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ITEM 3.2
ITEM 3.2 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCTPC@DPlanningCo.com PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP RE: Otsego — Nystrom & Associates, LTD REPORT DATE: 9 August 2016 ACTION DATE: 17 September 2016 TPC FILE: 101.02 BACKGROUND Nystrom & Associates, LTD has acquired Outlot B, Waterfront East 3rd Addition and is proposing to build a 27,892 square foot office building. The subject site is located at the northeast quadrant of TH 101 and 90th Street. The proposed development requires consideration of applications for PUD Development Stage Plan, preliminary plat, and final plat. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 18 August 2016 at 7:OOPM. Exhibits: A. Site Location B. Development plans dated 7-21-2016 (15 sheets) ANALYSIS Comprehensive Plan. The Comprehensive Plan guides the subject site for commercial uses based on proximity to the TH 101/CSAH 39 interchange and visibility from TH 101. The TH 101/CSAH 39 area is to be the City's primary commercial location with a wide range of retail, service, and office uses serving local residents and surrounding communities. The proposed medical use and office building is consistent with the land uses guided by the Comprehensive Plan for the subject site. PUD District. The subject site is zoned PUD, Planned Unit Development District in accordance with the ordinance adopted by the City Council on 10 November 2003 and PUD Development Stage Plan for Otsego Waterfront East approved on 10 June 2004. This area was planned as part of the PUD Development Stage Plan to be developed as four separate lots with restaurant uses based on visibility from TH 101. The proposed development modifies the original development plan with construction of a two story office building. Uses within the PUD District are allowed as provided for within the B-3, General Business District and office uses are a permitted use. Surrounding Uses. The subject site is surrounded by existing and planned land uses shown in the table below. The proposed office use will be compatible with the land uses planned or allowed as part of the PUD District. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Undeveloped East Commercial PUD District Undeveloped Office/Restaurant South Commercial PUD District Undeveloped West Commercial PUD District TH 101 Otsego Waterfront Building Design. The proposed building is a two story structure with a contemporary modern design. The exterior materials include a precast concrete panel base with engineered lap siding in two colors. The entry way for the proposed building is emphasized by a cultured ledgestone material that extends eight feet above the rest of the building. The exterior materials used for all four elevations of the building are appropriate for the design of the building and comply with the requirements of Section 20-17-4 of the Zoning Ordinance. Lot Requirements. There are no minimum lot area or lot width requirements established by the PUD District. Setbacks required by the PUD District are outlined in the table below. The principal building complies with all applicable lot requirements of the PUD District. The off-street parking areas do not comply with the 15 foot setback required from the Quantrelle Avenue right-of-way. The site plan must be revised to provide the 15 foot setback to maintain the streetscape, provide space for plantings in front of the parking stalls, and provide for visibility. _ 2 Principal Building Parking Quantrelle Ave. Side Rear Quantrelle Ave. Side/Rear Required 30ft. 10ft. 20ft. 15ft 5ft. Proposed 80ft. 90ft. 35ft. 5ft. 5ft. The principal building complies with all applicable lot requirements of the PUD District. The off-street parking areas do not comply with the 15 foot setback required from the Quantrelle Avenue right-of-way. The site plan must be revised to provide the 15 foot setback to maintain the streetscape, provide space for plantings in front of the parking stalls, and provide for visibility. _ 2 Access. The subject site is proposed to have two accesses to Quantrelle Avenue. The accesses are to be 24 feet wide as allowed by Section 20-21-4.H.7.b of the Zoning Ordinance. The developer will be required to remove existing curb cuts that were installed at the time Quantrelle Avenue was constructed that are not utilized by the proposed site plan and replace with concrete curb. All curb replacement is subject to review and approval of the City Engineer. Off -Street Parking. Office uses are required by Section 20-21-9 of the Zoning Ordinance to provide three stalls plus one stall per 200 square feet of net floor area. Based on the 27,892 square foot area of the proposed building (25,103 net square feet), 129 off street parking stalls are required. The site plan provides 262 off-street parking stalls including seven ADA accessible stalls. The off-street parking stalls are designed with dimensions of nine feet wide by 18 feet deep accessed by 24 foot wide drive aisles. The parking lot will be paved with an