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Planning Commission Agenda 09-22-2009 AGENDA MONTICELLO PLANNING COMMISSION – SPECIAL MEETING September 22nd, 2009 6:30 PM Academy Room, City Hall/Monticello Community Center Commissioners: Rod Dragsten, Charlotte Gabler, Lloyd Hilgart, William Spartz, and Barry Voight Council Liaison: Susie Wojchouski Staff: Angela Schumann, Gary Anderson, Steve Grittman – NAC 1. Call to order. 2. Citizen Comments. 3. Consideration of adding items to the agenda. 4. Public Hearing - Consideration of a request for an amendment to Chapter 14, B-4 (Regional Business) District, of the Monticello Zoning Ordinance to allow Veterinary/Animal Pet Clinic/Hospitals and Domestic Animal Boarding, a request for Amendment to Planned Unit Development, and a request for a Conditional Use Permit for Veterinary/Animal Pet Clinic/Hospital and Domestic Animal Boarding in a B-4 (Regional Business) District. Applicant: Ryan Companies US, Inc. 5. Adjourn. ZONING ORDINANCE REVISION STEERING COMMITTEE MEETING TO BE HELD AT 5:00 PM Academy Room Planning Commission Agenda — 09/22/09 4. Public Hearing - Consideration of a request for an amendment to Chanter 14, B-4 (Regional Business) District, of the Monticello Zoning Ordinance to allow Veterinary/Animal Pet Clinic/Hospitals and Domestic Animal Boarding, a request for Amendment to Planned Unit Development, and a request for a Conditional Use Permit for Veterinary/Animal Pet Clinic/Hospital and Domestic Animal Boarding in a B-4 (Regional Business) District. Applicant: Ryan Companies US, Inc. (NAC) REFERENCE AND BACKGROUND Ryan Companies is seeking a series of approvals to accommodate the addition of a retail building to the Union Crossings project including Home Depot and Office Max. The addition would be occupied by Petsmart, which would require an amendment to the zoning ordinance allowing their use in the B-4 district by CUP. As such, the application includes a Conditional Use Permit for development stage Planned Unit Development for the construction of an inline retail center, an amendment to the zoning ordinance, and a CUP application for Petsmart to occupy the new building upon completion. ANALYSIS The subject site is located at the intersection of 7th Street East and Highland Way, between the Target and Home Depot properties. The site lies within the Union Crossings PUD. The parking lot and landscaping were installed during construction of the adjacent Home Depot and Office Max properties. The site relies on Planned Unit Development for shared parking, shared access. The lot itself was created by a revised plat processed earlier this year, Union Crossings 4th Addition. Comprehensive Plan: Monticello's Comprehensive Plan designates this area for commercial use. Zoning: The subject site is zoned B-4, Regional Business. The purpose of the B-4 regional business district is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. CUP/PLANNED UNIT DEVELOPMENT AMENDMENT A Planned Unit Development allows for flexibility in performance standards with the understanding that the development will be held to higher standards of site and building design than would ordinarily be required. It is the applicant's responsibility to design the development with significant benefits and communicate those benefits to the City for allowing a CUP/PUD. Planning Commission Agenda — 09/22/09 Setbacks. The site is zoned B-4, Regional Business. In this district, there are no minimum setback requirements. Parking. Parking areas were established at the time of the original PUD approval based on an expectation for retail use of the property. The number of parking stalls provided greatly exceeds the minimum requirement for the site. As stated above, the site relies on Planned Unit Development for a shared parking arrangement between tenants. It is expected that overflow parking from this use will rely on the excess parking stalls of the inline site to accommodate parking needs during peak periods. As such, the proposed parking is appropriate for the site. Landscaping. Landscaping on the site consists of existing plantings at the perimeter of the property and within the existing parking lot. No new plantings are anticipated as a result of this portion of the project. Landscaping in place exceeds required standards. Signage. Within commercial districts, the total area of all signs displayed on a lot shall not exceed fifteen (15) percent of the total building facade fronting not more than two (2) public streets. The sign plan for the center was considered at the time of the original PUD. The Petsmart addition is consistent with the anticipated signing concept. With regard to specific size, the Petsmart fagade is approximately 2,770 square feet in area, yielding a maximum sign area of 415 square feet. The sign proposal includes a Petsmart identification sign of 95 square feet, and a "Grooming" sign of about 15 square feet, a total of about 110 square feet overall in wall signage. The sign plan also illustrates a placard sign included on the shopping center pylon, at 48 square feet. Total signage proposed is 253 square feet, within the 15% cap allowed for this building. Access and Circulation. Access and circulation was established at the time of the original PUD and is in place for this project. Building Design. The applicant has submitted color elevations for all three sides of the building which are consistent with the existing building design. The building is proposed to consist of synthetic stucco with rockface masonry accents in varying earth tone shades. The front and east elevations will broken up with dark fabric awnings, gray tinted glass, and anodized metal cornices above each doorway. The rear elevation is of a similar design, with fewer aesthetic details. The back side of the building will be broken up by stepping forward portions of the fagade and using multiple earth tone shades. Service access for the building will be located on the back side. Planning Commission Agenda — 09/22/09 Grading, Drainage, and Utilities. Grading and drainage requirements were considered and implemented with the original PUD, as were utility installations. Additional comments from the City Engineer, if any, may be presented at the Planning Commission meeting. ZONING ORDINANCE AMENDMENT AND CONDITIONAL USE PERMIT The current zoning ordinance does not have an entry for retail pet supplies. Animal Pet Clinics and Pet Hospitals both are allowed in the B-3, Highway Commercial District by CUP, however, the conditional uses in the B-3 district do not roll over into the B-4 district. As such, new entries for these uses are proposed in order to accommodate the range of uses proposed for the Petsmart building. The first amendment would be to add the following to the list of allowed retail uses in the B-4 district: 14-2 [MM] Domestic pets and pet supply sales The second amendment would be to add veterinary clinics and hospitals and pet grooming to the list of conditional uses in the B-4 district. For this purpose, we have generally tracked the current language within the B-3 district conditional uses. Since the City is currently updating its zoning ordinance as a separate project, it will be important to trace this use between the two districts to coordinate language if appropriate. 