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City Council Agenda Packet 03-13-2017AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, March 13, 2017 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Academy Room 5:15 p.m. Fire Study Presentation (Five Bugles) Mayor: Brian Stumpf Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Meeting Minutes • Regular Meeting Minutes from February 27, 2017 C. Consideration of Adding Items to the Agenda D. Citizen Comments E. Public Service Announcements/Updates • Update on TH 25/7th Street Project (SB) F. Council Liaison Updates • BCOL • IEDC • Planning Commission • EDA • MOAA • I-94 Coalition G. Department Updates • City Administrator Update • Building Department Update on spring activities and proposed initiatives 2. Consent Agenda A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2017-08 approving a donation to the Monticello Fire Department from the Monticello Lions in the amount of $800 E. Consideration of approving a Special Event Permit application and waiving of application fee for the Fit for Life 5K being held on May 20, 2017. Applicant: Holy Spirit Academy F. Consideration of approving a Special Event Permit allowing use of city streets and related assistance in conjunction with the Memorial Day parade on May 29, 2017. Applicant: Monticello American Legion G. Consideration of approving an updated library branch agreement with the Great River Regional Library H. Consideration of approving a delinquent utility bill notification policy I. Consideration of approving a utility billing minimum bill policy J. Consideration of appointing a representative to the Monticello Planning Commission to fill a vacancy for a term to expire on December 21, 2017 K. Consideration of approving a request for amendment to Conditional Use Permit for Pre -K-12 Educational Use in a R-1 (Single -Family Residence) District. Applicant: Wold Architects & Builders L. Consideration of adopting Resolution 2017-11 accepting a petition and calling for a public hearing for vacation of drainage and utility easements for Lot 6, Block 1 of Monticello Travel Center Second Addition. Applicant: Crown Bay, LLC 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING — Consideration of adopting Resolution 2017-10 approving the vacation of 120th Street right of way remnant parcels 4. Regular Agenda 5. Added Items 6. Adjournment City Council Agenda: 3/13/17 2A. Consideration of avvrovin2 pavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $1,668,695.30. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 03/01/2017 - 12:50PM Batch: 00215.02.2017 - 215.02.2017 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 290279 Jan 2017 (3) Genius Srv. Fee -cc machine rental 89.85 02/28/2017 609-49754-424100 290279 Jan 2017 (3) Genius Srv. Bank Charges 720.72 02/28/2017 609-49754-443980 Check Total: 810.57 Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 2 ACH Enabled: True 2/28/2017 5804618-6 15.00 02/28/2017 101-45201-438100 2/28/2017 5863599-6 145.57 02/28/2017 101-42700-438100 2/28/2017 8235331-9 181.53 02/28/2017 101-41941-438100 2/28/2017 8235333-5 98.07 02/28/2017 101-41941-438100 2/28/2017 5768542-2 364.91 02/28/2017 101-41940-438100 2/28/2017 5768542-2 8,438.43 02/28/2017 226-45122-438100 2/28/2017 5768542-2 136.84 02/28/2017 101-45175-438100 2/28/2017 5768542-2 182.45 02/28/2017 101-42800-438100 2/28/2017 5864452-7 625.34 02/28/2017 101-45501-438100 2/28/2017 5788570-9 417.24 02/28/2017 609-49754-438100 2/28/2017 5828859-8 76.41 02/28/2017 101-41940-438100 2/28/2017 5799425 824.69 02/28/2017 101-43127-438100 2/28/2017 5799427 183.26 02/28/2017 101-43127-438100 2/28/2017 5820786 294.25 02/28/2017 101-43127-438100 2/28/2017 5837384 2,184.95 02/28/2017 101-43127-438100 2/28/2017 4806932-5 155.09 02/28/2017 101-45201-438100 2/28/2017 5821009-5 603.34 02/28/2017 101-42200-438100 2/28/2017 5843395-5 77.69 02/28/2017 217-41990-438100 2/28/2017 8000015233-2 6,285.53 02/28/2017 602-49480-438100 Check Total: 21,290.59 Vendor: 2659 LAND TITLE INC Check Sequence: 3 ACH Enabled: True 2/14/2017 16C006 LANDxxx - Purchase of Land from St. ] 969,940.74 02/28/2017 400-43300-451020 Check Total: 969,940.74 AP -Computer Check Proof List by Vendor (03/01/2017 - 12:50 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 4 February 2017 Wells Fargo account interest earnings -1,824.60 02/28/2017 101-00000-362110 February 2017 Wells Fargo account service charge 2,772.64 02/28/2017 101-41520-443980 February 2017 MCC CC Fees (WF- Front Desk) 1,852.08 02/28/2017 226-45122-443980 February 2017 MCC CC Fees (WF- On-line) 27.31 02/28/2017 226-45122-443980 February 2017 MCC CC Fees (iAccess- Fmrs Mkt) 33.95 02/28/2017 226-00000-220100 February 2017 Liquor Store CC Fees (WF) 5,145.48 02/28/2017 609-49754-443980 February 2017 City Hall CC Fees ( WF) 130.97 02/28/2017 101-41520-443980 February 2017 Utility CC Fees ( Bluefin) 532.12 02/28/2017 601-49440-443980 February 2017 Utility CC Fees ( Bluefin) 532.13 02/28/2017 602-49490-443980 February 2017 Utility CC Fees ( AmEx) 7.07 02/28/2017 601-49440-443980 February 2017 Utility CC Fees (AmEx) 7.07 02/28/2017 602-49490-443980 February 2017 FiberNet CC Fees (WF) 43.07 02/28/2017 656-49870-443980 February 2017 Front Desk Return 2/8/17 48.00 02/28/2017 101-42700-342140 February 2017 Front Desk Return 2/8/17 3.30 02/28/2017 101-00000-208100 February 2017 FiberNet excise tas pmt error - Arvig 576.51 02/28/2017 656-00000-202099 Check Total: 9,887.10 Vendor: 1585 XCEL ENERGY Check Sequence: 5 2/28/2017 51-6505911-8 - City Hall 1,662.56 02/28/2017 101-41940-438100 2/28/2017 51-6505911-8 - MCC 7,530.40 02/28/2017 226-45122-438100 2/28/2017 51 -6505911 -8 -Senior Center 391.19 02/28/2017 101-45175-438100 2/28/2017 51-6505911-8 - National Guard 195.59 02/28/2017 101-42800-438100 2/28/2017 51-6505916-3 - Street Lights 6,738.08 02/28/2017 101-43160-438100 2/28/2017 ZZZNEP-IMPLEM- 51-6505908-3 18.10 02/28/2017 101-42500-438100 2/28/2017 51-6505907-2 - Prk Lot- auto protec. lgt 12/28-1 50.13 02/28/2017 101-43120-438100 2/28/2017 51-4400193-4 - 801 Broadway E 17.25 02/28/2017 101-43160-438100 2/28/2017 51-6572904-0- WWTP 15,878.63 02/28/2017 602-49480-438100 2/28/2017 51 -6505906 -1 -Sewer 305.00 02/28/2017 602-49490-438100 2/28/2017 51-0395766-0- Water 223.38 02/28/2017 601-49440-438100 2/28/2017 51-4271112-2- Library 980.75 02/28/2017 101-45501-438100 2/28/2017 51-6505907-2 - Parking Lots 12/4/16-1/4/17 364.21 02/28/2017 101-43120-438100 2/28/2017 51-6505909-4 - DMV/Food Shelf 216.37 02/28/2017 217-41990-438100 2/28/2017 51-6505910-7 - Hi -Way Liquor 12/3-1/4/17 1,727.43 02/28/2017 609-49754-438100 2/28/2017 51-6505912-9 - Animal Shelter 12/1-1/4/17 87.89 02/28/2017 101-42700-438100 2/28/2017 51-6505913-0 -Fire Stationr12/1-1/4/17 516.59 02/28/2017 101-42200-438100 2/28/2017 51-6505914-1 - Shop Garage 10/31-12/31-(1)I 800.44 02/28/2017 101-43127-438100 2/28/2017 51-6505915-2 - Parks 12/3-1/4/17 1,584.79 02/28/2017 101-45201-438100 2/28/2017 51-6505915-2 - Water 337.88 02/28/2017 601-49440-438100 2/28/2017 51-6505915-2 - Ballfield Lights NSP 41.88 02/28/2017 101-45203-438100 2/28/2017 51-6505915-2 - Softball Assoc. 220.54 02/28/2017 101-45203-438100 2/28/2017 51-6505916-3 - Street Lights - Auto Protec Recu 8,974.48 02/28/2017 101-43160-438100 Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (03/01/2017 - 12:50 PM) Page 2 Invoice No Description 2/28/2017 51-0371645-4 - Swan Cam 12/1-1/4/17 2/28/2017 51-7780310-4 - Bldg.Inspec. Garage 12/1-1/4/1' 2/28/2017 51-9391437-3 - 118 W 6th St. Floors 1 & 2 12/1 2/28/2017 ZCULPS-EXPENS- 51-0623082-8 349 W Broac Check Total: Total for Check Run: Total of Number of Checks: Amount Payment Date Acct Number 19.48 02/28/2017 101-45201-438100 60.61 02/28/2017 101-41940-438100 426.43 02/28/2017 101-41941-438100 25.06 02/28/2017 213-46522-438100 49,395.14 1,051,324.14 5 Reference The preceding list of bills payable was reviewed and approved for payment. Date: 3/13/17 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (03/01/2017 - 12:50 PM) Page 3 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 03/08/2017 - 3:17PM Batch: 00202.03.2017 - 202.03.2017 AP Invoice No Description Vendor: 2925 1 ST LINE/LEEWES VENTURES LLC 124269 17807 Flavored Syrups for Concession 17807 utx - embroidery- (16) Fleece Jackets - Hi Way Check Total: Vendor: 1039 AQUA LOGIC INC 459060 ZZAUTO - Escrow Refund Roller Assembly (2) 45925 Service - Change Seals on Valves; Replaced Div, Check Sequence: 3 ACH Enabled: False Check Total: Vendor: 4635 ARCHITECTURAL DESIGN GROUP LLC 2016489 03/14/2017 Fire Department Study 2016496 1,750.00 Fire Department Study 2016578 Fire Department Study 2016636 101-42200-431990 Fire Department Study 6,125.00 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3159886 ACH Enabled: False resale - beer 3161006 609-49750-425200 resale - beer 3161405 03/14/2017 resale - beer Amount Payment Date Acct Number Check Sequence: 1 298.25 03/14/2017 226-45125-425410 298.25 Moiiii6effo Y Reference ACH Enabled: False Check Total: Vendor: 4046 AST SPORTS INC 17807 (16) Fleece Jackets 17807 utx - embroidery- (16) Fleece Jackets - Hi Way 472.26 Check Total: Vendor: 4636 AUTOZONE 02/28/2017 ZZAUTO - Escrow Refund Amount Payment Date Acct Number Check Sequence: 1 298.25 03/14/2017 226-45125-425410 298.25 Moiiii6effo Y Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 1 Check Sequence: 2 ACH Enabled: True 77.09 03/14/2017 226-45126-422990 472.26 03/14/2017 226-45126-431990 549.35 Check Sequence: 3 ACH Enabled: False 2,100.00 03/14/2017 101-42200-431990 1,400.00 03/14/2017 101-42200-431990 1,750.00 03/14/2017 101-42200-431990 875.00 03/14/2017 101-42200-431990 6,125.00 Check Sequence: 4 ACH Enabled: False 196.00 03/14/2017 609-49750-425200 29.70 03/14/2017 609-49750-425200 192.00 03/14/2017 609-49750-425200 417.70 Check Sequence: 5 ACH Enabled: True 384.00 03/14/2017 609-49754-421110 128.00 03/14/2017 609-49754-421110 512.00 Check Sequence: 6 ACH Enabled: False 2,947.50 03/14/2017 101-00000-220110 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 2,947.50 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 7 ACH Enabled: True 57662200 resale - liquor credit inv. 57628400; 57628900 -304.60 03/14/2017 609-49750-425100 57723400 resale - liquor 952.00 03/14/2017 609-49750-425100 57723400 resale- wine 88.00 03/14/2017 609-49750-425300 57723400 freight 16.51 03/14/2017 609-49750-433300 95411400 freight 0.18 03/14/2017 609-49750-433300 95411400 resale -copper cups 39.96 03/14/2017 609-49750-425400 95445000 resale - condiments; mix 166.59 03/14/2017 609-49750-425500 95445000 freight 0.77 03/14/2017 609-49750-433300 Check Total: 959.41 Vendor: 1067 BERNICK'S Check Sequence: 8 ACH Enabled: False 234790 Resale - soda pop 13.75 03/14/2017 609-49750-425400 234791 Resale - beer 1,121.50 03/14/2017 609-49750-425200 235356 Resale - Pop, Water, Juice 497.30 03/14/2017 226-45125-425410 237384 Resale - soda pop 188.05 03/14/2017 609-49750-425400 237384 Resale - juice 32.80 03/14/2017 609-49750-425500 237385 Resale - beer 567.95 03/14/2017 609-49750-425200 237942 resale - pop, water, juice 337.80 03/14/2017 226-45125-425410 7684 Coffee 125.52 03/14/2017 226-45125-425410 Check Total: 2,884.67 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 9 ACH Enabled: False 1080599962 resale- wine 528.00 03/14/2017 609-49750-425300 1080599962 resale -liquor 945.65 03/14/2017 609-49750-425100 1080599962 freight 17.74 03/14/2017 609-49750-425100 1080599963 resale - beer 55.40 03/14/2017 609-49750-425200 1080603175 resale - wine 192.74 03/14/2017 609-49750-425300 1080603175 resale -liquor 633.70 03/14/2017 609-49750-425100 1080603175 freight 12.79 03/14/2017 609-49750-433300 Check Total: 2,386.02 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 10 ACH Enabled: True 2348-000G 174 Planning & Zoning - Jan 2017 240.00 03/14/2017 101-41910-430400 2348-000G 174 EDA - Jan 2017 160.00 03/14/2017 213-46301-430400 2348-000G 174 General Legal - Jan 2017 1,344.00 03/14/2017 101-41610-430400 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 2 Invoice No Description Check Total: Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC 685323 resale - beer Amount Payment Date Acct Number Reference 1,744.00 Check Total: Vendor: 1106 CENTRAL MCGOWAN INC 00083612 ACH Enabled: True Monthly Tank Rental 00101611 609-49750-425200 Bulk Carbon Dioxide (138 lbs) 00998428 Bulk Carbon Dioxide (150 lbs) 00999864 Bulk Carbon Dioxide (132 lbs) Check Sequence: 12 ACH Enabled: False Check Total: Vendor: 2314 CONTINENTAL RESEARCH CORPORATION 446402 -CRC -1 Pool Chemicals 226-45124-421600 Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 1237098 03/14/2017 resale - beer 1237098 210.00 resale - beer n/a 1237131 resale - beer 141190 Check Sequence: 13 resale- beer 141190 03/14/2017 resale - beer n/a 141408 769.69 resale - beer credit 141423 resale - beer n/a 141423 Check Sequence: 14 resale - beer 142010 03/14/2017 resale - beer 142010 275.65 resale - beer n/a 142217 resale - beer 142217 609-49750-425200 resale - beer n/a 16,014.14 03/14/2017 Check Total: Vendor: 4642 DONALD SALVERDA & ASSOCIATES P-1705-6 Enroll inWest Metro Area Dept Head 2017 Lead 03/14/2017 609-49750-425200 Check Total: Vendor: 1151 EARL F ANDERSEN INC- DIVISION OF SAF 0113559 2,222.85 (9) 6 Way sign brackets for 9" plates Amount Payment Date Acct Number Reference 1,744.00 Check Sequence: 11 ACH Enabled: True 54.00 03/14/2017 609-49750-425200 54.00 Check Sequence: 12 ACH Enabled: False 45.00 03/14/2017 226-45126-431900 54.60 03/14/2017 226-45124-421600 57.00 03/14/2017 226-45124-421600 53.40 03/14/2017 226-45124-421600 210.00 Check Sequence: 13 ACH Enabled: True 769.69 03/14/2017 226-45124-421600 769.69 Check Sequence: 14 ACH Enabled: True 25,222.97 03/14/2017 609-49750-425200 275.65 03/14/2017 609-49750-425400 204.00 03/14/2017 609-49750-425200 16,014.14 03/14/2017 609-49750-425200 31.00 03/14/2017 609-49750-425400 -260.25 03/14/2017 609-49750-425200 41.90 03/14/2017 609-49750-425400 2,222.85 03/14/2017 609-49750-425200 1,051.60 03/14/2017 609-49750-425200 16.80 03/14/2017 609-49750-425400 19,114.40 03/14/2017 609-49750-425200 142.40 03/14/2017 609-49750-425400 64,077.46 Check Sequence: 15 ACH Enabled: False 600.00 03/14/2017 213-46301-443300 600.00 Check Sequence: 16 ACH Enabled: False 426.50 03/14/2017 101-43120-422600 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 3 Invoice No Description Check Total: AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Amount Payment Date Acct Number Reference 426.50 Check Total: Vendor: 1153 ECM PUBLISHERS INC 462076 ACH Enabled: True 201705 - O'Neill Variance PH Ad# 651083 462077 101-41910-435100 16C003 - Street/Utility Improvement PH Ad# 6'. 462078 03/14/2017 201707 - CUP Middle School PH Ad# 654415 462079 101.53 Ordinance 660 Ad# 655224 462080 Ordiance 661A Ad# 655235 03/14/2017 101-41910-435100 Check Total: Vendor: 1680 EPIC PRODUCTS INC 0505370 784.55 resale - asst. glasses; can coolers; flasks; opers; e Check Total: Vendor: 1179 FIRE SAFETY USA INC 97545 03/14/2017 Labor - Ladder 1- gather info for repair needed 618.00 Check Total: Vendor: 1189 FOSTER WHITE AGENCY INC 18787 Check Sequence: 19 Volunteer Accident Ins Fire Dept - 2/24/17 - 2/2z 255.00 03/14/2017 Check Total: Vendor: 1413 GOPHER STATE ONE CALL INC 7020575 Feb 2017 (49) locates -1/2 Water 7020575 Check Sequence: 20 Feb 2017 (49) locates -1/2 FNM 1,290.00 03/14/2017 Check Total: Vendor: 1206 GRAPE BEGINNINGS INC 17488 resale - wine 17488 Check Sequence: 21 resale - liquor 17488 03/14/2017 freight 33.07 Check Total: Vendor: 1223 HAWKINS INC 4033978 Pool Chemicals Check Total: AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Amount Payment Date Acct Number Reference 426.50 Check Sequence: 17 ACH Enabled: True 101.53 03/14/2017 101-41910-435100 332.28 03/14/2017 400-43300-459016 101.53 03/14/2017 101-41910-435100 138.45 03/14/2017 101-41910-435100 110.76 03/14/2017 101-41310-435100 784.55 Check Sequence: 18 ACH Enabled: False 618.00 03/14/2017 609-49750-425400 618.00 Check Sequence: 19 ACH Enabled: False 255.00 03/14/2017 101-42200-440500 255.00 Check Sequence: 20 ACH Enabled: False 1,290.00 03/14/2017 101-42200-413100 1,290.00 Check Sequence: 21 ACH Enabled: True 33.08 03/14/2017 601-49440-432770 33.07 03/14/2017 656-49877-432770 66.15 Check Sequence: 22 ACH Enabled: False 347.00 03/14/2017 609-49750-425300 459.00 03/14/2017 609-49750-425100 13.50 03/14/2017 609-49750-433300 819.50 Check Sequence: 23 ACH Enabled: True 1,615.63 03/14/2017 226-45124-421600 1,615.63 Page 4 Invoice No Description Vendor: 4218 HOHENSTEINS, INC 878851 resale - beer Amount Payment Date Check Total: Vendor: 1242 HOLIDAY CREDIT OFFICE 02182017 ACH Enabled: False 1/21-2/17/2017 Acct 1400-017-223-399- fuel sli 03/14/2017 609-49750-425200 Check Total: Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL April 2017 April Health Insurance April 2017 ACH Enabled: True April Health Insurance - Union 03/14/2017 101-42200-421200 Check Total: Vendor: 4640 IRET PROPERTIES 2026 Payment & Cost Reimbursement per Access & S Check Sequence: 26 ACH Enabled: False Check Total: Vendor: 1259 JJ TAYLOR DISTRIBUTING 2622125 03/14/2017 resale - beer 2622125 65,560.00 resale - beer n/a 2622125 freight 2646260 Check Sequence: 27 resale - beer 2646260 03/14/2017 resale - beer n/a 2646260 70,466.00 freight Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 5659097 03/14/2017 freight 5659097 50.40 resale - liquor 5659098 resale - wine 5659098 609-49750-433300 freight 5659099 03/14/2017 resale -beer 5660414 19.20 freight 5660414 resale - liquor 5660415 609-49750-433300 resale - wine 5660415 resale - mix 5660415 freight 5663015 ACH Enabled: False resale - liquor 5663015 609-49750-433300 freight Amount Payment Date Acct Number Reference Check Sequence: 24 ACH Enabled: False 504.00 03/14/2017 609-49750-425200 504.00 Check Sequence: 25 ACH Enabled: True 185.11 03/14/2017 101-42200-421200 185.11 Check Sequence: 26 ACH Enabled: False 50,350.00 03/14/2017 101-00000-217061 15,210.00 03/14/2017 101-00000-217061 65,560.00 Check Sequence: 27 ACH Enabled: False 70,466.00 03/14/2017 656-49877-443990 70,466.00 Check Sequence: 28 ACH Enabled: False 1,648.33 03/14/2017 609-49750-425200 50.40 03/14/2017 609-49750-425400 3.00 03/14/2017 609-49750-433300 2,196.41 03/14/2017 609-49750-425200 19.20 03/14/2017 609-49750-425400 3.00 03/14/2017 609-49750-433300 3,920.34 Check Sequence: 29 ACH Enabled: False 24.48 03/14/2017 609-49750-433300 2,081.95 03/14/2017 609-49750-425100 1,813.80 03/14/2017 609-49750-425300 51.84 03/14/2017 609-49750-433300 21.99 03/14/2017 609-49750-425200 72.73 03/14/2017 609-49750-433300 5,467.25 03/14/2017 609-49750-425100 2,464.20 03/14/2017 609-49750-425300 39.95 03/14/2017 609-49750-425400 52.32 03/14/2017 609-49750-433300 3,864.73 03/14/2017 609-49750-425100 46.08 03/14/2017 609-49750-433300 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 5663016 freight 2.88 03/14/2017 609-49750-433300 5663016 resale- wine 82.75 03/14/2017 609-49750-425300 5664520 resale - liquor 2,973.92 03/14/2017 609-49750-425100 5664520 freight 43.67 03/14/2017 609-49750-433300 5664521 freight 103.67 03/14/2017 609-49750-433300 5664521 resale - wine 2,723.35 03/14/2017 609-49750-425300 5664521 resale - mix 134.20 03/14/2017 609-49750-425400 5664522 resale - beer 43.98 03/14/2017 609-49750-425200 5666115 freight 61.91 03/14/2017 609-49750-433300 5666115 resale - liquor 5,755.49 03/14/2017 609-49750-425100 5666116 resale - wine 1,304.00 03/14/2017 609-49750-425300 5666116 freight 32.04 03/14/2017 609-49750-433300 566790 resale - beer 65.97 03/14/2017 609-49750-425200 5668515 freight 15.84 03/14/2017 609-49750-433300 5668515 resale - liquor 1,000.11 03/14/2017 609-49750-425100 5668516 resale- wine 635.85 03/14/2017 609-49750-425300 5668516 resale - wine n/a 35.00 03/14/2017 609-49750-425400 5668516 freight 21.60 03/14/2017 609-49750-433300 5669789 freight 57.60 03/14/2017 609-49750-433300 5669789 resale - wine 1,745.10 03/14/2017 609-49750-425300 5669789 resale - mix 111.35 03/14/2017 609-49750-425400 615555 resale - wine credit -280.00 03/14/2017 609-49750-425300 615555 freight credit -1.44 03/14/2017 609-49750-433300 615715 resale - liquor credit inv. 5650129 -15.00 03/14/2017 609-49750-425100 615716 freight credit -0.12 03/14/2017 609-49750-433300 615716 resale - liquor credit -10.00 03/14/2017 609-49750-425100 615925 resale - liquor credit inv. 5559891 -7.75 03/14/2017 609-49750-425100 Check Total: 32,637.29 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 30 ACH Enabled: False MN190-00101 General EDA Matters through 1/31/17 608.00 03/14/2017 213-46301-430400 MN325-00031 Conveyance of Fred's Auto Property through 1/3 474.21 03/14/2017 213-46301-430400 Check Total: 1,082.21 Vendor: 3829 STEVE LANGANKI Check Sequence: 31 ACH Enabled: True 1043 (7) Porta Toilet Rentals- Jan & Feb 2017 906.50 03/14/2017 101-45201-431990 Check Total: 906.50 Vendor: 2626 HARRY LANTTO Check Sequence: 32 ACH Enabled: True Feb 2017 Planning Commission Meeting Recording 2/7/1 i 60.00 03/14/2017 101-41910-431990 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Feb 2017 EDA Meeting Recording 2/8/17 60.00 03/14/2017 213-46301-431990 Feb 2017 City Council Meeting Recording 2/13/17 & 2/27 127.50 03/14/2017 101-41110-431990 Check Total: 247.50 Vendor: 1291 LEAGUE OF MN CITIES INS TRUST Check Sequence: 33 ACH Enabled: False 10745 LMCIT Claim #00026260 - Date of Loss 12/28/" 225.82 03/14/2017 226-45122-436990 Check Total: 225.82 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 34 ACH Enabled: False 1083 resale - beer 270.00 03/14/2017 609-49750-425200 1084 resale - beer 240.00 03/14/2017 609-49750-425200 Check Total: 510.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 35 ACH Enabled: True 232895 resale - cigarettes 806.90 03/14/2017 609-49750-425500 232895 resale - tobacco; soda pop; can coolers; flasks; et 281.85 03/14/2017 609-49750-425400 Check Total: 1,088.75 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 36 ACH Enabled: True 1398 Business Cards PS 72.70 03/14/2017 101-42700-421990 Check Total: 72.70 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 37 ACH Enabled: True 20183365 (499) gal Unleaded @ $2.07 1,031.50 03/14/2017 101-43120-421200 20183423 (400) gal Diesel @ $2.23 892.43 03/14/2017 101-43120-421200 20199110 (150) gal Diesel @ $2.21 330.82 03/14/2017 101-43120-421200 20199116 (698) gal Unleaded @ $2.06 1,435.74 03/14/2017 101-43120-421200 Check Total: 3,690.49 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 38 ACH Enabled: False 233793 Contract C0560- cooler maintc (10) filters; Ign. ( 350.94 03/14/2017 609-49754-440440 233873 Maintenance Contract C0520 - HVAC Prev Man 457.00 03/14/2017 226-45126-431900 Check Total: 807.94 Vendor: 1916 MECHANICAL TEST & BALANCE Check Sequence: 39 ACH Enabled: False 500.0 Test & Balance Pool Unit 500.00 03/14/2017 226-45126-431990 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 500.00 Vendor: 4641 METCO Check Sequence: 40 ACH Enabled: False 19716 Well & Vapor Survey & Risk Eval; Prepare LSI _ 1,365.00 03/14/2017 213-46301-431990 Check Total: 1,365.00 Vendor: 4639 MICHAEL TODD & COMPANY, INC Check Sequence: 41 ACH Enabled: False 155573 (2) 34" shovels 84.02 03/14/2017 101-43120-421990 Check Total: 84.02 Vendor: 4638 MID AMERICA METER, INC. Check Sequence: 42 ACH Enabled: False 017-0142 Labor- Well 2 meter repair 157.50 03/14/2017 601-49440-440600 017-0142 Parts- Well 2 meter repr- Shop Test Prop. Meter; 350.00 03/14/2017 601-49440-440600 Check Total: 507.50 Vendor: 1327 MIDSTATES EQUIPMENT & SUPPLY Check Sequence: 43 ACH Enabled: False 217068 Motor Brush Set; (2) Nozzle #21483 90.57 03/14/2017 101-43120-422100 Check Total: 90.57 Vendor: 2068 MN DEPT OF AGRICULTURE Check Sequence: 44 ACH Enabled: False 02/28/2017 2018 Retail Mobile Food Handlers License Rene 50.00 03/14/2017 226-45122-443700 Check Total: 50.00 Vendor: 1375 MONTICELLO PRINTING INC Check Sequence: 45 ACH Enabled: True 02/23/17 utx- (150) Wine Tasting tickets 70.65 03/14/2017 609-49754-425550 03/03/2017 DMV Inserts for UB Bills (4500) 114.50 03/14/2017 217-41990-434990 Feb 2017 (150) letterhead; (3 0) Incident Rep.; (40) Bylaw 174.30 03/14/2017 101-42200-421990 Check Total: 359.45 Vendor: 1881 MONTICELLO PUBLIC SCHOOLS Check Sequence: 46 ACH Enabled: False 2/23/2017 2016041 - Escrow Refund 8,678.56 03/14/2017 101-00000-220110 2/23/2017 ZMISHS-PLESCR - Escrow Refund -2,551.50 03/14/2017 101-00000-220110 Check Total: 6,127.06 Vendor: 1913 NEW FRANCE WINE Check Sequence: 47 ACH Enabled: False 117904 resale - wine 610.00 03/14/2017 609-49750-425300 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 8 Invoice No Description Amount Payment Date Acct Number 261.99 261.99 19.67 19.67 381.48 7.00 388.48 103.68 5,371.25 928.70 11.52 41.77 1,765.26 46.80 1,863.34 23.76 3,007.52 41.90 22.25 33.12 1,854.05 1,989.65 64.00 57.60 61.92 4,990.32 -78.50 -4.44 Check Total: 22,195.47 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Check Sequence: 48 03/14/2017 101-42200-421990 Check Sequence: 49 03/14/2017 226-45126-422990 Check Sequence: 50 03/14/2017 609-49750-425300 03/14/2017 609-49750-433300 Check Sequence: 51 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-425100 03/14/2017 609-49750-433300 03/14/2017 609-49750-433300 03/14/2017 609-49750-425300 03/14/2017 609-49750-425400 03/14/2017 609-49750-425100 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-433300 03/14/2017 609-49750-425200 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-425300 03/14/2017 609-49750-425400 03/14/2017 609-49750-433300 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-425300 03/14/2017 609-49750-425200 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 9 Check Total: Vendor: 4015 OHLIN SALES INC 00340247 (144) AA batteries; (288) C Battheries -Fire Dep Check Total: Vendor: 1421 PARK SUPPLY OF AMERICA INC 212181600 Plumbing Items: Spud Washers (8), O Rings (10; Check Total: Vendor: 1273 PAUSTIS & SONS WINE CO 8581938 resale - wine 8581938 freight Check Total: Vendor: 1427 PHILLIPS WINE & SPIRITS CO 2122770 freight 2122770 resale- liquor 2123711 resale- liquor 2123711 freight 2123712 freight 2123712 resale - wine 2123712 resale - wine n/a 2125462 resale- liquor 2125462 freight 2126374 resale - liquor 2126374 freight 2126375 resale - beer 2127399 freight 2127399 resale- liquor 2127400 resale- wine 2127400 resale- wine n/a 2127400 freight 2129898 freight 2129898 resale - liquor 257958 resale - wine inv. 2116726 258754 resale - beer Amount Payment Date Acct Number 261.99 261.99 19.67 19.67 381.48 7.00 388.48 103.68 5,371.25 928.70 11.52 41.77 1,765.26 46.80 1,863.34 23.76 3,007.52 41.90 22.25 33.12 1,854.05 1,989.65 64.00 57.60 61.92 4,990.32 -78.50 -4.44 Check Total: 22,195.47 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Check Sequence: 48 03/14/2017 101-42200-421990 Check Sequence: 49 03/14/2017 226-45126-422990 Check Sequence: 50 03/14/2017 609-49750-425300 03/14/2017 609-49750-433300 Check Sequence: 51 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-425100 03/14/2017 609-49750-433300 03/14/2017 609-49750-433300 03/14/2017 609-49750-425300 03/14/2017 609-49750-425400 03/14/2017 609-49750-425100 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-433300 03/14/2017 609-49750-425200 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-425300 03/14/2017 609-49750-425400 03/14/2017 609-49750-433300 03/14/2017 609-49750-433300 03/14/2017 609-49750-425100 03/14/2017 609-49750-425300 03/14/2017 609-49750-425200 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 52 ACH Enabled: False 690622 Freight 7.99 03/14/2017 226-45122-433300 690622 Food for Concession Resale 611.47 03/14/2017 226-45125-425410 698927 Food for Concession Resale 402.98 03/14/2017 226-45125-425410 698927 Freight 7.99 03/14/2017 226-45122-433300 Check Total: 1,030.43 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 53 ACH Enabled: True A29345 (4) Patented Protected Key 6 -pin DH - Fire Dept 48.00 03/14/2017 101-42200-421990 Check Total: 48.00 Vendor: 4598 ALEXANDRA SAL DANA Check Sequence: 54 ACH Enabled: False 03/03/2017 Yoga Class Instructor - 2/17, 2/21, 3/2 95.00 03/14/2017 226-45127-431990 Check Total: 95.00 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 55 ACH Enabled: True 03/06/2017 Mileage Reimbursement - Feb (380 miles) 203.30 03/14/2017 101-42700-433100 March 1st Semi Monthly Contract Payment 1,593.75 03/14/2017 101-42700-431200 Check Total: 1,797.05 Vendor: 3827 SAMBATEK INC Check Sequence: 56 ACH Enabled: True 09365 Code Updates - Project Admin Services thru 2/1. 67.50 03/14/2017 101-41910-431990 Check Total: 67.50 Vendor: 1490 CYNTHIA R SIMPSON Check Sequence: 57 ACH Enabled: False 965204 Feb 2017 Cleaning Service - Fire Hall 100.00 03/14/2017 101-42200-431990 Check Total: 100.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. Check Sequence: 58 ACH Enabled: False 1512357 resale- liquor 2,507.66 03/14/2017 609-49750-425100 1512357 freight 26.60 03/14/2017 609-49750-433300 1512358 resale - wine 1,306.83 03/14/2017 609-49750-425300 1512358 freight 23.22 03/14/2017 609-49750-433300 1514925 resale- liquor 3,169.51 03/14/2017 609-49750-425100 1514925 freight 33.60 03/14/2017 609-49750-433300 1514926 resale- wine 1,420.68 03/14/2017 609-49750-425300 1514926 freight 22.40 03/14/2017 609-49750-433300 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 10 Invoice No Description Check Total: Vendor: 2054 TRI STATE SURPLUS COMPANY, INC AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Amount Payment Date Acct Number 8,510.50 Reference Check Total: Vendor: 2564 SPORTS PRO LLC 250 Labor - WO#336 - Elliptical #C18 - Parts Repla< 250 226-45126-440440 Parts - WO#336 - Elliptical #C18 - Pulley, Rolle 421.38 Check Total: Vendor: 1710 ST. CLOUD OVERHEAD DOOR COMPANY 0176499 ACH Enabled: False American Door- fixed opener - Fire Dept 03/14/2017 101-42200-440440 Check Total: Vendor: 4637 CHRISTINE AND DANIEL STEVENS 02/23/2017 201644 - Escrow Refund Check Sequence: 61 Check Total: Vendor: 3594 STRATEGIC EQUIPMENT, LLC 2810704 500.00 (144) Stem glass w/ logo - wine tasting 2810706 asst. bags; cs paper twls; cs t -tissue Check Sequence: 62 Check Total: Vendor: 2412 TEE JAY NORTH INC 28952 378.03 Parts - (2) steel track roller 28952 Labor/Travcl- (2) steel track roller Check Total: Vendor: 1522 THORPE DISTRIBUTING COMPANY 1214269-2 89.78 resale - beer credit 1220892 resale - beer 1223913 609-49754-440100 resale - beer n/a 1223914 resale - wine 1224222 resale - beer 1224580 ACH Enabled: True resale - beer 1227325 609-49750-425200 resale- beer 1227326 03/14/2017 resale - tonic 156-171 54.90 resale - beer Check Total: Vendor: 2054 TRI STATE SURPLUS COMPANY, INC AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Amount Payment Date Acct Number 8,510.50 Reference Page 11 Check Sequence: 59 ACH Enabled: True 150.00 03/14/2017 226-45126-440440 271.38 03/14/2017 226-45126-440440 421.38 Check Sequence: 60 ACH Enabled: False 168.00 03/14/2017 101-42200-440440 168.00 Check Sequence: 61 ACH Enabled: False 500.00 03/14/2017 101-00000-220110 500.00 Check Sequence: 62 ACH Enabled: False 490.94 03/14/2017 609-49754-425550 378.03 03/14/2017 609-49754-421990 868.97 Check Sequence: 63 ACH Enabled: False 89.78 03/14/2017 609-49754-440100 266.50 03/14/2017 609-49754-440100 356.28 Check Sequence: 64 ACH Enabled: True -46.65 03/14/2017 609-49750-425200 5,318.22 03/14/2017 609-49750-425200 54.90 03/14/2017 609-49750-425400 50.20 03/14/2017 609-49750-425300 15,768.90 03/14/2017 609-49750-425200 29.25 03/14/2017 609-49750-425200 179.75 03/14/2017 609-49750-425200 14.00 03/14/2017 609-49750-425400 180.20 03/14/2017 609-49750-425200 21,548.77 Check Sequence: 65 ACH Enabled: False Page 11 Invoice No Description 28983 Payment Date Copy/Records room - returns 28984 -206.82 Copy/Records room - (2) Teardrop Upright; (2)1 03/14/2017 101-41310-424100 Check Total: Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: 00065995 April 2017 WWTP Operations & Maintenance Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 1897726 Check Sequence: 66 resale - soda pop 1905081 resale - soda pop 1909409 resale - soda pop Check Total: Vendor: 1684 VINOCOPIA 0174182 Check Sequence: 67 resale - wine 0174182 resale - liquor 0174182 freight 0174718 03/14/2017 resale - wine 0174718 292.00 resale - beer n/a 0174718 609-49750-425400 resale - liquor 0174718 freight Check Total: Vendor: 1561 WATER LABORATORIES INC 6066 144.00 February 2017 Water Testing 03/14/2017 609-49750-425300 Check Total: Vendor: 1567 WES OLSON ELECTRIC LLC 8150 Labor - Wells 1 & 2- new serv. drop- wires melti 8151 03/14/2017 Materials - Ballasts (2) & Connectors (14) 8151 808.00 Labor - Replace Ballasts in Woman's Locker Roc 03/14/2017 609-49750-425300 Check Total: Vendor: 2062 WILSON HVAC CO 8034 Replaced Condensor Fan Motor Assembly 8035 03/14/2017 Replaced Actuator Valve 8036 24.00 Freezer Service - Replaced Coils & Added Freor Amount Payment Date Acct Number Reference -206.82 03/14/2017 101-41310-424100 245.26 03/14/2017 101-41310-424100 38.44 Check Sequence: 66 ACH Enabled: False 61,548.00 03/14/2017 602-49480-430800 61,548.00 Check Sequence: 67 ACH Enabled: True 284.50 03/14/2017 609-49750-425400 295.75 03/14/2017 609-49750-425400 292.00 03/14/2017 609-49750-425400 872.25 Check Sequence: 68 ACH Enabled: True 144.00 03/14/2017 609-49750-425300 120.00 03/14/2017 609-49750-425100 7.50 03/14/2017 609-49750-433300 808.00 03/14/2017 609-49750-425300 120.00 03/14/2017 609-49750-425400 202.00 03/14/2017 609-49750-425100 24.00 03/14/2017 609-49750-433300 1,425.50 Check Sequence: 69 ACH Enabled: False 224.00 03/14/2017 601-49440-422740 224.00 Check Sequence: 70 ACH Enabled: False 350.00 03/14/2017 601-49440-440600 58.70 03/14/2017 226-45126-431990 175.00 03/14/2017 226-45126-431990 583.70 Check Sequence: 71 ACH Enabled: False 277.00 03/14/2017 226-45126-431990 528.00 03/14/2017 226-45126-431990 658.00 03/14/2017 226-45126-431990 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 1,463.00 Vendor: 1572 THE WINE COMPANY Check Sequence: 72 ACH Enabled: True 28915 resale - wine 108.00 03/14/2017 609-49750-425300 28915 freight 5.00 03/14/2017 609-49750-433300 Check Total: 113.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 73 ACH Enabled: False 7121895 resale - wine 1,878.66 03/14/2017 609-49750-425300 7121895 freight 28.08 03/14/2017 609-49750-433300 Check Total: 1,906.74 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 74 ACH Enabled: True March March 2017 Deputies Contract 101,470.00 03/14/2017 101-42100-430500 Check Total: 101,470.00 Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN Check Sequence: 75 ACH Enabled: False 726 (351.05) ton Salt 27,884.26 03/14/2017 101-43125-421700 Check Total: 27,884.26 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 76 ACH Enabled: True 01494-480 54 ZRCFOS - Fallon Overpass Prelim Design Phasf 6,067.00 03/14/2017 101-43111-430300 01494-700 43 General WWTP - Jan 2017 87.75 03/14/2017 602-49480-430300 01494-800 37 100009 - CSAH/TH 25 Intersection Improve - J; 8,649.00 03/14/2017 400-43300-459010 01494-950 29 14C002 PHOSPH - Phosphorus Construction Ad 4,425.90 03/14/2017 602-00000-165010 01494-950 29 14C002 DIGEST - Digester Construction Admin 1,170.00 03/14/2017 602-00000-165010 02596-010 24 General Engineering Services Phase 4 - Dec 201 490.00 03/14/2017 101-43111-430300 02596-010 25 2017 General Engineering Services Phase 5 - Jar 2,660.00 03/14/2017 101-43111-430300 02596-010 25 2017 General Engineering Services Phase 5 - Jar 2,660.00 03/14/2017 601-49440-430300 02596-010 25 2017 General Engineering Services Phase 5 - Jar 2,660.00 03/14/2017 602-49490-430300 02596-010 25 2017 General Engineering Services Phase 6 - Jar 356.00 03/14/2017 101-43111-430300 02596-0209 State Aid Network - Jan 2017 327.00 03/14/2017 101-43111-430300 02596-030 16 Maps - Jan 2017 584.50 03/14/2017 101-43111-430300 02596-100 20 15C001 - 2016 Street Reconstruction Proj - Jan : 6,921.00 03/14/2017 400-43300-459011 02596-160 13 15C004 - 7th St/TH 25 Intersection Improve Pha 1,078.50 03/14/2017 400-43300-459014 02596-3002 16C004 - CR 39/Gillard Ave Intersection ImproN 456.00 03/14/2017 400-43300-459017 02596-3404 2016 - 2017 Market Matching - Jan 2017 3,763.25 03/14/2017 213-46301-431990 02596-3604 16C003 - 2017 Street Improvements - Jan 2017 28,547.50 03/14/2017 400-43300-459016 02596-3702 201647 - Moon Motorsports Expansion 152.00 03/14/2017 101-00000-220110 AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 02596-3801 2017 WCA Services - Jan 2017 02596-3901 201647 - Monticello Specialty Clinic - Jan 2017 02596-4001 16CO06 - Fallon Ave Improvements - Jan 2017 Check Total: Total for Check Run: Total of Number of Checks: 140.00 03/14/2017 101-43111-430300 1,280.25 03/14/2017 101-00000-220110 6,980.50 03/14/2017 400-43300-459018 79,456.15 617,371.16 76 The preceding list of bills payable was reviewed and approved for payment. Date: 3/13/2017 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (03/08/2017 - 3:17 PM) Page 14 City Council Agenda 3/13/17/17 2B. Consideration of approving new hires and departures for Citv departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. By ratifying departures, the council also approves the expenditure for final amounts due to terminated and otherwise departing employees. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees NEW EMPLOYEES Name Title Department Avery Hilgart Slide Attendant MCC Mai Xiong Guest Service 2 MCC TERMINATING EMPLOYEES Hire Date 3/6/2017 PT 3/7/2017 PT Name Reason Department Last Day Amanda Matthies Voluntary MCC 2/5/17 PT Megan Gratrix Voluntary MCC 2/8/17 PT Joey Caligiuri Voluntary MCC 2/12/17 PT Ryan Zumbrunnen Voluntary MCC 2/20/17 PT Melissa Anderson Voluntary Liquor Store 3/31/17 PT New Hire and Terms City Council 2017: 3/7/2017 Class Class City Council Agenda: 3/13/17 2C. Consideration of approving sale or disposal of surplus property (WO) A. REFERENCE AND BACKGROUND: The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. City Hall has a few items available for auction. They are described below and photos are attached. • Five (5) metal storage shelving racks • Two (2) storage cabinets with shelves • One (1) metal box, lid with slot Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Depends on the value of the property. Some items will be shopped as salvage; other items may go to auction or sold via formal bids or informal bids. State contracting laws will govern in absence of city policy. B. ALTERNATIVE ACTIONS: 1. Motion to approve the sale or disposal of surplus property as identified on the attached lists. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. City Hall Surplus List B. Photos 1 Equipment/Supplies Surplus List Department: City Hall 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. B. C. 7. $100 - $1,000 A. 5 metal storage shelving racks B. 2 metal storage cabinets with shelves C. 1 metal box, lid with slot 8. $0-$100 A. B. C. Date: 3/7/2017 I I L71 a J+ a 'r,.0' � ` � .� :. «�. ,. ', ,' ., ..; ✓ .♦. � .w �I ♦ w•'' .y � F, '.♦• _w. ♦' .. ' •' ♦ . � . � `. \ : H .• � ,"r .1 • 4 '.' ♦... City Council Agenda: 03/13/2017 2D. Consideration of adopting Resolution 2017-08 to accept a cash contribution of $800 from the Monticello Lions (JS) A. REFERENCE AND BACKGROUND: Council is asked to consider a cash donation from the Monticello Lions to the Fire Department. The Fire Department plans to use the funds for a portable advertising sign which they can us for open houses, advertising, hiring, etc. Al. Budget Impact: None. A2. Staff Workload Impact: Staff workload is minimal. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-08 accepting a cash donation of $800 to the Fire Department from the Monticello Lions. 2. Motion to deny the donation. C. STAFF RECOMMENDATION: City staff recommends Alternative 1. D. SUPPORTING DATA: • Resolution 2017-08 1 City of Monticello RESOLUTION NO. 2017-08 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Monticello Lions Cash Contribution $800 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Monticello Lions Monticello Fire Department — Portable Advertising Sign Adopted by the City Council of Monticello this 13a` day of March, 2017. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 03/13/17 2E. Consideration to approve a Special Event Permit for Fit for Life 5K Run/Walk on Mav 20, 2017. Applicant: Holv Spirit Academv (JS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approval of a special event permit for the Fit for Life 5K Run/Walk and waiving the special event permit application feel. Special event permits are required in circumstances in which city resources (parks, labor, equipment, street closures, etc.) are utilized, as a means of obtaining Council authorization for the use of requested resources. This event is proposed to occur May 20, 2017 from 7 a.m. to 12 p.m. with the race time being from 9 — 10 a.m. A narrative has been provided by the applicant. In addition, a site map illustrating the proposed configuration of the designated route is included in the supporting data. Public Works and the Sheriff's Office have been notified of the event and have no concerns. The applicant will be providing a certificate of insurance for the event. Al. Budget Impact: The permit application waiver of fee impact is $50.00. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit for Fit for Life 5K on May 20, 2017, and waiver of permit fee as described; contingent on: a. Continued site plan coordination with the Street Superintendent b. Receipt of Certificate of Liability 2. Motion to deny Special Event Permit for Fit for Life 5K event. C. STAFF RECOMMENDATION: City staff supports Alternative #1 above. D. SUPPORTING DATA: • Application & Map — Fit for Life 5K • Narrative CoTMonticello '��` Property Address CITY OF MONTI CELLO Community Development 505 Walnut Street Suite Monticello, y/IN553h2 (763) 295-2711 - infb(&,ci.monticel.l.o.mn.us Property Legal Description Property |DNunmber _-' - Owner Name Owner Address Owner Phone Owner Email SpecW En»eMPermK AppU~caUon C&necK,U~n PROPERTY INFORMATION 360 PROPERTY OWNER INFORMATIO 100 APPLICANT INFORMATION Applicant Name Applicant Address Applicant Phone | Applicant Email | ~^ Name ofEvent /��/ ��' Location/AddresaofEvent 7D�e '/�+4' | Dates /& Times of Event ' / «en |M/11 _7P j2t /~7 ^~74 —� v� Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application �nformation Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use ofCity facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval bythe City Council, |naddition, events which occur after 1OPIVImay requires review and approval bythe City Council asrelated tonoise ordinances. Please provide clear information inthe application regarding these requests. O7/Z5/16 1 APPLICANT f APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK i A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Special Event Review Process o The City Clerk will review all Temporary Use Permit applications. o Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. o Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. ® A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the City Clerk has determined the use shall: © Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; o Be compatible with the principal uses taking place on the site; a Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/25/16 2 Special Event Temporary Use Permit Approval Criteria, cont. ® Not include permanent alterations to the site; ® Not maintain temporary signs associated with the use or structure after the activity ends; ® Not violate the applicable conditions of approval that apply to a site or use on the site; o Not interfere with the normal operations of any permanent use located on the property; and ® Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. ® Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. 07/25/16 3 Property Owner's Statement am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) (Date) CITY APPROVAL (City Clerk Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit I Approved ❑ Denied ❑ I Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department Monticello Community Center Room/Park Reservations Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received 07/25/16 4 Surrounding Property Owner Notification Complete 07/25/16 Holy Spirit AeademY- 5K ClIry or Ici 10, February' 27,21 to <) ,LJ 16- A6 ONNAW* *80"0 A City Boundary Ipp i inch = l,5o5 feet Source: Esri, Digital3bbs, GocEye, FartMar GeoWsphlos, CNESIAkbwe K USDA USGS, AEK Gon*Mha AWW#d. IGK IGP, wbslopo, and the GtS User Community Blap PovnredbyDatalink from MB &Associates Special Events Application: Detailed Description Holy Spirit Academy's Fit for Life 5K May 20, 2017 Holy Spirit Academy is hosting its 311 annual Fit for Life 5K fundraiser on Saturday, May 20, 2017. All funds raised will be applied to bridging the gap in student tuition costs. This race will be sanctioned by USA Track and Field and will be covered with liability insurance. The event will include a 5K run with chipped timing, a 1 K Kid's Fun Run, and music and food after the race. The route for the race is outlined on the attached map. There will be water stations along the route. All other event activities will take place on St Henry's Parish property to include: registration tables, food and beverage tables and vendor tables. • 5K Registration for the event is $20 early bird registration guarantees a t -shirt. • 5K Family rate of $100/family is offered for immediate families (parents and children) • 1 K Registration for the event is $10 early bird registration guarantees a t -shirt. • Early Bird Registration ends May 8. • Online registration window is open through May 18, 2017 at 11:59 • 5K Race day registration is $25 • 1 K Race day registration is $15 Timeline 7:OOam Set-up 8:00 Mass (optional) 8:30-9:30 Registrations/ Refreshments 9:00 1 K Kids Fun Run 9:30 5K Chipped/timed race 10:15 Awards 10:00 Music/food 11:00-12N Take down/Clean up City Council Agenda: 03/13/17 2F. Consideration of approving a Special Event Permit allowing use of citv streets and related assistance in coniunction with the Memorial Dav parade on Mav 30th. 2016 Applicant: Monticello American Legion (JS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approval of use of city streets and boulevards, as well as related City assistance, for the Annual Memorial Day Parade, coordinated by the Monticello American Legion and the Monticello VFW. The event is scheduled to occur on Memorial Day, Monday, May 29, 2017. The parade begins at 11:30 AM. The parade route begins at the intersection of West Yd Street and Pine Street and will end at the intersection of West 3rd Street and Elm Street. A route map is attached for reference. Staff assistance with the parade is limited only to coordination for traffic control with the Streets Department. In their review of the application, the Sheriff's Office indicated that they will use on -duty staff to assist with the parade; no extra staff will be required from the Sheriff's Office. Al. Budget Impact: None. There is no application fee as the city fee schedule waives this fee for parades. A2. Staff Workload Impact: As in previous years, the Streets Department has, and will continue, to work with Legion and VFW representatives on any traffic control needs for the parade route. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit allowing use of city streets and related assistance and waiving the application fee in conjunction with the Memorial Day parade to be run by the Monticello American Legion Post 260 on May 29, 2017. 2. Motion to deny the Special Event Permit at this time. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: • Event Application • Narrative & Parade Route • Certificate of Liability Insurance t T;� Montxv...H-o CITY ®iF MONUCIEILLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . info(a)ci.monticello.mn.us Property Address Property Legal Description Property ID Number Owner Name Owner Address Owner Phone Owner Email Applicant Name Applicant Address Applicant Phone Applicant Email Name of Event Location/Address of Event Dates & Times of Event SpedavetPermKc AprHcato®n Chet dost PROPERTY INFORMATION 3a y sj'. i✓lr�iv�i��l�� nen/ PROPERTY OWNER INFORMATION ,IOY elm -j T mp v) Jae Ile) , Y>i rj S --r-79 Z I L, 4Q M APPLICANT INFORMATION /'YI©/Y7WP%%D ,�YyI �°I?1 �g�v �,l°hisn� �1�1 21, )'qw s n-34�z f% ni r�r�rr ✓ I- )� ylj -r7 . W. IF �. -7 fig xP-b(0- kZ-M fT of )z!1a C, C� n1 PJVf rinoe'- Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/25/16 1 APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council , A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Special Event Review Process ® The City Clerk will review all Temporary Use Permit applications. ® Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. ® Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. ® A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the City Clerk has determined the use shall: ® Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; ® Be compatible with the principal uses taking place on the site; ® Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/25/16 2 Special Event Temporary Use Permit Approval Criteria, cont. ® Not include permanent alterations to the site; ® Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and ® Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. ® Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10, Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. 07/25/16 Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature)l�/j- (Date) -r111 Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. V/A�(Signature)/ (Date) '� CITY APPROVAL (City Clerk Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ I Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department =' Monticello Community Center Room/Park Reservations Post -Approval Routing/'Requirements Applicant Public Works Law Enforcement Notification iG City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received HCl 07/25/16 4 Memorial Day Parade 2017 Special Event Permit Application Description of Event The event is a parade honoring the Memorial Day holiday. It will be held on Monday, May 29, 2017. The parade units will start forming at 11:00 AM at the intersection of Pine Street and West 3rd Street, proceed west on West 3rd Street to the intersection of West 3rd Street and Elm Street, where it will end. Parade units should be dismissed by 12:00 PM. (See the attached map) The parade will consist of units of Monticello American Legion and the Monticello Veterans of Foreign Wars including Color Guards, members and Auxiliary members of both posts, as well as a drum corps, and Boy Scouts from Monticello Boy Scout Troop 270. The parade will include limited use of golf carts for some veterans who are incapable of marching. Review Criteria Specified by Code The parade will not be detrimental to property or improvements in the surrounding area or to public health, safety, or general welfare. The parade will march down West 3rd Street, staying on paved city road. To help ensure public and parade participant safety, the applicant requests that vehicular traffic be blocked on the parade route during parade formation to parade completion. The parade is compatible with the principal uses taking place on the site which is a city street. The parade will not have substantial adverse effects or noise impacts on nearby residential neighborhoods. There will be no bands or sirens, only a small drum corps to set the marching cadence. Vehicular traffic on west 3rd Street will be restricted for a short period, less than 1 hour, which is not substantial. The parade will not cause any permanent alterations to the parade route. No temporary signage will remain after the parade. The parade will not violate the applicable conditions of approval that apply to a site or use of the site. The parade will not interfere with the normal operations of any permanent use located along the parade route. The parade route contains sufficient land area to accommodate the event. Sufficient parking exists in the city owned parking lot at the intersection of West 3rd Street and Walnut Street. No environmentally sensitive lands are involved. Review Criteria Specified by Code, (cont.) The parade does not create an unreasonable risk of significant: Damage to public or private property, beyond normal wear and tear; Injury to persons; Public or private disturbances or nuisances; Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and Other adverse effects upon the public, health, safety, or welfare. The parade is small and of short duration and will not be of such a nature, size, or duration that the route requested cannot reasonably accommodate it. The parade will not conflict will any other known permitted special event at the same location. Waiver of Fee Monticello American Legion Post 260 requests a waiver of the application fee of $50.00. Requested Citv Resources Monticello American Legion Post 260 requests city to provide and set up traffic barricades to block vehicular traffic along the parade route during the parade. 3/1/2017 Monticello, MN - MapQuest TrwiriC Qf' Dt f«ifs https://www.iiiapquet;'L.com/search 1/1 AMERI-8 OP ID: MS ,d►�R[� DATE/Y)CERTIFICATE OF LIABILITY INSURANCE I 03/02/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME: Jim Brown Foster White Agency, Inc. PHONE FAX 114 West 3rd Street (A/C. No. Ext): 763-295-2614 (A/C, No): 763-295-3010 Monticello, MN 55362 I E-MAIL Jim Brown SS: jbrown@foster-white.com INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE I $ 1,000,000 INSURER(S) AFFORDING COVERAGE NAIC # MED EXP (Any one person) INSURERA : West Bend Mutual Insurance Co 15350 INSURED American Legion 260 I 304 Elm Street/Box 806 INSURER B: Monticello, MN 55362 I INSURER C: AUTOMOBILE LIABILITY IINSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE I $ 1,000,000 ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS X NS02181902 X UMBRELLA LIAB OCCUR X A EXCESS LIAB CLAIMS -MADE NU02181905 DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F_� N / A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below A Liquor Liability NS02181903 11/25/2016 11/25/2017 DAMAGE TO RENTED PREMISES (Ea occurrence) CLAIMS -MADE a OCCUR MED EXP (Any one person) $ 10,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY F—] PRO D LOC JECT PRODUCTS - COMP/OP AGG OTHER: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS X NS02181902 X UMBRELLA LIAB OCCUR X A EXCESS LIAB CLAIMS -MADE NU02181905 DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F_� N / A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below A Liquor Liability NS02181903 11/25/2016 11/25/2017 DAMAGE TO RENTED PREMISES (Ea occurrence) 200 $ ,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ COMBINED SINGLE LIMIT $ (Ea accident) BODILY INJURY (Per person) I $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) $ EACH OCCURRENCE 1,000,000 11/25/2016 11/25/2017 AGGREGATE $ PER OTH- STATUTE ER E.L_ EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ 07/01/2016 06/30/2017 Liquor 1,000,000 Liability 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Event: Memorial Day Parade Date: 05/29/17 CERTIFICATE HOLDER City of Monticello 505 Walnut Street Monticello, MN 55362 ACORD 25 (2014/01) CITYMON CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZE9REPP*E1`1IFATIVE Jim Bro8-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City Council Agenda: 03/13/2017 2G. Consideration of annroving an undated library branch agreement with the Great River Regional Library (RL) City Council is asked to consider approving an updated branch library agreement with Great River Regional Library (GRRL). The current agreement has been in place since 2005, and GRRL is working with cities to implement an updated version consistent across all branches. The new agreement provides greater clarity in sections where lack of detail previously caused confusion. The GRRL Board of Trustees worked to clearly delineate the responsibilities of both parties. The original revision initiated a discussion between GRRL and the branch cities, and based on the feedback the library received, the agreement was revised again to better reflect the partnership between GRRL and the cities. The GRRL Board of Trustees approved the document in November 2016 and now branch cities are asked to approve it as well. The final version of the new agreement includes the following additions or changes: • Addition of a timeline for replacement of equipment owned by the City. The language states the City must replace it within 1 year or the parties can establish a mutually agreed upon timeline (page 2). • Change to include greater specificity of city responsibilities for the building (page 2) • Addition of language specifying the branch must meet state maintenance of effort requirements (page 3). The agreement was already operating with this requirement, but it is specifically spelled out in the contract now. • Change of notice of termination of the agreement from 60 days to 3 months prior to the end of the calendar year (page 3). • Addition of termination rights by the GRRL Board of Trustees (page 4). • Addition of indemnification text (page 5). • Change of arbitration of disputes to mediation between the parties (page 5). • Addition of Exhibit A for an itemized list of City assets at the library. GRRL staff will work with City staff to create this list in 2017 (page 6). • Addition of Exhibit B to list GRRL policies and specify minimum levels of service provided by the library (page 7). • Addition of Exhibit C with a map of the leased facility space (page 15). The city attorney had an opportunity to review the updated agreement and recommended Monticello ask GRRL to consider adding supplemental language to section 16 — Indemnification. He wanted to more clearly articulate that both parties should be deemed City Council Agenda: 03/13/2017 a "single government unit" for the purposes of liability and neither "party takes responsibility for acts or omissions of the other party." Staff made the request to the library, but the GRRL Board of Trustees felt the existing language in the section was sufficiently strong. They did not want to alter the language of the agreement for a single city, removing the consistency across all branches. A. REFERENCE AND BACKGROUND: Al. Budget Impact: In addition to maintenance and utility costs, the city currently budgets about $6,000 per year for programming support. The agreement retains this arrangement. A2. Staff Workload Impact: There was initial work for staff to review the contract and work with Great River Regional Library on the final document. There is no increase to staff workload if the agreement is approved. B. ALTERNATIVE ACTIONS: 1. Motion to approve the agreement with Great River Regional Library. 2. Motion to deny approval of the agreement with Great River Regional Library. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Current agreement with Great River Regional Library B. Proposed agreement with Great River Regional Library CL.) r f" - LIBRARY BRANCH AGREEMENT THIS AGREEMENT, made and entered into this 107'11 day of *1 a, 200.$ by and between the City of Monticello, a municipal urporation, hereinafter collectively referred to as "CITY," and Great River Regional Library, a public regional library system established under Minnesota Statutes, hereinafter referred to as "GRRL." WHEREAS, the Monticello City Council, by written action, has established a branch library of the Great River Regional Library System in the City of Monticello, NOW, THEREFORE, the parties hereto wish to commit in writing the terms and conditions under which the CITY, will be affiliated with GRRL, and in consideration of the premises, the parties do hereby agree as follows. 1. SERVICES. Throughout the term of this agreement GRRL agrees to provide basic system services as defined in Minnesota Statute 134.001, Subdivision 5. These services shall include, but shall not be limited to, communication among parties, resource sharing, delivery of materials, reciprocal borrowing, and cooperative reference service. In addition, the following specific services shall be provided: A. Determination and development of services to be provided with input from citizens of the communities. B. Development and carrying out of all library policies. GRRL maintains uniform policies for all library services and to minimize confusion no individual policies for the Monticello location will be maintained except any policies adopted by the City related to meeting room usage as noted under 4(A). C. GRRL administrative staff determines hours of service with input from local residents. D. Collection development — the GRRL staff is responsible for selection of library materials for all GRRL branches. All books, magazines, cassettes, films, videos or other materials purchased for any branch are to be ordered through headquarters regardless of the source of funds. Local citizens are encouraged to make suggestions for collection development and headquarters staff will try to follow their advice. E. Personnel administration: GRRL is responsible for the selection, training and employment of all branch personnel. The GRRL Board is responsible for maintaining a region -wide pay schedule and personnel policy for all GRRL personnel. All decisions relating to promotion, demotion, hiring or termination is the responsibility of the regional library. F. GRRL will insure all building contents, including materials, which are owned by GRRL. G. Miscellaneous services — telephone service, delivery service, purchase of essential operating supplies including postage, seasonal or holiday decorations and supplies, program and story hour supplies and all other responsibilities not directly associated with the provision and maintenance of physical facilities. H. Automation equipment, software and licenses required to perform assigned GRRL functions. 2. EQUIPMENT AND FURNISHINGS. In connection with the location of a branch library in the City of Monticello, the City of Monticello will provide appropriate equipment and furnishings for the library such as HVAC equipment, furniture and book shelves. Furnishings shall not include office equipment such as computers, copiers, fax machines, typewriters, calculators and other automated office equipment. It is the understanding of the parties hereto that the title to the said equipment and furnishings will remain with the CITY throughout the term of this agreement. If during the term of the agreement the equipment and furnishings shall be deemed to be obsolete or shall need replacing, then the original furnishings and equipment shall be returned to the City of Monticello for sale or other disposition. In the event that the equipment provided by the City of Monticello becomes inadequate for the provision of library service, the CITY shall provide acceptable replacement equipment within 90 days if funds were included within the current years operating budget. Unless the obsolete furnishings or equipment render the facility unsuitable for providing library services, the CITY would retain the option of replacing furnishing and equipment items in the next annual budget cycle. 3. LIBRARY FACILITY. Throughout the term of this agreement, the City of Monticello will provide a facility to serve as the location of the GRRL branch library. All costs associated with operating the building, including, but not limited to custodial services, utilities, insurance, and building maintenance will be paid for by the CITY without offset or reimbursement to or from the GRRL funds or appropriations. The CITY, its employees and agents, will be allowed to access the said building in order to provide janitorial services and maintain the building. Janitorial and trash removal services will be provided on at least a weekly basis. The CITY will make necessary arrangement to provide for all necessary maintenance and repair of the buildings and grounds, including raking, lawn mowing and timely snow removal. The facility should have adequate air conditioning and heating. 4. ADDITIONAL CITY RESPONSIBILITIES. In connection with the operation of a branch in the City of Monticello, the CITY shall be responsible for the following: A. Development and interpretation of policies related to meeting room use (if applicable); 2 B. Support of special programming such as discussion groups, lectures, art exhibits and children's programming; C. Support for provision of reasonable funding for regional library service programs with local, state, and federal authority; D. Development of additional local funding (taxes, gifts, etc.) for supplementary materials and equipment; and E. Establishing "Rules of Behavior", satisfactory to GRRL; this will be enforced by the City or County Law Enforcement. GRRL will, upon request, provide examples of previously approved behavior codes. 5. FIRE AND EXTENDED COVERAGE INSURANCE. CITY as its sole cost and expense, shall keep the building and all improvements appurtenant thereto, and all fixtures and equipmeht therein, insured for the benefit of the CITY against loss or damage by fire and against such other risks as are or shall be customarily covered with respect to buildings similar in construction, general location, use, and occupancy, including, but not limited to, windstorm, hail, explosion, vandalism, riot and civil commotion, damage from vehicles, smoke damage, and such other damage as may be deemed necessary by the CITY. 6. PERSONAL PROPERTY INSURANCE. GRRL shall maintain insurance coverage upon all personal property owned by GRRL including library materials and equipment. The CITY shall maintain insurance coverage upon all other personal property including that of the CITY or the personal property of any others kept, stored, displayed (visual arts) or maintained on the Monticello Library premises against loss or damage by fire, windstorm, or other casualties for such amounts as GRRL or the CITY may desire. Any personal property not owned by the City of Monticello or GRRL can only be stored at the site upon approval by the City of Monticello. i. GIFTS AND ENDOWMENTS. After the execution of this agreement, all property, except library materials, given, granted, conveyed, donated, devised, or bequeathed to, or otherwise acquired by the CITY shall vest in, and be held in the name of the City of Monticello. All library materials so acquired by the CITY will be handled in accordance with the provisions outlined in the document EXPLANATION OF GRRL GIFT MATERIAL POLICIES. 8. EMPLOYEES. GRRL will employ such individuals as it deems appropriate to provide the necessary library services associated with operating the branch library. The salary, employment schedule and job description for all employees will be established by GRRL. Any employees will serve under the terms of the GRRL Personnel Rules and Policies manual. 9. TERMINATION OF AGREEMENT. This Agreement shall remain in full force and effect until terminated by either party by 60 day written notice. Upon termination of 3 this Agreement by either party, the operation of the branch library will cease. Each party will be responsible for removing its property from the facility. GRRL will remove its property from the branch facility within 30 days of the closing of the branch location. 10. NOTICES. All communications and notices required to be given or served hereunder shall be in writing and shall be deemed to have been duly given or served if delivered in person or deposited in the United States Mail, postage prepaid, for mailing by certified or registered mail, return receipt requested, and addressed to a party to this agreement at the address hereafter stated: Director Great River Regional Library 405 St. Germain Street St. Cloud, MN 56301 City Administrator City of Monticello 505 Walnut Street, Suite #1 Monticello, MN 55362 11. BINDING EFFECT. This agreement shall be binding on and shall inure to the benefit of the parties hereto and to their assigns and successors in interest. 12. AMENDMENT, MODIFICATION, AND WAIVER. No amendment, modification, or waiver of any condition, provision, or term hereof shall be valid or of any effect unless made in writing, signed by parties hereto and specifying with particularity the extent and nature of such amendment, modification, or waiver. Any waiver by any party of any default of another party shall not affect or impair any right arising from any subsequent default. 13. SEVERABLE PROVISIONS. Each provision, section, sentence, clause, phrase, and work of this agreement is intended to be severable. If any provision, section, sentence, clause, phrase, or work hereof is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of the agreement. 14. MINNESOTA LAW. This agreement shall be construed and enforced in accordance with the laws of the State of Minnesota. 15. ASSIGNMENT. Neither party may assign its interest hereunder without the express written consent of the other party. 16. ARBITRATION. At the mutual agreement of the parties, any claim or controversy arising out of or relating to this agreement or the breach thereof may be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment on the award granted by the arbitrator may be entered in any court having jurisdiction thereof. This shall not be construed to prevent any party from seeking legal redress to enforce the provisions of this agreement. 4 IN WITNESS WHEREOF, the parties have caused this agreement to be executed the day and year first above written. CITY OF MONTICELLO May City Clerk / GREAT RIVER REGIONAL LIBRARY ident,�oard of Trustees /� Secretary, Board of Trustees 5 44-e� Y• Library [director U'w'6..'w41 4 GREAT RIVER REGIONAL, LIBRARY in Benton, Morrison, Sherburne, Stearns, Todd, & Wright Counties November 22, 2016 City Administrator Jeff O'Neill City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 Dear Jeff, In response to the new Library Branch Agreement we sent in July, several cities requested edits prior to their city approving the agreement. We met with 17 city representatives on October 20 and discussed the suggested revisions. We appreciate the feedback received from all city representatives who reached out to us. On November 15th, the GRRL Board of Trustees approved the revised language and the addition of exhibits to include an asset list and the GRRL policies which the agreement references. They also extended the deadline for cities to approve the new agreement to June 30, 2017. Our staff will work with your city in early 2017 to compile asset listings to show which furniture, fixtures and equipment are city owned. The recent revisions clarify areas that have caused confusion with our cities in the past. This Library Branch Agreement ensures all of our, cities are being held to the same standards for the facilities they provide. It also more clearly defines GRRL responsibilities. Enclosed is the agreement for your signature. If your city is unable to approve it before the June 30th deadline, an extension request needs to be submitted to the GRRL Board of Trustees for consideration. If you would like to discuss this revised agreement or would like us to present the information to your city council, please contact Administrative Assistant Patricia Waletzko to schedule time with me. Patricia can be reached at patriciaw@grrl.lib.mn.us or (320)650-2545. Sincerely, Karen Pundsack Executive Director 1300 W. St. Germain Street St. Cloud, MN 56301 - 320-650-2500 www.griver.org Library Branch Agreement THIS AGREEMENT, made and entered into this day of , by and between the City of Monticello, a municipal corporation, hereinafter collectively referred to as "CITY," and Great River Regional Library, a public regional library system established under Minnesota Statutes, hereinafter referred to as "GRRL." WHEREAS, the Monticello City Council, by written action, has established a branch library of the Great River Regional Library System in the City of Monticello. NOW, THEREFORE, the parties hereto wish to commit in writing the terms and conditions under which the CITY will be affiliated with GRRL, and in consideration of the premises, the parties do hereby agree as follows. 1. SERVICES. Throughout the term of this agreement GRRL agrees to provide basic system services as defined in Minnesota Statute 134.001, Subdivision S. These services shall include, but shall not be limited to, communication among parties, resource sharing, delivery of materials, reciprocal borrowing, and cooperative reference service. In addition, the following specific services shall be provided: A. Determination and development of services to be provided with input from citizens of the communities. B. Development and carrying out of all library policies. GRRL maintains uniform policies for all library services, and to minimize confusion, no individual policies for the Monticello location will be maintained. C. GRRL administrative staff determines hours of service with input from local residents. GRRL will provide staffing for a minimum of 20 open hours per week or the minimum number of hours necessary to qualify for Regional Library Telecommunication Aid. D. The GRRL staff is responsible for selection of library materials for all GRRL libraries. All materials purchased for any library are to be ordered through GRRL regardless of the source of funds. Local citizens are encouraged to make suggestions for collection development and GRRL staff will evaluate those recommendations utilizing the library's Collection Development Policy. Gift materials, monetary donations, and equipment will be accepted under the provisions of GRRL policies. Personnel administration: GRRL is responsible for the selection, training and employment of all branch personnel. The GRRL Board is responsible for maintaining a region -wide pay schedule and personnel policy for all GRRL personnel. All decisions relating to promotion, demotion, hiring or termination are the responsibility of GRRL. F. GRRL will insure all building contents, including materials, which are owned by GRRL. G. Miscellaneous services: telephone service, delivery service, purchase of essential operating supplies and all other responsibilities not directly associated with the provision and maintenance of physical facilities. Services beyond established GRRL base -level services as defined in GRRL policy outlined in Exhibit B will be the responsibility of the CITY. Revised 11.2016 Page 1 H. Automation equipment, software and licenses required to perform assigned GRRL functions. GRRL maintains a centralized integrated library automation system and is a MnLINK participant. Computers are to be used for library purposes only. No hardware or software can be added to any GRRL computer without the authorization of library administration. All library Internet access will be provided through GRRL, to assure compliance with the state and federal regulations and funding requirements. GRRL will provide an Internet connection to operate the GRRL- sponsored integrated library system as well as public computing stations and public wireless services. EQUIPMENT AND FURNISHINGS. In connection with the location of a branch library in the City of Monticello, the City of Monticello will provide appropriate equipment and furnishings for the library as determined by GRRL and CITY. City -owned equipment is outlined in Exhibit A. It is the understanding of the parties hereto that the title to the said equipment and furnishings will remain with the CITY throughout the term of this agreement. If during the term of the agreement the equipment and furnishings shall be deemed to be obsolete or shall need replacing, then the original furnishings and equipment shall be returned to the City of Monticello for sale or other disposition. In the event that the equipment provided by the City of Monticello becomes inadequate for the provision of library service, the CITY shall have one (1) year or a time frame established through mutual agreement of both the CITY and GRRL to provide an acceptable plan for replacement of equipment before this agreement may be terminated. 3. LIBRARY FACILITY. Throughout the term of this agreement, the City of Monticello will provide a facility to serve as the location of the GRRL branch library based on the standards as outlined in GRRL policy in Exhibit B. All costs associated with operation and upkeep of the building including, but not limited to custodial services, utilities, insurance, and building maintenance will be paid for by the CITY without offset or reimbursement to or from the GRRL funds or appropriations. The CITY, its employees and agents, will be allowed to access the said building in order to provide janitorial services and maintain the building. Janitorial and trash removal services will be provided on at least a weekly basis. The CITY will make necessary arrangement to provide for all necessary maintenance and repair of the buildings and grounds including, but not limited to, raking, lawn mowing and timely snow removal. The facility needs to meet the following requirements: • Adequate air conditioning and heating. • Adequate space to meet its service, operation and storage needs. • Complies with local or state ADA parking requirements, whichever is greater. • Complies with federal, state and local restroom requirements. • Has an exterior book drop in a well lit area. If the book drop empties into the interior of the library, it must meet state fire code regulations. • New buildings or facility remodels of the library will be done with mutual agreement of both GRRL and the CITY. • Meet uniform building code, pass GRRL safety audit standards and meet library insurance carrier requirements. • Complies with GRRL policies as outlined in Exhibit B and includes GRRL branding for building identification and internal signage. • Interior space is well maintained to reasonable standards and presents a modern, fresh and clean appearance including walls, paint, wiring and flooring. Revised 11.2016 Page 2 4. ADDITIONAL CITY RESPONSIBILITIES. In connection with the operation of a branch in the City of Monticello, the CITY shall be responsible for the following: A. The host location must meet state maintenance of effort requirements throughout the term of this agreement. Libraries must receive financial support sufficient to qualify for state and federal aid; B. Development and interpretation of policies related to meeting room use (if applicable); C. Support of special programming by providing space for discussion groups, lectures, art exhibits and children's programming, etc.; D. Support for provision of adequate funding for regional library service programs with local, state, and federal authority; E. Development of additional local funding (taxes, gifts, etc.) for supplementary equipment and facilities; and F. Establishing "Rules of Behavior", satisfactory to GRRL; this will be enforced by the City or County Law Enforcement. GRRL will, upon request, provide examples of previously approved behavior codes. G. Libraries must abide by the policies established by the GRRL Board of Trustees. 5. FIRE AND EXTENDED COVERAGE INSURANCE. CITY at its sole cost and expense, shall keep the building and all improvements appurtenant thereto, and all fixtures and equipment therein, insured for the benefit of the CITY against loss or damage by fire and against such other risks as are or shall be customarily covered with respect to buildings similar in construction, general location, use, and occupancy including, but not limited to, windstorm, hail, explosion, vandalism, riot and civil commotion, damage from vehicles, smoke damage, and such other damage as may be deemed necessary by the CITY. 6. PERSONAL PROPERTY INSURANCE. GRRL shall maintain insurance coverage upon all personal property owned by GRRL including library materials and equipment. The CITY shall maintain insurance coverage upon all other personal property owned by CITY. GIFTS AND ENDOWMENTS. After the execution of this agreement, all property, except library materials and equipment, given, granted, conveyed, donated, devised, or bequeathed to, or otherwise acquired by the CITY shall vest in, and be held in the name of the City of Monticello. All library materials and equipment so acquired by the CITY will be handled in accordance with the provisions of GRRL policy. 8. EMPLOYEES. GRRL will employ such individuals as it deems appropriate to provide the necessary library services associated with operating the branch library. The salary, employment schedule and job description for all employees will be established by GRRL. Any employees will serve under the terms of the GRRL Personnel Rules and Policies. TERMINATION OF AGREEMENT. This Agreement shall remain in full force and effect until terminated by either party, by providing written notice of resignation at least three (3) full calendar months prior to the end of the calendar year. If a party fails to fulfill its obligations under this Agreement in a proper and timely manner, or otherwise violates the terms of this Agreement, the other party has the right to terminate this Agreement. Revised 11.2016 Page 3 The GRRL Board of Trustees, at a regular meeting, by a two-thirds (2/3) vote of those present and voting (assuming a quorum), may terminate the operations of any library in violation of any requirements of this agreement, provided that notice of such meeting shall specifically state that such termination shall be one of the items of business to be considered at the meeting. If the agreement is terminated the CITY agrees to: A. Allow GRRL staff and Internet service provider to remove all telecommunications equipment owned by GRRL but located on site. B. Return all materials, equipment or other items received from GRRL for which the ownership has not been transferred whether owned by GRRL or by other persons or facilities. Cities terminating the agreement cannot re -apply for services until a minimum of three years has passed from the date of termination. Upon termination of this Agreement by GRRL, CITY shall be relieved of any further obligations to GRRL. Termination does not relieve the CITY of any current obligations to GRRL. Cities that terminate services can make no future claims against GRRL. Upon termination of this Agreement by either party, the operation of the branch library will cease. Each party will be responsible for removing its property from the facility. GRRL will remove its property from the branch facility within 30 days of the closing of the branch location. 