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Parks and Recreation Commission Agenda Packet 09-28-2017Park Commission Agenda: 09/28/2017 AGENDA REGULAR PARKS & RECREATION COMMISSION MEETING September 28, 2017 — 9:15 A.M Monticello Public Works Office "To enhance communitypride through developing and maintaining city parks with a high standard of quality." 1. Call to Order. 2. Approve Minutes of Regular Parks Commission Meeting from July 27, 2017. 3. Consideration of adding items to the agenda. 4. Citizen's requests and comments. 5. Motion to accept Lions splash pad partnership for Pioneer Park. 6. Motion to approve Featherstone Park improvements for 2018. 7. General park updates. a. Sunset Ponds basketball court. b. Rolling Woods Park redevelopment. c. Budget process. 8. Discussion of added items. 9. The next regular meeting falls is scheduled for November 30, 2017. 10. Motion to adjourn. 1 IDIRAF-f PARKS COMMISSION MINUTES I JULY 27, 2017 MINUTES PARKS & RECREATION COMMISSION MEETING THURSDAY JULY 279 2017 - 9:15 A.M. "To enhance community pride through developing and maintaining City parks with a high standard of quality. " Members Present: Larry Nolan, Nancy McCaffrey, Jack Gregor, Bill Fair, Tim Stalpes, Karen Vetsch Members Absent: Brian Stoll Others Present: Lisa Durant Staff Present: Tom Pawelk, Beth Green, Ann Mosack, Angela Schumann 1. Call to Order. Chair Larry Nolan called the meeting to order at 9:15 a.m. and declared a quorum present. 2. Approve Minutes of Regular Parks Commission Meeting Mav 25, 2017. NANCY MCCAFFREY MOVED TO APPROVE MINUTES OF THE MAY 25, 2017 REGULAR PARKS COMMISSION MEETING. MOTION SECONDED BY TIM STALPES. MOTION CARRIED UNANIMOUSLY, 5-0. 3. Consideration of adding items to the agenda. A. Replat/Preliminary Plat, Featherstone Yd (review and discuss). B. Replat/Preliminary Plat, Autumn Ridge 4th (review and discuss). NANCY MCCAFFREY MOVED TO APPROVE THE AGENDA WITH THE ADDED ITEMS. MOTION SECONDED BY TIM STALPES. MOTION CARRIED UNANIMOUSLY, 5-0. 4. Citizens requests and comments. Tom Pawelk said he had several positive comments on the new shelter at Ellison Park during Riverfest activities and comments that the parks look good and clean. Bill Fair said he has heard good comments about the new musical instruments at West Bridge Park. Pawelk noted that he has an additional musical unit in the budget for next year. Nancy McCaffrey said that she was working with the East Bridge Gardeners, just finishing up and taking photos when a family drove into the park at random. They had been driving on the freeway from Texas and their baby was crying so they just exited at Page 1 of 5 PARKS COMMISSION MINUTES I JULY 27, 2017 Monticello and stopped at the park. They commented on how much they loved the park and how beautiful it was with the flower gardens and the Mississippi River. 5. Introduction, interview and motion to approve Lisa Durant, an applicant for the Parks & Recreation Commission. Lisa Durant introduced herself to the Commission. She moved to Monticello in April and she said she already loves Monticello as it is a great city with a lot to do. She is a mother of two and has an 8 -year old granddaughter who loves visiting the parks with her. She said she is eager to learn and get involved in the community and the parks. TIM STALPES MOVED TO RECOMMEND LISA DURANT TO THE PARKS & RECREATION COMMISSION FOR A TWO-YEAR TERM THRU DECEMBER 2018. MOTION SECONDED BY NANCY MCCAFFREY. MOTION CARRIED UNANIMOUSLY, 5-0. 6. Update on Downtown Small Area Studv. Angela Schumann said that there was a joint workshop and public open house at West Bridge Park on May 31St to review the plan with the EDA and Planning Commission. There were some concerns expressed about the plan and specifically about parking and there was good discussion on how to revise the plan to include parking and phasing in of the parking. They are now planning an implementation workshop and continued Steering Committee involvement. Schumann explained that in order to make a downtown successful and sustainable, you need people so housing is an important part that needs to be drafted into the plan. The revised draft will be available late next week. The plan will show the long- term plan for growth and it will go the Planning Commission and then onto the City Council for review and approval. With the downtown plan looking at Walnut Street becoming the core pedestrian area, it has been noted that there is an open lot (city -owned) on the east side of Walnut Street near Wells Fargo. With the Lions Club expressing interest in funding a splash pad, that lot may be a good location. Pawelk said that he is getting numbers and working with the city of Otsego to see their plans & specs from their splash pad (which is similar to the existing city lot size). This would help offset costs so Monticello wouldn't have the expense of recreating the wheel. If the City Council is on board to support the project, the Lions Club is willing to commit $150,000 over the next three years in equal installments and would like to see the splash pad implemented next year. 7. Update on Park Partnership Policv and Program. The subcommittee held their first meeting on Monday to discuss outlining a draft policy for park partnerships. The group will work on coming up with a more specific donation framework outlining partnership opportunities with tiered cost levels and detailed partnership benefits for each level. The group will meet again in August to continue Page 2 of 5 PARKS COMMISSION MINUTES I JULY 27, 2017 working on the policy outline and it will be brought to the Parks Commission for review before it goes to the City Council. 8. Update on Ellison House Studv Group. Ann Mosack said the first meeting for the Ellison House Study Group was held on July 20th. The group met to discuss goals to determine potential uses of the property and the costs. A meeting schedule was set for the third Thursday each month at 7 a.m. at City Hall. Tom Pawelk said he is going to inventory and track the belongings within the house. WSB is doing an environmental study of potential hazards in the home. 9. 2018 Proposed Annual Parks Budget. Tom Pawelk reviewed the Parks Budget and CIP Budget for 2018. 10. MCC pool construction update. Resurfacing the pool and rebuilding the play structure projects were approved by City Council on June 26th. Ann Mosack said that she has contracted with Recreation by Lemmie Jones to remove the old structure and build a new aquatic play structure. This will be a custom-built structure and will take approximately two weeks for building/ installation. Following the installation of the play structure, Northern Pool Restoration from Blaine will complete the diamond bright pool floor resurfacing. Start -date for the project is mid-October. Mosack also noted that on August 14th at 6pm there will be a ribbon cutting ceremony for the walking track which was resurfaced back in May. Parks Commission members are invited to attend. 11. General Park Updates: A. Ellison Park Shelter: The electrician still needs to install the soffit lighting. B. 4th Street Park: Basketball hoops are in the paved area and next step is to get pickleball court marked. C. Montiview Trail Work: The DirtWirx crew has been putting in a lot of work with their Tuesday night trail work sessions. Volunteers are doing a great job and the first section is open. D. Swan Sculpture: The artist has completed the male swan and is now working on the female swan. Park staff will be working on the landscaping plan and the sculpture is proposed to be placed and unveiled at the end of August. E. Sunset Ponds: The dirt work is complete and the hard court will need to be paved. The nets will be installed once the hardcourt surface is complete. F. Rolling Woods: Renovation of the play structure will begin next week. G. Parkside Park: The old fence at the dog park parking lot has been replaced. Page 3 of 5 PARKS COMMISSION MINUTES I JULY 27, 2017 H. Dog Park: Planning for Wag & Walk Festival on 9/24 from 1-4. This year's theme will be a thank you to all of the community partners. A park cleanup was done by volunteers on July 7th and cleanups will continue to be done as necessary. The rock honoring k-9 officer saber is placed outside the park and will be officially dedicated at the Wag & Walk Festival. 