14-4 [H] Domestic pet grooming and veterinary clinics and hospitals, with the following conditions: 1. Annual inspection by City's health officer at owner's expense. 2. All pets must be leashed. 3. Treatment to be limited to domestic household pets. 4. No outside pens or kennels. 5. No outside storage of carcasses. With this language, the City can grant a CUP to the Petsmart site for both grooming and veterinary care, along with permitting pet and pet supply retailing in the B-4 District. The amendments will allow for grooming, boarding, training as incidental uses to the retail and veterinary activities. The applicants have indicated that no outdoor activities would be a part of the Petsmart operation, consistent with these conditions. Planning Commission Agenda — 09/22/09 ALTERNATIVE ACTIONS Decision 1: Regarding the request for a Conditional Use Permit for Development Stage Planned Unit Development approval and Final Plat approval for a strip center with retail and commercial uses, the City has the following options: 1. Motion to recommend approval of the Development Stage Planned Unit Development, based on a finding that the proposed use is consistent with the intent of the existing PUD and the B-4 District, subject to the conditions outlined in Exhibit Z. 2. Motion to recommend denial of the Conditional Use Permit for Development Stage Planned Unit Development, based on a finding that the proposed use is not consistent with the intent of the existing PUD and the B-4 District, and the use may not be supported by the site. Decision 2: Regarding an amendment to the B-4 District establishing Pet and Pet Supply Sales as a permitted use, and Pet Grooming, and Pet Clinics and Hospitals as Conditional Uses. 1. Motion to recommend approval of the amendment, based on a findings that the amendment is consistent with the intent and purpose of the B-4 District, and that the uses would be consistent and complementary to similar retail sales and service uses. 2. Motion to recommend denial of the amendment, based on a finding that the proposed uses are not consistent with the intent of the B-4 zoning district. Decision 3: Regarding a Conditional Use Permit for Pet Grooming and Pet Clinics/Hospitals in the B-4 District. 1. Motion to recommend approval of the CUP, based on a finding that the proposed use will meet the conditions of the zoning ordinance and will be consistent with the intent of the B-4 district and the Comprehensive Plan. 2. Motion to recommend denial of the CUP, based on a finding that the proposal for the use cannot be found to meet the conditions of the zoning ordinance. STAFF RECOMMENDATION Ryan Companies is requesting a Conditional Use Permit for Development Stage Planned Unit Development to allow for an expansion of the shopping center area Planning Commission Agenda — 09/22/09 adjacent to the Office Max building. The site is part of the existing Union Crossings Planned Unit Development, which contains a mix of retail uses. The request is generally consistent with the recommendations made by staff during Concept Stage Review. In addition, the applicant is seeking an amendment to the B-4 District to allow for Pet and Pet Supply retail sales, and Pet Clinics and Hospitals by Conditional Use Permit. A CUP for Petsmart is also included in the application packet. The proposed use appears to be consistent with the intent of the B-4 District and the existing PUD. Staff recommends approval of the CUP for Planned Unit Development, the zoning district amendments, and the CUP for Petsmart, subject to the conditions outlined in Exhibit Z. SUPPORTING DATA Exhibit A: Applicant Narrative — Text Amendment and PUD Amendment Exhibit B: Site Plan Exhibit C: Grading/Erosion Control Plan Exhibit D: SWPP Plan Exhibit E: Utility Plan Exhibit F: Civil Details Exhibit G: Landscape Plan Exhibit H: Landscape Details Exhibit I: Photometric Plan Exhibit J: Building Elevations Exhibit K: City Engineer's Comments, September 181h, 2009 Exhibit Z: Conditions of Approval EXHIBIT Z Conditions of Approval Petsmart — Union Crossings 4th Addition 1. All wall pack lighting shall be full cutoff lighting to reduce glare. 2. The applicant shall revise the plans to comply with all recommendations of the City Engineer as described in the letter dated September 18th, 2009. RYAN COMPANIES U INC. OVA N® 50 South Tenth Street, S.ie,. ie 300 Minneapolis, MN 55403-2012 612-492-4000 tel BUILDING LASTING RELATIONSHIPS 612-492-3000 fax September 8, 2009 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: REQUEST FOR PLANNED UNIT DEVELOPMENT (DEVELOPMENT STAGE, AND CONDITIONAL USE PERMIT; LOT 2, BLOCK 1, UNION CROSSING 4TH ADDITION Dear Ms. Schumann: Per our discussion, Ryan Companies US, Inc. is pleased to present the attached application for a Planned Unit Development (Development Stage) and conditional uses on behalf of Petsmart, Inc. The aforementioned Planned Unit Development (Development Stage) and conditional uses are being submitted under the requirements of the B-4 Regional Commercial District (per test amendment) and original approved Union Crossing PUD for permissible uses within the zoning district. Signage shall remain consistent with the approved Union Crossings PUD per the attached signage exhibits. PetSmart tenant sign shall be added to "Sign 1" along Highway 7. Following is a summary of PetSmart's operations: OVERVIEW PetSmart currently operates approximately 908 stores in North America with annual sales exceeding $3.8 billion dollars and employs over 37,000 associates. Founded in 1987, PetSmart is the leading worldwide operator of retail stores specializing in the sale of small pets, pet food, supplies, accessories, veterinary care, pet grooming, training, and boarding services. The vision of PetSmart is to be the preferred provider for the lifetime needs of pets. In this respect, PetSmart provides the total lifetime needs of pets