10. NOTICES. All communications and notices required to be given or served hereunder shall be in writing and shall be deemed to have been duly given or served if delivered in person or deposited in the United States Mail, postage prepaid, for mailing by certified or registered mail, return receipt requested, and addressed to a party to this agreement at the address hereafter stated: Executive Director Great River Regional Library 1300 W St. Germain Street St. Cloud, MN 56301 City Administrator City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 11. BINDING EFFECT. This agreement shall be binding on and shall inure to the benefit of the parties hereto and to their assigns and successors in interest. 12. AMENDMENT, MODIFICATION, AND WAIVER. No amendment, modification, or waiver of any condition, provision, or term hereof shall be valid or of any effect unless made in writing, signed by parties hereto and specifying with particularity the extent and nature of such amendment, modification, or waiver. Any waiver by any party of any default of another party shall not affect or impair any right arising from any subsequent default. 13. SEVERABLE PROVISIONS. Each provision, section, sentence, clause, phrase, and work of this agreement is intended to be severable. If any provision, section, sentence, clause, phrase, or work hereof is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of the agreement. 14. MINNESOTA LAW. This agreement shall be construed and enforced in accordance with the laws of the State of Minnesota. Revised 11.2016 Page 4 15. ASSIGNMENT. Neither party may assign its interest hereunder without the express written consent of the other party. 16. INDEMNIFICATION. GRRL and the CITY mutually agree to defend, indemnify and hold each other, its officials, officers, employees and agents harmless from any claims, demands, actions or causes of action, (including reasonable attorney's fees and expenses), arising out of any act or omission arising from their own negligent acts, its subcontractors, agents or employees in the performance of, or with relation to, any of the work or services to be performed or furnished by GRRL or the CITY under this Agreement. 17. MEDIATION. By mutual agreement of the parties, any claim or controversy arising out of or relating to this agreement or the breach thereof may be settled by mediation. This shall not be construed to prevent any party from seeking legal redress to enforce the provisions of this agreement. IN WITNESS WHEREOF, the parties have caused this agreement to be executed the day and year first above written. CITY OF MONTICELLO Mayor City Administrator GREAT RIVER REGIONAL LIBRARY Library Executive Director President, GRRL Board of Trustees Secretary, GRRL Board of Trustees Revised 11.2016 Page 5 Exhibit A - City -Owned Equipment Listing of city -owned assets — chairs, desks, phones, etc. Revised 11.2016 Page 6 Exhibit B - Related GRRL Policies GRRL Library Development Policy III. Minimum Level of Service The following minimum level of service is defined as the basic GRRL library services delivered at every library throughout the region. The total amount of services delivered will be dependent on facility space, population size of community and surrounding area, proximity to other libraries, active registered borrowers, and patron demand. Collection • Shared and Floating - The collection is shared and floats freely among all GRRL libraries. • Broad audience - Materials are purchased in a variety of formats representing a wide variety of views and tastes. • Community driven - Patrons may suggest specific titles for purchase. Whenever possible, Interlibrary Loan will be offered for items GRRL does not purchase. • Delivery - Delivery of requested material is provided on a regular basis. • Collection maintenance - Library materials are systematically evaluated to facilitate the repair or withdrawal of damaged, unused or obsolete materials from the collection. Technology • Wireless - Public wireless Internet is available for web browsing from most devices. • Internet station - Computer workstations with software are provided for public use. • Public Access Catalog - Computer workstations are restricted to library catalog use and accessing library provided databases or services. • Copying - Copiers are available for patrons to use for a fee per page. • Printing from public computers - Patrons may print from GRRL computer workstations for a fee per page. Locally Delivered Public Services • Information services - Reference, reader's advisory and technology assistance provided in- person or over the phone. • Circulation services - Registration of library cards, check-out and check-in of library materials. Automated telephone or email notification for requested materials. • Programming services - Programs for all ages: pre -k, school age, teen, and adult with a minimum of 25 programs annually. A minimum of one outreach event per library community annually. Regionally Delivered Public Services Web -based Online catalog -The library catalog is maintained to reflect library holdings and facilitate convenient 24/7 access to library materials. Digital Library — e -books and a -audio materials are available through the library's website. Revised 11.2016 Page 7 Virtual reference — Email reference available during library open hours. Chat reference available 24/7 through statewide AskMN consortium. Subscription Databases - Patrons have access to databases on various topics that are subscribed to by GRRL or Electronic Library of Minnesota (ELM). In -library Book -a -Librarian - Personalized face-to-face sessions with a librarian by scheduled appointment. Programming o Arts & Cultural Heritage Programs (grant dependent) o Summer Reading Program o Winter Reading Program Marketing and publicizing programs and services. Criteria for Scale of Services Delivered The number of public and staff computer stations will be dependent on facility size and wiring capacity. Additionally, total Internet usage, borrowers, and open hours will be used to determine the number of stations assigned to a library. A minimum of one public access catalog, two public Internet station and two staff computer work stations will be provided in each library. The amount of programs, marketing and publicity will be dependent on the number of borrowers served at each library and grouped by Tier. Tier ! Open Hours 1 20-23 2 24-40 3 j 41-49 4 '� 50 or more Approved Date: 7/19/2016 GRRL Library Development Policy V. New Libraries Borrowers Minimum Annual Program Levels 400-1,300 25 1,300-4,000 30 4,000-20,000 40 20,000 or more 200 Library buildings are the responsibility of the municipality to operate and maintain. They may be owned or leased. Funding other than municipal tax receipts may be used to provide for those responsibilities, but those costs must be guaranteed by city council resolution and city levy authority. All requirements under Minnesota Statute 134.34 must be met. A. New Libraries - Building Requirements* 1. The city wishing to add a new GRRL library location needs to meet all GRRL specifications for community size, facility space and distance from other GRRL libraries as outlined in GRRL policy and the GRRL Branch Agreement or other requirements set by the GRRL Board of Trustees. Revised 11.2016 Page 8 2. Site: the library site shall provide maximum convenient access to the greatest number of people in the community during the normal course of their daily activities by being located near the center of highest density of daily activity and near high use facilities such as a post office, retail stores, educational facilities, or in close proximity to government centers or community centers. 3. The municipality will provide adequate, safe, convenient and well -lighted parking areas for library users and staff. Parking needs are based on population served. Convenient on and off street parking shall be made available for library customers. The minimum number of parking spaces may be determined by municipal zoning ordinances. Handicapped parking requirements of the Americans With Disabilities Act must be met. 4. Minnesota provides no absolute numerical standards for public library size. However, a large community population indicates a need for greater amounts of public service space to provide for necessary collections and other services. Communities serving larger populations require libraries with more floor space not only for larger collections, but also for additional seating, larger program space and greater numbers of computers to access library information resources. 5. The library must be of adequate size to meet and implement the full range of library services that are consistent with GRRL's long range plan and the standards within this document. 6. The library will have adequate space for adult, child, and family use, with all materials easily accessible for library users of all ages. Furniture provided by the municipality must also include design elements appropriate for children and patrons with disabilities. Furnishings and shelving purchased by the city must be approved by GRRL. Furnishings and shelving will remain as property of the city that will bear the responsibility of maintaining the facility and furnishings as outlined in the branch agreement. All purchased equipment will become the property of GRRL and must be approved by GRRL who will bear the responsibility of maintaining library operations as outlined in the GRRL Branch Agreement. 7. The library building and furnishings must meet state and federal requirements for physical accessibility, including the ADA Accessibility Guidelines for Buildings and Facilities (ADAAG). 8. In compliance with ADAAG, library signage must include directional signs and instructions for the use of the collection, the catalog, and other library services in print, Braille, alternate formats and languages other than English, as appropriate. 9. The library facility will support the implementation of current and future technologies. Installation and repair of code compliant wiring within the facility is a municipal responsibility. 10. The library entrance will be clearly visible and located on the side of the building that most users approach. 11. Interior lighting levels must comply with standards issued by the Illuminating Engineering Society of North America. 12. The library facility provides for the return of library materials when the library is closed. After- hours book deposits must be easily accessible to staff and secure and protect library materials from weather elements. It is highly recommended that after-hours book deposits store materials inside the facility. They must also be easily accessible to people with disabilities. 13. The municipality will provide appropriate floor covering throughout the building (carpeting or other sound absorbing materials). 14. The building will include appropriate ceiling treatments throughout (sound absorbing materials). 15. The building will include appropriate space for heating and cooling equipment, stairways, janitorial, entryway, and other spaces determined by community needs, service program and architectural design. 16. Because of additional staffing costs associated with multi-level buildings, all new libraries shall be constructed on one level of public service space. The space should be as open and as flexible as possible. Revised 11.2016 Page 9 17. The building will include adequate heating and air conditioning. 18. The building will include adequate electrical service, conduits and outlets necessary to meet GRRL's needs. 19. Library space must be utilized only as a library and not as a community meeting room, city hall or any other purpose. Multi -use facilities are acceptable only if the library area has its own designated space and is physically separated from other areas of the building with walls and doors that can be locked and secured by library staff. 20. Library shelving must be standard metal or wood shelving in 3' sections in a variety of heights to accommodate children's, reference, audio-visual and other collections. All standard shelving units will be furnished with adjustable shelves. 21. The building must include convenient delivery access: the delivery access must be accessible for deliveries of library materials from headquarters. 22. The building must include an adequate private work area for staff off -desk tasks and breaks. B. New Libraries -Access Requirements* 1. Library signage must be provided on main community thoroughfares as well as on the building. Communities must also provide signage on the facility that includes the GRRL logo. 2. The standard range of library services must be available during every open hour. 3. Library hours must include a mixture of morning, afternoon, evening and weekend hours to provide as much accessibility as possible for library users. 4. GRRL determines open hours schedules. Library open -hour schedules are arrived at by methods that may include a survey of the community, as well as an evaluation of library hours of adjacent library facilities to insure as much access for the public as possible. 5. Libraries must be open a minimum of 20 hours per week, or the minimum number of hours necessary to qualify for Regional Library Telecommunication Aid. * These requirements are based on the Wisconsin Public Library Space Needs Standards document. They are also referenced in Minnesota State Library's Accessibility and Construction Grant guidelines. C. New Libraries - Other General Requirements Service Area Library buildings and their primary area of service must be within the following Minnesota counties: Benton, Morrison, Sherburne, Stearns, Todd, and Wright. The population served must be at least 5,000 based on the community and adjacent townships surrounding the community. The most recent population statistics from the Office of the State Demographer will be used to determine compliance with this requirement. Start-up Costs Start-up costs for new library facilities are the responsibility of the host city to be provided through local funds. These costs include but are not limited to: Library equipment and furnishings — funding for staff and public computers, network equipment, copier, telephone, Express Checkout machine. Equipment must meet minimum GRRL standards as outlined in policy to ensure compatibility with existing systems. Basic library equipment and operations costs Revised 11.2016 Page 10 required: circulation terminals, public access catalogs, public computer stations, cabling, printers, a copier, book carts and network equipment. Additionally, the costs for software license fees, printing, maintenance contracts, telecommunications (usually provided by RLTA), and miscellaneous equipment need to be covered. Considerations for space, wiring and equipment costs for self checkout stations are strongly recommended for libraries with projected circulation figures over 12,000 items per month. Projected costs will be calculated as part of a new library proposal and will be based on GRRL libraries of similar size and population service area. Opening Day Collection — Funding for a physical collection of a size adequate to meet the size of the community. Library materials equivalent to 70 percent of capacity based on libraries of comparable size in GRRL. The opening day collection will consist of 25 percent re -distributed older materials from existing GRRL collection and 75 percent newly purchased materials. Projected costs will be calculated as part of a new library proposal and will be based on current GRRL models of collection size and format. Any other items needed to open the library and meet GRRL specifications as determined by library administration and the GRRL Board. Approved Date: 01/08/08 GRRL Library Development Policy VII. Responsibilities of the Local City Council for Library Operation 1. Provision and maintenance of a building, furniture for staff and public areas, shelving and other building equipment (including but not limited to circulation desk). 2. Provision and maintenance of heat, air conditioning, light, water and other utilities with the exception of telephone service. All code compliant wiring is to be provided by the building owner or the municipality. 3. Janitorial (cleaning) and trash removal services on at least a weekly basis. Larger facilities need more frequent janitorial services. 4. Maintenance and repair of the building and grounds including raking, lawn mowing and snow removal in a timely manner. 5. Cities must provide insurance on the building (if city owned) and city owned contents. The city must also provide liability insurance coverage. 6. Development and interpretation of policies relating to meeting room use (if applicable). 7. Development of a Rules of Behavior Policy enforceable by local law enforcement. Approved Date: 01/08/08 GRRL Library Development Policy VIII. Responsibilities of Great River Regional Library 1. Determination, development, and provision of programs and services to be provided with input from local residents of individual communities. 2. Development and carrying out of all library policies. GRRL maintains uniform service policies for all libraries. To minimize confusion no individual service policies for particular locations will be maintained. Revised 11.2016 Page 11 3. GRRL administrative staff determines hours of service with input from local residents. 4. Collection development: The GRRL staff is responsible for selection of library materials for all GRRL libraries. All materials purchased for any library are to be ordered through GRRL regardless of the source of funds. Local citizens are encouraged to make suggestions for collection development and GRRL staff will evaluate those recommendations utilizing the library's Collection Development Policy. Gift materials or monetary donations will be accepted under the provisions of GRRL's Collection Development Policy. Collection maintenance including future purchases and de - acquisitions (weeding) 5. Personnel administration: GRRL is responsible for the selection, training and employment of all personnel. The GRRL Board is responsible for maintaining a region -wide compensation schedule and personnel policy applicable to GRRL employees. All decisions relating to staffing levels, promotion, demotion, hiring or terminations are the responsibility of the regional library. 6. GRRL will insure all GRRL owned materials and equipment. 7. Miscellaneous services: GRRL provides basic telephone service (except building wiring), networking, Internet connections and technology services, programming, delivery service, purchase of essential operating supplies and all other responsibilities not directly associated with the provision and maintenance of library buildings. Maintenance of GRRL-provided equipment. 8. GRRL will provide automation equipment, software and licenses required to perform assigned GRRL functions. 9. Computers — GRRL computers are to be used for library purposes only. No software can be added to any GRRL computer without the authorization of the Associate Director - Information Technology. Approved Date: 01/08/08 GRRL Library Development Policy IX. Renovated, Re -located or Expanded Libraries Local governments must work closely with GRRL when planning for renovation, expansion or relocating libraries. GRRL administration and/or the GRRL Board must approve all renovation and relocation projects. The GRRL board shall determine whether GRRL staff and materials will or will not be located in any building provided by the city. The GRRL board may choose not to provide service in a renovated or relocated building if it does not meet the needs of the region. Relocated libraries must meet the criteria established in this document under V. New Libraries, sections A, Band C. When existing libraries are renovated or expanded, significantly increased usage is likely. Anticipating and planning for increased staffing levels at these locations will require ongoing conversation with city planners. GRRL's budget cycle requires that a budget for the following calendar year be set in July of the preceding year. Budget planning for additional staff must be completed as part of the GRRL budget process well in advance of any library's expansion, relocation or renovation. Approved Date: 01/08/08 Revised 11.2016 Page 12 GRRL Library Development Policy X. Contracts and Final Agreements Using the criteria listed above, the following additional steps are required for the establishment of new libraries. The GRRL board has the final authority to approve the relocation or establishment of any new library. New Library Consideration Process 1. City makes an official request by resolution for addition of a new branch location to the GRRL Board. 2. Upon GRRL Board approval, GRRL management provides the City and the GRRL Board with a full analysis of the requirements needed for new branch service, including start-up and ongoing operational costs. 3. Any city given authority by the GRRL Board to establish a new library shall pass a resolution committing the funding needed to meet the expenses listed in GRRL policies V. New Libraries and VI. Responsibilities of the Local City Council for Branch Operation from city revenues. Other funding sources may be used to meet these costs, but they must be backed by city resources under city levy authority. The city presents its proposal to the GRRL Finance Committee for consideration and recommendation to the full GRRL Board of Trustees. 4. The GRRL Board considers the proposal. Any new branch service ongoing operational costs are incorporated into future GRRL budgets. 5. A signed contract must be in place prior to the establishment of a new library outlining responsibilities of GRRL and the city. Approved Date: 01/08/08 Revised Date: 07/19/16 GRRL Service & Administration Policy Chapter 3C.1 Branch Facility Non -Compliance Process The following steps will be followed if a GRRL facility is in need of updates or out of compliance with GRRL standards: 1. GRRL management and local staff will notify city officials of facility branch agreement non- compliance issues, such as maintenance needs, wiring requirements, or safety concerns. 2. GRRL management and local staff will work with city officials to develop an action plan to address identified issues. 3. All notifications and actions will be included in management and building reports to the GRRL Board of Trustees. 4. If unsatisfactory response from the city, management will share concerns with the GRRL Board and request approval of next steps for action. These steps will include: o An identified timeline for improvements based on safety, security and/or other issues. o Presentation of the city's response to management concerns (if any). o Proposed level/s of response if GRRL needs/expectations are not met. Revised 11.2016 Page 13 If issues remain unresolved for an unsatisfactory amount of time, GRRL Board may vote to suspend services as outlined in the GRRL Branch Agreement. Approved Date: 7/19/2016 GRRL Public Relations Policy Chapter 2C. Equipment Donation GRRL generally does not accept donated equipment. In the event that an exception is made and the equipment is accepted, the donation must enhance the mission of GRRL. GRRL reserves the right to decline any equipment donation for any reason. This equipment will be considered the property and full responsibility of GRRL. The Associate Director - Information Technology (IT) will determine the suitability of donated equipment that is operated or maintained by IT. The Associate Director - IT and/or the Library Executive Director must approve equipment donations and monetary donations designated for a particular technology purpose in writing prior to the acceptance. Failure to obtain prior written approval may result in removal of the equipment and/or disciplinary action for staff. Equipment donations need to follow standard donation procedures. Equipment that is donated may be reallocated or disposed at the discretion of the Associate Director - IT. Approved Date: 3/26/2006 Effective Date: March 2006 Revised Date: 5/11/2010, 03/15/2011, 03/20/2012 Revised 11.2016 Page 14 Exhibit C - Facility Map Map of facility space provided by the lease. Revised 11.2016 Page 15 City Council Agenda: 03/13/2017 211. Consideration to approve a delinquent utility billing notification policy (WO) A. REFERENCE AND BACKGROUND: In the past, the city sent about 1,000 delinquent notices to residents and property owners after the due date each quarter, including 275 bill copies sent to property owners. However, with the shortened turnaround time between billing cycles, any delinquent amounts are included as a beginning balance on the next bill. Delinquent notices serve the purpose of warning before an account is shut off. Because the city does not shut water off for delinquent balances, notices are not essential. In the case of a rental property where the account is listed in the renter's name only, the owner will likely want to be notified when the account is delinquent. However, our billing system is all or nothing when it comes to delinquent notices. It does not have the capability of sending out notices to property owners of accounts solely in the tenant's name without also sending notices to all other delinquent accounts. If a property is under the tenant's name, the owner has the following options: 1) request a copy of the monthly bill to be sent to them every month 2) contact city hall to request the current balance at any time 3) add the renter's account to their online utility billing profile It is the finance department's recommendation for all properties to be billed directly to the owner. Policy: The City will not send out delinquent notices for utility bills. The one exception is in September when notices will be sent out to any property with a delinquent balance of $50 or more as part of the Public Hearing portion of the assessment process. Al. Budget Impact: This action will not have a significant budget impact. A2. Staff Impact: Minimal. Having an established policy will provide current practices with the force of council approval. B. ALTERNATIVE ACTIONS: 1. Motion to approve the delinquent utility billing notification policy. 2. Motion to approve the delinquent utility billing notification policy with the following modifications: 3. Motion to deny the delinquent utility billing notification policy. City Council Agenda: 03/13/2017 C. STAFF RECOMMENDATION: City staff recommends approving Alternative #1. D. SUPPORTING DATA: • None. City Council Agenda: 03/13/2017 2I. Consideration to apurove a utilitv billing minimum bill policv (WO) A. REFERENCE AND BACKGROUND: In the past, when water was requested to be turned off, the customer would get a minimum bill for that period, but would not get a bill in the following period(s) if the water was not turned back on again. Because the property is still connected to the city's water and sewer systems, a minimum bill should be charged for the access to the water system and sewer lines, even if the water is shut off. Policy: All residential and commercial non -irrigation meters will be billed a minimum monthly water and sewer bill, even if the water is shut off. Al. Budget Impact: This action will not have a significant budget impact. A2. Staff Impact: Minimal. Having an established policy will provide current practices with the force of council approval. B. ALTERNATIVE ACTIONS: 1. Motion to approve the utility billing minimum bill policy. 2. Motion to approve the utility billing minimum bill policy with the following modifications: 3. Motion to deny the utility billing minimum bill policy. C. STAFF RECOMMENDATION: City staff recommends approving Alternative #1. D. SUPPORTING DATA: • None. City Council Agenda: 03/13/17 2J. Consideration of appointing a representative to the Monticello Planning Commission to fill a vacancv for a term to expire on December 31, 2017 (AS) A. REFERENCE AND BACKGROUND: City Council is asked to appoint a representative to fill out a term on the Monticello Planning Commission for the position that was held by Linda Buchmann, who recently resigned. The Planning Commission recommended the appointment of John Alstad to fill the position, with a term to expire on December 31, 2017. The Planning Commission interviewed three candidates for the position on March 71h, 2017. The Commission discussed the qualifications and responses of all candidates and after a series of motions, made a 3-1 recommendation for the appointment. All candidates were felt to be qualified to fill the vacant position. Mr. Alstad resides in the City of Monticello was a previous applicant for openings on the Commission. The Planning Commissioners recognize their role as advisory for this appointment. As is practice, Council was invited to attend the interviews. Council has the authority on final appointment and City Council may wish to interview the candidates separately prior to final appointment of the position. B. ALTERNATIVE ACTIONS: 1. Motion to approve the appointment of John Alstad to the Monticello Planning Commission with the term ending December 31, 2017. 2. Motion to not approve the appointment and recommend other action. C. STAFF RECOMMENDATION: The Monticello Planning Commission recommends Alternative #1 to appoint John Alstad to the Planning Commission. D. SUPPORTING DATA: A. Applications B. Planning Commission Ordinance, Title 2, Chapter Name Address Home Phone APPLICATION FOR BOARDS AND COMMISSIONS John M. Alstad Cell Phone E -Mail CITY OF If not otherwise specified, you must be a resident of the City of Monticello to serve on the following boards. Please circle the board(s) on which you are interested in serving. Industrial and Economic Development Committee (Does not require residency) FiberNet Advisory Board City,Planning Commission Library Monticello Community Center Advisory Board Police Advisory Commission Parks Commission Economic Development Authority (May not require residency) Transportation Advisory Committee Education Highest Level of Education Bachelor of Science Emplovment Current Employer, if applicable ultra Machining Co. Positionlritle Quality Assurance Inspector Dates of Employment (starting/ending) 09/2011 - Present Former Employer, if applicable H & R Block Position/Title Tax Specialist Dates of Employment (starting/ending)1012003 - 04/2010 Other Please describe in detail why you are interested in volunteering for the City of Monticello. I am very interested in finding out how I can help the Cily of Mon i , ._llo"hatt r serve the riti Pna Also, I want to learn ac much as I can about how a city government functions. I would like to get more involved at the local government level and help make decisions to move the city forward. Please describe your prior volunteer experiences (include organization names and dates of service) While Linemployi?d in 2009 1 hPlned rnll ..t and distrlhHte rinfhing and blankets to retiremQnt / nursing hnmec in the City of Anoka area. This volunteer work was organized by the leader of our group P. Tally Pries] of unemployed workers. List your qualifications for this appointment: 2) My past employment: I have had a wide variety of work experience including the financial sector. 31 Will bring cooperation, teamwork, enthusiasm and a stronn work ethic. References Please list three non -family members who can provide references on your ability to perform this volunteer positon: Name Eric Tumipseed Phone Number Name Tim Peterson Phone Number; Name Lisa Anderson Phone Number Jahn M. Alstad PROFESSIONAL SUMMARY: Highly motivated and results orientated professional * Proven proactive, reliable and dependable self starter * Will bring enthusiasm, cooperation, teamwork and a strong work ethic * Proficient computer skills, i.e. Word, Excel and Inspection software PROFESSIONAL EXPERIENCE: *091-1011 — Present: ULTRA MACHINING CO. —Monticello, MN / Quality Inspector Confirm that First Piece Setups, First Articles, In Process parts, and Final Inspections for medical and aerospace parts meet the customer's specifications. * 01/2010 — May/2011: MODERN TOOL INC. — Coon Rapids, MN/Quality Inspector Verify that formed, laser cut and welded parts meet manufacturing best practices while also conforming to customer specifications. * 10/2003 -4/2010: H & R BLOCK - Anoka, MN / Tax Specialist Perform tax preparation using state of the art proprietary software, i.e. TPS. Develop working relationships with clients to provide the best service possible. Perform audits of previous year's returns, financial records and mortgage statements. * 11/2006 — 3/2009: PERBIX MACHINE CO. - Golden valley, MN/ Weld Technician Welding utilizing GTAW & GMAW processes to join precision components. Interpret blueprints and engineering changes. Perform quality assurance & weld inspections. Manage weld department including inventory of consumables. * 10/2002 —10/2006: CONTRACTOR Worked as a welder on a contract basis to assist companies with special projects and quality assurance as needed. * 2/2002 — 9/2002: LAKE AIR METALS - Coon Rapids, MN/ Welding Inspector Provided Quality Assurance guidance to production personnel and management. Maintained precise and detailed reports on maintenance and non -conformity via computer software. EDUCATION AND PROFESSIONAL TRAINING * BS — University of Wisconsin - Madison, WI * AA — Madison Area Technical College — Madison, WI * CAWI — American Welding Society Please read the following carefully before signing this application: I understand that this is an application for and not a commitment or promise of volunteer opportunity. I certify that I have and will provide information throughout the selection process, including on this application for a volunteer position and in interviews with the City of Monticello that is true, correct and complete to the best of my knowledge. I certify that I have and will answer all questions to the best of my ability and that I have not and will not withhold any information that would unfavorably affect my application for a volunteer position. I understand that information contained on my application will be verified by the City of Monticello. I understand that misrepresentation or omissions may be cause for my immediate rejection as an applicant for a volunteer position with the City of Monticello or my termination as a volunteer. Signature 90WIlt N® au;�LDate to s Return Completed Application to: Monticello City Hall, Attn: Human Resources, 505 Walnut St, Suite 1, Monticello, MN 55362 FAX: (763)295-4404 Former Employer, if applicable H & R Block Position/Title Tax Specialist Dates of Employment (starting/ending) 1012003 - 04/201 0 Other Please describe in detail why you are interested in volunteering for the City of "Monticello. I am yeW interested i13 finding QUt hQW I Can balij the Cjiynf Monfinelln hEder serve the cifteno.. AISO Iwant to learn as much as I can about how a city government functions. I would like to get more involved at the local government level and help make decisions to move the city forward. Please describe your prior volunteer experiences (include organization names and dates of service) City of Anoka area. This volunteer work was organized by the leader of our group P. Tally Pries] of unemployed workers. List your qualifications for this appointment: t / ' • • • i . s. E - NITZ766IMMATM: • - - i li t 'WrIUMMMILVIR I Ri. • f 2) My past employment: I have had a wide variety of work experience including the financial sector. 3) Will brino cooperation, teamwork, enthusiasm and a strong work ethic. References Please list three non -family members who can provide references on your ability to perform this volunteer positon: Name Eric Turnipseed Phone Number, Name Tim Peterson Phone Number Dame Lisa Anderson Phone Number PROFESSIONAL SUMMARY: Highly motivated and results orientated professional * Proven proactive, reliable and dependable self starter * Will bring enthusiasm, cooperation, teamwork and a strong work -ethic * Proficient computer skills, ie. Word, Excel and Inspection software PROFESSIONAL EXPERIENCE: 09/2011— Present: ULTRA MA CHINING C0.—Monticello, A17V / Quality Ins to pec r Confirm that First Piece Setups, First Articles, In Process parts, and Final Inspections for medical and aerospace parts meet the customer's specifications. * 0112010 — MayI201 1: MODERN TOOL INC. — Coon Rapids, MN / Quality Inspector Verify that formed, laser cut and welded parts meet manufacturing best practices while also conforming to customer specifications. * 1012003 -412010: H & R BLOCK - Anoka, MW/ Tax Specialist Perform tax preparation using state of the art proprietary software, i.e. TPS. Develop working relationships with clients to provide the best service possible. Perform audits of previous year's returns, financial records and mortgage statements. * 1112006 — 312009: PERBIX MACHINE CO. - Golden Valley, A47V I Weld Technician Welding utilizing GTAW & GMAW processes to join precision components. Interpret blueprints and engineering changes. Perform quality assurance & weld inspections. Manage weld department including inventory of consumables. * 1012002 —10/20016: CONTRACTOR Worked as a welder on a contract basis to assist companies with special projects and quality assurance as needed. * 212002 — 912002: LAKE AIR METALS - Coon Rapids, MN / Welding Inspector Provided Quality Assurance guidance to production personnel and management. Maintained precise and detailed reports on maintenance and non -conformity via computer software. EDUCATION AND PROFESSIONAL TRAINING • BS — University of Wisconsin - Madison, WI • AA — Madison Area Technical College — Madison, WI • CAWI — American Welding Society FF-7iesse read the carefully hafere slgnm"ng th"Oe-appUcaton: I understand that this is an application for and not a commitment or promise of volunteer opportunity. I certify that I have and will provide information throughout the selection process, including on this application for a volunteer position and in interviews with the City of Monticello that is true, correct and complete to the best of my knowledge. I certify that I have and will answer all questions to the best of my ability and that I have not and will not withhold any information that would unfavorably affect my application for a volunteer position. I understand that information contained on my application will be verified by the City of Monticello. I understand that misrepresentation or omissions may be cause for my immediate rejection as an applicant for a volunteer position with the City of Monticello or my termination as a volunteer. Signature Qa 14M M" &6;t Date Return Completed AppUtstlon to: Monticello City Hall, Attn: Human Resources, 505 Walnut St, Suite 1, Monticello, lViN 55362 FAX: (763)295-4404 "CAW is i., Name C-;qLt Address . CITY Of Home Phone Cell Phone. If not othemfise specified, you must be a resident of the City of Monticello to serve on the following boards. Industrial and Economic Development Committee (Does not require residency) FiberNet Advisory Board Pty Planning Commission Library Monticello Community Center Advisory Board Police Advisory Commission Parks Commission Economic Development Authority (May not require residency) Transportation Advisory Committee Highest Level of Education I---- �n�rM Current Employer, if applicable LAIOIM (A ti,IiAAI ' )i I Position/Title i. it Dates of Employment (starting/ending), Former Employer, if applicable Position/Title Dates of Employment (starting/ending) Please describe in detail why you are interested in volunteering for the City of Monticello. tkvjf (45 (1 vc oka'i� C ( III -e. cikj 'im pot; jW~ tz ►V 011 b'o'� V I I Please describe your prior volunteer experiences (include organization names and dates of service) " 11 1 t' J 7jt!fA-_ 14 Of Y JI J� U, v 19 q ki I al ao/ List your qualifications for this appointment: W / /g *� ^y) }� ,./y 4 r �{{I ,1 W Please list three non -family members who can provide references on your ability to perform this volunteer positon: j Name �',_),jvan Phone Number Name i ljval'a " I*' I " Phone Number Name jC, Oyrcjtti'j D'Itty-iC1,1 Phone Number I understand that this is an application for and not a commitment or promise of volunteer opportunity. I certify that I have and will provide information throughout the selection process, including on this application for a volunteer position and in interviews with the City of Monticello that is true, correct and complete to the best of my knoWedge. I certify that I have and will answer all questions to the best of my ability and that I have not and will not withhold any information that would unfavorably affect my application for a volunteer position. I understand that information contained on my application will be verified by the City of Monticello. I understand that misrepresentation or omissions may be cause for my immediate rejection as an applicant for a volunteer position with the City of Monticello orm.y termination as a volunteer. rt-)CLJ Signatyre Date I - 3 1 - 17 - Return Corn p/ I ed Application to: Monticello City Hall, Attn: Human Resources, 505 Walnut St. Suite 1, Mont' llo, MN 55362 FAX: (7i63)29v-44®4 Name Address Home Phone APPLICATION FOR BOARDS AND COMMISSIONS Katie Peterson Cell Phone E -Mail oriticello If not otherwise specified, you must be a resident of the City of Monticello to serve on the following boards. Please circle the board(s) on which you are interested in serving. Industrial and Economic Development Committee (Does not require residency) FiberNet Advisory Board C:C:it:y:P:1a:nning Commission Library Monticello Community Center Advisory Board Police Advisory Commission Parks Commission Economic Development Authority (May not require residency) Transportation Advisory Committee Highest Level of Education Current Employer, if applicable Position/Title Bachelor of Science Degree in Accounting Stearns Bank Commercial Credit Analyst Dates of Employment (starting/ending) August 2016 - Present Former Employer, if applicable 21st Century Bank Position/Title Credit Analyst Dates of Employment (starting/ending) December 2015 - August 2016 Other Please describe in detail why you are interested in volunteering for the City of Monticello. I would like to bernme more involved in the Monticello Community- I came across this volunteer npnnrtunity while visiting the Community Center. With my extensive background in commercial real estate I feel I would be an excellent fit for this opportunity. Please describe your prior volunteer experiences (include organization names and dates of service) Habbitat for Humanity - Siimpjer ?n13 List your qualifications for this appointment: My work histnry would fit in well with this opportunity in terms of what is required and expected. Currently Ier ..pare all aspects of loan memorandums including financial, market and collateral analysis. This opportunity would allow myself to apply my current skills and qualifications as well as broaden my horizon in planning and development. References Please list three non -family members who can provide references on your ability to perform this volunteer positon: Name Amanda Johnson Phone Number Name Molly Schumacher Phone Number Name Brian Fairchild Phone Number Please read the following carefully before signing this application: I understand that this is an application for and not a commitment or promise of volunteer opportunity. I certify that I have and will provide information throughout the selection process, including on this application for a volunteer position and in interviews with the City of Monticello that is true, correct and complete to the best of my knowledge. I certify that I have and will answer all questions to the best of my ability and that I have not and will not withhold any information that would unfavorably affect my application for a volunteer position. I understand that information contained on my application will be verified by the City of Monticello. I understand that misrepresentation or omissions may be cause for my immediate rejection as an applicant for a volunteer position with the City of Monticello or my termination as a volunteer. Signature Katie Peterson Date 2/27/17 Return Completed Application to: Monticello City Hall, Attn: Human Resources, 505 Walnut St, Suite 1, Monticello, MN 55362 FAX: (763)295-4404 CHAPTER 1 PLANNING COMMISSION SECTION: 2-1-1: Name of the Commission 2-1-2: Authorization 2-1-3: Membership 2-1-4: Term of Office 2-1-5: Attendance 2-1-6: Vacancy 2-1-7: Officers 2-1-8: Meetings 2-1-9: Quorum 2-1-10: Duties of the Commission 2-1-11: Amendments 2-1-12: Compensation 2-1-1: NAME OF THE COMMISSION: The name of the organization shall be the Monticello Planning Commission. 2-1-2: AUTHORIZATION: The authorization for the establishment of this commission is set forth under Minnesota Statutes, Section 462, Municipal Planning Enabling Act. The planning commission is hereby designated the planning agency of the City pursuant to the Municipal Planning Act. 2-1-3: MEMBERSHIP: The Planning Commission shall consist of five members appointed by the Council. All members shall be residents of the City of Monticello and shall have equal rights and privileges. 2-1-4: TERM OF OFFICE: (A) Aivointments. All members shall be appointed for three year terms ending on December 31St of a given year; however, said term may be terminated earlier by the Council. Terms shall be staggered so that no more than two members' terms shall expire in a given year. Said terms are to commence on the day of appointment by Council. Every appointed member shall, before entering upon the discharge of his duties, take an oath that he/she will faithfully discharge the duties of office. (B) Renewals. When an expiring member's term is up, such member may be reappointed by Council with the effective date of the new term beginning on the first day of the next year following the expiration. MONTICELLO CITY CODE TITLE 2 / Chapter 1 / Page 1 2-1-5: ATTENDANCE: It is the City Council's intention to encourage Planning Commission members to attend all Planning Commission meetings. Should any Planning Commission member be absent for more than three meetings in a calendar year, that member may be subject to replacement by the City Council. 2-1-6: VACANCY: Any vacancy in the regular or at -large membership shall be filled by the City Council, and such appointee shall serve for the unexpired term so filled. 2-1-7: OFFICERS: (A) Elections. The City Planning Commission shall elect at its January meeting from its membership a chair, vice chair, and a secretary who shall serve for a term of one year and shall have such powers as may be prescribed in the rules of said Commission. (B) Duties of Chair. The chair shall preside at all meetings of the Planning Commission and shall have the duties normally conferred and parliamentary usage of such officers. (C) Duties of Vice Chair. The vice chair shall act for the chair in his absence. (D) Duties of Secretarv. A secretary may be appointed who is not a member of the Planning Commission but can be employed as a member of city staff. The secretary shall keep the minutes and records of the Commission; and with the assistance of staff as is available shall prepare the agenda of the regular and special meetings for Commission members, arrange proper and legal notice of hearings when necessary, attend to correspondence of the Commission, and handle other duties as are normally carried out by a secretary. 2-1-8: MEETINGS: (A) The Planning Commission shall hold at least one regular meeting each month. This meeting shall be held on the first Tuesday. Regular meetings shall commence at 6:00 p.m. Hearings shall be heard as soon thereafter as possible. The Planning Commission shall adopt rules for the transaction of business and shall keep a record of its resolutions, transactions, and findings, which record shall be a public record. The meeting shall be open to the general public. (B) In the event of conflict for a regularly -scheduled meeting date, a majority at any meeting may change the date, time and location of the meeting. (C) Special meetings may be called by the Chair or two members of the Planning Commission together, as needed, and shall be coordinated with MONTICELLO CITY CODE TITLE 2 / Chapter 1 / Page 2 city staff. 2-1-9: QUORUM: A majority of all voting Planning Commission members shall constitute a quorum for the transaction of business. 2-1-10: DUTIES OF THE COMMISSION: The Commission has the powers and duties assigned to it under Minnesota Statutes, Section 462, Municipal Planning Enabling Act, by this Code, and state law. 2-1-11: AMENDMENTS: This ordinance may be amended as recommended by the majority vote of the existing membership of the Planning Commission and only after majority vote of the City Council. 2-1-12: COMPENSATION: Compensation of members of the Commission shall be as set forth in City Code for Fee Schedule. (#336, 11/22/99) (#337, 1/10/11) (#593, 3/10/14) (#607, 1/26/15) MONTICELLO CITY CODE TITLE 2 / Chapter 1 / Page 3 City Council Agenda — 03/13/2017 2K. Consideration of a request for amendment to Conditional Use Permit for Pre -K —12 Educational Use in an R-1 (Single-Familv Residence) District Applicant: Wold Architects & Builders. (NAC) Property: Legal: Lot 1, Block 1, Monticello Middle School Addition Address: 800 Broadway Street East Planning Case Number: 2016-007 A. REFERENCE & BACKGROUND Request(s): Deadline for Decision: Land Use Designation: Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Use: Surrounding Land Uses: Conditional Use Permit Amendment for school facility modifications/improvements. April 16th, 2017 (60 Days) Places for Community R-1, Single Family Residential The purpose of the "R-1" single family district is to provide for low density, single family, detached residential dwelling units and directly related complementary uses. NA Middle School North: Hospital and Medical Clinics East: Stormwater Pond/Industrial South: Railroad West: Low -Mid Density Residential Project Description: The applicants propose the following: 1. Construction of a new loading dock (building addition) on the south side of the school building. The loading dock (building addition) measures 1 City Council Agenda — 03/13/2017 approximately 580 square feet in size and will incorporate two trash enclosures. 2. The relocation of four tennis courts from the east side of the site to the southeast corner of the site. The applicants have further requested approval of two additional tennis courts (as an option) in the same location. Expansion of the school's east parking lot to overlay that area of the site currently occupied by the tennis courts (to be relocated). The parking lot expansion will provide a total 83 additional stalls. In conjunction with the parking lot expansion, an adjacent infiltration basin is proposed. ANALYSIS Review considerations for Conditional Use Permit: As noted above, the School District wishes to amend its existing conditional use permit to accommodate the following upon the Monticello Middle School site: 1. Construction of a new loading dock (building addition) on the south side of the school building. 2. The relocation of four tennis courts from the east side of the site to the southeast corner of the site, with f two additional tennis courts (as an option) in the same location at some future point. 3. Expansion of the school's east parking lot in the of the site currently occupied by the tennis courts (to be relocated), including an adjacent infiltration basin. In addition to the preceding, the School District has further expressed a desire to pave an existing gravel parking lot located in the extreme southwest corner of the site. The parking lot is routinely used by a counseling center located across the street (to the west) from school site, although no formal cross parking agreement is in place. Moreover, it would appear that the counseling center property has adequate room for parking expansion if necessary. Additionally, the current design of the parking appears to cross over the current property line of the Middle School plat. The ownership of this area is being explored and will be required to be verified as eligible for school district use in order to complete the parking area as proposed. General CUP standards are found in Section 2.4(D)(4) of the Zoning Ordinance, as follows: 2 City Council Agenda — 03/13/2017 (a) Conditional Use Permit Criteria Approval of a Conditional Use Permit application requires that the City find that conditions can be established to ensure that all of the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property; (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use; (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area; (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided; (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City code requirements; (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution; (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled; (viii) The conditional use will adhere to any applicable additional criteria outlined in Chapter 5 for the proposed use. • Specific CUP Standards for schools are referenced in the addendum to Table 5-1, and found in Section 5.2(D)(8): (8) K-12 Schools (public or private): (a) Educational institutions on parcels exceeding 20,000 square feet in area shall be located with direct frontage on, and access to, a collector or arterial street. (b) The buildings are set back from adjoining residential districts a distance no less than double the adjoining residential setback. (c) When abutting a residential use in a residential use district, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Type `B") in accordance with section 4.1(G) of this ordinance. (d) Adequate off-street parking and access is provided on the site or on lots directly abutting or directly across a public street or alley to the principal use in compliance with Section 4.8 of this ordinance and that such parking is adequately screened and 3 City Council Agenda — 03/13/2017 landscaped from surrounding and abutting residential uses in compliance with Section 4.1(F) of this ordinance. (e) Adequate off-street loading and service entrances are considered and satisfactorily provided in accordance with Section 4.9 of this ordinance. (f) Exterior lighting standards outlined in Section 4.4 of this ordinance shall be met. The proposed school site improvements are common school uses and are not expected to result in any negative impacts upon neighboring uses or internal site functioning. In this regard, no adverse impacts on existing conditions or the requirements of the Zoning Ordinance for this use are anticipated as a result of the conditional use permit approval amendment. Planning Staff does however, recommend that the following be considered as part of conditional use permit amendment processing: Southwest Parking Lot. The proposed paving of the gravel parking lot in the southwest corner of the site is considered positive as the lot's existing gravel surfacing does not meet the requirements of the Zoning Ordinance. It is presumed that this lot will serve those utilizing the relocated tennis courts, however, off-site use of the lot is not a part of this approval. The school may accommodate the counseling center's use, but the lot is not required to meet parking requirements for the school site or the relocation of the courts. As noted earlier, the ownership status of the parcel relative to the proposed improvement will also be required. It should further be noted that on -street parking conditions along the Washington Street corridor may evolve over time and parking to support activities at the tennis courts are required to be supported by internal parking areas should on -street parking options be eliminated in the future. Stormwater Management. At the time of this report, the applicant's engineer was working with the City Engineer on items related to site stormwater management. The applicant will be required to comply with the City Engineer's requirements for stormwater management. Planning Commission Recommendation The Planning Commission held a public hearing and reviewed this request on March 7th, 2017. There was no public present to offer comment during the hearing. The applicant confirmed during the meeting that the school intends to construct six tennis courts on the site. L! B. C. 113 City Council Agenda — 03/13/2017 The Planning Commission unanimously recommended approval of the amendment to conditional use permit. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 below. 1. Motion to approve a Conditional Use Permit Amendment for a school in an R-1 zoning district, based on findings in Resolution No. PC -2017-007, and subject to applicable conditions identified in Exhibit Z. 2. Motion to deny a Conditional Use Permit Amendment based on findings to be established by the City Council. 3. Motion to table action subject to additional information. STAFF RECOMMENDATION The building/site improvements proposed by the School District are common school uses, and are not expected to have any adverse impacts upon adjacent properties. With this in mind, Planning Staff recommends approval of the Conditional Use Permit Amendment subject to the conditions listed in Exhibit Z. SUPPORTING DATA A. Resolution No. PC -2017-007, Conditional Use Permit B. Aerial Site Image C. Phasing Plan D. Applicant Narrative E. Land Use Plan, Site Location F. Official Zoning Map, Site Location G. ALTA Commitment H. Storm Water Pollution Prevention Plan I. Application Plans, including: J. Boundary Map K. Survey L. Removals M. Site Plan N. Grading Plan O. Utility and Erosion Control Plan P. Details Q. Site Plan — Circulation R. Space Use Plans S. Rooftop Equipment T. City Engineer's Stormwater Evaluation, dated March 1 st, 2017 Z. Conditions of Approval 5 City Council Agenda — 03/13/2017 EXHIBIT Z Conditional Use Permit Amendment for School in R-1 District 800 Broadway Street East Monticello Middle School 1. Approval of the conditional use permit amendment acknowledges the possible construction of six tennis courts upon the subject property consist with that depicted upon the submitted site plan dated January 27, 2017. 2. Brick utilized on exterior of the loading dock building addition shall match the color of the brick utilized on the existing building. 3. Ownership status and eligibility for use of area outside of Middle School plat for the proposed western parking lot improvement to be verified by the applicant, or the parking lot is reconfigured to address this condition. 4. Exterior lighting changes on the site will require submittal of a photometric plan demonstrating compliance with city ordinances. 5. Compliance with the terms of the City Engineer's review recommendations, including those for stormwater management. 6. Comments and recommendations of other staff and Planning Commission. G CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2017-007 Motion By: Seconded By: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR K-12 SCHOOL FACILITY (MONTICELLO MIDDLE SCHOOL) IN THE R-1 ZONING DISTRICT WHEREAS, the applicant is proposing to construct an addition and other site improvements to an existing school building; and WHEREAS, the subject property is proposed to be zoned R-1, Single Family Residential, in which schools are allowed as a conditional use; and WHEREAS, the proposed addition will not result in impacts to the site or to surrounding property; and WHEREAS, the proposed addition is consistent with the relevant general and conditional zoning requirements of the R-1 District; and WHEREAS, the remaining site and building improvements on the subject property are not affected by the proposed construction; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on March 7th, 2017 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed addition is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed addition will meet the requirements of the Monticello Zoning Ordinance. 3. The proposed addition will not create undue burdens on public systems, including streets and utilities. 4. The proposed addition will not create substantial impacts, visual or otherwise, on neighboring land uses. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed Conditional Use Permit is hereby recommended for approval, subject to the following conditions: 1. Approval of the conditional use permit amendment acknowledges the possible construction of either six tennis courts upon the subject property consist with that depicted upon the submitted site plan dated January 27, 2017. 2. Brick utilized on exterior of the loading dock building addition shall match the color of the brick utilized on the existing building. 3. Ownership status and eligibility for use of area outside of Middle School plat for the proposed western parking lot improvement to be verified by the applicant, or the parking lot is reconfigured to address this condition. 4. Exterior lighting changes on the site will require submittal of a photometric plan demonstrating compliance with city ordinances. 5. Compliance with the terms of the City Engineer's review recommendations, including those for stormwater management. 6. Comments and recommendations of other staff and Planning Commission. ADOPTED this 7`1' day of March, 2017, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION LOW ATTEST: Brad Fyle, Chair Angela Schumann, Community Development Director K 6000r-- ~ �d k e T�� _. ■` 11 11 m �•-+tri z a � , ' � Wold Architects and Engineers is I CONSULTING, INC 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 LAND USE APPLICATION SUBMITTAL Monticello Middle School Renovation - Phase II PACKET CONTENTS: PHASING PLAN PROJECT NARRATIVES & TABULATION BOX LAND USE MAP ZONING MAP ALTA COMMITMENT STORM WATER PREVENTION POLLUTION PLAN MONTICELLO MIDDLE SCHOOL STORM WATER MANAGEMENT REPORT Independent School District #882 Monticello, MN February 6, 2017 Comm No: 152248 Wol f �. • �� . � � � Monticelfa � -- .,,, .�. Lake Nursing E3 A? ■ W, " Afa RPH .. fti+lOntiC`eliJ 19" ti 1�� ♦�� _ i' ilk EMBOSSERS NEW Lo M Ad ON 1069 -14N :i5w Histuric Rand House 14 t �~ ellis I CONSULTING, INC PROJECT NARRATIVE Independent School District #882 Monticello Middle School Renovation - Phase II The proposed project submitted for conditional use permit and site plan review is for parking alterations, tennis court relocation, and loading dock with trash enclosures at Monticello Middle School. There is also rooftop equipment related to an interior kitchen renovation included in this review. This is Phase 2 of 2 for this site, where the Phase 1 building addition and related parking alterations have been completed. In Phase 2, the parking alterations and relocating four tennis courts are part of the base bid for this project. Providing two additional tennis courts is by alternate, and providing a loading dock with trash enclosures is also by alternate. CONDITIONAL USE PERMIT NARRATIVE The proposed conditional use for the identified site is a public middle school. The school's hours of operation are 7:00 am - 3:15 pm. The proposed site plan for the Monticello Middle School would serve to increase parking at the school, relocate tennis courts and provide paved parking at the tennis courts, and provide a loading dock at the school with trash encosures. This proposal will meet the criteria for approval through the inclusion of maps, surveys, and site plans specific to the conditional use of a public middle school in a residential district as set forth in the Monticello Zoning Ordinance. SITE DESCRIPTION The intended use of the project site is for the Monticello Middle School. The site contains (5) structures: (1) middle school, (2) garage structure, (3) garage structure, (4) garage structure, (5) shed structure. The occupance classification for the school building is Group E, with an occupancy load of 3,215. TABULATION BOX 1. Size of parcel in acres and square feet 2. Gross floor area of each building 3. Percent of site covered by impervious surface 1,372,744 square feet or 31.514 acres (1) 238,546 square ft school (2) 1,990 squire ft garage (survey sheet 2) (3) 1,707 square ft garage (survey sheet 4) (4) 925 square ft garage (survey sheet 4) (5) 812 square ft shed [survev sheet 5] Existing = 46.8%. Proposed = 49.6% 4. Projected number of employees 118 5. Number of seats if intended use is a restaurant or place of Auditorium: 520 assembly 6. Number of parking spaces required 7. Number of parking spaces, provided, including handicaaoed 8. Dimension of parking spaces and aisles 9. Existing zoning and land use designations 10. Area of public open space Ice Arena: 400 114 Daytime (+ 80% of 229 =184) = 298 229 Event/Evening (Indoor Auditorium) Arena) 389 Event/ Evening (Outdoor fields/ Track/ Tennis (349 for Bleachers + 40 for Track and Tennis) Proposed 464 (15 accessible, 449 standard) Proposed 9'x20' Stalls, 24'drive aisles Existing Zoning R-1, land use designation is Places for Community. N/A 2\3\20171:.21:44 PM NARRATIVES & S:\ISD882\Wnfi ello Middle School\1CENTRAL2e 248MiddPSchool (H II)\02_ARCH\Revit\152248_CENTRAL.M TABULATION BOX Comm No: 152248 eis I CONSULTING, INC EXISTING MONTICELLO 2/3/2017 12:57:06 PM C:\l-sem\grippl\Documents\152248 CENTRAL_grippl@mldae.com.rv1 S:\ISD882\Monticello Middle School\152248 - Middle School (PH II)\02_ARCH\Revit\152248_CENTRAL.rvi Independent School District #882 Monticello Middle School Renovation - Phase II Legend 5 Interchange Planning area Urban Reserve Infrastructure ^- Rivers and Streams Public Waters Inventory Wetlands (National & Public Waters Inventories) Potential Greenway Potential Interchange Future Bridge 4M%wi Existing Arterial or Collector Road 00 Proposed Arterial or Collector Road �Poerline fZ3 Monticello City Boundary Ordedy Annexation Area ADJACENT LAND USE MAP Comm No: 152248 Places to Live iPlaces to Shop Places to fork 1L Places to Recreate Places for Community Downtown Mixed Use 5 Interchange Planning area Urban Reserve Infrastructure ^- Rivers and Streams Public Waters Inventory Wetlands (National & Public Waters Inventories) Potential Greenway Potential Interchange Future Bridge 4M%wi Existing Arterial or Collector Road 00 Proposed Arterial or Collector Road �Poerline fZ3 Monticello City Boundary Ordedy Annexation Area ADJACENT LAND USE MAP Comm No: 152248 • • is I CONSULTING, INC EXISTING MONTICELLO MIDDLE SCHOOL SITE .. , . r. a ' A- ' r %.l r R-2 k � � fr R-1 R-2 1 ' R-1 � -1 .1f R-1 F4 R-3 r _ R -A PERFORMANCE - BASED OVERLAY DISTRICT ti `�• R-1 2/3/2017 12:57:06 PM C:\Users\grippl\Documents\152248_CENTRAL _grippl@m Id—com.M S:ASD882\Monticello Middle School\152248 - Middle School (PH I I)\02_ARCMRevit\152248_CENTRAL.rvt B-2 R-3 PERFORMANCE BASED ' OVERLAY DISTRICT ti Y - �a' r r R-3,� Independent School District #882 Monticello Middle School Renovation - Phase II Legend BASE ZONING DISTRICTS Residential Districts Business Districts - Low Residential Densities A -O B -z R -A ,B-3 R- r - R_4 CCD Medium Residential Densities T -N Industrial Districts R-2 IBC R -PUD 1-7 1-2 High Residential Densities R-3 �_ 01__; swan River R-4 n -H i o2 Monticello- PUDs High school 03 Mills Fleet Farm OTIi E R pq� Red Rooster Water ------•-- OVE=RLAY DISTRICTS jam'_,_ T Performance Based Overlay District __� Special Use Overlay District 4 r__ Mississippi Wild, Scenic & Rec Overlay District Shoreland District L Freeway Bonus Sign District ADJACENT ZONING MAP Comm No: 152248 esics Independent School District #882 Monticello Middle School Renovation - Phase II CONSULTING, INC ALTA COMMITMENT MONTICELLO MIDDLE SCHOOL PHASE II 2/3/2017 1:22:29 PM SUS�882\Mon°elb Middle S�hool1°2248A MiddeS ool(PH ll>�02 ARCMRevM1V52248_CENTRAL.M ALTA COMMITMENT Comm No: 152248 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ALTA COMMITMENT - 1982 Rev. SCHEDULE A APPLICATION NO.: ORTE742842 1. EFFECTIVE DATE:January 11, 2016 at 7:00 A.M. 2. POLICY OR POLICIES TO BE ISSUED: (a) 'ALTA' OWNER'S POLICY 06-17-06 Amount: PROPOSED INSURED: (b) 'ALTA' LOAN POLICY 06-17-06 Amount: PROPOSED INSURED: 3. THE ESTATE OR INTEREST IN THE LAND DESCRIBED OR REFERRED TO IN THIS COMMITMENT AND COVERED HEREIN IS A FEE SIMPLE AND TITLE THERETO IS AT THE EFFECTIVE DATE HEREOF VESTED IN: Parcel l: Independent School District No. 7 of Monticello, Minnesota Parcels 2, 3 and 4: Independent School District #882, a Minnesota corporation Vesting Documents ORT Alta Commitment Scom Page 1 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 4. THE LAND REFERRED TO IN THIS COMMITMENT IS DESCRIBED AS FOLLOWS: Parcel 1: All of Blocks 15, 26, 27, 28, 29, 30, 31, and 40, all lying and being in the town or townsite of Lower Monticello according to the plat by R.J. Mendenhall recorded March 11, 1857 in the office of the Register of Deeds of Wright County, Minnesota. AND The Easterly 15 feet of Washington Street extending from the Southwest corner of Block 40 to the Northwest corner of Block 15 in the Town of Lower Monticello, and all that portion of Third, Second, Dayton, Cedar, Elm and Oak Streets abutting Blocks 15, 26, 27, 28, 29, 30, 31, and 40 within the following named area: Beginning at a point on the Southwest corner of Block 40, thence in a Northeasterly direction along the Easterly side of Washington Street to the Northwest corner of Block 15; thence in a Southeasterly direction along the Southerly edge of Broadway Street to the Northwesterly edge of a small, fractional, triangular lot, commonly known and designated as "81 "; thence in a Southwesterly direction along the Easterly edge of Oak Street about 86 feet to the Southerly edge of the Village limits; thence West along said Village limits line to the Southwesterly corner of Lot 5 in Block 40; thence to the place of beginning, Wright County, Minnesota. EXCEPTING: All that part of Lots 3, 4, 5, 6 and 7, Block 28, Townsite of Lower Monticello, lying northeasterly of Wright County State Aid Highway No. 75, together with the northwesterly half of vacated Oak Street lying southwesterly of the southeasterly extension of the northeasterly line of Lot 3, Block 28, Townsite of Lower Monticello, and lying northeasterly of the southeasterly extension of the southwesterly line of said Lot 3, all according to plat on file and of record in the office of the County Recorder, in and for the County of Wright, State of Minnesota. AND ALSO EXCEPTING: That part of Lot 6 of Block 27 and vacated Elm Street within the Townsite of Lower Monticello, according to the recorded plat thereof, Wright County, Minnesota, adjoining and lying southwesterly of the southwesterly line of Second Street (Hart Boulevard) and adjoining and lying northeasterly of a line 75 feet northeasterly of the following described line: Beginning at a point on the east line of Section 13, Township 121 North, Range 25 West, distant 1022 feet north of the east quarter corner thereof; thence run northwesterly at an angle of 53 degrees, 18 minutes, 00 seconds with said east section line for 1651.4 feet; thence deflect to the right on a 0 degree, 45 minute, 00 second curve (delta angle 7 degrees, 26 minutes, 00 seconds) ORT Alta Commitment Scom Page 2 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY for 99 1. 1 feet; thence on tangent to said curve for 2255.2 feet to tangent spiral point; thence deflect to the left on a spiral curve of decreasing radius (spiral angle 1 degree, 07 minutes, 30 seconds) for 150 feet to spiral curve point; thence deflect to the left on a 1 degree, 30 minute, 00 second circular curve (delta angle 15 degrees, 30 minutes, 00 seconds) for 1033.3 feet to curve spiral point and there terminating. All lying in the NE 1/4 of the SW 1/4 of Section 12-121-25. Parcel 2: All that parcel of land lying and being north and east of townsite road, except the railroad right-of-way, in the Southwest Quarter of the Southwest Quarter (SW 1/4 SWI/4) of Section 12, Township 121, Range 25. The above tract is also designated on the Government plat thereof, of record, as Lot 9. The above tract is also described as: That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 12, Township 121, Range 25, lying north of the Territorial Road, excepting therefrom the railroad right-of-way described in deed recorded in Book 5 of Deeds, pace 495, and the tract conveyed to Anna Malone and described in Book 132 of Deeds, pane 373. Excepting from said tract as so variously described: The westerly five (5) acres thereof lying south of the railroad right-of-way, which said five acres are bounded on the north by said railroad right-of-way and on the south and west by said Townsite or Territorial Road. Parcel 3: That part of Lot 6 of Auditors Subdivision Number One according to the plat thereof on file and of record in the office of the Register of Deeds, Wright County, Minnesota described as follows: Beginning at the northwest corner of said Lot 6; thence east along the north line of said Lot 6 a distance of 370.80 feet to the southwesterly right of way line of Minnesota State Highway Number 152; thence southeasterly, along said southwesterly right of way line, deflecting right 44°23', a distance of 87.62 feet; thence southerly; deflecting right 64°52'30", a distance of 453.70 feet to the northerly right of way line of the Burlington Northern Railway; thence westerly, along said northerly right of way line, a distance of 314.60 feet to the west line of said Lot 6; thence north, along said west line, a distance of 398.70 feet to the point of beginning. Parcel 4: That part of Lot 6 of Auditors Subdivision Number One according to the plat thereof on file and of record in the office of the Register of Deeds, Wright County, Minnesota described as follows: Commencing at the northwest corner of said Lot 6; thence east along the north line of said Lot 6 a distance of 370.80 feet to the southwesterly right of way line of Minnesota State Highway Number 152; thence southeasterly, along said southwesterly right of way line, deflecting right 44°23', a distance of 87.62 feet to the actual point of beginning; thence southerly, deflecting right 64°52'30", a distance of 453.70 feet to the northerly right of way line of the ORT Alta Commitment Scom Page 3 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Burlington Northern Railway; thence easterly, along said northerly right of way line, a distance of 431.20 feet to a line which is drawn southwesterly, perpendicular to the southwesterly right of way line of Minnesota State Highway Number 152 from a point on said southwesterly right of way line distant 589.61 feet from the point of beginning; thence northeasterly, along said line, a distance of 252.75 feet to the said southwesterly right of way line of Minnesota State Highway Number 152; thence northwesterly, along said southwesterly right of way line, deflecting left 90 degrees 00 minutes, a distance of 589.61 feet to the point of beginning. Abstract Property ORT Alta Commitment Scom Page 4 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE B - SECTION I REQUIREMENTS The following requirements must be met: 1. This commitment is for informational purposes only. If a policy is to be issued we must be advised for further requirements. ORT Alta Commitment Scom Page 5 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE B - SECTION 2 STANDARD EXCEPTIONS A. Facts which would be disclosed by a comprehensive survey of the premises described herein. B. Rights and claims of parties in possession. C. Mechanics', Contractors', or Materialmen's liens and lien claims, if any where no notice appears of record. D. Any change in title occurring subsequent to the effective date of this Commitment and prior to the date of issuance of the Title Policy. E. Easements, or claims of easements, not shown by the public records. IN ADDITION TO THE STANDARD EXCEPTIONS, CONDITIONS, STIPULATIONS AND EXCLUSIONS FROM COVERAGE CONTAINED HEREIN AND IN THE COMPANY'S USUAL FORM OF POLICY, THE LAND REFERRED TO IS, AS OF THE EFFECTIVE DATE HEREOF, SUBJECT TO THE FOLLOWING: 1. Special assessments levied or pending and special taxes, if any, not covered herein. NOTE: Special assessment search was not requested by the applicant. 2. Taxes for the year 2015 are exempt. (Base tax exempt) (Tax No. 155-011-000062, 155-011-000061, 155-500-123303, 155-015-026010 and 155-015-015010.) NOTE: Wright County tax records indicate property is non -homestead for taxes payable in the year 2015. 3. Resolution by the Village of Monticello regarding a vacation of streets filed October 18, 1954, in Book 11 Misc., pane 207. 4. Easement for highway purposes, together with incidental rights thereof, including the right to erect temporary snow fences, together with a limitation on a right of access, in favor of the State of Minnesota as evidenced by Final Certificate filed July 1963 in Book 191 Deeds, pate 121. Quit Claim Deed transferring highway easement rights to Wright County filed October 20, 1981, in Book 300 Deeds, nage 714. 5. Conveyance and Extinguishment of Right of Access filed January 31, 1972, in Book 50 Misc., pate 468. ORT Alta Commitment Scom Page 6 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 6. Quit Claim Deed regarding a release of easement or right of access filed September 13, 1973, in Book 257 Deeds, pate 415. 7. Resolution by the City of Monticello regarding a conditional use permit filed April 8, 2004, as Document No. 904012. 8. Terms and conditions of that certain unrecorded Ground Lease, dated January 20, 2004, as amended, as evidenced by that certain Memorandum of Lease by and between Independent School District #882, as landlord, and Monticello Youth Hockey Program, Inc., as tenant, filed September 14, 2004, as Document No. 926988. 9. Mortgage and Security Agreement executed by Monticello Youth Hockey Program, Inc. in favor of First National Bank of Elk River, dated February 1, 2006, filed February 28, 2006, as Document No. 999801, in the original amount of $1,380,000.00. The above mortgage has been assigned to First Minnesota Bank by assignment dated September 4, 2014, filed November 6, 2014, as Document No. 1274927. Amended and Restated Combination Mortgage, Security Agreement, Assignment of Leases and Rents, and Fixture Financing Statement executed by Monticello Youth Hockey Program, Inc., in favor of First Minnesota Bank, dated September 1, 2014, filed November 6, 2014, as Document No. 1274928 in the original amount of $1,111,000.00. 10. Ground Lease Estoppel Certificate and Agreement filed November 6, 2014, as Document No. 1274926. 11. Resolution by the City of Monticello regarding a vacation of a portion of a road, together with a reservation of a drainage and utility easement, filed December 1, 2008, as Document No. 1103587, which document appears to have been filed without all of its pages. 12. Financing Statement by and between Independent School District No. 882, Monticello, as debtor, and Lease Finance Group, a division of Signature Bank as secured party, filed November 13, 2015, as Document No. 1302066. 13. Easement for sanitary sewer purposes, together with incidental rights thereof, shown in instrument filed October 30, 1980, in Book 77 Misc., pale 130. 14. Easement for pathway, slopes, cuts, and fills purposes, shown in instrument filed March 24, 1995, as Document No. 568104. ORT Alta Commitment Scom Page 7 y OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 15. Utility and Drainage Easement, together with incidental rights thereof, filed January 3, 2001 as Document No. 728883. 16. The legal description of Parcel 2 described herein is partially based on area and not by location. The Company cannot insure the specific location of said legal description. NOTE: If there are any questions regarding this commitment please contact Steve Pennock at spennock@oldrepublictitle.com or call (612) 371-1136. ORT Alta Commitment Scom Page 8 3 DEED RECORD No. 146, WRIGHT COUNTY, MINN. 57 :.—_.:.,---•_ - -'-� - �'�-�t"�---_------�.--�-------•-,--_---�orn�-Nrr_l pis _ _ - .. , -. =>u.; ;�-�:-. -- - V. 1947. -t- ___4. ti fastrument t -S V)io 3hibeiittive, stole this._. -.day �o. G9533• betrrren........_..-_--.hrlcurlos_Hoglund_ ...... - I hereby certify that aJrhvCouneyof._.-Wright_—_— --- —_---_—.._and State love for the j pard_las.-_a)tlrefiratport. and. ..--' yeat_.194fi_ pa4d Ya�B tn.7......... onthelandde- of the tart,+ryaf - Wright- .... _.. _ _ ...-..- -..._ -. and stare of .11i3iR0snta_. part -of tete sem-I pert, arribfil within 01111cm1b, I'hal It's eald W1)•t 100 _. of the ,drat part, in r0a4decallon of the Agra of. are paid' 9en W. 3 is hueby egn 7 rtas. to _ them___ __._..__._._to hand paid by the raid Ihrrty-. - of rhe ttro»d port, the receipt uherrof aeknmaledgtd, ; . fly du. . ircrebp7 (Irani, llar-Qain, Sall, and Camey unto the surd Imrt Y of the second pari, 8 � ......... he rs and a:dgns. Fi,rarer, oil the tract - or Pinel ... o) land lying and being In tht Cormly of )5'rjy4t an,l Stare of .Minnesota, described as .....Dell,.... Jotturra, To•tritr Deputy All of Blooks fifteen (15), Tvient -six (26), Twenty-ssren (27), Twenty-eight (28), Twenty-nirs, (29), Thirty (30), Thirty -ane (31) and Forty (40), all lying and being in the tom or townsite Taztapaid of Lower Monticello a000rding to the plat by R. J. liendenhall recorded Muroh 11, 1857 in the office of the Rc,,;iater of Deeds in at'id for said county, ottd��.(raps/er entered this _ 1i))...doy of -Aug,..- RoyH. '-"'MeiiAl. 611 1Jrpnty. M V. ! TO baUt atlb to D' 01b i)t 01311tt. Together +rich all the hereditametnts and apprvtenances thereunto belonging or in anyuise apper Arinierg, to tilt aald Pill'? Y-_..- of the seemur part, ilii— --. helrs and aesigna, Furerer. And tie said ___11auriae..Ho9lW1d_.and_.ifladys Hogluu&Me. wife__.. - ---.-.---- -... ----- - - ---- pYu•t -i.ea of the frig[ part, foe._themselves..and_the ir..h&s. e-rceulore and administra tars, do ...... .... _eorenant Iritic the sold I•ut Y. ___.. a/ the second part, . its.. --heirs and assigns, that _.