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HomeMy WebLinkAbout2022-08-22 PACKET 06.2. (ENDEAVOR DEVELOPMENT)STAFF REPORT CASE: PP2022-054 & SP2022-055 ITEM: 6.2 PUBLIC MEETING DATE: 8/22/22 TENTATIVE COUNCIL REVIEW DATE: 9/21/22 APPLICATION APPLICANT: Endeavor Development REQUEST: A preliminary plat to be called Glengrove Industrial Park 11th Addition, which will create two industrial lots, and a site plan review of two industrial buildings consisting of a total of approximately 350,000 square feet. SITE DATA LOCATION: Southwest corner of Jamaica Avenue and 95th Street ZONING: 1-1, Limited Industry GUIDED LAND USE: Industrial LAND USE OF ADJACENT PROPERTIES: CURRENT GUIDED NORTH: Industrial Industrial EAST: Industrial Industrial SOUTH: Industrial Industrial WEST: Industrial Industrial SIZE: 2 Buildings with a total of approximately 350,000 square feet DENSITY: N/A RECOMMENDATION Approval, subject to the conditions stipulated in this staff report. Cottage Grove COTTAGE GROVE PLANNING DIVISION � here Pride and Prosperity Meet Planning Staff Contact: Emily Schmitz, Senior Planner; 651-458-2874; eschmitz(o-)_cottagegrovemn.gov Application Accepted:. 7/27/2022 60-Day Review Deadline: 9/26/2022 City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016 Planning Staff Report Endeavor Development Planning Case No. PP2022-054, SP2022-055 August 22, 2022 Proposal Endeavor Development Company, LLC has submitted the following applications for a project on a 19.17-acre parcel: 1. Preliminary plat to be called Glengrove Industrial Park 11th Addition, which creates two devel- opable lots. 2. Site Plan Review for proposed construction of two buildings totaling approximately 350,000 square feet for warehouse, manufacturing, and office uses. Location Map —• `�. 41 70..- �, OL }� O Subject Site Perk and Open Sp. - Review Schedule Application Received: July 27, 2022 Acceptance of Completed Application: July 27, 2022 Planning Commission Date: August 22, 2022 Tentative City Council Date: September 21, 2022 60-Day Review Deadline: September 26, 2022 Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 2 of 11 Background The current parcel was created in 2021 with approval and recording of the Glengrove Industrial Park 9th Addition Plat. At the time, the existing TG-P14 pond was located to the west of the southwest corner of the Jamaica Avenue and 95th Street intersection and was originally con- structed within the City's Business Park to support the stormwater requirements of the area at that time. i TG-P14 Location As part of the City's Surface Water Management Plan (SWMP), expansion of Pond TG-P14 was proposed and completed in the spring of 2022 to address the needs of the business park and future developable areas within the park. Expansion of the TG-P14 pond created a more devel- opable parcel where TG-P16 used to be. As part of the pond project, the fill generated was placed on the 19-acre parcel creating cost savings for the City avoiding removing the material off site and creating a more shovel ready site for development. Preliminary Plat The Developer is proposing to create two separately developable parcels out of the existing 19.1- acre parcel. The proposed plat (Glengrove Industrial Park 11th Addition) would create one 9.34- acre parcel and one 9.83-acre parcel for development. Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 3 of 11 BLOCK I o Glengrove 11th Addition Site Plan The Developer has proposed a site plan for construction of two industrial buildings — one to be constructed on each of the newly created lots. The Developer is working with a user (RJ Schinner) interested in purchasing Lot 1. RJ Schinner would own and operate both the parcel and the building. The Developer (Endeavor) plans to maintain ownership of Lot 2 and plans to construct a build -to -suite building at such time a user is interested in the site. Both of the parcels are proposed to be utilized for warehouse, light manufacturing, distribution, and office space. w�,hw�sa+-�::,k{�raa�,�:a:,"urau:i�ra�:a€z-caxw:�weY� -,�3.a.,>sx3.. cu-.�•.0 a:xiaisa�,-.:�,�v,..;�a,." 95TH STREET SOUTH f L — — — _ _ ! _ L _ — - ' �, �,---------'------=--- ----------------------------------- ----------------------- --------- ------ E r------- Tr1rrrTTTTrrrrrrrrrrrrmi mllnrrTr 6FFICE 3,5017 SF RJ SCHINNER LOT 1 FUTURE APPROX. 125,000 SF. ADDMON EXPANDABLE TO 175,000 I'� I FUTURE LOADING DOCK. —_— —— — E r E - E . — -- — — — __ —--- \I Site Layout Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 4 of 11 Planning Considerations Comprehensive Plan The 2040 Comprehensive Plan guides the property as Industrial. The proposed use is consistent with this guided land use. Additional properties south of 100th Street are also guided Industrial to continue to support the expansion of the Cottage Grove Business Park. Ordinance Criteria The 19.1-acre parcel is currently zoned 1-1, Limited Industrial. This zoning classification is consistent with the Industrial land use designation shown on the Comprehensive Plan. The proposed warehouse, office, and light industrial uses are permitted uses within the 1-1, Limited Industrial Zoning District. The City's Zoning Ordinance requires site plan review for proposed new structures or additions. The purpose of the site plan review is to ensure proposed new developments conform to the City's development standards that are outlined within the Zoning Ordinance requirements. Setbacks The minimum front, rear, and parking setbacks for the 1-1, Limited Industry Zoning District, have all been met with the proposed site plan: • Building setback from 95th Street and Jamaica Avenue: 40 feet • Building setback from side property line (west): 15 feet • Building setback from rear property line (south): 30 feet • Parking lot setback from 95th Street and Jamaica Avenue: 20 feet • Parking lot setback from interior side and rear lot lines: 10 feet Traffic/Access The Developer is proposing access to the site from 95th Street. No access is permitted off Jamaica Avenue. The proposed easterly access will be shared between the two parcels and build- ings-, therefore, an access agreement will be required to be recorded by the Developer against both parcels. This will ensure clear responsibility of future maintenance of the access and drive. A second access on the westerly property line will be dedicated to the Lot 1 user (RJ Schinner). 