such as adoption, nutrition, health care, shelter, and proper pet and owner education. The PetSmart store is approximately 20,000 square feet to be comprised of retail sales area with accessory uses to include a veterinary healthy facility, a grooming facility, pet adoption area, and a training area. The remaining area of the store is for offices, storage, and facility support. Relying on a single company and facility to serve all the needs of a family member requires trust. PetSmart is building that trust — from the moinent a pet joins a family, providing AZ LICENSE ROCI95813 CLASS 841 COM ROC212330 CLASS 8.01 RES CA LICENSE 342487 FL LICENSE CGCIS06553 CGCi511373 CGCI%M771 f411fAOn 11 I ICFNSF OCe"Al1A OR I lrENSF 161167 WA 1 —,c--..IIRn — Ms. Angela Schumann 9/8/2009 Page 2 BUILDING LASTING RELATIONSHIPS products, services and solutions to nourish and build the bond between pets and people. The ability of PetSmart to participate in the bond between pets and people is rewarding and distinguishes PetSmart by the services offered for every stage of a pet's life. VETERINARY FACILITY (CONDITIONAL USE The PetSmart veterinary facility is a high quality, full service veterinary care facility located within the PetSmart store in a 1,933 square foot (approximate size) area and operated by our Banfield licensed affiliate. The veterinary services are provided by properly licensed professionals and generally consist of outpatient care, routine examinations and vaccinations, pharmacy, dental care, and most surgical procedures. All medical waste is properly contained and handled by experienced qualified operators in accordance with established policies and local regulations. Boarding or keeping of pets is not offered by the vet as a separate service; however, an overnight stay may be required for the safety and/or well being of a pet. SCHEDULE Ryan is requesting a special meeting to address the accelerated approval per the following schedule: Planning Application Submittal Tuesday, September 8, 2009 Building Application Submittal Friday, September 18, 2009 Planning Commission Meeting Tuesday, September 22, 2009 City Council Meeting Monday, September 28, 2009 If you have any questions or require additional information for the PUD Amendment and for the Conditional Use Permit, please feel free to call or email at your convenience. Sincerely ampmeyer Senior Director of Retail Sales & Leasing Enc. C: Andy Whitaker, PetSmart, Inc. Clark Lohr, Ryan Companies US, Inc. Wayne Sicora, Ryan Companies US, Inc. Dave Williams, Ryan Companies US, Inc. 0 -11 1 --Tr --11 E FFS-2 - F- EIPS-1 — I JEXTERIOR ELEVETAJON I CMU-: CVU-2 PETSMART 2 IFRONT EXTERIOR ELEVATION PETSMART 3 IREAR EXTERIOR ELEVATION EXTERIORIVIATERIAL AND FINISH SCHEDULE T, - "ll -i CAIU.2 PT -4 Tc PT -5 E -'LL , F- cmu-3 BAtC ,c �z- Tz: E -[ FcQ,,B7 tZ:.-EAL. :A- A -H "I %- CNIU4 F2 Tcl FIFS 1 12 17FS-V = 7--.- 1::%7- -'N- ckluo Rp— EI -FS---: —INT -t'RVW, 'ILL f—,L- r—, EIFSA TC. FT I N- SF -i :a:; T ---.cur PT,2 :=-5: AW -1 < II,— �- 0 UJU) Of LU Z Z �� -j z z600 0LLI 4-9 m in C-) 0 z z 00 � r - o INA, IN MICHAEL CRISLIP ARCHITECT A Job N, 12019 CGS ELE. M.t.d cra UNION CROSSR?^r JW Oft OVAP --q � _' L_ TARGET �' .a SIGN I SIGNS 2, 3, 4 & 5 6w 411� -a Tk MAN7 m V'r t' SIGN 6 a SIGN 7 CYAN' BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC, 50 South Teth Svrvrt, Suite 300 Mi.e,c"I6,.MN 333#63-2012 612-492-4000 tel 612492.3000f- V"WWAYANCOMPANTF.S.COM PROJECT NAIME UNION CROSSINGS LocxnoN NIONTICE11,0, MINNESOTA SHFFTTMTl SIGNAGE EXHIBIT RFIVISIONS NAME #XXX( SHEf"T' NUMBER 2 DRAWN BY CHECKED BY CAB sis JOB NUMBER DATE 209-109 8/13/08 02008 Westwood Professional Services, Inc. CSNT R£=954.78 / / IE -947.41 / "- -- `\ �T TK� CRO- CROSStGY� \ ADD ..\ 0 \ -\f , 0 sA \ T \� r e >a A.v, \ \ ;IrIST FLVL1�/llG. \ Y/IYIIJ P/IIYI ^ I1 n ITI/l A l ®s SANITARY MANHOLE CATCH RASW ® UNKNOWN MANHOLE ® / 11T —$Ar+-- SANITARY SEWER —Sro— \ —WAT— / / CURB B GUTTER Westwood Profeulonal Servkec, Inc 3701 12th St N., SUft 2% St aoud, MN SUM PHONE 320-253-%95 fAX 320.253.8737 TOLL FREE 1.600.270-9495 West%%'00d www.wertwoodpLwm S ` \ 000111 F \ 1 IE=946.68 'q4 \ \ 4 `X " 9 do \\ \\\ 1 R£=93521 �L7 \ 01 / / R£ -95F.44 IE=939.44 �CB � RE=955.76 i 1£-949.35 ca o° RE=956.9 NEIE=945.13 SE/E-=945.88 z RE -957.30 I£=948.56 e �3 ?y 0 / s'50� l Asti CCB RE=956.54 !6-952.54 ST14H RE=956.84 W1E=945, 07 E/E-951.44 I e..eey «.uty thAt this pLa w., prgwod by >,s, w wader say atara .aa tha r .e< . anty tlom.ed LAM RMvayoa Rcrla� new: cul Prepared for the laws ea smta o1 6-18-09 UTUTES BGB � xt3c Ryan Companies US, Inc. Nit Date74 11aeeaa No. 4%73 Record Dnwdaa m/detc Minneapolis, Minnesota SEC. 13, T. 121 N., R. 25 W. VICINITY MAP NO SCALE LEGAL DESCRIPTION: Lot 2, Block 2, UNION CROSSINGS, according to the recorded plat thereof, and situate in Wright County, Minnesota. SURVEYORS NOTES Proposed Lots 1 and 2 ore based on the proposed plot of Union Crossings Fourth Addition and will become valid upon the filing and recordation of said plat. Area Summary. Proposed Lot 1: 1.53 acres/66,669 sq, ft. Proposed Lot 2: 4.70 acres/204,578 sq. ft. Total (EXISTING LOT 2, BLOCK 2): 6.23 ocres/271,247 sq, ft. UnionDate 1/19/09 2009500oCTFOl.dw9 Crossings Certificate of Survey Monticello, Minnesota RYAN BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612492-3000 fax V,1W W.RYANCOMPANIES.COM PROJECT NAME PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE CERTIFICATE OFSURVEY REVISIONS 09/08/2009 - LAND USE APPLICATION a qCP I u inn! µ is I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. WAYNE T. SICORA REGISTRATION NO. DATE 42676 09/08/2009 0 2Wa RYAN COMPANIES US, INC. JOB NUMBER HISTORY SHEET NUMBER LEGEND 0 POST 0 STORM MANHOLE >a GATE VALVE I& HIDRANT ®s SANITARY MANHOLE CATCH RASW ® UNKNOWN MANHOLE ® EXIS77NG BUILDING —$Ar+-- SANITARY SEWER —Sro— STORM SEWER —WAT— WA TERMAIN CURB B GUTTER ELEVATIONS ARE BASED ON MN/DOT GEODETIC STATION BAUER MNDT AZ MK ELEVATION = 957.377 FEET (NA VD 88) BEARINGS SHOWN ARE BASED UPON THE PLAT OF UNION CROSSINGS 50 0 50 100 150 Scale in feet O Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 45873 • Denotes found p.k. nail UnionDate 1/19/09 2009500oCTFOl.dw9 Crossings Certificate of Survey Monticello, Minnesota RYAN BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612492-3000 fax V,1W W.RYANCOMPANIES.COM PROJECT NAME PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE CERTIFICATE OFSURVEY REVISIONS 09/08/2009 - LAND USE APPLICATION a qCP I u inn! µ is I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. WAYNE T. SICORA REGISTRATION NO. DATE 42676 09/08/2009 0 2Wa RYAN COMPANIES US, INC. JOB NUMBER HISTORY SHEET NUMBER C1 DRAWN BY CHECKED BY CDL WTS JOB NUMBER DATE 2494-000 09 108 120D9 BE O i i — — — SERVICE ACCESS HIGHLAND WA Y A CUSTOMER ACCESS EXISTING SID E ..