asphalt surface and surrounded with perimeter concrete curb and curb landscape islands. The design of the proposed parking lot complies with Section 20-20-4.H.1 of the Zoning Ordinance. Sidewalks. The Waterfront East PUD Development Stage Plan included plans for provision of sidewalk along both sides of Quantrelle Avenue to be installed as each parcel developed. The developer will be required to construct a five-foot wide concrete sidewalk with ADA required pedestrian ramps and metal plates the full width of the subject site abutting Quantrelle Avenue. Landscaping. The developer has submitted a landscape plan for site plantings. The landscape plan must be revised to provide for shade trees 40 feet on center along Quantrelle Avenue Shade trees are to be provided 60 feet on center or coniferous trees 40 feet on center along the side and rear lot lines. In -ground irrigation is required to be installed in accordance with Section 5-7-3.13.4 of the City Code. The revised landscape plan is subject to review and approval of City staff. Exterior Lighting. The submitted plans do not include an exterior lighting plan. The developer is required to submit a plan indicating the location, type, height, and illumination pattern of all proposed exterior lighting. All exterior lighting must comply with the provisions of Section 20- 16-6 of the Zoning Ordinance. The exterior lighting plan is subject to review and approval of the Zoning Administrator prior to issuance of a building permit. Signs. The submitted plans illustrate one wall sign on both the east and west elevations of the principal building. The wall signs are 124 square feet and are within the 200 square foot area allowance of Section 20-37-6.0 of the Zoning Ordinance. No freestanding signs are shown on the submitted plans. Section 20-37-5.0 and 20-37-6.0 of the Zoning Ordinance allows a primary freestanding sign of 200 square feet up to 50 feet in height and a secondary freestanding sign of 64 square feet up to 15 feet in height. All signs require issuance of a sign permit by the Zoning Administrator prior to installation. 3 Trash. The site plan includes an enclosure for storage of trash and recycling containers at the northwest corner of the subject site. Section 20-18-4.0 of the Zoning Ordinance requires the enclosure to be at least six feet in height and constructed of materials consistent with that used for the principal building. Plans for the trash enclosure must be submitted prior to issuance of a building permit and are subject to review of the Zoning Administrator. Grading. The developer has submitted plans for grading, drainage, and erosion control for the subject site. The grading plan is subject to review and approval of the City Engineer. Utilities. The subject site is within the East Sewer District and sanitary sewer and water utilities are available at the subject site. The developer has submitted a utility plan for connection to sanitary sewer and water utilities. All utility plans are subject to review and approval of the City Engineer. The developer is required to pay utility availability charges for the subject site with the final plat. Chapter 6, Section 2 of the City Code specifies that utility availability charges for commercial development is calculated as 3.5 RECs per acre at the rate indicated on the current fee schedule and shown in the table below for the proposed development. Utility connection charges will be determined and paid at the time the building permit is issued for the proposed building. Park and Trail Dedication. Park and trail dedication requirements for Waterfront East, including the subject site, were satisfied with the initial final plat approval with dedication of park and trail easements and improvements within Outlot A. Easements. Section 21-7-15 of the Subdivision Ordinance requires drainage and utility easements to be dedicated with the final plat. Drainage and utility easements must be 10 feet wide at the perimeter of the lot. Existing drainage and utility easements were platted with the initial Waterfront East final plat overlaying in-place utilities and are not affected by the proposed development. All drainage and utility easements are subject to review and approval of the City Engineer. Development Agreement. The developer is required to enter into a development contract with the City upon approval of the final plat memorializing the entitlements and providing for all required securities, fees, and conditions of approval. The development agreement for the subject site will incorporate the financial credit to the developer for the proportional share of the construction cost for the regional storm water basin within Outlot A that is provided by the City subject to the proposed building meeting specified value thresholds at the time the CI Area RECs Fee (2016) SAC/WAC Due Water 5.24ac 3.5/ac. $1,613/REC $29,582.42 Sewer $2,310/REC $42,365.40 Total $71,947.82 Park and Trail Dedication. Park and trail dedication requirements for Waterfront East, including the subject site, were satisfied with