__they_RTe----- 111[1 sel:ed in fie of the lands and prernists aforrsaid, and ha v4_ . g,wd right to telt anti convey the same In manner and forst aleresold, and that the came are free frau all inrumbram-es. .9n<l Ilrt ah,.vr lxrrgninrd and ;Uarntr<t 7nnrlA mn7 pre mi -tag in the 9)rjet and peaceable Ms;esaton of the said Pviy—_-._...-.. of the srrnurl part, .1Cs �,� . . - .. Lej.'j; find assigns, against all px tan.. luu7ully elaiming or to claim tha trhote or arty pard thereof, srrhirel, to inrrtnrbranrer, If anit, hereirrlefnrs mentivned, the raid part 108 - . of the tl+-al part Trill 71'arrant and Defend. 31)1 IrtollntONl, RI)ercof. The said parties- _ of the first part ha, ve hersonto sir. their h -ml 8 the day and yenr l rsl above written. In Predence of btrr.__Cll@Ldys H4g1Lv1d_ ._.._.._ _ ....—......._ —6tate of jfli lneg�ota, Co:u:ryoj. lirlght.. - . Isa- on flips ._ ... .1St d, a/ August - ... - , 19[+7. before r,:e, a .. rotary publio _ ._. nithin and/or said L'atuety, lrravnnlly ap,^ra1.Yl Maurice Hoglund and Gladys Hoglund, hie Wife b std kolnow to be the, 1Kvsoms de" tl d in. e+nd n -ho ra c: r.fnl the J•rrgoing instrument, - - - - - -- - und arRr+o+rhd.,,d !teat t he Y rn alyd the same as their fres art and dted_ ;:vruu..e , .l'utmy Publie Wright .. ('aunty„171rm. sEsl. \ f ,Ivy eaami&&i n t•rpirz-a . elan. 24. ..... .. lA -54. Carl L. Sebey Miscellaneous Record 11, Wright County, Minn. . `207 ELI No, 1943"1-' VACATION OF STREETS FILED FOR RECORD OCTOBER 18th A_. D. 1954, AT 9 OICLOCK, A. M. A. E, Learned, Register of Deeds, By E. R. Ilstrup, Deputy RESOLUTION Or VACATING PORTIONS OF 43ASHINGTON, I DAYTON, CEDAR, ELM, OAK, THIRD, AND SECOND 1 STREETS IN THE TOWN OF LOKER MONTICELLO - 1 'MEREAS, a Petition signed by the IndepandRnt School District No. 7, Mlontieello, idinne- sots, with the Vlllage Council, said Petitioners being the owners of land abutting all of the vacated streets hereinafter described, that said Petition was filed in the Office of the Vill- age Recorder of said Village of Monticello on the 7th day of June, 191,8, which Petition prayed, for the vacation of the streets hereinafter described, and whereas after such filing, the Villape Recorder gave one weeks published notice, and one weeks posted notice of hearing to be had upon said Petition, proof of which publication and hosting is now on file In the Office of said Village Recorder, and whereas pursuant to said Notice of hearing, the Village Council of the Village of Monticello did on the 6th day of July, 1948, at 8 o'clock P. M. convene for the purpose, among other things, of hearing all parties interested for and against the granting of said Petitioners, and did at said time duly consider interests of the general public in said streets, and after hearing, did conclude to grant the said Petition. NOW THEREFORE, be it resolved by the Village Council of the Village of Monticello, County of Wright, and State of Minnesota, that the said Petition be and the same is hereby granted, and that the Easterly 15 feet of Wast.ington Street extending from the Southwest corner of Block 40 to the Northwest corner of Block 15 in the Town of Lover Monticello, and all that portion of Third, Second, Dayton, "dar, Elm and Oak Streets abutting Blocks 15,26,27,28,29,30 31 and '•) within the following named area: Beginning at a point on the Southwest corner of Block 40, thence in a Northeasterly dir- ection along the Easterly side of Washington Street to the Northwest corner of Block 15; thence in a Southeasterly direction along the Southerly edge of Broadway Street to the Northwesterly edge of a small, fractional, triangular lot, commonly known and designated as 1181"; thence in a Southwesterly direction along the Easterly edge of Oak Street about 86 feet to the Southerly edge 61 the Village limits; thence West along said Village limitus line to the Southwesterly corner of Lot 5 in Biock 40; thence to the place of beginning. All of said property being in the Town of Lower Monticello, County of Wright, State of Minnesota, according to the plat of record, and that said protions of said Streets herein. before described are hereby vacated for the best interests of the public. BE IT FURTHER RESOLVED that such vacation of said streets as hereinabove described shall become effective immediately, and that a certified copy of this Resolution shall be filed in the Office of the Register of Deeds in and for the County of Wright and State of Minnesota. ADOPTED this 6th day of July, 1948, at 8 o'clock P. M. in the Village of Miontieello, Minnesota. ATTEST: L. L. Hawking Village Recorder Ken D. Metcalf President. STATE OF 74INNESOTA ) 1 ss. COUNTY OF WRIGHT ) 1, the undersigned, being the duly qualified and acting Village Clerk of the Village of Monticello, Wright County, Minnesota hereby certify that I have compared the attached and foregoing with the original on file in my office, and that the same is a trva and complete transcript of the original minutes of a meeting of the Village Council of said Village duly called and held on the date therein indicated, so far as such minutes relate to the Resolution of Vacating Portions of Ylashington, Dayton, Cedar, Elm, Oak, Third and Second Streets in the Town of Lower Monticello. '{ IvIisCellaneouS record 1 Wright County, Minn. WITNESS uy hand and tha seal of said Village this 7th day of Jima, 194$, L. L. Hawkins L. L. Hawkins i'- (SEAGOORY4RATE—Village of Montioello) Village Clark 5'3 JU11 10 'r11 !.: 06 tnnkn illi 55303-23x2 :.,tir.Grl.t hf:f.ri tint?Q[R WARRANTY DEED Corporation or Partnership to Corporation or Part.lership No delinquent taxes and transfer entered; Certificate of Real Estate Value I )filed f )not required Certificate of Real Estate Value No. County Auditor 8'r Deputy ................... ........... -- .................. $19.50 Ck. 740 `• rS •'t -tr_ 4 STATE DEED TAX DUE HEREON: $ 202.95 Hate: June 9 , 19 98 It'—wr... cordnvd.iar FOR VALUABLE CONSIDERATION, tndenendunt School District NQ, 882, a [LI t 1 corooratioo under the laws of the State of Minnesota, G.antor, hereby conveys and warrants to 4yfonticellQ•Bip Lako Cot nmunisy HoAoitat District, Grantee, a municflat corporation under the laws of the Slate of Minnesota, real property in WhLh3 County, Minnesota, described as follows: All that hart of Lots 3, 4, 5, 6 and 7, Block 28, Townsilu of Lower Monticello, lying northeasterly of Wright County State Aid Highway No. 75, together with the northwesterly hall of vacated Oak Strum lying southwesterly of the southoastoriy extension of the northeasterly tine of Lot 3, block 28, Townsite of Lower Monticello, and lying northoaster:y of the southeostody extonslon of the southwostarly Frio of said Lot 3, all according to plat on file and of record in the office of the County Recorder, in and for the County of Wtight, State of Minnesota. and That part of Lot 6 of Block 27 and vacated Elm Street within the Townsite of lower Monticello, according to ilia recorded plat thereof, Wright County, Minnesota, adjoining and lying southwesterly of the soulliwesteily tine of Second Street (Hart Boulevaidi and adjoining and lying northeasterly of a fine 75 feet northeasterly of ilio WGR t p- t x--tN� i\- t- 10 ,-1 tAlEl N15� .,. P Gti i:i:i, IreD o'.;*1If `s t_ BR.TUBti T0: Stephen It. ilunstentelger 1 }1� „t + Anakn 1'roresslnnil Bldg f g;ti E Of flcl+t cS EkiC �•:�.0 E Suite 300 400 Jackson St 5'3 JU11 10 'r11 !.: 06 tnnkn illi 55303-23x2 :.,tir.Grl.t hf:f.ri tint?Q[R WARRANTY DEED Corporation or Partnership to Corporation or Part.lership No delinquent taxes and transfer entered; Certificate of Real Estate Value I )filed f )not required Certificate of Real Estate Value No. County Auditor 8'r Deputy ................... ........... -- .................. $19.50 Ck. 740 `• rS •'t -tr_ 4 STATE DEED TAX DUE HEREON: $ 202.95 Hate: June 9 , 19 98 It'—wr... cordnvd.iar FOR VALUABLE CONSIDERATION, tndenendunt School District NQ, 882, a [LI t 1 corooratioo under the laws of the State of Minnesota, G.antor, hereby conveys and warrants to 4yfonticellQ•Bip Lako Cot nmunisy HoAoitat District, Grantee, a municflat corporation under the laws of the Slate of Minnesota, real property in WhLh3 County, Minnesota, described as follows: All that hart of Lots 3, 4, 5, 6 and 7, Block 28, Townsilu of Lower Monticello, lying northeasterly of Wright County State Aid Highway No. 75, together with the northwesterly hall of vacated Oak Strum lying southwesterly of the southoastoriy extension of the northeasterly tine of Lot 3, block 28, Townsite of Lower Monticello, and lying northoaster:y of the southeostody extonslon of the southwostarly Frio of said Lot 3, all according to plat on file and of record in the office of the County Recorder, in and for the County of Wtight, State of Minnesota. and That part of Lot 6 of Block 27 and vacated Elm Street within the Townsite of lower Monticello, according to ilia recorded plat thereof, Wright County, Minnesota, adjoining and lying southwesterly of the soulliwesteily tine of Second Street (Hart Boulevaidi and adjoining and lying northeasterly of a fine 75 feet northeasterly of ilio WGR t p- t x--tN� i\- t- 10 ,-1 following described fine: Beginning at a point on the east line of Section 13, Township 121 North, Range 25 West, distant 1022 feet north of the east 0uafter corner thereof; thence run northwesterly at an angle of 53 dogroos, 18 minutes, 00 socond3 with said east section line for 1551.4 feet; thence deflect to the right on a 0 degree, 45 minute, 00 second curve (delta angle 7 degrees, 25 minutes, 00 seconds) for 991,1 feat; thence on tangent to sold curve for 2256.2 foot to tangent spiral point; thence deflect to the (eft on a spiral curve of decreasing radius (spiral angle 1 degree, 07 minutes, 30 seconds) for 160 feet to spiral curve point; thence dellect to the left on a 1 degree, 30 minute, 00 second circular curve (delta angle 16 degrees, 30 minutes, 00 seconds) for 1033.3 foot to curve spiral point and thero terminating. All lying in the NE 114 of the SW 1/4 of Section 12-121.24. Together with all horeditamonts ana appurtenances belonging thwato, subject to the following exceptions: None. Affix Deed Tax Stamp dere STATE OF MINNESOTA ) I ss. COUNTY OF WRIGHT l INDEPENDENT SCHOOL DISTRICT NO. 882 By: Lea M. StRr%kei Its: Chairperson rf � By: NanVy Spivzsk ' Its: Cler(i The foregoing instrument wa. .rcknowfedged before me this 9th day of June, 1998, by Lea M. Sloneker and Nancy Spiv& the Chairperson and .Oiorfk of indenondent School Pl[strict No. 882, a munfcit)af cot ora ion under tale laws of the State of Minnesota, on bahalf Of the 1'.Mici0af CO1a9L2f1QQ. (tulle( x twat tOtr,tr iw7A 'ry t>�..saae tv+rsr srsw THIS INSTRUMENT WAS ORAFTEO BY: Stephen H. Munslentoieer Law Ofhcos. P.A 300 Anoka Professional Build:no 403 Jackson Street Anoka, Minnesota 55303.2372 atary Public Tax Statements for the rent property describer] in this instrument should bo ;ant to Uneluda name and address Of Granteot: tdonlecelfo-B,e Lake Community Hospital District 1013 liar Boulevard Monucolto, Minnesota 55302 THE SELLER CERTIFIES THAT THE SELLER KNOWS OF NO WEL(S ON THE DESCRIBED REAL PROPERTY. -2' wo i7EED RECORD ^ 1 -- c1lRIuHT COUNTY, i•1INtd, f ILCD I�OH RECORD DECEi+'IBER , 7_g62, A'I' b'CLCCK il . . R. ILSTRUP, REGISTER OF DEEDS, By iITY V)ig JJ11bMttII•C, .;tad, thin _....... ...... ............... clay of .-November hrra•errr Lester a* ,Elwood,.,and,..,};[,g3en.Rf.,.,,E,iwoocihis. wife, ojNrr.f4wtzt.1 Hennepin— ... .........................and State of. MirineSQta , part iesof th,! hnat p,zr•t, and Independant .School )istrict #882 of Wright County and Sherbufne. County, _`tiztxxe.so.ta.,...;_man,zc.ipaI ..... , V. rorpnrnik;a ,inter Nie Nims of the State of. Minnesota , pnrly of Mr.. sreowt part, Ulil►te MIJ, That the said paxt...ie.Sof the forst part, in considerr,liorr of the .visa- of Te 4;V:>..tX)Lt.AR. t1VI}.O'tF1i3R GOAD AND�rA�,tlASLL,,.Ct�iY$iDFRATIOiY to . - . them in hand paid by the .aid party of the second part, the receipt whereof ie herr-7,f acknowled-ge(l, tlo hereby Grant, Bargain, Sell, and Cony -11 unto the said party of the srrond part• its sacccssoni and assifns, Forever, all the. tract or parcel of land lyinf and being •:rz- the Countp of_ ...4Qr,iight . and ,Slate of hfiurmsota, lesoribed as follows, to -:ail: j All that parcel of land containing 13.88 acres, more or lass,' lying and being north and east of townsite road, except the railroad right-of-way, in the Southwest I�)iarter of the Southwest iluarter (SW SW) of Section 12,Township 121, Range 25. The above tract is also designated on the Government plat thereof, of record, as Lot 9. The above tract is also described as: Tl;at part of the Southwest ' Quarter of the Southwest Quarter (SWA, St,14) of Section 12, Township 121,• Ranae 25, lying north of the Territorial Road, excepting therefrom the railroad right-of-way described in deed xecorded in Book 5 of Deeds, pace 495 , and the tract conveyed to Anna Malone and described in Book 132 of Deeds, page e 373,, Excepting from said 13.88 acre tract as so variously described; The westerly :Five (5) acres thereof lying south of the railroad right-of-way, which said five acres are bounded on the north by said railroad right-of-way and on the south and west b 9 y y said. 'ibwns'? to or Territorial Road, Subject to special assessments heretofore levied and assessed, if any, but not yet payable, 'Zo �fjt1Ut 1111H to Molb We &ItJilt, Together zoitit, all the hereditaments and appuriena ee thereunto belongbt.g, or in. anywise appertaining, to the said party of the second part, its successors and as,igns, Forever. And the said. _....... __Lester....8.••-.Elwood-,..-one...ot.....the........._........._......._........... ............. ....... ...... ........ -.... ... -................ ...-....... ...... --.........................................._.......................__...I...-......... ............. ......_...__..._........ _....... parli eg. of the first part, for ......himself P., his .....................heirs, eseoutw's and administrators, do es,_.. rovenont with, the said party of the second part, its successors and assigns, that.. he -Aa ... _...................zvell vlzaZ in- fee of the lands and premises aforasaid, and has........ good right to sell and. convoy the sante in• manner anal fort. aforesaid, and that the same are free from all ineunzbrances, except .as above stated DEE TAX DE D TAX DEED TAX SS 55 .55 4nd the oboe,- hr,ratairtrd and grrinirtl land -3 «rid prrnrinrs, in the quiet ante petweable possr.,-vir,a of the. setia pored of thr• serond part, ih sa ee-vzars and assif,zs, aarainst all prisons lart•fzrlill elainaing ar fa Claim, th,• rrltolt: in. any part theretif, suhiret to inetunbranees, if any, hereinbefore mentiourd, the saki prirt.ies of Me'lirsl part trill II''arrant and Defend. lilt TC90111011P 101jered, I'Ito said part'LQS.. of the. first Yart have ize,au,zto set. thrix. hand s the dart and year flrst nhvue written. In Preornrcof _..._ 1 Lester B. Elwood `.�Gia....•.t� .4G AGZ ....... ......... t Helen 64, Elwood r DV;I±L) -Luu - wf)j-unx ,jm4tz, v—irjj. 'A)tatc of 016111cata, y '.j In e ) ) i n On this 1flay of November- .19.62-, before 2ne, Public within and for said County, personally appeared 13. 'E-1wood and Ifelen.m. . ........ . ........ fir we kovmlo to b, the PCrZOT1 5 described in, and zvho executed the fore&ind insh-ument, . . ..... and aeknov :eed that 1L.hfY. execated Me ptmp fis their fiecactanddeed.._. Nwt) % C)f rib 14'tji�40n 11, z3 Dec. 15, 1964 NOTE: The blank Unts. marked -Set Noir" art for use when At instmnicat Is -,itd by.. art c - 'In -.T- , " I �- . g� 33 A 4, J 0 ''4 4� T.k I .--. E, (d t4 Ok 0 bO 0 M R! -N P4 43 f W.rranb D.. d. Form No. 3-M. IJ I ID11 7a C Ca., 111na•+ML,. X.nn. , -I.Awd-1 to C.1rer.H- Llrnte7l. itetlorm on..Tanefo[ i11,nk, i17)i).` C. x Eiji �t �e�[$urEi diad. thte......._.__._�_>_ _---- ._-.....-dau oJ..._........_November-.-_............ , rn .73., been•,en Jolin-Rt,iioridtN.3.... TA53...3..A. 3{..A.e...H.Ri}d.�h!ae...l?t!s�? ... ...Ylgg..as„joint t 'Sntsl..... of flit County of ...._Wright... ....... ... .and State of.. Minnesota parties.. of the fist part, and . Ind$ pegdcnt Seheol .DistriCt.fi382.__..---...__......_............... ...... . .._. chool- district . ........ ...... ...... ......_.................. ............. ...... ........... ...... ..... ............... _ ...... ........... ..... .... .._... _......_,............. ..... o corporation totdor the laz0e of ..ho State of_.. ..... tl e30ta...-.......... ... __....._........ . party of the second part, Mime"ceth, 29tat the said part -W. 'of the flrat part, in consideration of the suin of One, Dollar and othai:_ valuable consideration DOLLAR-% ....- __............ ....them,..._„_... -_,..._._-..,in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, do ......... . harsby ()rant, Bargain, Sell, and Convey unto the said party of the second part, its suceessora and assigns, Forever, all the tract .. or parool . of land lying and being in the County of . _-__...bright and Slam of dtinnwota, deseribed as follows, to -wit., That part of Lot 6 of Auditors Subdivision Number One according to the plat thereof on file and of record in the office of the Register of Deeds$ Wright County, Minnesota described as follows: Beginning at the northwest corner of said Lot 6; thence east along the north line of said Lot 6 a distance of 370.80 feet to the southwesterly right of way line of Minnesota State Highway Number 152; thence southeasterly, along said southwesterly right of way line,deflecting right 44"231, a distance of 87,62 en feelt—th.A &=therly; deflecting right 6405213011, a distance of 453.70 feet to the northerly right of way line of the Burlington tlarthern Railway; thence westerly, along said northerly right of way line, a diatagce of 314.60 feet to the west line of said Lot 6; thence north, along said west line, a distance of 398.70 feet to the point of beginning. Containing 3.89 acres. ,..A State Deed Tax $22.00 tK-0 pr,abt snit to Kolb tht 60anit, Together with all the htreditamante . nd appurtenances thereunto balonging, or its anywiss appertainito the lid party o/ the second part, its iuoetdJors and assigns, Forever. dnd the said....�ohn_ R... Bondfitis..and lid D. Bondhus, _husband. and wile. _..... _..._ .. as joint tenants -- _ _.........._....._............._.---...------._._........._...._.._......_...__...._ ........_..-...._._..........._..._._._-.... - ..... ---•- .....__ -- part ice_ of the first part, for...._themsel.Yea.$... their .................heirs, oxmutors and administrators, do..... -- o venaTvS with, the said party of the second part, Its successors and assigns, that...-. t�leX..iir8........._....._.zuatt esixed lrs fee of the tan& and pronsisea aforesaid, and ha. --X@_. good rfghb to sell and coeval/ the same Itr. manner and form aforesaid, and that the same are free from all tnoumbraneee, ,fnd tho above bargaineil and granted lands and premiss, In the quiet anti-peaceablo posatsslon of the said party of tho second part, its slteussors and assigns, agalnet all persons lawfully :taln:ing or to olains the tuhole or any part thereof, subftat. to inoumbrances, If any, haretnbafora mentioned, the said part ion, of th.t gra$ part will irarrant and Defend. In %tntEmanp Mhfrtot. The saij,, pard._ieS of the flrat part ha ..W... hereunto sit hand$... the day and year ftrot jabove :urltten. / // f ) 1'n Preasrue of ......:.. .:. 9.�a-,...._..�.....�°2a:�`.-`.'_...._._......_......__. �� ............... Orltd....._�j..._....�CM..ESY,Y�.��....t__ .. .1 .... ....._...... 'D ,,- 1 1 C. Q)tate of AbmesWa' e. Oft, thht-- ....day 0/ Novemb.er . ... ..... ... .. ........... .. Notary Pahlic . .. ..... . ......... .... .. ... . .. . tvithinre me, and for said County, personally IppelaMf ............ - Qzd wU0 ao 1a tai Una .o,_.._..... -'.- .. ......... - .............._.._............._..........._...-•'-.... ... .. . ..... ...... ... .............. .......... - ............. '-.- ... ..... . ...... .. . ......... to me known to be the persons.— cfwrlbed In, and who executed the lortooln1l instrument, .................................... -......._....-.-.......I..... .... .... ........... ............. . . . and arknowtedffed that t he Y. executed (S" Not$) the tame as .._._their...._._... free act and deed._. ....... Ott Nett) THIS INSMUMENT WAS DRAFTED BY JOHI;SON AND JOHNSON 116 North Central (Him) gh Notary Public . ...... wri � ........ Buffalo. Minnesota 1151VIIII aft/ cOnImi-4410n eXPJF" NOTEI The Uaz! 11" � Iek "S" Xouare fa w w1ton 04 tmtmaw Is #xfret4 $7 as a N a p4 0 P4 IN4 0 A v 1j w.i+,nu n.a. Form Nn.',M-M. L�lu.+•a.+i.cc.,uinnupv+.Nin . 4 •' 1 inal.tay.3 t. CeM1�or.Uta tl cantwt. VoVorm Cen++7ta<in8 13t.n1. lubig 111benture,31nde thts............��..b ..........da}/af....._._._..No„vember _ , ra_73. bativeen John R.. _eond us, and_Joan.,D.. 8ondhus.t..huabanr3 er��i..wzfe..us...joi{7.t,..tR1tt!�i sr._...._. of the County of ... i,right .........__ ......and State o/ Puzosota. _... ..... ...._..._- , part in)-. of the Oral part, and Independent School-Dis.tsict ##,382.... ..... _... •- ehrol --._ ._... district ..................... __.._-....... ._ _.............._............................._... _ .... _.... . aleorporation ttndor tha laws of the State of .. HiMP-lPta Fumy of the 3econrl part, WftHtfttti, That the said part.3.ea. of the first Exist, in consideration of the atttn of 0ne. Dol10r_and...o.ther vaJ.uubla_cons.ldora.Cion.._......._.........._..._._....... DOU""ll8, to.... them . ... ..... __ _. In hand paid by the said party of the second part, the receipt tohereof is hereby aehn*zvkdgcd, do ... hereby Orant, Darltaln, Sell, and Convey unto the said party of the second part, its attcceesors and aesi¢na, Forever, all the tract — pureed of land lying and being in the County f Wright, ..._.. .. and State of Minnesota, described as follows, to -tuft: ! That part of Lot 6 of Auditors Subdivision Number One according to the plat thereof on file and of record in the office of the Register of Deeds, Wright County, Minnesota described as follodsi Convnoncing at the northwest corner of said Lot 6; thence east along the north line of said Lot 6 a distance of 370.80 foot to the southwesterly right of way line of Minnesota State Highway Number 152; thence southeasterly, along said south westerly right of way line, deflecting right 4023', a distance of 87.62 feet to the actual point of beginning; thence southerly, deflecting right 64052'30", a distance of 453.70 feet to the northerly right of way line of the Burlington Northoia RaSlway; thence easterly, along said northerly right of way line, a distance of 431.20 feet to a line which is drawn southwesterly, perpendicular to the southwesterly right of way line of Minnesota State Highway Number 152 from a point on said southwesterly right of way line distant 589.61 feet from the pc.rnt of beginning; thenio northeasterly, along said line, a distance of 252.75 feet to the said southwesterly right of way line of Minnesota State Highway ?dumber 152; thence northwesterly, along said southwesterly right of way line, deflecting left 9OaOO', a distance of 589.61 feet to the point of beginning. Owtaining 3.74 acres. subject to the following: 1. The grantors.gg erve an casement for drainage purposes along a strip of land 30 feetAffille northeasterly line is the southwesterly right of way line of Minnosota State Kighway ##152, whose southwesterly line is r parallel with and 30 feet distant from such northeasterly line, whose scutheasterly line is at right angles with the southwesterly line with Minnesota State Highway ##152, and whose northeaiterlyteiminus is the jF northeasterly corner of the tract of land conveyed herein, whose north• p westerly line is 15 feet west of the culvert now located under Minnesota 1 State Highway h9.52 and described in the above conveyed premises, and {{{ such northwesterly line being parallel with the southeasterly line of this easement area as above described. Such drainage may be exercised by open ditch as long as the water drainage thereon does not saturate or overflow premises of Independent School District #f882, grantee herein, lying immediately adjacent to and westerly I� of the above described tract of land herein conveyed and provided further that the grantee herein likewise may use such drairage area to drain water I to such culvert under Minnesota State Highoay #152. This easement of drainage being for the benefit of premises owned by them adjacent to and southeasterly of the premises above described and conveyed hereunder, and this easement of drainage shall totally cease on the 30th anniver3ary of this deed. 2. The grantee hereunder sha31 use the above conveyed premises primarily and substantially as a naturalconservation areafor general public education and recreation consistent with the education purposes of such school district and subject to the governance by the school district and its school beard. This natural conservation area shall bq,eEi�ta'�ln a generally wild state and conducted as educational and ' present to the genorkJ public thereof the benefits and pleasures of a well preserved and main– tained ecological area including the demonstration facilities} if desired. This general restriction on the use of such promises shall cease on the 30th anniversary hereof. State Deed Tteat $22.00 Wo Ywar anb to *olb tit game, Together with all the hor;dltaments and oppur.enancea thareanto bctonging, or in anywise appertaining, to the said partyoI! the second part, its sucoessors and arslone, Forever, &t4 the said........Jobn..iie... on.4jlnd _-M ..J.o.:..1�....}�ondbug_. _................................ ..... .......... _................. ..................................... ........ _ ............... ...... .....&...— joiXie...UnQ110.......... ..__..._...... part ies.. of the Bret part, for ...,..thORAV Yeas Ahe.;4_............. heirs, areoutom and administrators, do . covenant with the said party of the wooed part, its sucooesors and aasigne, that - VbOY.,4xQ......... ._ _.....wolf seized in foe of the lands and premises asforwated, and ha-Yn...... good rttht to sell and eonwy the same In manner and form aforesaid, and that the same are free from all lnoumbrlinoes, rind the abovo borpatncd and granttd lands and promises, in the quiet and peaceable possession of the said party of the second part, its successors and assigns, against all persona lawfully claiming or to claim the whole or any part thereof, subjeot to ineumbranoss, tf any, horeinbafore mentioned, the said parCAee. of the first part will Warrant and Defend. 3" Ttitlmonp Nbertot, The said par#..Iea of the first part haM...... hereunto set hand. a. the day and year first above writlen. In Pressnas of �......_ ._.......SI.Yt..uh+ z.........._.......,. . ..� _.....,_.......................... ........._......._....... ........ ...._..._.................... ....... . _.............. _. _..... _....................... _...... _ _......... _. _.... ...� ............ .._..._.................. E D A EEO T gptatc of countV of ... On Vt 4 ....................9• November me, a .. ........... .. I ........ .. .. ..within and foreald County, personally appeared 49w.qt PRNN�.t km§.P#O §!p .. _ __ - ..... . ... . ..... .. I .... . ... .. ...... to ms known to N W Mrjor...4 dewriNd in, and tcho exeot4led the jw-cgolng Wirumenf. . ... ... ...... ...... 111- .. . . . ....... ..... and acknowledged that .the.y eve-ittied (Seo H.to) . .y tka eam s as Abeir . ............. 1r,1_6 001 and dmI__ . ...... ..................... (5t# NottT THIS INSTRUMENT WAS DRAFTED BY dnlatSON AM JO 5014 GaryII. Pring 0 116 North Central (NAM*) Xotary P11111i Unit. Buffalo, Kinnesota My commission exPeW -,Nov NOTRI Tw wask Hees _"k" "Itt R*%" mv W 1-14 *Ata 011 614romekt to wftli,4 liq *a att"mi, 1. Ion, -g 0" 04 43 :0 Fx 411 FX i A klo esics CONSULTING, INC Independent School District #882 Monticello Middle School Renovation - Phase II STORM WATER POLLUTION PREVENTION PLAN MONTICELLO MIDDLE SCHOOL PHASE II STORM WATER 2/8/2017 1:22:29 PM POLLUTION S:ASD882\Monfi ello Middle School\1CENTRAL2e 248MiddPSchool (H II)\02_ARCMRevit\152248_CENTRAL.M PREVENTION PLAN Comm No: 152248 SECTION 0189 13 STORM WATER POLLUTION PREVENTION PLAN PART 1 - GENERAL 1.01 STORM WATER POLLUTION PREVENTION PLAN A. The Storm Water Pollution Prevention Plan for this project is attached hereto. PART 2 - PRODUCTS PART 3 - EXECUTION Not Used Not Used END OF SECTION 0189 13 No. 152248 018913-1 Storm Water Pollution Prevention Plan Storm Water Pollution Prevention Plan Narrative Monticello Middle School Renovation Phase II 800 Broadway St. E Monticello, MN 55362 January 23, 2017 ANDERSON- JOHNSON ASSOCIATES,I`A-JA- wo- LANIJSCAPE ARCHITECTURE • SITE PLANNING • CI UIL ENGINEERING I. Information for General Stormwater Permit Application Form A. Online applications may be obtained at the following website: 1. http://www.pca.state.nm.us/water/stonnwater/stormwater-c.html B. Question la.: A Stormwater Pollution Prevention Plan has been developed for this project and has been incorporated into the project's plans and specifications. Check "YES". C. Question lb.: An environmental review was not required for this project. Therefore this requirement is not applicable to the project. Check "N/A". D. Question 2a: The site does discharge to an impaired water. Check "YES". E. Question 3a: This project does not disturb more than 50 acres. Check "NO". F. Question 3b: Check "NO". G. Questions 5, 6, and 7: See information below in "General Project Description". H. Question 8: Project type is "Other - Institutional". I. Question 9: See information below in "General Project Description". J. Question 10: Type of Permanent stormwater management is "Infiltration". K. Question 11: Name of water bodies within one mile of site receiving site storm water discharge: 1. Mississippi River a. Type: (1) Stream (2) Recreational River ORVW b. Special Water: Yes C. Impaired Water: Yes (1) This river segment has an EPA -approved impairment for Mercury in Fish Tissue, Fecal Coliform; Fishes Bioassessments. (2) These impairment(s) are considered to be construction related parameters and require the additional best management practices (BMPs) found in Appendix A of the permit (C.1 & C.2) if the project has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the impaired stream. (3) Appendix A C.1, During construction: (a) Stabilization of all exposed soil areas must be initiated immediately to limit soil erosion but in no case completed later than seven (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. (b) Temporary sediment basin requirements described in Part III.0 must be used for common drainage locations that serve an area with five (5) or more acres disturbed at one time. (4) Appendix A C.2, Post construction: (a) The water quality volume that must be retained on site by the project s permanent stormwater management system (as described in Part III.D) shall be one (1) inch of runoff from the new impervious surfaces created by the project. (5) A mandatory Stormwater Pollution Prevention Plan (SWPPP) review is required by the MPCA if the project will disturb over 50 acres and has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the impaired water. Owners must submit the application for coverage and the Storm Water Pollution Prevention Plan at least 30 -days before the construction start date. The SWPPP can be attached electronically when using the online application. Unnamed River Segment a. Type: Recreational River ORVW b. Special Water: No C. Impaired Water: Yes (1) This river segment is considered a Scenic or Recreational River Segment as described in Appendix A B.3 of the NPDES/SDS permit for construction. Projects discharging to these waters must incorporate the additional best management practices (BMPs) found in Appendix A of the permit (C.1 C.2 & C.3) if the project has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the Scenic or Recreational River segment. (2) Appendix A C.1, During construction: (a) Stabilization of all exposed soil areas must be initiated immediately to limit soil erosion but in no case completed later than seven (7) days after the construction activity in that portion of the site has temporarily or permanently ceased. (b) Temporary sediment basin requirements described in Part III.0 must be used for common drainage locations that serve an area with five (5) or more acres disturbed at one time. (3) Appendix A C.2, Post construction: (a) The water quality volume that must be retained on site by the project s permanent stormwater management system (as described in Part III.D) shall be one (1) inch of runoff from the new impervious surfaces created by the project. (4) Appendix A C.3, Buffer zone: (a) The Permittee(s) shall include an undisturbed buffer zone of not less than 100 linear feet from the special water (not including tributaries) and this buffer zone shall be maintained at all times, both during construction and as a permanent feature post construction, except where a water crossing or other encroachment is necessary to complete the project. The Permittee(s) must fully document the circumstance and reasons that the buffer encroachment is necessary in the SWPPP and include restoration activities. Replacement of existing impervious surface within the buffer is allowed under this permit. All potential water quality, scenic and other environmental impacts of these exceptions must be minimized by the use of additional or redundant BMPs and documented in the SWPPP for the project. (5) A mandatory Storm Water Pollution Prevention Plan (SWPPP) review is required by the MPCA if the project will disturb over 50 acres and has a discharge point on the project within 1 mile (aerial radius measurement) of, and flows to the scenic or recreational river segment. Owners must submit the application for coverage and the SWPPP at least 30 -days before the construction start date. The SWPPP can be attached electronically when using the online application. II. General Project Description A. The project name is "Monticello Middle School Renovation Phase II" B. The site is located at 800 Broadway Street East, Monticello, MN 55362 in Wright County. C. Latitude and longitude coordinates: 1. Latitude: 45.299384° 2. Longitude: -93.780456° 3. Determined from USGS website at http://www.latlong.net/ and by tapping the cursor on the site location. D. The project will disturb approximately 3.9 acres. E. The site is currently a practice football field. 1. Existing impervious surface: 15.767 acres 2. Post -construction impervious surface: 16.684 acres 3. Additional Impervious Area: 0.917 acres F. The project will consist of construction additional parking in the current location of the existing tennis courts, construction of new tennis courts to replace the displaced set of courts, modifications to the loading dock area, and paving of an existing gravel parking lot. G. The site is not located within a well head protection zone. H. Wetlands do not exist on the site. I. Work includes site removals, installation of erosion control devices, excavation, grading, erosion control, storm sewer, watermain , curbing, paving, sodding, seeding, landscaping, and site restoration. J. Soil Borings for the site have been performed and are included in the Project Manual. Soils are generally poorly graded sands (SP) which are Type A soils. K. Approximate quantities for erosion control and sediment control BMP's are shown on the Erosion Control Plans. III. Potential for Sediment and Pollutant Discharge A. Construction site soil erosion / sedimentation B. Dust from site soils C. Tracking of soils from construction site to paved areas D. Concrete mix truck washing areas E. Fueling areas F. Solid Waste (paper, plastic, building materials and similar) G. Fertilizers H. Petroleum products IV. Person / Company knowledgeable, experienced and responsible for implementing the SWPPP: A. SWPPP plan preparation: 1. Company: a. Anderson - Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, MN 55427 Phone 763-544-7129 Fax 763-544-0531 2. Responsible Person: a. David Rey, P.E. SWPPP plan training: a. SWPPP training has been obtained. (1) Dates of Training: October 6 / October 7, 2008 (a) Name of Training Instructor: John Chapman, Shane Missaghi (b) Number of Hours Training: 12 (2) Date for Recertification Training: January 29, 2015 (a) Name of Training Instructor: John Chapman (b) Number of Hours Training: 5.5 (3) Entity providing Training: University of Minnesota (4) Content of Training Course: Design of Construction SWPPP (5) Certification Expires in the year 2018. B. SWPPP plan implementation during construction (installation, inspection and maintenance): 1. Company: a. To be determined by public Bid. 2. Responsible Person: a. To be determined following public Bid award. 3. SWPPP implementation training: a. Shall be obtained and documented in accordance with the requirements of the NPDES General Stormwater Permit for Construction Activity (MN R100001). Contractor shall fill out the following information and keep this information on site: (1) Dates of Training: (2) Name of Training Instructor: (3) Entity providing Training: (4) Number of Hours Training: (5) Content of Training Course: C. Post Construction responsibility (long term operation and maintenance) 1. Organization: a. Monticello Public Schools 302 Washington Street Monticello, MN 55362 2. Responsible Person: a. Bruce Hanson, Director of Buildings and Grounds bruce.hansonna monticello.kl2.mn.us Phone: 763-272-2091 D. Inspection and maintenance logs shall be kept in the Contractors on-site job trailer or other suitable temporary storage area. V. General Construction Sequence A. Erosion Control Devices, noted herein, include: 1. Silt fence 2. Sediment Control Device at storm sewer inlets 3. Sediment log 4. Rock construction entrance 5. Rock check dams 6. Rip rap 7. Storm water treatment basins 8. Temporary sediment basins 9. Storm sewer systems 10. Temporary outlet pipes 11. Erosion control blanket 12. Temporary seeding 13. Final seeding / sodding 14. Temporary / permanent vegetation 15. Other features identified by the Minnesota Pollution Control Agency, City or Engineer as a Best Management Practice (BMP) device. B. Contractor shall apply for the MPCA General Stormwater Permit (NPDES Permit). 1. Post the permit in the job site trailer or other suitable temporary storage area. C. Review the SWPPP and its sequencing and requirements. The Contractor shall notify the Engineer if site conditions, construction sequencing, or other items are different or require modification from this written SWPPP. The Engineer will review the suggested modifications and amend the SWPPP accordingly. D. Commence with the following construction sequence: 1. Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section 3125 00. 2. Construct Sediment Control Devices at existing storm sewer inlets (haybales around castings and silt fence under castings will not be acceptable). Select devices that will not hinder traffic flow or vehicle movements. 3. Have silt fence and other erosion control devices inspected by local authorities, as required by the local authority. 4. Construct the rock construction entrances, or, since a rock construction entrance may not be practical to construct at the time construction begins, provide daily sweepings of the drives where construction traffic enters or exits the site. 5. Establish concrete truck washout areas and post with signs. 6. Install protective fencing / visual barrier around the perimeter of the proposed infiltration areas. a. Keep all construction traffic, equipment and material stockpiles out of the proposed Infiltration Area limits. The protective fencing / visual barrier must be installed before new construction begins and shall be maintained through the duration of the project. 7. Begin removal of the existing tennis courts. a. Remove chain link fencing and other surface features. b. Remove bituminous pavements. 8. Remove remaining existing site features. 9. Strip and stockpile topsoil. Provide temporary seeding of soil stockpiles as noted herein. 10. Begin rough grading the proposed bituminous areas. 11. Excavate to 12 inches above finish grade elevation for the infiltration areas, leaving existing soils at 12" above finish grade for a temporary condition. Do not install engineered soils in this area until upstream areas are permanently stabilized. 12. Begin construction of the proposed tennis courts. a. Excavate soils to allow for tennis court sand subbase to be constructed. b. Establish tennis courts subgrade elevation. C. Begin installation of the sand subbase. d. Complete sand subbase installation. e. Construct the stabilized aggregate base course. This will serve as temporary stabilization for the tennis courts. 13. Construct the permanent storm sewer system. a. Once complete, construct Sediment Control Devices at new storm sewer inlets (hay bales around castings and silt fence under castings will not be acceptable). Select devices that will not hinder traffic flow or vehicle movements. 14. Rough and finish grade the pavement subgrade following the procedures identified in Section 3100 00 Earthwork. 15. Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporary stabilization for the parking lot and drive areas. 16. Construct curb and gutter and concrete walks. This will serve as permanent stabilization for the walk areas. 17. Construct the first lift of pavement on the parking lots. This will serve as permanent stabilization for the parking lot and drive areas. 18. Construct the first lift of pavement on the tennis courts. This will serve as permanent stabilization for the tennis courts. 19. Spread topsoil, finish grade turf areas and prepare these areas for sod or seed. 20. Sod the turf areas indicated to receive sod. This will serve as permanent stabilization for the sodded areas. 21. Seed and blanket the areas indicated to receive seed and blanket. This will serve as temporary stabilization for the seeded areas. 22. Establish seeded areas with acceptable turf (as described in the seed specification). Once established, this will serve as permanent stabilization for the seeded areas. 23. With all upstream areas permanently stabilized, begin final construction of the infiltration areas. Work includes: a. Limit construction traffic within these areas as much as possible to avoid compacting the soils in these areas. b. Use a toothed bucket backhoe to excavate soils. Use dump trucks to haul and dispose of soils. C. Use a toothed bucket and backhoe to place soils. d. Use a toothed bucket for rough grading. e. Use manual labor for finish grading and restoration. f. Do not use equipment on the surface of the area as this will compact the soils. Minimize smearing of the soils with mechanical equipment. 24. Provide final lift of pavement and pavement markings. 25. Provide final stabilization and cleanup of the site. E. Provide maintenance to erosion control devices and BMP's to comply with the requirements of the permit. F. Re -install all sediment control practices that have been adjusted or removed to accommodate short- term activates, such as passage of construction vehicles or equipment, immediately after the short-term activity has been completed. All sediment control practices shall be re -installed before the next precipitation event if the short term activity is not complete. G. Inspect erosion control devices and provide routine maintenance as follows: 1. Inspect erosion control devices a minimum of once per week and after each rain event measuring 0.5" or more. Inspect, repair and cover erosion -damaged areas by the end of the next business day after discovery or as soon as field conditions allow access unless another time frame is specified. a. All perimeter control devices must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches one-half ('/z) of the height of the device. These repairs must be made by the end of the next business day after discover, or thereafter as soon as field conditions allow access. 2. Record inspection on log posted in Contractor's construction trailer or other suitable temporary storage area. All inspections and maintenance shall be recorded within 24 hours. a. Records of each inspection and maintenance activity shall include: (1) Date and time of inspections (2) Name of person conducting inspection (3) Findings of inspections, including recommendations for corrective actions (4) If any discharge is observed to be occurring during the inspection, a record of all points of the property, from which there is a discharge must be made, and the discharge should be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants. Photographs shall be taken and kept with the inspection log. (5) Corrective actions taken (including dates, times, and party completing maintenance activities (6) Date and amount of all rainfall events greater than one half inch (0.5 inch) in 24 hours. Rainfall amounts must be obtained by a properly maintained rain gauge installed onsite, a weather station that is within 1 mile of the project site, or a weather reporting system that provides site specific rainfall data from radar summaries. (7) Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for Construction Activity (MN R100001) b. Inspections are not required where the ground is frozen. The required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or 24 hours prior to resuming construction, whichever comes first. Provide maintenance for all devices as follows: a. Silt fences, sediment logs, temporary berms, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, breaches to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place. b. Silt fences, sediment logs, temporary berms, and erosion control devices at storm sewer inlets, and other erosion control devices shall be cleaned when sediment reaches 1/3 the height of the erosion control device, within 24 hours. C. Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sediment shall be removed and replaced with fresh river rock. d. Repairs or replacements to all erosion control devices shall occur within 24 hours of discovery. e. Temporary diversion berms shall be inspected and any breaches promptly repaired. f. Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site) shall be removed within 24 hours of discovery. g. Streets and other areas adj acent to the project must be inspected for evidence of off- site accumulations of sediment. If sediment is present, it must be removed in a manner and at a frequency sufficient to minimize off-site impacts. h. Removal of sediment and restabilization of Surface Waters shall be accomplished within 7 days of discovery (note: surface waters include curb and gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices). i. Inlet protection may be removed if a local unit of government directs the permitee to do so because of a specific safety concern. H. Provide dewatering of excavations as identified in Section 3100 00. I. Temporary Soil Stockpiles: 1. Temporary soil stockpiles shall not be placed in surface waters ofthe state, including surface conveyances such as curb and gutter, swales, or ditches. 2. Install silt fence at the base of the temporary soil stockpile (full perimeter). 3. Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven (7) days. Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand and similar clean aggregates). Stabilize denuded areas (including stockpiles) within the following number of days of last construction activity (temporary or permanent) in that area. 1. As soon as possible but in no case later than seven (7) days. K. Provide maintenance of all seeded / sodded areas until fully established. L. Provide cleaning of storm sewer system at the completion of the project. Cleaning shall include removal of accumulated sediment from all surface waters as defined by the permit (for example, curb and gutter, pavements, swales, and storm sewer piping and structures). M. Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materials properly off-site. N. Apply for Notice of Termination (NOT) with MPGA. NOT must be submitted within 30 days after: 1. Site has undergone Final Stabilization (at least 80% vegetative cover), and 2. Removal of all temporary erosion control measures (silt fence, etc.), and 3. Final cleanout and maintenance of all permanent storm water facilities, and 4. Completion of all maintenance activities and site cleanup. VI. Erosion and Sediment Controls - Stabilization Practices A. Temporary Stabilization: 1. Stockpiles and disturbed portions of the site where construction activity temporarily ceases for the time frames noted above shall be stabilized with a temporary seed and mulch according to the following: a. All areas of bare soil exposed to possible erosion shall be shaped to drain with minimum potential for erosion. The disturbed areas shall then be seeded with perennial ryegrass and annual wheat at a rate of 10 pounds per acre (0.25 lbs./1,000 sq. ft.) and 20 pounds per acre (0.50 lbs./1,000 sq. ft.) respectively, then and covered with hydromulch (Mn/DOT 3884, Type 5 consisting of wood cellulose fiber pulp)at a rate of 1,500 pounds per acre (note, where erosion control blanket is proposed, hydromulch is not required). 2. Stabilize areas to be paved by placing Class V aggregate base course. B. Permanent Stabilization: 1. Permanent stabilization shall occur in accordance with Specification Sections 32 12 00, 32 13 13, 32 92 19, and 32 92 23 and as shown on the Construction Drawings. VII. Storm Water Management A. Rate Control: 1. Rate Control has been accomplished with the proposed infiltration areas. Rate Control has been designed not to exceed the previously designed storm water runoff rates for the 2, 10, and 100 year storm events. Atlas 14 rain events were used in the analysis. B. Storm Water Quality: 1. Provided in accordance with City of Monticello standards, using infiltration as the practice. C. Infiltration / Water Abstraction: 1. Type A soils exist on site and the site is conducive to infiltration. 2. City of Monticello and requires infiltration. 3. An Infiltration rate of 0.45 inches per hour has been used in the modeling. 4. One inch of runoff over the new impervious areas has been designed to be infiltrated. D. Calculations have been submitted to the City of Monticello. VIII. Material Inventory A. The following materials are anticipated to be present on site during construction: 1. Concrete 2. Bituminous pavements / tack coat 3. Fertilizers 4. Petroleum based products 5. Cleaning solvents 6. Paints IX. Spill Prevention A. Good Housekeeping Requirements - The following good housekeeping practices shall be followed on site during construction 1. Store only enough product on site to perform work. 2. All materials stored on site shall be stored in a neat, orderly manner in their appropriate containers or in a temporary enclosure. 3. Building products that have the potential to leach pollutants must be under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with stormwater. 4. Products shall be kept in their original containers with the original manufacturer's label. Substances shall not be mixed unless approved by the manufacturer. Whenever possible, all of a product shall be used up before disposing of the container. Manufacturer's recommendations for proper use and disposal shall be followed. The Contractor's site superintendent shall inspect daily to ensure proper used and disposal of materials. B. Product Specific Practices 1. Petroleum products a. All on site vehicles shall be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products shall be stored in tightly sealed containers which are clearly labeled. Any asphalt substances used onsite shall be applied according to the manufacturer's recommendations. b. Fueling and Maintenance of Equipment or Vehicles - Spill Prevention and Response: (1) The Contractor shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. Conduct fueling in a contained area unless infeasible. Ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. Report and clean up spills immediately as required by Minn. Stat. § 115.061, using dry clean up measures where possible. 2. Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials: a. Materials shall be under cover (e.g., temporary roofs or plastic sheeting) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. b. Pesticides, herbicides, insecticides, fertilizers, and other chemicals used shall be applied only in the minimum amounts recommended by the manufacturer. 3. Fertilizers a. Fertilizers used shall be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer shall be worked into the soil to limit exposure to storm water. Fertilizers shall be brought to the site on the day of use. The contents of any partially used bags of fertilizer shall be transferred to a sealable plastic bin to avoid spills. 4. Paints a. All containers shall be tightly sealed and stored when not required for use. Excess paint shall not be discharged to the storm sewer system but shall be properly disposed of according to manufacturers' instructions or State and local regulations. 5. Concrete Truck Washing a. Provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes must not contact the ground, and the containment must be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. 6. No engine degreasing is allowed on site. 7. External washing of trucks and other construction equipment shall be limited to a defined area of the site or shall be accomplished at an appropriate off site area. C. Spill Control Practices - In addition to the good housekeeping and material management practices discussed in the previous sections of this plan, the following practices shall be followed for spill prevention and cleanup: 1. Manufacturers' recommended methods for spill cleanup shall be clearly posted and site personnel shall be made aware of the procedures and the location of the information and cleanup supplies. 2. Materials and equipment necessary for spill cleanup shall be kept in the material storage area onsite. Equipment and materials shall include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specially for this purpose. 3. All spills shall be cleaned up immediately after discovery. 4. The spill area shall be kept well ventilated and personnel shall wear appropriate protective clothing to prevent injury from contact with a hazardous substance. 5. Spills of toxic or hazardous material shall be reported to the appropriate State or local government agency, regardless of the size. 6. The spill prevention plan shall be adjusted to include measures to prevent this type of spill from reoccurring and how to clean up the spill if there is another one. A description of the spill, what caused it, and the cleanup measures shall also be included. 7. The Contractor's site superintendent, responsible for the day-to-day site operations, shall be the spill prevention and cleanup coordinator. He shall designate at least three other site personnel who shall receive spill prevention and cleanup training. These individuals shall each become responsible for a particular phase of prevention and cleanup. The names of responsible spill personnel shall be posted in the material storage area and in the office trailer onsite. X. Waste Disposal A. All waste materials shall be appropriately stored on site until permanently removed from site. B. Compliance with Instructions, Ordinances and State Laws: The Contractor shall comply with all instructions and ordinances of the State of Minnesota, and all counties and municipalities regarding waste disposal. Solid waste must be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. C. Dumpsters and similar storage devices shall be properly secured and closed to prevent wind or other means to dislocate the materials from the proper storage container. Loose materials and debris shall be collected on a daily basis. D. Disposal of Materials and Debris: All debris resulting from the removal and demolition operations shall be disposed of off-site by the Contractor subject to any specific regulations imposed by laws, ordinances, orders and decrees. E. Burying of construction materials and debris will not be permitted. F. Grubbing operations shall consist of removing and disposing of the stumps, roots and other remains. Stumps shall be removed completely. G. All timber, stumps, roots and other debris or by-products resulting from the clearing and grubbing operations shall be removed from the site. If any wood is run through a chipping machine, the wood chips shall be recovered and disposed of off-site to the satisfaction of the Engineer. Burying or burning of wood chips or other tree or vegetation remnants on-site will not be permitted. XI. Hazardous Waste A. All hazardous waste materials shall be disposed of in the manner specified by local or State regulations. Site personnel shall be instructed in these practices and the Contractor's site superintendent shall oversee these practices. B. Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids) must be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. C. Vehicle fueling shall be in a single location on the site, away from existing wetlands and undisturbed areas. XII. Sanitary Waste A. Sanitary Waste shall be collected from portable units provided by the Contractor on a regular basis. Use of portable units shall comply with local and State regulations. B. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. XIII. Post - Construction Maintenance A. Post - construction maintenance will be accomplished by the Owner. Maintenance guidelines are included at the end of this SWPPP. SWPPP Narrative prepared by: David Rey, P.E. MN Reg. 40180 Anderson Johnson Associates, Inc. 7575 Golden Valley Road, Suite 200 Minneapolis, MN 55427 (763)544-7129 (763) 544-0531 fax STORMWATER MANAGEMENT AREA MAINTENANCE The following guidelines shall be used to maintain the Infiltration Areas post construction. SPRING MAINTENANCE (prior to vegetation growth) Remove trash, litter and other debris. Remove silt or other soil deposits from the bottom of the basin. Work shall be done by hand with a shovel, spade and bucket to remove the undesired materials. EARLY SUMMER MAINTENANCE (early to mid June) Remove weeds. Weed removal is critical before weeds go to seed. Weeds should be removed by hand to physically remove and discard the plant and root materials. Repair erosion or rivlets occurring on side slopes to the basin. Sediment that is deposited in the bottom of the basin will clog the surface and prevent infiltration. Prune plants as desired. Replace dead or dying plants. END OF SEASON MAINTENANCE Remove trash, litter and other debris. Blow leaves from Infiltration Areas. Leave removal should be done during dry periods to effectively remove leaves. Appendix ,4"E, ON- JOMVSox �. ASSO MS, INC L4N sc.APH,Irrr:xrrxcTuxE • VrT PLAmvvvr, • CiviLFvr,INFERIN f1 Of 2V 4b i ••A ] ] 36 � lap, C#Uol � �IL ` � � � �f - � �-/ � � � _� • � � � • � � � � �� - .«. 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E E CL U)° o 0.0 ��§/ %� E ��§E®±q/ E �.�%§§ C) « � m qm gsuoPn moo v c � meI am m &mom amo pue m;9pa mleO $ -0 mimqu puegpS O teo ua $ _ (D ddael&lmomegps < pueu@s oIN Rd (D$ §v E_%/ F ƒ -RRmuGmdmi oume 9 me$um«l § �� ® � �- =5a) +O o \ 3 WON ¢ / mmam&e �%0 ,AegmH� CL ljameugm�j (n \ .� 0 % : \ in C N E E O U (a C O El Wd O o WV Eom F- MO o Moa Aea 0 rn yluoW c N oJuana uiea e Qo t aalle sinoy bZ a ~ c AI�aann eui}no�j esics CONSULTING, INC Independent School District #882 Monticello Middle School Renovation - Phase II STORM WATER MANAGEMENT REPORT MONTICELLO MIDDLE SCHOOL PHASE II 2/3/2017 1:22:29 PM STORM WATER SASo88Z�o�tieoMddeS�hoo�1ZZ48AMddeSool(PH>�02ARCMRevt\,5ZZ48_CENTRAL.M MANAGEMENTREPORT Comm No: 152248 Storm Water Management Report Monticello Middle School Renovation Phase 2 February 3, 2017 ANDERSON- JOHNSON ASSOCIATES, I`A-JA- LANDSCAPE ARCHITECTURE • SITE PLANNING • CI UIL ENGINEERING Index Pages Title Page 2 Index 3 Certification 4 Drainage Summary 5-70 HydroCAD® Calculations - Existing Conditions 71-154 HydroCAD® Calculations - Proposed Conditions 155- 164 Storm Water Quality Calculations 165-200 Geotechnical Evaluation ANDERSON- JOHNSZpA-—J A-% ASSOCIATES, INC. � LANDSCAPE ARCHITECTURE - SITE PLANNING - CI [rIL ENGINEERING Civil Engineer's Certification I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. David A. Rey, PE Registration No. 40180 February 3, 2015 Link 1L - Exisiting Inflow Event Peak Flow (cfs) 12 Yr 1 3.10 1 110Yr I 6.30 1 100 Yr 12.98 Link 2L - Existing Inflow Event Peak Flow (cfs) 12 Yr 1 14.31 1 110Yr 1 31.90 1 100 Yr 72.72 DRAINAGE SUMMARY Outflow Elevation Peak Flow (ft) (cfs) N/A 3.10 N/A 6.30 N/A 12.98 Outflow Elevation Peak Flow (ft) (cfs) N/A 14.31 N/A 31.90 N/A 72.72 Proposed Inflow Event Peak Flow (cfs) 12 Yr 2.94 110 Yr 5.84 1 100 Yr 11.82 Outflow Elevation Peak Flow (ft) (cfs) N/A 2.94 N/A 5.84 N/A 11.82 "Subcatchment P02" - Proposed Design OK? YES YES YES Design OK? YES YES YES Inflow Outflow Event Peak Flow Elevation Peak Flow (cfs) (ft) (cfs) 12 Yr 12.98 I N/A 12.98 110 Yr 29.50 1 N/A 29.50 1100 Yr 72.56 1 N/A 72.56 Design OK? YES YES YES Design OK? YES YES YES ANDERSON - JOHNS ASSOCIATES, Zr- INC. LANDSCAPE ARCHITECTURE • SITE PLANNING • CI vm ENGINEERING HydroCAD' Calculations Existing Conditions JG O 0 N x 0o r y-.0 W jF m U W -c eei zQz O W= o EX $F ?G mf (D= W o ifs; G�o �Z V �x Ir ¢ z3 # f ScB Wo z A2P 1L CB aR North \ E3 E5 a 2L t=.Qst E6 - --�6P E1 - CE8 Area From City AP SOUTH POND SubCat Reach on Link Routing Diagram for EXISTING Prepared by Hewlett-Packard Company, Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 2 Summary for Subcatchment E1: Runoff = 18.95 cfs @ 12.26 hrs, Volume= 1.916 af, Depth= 1.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 12.212 61 >75% Grass cover, Good, HSG B 10.411 98 Unconnected pavement, HSG B 22.623 78 Weighted Average 12.212 53.98% Pervious Area 10.411 46.02% Impervious Area 10.411 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment E2: Runoff = 2.55 cfs @ 12.19 hrs, Volume= 0.219 af, Depth= 1.07" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 1.216 98 Paved parking, HSG B 1.232 61 >75% Grass cover, Good, HSG B 2.448 79 Weighted Average 1.232 50.33% Pervious Area 1.216 49.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment E3: Runoff = 1.48 cfs @ 12.01 hrs, Volume= 0.077 af, Depth= 1.39" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.250 61 >75% Grass cover, Good, HSG B 0.418 98 Paved parkinq, HSG B 0.668 84 Weighted Average 0.250 37.43% Pervious Area 0.418 62.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.0 89 0.0225 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment E4: Runoff = 0.22 cfs @ 12.20 hrs, Volume= 0.024 af, Depth= 0.47" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.531 61 >75% Grass cover, Good, HSG B 0.085 98 Paved parkinq, HSG B 0.616 66 Weighted Average 0.531 86.20% Pervious Area 0.085 13.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.6 257 0.0190 0.19 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment E5: Runoff = 2.87 cfs @ 12.24 hrs, Volume= 0.275 af, Depth= 1.68" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.541 61 >75% Grass cover, Good, HSG B 1.426 98 Paved parkinq, HSG B 1.967 88 Weighted Average 0.541 27.50% Pervious Area 1.426 72.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment E6: Runoff = 2.16 cfs @ 12.19 hrs, Volume= 0.184 af, Depth= 1.13" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.941 61 >75% Grass cover, Good, HSG B 1.012 98 Paved parkinq, HSG B 1.953 80 Weighted Average 0.941 48.18% Pervious Area 1.012 51.82% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 8 Summary for Subcatchment E7: Runoff = 4.05 cfs @ 12.03 hrs, Volume= 0.228 af, Depth= 0.81" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 2.184 61 >75% Grass cover, Good, HSG B 1.199 98 Unconnected pavement, HSG B 3.383 74 Weighted Average 2.184 64.56% Pervious Area 1.199 35.44% Impervious Area 1.199 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 77 0.0130 0.13 Sheet Flow, Grass: Short n=0.150 P2=2.84" EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 9 Summary for Subcatchment E8: Area From City Runoff = 1.49 cfs @ 12.29 hrs, Volume= 0.170 af, Depth= 0.67" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 3.041 71 3.041 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 10 Summary for Pond 1 P: SOUTH POND Inflow Area = 31.000 ac, 40.72% Impervious, Inflow Depth = 0.92" for 2 YEAR event Inflow = 23.97 cfs @ 12.23 hrs, Volume= 2.375 of Outflow = 12.58 cfs @ 12.55 hrs, Volume= 2.376 af, Atten= 48%, Lag= 19.0 min Primary = 12.58 cfs @ 12.55 hrs, Volume= 2.376 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Tertiary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 917.16' @ 12.55 hrs Surf.Area= 0.892 ac Storage= 0.570 of Plug -Flow detention time= 32.2 min calculated for 2.375 of (100% of inflow) Center -of -Mass det. time= 33.3 min ( 903.0 - 869.7 ) Volume Invert Avail.Storage Storaqe Description #1 916.00' 47.148 of Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 916.00 0.000 0.000 0.000 917.00 0.864 0.432 0.432 918.00 1.042 0.953 1.385 919.00 1.221 1.131 2.516 920.00 1.389 1.305 3.821 921.00 1.532 1.460 5.282 922.00 1.742 1.637 6.919 923.00 2.151 1.947 8.866 924.00 2.538 2.344 11.210 925.00 3.114 2.826 14.036 926.00 4.204 3.659 17.695 927.00 10.146 7.175 24.870 928.00 11.470 10.808 35.678 929.00 11.470 11.470 47.148 Device Routinq Invert Outlet Devices #1 Primary 916.00' 60.0" Round Culvert L= 50.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 916.00'/ 915.35' S=0.0130'/' Cc= 0.900 n= 0.012, Flow Area= 19.63 sf #2 Device 1 916.00' 10.0' long Broad -Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 2.00 2.50 3.00 4.00 5.00 Coef. (English) 2.64 2.68 2.65 2.64 2.64 2.64 2.64 2.64 #3 Secondary 921.20' 36.0" Round Culvert L= 49.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 921.20'/ 920.80' S=0.0082'/' Cc= 0.900 n= 0.013, Flow Area= 7.07 sf #4 Tertiary 928.50' 38.0' long x 15.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63 EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 11 Primary OutFlow Max=12.58 cfs @ 12.55 hrs HW=917.16' TW=0.00' (Dynamic Tailwater) L1=Culvert (Barrel Controls 12.58 cfs @ 5.51 fps) L2=Broad-Crested Rectangular Weir (Passes 12.58 cfs of 33.26 cfs potential flow) e Scondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) 3=Culvert ( Controls 0.00 cfs) Tertiary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L4= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 12 Stage -Area -Storage for Pond 1 P: SOUTH POND Elevation Surface Storage Elevation Surface Storage (feet) (acres) (acre-feet) (feet) (acres) (acre-feet) 916.00 0.000 0.000 923.95 2.519 11.084 916.15 0.130 0.010 924.10 2.596 11.467 916.30 0.259 0.039 924.25 2.682 11.863 916.45 0.389 0.087 924.40 2.768 12.271 916.60 0.518 0.156 924.55 2.855 12.693 916.75 0.648 0.243 924.70 2.941 13.128 916.90 0.778 0.350 924.85 3.028 13.575 917.05 0.873 0.475 925.00 3.114 14.036 917.20 0.900 0.608 925.15 3.277 14.515 917.35 0.926 0.745 925.30 3.441 15.019 917.50 0.953 0.886 925.45 3.605 15.548 917.65 0.980 1.031 925.60 3.768 16.101 917.80 1.006 1.180 925.75 3.931 16.678 917.95 1.033 1.333 925.90 4.095 17.280 918.10 1.060 1.490 926.05 4.501 17.913 918.25 1.087 1.651 926.20 5.392 18.655 918.40 1.114 1.816 926.35 6.284 19.530 918.55 1.140 1.985 926.50 7.175 20.540 918.70 1.167 2.158 926.65 8.066 21.683 918.85 1.194 2.335 926.80 8.958 22.960 919.00 1.221 2.516 926.95 9.849 24.370 919.15 1.246 2.702 927.10 10.278 25.891 919.30 1.271 2.890 927.25 10.477 27.448 919.45 1.297 3.083 927.40 10.676 29.034 919.60 1.322 3.279 927.55 10.874 30.651 919.75 1.347 3.479 927.70 11.073 32.297 919.90 1.372 3.683 927.85 11.271 33.972 920.05 1.396 3.891 928.00 11.470 35.678 920.20 1.418 4.102 928.15 11.470 37.398 920.35 1.439 4.316 928.30 11.470 39.119 920.50 1.460 4.534 928.45 11.470 40.840 920.65 1.482 4.755 928.60 11.470 42.560 920.80 1.503 4.978 928.75 11.470 44.280 920.95 1.525 5.206 928.90 11.470 46.001 921.10 1.553 5.436 921.25 1.585 5.672 921.40 1.616 5.912 921.55 1.647 6.156 921.70 1.679 6.406 921.85 1.711 6.660 922.00 1.742 6.919 922.15 1.803 7.185 922.30 1.865 7.460 922.45 1.926 7.744 922.60 1.987 8.038 922.75 2.049 8.341 922.90 2.110 8.652 923.05 2.170 8.974 923.20 2.228 9.303 923.35 2.286 9.642 923.50 2.344 9.989 923.65 2.403 10.345 923.80 2.461 10.710 EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 13 Summary for Pond 2P: CB Inflow Area = 0.668 ac, 62.57% Impervious, Inflow Depth = 1.39" for 2 YEAR event Inflow = 1.48 cfs @ 12.01 hrs, Volume= 0.077 of Outflow = 1.48 cfs @ 12.01 hrs, Volume= 0.077 af, Atten= 0%, Lag= 0.0 min Primary = 1.48 cfs @ 12.01 hrs, Volume= 0.077 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 935.00' @ 0.10 hrs Surf.Area= 456 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 834.7 - 834.7 ) Volume Invert Avail.Storage Storaqe Description #1 935.00' 456 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 935.00 936.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 456 0 0 456 456 456 #2 Secondary Invert Outlet Devices 929.10' 12.0" Round RCP -Round 12" L= 108.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 929.10'/ 925.90' S=0.0296'/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf 935.50' 20.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Primary OutFlow Max=0.00 cfs @ 12.01 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 12" (Passes 0.00 cfs of 8.11 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 14 Stage -Area -Storage for Pond 2P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 935.00 456 0 935.53 456 242 935.01 456 5 935.54 456 246 935.02 456 9 935.55 456 251 935.03 456 14 935.56 456 255 935.04 456 18 935.57 456 260 935.05 456 23 935.58 456 264 935.06 456 27 935.59 456 269 935.07 456 32 935.60 456 274 935.08 456 36 935.61 456 278 935.09 456 41 935.62 456 283 935.10 456 46 935.63 456 287 935.11 456 50 935.64 456 292 935.12 456 55 935.65 456 296 935.13 456 59 935.66 456 301 935.14 456 64 935.67 456 306 935.15 456 68 935.68 456 310 935.16 456 73 935.69 456 315 935.17 456 78 935.70 456 319 935.18 456 82 935.71 456 324 935.19 456 87 935.72 456 328 935.20 456 91 935.73 456 333 935.21 456 96 935.74 456 337 935.22 456 100 935.75 456 342 935.23 456 105 935.76 456 347 935.24 456 109 935.77 456 351 935.25 456 114 935.78 456 356 935.26 456 119 935.79 456 360 935.27 456 123 935.80 456 365 935.28 456 128 935.81 456 369 935.29 456 132 935.82 456 374 935.30 456 137 935.83 456 378 935.31 456 141 935.84 456 383 935.32 456 146 935.85 456 388 935.33 456 150 935.86 456 392 935.34 456 155 935.87 456 397 935.35 456 160 935.88 456 401 935.36 456 164 935.89 456 406 935.37 456 169 935.90 456 410 935.38 456 173 935.91 456 415 935.39 456 178 935.92 456 420 935.40 456 182 935.93 456 424 935.41 456 187 935.94 456 429 935.42 456 192 935.95 456 433 935.43 456 196 935.96 456 438 935.44 456 201 935.97 456 442 935.45 456 205 935.98 456 447 935.46 456 210 935.99 456 451 935.47 456 214 936.00 456 456 935.48 456 219 935.49 456 223 935.50 456 228 935.51 456 233 935.52 456 237 EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 15 Summary for Pond 3P: CB Inflow Area = 0.616 ac, 13.80% Impervious, Inflow Depth = 0.47" for 2 YEAR event Inflow = 0.22 cfs @ 12.20 hrs, Volume= 0.024 of Outflow = 0.22 cfs @ 12.20 hrs, Volume= 0.024 af, Atten= 0%, Lag= 0.0 min Primary = 0.22 cfs @ 12.20 hrs, Volume= 0.024 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 934.00' @ 0.10 hrs Surf.Area= 4,519 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 916.6 - 916.6 ) Volume Invert Avail.Storage Storaqe Description #1 934.00' 4,519 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 934.00 935.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 4,519 0 0 4,519 4,519 4,519 #2 Secondary Invert Outlet Devices 928.40' 15.0" Round RCP -Round 15" L= 12.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 928.40'/ 928.20' S=0.0167'/' Cc= 0.900 n= 0.013, Flow Area= 1.23 sf 934.40' 16.0' long x 8.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=0.00 cfs @ 12.20 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 15" (Passes 0.00 cfs of 13.18 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 16 Stage -Area -Storage for Pond 3P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 934.00 4,519 0 934.53 4,519 2,395 934.01 4,519 45 934.54 4,519 2,440 934.02 4,519 90 934.55 4,519 2,485 934.03 4,519 136 934.56 4,519 2,531 934.04 4,519 181 934.57 4,519 2,576 934.05 4,519 226 934.58 4,519 2,621 934.06 4,519 271 934.59 4,519 2,666 934.07 4,519 316 934.60 4,519 2,711 934.08 4,519 362 934.61 4,519 2,757 934.09 4,519 407 934.62 4,519 2,802 934.10 4,519 452 934.63 4,519 2,847 934.11 4,519 497 934.64 4,519 2,892 934.12 4,519 542 934.65 4,519 2,937 934.13 4,519 587 934.66 4,519 2,983 934.14 4,519 633 934.67 4,519 3,028 934.15 4,519 678 934.68 4,519 3,073 934.16 4,519 723 934.69 4,519 3,118 934.17 4,519 768 934.70 4,519 3,163 934.18 4,519 813 934.71 4,519 3,208 934.19 4,519 859 934.72 4,519 3,254 934.20 4,519 904 934.73 4,519 3,299 934.21 4,519 949 934.74 4,519 3,344 934.22 4,519 994 934.75 4,519 3,389 934.23 4,519 1,039 934.76 4,519 3,434 934.24 4,519 1,085 934.77 4,519 3,480 934.25 4,519 1,130 934.78 4,519 3,525 934.26 4,519 1,175 934.79 4,519 3,570 934.27 4,519 1,220 934.80 4,519 3,615 934.28 4,519 1,265 934.81 4,519 3,660 934.29 4,519 1,311 934.82 4,519 3,706 934.30 4,519 1,356 934.83 4,519 3,751 934.31 4,519 1,401 934.84 4,519 3,796 934.32 4,519 1,446 934.85 4,519 3,841 934.33 4,519 1,491 934.86 4,519 3,886 934.34 4,519 1,536 934.87 4,519 3,932 934.35 4,519 1,582 934.88 4,519 3,977 934.36 4,519 1,627 934.89 4,519 4,022 934.37 4,519 1,672 934.90 4,519 4,067 934.38 4,519 1,717 934.91 4,519 4,112 934.39 4,519 1,762 934.92 4,519 4,157 934.40 4,519 1,808 934.93 4,519 4,203 934.41 4,519 1,853 934.94 4,519 4,248 934.42 4,519 1,898 934.95 4,519 4,293 934.43 4,519 1,943 934.96 4,519 4,338 934.44 4,519 1,988 934.97 4,519 4,383 934.45 4,519 2,034 934.98 4,519 4,429 934.46 4,519 2,079 934.99 4,519 4,474 934.47 4,519 2,124 935.00 4,519 4,519 934.48 4,519 2,169 934.49 4,519 2,214 934.50 4,519 2,260 934.51 4,519 2,305 934.52 4,519 2,350 EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 17 Summary for Pond 6P: LOW SPOT Inflow Area = 1.953 ac, 51.82% Impervious, Inflow Depth = 1.13" for 2 YEAR event Inflow = 2.16 cfs @ 12.19 hrs, Volume= 0.184 of Outflow = 2.16 cfs @ 12.19 hrs, Volume= 0.184 af, Atten= 0%, Lag= 0.0 min Discarded = 0.01 cfs @ 12.19 hrs, Volume= 0.001 of Primary = 2.15 cfs @ 12.19 hrs, Volume= 0.184 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 925.00' @ 12.19 hrs Surf.Area= 2,740 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 862.4 - 862.4 ) Volume Invert Avail.Storage Storaqe Description #1 925.00' 2,740 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area (feet) (sq -ft) 925.00 2,740 926.00 2,740 Device Routinq Invert #1 Discarded 925.00' #2 Primary 923.80' #3 Secondary 925.50' Inc.Store Cum.Store (cubic -feet) (cubic -feet) 0 0 2,740 2,740 Outlet Devices 0.200 in/hr Infiltration over Surface area 15.0" Round RCP -Round 15" L= 16.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 923.60'/ 923.80' S= -0.0125T Cc= 0.900 n= 0.013, Flow Area= 1.23 sf 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.01 cfs @ 12.19 hrs HW=925.00' (Free Discharge) L1=Infiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=3.91 cfs @ 12.19 hrs HW=925.00' TW=916.83' (Dynamic Tailwater) L2=RCP_Round 15" (Barrel Controls 3.91 cfs @ 3.55 fps) te3 Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=925.00' TW=916.00' (Dynamic Tailwater) =Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 18 Stage -Area -Storage for Pond 6P: LOW SPOT Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 925.00 2,740 0 925.53 2,740 1,452 925.01 2,740 27 925.54 2,740 1,480 925.02 2,740 55 925.55 2,740 1,507 925.03 2,740 82 925.56 2,740 1,534 925.04 2,740 110 925.57 2,740 1,562 925.05 2,740 137 925.58 2,740 1,589 925.06 2,740 164 925.59 2,740 1,617 925.07 2,740 192 925.60 2,740 1,644 925.08 2,740 219 925.61 2,740 1,671 925.09 2,740 247 925.62 2,740 1,699 925.10 2,740 274 925.63 2,740 1,726 925.11 2,740 301 925.64 2,740 1,754 925.12 2,740 329 925.65 2,740 1,781 925.13 2,740 356 925.66 2,740 1,808 925.14 2,740 384 925.67 2,740 1,836 925.15 2,740 411 925.68 2,740 1,863 925.16 2,740 438 925.69 2,740 1,891 925.17 2,740 466 925.70 2,740 1,918 925.18 2,740 493 925.71 2,740 1,945 925.19 2,740 521 925.72 2,740 1,973 925.20 2,740 548 925.73 2,740 2,000 925.21 2,740 575 925.74 2,740 2,028 925.22 2,740 603 925.75 2,740 2,055 925.23 2,740 630 925.76 2,740 2,082 925.24 2,740 658 925.77 2,740 2,110 925.25 2,740 685 925.78 2,740 2,137 925.26 2,740 712 925.79 2,740 2,165 925.27 2,740 740 925.80 2,740 2,192 925.28 2,740 767 925.81 2,740 2,219 925.29 2,740 795 925.82 2,740 2,247 925.30 2,740 822 925.83 2,740 2,274 925.31 2,740 849 925.84 2,740 2,302 925.32 2,740 877 925.85 2,740 2,329 925.33 2,740 904 925.86 2,740 2,356 925.34 2,740 932 925.87 2,740 2,384 925.35 2,740 959 925.88 2,740 2,411 925.36 2,740 986 925.89 2,740 2,439 925.37 2,740 1,014 925.90 2,740 2,466 925.38 2,740 1,041 925.91 2,740 2,493 925.39 2,740 1,069 925.92 2,740 2,521 925.40 2,740 1,096 925.93 2,740 2,548 925.41 2,740 1,123 925.94 2,740 2,576 925.42 2,740 1,151 925.95 2,740 2,603 925.43 2,740 1,178 925.96 2,740 2,630 925.44 2,740 1,206 925.97 2,740 2,658 925.45 2,740 1,233 925.98 2,740 2,685 925.46 2,740 1,260 925.99 2,740 2,713 925.47 2,740 1,288 926.00 2,740 2,740 925.48 2,740 1,315 925.49 2,740 1,343 925.50 2,740 1,370 925.51 2,740 1,397 925.52 2,740 1,425 EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 19 Summary for Pond 7P: TRACK Inflow Area = 3.383 ac, 35.44% Impervious, Inflow Depth = 0.81" for 2 YEAR event Inflow = 4.05 cfs @ 12.03 hrs, Volume= 0.228 of Outflow = 3.42 cfs @ 12.08 hrs, Volume= 0.228 af, Atten= 15%, Lag= 3.0 min Discarded = 0.19 cfs @ 11.85 hrs, Volume= 0.123 of Primary = 3.24 cfs @ 12.08 hrs, Volume= 0.105 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 927.03' @ 12.08 hrs Surf.Area= 40,258 sf Storage= 1,025 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 3.8 min ( 874.2 - 870.5 ) Volume Invert Avail.Storage Storaqe Description #1 927.00' 40,258 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 927.00 40,258 0 0 928.00 40,258 40,258 40,258 Device Routinq Invert Outlet Devices #1 Primary 927.00' 320.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #2 Discarded 927.00' 0.200 in/hr Infiltration over Surface area Discarded OutFlow Max=0.19 cfs @ 11.85 hrs HW=927.00' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.19 cfs) Primary OutFlow Max=3.24 cfs @ 12.08 hrs HW=927.03' TW=916.61' (Dynamic Tailwater) L1=113road-Crested Rectangular Weir (Weir Controls 3.24 cfs @ 0.40 fps) EXISTING Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 20 Stage -Area -Storage for Pond 7P: TRACK Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 927.00 40,258 0 927.53 40,258 21,337 927.01 40,258 403 927.54 40,258 21,739 927.02 40,258 805 927.55 40,258 22,142 927.03 40,258 1,208 927.56 40,258 22,544 927.04 40,258 1,610 927.57 40,258 22,947 927.05 40,258 2,013 927.58 40,258 23,350 927.06 40,258 2,415 927.59 40,258 23,752 927.07 40,258 2,818 927.60 40,258 24,155 927.08 40,258 3,221 927.61 40,258 24,557 927.09 40,258 3,623 927.62 40,258 24,960 927.10 40,258 4,026 927.63 40,258 25,363 927.11 40,258 4,428 927.64 40,258 25,765 927.12 40,258 4,831 927.65 40,258 26,168 927.13 40,258 5,234 927.66 40,258 26,570 927.14 40,258 5,636 927.67 40,258 26,973 927.15 40,258 6,039 927.68 40,258 27,375 927.16 40,258 6,441 927.69 40,258 27,778 927.17 40,258 6,844 927.70 40,258 28,181 927.18 40,258 7,246 927.71 40,258 28,583 927.19 40,258 7,649 927.72 40,258 28,986 927.20 40,258 8,052 927.73 40,258 29,388 927.21 40,258 8,454 927.74 40,258 29,791 927.22 40,258 8,857 927.75 40,258 30,194 927.23 40,258 9,259 927.76 40,258 30,596 927.24 40,258 9,662 927.77 40,258 30,999 927.25 40,258 10,065 927.78 40,258 31,401 927.26 40,258 10,467 927.79 40,258 31,804 927.27 40,258 10,870 927.80 40,258 32,206 927.28 40,258 11,272 927.81 40,258 32,609 927.29 40,258 11,675 927.82 40,258 33,012 927.30 40,258 12,077 927.83 40,258 33,414 927.31 40,258 12,480 927.84 40,258 33,817 927.32 40,258 12,883 927.85 40,258 34,219 927.33 40,258 13,285 927.86 40,258 34,622 927.34 40,258 13,688 927.87 40,258 35,024 927.35 40,258 14,090 927.88 40,258 35,427 927.36 40,258 14,493 927.89 40,258 35,830 927.37 40,258 14,895 927.90 40,258 36,232 927.38 40,258 15,298 927.91 40,258 36,635 927.39 40,258 15,701 927.92 40,258 37,037 927.40 40,258 16,103 927.93 40,258 37,440 927.41 40,258 16,506 927.94 40,258 37,843 927.42 40,258 16,908 927.95 40,258 38,245 927.43 40,258 17,311 927.96 40,258 38,648 927.44 40,258 17,714 927.97 40,258 39,050 927.45 40,258 18,116 927.98 40,258 39,453 927.46 40,258 18,519 927.99 40,258 39,855 927.47 40,258 18,921 928.00 40,258 40,258 927.48 40,258 19,324 927.49 40,258 19,726 927.50 40,258 20,129 927.51 40,258 20,532 927.52 40,258 20,934 EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 21 Summary for Link 1 L: North Inflow Area = 3.116 ac, 52.44% Impervious, Inflow Depth = 1.14" for 2 YEAR event Inflow = 3.10 cfs @ 12.08 hrs, Volume= 0.296 of Primary = 3.10 cfs @ 12.08 hrs, Volume= 0.296 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs EXISTING Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 22 Summary for Link 2L: East Inflow Area = 33.583 ac, 42.08% Impervious, Inflow Depth = 0.96" for 2 YEAR event Inflow = 14.31 cfs @ 12.47 hrs, Volume= 2.675 of Primary = 14.31 cfs @ 12.47 hrs, Volume= 2.675 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Paqe 23 Summary for Subcatchment E1: Runoff = 40.23 cfs @ 12.24 hrs, Volume= 3.891 af, Depth= 2.06" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 12.212 61 >75% Grass cover, Good, HSG B 10.411 98 Unconnected pavement, HSG B 22.623 78 Weighted Average 12.212 53.98% Pervious Area 10.411 46.02% Impervious Area 10.411 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 24 Summary for Subcatchment E2: Runoff = 5.24 cfs @ 12.18 hrs, Volume= 0.437 af, Depth= 2.14" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 1.216 98 Paved parking, HSG B 1.232 61 >75% Grass cover, Good, HSG B 2.448 79 Weighted Average 1.232 50.33% Pervious Area 1.216 49.