�.... � _ _ � �-�..,•_e,� � � � � �_ _ ' i~ —----- — — — — — — ------------------------- j I I — — — — — — — I t I I 1 I pl I I I I I I I I )I +— 4q'± j I I fi I I I j I z i I I i I o� I I I o. I I al I I o �I II I I IPROPOSED LOT LINE 20' i I I EX. UTILITY I ESMT, I I I FIRE RISER sK OVERHEAD DOOR — GARBAGE ACCESS I I •I I • — I GAS SERVICE I I & METER 1400 SF TRASH ; ,I I ENCLOSURE. VINYL CHAIN I LINK W/ IPRIVACY SLATS I s I r .s5'' 1 I I I %r f RETAIIN, NG o° I WALL W/ I GUARD; RAILS ELECTRIC TRANSFORMER •° y I'RI I j n, V (2) 4' LOADING DOCKS b ®a. PETSMART 18,179 SF 122.67' LS SHN (5.39/1000 P ARKINOGWRATIO) u _ HEAVY DUTY" 14EAR COURSE (MNDOT 2350, MVWE35035E) PAVEMENT SEC77ON /N 2" BASE COURSE (MNDOT 2350, MVNW25035E) REAR OF BUILDING 9" CLASS 5 AGGREGATE BASE (MNDOT 3138) 1 CUSTOMER ACCESS ie jI it —,...:�.•...�. .•^.r—�.r.• _-:.•--, L I I I I I I I I I I I: t I I I ! O� , 6.68' ` PROPOSED L u 1 + 20 CURB RAMP /J I I �— ADA COMPLIANT DETECTABLE 125' I EX. UTILITY I Y WARNING STRIP KMIN) I ESMT. i ; 34 ;r .; j I I (TYP) I I ! n —30' �'R�f3F�SED.LOT LI � \\\ I 1-- 1✓_ — — — — — - - may. PROOS D LOREA PI I T i4 �— (TIP—OUT) CURB I I — — — ) I 25' I �•' `* r . I :� (MIN) 1 I ? �50 I 19.00, I l (TYPI) I (MIN) 1 lP 14, • I i ! T i G I N Q� 30' 1 f I I EX, UTILITY 1 I ESMT, 1/2" EXPANSION JOINT EVERY 60'(I AX.), PAVEMENT SECTIONS, BUILDING ED 1/4" STEEL BULLNOSE GE, AND CURB EDGE. EXPANSION JOINT TO INCLUDE EXPANSION CAP(ZIP STRIP), VINYLEX REMOVABLE CAP STRIP OR s EDGES AND JOINTS I c I APPROVED EQUAL. CONTRACTION JOINT EVERY 6' OR PER PLAN. t G I CAULK AT EXP. JOINTS TO BE APPROVED BY OWNER'S CONCRETE SEALANT REPRESENTATIVE. 4" CONCRETE WALK WITH 6X6 10/10 WELDED WIRE I MEDIUM BROOM FINISH MESH, DEPTH PER GEOTECHNICAL RECOMMENDATION. — — 1 PROVIDE DOWELS BETWEEN PAVEMENT SECTIONS, AS DIRECTED BY OWNER. MEMBRANE CURING COMPOUND (200 SF/GALLON) 6" CL -5, DEPTH PER 101FIM r, 4 GEOTECHNICAL RECOMMENDATION COMPACTED, —� APPROVED SUBGRADE TYPICAL SIDEWALK DETAIL NOT TO SCALE SITE NOTES: 1, EXISTING LEGAL DESCRIPTION: LOT 2, BLOCK 1, UNION CROSSINGS FOURTH ADDITION 2. EXISTING PARCEL AREA: 4.70 ACRES 3. PROPOSED LEGAL DESCRIPTION: LOT 1, BLOCK 1, UNION CROSSINGS FIFTH ADDITION 4. PROPOSED PARCEL AREA: 1.97± ACRES 5. EXISTING / PROPOSED ZONING: 84 REGIONAL BUSINESS DISTRICT (PUD — UNION CROSSINGS) 6. EXISTING PARKING PROVIDED: 98 STALL (HC INCLUDED) 7. PROPOSED BUILDING AREA: 18,179 SF 8. PROPOSED PARKING RATIO: 5.39 / 1000 SF SITE CONSTRUCTION NOTES: 1. CONTRACTOR MUST FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS INCLUDES ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, FACE OF BUILDING, EDGE OF PAVEMENT, OR TO PROPERTY LINE UNLESS OTHERWISE NOTED, VERIFY AND COORDINATE ALL BUILDING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL PLANS. 3. CONCRETE SIDEWALK & STEPS TO BE CONSTRUCTED BY ARCHITECTURAL BUILDING CONTRACT AND IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. CONSTRUCT CURB FOR FOR FUTURE PEDESTRIAN RAMPS. SEE CITY STANDARD DETAIL FOR PEDESTRIAN RAMP. 4, ALL CURB TO BE CONCRETE B612 UNLESS OTHERWISE NOTED, 5. FULL SIZE 90- PARKING SPACES IS 9'X18' WITH DRIVE AISLES 25', UNLESS OTHERWISE NOTED. 6. BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY WITH ARCHITECTURAL PLANS. 8. PROJECT TO MEET ADA AND LOCAL ACCESSIBILITY REQUIREMENTS. 9. MATCH INTO STREET PAVEMENT AND CURB. EXTEND STREET DRIVEWAY RADIUS AND/OR TAPER CURB AS NEEDED. LEGEND PROPOSED EXISTING PROPERTY LINE RIGHT OF WAY EASEMENT LINE CURB LINE EDGE OF BITUMINOUS EDGE OF CONCRETE LIGHT POLE SIGN HANDICAP PARKING 0 30 60 --1 !SCALE IN FEET RYAN BUILDING LASTING RELATIONSHIP RYAN COMPANIES US, IN( 50 South Tenth Street, Suite 3d Minneapolis, MN 55403-201 612-492.4000 to 612492-3000 fa W W W.RYANCOMPANLES.COh PROJECT NAME PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE SITE PLAN REVISIONS 09/08/2009 - LAND USE APPLICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota- WAYNE T. SICORA REGISTRATION NO. DATE 42676 _ 2910812009 0"'M RYAN COMPANIES US, INC. JOB NUMBER HISTORY SHEET NUMBER C2 DRAWN BY CHECKED BY COL WTS JOB NUMBER DATE 2494-000 09/08/2009 001 Me I li. f '} �� S ``` \ \``,�• ` . a vim+`' 50 South Tenth Street, Suite 300 ZONE (REFER TO DETAIL). j TEMPORARY EROSION CONTROL TO BE PLACED AROUND -:w±'_•'�'a.._ '�—�._. _, _• 's SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE — — — — — — — — — — — — — „s-r-...�pP• fli � — t ,I � ii E E •I 1� Y. SEDIMENT TRACKED OFF—SITE, AS A RESULT OF .b� B SWEPT ON A DAILY BASIS. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, UNION CROSSINGS SEED, WOOD FIBER BLANKET OR PAVED SURFACE WITH '� 3'' / mss,: -4.,s,'_ a�� I I r• i �+t. t. i ~ � t Y _�"`•id' "'mow ' � —.... v� 3y • a... cA_ � f .4 I t — t-------------------------- I —----------- " ----- —�__ —-------------- ---- — `-.. -� - ' I I I I »+ I - IOLET Pf O CTION S E DETAIL) I I 50'X25' ROCK I I I, CONST. ACCESS (SEE DETAIL) !'L; 2' mx lzal SILT FENCE (SEE DETAIL) COORDINATE FINAL LOCATION WITH CONSTRUCTION STAGING +- SEE SHEET C4 GRADING PLAN INSET I 1 1 I I + 1 1 ?I I 1 i — INSET, PROTECTION 1 (SEE TAIL) 1 , IN IE pN / DETAIL) __ 1 957 II r l I .. ..� 3 ` 7 I ( N 1 F '74:e 5 rn J I t I I 1 I j J: M i { i � 1 ^'`tw-•fr�"i.a �,i• Y t i t I i !j Ir,. -n 1 � � ,� { i T i RADING PLAN INSET SEE S-HEErC4 . �..�. j _..1•. —� F—� —T— {fit �d�p,ow_ ___- I t ' _. _. -----------If hr �,, I i � I 11 I� �„ I '• � s� t I rs---- — -- — — — — — — — —— — —'—�i — — — — — J—� i — — — — s^� !_ A_ S<< a ALI'14 EROSION CONTROL NOTES CYAN' ALL EROSION CONTROL MEASURES MUST BE INSTALLED BUILDING LASTING RELATIONSHIPS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED li. f '} �� S ``` \ \``,�• ` . a vim+`' 50 South Tenth Street, Suite 300 ZONE (REFER TO DETAIL). j TEMPORARY EROSION CONTROL TO BE PLACED AROUND 612-492.4000 cel 612492-3000 fax STORM SEWER STRUCTURES DURING CONSTRUCTION (REFER TO DETAIL). WWW.RYANCOt"ANIES.COM SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE PROJECT NAME `` `�!�T't � �•' I � fli � — t ,I � ii E E •I 1� Y. SEDIMENT TRACKED OFF—SITE, AS A RESULT OF .b� B SWEPT ON A DAILY BASIS. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, UNION CROSSINGS SEED, WOOD FIBER BLANKET OR PAVED SURFACE WITH '� 3'' / mss,: -4.,s,'_ a�� I I r• i �+t. t. i ~ � f .4 I t ' 5 rn J I t I I 1 I j J: M i { i � 1 ^'`tw-•fr�"i.a �,i• Y t i t I i !j Ir,. -n 1 � � ,� { i T i RADING PLAN INSET SEE S-HEErC4 . �..