12. Discussion of added items. A. Replat/Preliminary Plat, Featherstone 3rd: Angela Schumann said there are two residential projects moving through that are old projects being rejuvenated in existing residential neighborhoods. The first one is platting 24 new units in Featherstone 3rd. The first two phases were completed in the past and over the course of the project, the developer worked with the City to develop a linear park system. Through that park dedication the City owns Outlot H which is existing vacant land deeded to the City. In the 2018 CIP the Parks Department has budgeted for a playground and ultimately as that develops, connecting pathways will be built. With this unit, there is no new park dedication required but as the developer moves forward with future development, they will need to continue to provide park dedication in future phases. NANCY MCCAFFREY MOVED TO PROCEED WITH CONTINUED PARK DEDICATION IN FUTURE PHASES AS WAS PROPOSED WITH THE ORIGINAL PLAT OF FEATHERSTONE 3RD. MOTION SECONDED BY TIM STALPES. MOTION CARRIED UNANIMOUSLY, 5-0. B. Replat/Preliminary Plat, Autumn Ridge 4th: This is the east phase of the development that was preliminarily platted. The developer has determined that there is a need for detached townhomes so they have to provide a new preliminary plat. In this case for the park dedication, the developer has already pre -paid all of their fees as cash in lieu of park dedication with the requirement that the developer connects the internal trail system to the trail system on Edmonson. The balance of the project will be converted to a single family detached product. KAREN VETSCH MOVED TO PROCEED AS PLANNED UNDER THE PRIOR PRELIMINARY PLAT WITH PARK DEDICATION AS PREVIOUSLY PROVIDED AS CASH IN LIEU. MOTION SECONDED BY NANCY MCCAFFREY. MOTION CARRIED UNANIMOUSLY, 5-0. 13. Next regular meeting scheduled for September 28, 2017. The next regular Parks Commission Meeting is scheduled for September 28, 2017, at 9:15 a.m. in the Public Works Conference Room. 14. Adiourn. Meeting adjourned at 10:45 a.m. Page 4 of 5 PARKS COMMISSION MINUTES I JULY 27, 2017 RECORDED BY: 6�cth &rcen DATE APPROVED: ATTEST: Page 5of5 I' ATH RSTON 3RD ADDITION GRADING AND EROSION CONTROL CONS'1'KUCTION PLAN I I I I I I I I I I I I I I I II I I I � I GENERAL NOTES: A. ALL STREET CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. B. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. C. ALL STORM SEWER CONSTRUCTION SHALL CONFORM TOT HE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS * SPECIFICATIONS. D. ALL WATER DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. E. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. P1180-NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. MONTICELLO, MINNESOTA t. 8 3 2 1 ml M i J Z tdtKSOLE AVE 7 ✓ — - -� 8 -/ 3 2 1 I I� 9 C I hereby certify that this plan was prepared by Name me or under my direct supervision and that I �alCherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 CITY ENGINEER APPROVAL PLAN DATE NAME REG. NO. DATE Revisions Date 06-28-2017 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access Designed PJC/JMM 3. 8-18-17 City Comments Drawn MSN � I I � 1 V � I 4 I I II I \ � I \ I I I � NARU� o S. Jo CT. j BLVD. O Trailer �— Court N 1 CL GOLDEN EAGLE LN. Uj zoo EAGLE RIDGE LN. r 8. V) N FAR COUMSTNTRY DR. ~ FRIDGE � z z ? COIR. (0� CIR. Y SC J �E STEP �� Zo 0 a `Z0 Off. RED SCHOOL m BLVD. \pEBBLEBR00K, ,NRTIN DR �� z F Trailer OR. CHEYEN NE STARLING o a� Co HARVEST w ' Li P of FALCON w / \ CT.o o a Q DR. MN��PF < . • CI�ARD COBBLESTODIAMOND v)DR. z CT. PARK �ptJ a a DR. �� z � o a / 15114 0�xr C w ~ 2223 Y Uj T121N R25W w I - - - �L - - - - - --- -- - - ---- al w 87th � ST. 8?th _3 ST. I Asx ti h i z L111 —1�a i SITE w If w 117 rj/ 85th ST. N.E. w N I, 117 w LOCATION MAP I I / 0 50 100 200 GRAPHIC SCALE IN FEET _ I I I SHEET INDEX 1 / 1. COVER SHEET 2. LEGEND 3-4. GRADING PLAN 5. EROSION CONTROL PLAN 6. SEEDING PLAN 7. BORROW AREA MAP 8-9. DETAILS COVER SHEET NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 BENCH MARK CAST IRON MONUMENT, NORTH j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=958.03 Know what's below. CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 Call before you dig. ELEV=976.37 03 -ENG -117120 -SHEET -CO V R -GRAD FEATHERSTONE 3RD ADDITION 1 I 9 MONTICELLO, MINNESOTA I UTILITY LINES ----------- ----------- P IZ-0--n%';NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. GRAVEL SURFACE LEGEND TOPOGRAPHIC SYMBOLS ABBREVIATIONS FUTURE 0 FM FM D 4 D D �>> PERF DT —e e- -fo fo - -9 9— petro t t tv tv oh oh FUTURE soo— OU TLET=987.0 HWL=900.2 BUFFER FEMA X X FUTURE ---------------------- HATCH PATTERNS BITUMINOUS SURFACE CONCRETE SURFACE + + + + + + W W W W RIP RAP I I I I I I SELECT BACKFILL MATERIAL I I I I I EROSION CONTROL BLANKET I I I I I I MNDOT CATEGORY PER PLAN I I I I I DESCRIPTION SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS I hereby certify that this plan was prepared by Name me or under my direct supervision and that I �alCherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comment Date EXISTING — — — —soon PROPOSED Drawn o — — — — e ---->-----> 84.3 TOP X ---->-----> -0. 40,� B618 CURB > FM BUFFER FM ru R1 ---------------------- . . . . . . . . . . . . . . . . , X X X X 11111111111-4 Da [] [] N � D EX ► FES 3Sp F—F 4& FM SURVEY LINES EXISTING PROPOSED GND GROUND GV GATE VALVE HP o HYD e HWL D INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH ---------------------- PC POINT OF CURVATURE PERF ---------------------- PI POINT OF INTERSECTION DT ff 7Z77377-- I•'•'• �'•'•'•'; e PVT e e e fo PVC fo fo fo 9 R 9 9 9 RAMBLER petro REINFORCED CONCRETE PIPE petro t SSWR t t t tv STRM tv tv tv on TNH on 01 oh TYPICAL WM WATER MAIN SITE LINES WALKOUT EXISTING PROPOSED ----------- ----------- P IZ-0--n%';NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. GRAVEL SURFACE LEGEND TOPOGRAPHIC SYMBOLS ABBREVIATIONS FUTURE 0 FM FM D 4 D D �>> PERF DT —e e- -fo fo - -9 9— petro t t tv tv oh oh FUTURE soo— OU TLET=987.0 HWL=900.2 BUFFER FEMA X X FUTURE ---------------------- HATCH PATTERNS BITUMINOUS SURFACE CONCRETE SURFACE + + + + + + W W W W RIP RAP I I I I I I SELECT BACKFILL MATERIAL I I I I I EROSION CONTROL BLANKET I I I I I I MNDOT CATEGORY PER PLAN I I I I I DESCRIPTION SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS I hereby certify that this plan was prepared by Name me or under my direct supervision and that I �alCherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comment Date 06-28-2017 — — — —soon PJC/JMM Drawn OUTLET=987.0 — — — — HWL=900.2 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 84.3 TOP X —>>>>>>>>>- -0. 40,� B618 CURB CATCHBASIN BUFFER BUFFER FEMA FEMA'. ---------------------- . . . . . . . . . . . . . . . . , X X X X 11111111111-4 ENERGY DISSIPATER DISCHARGE LOCATION [] [] [] [] C � W EX EXISTING FES FLARED END SECTION F—F FACE TO FACE FM SURVEY LINES EXISTING PROPOSED ----------- ----------- P IZ-0--n%';NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. GRAVEL SURFACE LEGEND TOPOGRAPHIC SYMBOLS ABBREVIATIONS FUTURE 0 FM FM D 4 D D �>> PERF DT —e e- -fo fo - -9 9— petro t t tv tv oh oh FUTURE soo— OU TLET=987.0 HWL=900.2 BUFFER FEMA X X FUTURE ---------------------- HATCH PATTERNS BITUMINOUS SURFACE CONCRETE SURFACE + + + + + + W W W W RIP RAP I I I I I I SELECT BACKFILL MATERIAL I I I I I EROSION CONTROL BLANKET I I I I I I MNDOT CATEGORY PER PLAN I I I I I DESCRIPTION SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS I hereby certify that this plan was prepared by Name me or under my direct supervision and that I �alCherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comment Date 06-28-2017 Designed PJC/JMM Drawn MSN 8 CATCH BASIN ® CATCH BASIN BEEHIVE 0 FLARED END SECTION N GATE VALVE HYDRANT WATER SERVICE WELL WATER WELL MONITORING WELL o CLEANOUT O HAND HOLE O MANHOLE OTHER THAN SANITARY OR STORM O SANITARY OR STORM MANHOLE sN LAWN SPRINKLER VALVE S LAWN SPRINKLER HEAD t UTILITY POLE 0 TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE O TELEPHONE BOX D CABLE BOX CAST IRON MONUMENT • FOUND IRON PIPE JLM JUDICIAL LAND MARK ® PK NAIL ? CONTROL POINT 0 G�_ FLAG POLE TEST HOLE ® MAILBOX O BOLLARD T CONSERVATION POST DECIDUOUS TREE �= CONIFEROUS TREE 0 SHRUB / BUSH EROSION & SEDIMENT CONTROL OF CURB ELEVATION STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY—DUTY EROSION CONTROL — — — — SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EROSION CONTROL AT BACK OF CURB TOP TREE FENCE —>>>>>>>>>- TEMPORARY DIVERSION DITCH B618 CURB CATCHBASIN O`®� CATCH BASIN INLET PROTECTION %MOO STRAW BIO ROLLS CO ROCK BERM >> SUMPED RIP RAP PERMANENT 11111111111-4 ENERGY DISSIPATER DISCHARGE LOCATION 000000000 000000000 0000000001 GRAVEL CONSTRUCTION ENTRANCE 000000000 E3 TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS 8% SLOPE MAX. STABILIZED EMERGENCY OVERFLOW �Lll 1 STEEP SLOPE 3:1 (H: V) L l 1 (33.3%) OR STEEPER GRADE CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB — — — — (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB (TIP OUT GUTTER) 07.82 = BITUMINOUS ELEVATION -//-07.82 4+46.57 LEGEND A ALGEBRAIC DIFFERENCE B—B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION BMP BEST MANAGEMENT PRACTICE CENTER LINE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTILE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F—F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) DRAINAGE & UTILITY—\ 29.0 _ _ _ _ _ _ _ 28.0 EASEMENT \� FINISHED GROUND 1 O ELEVATION LOWEST OPENING 7 ELEVATION STEP HEIGHT (IF REQUIRED) 31,5 LOWEST FLOOR L =929.0 ELEVATION LO GARAGE ELEVATION �� 1' STEP RECOMMENDED LF=929.0 GARAGE SIDE i_-37.0 FINISHED ELEVATION �L J © LOT CORNER 35.5 34.5 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 STREET Iljxel1 ffej LOT NO. HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO —RAMBLER WALKOUT SE SPILT ENTRY SEWO— SPLIT ENTRY WALK OUT SLO SIDE LOOKOUT SWO SIDE WALKOUT 03-ENG-117120-SHEET-LEGND-GRAD FEATHERSTONE 3RD ADDITION 2 I 9 MONTICELLO, MINNESOTA LO I I I I96 � O do 062 \ , co ✓ >) 960 95& t �� 050 A� 96C 95E \ \ n ��r g54- -954 ) g52� u.P--° \ \ 1 T€M RY DRAINAGE DITCH \ \ o ° 56 1 \� \ � `- �- _'✓ g2-(� DETAIL) 962 � ','�54 u.5`o ` � 352 05 - . �.