95TH STREET SDLIT i' I ss�etni+ tC•r � Boa eas,oWSV — 1- C� d e' i Jll[J[Jgil[7i71717ia_d_L!_[.7.11 .....� _:......... .7... :...................... — Proposed Access Locations Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 5 of 11 Signage The Applicant is proposing monument signage at the most easterly access point. The current plans indicate the monument sign proposed on the western lot. Each lot is permitted a total of 100 square feet of copy area on a monument sign no taller than 10 feet. A separate building permit would be required to be submitted for installation of any freestanding or wall signage. Total wall sign area is based on the total principal structure size. Lot 1 and Lot 2, as proposed, are permitted a total of 200 square feet of wall signage. 9_5_TH STREET SOUTH 'n9�urCw� R25 R25•L T wncM S • .. _ Fri I � k OFFICF J 3,500 SF ;R°^ E _."• T° — �•4/:'r rt*w� s,mmw'io mie�w Proposed Monument Sign Location Parking Minimum required parking stall numbers are based on the proposed use per the City's zoning code. The following are the required parking for each of the lots and building sizes: Lot 1 Lot 2 Office (1 space per 200 square feet) 14 spaces (14,000 sf/200 sf) 103 spaces (25,740 sf/200 sf) Warehouse (1 space per 2,000 square feet) 86 spaces (171,500 sf/2,000 sf) 73 spaces (145,860 sf/2,000 sf) Total required 100 Total required 176 Proposed 67 Proposed 212 Proof of Parking: 82 The Developer is proposing initial construction of 67 parking spaces for Lot 1. Given the additional future proposed expansion of 50,000 square feet, the additional parking stalls may not be necessary until the expansion is completed. At such time the addition to the west side of the building is proposed or if at any time the parking area does not support the operation, the additional parking spaces shall be installed. At such time a building permit is submitted for review, the applicant shall include the parking spaces on the plans prior to the issuance of a building permit. No trailer parking is permitted adjacent to or on 95th Street or Jamaica Avenue at any time. All truck traffic shall be routed to the loading docks at the rear of each building. Utilities Two water connections will be made along Jamaica Avenue. The water main will loop through both Lots 1 and 2 and be encompassed within a drainage and utility easement. The water infra- Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 6 of 11 structure will be maintained by the property owner(s) and a private maintenance agreement will be recorded against both of the parcels. The drainage and utility easement encompassing the water main will be recorded on the final plat and shall stay in place to allow the City to access the main, valves, or hydrants for flushing purposes. Sanitary sewer services will connect directly from each building to the existing sewer line extending along the south property line. The owners of both Lots 1 and 2 will be required to maintain the private sanitary infrastructure within each of their respective lots. Surface Water Management/Grading The site grading for the project is proposed to meet the surface water management requirements established by the State, Watershed District, and the City's Surface Water Management Plan. Final construction drawings will need to meet the approval of the City Engineer. Stormwater is proposed to be piped from Lot 2 through Lot 1 to the recently expanded TG-P14. Since both Lot 1 and Lot 2 have proposed less than 85 percent impervious surface within their properties, the stormwater from each lot can be appropriately managed within TG-P14. A private maintenance agreement between the two properties should be executed and recorded against both parcels to address the maintenance of the private stormwater infrastructure. Tree Preservation With the City's pond work, creating a larger TG-P14 on the adjacent stie, the 19.1-acre parcel was graded, and tree clearing completed. By creating a shovel ready site, the required mitigation is intended to be addressed at time of development of the site. The mitigation will be required to be paid prior to the release of the plat for recording. A tree inventory was completed prior to any tree removal and the below table outlines the required mitigation for the 19.1-acre parcel at such time it develops: LOT 1, BLOCK 1 Total Existing Qualifying Inches 4533.5 Permitted Removal Threshold 60% Inches Permitted to be Removed 2720.1 Inches Removed 4533.5 Excess Inches Removed 1813.4 Replacement Rate 50% Replacement Inches Required 906.7 Tree Mitigation Fee $150/inch Tree Mitigation $ 136,005.00 Mitigation Table Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 7 of 11 Landscaping City Code Title 11-6-20 requires 20 percent of the proposed developed space to be dedicated open space within the 1-1, Limited Industrial District. The developer is proposing just over 20 per- cent of the site to be maintained as green and/or open space as well as 8 percent of the parking area to include landscaped islands and bump outs. The required landscape calculation (per square feet of site area) and the proposed plantings are outlined in the table below: Required Proposed Difference Overstory Trees 116 74 -42 Coniferous Trees 109 109 Ornamental Trees 36 Shrubs 326 345 The Developer will be required to revise and resubmit a landscape plan prior to City Council re- view of the application. An amended landscape plan should outline the required minimum number of plantings per the