the initial final plat approval with dedication of park and trail easements and improvements within Outlot A. Easements. Section 21-7-15 of the Subdivision Ordinance requires drainage and utility easements to be dedicated with the final plat. Drainage and utility easements must be 10 feet wide at the perimeter of the lot. Existing drainage and utility easements were platted with the initial Waterfront East final plat overlaying in-place utilities and are not affected by the proposed development. All drainage and utility easements are subject to review and approval of the City Engineer. Development Agreement. The developer is required to enter into a development contract with the City upon approval of the final plat memorializing the entitlements and providing for all required securities, fees, and conditions of approval. The development agreement for the subject site will incorporate the financial credit to the developer for the proportional share of the construction cost for the regional storm water basin within Outlot A that is provided by the City subject to the proposed building meeting specified value thresholds at the time the CI Certificate of Occupancy is issued. The City Attorney will draft the development agreement and it is subject to City Council approval. RECOMMENDATION The proposed office building for Nystrom & Associates, LTD is a positive addition to the Waterfront East development that complies with the policies of the Comprehensive Plan and requirements of the PUD District, Zoning Ordinance, and Subdivision Ordinance. Our office recommends approval of the applications as outlined below. POSSIBLE ACTIONS A. Motion to recommend City Council approval of a PUD Development Stage Plan, preliminary plat, and final plat for Nystrom & Associates, LTD subject to the following conditions: The developer shall at their cost remove existing unused curb accesses on Quantrelle Avenue and replace with concrete curb, subject to review and approval of the City Engineer. 2. The site plan shall be revised such that off-street parking areas are setback a minimum of 15 feet from the right-of-way of Quantrelle Avenue. 3. The submitted plans are to be revised to include a five foot wide concrete sidewalk within the Quantrelle Avenue right-of-way the full width of the lot, subject to review and approval of City staff. 4. The landscape plan shall be revised subject to review and approval of City staff to provide for: Shade trees 40 feet on center along Quantrelle Avenue. b. Shade trees 60 feet on center or coniferous trees 40 feet on center along the side and rear lot lines. C. In -ground irrigation in accordance with Section 5-7-3.B.4 of the City Code. 5. A lighting plan indicating the location, type, height, and illumination pattern of all proposed exterior lighting. complying with Section 20-16-6 of the Zoning Ordinance shall be submitted prior to issuance of a building permit, subject to review and approval of the Zoning Administrator 5 6. All signs shall comply with Section 37 of the Zoning Ordinance and require issuance of a sign permit prior to installation. 7. Construction plans for the trash enclosure shall be submitted prior to issuance of a building permit and are subject to review of the Zoning Administrator. All grading, drainage, and erosion control issue are subject to review and approval of the City Engineer. 9. All utility plans are subject to review and approval of the City Engineer. 10. The final plat shall include all easements as required by Section 21-7-15 of the Subdivision Ordinance, subject to review and approval of the City Engineer. 11. The developer shall prepare a final plat including all of the information outlined in Section 21-3-3 of the Subdivision Ordinance, subject to review of City staff and approval of the City Council. 12. The developer shall execute a development agreement subject to review of the City Attorney and approval of the City Council. B. Motion to deny the request based on a finding that the application does not comply with the requirements of the PUD District, Zoning Ordinance, and Subdivision Ordinance. C. Motion to table. C. Lori Johnson, City Administrator Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Peter Nystrom, Applicant Kevin Green, Wilkus Architects 0 Nystrom & Associates, LTD Exhibit A Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits ❑c 0 E3Parcels M Project Location . j glx n LOCATION MAP A0.0 NOT TO SCALE NYSTROM & ASSOCIATES, LTD OTSEGO, MINNESOTA CODE INFORMATION Protect Description: Now construction of a two store office building. Portions of the second level will be shelled for future expansion. Agalicable Codes: BUILDING CODE: 2015 MINNESOTA BUILDING CODE WITH CITY AMENDMENTS PLUMBING CODE: 2015 MINNESOTA PLUMBING CODE WITH CITY AMENDMENTS MECHANICAL CODE: 2015 MINNESOTA MECHANICAL CODE WITH CITY AMENDMENTS ELECTRICAL CODE: 2015 MINNESOTA ELECTRICAL CODE WITH CITY AMENDMENTS FUEL GAS CODE: 2015 MINNESOTA FUEL GAS CODE WITH CITY AMENDMENTS FIRE PREVENTION CODE: 2015 MINNESOTA FIRE PREVENTION CODE WITH CITY AMENDMENTS