�. j _..1•. —� F—� —T— {fit �d�p,ow_ ___- I t ' _. _. -----------If hr �,, I i � I 11 I� �„ I '• � s� t I rs---- — -- — — — — — — — —— — —'—�i — — — — — J—� i — — — — s^� !_ A_ S<< a ALI'14 EROSION CONTROL NOTES CYAN' ALL EROSION CONTROL MEASURES MUST BE INSTALLED BUILDING LASTING RELATIONSHIPS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED RYAN COMPANms us, INC. WITH CRUSHED ROCK ACROSS FULL WIDTH, FROM ENTRANCE POINT TO 50 FEET INTO CONSTRUCTION 50 South Tenth Street, Suite 300 ZONE (REFER TO DETAIL). Minneapolis, MN 55403-2012 TEMPORARY EROSION CONTROL TO BE PLACED AROUND 612-492.4000 cel 612492-3000 fax STORM SEWER STRUCTURES DURING CONSTRUCTION (REFER TO DETAIL). WWW.RYANCOt"ANIES.COM SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE PROJECT NAME REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY pETSMART STORE # 1719 SEDIMENT TRACKED OFF—SITE, AS A RESULT OF CONSTRUCTION TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, UNION CROSSINGS SEED, WOOD FIBER BLANKET OR PAVED SURFACE WITH 14 DAYS. LOCATION MONTICELLO MINNESOTA SHEET TITLE OVERALL GRADING, DRAINAGE & EROSION CONTROL PLAN REVISIONS 09/08/2009 - I..AND USE APPLICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. WAYNE T. SICORA REGISTRATION NO. DATE 42676 09 108 12009 © 2008 RYAN COMPANIES U5, INC. JOB NUMBER HISTORY SHEET NUMBER C3 O 30 60 DRAWN BY CHECKED BY CDL WTS SCALE IN FEET JOB NUMBER DATE 2494-000 09108 / 2009 L RYA BUILDING LASTING RELATIONSHIPS I I I RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolia, MN 55403-2012 I 612-492-4000 tel I 672-492-3000 fu ® C3__ 957.1$ 157.6 -� WWW.RYANCOMPANIES.COM _ 58. i s PROJECT NAME - PETSMART STORE # 1719 56.00 s 5787 v 1 ;2 S I J I UNION CROSSINGS -- s I 957:876 A 51.96 J LOCATION ® s s J I s i MONTICELLO MINNESOTA LLM 0 5Tr96 4 1 1 I J 57.15 ,' SHEET TITLE A ASL fir Ar-M%F I 957.87957. s S _ _ J■ 9�7.7Y .. 1 57.15 1 957.1 I GRADING, DRAINAGE a & EROSION CONTROL 5t.96 s I PLAN INSET S REVISIONS I 09/08/2009 - LAND USE APPLICATION ®■ s I I 957.96957.87 I roe ■ - e s X957?101 I ° :e 957.8LU ei; I I_... _ , A 9,57.06 `--,... -. 57.8 �'— — 957.5 1 .. 9 .87 57.06 J - ., um 958890 s I s s I �— _j L s _ I v s � I L 4 s A J — S 4 4. L_1_1_J 957.9 I I hereby — s 1 s I 57.99 certify that this plan, specification, or report was prepared by ma or under my direct supervision and that I am a duly Licensed GRADING (VOTES Professional Engineer under the laws of the State of Minnesota. 957. 57.33 CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO f THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES wnvNET.slcoRn OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 or REGISTRATIONNO. DATE 1-800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR 42676 09108/2009 TO EXCAVATION. RYAN iD# 1410 ©2008 RYAN COMPANIES US, INC CONTRACTOR SHALL STRIP, STOCKPILE AND RE—SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS TO BE SODDED OR JOB NUMBERHISTORY SEEDED. THE SITE GRADING OPERATIONS, WHEN COMPLETED, SHALL RESULT IN ALL AREAS BEING GRADED TO "PLAN SUBGRADE ELEVATION". THIS "PLAN SUBGRADE ELEVATION" SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING AND PAVEMENT AREAS. THE "PLAN SUBGRADE ELEVATION" IN THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS SHEET NUMBER AND REFERRING TO PAVING PLAN FOR LOCATIONS AND LIMITS OF VARIOUS PAVEMENT SECTIONS. �� REFER TO SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. DRAWN BY CHECKED BY 0 XX xx CDL WrS SCALE IN ��• JOB NUMBER DATE 2494-000 09/00/2009 �a I I PROPOSED LOT LINE " 1 I I I I I GAS SERVICE, METER j & SHUT OFF VAL I I I • I I I I I I i I I I I 6" DIP FIRE SERVICE I I I I I I & 10 LF OF TYPE K COPPER DOMESTIC WATERCOPPER SERVICE I DOMESTIC WATER LINE " I (FIEL[9 VERIFY INV) f • I s S I •- I V Aj >. • i �! I =: 1 pQ � 3 »71 I F I •, m 4 e �, a s 6BMH#2 :.. — .._. ...<,< S RIM=953.4 .. I I I 3 S I 'REMOVE 17 LF '�" WATERMAIN s S I & INS TALL 60' BEND S� , \I B"�(6" REDUCER I NNHCT TO _ I I 22 LF 5" HDPE10 0.76.76 / I s s S #1 S \ — RIM= 4.76 INV. 48.57 I r. __-_f la UNBERGROI�ND GAS' ' ' r I I __�—��lu��w� Boa � x+•�—� ,�, aa�_��_�^'nY"L-w�ti4'' �� 2-3" CONDUITS FOR FUTURE FIBER OPTIC & TELEPHONE/COMM CONDUIT & UNDERGROUND ELECTRIC IN JOINT TRENCH I I I I TRANSFORMER SET ON CONCRETE PAD EXISTING LOT LINE I I I •` I I I I. I :r I I I I ' • I I I ' I i I I I I I I I I I I I I I I I I I I it I I L 22 LF 1 ® 1% I 4' PETSMART FFE: 958■00 REMOVE LF 6" SANITARY SEWER. INSTALL L 6" WYE &CLEAN—OUT CONNECT EXTERNAL W/ CAST IRON CASTING DOWNSPOUTS TO 8" RIM=957.80 STORM SEWER RISERS LOCATION TBD 6" WYE & CLEAN—OUtE w W/ CAST IRON CASTIN _ RIM=957.96" SANITARY SERVICINV=967.2 z, L ri L/ i T t T 3 1 �. .M1AX, 7 WJTILITY'NOTFS\ 4 CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 1-800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. RYAN ID# 1410 WATER MAIN, SANITARY SEWER & STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. REFER TO SITE PLAN FOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT. ALL WATER PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS OTHERWISE NOTED. /it/ / RYAN BUILDING LASTING RELATIONSHIPS A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL '; WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY g REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. CONTRACTOR SHALL MAINTAIN AS—BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. i r WAYNE T. 81CORA REGISTRATION NO. DATE 42676 09/08/2009 O 20" RYAN COMPANIES US, INC JOB NUMBER HISTORY N SHEET NUMBER C6 DRAWN BY CHECKED BY O 10 20 CDL WTS JOB NUMBER DATE SCALE IN FEET 2494-000 09/08/2009 1 1 f I RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 30C Minneapolis, MN 55403-2012 ' 612-492.4000 tel I 612-492.3000 fax s � I W W W.RYANCOMPANIES.COM s I PROJECT NAME PETSMART s ' STORE # 1719 r J � V s s I 3 I UNION CROSSINGS I � I s LOCATION I MONTICELLO s I s s i MINNESOTA s s I SHEET TITLE IS I UTILITY i ` I PLAN INSET S I�� I REVISIONS I I S y I I sE:• I 09/08/2009 - LAND USE APPLICATION s Is I I A 1. A " I s 5 I I s 10.00 t o I I 3 s® J s� I J J F _ I S A s I I I hereby certify that this plan, ". s I specification, or report was prepared by me or under my direct supervision A J s I and that I am a duly Licensed • ,� Professional Engineer under the laws " of the State of Minnesota. A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL '; WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY g REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. CONTRACTOR SHALL MAINTAIN AS—BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. i