zoning code. In addition to minimum landscape requirements, each site within the 1-1, Light Industrial zoning district requires no more than 35 percent building coverage per City Code. The proposed site plan indicates Lot 1 to have 42.9 percent building coverage and Lot 2 proposed at 40.1 percent building coverage. The Developer will need to revise their plans to ensure no more than 35 percent building coverage on each of the lots. Lighting Plan The Developer has submitted a completed photometric study with their application. The submitted study verifies the lighting on the site does not exceed one (1) foot-candle at the property lines as outlined in the City's ordinance standards. Architecture The proposed buildings on both Lots 1 and 2 will be precast panels. The panels are proposed with varied textures to break up the facade. In addition, glazing is proposed on each elevation adding variation and curb appeal from the 95th Street and Jamaica Avenue intersection. The proposed materials and elevations align with recently approved projects within the business park. The proposed building elevations are shown below: Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 8 of 11 Y 0 0 0 0 �V �ini�■I!' _!_ i. _i Q T iaQ Q///:t\\q Elevations EXTERIOR MATERIALS LEGEND CP L INSULATED PRE -CAST PANEL -STEEL FORM FINISH PRECAST PANEL -PAINTED COLOR: WHITE-TBD CV �. INSULATED PRECAST PANEL -STEEL FORM FINISH PRECAST PANEL -PAINTED COLOR LIGHTGREY-TBD INSU LATER PRECAST PANEL- STEEL FORM FINISH PRECAST PANEL- PAINTED CP COLOR DARKGRFY-TBD CP INSULATED PRE -CAST PANEL -STEEL FORM FINISH PRECAST PANEL -PAINTED COLOR BLUE TO MATCH CLIENT LOGO- TBD PRE-DNISHEDMETALODPINGANDTRIM-DRESTONEUNICLAD COLOR RONEWHRE P-1 COLOR TO MATCH PAINT PCP-1 PAINT COLOR R2 COLOR TO MATCH PAINT PC3-2 PAINT COIDR NOTE, 1. AW MINUM STOREFRONT] CLERESTORY FRAMES: CLASSl CLEAR ANODIZED ALIIMINU M. 2_ OVERHEAD DOCK DOORS PRFFIN ISHED NMTTE_ 3. OVERHEAD DOCKBUMPERS: PPE -FINISHED BLACK. 4. METALSUNSHADESSUNSHADECANTILEVERED TYPE AS MANUFACRIRED BY IN DLLSTRIAL LOUVERS- ST SERIES W/ 2"X24" RECTANGU LAR FASCIA AND OLNRIGGERS. 2"K24" FASCIA ATTACHED TO PRECAST PANEL Wj MAN U FACTURER'S STANDARD BRACKET CON N ECTION. SEPARATOR SHEET, SDP SHEET OR APPLIED COATING TO ENSU REND REACTION BETWEEN STEEL. ALU M INUM AND OTHER DISSIMILAR MATERA S- FINISH OF ALL COMPCN ENTS TO BE PRE -FIN ISHED BLUE TO MATCH CLIENT LOGO. 5. HMDOOBS:ALLDOORSTOBEP-2,U.N.O. 6. DOCK STAIRS, ALL DOCK STAIR COMPON ENTS GALVANIZED- 7 GLAZING, LOW-E GREY TINT. S 5AMPIERPRONDE SAMPLES FOR CLIENT ANDARCIRTECTTO REM EW BEFORE coNSTRucnm 9. MOCK-UP:PROVIDE MOCK-UP OF EACH PAINTCOLOR FOR CLENTANDARCINTECYTO REVIE W ONSTTE Proposed Materials Development Fees Area charges are included in the sale of the property-, however, tree mitigation will be required to be paid prior to the release of the plat for recording. Public Hearing Notices The public hearing notice was published in the St. Paul Pioneer Press and mailed to the 7 property owners within 500 feet of the property on August 11, 2022. Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 9 of 11 Recommendation That the Planning Commission recommend that the City Council approve the following subject to conditions: 1. Preliminary Plat to be called Glengrove Industrial Park 11th Addition, which creates two developable lots. 2. Site Plan Review of two industrial buildings consisting of a total of approximately 350,000 square feet for warehouse, light industrial, distribution, and office space. Conditions of Approval Preliminary Plat 1. The final plat shall include easements of all public and private utility lines serving all planned development of the parcels. 2. Concrete aprons for the two access drives at 95th Street South shall be constructed per City requirements. 3. Prior to the release of the final plat for recording, the required tree mitigation shall be paid in the amount of $136,005.00. Site Plan Review Conditions of Approval: 4. Site Plan approval includes no greater than 172,000 square feet of building area on Lot 2, and no more than 175,000 square feet on Lot 1 given all other minimum zoning standards for the building sites are met (building coverage, setbacks, landscaping, parking etc.). 5. Site plan approval for both Lot 1 and Lot 2 shall expire after two calendar years from date of Council approval. 6. Final architectural plans, lighting, and exterior construction materials and colors must be re- viewed and approved by the Planning Department prior to the issuance of a building permit. 7. All applicable permits (i.e., building, electrical, grading, mechanical, right-of-way) must be completed, submitted, and approved by the City prior to the commencement of any construc- tion activities. Detailed construction plans must be reviewed and approved by the Building Official or City Engineer. 8. Prior to submittal of a building permit application, all comments related to the civil site, utility, landscaping, grading must be addressed, and plans revised accordingly. 9. The final landscape shall be submitted with the building permit application. Prior to the issuance of a building permit, verification of minimum landscape plantings shall be verified by Community Development. 10. Irrigation shall be provided for all sodded and landscaped areas including adjacent to Jamaica Avenue and 95th Street South. The irrigation system shall consist of an underground sprin- Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 10 of 11 kling system that is designed by a professional irrigation installer to meet the water require- ments of the site's specific vegetation. The design build system shall cover all the disturbed green spaces and extend to the street curbs. 