ACCESSIBILITY CODE 2015 MINNESOTA ACCESSIBILITY CODE PROJECT TEAM SHEET INDEX [DENT NYSTROM ASSOCIATES BRIGHTON PROFESSIONAL BUILDING 1900 SILVER IAKE ROAn, SUITE 110 NEW BRIGHTON, MN 55112 PHONE NUMBER: (6511 379-1743 CONTACT: PETER NYSTROM CIVIL ENGINEER CEI ENGINEERING ASSOCIATES, INC. Current I Sheet Revision Number - Minimum corridor width shall not be less than 44" - Most Restrictive Use: B (Business) - Dgors in means of agrees: Greater than 32" in Wdth shall be arranged such that there are. no dead ends in Allowable Height: 4THO'+20'-0", 2+ 1 Stories per 504.2 2025CENTRE POINTE8LVO,SUmZ10 A) CHAPTER 3: USE B OCCUPANCY CLASSIFICATION: Sr -BB F.) CHAPTER 10: MEANS OF EGRESS: MENDOTA HEIGHTS, MN 55120 Group: B (Business); Professional services Minimum Number Of Faits Required = 2 Exits PHONENUMBER: 16531452-8960 o Area: 28,172 SF: 14,086 SF per Level - Minimum Exit Width Required: CONTACT: ALAN GTCHPOOL e.) CHAPTER S: GENERAL BUILDING HEIGHTS&AREAS: - Stahways - 0.2' par occupant Other Egreas Components=0.15"peraccupant with automabc sprinkler systems. Pmposad Use(s): 8 (Business) - Minimum corridor width shall not be less than 44" - Most Restrictive Use: B (Business) - Dgors in means of agrees: Greater than 32" in Wdth shall be arranged such that there are. no dead ends in Allowable Height: 4THO'+20'-0", 2+ 1 Stories per 504.2 (IBC 1008.1/ NFPA 18.2.3.3) gprrylTER: -Actual Height: 36'-8" 1009: Stair Tread & Risers WILRU5 ARCHOEETS, PA Allowable Area: 9,000 SF - Stair riser height shall be 7" Max. & 4" Min. 15 NINTH AVENUE NORTH Area Mod�calimc - Stair Bead depths shall be 11' HOPKINS, MINNESOTA 55343 "UnAmiled area par 507.4 1014.3: Maximum E* Trevel Distance (B) PHONE NUMBER: (952) 941-8650 sprinklers are not required to be enclosed, provided at -Allowed = 200'-0- FAX N UMBER: 19521941-2755 DESIGN -BUILD MEP - Maximum common path of agress travel <100, 1017 1: Cg d Ft R to R tin CONTACT: KEVIN GREEN- PROIER MANAGER NC =Noncombustible D.) CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES: A. Per IBC an enclosed elevator lobby shall be provided at each floor here an elevator shaft enclosure connects to more than three stones (not required). 707.14.1 B. Shaft enclosures, including exit enclosures, shall have a fire - resistance rating of not less than two hours where connecting four stories or more, and one hour where connecting less than four stones. Shaft enclosures shall have a fife resistance rating of not less than the floor assembly penetrated, but need not exceed two hours. G.) E.) CHAPTER Required INTERIOR r Wall & C Required Interior Wall &Ceiling Finish Classifications: Fl TYPE OF SPACE CLASSIFICATION Exit Enclosures & Exit Passageways e D.Oldors C Rooms & Enclosed Spaces C .1 NS -For all occupant loads, aa0" fire resisting rating is required C.) CHAPTER 6: TYPES OF CONSTRUCTION: with automabc sprinkler systems. SfRGRNpgL ENGINEER Type: V -B. NFPA Type 1(332) - - (B) W hate mere than one exit is required, the exit access Required Fire -Resistive Ratings: shall be arranged such that there are. no dead ends in 234 NORTH MAIN STREET BUILDING_ ELEMENT$glJy�p, Structural Frame 000 1020.1: Vertical Exit Enclosures Bearing Walls-Ex[enor 000 CONTACT: BRIAN SALFER Bearing Walls- Interior 000 four stales. Nonbearing Walls - Exterior 000 J Nonbearing Wells -Interior 000 sprinklers are not required to be enclosed, provided at Floor Construction 000 DESIGN -BUILD MEP Reef ConsWct- 000 NC =Noncombustible D.) CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES: A. Per IBC an enclosed elevator lobby shall be provided at each floor here an elevator shaft enclosure connects to more than three stones (not required). 707.14.1 B. Shaft enclosures, including exit enclosures, shall have a fire - resistance rating of not less than two hours where connecting four stories or more, and one hour where connecting less than four stones. Shaft enclosures shall have a fife resistance rating of not less than the floor assembly penetrated, but need not exceed two hours. G.) E.) CHAPTER Required INTERIOR r Wall & C Required Interior Wall &Ceiling Finish Classifications: Fl TYPE OF SPACE CLASSIFICATION Exit Enclosures & Exit Passageways e D.Oldors C Rooms & Enclosed Spaces C .1 NS -For all occupant loads, aa0" fire resisting rating is required Cover Sheet with automabc sprinkler systems. SfRGRNpgL ENGINEER 1017.3: Comdor Deade uls - - (B) W hate mere than one exit is required, the exit access BE GINEIHS.INC. shall be arranged such that there are. no dead ends in 234 NORTH MAIN STREET eenldom more than 50 feet in length LESUEUH, MN 56053 1020.1: Vertical Exit Enclosures PHONE NUMBER: (507) 6656255 - Interior exit stairways shall be enclosed With fire barriers with B rafing of not less than 2 hours where connecting four stories CONTACT: BRIAN SALFER or more and not less than 1 hour where connecting less Nan Civil Details four stales. Pre -Development Drainage Map - Exception 9: Interior exit stairways serving only the fiat MEP ENGINEER: and second stones of a building with automatic sprinklers are not required to be enclosed, provided at NOTINSCOPE least two means of egress are provided from both floors DESIGN -BUILD MEP served by the unenclosed stairway. Occupant Lead Calwlations: - Par IBC Table 1004.1.1, Maximum floor area allowance per occupant: - Business areas: 100 gross square feel -Accessory storage area/ mech. equip. room: 300 square feet AREA PER CONTRACTOR: FUNCTION IF SPACE AREA OCC, I= HERITAGE CONSTRUCTION COMPANIES, I!