r WAYNE T. 81CORA REGISTRATION NO. DATE 42676 09/08/2009 O 20" RYAN COMPANIES US, INC JOB NUMBER HISTORY N SHEET NUMBER C6 DRAWN BY CHECKED BY O 10 20 CDL WTS JOB NUMBER DATE SCALE IN FEET 2494-000 09/08/2009 A) Installation WIRE FENCING---, STEEL 'T" POST SET 54" POSTS, STAPLE THE WIRE 4' MAX SPACING 18" INTO SOIL AND 2 MESH FENCING TO EXCAVATE A EACH POST TRENCH 6' x B" TRENCH OD 6"X 6' \ U E: LINE ALONG \1 THE LINE L THE POSTS IIIi.IE BII� III HIE® -ISI WF�II Ill�tll�llll I lMITI a FILTER FABRIC 3 ATTACH THE FILTER 4 BACKFILL THE TRENCH FABRIC TO THE AND COMPACT THE WIRE FENCING AND EXCAVATED SOIL THE TRENCH COMPACTED BACKFILL qq- IIIIgI�� o ` -111 BI=fes BIS �1 AYI.JBI MNL 6'11 :191 q�ql -BIIsate I= a� M 11� BOTTOM 'j�` OF DRAINAGE WAY A�e A ELEVATION: POINTS -A" SHOULD BE HIGHER THAN POINT "B" B) Maintenance 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSRS SHOULD BE REMOVED AFTER EACH AFTER EACH RAINFALL AND AT LEAST DAILY DURING STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSIT'S PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL REACH APPRGXIMATELY HAIF THE HEIGHT OF THE BARRIER. BE MADE IMMEDIATELY. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFrER THE 2. SHOULD THE FABRIC DECOMPOSE OR BECOME SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED, INEFFECTIVE PRIOR TO THE END OF THE EXPECTED SHALL BE DRESSED TO CONFORM WITH THE EXISTING USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. Title: Synthetic Standard Plate Library for Filter Fabric the City of Monticello Date: Plate No. 03— 05 Kevised:02-06 1 1004 USE a OR B' CISP CA PLUG AND P. TOP TO BE 1/2 ' BELOW EXISTING GROUND 4' OR 6' VERTICAL WYE (PVC) 1/a BEND 2000 P9 CONCRETE ENCASEMENT 12' ALL MOUND (INCIDENTAL) WATER TIGHT CASKET l : OR CEMENTED PLUG Lam'.. HORIZONTAL WYE (PEC) THRUST BLOCKING FOR CLEANING EQUIPMENT I. P0.YNENT FOR 6' RISER PIPE. B' VERTICAL WYF 45' BEND NA PLUG WILL BE PAID FOR AT UNIT PRICE BID PER FA(>L 2. CLLAN-CUS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE Standard Plate Library for the City of Monticello Title: Sanitary Clean -Out ate. 03-05 Plate No. Xevised:02-06 3005 2' WOOD CKING TO BE 6' LARGERBLOIAN DIA OF PPE .5A 1A ..:� �• `PWC TEE AND BEND BETA PLUG NOTES: 1- 7HRUSF BLOCKING TO BE USED FON BEND 22 1/7 AND OVER. PIPE 92E BEARING AREA 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 6 4.0 SO FT MORNING PREgjA6s ARE LESS DEAN 150 PSI. SI 6.0 FT 102' - 1 120 Fi 3. THRUST BLOCKS BEAMNG AREA TO BE POURED 1 16 20.0 FT AGAINST UNDISTURBED SOIL Title: Blocking for Standard Plate Library for Watermain the City of Monticello Date: 03-05 Plate No. Revised: 02-06 2002 NNNGGO`ADJUSTING RINGS /-4' MIN - 12' MAX STANDARD FRAME & COVER- 8 CAST-IN-PLACE ® ,. CONCRETE C STRUCTUREi 8' POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MDDOT STANDARD PUTT 4011 ((MODIFY DIAMETER AND 2' RAISED AREA TO FIT REQUIRED DIAME(ER. SURFACE SEE MODOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 40' DIA MAY BE ASTM C 478 CONCRETE PIPE. SEE STANDARD PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION) CAST -IN-PLACE CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION 0 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. 0 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF CHECKED BY (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 15" OC. WTS © MINIMUM STEEL REINFORCEMENT DATE 0 EOUNALENT STEEL AREA IN WIRE MESH . MAY BE USED ® GENERAL DIMENSIONS FOR CONCRETE APPLY 70 BRICK AND "MANN LE.0" - R ,- PLASTERED MANHROLE, CATCH EXTERIOR CATCH BASIN BASIN 'r - CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. DU x1.--D�� �+ ®12; MINIMUM FOR PRECAST, 3 BRICKS SEWER BRICK (SPEC 3616) BLOC( 1 BLOCK MINIMUM FOR MASONRY CONSTUNCTION MASONRY CDNSTRIUCnoN © REINFORCEMENT AS PER SPEC WD1. GRADE 60, Title: Standard Manhole for Standard Plate Library for Storm Sewer the City of Monticello Date: A 03-05 Plate No. Revised: 4001 EX1SfING (Oft FINISHED) ORAE PLUGGED EN04..�. 1• CORPORATION STDP,T..%• _ No1es 1. RE -USE EXISTING AIR BIFID LINES AND PLODS I' CORPORATION STOP ON PROPOSED STUBS, INSTALLATION 70 BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT LINT pRIGE BID FCR 1 • COPPER ANO 1 • CORPORATION STOP. ALL DIRER WATERNNN _ SJC MURK TO DE INCIDf]ITAL TO THE PROAECT, 1• COPPIF ti- PLUGGED FIND AIR BLEED DETAIL -STEEL FENCE POST MARKER TO BE IMALLM AT THE TIME OF VALVE BOX INSTALLATION ( INCIDENTAL) NOTE: IF CAIE VALVE BOXES ARE EXTENDED. THERE SHALL BE A GATE VALVE NUT EXTENSION TC WITHIN 7.5' OF FINISHED TRADE, VALVE BOX - 1/2" RIBBER CASKET INSTALLLLEEEDDD---��E BETWEEN THE GQ GAE VALVE AW \ CA7E VALVE ADAPTOq \ 1/2 CU. TO. GRAVEL- WATERMNN CATE VALVE MIN 7.5 ' COVER (UNLESS DTHERWISE NOTED) 1/4" SEED. VALVE BOX AOAPTM WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL VALVE BOX INSTALLATION Standard Plate Library for the City of Monticello Miscellaneous Details for Watermain 03—o5 Plote No. 02-06 2004 OA rI A 35 1/4 4Y O PLAN CASING TO BE SET 0.10' CURB NIST FRAME AIA LURE BOX BELOW COMER ELEVATION STANDARD CASTING - NEENAH R-3246 WITH TYPE 7' ORATE ADJUSTING RINGS 4• MIN - 1Z' AUX ENCASE WITH CONCRETE MA7IHOLE COVER TO BE 4B' OIA CCDM r LRETE7( TTI'E E WRH 211 3B• 6' OPENING _L2:_24" Z CONCRETE DOCHDUSE REWIRED ON OUf9DE MD INSIDE OF STRULBRRE MD PPE CONNECTION � RCP PPE CONCRETE CATCH BASIN MMHOLE -J NOTES. AND BASE TD BE CRETEX TYPE 433B OR APPROVED EOUAL 1. BASE TO BE GROUTED TD FORM A 9100TH INVERT TO OUTLET. - SECTION 2- PIPE CUT-OUTS 70 BE LOCATED WHERE REWIRED. Title: Standard Plate Library for the City of Monticello Date: Catch Basin Manhole 03-05 Plate No. 4007 FiYAN BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-49240(M) tel 612-492-3000 fax W W W.RYANCOMPANIPS.COM PROJECT NAME PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE CIVIL, DETAILS REVISIONS 09/08/2009 - LAND USE APPLICATION 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. WAYNE T. SIGORA REGISTRATION NO. DATE 42676 99/08/2009 ©2008 RYAN COANPANI[5 US, MNG JOB NUMBER HISTORY SHEET NUMBER C7 DRAWN BY CHECKED BY CDL WTS JOB NUMBER DATE 2494-000 0910812009 SJj p0 TSO PRO IITIe: Gravel Standard Plate Library for Construction Entrance the City of Monticello Date: 03-05 Plate No. Revised: 5015 CURB 1" REBAR FOR BAG OPENING REMOVAL FROM INLET (REBAR NOT INCLUDED) OPTIONAL OVERFLOW SILTSACK® J FOAM DUMP LOOPS DEPT (REBAR NOT INCLUDED) \ H a D o� 4 a - e 9DE NAY IN8TNIID o A e %PANSiDN RES WNT e INSTALLATION DETAIL DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURB DEFLECTOR PROJECT: LOT 4, BLK 2 CITY: SHAKOPEE DR. 8Y: STATE: MINNESOTA DATE:8/23/04 DR. NO: SILTSACK® SPECIFICATIONS NOTE: THE SILTSACK-WILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS. REGULAR F OW S11 TSACK e (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF PRO011US TEST KINOD UNITS C8 GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION ASTM D-4632 300 LBS PUNCTURE MULLEN BURST ASTM D-4632 ASTM D-4833 A DESIRED MINIMUM OUTER LIMITS OF p e' e' CONCRETE WALK TRAPEZOID TEAR ASTM D-3786 B00 PSI UV RESISTANCE 3. 