� °� \ 052 �• �\. \ � D \ / \ v - 054 956 954 - 950 056 '�� 954 _O2.47._ I \ l I co°` I 00� �a 2.5 ° u 958 �✓ �� . \ \\ \< X96 XN �, p° z n �� 58.9 �Yo �n � X \ , + 0 ° 58.9 59.0 6� ry 2 p E.,Q. F. N F\ � \ / i / �^��' ^� N� E.O. 1 LO CP �E.OF k �� yE.O F �` �- f �► 2.0� ) \`96' 8 J v `- - - - - �' + r� g5$� _ o%_ _ X956 J 01 o � � Zo% � �'� \ � \� I \ IA I - 960 � 1 6 5$ m N cr -' o\ I I I I 1, X Xoo (_ 1 \ 915 °° 9 0 o,`r' 960.7 960.7 960.2- ��60.U- I N o ` r l i s a r \ -� 956 I � / � � g5' / \N \ , � \ _960 g I ', I L0=961.2 I L0=961.2 I I L0=960.7 I I LO -960.6 � j� • I \ •� � /,, �� t i `n \ Ln 60.5 / \� I 4 �9 E.O.F. - - 60' 1 \ \ rj •- ` / 16� o - a� � 1 2.0% 5ti. I \ \ `0,96 \ \ II R R I I R 1 �� j� 09 ' `90, )_ 9 2.0, LF=952.7 LF=952.7 I I LF=952.2 I °� ,LF=952. O � 0.5 \ 6 \ 952.3 I ` 960.7 G G 960 7 960.2 I/ ° \ �\ f s5s O �I o I �0� - R \ 10/1 01 ,�I o f 1� / -�- 9s cn 1 / I I 96961 0 \\ \ \ \ �Fg6 1.3 G 11J I N ` N / rl J cn o cfl 1 -� \ 52.2 \ - - - - °' - - - - L v - co o + --�✓ L - - _ cb _ o o ` ' tx Lti, O �I, \ �F 9 G \ N� oL - - - - �- �" - -a oo �j- I J 95E \ I - E.O.F. /�� ; ////��: �/ - v, - - 4 _ - .� -ie °' _ _ \ \ 960.2 _ - oo v I � cn 2 • - 7---T � - - - - - - c° cn f �� - - - - _ _ � / _ u - 1,•7 \�. \ �\ 1 \ I - - TT - - - - 59.4, 00 �� I ,952 �\ �.� to+oo 958 ii+oo EBES�� A i2+00 �o - - I / -v / ;� I l.F 0,5 \ s+00 H.P. - - i - i - i -r '�T� J I I / E. 0. F. `-� - - - _ r - _ - G 96 \� - + -fes \ Ali u, i� _ 2.11 - �� f 58.1 58.34 58.2 O 57.7 57.4 1 ' \ \ rn 59. - - - - - - 6 °�' $}0�0 - 57.7 0.50% - f i _ Ib� i �\LO (/1 0 - I - 5� e4 - 958 9`S�, ��° ^ // `d 4xoo \\ '- I �� I II �I I Ias �_ Tom ��` oI �� cn ° Ln \�` �- \ 9S I / I I J I Z7 7- rn co °' r 1 1� ' 7� 1 °o - - - - - 00 - cS' 4 t 96 .� X96 ..2=�� m2� o o I i 5"i \ �' _ - - - - 1�I - - �, cv - , 960. I I = 60.9 L0=960.7 �I fTl w a�w �� ti J'd3 i� �� o to I x I 4� I -956/ LO 960.9 I I LO I9S�,� N I 8 �. I Cn /� -- ` °'S I 1 \ t I °' J °° �� `'�' I� I _ -� X11.0 G I G, 960.0 `� 1 ',� 960.0 960.0 2 z �, c,, g = U-957.0 C-1 LF=957.0 T �7 i I L I ca 3 - I i LF=957.0 I �1 LF 957.0 � I I I \ G 1 "o 11 �' R ., R� R I a' 32' 1 �� '` N\ 96951.0 I I I I SE\ 1'� SE SE I 2 ✓��`� 9S0 I I Ln '� flIT LF=952.2 rn F -F I o �� ,� \ �F- \ �I SE \ 9S� QC I i �I LF=952.4 LF=952.4 Ln Xo 5$ �� \ I 4 I I 3 2 I y \ �- 6� 9 cp \ SE I I I 1` l � �, .� 960.4 G N G 960-4 I NI � 960.2 I / I I \�c I ISI - _ _ CTI I cI 56.7 1 r 1 i 1 1 I LO -960.5 LO 960.5 I LO 960.5 �E- .F. �' �l �I U,-�- 0�° ��N \ 960 0 \ 5 I LO=960.5 -1 1 / 1 + ---- e---- L�------J O i \$ G �g5� 1 0.0 I 960.0„ 960.0 I 960.0 /� ` 1 � --- --- - cr ��$ X LF \ ,9605 I X96 I I I I 1 / y �G VII }oo r/ M ,g 95 - EBERSOLE A + 9 '\ p I rn - 8 3+�� 57.5 L.P. ' / � p �% 1-i'o ° t+o° 2 i00 - / - i - _ i - - 7.6 �'.' '� i L 1 \ I15 .0 1� 56. - f- 58.4 5`840 58.2 57.7 , 0.50% 57.3 ��' �� LF �g E \ \ L \ \ 2 \ 1 _ _ _ _ _�- - - - -\� / 1 � 1.67% �_� _ - \ S \ - ._a _ fv U ,�' g I I I ' /�,' 8 �0G\ \ \ �\ _ rn - i% / 57.0 -UT o � oo ------ J - Cn �`- \$ LFA \ \ 9605 \ - -r T , J -- ---- c� -r- c9 - - - - - 'ter '� ` 01 �I �� 960 0 I V=947.59 I I� - I A I r. 1 I F-957.0 \ \ \ s\ , { - EX -FES -50 9b0.6 G 960.6 I 960.2 1 I L \ 8 \ \ - / I IT II - 1 \ o, rr9 I N V: 9 48.81 v LF -952.6 LF=952.6 1 LF=952.2 I E \ 0 5 \ 0 TLET-49. �� J 7 ' I - .. _ S \ \ 0'96 \ ' �` LTRATION �'4d0_ 1 I°'1 a R R R I z_v I g \ �- l` T 1� =953.7 �,� �y 2 1 °° 1 57.17 r \ \ ° \ yg��1NE VOL.r7"l 3 A °' / `- (INV=99.9 t 3 o, q.F� �0.96� 5 \ \ ST O VOL�=.864 FT y = =961.1 �I I LO=960.7 I N / LO 961.1 LO 1 I ` 960. -- I /.. \ w i v, 960.6 N 960.6 0o r . I � \ e �✓ / / ,� /� i x °' 1 �I f�l of I q o+ \_ • 1„' \ 950,��i% �: C �- / 1 �� J i✓ `O �. - �` I % EX' -FES -51 / �l �\ ; / <v INV. 949.00 ol. LA � L �to 58.2 � + UTI f -� SELECT BACKFILL MATERIAL r////////////% BASIN ACCESS 8% SLOPE MAX BASIN INFILTRATION AREA P I Sw"NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. SITE DATA MINIMUM LOT WIDTH: AT SETBACK LINE=80 FEET (56 FEET AT CUL-DE-SAC) MINIMUM LOT AREA: INTERIOR=12,000 SQ. FT. CORNER=12,000 SQ. FT. SETBACKS: FRONT=30 FT REAR=30 FT HOUSE= 10 FT GARAGE= 10 FT CORNER=20 FT TO 85TH STREET NE=50FT LOW OPENING=1'+EOF, 2'+HWL MAX DRWY WIDTH WITHIN ROW=24' I hereby certify that this plan was prepared by Name %I me or under my direct supervision and that I �alCherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 TEMPORARY DRAINAGE DITCH DETAIL (TYPICAL SECTION NOT TO SCALE) Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comments Date 06-28-2017 Designed PJC/JMM Drawn MSN J 00 Li L t_ 00 Li 00 W A• 0)w z 0)w 0)w 7 10:1 10:1 Mqk � 1 BOTTOM 943.0 TYPICAL POND 50 SECTION GRADING PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 0 25 50 10++ 0 I GRAPHIC SCALE IN FEET BENCH MARK CAST IRON MONUMENT, NORTH j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=958.03 CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=976'37 03 -ENG -117120 -SHEET -GRAD FEATHERSTONE 3RD ADDITION 3 I 9 MONTICELLO, MINNESOTA I 1 1 � k 954 952/ 958 — 956 g5 _ g52 0.5 952 954 956 958 X 00 O LO ,'y n � � Cn C3, 90 -- --� 0 I I I 060.1 I 7 I I LO=960.6 I LOi I I I �R/-1— I I LF=952.1 --9 f J ' / 00 J I E B E R—SGLE 12+00 57.7 I 57.4 k O &101_+ 958 0 �� 9 CO�'I CTI v 1^ 1 00 C° I 13+00 X N C6 L0 o � J z A I 950 X 04 X L0 eU0) i 54 956/ 9L� _j/ I x ~_ I a � / I \ X / x00 LO 1 \� X� I to \ Ln o I \ \ X00 1 �' I c to CP U W4 M l n I I IC /: to G 960.0 LF=957.0 001 CD LO � I n L0=960.5 960.0 r ` I /i, N 1 i � I I/ 7 57!0 � — — \ �h _J°7 1�V PI 2-NoWNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by Name GJ Lim me or under my direct supervision and that I Paul J. Cherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comments �J J l LO \ LO LO C� 956 ✓ \ Date 06-28-2017 Designed PJC/JMM Drawn MSN II I I J i I � � I / / V X� GRADING PLAN - 1" ,.0L0 z / r (� �I 0 15 30 60 a GRAPHIC SCALE IN FEET 17+00 BENCH MARK CAST IRON MONUMENT, NORTH OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=958.03 CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=976.37 03 -ENG -117120 -SHEET -GRAD NOVAK-FLECK INC. FEATHERSTONE 3RD ADDITION 8857 ZEALAND AVE N. 4 OF 9 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I rr�( rel .I ,,. - 1" ,.0L0 z / r (� �I 0 15 30 60 a GRAPHIC SCALE IN FEET 17+00 BENCH MARK CAST IRON MONUMENT, NORTH OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=958.03 CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=976.37 03 -ENG -117120 -SHEET -GRAD NOVAK-FLECK INC. FEATHERSTONE 3RD ADDITION 8857 ZEALAND AVE N. 4 OF 9 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I \ , 0) /% ( l I /— ✓ 962,—� I + \ CP 1 1 , 090� U1� a, -- - o 0 Vi� .�` � �.. � _ � _ o � l II---- ---- --- ----- — 0cf) 11 I I I i I I 3 I I I 00 PERMANENT C�� I I �- I � °q DITCH 960.4 f\ I I/ 6 .4 I I X960. ;;a'� I m 1 �� I I I LO=960.9 I I 0 960.9 11 I L0=960.- 7 Igs�� N 956" I I I I i t 1 I I I \ I I I 2 z cc \ o" I LF=952.4 LF=952.4 I G =60.2 2 I c� U 51 ,( 960.4 G G 960.4 I L - _ — ' �! 950 VII 1 -- - - ..•. Nr ' Is - 58` B E R S O L E AVE 1+00 0 0 — 57.5 L.P. +, oT� 00❑o+0 o 57.7 57.30 0 . . 0.50 5Er � - 1 I .7% , I II, I ------- — — — — -� —�---� 0 I I I I ON / I 960.6 G 960.6 �II 1960.2 I I I I LF=952.2 LF=952.6 LF=952.6 r a I� ^ R I - R I I R 00 f ✓ PEMVT TR� 'K L0=961.1 9_ 27�`60_y 960.6 960.6 +DITCH _CjK o I � � - �/ I / r �� N tD 912 � i 0 L BOTTOM OF UPPER CHECK SHOULD BE SAME ELEVATION AS THE TOP OF THE LOWER rHFrk T(1 PR(1VTnF F(1R PnnI TN(;_ CLASS II RIPRAP ,_ DITCH 2 FT. — PROFILE 5 FT. TYPE IV GEOTEXTILE ALONG BOTTOM OF FILTER BERM TYPE 5 (ROCK) FILTER BERMS PI 2-NoWNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. POINT " A" 611- 2' - FLOW SPACING (Y) DETERR._..__ BY FORMULA (SEE NOTES) DITCH CHECK SPACING _,..:;��_._�:_ �►�_ girl\.�,._��_��_�wi�.�� _.� _ ..,__ ._ �_-._��_�_��►�.��o i��►_� ��`:._s 00000000000 ROCK CONSTRUCTION ENTRANCE 00000000000 00000000000 INSTALL BEFORE START OF GRADING 00000000000 FILTER BERM TYPE -3- + 5 PERIMETER EROSION CONTROL FENCE. (SHOWN) INSTALL BEFORE START OF GRADING HEAVY DUTY EROSION CONTROL FENCE. INSTALL AFTER LOCAL GRADING COMPLETE POINT " A" FABRIC TYPE IV (SPEC. 3733) ALONG BOTTOM OF RIPRAP ROCK DITCH CHECKS FILTER BERMS TYPE a ;GK EEr1P,,+-4R- FILTER TYPE 5 (ROCK) 003 (FOR USE ON ROUGH GRADED AREAS) I hereby certify that this plan was prepared by % Revisions me or under my direct supervision and that I Name 1. 8-1-17 City Comments am a duly Licensed Professional Engineer Paul J. Cherne 2. 8-9-17 Basin Bench/Access y g 3. 8-18-17 City Comments under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 SECONDARY EROSION CONTROL FENCE. -o -o -o -o -o -o- TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. 