{ First Fluor 14.086 100 141 109081719 AVENUE NW. SUM Second Floor 14.086 100 141 ELK RIVER, MN 55330 Total 28.172 PHONE NUMBER: (763) 200.1553 TOTAL OCCUPANT LOAD: 282 UNTAU: ANDREW HARVALA PLUMBING FlxTURE REQUIREMENTS: Cover Sheet Mate Occupant Load: 141 (71 per floor) First Level Floor Plan Female Occupant Load: 141 (71 per Baer) Second Level Floor Plan Plumbing Fixture Count Calculations- TYPE Exterior Elevations f t- Waterl Water closet 4 (2 each Boerl. 4 (2 each 412 each Boort LavaWry 312 each floor) 3 (2 each floor) Drinking Fountain 2 f2 each floor) N/A UmDl(Op5aml) Substitute for up WA to 66% of req. Civil Details WC Pre -Development Drainage Map -1 Service Sink Requmw Post -Development Drainage Map 'WC: 125 her first 50. 1 per 50 her remainder >50 'LAV: 1/40 forfirst80, 1per SO/orremeinder>80 'OF.' 1/100 Fina nrr>thctlen svalam; The building will be completely sprinkled With an approved automatic sprinkler system. Portable fire extinguishers will be placed as per code requirements. Ac --fl )lily: The building will be accessible to persons with disabilities as required by Minnesota rules, chapter 1341, Minnesota Accessibility Code -Refer to 81.0 & B2.0 Sheet Name CO Cover Sheet C1 First Level Floor Plan WA2.2 Second Level Floor Plan C3 Exterior Elevations CO ALTA Survey C1 Demolition Plan C2 Site Plan C3 Grading & Storm Sewer Plan C4 Erosion Control Plan C5 Utility Plan C6 Landscape Plan C7 Civil Details C8 Civil Details D1 Pre -Development Drainage Map D2 Post -Development Drainage Map iwauPC4 WILKUS 8 C H I T E C T S 16 Nlmh)uKK—NVB, h apld0. MN 6IS119 Phys B�ZBIIJBBOIvxv.w4mMmn NYSI'MM & ASSOCIATES, LTU. Im3fn --.upw�BnlaHr�.AW ssaf2 �ITAGB ' prxaye ��gr�a 0 IJ.J z Z 0 LU W P 0 0 Print Name: MICHAEL U. WILKUS Signature: LiVree.Na. 18380 ExpraJwrlAta: e6-30.18 paw- 07-21-2016 PROJECT NO.: 2016{1644 DRAWN BY: KPG PROJECT NO,: Mlw ISSUE: DATE: Site Plan Review 07-21-2016 OTSEGO, MN sHFRHua�prR/nra: A0.0 Cover Shee[ I GENERAL NOTES FLOOR PLAN GENERAL NOTES FLOOR PLAN LI ! 1 > FLOOR PLAN KEYNOTE WALL FINISH CLG. CLG. RM. # ROOM NAME FLOOR BASE NORTH I SOUTH I EAST I WEST I FINISH HEIGHT NOTES Count < cn cn (n rn cn o o O Oz�: E�: r r r ::� 0 0 0 w O y m m c —I -1 � m m m= o -n -n m D -0 O D 0 0 o O D D A wO O c7 T m C) z w w O� m m z W z O m 0 0 z m m O n _ c �7 > r 0 c 0 mn 0 w D � O --jw m m m m p A � CD O m O m � if Oz z z m z Op m \.cn W 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 1'-10" J O O O O O O O O O O O OEm Em O Em O rn = n T i1 .+ m N T 'TI N T r 11 n m N m j .N.� nN mN N 3 ' T N T N m 4ai _T (., '71 W T_ 1.1 m (., T_ (� T ON N n to1'' 0 T a n N �' n N °� 0 � J n (n m nN w nN � 0 N � 0 N 0 rn w, n N rn C1 N V T rn � A mm T m m T T m T T1 m <i Tm m m m m m❑❑ ❑ ❑ ❑ Jm �^I �m ]m rn ❑m ^ m ❑m Fn N0Ro LIE] 3 WILKUS A R C H I T E C T S 16 NHhAMne 6btl111eP1>na.1/N 6919 Rvs aStBl12BBNY..v.Mv,sMmn NYSTROM ASSOCIATES, LTD- -Ak_HITAGE �w m A I O N p n LE A D W A om A _J O A T I 3 i RE— a ®® N - D1 Prim Name MICHAEL J. WILKUS — o- - Tm mSignaNre: m Z O uN16380 N �O D 006 T 0V D O to OD '11 tp m Dam: 07-21-2016 M] m 2 r 2 El A �q m �\ m I 'n �� PROJECT NO, 111 ( 0 � — � O DRAWNBY: KPG ,\ PROJECT NO.: MJW w O y O O .L fn r (ISSUE. DATE. Um my m 51[e Plan Neview 0]-21-3016 mO i w C N A w r N a 1 Om a Om O 'J N O O O � U 9 OI R [7 N I� (I N '1' C1 N C] (A f " N 0 C (A Z fn C7 N W ti N 0 N0 to '11 REVISION: Dmm m m mj m� V �m m mmm mm t� V g __ ❑❑I __ m y p� I. m > T -i m m - o m 1 , - - m X m c m -- - ---- ------------ =D I w 4 1 OTSEGO, MN OD I v N tP U1 -p �� IV 1, ---nn, — -- — — — -- --- — — —Alan First Level Floor Plan ■omp to cn cn x O 0 D D ccnn -n co D p m (DD O (D r:. 1 WI LKUS A R C H I T E C T S 81�1L/m�Nlah Hgtl�, W d18 Phos �911JeeN asv�Lmv jMTROM & ASSOCZAM M w TAGS O rn w Z Z_ O (D Lu V) O 1 xEREBT CFATFYTIUTTXIS ULAN. svEcuncnnax, oN NEronr wAs UN 1014 Eo ar r surEawslorv, THPTNI/W POULYpCEN3E0 --UNOEft THE LAWS OF TxE aTATE OF MINNEEOTw Print Name: MICHAEL J. WILKUS Signal..; emu No.: 16780 E ow.— 06-30-18 Dew: 07-21-2016 PROJECT NO.: DRAWN SY: A. PROJECT NO.: Ch.*. ISSUE DATE iie F'rn Review 0741-2016 m,01Ecf LOCATgx OTSEGO, MN A2.2 Second Leval Floor Plan n EAST ELEVATION A7.P 118"=1'-0' z NORTH ELEVATION A7.P lie'=1'-0' n WEST WA;l n SOUTH ELEVATION I V j 6.2 ■ ROOF 26' - 8" LEVEL n LEVE. RO_ OF SECOND LEVEL n 1 1 RST LEVEL n WILKUS A R C H I T E C T S 15 NY Aw Nutl, W*=, MN 5911 PFan• ASRBI18566�v.Yw.wik�uiN.¢vn NYSTROM �& ASSOCWES, LTD6 /.HERITAGE Q F— O U) w Z Z O C� w V) O cEmnvrl,wr,xm man, I--RFNDER oaaerroarwas mur—er mmU suremisaxano n44T Iam OF—NCeI,sOF ancNREn NNSEA me wws o6 �x6 stare oe mu+x6sora DRAWN MAuthor PROJECT ND.: Ch.iW ISSUE DATE: site Plan Review 0]-21-2016 eNn,6cr iounarc OTSEGO, MN 1'-'"'-"K7.0 Exterior EI.A.ns \ INV.