8. . 9• n O CONCRETEG / r WALK Q v (D CONCRETE 120 LBS / POSSIBLE CURB TO HOLD / "a'a7�AONLENT CROURD� // ASTM D-4751 80 X 40 FLOW RATE PERM!1TIVITY ASTM 0-4491 WALK ASTM D-4491 0. ss SEG -1 DNIDER PLATE 7ii � '�•.� ' BAC( OF CUR � ,l � OS 5 I � V I 5 FRONT FACE OF CU / / / FRONT FACE OF CURB �/ 1.J 6 '' 1/2 R rR ��qI 1 l e- 13 /2 SLOPE t 7/4•/Fr �'- .. - I / / 2' MIN / / 2 r �•`:... �'�---.�,�.. \`� p FRONT FACE OF CU I c�•• s• D. 5. 0 0• v. aASEO I- DEWAU( 5 O NT BASED 5. 0•• C.-H5..L WIDTH T S'DDEWMX PLAN VIEW OF DIAGONALMIDI" CURB OR RAMP CURB St- / 4' O" MIN. fi' / .0 PARALLEL RAMP ISOMETRIC VIEW ' soET+'Auc 5Sf^f•`• DETECTABLE A+� POSSIBLE CURB TO WARNINGS 24' I AND cunER PLAN VIEW OF PERPENDICULAR RAMP 5' 4" 1_ f HOLD A° "LENT °i°D"D .ti MINNESOTA DEPARTMENT7100 AUNlWS-21111 4' 0" DESIRABLE OF BASE �------------ � 0.02 FT./Fr. MVC.® CONCRETE WALK 7 8'-1 7 16• t 0.08 FT./Fr. OR FLA TER© s FRONT z FACE - LUR +' SPECIvaA ONPLATE ND. 7102 o NO. SPECIFICATION REFERENCE 2571 CONCRETE - 0.05112 CU YDS / UN Fr 8612 CONCRETE CURB & GUTTER DOME SECTION SECTION A -A 1 5/8•- P.I. APPROX. P.I. 2 3/11' 15/16'(RP. 6� 6� 6:1 SLOPE {�•°f*°°Ir a »» »::� 3 9 ¢J VARI. BASED 14 10' 0 • OASIOEWA D • 1 5/11'-2 3/ ' 0 0 0 0 0 0 0 0 0 A I s• 6" 0000 0 0 T 1 P s� P.I. 15/18•(IYP.) 5 B MIN. 5/8' P.1. s'- 0' --• 4 — 5'- 0- ,� DOME SPACING MN- - S'- 0' MIN. • if'f. OETECfARLE 24• PARALLEL RAMP WARNINGS PLAN VIEW POSSIBLE CURB TO HOLD ROUND � SL0� SLOPE MAX. 13' -- NOTES: ELEVATION OF RAMP 0 1/2 INCH PREFORMED JOINT Flllrn MATERIAL, AASHTO M 217 .Oe ADJAGFM CRWND INTFRSELTIONs SIDEWALK ...:..-.... . t-- yAR^ I, g,ISEO RAILROAD CROSSING 0 WHEN POSSIBLE. PROVIDE A CLEAR PATH OF TRAVEL O• WIDE BEHIND THE PEDESTRIAN RAMP. 10 0" PLAN VIEW A RELATIVELY Ly FIAT 4' % 4' LANDING WILL T ALLOW WHEEILOR P H F RAVE AROUND THE PEDESTRIAN RAMP. NO SIGNALS. SIGNS. CABINETS. OR OTHER O8'TRLKTIONs ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. Q3 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDEMRAN RAMPS AND A 48" LANDING ELEVATION BETWEEN THEM. THE PEDESTRIAN CROSSING SMALL BE CUT THROUGH THE MmLAN AT STREET LEVEL Q PLACE THE DELECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF LURE. WHEN THE DETECTABLE WARNING SYSTEM MATERIAL THE CURB SHALL BE HAND FORMED TO FILL THE GAP. 5 A PRECAST O ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0' MIN. IN DIRECTION OF TRAVEL AND SHALL DTTENO THE FULL WIDTH OF THE CURB RAMP, © THE CURB k GUrtER TRANSITION WILL BE PAID CURB ORLL POSSIBLE CURB TO CURB AND GUTTER SIDEWALK WIDTH HOLD ADJACENT GROUND -T----------- FOR AS LINEAR FEET OF PND FOR ON A PER EACH BASIS CONCRETE CURB AND GlRER, THE PEDESTRIAN AW,POMP AWIBE THE TRUNCATED DOME AREA SfiVi BE CONSIDEREDINCIDEMAL TO THE PEDESReAN RAMP. O7 THE TRUNCATED DOME/DETECTABLE WARNING THE TRUES TEDAAG). •.• •.•-•. ••••. .• THESE ARE SURFACE SHALL BEd COMPLIANCE wTfM THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY QB DETECTABLE WARNING FV PAVERS MANUFACTURED IY HANOVER ARCHITECTURAL PRODUCTS SLLL BE USED NTH THE CHARCOAL COLORING TO PROVIDE A VIS LY CONTRASTING SURFACE TO THE WALK. OPTIONAL PEDESTRIAN " CONCRETE WALK MAX.CROSS SLOPE SIDEWALK ACCESS DETAILS THAT 3 OF WALK Is .02 Fr./ Fr. ARE NOT REQUIRED BY CURRENT PARALLEL RAMP ADA REGULATIONS SECTION A -A Title: Pedestrian Standard Plate Library for Title: Concrete Curb &Gutter for Streets Standard Plate Library for Title: Pedestrian Curb Ramp the City of Monticello Date: Plate No. o3—os the City of Monticello Date: Plate No. Standard Plate Library for Curb Ramp Revised: 5004 o3—os Revised:5009 the City of Monticello Date' 03-05 Plate No. 02-06 Revised; 50 0 9A 02-06 SJj p0 TSO PRO IITIe: Gravel Standard Plate Library for Construction Entrance the City of Monticello Date: 03-05 Plate No. Revised: 5015 CURB 1" REBAR FOR BAG OPENING REMOVAL FROM INLET (REBAR NOT INCLUDED) OPTIONAL OVERFLOW SILTSACK® J FOAM DUMP LOOPS DEPT (REBAR NOT INCLUDED) \ H a D o� 4 a - e 9DE NAY IN8TNIID o A e %PANSiDN RES WNT e INSTALLATION DETAIL DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURB DEFLECTOR PROJECT: LOT 4, BLK 2 CITY: SHAKOPEE DR. 8Y: STATE: MINNESOTA DATE:8/23/04 DR. NO: SILTSACK® SPECIFICATIONS NOTE: THE SILTSACK-WILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS. REGULAR F OW S11 TSACK e (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF PRO011US TEST KINOD UNITS C8 GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION ASTM D-4632 300 LBS PUNCTURE MULLEN BURST ASTM D-4632 ASTM D-4833 20 R 120 LBS TRAPEZOID TEAR ASTM D-3786 B00 PSI UV RESISTANCE ASTM D-4533 ASTM D-4355 120 LBS APPARENT OPENING SIZE ASTM D-4751 80 X 40 FLOW RATE PERM!1TIVITY ASTM 0-4491 US SIEVE GAL/MIN/S0 FT ASTM D-4491 0. ss SEG -1 LU—FLOW SII T A Ke (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF) PROPFRIB TEST WTHOD ATTS C8 GRAB TENSILE STRENGTH GRAB TENSILE ELONGATION ASTM 0-4532 265 LBS PUNCTURE MULLEN BURST ASTM D-4632 ASTM D-4633 20 X 135 LBS TRAPEZOID TEAR ASTM D-3766 420 PSI UV RESISTANCE APPARENT OPENING SIZE ASTM D-4533 ASTM D-4355 45 LBS 90 % FLOW RATE PERMITTIVITY ASTM D-4751 ASTM D-4491 20 US SIEVE 200 GAL/MIN/SO FT ASTM D-4491 1.5 SEC -1 011-ARS0RRAN1T cD ECAC e (FOR AREAS WHERE THERE IS_A CONCERN FOR OIL'RUN-DFF OR SPILLS) DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK CAN BE MADE FROM EITHER ONE OF THE ABOVE FABRICS WITH AN OIL-ABSDRBANT PILLOW INSERT OR, MADE COMPLETELY FROM AN OIL-ABSORBANT SILTSACKq WITH A WOVEN PILLOW INSERT. RYAN BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC 50 South Tenth Street, Suite 30 Minneapolis, MN 55403-207: 612-4924000 to 612-492-3000 f. W W W.RYANCOMPANIES.CON PROJECT NAbtE PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE CIVIL DETAILS REVISIONS 09/08/2009 - LAND USE APPLICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. WAYNE T. SICORA REGISTRATION NO. DATE 42676 09/06/2009 © 2008 RYAN COMPANIES US, INC. JOB NUMBER HISTORY SHEET NUMBER I C8 DRAWN BY CHECKED BY CDL WTS JOB NUMBER DATE 2494-000 09/08/2009 Z: C2 HIGHLAND WA Y 7 ----------------------------------------------- N, LANDSCAPE NOTES: 'o.o. RYAN N BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM PROJFC-r NAME PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE LANDSCAPE PLAN REVISIONS 09/08/2009 - LAND USE APPLICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Kevin Pfeiffer REGISTRATION NO, DATE 46100 _ 091118/20D9 C 2M8 FZYM COMPANIES I Iq 11 - JOB NUMBER HISTORY 1101 SHEET NUMBER L1 DRAWN BY CHECKED BY 0 30 60 CLH KWP JOB NUMBER DATE SCALE IN FEET 2494-000 0910812009 1. PARKING LOT LANDSCAPE REQUIREMENTS PER ORDINANCE: 180 SF Landscaping per 5000 SF parking) (36,473/500)*180= 1,313 SF Landscaping Required Parking Landscape Provided: 1,562 SF EXISTING PLANTINGS if I cmrz ary Ca -MON NAME/LATIN NAmrz ----- -- DECIDUOUS TREES .......... sizE R337 FamAwz 5 PROPOSED --------- 5 EXISTING SHADE TREES 2.5" B&B ........... ...... STRAIGHT LEADER ....... — --- ---- -------------- CAL. I AND FULL CROWN ORNAMEN AL TREES 4 [& ORNAMENTAL �'�'�MENTAL TREES 4 PROPOSED 2.5" B&B STRAIGHT LEADER ... ........... CAL. AND FULL CROWN DECIDUOUS SHRUBS 36 PROPOSED 36 EXISTING DECICUOUS SHRUBS (D --- — --------- ------ 2 ... --- GAL �LANT 3 '-0" O.C. 'o.o. RYAN N BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax WWW.RYANCOMPANIES.COM PROJFC-r NAME PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE LANDSCAPE PLAN REVISIONS 09/08/2009 - LAND USE APPLICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Kevin Pfeiffer REGISTRATION NO, DATE 46100 _ 091118/20D9 C 2M8 FZYM COMPANIES I Iq 11 - JOB NUMBER HISTORY 1101 SHEET NUMBER L1 DRAWN BY CHECKED BY 0 30 60 CLH KWP JOB NUMBER DATE SCALE IN FEET 2494-000 0910812009 -Y V OQV 7 r 00 to 0 n '0 Ln Lr) U-) 1714 a0 1C-� C-� kz 13 CN C, C -i ❑C-� 0 I C' to'tc; A m LqC� IN CD 00 O� C4 C� Lr) 00 aO O I .6 1 ❑, — 0 11 r-1 "i .0 U-) rl) Lf) cc .0 CD 00 0,-: nN aN CD A C14 Ln IC5 cl-- 0 C5 0 'CN 'v) Zf6 00 a F o 0 0 13c; L-1-46 06 0cc� 1 1 0 0 0 '0 O kZ 0 (D C):'1 i I L- i I i .0 0 4' Qf ad C'� C� 7 ! C) 0 00 i 130 -0 a0 aN V4 T 0 SITE LIGHTING NOTES: SITE LIGHTING SHALL BE METAL -HALIDE DOWNCAST FIXTURES MEETING THE CITY OF MONTICELLO ZONING REQUIREMENTS LEGEND PROPOSED EXISTING PROPERTY LINE RIGHT OF WAY EASEMENT LINE - — — — — — — — - CURB LINE EDGE OF BITUMINOUS EDGE OF CONCRETE LIGHT POLE SIGN HANDICAP PARKING NOTESs • SEE ARCHITECTURAL PLAN FOR WALL MOUNTED LIGHTING PACKS • PARKING LOT AND ROADWAY LIGHT STANDARDS WERE INSTALLED DURING PHASE 1 CONSTRUCTION ❑0 0 Cy a0 0 0 C36 f 1 .6 CDL It CO JOB NUMBER DATE 2494-000 09 108 f 2009 0 dd Lwh* For AddllionW Lighting Informetion WW pricing Contest On Site Lighting & Survey, LLC O C� CD CD 0 PH: 763-684-1548 684 00 lb Project No. 7061222 0 ,,Cj 0II -Ab C� no 0 4 � A, DiE �N/A 0 Q� C� 0 C-� av� I C�tT pq a . , i ' . .. C" . : n' POWV� Tho �gln~ mftd1w �ft�t -t d&Wm&� Woh�h� at am f th. My -t b. ,dtWg luh_ 00d .-dlW— Ed 71" FaMbe P-tt— rq—t. W—W"- Wom —w� k— Wb"twy dsta �m wWw aw*nNkd 0 PETSMART .01w. — �" � " -- � � w awktl 8PPft� .w.` A� p�� k� to 18,179 SF t 1-1 m" W -M-t"'W �b-l^ IAW— b I I Ad Mb- 1-11-M. ftid cenmffl-it m w a 116 C� C� '0 L 00 00 t + ad a 4 O —:3 ono L0 k Go "C. Od C5 a6 EE]a r r sr l!"'I , I : i ! 40 4� 0 F F deg: % D "AQ. :7!I i-7 % .t -A 4 n 0 30 60 SCALE IN FEET RYAN MMMON�� lm� BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC 50 South Tenth Street, Suite 30 Minneapolis, MN 35403-20L 612-4924000 to 612492-3000 fm WWW.RYANTCOMPANLES.CON PROJECT NAME PETSMART STORE # 1719 UNION CROSSINGS LOCATION MONTICELLO MINNESOTA SHEET TITLE SITE LIGHTING PLAN REVISIONS 09/08/2009 - LAND USE APPLICATION REGISMTIONNO. DATE 09 1 08 1 2009 ®2008 RYAN COMPANIES US, INC, ONOW� JOB NUMBER HISTORY SHEET NUMBER SLI DRAWN BY CHECKED BY CDL WTS JOB NUMBER DATE 2494-000 09 108 f 2009 MONTICELLO Mr. Mark Kampmeyer RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 Re: Union Crossings Petsmart Store #1719 Plan Review Comments Planning Project No. 2009-012 Dear Mr. Kampmeyer: 4,'-,/,, September 18, 2009 The City of Monticello's Engineering Department received and reviewed your plans dated September 8, 2009 for the above referenced project and offers the following comments: Plan Sheets C1 1. Dark background makes this sheet hard to read. Please lighten background. Plan Sheet C2 1. Trash enclosure screening must be similar in color and material to the building itself. Vinyl coated chain link with slats is not acceptable. 2. Construct 6" concrete sidewalk as client, delivery, emergency and maintenance vehicles may drive on the walk from time to time, especially due to the wide curb ramp. Plan Sheet C3 No comments. Plan Sheet C4 1. Sidewalk grade in several areas are relatively flat (1.0% min). 2. 8.5% grade on pedestrian curb ramp is not ADA compliant. See City Standard Plate 5009 for minimum grade. Plan Sheet C5 No comments. Plan Sheet C6 1. Revise note "REMOVE 17 LF 6" WATERMAIN..." to "REMOVE 17 LF 8" WATERMAIN...". 2. Review and revise invert elevation of 6" sanitary sewer service (967.22) as needed. Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, MN 55362-8831 • (763) 295-2711 • Fax (763) 295-4404 Office of Public Works, 909 Golf Course Rd., Monticello, MN 55362 • (763) 295-3170 • Fax (763) 271-3272 Mark Kampmeyer September 18, 2009 Page 2 3. Check to see if proposed watermain conflicts with existing storm sewer. If so, add a note to the plans that watermain must be lowered per City Standard Plate 2006 and include plate 2006 in the plans. 4. Please verify that all stormwater runoff from the roof will be directed to the storm sewer north of the building via the downspouts on the north side of the roof. If the existing storm sewer stub on the south side of the building is not needed the plans should include a note directing the contractor to verify that it is adequately plugged before abandoning it. Plan Sheet C7 and C8 1. Replace City of Monticello Standard Plates 1004, 2002, 2004, 3005, 5004 and 5015 with the most current plates which will be sent to you under separate cover. 2. Add most current City Standard Plates 3004, 3006 and 4011, and remove City of Shakopee inlet control details. The City's Fire Marshal is currently reviewing the plans for conformance with all applicable fire protection codes. We will pass any comments along to you as soon as we receive them. Feel free to call me at 763-271-3236 should you have any questions regarding any of the comments above. When submitting revised plans please provide responses as to how each of the comments above were addressed. Sincerely, CITY OF MONTICELLO Bruce Westby, P.E. City Engineer cc: Jeff O'Neill, City Administrator Bob Paschke, Public Works Director Angela Schumann, Community Development Director Shibani Bisson, WSB and Associates, Inc.