11. Prior to the release of the building permit, a bona fide cost estimate of the landscaping im- provements must be submitted in conjunction with a letter of credit approved by the City in the amount of 150 percent of such estimate. Upon completion of the landscaping require- ments, the applicant must inform the City in writing that said improvements have been com- pleted. The City will retain the financial guarantee for a period of one year from the date of notice of completion to ensure the survival of the plantings and that the required as -built sur- vey has been submitted. No building or right -of way permits will be issued until the required financial guarantee has been received and accepted by the City. 12. Prior to the issuance of a certificate of occupancy, the applicant shall submit as -built survey plans in electronic format (pdf and. dwq) for the site grading and all public and private utilities. 13. Water main, sanitary sewer, and storm sewer improvements shall be constructed per Cottage Grove detail plates. 14. The final grading and erosion plan shall be approved by the City Engineer. The grading and erosion control plan for the site must comply with the Best Management Practices (BMP) as delineated in the Minnesota Pollution Control Agency's on-line Stormwater Manual and as stated in the grading permit issued by the City. Grading activities may not begin until applica- ble permits have been obtained, a grading preconstruction meeting has been held, grading letter of credit has been received, and erosion control measures have been installed. 15. All concrete and bituminous surfaces on the site must always be maintained in good work- manship like condition. 16. Any fencing on the site shall be constructed with materials meeting the ordinance criteria related to industrial fencing and shall be reviewed and approved by the Community Devel- opment Department prior to installation. 17. Landscaping on the Lot 1 and Lot 2 sites must always be maintained in good health, and dead plantings shall be replaced in a timely manner. 18. A light matrix study shall be completed and submitted with the building permit application. All outdoor lighting must meet City Code requirements and shall not exceed one (1) foot-candle at any property line. All light fixtures must be downward directed with cut-offs. The specifica- tions of all light fixtures must be provided with the application for a building permit. 19. Fire hydrants shall be placed as per the approval of the City's Fire Marshal, City Engineer, and Public Works Department. In addition to granting public drainage and utility easements over the water pipe infrastructure, the applicant shall allow City staff or the City's designee access to hydrants and hydrant valves for flushing purposes. Planning Staff Report — Case Nos. PP2022-054 and SP2022-055 Endeavor Development August 22, 2022 Page 11 of 11 20. The applicant has provided demonstrated parking on Lot 1. If parking is not adequately provided on site to meet the user needs at time of future expansion, then the proof of parking shall be constructed. A demonstrated need for additional parking will require that it be installed on site. 21. Trash and recycling containers must be stored indoors or in enclosures meeting City ordi- nance criteria. 22. All rooftop and at -grade mechanical equipment shall be screened from public view as re- viewed and approved by the Community Development Department. 23. As a component of the site plan review, one monument sign is permitted. Any additional proposed monument or directional signs shall require review and approval by the Commu- nity Development Department. A separate building permit would be required to be sub- mitted for installation of any freestanding or wall signage. 24. All comments outlined in Bolton and Menk's letter dated August 12, 2022 shall be addressed. Prepared by: Attachments: — Exterior Elevations Emily Schmitz — Civil Plan Set dated 7/27/2022 Senior Planner ENDEAVOR D/STRUBUT/ON CENTER JAMAICA AVE. S. & 95TH ST S. COTTAGE GROVE, MINNESOTA VICINITY MAP 1 -1000 B SHEETINDEX C-0 COVER SHEET C-1 EXISTING CONDITIONS SURVEY C-2 PRELIMINARY PLAT FINAL PLAT C-3 SITE PLAN C-4 GRADING PLAN C-5 STORMWATER POLLUTION PREVENTION PLAN (SWEEP) C—B UTILITY PLAN C-7 DETAIL SHEET C-7.1 DETAIL SHEET L-1 LANDSCAPE PLAN P-1 PHOTOMETRIC PLAN DEVELOPER JOEBERGMAN ENDEAVOR DEVELOPMENT 200 SOUTHDALE CENTER, STE 190 MIN NEAPOLIS, MN 55435 Phone 651-2025330 Joe@endeavorshleld.— GENERAL CONTRACTOR JEREMY THOMAS RJ RYAN CONSTRUCTION, INC. 1100 MENDOTA HEIGHTS ROAD MENDOTA HEIGHTS, AN 55120 Phone 651-365-7009//Fax 651-681-0235 ARCHITECT BRIAN J. HUNKE AIA, LEER AP ID+C MOHAG EN HANSEN ARCHITECTURE 1000 TWELVE OAKS CTR. DRIVE STE 200 WAYZATA, AN 55391 Phone 952-426 7423/Fax 954426 7440 bhunke@Hohagenhansen. com CIVIL ENGINEER CLARK WICKLUND, PE ALLIANT ENGINEERING INC. 733 MAROUETTE AVE STE 700 MINNEAPOLIS, AN 55402-2340 Ph one 612-7513080/Fax 612-75A 3099 -11klund@allian[-in 0, LAND SURVEYOR PETER DOERS, PLS ALLIANT ENGINEERING INC. 733 MAROUETTE AVE STE 700 MINNEAPOLIS, AN 55402-2340 Phone 612-758 3080/Fax 612-758 3099 dol--d@allIan[-i n c. com LANDSCAPE ARCHITECT MARK KRONE CK, PLA, ASLA ALLIANT ENGINEERING INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, AN 55415 Ph one 612-758 3080/Fax 612-758 3099 mkronbeck@allia t nc. com R,,N ��1PRV 0 / Know what's below. 0 Call before you dig. p�F11 i� Dia1811 46 ALLIANT 733 Marquette Avenue Toe Id neapolis,-55402 vnv v'.ap� ^e_303o0 w z z w U z O_ 5 a m k o (D 2 a0 1 z_ in W z W z z g O w a U C-0 �--LINE DESCRIBED DOC. NO 341573 0 ROADWAY AND UTUTY EASEMENT ) GO 95TH _ STREET. SOUTH (PUBLIC' PER DOC. 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IAI C-1 I 3,500 SF RJ SCHINNER " LOT 1'' APPROX. 125,000 SF, ENDEAVOR DEVELOPMENT zla EXPANDABLE TO 175,000 LOT 2 Q'I DISTRIBUTION CENTER aIQ 171,600 SF Iru" FUTURE ',.^': IS LOADING DOCK __ T - - -- ____ - -- RPPI—E & UTLTv —KENT ;�L"ENT Ru IPERI ATE 'OF l ____----- ---------- ---------------------- ------------------------ UtIL Tv EASEMENT "T � '' - ''.