=85410 LEGEND ® SANITARY MANHOLE ® STORM ... UE 6Bm® CATCH BASIN D nARm FNo s6cnav ATE vaL E ¢ uroRANr ( N 91 ELECTRIC SICN © COMme. d IWCApON Bok fR FlBER nC MGN SEW R WN ERAIN GRO BNDERDRODND ELECTRIC DNDERdiadNO HBER OPTC SPOT E3£YApON EYJSRNG LCi1TWR LINE BINMINDUS SURFACE Z 0 40 BO 20 SCALE IN FEET • FOUND IRON MONUMENT O SET IRON MONUMENT MARKED µ9TH LICENSE NUMBER 22033 ALTA/NSPS LAND TITLE SURVEY FOR: NYSTROM & ASSOCIATES, LTD. 1 PIPE SNB dp (surra sfwp zs• , RiM-ebozb +�'' %NV.-BSSHB INIV ei5R 6T + gg11 mew PROPERTY OWNER: CCI CAPITAL INC l g" PROPERTY ADDRESS. UNASSIGNED (/ PARCEL NUMBER: II6-264-000030 S �t • / LONCR VICINITY MAP cn E E —FACE A--55'54'22' / �e + BENCH 866,93 Fur or is - ,10W HpRANT NOT TO SCALE . -\ G& SJ621'26"W NARK T NASO �J r SUVA ` � �e -H62R=60.00 - - �� Rl6se� -- tffi' 4«z A -57003'40' , 11 . 03 g �"• ,� wuYess>5 — �-. � a ;z � w,w � .w • \ A6`' Apt_ d• r(p s\ / 1N�y � �s ° e6 PROPERTY OWNER..- GCI CAPITAL INC. +� j E 6m •' C IN— = O.HI '11-N, .j7DF t& � 6 PROPERTY ADDRESS..- UNASSIGNED %PARCEL NUMBER: 113-264-0000 4 0 .a.e -962 ®� �a�se� �4 -—��s NTRELLE T Q A E P�G: RIGH - J2• Ray f aaaa� + � Avy> �r.a �IND. .Wfir e• Pts - z/ 1 Pp11pD i' --- re' ro /Mv 4scB.=Sa9TYXEg - 61 1 1 _ E sza _ zz u y id 1 I, GG Cryo Dtot .ew.a 0 64- \a D,M1giz AAls ;•( /�.�. r -rze _ 'Y .. E 1 m 1 TY PD R 23118 , ., �� PER ?g 6R71.1y0� 'E 3 i' r�i ,� \ � � � luso - ', HW_ - m _ -- tl1 IRS cE ,15 �� J L .�A (PUWsJ P _ F�pR 5.po ,+Vfd,t�'(t 1 -so, -- �/` 1. / (PtwsJ - m N - �r�' II w.. RI,. g • vJo �L�IE +es,.a �; 52 ma� v'/' ��FJ \`E1�cvA ARe6uzs fFEri(NAw HA9JT vlr:: Ll v/ v r i iv/n rr )nR -so Cx_11 \�11 nn nnl / 17, fP�ISR PfiyR/_- fY r.;Nr -R y l 1 V4J VL/� I wIV rOe -FEN OPE ear., ' E X I S �\ // 1 .,1 airTEAs>-- -s- sp3o4 ' r°! 1 PEP RAINA6EWAIERFPON WM' a 4 - / fC corm.- '\� \ . ti n •\ 8r'0 +exiu QUI PPROPER aKND?. 5$'VNASISIGNED ;T11 II B� a Ung fR _ 1D� e FpeT MADE EGD _ ` 961 /' ,. 1 NA WATTFA sass. �J I+� 2962 ' B61'' g`m`N4'r 1P,p0 PARCEL NUMBER. it,B-264-000020 a, , v3, zolsEGp/z moi' i 0 �. l 1 � •T- ��� Ro„jam �---del— M, 865— - i r � rd�t -� zyR Q � �5^�� (-—�� PLo'NG PNi e � N J6 - 9e .-FENCE - 1H� Ee62B a6> .°e. .s3 es • y5 o - - _ - - - xsg.. w I - + I W 665 .861. .mi IB64.._ �� r 6M� g<g ?fep 4i F9e roes _..- e¢a i .�� 1 1 rlNyr��'zJ +�.y� z 5.i .a.a _ Ai. +sue IFIELDWORKI H6Y I.\. 88 IM�B642> Rp4. _ - 4 INV �fl50.OZ .asae - �( _ ere es;, - PROPERTY ADDRESS: 2735 56 CHIEF: �r —FENCE IS a., it”, PROP£Rtt DNEi N�V�E8615 E N btu - LF PRa— LINE /-FENCE ALONG __- 'l846 ent, N0. DATE DESCRIPTION Fo= - _Biz e- __....- --` -��_�^�� Orr -- _.___• ___ _-"963 "787.66_._ --& f EFN1229 Minneapolis, Minnesota 55413 DRAWN BY: kgf NYSTROM & ASSOCIATES, LTD. 4 „_ /✓a s e� _- _ DRAWING NAME: 36647.dwg ``'-PROPERTY OWNER. STATE OF M.INNESOTA D.O.O:O. TITLE SURVEY A car w -BJ3 -835 - -- -- --- — PROPERTY ADDRESS- UNASSIGNED PARCEL NUMBER 118-244 031704 (612) WWW.EFNSURVEY.COM .TOB NO. 36647 --- - J ® Jnr : Flow RA PAP Egan, Fieltl &Nowak. Inc. "--'EASTERLRY EOF —CIAVIA RNNSPORTA G4 OF .11--so-1. ooCNo e 4 ra/ N \My @ L.J.N. sp. AF'RC > Y� HINM1Ndls RAMP I 101 Na N/ r OF CE3s 70 1— WAY NO 101 PEA *J n� 8ry L{,'RA I.fl- VWIDER ALpNe Iona surv,yor, since 1872 FlWLFRAFlIE DOC. NO- .NGNT OF WAY P T, ITY 5 5]581 2 DOC. Q SS5141 1n r ro HIGHWAY i RIGHT OF WAY ! STATE TRUNK ( VARIABLE µ"0TH PUBLIC SURVEY ITEMS PER SCHEDULE 13: ITEM 9: Easements for utilities and drainage as shown an the —Ided plate of Otsego Waterfront East and Otsego waterfront East Third Addition. The easements andICatId within sold plots which affect the property ore depicted an the survey. ITEM 10: The right of access to Trunk Highway No. 101 is restricted a, sfiown by Final Certlfkate doted June 23. 1969, filed July 16, 1969, as Document No. 257016 in Book 227 of Deeds, Poge 328, and by Warranty Deed acted August 8; 1994, filed August 29, 1994, as Document Na. 557583, and as depicted on Minnesota Department of Trvnsportation Right of Way Plot No. 86-9 flied July 14, 1994, ' s Document No. 555141. The access restriction contained in said document. affects the property and is depicted on the survey. ITEM 11: Easement for electrical tranamieeks, system purposes, in favor of United Power Association, its No. .2551Z IndBobk40 of Mireat Pag1. e document dated July 1, 1968, filed March 12, 1969, As Document 183. The easement contoined in said Document does not affect the property and is not depicted an the survey. ITEM 12 Covenants; c nditians and restrictions contained in Restrictive Covenants dated October 31, 2002, filed January, 29, 2003, as Document No. 029731. The Covenants. conditions and restrictions contained in said Document affect the property but could at be graphically depicted on the survey. ITEM 13: Covenants, condition. and restrictions contained in Findings and Decision concerning PUD zoning and PUD Development Plan adopted November 10, 2003, Findings and Decision --ming