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 25 Summary for Subcatchment E3: Runoff = 2.71 cfs @ 12.01 hrs, Volume= 0.143 af, Depth= 2.57" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.250 61 >75% Grass cover, Good, HSG B 0.418 98 Paved parkinq, HSG B 0.668 84 Weighted Average 0.250 37.43% Pervious Area 0.418 62.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.0 89 0.0225 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 26 Summary for Subcatchment E4: Runoff = 0.72 cfs @ 12.18 hrs, Volume= 0.063 af, Depth= 1.22" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.531 61 >75% Grass cover, Good, HSG B 0.085 98 Paved parkinq, HSG B 0.616 66 Weighted Average 0.531 86.20% Pervious Area 0.085 13.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.6 257 0.0190 0.19 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 27 Summary for Subcatchment E5: Runoff = 4.99 cfs @ 12.23 hrs, Volume= 0.481 af, Depth= 2.93" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.541 61 >75% Grass cover, Good, HSG B 1.426 98 Paved parkinq, HSG B 1.967 88 Weighted Average 0.541 27.50% Pervious Area 1.426 72.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 28 Summary for Subcatchment E6: Runoff = 4.34 cfs @ 12.18 hrs, Volume= 0.362 af, Depth= 2.22" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.941 61 >75% Grass cover, Good, HSG B 1.012 98 Paved parkinq, HSG B 1.953 80 Weighted Average 0.941 48.18% Pervious Area 1.012 51.82% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 29 Summary for Subcatchment E7: Runoff = 9.16 cfs @ 12.02 hrs, Volume= 0.496 af, Depth= 1.76" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 2.184 61 >75% Grass cover, Good, HSG B 1.199 98 Unconnected pavement, HSG B 3.383 74 Weighted Average 2.184 64.56% Pervious Area 1.199 35.44% Impervious Area 1.199 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 77 0.0130 0.13 Sheet Flow, Grass: Short n=0.150 P2=2.84" EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 30 Summary for Subcatchment E8: Area From City Runoff = 3.89 cfs @ 12.26 hrs, Volume= 0.392 af, Depth= 1.55" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 3.041 71 3.041 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 31 Summary for Pond 1 P: SOUTH POND Inflow Area = 31.000 ac, 40.72% Impervious, Inflow Depth = 1.92" for 10 YEAR event Inflow = 51.46 cfs @ 12.23 hrs, Volume= 4.956 of Outflow = 28.60 cfs @ 12.51 hrs, Volume= 4.957 af, Atten= 44%, Lag= 16.8 min Primary = 28.60 cfs @ 12.51 hrs, Volume= 4.957 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Tertiary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 917.87' @ 12.51 hrs Surf.Area= 1.018 ac Storage= 1.247 of Plug -Flow detention time= 32.2 min calculated for 4.956 of (100% of inflow) Center -of -Mass det. time= 32.7 min ( 881.2 - 848.5 ) Volume Invert Avail.Storage Storaqe Description #1 916.00' 47.148 of Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 916.00 0.000 0.000 0.000 917.00 0.864 0.432 0.432 918.00 1.042 0.953 1.385 919.00 1.221 1.131 2.516 920.00 1.389 1.305 3.821 921.00 1.532 1.460 5.282 922.00 1.742 1.637 6.919 923.00 2.151 1.947 8.866 924.00 2.538 2.344 11.210 925.00 3.114 2.826 14.036 926.00 4.204 3.659 17.695 927.00 10.146 7.175 24.870 928.00 11.470 10.808 35.678 929.00 11.470 11.470 47.148 Device Routinq Invert Outlet Devices #1 Primary 916.00' 60.0" Round Culvert L= 50.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 916.00'/ 915.35' S=0.0130'/' Cc= 0.900 n= 0.012, Flow Area= 19.63 sf #2 Device 1 916.00' 10.0' long Broad -Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 2.00 2.50 3.00 4.00 5.00 Coef. (English) 2.64 2.68 2.65 2.64 2.64 2.64 2.64 2.64 #3 Secondary 921.20' 36.0" Round Culvert L= 49.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 921.20'/ 920.80' S=0.0082'/' Cc= 0.900 n= 0.013, Flow Area= 7.07 sf #4 Tertiary 928.50' 38.0' long x 15.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63 EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 32 Primary OutFlow Max=28.59 cfs @ 12.51 hrs HW=917.87' TW=0.00' (Dynamic Tailwater) 't--1 =Culvert (Barrel Controls 28.59 cfs @ 6.36 fps) L2=Broad-Crested Rectangular Weir (Passes 28.59 cfs of 67.38 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L3=Culvert ( Controls 0.00 cfs) Tertiary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L4= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 33 Stage -Area -Storage for Pond 1 P: SOUTH POND Elevation Surface Storage Elevation Surface Storage (feet) (acres) (acre-feet) (feet) (acres) (acre-feet) 916.00 0.000 0.000 923.95 2.519 11.084 916.15 0.130 0.010 924.10 2.596 11.467 916.30 0.259 0.039 924.25 2.682 11.863 916.45 0.389 0.087 924.40 2.768 12.271 916.60 0.518 0.156 924.55 2.855 12.693 916.75 0.648 0.243 924.70 2.941 13.128 916.90 0.778 0.350 924.85 3.028 13.575 917.05 0.873 0.475 925.00 3.114 14.036 917.20 0.900 0.608 925.15 3.277 14.515 917.35 0.926 0.745 925.30 3.441 15.019 917.50 0.953 0.886 925.45 3.605 15.548 917.65 0.980 1.031 925.60 3.768 16.101 917.80 1.006 1.180 925.75 3.931 16.678 917.95 1.033 1.333 925.90 4.095 17.280 918.10 1.060 1.490 926.05 4.501 17.913 918.25 1.087 1.651 926.20 5.392 18.655 918.40 1.114 1.816 926.35 6.284 19.530 918.55 1.140 1.985 926.50 7.175 20.540 918.70 1.167 2.158 926.65 8.066 21.683 918.85 1.194 2.335 926.80 8.958 22.960 919.00 1.221 2.516 926.95 9.849 24.370 919.15 1.246 2.702 927.10 10.278 25.891 919.30 1.271 2.890 927.25 10.477 27.448 919.45 1.297 3.083 927.40 10.676 29.034 919.60 1.322 3.279 927.55 10.874 30.651 919.75 1.347 3.479 927.70 11.073 32.297 919.90 1.372 3.683 927.85 11.271 33.972 920.05 1.396 3.891 928.00 11.470 35.678 920.20 1.418 4.102 928.15 11.470 37.398 920.35 1.439 4.316 928.30 11.470 39.119 920.50 1.460 4.534 928.45 11.470 40.840 920.65 1.482 4.755 928.60 11.470 42.560 920.80 1.503 4.978 928.75 11.470 44.280 920.95 1.525 5.206 928.90 11.470 46.001 921.10 1.553 5.436 921.25 1.585 5.672 921.40 1.616 5.912 921.55 1.647 6.156 921.70 1.679 6.406 921.85 1.711 6.660 922.00 1.742 6.919 922.15 1.803 7.185 922.30 1.865 7.460 922.45 1.926 7.744 922.60 1.987 8.038 922.75 2.049 8.341 922.90 2.110 8.652 923.05 2.170 8.974 923.20 2.228 9.303 923.35 2.286 9.642 923.50 2.344 9.989 923.65 2.403 10.345 923.80 2.461 10.710 EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 34 Summary for Pond 2P: CB Inflow Area = 0.668 ac, 62.57% Impervious, Inflow Depth = 2.57" for 10 YEAR event Inflow = 2.71 cfs @ 12.01 hrs, Volume= 0.143 of Outflow = 2.71 cfs @ 12.01 hrs, Volume= 0.143 af, Atten= 0%, Lag= 0.0 min Primary = 2.71 cfs @ 12.01 hrs, Volume= 0.143 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 935.00' @ 0.10 hrs Surf.Area= 456 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 817.1 - 817.1 ) Volume Invert Avail.Storage Storaqe Description #1 935.00' 456 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 935.00 936.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 456 0 0 456 456 456 #2 Secondary Invert Outlet Devices 929.10' 12.0" Round RCP -Round 12" L= 108.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 929.10'/ 925.90' S=0.0296'/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf 935.50' 20.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Primary OutFlow Max=0.00 cfs @ 12.01 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 12" (Passes 0.00 cfs of 8.11 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 35 Stage -Area -Storage for Pond 2P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 935.00 456 0 935.53 456 242 935.01 456 5 935.54 456 246 935.02 456 9 935.55 456 251 935.03 456 14 935.56 456 255 935.04 456 18 935.57 456 260 935.05 456 23 935.58 456 264 935.06 456 27 935.59 456 269 935.07 456 32 935.60 456 274 935.08 456 36 935.61 456 278 935.09 456 41 935.62 456 283 935.10 456 46 935.63 456 287 935.11 456 50 935.64 456 292 935.12 456 55 935.65 456 296 935.13 456 59 935.66 456 301 935.14 456 64 935.67 456 306 935.15 456 68 935.68 456 310 935.16 456 73 935.69 456 315 935.17 456 78 935.70 456 319 935.18 456 82 935.71 456 324 935.19 456 87 935.72 456 328 935.20 456 91 935.73 456 333 935.21 456 96 935.74 456 337 935.22 456 100 935.75 456 342 935.23 456 105 935.76 456 347 935.24 456 109 935.77 456 351 935.25 456 114 935.78 456 356 935.26 456 119 935.79 456 360 935.27 456 123 935.80 456 365 935.28 456 128 935.81 456 369 935.29 456 132 935.82 456 374 935.30 456 137 935.83 456 378 935.31 456 141 935.84 456 383 935.32 456 146 935.85 456 388 935.33 456 150 935.86 456 392 935.34 456 155 935.87 456 397 935.35 456 160 935.88 456 401 935.36 456 164 935.89 456 406 935.37 456 169 935.90 456 410 935.38 456 173 935.91 456 415 935.39 456 178 935.92 456 420 935.40 456 182 935.93 456 424 935.41 456 187 935.94 456 429 935.42 456 192 935.95 456 433 935.43 456 196 935.96 456 438 935.44 456 201 935.97 456 442 935.45 456 205 935.98 456 447 935.46 456 210 935.99 456 451 935.47 456 214 936.00 456 456 935.48 456 219 935.49 456 223 935.50 456 228 935.51 456 233 935.52 456 237 EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 36 Summary for Pond 3P: CB Inflow Area = 0.616 ac, 13.80% Impervious, Inflow Depth = 1.22" for 10 YEAR event Inflow = 0.72 cfs @ 12.18 hrs, Volume= 0.063 of Outflow = 0.72 cfs @ 12.18 hrs, Volume= 0.063 af, Atten= 0%, Lag= 0.0 min Primary = 0.72 cfs @ 12.18 hrs, Volume= 0.063 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 934.00' @ 0.10 hrs Surf.Area= 4,519 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 881.2 - 881.2 ) Volume Invert Avail.Storage Storaqe Description #1 934.00' 4,519 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 934.00 935.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 4,519 0 0 4,519 4,519 4,519 #2 Secondary Invert Outlet Devices 928.40' 15.0" Round RCP -Round 15" L= 12.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 928.40'/ 928.20' S=0.0167'/' Cc= 0.900 n= 0.013, Flow Area= 1.23 sf 934.40' 16.0' long x 8.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=0.00 cfs @ 12.18 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 15" (Passes 0.00 cfs of 13.18 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 37 Stage -Area -Storage for Pond 3P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 934.00 4,519 0 934.53 4,519 2,395 934.01 4,519 45 934.54 4,519 2,440 934.02 4,519 90 934.55 4,519 2,485 934.03 4,519 136 934.56 4,519 2,531 934.04 4,519 181 934.57 4,519 2,576 934.05 4,519 226 934.58 4,519 2,621 934.06 4,519 271 934.59 4,519 2,666 934.07 4,519 316 934.60 4,519 2,711 934.08 4,519 362 934.61 4,519 2,757 934.09 4,519 407 934.62 4,519 2,802 934.10 4,519 452 934.63 4,519 2,847 934.11 4,519 497 934.64 4,519 2,892 934.12 4,519 542 934.65 4,519 2,937 934.13 4,519 587 934.66 4,519 2,983 934.14 4,519 633 934.67 4,519 3,028 934.15 4,519 678 934.68 4,519 3,073 934.16 4,519 723 934.69 4,519 3,118 934.17 4,519 768 934.70 4,519 3,163 934.18 4,519 813 934.71 4,519 3,208 934.19 4,519 859 934.72 4,519 3,254 934.20 4,519 904 934.73 4,519 3,299 934.21 4,519 949 934.74 4,519 3,344 934.22 4,519 994 934.75 4,519 3,389 934.23 4,519 1,039 934.76 4,519 3,434 934.24 4,519 1,085 934.77 4,519 3,480 934.25 4,519 1,130 934.78 4,519 3,525 934.26 4,519 1,175 934.79 4,519 3,570 934.27 4,519 1,220 934.80 4,519 3,615 934.28 4,519 1,265 934.81 4,519 3,660 934.29 4,519 1,311 934.82 4,519 3,706 934.30 4,519 1,356 934.83 4,519 3,751 934.31 4,519 1,401 934.84 4,519 3,796 934.32 4,519 1,446 934.85 4,519 3,841 934.33 4,519 1,491 934.86 4,519 3,886 934.34 4,519 1,536 934.87 4,519 3,932 934.35 4,519 1,582 934.88 4,519 3,977 934.36 4,519 1,627 934.89 4,519 4,022 934.37 4,519 1,672 934.90 4,519 4,067 934.38 4,519 1,717 934.91 4,519 4,112 934.39 4,519 1,762 934.92 4,519 4,157 934.40 4,519 1,808 934.93 4,519 4,203 934.41 4,519 1,853 934.94 4,519 4,248 934.42 4,519 1,898 934.95 4,519 4,293 934.43 4,519 1,943 934.96 4,519 4,338 934.44 4,519 1,988 934.97 4,519 4,383 934.45 4,519 2,034 934.98 4,519 4,429 934.46 4,519 2,079 934.99 4,519 4,474 934.47 4,519 2,124 935.00 4,519 4,519 934.48 4,519 2,169 934.49 4,519 2,214 934.50 4,519 2,260 934.51 4,519 2,305 934.52 4,519 2,350 EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 38 Summary for Pond 6P: LOW SPOT Inflow Area = 1.953 ac, 51.82% Impervious, Inflow Depth = 2.22" for 10 YEAR event Inflow = 4.34 cfs @ 12.18 hrs, Volume= 0.362 of Outflow = 4.07 cfs @ 12.24 hrs, Volume= 0.362 af, Atten= 6%, Lag= 3.6 min Discarded = 0.01 cfs @ 12.14 hrs, Volume= 0.001 of Primary = 4.06 cfs @ 12.24 hrs, Volume= 0.361 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 925.04' @ 12.24 hrs Surf.Area= 2,740 sf Storage= 113 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.1 min ( 842.9 - 842.8 ) Volume Invert Avail.Storage Storaqe Description #1 925.00' 2,740 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 925.00 2,740 0 0 926.00 2,740 2,740 2,740 Device Routinq Invert Outlet Devices #1 Discarded 925.00' 0.200 in/hr Infiltration over Surface area #2 Primary 923.80' 15.0" Round RCP -Round 15" L= 16.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 923.60'/ 923.80' S= -0.0125T Cc= 0.900 n= 0.013, Flow Area= 1.23 sf #3 Secondary 925.50' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.01 cfs @ 12.14 hrs HW=925.01' (Free Discharge) L1=Infiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=4.06 cfs @ 12.24 hrs HW=925.04' TW=917.50' (Dynamic Tailwater) L2=RCP_Round 15" (Barrel Controls 4.06 cfs @ 3.60 fps) te3 Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=925.00' TW=916.00' (Dynamic Tailwater) =Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 39 Stage -Area -Storage for Pond 6P: LOW SPOT Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 925.00 2,740 0 925.53 2,740 1,452 925.01 2,740 27 925.54 2,740 1,480 925.02 2,740 55 925.55 2,740 1,507 925.03 2,740 82 925.56 2,740 1,534 925.04 2,740 110 925.57 2,740 1,562 925.05 2,740 137 925.58 2,740 1,589 925.06 2,740 164 925.59 2,740 1,617 925.07 2,740 192 925.60 2,740 1,644 925.08 2,740 219 925.61 2,740 1,671 925.09 2,740 247 925.62 2,740 1,699 925.10 2,740 274 925.63 2,740 1,726 925.11 2,740 301 925.64 2,740 1,754 925.12 2,740 329 925.65 2,740 1,781 925.13 2,740 356 925.66 2,740 1,808 925.14 2,740 384 925.67 2,740 1,836 925.15 2,740 411 925.68 2,740 1,863 925.16 2,740 438 925.69 2,740 1,891 925.17 2,740 466 925.70 2,740 1,918 925.18 2,740 493 925.71 2,740 1,945 925.19 2,740 521 925.72 2,740 1,973 925.20 2,740 548 925.73 2,740 2,000 925.21 2,740 575 925.74 2,740 2,028 925.22 2,740 603 925.75 2,740 2,055 925.23 2,740 630 925.76 2,740 2,082 925.24 2,740 658 925.77 2,740 2,110 925.25 2,740 685 925.78 2,740 2,137 925.26 2,740 712 925.79 2,740 2,165 925.27 2,740 740 925.80 2,740 2,192 925.28 2,740 767 925.81 2,740 2,219 925.29 2,740 795 925.82 2,740 2,247 925.30 2,740 822 925.83 2,740 2,274 925.31 2,740 849 925.84 2,740 2,302 925.32 2,740 877 925.85 2,740 2,329 925.33 2,740 904 925.86 2,740 2,356 925.34 2,740 932 925.87 2,740 2,384 925.35 2,740 959 925.88 2,740 2,411 925.36 2,740 986 925.89 2,740 2,439 925.37 2,740 1,014 925.90 2,740 2,466 925.38 2,740 1,041 925.91 2,740 2,493 925.39 2,740 1,069 925.92 2,740 2,521 925.40 2,740 1,096 925.93 2,740 2,548 925.41 2,740 1,123 925.94 2,740 2,576 925.42 2,740 1,151 925.95 2,740 2,603 925.43 2,740 1,178 925.96 2,740 2,630 925.44 2,740 1,206 925.97 2,740 2,658 925.45 2,740 1,233 925.98 2,740 2,685 925.46 2,740 1,260 925.99 2,740 2,713 925.47 2,740 1,288 926.00 2,740 2,740 925.48 2,740 1,315 925.49 2,740 1,343 925.50 2,740 1,370 925.51 2,740 1,397 925.52 2,740 1,425 EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 40 Summary for Pond 7P: TRACK Inflow Area = 3.383 ac, 35.44% Impervious, Inflow Depth = 1.76" for 10 YEAR event Inflow = 9.16 cfs @ 12.02 hrs, Volume= 0.496 of Outflow = 8.38 cfs @ 12.06 hrs, Volume= 0.496 af, Atten= 8%, Lag= 2.3 min Discarded = 0.19 cfs @ 11.68 hrs, Volume= 0.184 of Primary = 8.19 cfs @ 12.06 hrs, Volume= 0.312 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 927.05' @ 12.06 hrs Surf.Area= 40,258 sf Storage= 1,903 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 4.4 min ( 850.9 - 846.5 ) Volume Invert Avail.Storage Storaqe Description #1 927.00' 40,258 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 927.00 40,258 0 0 928.00 40,258 40,258 40,258 Device Routinq Invert Outlet Devices #1 Primary 927.00' 320.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #2 Discarded 927.00' 0.200 in/hr Infiltration over Surface area Discarded OutFlow Max=0.19 cfs @ 11.68 hrs HW=927.00' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.19 cfs) Primary OutFlow Max=8.19 cfs @ 12.06 hrs HW=927.05' TW=916.97' (Dynamic Tailwater) L1=113road-Crested Rectangular Weir (Weir Controls 8.19 cfs @ 0.54 fps) EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 41 Stage -Area -Storage for Pond 7P: TRACK Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 927.00 40,258 0 927.53 40,258 21,337 927.01 40,258 403 927.54 40,258 21,739 927.02 40,258 805 927.55 40,258 22,142 927.03 40,258 1,208 927.56 40,258 22,544 927.04 40,258 1,610 927.57 40,258 22,947 927.05 40,258 2,013 927.58 40,258 23,350 927.06 40,258 2,415 927.59 40,258 23,752 927.07 40,258 2,818 927.60 40,258 24,155 927.08 40,258 3,221 927.61 40,258 24,557 927.09 40,258 3,623 927.62 40,258 24,960 927.10 40,258 4,026 927.63 40,258 25,363 927.11 40,258 4,428 927.64 40,258 25,765 927.12 40,258 4,831 927.65 40,258 26,168 927.13 40,258 5,234 927.66 40,258 26,570 927.14 40,258 5,636 927.67 40,258 26,973 927.15 40,258 6,039 927.68 40,258 27,375 927.16 40,258 6,441 927.69 40,258 27,778 927.17 40,258 6,844 927.70 40,258 28,181 927.18 40,258 7,246 927.71 40,258 28,583 927.19 40,258 7,649 927.72 40,258 28,986 927.20 40,258 8,052 927.73 40,258 29,388 927.21 40,258 8,454 927.74 40,258 29,791 927.22 40,258 8,857 927.75 40,258 30,194 927.23 40,258 9,259 927.76 40,258 30,596 927.24 40,258 9,662 927.77 40,258 30,999 927.25 40,258 10,065 927.78 40,258 31,401 927.26 40,258 10,467 927.79 40,258 31,804 927.27 40,258 10,870 927.80 40,258 32,206 927.28 40,258 11,272 927.81 40,258 32,609 927.29 40,258 11,675 927.82 40,258 33,012 927.30 40,258 12,077 927.83 40,258 33,414 927.31 40,258 12,480 927.84 40,258 33,817 927.32 40,258 12,883 927.85 40,258 34,219 927.33 40,258 13,285 927.86 40,258 34,622 927.34 40,258 13,688 927.87 40,258 35,024 927.35 40,258 14,090 927.88 40,258 35,427 927.36 40,258 14,493 927.89 40,258 35,830 927.37 40,258 14,895 927.90 40,258 36,232 927.38 40,258 15,298 927.91 40,258 36,635 927.39 40,258 15,701 927.92 40,258 37,037 927.40 40,258 16,103 927.93 40,258 37,440 927.41 40,258 16,506 927.94 40,258 37,843 927.42 40,258 16,908 927.95 40,258 38,245 927.43 40,258 17,311 927.96 40,258 38,648 927.44 40,258 17,714 927.97 40,258 39,050 927.45 40,258 18,116 927.98 40,258 39,453 927.46 40,258 18,519 927.99 40,258 39,855 927.47 40,258 18,921 928.00 40,258 40,258 927.48 40,258 19,324 927.49 40,258 19,726 927.50 40,258 20,129 927.51 40,258 20,532 927.52 40,258 20,934 EXISTING Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 42 Summary for Link 1 L: North Inflow Area = 3.116 ac, 52.44% Impervious, Inflow Depth = 2.23" for 10 YEAR event Inflow = 6.30 cfs @ 12.08 hrs, Volume= 0.580 of Primary = 6.30 cfs @ 12.08 hrs, Volume= 0.580 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs EXISTING Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 43 Summary for Link 2L: East Inflow Area = 33.583 ac, 42.08% Impervious, Inflow Depth = 1.97" for 10 YEAR event Inflow = 31.90 cfs @ 12.46 hrs, Volume= 5.501 of Primary = 31.90 cfs @ 12.46 hrs, Volume= 5.501 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 44 Summary for Subcatchment E1: Runoff = 85.70 cfs @ 12.23 hrs, Volume= 8.214 af, Depth= 4.36" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 12.212 61 >75% Grass cover, Good, HSG B 10.411 98 Unconnected pavement, HSG B 22.623 78 Weighted Average 12.212 53.98% Pervious Area 10.411 46.02% Impervious Area 10.411 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 45 Summary for Subcatchment E2: Runoff = 10.90 cfs @ 12.17 hrs, Volume= 0.911 af, Depth= 4.47" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 1.216 98 Paved parking, HSG B 1.232 61 >75% Grass cover, Good, HSG B 2.448 79 Weighted Average 1.232 50.33% Pervious Area 1.216 49.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 46 Summary for Subcatchment E3: Runoff = 5.13 cfs @ 12.00 hrs, Volume= 0.279 af, Depth= 5.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 0.250 61 >75% Grass cover, Good, HSG B 0.418 98 Paved parkinq, HSG B 0.668 84 Weighted Average 0.250 37.43% Pervious Area 0.418 62.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.0 89 0.0225 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 47 Summary for Subcatchment E4: Runoff = 1.96 cfs @ 12.16 hrs, Volume= 0.159 af, Depth= 3.10" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 0.531 61 >75% Grass cover, Good, HSG B 0.085 98 Paved parkinq, HSG B 0.616 66 Weighted Average 0.531 86.20% Pervious Area 0.085 13.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.6 257 0.0190 0.19 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 48 Summary for Subcatchment E5: Runoff = 9.09 cfs @ 12.23 hrs, Volume= 0.896 af, Depth= 5.47" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 0.541 61 >75% Grass cover, Good, HSG B 1.426 98 Paved parkinq, HSG B 1.967 88 Weighted Average 0.541 27.50% Pervious Area 1.426 72.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 49 Summary for Subcatchment E6: Runoff = 8.90 cfs @ 12.16 hrs, Volume= 0.745 af, Depth= 4.57" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 0.941 61 >75% Grass cover, Good, HSG B 1.012 98 Paved parkinq, HSG B 1.953 80 Weighted Average 0.941 48.18% Pervious Area 1.012 51.82% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 50 Summary for Subcatchment E7: Runoff = 20.38 cfs @ 12.02 hrs, Volume= 1.108 af, Depth= 3.93" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 2.184 61 >75% Grass cover, Good, HSG B 1.199 98 Unconnected pavement, HSG B 3.383 74 Weighted Average 2.184 64.56% Pervious Area 1.199 35.44% Impervious Area 1.199 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 77 0.0130 0.13 Sheet Flow, Grass: Short n=0.150 P2=2.84" EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 51 Summary for Subcatchment E8: Area From City Runoff = 9.52 cfs @ 12.24 hrs, Volume= 0.916 af, Depth= 3.61" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 3.041 71 3.041 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 52 Summary for Pond 1 P: SOUTH POND Inflow Area = 31.000 ac, 40.72% Impervious, Inflow Depth = 4.16" for 100 YEAR event Inflow = 109.99 cfs @ 12.23 hrs, Volume= 10.744 of Outflow = 66.12 cfs @ 12.48 hrs, Volume= 10.745 af, Atten= 40%, Lag= 15.2 min Primary = 66.12 cfs @ 12.48 hrs, Volume= 10.745 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Tertiary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 919.09' @ 12.48 hrs Surf.Area= 1.237 ac Storage= 2.631 of Plug -Flow detention time= 31.1 min calculated for 10.744 of (100% of inflow) Center -of -Mass det. time= 31.3 min ( 860.8 - 829.5 ) Volume Invert Avail.Storage Storaqe Description #1 916.00' 47.148 of Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 916.00 0.000 0.000 0.000 917.00 0.864 0.432 0.432 918.00 1.042 0.953 1.385 919.00 1.221 1.131 2.516 920.00 1.389 1.305 3.821 921.00 1.532 1.460 5.282 922.00 1.742 1.637 6.919 923.00 2.151 1.947 8.866 924.00 2.538 2.344 11.210 925.00 3.114 2.826 14.036 926.00 4.204 3.659 17.695 927.00 10.146 7.175 24.870 928.00 11.470 10.808 35.678 929.00 11.470 11.470 47.148 Device Routinq Invert Outlet Devices #1 Primary 916.00' 60.0" Round Culvert L= 50.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 916.00'/ 915.35' S=0.0130'/' Cc= 0.900 n= 0.012, Flow Area= 19.63 sf #2 Device 1 916.00' 10.0' long Broad -Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 2.00 2.50 3.00 4.00 5.00 Coef. (English) 2.64 2.68 2.65 2.64 2.64 2.64 2.64 2.64 #3 Secondary 921.20' 36.0" Round Culvert L= 49.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 921.20'/ 920.80' S=0.0082'/' Cc= 0.900 n= 0.013, Flow Area= 7.07 sf #4 Tertiary 928.50' 38.0' long x 15.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63 EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 53 Primary OutFlow Max=66.12 cfs @ 12.48 hrs HW=919.09' TW=0.00' (Dynamic Tailwater) L1=Culvert (Barrel Controls 66.12 cfs @ 7.41 fps) L2=Broad-Crested Rectangular Weir (Passes 66.12 cfs of 143.61 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L3=Culvert ( Controls 0.00 cfs) Tertiary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L4= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 54 Stage -Area -Storage for Pond 1 P: SOUTH POND Elevation Surface Storage Elevation Surface Storage (feet) (acres) (acre-feet) (feet) (acres) (acre-feet) 916.00 0.000 0.000 923.95 2.519 11.084 916.15 0.130 0.010 924.10 2.596 11.467 916.30 0.259 0.039 924.25 2.682 11.863 916.45 0.389 0.087 924.40 2.768 12.271 916.60 0.518 0.156 924.55 2.855 12.693 916.75 0.648 0.243 924.70 2.941 13.128 916.90 0.778 0.350 924.85 3.028 13.575 917.05 0.873 0.475 925.00 3.114 14.036 917.20 0.900 0.608 925.15 3.277 14.515 917.35 0.926 0.745 925.30 3.441 15.019 917.50 0.953 0.886 925.45 3.605 15.548 917.65 0.980 1.031 925.60 3.768 16.101 917.80 1.006 1.180 925.75 3.931 16.678 917.95 1.033 1.333 925.90 4.095 17.280 918.10 1.060 1.490 926.05 4.501 17.913 918.25 1.087 1.651 926.20 5.392 18.655 918.40 1.114 1.816 926.35 6.284 19.530 918.55 1.140 1.985 926.50 7.175 20.540 918.70 1.167 2.158 926.65 8.066 21.683 918.85 1.194 2.335 926.80 8.958 22.960 919.00 1.221 2.516 926.95 9.849 24.370 919.15 1.246 2.702 927.10 10.278 25.891 919.30 1.271 2.890 927.25 10.477 27.448 919.45 1.297 3.083 927.40 10.676 29.034 919.60 1.322 3.279 927.55 10.874 30.651 919.75 1.347 3.479 927.70 11.073 32.297 919.90 1.372 3.683 927.85 11.271 33.972 920.05 1.396 3.891 928.00 11.470 35.678 920.20 1.418 4.102 928.15 11.470 37.398 920.35 1.439 4.316 928.30 11.470 39.119 920.50 1.460 4.534 928.45 11.470 40.840 920.65 1.482 4.755 928.60 11.470 42.560 920.80 1.503 4.978 928.75 11.470 44.280 920.95 1.525 5.206 928.90 11.470 46.001 921.10 1.553 5.436 921.25 1.585 5.672 921.40 1.616 5.912 921.55 1.647 6.156 921.70 1.679 6.406 921.85 1.711 6.660 922.00 1.742 6.919 922.15 1.803 7.185 922.30 1.865 7.460 922.45 1.926 7.744 922.60 1.987 8.038 922.75 2.049 8.341 922.90 2.110 8.652 923.05 2.170 8.974 923.20 2.228 9.303 923.35 2.286 9.642 923.50 2.344 9.989 923.65 2.403 10.345 923.80 2.461 10.710 EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 55 Summary for Pond 2P: CB Inflow Area = 0.668 ac, 62.57% Impervious, Inflow Depth = 5.02" for 100 YEAR event Inflow = 5.13 cfs @ 12.00 hrs, Volume= 0.279 of Outflow = 5.13 cfs @ 12.00 hrs, Volume= 0.279 af, Atten= 0%, Lag= 0.0 min Primary = 5.13 cfs @ 12.00 hrs, Volume= 0.279 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 935.00' @ 12.00 hrs Surf.Area= 456 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 798.1 - 798.1 ) Volume Invert Avail.Storage Storaqe Description #1 935.00' 456 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 935.00 936.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 456 0 0 456 456 456 #2 Secondary Invert Outlet Devices 929.10' 12.0" Round RCP -Round 12" L= 108.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 929.10'/ 925.90' S=0.0296'/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf 935.50' 20.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Primary OutFlow Max=8.11 cfs @ 12.00 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 12" (Barrel Controls 8.11 cfs @ 10.33 fps) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 56 Stage -Area -Storage for Pond 2P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 935.00 456 0 935.53 456 242 935.01 456 5 935.54 456 246 935.02 456 9 935.55 456 251 935.03 456 14 935.56 456 255 935.04 456 18 935.57 456 260 935.05 456 23 935.58 456 264 935.06 456 27 935.59 456 269 935.07 456 32 935.60 456 274 935.08 456 36 935.61 456 278 935.09 456 41 935.62 456 283 935.10 456 46 935.63 456 287 935.11 456 50 935.64 456 292 935.12 456 55 935.65 456 296 935.13 456 59 935.66 456 301 935.14 456 64 935.67 456 306 935.15 456 68 935.68 456 310 935.16 456 73 935.69 456 315 935.17 456 78 935.70 456 319 935.18 456 82 935.71 456 324 935.19 456 87 935.72 456 328 935.20 456 91 935.73 456 333 935.21 456 96 935.74 456 337 935.22 456 100 935.75 456 342 935.23 456 105 935.76 456 347 935.24 456 109 935.77 456 351 935.25 456 114 935.78 456 356 935.26 456 119 935.79 456 360 935.27 456 123 935.80 456 365 935.28 456 128 935.81 456 369 935.29 456 132 935.82 456 374 935.30 456 137 935.83 456 378 935.31 456 141 935.84 456 383 935.32 456 146 935.85 456 388 935.33 456 150 935.86 456 392 935.34 456 155 935.87 456 397 935.35 456 160 935.88 456 401 935.36 456 164 935.89 456 406 935.37 456 169 935.90 456 410 935.38 456 173 935.91 456 415 935.39 456 178 935.92 456 420 935.40 456 182 935.93 456 424 935.41 456 187 935.94 456 429 935.42 456 192 935.95 456 433 935.43 456 196 935.96 456 438 935.44 456 201 935.97 456 442 935.45 456 205 935.98 456 447 935.46 456 210 935.99 456 451 935.47 456 214 936.00 456 456 935.48 456 219 935.49 456 223 935.50 456 228 935.51 456 233 935.52 456 237 EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 57 Summary for Pond 3P: CB Inflow Area = 0.616 ac, 13.80% Impervious, Inflow Depth = 3.10" for 100 YEAR event Inflow = 1.96 cfs @ 12.16 hrs, Volume= 0.159 of Outflow = 1.96 cfs @ 12.16 hrs, Volume= 0.159 af, Atten= 0%, Lag= 0.0 min Primary = 1.96 cfs @ 12.16 hrs, Volume= 0.159 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 934.00' @ 0.10 hrs Surf.Area= 4,519 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 852.8 - 852.8 ) Volume Invert Avail.Storage Storaqe Description #1 934.00' 4,519 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 934.00 935.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 4,519 0 0 4,519 4,519 4,519 #2 Secondary Invert Outlet Devices 928.40' 15.0" Round RCP -Round 15" L= 12.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 928.40'/ 928.20' S=0.0167'/' Cc= 0.900 n= 0.013, Flow Area= 1.23 sf 934.40' 16.0' long x 8.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=0.00 cfs @ 12.16 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 15" (Passes 0.00 cfs of 13.18 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 58 Stage -Area -Storage for Pond 3P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 934.00 4,519 0 934.53 4,519 2,395 934.01 4,519 45 934.54 4,519 2,440 934.02 4,519 90 934.55 4,519 2,485 934.03 4,519 136 934.56 4,519 2,531 934.04 4,519 181 934.57 4,519 2,576 934.05 4,519 226 934.58 4,519 2,621 934.06 4,519 271 934.59 4,519 2,666 934.07 4,519 316 934.60 4,519 2,711 934.08 4,519 362 934.61 4,519 2,757 934.09 4,519 407 934.62 4,519 2,802 934.10 4,519 452 934.63 4,519 2,847 934.11 4,519 497 934.64 4,519 2,892 934.12 4,519 542 934.65 4,519 2,937 934.13 4,519 587 934.66 4,519 2,983 934.14 4,519 633 934.67 4,519 3,028 934.15 4,519 678 934.68 4,519 3,073 934.16 4,519 723 934.69 4,519 3,118 934.17 4,519 768 934.70 4,519 3,163 934.18 4,519 813 934.71 4,519 3,208 934.19 4,519 859 934.72 4,519 3,254 934.20 4,519 904 934.73 4,519 3,299 934.21 4,519 949 934.74 4,519 3,344 934.22 4,519 994 934.75 4,519 3,389 934.23 4,519 1,039 934.76 4,519 3,434 934.24 4,519 1,085 934.77 4,519 3,480 934.25 4,519 1,130 934.78 4,519 3,525 934.26 4,519 1,175 934.79 4,519 3,570 934.27 4,519 1,220 934.80 4,519 3,615 934.28 4,519 1,265 934.81 4,519 3,660 934.29 4,519 1,311 934.82 4,519 3,706 934.30 4,519 1,356 934.83 4,519 3,751 934.31 4,519 1,401 934.84 4,519 3,796 934.32 4,519 1,446 934.85 4,519 3,841 934.33 4,519 1,491 934.86 4,519 3,886 934.34 4,519 1,536 934.87 4,519 3,932 934.35 4,519 1,582 934.88 4,519 3,977 934.36 4,519 1,627 934.89 4,519 4,022 934.37 4,519 1,672 934.90 4,519 4,067 934.38 4,519 1,717 934.91 4,519 4,112 934.39 4,519 1,762 934.92 4,519 4,157 934.40 4,519 1,808 934.93 4,519 4,203 934.41 4,519 1,853 934.94 4,519 4,248 934.42 4,519 1,898 934.95 4,519 4,293 934.43 4,519 1,943 934.96 4,519 4,338 934.44 4,519 1,988 934.97 4,519 4,383 934.45 4,519 2,034 934.98 4,519 4,429 934.46 4,519 2,079 934.99 4,519 4,474 934.47 4,519 2,124 935.00 4,519 4,519 934.48 4,519 2,169 934.49 4,519 2,214 934.50 4,519 2,260 934.51 4,519 2,305 934.52 4,519 2,350 EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 59 Summary for Pond 6P: LOW SPOT Inflow Area = 1.953 ac, 51.82% Impervious, Inflow Depth = 4.57" for 100 YEAR event Inflow = 8.90 cfs @ 12.16 hrs, Volume= 0.745 of Outflow = 8.16 cfs @ 12.24 hrs, Volume= 0.745 af, Atten= 8%, Lag= 4.6 min Discarded = 0.01 cfs @ 11.98 hrs, Volume= 0.002 of Primary = 6.59 cfs @ 12.24 hrs, Volume= 0.723 of Secondary = 1.56 cfs @ 12.24 hrs, Volume= 0.020 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 925.69' @ 12.24 hrs Surf.Area= 2,740 sf Storage= 1,886 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 1.4 min ( 823.7 - 822.2 ) Volume Invert Avail.Storage Storaqe Description #1 925.00' 2,740 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 925.00 2,740 0 0 926.00 2,740 2,740 2,740 Device Routinq Invert Outlet Devices #1 Discarded 925.00' 0.200 in/hr Infiltration over Surface area #2 Primary 923.80' 15.0" Round RCP -Round 15" L= 16.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 923.60'/ 923.80' S= -0.0125T Cc= 0.900 n= 0.013, Flow Area= 1.23 sf #3 Secondary 925.50' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.01 cfs @ 11.98 hrs HW=925.02' (Free Discharge) L1=Infiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=6.59 cfs @ 12.24 hrs HW=925.69' TW=918.59' (Dynamic Tailwater) L2=RCP_Round 15" (Barrel Controls 6.59 cfs @ 5.37 fps) te3 Secondary OutFlow Max=1.55 cfs @ 12.24 hrs HW=925.69' TW=918.59' (Dynamic Tailwater) =Broad -Crested Rectangular Weir (Weir Controls 1.55 cfs @ 1.03 fps) EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 60 Stage -Area -Storage for Pond 6P: LOW SPOT Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 925.00 2,740 0 925.53 2,740 1,452 925.01 2,740 27 925.54 2,740 1,480 925.02 2,740 55 925.55 2,740 1,507 925.03 2,740 82 925.56 2,740 1,534 925.04 2,740 110 925.57 2,740 1,562 925.05 2,740 137 925.58 2,740 1,589 925.06 2,740 164 925.59 2,740 1,617 925.07 2,740 192 925.60 2,740 1,644 925.08 2,740 219 925.61 2,740 1,671 925.09 2,740 247 925.62 2,740 1,699 925.10 2,740 274 925.63 2,740 1,726 925.11 2,740 301 925.64 2,740 1,754 925.12 2,740 329 925.65 2,740 1,781 925.13 2,740 356 925.66 2,740 1,808 925.14 2,740 384 925.67 2,740 1,836 925.15 2,740 411 925.68 2,740 1,863 925.16 2,740 438 925.69 2,740 1,891 925.17 2,740 466 925.70 2,740 1,918 925.18 2,740 493 925.71 2,740 1,945 925.19 2,740 521 925.72 2,740 1,973 925.20 2,740 548 925.73 2,740 2,000 925.21 2,740 575 925.74 2,740 2,028 925.22 2,740 603 925.75 2,740 2,055 925.23 2,740 630 925.76 2,740 2,082 925.24 2,740 658 925.77 2,740 2,110 925.25 2,740 685 925.78 2,740 2,137 925.26 2,740 712 925.79 2,740 2,165 925.27 2,740 740 925.80 2,740 2,192 925.28 2,740 767 925.81 2,740 2,219 925.29 2,740 795 925.82 2,740 2,247 925.30 2,740 822 925.83 2,740 2,274 925.31 2,740 849 925.84 2,740 2,302 925.32 2,740 877 925.85 2,740 2,329 925.33 2,740 904 925.86 2,740 2,356 925.34 2,740 932 925.87 2,740 2,384 925.35 2,740 959 925.88 2,740 2,411 925.36 2,740 986 925.89 2,740 2,439 925.37 2,740 1,014 925.90 2,740 2,466 925.38 2,740 1,041 925.91 2,740 2,493 925.39 2,740 1,069 925.92 2,740 2,521 925.40 2,740 1,096 925.93 2,740 2,548 925.41 2,740 1,123 925.94 2,740 2,576 925.42 2,740 1,151 925.95 2,740 2,603 925.43 2,740 1,178 925.96 2,740 2,630 925.44 2,740 1,206 925.97 2,740 2,658 925.45 2,740 1,233 925.98 2,740 2,685 925.46 2,740 1,260 925.99 2,740 2,713 925.47 2,740 1,288 926.00 2,740 2,740 925.48 2,740 1,315 925.49 2,740 1,343 925.50 2,740 1,370 925.51 2,740 1,397 925.52 2,740 1,425 EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 61 Summary for Pond 7P: TRACK Inflow Area = 3.383 ac, 35.44% Impervious, Inflow Depth = 3.93" for 100 YEAR event Inflow = 20.38 cfs @ 12.02 hrs, Volume= 1.108 of Outflow = 19.37 cfs @ 12.05 hrs, Volume= 1.108 af, Atten= 5%, Lag= 1.8 min Discarded = 0.19 cfs @ 10.80 hrs, Volume= 0.237 of Primary = 19.19 cfs @ 12.05 hrs, Volume= 0.871 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 927.08' @ 12.05 hrs Surf.Area= 40,258 sf Storage= 3,357 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 4.9 min ( 828.3 - 823.4 ) Volume Invert Avail.Storage Storaqe Description #1 927.00' 40,258 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 927.00 40,258 0 0 928.00 40,258 40,258 40,258 Device Routinq Invert Outlet Devices #1 Primary 927.00' 320.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #2 Discarded 927.00' 0.200 in/hr Infiltration over Surface area Discarded OutFlow Max=0.19 cfs @ 10.80 hrs HW=927.00' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.19 cfs) Primary OutFlow Max=19.16 cfs @ 12.05 hrs HW=927.08' TW=917.60' (Dynamic Tailwater) L1=113road-Crested Rectangular Weir (Weir Controls 19.16 cfs @ 0.72 fps) EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCADO 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 62 Stage -Area -Storage for Pond 7P: TRACK Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 927.00 40,258 0 927.53 40,258 21,337 927.01 40,258 403 927.54 40,258 21,739 927.02 40,258 805 927.55 40,258 22,142 927.03 40,258 1,208 927.56 40,258 22,544 927.04 40,258 1,610 927.57 40,258 22,947 927.05 40,258 2,013 927.58 40,258 23,350 927.06 40,258 2,415 927.59 40,258 23,752 927.07 40,258 2,818 927.60 40,258 24,155 927.08 40,258 3,221 927.61 40,258 24,557 927.09 40,258 3,623 927.62 40,258 24,960 927.10 40,258 4,026 927.63 40,258 25,363 927.11 40,258 4,428 927.64 40,258 25,765 927.12 40,258 4,831 927.65 40,258 26,168 927.13 40,258 5,234 927.66 40,258 26,570 927.14 40,258 5,636 927.67 40,258 26,973 927.15 40,258 6,039 927.68 40,258 27,375 927.16 40,258 6,441 927.69 40,258 27,778 927.17 40,258 6,844 927.70 40,258 28,181 927.18 40,258 7,246 927.71 40,258 28,583 927.19 40,258 7,649 927.72 40,258 28,986 927.20 40,258 8,052 927.73 40,258 29,388 927.21 40,258 8,454 927.74 40,258 29,791 927.22 40,258 8,857 927.75 40,258 30,194 927.23 40,258 9,259 927.76 40,258 30,596 927.24 40,258 9,662 927.77 40,258 30,999 927.25 40,258 10,065 927.78 40,258 31,401 927.26 40,258 10,467 927.79 40,258 31,804 927.27 40,258 10,870 927.80 40,258 32,206 927.28 40,258 11,272 927.81 40,258 32,609 927.29 40,258 11,675 927.82 40,258 33,012 927.30 40,258 12,077 927.83 40,258 33,414 927.31 40,258 12,480 927.84 40,258 33,817 927.32 40,258 12,883 927.85 40,258 34,219 927.33 40,258 13,285 927.86 40,258 34,622 927.34 40,258 13,688 927.87 40,258 35,024 927.35 40,258 14,090 927.88 40,258 35,427 927.36 40,258 14,493 927.89 40,258 35,830 927.37 40,258 14,895 927.90 40,258 36,232 927.38 40,258 15,298 927.91 40,258 36,635 927.39 40,258 15,701 927.92 40,258 37,037 927.40 40,258 16,103 927.93 40,258 37,440 927.41 40,258 16,506 927.94 40,258 37,843 927.42 40,258 16,908 927.95 40,258 38,245 927.43 40,258 17,311 927.96 40,258 38,648 927.44 40,258 17,714 927.97 40,258 39,050 927.45 40,258 18,116 927.98 40,258 39,453 927.46 40,258 18,519 927.99 40,258 39,855 927.47 40,258 18,921 928.00 40,258 40,258 927.48 40,258 19,324 927.49 40,258 19,726 927.50 40,258 20,129 927.51 40,258 20,532 927.52 40,258 20,934 EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 63 Summary for Link 1 L: North Inflow Area = 3.116 ac, 52.44% Impervious, Inflow Depth = 4.58" for 100 YEAR event Inflow = 12.98 cfs @ 12.08 hrs, Volume= 1.190 of Primary = 12.98 cfs @ 12.08 hrs, Volume= 1.190 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs EXISTING Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 64 Summary for Link 2L: East Inflow Area = 33.583 ac, 42.08% Impervious, Inflow Depth = 4.22" for 100 YEAR event Inflow = 72.72 cfs @ 12.44 hrs, Volume= 11.801 of Primary = 72.72 cfs @ 12.44 hrs, Volume= 11.801 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs ANDERSON - JOHNSON ' ASSOCIATES, Z. INC. 4.,,. L 4,,vDSC-IPE ARCHITECTURE • SITE PLAAXING • CIVIL ENGiATERING HydroCADG Calculations Proposed Conditions I nTr- 0 0 C4 0 (DI .0 .0 5" ow w \( �u Wo Z. C) 0 oz 0 < 41 OO ow zQz < .X o< 02cc Ir EX IL 2P 1L a CB �a \ North \ P3 P6B P6A A5P 6P INFILTRATION BASIIIMFILTRATION PARKING EAST A7P TRACK P8 A OINFILTRATION BASIN - WEST Area From City 1 P UTH POND SubCat Reach on Link Routing Diagram for PROPOSED Prepared by Hewlett-Packard Company, Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 2 Summary for Subcatchment P1: Runoff = 17.54 cfs @ 12.26 hrs, Volume= 1.756 af, Depth= 1.07" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 9.890 61 >75% Grass cover, Good, HSG B 9.753 98 Unconnected pavement, HSG B 19.643 79 Weighted Average 9.890 50.35% Pervious Area 9.753 49.65% Impervious Area 9.753 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment P2: Runoff = 2.31 cfs @ 12.19 hrs, Volume= 0.197 af, Depth= 1.13" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 1.050 98 Paved parking, HSG B 1.036 61 >75% Grass cover, Good, HSG B 2.086 80 Weighted Average 1.036 49.66% Pervious Area 1.050 50.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment P3: Runoff = 1.48 cfs @ 12.01 hrs, Volume= 0.077 af, Depth= 1.39" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.250 61 >75% Grass cover, Good, HSG B 0.418 98 Paved parkinq, HSG B 0.668 84 Weighted Average 0.250 37.43% Pervious Area 0.418 62.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.0 89 0.0225 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment P4: Runoff = 0.22 cfs @ 12.20 hrs, Volume= 0.024 af, Depth= 0.47" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.531 61 >75% Grass cover, Good, HSG B 0.085 98 Paved parkinq, HSG B 0.616 66 Weighted Average 0.531 86.20% Pervious Area 0.085 13.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.6 257 0.0190 0.19 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment P5: Runoff = 2.87 cfs @ 12.24 hrs, Volume= 0.275 af, Depth= 1.68" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.541 61 >75% Grass cover, Good, HSG B 1.426 98 Paved parkinq, HSG B 1.967 88 Weighted Average 0.541 27.50% Pervious Area 1.426 72.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment P6A: Runoff = 6.47 cfs @ 12.02 hrs, Volume= 0.350 af, Depth= 1.45" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 1.041 61 >75% Grass cover, Good, HSG B 1.846 98 Paved parkinq, HSG B 2.887 85 Weighted Average 1.041 36.06% Pervious Area 1.846 63.94% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment P6113: Runoff = 0.23 cfs @ 12.06 hrs, Volume= 0.021 af, Depth= 0.31" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.809 61 >75% Grass cover, Good, HSG B 0.000 98 Paved parking, HSG B 0.809 61 Weighted Average 0.809 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 9 Summary for Subcatchment P7: Runoff = 4.05 cfs @ 12.03 hrs, Volume= 0.228 af, Depth= 0.81" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 2.184 61 >75% Grass cover, Good, HSG B 1.199 98 Unconnected pavement, HSG B 3.383 74 Weighted Average 2.184 64.56% Pervious Area 1.199 35.44% Impervious Area 1.199 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 77 0.0130 0.13 Sheet Flow, Grass: Short n=0.150 P2=2.84" PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 10 Summary for Subcatchment P8: Runoff = 3.09 cfs @ 12.02 hrs, Volume= 0.167 af, Depth= 1.25" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 0.691 61 >75% Grass cover, Good, HSG B 0.907 98 Unconnected pavement, HSG B 1.598 82 Weighted Average 0.691 43.24% Pervious Area 0.907 56.76% Impervious Area 0.907 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 11 Summary for Subcatchment P9: Area From City Runoff = 1.49 cfs @ 12.29 hrs, Volume= 0.170 af, Depth= 0.67" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 YEAR Rainfall=2.84" Area (ac) CN Description 3.041 71 3.041 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 12 Summary for Pond 1 P: SOUTH POND Inflow Area = 31.361 ac, 43.70% Impervious, Inflow Depth = 0.81" for 2 YEAR event Inflow = 21.54 cfs @ 12.23 hrs, Volume= 2.112 of Outflow = 11.25 cfs @ 12.55 hrs, Volume= 2.113 af, Atten= 48%, Lag= 19.3 min Primary = 11.25 cfs @ 12.55 hrs, Volume= 2.113 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Tertiary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 917.09' @ 12.55 hrs Surf.Area= 0.880 ac Storage= 0.511 of Plug -Flow detention time= 32.2 min calculated for 2.112 of (100% of inflow) Center -of -Mass det. time= 33.4 min ( 900.0 - 866.6 ) Volume Invert Avail.Storage Storaqe Description #1 916.00' 47.148 of Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 916.00 0.000 0.000 0.000 917.00 0.864 0.432 0.432 918.00 1.042 0.953 1.385 919.00 1.221 1.131 2.516 920.00 1.389 1.305 3.821 921.00 1.532 1.460 5.282 922.00 1.742 1.637 6.919 923.00 2.151 1.947 8.866 924.00 2.538 2.344 11.210 925.00 3.114 2.826 14.036 926.00 4.204 3.659 17.695 927.00 10.146 7.175 24.870 928.00 11.470 10.808 35.678 929.00 11.470 11.470 47.148 Device Routinq Invert Outlet Devices #1 Primary 916.00' 60.0" Round Culvert L= 50.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 916.00'/ 915.35' S=0.0130'/' Cc= 0.900 n= 0.012, Flow Area= 19.63 sf #2 Device 1 916.00' 10.0' long Broad -Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 2.00 2.50 3.00 4.00 5.00 Coef. (English) 2.64 2.68 2.65 2.64 2.64 2.64 2.64 2.64 #3 Secondary 921.20' 36.0" Round Culvert L= 49.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 921.20'/ 920.80' S=0.0082'/' Cc= 0.900 n= 0.013, Flow Area= 7.07 sf #4 Tertiary 928.50' 38.0' long x 15.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63 PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 13 Primary OutFlow Max=11.25 cfs @ 12.55 hrs HW=917.09' TW=0.00' (Dynamic Tailwater) L1=Culvert (Inlet Controls 11.25 cfs @ 3.56 fps) L2=Broad-Crested Rectangular Weir (Passes 11.25 cfs of 30.47 cfs potential flow) e Scondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) 3=Culvert ( Controls 0.00 cfs) Tertiary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L4= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 14 Stage -Area -Storage for Pond 1 P: SOUTH POND Elevation Surface Storage Elevation Surface Storage (feet) (acres) (acre-feet) (feet) (acres) (acre-feet) 916.00 0.000 0.000 923.95 2.519 11.084 916.15 0.130 0.010 924.10 2.596 11.467 916.30 0.259 0.039 924.25 2.682 11.863 916.45 0.389 0.087 924.40 2.768 12.271 916.60 0.518 0.156 924.55 2.855 12.693 916.75 0.648 0.243 924.70 2.941 13.128 916.90 0.778 0.350 924.85 3.028 13.575 917.05 0.873 0.475 925.00 3.114 14.036 917.20 0.900 0.608 925.15 3.277 14.515 917.35 0.926 0.745 925.30 3.441 15.019 917.50 0.953 0.886 925.45 3.605 15.548 917.65 0.980 1.031 925.60 3.768 16.101 917.80 1.006 1.180 925.75 3.931 16.678 917.95 1.033 1.333 925.90 4.095 17.280 918.10 1.060 1.490 926.05 4.501 17.913 918.25 1.087 1.651 926.20 5.392 18.655 918.40 1.114 1.816 926.35 6.284 19.530 918.55 1.140 1.985 926.50 7.175 20.540 918.70 1.167 2.158 926.65 8.066 21.683 918.85 1.194 2.335 926.80 8.958 22.960 919.00 1.221 2.516 926.95 9.849 24.370 919.15 1.246 2.702 927.10 10.278 25.891 919.30 1.271 2.890 927.25 10.477 27.448 919.45 1.297 3.083 927.40 10.676 29.034 919.60 1.322 3.279 927.55 10.874 30.651 919.75 1.347 3.479 927.70 11.073 32.297 919.90 1.372 3.683 927.85 11.271 33.972 920.05 1.396 3.891 928.00 11.470 35.678 920.20 1.418 4.102 928.15 11.470 37.398 920.35 1.439 4.316 928.30 11.470 39.119 920.50 1.460 4.534 928.45 11.470 40.840 920.65 1.482 4.755 928.60 11.470 42.560 920.80 1.503 4.978 928.75 11.470 44.280 920.95 1.525 5.206 928.90 11.470 46.001 921.10 1.553 5.436 921.25 1.585 5.672 921.40 1.616 5.912 921.55 1.647 6.156 921.70 1.679 6.406 921.85 1.711 6.660 922.00 1.742 6.919 922.15 1.803 7.185 922.30 1.865 7.460 922.45 1.926 7.744 922.60 1.987 8.038 922.75 2.049 8.341 922.90 2.110 8.652 923.05 2.170 8.974 923.20 2.228 9.303 923.35 2.286 9.642 923.50 2.344 9.989 923.65 2.403 10.345 923.80 2.461 10.710 PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 15 Summary for Pond 2P: CB Inflow Area = 0.668 ac, 62.57% Impervious, Inflow Depth = 1.39" for 2 YEAR event Inflow = 1.48 cfs @ 12.01 hrs, Volume= 0.077 of Outflow = 1.48 cfs @ 12.01 hrs, Volume= 0.077 af, Atten= 0%, Lag= 0.0 min Primary = 1.48 cfs @ 12.01 hrs, Volume= 0.077 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 935.00' @ 0.10 hrs Surf.Area= 456 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 834.7 - 834.7 ) Volume Invert Avail.Storage Storaqe Description #1 935.00' 456 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 935.00 936.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 456 0 0 456 456 456 #2 Secondary Invert Outlet Devices 929.10' 12.0" Round RCP -Round 12" L= 108.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 929.10'/ 925.90' S=0.0296'/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf 935.50' 20.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Primary OutFlow Max=0.00 cfs @ 12.01 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 12" (Passes 0.00 cfs of 8.11 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 16 Stage -Area -Storage for Pond 2P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 935.00 456 0 935.53 456 242 935.01 456 5 935.54 456 246 935.02 456 9 935.55 456 251 935.03 456 14 935.56 456 255 935.04 456 18 935.57 456 260 935.05 456 23 935.58 456 264 935.06 456 27 935.59 456 269 935.07 456 32 935.60 456 274 935.08 456 36 935.61 456 278 935.09 456 41 935.62 456 283 935.10 456 46 935.63 456 287 935.11 456 50 935.64 456 292 935.12 456 55 935.65 456 296 935.13 456 59 935.66 456 301 935.14 456 64 935.67 456 306 935.15 456 68 935.68 456 310 935.16 456 73 935.69 456 315 935.17 456 78 935.70 456 319 935.18 456 82 935.71 456 324 935.19 456 87 935.72 456 328 935.20 456 91 935.73 456 333 935.21 456 96 935.74 456 337 935.22 456 100 935.75 456 342 935.23 456 105 935.76 456 347 935.24 456 109 935.77 456 351 935.25 456 114 935.78 456 356 935.26 456 119 935.79 456 360 935.27 456 123 935.80 456 365 935.28 456 128 935.81 456 369 935.29 456 132 935.82 456 374 935.30 456 137 935.83 456 378 935.31 456 141 935.84 456 383 935.32 456 146 935.85 456 388 935.33 456 150 935.86 456 392 935.34 456 155 935.87 456 397 935.35 456 160 935.88 456 401 935.36 456 164 935.89 456 406 935.37 456 169 935.90 456 410 935.38 456 173 935.91 456 415 935.39 456 178 935.92 456 420 935.40 456 182 935.93 456 424 935.41 456 187 935.94 456 429 935.42 456 192 935.95 456 433 935.43 456 196 935.96 456 438 935.44 456 201 935.97 456 442 935.45 456 205 935.98 456 447 935.46 456 210 935.99 456 451 935.47 456 214 936.00 456 456 935.48 456 219 935.49 456 223 935.50 456 228 935.51 456 233 935.52 456 237 PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 17 Summary for Pond 3P: CB Inflow Area = 0.616 ac, 13.80% Impervious, Inflow Depth = 0.47" for 2 YEAR event Inflow = 0.22 cfs @ 12.20 hrs, Volume= 0.024 of Outflow = 0.22 cfs @ 12.20 hrs, Volume= 0.024 af, Atten= 0%, Lag= 0.0 min Primary = 0.22 cfs @ 12.20 hrs, Volume= 0.024 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 934.00' @ 0.10 hrs Surf.Area= 4,519 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 916.6 - 916.6 ) Volume Invert Avail.Storage Storaqe Description #1 934.00' 4,519 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 934.00 935.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 4,519 0 0 4,519 4,519 4,519 #2 Secondary Invert Outlet Devices 928.40' 15.0" Round RCP -Round 15" L= 12.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 928.40'/ 928.20' S=0.0167'/' Cc= 0.900 n= 0.013, Flow Area= 1.23 sf 934.40' 16.0' long x 8.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=0.00 cfs @ 12.20 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 15" (Passes 0.00 cfs of 13.18 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 18 Stage -Area -Storage for Pond 3P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 934.00 4,519 0 934.53 4,519 2,395 934.01 4,519 45 934.54 4,519 2,440 934.02 4,519 90 934.55 4,519 2,485 934.03 4,519 136 934.56 4,519 2,531 934.04 4,519 181 934.57 4,519 2,576 934.05 4,519 226 934.58 4,519 2,621 934.06 4,519 271 934.59 4,519 2,666 934.07 4,519 316 934.60 4,519 2,711 934.08 4,519 362 934.61 4,519 2,757 934.09 4,519 407 934.62 4,519 2,802 934.10 4,519 452 934.63 4,519 2,847 934.11 4,519 497 934.64 4,519 2,892 934.12 4,519 542 934.65 4,519 2,937 934.13 4,519 587 934.66 4,519 2,983 934.14 4,519 633 934.67 4,519 3,028 934.15 4,519 678 934.68 4,519 3,073 934.16 4,519 723 934.69 4,519 3,118 934.17 4,519 768 934.70 4,519 3,163 934.18 4,519 813 934.71 4,519 3,208 934.19 4,519 859 934.72 4,519 3,254 934.20 4,519 904 934.73 4,519 3,299 934.21 4,519 949 934.74 4,519 3,344 934.22 4,519 994 934.75 4,519 3,389 934.23 4,519 1,039 934.76 4,519 3,434 934.24 4,519 1,085 934.77 4,519 3,480 934.25 4,519 1,130 934.78 4,519 3,525 934.26 4,519 1,175 934.79 4,519 3,570 934.27 4,519 1,220 934.80 4,519 3,615 934.28 4,519 1,265 934.81 4,519 3,660 934.29 4,519 1,311 934.82 4,519 3,706 934.30 4,519 1,356 934.83 4,519 3,751 934.31 4,519 1,401 934.84 4,519 3,796 934.32 4,519 1,446 934.85 4,519 3,841 934.33 4,519 1,491 934.86 4,519 3,886 934.34 4,519 1,536 934.87 4,519 3,932 934.35 4,519 1,582 934.88 4,519 3,977 934.36 4,519 1,627 934.89 4,519 4,022 934.37 4,519 1,672 934.90 4,519 4,067 934.38 4,519 1,717 934.91 4,519 4,112 934.39 4,519 1,762 934.92 4,519 4,157 934.40 4,519 1,808 934.93 4,519 4,203 934.41 4,519 1,853 934.94 4,519 4,248 934.42 4,519 1,898 934.95 4,519 4,293 934.43 4,519 1,943 934.96 4,519 4,338 934.44 4,519 1,988 934.97 4,519 4,383 934.45 4,519 2,034 934.98 4,519 4,429 934.46 4,519 2,079 934.99 4,519 4,474 934.47 4,519 2,124 935.00 4,519 4,519 934.48 4,519 2,169 934.49 4,519 2,214 934.50 4,519 2,260 934.51 4,519 2,305 934.52 4,519 2,350 PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 19 Summary for Pond 4P: INFILTRATION BASIN - WEST Inflow Area = 1.598 ac, 56.76% Impervious, Inflow Depth = 1.25" for 2 YEAR event Inflow = 3.09 cfs @ 12.02 hrs, Volume= 0.167 of Outflow = 1.18 cfs @ 12.17 hrs, Volume= 0.167 af, Atten= 62%, Lag= 8.9 min Discarded = 0.03 cfs @ 12.17 hrs, Volume= 0.086 of Primary = 1.15 cfs @ 12.17 hrs, Volume= 0.081 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 930.75' @ 12.17 hrs Surf.Area= 2,895 sf Storage= 2,743 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 458.5 min ( 1,301.1 - 842.6 ) Volume Invert Avail.Storage Storaqe Description #1 929.70' 3,467 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 929.70 1,967 0 0 930.00 2,572 681 681 931.00 3,000 2,786 3,467 Device Routinq Invert Outlet Devices #1 Discarded 929.70' 0.450 in/hr Infiltration over Surface area #2 Primary 930.60' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.03 cfs @ 12.17 hrs HW=930.75' (Free Discharge) L1=Infiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=1.15 cfs @ 12.17 hrs HW=930.75' TW=916.75' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir (Weir Controls 1.15 cfs @ 0.93 fps) PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 20 Stage -Area -Storage for Pond 4P: INFILTRATION BASIN - WEST Elevation Surface Storage (feet) (sq -ft) (cubic -feet) 929.70 1,967 0 929.72 2,007 40 929.74 2,048 80 929.76 2,088 122 929.78 2,128 164 929.80 2,169 207 929.82 2,209 251 929.84 2,249 295 929.86 2,290 341 929.88 2,330 387 929.90 2,370 434 929.92 2,411 482 929.94 2,451 530 929.96 2,491 580 929.98 2,532 630 930.00 2,572 681 930.02 2,581 732 930.04 2,589 784 930.06 2,598 836 930.08 2,606 888 930.10 2,615 940 930.12 2,623 993 930.14 2,632 1,045 930.16 2,640 1,098 930.18 2,649 1,151 930.20 2,658 1,204 930.22 2,666 1,257 930.24 2,675 1,310 930.26 2,683 1,364 930.28 2,692 1,418 930.30 2,700 1,472 930.32 2,709 1,526 930.34 2,718 1,580 930.36 2,726 1,635 930.38 2,735 1,689 930.40 2,743 1,744 930.42 2,752 1,799 930.44 2,760 1,854 930.46 2,769 1,909 930.48 2,777 1,965 930.50 2,786 2,020 930.52 2,795 2,076 930.54 2,803 2,132 930.56 2,812 2,188 930.58 2,820 2,245 930.60 2,829 2,301 930.62 2,837 2,358 930.64 2,846 2,415 930.66 2,854 2,472 930.68 2,863 2,529 930.70 2,872 2,586 930.72 2,880 2,644 930.74 2,889 2,701 Elevation Surface Storage (feet) (sq -ft) (cubic -feet) 930.76 2,897 2,759 930.78 2,906 2,817 930.80 2,914 2,875 930.82 2,923 2,934 930.84 2,932 2,992 930.86 2,940 3,051 930.88 2,949 3,110 930.90 2,957 3,169 930.92 2,966 3,228 930.94 2,974 3,288 930.96 2,983 3,347 930.98 2,991 3,407 931.00 3,000 3,467 PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 21 Summary for Pond 5P: INFILTRATION BASIN - PARKING Inflow Area = 2.887 ac, 63.94% Impervious, Inflow Depth = 1.45" for 2 YEAR event Inflow = 6.47 cfs @ 12.02 hrs, Volume= 0.350 of Outflow = 5.22 cfs @ 12.08 hrs, Volume= 0.350 af, Atten= 19%, Lag= 3.7 min Discarded = 0.05 cfs @ 12.08 hrs, Volume= 0.092 of Primary = 5.17 cfs @ 12.08 hrs, Volume= 0.258 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 925.64' @ 12.08 hrs Surf.Area= 4,646 sf Storage= 3,795 cf Plug -Flow detention time= 174.2 min calculated for 0.350 of (100% of inflow) Center -of -Mass det. time= 174.4 min ( 1,006.5 - 832.1 ) Volume Invert Avail.Storage Storaqe Description #1 924.50' 5,631 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 924.50 925.00 926.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 1,850 0 0 3,267 1,279 1,279 5,436 4,352 5,631 #2 Discarded Invert Outlet Devices 925.20' 7.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 924.50' 0.450 in/hr Infiltration over Surface area Discarded OutFlow Max=0.05 cfs @ 12.08 hrs HW=925.64' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=5.17 cfs @ 12.08 hrs HW=925.64' TW=921.11' (Dynamic Tailwater) 't-1 =Broad -Crested Rectangular Weir (Weir Controls 5.17 cfs @ 1.69 fps) PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 22 Stage -Area -Storage for Pond 5P: INFILTRATION BASIN - PARKING Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 924.50 1,850 0 925.56 4,482 3,449 924.52 1,907 38 925.58 4,525 3,539 924.54 1,963 76 925.60 4,568 3,630 924.56 2,020 116 925.62 4,612 3,722 924.58 2,077 157 925.64 4,655 3,814 924.60 2,133 199 925.66 4,699 3,908 924.62 2,190 242 925.68 4,742 4,002 924.64 2,247 287 925.70 4,785 4,098 924.66 2,303 332 925.72 4,829 4,194 924.68 2,360 379 925.74 4,872 4,291 924.70 2,417 427 925.76 4,915 4,389 924.72 2,473 476 925.78 4,959 4,487 924.74 2,530 526 925.80 5,002 4,587 924.76 2,587 577 925.82 5,046 4,687 924.78 2,644 629 925.84 5,089 4,789 924.80 2,700 683 925.86 5,132 4,891 924.82 2,757 737 925.88 5,176 4,994 924.84 2,814 793 925.90 5,219 5,098 924.86 2,870 850 925.92 5,262 5,203 924.88 2,927 908 925.94 5,306 5,308 924.90 2,984 967 925.96 5,349 5,415 924.92 3,040 1,027 925.98 5,393 5,522 924.94 3,097 1,088 926.00 5,436 5,631 924.96 3,154 1,151 924.98 3,210 1,214 925.00 3,267 1,279 925.02 3,310 1,345 925.04 3,354 1,412 925.06 3,397 1,479 925.08 3,441 1,548 925.10 3,484 1,617 925.12 3,527 1,687 925.14 3,571 1,758 925.16 3,614 1,830 925.18 3,657 1,902 925.20 3,701 1,976 925.22 3,744 2,050 925.24 3,788 2,126 925.26 3,831 2,202 925.28 3,874 2,279 925.30 3,918 2,357 925.32 3,961 2,436 925.34 4,004 2,515 925.36 4,048 2,596 925.38 4,091 2,677 925.40 4,135 2,760 925.42 4,178 2,843 925.44 4,221 2,927 925.46 4,265 3,012 925.48 4,308 3,097 925.50 4,352 3,184 925.52 4,395 3,271 925.54 4,438 3,360 PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 23 Summary for Pond 6P: INFILTRATION BASIN - EAST Inflow Area = 3.696 ac, 49.95% Impervious, Inflow Depth = 0.90" for 2 YEAR event Inflow = 5.40 cfs @ 12.08 hrs, Volume= 0.278 of Outflow = 0.12 cfs @ 16.95 hrs, Volume= 0.278 af, Atten= 98%, Lag= 292.2 min Discarded = 0.12 cfs @ 16.95 hrs, Volume= 0.278 of Primary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 921.68' @ 16.95 hrs Surf.Area= 11,367 sf Storage= 8,177 cf Plug -Flow detention time= 751.9 min calculated for 0.278 of (100% of inflow) Center -of -Mass det. time= 752.0 min ( 1,592.2 - 840.2 ) Volume Invert Avail.Storage Storaqe Description #1 920.90' 24,877 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 920.90 7,545 0 0 921.00 10,000 877 877 922.00 12,000 11,000 11,877 923.00 14,000 13,000 24,877 Device Routinq Invert Outlet Devices #1 Discarded 920.90' 0.450 in/hr Infiltration over Surface area #2 Primary 921.90' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.12 cfs @ 16.95 hrs HW=921.68' (Free Discharge) 't--1 =Infiltration (Exfiltration Controls 0.12 cfs) Primary OutFlow Max=0.00 cfs @ 0.10 hrs HW=920.90' TW=916.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 24 Stage -Area -Storage for Pond 6P: INFILTRATION BASIN - EAST Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 920.90 7,545 0 921.96 11,920 11,399 920.92 8,036 156 921.98 11,960 11,638 920.94 8,527 321 922.00 12,000 11,877 920.96 9,018 497 922.02 12,040 12,118 920.98 9,509 682 922.04 12,080 12,359 921.00 10,000 877 922.06 12,120 12,601 921.02 10,040 1,078 922.08 12,160 12,844 921.04 10,080 1,279 922.10 12,200 13,087 921.06 10,120 1,481 922.12 12,240 13,332 921.08 10,160 1,684 922.14 12,280 13,577 921.10 10,200 1,887 922.16 12,320 13,823 921.12 10,240 2,092 922.18 12,360 14,070 921.14 10,280 2,297 922.20 12,400 14,317 921.16 10,320 2,503 922.22 12,440 14,566 921.18 10,360 2,710 922.24 12,480 14,815 921.20 10,400 2,917 922.26 12,520 15,065 921.22 10,440 3,126 922.28 12,560 15,316 921.24 10,480 3,335 922.30 12,600 15,567 921.26 10,520 3,545 922.32 12,640 15,820 921.28 10,560 3,756 922.34 12,680 16,073 921.30 10,600 3,967 922.36 12,720 16,327 921.32 10,640 4,180 922.38 12,760 16,582 921.34 10,680 4,393 922.40 12,800 16,837 921.36 10,720 4,607 922.42 12,840 17,094 921.38 10,760 4,822 922.44 12,880 17,351 921.40 10,800 5,037 922.46 12,920 17,609 921.42 10,840 5,254 922.48 12,960 17,868 921.44 10,880 5,471 922.50 13,000 18,127 921.46 10,920 5,689 922.52 13,040 18,388 921.48 10,960 5,908 922.54 13,080 18,649 921.50 11,000 6,127 922.56 13,120 18,911 921.52 11,040 6,348 922.58 13,160 19,174 921.54 11,080 6,569 922.60 13,200 19,437 921.56 11,120 6,791 922.62 13,240 19,702 921.58 11,160 7,014 922.64 13,280 19,967 921.60 11,200 7,237 922.66 13,320 20,233 921.62 11,240 7,462 922.68 13,360 20,500 921.64 11,280 7,687 922.70 13,400 20,767 921.66 11,320 7,913 922.72 13,440 21,036 921.68 11,360 8,140 922.74 13,480 21,305 921.70 11,400 8,367 922.76 13,520 21,575 921.72 11,440 8,596 922.78 13,560 21,846 921.74 11,480 8,825 922.80 13,600 22,117 921.76 11,520 9,055 922.82 13,640 22,390 921.78 11,560 9,286 922.84 13,680 22,663 921.80 11,600 9,517 922.86 13,720 22,937 921.82 11,640 9,750 922.88 13,760 23,212 921.84 11,680 9,983 922.90 13,800 23,487 921.86 11,720 10,217 922.92 13,840 23,764 921.88 11,760 10,452 922.94 13,880 24,041 921.90 11,800 10,687 922.96 13,920 24,319 921.92 11,840 10,924 922.98 13,960 24,598 921.94 11,880 11,161 923.00 14,000 24,877 PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 25 Summary for Pond 7P: TRACK Inflow Area = 3.383 ac, 35.44% Impervious, Inflow Depth = 0.81" for 2 YEAR event Inflow = 4.05 cfs @ 12.03 hrs, Volume= 0.228 of Outflow = 3.42 cfs @ 12.08 hrs, Volume= 0.228 af, Atten= 15%, Lag= 3.0 min Discarded = 0.19 cfs @ 11.85 hrs, Volume= 0.123 of Primary = 3.24 cfs @ 12.08 hrs, Volume= 0.105 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 927.03' @ 12.08 hrs Surf.Area= 40,258 sf Storage= 1,025 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 3.8 min ( 874.2 - 870.5 ) Volume Invert Avail.Storage Storaqe Description #1 927.00' 40,258 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 927.00 40,258 0 0 928.00 40,258 40,258 40,258 Device Routinq Invert Outlet Devices #1 Primary 927.00' 320.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #2 Discarded 927.00' 0.200 in/hr Infiltration over Surface area Discarded OutFlow Max=0.19 cfs @ 11.85 hrs HW=927.00' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.19 cfs) Primary OutFlow Max=3.24 cfs @ 12.08 hrs HW=927.03' TW=916.57' (Dynamic Tailwater) L1=113road-Crested Rectangular Weir (Weir Controls 3.24 cfs @ 0.40 fps) PROPOSED Type 1124 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 26 Stage -Area -Storage for Pond 7P: TRACK Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 927.00 40,258 0 927.53 40,258 21,337 927.01 40,258 403 927.54 40,258 21,739 927.02 40,258 805 927.55 40,258 22,142 927.03 40,258 1,208 927.56 40,258 22,544 927.04 40,258 1,610 927.57 40,258 22,947 927.05 40,258 2,013 927.58 40,258 23,350 927.06 40,258 2,415 927.59 40,258 23,752 927.07 40,258 2,818 927.60 40,258 24,155 927.08 40,258 3,221 927.61 40,258 24,557 927.09 40,258 3,623 927.62 40,258 24,960 927.10 40,258 4,026 927.63 40,258 25,363 927.11 40,258 4,428 927.64 40,258 25,765 927.12 40,258 4,831 927.65 40,258 26,168 927.13 40,258 5,234 927.66 40,258 26,570 927.14 40,258 5,636 927.67 40,258 26,973 927.15 40,258 6,039 927.68 40,258 27,375 927.16 40,258 6,441 927.69 40,258 27,778 927.17 40,258 6,844 927.70 40,258 28,181 927.18 40,258 7,246 927.71 40,258 28,583 927.19 40,258 7,649 927.72 40,258 28,986 927.20 40,258 8,052 927.73 40,258 29,388 927.21 40,258 8,454 927.74 40,258 29,791 927.22 40,258 8,857 927.75 40,258 30,194 927.23 40,258 9,259 927.76 40,258 30,596 927.24 40,258 9,662 927.77 40,258 30,999 927.25 40,258 10,065 927.78 40,258 31,401 927.26 40,258 10,467 927.79 40,258 31,804 927.27 40,258 10,870 927.80 40,258 32,206 927.28 40,258 11,272 927.81 40,258 32,609 927.29 40,258 11,675 927.82 40,258 33,012 927.30 40,258 12,077 927.83 40,258 33,414 927.31 40,258 12,480 927.84 40,258 33,817 927.32 40,258 12,883 927.85 40,258 34,219 927.33 40,258 13,285 927.86 40,258 34,622 927.34 40,258 13,688 927.87 40,258 35,024 927.35 40,258 14,090 927.88 40,258 35,427 927.36 40,258 14,493 927.89 40,258 35,830 927.37 40,258 14,895 927.90 40,258 36,232 927.38 40,258 15,298 927.91 40,258 36,635 927.39 40,258 15,701 927.92 40,258 37,037 927.40 40,258 16,103 927.93 40,258 37,440 927.41 40,258 16,506 927.94 40,258 37,843 927.42 40,258 16,908 927.95 40,258 38,245 927.43 40,258 17,311 927.96 40,258 38,648 927.44 40,258 17,714 927.97 40,258 39,050 927.45 40,258 18,116 927.98 40,258 39,453 927.46 40,258 18,519 927.99 40,258 39,855 927.47 40,258 18,921 928.00 40,258 40,258 927.48 40,258 19,324 927.49 40,258 19,726 927.50 40,258 20,129 927.51 40,258 20,532 927.52 40,258 20,934 PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 27 Summary for Link 1 L: North Inflow Area = 2.754 ac, 53.30% Impervious, Inflow Depth = 1.19" for 2 YEAR event Inflow = 2.94 cfs @ 12.06 hrs, Volume= 0.274 of Primary = 2.94 cfs @ 12.06 hrs, Volume= 0.274 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs PROPOSED Type 11 24 -hr 2 YEAR Rainfall=2.84" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 28 Summary for Link 2L: East Inflow Area = 33.944 ac, 44.83% Impervious, Inflow Depth = 0.85" for 2 YEAR event Inflow = 12.98 cfs @ 12.47 hrs, Volume= 2.412 of Primary = 12.98 cfs @ 12.47 hrs, Volume= 2.412 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 29 Summary for Subcatchment P1: Runoff = 36.39 cfs @ 12.24 hrs, Volume= 3.509 af, Depth= 2.14" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 9.890 61 >75% Grass cover, Good, HSG B 9.753 98 Unconnected pavement, HSG B 19.643 79 Weighted Average 9.890 50.35% Pervious Area 9.753 49.65% Impervious Area 9.753 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 30 Summary for Subcatchment P2: Runoff = 4.64 cfs @ 12.18 hrs, Volume= 0.387 af, Depth= 2.22" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 1.050 98 Paved parking, HSG B 1.036 61 >75% Grass cover, Good, HSG B 2.086 80 Weighted Average 1.036 49.66% Pervious Area 1.050 50.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 31 Summary for Subcatchment P3: Runoff = 2.71 cfs @ 12.01 hrs, Volume= 0.143 af, Depth= 2.57" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.250 61 >75% Grass cover, Good, HSG B 0.418 98 Paved parkinq, HSG B 0.668 84 Weighted Average 0.250 37.43% Pervious Area 0.418 62.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.0 89 0.0225 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 32 Summary for Subcatchment P4: Runoff = 0.72 cfs @ 12.18 hrs, Volume= 0.063 af, Depth= 1.22" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.531 61 >75% Grass cover, Good, HSG B 0.085 98 Paved parkinq, HSG B 0.616 66 Weighted Average 0.531 86.20% Pervious Area 0.085 13.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.6 257 0.0190 0.19 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 33 Summary for Subcatchment P5: Runoff = 4.99 cfs @ 12.23 hrs, Volume= 0.481 af, Depth= 2.93" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.541 61 >75% Grass cover, Good, HSG B 1.426 98 Paved parkinq, HSG B 1.967 88 Weighted Average 0.541 27.50% Pervious Area 1.426 72.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 34 Summary for Subcatchment P6A: Runoff = 11.66 cfs @ 12.01 hrs, Volume= 0.639 af, Depth= 2.66" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 1.041 61 >75% Grass cover, Good, HSG B 1.846 98 Paved parkinq, HSG B 2.887 85 Weighted Average 1.041 36.06% Pervious Area 1.846 63.94% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 35 Summary for Subcatchment P6113: Runoff = 1.05 cfs @ 12.03 hrs, Volume= 0.062 af, Depth= 0.93" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.809 61 >75% Grass cover, Good, HSG B 0.000 98 Paved parking, HSG B 0.809 61 Weighted Average 0.809 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 36 Summary for Subcatchment P7: Runoff = 9.16 cfs @ 12.02 hrs, Volume= 0.496 af, Depth= 1.76" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 2.184 61 >75% Grass cover, Good, HSG B 1.199 98 Unconnected pavement, HSG B 3.383 74 Weighted Average 2.184 64.56% Pervious Area 1.199 35.44% Impervious Area 1.199 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 77 0.0130 0.13 Sheet Flow, Grass: Short n=0.150 P2=2.84" PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 37 Summary for Subcatchment P8: Runoff = 5.87 cfs @ 12.02 hrs, Volume= 0.319 af, Depth= 2.39" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 0.691 61 >75% Grass cover, Good, HSG B 0.907 98 Unconnected pavement, HSG B 1.598 82 Weighted Average 0.691 43.24% Pervious Area 0.907 56.76% Impervious Area 0.907 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 38 Summary for Subcatchment P9: Area From City Runoff = 3.89 cfs @ 12.26 hrs, Volume= 0.392 af, Depth= 1.55" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 YEAR Rainfall=4.22" Area (ac) CN Description 3.041 71 3.041 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 39 Summary for Pond 1 P: SOUTH POND Inflow Area = 31.361 ac, 43.70% Impervious, Inflow Depth= 1.79" for 10 YEAR event Inflow = 46.08 cfs @ 12.23 hrs, Volume= 4.671 of Outflow = 26.25 cfs @ 12.52 hrs, Volume= 4.672 af, Atten= 43%, Lag= 17.5 min Primary = 26.25 cfs @ 12.52 hrs, Volume= 4.672 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Tertiary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 917.77' @ 12.52 hrs Surf.Area= 1.002 ac Storage= 1.155 of Plug -Flow detention time= 32.3 min calculated for 4.671 of (100% of inflow) Center -of -Mass det. time= 32.8 min ( 878.5 - 845.7 ) Volume Invert Avail.Storage Storaqe Description #1 916.00' 47.148 of Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 916.00 0.000 0.000 0.000 917.00 0.864 0.432 0.432 918.00 1.042 0.953 1.385 919.00 1.221 1.131 2.516 920.00 1.389 1.305 3.821 921.00 1.532 1.460 5.282 922.00 1.742 1.637 6.919 923.00 2.151 1.947 8.866 924.00 2.538 2.344 11.210 925.00 3.114 2.826 14.036 926.00 4.204 3.659 17.695 927.00 10.146 7.175 24.870 928.00 11.470 10.808 35.678 929.00 11.470 11.470 47.148 Device Routinq Invert Outlet Devices #1 Primary 916.00' 60.0" Round Culvert L= 50.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 916.00'/ 915.35' S=0.0130'/' Cc= 0.900 n= 0.012, Flow Area= 19.63 sf #2 Device 1 916.00' 10.0' long Broad -Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 2.00 2.50 3.00 4.00 5.00 Coef. (English) 2.64 2.68 2.65 2.64 2.64 2.64 2.64 2.64 #3 Secondary 921.20' 36.0" Round Culvert L= 49.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 921.20'/ 920.80' S=0.0082'/' Cc= 0.900 n= 0.013, Flow Area= 7.07 sf #4 Tertiary 928.50' 38.0' long x 15.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63 PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 40 Primary OutFlow Max=26.25 cfs @ 12.52 hrs HW=917.77' TW=0.00' (Dynamic Tailwater) 't--1 =Culvert (Barrel Controls 26.25 cfs @ 6.26 fps) L2=Broad-Crested Rectangular Weir (Passes 26.25 cfs of 62.52 cfs potential flow) e Scondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) 3=Culvert ( Controls 0.00 cfs) Tertiary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L4= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 41 Stage -Area -Storage for Pond 1 P: SOUTH POND Elevation Surface Storage Elevation Surface Storage (feet) (acres) (acre-feet) (feet) (acres) (acre-feet) 916.00 0.000 0.000 923.95 2.519 11.084 916.15 0.130 0.010 924.10 2.596 11.467 916.30 0.259 0.039 924.25 2.682 11.863 916.45 0.389 0.087 924.40 2.768 12.271 916.60 0.518 0.156 924.55 2.855 12.693 916.75 0.648 0.243 924.70 2.941 13.128 916.90 0.778 0.350 924.85 3.028 13.575 917.05 0.873 0.475 925.00 3.114 14.036 917.20 0.900 0.608 925.15 3.277 14.515 917.35 0.926 0.745 925.30 3.441 15.019 917.50 0.953 0.886 925.45 3.605 15.548 917.65 0.980 1.031 925.60 3.768 16.101 917.80 1.006 1.180 925.75 3.931 16.678 917.95 1.033 1.333 925.90 4.095 17.280 918.10 1.060 1.490 926.05 4.501 17.913 918.25 1.087 1.651 926.20 5.392 18.655 918.40 1.114 1.816 926.35 6.284 19.530 918.55 1.140 1.985 926.50 7.175 20.540 918.70 1.167 2.158 926.65 8.066 21.683 918.85 1.194 2.335 926.80 8.958 22.960 919.00 1.221 2.516 926.95 9.849 24.370 919.15 1.246 2.702 927.10 10.278 25.891 919.30 1.271 2.890 927.25 10.477 27.448 919.45 1.297 3.083 927.40 10.676 29.034 919.60 1.322 3.279 927.55 10.874 30.651 919.75 1.347 3.479 927.70 11.073 32.297 919.90 1.372 3.683 927.85 11.271 33.972 920.05 1.396 3.891 928.00 11.470 35.678 920.20 1.418 4.102 928.15 11.470 37.398 920.35 1.439 4.316 928.30 11.470 39.119 920.50 1.460 4.534 928.45 11.470 40.840 920.65 1.482 4.755 928.60 11.470 42.560 920.80 1.503 4.978 928.75 11.470 44.280 920.95 1.525 5.206 928.90 11.470 46.001 921.10 1.553 5.436 921.25 1.585 5.672 921.40 1.616 5.912 921.55 1.647 6.156 921.70 1.679 6.406 921.85 1.711 6.660 922.00 1.742 6.919 922.15 1.803 7.185 922.30 1.865 7.460 922.45 1.926 7.744 922.60 1.987 8.038 922.75 2.049 8.341 922.90 2.110 8.652 923.05 2.170 8.974 923.20 2.228 9.303 923.35 2.286 9.642 923.50 2.344 9.989 923.65 2.403 10.345 923.80 2.461 10.710 PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 42 Summary for Pond 2P: CB Inflow Area = 0.668 ac, 62.57% Impervious, Inflow Depth = 2.57" for 10 YEAR event Inflow = 2.71 cfs @ 12.01 hrs, Volume= 0.143 of Outflow = 2.71 cfs @ 12.01 hrs, Volume= 0.143 af, Atten= 0%, Lag= 0.0 min Primary = 2.71 cfs @ 12.01 hrs, Volume= 0.143 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 935.00' @ 0.10 hrs Surf.Area= 456 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 817.1 - 817.1 ) Volume Invert Avail.Storage Storaqe Description #1 935.00' 456 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 935.00 936.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 456 0 0 456 456 456 #2 Secondary Invert Outlet Devices 929.10' 12.0" Round RCP -Round 12" L= 108.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 929.10'/ 925.90' S=0.0296'/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf 935.50' 20.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Primary OutFlow Max=0.00 cfs @ 12.01 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 12" (Passes 0.00 cfs of 8.11 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 43 Stage -Area -Storage for Pond 2P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 935.00 456 0 935.53 456 242 935.01 456 5 935.54 456 246 935.02 456 9 935.55 456 251 935.03 456 14 935.56 456 255 935.04 456 18 935.57 456 260 935.05 456 23 935.58 456 264 935.06 456 27 935.59 456 269 935.07 456 32 935.60 456 274 935.08 456 36 935.61 456 278 935.09 456 41 935.62 456 283 935.10 456 46 935.63 456 287 935.11 456 50 935.64 456 292 935.12 456 55 935.65 456 296 935.13 456 59 935.66 456 301 935.14 456 64 935.67 456 306 935.15 456 68 935.68 456 310 935.16 456 73 935.69 456 315 935.17 456 78 935.70 456 319 935.18 456 82 935.71 456 324 935.19 456 87 935.72 456 328 935.20 456 91 935.73 456 333 935.21 456 96 935.74 456 337 935.22 456 100 935.75 456 342 935.23 456 105 935.76 456 347 935.24 456 109 935.77 456 351 935.25 456 114 935.78 456 356 935.26 456 119 935.79 456 360 935.27 456 123 935.80 456 365 935.28 456 128 935.81 456 369 935.29 456 132 935.82 456 374 935.30 456 137 935.83 456 378 935.31 456 141 935.84 456 383 935.32 456 146 935.85 456 388 935.33 456 150 935.86 456 392 935.34 456 155 935.87 456 397 935.35 456 160 935.88 456 401 935.36 456 164 935.89 456 406 935.37 456 169 935.90 456 410 935.38 456 173 935.91 456 415 935.39 456 178 935.92 456 420 935.40 456 182 935.93 456 424 935.41 456 187 935.94 456 429 935.42 456 192 935.95 456 433 935.43 456 196 935.96 456 438 935.44 456 201 935.97 456 442 935.45 456 205 935.98 456 447 935.46 456 210 935.99 456 451 935.47 456 214 936.00 456 456 935.48 456 219 935.49 456 223 935.50 456 228 935.51 456 233 935.52 456 237 PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 44 Summary for Pond 3P: CB Inflow Area = 0.616 ac, 13.80% Impervious, Inflow Depth = 1.22" for 10 YEAR event Inflow = 0.72 cfs @ 12.18 hrs, Volume= 0.063 of Outflow = 0.72 cfs @ 12.18 hrs, Volume= 0.063 af, Atten= 0%, Lag= 0.0 min Primary = 0.72 cfs @ 12.18 hrs, Volume= 0.063 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 934.00' @ 0.10 hrs Surf.Area= 4,519 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 881.2 - 881.2 ) Volume Invert Avail.Storage Storaqe Description #1 934.00' 4,519 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 934.00 935.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 4,519 0 0 4,519 4,519 4,519 #2 Secondary Invert Outlet Devices 928.40' 15.0" Round RCP -Round 15" L= 12.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 928.40'/ 928.20' S=0.0167'/' Cc= 0.900 n= 0.013, Flow Area= 1.23 sf 934.40' 16.0' long x 8.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=0.00 cfs @ 12.18 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 15" (Passes 0.00 cfs of 13.18 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 45 Stage -Area -Storage for Pond 3P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 934.00 4,519 0 934.53 4,519 2,395 934.01 4,519 45 934.54 4,519 2,440 934.02 4,519 90 934.55 4,519 2,485 934.03 4,519 136 934.56 4,519 2,531 934.04 4,519 181 934.57 4,519 2,576 934.05 4,519 226 934.58 4,519 2,621 934.06 4,519 271 934.59 4,519 2,666 934.07 4,519 316 934.60 4,519 2,711 934.08 4,519 362 934.61 4,519 2,757 934.09 4,519 407 934.62 4,519 2,802 934.10 4,519 452 934.63 4,519 2,847 934.11 4,519 497 934.64 4,519 2,892 934.12 4,519 542 934.65 4,519 2,937 934.13 4,519 587 934.66 4,519 2,983 934.14 4,519 633 934.67 4,519 3,028 934.15 4,519 678 934.68 4,519 3,073 934.16 4,519 723 934.69 4,519 3,118 934.17 4,519 768 934.70 4,519 3,163 934.18 4,519 813 934.71 4,519 3,208 934.19 4,519 859 934.72 4,519 3,254 934.20 4,519 904 934.73 4,519 3,299 934.21 4,519 949 934.74 4,519 3,344 934.22 4,519 994 934.75 4,519 3,389 934.23 4,519 1,039 934.76 4,519 3,434 934.24 4,519 1,085 934.77 4,519 3,480 934.25 4,519 1,130 934.78 4,519 3,525 934.26 4,519 1,175 934.79 4,519 3,570 934.27 4,519 1,220 934.80 4,519 3,615 934.28 4,519 1,265 934.81 4,519 3,660 934.29 4,519 1,311 934.82 4,519 3,706 934.30 4,519 1,356 934.83 4,519 3,751 934.31 4,519 1,401 934.84 4,519 3,796 934.32 4,519 1,446 934.85 4,519 3,841 934.33 4,519 1,491 934.86 4,519 3,886 934.34 4,519 1,536 934.87 4,519 3,932 934.35 4,519 1,582 934.88 4,519 3,977 934.36 4,519 1,627 934.89 4,519 4,022 934.37 4,519 1,672 934.90 4,519 4,067 934.38 4,519 1,717 934.91 4,519 4,112 934.39 4,519 1,762 934.92 4,519 4,157 934.40 4,519 1,808 934.93 4,519 4,203 934.41 4,519 1,853 934.94 4,519 4,248 934.42 4,519 1,898 934.95 4,519 4,293 934.43 4,519 1,943 934.96 4,519 4,338 934.44 4,519 1,988 934.97 4,519 4,383 934.45 4,519 2,034 934.98 4,519 4,429 934.46 4,519 2,079 934.99 4,519 4,474 934.47 4,519 2,124 935.00 4,519 4,519 934.48 4,519 2,169 934.49 4,519 2,214 934.50 4,519 2,260 934.51 4,519 2,305 934.52 4,519 2,350 PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 46 Summary for Pond 4P: INFILTRATION BASIN - WEST Inflow Area = 1.598 ac, 56.76% Impervious, Inflow Depth = 2.39" for 10 YEAR event Inflow = 5.87 cfs @ 12.02 hrs, Volume= 0.319 of Outflow = 5.66 cfs @ 12.05 hrs, Volume= 0.319 af, Atten= 4%, Lag= 2.1 min Discarded = 0.03 cfs @ 12.05 hrs, Volume= 0.091 of Primary = 5.63 cfs @ 12.05 hrs, Volume= 0.228 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 931.02' @ 12.05 hrs Surf.Area= 3,000 sf Storage= 3,467 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 248.5 min ( 1,072.7 - 824.1 ) Volume Invert Avail.Storage Storaqe Description #1 929.70' 3,467 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 929.70 1,967 0 0 930.00 2,572 681 681 931.00 3,000 2,786 3,467 Device Routinq Invert Outlet Devices #1 Discarded 929.70' 0.450 in/hr Infiltration over Surface area #2 Primary 930.60' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.03 cfs @ 12.05 hrs HW=931.02' (Free Discharge) L1=Infiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=5.62 cfs @ 12.05 hrs HW=931.02' TW=916.92' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir (Weir Controls 5.62 cfs @ 1.66 fps) PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 47 Stage -Area -Storage for Pond 4P: INFILTRATION BASIN - WEST Elevation Surface Storage (feet) (sq -ft) (cubic -feet) 929.70 1,967 0 929.72 2,007 40 929.74 2,048 80 929.76 2,088 122 929.78 2,128 164 929.80 2,169 207 929.82 2,209 251 929.84 2,249 295 929.86 2,290 341 929.88 2,330 387 929.90 2,370 434 929.92 2,411 482 929.94 2,451 530 929.96 2,491 580 929.98 2,532 630 930.00 2,572 681 930.02 2,581 732 930.04 2,589 784 930.06 2,598 836 930.08 2,606 888 930.10 2,615 940 930.12 2,623 993 930.14 2,632 1,045 930.16 2,640 1,098 930.18 2,649 1,151 930.20 2,658 1,204 930.22 2,666 1,257 930.24 2,675 1,310 930.26 2,683 1,364 930.28 2,692 1,418 930.30 2,700 1,472 930.32 2,709 1,526 930.34 2,718 1,580 930.36 2,726 1,635 930.38 2,735 1,689 930.40 2,743 1,744 930.42 2,752 1,799 930.44 2,760 1,854 930.46 2,769 1,909 930.48 2,777 1,965 930.50 2,786 2,020 930.52 2,795 2,076 930.54 2,803 2,132 930.56 2,812 2,188 930.58 2,820 2,245 930.60 2,829 2,301 930.62 2,837 2,358 930.64 2,846 2,415 930.66 2,854 2,472 930.68 2,863 2,529 930.70 2,872 2,586 930.72 2,880 2,644 930.74 2,889 2,701 Elevation Surface Storage (feet) (sq -ft) (cubic -feet) 930.76 2,897 2,759 930.78 2,906 2,817 930.80 2,914 2,875 930.82 2,923 2,934 930.84 2,932 2,992 930.86 2,940 3,051 930.88 2,949 3,110 930.90 2,957 3,169 930.92 2,966 3,228 930.94 2,974 3,288 930.96 2,983 3,347 930.98 2,991 3,407 931.00 3,000 3,467 931.02 3,000 3,467 PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 48 Summary for Pond 5P: INFILTRATION BASIN - PARKING Inflow Area = 2.887 ac, 63.94% Impervious, Inflow Depth = 2.66" for 10 YEAR event Inflow = 11.66 cfs @ 12.01 hrs, Volume= 0.639 of Outflow = 10.31 cfs @ 12.06 hrs, Volume= 0.639 af, Atten= 12%, Lag= 2.8 min Discarded = 0.05 cfs @ 12.06 hrs, Volume= 0.099 of Primary = 10.26 cfs @ 12.06 hrs, Volume= 0.540 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 925.87' @ 12.06 hrs Surf.Area= 5,149 sf Storage= 4,930 cf Plug -Flow detention time= 103.6 min calculated for 0.639 of (100% of inflow) Center -of -Mass det. time= 103.8 min ( 918.7 - 814.9 ) Volume Invert Avail.Storage Storaqe Description #1 924.50' 5,631 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 924.50 925.00 926.