2' SOD OR EROSION CONTROL FENCE AT ■ M M M M I BACK OF CURB. TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. BASIN ACCESS 8% SLOPE MAX. SUMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER ML i PHASE LINE Date 06-28-2017 Designed PJC/JMM Drawn MSN 1 DIVERSION DITCH TO BE PLACED AS NEEDED UNTIL STORM SEWER CONSTRUCTED DISCHARGE LOCATION 'X/\ Y_ + �� I MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION MNDOT CAT 6 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION DO NOT DISTURB AREAS ,�lll STEEP SLOPE, 3:1 (H: V) (33.3%) OR STEEPER GRADE jV'V'V*V*V*V*V'VA TEMPORARY SEDIMENTATION BASIN vvvvvvvv vvvvvvvv W W W W W WETLAND BUFFER SIGN W y y W W Y W C CONSERVATION AREA SIGN EROSION CONTROL PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 WETLAND STABILIZED EMERGENCY OVERFLOW 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK CAST IRON MONUMENT, NORTH j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=958.03 CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=976.37 03 -ENG -117120 -SHEET -EROS FEATHERSTONE 3RD ADDITION 5 OF 9 MONTICELLO, MINNESOTA I LEGEND O CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. CATCH BASIN INLET PROTECTION �l TO BE INSTALLED WITH CATCH BASIN GRATE. STRAW BIO ROLLS. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ROCK DITCH CHECK. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST DIVERSION DITCH TO BE PLACED AS NEEDED UNTIL STORM SEWER CONSTRUCTED DISCHARGE LOCATION 'X/\ Y_ + �� I MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION MNDOT CAT 6 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION DO NOT DISTURB AREAS ,�lll STEEP SLOPE, 3:1 (H: V) (33.3%) OR STEEPER GRADE jV'V'V*V*V*V*V'VA TEMPORARY SEDIMENTATION BASIN vvvvvvvv vvvvvvvv W W W W W WETLAND BUFFER SIGN W y y W W Y W C CONSERVATION AREA SIGN EROSION CONTROL PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 WETLAND STABILIZED EMERGENCY OVERFLOW 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK CAST IRON MONUMENT, NORTH j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=958.03 CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=976.37 03 -ENG -117120 -SHEET -EROS FEATHERSTONE 3RD ADDITION 5 OF 9 MONTICELLO, MINNESOTA I Ow C, — - ' - - EBERSOLE A+yg 4+09-'+ o oo 1+00 2+00 — UI yT 06-28-2017 Designed PJC/JMM Drawn MSN W W W W W /VM W W W W W W W W W W W W W W W W V. .�. •�• I I `V W W W W W W W 60� W W W W W W W W W W W M1 W W W W - W _W - W W, o I I I I W Wr W W I - V� - W� W 4 - W W W W I' W W W W W W W I W W W W W CIO I N _ I I I I I I W W W W W W W W W W W W WI W W W W W I I W I o I I I I W W W W I WI W W W W W W I•Y W I WI W W W W I W - I w O - + I I W W y I W W Vj W\ W W IW I W W •Y IW I W O W IW W 90� T 1 1 I +Y W W W V •Y I W I I •Y I W \ W V S0 � W W to L y W W I W W W\ W I W I W I W W W W I W W W W W L W W �V•V I I Y 0 0 W W W �Y- -'Y- W W W W W W -+-- ---Y- -`� W •V W _ W W W W W w W W W W W W W W W W W W W V WCY) V WI W W W W W W W W W W W W W W W W W W V} V i W I W W W IW I W I W W W I V _ 41 -+ O O W I I W W W W IW W W W W W W W W W W W W W W W I W I WW W W W W I �� W �II I W W W W W W W W W �I �•/ J I �1 I W I I W W W W W W W W J•I � W W W W W W W V• W J.I I� W •V W W W W W W W W W W W W /TV7 W W W W W W W W W I V• I W V I WI M I WW WW Y W I W W II W t W W W W �Y I J L .• W �Y W I W I I W W O O W W W I W W W W I W I W W W W W W I W W R W W W W W W W W W �I W W W WI W W l� 32* IW W W W WI W W W WI W W W W W W W WI - F -F W W I W I W W W W W W W W W W W W I W W W I I W W W W W W W W W W W W W W W W W W W W W - .. W W .I- W W W W >• W W '• W W W W V W ;Y 'S.l Vi w .., p I _ + q v- .r W' W W �Y- -W- L- W W- Ow C, — - ' - - EBERSOLE A+yg 4+09-'+ o oo 1+00 2+00 — UI yT 06-28-2017 Designed PJC/JMM Drawn MSN W W W W W /VM W W W W W W W W W W W W W W W W V. .�. •�• `V W W W W W W W W W W W W W W W W W W W M1 W W W W - W _W - W W, W� �I� �V- W Wr W W I - V� - W� W 4 - W W W W I' W W W W W W W I W W W W W W W W W W W W W W W W W W W WI W W W W W I I W W W W W W W I WI W W W W W W I•Y W I WI W W W W I W W � I W Z�--�••� I W W y I W W Vj W\ W W IW I W W •Y IW I W W IW W T 1 1 I +Y W W W V •Y I W I •Y I W \ W V W W J W W W W y W W y W W W\ W I W I W I W W W W I W W W W W W W �V•V I I ��-� •� W W W y WI V WI Y W I W y L4 W W W W W W iW i W I W W W IW I W I W W W I V W W IW 41 -+ O O W I I W W W I �V y W L l Y W L I. Y W W w I W W W W 3 W W W W W W W W W W V I WI V I WI Y W I W W �Y I J .• W �Y W I W I I W W W W W W W W I W I W W W W W I W I W W W W W W I W W W W W W W W W W W W W W W W W W W W W W W W W WI W I W W W W W W W W W W W W W W W I W I W W W W W W W W I W I W W W W W W W W W W W W I W W W I I W W W W W W W W W W W W W W W W W W W W W W W W W T �Y `�Y -�V- �Y- -W- L- W W- W W •i •� W W W W W W W W W W y W W W W W W W W 44 I I 4- 0 O I P 1 Sw" NE E R en ineerin CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2017 Pioneer Engineering, P.A. 0 L\CP OO O W W • W W PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: W W MINNESOTA STATE SEED MIXTURE 25-121 I I I PERMANENT BASIN SEEDING SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: WET BASIN BENCH/(IN)FILTRATION BASIN: MINNESOTA STATE SEED MIXTURE 33-261 UPLAND/NATURAL AREA SEEDING SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876; CONSISTING OF: MINNESOTA STATE SEED MIXTURE 35-221 I hereby certify that this plan was prepared by Name me or under my direct supervision and that I �alCherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comments Date 06-28-2017 Designed PJC/JMM Drawn MSN I — 0 III I I I W W W �Vv�Y W W W W W W I o � \ J / / I / I / \ I \ I I \ r �0 0 25 50 loo BENCH MARK =� I CAST IRON MONUMENT, NORTH j OF SECTION 23, TOWNSHIP 121, RANGE 25 GRAPHIC SCALE IN FEET ELEV=958.03 CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=976.37 03 -ENG -117120 -SHEET -SEED NOVAK-FLECK INC. FEATHERSTONE 3RD ADDITION SEEDING PLAN 8857 ZEALAND AVE N. 6 OF 9 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I W W W W W W W W W •V �k- _-4,-� .Y W W 'V\ 4 W W . W W \ W W W W I VI W W W W W !ly I W W I W W W W W W I W W W W I W W •Y I W W W W 1 W W W W W W W I W W W W W W W W W W W W II'y W W W W W W W W W W W W � W\ W W W W W WI W W W W W I I IW W W W W I IW W W W W •� IW W W W W W I W W W W W W W I•Y I W W W W W , W W I W W W W � I W I W W W W - I y I W W W W - Vj W\ W W W W •Y y. y W I '• 7L 4 V \ W � 5 �" W W y y W I W -• W\ W I W I W W W W W W W W �V•V IW W W V W W W W W W I W \•. W\\ I W W W �Y I V' I W W W I V I 1 W W W I V � W W W W W I . I �V 1 L l L I. I ` I — 0 III I I I W W W �Vv�Y W W W W W W I o � \ J / / I / I / \ I \ I I \ r �0 0 25 50 loo BENCH MARK =� I CAST IRON MONUMENT, NORTH j OF SECTION 23, TOWNSHIP 121, RANGE 25 GRAPHIC SCALE IN FEET ELEV=958.03 CAST IRON MONUMENT, WEST j OF SECTION 23, TOWNSHIP 121, RANGE 25 ELEV=976.37 03 -ENG -117120 -SHEET -SEED NOVAK-FLECK INC. 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N171 © 2017 Pioneer Engineering, P.A. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876; CONSISTING OF: NOTE: RESPREAD » TOPSOIL 6 OVER ALL DISTURBED AREAS. LEGEND • MAY 1 — AUGUST 1: MINNESOTA STATE SEED MIXTURE 21-111 (OATS COVER CROP) ® 100.0 LBS. PER ACRE OR -- APPROVED EQUAL. • AUGUST 1 — OCTOBER 1: MINNESOTA STATE SEED MIXTURE BENCH MARK PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING 21-112 (WINTER WHEAT COVER CROP) @ 100.0 LBS. PER CAST IRON MONUMENT, NORTH j OF ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT 3882, TYPE 1 @ 2 TONS PER SECTION 23, TOWNSHIP 121, RANGE 25 MNDOT CAT 3 EROSION CONTROL BLANKET. ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE 0 50 100 200 ELEV=958.03 INSTALL WITHIN 7 DAYS OF GRADING OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% !! 1 1 COMPLETION COVERAGE OF THE SURFACE AREA DISTURBED. I CAST IRON MONUMENT, WEST j OF P IONEER • • MNDOT 3881, TYPE 1 COMMERCIAL FERTILIZER, 10-10-20 SECTION 23, TOWNSHIP 121, RANGE 25 engineering @ 200 LBS. PER ACRE GRAPHIC SCALE IN FEET ELEV=976.37 03 -ENG -117120 -SHEET -CUT -AREA CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive c 651 681-1914 I hereby certify that this plan was prepared by direct that I % Name � Revisions 1.8-1-17 City Comments Date 06-28-2017 NOVAK-FLECK INC. FEATHERSTONE 3RD ADDITION Mendota Heights, MN 55120 Fax: 681-9488 me or under my supervision and am a duly Licensed Professional Engineer y g Paul J. Cherne 2.8 9 17 Basin Bench/Access 3.8-18-17 City Comments Designed PJC/JMM BORROW AREA MAP 8857 ZEALAND AVE N. % OF 9 www. ioneeren .com p g under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 Drawn MSN BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I © 2017 Pioneer Engineering, P.A. GRADING SEQUENCE 1. INSTALL ROCK CONSTRUCTION ENTRANCE 2. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 3. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. 4. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50% FULL. 5. ALL SOILS WILL BE COMPACTED PER SPECIFICATIONS. 6. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 7. COMPLETE SITE GRADING PER PLAN. 8. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH. 9. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 10. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOTES 1. THE STORM WATER POLLUTION PREVENTION MANAGER SHALL BE A PERSON TRAINED, KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. 