Negative Dedaratfon for EIS adopted November 10, 2003. and Findings and Decision .oncoming PUD Development Pion adopted June 14, 2004, all Red May 16, 2005, as Document Na. A959294. The Covenants, conditions and restrictions contained in said Document affect the property but could not be graphically depicted an the survey. ITEM 14: Covenants; conditions, restrictions, accoments. expanses, charges and ileus contained in Dodoratian of Covenants, Condition, Restrictions and Grant of Easement acted March 16, 2005, filed May 16, 2005, on Document. No. A959297. The Covenants, conditions and restrictions contained in sdd Document affect the property but could not be graphically depicted an the survey. The location of eas ente in sold document, whidt ere not mathematically defined, ore best referenced by the e.hibit contoined in soldDocument. ITEM 15: Cnvenonts, conditions and —Ifictl... contained In Declaration of Restrictive Covenant dated July 20, 2005, Red July 29, 2005, as Document No. A969798. The Covenants, conditions and restrictions can twined in said Document affect the property but could not be graphically depicted on the survey. ITEM 16: Covenants, c ditns i , rasrl.ti.n.. chores and other obligations c° twined ' m Ag listed June 29, 2011, filed June 30, 2011, as Document No. A1178736, by and between the City of Otsego, Minnesota, a Minnesota municipal corporation, and Ga Capital, Inc, a Minnesota corporation. The Covenants, conditions, restrictions and other obligations contained in said Document affect the property but could not be gr.,hi-ly deputed on the survey. ZONING LETTER: Based on a Land Use Confirmation Letter on behalf of the City of Otsego, Minnesota dated February 18, 2016 and prepared by D. Daniel Licht of The Planning Company LLC, for the property identified as Outlot 8, Otsego Waterfront East Third Addition the fallowing is noted: A. The Sewer Staging Plan of the Comprehensive Plan designates the property os: East Sewer .District B. The. Future Land Use Plan of the Comprehensive Plan guides the property for. Commercial uses. C. The properly is currently zoned: PUD, Planned Unit Development District in ....r dance with the Ordinance adopted by the City Council an 10 November 2013; Uses within the PUD District are the some as allowed in the B-3, General Business District established by the Zoning Ordinance. 0. The existing use at the property Is: Undeveloped. Application may be pending for development of a 30,000 square foot office use. E. The use Identiflea in Item 0 above is: Permitted use. F. There hove nal been venances approved for the Property. G. There ore ra cunent zoning sur subdi,nn- applicpdons being p .... send far the subject site. H. There are ne records in City files of unabnted inning or —sur City Code violations. I. City sanitary sewer and water utilities are ... 1.1hle to the property. J. Please he advisee that Otsego City staff ae not provide interpretation of the Flood Insurance Rate Map (FIRM). Copies of the. mopare available of City Hall or by contacting the Federal Emergency Management Agency (FEMA). 0 — — LEGAL DESCRIPTION: Ouflot B. Otsego Waterfront East Third Addition, Wright County, Min .... to. Abstract Property NOTES: 1. The orientation of this bearing system Is based an the Wright County Coordinate Grid (NAD 83-96 Ad)ustment). 2. The total area of the property described hereon Is 228.511 square test ar 5.2459 acres. 3. The legal deeariVan and easement information used in the preparation of this survey were based on the Commitment far Title Insurance issued by Commercial Partners Title, LLC, as agent far Chicago Title Insurance Company, Elle No. 51122 having w effective date of March 23, 2016- 4. According to the Federal Emergency Management Agency Web Site the property le located within Road Zones: Zane "%" (areas determined to be outside the 0.2X annual honce floadploin); Food '%' shaded (areas of 500 year flood; of 100 year Road with a v .rage depths of less than 1 foot or with drainage v os less Mon 1 square mile; and os protected by I.vees fromthe 100 year flood); Zone 'AE' (base flood elevations determined), vs shown an Federal Flood Insurance Rate Map No. 2707470002A dated September 30, 1992 5. Existing utilities, services, and underground structures shown hccan were located either physically, from eki,ti,g cords made available to us. by resident testimony, or by locations provided by Gopher State One Call, per Ticket No. 160901833. However, lacking a vattan, the ekvet I...Van of undsrground features cannot be a urately, completely In re, reliably depicted. Where additional or re detailed infomtvt'on is required, the ellen" is advised that .advatian may be ne ...y. Other utilities and services may be present and verification and I...Van of all utilities and services should be obtained from the owners of the respective utilities prior to any design, planning or .—stian. 