�.,''.:.,',,�,,';,^��,'�•,^y'�^y'; ,'.:^•�•� -PID: �0003 �irM � � Ma easswiseam- ` 21,027,21,32 OWNER: CITY OF COTTAGE GROVE EXISTING LEGAL DESCRIPTIONS LOTI,BLOCKI, GLENGROVE INDUSTRIAL PARK 9TH ,VASHINGTON COUNTY, MINNESOTA ADDITION PARCEL AREA TABLE PARCEL AREASF AREAAC EXISTING LOT AREA 835,097 19.17 PROPOSED LOT 1 407,027 9.34 PROPOSED LOT 2 428,070 9.83 ALLIANT 733 Marquette Avenue style Too n—anl� mr.�omoz b.aiila es a `„ \ FORP\M�NPR� Know whafs below. a p Call before you dig. 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I— M,nnes- M, Im—son CITY I NUTTA—USE MINNESULLF 7\ Tohmp'.n,—Walp= :'ullhreCnN IUh 1� --- 121 S—d Sgned Mcwr aleix col— 01 'uda-oS-1—'olCd-hT-- 'd—lol— 'n,-,o--IhM,nnes--l.es .,Ion— Su. 11 lhspal—en—e—d -sh,­n CouIU, W—­ FENOTEI -ALLINCTON COUNTY CAST IRON MONUMENT FOUND, DENOTESSET, 112 INCH A 18 INCH IRON MONUMENT .SET MARKED By LICENSE NO, 44110 UNLESS OTHERWISE SHCON SITE DENOTES FOUND 1/2 INCH IRON FIRE MARKED AS MY_ L SALE THE ORIENTATION OF THIS BEARING SYSTEM IS RASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD83 (86ADT C 50 ISO 200 VICINITY MAP SECTION 21, TOWN81-11P 27, RANGE 21 SCALE IN FEET NOT TO SCALE UF' _ 00 '_ AK Al ALLIANT 95TH STREET SOUTH OFFICE ! �4 I'l I'l III I T RJ SCHINNER LOT 1 ENDEAVOR DEVELOPMENT APPROX. 125,000 SF, EXPANDABLE TO 175,000 LOT 2 DISTRIBUTION CENTER r 171,600 S F It . . . FUTURE LOADING DOCK Tlvii fl r I li 11 111 4 fl tl- '1 11 -11 1 11 11 ---------------------------------------------- ------------------ --- ------------------ ------------- All --------- 5 MENT IPERM PUAT OF --------------- ------------------ ---- ------------- SITE DATA: SITE DATA, LEGEND, Ni g 2 llPllEl 1= IEE 1— 1-1 �F I t I t I t — Know whafs below. a p Call before you dig. DW 811 F- 46 ALLIANT 733 Merauette A,-- 55402 z z 0 cn m F3 . 0 cc cn 0 z 0 z z z 13 z C-3 ALLIANT 95TH STREET SOUTH— BMs °e'00venue /'/� \ neapI I MN 55002 >. 61 — 1". t� i a_ I ---- 72z 7111 ,a. ,as.,9 ,aa�s 3O,50F0ICSEF ti as 31RJ SCHINNER \ 1 ess FUTURE APPROX. l2s,000SF, ENDEAVOR DEVELOPMENT e` ADDITION `ENDABLE TO 175,000 as LOT FFE 787.0 DISTRIBUTION CENTER m 171,600 SF ,a4 FFE 787.0 \ \ m n ,an 3, 0 s�z B 3 I - �aa �Bz p - — r�o --�----- - a; � yen I I ewe, 4 71141 r I _� _ a�M —n, _ -------- — -- — — — — - — — — ,e-------- -__ , — — — — — _ ---- -- - - — — — — — — — — — — — — — — — — — — Z W 2 � O GRADING NOTES: LEGEND: m k �...� r�.awm �w� sway sew[ ow.+moM rwoPosm ac�m�.6. µo amws[o mMovw N m 2 rpo�r �o�,nwveEo�, �,. a�,o w.,Eeoo�:s:_�o„eowov�svoirwv�,�o�, — —d6 — omPw:� oa+oo,wEws O Z Z PoEWwo aowo<<=, ,, oRo E , 'E"E" mE ona o����an �w �n�m= �PmKo IF ,H 1n 1 �PnEo w�w �Pw�o sE�o � PaoPoSEo rv<.,a FOPP �.o. P «aw o E.o.«w,o o EwM.E PwoPRu,E M oo. Not FOP aLn ,s=­­/­ TR7 aIRIIII IIAM oa.A C-4 LEaK CONSTRUCTION ENTRANCE 'INLET FUTURE ADDITION a ROCK CON S TRUCTION ENTRANC��� 95TH STREET SOUTH ------------- ---------------- - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - LL I r -TON. TYP-/ _____j0FFlCE 3,500 SF RJ SCHINNER LOT 1 APPROX. 125,000 SF, EXPANDABLE TO 175,000 F-1 FU LIRE T MG D 'Z� Ck p -- -------------- -- ----- ---------- -- -------------- - ----------- ------ 7L ---------- i� Zi E, 7777177 S�L7 FENCE, - - - - - - - - - 77ttt TYP E------ --- ---- ------ ------------ ENDEAVOR DEVELOPMENT LOT 2 DISTRIBUTION CENTER 171,600 SF --- - ------- ----------- ------ _D� - - - - - - - - - - - - --- - - - - ------- --- - - - - - - - - - - - - - - - - - - - - - - - - - -0, -LE IN FEET E, co ILL FENCE LT LT I-OK, IE FLEE FLETT ---------- ------ e ------- ---- ------- 12 EROSION CONTROL GENERAL NOTES EROSION AND SEDIMENT CONTROL SEDIMENT CONTROL PRACTICES: EROSION CONTROL SCHEDULE. MAINTENANCE PROGRAM. 11FENIEEN" FILT1111LILL E'L �FEEEN E LE"Ell EFN LFENlo m-N NN oo ELL E, IL TEM­ E1.10N IND 1EDMINT C-10L EFF-El IFILL IE llll�Ly IEITMEIN�T OE LEFEMENT IF I- OF F NT "o" LD Em EDT_TF0'NEATCl'l­NmE F01 TIE LEE 4 LNTI'T'10'IOT'�N-1�"T.T-TL�E"I'E��ll' IRT[ ­%'E' ZOLILITEYDNZILLIT 'INIE-OE o L T E D E TIE NEFT 1-11-10N E­ 7"LCE.11 NCN`.l� ol 11E _LL Loo �oT M DIEWATERING F_E, o NI IEI U L' FLYL 1� 9PITED, M NT E ILOINI ­ I �E E1101ED LFNIEI E E N AT N EI M�M "o" DLTE'F� A II -EN IINTIII .0 IMOT E 1L.EYN' I'IEINF'l N� E" FE IF ILE ILI FL 11 N TIE F En TOl oNl 'N No D'__ �D E 0 T 00 k5 ON�CE INO N2T4Z 7 M OF1`1 0'0`M T L'I t 00KIN 0 V N 'IN SW PPP 3MP QUANTITIES PERMANENT COVER. 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N."'.E. ­­ ­1HOD Nl­­,,I� NIA 55402 .7-FI3 C-5 0 -------------- u 7-- --- ---------- ----------- --- ----------------------- ---- ---------------- -- ------- --- -- --------- ------------------- ------------ --- --- — 1-d—d-111 Ilil III ijif f LLL --- d— - - - - - - - - - - - - - - - r ........ .. ....... 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All-P. t, 7DP In neapolis, Hi 55402 .7..lPo r d AT � CONCRETE SIDEWALK � LIGHT DUTY�BITUMINOUS PAVEMENT n B612 CONCRETE OUTFALL CURB AND GUTTER .2 MNDOT PEDESTRIAN RAMP DETAILS 2 1 . ... .. . n HEAVY DUTY BITUMINOUS xPAVEMENT iiiiiiiiiii iiiiiiiiiii-iiiiiiiiiii iiiiiiiiiii 1111111111IR I I DOLLY PAD CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT 2� 21 ll� 11111TI., DII-1- 6, 9 STEEL TUI�'ONCRETE BOLLARD TYPE 6H HC BOLLARD ACCESSIBLE xPARKING STALLS a W. mmwi,� 46 ALLIANT 733 kl.rq— A-- Suite i00 13 --OBO 55002 L so wman,swou. t,. v�j 6 .W. �awnu0u cuu I� ^tlnzoeo�..xxac 46 ALLIANT 733 5' 13 Z f 05502 vaevev.all�ane 303eom z W U 5 a a � N_ m W N W O] 2 N Z 5 w w m m o a�a��.r Ass�AAH�Ei�oH.Ro� C-7.1 H STREET SOPTH- JP - RJ SCHINNER LOT 1 APPROX. 125,000 SF, EXPANDABLE TO 175,000 ffil- mmilill 11 M -=Niiimlml 2Z, PlID: 2111,00002213,2= --------- OWNER: C� Y OF T7 GE GROVE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LANDSCAPE NOTES, SEEDING NOTES LANDSCAPE REQUIREMENTS N—L 4 � N QIL 1� �L L "' ZEN 'N= ll�E�IE,,F�NEE�111E IEEI N 3, —�5�5PN`F.EN 21"HEMPILBTEE BEFD.o�oL.�HIEN�LE�"H"'E�DFEPD'H�"F�D'�E�K o '��L ""NEE 'No%N_F'�ElEE'lE —11 L IE 1ILLE. NN Fll, %GFF� Ey �E_�,-_�,�OF�LN&OP —,—ED N— 1— m—H lo �E 1-1- 1. 