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 1,850 0 0 3,267 1,279 1,279 5,436 4,352 5,631 #2 Discarded Invert Outlet Devices 925.20' 7.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 924.50' 0.450 in/hr Infiltration over Surface area Discarded OutFlow Max=0.05 cfs @ 12.06 hrs HW=925.87' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=10.26 cfs @ 12.06 hrs HW=925.87' TW=921.55' (Dynamic Tailwater) 't-1 =Broad -Crested Rectangular Weir (Weir Controls 10.26 cfs @ 2.19 fps) PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 49 Stage -Area -Storage for Pond 5P: INFILTRATION BASIN - PARKING Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 924.50 1,850 0 925.56 4,482 3,449 924.52 1,907 38 925.58 4,525 3,539 924.54 1,963 76 925.60 4,568 3,630 924.56 2,020 116 925.62 4,612 3,722 924.58 2,077 157 925.64 4,655 3,814 924.60 2,133 199 925.66 4,699 3,908 924.62 2,190 242 925.68 4,742 4,002 924.64 2,247 287 925.70 4,785 4,098 924.66 2,303 332 925.72 4,829 4,194 924.68 2,360 379 925.74 4,872 4,291 924.70 2,417 427 925.76 4,915 4,389 924.72 2,473 476 925.78 4,959 4,487 924.74 2,530 526 925.80 5,002 4,587 924.76 2,587 577 925.82 5,046 4,687 924.78 2,644 629 925.84 5,089 4,789 924.80 2,700 683 925.86 5,132 4,891 924.82 2,757 737 925.88 5,176 4,994 924.84 2,814 793 925.90 5,219 5,098 924.86 2,870 850 925.92 5,262 5,203 924.88 2,927 908 925.94 5,306 5,308 924.90 2,984 967 925.96 5,349 5,415 924.92 3,040 1,027 925.98 5,393 5,522 924.94 3,097 1,088 926.00 5,436 5,631 924.96 3,154 1,151 924.98 3,210 1,214 925.00 3,267 1,279 925.02 3,310 1,345 925.04 3,354 1,412 925.06 3,397 1,479 925.08 3,441 1,548 925.10 3,484 1,617 925.12 3,527 1,687 925.14 3,571 1,758 925.16 3,614 1,830 925.18 3,657 1,902 925.20 3,701 1,976 925.22 3,744 2,050 925.24 3,788 2,126 925.26 3,831 2,202 925.28 3,874 2,279 925.30 3,918 2,357 925.32 3,961 2,436 925.34 4,004 2,515 925.36 4,048 2,596 925.38 4,091 2,677 925.40 4,135 2,760 925.42 4,178 2,843 925.44 4,221 2,927 925.46 4,265 3,012 925.48 4,308 3,097 925.50 4,352 3,184 925.52 4,395 3,271 925.54 4,438 3,360 PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 50 Summary for Pond 6P: INFILTRATION BASIN - EAST Inflow Area = 3.696 ac, 49.95% Impervious, Inflow Depth = 1.96" for 10 YEAR event Inflow = 11.26 cfs @ 12.06 hrs, Volume= 0.603 of Outflow = 1.74 cfs @ 12.51 hrs, Volume= 0.603 af, Atten= 85%, Lag= 26.9 min Discarded = 0.13 cfs @ 12.51 hrs, Volume= 0.373 of Primary = 1.62 cfs @ 12.51 hrs, Volume= 0.230 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 922.09' @ 12.51 hrs Surf.Area= 12,186 sf Storage= 13,005 cf Plug -Flow detention time= 621.9 min calculated for 0.603 of (100% of inflow) Center -of -Mass det. time= 622.1 min ( 1,451.9 - 829.8 ) Volume Invert Avail.Storage Storaqe Description #1 920.90' 24,877 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 920.90 7,545 0 0 921.00 10,000 877 877 922.00 12,000 11,000 11,877 923.00 14,000 13,000 24,877 Device Routinq Invert Outlet Devices #1 Discarded 920.90' 0.450 in/hr Infiltration over Surface area #2 Primary 921.90' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.13 cfs @ 12.51 hrs HW=922.09' (Free Discharge) 't--1 =Infiltration (Exfiltration Controls 0.13 cfs) Primary OutFlow Max=1.62 cfs @ 12.51 hrs HW=922.09' TW=917.77' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir (Weir Controls 1.62 cfs @ 1.05 fps) PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 51 Stage -Area -Storage for Pond 6P: INFILTRATION BASIN - EAST Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 920.90 7,545 0 921.96 11,920 11,399 920.92 8,036 156 921.98 11,960 11,638 920.94 8,527 321 922.00 12,000 11,877 920.96 9,018 497 922.02 12,040 12,118 920.98 9,509 682 922.04 12,080 12,359 921.00 10,000 877 922.06 12,120 12,601 921.02 10,040 1,078 922.08 12,160 12,844 921.04 10,080 1,279 922.10 12,200 13,087 921.06 10,120 1,481 922.12 12,240 13,332 921.08 10,160 1,684 922.14 12,280 13,577 921.10 10,200 1,887 922.16 12,320 13,823 921.12 10,240 2,092 922.18 12,360 14,070 921.14 10,280 2,297 922.20 12,400 14,317 921.16 10,320 2,503 922.22 12,440 14,566 921.18 10,360 2,710 922.24 12,480 14,815 921.20 10,400 2,917 922.26 12,520 15,065 921.22 10,440 3,126 922.28 12,560 15,316 921.24 10,480 3,335 922.30 12,600 15,567 921.26 10,520 3,545 922.32 12,640 15,820 921.28 10,560 3,756 922.34 12,680 16,073 921.30 10,600 3,967 922.36 12,720 16,327 921.32 10,640 4,180 922.38 12,760 16,582 921.34 10,680 4,393 922.40 12,800 16,837 921.36 10,720 4,607 922.42 12,840 17,094 921.38 10,760 4,822 922.44 12,880 17,351 921.40 10,800 5,037 922.46 12,920 17,609 921.42 10,840 5,254 922.48 12,960 17,868 921.44 10,880 5,471 922.50 13,000 18,127 921.46 10,920 5,689 922.52 13,040 18,388 921.48 10,960 5,908 922.54 13,080 18,649 921.50 11,000 6,127 922.56 13,120 18,911 921.52 11,040 6,348 922.58 13,160 19,174 921.54 11,080 6,569 922.60 13,200 19,437 921.56 11,120 6,791 922.62 13,240 19,702 921.58 11,160 7,014 922.64 13,280 19,967 921.60 11,200 7,237 922.66 13,320 20,233 921.62 11,240 7,462 922.68 13,360 20,500 921.64 11,280 7,687 922.70 13,400 20,767 921.66 11,320 7,913 922.72 13,440 21,036 921.68 11,360 8,140 922.74 13,480 21,305 921.70 11,400 8,367 922.76 13,520 21,575 921.72 11,440 8,596 922.78 13,560 21,846 921.74 11,480 8,825 922.80 13,600 22,117 921.76 11,520 9,055 922.82 13,640 22,390 921.78 11,560 9,286 922.84 13,680 22,663 921.80 11,600 9,517 922.86 13,720 22,937 921.82 11,640 9,750 922.88 13,760 23,212 921.84 11,680 9,983 922.90 13,800 23,487 921.86 11,720 10,217 922.92 13,840 23,764 921.88 11,760 10,452 922.94 13,880 24,041 921.90 11,800 10,687 922.96 13,920 24,319 921.92 11,840 10,924 922.98 13,960 24,598 921.94 11,880 11,161 923.00 14,000 24,877 PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 52 Summary for Pond 7P: TRACK Inflow Area = 3.383 ac, 35.44% Impervious, Inflow Depth = 1.76" for 10 YEAR event Inflow = 9.16 cfs @ 12.02 hrs, Volume= 0.496 of Outflow = 8.38 cfs @ 12.06 hrs, Volume= 0.496 af, Atten= 8%, Lag= 2.3 min Discarded = 0.19 cfs @ 11.68 hrs, Volume= 0.184 of Primary = 8.19 cfs @ 12.06 hrs, Volume= 0.312 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 927.05' @ 12.06 hrs Surf.Area= 40,258 sf Storage= 1,903 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 4.4 min ( 850.9 - 846.5 ) Volume Invert Avail.Storage Storaqe Description #1 927.00' 40,258 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 927.00 40,258 0 0 928.00 40,258 40,258 40,258 Device Routinq Invert Outlet Devices #1 Primary 927.00' 320.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #2 Discarded 927.00' 0.200 in/hr Infiltration over Surface area Discarded OutFlow Max=0.19 cfs @ 11.68 hrs HW=927.00' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.19 cfs) Primary OutFlow Max=8.19 cfs @ 12.06 hrs HW=927.05' TW=916.94' (Dynamic Tailwater) L1=113road-Crested Rectangular Weir (Weir Controls 8.19 cfs @ 0.54 fps) PROPOSED Type 1124 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 53 Stage -Area -Storage for Pond 7P: TRACK Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 927.00 40,258 0 927.53 40,258 21,337 927.01 40,258 403 927.54 40,258 21,739 927.02 40,258 805 927.55 40,258 22,142 927.03 40,258 1,208 927.56 40,258 22,544 927.04 40,258 1,610 927.57 40,258 22,947 927.05 40,258 2,013 927.58 40,258 23,350 927.06 40,258 2,415 927.59 40,258 23,752 927.07 40,258 2,818 927.60 40,258 24,155 927.08 40,258 3,221 927.61 40,258 24,557 927.09 40,258 3,623 927.62 40,258 24,960 927.10 40,258 4,026 927.63 40,258 25,363 927.11 40,258 4,428 927.64 40,258 25,765 927.12 40,258 4,831 927.65 40,258 26,168 927.13 40,258 5,234 927.66 40,258 26,570 927.14 40,258 5,636 927.67 40,258 26,973 927.15 40,258 6,039 927.68 40,258 27,375 927.16 40,258 6,441 927.69 40,258 27,778 927.17 40,258 6,844 927.70 40,258 28,181 927.18 40,258 7,246 927.71 40,258 28,583 927.19 40,258 7,649 927.72 40,258 28,986 927.20 40,258 8,052 927.73 40,258 29,388 927.21 40,258 8,454 927.74 40,258 29,791 927.22 40,258 8,857 927.75 40,258 30,194 927.23 40,258 9,259 927.76 40,258 30,596 927.24 40,258 9,662 927.77 40,258 30,999 927.25 40,258 10,065 927.78 40,258 31,401 927.26 40,258 10,467 927.79 40,258 31,804 927.27 40,258 10,870 927.80 40,258 32,206 927.28 40,258 11,272 927.81 40,258 32,609 927.29 40,258 11,675 927.82 40,258 33,012 927.30 40,258 12,077 927.83 40,258 33,414 927.31 40,258 12,480 927.84 40,258 33,817 927.32 40,258 12,883 927.85 40,258 34,219 927.33 40,258 13,285 927.86 40,258 34,622 927.34 40,258 13,688 927.87 40,258 35,024 927.35 40,258 14,090 927.88 40,258 35,427 927.36 40,258 14,493 927.89 40,258 35,830 927.37 40,258 14,895 927.90 40,258 36,232 927.38 40,258 15,298 927.91 40,258 36,635 927.39 40,258 15,701 927.92 40,258 37,037 927.40 40,258 16,103 927.93 40,258 37,440 927.41 40,258 16,506 927.94 40,258 37,843 927.42 40,258 16,908 927.95 40,258 38,245 927.43 40,258 17,311 927.96 40,258 38,648 927.44 40,258 17,714 927.97 40,258 39,050 927.45 40,258 18,116 927.98 40,258 39,453 927.46 40,258 18,519 927.99 40,258 39,855 927.47 40,258 18,921 928.00 40,258 40,258 927.48 40,258 19,324 927.49 40,258 19,726 927.50 40,258 20,129 927.51 40,258 20,532 927.52 40,258 20,934 PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 54 Summary for Link 1 L: North Inflow Area = 2.754 ac, 53.30% Impervious, Inflow Depth = 2.31" for 10 YEAR event Inflow = 5.84 cfs @ 12.06 hrs, Volume= 0.530 of Primary = 5.84 cfs @ 12.06 hrs, Volume= 0.530 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs PROPOSED Type 11 24 -hr 10 YEAR Rainfall=4.22" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 55 Summary for Link 2L: East Inflow Area = 33.944 ac, 44.83% Impervious, Inflow Depth = 1.84" for 10 YEAR event Inflow = 29.50 cfs @ 12.46 hrs, Volume= 5.216 of Primary = 29.50 cfs @ 12.46 hrs, Volume= 5.216 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 56 Summary for Subcatchment P1: Runoff = 76.19 cfs @ 12.23 hrs, Volume= 7.310 af, Depth= 4.47" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 9.890 61 >75% Grass cover, Good, HSG B 9.753 98 Unconnected pavement, HSG B 19.643 79 Weighted Average 9.890 50.35% Pervious Area 9.753 49.65% Impervious Area 9.753 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 57 Summary for Subcatchment P2: Runoff = 9.50 cfs @ 12.16 hrs, Volume= 0.795 af, Depth= 4.57" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 1.050 98 Paved parking, HSG B 1.036 61 >75% Grass cover, Good, HSG B 2.086 80 Weighted Average 1.036 49.66% Pervious Area 1.050 50.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.9 200 0.0100 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 58 Summary for Subcatchment P3: Runoff = 5.13 cfs @ 12.00 hrs, Volume= 0.279 af, Depth= 5.02" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 0.250 61 >75% Grass cover, Good, HSG B 0.418 98 Paved parkinq, HSG B 0.668 84 Weighted Average 0.250 37.43% Pervious Area 0.418 62.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 9.0 89 0.0225 0.16 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 59 Summary for Subcatchment P4: Runoff = 1.96 cfs @ 12.16 hrs, Volume= 0.159 af, Depth= 3.10" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 0.531 61 >75% Grass cover, Good, HSG B 0.085 98 Paved parkinq, HSG B 0.616 66 Weighted Average 0.531 86.20% Pervious Area 0.085 13.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.6 257 0.0190 0.19 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 60 Summary for Subcatchment P5: Runoff = 9.09 cfs @ 12.23 hrs, Volume= 0.896 af, Depth= 5.47" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 0.541 61 >75% Grass cover, Good, HSG B 1.426 98 Paved parkinq, HSG B 1.967 88 Weighted Average 0.541 27.50% Pervious Area 1.426 72.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 61 Summary for Subcatchment P6A: Runoff = 21.83 cfs @ 12.01 hrs, Volume= 1.234 af, Depth= 5.13" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87" Area (ac) CN Description 1.041 61 >75% Grass cover, Good, HSG B 1.846 98 Paved parkinq, HSG B 2.887 85 Weighted Average 1.041 36.06% Pervious Area 1.846 63.94% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 62 Summary for Subcatchment P6113: Runoff = 3.23 cfs @ 12.02 hrs, Volume= 0.176 af, Depth= 2.61" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 0.809 61 >75% Grass cover, Good, HSG B 0.000 98 Paved parking, HSG B 0.809 61 Weighted Average 0.809 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 63 Summary for Subcatchment P7: Runoff = 20.38 cfs @ 12.02 hrs, Volume= 1.108 af, Depth= 3.93" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 2.184 61 >75% Grass cover, Good, HSG B 1.199 98 Unconnected pavement, HSG B 3.383 74 Weighted Average 2.184 64.56% Pervious Area 1.199 35.44% Impervious Area 1.199 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 77 0.0130 0.13 Sheet Flow, Grass: Short n=0.150 P2=2.84" PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 64 Summary for Subcatchment P8: Runoff = 11.47 cfs @ 12.01 hrs, Volume= 0.638 af, Depth= 4.79" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 0.691 61 >75% Grass cover, Good, HSG B 0.907 98 Unconnected pavement, HSG B 1.598 82 Weighted Average 0.691 43.24% Pervious Area 0.907 56.76% Impervious Area 0.907 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 65 Summary for Subcatchment P9: Area From City Runoff = 9.52 cfs @ 12.24 hrs, Volume= 0.916 af, Depth= 3.61" Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall=6.87' Area (ac) CN Description 3.041 71 3.041 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 30.0 Direct Entry, PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 66 Summary for Pond 1 P: SOUTH POND Inflow Area = 31.361 ac, 43.70% Impervious, Inflow Depth= 4.03" for 100 YEAR event Inflow = 109.12 cfs @ 12.20 hrs, Volume= 10.544 of Outflow = 65.57 cfs @ 12.46 hrs, Volume= 10.545 af, Atten= 40%, Lag= 16.1 min Primary = 65.57 cfs @ 12.46 hrs, Volume= 10.545 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Tertiary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 919.08' @ 12.46 hrs Surf.Area= 1.234 ac Storage= 2.611 of Plug -Flow detention time= 31.1 min calculated for 10.543 of (100% of inflow) Center -of -Mass det. time= 31.3 min ( 858.9 - 827.6 ) Volume Invert Avail.Storage Storaqe Description #1 916.00' 47.148 of Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 916.00 0.000 0.000 0.000 917.00 0.864 0.432 0.432 918.00 1.042 0.953 1.385 919.00 1.221 1.131 2.516 920.00 1.389 1.305 3.821 921.00 1.532 1.460 5.282 922.00 1.742 1.637 6.919 923.00 2.151 1.947 8.866 924.00 2.538 2.344 11.210 925.00 3.114 2.826 14.036 926.00 4.204 3.659 17.695 927.00 10.146 7.175 24.870 928.00 11.470 10.808 35.678 929.00 11.470 11.470 47.148 Device Routinq Invert Outlet Devices #1 Primary 916.00' 60.0" Round Culvert L= 50.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 916.00'/ 915.35' S=0.0130'/' Cc= 0.900 n= 0.012, Flow Area= 19.63 sf #2 Device 1 916.00' 10.0' long Broad -Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 2.00 2.50 3.00 4.00 5.00 Coef. (English) 2.64 2.68 2.65 2.64 2.64 2.64 2.64 2.64 #3 Secondary 921.20' 36.0" Round Culvert L= 49.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 921.20'/ 920.80' S=0.0082'/' Cc= 0.900 n= 0.013, Flow Area= 7.07 sf #4 Tertiary 928.50' 38.0' long x 15.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 67 Primary OutFlow Max=65.57 cfs @ 12.46 hrs HW=919.08' TW=0.00' (Dynamic Tailwater) 't--1 =Culvert (Barrel Controls 65.57 cfs @ 7.40 fps) L2=Broad-Crested Rectangular Weir (Passes 65.57 cfs of 142.49 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L3=Culvert ( Controls 0.00 cfs) Tertiary OutFlow Max=0.00 cfs @ 0.10 hrs HW=916.00' TW=0.00' (Dynamic Tailwater) L4= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 68 Stage -Area -Storage for Pond 1 P: SOUTH POND Elevation Surface Storage Elevation Surface Storage (feet) (acres) (acre-feet) (feet) (acres) (acre-feet) 916.00 0.000 0.000 923.95 2.519 11.084 916.15 0.130 0.010 924.10 2.596 11.467 916.30 0.259 0.039 924.25 2.682 11.863 916.45 0.389 0.087 924.40 2.768 12.271 916.60 0.518 0.156 924.55 2.855 12.693 916.75 0.648 0.243 924.70 2.941 13.128 916.90 0.778 0.350 924.85 3.028 13.575 917.05 0.873 0.475 925.00 3.114 14.036 917.20 0.900 0.608 925.15 3.277 14.515 917.35 0.926 0.745 925.30 3.441 15.019 917.50 0.953 0.886 925.45 3.605 15.548 917.65 0.980 1.031 925.60 3.768 16.101 917.80 1.006 1.180 925.75 3.931 16.678 917.95 1.033 1.333 925.90 4.095 17.280 918.10 1.060 1.490 926.05 4.501 17.913 918.25 1.087 1.651 926.20 5.392 18.655 918.40 1.114 1.816 926.35 6.284 19.530 918.55 1.140 1.985 926.50 7.175 20.540 918.70 1.167 2.158 926.65 8.066 21.683 918.85 1.194 2.335 926.80 8.958 22.960 919.00 1.221 2.516 926.95 9.849 24.370 919.15 1.246 2.702 927.10 10.278 25.891 919.30 1.271 2.890 927.25 10.477 27.448 919.45 1.297 3.083 927.40 10.676 29.034 919.60 1.322 3.279 927.55 10.874 30.651 919.75 1.347 3.479 927.70 11.073 32.297 919.90 1.372 3.683 927.85 11.271 33.972 920.05 1.396 3.891 928.00 11.470 35.678 920.20 1.418 4.102 928.15 11.470 37.398 920.35 1.439 4.316 928.30 11.470 39.119 920.50 1.460 4.534 928.45 11.470 40.840 920.65 1.482 4.755 928.60 11.470 42.560 920.80 1.503 4.978 928.75 11.470 44.280 920.95 1.525 5.206 928.90 11.470 46.001 921.10 1.553 5.436 921.25 1.585 5.672 921.40 1.616 5.912 921.55 1.647 6.156 921.70 1.679 6.406 921.85 1.711 6.660 922.00 1.742 6.919 922.15 1.803 7.185 922.30 1.865 7.460 922.45 1.926 7.744 922.60 1.987 8.038 922.75 2.049 8.341 922.90 2.110 8.652 923.05 2.170 8.974 923.20 2.228 9.303 923.35 2.286 9.642 923.50 2.344 9.989 923.65 2.403 10.345 923.80 2.461 10.710 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 69 Summary for Pond 2P: CB Inflow Area = 0.668 ac, 62.57% Impervious, Inflow Depth = 5.02" for 100 YEAR event Inflow = 5.13 cfs @ 12.00 hrs, Volume= 0.279 of Outflow = 5.13 cfs @ 12.00 hrs, Volume= 0.279 af, Atten= 0%, Lag= 0.0 min Primary = 5.13 cfs @ 12.00 hrs, Volume= 0.279 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 935.00' @ 12.00 hrs Surf.Area= 456 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 798.1 - 798.1 ) Volume Invert Avail.Storage Storaqe Description #1 935.00' 456 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 935.00 936.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 456 0 0 456 456 456 #2 Secondary Invert Outlet Devices 929.10' 12.0" Round RCP -Round 12" L= 108.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 929.10'/ 925.90' S=0.0296'/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf 935.50' 20.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 Primary OutFlow Max=8.11 cfs @ 12.00 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 12" (Barrel Controls 8.11 cfs @ 10.33 fps) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=935.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 70 Stage -Area -Storage for Pond 2P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 935.00 456 0 935.53 456 242 935.01 456 5 935.54 456 246 935.02 456 9 935.55 456 251 935.03 456 14 935.56 456 255 935.04 456 18 935.57 456 260 935.05 456 23 935.58 456 264 935.06 456 27 935.59 456 269 935.07 456 32 935.60 456 274 935.08 456 36 935.61 456 278 935.09 456 41 935.62 456 283 935.10 456 46 935.63 456 287 935.11 456 50 935.64 456 292 935.12 456 55 935.65 456 296 935.13 456 59 935.66 456 301 935.14 456 64 935.67 456 306 935.15 456 68 935.68 456 310 935.16 456 73 935.69 456 315 935.17 456 78 935.70 456 319 935.18 456 82 935.71 456 324 935.19 456 87 935.72 456 328 935.20 456 91 935.73 456 333 935.21 456 96 935.74 456 337 935.22 456 100 935.75 456 342 935.23 456 105 935.76 456 347 935.24 456 109 935.77 456 351 935.25 456 114 935.78 456 356 935.26 456 119 935.79 456 360 935.27 456 123 935.80 456 365 935.28 456 128 935.81 456 369 935.29 456 132 935.82 456 374 935.30 456 137 935.83 456 378 935.31 456 141 935.84 456 383 935.32 456 146 935.85 456 388 935.33 456 150 935.86 456 392 935.34 456 155 935.87 456 397 935.35 456 160 935.88 456 401 935.36 456 164 935.89 456 406 935.37 456 169 935.90 456 410 935.38 456 173 935.91 456 415 935.39 456 178 935.92 456 420 935.40 456 182 935.93 456 424 935.41 456 187 935.94 456 429 935.42 456 192 935.95 456 433 935.43 456 196 935.96 456 438 935.44 456 201 935.97 456 442 935.45 456 205 935.98 456 447 935.46 456 210 935.99 456 451 935.47 456 214 936.00 456 456 935.48 456 219 935.49 456 223 935.50 456 228 935.51 456 233 935.52 456 237 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 71 Summary for Pond 3P: CB Inflow Area = 0.616 ac, 13.80% Impervious, Inflow Depth = 3.10" for 100 YEAR event Inflow = 1.96 cfs @ 12.16 hrs, Volume= 0.159 of Outflow = 1.96 cfs @ 12.16 hrs, Volume= 0.159 af, Atten= 0%, Lag= 0.0 min Primary = 1.96 cfs @ 12.16 hrs, Volume= 0.159 of Secondary = 0.00 cfs @ 0.10 hrs, Volume= 0.000 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 934.00' @ 0.10 hrs Surf.Area= 4,519 sf Storage= 0 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 0.0 min ( 852.8 - 852.8 ) Volume Invert Avail.Storage Storaqe Description #1 934.00' 4,519 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 934.00 935.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 4,519 0 0 4,519 4,519 4,519 #2 Secondary Invert Outlet Devices 928.40' 15.0" Round RCP -Round 15" L= 12.0' RCP, sq.cut end projecting, Ke= 0.500 Inlet/ Outlet Invert= 928.40'/ 928.20' S=0.0167'/' Cc= 0.900 n= 0.013, Flow Area= 1.23 sf 934.40' 16.0' long x 8.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.43 2.54 2.70 2.69 2.68 2.68 2.66 2.64 2.64 2.64 2.65 2.65 2.66 2.66 2.68 2.70 2.74 Primary OutFlow Max=0.00 cfs @ 12.16 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L1=RCP_Round 15" (Passes 0.00 cfs of 13.18 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 0.10 hrs HW=934.00' TW=0.00' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir( Controls 0.00 cfs) PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 72 Stage -Area -Storage for Pond 3P: CB Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 934.00 4,519 0 934.53 4,519 2,395 934.01 4,519 45 934.54 4,519 2,440 934.02 4,519 90 934.55 4,519 2,485 934.03 4,519 136 934.56 4,519 2,531 934.04 4,519 181 934.57 4,519 2,576 934.05 4,519 226 934.58 4,519 2,621 934.06 4,519 271 934.59 4,519 2,666 934.07 4,519 316 934.60 4,519 2,711 934.08 4,519 362 934.61 4,519 2,757 934.09 4,519 407 934.62 4,519 2,802 934.10 4,519 452 934.63 4,519 2,847 934.11 4,519 497 934.64 4,519 2,892 934.12 4,519 542 934.65 4,519 2,937 934.13 4,519 587 934.66 4,519 2,983 934.14 4,519 633 934.67 4,519 3,028 934.15 4,519 678 934.68 4,519 3,073 934.16 4,519 723 934.69 4,519 3,118 934.17 4,519 768 934.70 4,519 3,163 934.18 4,519 813 934.71 4,519 3,208 934.19 4,519 859 934.72 4,519 3,254 934.20 4,519 904 934.73 4,519 3,299 934.21 4,519 949 934.74 4,519 3,344 934.22 4,519 994 934.75 4,519 3,389 934.23 4,519 1,039 934.76 4,519 3,434 934.24 4,519 1,085 934.77 4,519 3,480 934.25 4,519 1,130 934.78 4,519 3,525 934.26 4,519 1,175 934.79 4,519 3,570 934.27 4,519 1,220 934.80 4,519 3,615 934.28 4,519 1,265 934.81 4,519 3,660 934.29 4,519 1,311 934.82 4,519 3,706 934.30 4,519 1,356 934.83 4,519 3,751 934.31 4,519 1,401 934.84 4,519 3,796 934.32 4,519 1,446 934.85 4,519 3,841 934.33 4,519 1,491 934.86 4,519 3,886 934.34 4,519 1,536 934.87 4,519 3,932 934.35 4,519 1,582 934.88 4,519 3,977 934.36 4,519 1,627 934.89 4,519 4,022 934.37 4,519 1,672 934.90 4,519 4,067 934.38 4,519 1,717 934.91 4,519 4,112 934.39 4,519 1,762 934.92 4,519 4,157 934.40 4,519 1,808 934.93 4,519 4,203 934.41 4,519 1,853 934.94 4,519 4,248 934.42 4,519 1,898 934.95 4,519 4,293 934.43 4,519 1,943 934.96 4,519 4,338 934.44 4,519 1,988 934.97 4,519 4,383 934.45 4,519 2,034 934.98 4,519 4,429 934.46 4,519 2,079 934.99 4,519 4,474 934.47 4,519 2,124 935.00 4,519 4,519 934.48 4,519 2,169 934.49 4,519 2,214 934.50 4,519 2,260 934.51 4,519 2,305 934.52 4,519 2,350 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 73 Summary for Pond 4P: INFILTRATION BASIN - WEST Inflow Area = 1.598 ac, 56.76% Impervious, Inflow Depth = 4.79" for 100 YEAR event Inflow = 11.47 cfs @ 12.01 hrs, Volume= 0.638 of Outflow = 11.67 cfs @ 12.02 hrs, Volume= 0.638 af, Atten= 0%, Lag= 0.4 min Discarded = 0.03 cfs @ 11.90 hrs, Volume= 0.096 of Primary = 11.64 cfs @ 12.02 hrs, Volume= 0.542 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 931.26' @ 12.02 hrs Surf.Area= 3,000 sf Storage= 3,467 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 133.4 min ( 937.8 - 804.3 ) Volume Invert Avail.Storage Storaqe Description #1 929.70' 3,467 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 929.70 1,967 0 0 930.00 2,572 681 681 931.00 3,000 2,786 3,467 Device Routinq Invert Outlet Devices #1 Discarded 929.70' 0.450 in/hr Infiltration over Surface area #2 Primary 930.60' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.03 cfs @ 11.90 hrs HW=931.09' (Free Discharge) L1=Infiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=11.60 cfs @ 12.02 hrs HW=931.26' TW=917.50' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir (Weir Controls 11.60 cfs @ 2.19 fps) PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 74 Stage -Area -Storage for Pond 4P: INFILTRATION BASIN - WEST Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 929.70 1,967 0 930.76 2,897 2,759 929.72 2,007 40 930.78 2,906 2,817 929.74 2,048 80 930.80 2,914 2,875 929.76 2,088 122 930.82 2,923 2,934 929.78 2,128 164 930.84 2,932 2,992 929.80 2,169 207 930.86 2,940 3,051 929.82 2,209 251 930.88 2,949 3,110 929.84 2,249 295 930.90 2,957 3,169 929.86 2,290 341 930.92 2,966 3,228 929.88 2,330 387 930.94 2,974 3,288 929.90 2,370 434 930.96 2,983 3,347 929.92 2,411 482 930.98 2,991 3,407 929.94 2,451 530 931.00 3,000 3,467 929.96 2,491 580 931.02 3,000 3,467 929.98 2,532 630 931.04 3,000 3,467 930.00 2,572 681 931.06 3,000 3,467 930.02 2,581 732 931.08 3,000 3,467 930.04 2,589 784 931.10 3,000 3,467 930.06 2,598 836 931.12 3,000 3,467 930.08 2,606 888 931.14 3,000 3,467 930.10 2,615 940 931.16 3,000 3,467 930.12 2,623 993 931.18 3,000 3,467 930.14 2,632 1,045 931.20 3,000 3,467 930.16 2,640 1,098 931.22 3,000 3,467 930.18 2,649 1,151 931.24 3,000 3,467 930.20 2,658 1,204 931.26 3,000 3,467 930.22 2,666 1,257 930.24 2,675 1,310 930.26 2,683 1,364 930.28 2,692 1,418 930.30 2,700 1,472 930.32 2,709 1,526 930.34 2,718 1,580 930.36 2,726 1,635 930.38 2,735 1,689 930.40 2,743 1,744 930.42 2,752 1,799 930.44 2,760 1,854 930.46 2,769 1,909 930.48 2,777 1,965 930.50 2,786 2,020 930.52 2,795 2,076 930.54 2,803 2,132 930.56 2,812 2,188 930.58 2,820 2,245 930.60 2,829 2,301 930.62 2,837 2,358 930.64 2,846 2,415 930.66 2,854 2,472 930.68 2,863 2,529 930.70 2,872 2,586 930.72 2,880 2,644 930.74 2,889 2,701 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 75 Summary for Pond 5P: INFILTRATION BASIN - PARKING Inflow Area = 2.887 ac, 63.94% Impervious, Inflow Depth = 5.13" for 100 YEAR event Inflow = 21.83 cfs @ 12.01 hrs, Volume= 1.234 of Outflow = 22.47 cfs @ 12.02 hrs, Volume= 1.234 af, Atten= 0%, Lag= 0.4 min Discarded = 0.06 cfs @ 11.96 hrs, Volume= 0.107 of Primary = 22.41 cfs @ 12.02 hrs, Volume= 1.127 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 926.33' @ 12.02 hrs Surf.Area= 5,436 sf Storage= 5,631 cf Plug -Flow detention time= 61.8 min calculated for 1.234 of (100% of inflow) Center -of -Mass det. time= 62.0 min ( 858.2 - 796.3 ) Volume Invert Avail.Storage Storaqe Description #1 924.50' 5,631 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation (feet) 924.50 925.00 926.00 Device Routinq #1 Primary Surf.Area Inc.Store Cum.Store (sq -ft) (cubic -feet) (cubic -feet) 1,850 0 0 3,267 1,279 1,279 5,436 4,352 5,631 #2 Discarded Invert Outlet Devices 925.20' 7.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 924.50' 0.450 in/hr Infiltration over Surface area Discarded OutFlow Max=0.06 cfs @ 11.96 hrs HW=926.23' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=22.32 cfs @ 12.02 hrs HW=926.33' TW=922.34' (Dynamic Tailwater) 't-1 =Broad -Crested Rectangular Weir (Weir Controls 22.32 cfs @ 2.83 fps) PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 76 Stage -Area -Storage for Pond 5P: INFILTRATION BASIN - PARKING Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 924.50 1,850 0 925.56 4,482 3,449 924.52 1,907 38 925.58 4,525 3,539 924.54 1,963 76 925.60 4,568 3,630 924.56 2,020 116 925.62 4,612 3,722 924.58 2,077 157 925.64 4,655 3,814 924.60 2,133 199 925.66 4,699 3,908 924.62 2,190 242 925.68 4,742 4,002 924.64 2,247 287 925.70 4,785 4,098 924.66 2,303 332 925.72 4,829 4,194 924.68 2,360 379 925.74 4,872 4,291 924.70 2,417 427 925.76 4,915 4,389 924.72 2,473 476 925.78 4,959 4,487 924.74 2,530 526 925.80 5,002 4,587 924.76 2,587 577 925.82 5,046 4,687 924.78 2,644 629 925.84 5,089 4,789 924.80 2,700 683 925.86 5,132 4,891 924.82 2,757 737 925.88 5,176 4,994 924.84 2,814 793 925.90 5,219 5,098 924.86 2,870 850 925.92 5,262 5,203 924.88 2,927 908 925.94 5,306 5,308 924.90 2,984 967 925.96 5,349 5,415 924.92 3,040 1,027 925.98 5,393 5,522 924.94 3,097 1,088 926.00 5,436 5,631 924.96 3,154 1,151 926.02 5,436 5,631 924.98 3,210 1,214 926.04 5,436 5,631 925.00 3,267 1,279 926.06 5,436 5,631 925.02 3,310 1,345 926.08 5,436 5,631 925.04 3,354 1,412 926.10 5,436 5,631 925.06 3,397 1,479 926.12 5,436 5,631 925.08 3,441 1,548 926.14 5,436 5,631 925.10 3,484 1,617 926.16 5,436 5,631 925.12 3,527 1,687 926.18 5,436 5,631 925.14 3,571 1,758 926.20 5,436 5,631 925.16 3,614 1,830 926.22 5,436 5,631 925.18 3,657 1,902 926.24 5,436 5,631 925.20 3,701 1,976 926.26 5,436 5,631 925.22 3,744 2,050 926.28 5,436 5,631 925.24 3,788 2,126 926.30 5,436 5,631 925.26 3,831 2,202 926.32 5,436 5,631 925.28 3,874 2,279 925.30 3,918 2,357 925.32 3,961 2,436 925.34 4,004 2,515 925.36 4,048 2,596 925.38 4,091 2,677 925.40 4,135 2,760 925.42 4,178 2,843 925.44 4,221 2,927 925.46 4,265 3,012 925.48 4,308 3,097 925.50 4,352 3,184 925.52 4,395 3,271 925.54 4,438 3,360 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Paqe 77 Summary for Pond 6P: INFILTRATION BASIN - EAST Inflow Area = 3.696 ac, 49.95% Impervious, Inflow Depth = 4.23" for 100 YEAR event Inflow = 25.64 cfs @ 12.02 hrs, Volume= 1.302 of Outflow = 13.35 cfs @ 12.15 hrs, Volume= 1.302 af, Atten= 48%, Lag= 8.0 min Discarded = 0.14 cfs @ 12.15 hrs, Volume= 0.398 of Primary = 13.21 cfs @ 12.15 hrs, Volume= 0.905 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 922.62' @ 12.15 hrs Surf.Area= 13,247 sf Storage= 19,747 cf Plug -Flow detention time= 311.1 min calculated for 1.302 of (100% of inflow) Center -of -Mass det. time= 311.3 min ( 1,126.4 - 815.1 ) Volume Invert Avail.Storage Storaqe Description #1 920.90' 24,877 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 920.90 7,545 0 0 921.00 10,000 877 877 922.00 12,000 11,000 11,877 923.00 14,000 13,000 24,877 Device Routinq Invert Outlet Devices #1 Discarded 920.90' 0.450 in/hr Infiltration over Surface area #2 Primary 921.90' 8.0' long x 4.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32 Discarded OutFlow Max=0.14 cfs @ 12.15 hrs HW=922.62' (Free Discharge) 't--1 =Infiltration (Exfiltration Controls 0.14 cfs) Primary OutFlow Max=13.21 cfs @ 12.15 hrs HW=922.62' TW=918.25' (Dynamic Tailwater) L2= Broad -Crested Rectangular Weir (Weir Controls 13.21 cfs @ 2.28 fps) PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 78 Stage -Area -Storage for Pond 6P: INFILTRATION BASIN - EAST Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 920.90 7,545 0 921.96 11,920 11,399 920.92 8,036 156 921.98 11,960 11,638 920.94 8,527 321 922.00 12,000 11,877 920.96 9,018 497 922.02 12,040 12,118 920.98 9,509 682 922.04 12,080 12,359 921.00 10,000 877 922.06 12,120 12,601 921.02 10,040 1,078 922.08 12,160 12,844 921.04 10,080 1,279 922.10 12,200 13,087 921.06 10,120 1,481 922.12 12,240 13,332 921.08 10,160 1,684 922.14 12,280 13,577 921.10 10,200 1,887 922.16 12,320 13,823 921.12 10,240 2,092 922.18 12,360 14,070 921.14 10,280 2,297 922.20 12,400 14,317 921.16 10,320 2,503 922.22 12,440 14,566 921.18 10,360 2,710 922.24 12,480 14,815 921.20 10,400 2,917 922.26 12,520 15,065 921.22 10,440 3,126 922.28 12,560 15,316 921.24 10,480 3,335 922.30 12,600 15,567 921.26 10,520 3,545 922.32 12,640 15,820 921.28 10,560 3,756 922.34 12,680 16,073 921.30 10,600 3,967 922.36 12,720 16,327 921.32 10,640 4,180 922.38 12,760 16,582 921.34 10,680 4,393 922.40 12,800 16,837 921.36 10,720 4,607 922.42 12,840 17,094 921.38 10,760 4,822 922.44 12,880 17,351 921.40 10,800 5,037 922.46 12,920 17,609 921.42 10,840 5,254 922.48 12,960 17,868 921.44 10,880 5,471 922.50 13,000 18,127 921.46 10,920 5,689 922.52 13,040 18,388 921.48 10,960 5,908 922.54 13,080 18,649 921.50 11,000 6,127 922.56 13,120 18,911 921.52 11,040 6,348 922.58 13,160 19,174 921.54 11,080 6,569 922.60 13,200 19,437 921.56 11,120 6,791 922.62 13,240 19,702 921.58 11,160 7,014 922.64 13,280 19,967 921.60 11,200 7,237 922.66 13,320 20,233 921.62 11,240 7,462 922.68 13,360 20,500 921.64 11,280 7,687 922.70 13,400 20,767 921.66 11,320 7,913 922.72 13,440 21,036 921.68 11,360 8,140 922.74 13,480 21,305 921.70 11,400 8,367 922.76 13,520 21,575 921.72 11,440 8,596 922.78 13,560 21,846 921.74 11,480 8,825 922.80 13,600 22,117 921.76 11,520 9,055 922.82 13,640 22,390 921.78 11,560 9,286 922.84 13,680 22,663 921.80 11,600 9,517 922.86 13,720 22,937 921.82 11,640 9,750 922.88 13,760 23,212 921.84 11,680 9,983 922.90 13,800 23,487 921.86 11,720 10,217 922.92 13,840 23,764 921.88 11,760 10,452 922.94 13,880 24,041 921.90 11,800 10,687 922.96 13,920 24,319 921.92 11,840 10,924 922.98 13,960 24,598 921.94 11,880 11,161 923.00 14,000 24,877 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 79 Summary for Pond 7P: TRACK Inflow Area = 3.383 ac, 35.44% Impervious, Inflow Depth = 3.93" for 100 YEAR event Inflow = 20.38 cfs @ 12.02 hrs, Volume= 1.108 of Outflow = 19.37 cfs @ 12.05 hrs, Volume= 1.108 af, Atten= 5%, Lag= 1.8 min Discarded = 0.19 cfs @ 10.80 hrs, Volume= 0.237 of Primary = 19.19 cfs @ 12.05 hrs, Volume= 0.871 of Routing by Dyn-Stor-Ind method, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs Peak Elev= 927.08' @ 12.05 hrs Surf.Area= 40,258 sf Storage= 3,357 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 4.9 min ( 828.3 - 823.4 ) Volume Invert Avail.Storage Storaqe Description #1 927.00' 40,258 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 927.00 40,258 0 0 928.00 40,258 40,258 40,258 Device Routinq Invert Outlet Devices #1 Primary 927.00' 320.0' long x 10.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #2 Discarded 927.00' 0.200 in/hr Infiltration over Surface area Discarded OutFlow Max=0.19 cfs @ 10.80 hrs HW=927.00' (Free Discharge) L2=Infiltration (Exfiltration Controls 0.19 cfs) Primary OutFlow Max=19.16 cfs @ 12.05 hrs HW=927.08' TW=917.65' (Dynamic Tailwater) L1=113road-Crested Rectangular Weir (Weir Controls 19.16 cfs @ 0.72 fps) PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 80 Stage -Area -Storage for Pond 7P: TRACK Elevation Surface Storage Elevation Surface Storage (feet) (sq -ft) (cubic -feet) (feet) (sq -ft) (cubic -feet) 927.00 40,258 0 927.53 40,258 21,337 927.01 40,258 403 927.54 40,258 21,739 927.02 40,258 805 927.55 40,258 22,142 927.03 40,258 1,208 927.56 40,258 22,544 927.04 40,258 1,610 927.57 40,258 22,947 927.05 40,258 2,013 927.58 40,258 23,350 927.06 40,258 2,415 927.59 40,258 23,752 927.07 40,258 2,818 927.60 40,258 24,155 927.08 40,258 3,221 927.61 40,258 24,557 927.09 40,258 3,623 927.62 40,258 24,960 927.10 40,258 4,026 927.63 40,258 25,363 927.11 40,258 4,428 927.64 40,258 25,765 927.12 40,258 4,831 927.65 40,258 26,168 927.13 40,258 5,234 927.66 40,258 26,570 927.14 40,258 5,636 927.67 40,258 26,973 927.15 40,258 6,039 927.68 40,258 27,375 927.16 40,258 6,441 927.69 40,258 27,778 927.17 40,258 6,844 927.70 40,258 28,181 927.18 40,258 7,246 927.71 40,258 28,583 927.19 40,258 7,649 927.72 40,258 28,986 927.20 40,258 8,052 927.73 40,258 29,388 927.21 40,258 8,454 927.74 40,258 29,791 927.22 40,258 8,857 927.75 40,258 30,194 927.23 40,258 9,259 927.76 40,258 30,596 927.24 40,258 9,662 927.77 40,258 30,999 927.25 40,258 10,065 927.78 40,258 31,401 927.26 40,258 10,467 927.79 40,258 31,804 927.27 40,258 10,870 927.80 40,258 32,206 927.28 40,258 11,272 927.81 40,258 32,609 927.29 40,258 11,675 927.82 40,258 33,012 927.30 40,258 12,077 927.83 40,258 33,414 927.31 40,258 12,480 927.84 40,258 33,817 927.32 40,258 12,883 927.85 40,258 34,219 927.33 40,258 13,285 927.86 40,258 34,622 927.34 40,258 13,688 927.87 40,258 35,024 927.35 40,258 14,090 927.88 40,258 35,427 927.36 40,258 14,493 927.89 40,258 35,830 927.37 40,258 14,895 927.90 40,258 36,232 927.38 40,258 15,298 927.91 40,258 36,635 927.39 40,258 15,701 927.92 40,258 37,037 927.40 40,258 16,103 927.93 40,258 37,440 927.41 40,258 16,506 927.94 40,258 37,843 927.42 40,258 16,908 927.95 40,258 38,245 927.43 40,258 17,311 927.96 40,258 38,648 927.44 40,258 17,714 927.97 40,258 39,050 927.45 40,258 18,116 927.98 40,258 39,453 927.46 40,258 18,519 927.99 40,258 39,855 927.47 40,258 18,921 928.00 40,258 40,258 927.48 40,258 19,324 927.49 40,258 19,726 927.50 40,258 20,129 927.51 40,258 20,532 927.52 40,258 20,934 PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 © 2016 HydroCAD Software Solutions LLC Page 81 Summary for Link 1 L: North Inflow Area = 2.754 ac, 53.30% Impervious, Inflow Depth = 4.68" for 100 YEAR event Inflow = 11.82 cfs @ 12.06 hrs, Volume= 1.074 of Primary = 11.82 cfs @ 12.06 hrs, Volume= 1.074 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs PROPOSED Type 1124 -hr 100 YEAR Rainfall=6.87" Prepared by Hewlett-Packard Company Printed 2/3/2017 HydroCAD® 10.00-18 s/n 01280 @2016 HydroCAD Software Solutions LLC Page 82 Summary for Link 2L: East Inflow Area = 33.944 ac, 44.83% Impervious, Inflow Depth = 4.10" for 100 YEAR event Inflow = 72.56 cfs @ 12.42 hrs, Volume= 11.600 of Primary = 72.56 cfs @ 12.42 hrs, Volume= 11.600 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.10-72.00 hrs, dt= 0.01 hrs ANDERSON - JOHNSONA-ASSOCIATES,4wow � INC. LANDSCAPE ARCHITECTURE • SITEPLANNING • OvILENGiATERivG Storm Water Quality Calculations Criteria: Project Location Name Infiltration Area Calculations 1.00 inch of runoff from the NEW IMPERVIOUS areas must be infiltratfiltrated 48 hour infiltrationfiltration period Required Volume Tributary Impervious Area 0.917 acres Runoff Factor 1.0 Depth 1.00 inch Required Volume to InfiltratFiltrate 3330 cubic feet Volume provided below outlet elevation InfiltrationFiltration Area prope Surface Area Provided = 11362 sq. ft. Volume Provided = 14964 cubic feet (from HydroCAD) For portion of the infiltration area that lies over sand soils 100% InfiltrationFiltration rate for ; 0.450 in/hr Volume Infiltrated = Surface Area / 12 inches / foot * 48 hours * infiltration rate = Volume infiltratfiltrated = 20452 cubic feet For portion of the infiltrationfiltration area that lies over clay soils InfiltrationFiltration rate for : 0.060 in/hr 0% Volume infiltrationfiltration = Surface Area / 12 inches / foot * 48 hours * infiltrationfiltration rate = Volume infiltratfiltrated = 0 cubic feet Design Checks Total Volume required to be infiltratfiltrated 3330 cubic feet Total Volume infiltratfiltrated, based on design 20452 cubic feet OK Total Volume provided 14964 cubic feet OK P8 Urban Catchment Model, Version 3.5 Run Date 02/03/17 Case Monticello Middle School.p8c FirstDate 10/01/78 Precip(in) 29.5 Title Monticello Middle School LastDate 09/30/79 Rain(in) 23.22 PrecFile MSP_4908.pcp Events 64 Snow(in) 6.29 PartFile nurp50.p8p TotalHrs 8618 TotalYrs 0.98 File Directory P:\1project\wold\Monticello Schools\Middle School\Stormwater Related\p8\ Case Title Monticello Middle School Case File Monticello Middle School.p8c Particle File nurp50.p8p Temperature File MSP_4808.tmp Storm File MSP_4908.pcp Precip Scale Factor 1 Watersheds 3 Devices 5 Particles 5 WQ Components 7 Start Date 09/05/78 Keep Date 10/01/78 Stop Date 09/30/79 Storm Count 64 Total Hours 8618 Wet Hours 909 Precip (in) 30 Rain (in) 23 Snowfall (in) 6 Snowmelt (in) 6 EvapoTran(in) 21 Overall TSS Removal(%) 1 Water Balance Error(%) 0 TSS Mass Balance Error (%) 0 ), | «)}f! P8 Urban Catchment Model, Version 3.5 Run Date 02/03/17 Case Monticello Middle School.p8c FirstDate 10/01/78 Precip(in) 29.5 Title Monticello Middle School LastDate 09/30/79 Rain(in) 23.22 PrecFile MSP_4908.pcp Events 64 Snow(in) 6.29 PartFile nurp50.p8p TotalHrs 8618 TotalYrs 0.98 Devices Listed in Downstream Order Device: Aquifer -Out Type: AQUIFER Infilt from watershed P6A Infilt from watershed P613 Infilt from watershed P8 Device: INFILTRATION BASIN - EAST Type: INF_BASIN Discharges spillway to PIPE OUT Runoff from watershed P613 Device: INFILTRATION BASIN - PARKIN Type: INF_BASIN Discharges spillway to PIPE OUT Runoff from watershed P6A Device: INFILTRATION BASIN -WEST Type: INF_BASIN Discharges spillway to PIPE OUT Runoff from watershed P8 Device: PIPE OUT Type: PIPE P8 Urban Catchment Model, Version 3.5 Units J BASIN - EAST kSIN - PARKING I BASIN - WEST Run Date 02/03/17 Case Monticello Middle School.p8c FirstDate 10/01/78 Precip(in) 29.5 Title Monticello Middle School LastDate 09/30/79 Rain(in) 23.22 PrecFile MSP_4908.pcp Events 64 Snow(in) 6.29 PartFile nurp50.p8p TotalHrs 8618 TotalYrs 0.98 Hydraulics Sedimentation rates assume bulk density of 1 ton per cubic yard of wet sediment Variable Units J BASIN - EAST kSIN - PARKING I BASIN - WEST Total Inflow ac -ft 0.17 4.42 2.21 Total Outflow ac -ft 0.00 1.31 0.20 Mean Inflow cfs 0.00 0.01 0.00 Mean Outflow cfs 0.00 0.00 0.00 Max Inflow cfs 0.13 2.29 1.13 Max Outflow cfs 0.00 2.25 1.10 Min Elev ft 920.91 924.51 929.71 Max Elev ft 920.93 925.21 930.66 Max Velocity ft/sec 0.00 0.00 0.00 Wet Period % 0.00 12.73 8.39 WtrBal Error ac -ft 0.00 0.00 0.00 WtrBal Error% % 0.00 0.00 0.00 Max Area acres 0.18 0.09 0.07 Mean Hyd Load in/day 0.03 1.74 1.14 Max Hyd Load in/hr 0.71 26.69 17.18 Sed Rate Mass tons/ac-yr 0.02 6.63 4.67 Sed Rate Vol yd3/yr 0.00 0.56 0.30 Sed Rate Depth in/yr 0.00 0.05 0.03 Max Volume ac -ft 0.01 0.05 0.05 Direct Watershed acres 0.81 2.89 1.60 Unit Runoff inches/yr 2.56 18.68 16.89 P8 Urban Catchment Model, Version 3.5 perm p Run Date 02/03/17 Case Monticello Middle School.p8c FirstDate 10/01/78 Precip(in) 29.5 Title Monticello Middle School LastDate 09/30/79 Rain(in) 23.22 PrecFile MSP_4908.pcp Events 64 Snow(in) 6.29 PartFile nurp50.p8p TotalHrs 8618 TotalYrs 0.98 Watershed areas contributing surface runoff to each device wtrshd perm p total p total impery impery runoff area volume depth area volume depth acres acres % in/yr acres ac -ft ft acres ac -ft ft INFILTRATION BA! 0.81 0.00 0.00 2.56 0.27 0.24 0.90 0.27 0.24 0.90 INFILTRATION BA! 2.89 1.84 63.90 18.68 0.09 0.04 0.53 0.09 0.04 0.53 INFILTRATION BA! 1.60 0.91 56.80 16.89 0.07 0.05 0.82 0.07 0.05 0.82 TOTAL 5.29 2.75 51.99 15.68 0.42 0.34 0.81 0.42 0.34 0.81 Normalized device areas & volumes vs. performance (tss removal) wi = impervious watershed area draining directly into device (acres) wt = total watershed area draining directly into device(acres) ap = permanent pool area (acres) vp = permanent pool volume (ac -ft) at = total device area (acres) vt = total device volume (ac -ft) impery total flood p hydraulic tss ap/wi vp/wi ap/wt vp/wt at/wt vt/wt load removal device type % inches % inches % inches ft/yr % INFILTRATION BA! INF BASIN 0.00 0.00 33.50 3.63 33.50 3.63 0.64 99.97 INFILTRATION BA! INF BASIN 4.61 0.29 2.95 0.19 2.95 0.19 52.86 90.51 INFILTRATION BA! INF BASIN 7.16 0.70 4.07 0.40 4.07 0.40 34.61 98.73 TOTAL NONE 15.30 1.50 7.95 0.78 7.95 0.78 16.43 93.25 P8 Urban Catchment Model, Version 3.5 Flow_acft Flow_cfs Run Date 02/03/17 Case Monticello Middle School.p8c FirstDate 10/01/78 Precip(in) 29.5 Title Monticello Middle School LastDate 09/30/79 Rain(in) 23.22 PrecFile MSP_4908.pcp Events 64 Snow(in) 6.29 PartFile nurp50.p8p TotalHrs 8618 TotalYrs 0.98 Mass Balances by Device and Variable Device: OVERALL Type: NONE Variable: TSS Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 12.43 0.02 1835.4 1866.9 54.34 03 infiltrate 5.29 0.01 209.3 212.9 14.55 04 exfiltrate 5.29 0.01 0.0 0.0 0.00 05 filtered 0.00 0.00 209.3 212.9 06 normal outlet 7.13 0.01 123.7 125.8 6.38 08 sedimen + decay 0.00 0.00 1502.2 1528.0 09 total inflow 12.43 0.02 1835.4 1866.9 54.34 10 surface outflow 7.13 0.01 123.7 125.8 6.38 11 groundw outflow 5.29 0.01 0.0 0.0 0.00 12 total outflow 12.43 0.02 123.7 125.8 3.66 13 total trapped 0.00 0.00 1711.5 1740.9 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.2 0.2 Reduction (%) 0.00 0.00 93.2 93.2 Device: OVERALL Type: NONE Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 12.43 0.02 6.2 6.3 0.18 03 infiltrate 5.29 0.01 2.2 2.3 0.15 04 exfiltrate 5.29 0.01 0.1 0.1 0.01 05 filtered 0.00 0.00 2.1 2.1 06 normal outlet 7.13 0.01 1.0 1.0 0.05 O8 sedimen + decay 0.00 0.00 3.0 3.0 09 total inflow 12.43 0.02 6.2 6.3 0.18 10 surface outflow 7.13 0.01 1.0 1.0 0.05 11 groundw outflow 5.29 0.01 0.1 0.1 0.01 12 total outflow 12.43 0.02 1.2 1.2 0.03 13 total trapped 0.00 0.00 5.0 5.1 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 81.2 81.2 Device: INFILTRATION BASIN - EAST Type: INF -BASIN Variable: TSS Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 0.17 0.00 6.8 6.9 14.75 03 infiltrate 0.17 0.00 0.7 0.7 1.49 04 exfiltrate 0.17 0.00 0.0 0.0 0.00 05 filtered 0.00 0.00 0.7 0.7 08 sedimen + decay 0.00 0.00 6.1 6.2 09 total inflow 0.17 0.00 6.8 6.9 14.75 11 groundw outflow 0.17 0.00 0.0 0.0 0.00 12 total outflow 0.17 0.00 0.0 0.0 0.00 13 total trapped 0.00 0.00 6.8 6.9 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 100.0 100.0 Device: INFILTRATION BASIN - EAST Type: INF -BASIN Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 0.17 0.00 0.1 0.1 0.13 03 infiltrate 0.17 0.00 0.0 0.0 0.10 04 exfiltrate 0.17 0.00 0.0 0.0 0.01 05 filtered 0.00 0.00 0.0 0.0 08 sedimen + decay 0.00 0.00 0.0 0.0 09 total inflow 0.17 0.00 0.1 0.1 0.13 11 groundw outflow 0.17 0.00 0.0 0.0 0.01 12 total outflow 0.17 0.00 0.0 0.0 0.01 13 total trapped 0.00 0.00 0.1 0.1 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 92.5 92.5 Device: INFILTRATION BASIN - PARKING Type: INF -BASIN Variable: TSS Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 4.42 0.01 1224.4 1245.4 101.97 03 infiltrate 3.11 0.00 128.5 130.7 15.19 04 exfiltrate 3.11 0.00 0.0 0.0 0.00 05 filtered 0.00 0.00 128.5 130.7 07 spillway outlet 1.31 0.00 116.1 118.1 32.72 08 sedimen + decay 0.00 0.00 979.7 996.5 09 total inflow 4.42 0.01 1224.4 1245.4 101.97 10 surface outflow 1.31 0.00 116.1 118.1 32.72 11 groundw outflow 3.11 0.00 0.0 0.0 0.00 12 total outflow 4.42 0.01 116.1 118.1 9.67 13 total trapped 0.00 0.00 1108.2 1127.2 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.1 0.1 Reduction (%) 0.00 0.00 90.5 90.5 Device: INFILTRATION BASIN - PARKING Type: INF -BASIN Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 4.42 0.01 4.0 4.1 0.33 03 infiltrate 3.11 0.00 1.3 1.4 0.16 04 exfiltrate 3.11 0.00 0.1 0.1 0.01 05 filtered 0.00 0.00 1.2 1.3 07 spillway outlet 1.31 0.00 0.8 0.8 0.22 08 sedimen + decay 0.00 0.00 1.9 1.9 09 total inflow 4.42 0.01 4.0 4.1 0.33 10 surface outflow 1.31 0.00 0.8 0.8 0.22 11 groundw outflow 3.11 0.00 0.1 0.1 0.01 12 total outflow 4.42 0.01 0.9 0.9 0.07 13 total trapped 0.00 0.00 3.1 3.2 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 78.2 78.2 Device: INFILTRATION BASIN -WEST Type: INF -BASIN Variable: TSS Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 2.21 0.00 604.1 614.5 100.50 03 infiltrate 2.01 0.00 80.1 81.5 14.66 04 exfiltrate 2.01 0.00 0.0 0.0 0.00 05 filtered 0.00 0.00 80.1 81.5 07 spillway outlet 0.20 0.00 7.5 7.7 13.83 08 sedimen + decay 0.00 0.00 516.3 525.2 09 total inflow 2.21 0.00 604.1 614.5 100.50 10 surface outflow 0.20 0.00 7.5 7.7 13.83 11 groundw outflow 2.01 0.00 0.0 0.0 0.00 12 total outflow 2.21 0.00 7.5 7.7 1.25 13 total trapped 0.00 0.00 596.5 606.7 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.1 0.1 Reduction (%) 0.00 0.00 98.7 98.7 Device: INFILTRATION BASIN -WEST Type: INF -BASIN Variable: TP Mass Balance Term Flow_acft Flow_cfs Load -lbs Load_lbs/yr Conc_ppm 01 watershed inflows 2.21 0.00 2.0 2.0 0.33 03 infiltrate 2.01 0.00 0.8 0.9 0.16 04 exfiltrate 2.01 0.00 0.1 0.1 0.01 05 filtered 0.00 0.00 0.8 0.8 07 spillway outlet 0.20 0.00 0.1 0.1 0.15 O8 sedimen + decay 0.00 0.00 1.1 1.1 09 total inflow 2.21 0.00 2.0 2.0 0.33 10 surface outflow 0.20 0.00 0.1 0.1 0.15 11 groundw outflow 2.01 0.00 0.1 0.1 0.01 12 total outflow 2.21 0.00 0.1 0.1 0.02 13 total trapped 0.00 0.00 1.9 1.9 14 storage increase 0.00 0.00 0.0 0.0 15 mass balance check 0.00 0.00 0.0 0.0 Reduction (%) 0.00 0.00 93.1 93.1 ANDERSON - JOHNSON ' ASSOCIATES, Z. INC. 4.,,. L4NDSC4PEARCHITECTURE • SITEPLAAXING • CIVILENGiATERING Soils Reports (Subsurface Exploration for Structural Properties) Geotechnical Evaluation Report Monticello Middle School Site Improvements 800 Broadway Street East Monticello, Minnesota Prepared for Independent School District #882 Professional Certification: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional €pgineer under the laws of the State of Minna$*. M• R(, V ••.16. •. LICENSED PROFESSIONAL Victor M. Roethler, PE _ ENGINEER Project Engineer N 53634 License Number: 53634 ,A December 6 2016 �' •• •• Project B1609708 Braun Intertec Corporation BRAUN I NTE RTEC The Science You Build On. December 6, 2016 Mr. Bruce Hanson Independent School District #882 Monticello Public Schools 302 Washington Street Monticello, MN 55362 Re: Geotechnical Evaluation Monticello Middle School Site Improvements 800 Broadway Street East Monticello, Minnesota Dear Mr. Hanson: Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Project B1609708 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com We are pleased to present this Geotechnical Evaluation Report for the proposed site improvements at the Monticello Middle School. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date please contact Vic Roethler at 218.263.8869 (vroethler@braunintertec.com) Sincerely, BRAUN INTERTEC CORPORATION V Victor M. Roethler, PE Project Engineer c� Daniel B. Mahrt, PE Associate Principal — Principal Engineer c: Kyle Water, ICS Consulting, Inc. Table of Contents Description Page A. Introduction......................................................................................................................................1 A.1. Project Description..............................................................................................................1 A.2. Purpose................................................................................................................................1 A.3. Background Information and Reference Documents..........................................................2 A.4. Scope of Services.................................................................................................................2 B. Results ..............................................................................................................................................3 B.1. Geologic Overview..............................................................................................................3 B.2. Boring Results.....................................................................................................................3 B.3. Groundwater.......................................................................................................................4 B.4. Laboratory Test Results.......................................................................................................4 C. Recommendations...........................................................................................................................5 C.1. Design and Construction Discussion...................................................................................5 C.1.a. Loading Dock Construction....................................................................................5 C.1.b. Pavement Construction..........................................................................................5 C.1.c. Disturbance of Pavement Subgrades.....................................................................5 C.1.d. Tennis Court Improvements...................................................................................5 C.1.e. Reuse of On-site Soils.............................................................................................6 C.2. Site Grading and Subgrade Preparation..............................................................................6 C.2.a. Loading Dock Wall Excavations..............................................................................6 C.2.b. Parking Lot Pavement Subgrade Preparation........................................................6 C.2.c. Tennis Court Pavement Subgrade Preparation......................................................6 C.2.d. General...................................................................................................................7 C.2.e. Excavation Dewatering...........................................................................................7 C.2.f. Pavement Subgrade Proofroll................................................................................7 C.2.g. Fill Materials and Compaction................................................................................7 C.3. Loading Dock Wall...............................................................................................................9 C.3.a. Foundations............................................................................................................9 C.3.b. Seepage Control.....................................................................................................9 C.3.c. Wall Backfill............................................................................................................9 C.3.d. Lateral Pressures..................................................................................................10 C.4. Frost Protection.................................................................................................................10 C. 5. Parking Lot Pavements and Exterior Slabs........................................................................12 C.5.a. Design Sections....................................................................................................12 C.5.b. Concrete Pavements............................................................................................12 C.5.c. Bituminous Pavement Materials..........................................................................12 C.5.d. Subgrade Drainage...............................................................................................13 C.5.e. Performance and Maintenance...........................................................................13 C.6. Tennis Court Pavements...................................................................................................14 C.6.a. Pavement Section................................................................................................14 C.7. Stormwater........................................................................................................................14 D. Procedures......................................................................................................................................15 D.1. Penetration Test Borings...................................................................................................15 D.2. Exploration Logs................................................................................................................15 D.2.a. Log of Boring Sheets.............................................................................................15 D.2.b. Geologic Origins...................................................................................................15 BRAUN INTERTEC Table of Contents (continued) Description Page D.3. Material Classification and Testing...................................................................................16 D.3.a. Visual and Manual Classification..........................................................................16 D.3.b. Laboratory Testing...............................................................................................16 D.4. Groundwater Measurements............................................................................................16 E. Qualifications ..................................................................................................................................16 E.1. Variations in Subsurface Conditions..................................................................................16 E.1.a. Material Strata.....................................................................................................16 E.1.b. Groundwater Levels.............................................................................................17 E.2. Continuity of Professional Responsibility..........................................................................17 E.2.a. Plan Review..........................................................................................................17 E.2.b. Construction Observations and Testing ...............................................................17 E.3. Use of Report.....................................................................................................................17 E.4. Standard of Care................................................................................................................18 Appendix Soil Boring Location Sketch Log of Boring Sheets ST -1 to ST -10 Descriptive Terminology of Soil BRAUN NTERTEC A. Introduction A.1. Project Description This Geotechnical Evaluation Report addresses the proposed design and construction of the site improvements at the Monticello Middle School. The project will include new parking lot pavements and tennis courts, a new loading dock area and stormwater improvements. Table 1 below provides additional project details. Table 1. Site Aspects and Details Aspect Parking Lot Tennis Courts Loading Dock Area Stormwater Pond *Equivalent 18,000 -Ib single axle loads based on 20 -year design. A.2. Purpose Details ■ Located on the southwest corner of campus ■ We assume traffic will consist of light passenger vehicles and occasional buses ■ We assume grades will remain within 1 to 2 feet of existing ■ Bituminous surfaced ■ Light-duty: 50,000 ESALs* ■ Heavy-duty: 100,000 ESALs* ■ Located on the southwest corner of campus ■ We assume grades will remain within 1 to 2 feet of existing ■ Located on south end of school ■ Top of wall will match existing grade (Provided) ■ Wall subgrade elevation will require a 4 foot cut (Provided) ■ Concrete loading dock pavements (Assumed) ■ Located on the northeast corner of campus ■ Pond bottom depth of about 5 feet The purpose of this geotechnical evaluation was to characterize subsurface geologic conditions at selected exploration locations, evaluate their impact, and provide recommendations for the design and construction of the proposed parking lot and tennis court pavements, loading dock area and stormwater improvements. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 2 A.3. Background Information and Reference Documents We reviewed the following information: ■ A partial survey sketch showing boring locations, provided by ICS Consulting, Inc. (ICS). ■ Communications with Mr. Kyle Walter, ICS, regarding preliminary design details. We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation, analyses and/or recommendations. AA Scope of Services We performed our scope of services for the project in accordance with our Proposal for a Geotechnical Evaluation to Mr. Bruce Hanson, Monticello Public Schools, dated October 5, 2016, and authorized on October 10, 2016. The following list describes the geotechnical tasks completed in accordance with our authorized scope of services. ■ Reviewing the background information and reference documents previously cited. ■ Staking and clearing the exploration location of underground utilities. ICS selected and we staked the new exploration locations. We acquired the surface elevations and locations with GPS technology using the State of Minnesota's permanent GPS base station network. The Soil Boring Location Sketch included in the Appendix shows the approximate locations of the borings. ■ Performing 10 standard penetration test (SPT) borings, denoted as ST -1 to ST -10, to nominal depths of 10 to 20 feet below grade across the site. ■ Performing laboratory testing on select samples to aid in soil classification and engineering analysis. ■ Preparing this report containing a boring location sketch, logs of soil borings, a summary of the soils encountered, results of laboratory tests, and recommendations for subgrade preparation, selection and placement of excavation backfill and fill, and design of pavements, exterior slabs, stormwater improvements and retaining walls. Our scope of services did not include environmental services or testing, and the personnel performing the evaluation are not trained to provide environmental services or testing. We can provide these services or testing at your request. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 3 B. Results B.1. Geologic Overview We based the geologic origins used in this report on the soil types, in-situ and laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. B.2. Boring Results Table 2 provides a summary of the soil boring results, in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive Terminology sheets in the Appendix include definitions of abbreviations used in Table 2. Table 2. Subsurface Profile Summary* Soil Type - Range of Penetration Strata ASTM Commentary and Details Classification Resistances ■ Encountered in Borings ST -2 to ST -10 Topsoil fill SM Predominantly black, SM. ■ Thicknesses at boring locations varied from 10 to 18 inches. ■ General penetration resistance indicates that the fill SP SP -SM, was poorly to moderately compacted. Fill SM 3 to 16 BPF 0 Moisture condition generally dry to moist. ■ Thicknesses at boring locations varied from 1 to 9 feet. ■ General penetration resistance of 6 to 15 BPF, indicating the sands were generally loose to Glacial medium dense. deposits SP, SP -SM 2 to 27 BPF E Sands were generally fine to coarse grained and contained occasional silt lenses and seams. ■ Moisture condition generally moist to dry above observed or measure groundwater *Abbreviations defined in the attached Descriptive Terminology sheets. For simplicity in this report, we define fill to mean existing, uncontrolled or undocumented fill. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 4 13.3. Groundwater Table 3 summarizes the depths where we observed groundwater; the attached Log of Boring sheets in the Appendix also include this information and additional details. Borings that did not encounter groundwater are not included in this table. Table 3. Groundwater Summary Surface Measured or Estimated Corresponding Location Depth to Groundwater Groundwater Elevation Elevation (ft) (ft) ST -1 932.6 18 914 ST -9 922.5 10 912 ST -10 921.8 7 914 At the time of our observation, the groundwater surface elevation appeared to be about elevation 912 to 9141/2 feet. Project planning should expect groundwater will fluctuate in relation to seasonal and annual rainfall conditions. 13.4. Laboratory Test Results The boring logs show the results of moisture content and sieve analyses testing we performed, next to the tested sample depth. The moisture content of the sands varied from approximately 2 to 8 percent, indicating that the material was below its probable optimum moisture content. Our mechanical analyses indicated that the sands encountered in the upper 5 to 6 feet generally contained 5 to 13 percent silt and clay by weight. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 5 C. Recommendations C.1. Design and Construction Discussion C.1.a. Loading Dock Construction The existing fill encountered in Boring ST -1 near the proposed loading dock wall area appeared to be poorly to moderately compacted. We are not aware of any records of compaction testing or compaction of that material, therefore we must assume the fill was placed in an uncontrolled manner and should not be relied upon to support structural loads. The existing fill should be completely removed and replaced with engineered fill from below loading dock wall foundations and their oversize area. C.1.b. Pavement Construction In general, the soils directly below the topsoil fill are anticipated to consist of a mixture of native and previously filled poorly graded sand, poorly graded sand with silt and silty sand, which generally appears to be suitable for support of pavements. Construction directly over undocumented fill includes a risk of settlement due to the unknown nature of placement, consistency and compaction of the fill. However, since grade changes are negligible in the proposed pavement areas and the fill generally appears to have been compacted, the risk of settlement, in our opinion, can be considered limited and reasonable to be assumed by the owner. If the risk is not acceptable, the fill should be removed and replaced with engineered fill. C.1.c. Disturbance of Pavement Subgrades The contractor should note the on-site silty soils are susceptible to disturbance due to repeated construction traffic and/or exposure to precipitation. Disturbance of these soils may cause areas that were previously prepared or suitable for pavement support to become unstable and require addition moisture conditioning, compaction, and/or subcutting. Care should be taken to avoid disturbing the on- site soils. C.1.d. Tennis Court Improvements Typically, tennis court improvements with paved surfaces are very intolerant to settlement and movement related to frost heave due to the potential for tripping hazards caused by cracking and differential pavement movement. From a settlement and frost heave standpoint, the underlying silty sand fill present to at least 4 feet below grade are not well suited for subgrade support in accordance with typical industry standards, and should be removed and replaced with non -frost susceptible materials BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 6 CA.e. Reuse of On-site Soils Non-organic, on-site sand soils are generally anticipated to be suitable for reuse as fill and backfill below pavements and around loading dock wall foundations, expect for areas requiring a frost -free material or drainage material. However, the on-site soils may require drying or watering to achieve proper compaction. C.2. Site Grading and Subgrade Preparation C.2.a. Loading Dock Wall Excavations We recommend removing existing fill from below the loading dock wall and associated oversize area. Based on the soils encountered in Boring ST -1, excavations to remove existing fill are anticipated to extend to a depth of 9 feet. After removal of existing fill, the underlying poorly graded sand is well suited for support of structural fill and support of the loading dock wall. C.2.b. Parking Lot Pavement Subgrade Preparation For subgrade preparation of new pavement areas, we recommend removal of any topsoil, topsoil fill and organic soils until suitable non-organic soils are encountered. Based on the soils encountered in Borings ST -2 through ST -8, we anticipate excavations to remove topsoil fill to range from 1 to 1 % feet deep. After removal of topsoil fill, we anticipate underlying subgrade soils will consist of primarily of silty sand fill with lesser amounts of poorly graded sand and poorly graded sand with silt (SP -SM). If organic soils extend greater than 3 feet below the parking lot pavement subgrades, they may potentially be left in place if a certain amount of risk due to settlement and heave is acceptable to the owner; however; we should review all field conditions prior to leaving organic soils in place below pavements. We recommend that the pavement subgrades be scarified to a depth of at least 6 inches, moisture conditioned, then surface compacted using a smooth drum roller capable of producing a centrifugal force of at least 30,000 pounds. C.2.c. Tennis Court Pavement Subgrade Preparation In addition to the recommendations provided above for parking lot pavement subgrades, and in order to reduce the risk of frost heave and to provide long term serviceability of the tennis court pavements, we recommend removing existing silty sand fill and any other frost susceptible soils noted in the excavations to a minimum depth of 4 feet below the court subgrades. If unsuitable soils are present beyond four feet, we recommend the excavation be extended until these soils are fully removed. However, if the owner BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 7 chooses to accept a slightly increased risk of settlement, consideration could be given to leaving the silty sand fill in place below four feet. Further evaluation of the excavation subgrades by a geotechnical engineer during construction can help further evaluate this risk. C.2.d. General Excavation depths will vary between the boring locations, Portions of the excavations may also be deeper than indicated by the borings. Prior to fill or foundation placement, we recommend all subgrades be reviewed by a geotechnical engineer or qualified technician to observed the bottom soils are suitable for fill and similar to the soils encountered by the borings. C.2.e. Excavation Dewatering If present, we recommend groundwater or accumulated water be removed from excavations or subgrades prior to fill placement or construction. C.2.f. Pavement Subgrade Proofroll After preparing the parking lot and tennis pavement subgrades as described above and prior to the placement of additional fill or aggregate base, we recommend proofrolling the subgrade soils with a fully loaded tandem -axle truck. We also recommend having a geotechnical representative observe the proofroll. Areas that fail the proofroll likely indicate soft or weak areas that will require additional soil correction work to support pavements. The contractor should correct areas that display excessive yielding or rutting during the proofroll, as determined by the geotechnical representative. Possible options for subgrade correction include moisture conditioning and recompaction, subcutting and replacement with soil or crushed aggregate, chemical stabilization and/or geotextiles. We recommend performing a second proofroll after the aggregate base material is in place, and prior to placing bituminous or concrete pavement. Where subgrades consist of clean sand (SP) soils, proofrolling should not be conducted until after placement of the aggregate base C.2.g. Fill Materials and Compaction Table 4 below contains our recommendations for fill materials. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 8 Table 4. Fill Materials* We recommend spreading fill in loose lifts of approximately 12 inches thick. We recommend compacting fill in accordance with the criteria presented below in Table 5. The project documents should specify relative compaction of fill, based on the structure located above the fill, and vertical proximity to that structure. Table 5. Compaction Recommendations Summary Reference Below wall foundations and oversizing zones Within 3 feet of pavement subgrade More than 3 feet below pavement subgrade Below landscaped surfaces Adjacent to loading dock wall Relative Moisture Content Variance from Optimum, Compaction, percent percenta a points (ASTM D698 — < 12% Passing #200 Sieve > 12% Passing #200 Sieve Standard Proctor) (typically SP, SP -SM) (typically SM) 95 ±3 -1 to +3 100 ±3 -1 to +3 95 ±3 ±3 90 ±5 ±4 95* ±3 -1 to +3 *Increase compaction requirement to meet compaction required for structure supported by this fill. BRAUN INTERTEC Possible Soil Type Additional Locations To Be Used Fill Classification Gradation Descriptions Requirements ■ Below wall foundations ■ Below parking lot pavements Structural fill SPSP-SMSM , , 100% passing 2 -inch sieve < 2% Organic ■ Below tennis court < 20% passing #200 sieve Content (OC) pavements, more than 4 feet below court ■ Below tennis court pavements, within 4 100% passing 1 -inch sieve Non -frost - feet of court GP, GW, SP, SW < 50% passing #40 sieve < 2% OC susceptible fill ■ Within 2 feet behind < 5% passing #200 sieve loading dock walls Behind loading dock SP SW SP -SM 100% passing 3 -inch sieve Retained fill < 2% OC walls, beyond 2 feet SW -SM, SM < 20% passing #200 sieve Below landscaped surfaces, where Non-structural fill 100% passing 6 -inch sieve < 10% OC subsidence is not a concern * Fill materials should satisfy the approved Response Action Plan (RAP), or applicable environmental requirements. * More select soils comprised of coarse sands with < 5% passing #200 sieve may be needed to accommodate work occurring in periods of wet or freezing weather. We recommend spreading fill in loose lifts of approximately 12 inches thick. We recommend compacting fill in accordance with the criteria presented below in Table 5. The project documents should specify relative compaction of fill, based on the structure located above the fill, and vertical proximity to that structure. Table 5. Compaction Recommendations Summary Reference Below wall foundations and oversizing zones Within 3 feet of pavement subgrade More than 3 feet below pavement subgrade Below landscaped surfaces Adjacent to loading dock wall Relative Moisture Content Variance from Optimum, Compaction, percent percenta a points (ASTM D698 — < 12% Passing #200 Sieve > 12% Passing #200 Sieve Standard Proctor) (typically SP, SP -SM) (typically SM) 95 ±3 -1 to +3 100 ±3 -1 to +3 95 ±3 ±3 90 ±5 ±4 95* ±3 -1 to +3 *Increase compaction requirement to meet compaction required for structure supported by this fill. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 9 The project documents should not allow the contractor to use frozen material as fill or to place fill on frozen material. Frost should not penetrate under foundations during construction. We recommend performing density tests in fill to evaluate if the contractors are effectively compacting the soil and meeting project requirements. C.3. Loading Dock Wall The following comments and recommendations may be used in loading dock wall design and construction; however, final design responsibility will rest with the wall design engineer. Subgrade preparation, fill materials and placement of fill for the wall should be performed as describe above in Section C.2. C.3.a. Foundations Assuming the loading dock wall foundations bear in suitable engineered fill, it is our opinion the wall foundations can be designed using a maximum allowable bearing capacity of 4,000 psf. This recommended bearing capacity assumes a geotechnical engineer observes the wall foundation subgrade prior to foundation or fill placement. For frost protection, we recommend embedding wall footings at least 60 inches below the lowest exterior grade. C.3.b. Seepage Control As a precaution against below -grade seepage from perched or infiltrated water, we recommend installing weep holes though the loading dock walls, just above the exterior slab elevation. C.3.c. Wall Backfill Unless a drainage composite in placed against the backs of the exterior walls, we recommend that backfill placed as wall backfill within 2 feet of the wall (drainage zone) consist of sand having less than 50 percent of the particles by weight passing a #40 sieve and less than 5 percent of the particles by weight passing a #200 sieve. Outside of the drainage zone (clean sand backfill or drainage composite), we recommend the backfill of exterior walls consist of sand. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 10 C.3.d. Lateral Pressures Below -grade wall design can be based on active earth pressure conditions if the walls are allowed to rotate slightly. If rotation cannot be tolerated, then design should be based on at -rest earth pressure conditions. Rotation up to 0.002 times the wall height is generally required when walls are backfilled with sand. Recommended equivalent fluid pressures for wall design based on active and at -rest earth pressure conditions are presented below in Table 6. Assumed wet unit backfill weights, and internal friction angles are also provided. The recommended equivalent fluid pressures in particular assume a level backfill. If additional loads are placed within a horizontal distance behind the walls that is equal to the height of the walls, we should be consulted to review the recommended below grade wall parameters and potential impacts to the wall. Our design values also assume that the walls are drained so that water cannot accumulate behind the walls. Table 6. Recommended Below -Grade Wall Design Parameters Wet Unit Friction Angle Equivalent Fluid Pressure, Equivalent Fluid Pressure, Backfill Weight Active Case At -Rest Case (Pcf) (deg) (Pcf) (Pcf) Sand* 1 120 1 32 1 37 1 56 *To design for sand backfill, excavations required for wall construction should be wide enough and flat enough so that sand is present within a zone that (1) extends at least two horizontal feet beyond the bottom outer edges of the wall footings (the wall heel, not the stem) and then (2) rises up and away from the wall at an angle no steeper than 60 degrees from horizontal. For the purposes of the above tabulation, sands should meet the gradation requirements of Section C.2.g. Resistance to lateral earth pressures will be provided by passive resistance against the below grade wall footings, and by sliding resistance along the bottoms of the wall footings. We recommend assuming a passive pressure equal to 350 pcf and a sliding coefficient equal to 0.45. CA Frost Protection We consider the silty sand to be slightly frost susceptible. While the proposed construction will remove the majority of these soils, unfavorable amounts of heaving could occur if these soils become saturated and freeze. Grading to direct surface drainage away from buildings helps limit the potential for saturation and subsequent heaving to occur. Still, even limited amounts of movement can create tripping hazards. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 11 One method to help limit the potential for heaving to occur is to remove frost -susceptible soils present below the overlying slab or pavement area down to bottom -of -footing grades, and replace the excavated material with non -frost -susceptible fill. We recommend providing drainage at the base of the subcut, as well as gradual transitions from this subcut (3H:1V or flatter gradient). Figure 1 shows an illustration summarizing some of the recommendations above. Figure 1. Frost Protection Geometry Illustration PAVEMENT OR SLAB FROST - DEPTH NON -FROST -SUSCEPTIBLE FILL t3H:1V SLOPE IN (FROST -SUSCEPTIBLE TRANSITIONS MATERIALS SLOPE TO DRAIN TILE_/ WHERE SUBGRADE WOULD COLLECT WATER DRAIN TILE ROUTED TO SUITABLE DISPOSAL SITE WHEN SUBGRADE WOULD COLLECT WATER An alternative method to reduce the risk of heaving is to support the slabs on frost -depth footings, and suspend the slabs at least 4 inches above the underlying subgrade soils. With this alternative, we recommend making accommodations for differential frost heave at transition areas. Over the life of the pavement or slab, cracks may develop and joints may open up, which will expose the subgrade and allow water to enter the subgrade. This water entering the subgrade increases the likelihood of heave. It will be critical that the owner develop a detailed maintenance program to repair any cracks and joints that may develop during the useful life of the various surface features. The maintenance program should pay special attention to areas where dissimilar materials abut one another, where construction joints occur and where shrinkage cracks develop. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 12 C.S. Parking Lot Pavements and Exterior Slabs C.S.a. Design Sections Our scope of services for this project did not include laboratory tests on subgrade soils to determine an R -value for pavement design. Based on our experience with similar sand soils anticipated at the pavement subgrade elevation, we recommend pavement design assume an R -value of 30. Note the contractor may need to perform limited removal of unsuitable or less suitable soils to achieve this value. Table 7 provides recommended pavement sections, based on the soils support and traffic loads. We based the concrete pavement designs on a modulus of subgrade reaction (k) of 150 pci. Table 7. Recommended Bituminous Pavement Sections Use Light Duty Heavy Duty Minimum asphalt thickness (inches) 1 %2 (wear course) 2 (wear course) 2 (non -wear course) 2 (non -wear course) Minimum concrete thickness (inches) 5 6 Minimum aggregate base thickness 6 under bituminous pavements (inches) 8 Minimum aggregate base thickness 4 4 under concrete pavements (inches) C.S.b. Concrete Pavements We assumed the concrete pavement sections in Table 7 will have edge support. We recommend placing an aggregate base below the pavement to provide a suitable subgrade for concrete placement, reduce faulting and help dissipate loads. Appropriate mix designs, panel sizing, jointing, doweling and edge reinforcement are critical to performance of rigid pavements. We recommend you contact your civil engineer to determine the final design or consult with us for guidance on these items. C.S.c. Bituminous Pavement Materials We recommend specifying crushed aggregate base meeting the requirements of Minnesota Department of Transportation (MnDOT) Specification 3138 for Class 5. We recommend that the bituminous wear and base courses meet the requirements of Specifications 2360, Type SP. We recommend the aggregate gradations for the asphalt mixes meet Gradation B for the base course and Gradation B or A for the BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 13 surface course. Gradation A contains a smaller aggregate size than Gradation B and will provide a surface with less visible aggregate, which is desirable for some owners. We recommend the Performance Graded Asphalt cement be a PG 58-28. (If additional resistance to rutting, scuffing and dimpling is desired, we recommend utilizing a PG 64-28. If additional resistance to cold weather cracking is desirable, we recommend utilizing a PG 58-34.) We recommend that the aggregate base be compacted to a minimum of 100 percent of its maximum standard Proctor dry density. We recommend that the bituminous pavement be compacted to at least 92 percent of the maximum theoretical Rice density. C.5.d. Subgrade Drainage We recommend installing perforated drainpipes throughout pavement areas at low points, around catch basins, and behind curb in landscaped areas. We also recommend installing drainpipes along pavement and exterior slab edges where exterior grades promote drainage toward those edge areas. The contractor should place drainpipes in small trenches, extended at least 8 inches below the granular subbase layer, or below the aggregate base material where no subbase is present. C.5.e. Performance and Maintenance We based the above pavement designs on a 20 -year performance life for bituminous and a 35 -year life for concrete. This is the amount of time before we anticipate the pavement will require reconstruction. This performance life assumes routine maintenance, such as seal coating and crack sealing. The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. It is common to place the non -wear course of bituminous and then delay placement of wear course. For this situation, we recommend evaluating if the reduced pavement section will have sufficient structure to support construction traffic. Many conditions affect the overall performance of the exterior slabs and pavements. Some of these conditions include the environment, loading conditions and the level of ongoing maintenance. With regard to bituminous pavements in particular, it is common to have thermal cracking develop within the first few years of placement, and continue throughout the life of the pavement. We recommend developing a regular maintenance plan for filling cracks in exterior slabs and pavements to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 14 C.6. Tennis Court Pavements C.6.a. Pavement Section We recommend the following minimum tennis court pavement section: • 11/2 inches wear course (SPWEA230C). • 11/2 inches non -wear course (SPWEA230C). • 8 inches Class 5 aggregate base. We recommend compacting the aggregate base to a minimum of 100 percent of its maximum standard Proctor dry density or to the requirements of MnDOT Specification 2211.3.D.2.c. (2014) for use of the dynamic cone penetrometer (DCP). We recommend compacting bituminous pavement per the requirements of MnDOT Specification 2360. C.7. Stormwater We estimated infiltration rates for some of the soils we encountered in Borings ST -9 and ST -10 near the proposed stormwater pond area, as listed in Table 8. These infiltration rates represent the long-term infiltration capacity of a practice and not the capacity of the soils in their natural state. Field testing, such as with a double -ring infiltrometer (ASTM D3385), may justify the use of higher infiltration rates. However, we recommend adjusting field test rates by the appropriate correction factor, as provided for in the Minnesota Stormwater Manual or as allowed by the local watershed. We recommend consulting the Minnesota Stormwater Manual for stormwater design. Table 8. Estimated Design Infiltration Rates Based on Soil Classification Soil Type Infiltration Rate (inches/hour) Sands with less than 12% fines, 0'8 poorly graded or well graded sands Silty sands, silty gravelly sands 0.45 * From Minnesota Stormwater Manual. Rates may differ at individual sites. Fine-grained soils (silts and clays), topsoil or organic matter that mixes into or washes onto the soil will lower the permeability. The contractor should maintain and protect infiltration areas during construction. Furthermore, organic matter and silt washed into the system after construction can fill the BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 15 soil pores and reduce permeability over time. Proper maintenance is important for long-term performance of infiltration systems. This geotechnical evaluation does not constitute a review of site suitability for stormwater infiltration or evaluate the potential impacts, if any, from infiltration of large amounts of stormwater. D. Procedures D.I. Penetration Test Borings We drilled the penetration test borings with a floatation tire -mounted core and auger drill equipped with hollow -stem auger. We performed the borings in general accordance with ASTM D1586 taking penetration test samples at 2 1/2- or 5 -foot intervals. The boring logs show the actual sample intervals and corresponding depths. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials, and present the results of penetration resistance and other in-situ tests performed. The logs also present the results of laboratory tests performed on penetration test samples, and groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. D.2.1b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance and other in-situ testing performed for the project, (4) laboratory BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 16 test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. D.3. Material Classification and Testing D.3.a. Visual and Manual Classification We visually and manually classified the geologic materials encountered in accordance with ASTM D2488. The Appendix includes a chart explaining the classification system. D.3.b. Laboratory Testing The exploration logs in the Appendix note most of the results of the laboratory tests performed on geologic material samples. The remaining laboratory test results follow the exploration logs. We performed the tests in general accordance with ASTM or AASHTO procedures. DA Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings, and again after auger withdrawal. We then filled the boreholes or allowed them to remain open for an extended period of observation, as noted on the boring logs. E. Qualifications E.I. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation and thickness, away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 17 variations could increase construction costs, and we recommend including a contingency to accommodate them. EA.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. E.2. Continuity of Professional Responsibility E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction -related geotechnical engineer -of -record responsibilities. E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. BRAUN INTERTEC ISD #882 Project B1609708 December 6, 2016 Page 18 EA Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN NTERTEC Appendix u Ampwr - z r - � � � �, � ``w - � � a..� `� ,rte►, ��,.� ��,, ,�• _ �- _�` ,�_ + 11 - �} -�'-+ l•a�; fir'+--' ,LyJ 'l tv wf r i�� '4 w � :�►FC�'4.. _`il�� _ _ � .. S � I "frit DENOTES APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING B RAU N' I NTE RTEC Braun Project B1609708 GEOTECHNICAL EVALUATION Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota LOG OF BORING BORING: ST -1 LOCATION: See attached sketch. Z DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 m o Elev. Depth o feet feet Description of Materials m 932.6 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) c n FILL J FILL: Silty Sand, fine- to coarse-grained, with Gravel, x _ brown to light brown, moist to dry. `o 6 a 928.6 4.0 E FILL FILL: Poorly Graded Sand, fine- to coarse-grained, trace Gravel to with Gravel, light brown to dark brown, d ry. .Q Y' 923.6 9.0 I SCALE: 1" = 4' BPF WL MC P200 Tests or Notes 9 6 Benchmark: Elevations were obtained using GPS and the State of Minnesota's permanent base station network. MC=5% X 16 4 5 MC=4% -V 6 SP POORLY GRADED SAND, fine- to coarse-grained, with Gravel, with occasional Silt lenses, light brown and brown, dry, medium dense. 17 (Glacial Outwash) — X 24 o — �/ 20 914.6 18.0 17 w SP- POORLY GRADED SAND with SILT, fine- to An open triangle in _ SM coarse-grained, with Gravel, brown, waterbearing, _ the water level U, loose. (WL) column > (Glacial Outwash) indicates the depth at Q 911.6 21.0 10 grounldwater was END OF BORING. observed while Water observed at 18 feet while drilling. drilling. _ _ Groundwater ° Water not observed to cave-in depth of 7 feet levels fluctuate immediately after withdrawal of auger. - U o — Boring immediately backfilled. — O W B1609708 Braun Intertec Corporation ST -1 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 BORING: ST -2 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth C: feet feet Description of Materials BPF WL MC P200 Tests or Notes 931.2 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % n FILL FILL: Silty Sand, trace roots and fibers, black, moist. x _ (Topsoil Fill) a 929.7 1.5 SP- :;•:: _ POORLY GRADED SAND with SILT, fine- to SM medium -grained, trace Gravel, brown, dry, loose. (GlacialOutwash) _� 6 5 7 MC=5% 00 927.2 4.0 SP POORLY GRADED SAND, fine- to medium -grained, with Gravel, brown, moist, loose. (GlacialOutwash) X 5 925.2 6.0 Q SP- POORLY GRADED SAND with SILT, fine- to _ SM coarse-grained, with Gravel, with Silt lenses, brown to o light brown, moist to dry, medium dense. (Glacial Outwash) 15 920.2 11.0 19 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 5 feet immediately after withdrawal of auger. — Boring immediately backfilled. ti 0 c� 0 81609708 Braun Intertec Corporation ST -2 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 BORING: ST -3 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota Z DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16I SCALE: 1" = 4' m o Elev. Depth o feet feet Description of Materials BPF WL Tests or Notes m 930.9 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) c n FILL FILL: Silty Sand, trace roots and fibers, black, moist. x 929.9 1.0 (Topsoil Fill) o SP POORLY GRADED SAND, fine- to medium -grained, T — brown, dry, loose. (GlacialOutwash) 5 0 _ 0 926.9 4.0 E SP- POORLY GRADED SAND with SILT, fine- to SM coarse-grained, trace Gravel to with Gravel, brown, moist to dry, loose to medium dense. X 27 — (Glacial Outwash) — a 919.9 11.0 10 0 c� 0 81609708 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 4 feet immediately after withdrawal of auger. — Boring immediately backfilled. — Braun Intertec Corporation ST -3 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 BORING: ST -4 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth C: feet feet Description of Materials BPF WL MC P200 Tests or Notes 930.7 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % n FILL111, FILL: Silty Sand, trace roots and fibers, black, moist. x _>OOC (Topsoil Fill) a 929.2 1.5 _ FILL FILL: Silty Sand, fine- to medium -grained, with Gravel, � dark brown and brown, moist. 7 8 13 MC=8% O _ _O 0- E - E 924.7 6.0 a SP- POORLY GRADED SAND with SILT, fine- to b _ SM coarse-grained, with Gravel, brown to light brown, o moist, medium dense. _�/ 16 — (Glacial Outwash) /\ 919.7 11.0 21 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 5 feet immediately after withdrawal of auger. — Boring immediately backfilled. ti 0 c� 0 81609708 Braun Intertec Corporation ST -4 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 BORING: ST -5 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth C: feet feet Description of Materials BPF WL MC Tests or Notes 921.3 11.0 X 19 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 4 feet immediately after withdrawal of auger. — Boring immediately backfilled. ti 0 c� 0 81609708 Braun Intertec Corporation ST -5 page 1 of 932.3 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % n FILL111, FILL: Silty Sand, trace roots and fibers, black, moist. x 931.3 1.0 (Topsoil Fill) T o FILL FILL: Poorly Graded Sand, fine- to medium -grained, —>00C trace Gravel, brown, dry. 1>OOC2 2 MC=2% 0 928.3 4.0 E FILLFILL: Poorly Graded Sand with Silt, fine- to medium -grained, with black Silt inclusions, with Gravel 0 brown, dry. X 8 6 MC=6% > 926.3 6.0 � Q SP- POORLY GRADED SAND with SILT, fine- to b _ SM coarse-grained, with Gravel, dark brown, moist, _ o medium dense. — _V 20 (Glacial Outwash) /\ 921.3 11.0 X 19 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 4 feet immediately after withdrawal of auger. — Boring immediately backfilled. ti 0 c� 0 81609708 Braun Intertec Corporation ST -5 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 I BORING: ST -6 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth C: feet feet Description of Materials BPF WL MC P200 Tests or Notes 931.5 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % n FILL111, FILL: Silty Sand, trace roots and fibers, black, moist. x _ (Topsoil Fill) a 930.0 1.5 _ FILLFILL: Poorly Graded Sand with Silt, fine- to medium -grained, brown, dry. 6 5 7 MC=5% a 927.5 4.0 E FILL FILL: Poorly Graded Sand, fine- to medium -grained, with Gravel to trace Gravel, brown with black Silty Sand 0 inclusions, dry. u 5 5 MC=5% a � 924.5 7.0 a SP- POORLY GRADED SAND with SILT, fine- to _ SM medium -grained to fine-grained, with Silt lenses, light _� 6 brown, moist, loose. (Glacial Outwash) — 920.5 11.0 V 6 END OF BORING. Water not observed while drilling Water not observed to cave-in depth of 4 feet immediately after withdrawal of auger. Boring immediately backfilled ti V' — 00 O n O — e -I O N — N H U X — Q N U U O W F Z_ O Z B1609708 Braun Intertec Corporation ST -6 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 BORING: ST -7 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth o feet feet Uescription of Materials BPF WL Tests or Notes m 931.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) C: co X 930.2 0.8 FILL FILL: Silty Sand, trace roots and fibers, black, moist. FILL (Topsoil Fill) FILL: Silty Sand, fine- to medium -grained, with Gravel, — brown, moist to dry. — 5 _� 0 927.0 4.0 E SP- POORLY GRADED SAND with SILT, fine- to SM coarse-grained, trace Gravel to with Gravel, with Silt seams, brown, moist, very loose to loose. X 3 •Q — (Glacial Outwash) — U — — N d _ 8 d (n - 920.0 11.0 X 8 0 c� 0 81609708 END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 4 feet immediately after withdrawal of auger. — Boring immediately backfilled. — Braun Intertec Corporation ST -7 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 BORING: ST -8 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth o feet feet Description of Materials BPF WL m 929.7 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) c n FILL111, FILL: Silty Sand, trace roots and fibers, black, moist. a1— >O<X (Topsoil Fill) _ a 928.2 1.5 _ FILL FILL: Silty Sand, fine- to medium -grained, trace _ � Gravel, dark brown, moist. _ 8 6 0 925.7 4.0 E SP- POORLY GRADED SAND with SILT, fine- to SM coarse-grained, with Silt seams, dark brown to brown, moist, loose. 5 923.7 6.0 (GlacialOutwash) Q SP- SM POORLY GRADED SAND with SILT, fine- to _ medium -grained, brown, moist, very loose to loose. — o (Glacial Outwash) \/ 3 _ v 5 918.7 11.0 /\ END OF BORING. Water not observed while drilling. Water not observed to cave-in depth of 5 feet immediately after withdrawal of auger. — Boring immediately backfilled. ti 0 c� 0 81609708 Braun Intertec Corporation Tests or Notes ST -8 page 1 of' BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 BORING: ST -9 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. a 915.5 7.0 a SP- POORLY GRADED SAND with SILT, fine- to _ SM medium -grained, trace Gravel, with occasional Silt _� 4 seams, brown, wet to 10 feet then waterbearing, very - loose to loose. — (Glacial Outwash) 17 X4 6 ° 906.5 16.0 8 ti END OF BORING. Water observed at 10 feet while drilling. Water observed at 13 feet with 14 1/2 feet of D — hollow -stem auger in the ground. Z Water not observed to cave-in depth of 10 feet Q immediately after withdrawal of auger. m a Boring immediately backfilled 0 o — X - Q N U U O W 81609708 Braun Intertec Corporation ST -9 page 1 of Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth o feet feet Description of Materials BPF WL Tests or Notes m 922.5 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) c nFILL FILL: Silty Sand, trace roots and fibers, black, moist. x _>OOC (Topsoil Fill) a 921.0 1.5 _ FILL FILL: Silty Sand, fine- to medium -grained, dark brown, moist. 3 918.5 4.0 a E SP- POORLY GRADED SAND with SILT, fine- to SM coarse-grained, with Gravel, brown, moist, loose. (GlacialOutwash) 10 a 915.5 7.0 a SP- POORLY GRADED SAND with SILT, fine- to _ SM medium -grained, trace Gravel, with occasional Silt _� 4 seams, brown, wet to 10 feet then waterbearing, very - loose to loose. — (Glacial Outwash) 17 X4 6 ° 906.5 16.0 8 ti END OF BORING. Water observed at 10 feet while drilling. Water observed at 13 feet with 14 1/2 feet of D — hollow -stem auger in the ground. Z Water not observed to cave-in depth of 10 feet Q immediately after withdrawal of auger. m a Boring immediately backfilled 0 o — X - Q N U U O W 81609708 Braun Intertec Corporation ST -9 page 1 of BRAUN' LOG OF BORING I NTE RTEC Braun Project B1609708 I BORING: ST -10 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Monticello Middle School Site Improvements 0 800 Broadway Street East Monticello, Minnesota DRILLER: B. Kammermeier I METHOD: 3 1/4" HSA, Autohammer DATE: 10/13/16 I SCALE: 1" = 4' m o Elev. Depth o feet feet Description of Materials BPF WL Tests or Notes m 921.8 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) c n FILL FILL: Silty Sand, with roots and fibers, black, moist. x 920.3 1.5 (Topsoil Fill) SP- POORLY GRADED SAND with SILT, fine- to SM coarse-grained, with Gravel, brown, moist, loose. (GlacialOutwash) —� 7 a 917.8 4.0 SP POORLY GRADED SAND, fine- to medium -grained, trace Gravel, light brown to brown, moist to 7 feet then waterbearing, very loose to medium dense. X 6 .Q — (Glacial Outwash)17 — U — _ N d X2 V 5 o _ ° 905.8 16.0 14 ti W END OF BORING Water observed at 7 feet while drilling. Water observed at 12 feet with 14 1/2 feet of D — hollow -stem auger in the ground. Z Water not observed to cave-in depth of 10 feet Q immediately after withdrawal of auger. m a Boring immediately backfilled 0 o — U OC X — Q N U U O W 81609708 Braun Intertec Corporation ST -10 page 1 of BRAUN INTERTEC Descriptive Terminology of Soil Standard D 2487 Classification of Soils for Engineering Purposes o.. (Unified Soil Classification System) Sol s Classification Criteria for Assigning Group Symbols and OL Group Names Using Laboratory Tests a o Gravels Clean Gravels C" �t 4 and 1 ! C� : 31 m More than 50% of Less than 5% fines r C.< 4 and/or 1 > C>3 ° y 5 coarse fraction ` a >y retained on Gravels with Fines Fines classify as ML or MH Z o No. 4 sieve More than 12% Hines a Fines classify as CL or CH o m n� Sands Clean Sands C" > 6 and 1 C C< < 3 c r 6 50% or more of Less than 5% fines C.< 6 andlor 1 > C,> 3 m v m coarse fraction Sands with Fines Fines classify as ML or MH E asses No. 4 sieve More than 12°%' Fines classify as CL or CH C PI > 7 and plots on or above "A" line f w r a Silts and Clays Inorganic PI < 4 or plots below "A" line o c V) T Liquid limit less than 50 Organic Liquid limit - oven dried < 0.75 m a N Liquid limit - not dried m 0 m 5 N PI plats on or above "A" line E Silts and clays Liquid limit Inorganic PI plots below "A" line _ i Z ii: 50 or more Liquid limit- oven dried Organic < 0.75 0 Liquid limit -not dried Highly Organic Soils Primarily organic matter, dark in color and organic odor Descriptive Terminology of Soil Standard D 2487 Classification of Soils for Engineering Purposes o.. (Unified Soil Classification System) Sol s Classification Group OL Symbol Group Name' GW Well -graded gravel GP Poorly graded gravel ° GM Silty gravel If' GC Clayey gravel "9 SW Well -graded sand n SP Poorly graded sand " SM Silty sand rqn SC Clayevsand rgn CL Lean day x " ML Silt x i m OL Organlc day x OL Organic silt CH Fat clay x I " MH Elastic silt" m OH Organic clay x P OH Organic silt' m a PT Peat a. Based on the material passing the 3 -inch (75mm) sieve. b. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders or both" to group name c. C„ = Deo/Dm C _ (D30)z Dio x D6o d. If soil contains >_15 % sand, add "with sand" to group name. e. Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay f. If fines classify as CL -ML, use dual symbol GC -GM or SC -SM. g. If fines are organic, add "with organic fines: to group name. h. If soil contains >_15 % gravel, add "with gravel" to group name. i. Sand with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt SW -SC well -graded sand with clay SP -SM poorly graded sand with silt SP -SC poorly graded sand with clay j. If Atterberg limits plot in hatched area, soil is a CL -ML, silty clay. k. If soil contains 10 to 29% plus No. 200, add "with sand" or "with gravel" whichever is predominant. I. If soil contains >_ 30°% plus No. 200, predominantly sand, add "sandy" to group name. m. If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. n. PI >_ 4 and plots on or above "A" line. o. PI < 4 or plots below "A" line. p. PI plots on or above "A" lines. q. PI plots below "A" line. Ov 50- 40, 0-40. 0- 30 - . G 20- Gv MH (ir OH M FL 10- 7 „u� aMH i OH . 0 l 10 16 20 30 40 50 60 70 80 30 100 110 Liquid Limit (LL) Laboratory Tests DD Dry density, pcf OC WD Wet density, pcg S MC Natural moisture content, % SG LL Liquid limit, % C PL Plastic limits, % 0 PI Plasticity index, °% qu P200 % passing 200 sieve qp Organic content, % Percent of saturation, % Specific gravity Cohesion, psf Angle of internal friction Unconfined compressive strength, psf Pocket penetrometer strength, tsf Particle Size Identification Boulders ................. over 12" Cobbles ................. 3" to 12" Gravel Dense .................... Coarse ........... 3/4" to 3" Fine ................ No. 4 to 3/4" Sand Very stiff ................. Coarse ........... No. 4 to No. 10 Medium .......... No. 10 to No. 40 Fine ................ No. 40 to No. 200 Silt ......................... <No. 200, PI< 4 or below "A" line Clay ...................... <No. 200, PI > 4 and on or about "A" line Relative Density of Cohesionless Soils Very Loose ............. 0 to 4 BPF Loose ..................... 5 to 10 BPF Medium dense ....... 11 to 30 PPF Dense .................... 31 to 50 BPF Very dense ............. over 50 BPF Consistency of Cohesive Soils Very soft ................. 0 to 1 BPF Soft ........................ 2 to 3 BPF Rather soft ............. 4 to 5 BPF Medium .................. 6 to 8 BPF Rather stiff ............. 9 to 12 BPF Stiff ........................ 13 to 16 BPF Very stiff ................. 17 to 30 BPF Hard ....................... over 30 BPF Drilling Notes Standard penetration test borings were advanced by 3 1/4" or 6 1/4" ID hollow -stem augers, unless noted otherwise. Jetting water was used to clean out auger prior to sampling only where indicated on logs. All samples were taken with the standard 2" OD split -tube samples, except where noted. Power auger borings were advanced by 4" or 6" diameter continuous flight, solid -stern augers. Soil classifications and strata depths were inferred from disturbed samples augered to the surface, and are therefore, somewhat approximate. Hand auger borings were advanced manually with a 1 1/2" or 3 1/4" diameter auger and were limited to the depth from which the auger could be manually withdrawn. BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as "N" value. The sampler was set 6" into undisturbed soil below the hollow -stem auger. Driving resistances were then counted for second and third 6" increments, and added to get BPF. Where they differed significantly, they are reported in the following form: 2/12 for the second and third 6" increments, respectively. WH: WH indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WR: WR indicates the sampler penetrated soil under weight of rods alone; hammer weight, and driving not required. TW: TW indicates thin-walled (undisturbed) tube sample. Note: All tests were run in general accordance with applicable ASTM standards. FINOW l MN F MONTICELLO MIDDLE SCHOOL RENOVATION - PHASE II INDEPENDENT SCHOOL DISTRICT #882 Monticello, MN Montic.11. Big Lake Nursing Monticello Middle School Renovation - Phase II 800 Broadway St E, Monticello MN 55362 Independent School District #882 302 Washington Street Monticello, MN 55362 oe WOLD ARCHITECTS AND ENGINEERS 332 Min.. -Street, Suite W2000 Stint P-1, MN 55101 -1d.- 1 651 227 7773 ics I CONSULTING, INC Set No: Comm No: 152248 SURVEY CIVIL ARCHITECTURAL 1 OF 6 BOUNDARY, LOCATION, TOPOGRAPHIC AND UTILITY C1.11 REMOVALS PLAN - EAST PARKING AO.01 SITE PLAN & CIRCULATION SURVEY FOR: MONTICELLO PUBLIC SCHOOLS C1.12 REMOVALS PLAN - TENNIS AND LOADING DOCK AO.02 SPACE USE PLANS & ELEVATION MONTICELLO MIDDLE SCHOOL C1.20 OVERALL SITE PLAN AO.03 SPACE USE PLANS 2 OF 6 SHEET 2 C1.21 SITE PLAN - EAST PARKING AO.04 ROOFTOP EQUIPMENT 3 OF 6 SHEET 3 C1.22 SITE PLAN - TENNIS 4 OF 6 SHEET 4 C1.23 SITE PLAN - LOADING DOCK AND TENNIS ALT. 5 OF 6 SHEET 5 C1.31 GRADING PLAN - EAST PARKING 6 OF 6 SHEET 6 C1.32 GRADING PLAN - TENNIS C1.33 GRADING PLAN - LOADING DOCK AND TENNIS ALT. C1.41 UTILITY AND EROSION CONTROL PLAN - EAST PARKING C1.42 UTILITY AND EROSION CONTROL PLAN - TENNIS C1.43 UTILITY AND EROSION CONTROL PLAN - LOADING DOCK AND TENNIS ALT. C2.11 DETAILS C2.12 DETAILS CITY SUBMITTAL 02/06/2017 Monticello Middle School Renovation - Phase II 800 Broadway St E, Monticello MN 55362 Independent School District #882 302 Washington Street Monticello, MN 55362 oe WOLD ARCHITECTS AND ENGINEERS 332 Min.. -Street, Suite W2000 Stint P-1, MN 55101 -1d.- 1 651 227 7773 ics I CONSULTING, INC Set No: Comm No: 152248 T------------------------------------------------------------------------------------------------------- SHEET 2 ; ;: r %f }- - - - - - � SHEET 4 ----------1---------------------------------------------------------------------------------- FLOOD ZONE NOTE I ) Thesub/ect property hes wHh,n Zane C (Areas of m mal flooding) per the Notianol Elaad In.. Pragrom, Flood Insurance Rate Map C.mm-ty Panel No 27054100059, doted November I, 1979 ZONING NOTES 1.) Zoning information obtained from the City of Manticella weh site on Decemher 2B, 2015. The sub/ect property is zoned A-0 (Low Residential Densities - Residential District) 2 ) Parking385 Regular Spaces 14 Handicap Spaces 399 Total Spaces AREA Area = 1,372,744 square feet or 31.514 acres BENCH MARKS (BM), I ) rap of tap nut of fire hydrant 75 feet +/- west of mast westerly of -haat budding, an east .ode of Washmgmn Street Elevation = 938 59 feet 2.) Top of tap nut of ere ydran ht at east .ids of ball field 25 feet-t eete.t of a budding d El -ti., = 933 95 feet 3.) rapof tap nut of fire hydrant 25 feet +/- south of southwest r If IceEl-t- = 930 590 feet 4.) Top of tre c te outside of Dum oor number 20 on eget side of .drool. El-.t,.,o- 935.45 5.) rap of cotreou te tside of D.- —h -r I I on west ode of school. Elevatmn - 93549 DESCRIPTION OF PROPFRTY SURVEYED All of Blocks 15, 26, 27, 28, 29, 30, 31 and 40 in the plat of Lower Monticello along with ca ted streets that a e by the r of the v cotton thereof, Iyng southwesterly of County State Aid Highway Na. 75,E Wright C... ty,n Minnesota AND That part of the SouthwestQuarter of the Southwest Quarter of Section 12, Township 121, Range 25, Wright County, Minnesota, lyng northerly of the Railroad Right of Way and easterly of Washin gtan Street AND That part of Lot 6 of Auditor's Subdivision Number One according to the plat thereof on file and of retard in the office of the Register of Deeds, Wright County, Minnesota described os fallow. Beginning at the northwest c me of said Lot 6; thence east along the north line of said Lot 6 a distance of 370.80 feet to the southwesterly right of way Ime of Minnesota State Highway Numher 152; thence southeasterly, along said southwesterly right of way line, deflecting right 44° 23, a distance of 8762 feet, thence southerly deflecting right 64°52'30 a distance of 45370 feet to the northerly right of way line of the Burlington Northern Railway thence westerly, along said northerly right of way line, a distance of 314.60 feet to the west line of said Lot 6, thence north along said west line, a distance of 39870 feet to the point of beginning AND That part of Lot 6 of Auditor's Subdivision Number One a cording to the plat thereof on file and of record in the office of the Register of Deeds, Wright County, Minnesota described as follows Commen ting at the northwest c of said Lot 6; thence east along the north Ilne of said Lot 6 a distance of 370.80 feet to thee southwesterly right of way brie of Minnesota State Highway Numher 152; thence sou theosterly, along said southwesterly right of way Ime, deflecting right 44' 23', n distance of 87 62 feet to the actual point of beginning, thence southerly deflecting right 64°52'30', n distance of 453 70 feet t. the northerly right of way line of the Burlington Northern Railway, thence easterly, along said northerly right of way line, a distance of 431 2C feet to aline which is drown southwesterly, perpendicular to the southwesterly right of way line Of Minnesota State Highway Numher152 from a point 0 said southwesterly right of way line distant 589 fit feet from the point of beginning, thence nn ortheasterly, along said line, a distance of 252 75 feet to the said southwesterly right ofway Ime of Minnesota State Highway Number 152, thence northwesterly, along said southwesterly right of way line, deflecting left 90`00'. a distance of 5.51 feet to the paint of beginning. PLAT RECORDING INFORMATION The plot of Lower Monticello was filed of record on March 11, 1857, TITLE COMMITMENT This s ..y w s prepared wit ha't the benefit of c ent title work Easements, appurtenances, and e 'nib mites may exist in odd,tian to those ushown hereon. This s rvey is subject to re_.' 'pan receipt of o current title insurance commitment or attorney's title opinion GENERAL NOTES I) Survey coordinate basis: Wight County Coordinate System 2) Naindication of wetland d6m-tmn by a g'nhhed wetland sp,-Ih3l has been Iocated or ab.erved on site 3) Atthe time field work w s performed far this s rvey, there w significant o unt of e I, the ground. Physical features w e Iocated to the best aof o ability. but there may be additional features that were not v1,lbl, arid, therefore, not shown hereon UTILITY NOTES I ) Utility information from plans and markings w ombined with c nobserved evidence of utilities to develop o e of the underground ubl,1i-s how. hereon However, lacking d., -.t, on, the act Ioc't on of I'd erground features ot be a rately, completely andreliably depicted Where additional or more detailed mf. -atone 1. required, excavation may be --at' 2 J Other underground utilities of which we are unaware may exist Verity all utilities critical to construction ar design 3 J Some underground utility locations a shown a arked onsite by those unity companies whose locators re spanded to our Gopher State One Co11, ticket number 153411813. 4) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location of utilities prior to any ext ovation. I EGEND O Denotes it ent set marked with P L S�N. 015480 • Denote. found von monument VICINITY MAP ` 25 75 rvo scn�E ' e SYT£ �rq crc MASTER SHEET I hereby certify that this survey, plan, oreport w prepared by m under my direct supervision ands that a n duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this IIth day of January, 2016 AT 1 N SuNOFkNS ND sulzvEVlN/c,/LLc B Y- - HU k S Hanson, P.L.S Minn. Lic No 15480 reN uaP @OLWDARY, LOGS TION, TOPOGRAPHIC and UTILITYSURI MONT/CELLO PUBLIC SCHOOLS MONTICELLO MIDDLE SCHOOL II SUNDE `ss s zs/ LANDSURVRYWG a'ss tap �wwae.m nt- N.,lh D-1. 70 -ae3-.sed BO 0 80 160 r/ ovmrw 15-172 11/P1 as o Townshw 11/ Range 15 Sechew 11 t7//l/� 0l SCALE IN FEET Fle-517x0/dwg sn"f I al — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T ra wivi �sux, mYq'Spas / `ra, TI LEGEND BENCH MARKS (BM) Nw ;d' "�/ Asan, monument set marketl I) Top of top nut '.i fire hydrant 75 feet +/— west of mast westerly / o Denotes it n .�x .,in PLSONo 15480 corner of school hu it ding, on east side of Washington Street Elevation = 93859 feet \�Tx/ • Denotes found iron monument I z) Top of top nut or ore nydront of oust side or bmf dein 25 feet +/— 1l " AC Denntes olr conditioner west of a bulldmg come ge,gb AS Denotes above ground pipe Elevation = 933.95 feet °wezys '> sn, \z / `w- °�°2„, AIS Denotes od—tis ng and information sign 3 To of to nut of fire h dront 25 feet outh of southwest BE Denotes building tro c ) P P Y +/— s BH Denotes been w- -omnn basin Domer of Ice creno. _ ,wd 936,` aTL oenates beaver tna -urb Elevat�an = s30 ss0 feet = s E ° ,�P re e °_'�„�,'` ce Denntes catch basin CIS Denotes control box 4) Top of - -rete outside or Door number 20 on east side of school - is i � s CIX Oe notes common motion box Elevation on 93545 = ' / / w os �Ptk" y, •'•.� ® \ CLF Denotes chain link Poen ixv- FES 'fi •p,,,oe�q�. r -p CLRR Denotes on For me f roll"'d tra-k 5.) Top of con -ret- outsde of Door number II on wort side of school. CMH Denotes comm u m cation manhole Elevotlon = 935.49 e / ° ae e�rc ern CMP Denotes corrugated metol pipe oTc T L COL Denotes building column CCT oenates curb stopP� CT Denotes cn'.1„ng tower eia Dc Denotes drop grote / DIP Oe notes ductile iro FD Denntes electric box p�Pe EM Denotes ole -tri- meter 3 \ EMIT Denotes electrc manhole BLDG ENTRANCE ELEVATIONS ar,,' FH Denotes fire hookup DDOR 10 = Top of Concrete outside of door FOL Denotes fiber optic line Elevatmn = 93536 feet FP Denotes flag pale FW Denntes ince of walk DDOR 11 = Top of Con -rete outside of door G Denotes gutt-r Elevation = 935 49 feet wav 2 , `- wr GAS V Denntes gas valve / ^ "9 m / •-',Y �Cu e• GM Denotes gas m ter DDOR 12 = Top of Concrete outside of door m'�> xtl/ GP Denotes guard post // GW Denat es guy Elevation = 93549 feet J e� ((// HCR Donates handicap ramp DDOR 14 = Top of Concrete outside of door / / ` a, epr.e \ i� �\ �e HCS Denotes nondi-op e�gn / a / r IT Denntes cnmmu,,c,tinn hand hole Elevation = 93541 feet 930 \ '-TI TI THE Denntes electrc hnnd n'.1e ".8b / `4 \ era, ',, ' 36 HILL Denotes finer optic hand Hole DDOR 15 = Top of Con -rete outsde of door -9,?& s ^`q 9 9, m "mqy ss� \ ,r °S�a g36 HYD Denntes fire hydrant Elevation = 93s 40 feet / mR� Y' y &� Ae 9 p �\ 'c }3 rvcs 1F Denntes elevntinn INV Denotes structure invert DDOR 16 = Top of can -rete outside of door 9•�'qb 9 KWB Denotes keystone wa11 bottom Elevation = 93541 feet ��(( / �, .wa zv 9 \ a' LA Denntes lands - aping / /B$e / "' "�S LO Denotes mod n dock DDOR 17 = rap of can -rete outsde of door ',''°' LP Denotes light g le Elevatmn = 935 41 feet / / /G SW°e a MC Denntes metnlp.'.ver 936 DOOR 18 = Top of Concrete outsde of door N4 °'t'o 16 MH Denotes Dondma hold rate Elevation = 93542 feet / /mm""mQvcP o/ p°.v,�e e •.src 'fie ° °irc9 OD Donates verh ead door DOOR 19 = Top of Concrete outsde of door / �xs f m; e' °fin ti,° PEP Oe nateSHE s ovlrhttad electric hoe Elevation = 93544 feet°s/ s —rh yl d pipe PRS De nates parking ign / q''Y.,: PP Denotes le DOOR 20 = Tap of Concrete outsde of doorr6 power poo Elevation = 93545 feet PPLP Denotes power d light pale PPT Denntes power pole with transformer '` .,�, a + +s 9352 °�, °�,9r 'a'^' *�u • s4P 4 d. - PP' Denotes power pole with underground utility DDDR 22 = rap of can -rete outsde of L4 .ars PTBL Denotes picnic table Elevation = 93543 feet / 9 m,'` °,ke M„ a4 ° e s ° ,a ay�.??° 4,0 .was s'+° PVC Denntes polyvin ylcnl'.ride pipe ,v RCP Denotes reinforced con -ret- DDOR 23 = Tap of concrete outside of char (� ' c _v pipe Elevation = 935 42 feet / / �'°}"-a Ro Denote- oaf dram 4y- RM `NP • ,� '�°r•' RM Denntes rubber mat DDOR 24 = Tap of concrete outside of door' V' 'a'•s y` W `,s �m �s '8_s "m ° \ 5P U °,4e z 2a" o, a S •B''d'� -"p' SAN Denotes sa into ry mann ole Elevatmn = 935 28 feet SAN 5 Denotes sanitary sewer SMH Denntes storm anhnle / n e w.2 SPG Denotes water spigot DDDR 25 =rap of can -rete aatsde of door \ / o /e ,�, ^ a m. °,� ° �q e ° ` a o u arra 'a' ��ar L� J ae Pa 2tr ST 5 Denotes storm sewer Elevation = 935 30 feet ' Te Denntes top of on, -1, curb r TCS Denotes troffi--ontrol sign DDDR 26 = rap of can -rete aatsde of dao TL Oe nates traffic light a° Elevation = 93405 feet TN Donates tennis net DOOR 27 = T of Concrete outside of char TRANS Denotes transrorm r op *�q sr �a�'• /� waz\ s"/s Elevation = 934 09 feet UGC Denotes underground commu catione- ucF Denntes unaergmund electrcni'ne DDDR za =rap of can -rete outsde of door WDenotes vrtnned -1ov pipe W oenates water line Elevation = 93401 feet wAT Denntes water fountain DDOR 29 = Tap of concrete outside of door sz sii s wv Denotes water valve m wwB oenates wand wall bottom Elevatmn = 93544 feet r`/ %Rcis / DDOR 30 = Tap of concrete outside of d. - IA /°rsa'mq:,n s s \ / /o / r6O \ S Denotes Boss wood tree BIR Donates Bfch tree Elevation = 935 42 feet °eN CED Donates Cedar tree DOOR 31 = To of Concrete outsde of door - / CRAB Denotes Crabapple tree p / o MON /CELLO MIDDLE SCHOOL v-azro Elevation = 93541 feet / 440 HACK Denotes Hockberry tree pf' Y 8RlCK &PRECAST HUILOING �Ss° IRON De nates Ironwood tree / ,e,0 °,Qn 2 WASHINGTON STREET LDC Denotes Locust tree DOOR 32 = Tap of Concrete outside of char MPL Denotes Map 1e tree Elevation = 93540 feet PIN De nates Plne tree DOOR 33 = Tap of Concrete outside of door SHR Denotes enrub Elevatmn es = 935 40 feet SPR oenates Spruce tree TR Denntde-idu'.us tree 9, '3. CHAIN STI GCrNIIRETEs a \\ .w�21,2 TErvc11 m ` i . wa,A + Ef� / was — — — — — — — — — — / i Ll wn \° w N Dated this 11th day of//Inn ua ry,22.16 C -Pied Mork S Hanson, PLS Minn L,. No 15480 IJISUNDE Ma °' m ='aoo,n5663556 30 0 30 60 LAND $URVmYIIV(i SCALE IN FEET Fi/e 2w5n2cal ewg � "` 2 Of 6 LEGEND BENCH MARKS (BM) o Denotes it n monument set marked I ) Top of top nut of fire hydrant 75 feet west of most westerly with P.L.S�No. 15480of sc hool building, on east side of Washington Street • Denotes found iron monument E levaton = 938.59 feet 2) Top of tap nut of fire hydrant at east side of boll field 25 feet AC AGP Denotes of on ditioner Denotes above ground pipe est of a building c El evo tion = 933.95 feet AIS Denotes ad verTising and information sign BE Denotes building entrance 3) Top of top nut of fire hydrant 25 feet +/— south of sa uthwest BH BTL CB Denotes beehive catch basin Denotes beaver tail curb Denotes catch basin corner of Ice arena Elevation = 930.690 feet CBOX Denotes control box 4) Top of n trete outside of Dao. number 20 on east side of school. o-� CIX CLF Denotes communication box Denotes chain Imk fence Elevation 935.45 CLRR Denotes centerline of railroad track 5) Top of c trete outside of Door number II an west side of school a-� CMH CMP Denotes c munication manhole Denotes c 'ruga ted metal pipe Elevation 935.49 COL Denotes b,i l ding column CS Denotes cum stop CT DG Denotes coobng tower Denotes drain grate DIP Denotes ductile v n pipe EB Denotes electric box EM Denotes electric meter EMIT Denotes electric manhole FH F0L Denotes fire hookup Denotes fiber optic line FP Denotes flag pole FW Denotes face of walk G Denotes gutter 93°�w.m GAS V GM Denotes gas valve Denotes gas meter s.`�s4D GP GW Denotes guard post Denotes guy wI HCR Denotes handicap ramp Tnc oe Des oomdmdd III, held hole LIFE HILL Denotes eleIll icnand hole Denotes fiber optic hand hale HYD Denotes fire hydrant IE Denotes ice elevation \ a e INV KWB Denotes structure invert Denotes keystone wall bottom c�z LA LD Denotes Ian dsca ping Denotes loading dock �sa�'fy Le Denotes light pole i\•\arr" MC MG Denotes metol cover Denotes metol grate TI MH Denotes hole maverhead DD OHE Denotes odoor Denotes overhead electric line PEP PKS Denotes polysthylene pipe Denotes parking sign PP eeLP Denotes power ponle Denotes d light ,r PPT power pole oenates power pale with o-anafarm. Lyi Baa �✓ \ a' `� S, e PPU eeTBL Denotes power pole with underground utility Denotes picnm table PVC RCP oenates polyvinylchloride pp e Denotes reinforced concrete s cRt ,,I RD pipe oenotee oaf 9s \ saw asae RM edra Denotes rubb r mot SAN Denotes sa nitory manhole SAN S Denotes sanitary sewer aslk .esae s SMH SPG Denotes storm manhole Denotes water spigot \IT \o \B,i; c\\ ° v° SC S TCS Denotes top of cowncrete curb Denotes traffic control sign ��o \ TL TN TRANS Denotes traffic light oenates tennis net Denotes transformer a6xa UGC Denotes underground commu cation line UG E VCPDenotes Denotes underground el ectricnline vi trifed cloy pipe w WA F WV Denotes wawater 11 oenates ter fou. tam Denotes S NWB water valve ootee wood w11 bottom en ae \ \ BAS Denotes Basswood tree ' IIN Denotes Birch tree wk 4z \ .c , CED oenates Cedar nee asv \ 1'°'F,h^i�J °t� \ Rpc`fv \ CRAB Denotes Crabapple tree Sas HACK IRON Denotes Hackberry tree oenates Iran woad tree ss'U .as LOC Denotes Locust tree MPL PIN Denotes Maple tree oenates Pine tree SHB Denotes shrub SPR Denotes Sp tree Cd-- ° ay IS.\�a\.° f°v a a a TR oenates dltree jLy cCh��f�' R h vv R \ JL \.'4V v b 4 + .c \ zea qts$ v1, \ <y°Lsc\ \°ir .an311 2 s \e CE & 2 STORY BRICK AIOOLE & PRECAST ?G' aR°L ° \ / 302 WASHINGTON STREET N Dated this I I t h day of Jan ua ry,,('2016 Certified by.._ 4 -Ll Mork 5 Hanson, PLS Minn Lit No 15480 O 30 cT L1ND S(IRV�6YWC IJISUNDE��,11.1.1.11,1111",m".,"�llo-Iff""c".",,.,,..",�II!Ma°'�—(1 -1130 oBa�sneet SCALE IPI FEET �.de zmsl7zeol wy 3of 6 ----------- --------- S�A�N . Z MONTICELtO MIDDLE SCHOOL v 'BRICK & PREOASr IS DINO �OS WASHINGTO/i/ STREEr X// h", A- IIN 11 - PW 117 IIN C"2'1 i N -101IN T / ITI 2 —.7 -Im 124 D*Al 12 �lf N� 12- Tl\lEl -13- 'L I N'K F= --TE T— ... 9 -nl. —V '�T FEN' EN 11, R- T 017 LEGEND LEGEND m C "I'll: Z=� 1,1�vll�l G R A V E h 5480 MG I—= M IT E,,. -9212 D—t.i, f—d — ---t OD 111, 1: lv:�%lld dl,,,It,i �27 v . d AC 1— ,,d,l SHE 'Ith S ki, D_�.� bb_ b_d 'I n Z� '. 9"`�9'1 pip AS q PK D' — RIC D—l- d—t,� pp n .. . ... 0.— IE PPLP n-= I,— P'17 IF t p —liI 121�, R I� F 710 IT D.- .�'hi,' Z'tl�`hb` PPT D,,,t,, p.... pbS 11' 012 ELL D:�.�:� .1,,vh, lbil —1 ni,,.�_ ppp, pd, ith d,gi- ... d blily 12� .7� �21 PH p PT9L CBOX D —t.i, c -t,.1 b.. D—t- pi,l;�,y�hl-d. pip. CB D—l- ---b., b.. RCC I PV CY 1— h, REP nn",= --l' pip, D_�, _t.,il,k RM D—t- ,bb.,"' CLRR mi—d tlick CMH D -.1- —111 —tib, — F.1 IAN n—l— —t-y"t 07 . I C MP D—b- .... g.ti,d —1.1 R pi, 'AN S n".,_ _F_y s PC n,,, — ,t,r p g, D:,,, I MIT D—t- �t— —1,6. D �:� ` s' p S CT D -b- ... �,, 1- ST S It rm RIFINCH MARKS (RM) DG D—t.i, dm qr� t. TC D,,,t,, ��p �f —r.t� r, 121 D IF D—l- d—bli, — pi, TCS �,,F-1 ig, I ) TSI, �f I, ,t �f fir, hy6—t 75 f—t —t �f —1 —t-ly E B D b- FIT n".1— t�� ,r,, f �hi,,l b,ildi,g, - —t ld, f W,,hi,qt,, Str,,t E ,,%, — ,,t,r N K, 8,59 Si,t M E D.ZZ T D—t- t�,Z .t EMIT D—l- I—li- pi,h� TRANS ni,=— tr—f.—S FIT D-1- fi, h..k, n— F UGC 2) T�p f tbp ,t ,f firi, hyd—t It .-t id� f S,II fi.ld 2b f -t I/— OL D �Ibr ptic G D—t- ' d' 2 �—d 6 -tri, F D:, e vCp ]—�— vitilfi�d I�y pi, F D-1- f— "I .Ik n_ El—ti., 93395 fi—t GAS V D g,: -Iv, — _t, w 3,) T, �f I, ,t & fi-, hydr—t 25 f—t —,th f —th—1 W f W G D—t.i, g,tt.r AT D—t- —1. C D:�. g. WV n"' —li,r ww �d GM D:,,�:�, g,,rl p,,,t E—Lf "93'06'90 Si,l Sew D . gy L SAS ni,,,�,, KIF .... d fir— IT R D,,, h,,d K IN n". _ rh 4) T�p f --ti, "t�id� ,f D— —b�r 20 —t id� f �&bbl IT S 'p E 93545 CC D I, bi� Zc�p p CED D—t- C.d�r 'tr- IT c'--i—H F—d hi,l� 'R AN n—l— Ci-.b.ppl, �r— HC 2 =2 —cln, hb,d hd HACK ni,,,��: Hck6,rr ", -P HIT D2 I T I E �p D_ Ir El—H., gZ5,49 HILL D—t.i, fib, tc hlld hibl. IRON I tr- LOC HY D—l- fi, hyd MPL n—l— L --t tr— IIN ': Hr, rv, 4 �NV D' n=.i, �ct% 'cl I rt D.- ` np 't rt.r. KWB D—l- —11 bi�tt_ SITS n—l— hi -,i, LA D —b- I-d—pinq SPR ' r.. tr" n"=: dp D:n,�:,, -1 1 n, FIR D.- Hd,— t— L D . ght p. L — — — — — — — — — — T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I /V D.tAl thl. I lth id�, bf l.n,i,r,, 2.1K Ci,rTifiId by. rk S Hi, I PITS M— F- N. R5480 jJjSUNDE_i M.,n Off 30 C, 10 6 L W -t OT M— N.Th —.1. ---- I SCALE FEET � 1-1 4 af 6 ) -17- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Jot \ \ \ BENCH MARKS (BM) LEGEND I.) Top of top nue of hre hydrant 75 feet +/- west of moot weotedy o penotes Iron monument set marked W corner of school building, on east side of Washingtan Street with P L.S. No 15480 y Elevot'ion = 938.59 feet MON yaRIC & PR SCHOOL 4 r9 °, \ \ Js \ penotes found Iron monument / & 2 ST Y BR/CK & PREG4ST BU/LO/NG o .pt, za \\� 2.) Tap of top nut of fire hydrant °t east side of boll Held 25 feet +/- 302 WASHINGTON STREET /j/,{y \ c AC Denotes air conditioner 9 sal �° .sax 4z°,2° = west of a hu 339 corner. \\V// Elevation 93395 feet AIR P Denotes ode retlsing '.d,d Pform otlon sign \ \ � a� e e o DE Denatee buod'Iny entrance \ \ v 3) Tap of tap nut of fire Hydrant 2s feet +/- south of southwest DH Denotes beehive catch basin oo'Hr of Ioe a n ITL Denotes hea"er ta'a euro h n #se 931 Wz °+sic '\ 'Hqs ky c'mP a=alr�pw�z° Elevot'ion = 930.690 feet 4 To of c rete outside of poor number 20 on east side of school CD Denotes caonch basin ev-1�\p➢) P CcI OXx Denotes communb�ation on. _-_ ase =e �>L z 4r, \ r\ cc'c Elevation onc935.45 _ _ m rse v �,z CLF penotes chain link fence CLRR Denotes centerline of railroad track 5 Ta of c trete outside or Daor number II on west side of school. ommanl p CMH Denotes c cation manhole scP Elewt'ion n-� 935.49 CMP Denotes corrugated metal pipe COL penotes bullding column s c sus \ --_ sae roe S Cl Denotes curob stop a s s CT pen oto, oo Iln9 tower .V e sa.I yarc DIP Denotes ductile ri ran pipe EB Denotes electric box \=i0 EM penotes electric meter a gala EMH Denotes electric monh ole FH penotes fire hookup pole FOL penetes finlager aptle ane / Oh adz=a° e=Ie as j ,Gs'Is s\ FP es Denotes f FW Denotface of walk oollMM sa° s �a'I' G penotes gutter / aaoa a a'°j a„ .sols --�9 ° Tg=I' GMGAS V penotes gas meter / \ as GP Denotes guard/ past /s'rsi =°I \ \ ow Denotes guy ,p 4, 6\ /' coNcaErG �'a=6 y9 j ,kc �. X533- eels Is �IOB 9 is \ HGR penotes hondv,,,p romp Hes penotes hundlcop sign rs _ '' e' IT oeno es ei otrlcnna�d amend Hole I o I' \ \ HHD penetes finer Yptle n°rid Hale e \ ' �; a9= ° IEYD Den es fire nlevai on INV penotes structure nvert \�\\ \ o �� KOI penetes Ioea tone wall bottom os Ln penotee I°ndecopn z "+,� \azse Isui,I°zrsviry ° si,92 % gGnrs .sw,"R° "A �•u=e_3zar rrvv s \ \\\\ no dock LP Denatee I'Ight or. onlee Mc penotee metro or. /✓ E h s ' s„N �?y .�"'"yam MG penotes menal te 00 Den tee -emead door DHE Denotes overhood electric Ilne o ° carcaerr /'a ,M a PEP Denotes polyetnyls ne pipe PKI penotes pork no ign .az. / .sze, s L6 fT cH s, . PP penntes le power \LINK FENCE \ s \ e` PPLP Denotes power d Ilght pole z e s .s=ea saa.a� 4e \°,.° °\ \\ '` PPT penotee power pole with ti,-f-or -' -- - - ` .szas ars ' s'a'p„ Kb 0 s PPG penntes power pale with underground minty I/ A , - - - / a / �.N�, , ° ° o u" r s I VA V �/ - sze, °ys `� PTBL Denatee p-iic table /I.71 '� \ \°=e .G, Pvc penotee poly.in'ohlonde pipe s� RCP penotes reinforced can crate a=a \ a pipe - a e\r c '� .°'° z; RD Denotes roof drain - -°\ �ar° - IT NN w\\� ,=°e 9y RM penotee rubber mot cF9aae snnl s oe�eiee ee�Ilie y ,.,Hale sMH Denotes storm manhole \zz •92 `a s SPG Denotes water spigot 34 \ l, sies 4?q�s AT s Denotes storm s .earl z°e s eaa \ \aisa ' ""'AlIxv-sia° TC penotes cop of ,nc,,t, cu rh a°'� \ \ ° ° �..`aa^� s - ee \ axes 'J ,p s�. TCs penotes traffic control sign ° TL Denatee o-nffm ngnt °t 9 TN penotee tenni, net au n. �g3Y - sacs , �sa°r".2 s TRANS penotes o-ansform er _ \ \ �\ e ITOC Denotes andergZa Id comma tnt'Ian fine -sirs ass - ea ea p�eRErE / / \ \\ \ \ V 'vo, oy?�ms szg f'O zs° UGE Donotos undorgro,nd olootncn line c szra azr°�ps .axes ",�'°�- cn: ICQ"�Eic sane / .azo= \ .s / .axil `sav\ \ siaxre \ ,b eY/ 7s� VC P Denotes wttere dl'in coy pipe c a A s s .°v \ \ ars / \\ �r wAF penotes water muntoin la/ c R A s s ° ear.n'eaeB are° \ �a aM�e�� ° / / a�r� xrz° /- \ \ wv penotes water �al"e aa�,rpn.=ra°er°�( y�\��yarM''�A°°,y��z�'l°° wwe Denotes wood wall bottom ° IAS penotes Basswood tree v. \\ I'ss BIR Den at es Birch tree '� \ / z:I /szle ale / >z°�\ \\ \\ H; cEo penot„ cedar tree / J�.✓ ° .sxvs szra \ saes .saes - AsaQ / 9 / \ \\\\ \ 3v� .aa°.a CRAB penotes Crabapple tree HACK Denotes Hackberry tree oar .srse g� .spam IRON Denote, Ironwood tree \ ° _ �, \ \ s Loc penotes Loeu,t tree / - I \� w MPL Denotes Ma le tree Ri e,rz �\ eaaa,e .aaea \ / /� \— Jazla I \ala \ \ °,els o �= p / \ f a \\ , \ `�° wJ'".a .aloe �o3an., PIN Denotes Pn �,btree \ sleaals \a a SPR Denote, spruce r'e \I - .azea j7' a, l \\ \ \�\\ \ fi R penoto, d,elduou, croe \RMTI 17 AV —\ as I I I l , A s s we n, l a-,I / , l X Ier \ — / I/ 9 e---- ear, \ — �\ azaa\ — s \'_ .oar. �s'a�s — — — _ e — �/ / / dry✓ a //� /. ,a / \ \\ ,\\\\ \\\\° I3——° E �I\ — °� ,, lea az°a a5e,'° a°nN \ i,✓ /z .az= °a„ Is \ \° \\\�\� \ \ \ w,. 2-12 \o ----Isr, 117- 5 \\\\ - - - - - - —--__-_ ---_ -- _��- / - - - - 1 - -��`"� - - s - - / - - - - - �� N a Dated mi, I Ih day of Inn anry, zols w Certified by._i-�LI�+NY - — - Mork S Hopson, PLS M- LIC. No 15480 M- off jJjSUNDEn_ Ma °I 30 ° _ r°5663 sss I a 3G ,T LIND SURV�6YWC SCALE IN FEET �.de 2m5//2eol wy a°v�sneet 5of 6 1 \ sd7�i., _� _ _ �` �� _ — � — `W�:'"�" — �" \ / j J/ i �\ °z,. 6 — �`w�'= � • ` °z� ' szsn � � u,�.ti � i �p�,s � � \�\\ � � I Treccs 'z °3� ;��e— T R Els �IIEE Pee IF o Denotes ,ron ont set marked \ _ I m mumenP.L s. N.. Isaac • Denotes round ,ron monument AC Oenates Dir oondit,on er \ q's�B°\ AGP Denotes above ground pipe \ \ \ AIS De—teeodverbeing and niarmotian sign IE oenetes budding entre... \ aRw eH Denotes been,ve eeteh b—t BTL Denotes beaver tea curb \ eB oe_ts ..ten bns,n \ ceax Denotes oono-ol b.: CBx Denotes Stm-in „aean box \ \ CLF oenntes ch.m link fence eLRR Denotes oentenme of r.arom o-.ck CMH oenotee cammumm tion manhole \ CMP De—t-c.rrug.ted metal pipe CL Denotes bu,Idmg column cs oenntes ''"'t, c 't \ \ eT oenntes ,at a I,ng tower DG Denotes dre,n grate DIP oenotee ducble iron pipe EB oenntes ,Ie,o-i, box EM Denotes eleenm meter BENCH MARKS (BM) EMIT De—tee electric manhole FIT oenntes fire hookup FDL Denotes liber optic line I ) T.p of t.p nut .f fire hydrant 75 reef +/— west lir most westerly FP oenotee flog pale corner of scn.nl ba,Idmg, on east side lir W.sn,ngtnn street Fw oenntes ince of walk Eievet,on = 938.59 reef c Denotes gutt Vr GAS V De—tee gas aloe 21 Top of top nut of fre hydrant .t east side of bell field 25 feet +/— GM oenntes gas meter west of o bulldmg came \ GP Denotes guard post Elevation = 933.95 feet GW Denotes guy wire FIR" nates handicap romp 3) Top of top nut of fire hydrant 25 feet +/— south of southwest HCS Denotes handicap sign carne- of Ice a -enc. \ HHC Denotes --n—ti— hand hale Ele VOL en = 930.590 feet HIT oenntes electric nand hole HILL Denotes fiber optic hand note 4.) Top of c erete outside um of Door number 20 en eat side of school. re HYD Denotes fihydrant Bevel— — 935.45 IE oenntes 1",Ievat,.n INV Denotes sucture invert 5) Top of c ,rete tsD—ide of Dnumber II an west side of school. KW B tron ou Denotes keystone wall battam Elevation 935.49 LA oenntes Ian d scoping LD Denotes Iood,ng dock LP oenntes light pole MC oenntes metnl c MG Denotes metal ,mate MIT Denotes mann ale o0 De—t- overh,ad door aHE Denotes overhead el eetrie line PEP Denotes polyethylene pipe PKs Oe_tes parking sgn PP Denotes power pole PPLP Denotes power and light pole PPT Oe_tes power pn1, with transformer PPG Denotes power pole with underground utility PTBL Dentes pie.„ table PVC o,nnt,s polyvmyl,hlond, pip, RCP Denotes reinforced concrete pipe RD Denotes roar drib. RM Oenates rudber mat SAN Denotes s.mtnry manhole SAN S Denotes son itorTs wer SMIT Denat,s storm .nn.Ie 5PG Denotes water Spi" ST S oenotee storm TC Den at,s top .f , ,r,t, curb TCS Denotes traffic control sign TL Denotes traffic light TN oenates tennis net TRANS Denotes transformer DGCDenotes anderg-.and comma cation Lae uGE oenats andergr.und elen ctri,iine vcP Denotes �,o-,ned .lay pipe w oenates water lin, WAF o,nat,s water f... tnin wv Denotes water 'rove WWB De—tee wend wall bottom BAS Denotes Basswood tree BIR oenatesBirch tree CED F—ts Ged.- tree CRAB Denotes Crabapple tree HACK Denotes Hockb erry tree IRAN Den at_ Ironwood tree Loc Denotes F—t tre. MPL Denotes Maple tree PIN oenates Pit, it,, SHE Denotes shrub SPR oenntes Spruce tree TR oenates de,idu.us tree N owed this I lth day of J.nuery.,('[2/..115 Certified by. Mork s Henson, PLS M,nn L,c. No 15480 sjSUNDE M.n Off j Ma °'0WS.t ,x3I 3o a 5a ,T L1ND S(IRV�6YWC SCALE IPI FEET �.de 2m5r>2eor vq •u�sneer 6016 ,� C 2 3 j////, /k 4 5 6 A KEY NOTE LEGEND \ �_Cl v� R . s Desai.Uon Date R1 REMOVE CONCRETE PAVEMENT I 0 R2 REMOVE CONCRETE CURB AND GUTTER Check: DAR North \ V R3 REMOVE BITUMINOUS PAVEMENT D S '`� AND ENGINEERS TGy R4 REMOVE FENCING (INCLUDING FOOTINGS, GATES, AND H 4.0 \ CONCRETE MAINTENANCE STRIP) ^ • RS REMOVE SIGN AND POSTS 1 \ R6 \ \ � CQY ANDERSON .NUX SON ON ASSOCIATES. WC. urvosaven.cxrre srre vrw cmcervmrv�'ewc REMOVE STORM SEWER }i P3 R9 O�F RT REMOVETREE CONCRETE R8 REMOVE TENNIS NET POSTS STEP OR9 P2 SAWCUT 4 FT. CHAIN 8 Pi PROTECT CONCRETE PAVEMENT LINK FENCE BFT. CHAIN P2 PROTECT CONCRETE CURB AND GUTTER INK FENCE OPROTECT P4 BITUMINOUS PAVEMENT PROTECT FENCING (INCLUDING FOOTINGS AND GATES) �kf�1 A,� Z�'^�� P4 nr+ � P1 RS ONCR R4 OPROTECT TRAFFIC CONTROL SIGN AND POST RI OPROTECT RETAINING WALL vy+ OPROTECT STORM SEWER OPROTECT TRACK SURFACE CONCRETE Pi P9 OPROTECTTREE ®1 PROTECT LIGHT POLE G ft A 5 5 Xi REFER TO SHEET C1.42 - UTILITY AND EROSION CONTROL PLAN, C FOR TREATMENT C D D NOTES: 1. REFER TO SHEET C1.31, GRADING PLAN - EAST PARKING, FOR GENERAL NOTES. 2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES )CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN. 3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS. '�✓/7iTJ7Ui / N G U LEGEND CONCRETE PAVEMENT REMOVALS II 11 II 11 II 11 CONCRETE CURB AND GUTTER REMOVALS BITUMINOUS PAVEMENT REMOVALS FENCING REMOVALS - UTILITY REMOVALS ® TREE REMOVALS ------SAWCUT R1 REMOVALS KEYNOTE —PROPERTY LINE CONCRETE 7 a �T may\\�G�y \ `S PB EY ONE W P9 \ 8 FT. N \\ UNK FEN G R A S S X1 REMOVE AND REPLACE REQUIRED FOR UTILITY IN g MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, Mt\T 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, Mt\T 55362 I harry certify that thl. plan, speciflcatlon , report m pl%.,V by me err under my dk.t .4—i.lon and that I am a duly Lkmxd PROFESSIONAL ENGINEER ands the lax. of the State o7 MIMN_ TA VAYIV A. KCT \ �_Cl v� R . s Desai.Uon Date Num Comm: 248 Date: I/2V201i 11 "112 Drawn: L.D Check: DAR North \ 0\S WOLD ARCHITECTS \ D S '`� AND ENGINEERS TGy 332 Mnaaom Sven, Su:m W2000 Sm., Peal, MN 55101 \ H 4.0 \ \ ^ —Id..— 1651.227.7773 6`1T. CHAIN UN / \ \ \ � \ ANDERSON .NUX SON ON ASSOCIATES. WC. urvosaven.cxrre srre vrw cmcervmrv�'ewc I harry certify that thl. plan, speciflcatlon , report m pl%.,V by me err under my dk.t .4—i.lon and that I am a duly Lkmxd PROFESSIONAL ENGINEER ands the lax. of the State o7 MIMN_ TA VAYIV A. KCT N -be, 40180 Dote OI/Zi/201i R . s Desai.Uon Date Num Comm: 248 Date: I/2V201i 11 "112 Drawn: L.D Check: DAR North REMOVALS PLAN -EAST PARKING Scale: I"=30' CITY SUBMITTAL C 1o11 ,� C A e C D 1 2 3 4 . �J E / P1 / P2 / P7 e � T R E E S F TENNIS COURTS '' SCALE: I"=30' 5 6 7 NOTES: 1. REFER TO SHEET C1.31, GRADING PLAN - EAST PARKING, FOR GENERAL NOTES. 2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN. 3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. S. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS. LEGEND CONCRETE PAVEMENT REMOVALS ��• I BITUMINOUS PAVEMENT REMOVALS MV MV -902 -903 BFT UNK /FNCf,N 6 KEY NOTE LEGEND R1 REMOVE CONCRETE PAVEMENT R2 REMOVE CONCRETE CURB AND GUTTER R3 REMOVE BITUMINOUS PAVEMENT R4 REMOVE GRAVEL SURFACE R5 REMOVE AGLIME R6 REMOVE FENCING (INCLUDING FOOTINGS AND GATES) R7 REMOVE WATERMAIN R8 REMOVE HYDRANT R9 REMOVE TREE ®7 SAWCUT P1 PROTECT CONCRETE PAVEMENT P2 PROTECT CONCRETE CURB AND GUTTER/VALLEY GUTTER P3 PROTECT BITUMINOUS PAVEMENT P4 PROTECT GRAVEL SURFACE P5 PROTECT AGLIME P6 PROTECT FENCING (INCLUDING FOOTINGS AND GATES) P7 PROTECT TRAFFIC CONTROL SIGN AND POST PB PROTECT SANITARY SEWER P9 PROTECT STORM SEWER P7 PROTECT WATERMAIN P7 PROTECT TREE ®7 PROTECT UNDERGROUND UTILITY X7 REFER TO ARCHITECTURAL PLANS FOR TREATMENT MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 rw7oll WOLD ARCHITECTS AND ENGINEERS 332 Mm-.. S—, Sui,c W2000 Seine teal, MN 55101 wold..— 1651.227.7773 \ti ANDERSON -JOHNSON ASSOCIATES. WC srre vrw cmcErvcwEt'xwc I h—Y certify that thl9 plan, speclflcatlon m report asprepared Ey me a under my &.t supeMslon and that I am a duly Lk msed PROFESSIONAL ENGINEER under the I0e9 of the Stole o1 MIMNr TA VAVIV , KCT GRAVEL SURFACE REMOVALS Dote 01/27/2011 AGLIME REMOVALS s FENCING REMOVALS - - UTILITY REMOVALS ® TREE REMOVALS f 'I MASS TREE /SHRUB REMOVAL ------SAWCUT R1 REMOVALS KEYNOTE PROPERTY LINE MV MV -902 -903 BFT UNK /FNCf,N 6 KEY NOTE LEGEND R1 REMOVE CONCRETE PAVEMENT R2 REMOVE CONCRETE CURB AND GUTTER R3 REMOVE BITUMINOUS PAVEMENT R4 REMOVE GRAVEL SURFACE R5 REMOVE AGLIME R6 REMOVE FENCING (INCLUDING FOOTINGS AND GATES) R7 REMOVE WATERMAIN R8 REMOVE HYDRANT R9 REMOVE TREE ®7 SAWCUT P1 PROTECT CONCRETE PAVEMENT P2 PROTECT CONCRETE CURB AND GUTTER/VALLEY GUTTER P3 PROTECT BITUMINOUS PAVEMENT P4 PROTECT GRAVEL SURFACE P5 PROTECT AGLIME P6 PROTECT FENCING (INCLUDING FOOTINGS AND GATES) P7 PROTECT TRAFFIC CONTROL SIGN AND POST PB PROTECT SANITARY SEWER P9 PROTECT STORM SEWER P7 PROTECT WATERMAIN P7 PROTECT TREE ®7 PROTECT UNDERGROUND UTILITY X7 REFER TO ARCHITECTURAL PLANS FOR TREATMENT MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 rw7oll WOLD ARCHITECTS AND ENGINEERS 332 Mm-.. S—, Sui,c W2000 Seine teal, MN 55101 wold..— 1651.227.7773 \ti ANDERSON -JOHNSON ASSOCIATES. WC srre vrw cmcErvcwEt'xwc I h—Y certify that thl9 plan, speclflcatlon m report asprepared Ey me a under my &.t supeMslon and that I am a duly Lk msed PROFESSIONAL ENGINEER under the I0e9 of the Stole o1 MIMNr TA VAVIV , KCT Reqs.''— ,�1� Dote 01/27/2011 Revision s Desariolion Date Num Comm: 44 Date: 01/27/1/ 01/2 2017 (1) Drawn: LV Check: DAR North REMOVALS PLAN - TENNIS AND LOADING DOCK Scale: 1"=30' CITY SUBMITTAL U1.12 1� C 1 . . 2 . . 3 . . 4 . . 5 . . 6 . . 7 . . 6 . . A 8 D LEGEND • REFERENCE KEY TO SITE DETAILS 1 DETAIL I.D NUMBER (TOP) 21 DETAIL SHEET NUMBER (BOTTOM) V I I PROPOSED CONCRETE WALK z1 r • I ` :I 1 ' I PROPOSED CONCRETE SLAB s PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT Y � PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT Y ' PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT 16 21 PROPOSED TENNIS COURT PAVEMENT �� 21 PROPOSED CHAIN LINK FENCING 9 11 21 21 -PROPOSEDCHAIN LINKFENCINGWITH MAINTENANCE STRIP 1s 21 CLF FENCING KEY NOTE 01 PROPOSED TRAFFIC CONTROL SIGN s1 21 O PROPOSED MA14HOLE(MH 11 21 ® PROPOSED CATCH BASIN (CB 10 21 PROPOSED HYDRANT (HYD) C2 N PROPOSED GATE VALVE (GV) 13 F O 21 PROPOSED DECIDUOUS TRE 23 21 ® PROPOSED CONIFEROUS TRE2 ® PROPOSED SHRUBS z4 f•�•�••�••�•'•'•i APPROXIMATE SOD LIMITS ----------- PROPOSED __PROPOSED SEED MIX El 4'X 4' SCOURSTOP TRANSITION MAT — — —PROPERTY LINE 1. REFER NOT ESO EX SHEET C1.31, GRADING PLAN, FOR GENERAL NOTES. STN ST AT OUTS (369 TOTAL STALLS): MAIN PARKING LOT (NORTH AND EAST = 324 STALLS 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. NORTHWEST PARKING = 41 STALLS TENNIS PARKING = INFORMAL PARKING AREA 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB. PROPOSED PARKING COUNTS (464 TOTAL CAR STALLS): 4. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED SHALL RECEIVE AT LEAST MAIN PARKING (NORTH AND EAST) = 407 STALLS 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. NORTHWEST PARKING = 41 STALLS TENNIS PARKING = 16 STALLS 5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCESSIBLE PARKING STALL REQUIREMENTS = 9 STALLS ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ACCESSIBLE PARKING STALLS PROPOSED= 15 STALLS (14 EXISTING, 1 PROPOSED) ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RESOD OR RESEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 7. TREE PROTECTION - INSTALL ORANGE SNOW FENCE AT DRIP LINE. MAINTAIN FOR DURATION OF PROJECT. MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Mna Sven, Su:m W2000 Sm., Pvd, MN 55101 wold,amm 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES. $ WC. Scale: NTS C1.20 CITY SUBMITTAL I harry cadfy that this plan, speciflcatlon m report %-' l• _ xas pll%.,W by me m under my dk.t ,upa .I. and that I am a duly ucenxd PROFE55IONAL ENGINEER / ------ under the lax, of the State o7 MINkE50TA VAYIV A. KCT N -be, `10180 Dote OI/Zi/201i R .s Oesaio0on Date Num COMM: 248 Date: OI/2V201i 01/ (1) Drawn: LV Check: DAR North OVERALL SITE PLAN Scale: NTS C1.20 CITY SUBMITTAL ,� 0 NOTES: A 1. REFER TO SHEET C1.31, GRADING PLAN, FOR GENERAL NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. 4. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 5. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RESOD OR RESEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 6. TREE PROTECTION - INSTALL ORANGE SNOW FENCE AT DRIP LINE. MAINTAIN FOR DURATION OF PROJECT. LEGEND REFERENCE KEY TO SITE DETAILS DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) V I I I PROPOSED CONCRETE WALK z, PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT@ -PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP 9 ,2 z, z, Cep FENCING KEY NOTE O PROPOSED MANHOLE(MH) 2, �@ C 0 PROPOSED CATCH BASIN (CB) @ O. PROPOSED DECIDUOUS TREE 23 2, ® PROPOSED CONIFEROUS TREE 22 21 ® PROPOSEDSHRUBS24 21 I;•••••••••••••••; APPROXIMATE SOD LIMITS •--_-_-_•-, PROPOSED SEED MIX �'eo oo'e eseoS4e! f PROPOSED MULCH BED El 4' 4' X 4' SCOURSTOP TRANSITION MAT —PROPERTY LINE 0 FENCING KEY NOTES 6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL AND s ,2 2, 2, CLF CONCRETE MAINTENANCE FENCE �pW 12' WIDE, 6' HIGH DOUBLE SWING GATE WITH LOCKING DEVICE@ CPLANT SCHEDULE ALIGN WITH EXISTING CONCRETE WALK ANI ALIGN WITH EXISTING SSSY SEED ADDITIONAL AREAS AS REQUIRED GRASS l•. ...... i9oa+r !SYMBOL JCOMMON NAME SCIENTIFIC NAME I QTY. I Sig ROOT IDECIDUO(1S SHADE TREES IAF FIREFILL MAPLE Acer% freemani'AF#1' 2 2-1/7'caI I I F IGT NORTHERN ACCLAIM HONEYLOCUST Gleditsia triacanlhas rar. inennis'Hane' 3 23/7' cal. 88B ICO HACKBERRY Celtls occidentalis 3 2-1/7cal B&B TC GREENSPIRE LINDEN THIS cmdata'Gmenspim' 1 2-1/7cal B&B C IFER IP f' AN PINE Pinus nigra 3 6' 68B DECIDUO S SHRUBS IDL IDWARF BUSH HONEYSUCKLE Dierdlla lonicem 11 #5 Cord 5 6 7 6 r f^Z Nu�ipaa 40180 Date OI/Zwon a BASEPOO-I.NTJ1 =INT F Oesai.11- INTERSECTION TING CURBS G R A 5 5 Im we gA.,IV IQLAY 'NAN�\ 15 2.1 •i- - - - - - - - 4" WIDE PAINT - STRIPE (TYPICAL) •.%_ - _ - _ - _ - _ - _ - _ - _ _ _ _ _ - \ s •i_____________ ••\�\\-_____ 9SQtl STALLS •If - - - - - - - -•••• •;'� � j \ (TYPICAL) ••r---------------- •;•;•;• \-i r_- J'WNiE PLANT_ _ _ _ _ •�• ••••••••••••••••• /y � \ 7\\ moo 1p'6_C 2.1 IAN)- - %- .•.`••�' �. 5':'�•'•'•'•'•'•'•'•'.•.(['.rY _-__-- \\ \ \ c _ _ - _ - _ --•••••••••�•••�••••_ - _ - _ G R A S 5 GRASS .S _______________________________________ - - - - - EMNDMAINTSTRIP_MIN. - - - - - 1} BEYOND-0OST-(TYR{ _ _ _ _ CLF - •••� CONN ECT TO EXISTING FENCE. ATTA 12'W EXISTING FABRIC TO NEW FENCE PO O C R A S S G R A S S CITY SUBMITTAL MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, Mt\T 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, Mt\T 55362 r I WOLD ARCHITECTS AND ENGINEERS 332 Mnaecom Sear, Su:m W2000 Sm., Peal, MN 55101 —Id..— 1651.227.7773 ANDERSONGINC. JOHNSON ASSOCIATES', WC srre vr-w cmcervmrvr�'ewc I harry certify fhat thl. plan, speciflcatlon m report m pl%.,V by me err under my dk.t s.Pa .Iol and that I am a duly ucenxd PROFESSIONAL ENGINEER ands the lax. of the State o1 MINlE50TA VAYIV A. KCT Nu�ipaa 40180 Date OI/Zwon R.A.i s Oesai.11- Date Num Damm: 152248 Date: OI/2V201i Drawn: LV Check: DAR North SITE PLAN - EAST PARKING ,� C A B C D 11 D 1 2 3 4 . . 5 . . 6 . . 7 . . 8 . . \ \ \ TENNIS CDNE?TENT \ ! DICULAR NOTES: 1. REFER TO SHEET C1.31, GRADING PLAN, FOR GENERAL NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. TENNIS NETS BY OWNER (TYP.) 4. FOR 10' HIGH FENCE, TENNIS COURT FENCE POSTS (CORNER, END & GATE) SHALL BE SET IN CONCRETE FOOTINGS AS DETAILED. LINE POSTS MAY BE AIR DRIVEN. 5. FOR 4' HIGH FENCE, FENCE POSTS (CORNER, END & GATE) SHALL BE SET IN CONCRETE FOOTINGS AS DETAILED. LINE POSTS MAY BE AIR DRIVEN. 6. BOTTOM RAIL SHALL BE SET A MAXIMUM I" ABOVE PAVEMENT SURFACE. 7. CHAIN LINK FENCE FABRIC SHALL BE AT LEAST AS HIGH AS THE TOP RAIL AND SHALL EXTEND NO MORE THAN 1" ABOVE THE TOP RAIL. S. ALL GATES SHALL BE EQUIPPED WITH APPROPRIATE LOCKING DEVICES - REFER TO DETAILS 10 AND 13 OF C2.12. 9. ALL TENNIS COURT FENCING SHALL RECEIVE GALVANIZED OR ALUMINIZED FINISH - REFER TO SPECIFICATIONS. 10. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB. 11. ALL DISTURBED AREAS OUTSIDE THE TENNIS COURTS AND LOADING DOCK WHICH ARE NOT DESIGNATED TO BE PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. 12. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 13. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RESOD OR RE -SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 14. TREE PROTECTION - INSTALL ORANGE SNOW FENCE AT DRIP LINE. MAINTAIN FOR DURATION OF PROJECT. LEGEND 1 REFERENCE KEY TO SITE DETAILS 21 DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) V I I PROPOSED CONCRETE WALK 21 r • I ` :I -, II PROPOSED CONCRETE SLAB 21 V1�� PROPOSED LIGHT DUTY BITUMINOUS PAVEMENT Y PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT Y PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT18 21 PROPOSED TENNIS COURT PAVEMENT1 21 PROPOSED CHAIN LINK FENCING 9 11 1a 1 21 21 PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP 12 1a 21 21 s FENCING KEY NOTE CLF a1 PROPOSED TRAFFIC CONTROL SIGN 21 21 PROPOSED HYDRANT (HYD) 12 21 04 PROPOSED GATE VALVE (GV) 13 21 O, PROPOSED DECIDUOUS TREE 23 21 r•'•'•'•'•'•'•'•'•i APPROXIMATE SOD LIMITS • , PROPOSED SEED MIX 4' X 4' SCOURSTOP TRANSITION MAT —PROPERTY LINE o ♦ ♦♦CLF •• i______________ _-_-_-_-_-_-_-_-_-_-- ___ ��j//��/� `•• 2'W ••••%'6A43••oDRSYGRAIOlLsr R"Ar. E•••.MALC=NDTO NCRIPMASK EDGE • Ahs. .•..�.•••••:�____�' 1` ///// /�71 FENCING KEY NOTES 10' HIGH CHAIN LINK FENCE WITH TOP, MIDDLE, AND BOTTOM RAIL t -12'Y-18'\ CLF AND CONCRETE MAINTENANCE STRIP (SPACING = 8' O.C. MAX) 21 21 e6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL WITH CLS VERTICAL SLATS 21 CLF 6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL 311 T HIGH, 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 13 1a 4'W PROVIDE TRANSOM OVER GATE 21 21 y,W 6' HIGH, 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE 21 21 6' HIGH, 9.5' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE 10 5 AND VERTICAL SLATS 21 6' HIGH, 12' WIDE DOUBLE SWING GATE WITH CENTER PLUNGING 1p 12W ROD AND LOCKING DEVICE 21 10' HIGH, 12' WIDE DOUBLE SWING GATE WITH CENTER PLUNGER 1p 12W ROD AND LOCKING DEVICE 21 os NET POST ssi Dote OI/ZT/201T ®NET STRAP ANCHOR s8 TR PLANT SCHEDULE ISYMBOL COMMON NAME DECID S SHADE TREES IAF 11IREFALL MAPLE IGT NORTHERN ACCLAIM HONEYLOCUST CO HACK BERRY ITC GREENSPIRE LINDEN IGDNIFERoy$ Trym$ UJ�'CUS'I F'lClAN PINE DECIDUCil S SHRUBS IDL IDWARF BUSH HONEYSUCKLE MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 r I SCIENTIFIC NAME I QTY. I SIZE (ROOT Acer x freemani'AF#1' 2 2-1/2" cal B&B Gleditsia thacanthos.2r. inennis'Hane' 3 2-1/2 "cal B&B Celtis Occiderdalis 3 2-1/2" cal. B&B Tha cordata'Gmensplre' 1 2-1/2" cal B&B I Pinus nigra 3 6 B&B I Dlemlla Ionlcem 11 A5 Cord CITY SUBMITTAL I harry certify that thl. plan, speciflcatlon m report m pl%.,V by me err under my dk.t supaNsion and that I am a duly ucenxd PROFE5510NAL ENGINEER under the lax. of the State o7 MINN TA VAVIV A. KCT WOLD ARCHITECTS Dote OI/ZT/201T AND ENGINEERS 332 Mmaecom Sear, Sm. W2000 Date Smnr Pad, MN 55101 Comm: —Id..— 1651.227.7773 Date: C"'12 OI/2V201T N Drawn: LV ASSOCIATES. $ Check: DAR uN WC srrevr-w cmcervmrv�xwc G�Oe SCIENTIFIC NAME I QTY. I SIZE (ROOT Acer x freemani'AF#1' 2 2-1/2" cal B&B Gleditsia thacanthos.2r. inennis'Hane' 3 2-1/2 "cal B&B Celtis Occiderdalis 3 2-1/2" cal. B&B Tha cordata'Gmensplre' 1 2-1/2" cal B&B I Pinus nigra 3 6 B&B I Dlemlla Ionlcem 11 A5 Cord CITY SUBMITTAL I harry certify that thl. plan, speciflcatlon m report m pl%.,V by me err under my dk.t supaNsion and that I am a duly ucenxd PROFE5510NAL ENGINEER under the lax. of the State o7 MINN TA VAVIV A. KCT Nu�Maa" 40180 Dote OI/ZT/201T Revis ons 0esaio6on Date Num Comm: Date: C"'12 OI/2V201T (1) Drawn: LV Check: DAR North SITE PLAN - TENNIS scale: 1"=30' RI C A e C D 11 u 1 2 3 4 . . 5 . . 6 t' PAINT SHALL EXTEND TO MAINTENANCE STRIP - MASK EDGE 0 12 TENNIS ALTERNATE #4 SCALE: 1 "=30' • y� jly�' L�v� CLF �4%MALE `3fi pp.�♦ ```` `,S �` `CLF` •i••�_�p , \\��'' _ _ _ _ _ _ _ _ _ _ _ _ _ _ NET TR VET—Li 08 3w,4X4'SCQQuRSTOyl T NSITIONMA7(p) — —Jill — 19 gE1R512–_–{ CONCRETE PVp INTENANDIE _ I. I STRIP –_ _ _ _ _-135 a0'• �� –_– \ �� -----------------may GRAVE L NOTES: 1. REFER TO SHEET C1.31, GRADING PLAN, FOR GENERAL NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. TENNIS NETS BY OWNER (TYP.) 4. FOR 10' HIGH FENCE, TENNIS COURT FENCE POSTS (CORNER, END & GATE) SHALL BE SET IN CONCRETE FOOTINGS AS DETAILED. LINE POSTS MAY BE AIR DRIVEN. 5. FOR 4' HIGH FENCE, FENCE POSTS (CORNER, END & GATE) SHALL BE SET IN CONCRETE FOOTINGS AS DETAILED. LINE POSTS MAY BE AIR DRIVEN. 6. BOTTOM RAIL SHALL BE SET A MAXIMUM 1" ABOVE PAVEMENT SURFACE. 7. CHAIN LINK FENCE FABRIC SHALL BE AT LEAST AS HIGH AS THE TOP RAIL AND SHALL EXTEND NO MORE THAN 1" ABOVE THE TOP RAIL. 8. ALL GATES SHALL BE EQUIPPED WITH APPROPRIATE LOCKING DEVICES - REFER TO DETAILS 10 AND 13 OF C2.12. 9. ALL TENNIS COURT FENCING SHALL RECEIVE GALVANIZED OR ALUMINIZED FINISH - REFER TO SPECIFICATIONS. 10. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB. 11. ALL DISTURBED AREAS OUTSIDE THE TENNIS COURTS AND LOADING DOCK WHICH ARE NOT DESIGNATED TO BE PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. 12. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. 13. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SOD OR RESEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 14. TREE PROTECTION - INSTALL ORANGE SNOW FENCE AT DRIP LINE. MAINTAIN FOR DURATION OF PROJECT. LEGEND REFERENCE KEY TO SITE DETAILS DETAIL 1.13 NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK tss1 4• I :I �' % I PROPOSED CONCRETE SLAB s 1 V1111111 PROPOSED LIGHT DUTYBITUMINOUS PAVEMENT s PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT 2 PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT 1s 21 PROPOSED TENNIS COURT PAVEMENT11 z1 -'ROPOSED CHAIN LINK FENCING /7'v' 11 18 21 21 21 PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP 12 1a 21 21 CLF FENCING KEY NOTE a1 PROPOSED TRAFFIC CONTROL SIGN 21 21 PROPOSED HYDRANT (HYD) a N PROPOSED GATE VALVE (GV) 13 21 O PROPOSED DECIDUOUS TREE 23 21 i•••••••••••••••••i APPROXIMATE SOD LIMITS • , PROPOSED SEED MIX 4'X 4' SCOURSTOP TRANSITION MAT —PROPERTY LINE 4 7 5 LOADING DOCK ALTERNATE #1 12 SCALE: 1"=30' FENCING KEY NOTES 10' HIGH CHAIN LINK FENCE WITH TOP, MIDDLE, AND BOTTOM RAIL 12 1S CLF AND CONCRETE MAINTENANCE STRIP (SPACING = 8' O.C. MAX) p 1 p 1 eV HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL WITH e9 CLS VERTICAL SLATS 21 CLF V HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL Y 7' HIGH, 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE. 13 1a 4'W PROVIDE TRANSOM OVER GATE 21 21 4'W 6' HIGH, 4' WIDE SINGLE SWING GATE WITH LOCKING DEVICE 21 21 6' HIGH, 9.5' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE 10 5 AND VERTICAL SLATS 21 6' HIGH, 12' WIDE DOUBLE SWING GATE WITH CENTER PLUNGING 1p 12W ROD AND LOCKING DEVICE 21 10' HIGH, 12' WIDE DOUBLE SWING GATE WITH CENTER PLUNGER 10 12W ROD AND LOCKING DEVICE 21 os NET POST @ Num rR NET STRAP ANCHOR p8 PLANT SCHEDULE Drawn: LV (SYMBOL COMMON NAME Check: DAR North DECIDUO` S SHADE TREES IAF F REFALL MAPLE IGT NORTHERN ACCLAIM HONEYLOCUST Co HACKBERRY ITC GREENSPIRE LINDEN CONIFERO S TREES IPN JAUSTRUAN PINE IDECIDDCI S SHRUBS IDL IDWARF BUSH HONEYSUCKLE SCIENTIFIC NAME I QTY. I SIZE (ROOT Acer x freemani'AF41' 2 2-1/7'cal B&B Gleditsia triacanthos 1Gr inennis'Hane' 3 2-1/Z' cal B8B Celtis occidentalis 3 2-1/7c I B&B Tilia cordata'Gmenspim' 1 2-1/Z' cal B&B I Pinus nigra 3 6 B&B I Diervilla lonicem 11 #5 Cord CITY SUBMITTAL MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 Wol WOLD ARCHITECTS AND ENGINEERS 332 Mnaecom Sear, Sure W2000 Sm., Pvd, MPI 55101 —Id..— 1651.227.7773 GEvc.ANDERSON-JOHNSON ASSOCIATES', WC srre vrw cmcErvcwEt'xwc I harry certify fhat this plan, speciflcatlon or report m pl%.,V by me err under my dk.t s.Pa .I. and that I am a duly Lkmxd PROFESSIONAL ENGINE[ -R ands the lane of the State o1 MINN TA VAVIV A. KCT Regi.ba"40180 Dote OI/Zwon Revis ons 0esaia6on Date Num Comm: 152248 Date: OI/2V201i Drawn: LV Check: DAR North SITE PLAN - LOADING DOCK AND TENNIS ALT. Scale: 1"=30' rIIr1�IJ� 11 � 11� 'il'o® Ill' 1 . . 2 3 4 g g 7 g GENERAL NOTES s3 / " i p ^q® \ p �� MONTICELLO / � c a:?° L">0 \ \ \ 'tea R° ' C °'� 9Jz. TC W„.D 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. •�z'6 B3ra MIDDLE SCHOOL Da40 y B J2 !� �i \ \ 'Y9� S1^8715 RENOVATION 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION J e/ 93x3 >>' " 2'6 ti �9a`° p ° 93x.6 �� a2\ \ STAKING/LAYOUT. .� o / vaz,fi 7c 4y gals Ja G�saJ �J, \ �j 7p 3. THECONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, s- �_ " +xa.I t _ .-• "\ a /gyp 7' \ \a>n a��g*q `\ \ '\y37J 9315931'7 \ 5320 0 "931.4 PHASE 11 A INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE J / �:i ewzs 9 \ 931.9 • +931b >r(, ° CITY. '` / vl6 - s gala vy \ '4 800 Broadway St E BJ26 �' m w1.5 - \ wJ $ >'K Monticello, MN 55362 4. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. .R� I / s3z.3 GRAS a tc + ® 5\ +w1.g O BJJ67 ^835 eszr7 arc BSB3 "S!, \s��az� GS 5. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF / 6 ,gaga 831.2 -9 1 p Tc 113 MATERIALS TO BE HANDLED. / / ev.5 9 / zl _ \ 1c r �° z \ °3� \ INDEPENDENT SCHOO ,( �"971.6 6. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. / +m35 +Ts.1 93x6 _,� 9319 fiJ 6 7C e " g "9706 9310\ \ aJ JO 938 g -\ "p31.4 \ 9J1� DISTRICT #882 7. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT . 0 / " 9333 8910 ME ea" � 79307 \ \ O 9JI�9 Ya, 302 Washington Street 6 /" 892.0 8]1.8ME gsls a +\ w. •°R, \ Monticello, MN 55362 8. REFER TO ARCHITECTURAL PLANS FOR LOADING DOCK DIMENSIONS AND LAYOUT. r ' �Jrc / ° ui.6 ME 6 u1 -z 6 M I N /^ DSo.fi c" y3D, �a as JJ1' `y 9313 "yal5 832+ / °2933.0 9919 ME I.0 " 9304 970.8 gage a`yZJ �3� \5"",, 9. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF g f _933-4.0 IN! cu1.a u1.1 ME sags \ + .s ---� :3D.e X31 gal M N SECTION 01 8913, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE 9a °j3- °j > a u1.7 9S0S ew 931.5 \ 13 RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. RZ2 33x6 ,, 033' r Sz W1.9Mj / s u1.9 u1.8 '8918 u1.e 890.8 ME '1y, \`q, Stc `g 931 9378 \ �� p 9 991.8-esz 890.8 B]&9 ME 930.1 + 0 /' Si \ e3 10. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED \ s3i DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION _ \ �1 e 01.6 ME 3 1 4\ aif f �uf i 898.1 9]8.9 ME +eao.z wo.-P KEYS70t�E 932 , -1311 3 AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. Y +"� -992'99 - 3u1.9 J,g WALL B 980. �/ 4IIrCMMti OJJZ4 B91.y 899.0 G FFyy ] ME 11. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. / LIN11R8I�ENCE- "9260NK:ENC€I'J g may\ B9&5 ME v4' 93 49S >ti � 2- 93\ �IhKWB�� ie �p,° O p.J .t9a1.0 / " /a $% F--.a12� \\ \ \ �•y]0 �� 930.9 p, p (, 12. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. \JME 99-19 \ .2, 13. 13. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES 5.6 �y\\S'$3�^•y]09 9�z °20.0 \\ +a27.1` y\ 329.8 r uf.4 ,a .4 WA INCLUDING TURF AND VEGETATION WHICH ARE TO REMAIN. + "v1R ( ) 828.4 ME 926,D \ ?)297 40 r. -8x34 92 .v ^9x69 \ �4D. Y,,, .e. ° •Nx9z 4 g /s �. �2 \ "-i9, s, 848.993 9x35\ \\�' '°w lb NN 14. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS I3 8306 s 3 z / 4 (1 NK CNA/N vx6g a \ 92937 a5 e: '1 Z\� OTHERWISE NOTED. +926.4 INCE " - g2g,0�/ eze �G IN x 9Z8 0 _ _ 9x :l `�" / H _ "9x3 ♦ Rw \ \ a \ 'rn ` 927.2 _ 828 "970.4 15. SPOT ELEVATIONS SHOWN IN PARKING LOTS DRIVES AND ROADS INDICATE GUTTER GRADES .0 UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING Me EAST PARKING EXPANSION ' v s z 9x5 Sa 4 pv,� ® \ PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH 92 927 LABELS INSIDE THE BUILDING PERIMETER INDICATE FINISH FLOOR ELEVATIONS. CONCRETE 9Y&S ME�j +vz4a 92&0 eies 9x81 .0 5�9z4.1 1�� 3.\ \\�-`z\ p °� WOLD ARCHITECTS 92 FT. CH 9u.7ME " 99Y4.6ME \ > AND ENGINEERS 16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, 1 9ygq ME J me " 9snZ4.1 9Y&Y aR ��e' \UNK - z 9{'e � FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN J_ 9x7.3 �� / en'g a 6. 821.e� J �� N 1 922.2 sue �>- 8 9u-.- \ p e 332 Minnaora Sven, Su:m W2000 ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT 272 " / 1R 928 J 92&9 C G " / 92 \ - 8= _ \ °za; ' Ji0 r Svns P.J, MN 55101 SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. S "928'7 / 922.3 �/ \ / 911°bp ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL .9x64 M6MEY2��}4 9z B47 eYi.d x919 aN y / Bia9 ME - TO THE CONTRACT. I Tawe " INA By�g 921.1 I� �q 83080 ga°s p�{J, aO w Idaamm 1651.227.7773 7.3� .0 941.7 eYgS,]ME �1.6 \ / LIN a.3 17. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS \ 94&9 IN �9p>• / � 9x0.9 11x2 5 g BYAB, \ \ 9x3.9 \ DY&d ME t 3 °6J ANDERSON -JOHNSON OTHERWISE NOTED. 927.9 ME � \ � azs?�-tom � 9x3257 � �\ INFIL'�^{�2ATION BASIN -EAST " �° �\ ex�. e 9x49 BOl-TON X30.9 I \ ASSOCIATES'. 18. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE AT �ME� zz9 ,INFILTRATION BASIN - PAIRKI ° 51II ME �9URf({ARk" BOTTOM=T,5/59F\ 11u3 " � B WCLEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO SHEETS C1.21 ANDe9 9u.5 BtmnJ.L ua5 H`9Y1 g piif,yE Y8 E7 BOTTOM=I,BSO SF 929 \ 9y�E0 921.987.22 -SITE PLANS, FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY �� RREE�A�� CONSTRUCTION SHALL BE SEEDED. '\ 9Yg \ 9s&4 NwL X926 d / \\ 9x32 \ 19� 21 9ffi9 / �\\ 9 826 7 '9 7'1 EOF=9Y&Y 15 16 gi. \\939 \ ezfib 9x9.7 \ si>-. 82.1 82.1 /eus em.B 924.7 \\ 19. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A e2 9� ' J Oz / / \ 926.0 • CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE _ 928 y �z 9'^, \ \ \\\\\ B 9u.5��\ ' 92&4 9y6^,Y�y ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO \ e . ez6 e m926.6 \ 1129/,�y / Y\ 1 `te\\ ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. +yz7 D z7.s� "9289 \ \9ITA UNN/NG IRA94x,4 ME \�➢n'Y 92Jt CRfTr_ 1 \ \ \ 9Z 82A3 9Y&Y EOF J g99 I 1 �g / 9207- A Jy/az �J „ I 2 20. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN 11x7.°� ezde \9Rg e'xpl vzz -'T za1 �N BYi.d X19\ / " �\ \ ACCEPTABLE TURF, THE CONTRACTOR SHALL RESEED OR RESOD ALL APPLICABLE AREAS, "B2J5 s -13.15 z,n \ > "" 5 821.8 EOF "927.4 92. \ 927 9Y].] / „G R/ fr!� AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. .59 .\ a�g{ ./ / XJ.21. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0'• 9zJA z ei2All 1.93899M.5 -` VL/%tt BURY TOP OF PIPE TO FINISH GRADE . ez7 s..3x6.11a9 \eY uie ME 821.8 1 ME snmcrl� \ / ( ) " 20.8 "Dx8.0 \ \ OVA ME 9Y1A \ N• INV 22. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.) MEETING ASTM C76, WITH FLEXIBLE 9x7 7\° 9,11 ° y21,97 D WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) "3x7.6 ez7 z fey\ RM INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. "9x66 \ 17 23. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: .sz70 ^3x7.9 .927.6 "027.3 y�'169` \ 927.D "929..1 zes\ 9Y1,]ME a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL _ 9zJ'� rma zaOaR\ azR97.� T 1.9 "D2(- / 91� eta PIPE CONNECTIONS TO ALL CATCH BASINS AND MANHOLES. // eA 2 b. ACCEPTABLE MANUFACTURERS/PRODUCTS: "9x7.6 "11275 .9nA \'g " \ RN g')',' { 917 1za� FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" \ \ n75 ^ 9x7.2 \ \ "BzB,g \ e 9x74 �1a2 N w PRESS -SEAL, WATERS TOP GROUTING RINGS" 6 92.,4 "9�2 erns • 1n. OR APPROVED EQUAL. T. +ezaD ^027.1 " "ez7.s "9x7.2 \ ag \ BZRu 927.2- j • 25. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, \ ez6� 9- '/ CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE 127.1 R7 DFOR FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE "sz7s "x275 ^9x7.3 ^9x7.9 .2 \ 826 9 11 g \ MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). ^9x7.6 +_`'_5 B 9x6. \ �27 j / 1 harrcer y tify that thl9 plan, speciflcOtiOn m report ^.7.7 "827b " 7.7 "927.7 '\ / / / / / xm prep°rW by me err under my dk.t paVi.l. and G R A 5 S � ez 9 0 that I an a duly Lkmxd PROFESSIONAL ENGINEER 26. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER \ z5lz 1 / an.9 ands the IDxs Of the State 07 MINI•JE50TA POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETIN \ 1 I I I .g2zy HORIZONTALLY FROM ANY WATERMAPER MN PLUMBING CODE. THIS ISOLATION DISTANCE .9x76 ^vz7a s .7 / SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE "9276 ^9277 "°277 +9272 19933 1 I I I / / 1"gzyg/_*1aI E CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). "9x7'6 /I / I (`lVHYIV A. KCT ez7 4 9x73 G R A S S ::9x77 g I I q 4I / 9152 ,{, / Regetratian 4015. Date 01/Z-I/2CJI7 27. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL ^"/ ' I $+, I I Nulla EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE sn.s- _ / I 1 I / ReNsions BEGINNING CONSTRUCTION. �92� _ 'BM I I "/2 / "9T4 1yj,' I I Oexrio0on Date Num 28. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF\9 sx 5 9275 9x75 "3x77 "8975 GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. LEGEND BENCH MARKS (FIELD VERIFY BEFORE USING) Comm: 152248 REFERENCE KEY TO SITE DETAILS 1.) TOP OF TOP NUT OF FIRE HYDRANT 75 FEET -/-WEST OF MOST WESTERLY CORNER OF Date: 01/2112011 e DETAIL LD NUMBER (TOP) SCHOOL BUILDING, ON EAST SIDE OF WASHINGTON STREET. Drawn: L.D (1) DETAIL SHEET NUMBER (BOTTOM) ELEVATION = 938.59 Check: DAR North C EXISTING CONTOUR 2.) TOP OF TOP NUT OF FIRE HYDRANT AT EAST SIDE OF BALL FIELD 25 FEET,/.WEST OFA GRADING ers a EXISTING SPOT ELEVATION BUILDING CORNER. F gy5� PROPOSED CONTOUR ELEVATION = 933.95 PLAN -EAST ` PROPOSED SPOT ELEVATION 3.) TOP OF TOP NUT OF FIRE HYDRANT 25 FEET +/-SOUTH OF SOUTHWEST CORNER OF ICE ARENA. PARKING rg2A8 ME=MATCH EXISTING ELEVATION=930.69 EOF= EMERGENCY OVERFLOW PROPOSED GRADING LIMITS 4.) TOP OF CONCRETE OUTSIDE OF DOOR NUMBER 20 ON EAST SIDE OF SCHOOL. ELEVATION = 935.45 Bse-1 APPROXIMATE SOIL BORING LOCATION O PROPOSED MANHOLE (MH)6211 5.) TOP OF CONCRETE OUTSIDE OF DOOR NUMBER 11 ON WEST SIDE OF SCHOOL. 10 ELEVATION = 935.49 0 PROPOSED CATCH BASIN (CB) 21 Scale:"=30' - -PROPERTY LINE CITY SUBMITTAL 11111 1. 1 2 3 4 g g 7 g MONTICELLO MIDDLE SCHOOL / // 2 a31.1 1\ ,ay.z Fym.a "93I.x -44 6 FT. CHAIN LINK FENCE \ °'°°931A x312 a� M4 RENOVATION ^y/ \ aJ1.3 B3p.3 PHASE II 3 931.1 930.9 MN 55362 s3DBOO Broadway St 0 ((gv//vL/-` / m •/ v 9i 9J0 "951.4 • 131.2 / ,n Monticello, 1 1 ! 0,,,• , J / .931 4 / .8269 . /_� `' 3 b 9 / 911 .9295 3D0 ,Ozer. TC J3 / �i 9YI6 931A a�'e -4I o INDEPENDENT SCHOO 9,1.2 ,931.1 / 929A DJOA 133 930. 2 D ul.z 929.2 .99� ,121.4 DISTRICT #882 302 Washington Street G R A V E L "999.5 Monticello, MN 55362 13D 118 /. // 931.x/ J11.N 831.° alb wy�� / .9JI.J S 929.1 p4�'9 ,929.2 / 131.4 9- 911? .7 121.2 9,Ls79 �9 s / 930.8 p Bz9.l G Z8' M N �, 9364 .eILY fi%t5 � J ,929.2 // 9JP.Y ME' �\ /91 CINE �lA/ 0 F ,'Wn0U941N D D2DA pzeT 3 9 129.2 "ea92 / K 2-A,cfN aJo.7 9 W' Ba' ase? 929 B e / 1N B / / " 894.0 ME 'PI.4 I 933? P xi4 - a P iq , 911.9 ME 0991.BME\ 1a pIPP 929.8 I�"PIN 9 2.SIp N � PIN ME 1.2 931.2 930.9 b\� 9 o D PIN 1 • / %8 �"'.1P1 �d -f � ysl. 9pc � I.o BSa6 esas 9wA °B"ria z 31 N 8 � / \ 13 891.4 ME2 0., 11x% .a.D51, Q 309 30.3 •114A'PIN N9.5PIN �$ t} s32x �5 99A8 MEk �h / /� 994.8 \ 2 �v1xz_/NE� r 993.8 IBtyN \ �I., 9312 ' aJ1.2 J1 p V E 6 eJD.a 9 ° N • S 5N •a _Pl.' BZD ,92&7 .s. i 90.4.0 2 8a1.9 ME 9363 93 10761 .1'/ O R 950.3 9 �'nu e2 \ 1' IN / e 931.1 ME 899.) W 0 9 1.D \ PN B'PIN 2 M1 9A9x0.9 y 8/ 11:4\ �,�� •B 1.5 1�9 .I I W n \ "PY1 931. 831.9 ME 9 4 1"o:i1.. 'PIN J D 9]11,3 IN 7 92 J'9x9D 1202 884.1 ME q 8310 B \ 2 j. 994.9 ME / "562 GAlEJ1 - - ` P1N IS"PIN N ° • 9a0 9295 0 7 I /BJ a'IN D "PIN R 891.1 9321 ME J 9J0� 4E aJ 133.1 3�A 993ae ,a 1a�AI ,861.3 1 y ,9za7 \ . \ z 692 1�z LINK N all •930 • 1. 1u a821ME/ �" %`98&7 �` / / 9JI. ,628.0 I BATA g L a3 Bao.eME B I WOLD ARCHITECTS 9146 Fo \� z �t..PIN Ba.S \ \ 111 FENCE eaP.4 ' "PIN W8.) ti 31.p d`.1 AND ENGINEERS �J I /,�',� / � �SJ• 8918327 \ 919.8 .\].) 9.g BJ1.8 B � B90.B ME s .e3D.4 899]ME .va.2 zD. 5 (,, 0.0.18 \r _ 1%gWALE J 6•s�1 0.191 0.0.11 BAAg ela SB3 ysD. i_` 990.6 ME p 9 829.7\ ,92a4 9]9.9 ) \f.0, 9w B - - - •-9 .o / 332 M�naou Surer, Satre W2000 933.0 c999.4 ME / w% X585 \ eR y 0J 03A4 3 • • F \� 931.7 \ •/�BJ0.8 - - - - - - \ N 0 3 a. G R A V E L 899.4'-• ®948.1. 9 caRofNa I MA �B� J WO 949] `\_,9M3ME I os p46.6� 9 Saim l'aW.MN 55101 899.] 899.1 9 890.4 /(l 980.8 8]0.9 9xa `t ti 89.18 ME / ^„ / \�� 31.7 -.033.7 93 2 I Ez �.kyal.z / e=a.Yll --- BPB.O' 2.92 1 woldae.com 1651.227.7773 9]AO.Ra9 Ao v IINFILTRAT BAST -WEST / / Sae -IME _ ` \ _ _ � - °L 9- _ 9 ,x 9345 9]28 n 894.9 /b .4.}\\ B TTOM=930.2 ) / II} `931.]- ` "-xxx ME �+r92B.B 84&1 ME °� B 8]25 998.8 MEJ 892.14 Oy 931.3 J gURFAGk•A�EAOBOT OM=1,9879F `0.11.d �\ xxx \ \ \ BY&d \ 7o A.NUXRSON-JOHNSON 90.0.8ME AIRS \`�s1M9a,.e �y,, } ^'Ss ®31.4 s ,asl.a HWL=931'.gJO. / / `xxx ME .eao5 830.8 ME 1241 �g29.o 92e.o "B2B.W / ,9�8 I / ASSOCIATHS, 9999.)\ IE'7I 15 16 EO 0.8 G/ 933 0.94.8 ME\ +932 2.1 i-\-moME Ly 9315 7Po ,9612 C2.1 C2.1 "9�./ ��\\\B.2 � / /// urvosaPe�rrE srrE Prw cmcErvcwSp'xwc 8920 ME \ 994.8 ME 931.4 BOX 9 BJ0.2 " Bxi3 - ! 929.90/ / B 9J29]2d ME SSs \ \ \ ` 9ao.a / , PJD 4 "a3a.3 ,028.8 827.0 " 831.9 9490 ME \ G B9B.4 R E S_p]p,B ME �.T9]P.P 7 9911 \` ��_ �e� asDp / X1.0 I ,9xi4 n CDN 92&9 ME," 97\ 920�B o / / 8920 ME / / 929 829.3 b n 8320 7 9 0 / \ \ �ZJME 33.0 \ 931. 831.2 9]20 / / II\ 9 FT. CHAIN 9RA 990.8 ME 199:4 9]A ME� 31.x / \` I 891.) B]0.P _=2ME 1 LINK FENCE 9�7 927. 9Y1.5ME v�iv9.220.7 B B30.B \ 891.8 \ V 1891.9 / .9na CONCRETE-} I \0 7.v 9 9911 9911 929b Oyp,51 027.3 927 OME 2 p9p,0My_--i93D \ =� \ \ `\ / / SBB 9x9.3 9 2 +C 1� N zsgl� 981.9a;8N./ / I' a /<i ,1z9.y \ �t •97.8 8491 ME D `„eJSs \\\ z \ ` �xi _\9 N FfNCf 9 /�\` , I ` [\Dz7'° \ .927.4 c�-i�\BP9/ME a \\ '2 \2\ \ \ X028.5 ` 849.0 ME \ \ \�� ,0297 \ \ \ ¢gz7.a \ \\ \ -92 G R A V E L \ \ \ \ \ 9z \ \\ \ \eze 9 9a94 -. 9� \�\ ` 28.8 \ 928.0. CON�REif \ kII_ 929.0 1 harry certify that thla plan, DpeciBcatIm or report m pl%.,V by me err under my dk.t .4-bIl. and that I am a duly Lkmxd PROFE5510NAL ENGINEER ands the ION. of the State o7 MINNESOTA NOTES BENCHMARKS (FIELD VERIFY BEFORE USING) 1. REFER TO SHEET C1.31, GRADING PLAN - EAST PARKING, FOR GENERAL NOTES. E 1.) TOP OF TOP NUT OF FIRE HYDRANT 75 FEET ./-WEST OF MOST WESTERLY VHYIV A. KCT CORNER OF SCHOOL BUILDING, ON EAST SIDE OF WASHINGTON STREET.40180 D Ntraatian ate OI/ZT/201i ELEVATION = 938.59 ReA.I Oexri00on Date Num 2.) TOP OF TOP NUT OF FIRE HYDRANT AT EAST SIDE OF BALL FIELD 25 FEET WEST OF A BUILDING CORNER. LEGEND ELEVATION = 933.95 • REFERENCE KEY TO SITE DETAILS 3.) TOP OF TOP NUT OF FIRE HYDRANT 25 FEET +/- SOUTH OF SOUTHWEST CORNER t DETAIL LD NUMBER (TOP) OF ICE ARENA. Comm: 152248 21 DETAIL SHEET NUMBER (BOTTOM) ELEVATION = 930.69 Date: 01/2T/2017 --326--- Drawn: LV EXISTING CONTOUR Bzs e 4.) TOP OF CONCRETE OUTSIDE OF DOOR NUMBER 20 ON EAST SIDE OF SCHOOL. Check 12,W North CEXISTING SPOT ELEVATION ELEVATION = 935.45 `925- PROPOSED CONTOUR 5.) TOP OF CONCRETE OUTSIDE OF DOOR NUMBER 11 ON WEST SIDE OF SCHOOL. GRADING 24ELEVATION = 935.49 PLAN - TENNIS F x95 PROPOSED MEM MATCH EXISTSPOT ING G EOF= EMERGENCY OVERFLOW TW = FINISH GRADE AT SIDEWALK BW = FINISH GRADE AT LOADING DOCK PROPOSED GRADING LIMITS ase -I APPROXIMATE SOIL BORING LOCATION + PROPOSED HYDRANT (HYDO N PROPOSED GATE VALVE(GV)1J s1 Scale: I"=30' - - - -PROPERTY LINE CITY SUBMITTAL C1.32 A MN B C C D F 1 2 3 4 5 502 CI,IE •BJ22 � 2 gaJI.2 V psms .9z9.J 9295 J.- 111301- 990.8 6 FT 979.7 ME 9 -J0.1 .BZO.J LINK Ff HAIN s _ � � 890.8 v `979.9 ME� 9za0 NCE .-291 C 020] ��9P0.5 SHAME 934 5 \ \ \\ \\ \.9z1.1`''�I•' ``\ 921 \��` \\ �\�`=x•1�� J 921.\\ z \-_` TENNIS ALTERNATE #4 1 3 SCALE: 1"=30' g 7 8 934.4 N \� GRAVEL .9zys O`S 5 V!p CgBCRETE -.2\ `EPS �A13 m o 93F� W.5 /:2 9M.2 ME\ 999.1 899.5 'j'+� JZ1 F9Jze 999.9 TN' 9]9.9 ME J 9 9p as 0 03ME 89L9 BW 0. 029.e .92p.1999.7 ]W F9339N.9B 89].9 ME w.0 � e3 e � / B9A TW pas ,B.1.2 BW el\ \ .2 gax9.p Faza2 029.1 ME / Faws 930.1pyN1,P 0J.999.8 894.9 EOF Bad �'9]PA ME a YJJi 1 999. 1 "9x0 Fewe93T.1 980.2 899. -9w.1 932.6ME .I 0 .1 0. 491 -4 \ 990.9 /// F9]0.0 R8w.1 F829.9 /.y's I 929.7 _rpze e\ 9Y9.]ME 1 8z9" aze5 1I 3 ,'�,gy11jl YP7.7 IY�MEF 182]. F R 9w.] e 1 -.7J 927.5 ME 90ry 9z8. 1290 e W .9wA w.0 6 FT. CHMN 7. 1210 pzl xi'7� 4 LINK FENCE II 92 ,x Sx&5I B92Z9�'.�92Z.x -929.1 80.8 A ' 1-B20.B\ F921b .&10.3 X828.0 I I \ � 8gM.9 FK1a / 929.2 p�,r \ .1 828.5 30.9 J0.9 -92D.1 9�.0 929.0 9x80 \ ` \ 929d0D. -.3 R A V E L \ \ \B21 .929.2 .9z9.J \ 9 zea 1.2 � \ 1P 82D.1 9x9�p \ 9 CRfTf 23 29.1 axex 999 X99 B 0 az0.0 .9 a e. 1za.1 0a1c �� 3 moa a Q LOADING DOCK ALTERNATE #1 SCALE: 1 "=30' NOTES 1. REFER TO SHEET C1.31, GRADING PLAN - EAST PARKING, FOR GENERAL NOTES. LEGEND C REFERENCE KEY TO SITE DETAILS DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) -->=.T-- EXISTING CONTOUR 9x0.5 EXISTING SPOT ELEVATION 925- PROPOSEDCONTOUR PROPOSED SPOT ELEVATION ME= MATCH EXISTING EOF= EMERGENCY OVERFLOW TW = FINISH GRADE AT SIDEWALK BW = FINISH GRADE AT LOADING DOCK PROPOSED GRADING LIMITS &S-1 APPROXIMATE SOIL BORING LOCATION + PROPOSED HYDRANT (HYD)@ 04 PROPOSED GATE VALVE (GV) 13 21 - - -PROPERTY LINE MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 \ �6i:2 ME aN -8x9.1 .9za,z G R A V E L -yp48 9299. -D2B.2 BENCHMARKS )FIELD VERIFY BEFORE USING) 1.) TOP OF TOP NUT OF FIRE HYDRANT 75 FEET+/- WEST OF MOST WESTERLY I harry certify that this plan, 9peciflcatlon m report Bm PreparW by me err under my dkect pa .I. and 9� �a WOLD ARCHITECTS AND ENGINEERS 332 Mm Sea, Sm. W2000 Sm., P.1, MN 55101 93pe\ \� -1daamm 1651.227.7773 \ WEST OF A BUILDING CORNER. ANDERSON -JOHNSON -e -820.1 ASSOCIATES. urvosave c zre srrt'vrw cmcervcweOBwc BENCHMARKS )FIELD VERIFY BEFORE USING) 1.) TOP OF TOP NUT OF FIRE HYDRANT 75 FEET+/- WEST OF MOST WESTERLY I harry certify that this plan, 9peciflcatlon m report Bm PreparW by me err under my dkect pa .I. and CORNER OF SCHOOL BUILDING, ON EAST SIDE OF WASHINGTON STREET. that I am a duly Lkmxd PROFESSIONAL ENGINEER ELEVATION = 938.59 under the 10x9 of the State oI MINlE50TA 2.) TOP OF TOP NUT OF FIRE HYDRANT AT EAST SIDE OF BALL FIELD 25 FEET WEST OF A BUILDING CORNER. VAVIV A. KCT ELEVATION = 933.95Ne,°h0A 40180 D", OI/ZT/201i 3.) TOP OF TOP NUT OF FIRE HYDRANT 25 FEET +/-SOUTH OF SOUTHWEST CORNER Re91s D_,.Uon s Date Num OF ICE ARENA. ELEVATION = 930.69 4.) TOP OF CONCRETE OUTSIDE OF DOOR NUMBER 20 ON EAST SIDE OF SCHOOL. ELEVATION = 935.45 Comm: 152248 5.) TOP OF CONCRETE OUTSIDE OF DOOR NUMBER 11 ON WEST SIDE OF SCHOOL. Date: 01/2T/2017 ELEVATION=935.49 Drawn: L.D Check: DAR North GRADING PLAN - LOADING DOCK AND TENNIS ALT. Scale: "=30' CITY SUBMITTAL C1.33 1 2 3 . . 4 g g 7 g NOTES �\ % ' \ �\ �, \ �^P,--�3 p MONTICELLO ,. REFER TO SHEET C7.31, GRADING PLAN -EAST PARKING, FOR GENERAL NOTES. ° MIDDLE SCHOOL 2. ALL STORM SEWERPIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS _ �'r� \ IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35), UNLESS OTHERWISE // / / �f \ \\ RENOVATION NOTED. PHASE II A 3. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: i �•J a a. IN ACCORDANCE WITH MINNESOTA RULES PLUMBING CODE, PROVIDE FLEXIBLE JOINTS \ _ _\ p" `\ 900 Broadway St E AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS, MANHOLES AND SEDIMENT CONTROL G R A s 5 \ \ \ ° ® `� ^^ Monticello, MN 55362 DEVICE STRUCTURES.1.,(� b. ACCEPTABLE MANUFACTURERS /PRODUCTS: `/I FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" _ \CXRVJ,`(\ 11. PRESS-SEAL,WATERSTOP GROUTING RINGS" / / \\ \ \+ �� \ �/I. `.Cl \ INDEPENDENT SCHOO iii. OR APPROVED EQUAL. \ \ ��i� DISTRICT #882 4. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL / \ �� A 9 / \�rR G �C\ EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING / 9118310 9119 931.8 ME "Ra `� \ �/ \ 302 Washington Street CONSTRUCTION. \/ 921.7 _ /I. 7(1 Monticello, MN 55362 �^ 912.6 ME 911.0 ME / / 1 a � V V 5. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF 933.0 / \/ \ �g3t� \�� O O 913.1 =931.1 831.1 ME GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS �93� ,( /SHAF\ 931.7 AND GUTTER. CURB N GUTTEVOID R SHALL B STAKED STRUCTURES IN WALKS PE CURBCATCH 911.8 ME 911.9 811.8 9319 911.0 930.9 ME PR DE�CES-EEEPII�G D�'HARD M N AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH y ^ 5 ACE6 END Ok3V7KDAY BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. -'¢3 �--g,7/--_ \ 9116 911.1 ` `14 930.6 930.3 WE _7K \ 6. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND \ 931.6 ME �. 9311 �93t2 930.2 930.0 ME � KEYSTOk 9f9 \ 831.1 / / \' M 2 w'A64 EROSION CONTROL REQUIREMENTS. _\ 1 _ �9�9 928.8 ME MM 9H.4 \ 931.2 933.0 9N" / /INV.=970.00 \ \ \ B 7. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED \\ \\ /� 910.6\1 1 9 \ \ \ 929.7 A "ID 910.5 ME 0 r\ \ j \\ \ \ 930.1 910.5 RV `9 , • DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS \ / y� � \ 91\.7 ME 930.6 A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. � \ 930,5 � ^--i \ 5 910.2 g30 \ \ 92D.8 911.0E �WA \ \ \ 8. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. ° �- 930.9 / / \ \ 7 \ V _��\ \ •� Q 6 928.0 ME yI-(. / 2.1 C2.1 \ `�\�\ \ \ 9. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. _ 2.1 9i d \ \ \-929.5'9M.d - • 10. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN \ -939 Cyp /9�5 /� DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT L \ - �; 929,9 EAST P EXPAN_-_S�I.A_ DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 927.0 ME / \ \ ®\ 9263 ME I I / / 928.3 �\ / \ \ � \ D 11. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER _ �l 1 938'0 "�7 \ 3�`� WOLD ARCHITECTS STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: en.88 928 92x2 �W7. Riaz' 12"PVC 192%� 8� _ '_^"__�_____ 824.6 ME\ \ O `� AND ENGINEERS 926.4 ME 928.6 827.6 l/ // / 928- l 924* \ �� A. IN NCO TOP SLAB- MODEL RD 27. - �2� �-- 7 / B17'9 917'7 TIS -^---'�-^^ ^ 923"'��.c `� 332 Minnaom S, MN Sure W2000 B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL -� / NOR LINE ^^\ 822=^�-��-- , Sm., Pau1.MN 55101 SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND / 927 �N�C 0 R�N E 9171 T 931 `\ 826.6 ME -7 27.2 '� 0911.1-0 1 11 / r1C CASTING SPECIFIED. SOB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED / -T 923.9 3 eM.6 I 927.7 1111///// - / 9W..9 �� woldae.c°m 1651.227.7773 SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL _ / 2.1 923.z� \ OF LOT 6 3 \ �� ` \�� .g C ONLY, BAGOORITH A RAND ILE SOCK. 9289 �D2j\ C. DANDY BAG®OR DANDY BAG II® DISTRIBUTED BY BROOK WHITE COMPANY, ER PAUL, 9273 ME \ \ s 6` 925.9 \ \ 926.7 INFI TRATION BASIN - EAST MN 615 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER ANDERSON -JOHNSON ( ) ( ) azar 92s INFILTRATION BASIN - PARKING / \ BOTTOM- 20.9 PAVEMENT BINDER COURSE OR WEAR COURSE IS INSTALLED OR AT EXISTING PAVED 926.3 \ 1 °\ ASSOCIATES. \ '� \ �_ / Mr_ SURFACE AR�A.�BOTTOM =7,595 SFS / AREAS. 928.5 `9� 924.3 \924.5 i / l H 922.6 922.7 me \ INC.C D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., -9g�� 9271 ME Z�C MRFAyE BDTfOM�1,a5a 8F EO921.9 15 16 �J \ urvosavenxcnrre srrevr"w cmcervmrvtExwc 927.139 1 DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S \ '\ \ 3 X825\ 9284 HWL j \ G7 1 CZ 1 EO925.2 F SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. E. OR APPROVED EQUAL.�r�RIM =91a.a \ \ \ ➢\ 926.4- 'INV. =92000 \ \ \926.6 \ \ ae" ID 921.8 2.1 \\ \ \ 5 \ \ 827.4 ME 927.2= \ Ribd2_ \ \ \ \ \ \ \ Jl� l \ \ 3 C R A 5 5 \ 2.1 923.,._ - \ 9271 \926.5 EXCERPT FROM THE SWPPP NARRATIVE v v v \ 1IM6 `y \ \ 927.3 e } �� C2 1 15a'� t2' Pve 097%- / \ � �,-9 EOFY 9221 ME �airc,�- V 927.0 ME @ The follomng �e from[M1eb[orm Wa[er Pollahon Preven[�on Plan Aarrahvq Seehon 018913 of IM1e Prm uiM by le aeeoreauee \ r\ N' IHV= •/ \ m[h 5eehon 310000, IM1eContraefor eM1all bereepone�bleforfull�mdemenlahon of aneman[enanee regmree by [he SWPPP �arra[iveanN[M1e AOOfe ofTermina0on ie approveeby[he MPCA Should dinereneee arise be,ween the SWPPP�arraYve N \ \ \ D inform jedeeerib.1 b 111 ne IM1e informa,ion eonlainee wi[M1in[he SWPPP �arra0vq bonne into IM1e Projee[Mauual, [he SWPPP - _ OI \ \ m [he Projee[ Manual eM1all gov rn. � \ \ \ \ \2.1 2., 927.7 ME \ � � I 1 A \/ \ F luemce e, mem sewerinlem w 611E%ISTI NG) INV.=917.71EXIG STINFIELDVERI� ) W \ -INV.=918.51 W) \ n COREDER LEXNGSTRUCTURE PROVID�LEISTI XI JOINT \ s amerreemrc lfl r M,m...Pwlm,mCm,ml�eroy. 9aEm,roere,exe„Mme�mea�ecncelxMP,ama _ LLJ en _j e m,IXgyu, �..m w / / I harry catlfy that thle plan, epeclflcatlon m report C , pro, q nm ; ,rc waeroram sovenle p m naiy,x re .nINkESOTA ®,:arc J O GRA 5 5 prep""' by m un0a my'Matt su,""" n an0 aeercn, 9 m"mace"en smm mm wrnrcnswvvv m ® rwal rcvrcw, ugP am"mace"aro eM ewna me swvve etc �r (%) T 1 1 / / / / N that I an a duly Ucenxe PRgFE551ONAL ENGINEER a:net x: inS Lr r:irc cam oro,cm:wm"":eRrcmngIXmaner, than the lane of the State o1 ME5510NAL arc "ne °� re °� eEn n: D z .'�I%e =aro,S,n`,;"ma`, m.r®n,,=w,5"ab.ecc.gebl. s.l.a amcronecm,cn�2l.rerana.,.aAI q m,enamemrcnero.,mll �� I I //9 ///� I E a e mNne„x nm c"ronrom s q ,� / / ilT VAVIV A. IGCT ae.n=me„rc obeiw „,nx'xm 5 I I IzI N�a °n 40180 Date 01/ZT/201T P. rm mcl@,5� p mve re m ml baser �Rhz_ lel / I / I ,�pp� R - an, eM:neuxmanmmM, d2 dr a:"na,.rmm. "a,been eM ",xr w„",.. / /l/` hI dr a ea p ; � q J I I Oeeai Non Date Num I 0 ] kegerowu ,x O eura'af w01W�'s vh" rc ,nroaereemrc= \le, �M4 R nm,wlenr p I P . W sfl al= q e=nercan,mn ,7I '17r7llle .aby,x"PpEl6m1s,am rcrPemn,rermm°ro„�A-1 LEGEND 11 s ne„z ex r, 9 rae m9 ry mm" p �nmm 1z "bxgmx mn:o-eaa bu,.ea s n �, ,wmm, wn,mevercame:nm mmmnrc,cxawe mn. ® ,wnunrom enarmmr 1 REFERENCE KEY TO SITE DETAILS eMegn er,M,mea, rcem, DETAIL I.D NUMBER (TOP) Comm: 152248 =I,iorca abc�s urely.,'n owno nula�uaure�mao 21 I Esabnsnrcm,sewns subeeh elewmm sewer colas smllx mspmrcar n �nla: eM ewer em:mncm,mMevme::neuxaeercn DETAIL SHEET NUMBER (BOTTOM) Date: OI/2V201T e e mp5rc:ena:cox:e mmwmmn III, mP,,mwmn bums, ena am�m cmo-el aemce�e, new ewer me mm w,u:errea w r abw.a,m ra,x rcem:e"mm xnm�,w,x amen mno-el aam u me pew emmey xle:erroMceamw ena:a. rents mmrcesmw wu ro,x p ear a®re over cock K�ver mckme, m: becane eee msemme",:mux rcm"veaem--92�-- EXISTING CONTOUR Drawn: L.JD eac�geb1e�56elec,hnas`me vn1lCro�knd:rwem 0"w aev`eniclem emenn. se y Cors, Ra corowemneamnee's a e,m 'arc c" " c w, Cu 9Aa, re p c"roo-ro„x:abm. e9w baecrome mm a:erre e: cop r m.emnm w m con vd wase w'cmrcem p a...�ln-ingpweaercro""mac"rowan"suet'mux -d_925 PROPOSED CONTOUR Check DAR North em�`aAa�m,mme proem mem be m:pecrca mr�m:ncew"e--:�rceec"m"tem": "rsea,men. a:eamrcm,:orc:m,umro, PROPOSED SPOT ELEVATION nm aebu,mmm ror memm,:cam:. ve er`ro n verylmm: rorhee wxarmmee earn r9za6 ME= MATCH EXISTING UTILITY AND e•� s " EOF = EMERGENCY OVERFLOW ,e a"rowa me rm,unerwvemea "n,x mm.:c"mm. m.: wul:erre e: pews Kem"mlerseawmena rcaexlammnws",ren wma::net xeccanpu'xa wnnm7ae F p nm r rcm�M,relael"m s mmema,rcem p meemae,exce",e" q c= y ar° EROSION z er®,mm"�w e�mna�na�nmb1n,kPQa p�r�`ex,`��ace eaeblmxa,,ms wusa q rc", aexlnem"mane x vmvwe news, re .cwemme��amn6M�nsecn"nn loco PROPOSED GRADING LIMITS zs wnneuew6�nmrcemerc®n",ngnremmaecrowm, ly„exx,laeeaaee,e®,nm6amnlmec=ewrop,rou,m=romlmewnmwev,,axxammca6,hn. rwamc,mro,msmerc,,x.ee, merrw,eha,nk,amnec:meaxearcse. a: h won meannm wpm,. kJ wwmm:amrys:oww6am,mlrrr =cea5ee1paaalem,k zwgmlem„,�enle'lmlncua9nbeespl lwecnMn.nm,k,arr"euc %"wwa,mRanmmeabmer�w„ayei,ero"IrMm.m m c ",nro4o-a rorc nmmoveec y"a .rcur e�:�o:eamc9naee:assreroaPeom=mae m"rc®r,,I:mwe,rme:,,ae rcrms �,me:. :t C229 11 10 C ONTROL PLANz rod. PROPOSED STORM SEWER e p km .M wom sWm amaaor�cee�aamlem,xr:,mkqlam,mm:9nem:u,,cmraswnucapa�PROPOSED MANHOLE (MH) EAST PARKING 0 PROPOSED CATCH BASIN (CB) mmamlmmeno ,A p roe bm,nrocese ercr,lan sevmlry dy C21 E vmmae memmmnce m emmen-rol amino:eM erre:m py m, w mend q n. K. emvwe me,aenmce erwl maned;:"mea erces" 1 y 1.m OA SEDIMENT CONTROL DEVICE AT STORM SEWER INLET a 5 ' mm 1 w, x rc ,rc ,x "" C21 21 F n na rcwe a p nee"arca"rcem"veameccemm"�rc,na,.rcrm eawaa,encnro aee�e ercenenronm.emc5ea L mw,ewere an& c ercammmea6m,ell,mrecewaemee e Ke.m�aueu�Mweaceamlpmcece„nanevexe xmvmew®comers r'rcme,mec nw,xpmrea.e5enme'nen�roma:remmelwecm,w .1-1y sen -p-d, Au:emmem con p-- :mux rc.roml be "rc,x q o "n emm assn r pwn xa e.mige,o"ro ena weer, pwemenrc,:wwe:,eM:,am: qqe :wcmrc:I PROPOSED SILT FENCE C21 cob ,x Scale: I"=30' M. Kemme:.0 reroeena em:mncm,mla:vmesmm"w:ewer cola: mum„m rwl e:reblr:nmemw:, a con. w cone o qr -"rc PROPOSED SEDIMENT CONTROL LOG' ' ,on mno-o aemces ena qww rwnne mewemnce es rolwws 4 yMrrvmmofTr 1, nNM)wun 1M.m xsmm,neavn,bnluaeysener rcve 21 R.``lyln��a`w �k re;,mbue'ree�mv e�;a��rye;a��ra rr�ia m�a`,�� tow`�bsm�m�m,b�r`n�°ifl�en®xc°r,:a'mm°mm�ea " n"n a, 5e„somaemnm c"cora ma s 7 • aemce Tx: miebae mpmcea,er:mupoemec^awkn^xy binemen"M.mcm..l cttOec'mme�O05c�e: c�mlrrm"r rcsl:.0 rmce,emaeM"a PROPOSED ROCK CONSTRUCTION ENTRANCE 21 21 www eta:: °` r `" rm abro y am m K r la comm ap m" 11 me,aenmce ecnwrcseM sue cS ensure:.e [ PROPOSED EROSION CONTROL BLANKET e CITY SUBMITTAL C1.41 21 - PROPERTY LINE 1� C A B C D 1 . . 2 . . 3 . . 4 . . 5 . . 4 . . 7 . . 8 . . U) w w cn ~ n NOTES 1. REFER TO SHEET C1.31, GRADING PLAN - EAST PARKING, FOR GENERAL NOTES. 2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8--0- Deuriolion BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM E CONFORMING TO ASTM D 1248-889. 3. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS (1) IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35), UNLESS OTHERWISE NOTED. 4. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS, MANHOLES AND SEDIMENT CONTROL DEVICE STRUCTURES. b. ACCEPTABLE MANUFACTURERS I PRODUCTS: 1. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" ii. PRESS -SEAL, WATERSTOP GROUTING RINGS" iii. OR APPROVED EQUAL. S. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 6. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL F EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. 7. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 8. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND • EROSION CONTROL REQUIREMENTS. 9. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 10. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 11. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. 12. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 13. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: A. WIMCO TOP SLABT^' MODEL RD 27. B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, WITH A GEOTEXTILE SOCK. C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED AREAS. D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. E. OR APPROVED EQUAL. LEGEND VEL A2� / r A 1^ 1� REFERENCE KEY TO SITE DETAILS C) DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) --92¢-- EXISTING CONTOUR aza.e EXISTING SPOT ELEVATION ` 625-- PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING (924.6 EOF= EMERGENCY OVERFLOW TW = TOP OF WALL BW = BOTTOM OF WALL PROPOSED GRADING LIMITS I I PROPOSED STORM SEWER e 21 —I PROPOSED WATERMAIN C21 + PROPOSED HYDRANT (HYD) sit N PROPOSED GATE VALVE (GV) 0 O PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH Tq SEDIMENT CONTROL DEVICE AT STORM SEWER INLET 21 21 — — — — — — PROPOSED SILT FENCE G PROPOSED SEDIMENT CONTROL LOG G k PROPOSED ROCK CONSTRUCTION ENTRANCEC2t 0 e C2t _ PROPOSED EROSION CONTROL BLANKET e PROPERTY LINE CITY SUBMITTAL MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 r ol WOLD ARCHITECTS AND ENGINEERS 332 Mm-.. S—, Sui,, W2000 Seine teal, MN 55101 —1d..— 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES. $ urvosaveCrre srre vr-w cmcervcweeewc I herMy certify that thle plan, epeciflcatlon m report aeprepared Ey mew under my &.t eupeMsion and that I am a duly Lkmsed PROFE55IONAL ENGINEER under the Ione of the Stole o1 MINII50TA VAVIV A. KtT Niel lron 40IB0 Dote 01/21/2011 Rev s Deuriolion Date Num Comm: 248 Date: 01/21/2011 01/ (1) Drawn: LJV Check: DAR N-th UTILITY AND EROSION CONTROL PLAN - TENNIS Scale: 1"=30' C 1. 4 2 ,� I A B C u Ii B 1 2 3 4 g 6 GTENNIS ALTERNATE #4 SCALE: V=30' NOTES 1. REFER TO SHEET C1.31, GRADING PLAN - EAST PARKING, FOR GENERAL NOTES. 2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. 3. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35), UNLESS OTHERWISE NOTED. 4. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS: a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS, MANHOLES AND SEDIMENT CONTROL DE VICE STRUCTURES. b. ACCEPTABLE MANUFACTURERS/PRODUCTS: FERN CO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" PRESS -SEAL, WATERSTOP GROUTING RINGS" nI. OR APPROVED EQUAL. S. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 6. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. 7. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 8. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 9. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. \ 7 \ 932.1 933.8 TW "N, 932.8 BW— g Reg�gllon 40IB0 Dote 01/27/201, 1JE_•931.dME\ 2.1 1 Descriolion Date Num Co m:152245 � 922.1 Date: OI/2l/201T 01/ PRO PRO* / i ADDITIO 922.9 ME ' � INEv "APR N C2.1 PLACE FES TIGHTAGAINST CONCRETE / SLAB. FES CONCRETE SLAB 9.2TO 993... ALLOW'EOR92' DROP TO FES. -------- - - - n�' WETTAPE%IST GB"WMAND B"GVJ 928.7 ME / 1 v I \ \ 927.7 \ / //l n S l� 927.5 ME g 7\ \ LINK CE 21 \ x IA iF LOADING DOCK ALTERNATE #1 �.a SCALE: V=30' 10. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 11. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. 12. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 13. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: A. WIMCO TOP SLABT^' MODEL RD 27. B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, WITH A GEOTEXTILE SOCK. C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, MN (61 5) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED AREAS. D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. E. OR APPROVED EQUAL. LEGEND REFERENCE KEY TO SITE DETAILS DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) --909--- EXISTING CONTOUR ezea EXISTING SPOT ELEVATION 925 PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING �92a.5 EOF=EMERGENCY OVERFLOW TW = TOP OF WALL BW = BOTTOM OF WALL PROPOSED GRADING LIMITS -- PROPOSED STORM SEWER e 2, I PROPOSED WATERMAIN C21 PROPOSED HYDRANT (HYD) s2, 94 PROPOSED GATE VALVE(GV),3 21 O PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH OA SEDIMENT CONTROL DEVICE AT STORM SEWER INLET 2, 2, — — — — — — — PROPOSED SILT FENCE 0 PROPOSED SEDIMENT CONTROL LOG Cz PROPOSED ROCK CONSTRUCTION ENTRANCE 00 PROPOSED EROSION CONTROL BLANKETe 2, —PROPERTY LINE CITY SUBMITTAL MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Mm-.. S—, Sui,, W2000 Seine teal, MN 55101 wold..— 1651.227.7773 ANDERSON - JOHNSON ASSOCIATES, INC. srrerr-w cmiErcuag'wrvc I herMy certify that this plan, speclflcatlon or report aeprepared Ey m under PPy &.tsupeMslon and that I am a duly Lk."sed PROFESSIONAL ENGINEER under the Ione of the Stole o1 MINNIE5 TA VAVIV A. KtT Reg�gllon 40IB0 Dote 01/27/201, / TC s Descriolion Date Num Co m:152245 Date: OI/2l/201T 01/ PRO PRO* DING i ADDITIO OCF) 17 �� INEv "APR N C2.1 PLACE FES TIGHTAGAINST CONCRETE / SLAB. FES CONCRETE SLAB 9.2TO 993... ALLOW'EOR92' DROP TO FES. 7\ \ LINK CE 21 \ x IA iF LOADING DOCK ALTERNATE #1 �.a SCALE: V=30' 10. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 11. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. 12. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 13. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS: A. WIMCO TOP SLABT^' MODEL RD 27. B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, WITH A GEOTEXTILE SOCK. C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL, MN (61 5) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED AREAS. D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC., DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE FILTER BAGS AND TIES FOR COMPLETE INSTALLATION. E. OR APPROVED EQUAL. LEGEND REFERENCE KEY TO SITE DETAILS DETAIL LD NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) --909--- EXISTING CONTOUR ezea EXISTING SPOT ELEVATION 925 PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING �92a.5 EOF=EMERGENCY OVERFLOW TW = TOP OF WALL BW = BOTTOM OF WALL PROPOSED GRADING LIMITS -- PROPOSED STORM SEWER e 2, I PROPOSED WATERMAIN C21 PROPOSED HYDRANT (HYD) s2, 94 PROPOSED GATE VALVE(GV),3 21 O PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH OA SEDIMENT CONTROL DEVICE AT STORM SEWER INLET 2, 2, — — — — — — — PROPOSED SILT FENCE 0 PROPOSED SEDIMENT CONTROL LOG Cz PROPOSED ROCK CONSTRUCTION ENTRANCE 00 PROPOSED EROSION CONTROL BLANKETe 2, —PROPERTY LINE CITY SUBMITTAL MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Mm-.. S—, Sui,, W2000 Seine teal, MN 55101 wold..— 1651.227.7773 ANDERSON - JOHNSON ASSOCIATES, INC. srrerr-w cmiErcuag'wrvc I herMy certify that this plan, speclflcatlon or report aeprepared Ey m under PPy &.tsupeMslon and that I am a duly Lk."sed PROFESSIONAL ENGINEER under the Ione of the Stole o1 MINNIE5 TA VAVIV A. KtT Reg�gllon 40IB0 Dote 01/27/201, Rev s Descriolion Date Num Co m:152245 Date: OI/2l/201T 01/ (1) Drawn: L.V Check: DAR N-th UTILITY AND EROSION CONTROL PLAN - LOADING DOCK AND TENNIS ALT. Scale: 1"=30' C 1. 4 3 2 3 4 PosTS: z^SQ. M,IN �. NORMU DSE OF useO wnxouT ®4'M,") ,.a them ION.@W .... _ SUPPORT.. CEI sPACNG (rUn�nzEsPc H®0� MIB/ LENGTH POST FENEEH;REME. �3L s' AND A p� ORFAS EN®F METALSIAMa'IB EXTEND INURE MESH INTO 080•NIN.�(TRENCH FAERNC ANCHORAGE TnREtTTOx of TA 0.0 FLOW Na. IIf IIII NATURAL .I, 3 MON, a. MN.BGRYDePTH I_II IIII NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES M �, I SILT FENCE I v 2.i ((� IDIN P 0�lee 0r, � �" Standard Plate Librar Grnce lnle COB' CibUrfPIt LIllo TIN. 03-a] �_ / -x03-15 6005 B Q INLET PROTECTION a z 1 GRATE INLET COVER T, o Q 0- 00 0 x"nInsanl mnv SENECEssaBY 3 0 TO PROPERLY SECURE THE MANNE ® » w O PREPARE SOIL I OF F0 FESTUZER ABE.ND NKUS, INCLUDMG ANY NECESSARY . •. nn • =TRENC. WITH APPRO.INATELY 12%F BCLANOKU ET= BEY.N He THE UP-SLOPE Q Iry IoIN Prdeeti0n sISTAKES SPACED APPROXIMATELY �, Y\ +Standard Plate Library Cyteh Ba_sin_In_se_rI APART Acaoss THE WIDTH of THE BrANKEr. Ciq of Montiee110 THETRENCHAFTERITTAxING. APRYSPED N0cOMPAcrED sox AND FOLD REMAINNG ,z^ PORTION or BLANKET BACK ovER sem Ax0 coMPACTeO son. secuRE BLANKET OVER COMPACTED TH Sol PATH A ROB OF STAPLE 1 ROLL THE BLANKETS(AI DOWN OR N.I HORMONTALLY ACROSS THE SLOPE. BL - - / x•'I'L03-15 6004 WILL UNROLL WITH A'PPRGPRSATE a.- AGAINST THE B.H. SURFACE ALLBLANIUETS APPROPIUMTE LOCATION AS SHOWN IN THE STAKE PATTERN GUIDE WHEN USING s MUST BE SECURELY FASTENED To SOR SURFACEBY PLACING STMUSSTAHES IN INLET PROTECTION 0 OLOREDDOTSDORREIMONDMGTOTHEAPPROPRMTESTAPLEPATTERN.TIONAL DOT SYSTEM STAPLESISTMES MOULD BE PLACED THROUGH HOF THE z.1 CATCH BASIN INSERT THE EWE WITH THE COLORED THE O SEAM STITeH ON HET UILANI EETT BEN GINSTALLLiED off TOOPI) EVENCE n u_ir 5rw aze a - isH` r �iEs :LE Rx IUET TANa PRo I°Ma"E T."' �INSTALLED aLAN VEL s: ovERLAPPED - -' AREA, APPROXIMATELY, z• APART ACROSS ENTIRE BLANIUET`woTH, © BLANKET SHALL BE STAPLED AS PER MANUFACTURFEC xS ROMMENDATION. o �s,.13 c'r s ,a •,,.. ••,., EROSION CONTROL BLANKET z1 MOMEW CONTROL LW 3TACED AT MIE ,aOTUSME3 i L I Standard Plate Libra, ('ommereialGavel CxOsiruclix EnirOnCe E .City °f Montkello o.. _ a x ,�. 3_15 .xx 6002 INSTALLATION DETAIL _ ,.,° 5 COMMERCIAL GRAVEL SEDMEM WMROLLW P=EInMATERLORLY z.l CONSTRUCTION ENTRANCE FLOW BOTTOM OFsWAE STAKE DETAIL, C SEDIMENT CONTROL LOG 2.1 Standard Plate Library Mud Mat Wranm �) City of Monticello ox. o6 -la °°'•06-14 "a - 1 x«,,,: 6003 MUD MAT ENTRANCE a1 / 5 �FaJAI. SUBWtADE -III- �, � IIIIIIIIIIII D. zINAzt IIIIIIIIIIII= iao"M oRu III=III=III = II - o i =III -III IIIA IIBI®II 6 . . 7 8 �TreOR PAC1RAW sHEDROCK NOTES: Cssx PASS UTNE 10SMVE.G TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% BLOCK STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. �s BLOCK PIPE BEDDING - RCP & DIP / z.1 fFINAL SUBGRADE S."PT ALL U= As AREFDLLYSTABILMm, �Ma EE.E � /rF ON YSTEM SOIL TOPS- STAHE �MITRE BELOW GRAss MINERALW =11� III 1•':: _ ISI 111--x lr��'i ••••••••••••••• i _..1 �11-11E 'CAVATE To ELEVATION WITH A a TOREMOVE COMPACTI � FLATBOTTOMJ EGSTING SANDY SOLS LIMIT. AS ON SEE NOTE 7 OF 161 C2.11 FOR ENGINEERED SOIL MIXTURE 15 TYPICAL SECTION THRU VZ- INFILTRATION AREA - DATE VALVE = f NEC. S�P aealxFAxxsx Laex.IxT.IxexTxNaM mexxN.nNxx me NaecT uexxeFNNe �wcxsTNacnNx 11T1- Al-VAL TEE n PC YET MH 12 LmFIREHHYDRANT sTAKESALaxaaem111-101111111"TU"011ININNFLMA1TILFNxNNN*1*11U*" """`Fx 2.1 (ALTERNATE #1) a RMWRNEAaLEFxELnxa ARCA AND.. ARILIC-Ra AI.EXI.E0Fa PITH1L HI -C mia -MPEu sEr so ASTO PRovIDE,z ER T BsrACOVIERSHALLBE H. ...W. xT.THE CELL wIT.E wNPLe C.-ANOOmsroRNwAreRuvEmOAxO 11= SINDSTAMPED WITH 'VMJ ax FINISH GRADE WATER NOCK As mEtart[vmE WATER mu savERSELYAFTE TEL NOTES: VALVE eoX s REomxso moN w.smE mECExiNETExoF ms mrnmAT_ AREAS. DaR.IF SELFrRaPEusO EovIPNEm Is TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. UPPER FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% DATE VALVE WmcS 18 INFILTRATION AREA REFER TO DRA STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL FOR SIZES 2'1 CONSTRUCTION NOTES SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. PIPE BEDDING - PVC k2. 1 wATERRINGS GROUT BETWEEN MAN MOR 2 AND MAX 5 ADRSTING ELEVATION - RINGS, CASTING AND ALONG NE. �a^TxItK COVERns` :.. coxcRETE TxnusT eroc REQUIRED STEPS -a. -Ory 13 GATE VALVE BOX ° °SIRE�MS"' C2 (ALTERNATE #1) STORM MWEN PIPE REFER SPARES TOPLAN rA r ATT GGlxrs NVER , AB. FR JOINT PRECAST CONCRETE UNDM cR MP -1 4 TCONNE TI BE-- � \ TUR\ DSD OIePWREDe SIAe GRWTSIELF AIO tNANEUE P ow I NIF xe ,Oxer ESH�I , - �• RUGGED CRCES PLUGGED GR S ��10 CATCH BASIN 3 CRG. z.1 BEDDIN. MATERIAL RrP.l .' BEND SEND ME y� v4•RRL.W D STptM SERER" Al V FADE ITSOR"CUTAMNW 3 To PLAN FOR TYPE i D -M., IS wca`-N xG.D A2 CONCRETE PIPE TES EU . -I � FASTEN TO FES Wro 3 HOT DIPPE13 CUPS DONNSLGM xVEltT18 FE 21 TAI n a lE3zs T R,I Ni rww m s. :, S GREATE 1 , w I ROTES..FAsrex IDE OF PIPEJaxrs As slTXTOWN P 17 RCP FLARED END SECTION 21 (FES) _E FABRIC aA wIP�� SECTION B - B (ALTERNATE #1) MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 r I WOLD ARCHITECTS AND ENGINEERS 332 Minnaora Sane, Suite W2000 Saine Paul, MN 55101 w ld-.. 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES. INC. I harry certify that this plan, specification m report m preparW by me err under my dhat supaNsion Gnd that I am a duly ucenxd PROFESSIONAL ENGINE[ -R under the Was of the State o7 MIN1_50TA VHVIV I KCT WYE PLUGGEDME PLUGORCAP Y _CAST caxatETE caxESECTIW BASES SWILL BE B"STANDARD PRECAST WITH Y'LEAN GROUT, OR POURED 8" SLAB REI NFORCED WITH 6"x6"10110 MESH NOMINAL TEE, WYE, 90°BEN D, TEEPLUGGEDn SECTION A - A 18 eu LVERIPRAP - FLARED END 11 STORM SEWER MANHOLE Ix (TABeERVALUE 14R THRUSTEBLOCK FITTING SIZE PLUG, OR PLUGGED ON RU d 45° 22.5° 11.25` z.1 7' .PS ON DOWNSTREAM SIDE Check: DAR (INCHES) CAP CROSS Al A2 BEND BEND BEND 4 1.0 1.4 1.91.4 1.0 - _ fi 2.1 3.0 4.3 3.0 1.6 1.0 - 8 3.8 5.3 7.6 5A 2.9 1.5 1.0 �i IA 4 3 k4.1 M i �.3 1fi 15.0 21.3 30.0 41.3 11.6 6.0 3.0 y. �h j �B 9a RUBBER GASKET, TYP AILJgM3 18 19.0 27.0 38.0 2].0 14.6 ].6 3.6 2023.5 33.3 47.0 33.3 18.1 9.4 4.] PLAN AT CBOIIHECTKIIN-REFENTM SPECS 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 ROTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. _ PLANFINISHIGE GEOTE IE FABRIC _ IA53 PI NPRAP GRWTSHHF AND CHANNELSNOT KEEPCONCRETECLEAR PIE JOINTS, NUTBANDBW B REQUIRED ATF ADJUSTED IF NECESSARY, TO URE(S)FXUED AARING CE OVER BEARINGAAS AND PECLA EASANDBLOC DETAILSOWN ON SHOWNPLANS AIGE THIS STANDARDDETAIL I -" (ALTERNATE #1) MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 r I WOLD ARCHITECTS AND ENGINEERS 332 Minnaora Sane, Suite W2000 Saine Paul, MN 55101 w ld-.. 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES. INC. I harry certify that this plan, specification m report m preparW by me err under my dhat supaNsion Gnd that I am a duly ucenxd PROFESSIONAL ENGINE[ -R under the Was of the State o7 MIN1_50TA VHVIV I KCT �- _.... _ 3 SSDREDF,SOPSIARDARALLOBABL ARNG STREssOC msoPWxosP RESDDAREFGOT TO GaMPUM BEARINGS FA AxDAHExPE TLNO BASES SWILL BE B"STANDARD PRECAST WITH Y'LEAN GROUT, OR POURED 8" SLAB REI NFORCED WITH 6"x6"10110 MESH AREAS STPR ssu F ovnxG EDUATrorv-aEaRING AxEAP6SITEST PREssuRE/tsol(morsoIL BEANNG SECTION A - A 18 eu LVERIPRAP - FLARED END 11 STORM SEWER MANHOLE Ix (TABeERVALUE 14R THRUSTEBLOCK z.11 SECTION z.1 Drawn: LV 2.1mE Check: DAR (ALTERNATE #1) MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MN 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 r I WOLD ARCHITECTS AND ENGINEERS 332 Minnaora Sane, Suite W2000 Saine Paul, MN 55101 w ld-.. 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES. INC. I harry certify that this plan, specification m report m preparW by me err under my dhat supaNsion Gnd that I am a duly ucenxd PROFESSIONAL ENGINE[ -R under the Was of the State o7 MIN1_50TA VHVIV I KCT RSgd.b."" 40180 Date 01/27/2017 Revisions Des UU_ Date Num Comm: 248 Date: OI/2V2017 01/ Drawn: LV Check: DAR North DETAILS Scale: NTS U2.11 ,� C 1 2 } J. RaqusE s^ a oH'IBGH sore s 3 ERxNnio , z I NWffIIPOUTI-SLOPutR^^PER 21 1 ° qU5 OF NTP BACK) , s BA Us D -W) A q�� EAG E , CONTRACTORIS'Mn N,) PA INI SLOPE, CONSTRUCT WITH CURS'N. MACHIN ETCATCHBASINSADJDSTCASTNGTO E,^BEOWGD TEtCHBASINs. SECTION VIEW 5 EACNB-612 CURB AND GUTTER 2.1 B C ACE PE _a FURPEiToN HO;�.S. FFyRLOTIDrv6(TIPPERFooTBACK OF LE(PACKOTIMNTBC) , --us INLETNOTE 1. DRECTION OF TRANWERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT 2. AT CUM MOPE F BEOF CATCH BASINS, JUST CASTING TO BE," BELOW GUTTER GRME ERH SANNS CB -618 CURB AND GUTTER 2.1 B-612 CURB TERMINATOR 2.1 SLOPE PER FOOT TOWARDS LOTIDRNE PER FOOT torou�Tls nIGHI cKOF FACE orcuRB� CURB ACE ON LOW SIDE OF 12' LonowvE OPa cf tz D ADOtEDETE BASE TO OIR n � vuc D By IN + coxTRacrgt( DIRECTION OF N."IE1, CUR AACIE ETT"C CTION OF RANSVERSE PE CON HcuGUTTER SLOPE TOATCH OMACHINE D-412 CURB &GUTTER 221 / 41 E t exp 21 PRO IDE UPANSION FI IT AT ENDS OTRANSITgN (TIP.) CURB TRANSITION D-412 TO U21 B-612 I] PLANZ VIEW �II n OGUTTER �i MINIMAL CURB CUT ALONG 21 PARKINGATSDRFAC CAULK SEALANT �� :• .--JOINT FILLER sAND BABE) / STRUCTURE CONCRETE FLUSH WITH iePAVEMENT �e—rt THICKENED SLAB A�T ALL SIDESsoNOTADJACENTTOBUIg�IN•2SAND BASE `tf"sueGRADeFReFARATIONJ 1 �a CONCRETE SLAB NOTES PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TO JOINTS GREATER THAN 6'. REINFORCEMENT SHALL BE UNIFORMLY SUSPENDED Y' BELOW CONCRETE FINISH GRADE. n CONCRETE WALK 2.1 / }�1 O.D. TOP RAE T io �CHAN CORACE x aNK FENCE FINISH erE wALKrsL e, BOTTOM L PUCOMER,DATE.AND LL POSTS 1 END MER, DATE, AND PULL POSTS II IIS UN ALC OD, LINE POSTS SHALL BE z. T eLLSS NOTED 311 1 I11-10. PACNGSNALLNOT EXCEED ,O moi- III 111 soC . BOTTOM FAIL SHALL BE PLACED NO ILIIq �I MORE THAN 2" ABOVE FN6H GRACE •�..� II—III Ib CHAIN LINK FENCE IN U21 CONCRETE GATEADEQUATE SPACE BETWEEN GAT LA CHED gNGwxENPDLLvtLGs LATCH RECEIVER 1112' LONG HANDIL EAT IFDATE)(ONE ON EACH SID: OF LATCH,( CH HINGE n RECEIVER �BR0 oaEsE� MUM TO 10 DOUBLE SWING GATE LATCH z.1 4 5 . . 6 ■ 11"BITUMINOUI WEAR COURSE �xf �2pBITUMINOUS BNDERCO RBE GHAIxLINKFEE I 1 rMe O.D. BOTTOM FAIL, AlIOWFINISH GRADE 1 1 1 II IFINISH GR —I I— �F EExD,C FOOTNG,z^.•FOR �� F 21 CONCRE E AGGREGATE BASE CODRSE DRxER III 'DP- SBBGRADEPREPARARON NOTEB: --_ END,CORNERDATE,ANDPULLPOSTS 1s MEDIUM DUTY PAVEMENT OD, LINE sxAZLee9 21 ALL HC SNOTED OTHERWISE LINE POSTS MAYBE AIR —Il A POST E PACING SHALL NOTEXCEED ,e D11 CHAIN LINK FENCE IN 21 BITUMINOUS 9 18 1 21 RI.MREBAR EACH )AN. ATI DEPTH OWGFo NTION IT ,rzT R ADP: BETWEEN POSTS AND FLUSH WITH PAVEMENT PA Ery RT NT 21 N CGIMPACTEDSUBGRADE SANOSUBI u. FOOTING ,z DM. Ga DEPTH CONSTRUCTION JOINT SHALL BE CUT TO T' AND SHALL OCCUR AT C AND AT MIDPOINT BETWEEN POSTS POST POST (I.N` R \ PLAN 12 rONCRETE MAINTENANCE 2.1 STRIP AND FENCE POST 'GATESUCHTH FENCING WHENFULLY B LLY CLOSED ANTHAT GATED LATCHED. LATCHCLAMPSEKCUR GATELATCH TOGATE xom c LIFT HANDLE RECEIVER ROV-7 "OLE THROUGH UFT _E AN. RECENER TO R CLAMP SLIFTHANME RECEWE Pose IPAB LOCKBBvrowNERI cK GATE 19 SINGLE SWING GATE LATCH 2.1 f ��e.. 1 ---- ------ HIS" 21, I I 12' PREPARED SUBGRADE Illi = 14 LIGHT DUTY PAVEMENT z1 Ezs�BITUMINOUS iNOER COURE 11� 1 f11�fTrlTl-fTl�fil� —EII----III=III=I1=11�1�1�1�1 II—III—III—IEI I- suecw.DL PREnaRAnoN 1s HEAVY DUTY PAVEMENT z.1 BITUMNOUS WEAR COURSE TAC COAT 1II }J�� ` l•C \��G�EiEoRs�. 'w J. IN 1 6� Ms sAN°sueaI 171 TENNIS COURT PAVEMEN 2.1 t I PAYEMnTANxETPOST .TRAP ANCHONET R ,s x6s Fooaxc - CIURT FENCIN, e TENNIS COURT FENCING z.1 AND POSTS 7 su MULTIPLE ACCESS OPENING z 1 SCALE: 1'I = 4' Posr OPS z^ i Pos V , Er ACCORDING 12— sT mEFER MUTTO� 7 L " FLANGED NNEL SIGN T P "° GOOT Sul INSTALLATIONRINGRASS AREAS METALIA ,PANCHOR Is9 TE STATUTE u TO MN pN STATUTE I n l REV I- LABELINGPROMENT "ANMUTC.RI.I.,III A 4 A' ONE STaLL]abl R '] ■ o SIGNRM.D ON NEL 21 9 N ED Sas, STEEL PIPE COATS o ANNULAR SPACE WITHiTWO ///TO BE ERI FILL (IIII II III I II I •. o • .IIIIIIIII I II I III II II I ` •' ` •..•IIIIIIIII I GDNERPDBTND —III (IIIIIIIII 1POT18"Mo"aEFAil = —II ISI=I1 (CONTINUOUS) — IIII II III I I — A• II—III— coxcREre SII 11oa"Ea�AITz c oeieuou5)RAL 6 _ •'"=I I I 1 II IIII' IIIIIIIII MGEGENDAND REFLEcioR0r=0 Y ILLATION IN PAVEMENT AREAS L DRIVE LINE POSTS NOTE: SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE ooixc OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL. 21 ACCESSIBLE PARKING SIGN z1 AND POST 8 �s.S ^�e.a H z, .-0�siPw ++ Ax 12 MAINTENANCE J T r 2, W tt O1's^�8a z, ,a 1s LIMITED ACCESS OPENING 2.1 zz CONIFEROUS TREE 2.1 Li wooBMeLc. ITNG SO AUN, DIMENSION 8 FST ABOVE FINISHED GRACE 23 DECIDUOUS TREE 2.7 MONTICELLO MIDDLE SCHOOL RENOVATION PHASE II 800 Broadway St E Monticello, MAT 55362 INDEPENDENT SCHOO DISTRICT #882 302 Washington Street Monticello, MN 55362 r I WOLD ARCHITECTS AND ENGINEERS 332 Minnesota SCI Sm. W2000 Sm., Ped, MN 55101 —Id. —G, 1651.227.7773 ANDERSON -JOHNSON ASSOCIATES. srrEezw cmz.Wcuag'wrvc CONCRETE RI ON tum �� 15 21 SIT==ATS s Ole: 11Ts IN MN I z ct;.lEcnrE � s! coNTRAcroR zs CONCRETE RIBBON CURB1 C2.12 M-s"REDUED"ARDWoou MDLc" I harry Certify that this plan, speclfleatlon Ix report EDgxG(Msiak IAD tExGRN Iwmum D Has preparW by me O under my dMect pS N.I. and that I am a duly ucenxaPROFE5�� A ENGINEER WEED BARRIER unties the lax. of the St -t -o ROOT BALLOR POT I I4441µ. TRIER LANDINGOU( I DIMENSIONovm VHVIV AT—MII =L T ,. _ Rsgibb tian 40180 Date OI/21/201i fj)=11 -lei. �II�1 ReNsions UNDI creEFUSED -1OR BA�DB ml�COM DexriDDon Date Num 2a Ic 2.17 SHRUB 16 Date: oI/248 Date: OI/2V2011 CONCRETE== ont RETE== Drawn: Lx ~s - Check: DAR North g ' n P— DETAILS C. BYP25 GCONCRETE VALLEY GUTTER CONCRETE RI ON tum �� 15 21 SIT==ATS s Ole: 11Ts IN MN I z ct;.lEcnrE � s! coNTRAcroR zs CONCRETE RIBBON CURB1 C2.12 1 2 3 6 R \ \ MN / Air / EXIAN / � C \\/ 6 C C / PAB�KIt1G% �� a� ` \ /CS 9Oq ISTING / �� (CSA \� • - � � � �� d'T9F MONTICELLO MIDDLE SCHOOL EXISTING BUILDING / \ D EXISTING FIELD G/ J \ fi G � 8A� PARKING EXPANSION L � EXISTING GARAGE 1:0 S4 STALLS e NEW INFILTRATION BASIN � ,�\ - EXISTING G CE ENA / _ ?, - EXISTING BUILDING EXISTING SHED `:.'.55.'.5.'.5.: _.'._:.___ i II El PARKING ALTERATION m EXISTING TRACK o & SIDEWALK \ 5 (16 STALLS) EXISTING POND `v RELOCATED TENNIS COURTS R, if ° (4 COURTS BASE BID, 2 tw Rain o •J.." " —_—_—-------- ADDITIONAL IN ALTERNATE) \\\\ ROAD NEW LOADING DOCK \\ - '--C- (ALTERNATE) Z \ A Monticello Middle School Renovation - Phase II 800 Broadway St E, Monticello MN 55362 Independent School District #882 302 Washington Street Monticello, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minnemta Sneer, Suite W2000 Saint Paul, MN 55101 woldae.mm 1 651 227 7773 ics I CONSULTING, INC ,n.�rcn a,.tn.. . e<aem a< ,eat ,n r nen rao reporcw.avepe r ma mxm avec su ms�m eia mmiemaai uumea v ce ARCN7ECT nmartna laws of tha w m Minnesota Vaughn Dierks Raere m Wna r 26879 Dais 01127/2017 Re�,�ta Deaglgkn Date Num I Comm: 011246 L/ Dale: 01/27/2017 Drawn: OLR Check: Checker nunr SITE PLAN & CIRCULATION C7'7' SUBMITTAL - SITE PLAN F-01 o 2, CITY SUBMITTAL AO.01 02/06/2017 MN S 0 4 CLASSROOMCLASSRO CLASSROOM CLASSROOM R I' 71 ---Fl OM DOM CLASSROOM LASS 00 CLASSROOM CLASSROOM CLASSROOM CLASSROOM 3LASSR00II XASSROO 4 LASSROOM XASSROO I XASSROOM XASSROO 4 'LASSROOH CLASSROOP BOARD ROOM 1ASSROOM CLASSROO 4 , 'LASSROOM OFFICE SERVER 11E L ----------- L_L_ 7 rk,a L1 I I I I Li D.A.P.E. STORAGE T_ ACTIVITY -W-T // s IFICE KITCHEN GYM SERVERY ---------- - ---------- OFFICE/ 17 CONFERENCE STORAGE1 ----------- qTCH BOILER STORAGE -4 L .. . ..... as ORCHESTRA EXISITNG MAIN FLOOR = 238.545 SQUARE FEET O MAIN LEVEL SPAC45 USE 1/32" = V-0" 0 2' 46 CAFETERIA e ITOR -1 1 ad 'I rf —t—LA Monticello Middle School Renovation - Phase 11 800 Broadway St E, Monticello MN 55362 Independent School District #882 302 Washington Street Monticello, IVIN 55362 - --- --- -- - 7_ NEW 71 J; CLASSROOM ILASSROOM'tj CLASSROOM - CLASSROOM --- -- - -- -- --- ------ A LOUNGE CLASSROOMI (CLASSROOM CLASSROOM 1 CLASSROOM WOLD ARCHITECTS AND ENGINEERS STAGE LOCKER CLASSROOM CLASSROOM CLASSROOM SSROOM CLASSROOM 332 Mi..—. S,- S.i. W2000 Saint Paul, MN 55101 OM —ld-.-- 1651 227 7773 FT. CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CONSULTING, INC _NH IiOOL :L -- --------- a = RECEIVING NEW LOADING DOCK 8, TRASH 07 -- -- ----------------- ENCLOSURES (ALTERNATE) EX5TIN6 EXSTIN& BRICK POURED CHAIN LINK GATE CONCRETE METAL COILING HOLLOW METAL. C.4iAfil LINK GATE POURED 5TOREFRONT Bi CONCRETE WALL HTH PARK LOADING DOCK DOOR DOOR, PARK Bi WITH DARK CONCRETE WALL - -- --- -------- 7 - BROWN SLATS -------------- Bi 5 -------------- NOTE-- 5EE IIXI'l PLAN SET - - - --- -- --- -- ---------- i — --------- —MMMMMMM Zia Hffl q, -b (mr-M, 6f_- PLM5) NEW LOACINCE, PC(:,K EAST 1/4" = 1.-0.. 0 a, 1. CLASSROOM `WCKER ROOM 7 7 ---- - ------•- ARENA LOBBY LOC 0 Ell JR. V:: Pr9>arad by yd1ia,iAdareadtn larare ,daly—na,al Ai maartna iaesane stats ti Minnei Vaughn Dierks Fawiaaaam was t 26979 Daia 01127/2017 Deanliffit. Dan, Nua, ICE ARENA Comm: 162M Did.: 0112712017 Dr- Cli Check: Chk. SPACE USE PLANS AND ELEVATION Sc- cAs indicated CITY SUBMITTAL AO . 02 02/06/2017 4 8 8 7 Monticello Middle School Renovation - CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM Phase 11 ---------- 800 Broadway St E, Monticello MIN 55362 A MN Independent School GIASSROOM WORK Z� d ROOM CLASSROOM District #882 MEDIA 111111 MEDIA OPEN 302 Washington Street Monticello, CLASSROOM IOFFICE 'It CLASSROOM RESOURCE MIN 55362 � W------ :]CONTROL 0 a CLASSROOM ROOM CONTROL (AUDITORIUM BELOW) MEDIA CLASSROOM ROOM TV STUDIO CLASSROOM C :: C NF Foj CLASSROOM C B --------------- --- ------- ----- -------- -------------------- - -- --------------i------ - ---------- -- ---------- - ------------ CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM — — - — — ---------------WOLD ARCHITECTS AND ENGINEERS 332Mi..—.S,,,S.i.W2000 -1 — --------- Saint Paul, MN 55101 —ld-.-- 1651 227 7773 LOCKER ROOMS ics CONSULTING, INC (POOL BELOW) (ARENA BELOW) EXISTING UPPER LEVEL= 33,145 SQUARE FEET D UIPPER. LEVEL 5PACE U5F- 1" = 20--0" 0 15, 30' I 0 EXISTING LOWER LEVFI = 172M ") -A, - --- F LOAF -9 L.E\/El- 5f=Ar-,E USE 1" = 20'-0" — — L 5 313 WRESTLING STORAGE WEIGHT ROOM 1—by— y1hatth.p1anffi,aa.r.n,ft.atby ARCHTECT wk"Waraaflhaw—' hfirs—da Vaughn Dierks -.6ag. W v 26979 Dale 01W12017 Reuaima Deamption Dan, Num I Comm: I Dat.: 01/27/2017 J) Dr— CILR Check: Chk. No& WRESTLING SPACE USE PLANS S'.I.: I" = W -W' CITY SUBMITTAL AO.03 02/06/2017 A MN 0 A s OVERALL ROOF PLAN D1 1/32" = 1'-0" 0 24' ae 70' 1ERiICAI SME ENNSOfl FOOIPRINf / \ N'VERTICAL SME ENh50R SECTION kl I� ARCHTECr 70' YER71CA1 SME ENNSOR EIEVAPON XOIE: fie Ynan Staten aMm conrponEe N a rypcal mratruction of Ve Emi KK ro' WNctl SIyN wing im RT PmHe. Thie Erasing ie M.A.to ilivatrate genem Dmem rynem anm inemuw an on average Ratl too urct. i Vaughn Dierks uuat sffninGnwa c«ttK, Pe�pn woar .—a , EvoE p ea.r.cn,rai k,r,ow,wr,. NiN�o�o,r�;,�ao_ aP man �7B aP GENERICE IIIPMENTSCRFFNDFTAIL NOTE ACTUAL EQUIPMENT SCREEN DETAILS ARE PROVIDED TO THE ARCHITECT VIA SHOP DRAWINGS PRIOR TO CONSTRUCTION """SOP EQUIPMENT FOR )R KITCHEN RENOVATION II II c MEGH UNP MEGH UNIT 56REEP Monticello Middle School Renovation - Phase II 800 Broadway St E, Monticello MN 55362 Independent School District #882 302 Washington Street Monticello, MN 55362 WOLD ARCHITECTS AND ENGINEERS 332 Minns Street, Suite W2000 Saint Paul,MN 55101 77 woldae.mm 1 651 227 7773 lC S I CONSULTING, INC LJ Ivww�l Ivww�l I h..by candy hat th. PIar, s ffieE°n m report was papered by Mxmyd—supnldaneadtn Iamaaly—d ARCHTECr i w rlWaesofthaWem Minnesota i Vaughn Dierks R,,j6aamn Wier 26878 D- 01/27/2017 Rau =iwm Dasgtl%bn Dme Num Comm: 152246 I Dale: 01/27/2017 J) Drawn: OLR Check: Checker Wrib ROOFTOP EQUIPMENT Scale: ,132"=1'-0" CITY SUBMITTAL AO.04 02/06/2017 e is Independent School District #882 Monticello Middle School Renovation - Phase II CONSULTING, INC EXISTING EXISTING BRIG< POURED CHAIN LINK GONGRETE METAL GOILIN6 HOLLOW METAL CHAIN LINK POURED STOREFRONT BUILDING CONCRETE WALL GATE WITH LOADING DOG< DOOR DOOR, DARK BROWN GATE WITH GONGRETE WALL T A V r x —.IAI T AP V of - . M I N F.^ LOAF I N G 1/4" - V-0" 0 3' 2/3/2017 12:57:06 PM C:\Users\g rippl\Documen[s\152248_CENTRALy rippl@mldw.com.rvl S:\ISD882\Monticello Middle SchooM52248 -Middle School (PH II)\02_ARCMRevifl152248_CENTRAL.rvl SOCK - COLOR ELEVATION F 6' CITY SUBMITTAL LOADING DOCK - 02/06/22.01 7 COLOR ELEVATION Comm No: 152248 t CITY OF City of Monticello — Stormwater Site Plan Monticello Review Monticello Middle School 800 Broadway St E Address: Monticello, MN 55362 Permit No: PID: Date Approved: Date Received: 02/06/17 & 02/23/17 Signature: Area of Site Size (acres): 31.514 Disturbance(acres): 3.9 Existing Proposed Impervious (acres): 15.767 Impervious (acres): 16.684 A Stormwater Management Plan is required for: - Any land disturbing activity that may ultimately result in the addition of one acre or greater of impervious surfaces, including smaller individual sites that are part of a common plan of development that may be constructed at different times. - The construction of any new public or private road; or - Any land disturbance activity, regardless of size, that the City determines is likely to cause an adverse impact to an environmentally sensitive area or other property. Submittals Received Date Document Author Monticello Phase II, Land Use Application Submittal Wold Architects and Engineers Packet Contents Reviewed: - Project Narratives & Tabulation Box - Storm Water Pollution Prevention Plan (01/23/17, 02/06/17 prepared by Anderson -Johnson Associates, Inc.) - Monticello Middle School Storm Water Management Report (02/03/17, prepared by Anderson -Johnson Associates, Inc.) - Geotechnical Report (12/16/16, prepared by Braun Intertec) 02/23/17 Storm Water Management Report (Revised) Anderson -Johnson Associates, Inc. 01/27/17 Grading Plan — East Parking Wold Architects and Engineers 01/27/17 Grading Plan - Tennis Wold Architects and Engineers General Site Plan Yes 4 No 1. Scale of Survey. Minimum scale 1" = 50'. Maximum size plan sheet 24" x 36" ❑X ❑ October 2016 2. 3 4 5. 6. 7. 8. Survey signed by a registered survey with elevations in NGVD-1929 datum for the following locations: ❑ • Each lot corner • Grade elevation at the foundation and elevation of top of foundation of structures on 0 ❑ adjacent lots • Grade elevation at the foundation, elevation of top of foundation and garage floor of ❑ ❑ proposed new construction • Lowest point of entry (i.e. door sill or top of window well) of proposed and existing ❑ 0 construction El 0 • Lowest floor of proposed and existing construction Any proposed retaining wall must have a top and bottom elevation and bottom elevation ❑ ❑ would be finish grade. Also, no retaining wall is allowed to be built on private property Retaining walls greater than 4.0 feet in height have been designed and certified by a ❑ ❑ licensed professional engineer and a building permit has been acquired All drainage and utility easements are shown? ❑ 0 Easements are clear of any encroachments? ❑ ❑ New curb cuts proposed? ❑ 0 If new curb cut is proposed, stamp all survey maps with the curb cut stamp. Also, write a ❑ ❑ note on the Residential Plan & Routing Approval form reminding the builder that a curb cut permit is required if the driveway is moved or a new driveway is added rt elevation ❑ ❑ 9. Low floor a minimum of 4.25 (feet) above the sanitary sewer mve Comments: Items not checked were NA for this project. Two garages and a corner of the Ice Arena are shown on Sheet C1.32, lowest floor elevations are not shown. A complete plan set, signed by a Professional Engineer, remains outstanding for review. In addition, the signature page for the updated Storm Water Management Report dated 02/23/17 was only signed for the previous submittal on 02/03/17 (inaccurately shown as 02/03/15). The final Storm Water Management Report with a current signature will be reviewed upon receipt. Erosion/Sediment Control Plan , 1. SWPPP notes provided on the plan 2. Temporary stabilization measures provided 3. Erosion control blankets provided on all slopes greater than 3:1 4. Perimeter Control i.e., Silt Fence, Filter Log, etc. 5. Phasing for sites that are > 1 acre 6. CB Inlet Protection 7. Dewatering 8. Sediment control 9. Waste control 10. Concrete washout 11. Rock entrance 12. Street sweeping schedule 13. Permanent restoration plan 14. Erosion protection at all outlet pipes 15. SWPPP includes an erosion and sediment control inspection schedule and person responsible for maintenance Comments: An Erosion Control Plan corresponding to the final design has not yet been submitted for review. Yes � No X X October 2016 Stormwater Management Plan Yes No 1. Delineation maps for existing and proposed conditions ❑X ❑ 2. Modeling calculations for existing and proposed conditions using Atlas 14 storm events with an MSE3 type distribution. No 4 1. Volume control provided as per the City's Engineering Design Standards and MIDS (1.1" • 2 year 24 hr. (2.84"), 10 year 24 hr. (4.22"), 100 (6.87"), 10 -day snowmelt (7.2") ❑ ❑X over new impervious surface) • Modeled direct connected impervious separate ❑ ❑ 3. Off-site drainage included ❑X ❑ 4. Wetlands shown on plans and wetland permitting completed ❑ ❑ 5. Pretreatment ❑X ❑ 6. Skimmer structures provided on the outlets of all ponds. ❑ ❑ 7. Soil borings © ❑ 8. Design Infiltration Rate Determination — Geotechnical Report or Infiltration Testing ❑X ❑ infiltration BMP provided 7. 9. Seasonal High Water Elevation ❑X ❑ 10. Open channel flow calculations ❑ ❑X 11. Storm sewer calculations — 10 year event ❑ ❑ 12. Narrative describing the following: a. Existing Conditions: b. Proposed Conditions: c. Stormwater Management for Proposed Site: Comments: Items not checked are NA for this project. A final design for stormwater management has not yet been submitted. Upon receipt of each of the submittals, there was communication with the Engineer asking for outstanding information required for this review. Each of the twelve items listed above must be submitted in order to determine of City stormwater requirements are met. The Engineer indicated on March 1, 2017 that the design for the infiltration areas has not been finalized. Water Quality and Volume Reduction "The City of Monticello has adopted MPCA Minimal Impact Design Standards in Chapter 4 of Monticello Zoning Ordinance Section 4.10. MIDs Infiltration design criteria as described in the MPCA Stormwater Manual shall be followed for the proposed project. " Yes 4 No 4 1. Volume control provided as per the City's Engineering Design Standards and MIDS (1.1" ❑ ❑ over new impervious surface) 2. Impervious area equal to or greater than the net increase in impervious surface is routed ❑ ❑ through infiltration BMP 3. Sequencing provided for alternatives where infiltration is infeasible ❑ ❑ 4. Required Volume Reduction: 5. Provided Volume Reduction: 6. Separation to groundwater and/or bedrock is a minimum of 3 feet from bottom of ❑ ❑ infiltration BMP 7. Drawdown time for infiltration BMP is within 48 hours ❑ ❑ October 2016 8. Proposed ponds meet or exceed NURP design criteria ❑ ❑ 9. If infiltration of 1.1" is not feasible, water quality goals are met with NURP pond on site? ❑ ❑ Comments: Upon receipt of each of the submittals, there was communication with the Engineer asking for outstanding information required for this review. Each of the eight items listed above must be submitted in order to determine of City stormwater requirements are met. The Engineer indicated on March 1, 2017 that the design for the infiltration areas has not been finalized. Rate Control Yes y No'q 1. Peak Proposed Discharge Rates < Existing ❑ ❑ 2. Existing infrastructure can accommodate peak discharge rates for 10 year storm? ❑ ❑ 3. Existing infrastructure and EOF for proposed 100 year peak discharge rate? ❑ ❑ 4. Proposed flow patterns do not create flooding impacts for structures adjacent to the ❑ ❑ property? Comments: Conformance with rate control will be determined upon receipt of the final design and planset from the Engineer. Freeboard Yes No 1. Building Opening: • 2' above the critical 100 -yr HWL of local basins, wetlands, & infiltration basins ❑ ❑ • 2' above EOF of local basins, wetlands, & infiltration basins ❑ ❑ • 2' above the 100 -yr flow elevation of a swale or channel at the point where the swale ❑ ❑ channel is closest to the building 2. Low Floor Elevation: • 2' above the critical 100 -yr HWL of major basins ❑ ❑ • 2' above EOF of major basins ❑ ❑ • For landlocked basins: 2' above the HWL from back to back 100 -yr rainfalls or 2' above the HWL from the 100 -yr 10 -day snowmelt, whichever is higher. Starting elevation of the basin/waterbody prior to runoff is one of the following: o Existing Ordinary High Water level established by the Minnesota Department ❑ ❑ of Natural Resources o Annual water balance calculation approved by the City ❑ ❑ o Local observation well records, as approved by the City ❑ ❑ o Mottled soil ❑ ❑ Comments: Conformance with freeboard criteria will be determined upon receipt of the final design and planset from the Engineer. In addition, all low opening and lowest floor elevations for adjacent structures need to be clearly shown in the planset. October 2016 City Council Agenda: 03/13/17 2L. Consideration of adopting Resolution 2017-11 accepting a petition and calling for a public hearing for vacation of drainage and utilitv easements for Lot 5. Block 1 of Monticello Travel Center Second Addition. Applicant: Crown Bay. LLC (AS/JS) A. REFERENCE AND BACKGROUND: Crown Bay LLC has submitted a petition asking Council to call for a public hearing to consider granting vacation of a portion of drainage and utility easements across Lot 6, Block 1, Monticello Travel Center 2nd Addition. The vacation of easements is requested to facilitate a retail commercial development. Existing easements are a holdover from earlier plats and are in excess of current requirements. The proposed vacation will leave an easement consistent with required 12 -foot easements currently along all other plat edges of Monticello Travel Center 2nd Addition. The proposed vacation will leave an easement which will accommodate all existing public utilities and the TDS fiber duct that runs through the lot. Private utilities that will lie outside the newly established public easement will be a TDS Telecom pedestal with two associated cables and a Charter pedestal with associated cable. The applicant has indicated in their narrative that TDS and Charter will be relocating the pedestals onto the new easement along with the associated cables. It has been requested that the applicant provide documentation of the agreement for relocation prior to the hearing. Procedurally, Council must accept the petition and call for a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. Therefore, Council should call for the public hearing for consideration of the vacations to be placed on the April 10th, 2017 City Council agenda. City staff has prepared notices to be published in the Monticello Times and sent to affected property owners. Al. Budget Impact: There is no budget impact associated with calling for the hearing, as the notification expenses are covered through the application fee. A2. Staff Workload Impact: Staff impacts at this time are limited to the preparation of the notice documents. Should Council call for the hearing, staff will continue work on reviewing the vacation application. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-11 accepting the petition and calling for a public hearing on Monday, April 10th, 2017 to consider the vacation of drainage and utility easements over and across Lot 6, Block 1 Monticello Travel Center 2nd Addition. 2. Motion to not call for a public hearing at this time on the vacation request. City Council Agenda: 03/13/17 C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Resolution 2017-11 • Petition for Vacation • Easement Vacation Exhibit CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-11 CALLING FOR A PUBLIC HEARING ON VACATING DRAINAGE AND UTILITY EASEMENTS FOR LOT 6, BLOCK 1, MONTICELLO TRAVEL CENTER 2nd ADDITION WHEREAS, a petition was received on March 6, 2017 requesting vacation of drainage and utility easement at Lot 6, Block 1, Monticello Travel Center 2nd Addition; and WHEREAS, the Monticello City Council, pursuant to Minnesota Statute 412.851 and 462.358, desires to consider the vacation of a portion of the drainage and utility easements over and across the following property legally described as follows: Legal Description for Vacation of Drainage and Utility Easement: That part of the drainage and utility easement as dedicated in Lot 6, Block 1, MONTICELLO TRAVEL CENTER SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota, described as follows: Commencing at the most southerly corner of said Lot 6; thence northwesterly on an assumed bearing of North 62 degrees 38 minutes 15 seconds West, along the southwesterly line of said Lot 6, a distance of 14.99 feet; thence North 13 degrees 08 minutes 31 seconds East, a distance of 6.19 feet to the point of beginning; thence continue North 13 degrees 08 minutes 31 seconds East, a distance of 153.09 feet; thence North 34 degrees 02 minutes 46 seconds West, a distance of 65.11 feet; thence South 47 degrees 56 minutes 00 seconds East, a distance of 36.34 feet; thence South 10 degrees 05 minutes 09 seconds East, a distance of 10.42 feet; thence South 48 degrees 48 minutes 53 seconds East, a distance of 33.93 feet; thence South 13 degrees 28 minutes 43 seconds West, a distance of 62.94 feet; thence South 11 degrees 09 minutes 27 seconds West, a distance of 34.72 feet; thence South 27 degrees 23 minutes 54 seconds West, a distance of 52.64 feet; thence South 26 degrees 56 minutes 28 seconds West, a distance of 6.87 feet; thence North 62 degrees 38 minutes 15 seconds West, a distance of 4.47 feet to the point of beginning. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the vacation of such easements and a public hearing shall be held on such proposed vacation on the 10' day of April, 2017, before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published, posted and mailed notice of such hearing as required by law. ADOPTED BY the City Council of Monticello, Minnesota this 13th day of March, 2017. ATTEST: CITY OF MONTICELLO Jeff O'Neill, City Administrator Brian Stumpf, Mayor March 6, 2017 Vacation Petition — Easement Lot 6, Block 1, Monticello Travel Center 2nd Addition Crown Bay LLC is petitioning to vacate a portion of the public drainage and utility easement located within Lot 6, Block 1, Monticello Travel Center 2nd Addition. The vacation of the easement portion is requested to facilitate a retail commercial development. The existing easement is a holdover from earlier plats and previous encroaching alignment of Oakwood Drive East and Cedar Street. It is in excess of current requirements. The proposed vacation will leave an easement which will accommodate all existing public utility and one existing private (TDS) utility that run through the lot. The only private utilities that will lie outside of the newly established public easement are: A) one TDS Telecom pedestal and two associated cables, and B) one Charter pedestal and associated cables. TDS Telecom will be moving or removing the pedestal and will be replacing the two associated cables with one larger. This new single cable will be located to lie entirely within public utility easement areas. Charter will be relocating the existing pedestal and associated cables to within the public utility easement. There are no other conflicts, therefore no need for any private easements. March 6, 2017 To: Community Development Director City of Monticello To Whom It May Concern: Crown Bay LLC, fee title property owner of Lot 6, Block 1, Monticello Travel Center 2nd Addition, petition on behalf of Crown Bay LLC, for the vacation of a portion of the drainage and utility easement lying within Lot 6, Block 1, Monticello Travel Center 2nd Addition, Wright County, Minnesota. PROPOSED LEGAL DESCRIPTION FOR VACATION OF DRAINAGE AND UTILITY EASEMENT: That part of the drainage and utility easement as dedicated in Lot 6, Block 1, MONTICELLO TRAVEL CENTER SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota, described as follows: Commencing at the most southerly corner of said Lot 6; thence northwesterly on an assumed bearing of North 62 degrees 38 minutes 15 seconds West, along the southwesterly line of said Lot 6, a distance of 14.99 feet; thence North 13 degrees 08 minutes 31 seconds East, a distance of 6.19 feet to the point of beginning; thence continue North 13 degrees 08 minutes 31 seconds East, a distance of 153.09 feet; thence North 34 degrees 02 minutes 46 seconds West, a distance of 65.11 feet; thence South 47 degrees 56 minutes 00 seconds East, a distance of 36.34 feet; thence South 10 degrees 05 minutes 09 seconds East, a distance of 10.42 feet; thence South 48 degrees 48 minutes 53 seconds East, a distance of 33.93 feet; thence South 13 degrees 28 minutes 43 seconds West, a distance of 62.94 feet; thence South 11 degrees 09 minutes 27 seconds West, a distance of 34.72 feet; thence South 27 degrees 23 minutes 54 seconds West, a distance of 52.64 feet; thence South 26 degrees 56 minutes 28 seconds West, a distance of 6.87 feet; thence North 62 degrees 38 minutes 15 seconds West, a distance of 4.47 feet to the point of beginning. Thank You. Crown Bay LLC By: Robert LaMont Its: Chief Manager LEGEND • Found Iron Monument A Found Mag Nail ® Found Chiseled X o Set Iron Monument #41226 L Set Mag Nail #41226 0 Water Gate Valve F-1 Sign O Storm Sewer Manhole ❑ Pedestal ® Curb Stop Light Pole -6 Fire Hydrant ❑ Catch Basin Q Sanitary Sewer Manhole X Spot Elevation UTILITY PIPE LEGEND (Pipe Size Type) Denotes "per city plans or record drawing" Existing Storm Sewer -, -, -, -, -, -, _ Existing Sanitary Sewer w Existing Watermain Electric Transformer 959.0 EASEMENT VACATION EXHIBIT Catch Basin ---Concrete Curb 90- = .---Storm Sewer Manhole RIM 955.90--`956.0 RIM = 955.78 [ 95 . � r\ r\ C° 956.7 r 956.8 Sanitary Sewer Manhole-- Sid RIM = 956.28 r \, Storm Sewer Manhole \1 956.8 00 RIM = 956.19 �❑ \J 956.8 956.8 �r (See Note 2) r \ 956.0 \ \� t` 956.7 956.6 \ ; --Concrete Curb 957'2 \ \ 56.2 r �, \� S7_ (957 956.6 6.9 r \ 956.1 C' °/2 Catch Basin °re 56.3 RIM = 956.00-- \ 56.2(Flow Line) Holiday Gas Station Sign- INV = 953.07110 95 a v- , yo \TI a a � 00 956.5 r \� 957.3 \Manhole c<0 956.6 4;6 0`Z�1 ��S 956.4 _ u I \ \� __---Sanitary SewJ Edge of Concrete--, Cor 956.7 �, Q 956.6 \J RIM = 957.26 X., OG?' �'qJ /\ � r INV NW,SE = 942.26 7? J 956. 956.6 \ INV S = 944.26 Concrete Curb (B612)---- 956.8 sRoad�ay Stor957 ewer x�� Stub (1 'HDP \r / 957.6 `r6` 956.3 / F'V957.6 957.2 - 6 �`` ch Basin-- ��. e \ 9 ^ J \ 957.2 i'../ RIM = 956.10 `'s .7 S °0 '0 E '1i 57.4 x'956.4 `� INV= -9"53.25 `?A,:" 00 956.8 /' i 10.42 i X ��` Zp \ i J 957 5 >� 1 957.6 957.2 X 9�. _ •: \ 957.5 X�� \ Coo �� toc r\�O 00 /' �% X i X958.4 �� "a. `r6• CA r \� �` ❑ 56.7 957.2 i `� �L.\ /e S• I \ Concrete urb (6618) \� �'r "/ rainage and Uti' I asement I\ a, �r \ '°e RQ `3�' / per plat ` `r �d� \'" \ \� Co Q� 6 30' Front Setback--' \ �i ti �,: sc, d9e 7� \ ^ \ 57.5 957.3 / -/ �.' L5 ii957.�1 per Alta Survey �� : 2 2 �ie'�/ a�°G d'� \ 9\ 9 r 57.7 �'� X \� �sr8. OerAjd/�/ \ ^ \ 957.5 958.7 For Lease, Sign--' X ` /• y \ ' r p Catch Basin 957.7 ' X958.2 959. `s''• \ \ 957.0 X / ;4; F�• o RIM = 957.31 57.9 / �� 857 9 X958.6 / \ " ��9'•, ••Telephone ^ \ ` Storm Sewer Manhole 957.4 / Drai age and Utility Easeme►r(----' a • \ CO 958.3 to and �\'•; Manhole G \ 957 2 r RIM = 957.61 - Bituminous ( \ INV = 951.73 / ^ 957.6 dge of Bit . \ --Catch Basin 58.0 Edge of Gravel/Dirt--- � / � � X959.2 \ s\ ❑ RIM = 957.43 i / 958.9 \ `". �a� / X 6/ ccx ---Underground Fi er Optic X957.9 957.5 a 10' Setback 958.5 - - / -6� 958.8 I O < 957.3 ^r gopher on marks r ^ XLO\ - �i T TCD 958.2 / L _ - - - - - Gravel/Dirt Area \` ^ i 9 8.41 57.5 r �¢__� 20' Slide Setback \� X ' O� \ Coco 958.6 /' / �( �\ per,,Ita Survey _ 959'2 cb I Catch asin // / 959.3 % ^ • / �� \ / � �( RIM 957.43 r Edge of Bituminous = v 958 2 ` k/ 958.8 INV - 954.08 X/97.8 �VCb X 57. r X959.21 rn�''.c �, 958.8 \ \ y r i o^> Storm Sewer Manhole / �o� 958.0 57.8 �i �+ ; 958 . c��O 9X 7 `�� 959.9 LOT V Duct pergoher c 2 INV NE 5 952.24 r 8.07 959.2 /' / 0 X_ S\C a " Underground Electric i - -`�� - - - - ? a �i one marks^ / AJ ❑ VNV SW = 952.31 959.3 N 0i per gopher one marks i `� �096� m N' iP � 11 _ \ O ^ / 958.5 i �95 o ,• / y e� 9.2 ^bD�oryy 6 •// r :-prctrcSign 9X'4 ,hs�� -_ _--_�� C.>: U°c° 8S6--- / .:I I \ \ 958.0 / - - ♦ v A\Storm Edge of Gravel/Dirt 960.5 ConcZ1•ete Curb 6618 X ` 9581 \ 957.8 Sewer Manhole 958.9 1 X _X1 ( ) , 958.3 / vi�t ___ - / RIM = 957.95 :1 59.8 - 5 '., v� 960.2 ; �� ♦ \ rn 1 X 586 ^ \ 959.6 `� 958_9 960.1 _-- 41 958.8 Flectr/cTransform 959. Ns?03e�S,� ,� S26°56' 8" 6.87 i Concrete Curb---' i •�4 .6.19^�cP v 9 •---•G°c � /959.1 X Underground Electric-'° 58.8 90 4"7� / per gopher oneX' 959.3 / 58.9 `8 24" Surmountable Curb :9".9 8 9 .Q 'X \ `0 s4' m 58.9 / Sanitary Sewer Manhole ® / RIM = 959.62 959.2 Edge of / 95 .0 > _ Concrete �° ^ / U 59.2( low Line) W Most southerly corner of Lot 6, Block 1, ........ > �-> _ ^ MONTICELLO TRAVEL CENTER > �> 59.0 SECOND ADDITION / Concrete Curb..:> > I / (B618)/X959.3 ^ ^ � 1 / Sanitary Sewer Manhole RIM = 959.41 ' / INV N = 945.11 -Catch Basin RIM = 958.95 /Catch Basin-- RIM = 958.97 Storm Sewer Sewer Manhole--'� RIM = 959.41 �c'OJ ---Storm Sewer Manhole INV = 953.24 / RIM = 959.16 ch Basin I = 957.61 LEGAL DESCRIPTION OF PROPERTY: Lot 6, Block 1, MONTICELLO TRAVEL CENTER SECOND ADDITION, Wright County, Minnesota. NOTES: 1) The legal description as shown hereon was obtained from Title Commitment File No. NCS-808341-MPLS issued by as a proform by First American Title Insurance Company . The review and depiction of any easements other than the platted easements in said title commitment was not within the scope of this survey or exhibit. 2) Benchmark: Top nut of fire hydrant located on the northeasterly side of Oakwood Drive East as shown hereon. Elevation= 959.37 feet (NGVD 1988 datum) 3) Area: 32723 SgFt 0.8 Acres 4) Location of utilities existing on or serving the surveyed property as determined by observed evidence and markings by utility companies and other appropriate sources (are shown hereon), subject to the following restrictions: A. Utility operations do not consistently respond to locate requests through the Gopher State One Call service for boundary purposes such as this. B. Those utility operators that do respond, often will not locate services from their main line to the customer's structure or facility - they consider those segments private installations that are outside their jurisdiction. If a private service to an adjoiner's side crosses this site or a service to this site crosses an adjoiner, it may not be located since most operators will not mark such "private" services. C. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT (651) 454-0002. D. Lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. E. Per Gopher State One -Call Ticket No. 162153107, the following utilities and municipalities were notified: TDS TELECOM 763-295-2301 CHARTER COMMUNICATIONS 800-778-9140 CITY OF MONTICELLO/FIBERNET 763-314-0113 CENTER POINT ENERGY 608-223-2014 DEPARTMENT OF TRANSPORTATION 651-366-5750 NORTHERN NATURAL GAS 651-674-4488 TDS METROCOM 218-821-7672 XCEL ENERGY 800-848-7558 PROPOSED LEGAL DESCRIPTION FOR VACATION OF DRAINAGE AND UTILITY EASEMENT: That part of the drainage and utility easement as dedicated in Lot 6, Block 1, MONTICELLO TRAVEL CENTER SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota, described as follows: Commencing at the most southerly corner of said Lot 6; thence northwesterly on an assumed bearing of North 62 degrees 38 minutes 15 seconds West, along the southwesterly line of said Lot 6, a distance of 14.99 feet; thence North 13 degrees 08 minutes 31 seconds East, a distance of 6.19 feet to the point of beginning; thence continue North 13 degrees 08 minutes 31 seconds East, a distance of 153.09 feet; thence North 34 degrees 02 minutes 46 seconds West, a distance of 65.11 feet; thence South 47 degrees 56 minutes 00 seconds East, a distance of 36.34 feet; thence South 10 degrees 05 minutes 09 seconds East, a distance of 10.42 feet; thence South 48 degrees 48 minutes 53 seconds East, a distance of 33.93 feet; thence South 13 degrees 28 minutes 43 seconds West, a distance of 62.94 feet; thence South 11 degrees 09 minutes 27 seconds West, a distance of 34.72 feet; thence South 27 degrees 23 minutes 54 seconds West, a distance of 52.64 feet; thence South 26 degrees 56 minutes 28 seconds West, a distance of 6.87 feet; thence North 62 degrees 38 minutes 15 seconds West, a distance of 4.47 feet to the point of beginning. Traverse PC A 19zeffl I�a�l► x311=111011R SHEET: 1 OF 1 375 SPRUCE AVENUE NORTH CLIENT: Andy Larson PROJECT LOCATION: I hereby certify that this survey, plan, or report was Drawn by: TTH REVISIONS Checked by: CEW Jr. prepared by me or under my direct supervision and WEBB P.O. BOX 323 Larson Building, Inc. 110 Oakwood Ave E that I am a duly Licensed Land Surveyor under the INO. DATE BY DESCRIPTION laws of the State of Minnesota. I 1 3-6-17 CW Revised Vacation Area . / SURVEYING LLC MAPLE LAKE, MN 55358 3 Hwy 55 West Monticello, MN 55362 c��''"' �" Date: 02/20/17 I I 1 763-898-9999 Buffalo, MN 55313 PID NO's: 155202001060 & 155202001061 Charles E. Webb, Jr. I I License No. 41226 I I Traverse PC A 19zeffl I�a�l► x311=111011R SHEET: 1 OF 1 City Council Agenda: 2/13/17 3A. PUBLIC HEARING - Consideration of adopting Resolution 2017-10 approving the vacation of 120th Street right of wav remnant parcels (SB) A. REFERENCE AND BACKGROUND: When Wright County realigned CSAH 75 in the northwest area of the City in 2010, a portion of 120th Street NE between I-94 and CSAH 75 was vacated with a new roadway easement conveyed to the City by Xcel Energy. The City Council approved an agreement with Xcel Energy for this conveyance on April 9, 2012 (see attached supporting documentation for background information). Wright County was in the process of cleaning up their files and submitted a letter to the City indicating that there were two small remnant parcels along 120th Street NE that still need to be vacated by the City as part of CSAH 75 realignment project. The portions of right of way to be vacated are parcels 4 and 4A of Wright County Right of Way Plat No. 66. Parcel 4 encompasses 310 square feet and parcel 4A encompasses 1,547 square feet for a total of 1,857 square feet to be vacated. Once vacated, the parcels will automatically be turned back to Xcel Energy, who is the underlying fee owner. Xcel has been contacted and has no issue with the vacation. Al. Budget impact: Costs for publication of the public hearing notice in the Monticello Times. A2. Staff Workload Impact: Minimal staff time as this is a housekeeping item. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2017-10 approving the vacation of 120th Street right of way remnant parcels. 2. Motion to deny adoption of Resolution 2017-10 at this time. C. STAFF RECOMMENDATION: Staff recommends approving Alternative #1. D. SUPPORTING DATA: A. Resolution 2017-10 B. Letter from Wright County C. Wright County Highway Right of Way Plat No. 66 D. 04/09/12 Council agenda item CITY OF MONTICELLO WRIGHT COUNTY MINNESOTA RESOLUTION NO. 2017-10 RESOLUTION VACATING THE RIGHT-OF-WAY OF 120TH STREET REMNANT PARCELS WHEREAS, pursuant to Minnesota Statutes Section 4152.851, after two (w) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation; and WHEREAS, a public hearing on the vacation of 120th Street right of way remnant parcels of the following described property on March 13, 2017 at 6:30 p.m. at the Monticello City Hall: Parcels 4 and 4A of Wright County Right of Way Plat No. 66 where parcel 4 encompasses 310 square feet and parcel 4A encompasses 1,547 square feet for a total of 1,857 square feet to be vacated; NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: that the above described drainage and utility easements are vacated. ADOPTED BYthe Monticello City Council this 13th day of March, 2017. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator Jeff O'Neill WRIGHT COUNTY DEPARTMENT OF HIGHWAYS City Administrator Monticello City Hall 505 Walnut Street, Suite 1 Monticello MN 55362 Wright County Public Works Building 1901 Highway 25 North Buffalo, MN 55313 Jct. T.H. 25 and C.R. 138 Telephone: (763) 682-7383 FAX. (763) 682-7313 Re: Wright County CSAH 75 at 120th Street Mr. O'Neill: VIRGIL G. HAWKINS, P.E. Highway Engineer (763) 682-7388 CHAD D. HAUSMANN, P.E. Assistant Highway Engineer (763) 682-7387 MARK A. JOHNSON Right -of -Way Agent (763) 682-7386 STEVE P. MEYER Hwy Mntnc Superintendent 763-682-7374 It has come to my attention that one last detail of our CSAH 75 project which eliminated the BNSF overpass near the nuclear plant is left. Last we heard, the former City Engineer was to pursue vacation of two slivers of old city R/W, which in effect would return this land to NSP. It appears this was never completed. I am about to retire as Wright County Right of Way Agent, and am working to clean up some details. The County is not involved beyond this point, and we would ask you coordinate with Xcel, as it is in their interest this is completed. This would eliminate any cloud or flaw which could turn up should this land be transferred in the future. Attached is a sample vacation resolution for your use. Also enclosed is a copy of the plat with the area in question highlighted. Future contacts should be with Mr. Chad Peterson, Senior Land Rights Agent for Xcel. He can be reached at 612-330-7825 and email of chad.t.peterson(@xcelenerEv.com. Sincerely, Mark Johnson, Agent Wright County ighway Department a ( " 1 a e B IF—m Al I '1 c h yi �/� �^ ®g�k� AG.[lA0 �►/ a� $ 6 s k} r/la 3u 9'ii rttis r . ......sy., ._ 4 Mill Big �' Ean /,..AR an •W / , IOW I^ Lo 6'g ly Rr �Fb I y� I I a ., 9?$Iz ' 11 .'T •' t ��'Zo i [ 6z �y3 4 /d �r}�4 a 11 1•� 4� 1 / �� l.t- IN — ¢ xiol'i ,R wuan �/ ^fit / R Zo i m� �� •� p /JI 0.� a �I / 1 / Cb (l I]iN6 ]is1 4 M N]lM `` City Council Agenda: 04/09/12 5E. Consideration of adopting Resolution #2012-434 acceptins Easement Agreement with Northern States Power ComuanvlXcel EnerQv for the realignment of 120th Street north of Interstate 94 (BW) A. REFERENCE AND BACKGROUND: During the Wright County State Aid Highway 75 bridge removal and roadway realignment project at the west end of the City, the County realigned the portion of 120`h Street NE between Interstate Highway 94 and CSAH 75 as illustrated in the highlighted area of the attached Wright County Highway Right of Way Plat No. 66_ The Minnesota Department of Transportation (Mn/DOT), formerly the Minnesota Highway Department, originally conveyed the roadway easement for 120Th Street NE to the County by way of Quit Claim Deed. This roadway easement was then revoked to the City by the County in 1985. See Resolution No. 85-18 attached. This roadway conveyance is shown on the plat. The section of 120t11 Street NE lying west of I-94 was revoked to Monticello Township at the same time. Xcel Energy (dba NSP) owned the land under 120th Street NE and previously granted the City a Roadway Right -of -Way Easement for the old alignment of 120th Street NE. This old roadway right-of-way easement was vacated when the City Council approved the Cooperative Agreement between Xcel Energy and the City on July 11, 2011, which is attached as supporting data. This agreement assured both parties the exchange of real estate interests required for the realignment of 120`'' Street NE was acceptable to each. The new roadway right of way easement for 120"' Street NE now needs to be conveyed. Attached is Figure A showing the old easement area highlighted in purple, and Figure B which shows the new easement area highlighted in yellow. The original Roadway Right -of -Way Easement for 120th Street NE as vacated by the City per the Cooperative Agreement contained approximately 44,576 square feet, or 1.023 Acre ("City to NSP Conveyance") It is estimated the new Roadway Right -of - Way Easement area to be granted to the City by NSP ("NSP to City Conveyance") is approximately 57,514 square feet, or 1.32 Acres, This NSP to City Conveyance is conveyed as a grant of easement. NSP was responsible for its document preparation, title work and closing costs. Wright County was responsible for all such costs on behalf of the City. The City shall be responsible for all future maintenance of the realigned section of 120th Street NE. Al. Budget Impact: The City is required to pay $1 for this easement. As per the previously approved Cooperative Agreement, Wright County agreed to bear all costs on behalf of the City for all required document preparation, title work and closing costs related to the realignment of 120 Street NE. City Council Agenda: 04/09/12 A2. Staff Workload Impart: Impacts to staff will be minimal. B. ALTERNATIVE ACTIONS: Motion to adopt Resolution #2012-034 accepting Easement Agreement with Northern States Power Company/Xcel Energy for the realignment of 120th Street north of Interstate 94. Motion denying adoption of Resolution #2012-034 at this time, C. STAFF RECOMMENDATION: City staff recommends approving Alternative #1. D. SUPPORTING DATA.