2. 3. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER TEMPORARY CEASING GRADING OR COMPLETION OF GRADING. 4. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 6. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 7. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 8. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 9. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 10. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 11. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 22-111 @ 40 LBS. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT TYPE 3 @ 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 10-10-20 @ 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 25-121 AT 75 POUNDS PER ACRE. • MULCH SHALL BE MNDOT TYPE 3 @ 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 80%W.I.N @ 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFIER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 16. THE MINIMIZATION OF SOIL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPECIFIC COMPACTION REQUIRED AREAS. THESE PRACTICES INCLUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION TRAFFIC FROM AREAS, USING PRACTICES TO PREVENT CONCENTRATED FLOW OCCURRING OVER THE SOIL, PROVIDE LIGHT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL GRADE. THE AREAS REQUIRING LOOSE SOIL INCLUDE ALL TOPSOIL PLACEMENT AND INFILTRATION/FILTRATION BASINS. R/W -Q6" 14' MPy 4.00% 06-28-2017 S�OpF. PJC/JMM 4" TOPSOIL, SEED, MSN AND MULCH OR SOD (TYPICAL) CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2. TEMPORARY STABILIZATION MUST BE INITIATED IMMEDIATELY WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION IF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 OR 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 OR 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. 3. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS. THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 4. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DEWATERING AND SURFACE DRAINAGE 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND MAINTENANCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) 2. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED. (SEE MPCA NPDES PERMIT IV.E.5). E. POLLUTION MEASURES PREVENTION MANAGEMENT M E E 1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. 60' R/W I iQ4 32' AWWd" (FACE TO FACE) © VARIES MODIFIED DESIGN D CURB & GUTTER SPX S�pP 6 --{ k- 2.00% 2.00% 4.00- 7-777777777777777777 .00 :;-..---T,-.-__: }.::. 4 4 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE - TACK COAT MNDOT 2357 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) iG 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) 2� 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 1� 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 22) THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. �3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. PI ONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com 2017 Pioneer Engineering, P.A. SEE PLATE 4006 FOR DETAILS I - - - ww w w Z Z Z Z J J J J 0 0 0 0 LOT PROFILE /_ 4 DIRECTION OF FLOW STREET PROFILE DIRECTION OF FLOW ON STREET 0.5'- 0.5'- LOT0.5'- BENCHING DETAIL NO SCALE DRAINAGE & UTILITY-\ 29.0 28.0 EASEMENT \� FINISHED GROUND O ELEVATION LOWS ST TIONPENING 7 STEP HEIGHT (IF REQUIRED) 31.5 LOWEST FLOOR 1_ =929'0 ELEVATION LO GARAGE ELEVATION�� 1' STEP RECOMMENDED LF=929.0 GARAGE SIDE i_�37.0 FINISHED ELEVATION �L J @ LOT CORNER 35.5 34.5 I hereby certify that this plan was prepared by G%� Lim Name me or under my direct supervision and that I Paul J. Cherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 j STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comments DLOCK NO LOT NO. HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO RAMBLER WALKOUT SLO -SIDE LOOKOUT SWO -SIDE WALKOUT Date 06-28-2017 Designed PJC/JMM Drawn MSN FINISHED GROUND r' r"^T'^"' V LOWES FINISHED GROUND r' r"^T'^"' V C1 In FIN, 1/ran] Will STREET SECTION LOWES Awv�m.. 0 Q m m Q w m SPLIT ENTRY f HOLD DOWN TOPSOIL Y U Q m w 1-1' 2 \ \ \ \ v \ \ SELECT BACKFILL MATERIAL NON -SELECT COMPACTED BACKFILL MATERIAL UNDISTURBED SOIL -..- ....... - 14 /////////////////////// NON -SELECT """ SELECT BACKFILL�� SUBGRADE UN -COMPACTED ""' MATERIAL // \ \ \ \ ""BACKFILL MATERIAL""\/\\ /\ EXISTING GROUND \\, Q EA BOTTOM OF UNSUITABLE MATERIAL UNDISTURBED SOIL 10' _ 10' GRADING DETAILS \ FINISH GRADE GRADING GRADE I STREET SECTION 1.81 MIN. MIN. SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 03-ENG-117120-SHEET-DTLS-GRAD FEATHERSTONE 3RD ADDITION 8 OF 9 MONTICELLO, MINNESOTA I /r SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. I�IIII'I� / 3" OF 1-1/2" ROCK—Z / 6" CRUSHED CONCRETEZOR / APPROVED EQUIVALIENT / / TAPER DEPTH AND WIDTH IN 10' SIDEWALK Standard Plate Library City of Monticello CURB & GUTTER III 70' 2S' Do 0 16 3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Title: Residential Gravel Construction Entrance Date: 03-05 Plate No. Revised: 600103-15 � P I C-0--%=WNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2017 Pioneer Engineering, P.A. Where LIIG IIUYV UI YVULGI IC. sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD OF y�P OF 1EIGHT PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY -—CURB * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello .1 FILTER ASSEMBLY DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: Plate No. 03-07 Revised: 03-15 6004 Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement City of Monticello Date: 03-07 Plate No. \ Revised: 03-15 6 010 I hereby certify that this plan was prepared by Name GJ Lim me or under my direct supervision and that I Paul J. Cherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comments Date 06-28-2017 Designed a Drawn MSN N S Io R ALUMINUM SIGN WITH 1-1/2" V HIGH WHITE LETTERING 31 A T I 0 E , V)Q m� N 4'-0" E A 17" \\ err �r GRADE SET POST IN QUICKCRETE FAST—SETTING CONCRETE II L m O 7 J m mm J ON f E 4E -e UU Q� LiiU ' g W3 0 Z0 � 0=0 \ UJ IIJ ti EL \ CD 0 CD H10,� >1 Z z J 0: Ld F -Z ma �� Wax w` F d W Z O Of W ¢ 01 N O We 2 3 J LLJ .-B- O U �3C II �W 2 a= J Ua W OW Z 0 -Op i N < ii m m O� a o (L 0 �U) mow U) Q� W 2 1.l V f~/1 W W a W W Of z J�~F a0 QQ WQ J� 2� F -W W m �a LLJ II I— n FFQQ F -W lim Q0 mW II II zZzp QM OJ W WIr II WM=O~ 0— Z W C' Z WN HW J I— II Z Q Q�� LLO W W W Q Ja J W U } 2 llaw W m �W a w w 2- F- D_' oW 0 3 z 00 Za Zm 0Q ZK W W� ZO y D 0 II p ag0J=J U_J Q W �Q 60 N V) ZJ �r�oa 22 UQn 02 �� F mrna Iln o ow u- l O W�Na UF Wa ¢z jQ W W �F W'X''I ~� o Z ? O O c=a.10 1.72 W v O z Q 2 J W W Z z Ww a3 E �V 3 ymin° a( U w 0�waw zpx ¢� oo wm 0a W 3J 0 0_ to W W.L m W 0 1<0 W W F- O_ W m (n y $S W aF�Li XF� �w W,�� wa M>< �a �� Em 0 ° ji `0� O 0%'0Lm ~ 'Q OFV (,oz J NO (L 9< ® ow Wd' nw W} wW ZO l UU Q_ JI J I 0 ��w �Z= RQ w ma �vw �i �/ mjZO Z-76: J(L N a I' W z m Z 0 m — O 0L W K 1 1 Q Z � CL Q � Ja Wo z a J� 02 0 =W 0 D- F�--O 1n W Z JpF ZKm . 2 a I0y� H N'0''I U 0 (/, Q DOM l Q� MaM i 00 LLU J _ to � W Q 0 U �= LLJ LLJ C; 0 UQ _ . V, 00 —00= O W0 D:� w W 2J WW 0� Z. W I I d Z C„ ' J0W00 U ma ~J h� p� X0W N fL �. .: Q W2 0 Z 0 W7 0m M W N WQ� y\ 000 Q 0'010` OW YW \ ' 1 L i > Inoaa z �0 V))o V))0 aw JI �1 M N 17 4 a W ¢ JaQ 0a1~„z ~ Z to — JI � C9 Z } to F WSW �, J .I 3 \I 3 WWV) ZU� Z O �- USW= J W 03 i t v O Z io j N lai O U t/1 J N fUl ?� L ,' �x EORMLL _ z� rn W N�iO <0I �W w < 0 A CALL TO GOPHER STATE ONE (454-0002) y = y 00 IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. Title- Residential Building Standard Plate Library Erosion Control A CityCit of Monticello Date: Plate No. 03-05 __ I 6006 Revised: 03-15 P I C-0--%=WNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2017 Pioneer Engineering, P.A. Where LIIG IIUYV UI YVULGI IC. sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD OF y�P OF 1EIGHT PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY -—CURB * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello .1 FILTER ASSEMBLY DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: Plate No. 03-07 Revised: 03-15 6004 Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement City of Monticello Date: 03-07 Plate No. \ Revised: 03-15 6 010 I hereby certify that this plan was prepared by Name GJ Lim me or under my direct supervision and that I Paul J. Cherne am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 6-28-2017 Revisions 1. 8-1-17 City Comments 2. 8-9-17 Basin Bench/Access 3. 8-18-17 City Comments Date 06-28-2017 Designed PJC/JMM Drawn MSN OVERFLOW SLOT IN SHROUD OVERFLOW SLOT IN SHROUD r Standard Plate Library City of Monticello WING NUT ATTACHMENT HOOK SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 SILT FABRIC SLEEVE PER MFIDOT SPECIAL PROVISION 3886 Title: Inlet Protection Grate Inlet Cover Date: Plate No. 03-07 Revised: 03-15 6005 f' � • 1.3'I 3' -1.s'j 0 • - 0.7 STAPLES PER SQ. YD. 1.15 STAPLES PER SQ. YD. 4:1 SLOPES 3:1 SLOPES 0" • 20 J • 40 0 40 • • • • 3.75 STAPLES PER SQ. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET INA 6" (15—) DEEP X 6" (15cm) W IDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12" (30—) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2'5" (5-12.5—) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 Plate No. Revised: 03-15 6011 GRADING DETAILS NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 4'-0" Standard Plate Library City of Monticello Title: Conservation Easement Post Detail Date: 03-05 Plate No. Revised: 5020 03-15 03-ENG-117120-SHEET-DTLS-GRAD FEATHERSTONE 3RD ADDITION 9 I 9 MONTICELLO, MINNESOTA I � C 0 4x4 TREATED POST N S 3" WIDE BY 30" LONG BROWN R ALUMINUM SIGN WITH 1-1/2" V HIGH WHITE LETTERING 31 A T I 0 N 4'-0" E A 17" err �r GRADE SET POST IN QUICKCRETE FAST—SETTING CONCRETE OR APPROVED EQUAL. MIN 12" DIA HOLE 4'-0" Standard Plate Library City of Monticello Title: Conservation Easement Post Detail Date: 03-05 Plate No. Revised: 5020 03-15 03-ENG-117120-SHEET-DTLS-GRAD FEATHERSTONE 3RD ADDITION 9 I 9 MONTICELLO, MINNESOTA I W mINNESOTA- ISCONSIN PLAYGROUND City of Monticello Attn: Tom Pawelk 503 Walnut Street, Ste 1 Monticello, MN 55362 Phone: 763-271-3276 Fax: 763-271-3272 tom.pawelk@ci.monticello.mn.us Minnesota / Wisconsin Playground 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 1763-546-7787 Fax 763-546-5050 1 info@mnwiplay.com Featherstone Park D8857L RDU GameTime - PS17028 modified. (3) 38111 -- Tree Stump (3) 80000 -- 49" Sq Punched Steel Deck (2) 80001 -- 49"Tri Punched Steel Deck (1) 80082 -- Slide Transfer (4) 80167 -- Roof Ext 24" W/Rivet (8) 80198 -- Conifer Post Topper (1) 80656 -- Access Attachment 3'& 4' (2) 80924 -- Double Seat (1) 81530 -- Overhead Tree Climber Lnk (1) 81670 -- Crunch Bar (1) 81699 -- Bongos (1) 90099 -- 8' Rockscape Climber (2) 90271 -- 13' Upright, Alum (4) 90272 -- 14' Upright, Alum (12) 90273 -- 15' Upright, Alum (1) 90350 -- 5'-0 F5 Slide W/Hood (1) 90387 -- Rockscape Archway W/ Barrier (1) 90391 -- 3'-0" Overhead Climber Access Ladder (1) 90579 -- Double Swerve Slide (1) 90837 -- Animal Tracker Roto Gen (1) 90838 -- Sounds of Water Roto Gen (1) 90842 -- Single Spiral (1) 91150 -- Entryway - Timbers (3) 91151 -- Climber Entryway - Timbers (1) 91158 -- Enclosure - Timbers (Below Deck) (1) 91178 -- 3'0" Transfer Platform - Timbers (1) 91182 -- 5'0" Plank Climber - Timbers (1) 91185 -- 8'0" Plank Climber - Timbers (1) 91201 -- 2'0" Transfer System - Timbers (1) 91203 -- 3'0" Transfer System - Timbers (1) 91206 -- Arch Bridge - Timbers (2 Deck Span) Page 1 of 4 QUOTE #19712 09/14/2017 Ship To Zip: 55362 $85,203.00 $85,203.00 fu Minnesota / Wisconsin Playground 5101 Highway 55, Suite 6000 QUOTE Golden Valley, Minnesota 55422 #19712 m I N N E S O T A- I S C O N S H Ph. 800-622-5425 1763-546-7787 PLAYGROUND Fax 763-546-50501 info@mnwiplay.com 09/14/2017 Featherstone Park D8857L (1) 91207 -- Mini Arch Bridge - Timbers (3) 91212 -- Gable Roof - Timbers (1) 91222 -- Chimney - Timbers (1) 91245 -- 3'6" - 5'0" Leaf Scramble Up (2) G90262 -- 4' Upright, Galv (2) G90273 -- 15' Upright, Galv RDU GameTime - PT17008 w/ step. $16,630.00 $16,630.00 (4) 12025 -- 3 1/2" Uprt Ass'Y Alum 10' (2) 12026 -- 3 1/2" Uprt Ass'Y Alum 11' (2) 12068 -- 3 1/2"Uprt Ass'Y Alum 13' (1) 12726 -- Double Seat (2) 18200 -- 36" Sq Punched Deck P/T 1.3125 (1) 18679 -- Bongos (1) 19035 -- Optional Access Step (3'& 5') (1) 19079 -- Rumble & Roll Zip Slide (1) 19104 -- Ridge Climber (1) 19362 -- 3'-6"/4'-0" Zip Swerve Slide Left (1) 19407 -- Transfer System (Timbers) F Rise (1) 19632 -- Transfer Platform (Timbers) 3' (1) 19635 -- Rung Enclosure (Timbers) (1) 19637 -- Plank Climber 4' (1) 19656 -- Slant Roof (Timbers) (2) 19657 -- Slant Roof Ext (Timbers) RDU GameTime - Freestanding equipment. $5,145.00 $5,145.00 (1) 359 -- Frog Only (1) 388 -- Duck Only (2) 4893 -- "C"Spring-Loose Fill (1) 8561 -- 3 1/2" Zero -G Chair (2 -5) -Gale Chain (1) 8696 -- Encl Seat 3 1/211(8696) (2) 8910 -- Belt Seat 3 1/2"0d(8910) (1) 12583 -- Ada Primetime Swing Frame, 3 1/2" Od (1) 18827 -- Primetime Swing Add A Bay 3 1/2" X 8' 178749 GameTime - Owner'S Kit $50.00 $50.00 Page 2 of 4 fu W mINNESOTA- ISCONSIN PLAYGROUND Minnesota / Wisconsin Playground 5101 Highway 55, Suite 6000 Golden Valley, Minnesota 55422 Ph. 800-622-5425 1763-546-7787 Fax 763-546-5050 1 info@mnwiplay.com Featherstone Park D8857L QUOTE #19712 09/14/2017 SubTotal: $107,028.00 Grant: ($50,916.50) Freight: $6,599.26 Total Amount: $62,710.76 This quotation is subject to polices in the current Gametime Park and Playground catalog and the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment. Purchases in excess of $1,000.00 to be supported by your written purchase order made out to Gametime, c/o Minnesota/Wisconsin Playground. Pricing: f.o.b. factory, firm for 30 days from date of quotation. A tax-exempt certificate is needed at time of order entry for all orders whether from tax -supported goverment agencies or not. Sales tax, if applicable, will be added at time of invoice unless a tax exempt certificate is provided at time of order entry. Payment terms: payment in full, check submitted with order. Shipment: order shall ship within 30-45 days after GameTime's receipt and acceptance of your purchase order, color selections, approved submittals, and receipt of deposit, if required. 2017 Installation: Your request for installation has been noted but please keep in mind, typically installations of playground equipment, and any related work, stop mid to late October depending on weather conditions. Based on current work load/projected installation schedule, completion of your project cannot be guaranteed. Install costs herein have been calculated on ideal installation conditions, standard industry practices and in accordance with the project scope herein, should you wish to have your project completed within manageable winter conditions, please telephone your company contact to discuss winter installation processes and costs. Should you chose to have the install done next year, please make the necessary unloading and storage arrangements then as soon as weather allows your order will be scheduled to be installed. Exclusions: unless specifically included, this quotation excludes all site work and landscaping; removal of existing equipment; acceptance of equipment and off-loading; storage of goods prior to installation; equipment assembly and installation; safety surfacing; borders and drainage provisions. Order Information: Bill To: Ship To: Company: Project Name: Attn: Attn: Address: Address: City, State, Zip: City, State, Zip: Contact: Contact: Tel: Tel: Fax: Fax: Page 3 of 4 fu Minnesota / Wisconsin Playground 5101 Highway 55, Suite 6000 QUOTE Golden Valley, Minnesota 55422 #19712 m I N N E S O T A- I S C O N S H Ph. 800-622-5425 1763-546-7787 PLAYGROUND Fax 763-546-50501 info@mnwiplay.com 09/14/2017 Featherstone Park D8857L Acceptance of quotation: Accepted By (printed): P.O. No: Signature: Date: Title: Phone: Facsimile: Purchase Amount: $62,710.76 Page 4 of 4 up ACCESS BY OTHERS CONCRETE PAD 57'-0" BY OTHERS ---------- 38111 24' X 24' HIP 38111 TREE STUMP BORDER SHELTER TREE STUMP 91150 BY OTHERS —/ 81530 TREEISRIMP (TIMBERS) / CUMBER \ PLANK � — — OVERHEAD TREE 80656 80198 91151 G�ffi£12 \/ \ CUMBER ACCESS CONIFER POST 91245 91203 CUMBER ENTRYWAY MBERS) 60167(4) (UNK) ATTACHMENT TOPPER LEAF SCRAMBLE UP TRANSFER (TIMBERS) 91158 ROOF EXTENSION CONIFER P 91212 91178 91151 �MBS) ENCLOSURE (24'r/MEET) T Q+ OSTGM KERS F T1(TIMBERSSFER �ORM CUMBER ENTRYWAY l,• RISE) (TIMBERS) (P ) 91207 (TIMBERS) (BELOW DECK) 80824 24'—D" I90OVERX9 MINI ARCH _ DOUBLE BRIDGE _ SEAT CUMBER (TIMBERS) (BELGW) ACCESS EAD U U _S_ 5' = E. 1A00ER 91201 81670 __- WILDERSUDE TRANSFER SYSTEM INCAS CRU&1MRCH Z II (TIM IS SS (BELOW) SINGLE SPIRAL 80198 (y CONIFER POST - 80198 TOPPER -S- CONIFER POST 5' TOPPER 24'—O" � 90350 5' 110082 c'Hi NM�E1'� SLIDE F5 SPIRAL SUDS , u 90837 TRANSFER w/ HOOD ANINAL TRACKERS 91182 (ROTO'EN) 91206 ROCK99CME ' — — — — — — — — — — — — — LER PLANK CUMBER MCH BRIDGE DOUBLE GABLE ROOF (71MBERS SEAT90387 (TIMBERS) 91151 2 DECK S µ SEAT ROp(SCIPE ARCHWAY CUMBER ENTRYWAY (BELOW) S(BARRIER) (TIMBERS)80198 80198 // 19657 �= I1TOPPER CONIFER POST 19632 SLANT ROOF BD, 911 TOPPER / TRANSFER PLATFORM EXTENSION\ CONIFER POST (TIMBERS) (66' w/ CM) \ TOPPER SOUN OF WATER N J 19657 \croNF30ER19PoT 90579OF( ) SAFETY SURFACE 1903s SLANT ROOF \ TOPPER ZIP SUDE ENGINEERED ACCESS MEEXTENSION ATTACHMENT 196.56 WOOD FIBER u (66' w/ CM) SLAM ROOF — — — 71'-0" / 19 (TIMBERS) I CU �r RIDGE CUMBER I RUMBLE RUMBLE / 6 it ROLL / ZIP SLIDE TRANSFERsrSTEM — \ TIMBERS 18679 / VERIFY (I' RISE) BONGOS BELOW 19635 BELT BEAT PACKAGE LOANDION p96LANRUNG ENCL(TIOSURE I B91O / I 3 1/2' O.D. ORIENTATION \� 18827 CUMBER ) \ I rN10 P(AMDUMES NG 12726 \ BELT SEAT PACKAGE \ DO�BB¢ T ` I 3 1/2' O.D. \ 1�2 8686 I ENGMED TOT SFATD PApOGE 12583 / \ / PRIMETIME SWING \ \ I ZERO -G CHAIRPACKAGE (2 TO 5) I WITH LATCH.BEFORE3 1%2' TOPRAIL 6' \I HIGH WITH GALVANIZED CHAIN / 1 359 IL4893 ---- FROG I DUN 4893 C -SPRING C -SPRING / SAFETY \ / \" / ZONE 0 10 20 40 SCALE IN FEET Mfg. By: Sold 6 Distributed By: P.O. BOX 27328, Golden Valley, MN 55427 Featherstone Park �Garl�TrriP.