1,101lNl�lMll%lEE oF E, L 0E&`ELQK H F_ 0—H ­0 IE 81 NN, .0 N, Irz or NMPI M�ENI; N-NNO —INNI. NEIEENNO. 1.11. —1— ,�— nN .1 'N IL 1111 111— 11- �� —Pll wl,u —N 1-1 111 INLY � A 9 C­ ­=E ­11oLNEE1­41 61�HIE 1.4112N P "HE —=N� INIE—o— —111EI 10— �l T111 M—N PLOO-11 .1 11111 — 11—N �l 1111- I I—P P-1 111—El — 1-1 - —111 —11NI —M -D—PE ALLIANT 7. Marquette Avenue Suite 7DD neapolis, HiN 55402 7 7 ENDEAVOR DEVELOPM LOT 2 DISTRIBUTION CENTER 171,600 SF ------------ ---------------- ---------- --- LANDSCAPE SCHEDULE: �4 -D—PE 'H­ NML `Eg'IM MEL NIMD% N LEELN."�ED M" 7 `,�f L'=Nllll 11-1 1 1 E ND `N ` El IDE—� "`NN­ —NT INLE11 .11E—E 1— N,JD N? 0 T�4'lpl`01 'N _N I . N I I wR� —L —E N —1— WIH �ILD�Nl — IDE-1. 'HE 11—N _ I LL —E o" " 1 .1-111 .1 1PI—D 1111 C—DIN11 — all —01 1EIP-1- 10—�NI THE L-1 �F _N�l_ 4 1--D M-1 —1 —1 'IE Nl—"nN NIIEIIInN F E, �N SHRUB PLANTING DETAIL 17!�PLANTNG DUAL O� �ENNIAL PLANTINGS �1!�CHATS�IDEWALKD�ErAIL �N D �-Fl 01 E—L CH AT N , SOD �DETA,. I—E IN= z z 0 z cn m cn w cc �l I M 0 2 z cn 93 zzn z z L-1 95TH RJ SCHINNER LOT APPROX. 125,000 SF, EXPANDABLE TO 175,000 -' �.—r - - -- �iaa a eor� `Faiai ■i�i ���o�a aor`����iiWit��� ■ • ENDEAVOR DEVELOPMENT LOT 2 DISTRIBUTION CENTER 171,600 S F °y, L DAB NG'D E,1'E�F'6'7V�'IT✓FJ;�S � +rr �'-,.-. 1 • — — — — — — — — — — — — — — — — — — — — — — FORP\M�NPR� r• P U L S E never ordinary 0 Know whafs below. (((���[[[ jjj a Up u Call before you tlig. vee c�z ♦eom �� B pia1811 ALLIANT 739 Marquette Avenue P-1 COTTAGE GROVE BTS NEW CONSTRUCTION IENDEAVOR DEVELOPMENT JAMAICA AVE 5 & 95TH ST 22026 200 SOLITHDALE CENTER, COTTAGE GROVE, MN 55016 1 CITY SUBMITTAL MINNEAPOLIS, MN 55435 1 1 07-27-2022 1 1 CERTIFICATION CLIENTAPPROVAL SHEETINDEX GENE- J,ENGEAVOR I ALLIANT M.'M.'rE� PRIN-L I-- -AR.- 71., MohagenHanson.com Q Q Q Q Q Qo Q Q Q Q Q 5 inner i IRA O & ENK Real People. Real Solutions. MEMORANDUM Date: 08/12/2022 To: Ryan Burfeind, PE From: Mike Boex, PE Subject: Endeavor Distribution Center Plan Review City of Cottage Grove, MN Project No.: ON1.127110 3507 High Point Drive North Bldg. 1 Suite E130 Oakdale, MN 55128 Ph: (651) 704-9970 Bolton-Menk.com This memo summarizes the review of both grading documents and street & utility documents submitted by Alliant, dated 07/26/2022 (received 07/27/22). C-0: C-1: 1. List the horizontal and vertical datums used on the project. 2. Add a note on this sheet stating that the City of Cottage Grove's Standard Specifications for Street and Utility Construction shall govern for all improvements within right-of-way or public easement. a. The City of Cottage Grove's Standard Specifications for Street and Utility Construction and details plates have been updated in 2022 and are located here for reference: https://www.cottagegrovemn.gov/251/City-Standards 3. It appears the existing topographic survey of the site is now out of date given the recent site grading project in the spring and summer of 2022. Be aware that some storm sewer has also been removed from the site as a part of the recent construction activity, please refer to the City's construction plans if desired. 4. Final plans shall include a removal plan. a. Curb and street patching will be required for the proposed driveway aprons in accordance with city standard detail STR-21. Please be aware that a mill -overlay will be required to centerline of 95th Street. i. Add STR-21 to the project details on C-7.1 ii. 95th Street should be patched to match the existing pavement section 6.5" of bituminous and 8" of class 5 aggregate base. iii. The pavement should be 3 lifts: 1. 2.5" Type SP 12.5 non -wearing course mixture (3,B) (SPNWB330B) 2. 2.0" Type SP 12.5 non -wearing course mixture (3,B) (SPNWB330B) \VCocg-fsl\groupsVCITYFILES\22 CITYFILESV054PP Endeavor -95th and Jamaica 2022-08-22\2022-08-12 Review Memo\127110 Plan Review 2022-08-12.docx Bolton & Menk is an equal opportunity employer. Endeavor Distribution Center Plan Review Page: 2 3. 2.0" Type SP 12.5 wearing course mixture (3,E) (SPWEB340E) a. Wearing course to be final lift including mill -overlay area iv. Multi Comp (epoxy) striping should be provided where impacted. C-2 Preliminary Plat: 5. Ensure existing features are depicted on all applicable plan sheets. a. For example, the traffic signal poles at 95t" Street and Jamaica Avenue are not displayed on this sheet or C-3 but are depicted on other sheets. C-2 Final Plat: 6. The plat should be called the 111" addition instead of the 101" addition. The 101" addition has already been recorded within the industrial park. C3: C4: 7. Please clarify if the project is intended to be phased and depict project phasing if applicable. As shown, no phasing is anticipated. 8. Clarify what the vertical lines represent in the sidewalk in front of the ADA stalls. 9. Note 21: Revise the note to state all work within city right-of-way or public easement shall conform to the City's Standard Specifications for Utility and Street Construction. Eliminate the reference to the county. 10. Depict concrete driveway aprons in accordance with city detail STR-21. 11. Clarify curb type within right-of-way (13618). 12. Place stop signs at each entrance on the back side of the proposed bituminous trail. 13. The Site Data table depicts 80% impervious surfacing. Since TG-P14 was designed to accommodate 85% impervious or less, no additional site stormwater BMPs are required. 14. The building coverage for each lot is shown to be over the maximum allowable of 35%. Please review and revise to meet the City's requirements. 15. Note 13: Please identify where walls are proposed on the project or remove the note if not applicable. Depending on wall location and height, the wall may require the city standard fencing material. 16. Please label the normal and 100-yr high water levels of regional pond TG-P14 on sheets C4 and C6. a. NWL = 772.0, HWL=780.0 17. Label all Emergency Overflow (EOF) elevations on the plan for clarity. 