- City ATA: City Resolution #2012-034 Easement Agreement - 120th Street NE Roadway Right -of -Way Easement Wright County Highway Right of Way Plat No. 66 Wright County Resolution No. 55-18 Cooperative Agreement - 1201h Street NE Roadway Right -of -Way Easement Figure A - Existing roadway right-of-way easement Figure B - New roadway right-of-way easement 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2012-034 APPROVING EASEMENT AGREEMENT WITH XCEL ENERGY FOR ROADWAY RIGHT OF WAY EASEMENT FOR 120' STREET NE WHEREAS, 120th Street NE was realigned as part of Wright County's County State Aid Highway (CSAR) 75 realignment project, SAP 086-675-013; and WHEREAS, Xcel Energy (dba NSP) owns the property occupied by 120`h Street NE between Interstate Highway 94 and CSAH 75; and WHEREAS, Xcel Energy formerly granted the City of Monticello a roadway right-of-way easement for the previous alignment of this section of 120th Street NE; and WHEREAS, Xcel Energy and the City of Monticello agreed to vacate the previous roadway right-of-way easement and establish a new roadway right-of-way easement to accommodate the realignment of 120th Street NE as defined in the Cooperative Agreement between Xcel Energy and the City of Monticello as executed on July 11, 2011. NOW THEREFORE, BE IT RESOL VED by the City Council of the City of Monticello, Minnesota, said Easement Agreement outlining the conveyance of a perpetual roadway right-of- way easement for the realignment of 120 Street NE with Wright County's CSAH 75 project is hereby approved. ADOPTED BY the Monticello City Council this 9th day of April, 2012. CITY OF MONTICELLO Clint Herbst, Mayor ATTEST: Jeff O'Neill, City Administrator 140911111114YrI163,1 STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of a resolution duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on April 9, 2012, and recorded in minutes of said meeting. Jeff O'Neill, City Administrator Notary Public: Date: (STAMP) ROADWAY EASEMENT THIS INDENTURE, Made this day of , 2012, by and between NORTHERN STATES POWER COMPANY, a Minnesota corporation, d/b/a Xcel Energy ("NSP"), and THE CITY OF MONTICEI.LO, Wright County, Minnesota, a statutory city under the laws of the State of Minnesota ("Grantee"), WITNESSETH, That in consideration of the sure of one Dollar ($1.00) and other good and valuable consideration in hand paid by said Grantee, NSP does hereby give and grant unto said Grantee, a perpetual easement for public use as a public roadway, over, under and across the following described parcel of land located in Wright County, Minnesota, to -wit: ParceIs 4 and 4A of Wright County Highway Right of Way Plat No. 66. (Said parcels being located in the Southwest Quarter of the Southwest Quarter of Section 33, Township 122, Range 25, and the Northwest Quarter of the Northwest Quarter of Section a, Township 121, Range 25.) GRANTEE AGREES, that upon completion of the construction of the roadway located on the herein described easement that Grantee will perform any and all future maintenance on said roadway. IN WITNESS WHEREOF, the parties have caused this easement to be executed as of the day and year first above written. NORTH/E�R�N STATES POWER COMPANY By Greg P. Chamberlain, Director Portfolio Delivery & Integration Xcel Energy Services Inc. Authorized Agent for Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy STATE OF MUgNE' SOTA ) )8S. COUNTY OF 18ENNEP11N) The foregoing instrument was acknowledged before me this A l jf day of 1*'1 arah 2012, by Greg P. Chamberlain, Director, Portfolio Delivery & Integration, Xcel Energy Services Inc., as Authorized Agent for Northern States Power Company, a sota corporation, d/b/a Xeel Energy on behalf of the corporation. /r GiipD;. PETERSON Not ublic NOTARY PUBLIO -- - miNNESOTA MyCaMmhaton FMp�raJmn. al. 20,4 i'HE CITY OF MONTICELLO By STATE OF MINNESOTA) ss. COUNTY Or, ) The foregoing instrument was acknowledged before me this day of 2012, by ,on behalf of the City of Monticello, a statutory city under the laws of the State of Minnesota. This instrument was drafted by: CTP Northern States Power Company 414 Nicollet Mall, Minneapolis, MN 55401 Abstract 2011.322 'n rr I of _ y 'pi g ggY 1 ou: R_ _ �- d ap ' lit gig E e ' x x •�F ; �" n e3 .15 1p1 r� ° f w Eg r�Re t•I f TJp #g Rq Sp Z � �A > s� ra ra u sa � •� r� i« >� x33 : f ! f�� • � � ��! . � fid. �ii � %9 ■� _ ,� r� � �� Y r� . t+ � = y j ,� rJ a ik9 '�' �, $iB��`$$� aid $ �;• �;t, I �� ;Rl� A' �, � r -" yam} � •I 1� � `. �. a�1 2+� � wY�1 J I gij� I � • �"% �, •; :•'� r� �.p� f r rid ;� �'� ��h1'�� I t�f �If I •� , rVt It $ ' V I I � ' ' ! l • � � � 1 u� f � � ly T 9! Mir f� 3 J !• r1 � / � ` � 1 •.+� ' � . � ,• fin; . C 0 [• �! �— N.ii�'ayir ih!'Hi _• _tom f:,-,,�:• �'� �,// r �= .jl �� '�:.'- i>,:�,. / r u "SRI ty St a $ Oki 95• !l f f r y + j x. f ! k I r n ur. ud tr= -Apr i1 3U, 1985 � s. ,7ution No._.�85-18 ion by COTT.nr Ssi oner...Nelson _ _Seca-ideci by Coi-wnissioner 5chillewaert fes•-`-+-�' �.-c �f � � �'. ^ 1 � J' RESOLUTION WHEFIZEAS, it appears to the Wright County Board of Commissioners that the below described porton of County Highway should be revoked, and WHEREAS, the hearing required by Minn. Stat.9 163.11, subd. 5a (1982) has been held, NOW THIiER.EFQRE, BE IT HEREBY RESOLVED, by the Wright County Board of Commissioners that pursuant to Minn. Stat. 9 163.11, Subd. 5 (1582) the county highway located in the City of Monticello in the County of Wright, Sta-Ee of Minnesota, described as follows, to -wit: -SEE ATTACHED - is hereby revoked. YES NO McAlpine x McAlp±ne Bogenrief x Bogenrief Engstrom x Engstrom Nelson x Nelson Schillewaert x Schillewaert a STATE OF MINNESOTA) ss. County of Wright ) 1, Richard W. Norman, duly appointed, qualified, and acting Cle]r"k to the Cosanty Board for the County of Wright, State of Minnesota, do hereby certify that I have compared the foregoing copy •of a resolution or motion with the original minutes of the proceedings of the Board of County Commissioners, Wright County, Minnesota, at their session held on the 'An day of At,ri 1 0119 85 1. now on file in my office, and have found the same to be true and correct copy thereof. _ aitne_ss rny hand and official seal at Buffalo, Minnesota, this 3.0 day of 19 $ 5_ir�?rx— Clerk to the County Board �fy RESOLUTION WHEREAS, it appears to the Wright County Board of Commissioners that the below described portion of County Highway should be revoked, and WHEREAS, the hearing required by Minn, Stat. 1 163.11., subd. 5a (1982) has been „ * held, NOW THEREFORE, BE IT HEREBY RESOLVED, by the Wright County Board of Commissioners that pursuant to Minn. Stat, 9 163,11, Subd. 5 (1982) the county highway located in the City of Montipello in the County of Wright, State of Minnesota, described as follows, to -wit: -SEE ATTACHED - '0. 12 is hereby revoked. Passed by majority vote of the Wright County Board of Commissioners this day of X/I . 19 Chairman, County Board of Cormniss'ioners ATTEST: Executive Secretary to W,,,ght County hoard of Commissioners 1 `� - -r . 9 - 3 P 3~� ♦- d. ,y'tk''"�'��y� a� + -_ -� a' 'S "'F F6a'_'• `Ct ate♦�,yy,,� - - a - -- _ ' c Manticell I. That part of Tract A anS of Tract B_dcscribed beooi - 'bract A. The Southwest quarter 6E.th,e 5authweae'. � r of Section 33, Townafiip l27 North. Range 25- West; Wright' Cuurity, Manne o" a, _ excepting therekkCM , the:' rail- way right of way; _ i z S 4-e- : •... .. V. Tract I3 The Northwest Quarter• of the Northwest �u2GXS"ectaa>a.�Towasliip T21, North, Range 25 West, Wright County, Miriiies4ihal .wTucii. 3 iea: wtth%rr. a distance _ of 75 -feet northwesterly and 50 feet aouthaaste=ly of Line 3'dese'ribed belo4 and northeasterly of a Line run parallel with'and"d.i.stant 100 feet northeast- erly of Lane 2 described below and which lies within a distance of 75 feet southwesterly of Line 1 described below: Line 1. Beginning at a point on the crest line of said Section 33, distant 683.9 feet north of the southwest corner thereof; thence runt southeasterly at an angle of 43 degrees 40 minutes QC seconds from said west section line (measured from south to east)' -for 203-&4 feet;. thence deflect to the left on a 5 degree 0 minute `bQ seeand curve elta,angl .` 6 degrees og Iu-Lndtea.0[t seccinds fir ' l0 2Q(le,feat.". tFxeince on CaFtgeift to sac# curveb50_feet' aa� there terMMnsting; ',iA' - - Line 2. Beginning at a point ori the west line' of the.Northeast Quarter of the South- east Quarter of Section- 4,,, Township 121AWiarth', Range 25 West, distant 738 feet south of the northwest corner' of said quarter; 1_:thance rust northwesterly at an angle of 48 degrees 03 minutes 00 ,seconds from the west line of said quarter (measured from north to west) for 327.6 feet•, thence- deflect to the right ori a- 0 degree 30 minute 00 second curve (delta angle 9 degrees 29 minutes 04 seconds) er- for 1896.7 feet; thence on tangent to said curve for 4200 feet and there ter- mi.nating. minating. Line 3. Beginning at a point on Lane 2 described above, distant 1283 feet southeasterly of its point of termination; thence run northeasterly at an angle of 63 degrees 35 minutes 00 seconds from said Line 2 (measured from southeast to northeast) for 274.8 feet; thence deflect to'theleft on a 29 degree 00 minute 00 second curve (delta angle 64 degrees 30 minutes 00 seconds) for 222.4 feet and there terminating; also together with that part of Tract A hereinbefore described adjoining and southerly of a line 75 feet southwesterly of Line 1 described above, northwesterly of the last above described strip, which lies northeast- erly of the' following described line: Beginning at a point on, Line 3 described above, distant 222.4 feet southwesterly of its point of termination; thence run northwesterly at right angles to said Line 3 for 200 feet and there ter- minating; also together with that part of 'tract A and. of Tract B hereinbefore described adjoining and southeasterly of the last above described strip, which lies northeasterly of a line run parallel with and distant 100 feet northeast- erly pf Line 2 described above and northwesterly of a line run parallel with and distant 75 feet southeasterly of the following described line: Beginning at the point of beginning of Line 3 described above; thence run northeasterly on said Line 3 for 272.3 feet and there terminating; 4? 459959 r N/C RETURN TO: Marian, Cou&y" Coordinators Office COOPERATIVE AGREEMENT CITY OF MONTICELLO ROADWAY RIGHT OF WAY EASEMENT This Cooperative Agreement dated _S-("- , 2011, is by and between City of Monticello, hereinafter referred to as "the City", and NarAhern States Power Company, a Minnesota corporation, d/b/a Xcel Energy, hereinafter referred to as "NSP". BACKGROUND Wright County is proposing to realign a section of County State Aid Highway (CSAH) 75 within the westerly City Limits of Monticello, Minnesota, as illustrated on the attached Wright County Highway Right of Way Plat No. 66. The Highway Right of Way Plat No. 66 (the "Plat") depicts the new Permanent Highway Right of Way for the new alignment of CSAR 75, the Temporary Construction Easements required to accommodate construction of the new alignment, and the original alignment of CSAH 75. As part of this realignment, the County will rearrange a portion of the City of Monticello's roadway called 120" Street NE, which lies easterly of Interstate Highway 94 and westerly of CSAH 75. This new alignment is depicted on the Plat. The Minnesota Department of Transportation, Mn DOT, formerly known as the Minnesota Highway Department, by way of quit Claim Deed conveyed a Roadway Easement to the County. This Roadway Easement was Revoked to the City of Monticello by the County in 1985 (Resolution No. 85-18). This roadway conveyance is shown on the Plat. UNDERSTANDING Purpose The purpose of this Agreement is to assure both parties hereto that the exchanges of real estate interests required for this Wright County project are acceptable. Estimated Exchanee of Real Property It is estimated the original Roadway Right of Way Easement for 120`h Street NF to he vacated (released) by the City ("City to NSP Conveyance") contains approximately 44,575 square feet (3..023 Acre). The City Council will vacate (release) this easement following signature by all involved parties to this Agreement. It is further estimated the new Roadway Right of Way Easement area to be granted to the City by NSP ("NSP to City Conveyance") is approximately 57,514 square feet (1.32 Acres). This NSP to City Conveyance is conveyed as a grant of easement Documentation NSP and the City will prepare and submit to the other the proposed documents far the appropriate conveyances. NSP will be responsible for its document preparation, title work and closing costs, and Wright County will be responsible for all such costs on behalf of the City. Maintenance The City shall be responsible for all future maintenance within their roadway easement. Effective This Agreement shall become effective upon signature of all parties to the Agreement. Miscellaneous I. This Agreement is governed by the laws of the State of Minnesota, and any disputes hereunder shall be venued in the State of Minnesota. 2. This Agreement shall not be amended except in a writing executed and delivered by all of the Parties hereto. 3. This Agreement is the sole agreement between and/or among the Parties relating to the subject matter hereof. 4. This Agreement shall bind and inure to the benefit of the parties, including their respective employees, agents, representatives, consultants, subcontractors, successors and assigns. S. Each of the parties represents, warrants, and states, that all legal and corporate actions necessary for the proper effectuation and execution of this Agreement has been validly taken. Further, the individuals whose signatures appear below individually represent and warrant that he/she is duly authorized to execute this Agreement on behalf of his/her respective party. 5. The parties acknowledge that the terms of this Agreement are contractual and not a mere recital. Anaroved by the Citv of Monticello: Clint Herbst, Mayor Date JefO Nity Administrator Date Aouroved by Northern States Power Comoanv: Greg P. Chamberlain, Director Bate Portfolio Delivery & Integration Xcel Energy Services Inc. Authorized Agent for Northern States Power Company, a Minnesota corporation, d/b/a Xcel Energy 2 0 M � � r l CITY OF Mi n ti RC eflo TH 25 and 7th Street Intersection Improvements Open House The City of Monticello is completing an improvement at the intersection of TH 25 and 7th Street. Construction will include adding turn lanes, completing traffic signal improvements, improving pedestrian access and beautifying the area (see layout on back). Lane closures on TH 25 will only occur at night. Drivers will be able to cross the intersection at all times during construction. It is anticipated that construction will occur from April through July 2017. More information will be provided at the open house prior to construction. General information related to other City projects will be available at the meeting or please visit the City's website at www.ci.monticello.mn.us or call City Hall at (763) 295-2711 V) 4— � � E a) > 00 L � � � E Z 13.0 � LO V) N � � b 0 0 E & 2 f 3 c 0 6 ( \ 0 2 \a) / /U / \/ 0 §0 6 / v 0 _ 0U // 0- 0 h7 0/ / 0 // Ef ®7 DD /£ 20 �~ •// /\ �/ )o E E ) 22 � a) \E000 D� Do & w\ f f 40@@22 0ZCLr<< i . . 0 o / g 2 0 0 .ƒ \ 2 }/o /£ \ gbh 0 � � Q � 0 0 0 ƒ \ E k f C))>- ~ 9 .\ \ .\ •\ D _ � �� Z/ o 0 © 2 E a � 7 LU 7 D-'� q q im w P 4 @ _0 o -a 0 7C)[= ± § LU > © 0 ® © 2 © y z 0 © > § 0 § 0 ¢ CL- DLU a 2OL .I p DL D DL o ± o Z ƒ U V) 4— � � E a) > 00 L � � � E Z 13.0 � LO V) N � � b 0 0 E & 2 f 3 c 0 6 ( \ 0 2 \a) / /U / \/ 0 §0 6 / v 0 _ 0U // 0- 0 h7 0/ / 0 // Ef ®7 DD /£ 20 �~ •// /\ �/ )o E E ) 22 � a) \E000 D� Do & w\ f f 40@@22 0ZCLr<< i . . 0 o / g 2 0 0 .ƒ \ 2 }/o /£ \ gbh £ 0 3 / 0 .E _� o [� 0 0-0 0) ƒ= OL -00 /0 §/ CL "0 \ / E\•/ / 2 / 6 0J7/&s\ w *coo=2o of±ges-oma / \\J�0(D"0 0E2O E/\// From: Greg Pruszinske rmaiIto: gpruszinske@ci.becker.mn.usl Sent: Thursday, March 02, 2017 2:45 PM To: Jeff O'Neill Subject: Thank You to the City Council Hello Jeff! Would you share this with Mayor Stumpf and the Monticello City Council. Thanks! Greg Mayor Stumpf and Members of the Monticello City Council: We greatly appreciate you taking time out of your busy schedule to support the Sherco bill to build a natural gas generating plant. Tuesday was truly a great day for Sherburne County and Central Minnesota. It's a wonderful feeling knowing we all work so well together and offer support wherever and whenever one of us needs it. It truly is an honor to work with each and every one of you and we look forward to many more cooperative achievements. On behalf of the City of Becker, thank you! Tracy Bertram, Mayor City of Becker Wright County Sheriff's Office 1 . co ^ Sheriff Joe Hagerty iq Frsoy 3800 Braddock Ave. NE, Buffalo, MN 55313 J 1-800-362-3667 Fax: 763-682-7610 0 Monticello Monthly Report 2017 Printed on March 1, 2017 911 Hang-up Total: 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/04/17 11:59 911 Hang-up 2017009037 02/05/17 00:25 911 02/05/17 03:56 911 Hang-up 2017009212 911 Open Line 911 02/05/17 16:27 911 Hang-up 2017009310 2017010270 911 02/07/17 03:47 911 Hang-up 2017009667 911 911 02/07/17 07:20 911 Hang-up 2017009691 02/11/17 13:44 911 02/07/17 16:16 911 Hang-up 2017009789 911 Open Line 911 02/07/17 19:32 911 Hang-up 2017009831 2017012120 911 02/10/17 20:43 911 Hang-up 2017010601 911 911 02/11/17 00:00 911 Hang-up; Intoxicated 2017010663 Suspicious - Person - Vehicle WCSOP17004018 911 2017013836 Person 02/23/17 18:33 911 Open Line 2017014047 02/11/1716:29 911 Hang-up 2017010811 2017014082 911 02/11/17 23:47 911 Hang-up 2017010929 Page 1 of 23 911 02/14/17 11:49 911 Hang-up 2017011531 911 02/14/17 13:35 911 Hang-up 2017011559 911 02/15/17 14:17 911 Hang-up 2017011847 911 02/17/17 22:30 911 Hang-up 2017012544 911 02/22/17 12:57 911 Hang-up 2017013685 911 02/22/17 18:20 911 Hang-up 2017013782 911 02/23/17 12:17 911 Hang-up 2017013941 911 02/23/1714:25 911 Hang-up 2017013970 911 Hang-up WCSOP17005270 911 02/23/17 19:46 911 Hang-up 2017014062 911 02/23/17 21:13 911 Hang-up 2017014085 911 02/23/17 21:40 911 Hang-up 2017014087 911 02/24/17 05:45 911 Hang-up 2017014139 911 02/24/17 16:57 911 Hang-up 2017014306 911 02/25/17 00:00 911 Hang-up 2017014405 911 02/26/17 17:38 911 Hang-up 2017014802 911 02/27/17 22:27 911 Hang-up 2017015128 911 02/28/17 10:18 911 Hang-up 2017015203 911 02/28/17 14:42 911 Hang-up 2017015269 911 02/28/17 17:06 911 Hang-up 2017015296 911 02/28/17 23:08 911 Hang-up 2017015369 911 911 Open Line Total: 24 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/03/17 10:56 911 Open Line 2017008768 911 02/05/17 00:25 911 Open Line 2017009189 911 02/06/17 09:20 911 Open Line 2017009477 911 02/09/17 14:54 911 Open Line 2017010270 911 02/09/17 16:17 911 Open Line 2017010290 911 02/10/17 20:59 911 Open Line 2017010609 911 02/11/17 13:44 911 Open Line 2017010782 911 02/14/17 14:52 911 Open Line 2017011576 911 02/16/17 13:23 911 Open Line 2017012120 911 02/19/17 04:14 911 Open Line 2017012882 911 02/21/17 08:24 911 Open Line 2017013396 911 02/22/17 22:44 911 Open Line 2017013836 911 02/23/17 18:33 911 Open Line 2017014047 911 02/23/17 21:09 911 Open Line 2017014082 911 Made by ZVERIC -ER Page 1 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/24/17 13:08 911 Open Line 2017014235 911 02/24/17 14:01 911 Open Line 2017014252 911 02/24/17 19:19 911 Open Line 2017014347 911 02/25/17 06:42 911 Open Line 2017014447 911 02/25/17 14:20 911 Open Line 2017014520 911 02/26/17 14:01 911 Open Line 2017014747 911 02/26/17 15:05 911 Open Line 2017014760 911 02/28/17 15:26 911 Open Line 2017015279 911 02/28/17 17:10 911 Open Line 2017015298 911 02/28/17 18:02 911 Open Line 2017015314 911 Abandoned Vehicle Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/08/17 16:36 Abandoned Vehicle 2017010050 Abandoned Vehicle WCSOP17003781 Phone 02/21/17 08:35 Abandoned Vehicle 2017013397 Abandoned Vehicle WCSOP17005037 Phone 02/27/17 09:44 Abandoned Vehicle 2017014928 Abandoned Vehicle WCSOP17005641 Phone Agency Assist Total: 19 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/1722:36 Agency Assist 2017008438 Chec Welfare WCSOP17003145 Phone 02/02/17 11:41 Agency Assist 2017008520 Juvenile - Placement WCSOP17003181 Phone 02/03/1711:37 Agency Assist 2017008779 Agency Assist WCSOP17003293 Phone 02/05/1718:16 Agency Assist 2017009335 Agency Assist WCSOP17003526 Phone 02/06/1713:24 Agency Assist 2017009520 Agency Assist WCSOP17003581 Phone 02/08/1714:53 Agency Assist 2017010023 Agency Assist WCSOP17003765 Phone 02/09/17 08:11 Agency Assist 2017010198 Agency Assist WCSOP17003837 Phone 02/09/1717:49 Agency Assist 2017010322 Agency Assist WCSOP17003883 Phone 02/09/17 23:14 Agency Assist 2017010398 Agency Assist WCSOP17003909 Phone 02/12/17 01:22 Agency Assist 2017010941 Agency Assist WCSOP17004104 Phone 02/12/17 02:23 Agency Assist 2017010954 Agency Assist WCSOP17004108 Officer 02/14/1715:59 Agency Assist 2017011592 Agency Assist WCSOP17004344 Phone 02/19/1716:23 Agency Assist 2017013009 Agency Assist WCSOP17004895 Phone 02/20/17 04:40 Agency Assist 2017013136 Agency Assist WCSOP17004937 Phone 02/21/1715:54 Agency Assist 2017013481 Agency Assist WCSOP17005081 Phone 02/22/1710:07 Agency Assist 2017013653 Agency Assist WCSOP17005150 Phone 02/22/1710:19 Agency Assist 2017013657 Agency Assist WCSOP17005158 Phone 02/23/1714:31 Agency Assist 2017013972 Agency Assist WCSOP17005271 Phone 02/28/1714:36 Agency Assist 2017015267 Agency Assist WCSOP17005769 Phone Animal Total: 7 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/11/1717:29 Animal 2017010819 Animal WCSOP17004074 Phone 02/12/1711:29 Animal 2017011017 Phone 02/21/1713:34 Animal 2017013442 Animal WCSOP17005062 Phone 02/23/1716:52 Animal 2017014020 Animal WCSOP17005297 Phone 02/24/1715:56 Animal 2017014285 Animal WCSOP17005382 Phone 02/28/17 09:19 Animal 2017015187 Phone 02/28/1713:21 Animal 2017015248 Animal WCSOP17005763 Phone Animal - Abuse Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/21/17 17:12 Animal - Abuse 2017013512 Animal - Abuse WCSOP17005096 Phone Made by ill=RCHER Page 2 of 23 Animal - Barking Dog Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/06/17 01:51 'nimal - Bar ing Dog 2017009417 'nimal - Bar ing Dog WCSOP17003546 Phone Animal - Bites - Attacks Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/04/17 05:19 'nimal - Bites - 'ttac s 2017008977 nimal -Bites - 'ttac s WCSOP17003383 Phone 02/26/17 08:51 'nimal - Bites - 'ttac s 2017014706 'nimal -Bites - 'ttac s WCSOP17005545 Phone Assault Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/1716:04 ssault 2017008347 'ssault WCSOP17003107 Phone 02/27/17 09:38 ssault 2017014924 Juvenile - Complaint WCSOSR017005637 02/28/1714:24 ssault 2017015262 'ssault WCSOSR017005766 ATL Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/16/17 09:51 'TL 2017012071 TL WCSOP17004510 Phone Check Welfare Total: 19 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/1723:10 Chec Welfare 2017008441 Chec Welfare WCSOP17003147 911 02/02/1715:51 Chec Welfare 2017008576 Chec Welfare WCSOP17003208 Phone 02/03/1718:36 Chec Welfare 2017008871 Chec Welfare WCSOP17003341 Phone 02/05/17 02:52 Chec Welfare 2017009207 Chec Welfare WCSOP17003471 911 02/05/17 03:28 Chec Welfare 2017009211 Chec Welfare WCSOP17003473 Phone 02/10/1717:40 Chec Welfare 2017010568 Chec Welfare WCSOP17003981 Phone 02/14/1710:50 Chec Welfare 2017011510 Chec Welfare WCSOP17004312 Phone 02/15/1714:43 Chec Welfare 2017011857 Chec Welfare WCSOP17004428 Phone 02/15/1719:01 Chec Welfare 2017011946 Chec Welfare WCSOP17004457 Phone 02/17/1714:53 Chec Welfare 2017012423 Chec Welfare WCSOP17004650 Phone 02/17/1715:11 Chec Welfare 2017012431 Chec Welfare WCSOP17004653 Phone 02/18/17 22:23 Chec Welfare 2017012822 Chec Welfare WCSOP17004807 Phone 02/20/1716:26 Chec Welfare 2017013265 Chec Welfare WCSOP17004982 Phone 02/21/1713:16 Chec Welfare 2017013439 Chec Welfare WCSOP17005059 Phone 02/23/1710:20 Chec Welfare 2017013913 Chec Welfare WCSOP17005250 Phone 02/25/1717:15 Chec Welfare 2017014566 Chec Welfare WCSOP17005485 Phone 02/27/17 07:31 Chec Welfare 2017014904 Phone 02/27/1717:16 Chec Welfare 2017015052 Chec Welfare WCSOP17005692 Phone 02/28/17 09:19 Chec Welfare 2017015188 Drugs WCSOP17005742 Phone Citizen Aid Total: 8 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported JL/OL I7 64.43 316 c ;J 1611666463 &I en 'id WCSOP17003157 Phone JL'04r'I7 IL. 17 iiii an -id 16IT66b643 1if en 'id WCSOP17003407 911 02t1 3/1703.3b %.iii aii ;J 161761 I I Ciir en 'id WCSOP17004196 Phone JLh3/17 iT12 i;ni eii -16 201701 133L Giir en 'id WCSOP17004258 Phone 6�/1 ilii 16.57 Ciii aii -id LOIN IL471 %iii en `id WCSOP17004670 Phone v2/25/i7 i6.46 Ciii U'' ;J L3 IM14616 GiC en 'id WCSOP17005296 Phone v2/27fi i�.66 Ciii U'' ;J Li In 1363T GiC en 'id WCSOP17005707 Phone v2/26fi 7 64.54 1,i ii w, ;J L3In13163 Gi; en 'id WCSOP17005728 911 Made bN/ ZUERCHER Page 3 of 23 Civil Complaint Total: 19 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 09:19 Civil Complaint 2017008255 Civil Complaint WCSOP17003075 Phone 02/01/17 09:31 Civil Complaint 2017008258 Civil Complaint WCSOP17003076 Phone 02/02/17 21:47 Civil Complaint 2017008672 Civil Complaint WCSOP17003246 Phone 02/03/17 15:33 Civil Complaint 2017008827 Civil Complaint WCSOP17003319 Phone 02/03/17 17:03 Civil Complaint 2017008852 Civil Child Custody WCSOP17003331 Phone 02/05/17 12:11 Civil Complaint 2017009261 Civil Complaint WCSOP17003496 Phone 02/05/17 14:28 Civil Complaint 2017009279 Civil Complaint WCSOP17003499 Phone 02/09/17 22:08 Civil Complaint 2017010384 Civil Complaint WCSOP17003906 Phone 02/10/17 17:33 Civil Complaint 2017010565 Civil Complaint WCSOP17003984 Phone 02/10/17 18:38 Civil Complaint 2017010580 Phone 02/10/17 23:32 Civil Complaint 2017010656 Civil Complaint WCSOP17004015 Phone 02/13/17 12:57 Civil Complaint 2017011264 Civil Complaint WCSOP17004232 Phone 02/14/17 11:48 Civil Complaint 2017011530 Civil Complaint WCSOP17004320 Phone 02/15/17 14:30 Civil Complaint 2017011853 Civil Complaint WCSOP17004425 Phone 02/16/17 21:12 Civil Complaint 2017012238 Suspicious - Circumstances WCSOP17004581 911 02/17/17 16:52 Civil Complaint 2017012469 Civil Child Custody WCSOP17004669 Phone 02/27/17 15:02 Civil Complaint 2017015010 Civil Complaint WCSOP17005671 Phone 02/27/17 17:20 Civil Complaint 2017015054 Civil Complaint WCSOP17005694 Phone 02/27/17 18:56 Civil Complaint 2017015086 Civil Complaint WCSOP17005706 Phone Civil Process Total: 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 15:09 Civil Process 2017008330 Officer 02/02/17 10:37 Civil Process 2017008506 Officer 02/02/17 16:05 Civil Process 2017008582 Officer 02/02/17 16:42 Civil Process 2017008599 Officer 02/06/17 09:58 Civil Process 2017009482 Officer 02/10/17 09:27 Civil Process 2017010465 Officer 02/10/17 13:28 Civil Process 2017010503 Officer 02/13/17 14:57 Civil Process 2017011286 Officer 02/14/17 10:08 Civil Process 2017011494 Officer 02/17/17 14:57 Civil Process 2017012426 Officer 02/22/17 13:07 Civil Process 2017013689 Officer 02/22/17 13:16 Civil Process 2017013692 Officer 02/22/17 16:45 Civil Process 2017013748 Officer 02/22/17 16:55 Civil Process 2017013750 Officer 02/23/17 11:04 Civil Process 2017013922 Officer 02/23/17 11:28 Civil Process 2017013927 Officer 02/24/17 09:35 Civil Process 2017014172 Officer 02/24/17 09:48 Civil Process 2017014176 Officer 02/24/17 10:07 Civil Process 2017014184 Officer 02/24/17 10:16 Civil Process 2017014187 Officer 02/24/17 10:36 Civil Process 2017014194 Officer 02/27/17 10:43 Civil Process 2017014943 Officer 02/27/17 17:42 Civil Process 2017015061 Officer Commercial Fire Alarm Total: 6 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/07/17 20:53 Commercial Fire 4arm 2017009851 Commercial Fire 9arm WCSOP17003697 Phone 02/08/17 20:32 Commercial Fire 9arm 2017010116 Commercial Fire 9arm WCSOP17003807 Phone 02/11/17 18:01 Commercial Fire 9arm 2017010830 Residential Fire 9arm WCSOP17004076 Phone 02/14/17 09:18 Commercial Fire 9arm 2017011479 Commercial Fire 9arm WCSOP17004305 Phone 02/21/17 16:01 Commercial Fire 4arm 2017013483 Commercial Fire 9arm WCSOP17005082 Phone 02/23/17 14:32 Commercial Fire 4arm 2017013973 Commercial Fire 9arm WCSOP17005272 Phone Made by ZVERIC ER Page 4 of 23 Commercial General Alarm Total: 19 Initial Call Incident Start Date/Time Initial Call CFS # Final Incident 02/01/17 20:29 Commercial General 2017008408 Commercial General larm 2017010534 harm 02/20/17 18:21 Court Order Violation 02/02/17 05:18 Commercial General 2017008466 Commercial General harm harm 02/16/17 11:35 02/03/17 07:44 Commercial General 2017008735 Commercial General harm harm Criminal Damage to 2017012712 02/04/17 03:56 Commercial General 2017008973 Commercial General harm Criminal Damage to harm Property 02/04/17 06:40 Commercial General 2017008982 Commercial General harm harm 02/04/17 22:24 Commercial General 2017009168 Commercial General larm harm 02/05/17 11:04 Commercial General 2017009251 Commercial General harm harm 02/08/17 11:49 Commercial General 2017009973 Commercial General harm harm 02/09/17 19:24 Commercial General 2017010347 harm 02/10/17 09:04 Commercial General 2017010460 Commercial General harm harm 02/10/17 19:43 Commercial General 2017010593 Commercial General larm harm 02/11/17 00:21 Commercial General 2017010668 Commercial General harm harm 02/11/17 10:28 Commercial General 2017010741 Commercial General harm harm 02/15/17 01:41 Commercial General 2017011715 Commercial General larm harm 02/15/17 22:05 Commercial General 2017011994 Commercial General harm harm 02/16/17 12:29 Commercial General 2017012111 Commercial General harm harm 02/18/17 09:53 Commercial General 2017012640 Commercial General harm harm 02/20/17 23:58 Commercial General 2017013346 Commercial General harm harm 02/26/17 09:31 Commercial General 201 701 471 2 Commercial General larm harm Court Order Violation Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident 02/03/17 10:22 Court Order Violation 2017008759 Court Order Violation 02/10/17 16:09 Court Order Violation 2017010534 Court Order Violation 02/20/17 18:21 Court Order Violation 2017013296 Unwanted Person Criminal Damage to Property Total: 6 Incident Start Date/Time Initial Call CFS # 02/01/1713:20 Criminal Damage to 2017008301 Property 02/09/17 07:29 Criminal Damage to 2017010188 Property 02/12/17 10:17 Criminal Damage to 2017010999 Property 02/16/17 11:35 Criminal Damage to 2017012099 Property 02/18/17 15:41 Criminal Damage to 2017012712 Property 02/22/17 14:24 Criminal Damage to 2017013710 Property Final Incident Criminal Damage to Property Criminal Damage to Property Criminal Damage to Property Suspicious - Circumstances Juvenile - Complaint Criminal Damage to Property Case Number WCSOP17003133 WCSOP17003158 WCSOP17003275 WCSOP17003381 WCSOP17003385 WCSOP17003456 WCSOP17003488 WCSOP17003741 WCSOP17003926 WCSOP17003990 WCSOP17004020 WCSOP17004043 WCSOP17004377 WCSOP17004474 WCSOP17004526 WCSOP17004730 WCSOP17005019 WCSOP17005551 Case Number WCSOP17003285 WCSOP17003961 WCSOP17004993 Case Number WCSOSR017003091 WCSOP17003831 WCSOP17004127 WCSOP17004519 WCSOP17004768 WCSOP17005175 How Reported Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone How Reported Phone Phone 911 How Reported Phone Phone Phone Phone Phone Phone Made bN, ZUERCMER Page 5 of 23 Disabled Vehicle Total: 4 Incident Start Date/Time Initial Call CFS # Final Incident 02/17/17 22:21 Disabled Vehicle 2017012541 Disorderly 02/19/17 11:54 Disabled Vehicle 2017012936 Disabled Vehicle 02/22/17 16:03 Disabled Vehicle 2017013734 Disabled Vehicle 02/27/17 14:15 Disabled Vehicle 2017014994 Disabled Vehicle Disorderly Total: 4 Incident Start Date/Time Initial Call CFS # Final Incident 02/02/1711:50 Disorderly 2017008523 Disorderly 02/02/1714:16 Disorderly 2017008553 Disorderly 02/19/1710:13 Disorderly 2017012926 Disorderly 02/23/17 09:11 Disorderly 2017013899 Disorderly Domestic Disturbance Total: 15 Incident Start Date/Time Initial Call CFS # 02/03/17 16:17 Domestic Disturbance 2017008840 02/03/17 20:09 Domestic Disturbance 2017008888 02/04/17 23:46 Domestic Disturbance 2017009183 02/05/17 15:29 Domestic Disturbance 2017009290 02/07/17 19:50 Domestic Disturbance 2017009839 02/10/17 23:01 Domestic Disturbance 2017010647 02/14/17 20:12 Domestic Disturbance 2017011642 02/15/17 18:46 Domestic Disturbance 2017011940 02/16/17 18:58 Domestic Disturbance 2017012211 02/18/17 13:37 Domestic Disturbance 2017012685 02/21/17 20:33 Domestic Disturbance 2017013550 02/23/17 14:59 Domestic Disturbance 2017013981 02/25/17 01:44 Domestic Disturbance 2017014427 02/25/17 18:45 Domestic Disturbance 2017014583 02/28/17 01:20 Domestic Disturbance 2017015153 Drugs Total: 9 Case Number WCSOP17004853 WCSOP17005191 WCSOP17005664 Case Number WCSOSR017003182 WCSOSR017003198 WCSOP17004848 WCSOSR017005243 Final Incident Case Number Medical - Psychiatric - Behavioral WCSOP17003327 Domestic Disturbance WCSOP17003351 Medical - Psychiatric - Behavioral WCSOP17003464 Criminal Damage to Property WCSOP17003506 Domestic Disturbance WCSOP17003693 Noise WCSOP17004010 Domestic Disturbance WCSOP17004364 Domestic Disturbance WCSOP17004452 Domestic Disturbance WCSOP17004565 Domestic Disturbance WCSOP17004753 Domestic Disturbance WCSOP17005118 Domestic Disturbance WCSOP17005278 Domestic Disturbance WCSOP17005428 Domestic Disturbance WCSOP17005492 Domestic Disturbance WCSOP17005723 How Reported Phone Phone Phone Phone How Reported 911 How Reported Phone 911 911 Phone Phone Phone 911 Phone 911 Phone 911 Phone 911 911 911 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/04/17 21:21 Drugs 2017009155 Drugs WCSOP17003453 Phone 02/05/1711:11 Drugs 2017009253 Drugs WCSOP17003490 Phone 02/06/1715:52 Drugs 2017009546 Drugs WCSOP17003591 Phone 02/09/17 08:05 Drugs 2017010196 Drugs WCSOP17003838 Phone 02/09/1714:24 Drugs 2017010264 Drugs WCSOP17003864 Phone 02/14/1711:13 Drugs 2017011516 Drugs WCSOP17004313 Phone 02/18/17 08:47 Drugs 2017012626 Drugs WCSOP17004724 Phone 02/19/1718:45 Drugs 2017013040 Drugs WCSOP17004907 911 02/27/1712:17 Drugs 2017014968 Drugs WCSOP17005656 Phone Drug Search Warrant Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 08:36 Drug Search Warrant 2017008245 Drug Search Warrant WCSOP17003071 Officer 02/17/17 09:28 Drug Search Warrant 2017012334 Drug Search Warrant WCSOSIU17004616 Officer Extra Patrol Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident 02/11/17 11:53 Extra Patrol 2017010765 Extra Patrol 02/21/17 09:08 Extra Patrol 2017013403 Extra Patrol Made L ZUERCHER Case Number How Reported WCSOP17004054 Phone WCSOP17005041 Phone Page 6 of 23 Fire - Burn Permit Total: 1 CFS # Final Incident Case Number How Reported Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/06/17 14:03 Fire - Burn Permit 2017009524 Fraud - Chec s - Cards WCSOP17005379 Phone Fire - Gas Leak Total: 2 2017014942 Fraud - Chec s - Cards WCSOP17005645 Phone Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/16/17 20:35 Fire - Gas Lea 2017012230 nimal WCSOP17004576 Phone 02/26/17 14:44 Fire - Gas Lea 2017014754 Fire - Gas Lea WCSOP17005575 Phone Found Person Total: 1 2017013527 Fraud - Forgery WCSOP17005110 Phone Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/23/17 05:34 Found Person 2017013867 Found Person WCSOP17005227 Phone Fraud - Checks - Cards Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/16/17 21:30 Fraud - Chec s - Cards 2017012243 Fraud - Chec s - Cards WCSOP17004585 Phone 02/24/17 15:28 Fraud - Chec s - Cards 2017014277 Fraud - Chec s - Cards WCSOP17005379 Phone 02/27/17 10:43 Fraud - Chec s - Cards 2017014942 Fraud - Chec s - Cards WCSOP17005645 Phone Fraud - Forgery Total: 2 Harassment WCSOP17003323 Phone 02/04/17 09:18 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/08/17 11:30 Fraud - Forgery 2017009970 Fraud - Forgery WCSOP17003739 Phone 02/21/17 18:42 Fraud - Forgery 2017013527 Fraud - Forgery WCSOP17005110 Phone Fraud - Internet Total: 2 911 02/28/17 11:34 Harassment 2017015230 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/21/17 13:49 Fraud - Internet 2017013445 Fraud - Internet WCSOP17005065 Phone 02/27/17 17:07 Fraud - Internet 2017015050 Fraud - Internet WCSOP17005690 Phone Funeral Escort Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 09:36 Funeral Escort 2017008259 Funeral Escort WCSOP17003089 Phone 02/23/17 08:07 Funeral Escort 2017013890 Phone Harassment Total: 7 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/02/1711:07 Harassment 2017008510 Harassment WCSOP17003175 Phone 02/03/1710:59 Harassment 2017008770 Harassment WCSOP17003288 Phone 02/03/1715:55 Harassment 2017008836 Harassment WCSOP17003323 Phone 02/04/17 09:18 Harassment 2017009007 Harassment WCSOP17003392 Phone 02/11/1716:25 Harassment 2017010810 Harassment WCSOP17004071 Phone 02/25/1715:12 Harassment 2017014533 Harassment WCSOP17005469 911 02/28/17 11:34 Harassment 2017015230 Suspicious - Circumstances WCSOP17005756 Phone Hospice Death Total: 1 Made by ZUERCHER Page 7 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/08/17 12:19 Hospice Death 2017009982 Juvenile - Complaint WCSOP17003193 Phone Info Total: 4 Juvenile - Complaint 2017008710 Suspicious - Person - Vehicle WCSOP17003265 Phone Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 00:56 1 nfo 2017008203 Juvenile - Complaint WCSOSR017003638 Phone 02/20/17 15:36 Info 2017013254 Juvenile - Complaint WCSOP17004061 Phone 02/21/17 09:14 Info 2017013404 Juvenile - Complaint WCSOP17004099 Phone 02/22/17 09:09 Info 2017013642 Info WCSOP17005151 Phone Intoxicated Person Total: 1 2017014630 Juvenile - Complaint WCSOP17005517 911 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/08/17 18:40 Intoxicated Person 2017010091 DUI WCSOP17003797 Phone Juvenile - Complaint Total: 8 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/02/17 13:37 Juvenile - Complaint 2017008545 Juvenile - Complaint WCSOP17003193 Phone 02/03/17 02:02 Juvenile - Complaint 2017008710 Suspicious - Person - Vehicle WCSOP17003265 Phone 02/03/17 18:11 Juvenile - Complaint 2017008866 Medical - Psychiatric - Behavioral WCSOP17003336 Phone 02/07/17 06:53 Juvenile - Complaint 2017009688 Juvenile - Complaint WCSOSR017003638 Phone 02/11/17 14:07 Juvenile - Complaint 2017010786 Juvenile - Complaint WCSOP17004061 Phone 02/11/17 23:15 Juvenile - Complaint 2017010919 Juvenile - Complaint WCSOP17004099 Phone 02/12/17 18:05 Juvenile - Complaint 2017011092 Juvenile - Complaint WCSOP17004166 911 02/25/17 21:55 Juvenile - Complaint 2017014630 Juvenile - Complaint WCSOP17005517 911 Juvenile - Runaway Total: 1 Lost - Found Property 2017013506 Lost - Found Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/02/17 17:26 Juvenile - Runaway 2017008609 Juvenile - Runaway WCSOP17003222 Phone Lock Out - Lock In Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/03/17 11:25 Loc Out - Loc In 2017008775 Loc Out - Loc In WCSOP17003290 Phone 02/10/17 11:02 Loc Out - Loc In 2017010482 Loc Out - Loc In WCSOP17003936 911 Lost - Found Property Total: 9 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 23:41 Lost - Found Property 2017008442 Lost - Found Property WCSOP17003149 911 02/03/17 11:13 Lost - Found Property 2017008773 Lost - Found Property WCSOP17003289 02/03/17 15:52 Lost - Found Property 2017008834 Lost - Found Property WCSOP17003325 02/06/17 17:45 Lost - Found Property 2017009575 Lost - Found Property WCSOP17003605 02/08/17 18:16 Lost - Found Property 2017010084 Lost - Found Property WCSOP17003793 02/09/17 09:50 Lost - Found Property 2017010216 Lost - Found Property WCSOP17003843 02/17/17 15:22 Lost - Found Property 2017012436 Lost - Found Property WCSOP17004656 02/21/17 16:53 Lost - Found Property 2017013506 Lost - Found Property WCSOP17005094 02/28/17 19:22 Lost - Found Property 2017015329 Lost - Found Property WCSOP17005793 Medical - Abdominal Pain Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/07/17 09:51 Medical - 'bdominal Pain 2017009721 Medical - 'bdominal Pain WCSOP17003647 911 02/10/17 16:35 Medical - 'bdominal Pain 2017010545 Medical - 'bdominal Pain WCSOP17003967 911 02/13/17 10:52 Medical - 'bdominal Pain 2017011239 Medical - 'bdominal Pain WCSOP17004219 Phone ZU=RCHER Page 8 of 23 Medical - Bleeding - Lacerations Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number 02/26/17 21:07 Medical - Bleeding - 2017014848 Medical - Bleeding - Lacerations WCSOP17005609 Lacerations 02/28/17 18:37 Medical - Bleeding - 2017015321 Medical - Bleeding - Lacerations WCSOP17005789 Lacerations Medical - Breathing Problems Total: 7 Initial Call Incident Start Date/Time Initial Call CFS # Final Incident 02/04/17 11:52 Medical - Breathing 2017009035 Medical - Breathing Problems 2017009390 Problems 02/14/17 18:08 Medical - Chest Pain 02/12/17 14:14 Medical - Breathing 2017011051 Medical - Breathing Problems 2017013646 Problems Medical - Diabetic Total: 2 02/18/17 07:15 02/15/17 01:56 Medical - Breathing 2017011716 Medical - Breathing Problems Final Incident Problems Medical - Diabetic 2017009967 02/22/17 16:04 Medical - Breathing 2017013735 Medical - Breathing Problems Medical - Diabetic Problems Feet 02/23/17 16:02 Medical - Breathing 2017013998 2017014902 Problems 02/25/17 20:04 Medical - Breathing 2017014602 Medical - Breathing Problems Problems 02/26/17 01:48 Medical - Breathing 2017014674 Medical - Breathing Problems Problems Medical - Chest Pain Total: 4 Incident Start Date/Time Initial Call CFS # Final Incident 02/03/17 16:41 Medical - Chest Pain 2017008847 Feet 02/05/17 22:06 Medical - Chest Pain 2017009390 Medical - Chest Pain 02/14/17 18:08 Medical - Chest Pain 2017011618 Medical - Chest Pain 02/22/17 09:13 Medical - Chest Pain 2017013646 Medical - Chest Pain Medical - Diabetic Total: 2 02/18/17 07:15 Medical - Fall Under 6 Incident Start Date/Time Initial Call CFS # Final Incident 02/08/17 11:12 Medical - Diabetic 2017009967 Medical - Diabetic 02/18/17 11:16 Medical - Diabetic 2017012661 Medical - Diabetic Medical - Fall Under 6 Feet Total: 7 Incident Start Date/Time Initial Call CFS # 02/01/17 13:35 Medical - Fall Under 6 2017008308 WCSOP17004357 Feet WCSOP17005145 02/10/17 08:10 Medical - Fall Under 6 2017010451 Feet 02/13/17 12:16 Medical - Fall Under 6 2017011257 Feet 02/18/17 07:15 Medical - Fall Under 6 2017012616 Feet 02/19/17 07:42 Medical - Fall Under 6 2017012896 Feet 02/20/17 10:33 Medical - Fall Under 6 2017013195 Feet 02/27/17 07:07 Medical - Fall Under 6 2017014902 Feet Case Number WCSOP17003406 WCSOP17004147 WCSOP17004378 WCSOP17005190 WCSOP17005502 How Reported 911 911 How Reported 911 911 911 911 911 911 WCSOP17005532 911 Case Number How Reported WCSOP17004229 Phone WCSOP17003539 Phone WCSOP17004357 Phone WCSOP17005145 911 Case Number How Reported WCSOP17003736 911 WCSOP17004740 Phone Final Incident Case Number How Reported Medical - Fall Under 6 Feet WCSOP17003093 Phone Medical - Fall Under 6 Feet Medical - Fall Under 6 Feet Medical - Fall Under 6 Feet Medical - Fall Under 6 Feet Medical - Fall Under 6 Feet Medical - Psychiatric - Behavioral Total: 15 Made b- ZU=RCHER WCSOP17003924 911 WCSOP17004229 Phone WCSOP17004720 Phone 911 WCSOP17004962 911 WCSOP17005626 Phone Page 9 of 23 Incident Start Date/Time Initial Call 02/03/17 06:11 Medical - Psychiatric - Medical - Psychiatric - Behavioral WCSOP17003270 Behavioral 02/03/17 14:03 Medical - Psychiatric - Phone Behavioral 02/06/17 19:34 Medical - Psychiatric - 2017009791 Behavioral 02/07/17 16:21 Medical - Psychiatric - Medical - Psychiatric - Behavioral WCSOP17004069 Behavioral 02/11/17 15:55 Medical - Psychiatric - Phone Behavioral 02/12/17 14:08 Medical - Psychiatric - 2017011240 Behavioral 02/13/17 02:26 Medical - Psychiatric - Medical - Psychiatric - Behavioral WCSOP17004482 Behavioral 02/13/17 10:56 Medical - Psychiatric - 911 Behavioral 02/15/17 23:17 Medical - Psychiatric - 2017012408 Behavioral 02/16/17 15:11 Medical - Psychiatric - Medical - Psychiatric - Behavioral WCSOP17005072 Behavioral 02/16/17 19:34 Medical - Psychiatric - Phone Behavioral 02/17/17 14:03 Medical - Psychiatric - 2017015229 Behavioral 02/21/17 15:06 Medical - Psychiatric - Behavioral 02/21/17 16:52 Medical - Psychiatric - Behavioral 02/23/17 14:15 Medical - Psychiatric - Behavioral Medical - Seizure Total: 3 CFS # Final Incident Case Number How Reported 2017008726 Medical - Psychiatric - Behavioral WCSOP17003270 Phone 2017008801 Medical - Psychiatric - Behavioral WCSOSR017003306 Phone 2017009602 Medical - Psychiatric - Behavioral WCSOP17003612 Phone 2017009791 Medical - Psychiatric - Behavioral WCSOP17003671 911 2017010805 Medical - Psychiatric - Behavioral WCSOP17004069 Phone 2017011050 Medical - Psychiatric - Behavioral WCSOP17004159 Phone 2017011178 Medical - Psychiatric - Behavioral WCSOP17004194 Phone 2017011240 Medical - Psychiatric - Behavioral WCSOP17004220 Phone 2017012008 Medical - Psychiatric - Behavioral WCSOP17004482 911 2017012145 Medical - Psychiatric - Behavioral WCSOP17004540 911 2017012217 Medical - Psychiatric - Behavioral WCSOP17004568 Phone 2017012408 Medical - Psychiatric - Behavioral WCSOP17004645 Phone 2017013458 Medical - Psychiatric - Behavioral WCSOP17005072 Phone 2017013505 Juvenile - Complaint WCSOP17005093 Phone 2017013966 Medical - Psychiatric - Behavioral WCSOP17005269 Phone Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 62/06/ i i i 6. iv Ivladic�di - Jui uia LO In 163L4 IGutk—d, ¢2/r ure WCSOP17003885 911 62/10/ 17 i y.,+6 ivru -ar--ser ure 201 To i i V36 ure WCSOP17004458 911 62i2 it i i 26.58 MuLlicdl - 3ui Ulu 26 i 6 ,. 663 ure WCSOP17005119 911 Medical - Sick Total: 12 Incident Start Date/Time Initial Call 02/02/17 07:23 Medical - Sic 02/03/17 21:20 Medical - Sic ; 911 Hang- WCSOP17003163 up 02/05/17 09:28 Medical - Sic 02/05/17 12:37 Medical - Sic 02/05/17 15:44 Medical - Sic 02/07/17 20:31 Medical - Sic 02/10/17 21:05 Medical - Sic 02/12/17 08:32 Medical - Sic 02/13/17 05:00 Medical - Sic 02/15/17 22:39 Medical - Sic 02/22/17 14:38 Medical - Sic 02/28/17 11:33 Medical - Sic Medical - Stroke Total: 1 Incident Start Date/Time Initial Call 02/10/17 07:55 Medical - Stro e CFS # Final Incident Case Number How Reported 2017008478 Medical - Sic WCSOP17003163 911 2017008906 Medical - Sic WCSOP17003357 911 2017009238 911 2017009265 911 2017009296 Medical - Sic WCSOP17003507 911 2017009847 Medical - Sic WCSOP17003696 911 2017010613 Medical - Sic WCSOP17003996 911 2017010982 Medical - Sic WCSOP17004122 911 2017011186 911 2017012003 Medical - Sic WCSOP17004478 911 2017013714 911 2017015229 Medical - Sic WCSOP17005755 911 CFS # Final Incident Case Number How Reported 2017010446 Medical - Stro e WCSOP17003922 911 Made bN, ZUERCMER Page 10 of 23 Medical - Unconscious - Fainting Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/27/17 14:55 Medical - Unconscious - 2017015005 Medical - Unconscious - Fainting WCSOP17005669 Phone Fainting MV — Hit & Run WCSOP17003590 WCSOP17003860 Medical - Unknown Total: 2 MV — Hit & Run 2017010783 MV Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/07/17 10:51 Medical - Un nown 2017009732 Medical - Un nown WCSOP17003649 Phone 02/17/17 00:02 Medical - Un nown 2017012267 Medical - Un nown WCSOP17004593 911 Missing Person Total: 1 — Hit & Run WCSOP17004445 gency `ssist 02/21/17 20:20 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/05/17 12:09 Missing Person 2017009260 Missing Person WCSOP17003494 Phone Motorist Aid Total: 1 MV — Hit & Run WCSOP17005516 911 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/15/17 00:27 Motorist `id 2017011703 2017012341 Initial Call Officer MVA - Hit & Run Total: 6 Incident Start Date/Time Initial Call Initial Call CFS # Final Incident Case Number How Reported 02/06/17 15:41 MV — Hit & Run 2017009542 MV — Hit & Run WCSOP17003590 WCSOP17003860 02/11/17 14:00 MV — Hit & Run 2017010783 MV — Hit & Run WCSOP17004060 2017010519 02/15/17 00:24 MV — Hit & Run 2017011702 MV — Hit & Run WCSOP17004372 02/12/17 14:31 02/15/17 17:17 MV — Hit & Run 2017011910 MV — Hit & Run WCSOP17004445 gency `ssist 02/21/17 20:20 MV — Hit & Run 2017013547 MV — Hit & Run WCSOP17005116 911 02/25/17 21:52 MV — Hit & Run 2017014629 MV — Hit & Run WCSOP17005516 911 MVA - Injuries Total: 1 MV `- No Injuries 2017012158 MV `- No Injuries WCSOP17004547 02/17/17 09:45 Incident Start Date/Time 2017012341 Initial Call CFS # Final Incident Case Number How Reported 02/13/17 14:44 MV - Injuries 2017011283 MV — Injuries WCSOP17004238 MV `- No Injuries MVA - No Injuries Total: 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/08/17 14:50 MV - No Injuries 2017010022 MV `- No Injuries WCSOSR017003764 02/09/17 13:33 MV — No Injuries 2017010256 MV ` No Injuries WCSOP17003860 02/09/17 21:09 MV — No Injuries 2017010370 MV ` No Injuries WCSOP17003902 02/10/17 15:11 MV — No Injuries 2017010519 MV ` No Injuries WCSOSR017003952 02/12/17 12:36 MV — No Injuries 2017011031 MV No Injuries WCSOP17004138 02/12/17 14:31 MV — No Injuries 2017011052 MV No Injuries WCSOP17004149 02/13/17 16:19 MV — No Injuries 2017011313 gency `ssist WCSOP17004252 02/13/17 17:42 MV - No Injuries 2017011340 MV No Injuries WCSOP17004260 02/14/17 11:17 MV - No Injuries 2017011521 MV `- No Injuries WCSOP17004315 02/15/17 10:15 MV `- No Injuries 2017011786 MV `- No Injuries WCSOP17004402 02/16/17 16:03 MV `- No Injuries 2017012158 MV `- No Injuries WCSOP17004547 02/17/17 09:45 MV `- No Injuries 2017012341 MV `- Hit & Run WCSOP17004622 02/17/17 17:40 MV `- No Injuries 2017012479 MV `- Hit & Run WCSOP17004675 02/18/17 18:50 MV `- No Injuries 2017012766 MV `- No Injuries WCSOP17004787 02/20/17 18:25 MV `- No Injuries 2017013298 MV `- No Injuries WCSOP17004996 911 02/22/17 14:41 MV No Injuries 2017013715 MV No Injuries WCSOP17005179 02/22/17 16:06 MV ` No Injuries 2017013736 MV ` No Injuries WCSOP17005192 02/22/17 22:07 MV ` No Injuries 2017013831 MV ` No Injuries WCSOP17005216 02/25/17 14:46 MV ` No Injuries 2017014528 Made L ZUERCMER Page 11 of 23 Incident Start Date/Time Initial Call CFS # Final Incident 02/27/17 14:02 MV — No Injuries 2017014991 MV -No Injuries 02/27/17 14:47 MV — No Injuries 2017015004 MV -No Injuries 02/28/17 17:33 MV - No Injuries 2017015305 agency Issist 02/28/17 21:09 MV - No Injuries; gency 2017015352 -gency ssist 2017010142 -ssist WCSOP17003816 911 Neighborhood Dispute Total: 1 2017010627 Incident Start Date/Time Initial Call CFS # Final Incident 02/17/17 13:30 Neighborhood Dispute 2017012401 Neighborhood Dispute Noise Total: 7 Case Number How Reported WCSOSR017005662 WCSOP17005668 WCSOP17005784 WCSOP17005804 911 Case Number How Reported WCSOP17004641 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/04/17 22:37 Noise 2017009174 Noise WCSOP17003459 911 02/07/17 09:07 Noise 2017009711 Noise WCSOP17003643 CFS # 02/08/17 23:18 Noise 2017010142 Noise WCSOP17003816 911 02/10/17 22:12 Noise 2017010627 Noise WCSOP17004002 2017011916 02/17/17 23:10 Noise 2017012552 Noise WCSOP17004703 WCSOP17005098 02/23/1715:45 Noise 2017013994 Noise WCSOP17005286 911 02/23/17 23:33 Noise 2017014109 Noise WCSOP17005329 Off -Road Vehicle Complaint Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/19/17 12:35 Off -Road Vehicle 2017012950 Off -Road Vehicle Complaint WCSOP17004858 Phone Complaint Phone 02/17/17 13:23 Phone Call 2017012399 Parking Total: 4 Other 02/21/17 15:36 Phone Call Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/05/1713:55 Par ing 2017009275 Paring WCSOP17003498 02/07/1716:51 Par ing 2017009799 Paring WCSOP17003674 02/15/1717:40 Par ing 2017011916 Paring WCSOP17004448 02/21/1717:08 Par ing 2017013509 Paring WCSOP17005098 Phone Call Total: 5 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/11/17 12:08 Phone Call 2017010770 Phone Call WCSOP17004052 Phone 02/17/17 13:23 Phone Call 2017012399 Other 02/21/17 15:36 Phone Call 2017013470 Other 02/23/17 19:00 Phone Call 2017014050 Other 02/28/17 14:15 Phone Call 2017015260 POR Check Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/17/17 10:05 POR Chec 2017012346 Officer 02/17/17 10:22 POR Chec 2017012351 Officer Repossession Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/09/17 22:46 Repossession 2017010392 02/13/17 20:49 Repossession 2017011387 02/26/1716:43 Repossession 2017014783 Made L ZUERCMER Page 12 of 23 Residential Fire Alarm Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/03/17 14:42 Residential Fire larm 2017008813 Residential Fire larm WCSOP17003312 Phone 02/11/17 22:09 Residential Fire larm 2017010898 Residential Fire larm WCSOP17004091 Phone Residential General Alarm Total: 6 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/03/17 10:02 Residential General 4arm 2017008755 Residential General larm WCSOP17003283 Phone 02/06/17 07:46 Residential General 4arm 2017009454 Residential General •farm WCSOP17003559 Phone 02/09/17 16:19 Residential General 4arm 2017010292 Residential General •farm WCSOP17003878 Phone 02/09/17 19:29 Residential General 4arm 2017010348 Residential General larm WCSOP17003892 Phone 02/12/17 03:44 Residential General 4arm 2017010960 Residential General larm WCSOP17004114 Phone 02/28/17 09:12 Residential General 4arm 2017015185 Residential General larm WCSOP17005738 Phone Residential Medical Alarm Total: 2 •rea Watch 2017008464 02/02/17 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/14/17 10:37 Residential Medical larm 2017011503 Residential Medical •farm WCSOP17004310 Phone 02/25/17 02:59 Residential Medical larm 2017014434 Residential Medical •farm WCSOP17005430 Phone SIA Area Watch Total: 24 Incident Start Date/Time Initial Call CFS # 02/01/17 01:32 SI rea Watch 2017008207 02/01/17 01:43 SI rea Watch 2017008210 02/01/17 14:32 SI • •rea Watch 2017008324 02/01/17 16:01 SI • •rea Watch 2017008343 02/01/17 21:04 SI rea Watch 2017008418 02/02/17 00:57 SI rea Watch 2017008451 02/02/17 04:11 SI • •rea Watch 2017008464 02/02/17 14:35 SI •rea Watch 2017008559 02/03/17 01:03 SI rea Watch 2017008700 02/04/17 02:09 SI rea Watch 2017008962 02/05/17 04:38 SI rea Watch 2017009216 02/06/17 02:32 SI rea Watch 2017009428 02/06/17 21:26 SI rea Watch 2017009622 02/07/17 15:55 SI rea Watch 2017009783 02/07/17 17:27 SI rea Watch 2017009809 02/08/17 00:59 SI rea Watch 2017009891 02/08/17 01:35 SI rea Watch 2017009893 02/08/17 04:14 SI • •rea Watch 2017009898 02/08/17 14:06 SI rea Watch 2017010004 02/08/17 16:32 SI rea Watch 2017010048 02/09/17 00:41 SI rea Watch 2017010156 02/09/17 01:16 SI • •rea Watch 2017010161 02/13/17 00:40 SI • •rea Watch 2017011168 02/13/17 02:28 SI • •rea Watch 2017011179 Final Incident SIA Business Walk Through Total: 4 Incident Start Date/Time Initial Call CFS # Final Incident 02/05/17 01:14 SI Business Wal 2017009196 Through 02/12/17 02:02 SI Business Wal 2017010949 Through 02/19/17 01:43 SI Business Wal 2017012865 Through Made L ZUERCHER Case Number How Reported Case Number How Reported Page 13 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/26/17 02:02 SI Business Wal 2017014677 Through SIA Citizen Aid Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported GL i 9/ i 7-0"Z) 3i —Cii7 en •id 2017012871 Officer SIA Community Presentation Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/15/1712:40 SI Community 2017011816 Presentation SIA Other Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/04/1717:53 SI Other 2017009103 SIA Parks Total: 10 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/1701:57 SI Par s 2017008212 02/01/1713:29 SI Par s 2017008304 02/02/1714:49 SI Par s 2017008564 02/03/1712:24 SI Par s 2017008786 02/04/1711:38 SI Par s 2017009033 02/05/1715:33 SI Par s 2017009292 02/07/17 23:34 SI Par s 2017009876 02/12/17 05:25 SI Par s 2017010968 02/24/17 06:19 SI Par s 201 701 41 44 02/27/17 00:29 SI Par s 2017014876 Officer SIA School Check Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/11/1711:48 SI • School Chec 2017010763 Sign - Light Repair Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/21/17 07:44 Sign - Light Repair 2017013386 Phone 02/21/17 21:45 Sign - Light Repair 2017013565 Phone Snowbird Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/05/17 02:55 Snowbird 2017009208 Snowbird WCSOP17003472 02/06/17 02:43 Snowbird 2017009430 Snowbird WCSOP17003550 02/07/17 02:18 Snowbird 2017009661 Snowbird WCSOP17003629 Soliciting Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/03/1717:34 Soliciting 2017008859 Soliciting WCSOP17003333 911 Made by ZUERCHER Page 14 of 23 Stolen - Property Total: 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/23/17 17:08 Stolen - Property 2017014023 Stolen - Property WCSOP17005299 Phone Stolen - Vehicle Total: 1 Incident Start Date/Time Initial Call 02/08/17 10:40 Stolen - Vehicle CFS # Final Incident 2017009956 Stolen - Vehicle Case Number How Reported WCSOP17003729 Phone Stoparm Violation Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/02/17 08:04 Stoparm Violation 2017008484 Stoparm Violation WCSOP17003164 Other 02/13/17 11:32 Stoparm Violation 2017011248 Stoparm Violation WCSOP17004223 Other 02/24/17 15:22 Stoparm Violation 2017014274 Stoparm Violation WCSOP17005377 Other Suspicious - Circumstances Total: 28 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/02/17 17:52 Suspicious - 2017008620 Suspicious - Circumstances WCSOP17003231 Phone Circumstances 02/03/17 00:08 Suspicious - 2017008695 Criminal Damage to Property WCSOP17003256 911 Circumstances 02/06/17 09:21 Suspicious - 2017009479 Suspicious - Circumstances WCSOP17003566 Phone Circumstances 02/08/17 09:24 Suspicious - 2017009942 Suspicious - Circumstances WCSOP17003725 Phone Circumstances 02/08/17 12:45 Suspicious - 2017009986 Suspicious - Circumstances WCSOP17003753 Phone Circumstances 02/10/17 11:12 Suspicious - 2017010485 Suspicious - Circumstances WCSOP17003937 911 Circumstances 02/11/17 22:27 Suspicious - 2017010903 Chec Welfare WCSOP17004094 911 Circumstances 02/12/17 20:46 Suspicious - 2017011126 Suspicious - Circumstances WCSOP17004179 Phone Circumstances 02/13/17 07:56 Suspicious - 2017011209 Suspicious - Circumstances WCSOP17004210 Phone Circumstances 02/13/17 16:10 Suspicious - 2017011310 Suspicious - Circumstances WCSOP17004251 Phone Circumstances 02/14/17 12:56 Suspicious - 2017011549 Suspicious - Circumstances WCSOSR017004331 Circumstances 02/14/17 19:10 Suspicious - 2017011630 Suspicious - Circumstances WCSOP17004360 Phone Circumstances 02/17/17 23:46 Suspicious - 2017012563 Suspicious - Circumstances WCSOP17004706 Phone Circumstances 02/18/17 17:20 Suspicious - 2017012744 Suspicious - Circumstances WCSOP17004778 Phone Circumstances 02/18/17 20:41 Suspicious - 2017012799 Suspicious - Circumstances WCSOP17004797 911 Circumstances 02/19/17 12:41 Suspicious - 2017012954 Suspicious - Circumstances WCSOP17004862 Phone Circumstances 02/19/17 13:39 Suspicious - 2017012969 Suspicious - Circumstances WCSOP17004868 Phone Circumstances 02/20/17 03:46 Suspicious - 2017013132 Suspicious - Circumstances WCSOP17004935 Phone Circumstances 02/22/17 07:44 Suspicious - 2017013620 Suspicious - Circumstances WCSOP17005136 Phone Circumstances 02/23/17 07:50 Suspicious - 2017013886 Suspicious - Circumstances WCSOP17005234 Circumstances 02/23/17 17:44 Suspicious - 2017014030 Suspicious - Circumstances WCSOP17005304 Phone Circumstances Made by ZUERCMER Page 15 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/23/17 22:57 Suspicious - 201 701 41 03 Suspicious - Circumstances WCSOP17005326 Phone Circumstances 02/24/17 16:45 Suspicious - 2017014304 Suspicious - Circumstances WCSOP17005391 Phone Circumstances 02/24/17 19:17 Suspicious - 2017014346 Suspicious - Circumstances WCSOP17005404 Phone Circumstances 02/24/17 20:17 Suspicious - 2017014362 Civil Complaint WCSOP17005408 911 Circumstances 02/27/17 19:00 Suspicious - 2017015088 Suspicious - Circumstances WCSOP17005708 Phone Circumstances 02/28/17 10:33 Suspicious - 2017015209 Suspicious - Circumstances WCSOP17005747 Phone Circumstances 02/28/17 13:01 Suspicious - 2017015245 Suspicious - Circumstances WCSOP17005761 Phone Circumstances Suspicious - Person - Vehicle Total: 16 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 21:51 Suspicious - Person - 2017008429 Suspicious - Person - Vehicle WCSOP17003141 911 Vehicle 02/02/17 16:07 Suspicious - Person - 2017008583 Fraud - Chec s WCSOP17003211 Phone Vehicle; Theft - Shoplifting 02/05/17 08:08 Suspicious - Person - 2017009226 Suspicious - Person - Vehicle WCSOP17003478 Phone Vehicle 02/08/17 17:00 Suspicious - Person - 2017010063 Suspicious - Person - Vehicle WCSOP17003787 Vehicle 02/10/17 16:36 Suspicious - Person - 2017010547 Disorderly WCSOP17003968 911 Vehicle 02/15/17 23:49 Suspicious - Person - 2017012011 Suspicious - Person - Vehicle WCSOP17004484 Phone Vehicle 02/17/17 15:46 Suspicious - Person - 2017012445 Suspicious - Person - Vehicle WCSOP17004660 Phone Vehicle 02/17/17 19:15 Suspicious - Person - 2017012493 Suspicious - Person - Vehicle WCSOP17004681 Phone Vehicle 02/17/17 19:46 Suspicious - Person - 2017012499 Suspicious - Person - Vehicle WCSOP17004686 Phone Vehicle 02/19/17 00:11 Suspicious - Person - 2017012852 Suspicious - Person - Vehicle WCSOP17004816 Officer Vehicle 02/19/17 11:05 Suspicious - Person - 2017012931 Suspicious - Person - Vehicle WCSOP17004850 Phone Vehicle 02/19/17 13:38 Suspicious - Person - 2017012968 Suspicious - Person - Vehicle WCSOP17004867 Vehicle 02/20/17 14:20 Suspicious - Person - 2017013243 Suspicious - Person - Vehicle WCSOP17004975 Phone Vehicle 02/22/17 10:59 Suspicious - Person - 2017013667 Suspicious - Person - Vehicle WCSOP17005157 Phone Vehicle 02/22/17 22:54 Suspicious - Person - 2017013837 Suspicious - Person - Vehicle WCSOP17005218 Phone Vehicle 02/23/17 07:08 Suspicious - Person - 2017013879 Suspicious - Person - Vehicle WCSOP17005231 Phone Vehicle Theft Total: 9 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/02/1714:31 Theft 2017008556 Theft WCSOP17003201 Phone 02/03/1711:24 Theft 2017008774 Theft WCSOP17003291 Phone 02/06/1714:17 Theft 2017009527 Theft WCSOP17003585 Phone 02/13/17 09:35 Theft 2017011223 Theft WCSOP17004216 Phone 02/18/17 10:31 Theft 2017012649 Lost - Found Property WCSOP17004735 911 02/20/17 08:25 Theft 201 701 31 64 Theft WCSOP17004944 Phone 02/23/1715:53 Theft 2017013996 Theft WCSOP17005284 Phone 02/23/17 20:47 Theft 2017014079 Theft WCSOP17005320 Officer 02/25/1710:26 Theft 2017014473 Theft WCSOP17005447 Phone Made L ZUERCMER Page 16 of 23 Theft - From Vehicle Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident 02/02/17 12:31 Theft - From Vehicle 2017008529 Theft - From Vehicle 02/02/17 13:18 Theft - From Vehicle 2017008539 Theft - From Vehicle 02/04/17 18:02 Theft - From Vehicle 2017009109 Civil Complaint Theft - Gas Drive Off Total: 11 Incident Start Date/Time Initial Call 02/03/17 14:21 Theft - Gas Drive Off 02/06/17 17:24 Theft - Gas Drive Off 02/06/17 19:22 Theft - Gas Drive Off 02/15/17 07:29 Theft - Gas Drive Off 02/16/17 08:37 Theft - Gas Drive Off 02/19/17 07:48 Theft - Gas Drive Off 02/19/17 14:30 Theft - Gas Drive Off 02/19/17 18:35 Theft - Gas Drive Off 02/23/17 07:59 Theft - Gas Drive Off 02/23/17 19:48 Theft - Gas Drive Off 02/27/17 11:50 Theft - Gas Drive Off Theft - Shoplifting Total: 4 Incident Start Date/Time Initial Call 02/04/17 17:50 Theft - Shoplifting; 02/03/17 14:51 Juvenile - Complaint 02/06/17 04:00 Theft - Shoplifting 02/09/17 14:00 Theft - Shoplifting 02/14/17 17:40 Theft - Shoplifting Threats Total: 3 Incident Start Date/Time Initial Call 02/01/1712:18 Threats 02/14/1719:48 Threats 02/16/1716:59 Threats Traffic - Complaint Total: 25 Incident Start Date/Time Initial Call 02/03/17 00:30 Traffic - Complaint 02/03/17 14:51 Traffic - Complaint 02/04/17 14:05 Traffic - Complaint 02/08/17 18:47 Traffic - Complaint 02/10/17 11:58 Traffic - Complaint 02/10/17 13:46 Traffic - Complaint 02/10/17 22:59 Traffic - Complaint 02/10/17 23:02 Traffic - Complaint 02/11/17 16:21 Traffic - Complaint 02/13/17 11:40 Traffic - Complaint 02/15/17 10:47 Traffic - Complaint 02/15/17 15:11 Traffic - Complaint; 2017011751 *gency Assist 02/17/17 15:34 Traffic - Complaint 02/17/17 22:59 Traffic - Complaint 02/18/17 17:29 Traffic - Complaint 02/18/17 19:29 Traffic - Complaint 02/19/17 12:54 Traffic - Complaint ZUERCHER 911 Case Number WCSOP17003183 WCSOP17003189 WCSOP17003437 How Reported Phone Phone Phone CFS # Final Incident Case Number Case Number How Reported 2017008806 Theft - Gas Drive Off WCSOP17003309 911 2017009570 Theft - Gas Drive Off WCSOP17003602 911 2017009598 Theft - Gas Drive Off WCSOP17003610 911 2017011751 Theft - Gas Drive Off WCSOP17004385 911 2017012056 Theft - Gas Drive Off WCSOP17004505 911 2017012897 Theft - Gas Drive Off WCSOP17004836 911 2017012984 Theft - Gas Drive Off WCSOP17004877 911 2017013039 Theft - Gas Drive Off WCSOP17004906 911 2017013888 Theft - Gas Drive Off WCSOP17005236 911 2017014063 Theft - Gas Drive Off WCSOP17005317 911 2017014961 Theft - Gas Drive Off WCSOP17005651 911 CFS # Final Incident Case Number How Reported 2017009102 Juvenile - Complaint WCSOP17003433 Phone 2017009434 Theft - Shoplifting WCSOP17003552 Phone 2017010261 Theft - Shoplifting WCSOP17003862 911 2017011612 Theft - Shoplifting WCSOP17004354 Phone CFS # Final Incident Case Number How Reported 2017008285 Threats WCSOP17003088 Phone 2017011640 Threats WCSOP17004363 Phone 2017012169 Threats WCSOP17004551 Phone CFS # Final Incident Case Number How Reported 2017008698 Traffic - Complaint WCSOP17003257 Phone 2017008814 Traffic - Complaint WCSOP17003314 Phone 2017009062 Traffic - Complaint WCSOP17003417 Phone 2017010092 Traffic - Complaint WCSOP17003798 911 2017010490 Traffic - Complaint WCSOP17003940 911 2017010506 Traffic - Complaint WCSOP17003946 Phone 2017010644 Traffic - Complaint WCSOP17004012 911 2017010648 Phone 2017010809 Traffic - Complaint WCSOP17004070 Phone 2017011250 Traffic - Complaint WCSOP17004225 Phone 2017011791 Phone 2017011865 Traffic - Complaint WCSOP17004431 Phone 2017012441 Traffic - Complaint WCSOP17004657 Phone 2017012551 Traffic - Complaint WCSOP17004701 911 2017012746 Traffic - Complaint WCSOP17004780 Phone 2017012780 Traffic - Complaint WCSOP17004791 Phone 2017012958 Traffic - Complaint WCSOP17004864 Phone Page 17 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/19/17 14:34 Traffic - Complaint 2017012986 Traffic - Complaint WCSOP17004880 Phone 02/21/17 12:02 Traffic - Complaint 2017013425 Par ing WCSOP17005051 Phone 02/23/17 19:52 Traffic - Complaint 2017014065 Traffic - Complaint WCSOP17005314 Phone 02/24/17 15:03 Traffic - Complaint 2017014267 Motorist 'id WCSOP17005373 Phone 02/24/17 17:05 Traffic - Complaint 201 701 431 0 Traffic - Complaint WCSOP17005395 911 02/24/17 22:11 Traffic - Complaint 2017014383 Traffic - Complaint WCSOP17005416 Phone 02/25/17 17:26 Traffic - Complaint 2017014567 Traffic - Complaint WCSOP17005486 Phone 02/25/17 20:26 Traffic - Complaint 2017014609 Traffic - Complaint WCSOP17005507 Phone Traffic- Hazard Total: 3 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 62/V2/17 i6. i4 '11 dffic - ria aiu zo I 70065 T,dfitt.---tt`d and WCSOP17003212 Phone 6Z/02/17 17.5-1 Tiafllc - I -la at Z61T66166ZZ T dfit---tt'd and WCSOP17003233 Phone 0L/ur/ 17 16.36 Tiaflic - I -la at ZG T66JbG6 Tidfit---tt`d and WCSOP17003676 Phone Traffic Stop Total: 237 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 05:07 Traffic Stop 2017008225 Officer 02/01/17 05:13 Traffic Stop 2017008226 Officer 02/01/17 05:27 Traffic Stop 2017008228 Officer 02/01/17 10:08 Traffic Stop 2017008267 Traffic Stop WCSOP17003078 Officer 02/01/17 11:01 Traffic Stop 2017008277 Officer 02/01/17 12:55 Traffic Stop 2017008290 Officer 02/01/17 16:52 Traffic Stop 2017008363 Officer 02/01/17 21:22 Traffic Stop 2017008423 Officer 02/02/17 00:30 Traffic Stop 2017008449 Officer 02/02/17 01:03 Traffic Stop 2017008452 Traffic Stop WCSOP17003153 Officer 02/02/17 01:32 Traffic Stop 2017008456 Officer 02/02/17 14:48 Traffic Stop 2017008563 Traffic Stop WCSOP17003205 Officer 02/02/17 15:38 Traffic Stop 2017008572 Officer 02/02/17 16:01 Traffic Stop 2017008579 Officer 02/03/17 07:55 Traffic Stop 2017008736 Officer 02/03/17 15:03 Traffic Stop 2017008818 Officer 02/04/17 01:25 Traffic Stop 2017008954 Officer 02/04/17 02:25 Traffic Stop 2017008966 Traffic Stop WCSOP17003375 Officer 02/04/17 02:53 Traffic Stop 2017008968 Traffic Stop WCSOP17003377 Officer 02/04/17 03:18 Traffic Stop 2017008970 Warrant - 'rrest WCSOP17003380 Officer 02/04/17 11:56 Traffic Stop 2017009036 Officer 02/04/17 15:05 Traffic Stop 2017009072 Officer 02/04/17 15:22 Traffic Stop 2017009075 Officer 02/04/17 16:03 Traffic Stop 2017009080 Traffic Stop WCSOP17003424 Officer 02/04/17 16:54 Traffic Stop 2017009091 Traffic Stop WCSOP17003430 Officer 02/04/17 17:47 Traffic Stop 2017009101 Officer 02/04/17 21:12 Traffic Stop 2017009149 Officer 02/05/17 01:57 Traffic Stop 2017009202 Warrant - 'rrest WCSOP17003470 Officer 02/05/17 02:13 Traffic Stop 2017009205 Officer 02/05/17 02:32 Traffic Stop 2017009206 Officer 02/05/17 15:12 Traffic Stop 2017009286 Officer 02/05/17 15:42 Traffic Stop 2017009295 Traffic Stop WCSOP17003508 Officer 02/05/17 15:49 Traffic Stop 2017009297 Officer 02/06/17 00:05 Traffic Stop 2017009407 Traffic Stop WCSOP17003544 Officer 02/06/17 00:58 Traffic Stop 2017009410 Traffic Stop WCSOP17003545 Officer 02/06/17 01:18 Traffic Stop 2017009411 Officer 02/06/17 07:07 Traffic Stop 2017009449 Officer 02/06/17 08:32 Traffic Stop 2017009466 Traffic Stop WCSOP17003561 Officer 02/06/17 11:39 Traffic Stop 2017009497 Officer 02/06/17 15:43 Traffic Stop 2017009544 Officer 02/06/17 18:21 Traffic Stop 2017009585 Officer 02/06/17 22:07 Traffic Stop 2017009634 Officer ZU=RCHER Page 18 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/07/17 01:35 Traffic Stop 2017009658 Officer 02/07/17 02:46 Traffic Stop 2017009665 Officer 02/07/17 10:16 Traffic Stop ; Drugs 2017009727 Drugs WCSOP17003648 Officer 02/07/17 14:34 Traffic Stop 2017009770 Officer 02/07/17 16:35 Traffic Stop 2017009795 Officer 02/07/17 19:48 Traffic Stop 2017009837 Officer 02/07/17 23:49 Traffic Stop 2017009878 Officer 02/08/17 00:29 Traffic Stop 2017009886 Traffic Stop WCSOP17003710 Officer 02/08/17 07:46 Traffic Stop 2017009921 Officer 02/08/17 14:17 Traffic Stop 2017010009 Traffic Stop WCSOP17003759 Officer 02/08/17 16:23 Traffic Stop 2017010046 Traffic Stop WCSOP17003779 Officer 02/08/17 19:23 Traffic Stop 2017010097 Officer 02/08/17 23:44 Traffic Stop 2017010147 Officer 02/08/17 23:50 Traffic Stop 2017010148 Officer 02/09/17 00:17 Traffic Stop 2017010153 Officer 02/09/17 06:38 Traffic Stop 2017010180 Officer 02/09/17 07:19 Traffic Stop 2017010184 Officer 02/09/17 11:18 Traffic Stop 2017010231 Officer 02/09/17 12:47 Traffic Stop 2017010249 Traffic Stop WCSOP17003857 Officer 02/09/17 16:51 Traffic Stop 2017010302 Officer 02/09/17 17:10 Traffic Stop 2017010309 Traffic Stop WCSOP17003880 Officer 02/09/17 19:24 Traffic Stop 2017010346 Officer 02/09/17 22:32 Traffic Stop 2017010390 Traffic Stop WCSOP17003907 Officer 02/10/17 02:21 Traffic Stop 2017010419 Officer 02/10/17 15:57 Traffic Stop 2017010530 Traffic Stop WCSOP17003958 Officer 02/10/17 18:43 Traffic Stop 2017010585 Officer 02/10/17 21:18 Traffic Stop 2017010616 Officer 02/10/17 22:37 Traffic Stop 2017010633 Officer 02/10/17 23:01 Traffic Stop 2017010646 Officer 02/10/17 23:15 Traffic Stop 2017010651 Officer 02/10/17 23:24 Traffic Stop 2017010653 Officer 02/10/17 23:28 Traffic Stop 2017010654 Officer 02/11/17 00:56 Traffic Stop 2017010678 Officer 02/11/17 02:13 Traffic Stop 2017010696 Officer 02/11/17 02:24 Traffic Stop 2017010698 Drugs WCSOP17004030 Officer 02/11/17 05:08 Traffic Stop 2017010703 Traffic Stop WCSOP17004031 Officer 02/11/17 06:23 Traffic Stop 2017010706 Officer 02/11/17 07:42 Traffic Stop 201 701 071 3 Officer 02/11/17 07:50 Traffic Stop 201 701 071 5 Officer 02/11/17 10:16 Traffic Stop 2017010737 Officer 02/11/17 10:37 Traffic Stop 2017010747 Officer 02/11/17 11:44 Traffic Stop 2017010762 Officer 02/11/17 17:39 Traffic Stop 2017010823 Officer 02/11/17 20:37 Traffic Stop 2017010870 Officer 02/12/17 01:38 Traffic Stop 2017010945 Traffic Stop WCSOP17004106 Officer 02/12/17 08:23 Traffic Stop 2017010981 Officer 02/12/17 09:37 Traffic Stop 2017010994 Traffic Stop WCSOP17004125 Officer 02/12/17 11:00 Traffic Stop 2017011009 Officer 02/12/17 11:30 Traffic Stop 2017011018 Officer 02/12/17 12:57 Traffic Stop 2017011035 Traffic Stop WCSOP17004141 Officer 02/12/17 15:29 Traffic Stop 2017011061 Officer 02/12/17 16:45 Traffic Stop 2017011079 Officer 02/12/17 23:02 Traffic Stop 2017011150 Officer 02/12/17 23:27 Traffic Stop 2017011154 Officer 02/13/17 00:19 Traffic Stop 2017011164 Officer 02/13/17 01:28 Traffic Stop 2017011174 Traffic Stop WCSOP17004191 Officer 02/13/17 01:51 Traffic Stop 2017011176 Traffic Stop WCSOP17004193 Officer 02/13/17 16:18 Traffic Stop 2017011312 Officer 02/13/17 16:30 Traffic Stop 2017011315 Officer 02/13/17 16:47 Traffic Stop 2017011322 Officer 02/13/17 19:17 Traffic Stop 2017011368 Traffic Stop WCSOP17004276 Officer 02/13/17 19:50 Traffic Stop 2017011373 Officer Made by ZVERIC -ER Page 19 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/14/17 15:02 Traffic Stop 2017011578 Officer 02/14/17 23:29 Traffic Stop 2017011691 Traffic Stop WCSOP17004369 Officer 02/15/17 01:01 Traffic Stop 2017011710 Traffic Stop WCSOP17004375 Officer 02/15/17 08:47 Traffic Stop 2017011764 Officer 02/15/17 08:59 Traffic Stop 2017011768 Traffic Stop WCSOP17004393 Officer 02/15/17 12:00 Traffic Stop 2017011809 Officer 02/15/17 12:19 Traffic Stop 2017011813 Officer 02/15/17 15:53 Traffic Stop 2017011878 Officer 02/15/17 17:12 Traffic Stop 2017011905 Officer 02/15/17 22:04 Traffic Stop 2017011993 Officer 02/16/17 06:55 Traffic Stop 2017012038 Officer 02/16/17 11:06 Traffic Stop 2017012089 Traffic Stop WCSOP17004515 Officer 02/16/17 14:51 Traffic Stop 2017012140 Officer 02/16/17 17:56 Traffic Stop 2017012187 Officer 02/16/17 18:02 Traffic Stop 2017012191 Officer 02/16/17 18:18 Traffic Stop 2017012196 Officer 02/16/17 23:52 Traffic Stop 2017012265 Officer 02/17/17 06:15 Traffic Stop 2017012297 Officer 02/17/17 07:25 Traffic Stop 2017012306 Officer 02/17/17 12:33 Traffic Stop 2017012383 Officer 02/17/17 13:21 Traffic Stop 2017012398 Officer 02/17/17 19:59 Traffic Stop 2017012500 Officer 02/17/17 22:11 Traffic Stop 2017012537 Officer 02/18/17 00:08 Traffic Stop 2017012576 Officer 02/18/17 01:29 Traffic Stop 2017012592 Drugs WCSOP17004714 Officer 02/18/17 01:53 Traffic Stop 2017012596 Officer 02/18/17 02:21 Traffic Stop 2017012599 Officer 02/18/17 05:51 Traffic Stop 2017012614 Officer 02/18/17 12:47 Traffic Stop 2017012678 Theft WCSOP17004751 Officer 02/18/17 14:05 Traffic Stop 2017012694 Officer 02/18/17 15:16 Traffic Stop 2017012706 Officer 02/18/17 15:19 Traffic Stop 2017012709 Officer 02/18/17 16:45 Traffic Stop 2017012729 Officer 02/18/17 16:45 Traffic Stop 2017012730 Traffic Stop WCSOP17004776 Officer 02/18/17 16:58 Traffic Stop 2017012736 Traffic Stop WCSOP17004777 Officer 02/18/17 19:47 Traffic Stop 2017012787 Officer 02/18/17 22:34 Traffic Stop 2017012827 Officer 02/19/17 00:52 Traffic Stop 2017012857 Drugs WCSOP17004820 Officer 02/19/17 01:25 Traffic Stop 2017012863 Traffic Stop WCSOP17004823 Officer 02/19/17 02:17 Traffic Stop 2017012872 Officer 02/19/17 02:32 Traffic Stop 2017012875 Traffic Stop WCSOP17004826 Officer 02/19/17 03:00 Traffic Stop 2017012879 Traffic Stop WCSOP17004827 Officer 02/19/17 13:16 Traffic Stop 2017012963 Traffic Stop WCSOP17004866 Officer 02/19/17 17:32 Traffic Stop 2017013022 Traffic Stop WCSOP17004901 Officer 02/19/17 21:02 Traffic Stop 2017013070 Officer 02/19/17 21:22 Traffic Stop 2017013075 Officer 02/19/17 22:01 Traffic Stop 2017013089 Traffic Stop WCSOP17004920 Officer 02/20/17 00:06 Traffic Stop 2017013110 Traffic Stop WCSOP17004931 Officer 02/20/17 00:14 Traffic Stop 2017013114 Officer 02/20/17 00:32 Traffic Stop 2017013116 Officer 02/20/17 00:48 Traffic Stop 2017013118 Officer 02/20/17 00:50 Traffic Stop 2017013119 Officer 02/20/17 01:38 Traffic Stop 2017013128 Officer 02/20/17 01:46 Traffic Stop 2017013129 Officer 02/20/17 07:35 Traffic Stop 2017013148 Officer 02/20/17 09:35 Traffic Stop 2017013183 Traffic Stop WCSOP17004954 Officer 02/20/17 10:52 Traffic Stop 2017013198 Traffic Stop WCSOP17004964 Officer 02/20/17 10:54 Traffic Stop 2017013200 Officer 02/20/17 12:21 Traffic Stop 2017013213 Officer 02/20/17 13:49 Traffic Stop 2017013238 Officer 02/20/17 23:06 Traffic Stop 2017013342 Officer 02/20/17 23:35 Traffic Stop 2017013344 Officer Made by ZVERIC ER Page 20 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/21/17 01:07 Traffic Stop 2017013352 Officer 02/21/17 01:14 Traffic Stop 2017013353 Officer 02/21/17 03:02 Traffic Stop 2017013362 Officer 02/21/17 03:08 Traffic Stop 2017013364 Officer 02/21/17 07:37 Traffic Stop 2017013385 Officer 02/21/17 08:38 Traffic Stop 2017013398 Officer 02/21/17 17:33 Traffic Stop 2017013516 Traffic Stop WCSOP17005101 Officer 02/21/17 17:48 Traffic Stop 2017013519 Officer 02/22/17 00:22 Traffic Stop 2017013586 Traffic Stop WCSOP17005129 Officer 02/22/17 14:24 Traffic Stop 2017013709 Officer 02/22/17 14:58 Traffic Stop 2017013721 Traffic Stop WCSOP17005184 Officer 02/22/17 15:37 Traffic Stop 2017013730 Officer 02/22/17 23:50 Traffic Stop 2017013847 Officer 02/22/17 23:58 Traffic Stop 2017013849 Traffic Stop WCSOP17005221 Officer 02/23/17 00:03 Traffic Stop 2017013851 Officer 02/23/17 00:17 Traffic Stop 2017013854 Officer 02/23/17 01:30 Traffic Stop 2017013859 Traffic Stop WCSOP17005222 Officer 02/23/17 10:52 Traffic Stop 2017013919 Traffic Stop WCSOP17005254 Officer 02/23/17 11:43 Traffic Stop 2017013932 Officer 02/23/17 12:03 Traffic Stop 2017013936 Officer 02/23/17 17:32 Traffic Stop 2017014028 Officer 02/24/17 00:01 Traffic Stop 2017014116 Officer 02/24/17 00:12 Traffic Stop 2017014119 Officer 02/24/17 05:55 Traffic Stop 2017014141 Officer 02/24/17 11:00 Traffic Stop 2017014199 Traffic Stop WCSOP17005350 Officer 02/24/17 14:33 Traffic Stop 2017014259 Traffic Stop WCSOP17005371 Officer 02/24/17 16:03 Traffic Stop 2017014286 Traffic Stop WCSOP17005383 Officer 02/24/17 23:48 Traffic Stop 2017014401 Officer 02/25/17 00:06 Traffic Stop 2017014406 Officer 02/25/17 00:19 Traffic Stop 2017014409 Officer 02/25/17 01:04 Traffic Stop 2017014419 Officer 02/25/17 01:42 Traffic Stop 2017014426 Traffic Stop WCSOP17005427 Officer 02/25/17 07:44 Traffic Stop 2017014455 Officer 02/25/17 11:01 Traffic Stop 2017014482 Officer 02/25/17 13:00 Traffic Stop 2017014504 Officer 02/25/17 13:10 Traffic Stop 2017014506 Officer 02/25/17 16:11 Traffic Stop 2017014554 Officer 02/25/17 18:31 Traffic Stop 2017014577 Officer 02/25/17 21:29 Traffic Stop 2017014621 Officer 02/25/17 22:27 Traffic Stop 2017014639 Traffic Stop WCSOP17005524 Officer 02/25/17 22:51 Traffic Stop 2017014648 Officer 02/25/17 23:04 Traffic Stop 2017014652 Officer 02/26/17 00:12 Traffic Stop 2017014666 Officer 02/26/17 02:56 Traffic Stop 2017014682 Officer 02/26/17 03:06 Traffic Stop 2017014683 Officer 02/26/17 07:37 Traffic Stop 2017014700 Drugs WCSOP17005543 Officer 02/26/17 15:20 Traffic Stop 2017014765 Officer 02/26/17 15:51 Traffic Stop 2017014774 Officer 02/26/17 16:45 Traffic Stop 2017014784 Traffic Stop WCSOP17005585 Officer 02/26/17 17:05 Traffic Stop 2017014790 Officer 02/26/17 17:32 Traffic Stop 2017014800 Officer 02/26/17 18:19 Traffic Stop 201 701 481 0 Officer 02/26/17 18:34 Traffic Stop 201 701 481 2 Officer 02/26/17 22:32 Traffic Stop 2017014863 Officer 02/26/17 23:36 Traffic Stop 2017014871 Officer 02/27/17 00:18 Traffic Stop 2017014874 Officer 02/27/17 00:53 Traffic Stop 2017014880 Officer 02/27/17 04:39 Traffic Stop 2017014893 Officer 02/27/17 13:42 Traffic Stop 2017014988 Officer 02/27/17 22:37 Traffic Stop 2017015133 Officer 02/27/17 23:44 Traffic Stop 2017015144 Officer 02/27/17 23:56 Traffic Stop 2017015148 Court Order Violation WCSOP17005720 Officer Made by ZVERC ER Page 21 of 23 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/28/17 02:01 Traffic Stop 2017015158 Officer 02/28/17 12:09 Traffic Stop 2017015237 Officer 02/28/17 13:38 Traffic Stop 2017015252 Officer 02/28/17 20:40 Traffic Stop 2017015345 Traffic Stop WCSOP17005802 Officer 02/28/17 21:17 Traffic Stop 2017015353 Officer 02/28/17 22:28 Traffic Stop 2017015361 Officer 02/28/17 22:40 Traffic Stop 2017015363 Officer 02/28/17 22:55 Traffic Stop 2017015367 Officer 02/28/17 23:54 Traffic Stop 2017015376 Officer Transport Total: 1 Trespass 2017010345 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/28/1715:14 Transport 2017015275 2017010518 Trespass Total: 6 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 16:53 Trespass 2017008364 Civil Complaint WCSOP17003113 Phone 02/02/17 16:23 Trespass 2017008591 Residential Burglary WCSOP17003213 Phone 02/04/1713:43 Trespass 2017009053 Trespass WCSOP17003413 Phone 02/08/1710:58 Trespass 2017009962 Trespass WCSOP17003732 Phone 02/09/1719:22 Trespass 2017010345 Trespass WCSOP17003891 911 02/10/1715:08 Trespass 2017010518 Trespass WCSOP17003950 Phone Unwanted Person Total: 10 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/01/17 00:08 Unwanted Person 2017008194 Lost - Found Property WCSOP17003058 Phone 02/04/17 05:02 Unwanted Person 2017008975 Juvenile - Party WCSOP17003382 Phone 02/08/17 16:47 Unwanted Person 2017010057 Unwanted Person WCSOP17003784 911 02/09/17 11:55 Unwanted Person 2017010239 Unwanted Person WCSOP17003852 Phone 02/12/17 23:54 Unwanted Person 2017011161 Unwanted Person WCSOP17004190 Phone 02/16/17 12:08 Unwanted Person 2017012109 Unwanted Person WCSOP17004523 Phone 02/16/17 18:21 Unwanted Person 2017012199 Unwanted Person WCSOP17004559 Phone 02/16/17 19:56 Unwanted Person 2017012221 Unwanted Person WCSOP17004570 Phone 02/21/17 13:54 Unwanted Person 2017013447 Unwanted Person WCSOP17005066 Phone 02/27/17 11:04 Unwanted Person 2017014951 Unwanted Person WCSOP17005648 Phone Warrant - Arrest Total: 2 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/21/17 02:22 Warrant - Irrest 2017013360 Warrant - Irrest WCSOP17005023 Officer 02/27/17 01:47 Warrant - Irrest 2017014882 Warrant - Irrest WCSOP17005616 Officer Warrant - Attempt Total: 9 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 02/11/1716:58 Warrant- Ittempt 2017010816 Officer 02/13/17 23:56 Warrant - Ittempt 2017011420 Warrant - Ittempt WCSOP17004290 Officer 02/16/17 00:49 Warrant - Ittempt 2017012016 Warrant - Ittempt WCSOP17004495 Officer 02/16/17 10:35 Warrant - Ittempt 2017012081 Officer 02/17/17 01:26 Warrant - Ittempt 2017012281 Warrant - Ittempt WCSOP17004599 Officer 02/22/17 13:34 Warrant - Ittempt 2017013695 02/26/17 00:25 Warrant - Ittempt 2017014667 Warrant - Irrest WCSOP17005531 Officer 02/27/17 18:25 Warrant - Ittempt 2017015075 Officer 02/28/17 11:06 Warrant - Ktempt 2017015222 Officer Made bN' ZUERCMER Page 22 of 23 Total Records: 821 Made by ZVERC ER Page 23 of 23