° INNESOTw.WISCONSLN 763-546-7787 Fax 1-800-622-5425 763-546-5050 Monticello Minnesota Enrichng childhood Through Ploy. P S D E -Mail info@mnwiplay.com 9-14-17 I DWG. D8857L THIS PRINT IS THE PROPERTY OF MINNESOTA WISCONSIN PLAYGROUND INC. AND IS NOT TO BE USED, COPIED OR REPRODUCED WITHOUT THEIR EXPRESSED WRITTEN PERMISSION. I SCALE: 1" = 12'-0" Tots' Choice Sale Structure - AMirade Products I Markets I About I Planning Playground Equipment Sale! Specifications ADA: yes Capacity: 30-40 Ground Level Play: 3 Weight: 1,630 lbs (739 kg) View Available Color Schemes VIEW TOPVIEW Go to Galleries I Contact Page 1 of 2 Request a Quote Q Sale Price: $9,999 4 + Free Shipping!* Tots' Choice Sale Structure Model#.718-S181J Categories Playground Equipment Tot's Choice CONTACT YOUR REP VIEW ALL SALE ITEMS DOWNLOAD SALES FLYER Age Range: 2 - 5 years Elevated Play Activities: 5 Protective Area: 30' (9 1 M) x 26' (7.9M) DOWNLOAD CAD 'Condition. of Sale To qualify for the discountorders must be received by December 31, 2017 and shipped by January 15, 2018 All prices are shown in US Dollars and do not Include taxes. Installation costs, or safety surtacing costs. Free shipping is available in the contiguous 48 states only. for orders over $5,000 Must not be combined with any other offer Additional equipment ships free only when shipped with purchased promotion structure to the same location, In the contiguous 48 states only Colors may vary from shown. YOU MAYAl-SO LIKE THESE PRODUCTS http://www.miracle-recreation.com/product/tots-choice-sale-structure/ 9/13/2017 JAX Pack Three - Page 1 of 2 Go to Miracle Products I Markets I About I Planning I Galleries I Contact Request a Quote Q Playground Equipment Specifications Age Range: 5 - 12 years Weight: 940 lbs (436 kg) View Available Color Schemes Sale Price: $1,749 JAX Pack Three Model#. 477-003J Categories Climbers Freestanding. Freestanding Play CONTACT YOUR REP VIEW ALL SALE ITEMS DOWNLOAD SALES FLYER Fall Height: 5'-6" 'Conditions of Sale To qualify for the discount, orders must be received by December 31, 2017 and shipped by January 15, 2018 All prices are shown in US Dollars and do not include taxes, installation costsor safety surfacing costs Free shipping is available in the contiguous 48 slates only, for orders over $5 000 Must not be combined with any other offer Additional equipment ships free only when shipped with purchased promotion structure to the same location. in the contiguous 48 states only Colors may vary from shown YOU MAY ALSO LIKE THESE PRODUCTS 630• TYPHOON SLIDE WITH PVC STEPS Model: 65-759J POWER PEDALER, ARMS A LEGS WITH POST Model: 823 http://www.miracle-recreation.com/product/jax-pack-three/ 9/13/2017 Ten Spin - Go to Miracle Products I Markets I About I Planning I Galleries I Contact Playground Equipment el Sale Price: $2,399 Ten Spin Model# 304J categones Accessones, Freestanding Piay Page 1 of 2 Request a Quote Q Built to accommodate up to 10 kids at once, this popular, freestanding event allows children of all abilities to join in the fun by either sitting, kneeling, or standing. The Ten Spin is an inclusive freestanding product that allows children of all abilities to play together, while providing an essential sensory experience that supports child development. CONTACT YOUR REP VIEW ALL SALE ITEMS DOWNLOAD SALES FLYER Sensory Benefits In addition to the benefits of the rotary motion to support balance the cozy cocoon shaped seats offer postural support providing helpful boundaries for children who need help recognizing and adjusting the position of their bodies. Specifications ADA: Yes Capacity: 10 Protective Area: 20' (6 1 M) x 20' (6 1 M) View Available Color Schemes Age Range: 2 - 12 years Fall Height: 2' Weight: 1,000 Ibs (454 kg) http://www.miracle-recreation.com/product/ten-spin/ 9/13/2017 2 -Bay Arch Swing w/ 4 Belt Seats - Go to JkMiraele Products I Markets I About I Planning I Galleries Playground Equipment Specifications Age Range: 2 - 12 years Fall Height: 8' Weight: 2,026 lbs (919 kg) View Available Color Schemes �trrm Page 1 of 2 Contact Request o Quote Q Sale Price: $1,709 2 -Bay Arch Swing w/ 4 Belt Seats Model# 718-852-4SJ Categories Freestanding Play. Swings CONTACT YOUR REP VIEW ALL SALE ITEMS DOWNLOAD SALES FLYER Capacity:4 - Protective Area: 32'(9 8M) x 36'(1 IM) 'Conditions of Sale To qualify for the dlSCon [it, orders must be received by Cecember 31, 2017 and shipped by January 15. 2015 All pubes are shown in US Dollars and do not include taxes, installation costs- or safety surfacing costs Free shipping is available in the comiguoo5 48 states only -for orders over $5,000. Must not be combined with any other offer Additional equipment ships free only when shipped with purchased promotion structure to the same location, in the contiguous 48 states only. Colors may vary from shown YOU MAV ALSO LIKE THESE PRODUCTS O o v D a o e http://www.miracle-recreation.com/product/2-bay-arch-swing-w-4-belt-seats/ 9/13/2017 Center Stage Sale Structure - 4Miracle Products I Markets I About Playground Equipment Sale! Go to Planning I Galleries I Contact Specifications ADA: yes Capacity: 55-65 Ground Level Play: 4 Weight: 4,685 lbs (2,125 kg) View Available Color Schemes arra ao Page 1 of 2 Request a Quote Q Sale Price: $27,999 + Free Shipping!* Center Stage Sale Structure Model# 714-S539J Categories Center Stage, Playground Equipment Biba smart playground technology included! CONTACT YOUR REP l7r�nG��Y_t�71t9u[.7 DOWNLOAD SALES FLYER Age Range: 2 - 12 years Elevated Play Activities: 10 Protective Area: 44' (13.4M) x 38'(11 6M) VIEW TOPVIEW DOWNLOAD CAD `Condfdns of Sale To qualify for the discount orders must be received by December 31. 2017 and shipped by January I5. 2018 All paces are shown in US Dollars and do not include taxes installation costs or safety surfacing casts Fiee shipping is available in the contiguous 48 states only, for orders over $5 000 Must not be combined with any other offer Additional equipment ships free only when shipped with Purchased pneal structu e to the same location in the contiguous 48 states only Colors may vary from shown YOU MAYALSO LIKE THESE PRODUCTS + �L http://www.miracle-recreation.comlproducticenter-stage-sale-structure-714-s53 9jl 9/13/2017 Twin Rider - Page 1 of 2 Go to 4Miracle I'rcnll r, Markets I About I Planning I Gollerie, I Contact Request a Quote q Playground Equipment Specifications Age Range: 2 - 5 years Weight: 140 lbs (64 kg) View Available Color Schemes YOU MAY ALSO LIKE THESE PRODUCTS I tl I it F 1• Ji illy J J FLIPPO FREESTANDING SLIDE WITH P/C STEPS Model: 714-180S PEAK CLIMBER 2 -WAY Model: 438-2 Twin Rider Model# SR -608-1 Categories Freestanding Play Spring Riders CONTACT YOUR REP Fall Height: 1'-6" http://www.miracle-recreation.com/product/twin-rider/ 9/13/2017 Miracle Recreation Equip. Co. iracle 878 E. US Hwy 60 M Monett, 65708 1-800-325-5- 8828 Prepared For: Tom Pawelk City of Monticello 909 Golf Course Road Monticello, MN 55362 (763) 250-8651 (phone) tom.pawelk@ci.monticello.mn.us Ship To Address: Tom Pawelk Monticello Public Work -Parks 909 Golf Course Road Monticello, MN 55362 (763) 250-8651 (phone) tom.pawelk@ci.monticello.mn.us Quote Number: R0013173302 Quote Date: 9/13/2017 Valid For: 30 Days From Quote Date PlayArea_Q1 Product line: Freestanding Age group: 2-12 Components Project Name & Location Featherstone Park End User: QUOTE: R0013173302 CUSTOMER: 5536K02 Prepared by: Webber Recreational Design, Inc. 1442 Brooke Court Hastings, MN 55033 (651) 438-3630 (phone) (651) 438-3939 (fax) jwebber@webberrec.com Part Number Description Qty Weight Unit Price Total 304J TEN SPIN 1 1,000.00 2,399.00 2,399.00 6081 TWIN RIDER ONLY 1 140.00 1,002.00 1,002.00 7145029 (714S539J) 1 SQUARE DECK (ATTACHES TO 4 POSTS) 71453859 (714S539J) 1 CST 5' OCTAGON DECK FOR ROOF 714552 (714S539J) 4 5" OD X 136" POST (3' TO 5' DECKS) 7146385U (714S539J) 1 GROOVE II SLIDE VORTEX (5' DECK) 7146701U (714S539J) 1 CHAM II ENTRY & EXIT VORTEX (5' - 6'6" DECK) 7146705 (714S539J) 2 CHAMELEON II RIGHT SECTION 71471515 (714S539J) 1 CHINESE PANEL 7147234W9 (714S539J) 1 WIDE 4' BURMA BRIDGE 9/13/2017 QUOTE: R0013173302 Page 1 of 4 7147285 (714S539J) 1 BUMP & GLIDE SLIDE, ONE PIECE (5' DECK) 7147555 (714S539J) 1 HONEYCOMB CLIMBER (5' DECK) 7147631 (714S539J) 1 CRITTER PUZZLE PANEL 7147786 (714S539J) 1 INCLINED SPIDER CLIMBER (5'& 6'6" DECK) 714782 (714S539J) 1 CRUNCH STATION 714796P1 (714S539J) 1 BELL (POST MOUNT) 7148174B (714S539J) 1 DOUBLE POD SEAT 71485159 (714S539J) 1 SQUARE TRANSFER POINT W/CLOSED HR (5' DECK) 7148628 (714S539J) 1 ROOF FOR OCTAGON DECK, PERF STEEL 7149765 (714S539J) 1 BUMPER LADDER (5' DECK) 71499226 (714S539J) 1 COMMAND POST W/WHEEL 714999 CUSTOMER SERVICE KIT 1 714S539J CENTER STAGE 2 DECK SYSTEM 1 7185029 (718S181J) 2 SQUARE DECK (ATTACHES TO 4 POSTS) 7185493 (718S181J) 2 3 1/2" OD X 106" POST (3' DECK) 7185503 (718S181J) 4 3 1/2" OD X 200" POST FOR 3' DECK W/TOPPER 71866912P (718S181J) 1 PLAYCOVER PYRAMID 12'X 12', STANDARD FABRIC 718700 (718S181J) 1 5' SIDE-BY-SIDE SLIDE W/CANOPY (3' DECK) 71877431 (718S181J) 1 BONGO STEPS W/HAND SUPPORTS (3' DECK) 718796P1 (718S181J) 1 BELL (POST MOUNT) 7188153 (718S181J) 1 VERTICAL LADDER CLIMBER (3' DECK) 71885139 (718S181J) 1 SQUARE TRANSFER POINT W/CLOSED HR (3' DECK) 7188524SJ 3 1/2" OD ARCH SWG FRAME W/4 S/P SEATS MC 1 718900P1 (718S181J) 1 STEERING WHEEL (POST MOUNT) 7189071 (718S181J) 1 "L" SLIDE RH W/CANOPY (3' DECK) 7189763 (718S181J) 1 BUMPER LADDER (3' DECK) 718S181J TOTS CHOICE 2 DECK SYSTEM 1 9991 (714S539J) 1 BIBA ENTRY SIGN 9992 (714S539J) 1 BIBA 6 POST MARKERS 9/13/2017 QUOTE: R0013173302 0.00 4,685.00 0.00 0.00 27,999.00 27,999.00 1,709.00 1,709.00 1,505.00 9,999.00 9,999.00 Page 2 of 4 Totals: Notes: Total Weight: 7,690.00 lbs Equipment List: $43,108.00 Equipment Price: $43,108.00 Freight: $181.28 Installation: $0.00 SubTotal: $43,289.28 Grand Total: $43,289.28 This Quote shall not become a binding contract until signed and delivered by both Customer and Miracle Recreation Equipment Company ("Miracle"). Sales Representative is not authorized to sign this Quote on behalf of Miracle or Customer, and signed Quotes cannot be accepted from Sales Representative. To submit this offer, please sign below and forward a complete signed copy of this Quote directly to "Miracle Sales Administration" via fax (417) 235-3551 or email: orders@miraclerec.com. Upon acceptance, Miracle will return a fully -signed copy of the Quote to Customer (with copy to Sales Representative) via fax or email. THIS QUOTE IS LIMITED TO AND GOVERNED BY THE TERMS CONTAINED HEREIN. Miracle objects to any other terms proposed by Customer, in writing or otherwise, as material alterations, and all such proposed terms shall be void. Customer authorizes Miracle to ship the Equipment and agrees to pay Miracle the total amount specified. Shipping terms are FOB the place of shipment via common carrier designated by Miracle. Payment terms are Net -30 days from invoice date with approved credit and all charges are due and payable in full at PO Box 204757, Dallas, TX 75320-4757, unless notified otherwise by Miracle in writing. Customer agrees to pay all additional service charges for past due invoices. Customer must provide proper tax exemption certificates to Miracle, and shall promptly pay and discharge all otherwise applicable taxes, license fees, levies and other impositions on the Equipment at its own expense. Purchase orders and payments should be made to the order of Miracle Recreation Equipment Company. Quote Number: R0013173302 Quote Date: 9/13/2017 Equipment: $43,108.00 Grand Total: $43,289.28 CUSTOMER HEREBY SUBMITS ITS OFFER TO PURCHASE THE EQUIPMENT ACCORDING TO THE TERMS STATED IN THIS QUOTE AND SUBJECT TO FINAL APPROVAL BY MIRACLE. Submitted By Printed Name and Title Date THE FOREGOING QUOTE AND OFFER ARE HEREBY APPROVED AND ACCEPTED BY MIRACLE RECREATION EQUIPMENT By: Date: ADDITIONAL TERMS & CONDITIONS OF SALE 1. Use & Maintenance. Customer agrees to regularly inspect and maintain the Equipment, and to provide, inspect and maintain appropriate safety surfacing under and around the Equipment, in accordance with Miracle's product literature and the most current Consumer Product Safety Commission Handbook for Public Playground Safety. 2. Default, Remedies & Delinquency Charges. Customer's failure to pay any invoice when due, or its failure to otherwise comply with the terms of this Quote, shall constitute a default under all unsatisfied invoices ("Event of Default"). Upon an Event of Default, Miracle shall have all remedies available to it at law or equity, including, without limitation, all remedies afforded a secured creditor under the Uniform Commercial Code. Customer agrees to assist and cooperate with Miracle to accomplish its filing and enforcement of mechanic's or other liens with respect to the Equipment or its location or its repossession of the Equipment, and Customer expressly waives all rights to possess the Equipment after an Event of Default. All remedies are cumulative and not alternative, and no exercise by Miracle of a remedy will prohibit or waive the exercise of any other remedy. Customer shall pay all reasonable attorneys fees plus any costs of collection incurred by Miracle in enforcing its rights hereunder. Subject to any limitations under law, Customer shall pay to Miracle as liquidated damages, and not as a penalty, an amount equal to 1.5% per month of any payment that is delinquent in such month and is not received by Miracle within ten (10) days after the date on which due. 9/13/2017 Page 3 of 4 QUOTE: R0013173302 3. Limitation of Warranty/ Indemnity. MIRACLE MAKES NO EQUIPMENT WARRANTIES EXCEPT FOR THOSE STANDARD WARRANTIES ISSUED WITH THE EQUIPMENT, WHICH ARE INCORPORATED HEREIN BY THIS REFERENCE. MIRACLE SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE AND ANY LIABILITY FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. CUSTOMER AGREES TO DEFEND, INDEMNIFY AND SAVE MIRACLE HARMLESS FROM ALL CLAIMS OF ANY KIND FOR DAMAGES OF ANY KIND ARISING OUT OF CUSTOMERS ALTERATION OF THE EQUIPMENT, ITS FAILURE TO MAINTAIN THE EQUIPMENT, ITS FAILURE TO PROPERLY SUPERVISE EQUIPMENT USE, OR ITS FAILURE TO PROVIDE AND MAINTAIN APPROPRIATE TYPES AND DEPTHS OF SAFETY SURFACING BENEATH AND AROUND THE EQUIPMENT IN ACCORDANCE WITH MIRACLES INSTALLATION AND OWNERS MANUALS AND THE MOST CURRENT CONSUMER PRODUCT SAFETY COMMISSION HANDBOOK FOR PUBLIC PLAYGROUND SAFETY. 4. Restrictions. Until all amounts due hereunder are paid in full, Customer shall not: (i) permit the Equipment to be levied upon or attached under any legal process; (ii) transfer title to the Equipment or any of Customer's rights therein; or (iii) remove or permit the removal of the Equipment to any location not specified in this Quote. 5. Purchase Money Security Interest. Customer hereby grants, pledges and assigns to Miracle, and Miracle hereby reserves a purchase money security interest in, the Equipment in order to secure the payment and performance in full of all of Customer's obligations hereunder. Customer agrees that Miracle may file one or more financing statements, in order to allow it to perfect, acquire and maintain a superior security interest in the Equipment. 6. Choice of Law and Jurisdiction. All agreements between Customer and Miracle shall be interpreted, and the parties' obligations shall be governed, by the laws of the State of Missouri without reference to its choice of law provisions. Customer hereby consents to the personal jurisdiction of the state and federal courts located in the city and county of St. Louis, Missouri. 7. Title; Risk of Loss; Insurance. Miracle Retains full title to all Equipment until full payment is received by Miracle. Customer assumes all risk of loss or destruction of or damage to the Equipment by reason of theft, fire, water, or any other cause, and the occurrence of any such casualty shall not relieve the Customer from its obligations hereunder and under any invoices. Until all amounts due hereunder are paid in full, Customer shall insure the Equipment against all such losses and casualties. 8. Waiver; Invalidity. Miracle may waive a default hereunder, or under any invoice or other agreement between Customer and Miracle, or cure such a default at Customer's expense, but shall have no obligation to do either. No waiver shall be deemed to have taken place unless it is in writing, signed by Miracle. Any one waiver shall not constitute a waiver of other defaults or the same kind of default at another time, or a forfeiture of any rights provided to Miracle hereunder or under any invoice. The invalidity of any portion of this Quote shall not affect the force and effect of the remaining valid portions hereof. 9. Entire Agreement; Amendment; Binding Nature. This fully -executed Quote, as supplemented by Change Orders and invoices containing exact amounts of estimates provided herein, constitutes the complete and exclusive agreement between the parties. A Change Order is a written instrument signed by the Customer and Miracle stating their agreement as to any amendment in the terms of this Quote. Customer acknowledges that Change Orders may result in delays and additional costs. The parties agree that all Change Orders shall include appropriate adjustments in price and time frames relating to any requested amendments. Upon full execution, this Quote shall be binding upon and inure to the benefit of the parties and their successors and assigns. 10. Counterparts; Electronic Transmission. This Quote, any invoice, and any other agreement between the parties, may be executed in counterparts, each of which shall constitute an original. The facsimile or other electronic transmission of any signed original document and retransmission of any signed facsimile or other electronic transmission shall be the same as the transmission of an original. At the request of either party, the parties will confirm facsimile or other electronically transmitted signatures by signing an original document. 9/13/2017 Page 4 of 4 QUOTE: R0013173302 OOL-BIL 30115 301S -AB -301S 7M1N RIDER 608-1 X + D 0 0 0 Jn I � � gl W� O A m � � m O V V • N W • \N JA8 IOC, nNim= f+/1 A� D m HONEYCOMB CUMBER 5' 714-755-5 ESO7A•WISCO NSIN 1 gYGROUND