18. Additional detail should be provided for the construction of the concrete apron within public right-of-way. Additional elevations at ROW should be provided in addition to grade labels. 19. Ensure the existing boulevard along 95t" Street drains and is graded at a 3%typical grade after development of the site is complete. Bolton & Menk is an equal opportunity employer. Endeavor Distribution Center Plan Review Page: 3 C6: a. Include a trail construction sheet to depict additional detail related to the construction of the trail. 20. Clarify the three various contour types shown on the plan. Specifically, along the south property line there are "proposed" and "proposed by others" contours within the site (780 contour) that appear to conflict. Please revise to show existing and proposed. 21. FES-0: Please adjust the location so the FES is directed towards the pond bottom. Please note that additional riprap may be required as directed by city staff if pond water levels are low. Riprap may need to extend to the water level or pond bottom as needed. a. At a minimum, rip rap quantities should correspond to city standard detail STO-12. Please revise the quantity to 25cy min. 22. Notes: a. Note 5: Clarify that the City of Cottage Grove's Standard Specifications for Street and Utility Construction shall govern for all improvements within right-of-way or public easement. b. Note 17: Change the reference from Washington County to the City of Cottage Grove. 23. There are locations where minimum 10-ft clear separation from watermain and sewer pipes is not achieved (e.g. near the northwest corner of building 1), please review all locations. 24. Hydrant locations will be reviewed by the City's Fire Marshall. a. Ensure all hydrants are located outside of the collapse zone of the building (1.5 times the height of the wall, or 60 feet in this case). 25. Add a hydrant at the existing 12" stub in the southwest corner of the 951" Street/Jamaica Avenue intersection. A concrete hydrant access pad should be provide per city standard detail STR-37. 26. Site Utilities: Watermain: the watermain is viewed as a private feature for the proposed buildings and a private maintenance agreement that is recorded between the two parcels should be obtained. Public drainage and utility easement can remain over the private main in the event the city needs to access the main, valves, or flush hydrants. i. Similarly, the shared driveway and storm sewer system should have private agreements. 27. Consider shifting on -site valves near the common property line. 28. Wet tap the existing watermain along Jamaica Avenue with valves and identify the valves on the plans. a. The wet tap on the south side of the site will connect to an existing 24" DIP along Jamaica Ave., not 12" as currently noted. The northern wet tape is noted correctly. 29. 12" watermain shall utilize butterfly valves, see city standard specifications for product details. Please investigate and be aware of potential lead times. Bolton & Menk is an equal opportunity employer. Endeavor Distribution Center Plan Review Page: 4 C-7: 30. Label the size and material of the existing sanitary sewer along the south side of the property (21" PVC). 31. A 6" sanitary service connection is depicted for each building at a manhole. a. Internal drops are currently depicted. An internal drop requires a 5' diameter or greater structure for access and maintenance per city standard detail SAN-4. Please confirm the elevation of the 5'-diameter barrel section in each existing manhole to ensure the entire inside drop is located within the 5' section and not within a cone transition or modify the manhole accordingly. b. Drop manholes will need to be lined in accordance with the city standard specifications. c. Add a note to reconstruct the invert of each manhole. d. The city recommends a cleanout on the 6" sewer service line at intervals not exceeding 100-If; see city standard detail SER-10. In paved areas, cleanouts should be protected per city standard details SER-11. 32. CBMH-1 should be a sump structure per city standard detail STO-6, please label accordingly. 33. Pipe from CBMH-1 to FES-0: a. Class 3 pipe should be identified in the storm schedule b. The invert of the FES should be placed at the NWL (772.0). c. The grade of the pipe should be reduced such that the maximum velocity into the pond is 6-fps or less. 34. Parking stall width shall be 9-ft minimum per city code; please revise detail 11 to reflect this. a. It appears the site plan has been drawn to reflect 9' stall widths so the detail should match. C-7.1: 35. Due to the presence of bedrock, please add city standard detail BED-4 for pipe bedding when bedrock is encountered. At a minimum, this detail should be used for any utility that will be within easement or right-of-way (e.g. the watermain). L-1: 36. Thrust blocking per city standard detail WAT-6 should be provided. 37. Landscape Note #1: revise note to state that 6" minimum topsoil shall be placed within right-of- way. 4" depth may be used on private property if desired. 38. The City Forester will review the landscape plan for details related to tree species and planting locations. List the following restrictions on the plan sheet and ensure they are applied to the proposed plan: a. Deciduous trees should be located a minimum of 5' off any utility pipe b. Coniferous trees should be located a minimum of 15' off any utility pipe c. No tree should be located within 10' of a hydrant or 15' from a streetlight Bolton & Menk is an equal opportunity employer. Endeavor Distribution Center Plan Review Page: 5 d. No trees should be located within a storm pond HWL e. No trees should be located within a storm pond's 20-ft access route, and no coniferous trees within 5' of the 20' pond access route f. No coniferous trees within 20' of a proposed sidewalk/trail g. No deciduous trees within 5' of sidewalk/trail 39. Due to the restrictions outlined above, there appears to be coniferous trees too close to the proposed trail along 951" Street, the trunk sewer along the southern property line, and some trees near hydrants on the site. 40. Numerous plantings are shown within the 30-ft rear drainage and utility easement (trunk sanitary); please keep all proposed plantings outside of the easement or on easement line. 41. Please depict all new surface features such as traffic signs, streetlights, and hydrants on the landscape plan to help identify potential conflicts. 42. All sodded areas shall be irrigated. Please provide irrigation stub locations off of the private watermain. City standard detail SER-12 is recommended. 43. Landscape calculations should be shown separately for each proposed lot. 44. A total of 57 overstory trees for Lot 1 and 60 overstory trees for Lot 2 should be provided. 45. The parking lot for each lot should include 8% landscaped islands or landscaped bump outs between stalls. Please revise 46. The east side of the building on Lot 2 requires at least 50% of the wall length to be landscaped with an average depth of four feet. Please revise. 47. Stnrmwater: 48. Rate Control: Regional stormwater BMP TG-P14 includes a wet sediment pond connected to an off-line infiltration basin. The pond and infiltration basin provide rate control, volume control and water quality treatment to the Endeavor/Schinner developments. Provided that the proposed impervious percentage of the Endeavor and Schinner Developments remains less than the planned 85%, no other volume control or water quality treatment is required by the City or Watershed (including the NPDES Construction Stormwater Permit). a. Please verify that stormwater from the site can be conveyed to the regional pond. For example, if the storm drain capacity demonstrate that runoff will overflow to the regional pond. 49. Rational Storm Sewer Design: Sheet C-6 shows the storm sewer planned for the site. On -site storm sewer should be sized to a 5-year rational method design. Submit design calculations for the storm sewer system and a drainage area map showing each catchment with manholes and catch basins labeled. Include individual pipe segment velocities with calculations for review. a. Pipe sizes and slopes should be selected to provide a minimum open channel velocity of 3 feet per second. b. Maximum storm sewer velocities should be kept at 10 feet per second or less. Bolton & Menk is an equal opportunity employer. Endeavor Distribution Center Plan Review Page: 6 c. When changing pipe sizes in structure, match crown of pipe elevations instead of inverts. d. Please show storm catch basin IDs, pipe sizes, grades, elevations, and drainage areas on the plans consistent with the rational design tables. e. Pipe outlets to wet ponds should be placed at the NWL and have design velocities of 6 fps or less. Pipe outlets into filtration basins or other overland discharge should have design velocities of 4 fps or less. 50. NPDES Construction Stormwater Permit: Due to the size of the development area and areas of disturbance and new impervious surfaces, an NPDES Construction Stormwater Permit is required. 51. SWPPP: The SWPPP was reviewed using an MPCA SWPPP Checklist and the following items should be addressed: a. Describe the nature of the construction activity. b. Identify the person knowledgeable and experienced who will oversee the implementation of the SWPPP. c. Identify the entity (name or title) responsible for performing future Operations and Maintenance (O&M). d. Identify the training requirements are satisfied. e. Describe project phasing. f. The SWPPP must account for expected amount, frequency, intensity, and duration of precipitation. g. The SWPPP must account for the range of soil particle sizes expected to be present on the site. h. Locations and types of all temporary and permanent (including infiltration areas) ESC BMPs. i. Stormwater flow directions and surface water divides for all pre- and post -construction drainage areas. j. Impervious areas (Pre- and Post -Construction). k. Soil types. I. Locations of all wetlands, surface waters, and storm ponds that will receive pre- or post - construction site runoff. m. Are Temporary Sediment Basins required on site? i. Adequately sized and appropriately located ii. Designed to prevent short circuiting? iii. Outlets designed to remove floating debris, withdraw from the surface, and allow complete drawdown? iv. Do outlets have energy dissipation? v. Have a stabilized emergency spillway? Bolton & Menk is an equal opportunity employer. Endeavor Distribution Center Plan Review Page: 7 Regional ponds: SWPPP should describe the use of the existing TG-P14 Regional Pond for permanent stormwater treatment (rate control, volume control and water quality treatment) that is provided by the wet sediment basin and off-line infiltration basin located on the adjoining parcel. o. 50-foot buffer or (if not feasible) redundant sediment control when adjacent and drains to a surface water. 52. Control Erosion at Construction Sites: The city requires that applications for new or redevelopment activity include in their applications for City review, a SWPPP as required under the NPDES construction permit in effect at the time of review. Construction sites will be inspected to ensure compliance with the existing erosion and sediment control ordinance, Watershed District requirements, and with the construction site permit under NPDES Phase II MS4 rules. The city completes quality assurance inspections on all NPDES permits in the city (where the city is not the owner) twice each month. Erosion and sediment control best management practices as outlined in the Minnesota Stormwater Manual will be required and must be shown on required submittals to the City for approval. Any street sweeping conducted by the City to remove erosional debris from streets will be charged to the owner of the property. Bolton & Menk is an equal opportunity employer.