6. As of the date of this survey and accordng to the City of Otsego Engineering Department no information was .cawed regarding completed or proposed changes In street right-of-way lines. As of the date of this s ay they. Is no abserwble e'dence of recent sheet or sitlewdk consfmctian or repairs that affect the property described hereon. 7. Adjacent property owners, addresses, and forest numbersshown hereon were obtained from the Wright County Property Information no Site. 8. As of the date of this survey there is no observable evidence of current earth moving work, building constructlan or building additions an the Property described hereon. 9. BENCHMARK: Minnesota Department of Transportation Control Monument "FIELD MNDT". Elevation - 862.984 feet (NANO 88). CERTIFICATION: To Quasar Ile. LLC; Nystrom h Associates. LTO., aMinnesota carpomtian; GCI Capitol, Inc. c% Security Bonk Minnesota; Commercial Partners Title, LLC; and Chicago Tit. Insurance Company. Thls is to certify that this map sur plat and the survey an which it is basal were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and Includes Items 1, 2. 3, 4, 5, 6(a), B. 11, 13, 16 and 17 of Table A thereof. The fiddens* was completed an April 1, 2016. Datedd this letett0day of April, 2016. __S-Z� Lae J. Nord, Land Surveyor Minnesota License N. 22D33 FIELDBOOK I PAGE IFIELDWORKI REVISIONS SURVEY FOR: PROPERTY ADDRESS: 2735 56 CHIEF: 99 Tyler Street Nf, Suite 100 F.M. N0. DATE DESCRIPTION ALTA/NSPS LAND EFN1229 Minneapolis, Minnesota 55413 DRAWN BY: kgf NYSTROM & ASSOCIATES, LTD. (Unassigned) Quantrelle Avenue PHONE: (612) 466-3300 FAX: 466-3383 DRAWING NAME: 36647.dwg TITLE SURVEY Otsego, Minnesota 55330 (612) WWW.EFNSURVEY.COM .TOB NO. 36647 CHECKED By. Egan, Fieltl &Nowak. Inc. COPMIGHTQi 2018 By ELAN. FII10 6: N.—. INC. FILE NO. 6068 L.J.N. Iona surv,yor, since 1872 C _ IM WATER SERVICE STUB 1� SANITARY SEWER ,, STORM SEWER 191 CONCRETE APRON STORM SEWER STUB 9A LITER JSTUB I� ANITARY SEWER ti�I : �-Ivd•, SIT 7 0 E BENCHMARK cFy 'BEFORE E �yOG N FS y�y o so' Ts' I. °lq ONE GPS -X'. SCALE IN FEET EXISTING LEGEND GENERAL DEMOLITION NOTES A. THE SITE WORK FOR THIS PROTECT SHALL MEET OR EXCEED THE 'STANDARD SITE WORK SPECIFICATIONS'. B. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES. PAVING, UNQERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. C. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS. RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL. STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. D. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. E ENGINEFA'B NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CALTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING VTIUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES. AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 4B HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Q DEMOLITION NOTES 1BA EXISTINGTO BE REMOVED 19A EXISTINGTOREMAIN Engineering Associates, Inc. PRELIMINARY 2025 Centra Pointe BW... suite 210 (00452S950 Mendota HW91na. MN 55120 (00452-]1-09 NOT FOR NYSTROM & ASSOCIATES, LTD. CONSTRUCTION nnisraannnRAwr�9#919AVF/Annne REV DATE SHEET I DEMOLITION PLAN A19X15 REV -0 Cl PROPOSED CLO 13,946 SF (2 FLOORS - 27,892 SF) FFE = 864.00' -- -w1L�.. �W I NOT FOR I m1'�o�� LOT 8-QU9NTRELL.EAVENUE OTSEGO GAN � I REV DATE A� 6 SHE17 N0. C2 © \ . PROPOSED CLO 13,946 SF (2 FLOORS - 27,892 SF) FFE = 864.00' -- -w1L�.. NOT FOR NYSTROM & ASSOCIATES, LTD. IA,I1_ GENERAL SITE INFORMATION TOTAL SITE AREA 228.511 SF (5.25 AC.) IMPERVIOUS AREA 102,472 SF (2.35 AC.) 44.8% PERVIOUS AREA 126;039 SF (2.89 AC.) 55.2% PARKING RATIO STANDARD9'.18] ADA STALLS TOTAL PROPOSED 1 255 1 7 262 REQUIRED 1 136 1 7 143 REQUIRED = 3 STALLS + 1 / 200 SF (27,892 SF / 200 SF = 140) O SITE E BENmmCHMARK 0 BEFORE yOL wamrxeaTo or.TMocnsn�s� GP p FTMcuNlm�nvsN n' nn=ess,meuwae) :6, s, N v� � QO2 FS yJ5 0 50' 75' TUU' gq ONE cP�-�' SCALE IN FEEF EXISTING LEGEND PROPOSED LEGEND PROPERTY UNE/RIGHT OF WAY LINE CDNCRETE CURB AND GUTTER. SEE DETAIL MAMIE. BUILDING CONTROL POINT OPROPOSED PARKING SPACES LIMITS OF SIDEWALK$ OOMITS OF CONCRETE PAVEMENT AND APRONS GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURB RETURN RADII SHALL BE TOR 5'. AS SHOWN TYPICAL ON THIS PLAN. UNLESS OTHERWISE NOTED. C. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIRGATIONS: ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL DIA. ALL CURBING ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL 01 B. D. ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL. BE PAINTED WHITE PER SITE PLAN. E. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F. F. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 093. Q SITE NOTES 02E TRASH DEMPSTER ENCLOSURE (PER ARCH. PLANS). 048 EXIT PORCH (PER ARCH. PLANS). 12A 41NCH TRAFFIC WHITE LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL). 1213 4INCH WIDE PAINTED WHITE STRIPES. 2.0 FOOT O.C. 0 45 DEGREES (SEE SIZE INDICATED AT SYMBOL). 15A STOP SIGN. 21A TAPER CURB TO MATCH EXISTING CURB. 219 TAPER CURB FROM 6 INCHES TO 0 INCHES OVER 2 FEET. ❑ SITE DETAILS DIA TYPE A CONCRETE CURB AND GUTTER D1B TYPE B CONCRETE INTEGRAL CURB AND GUTTER 03D CONCRETE SIDEWALK 03M WHEELCHAIR RAMP IN SIDEWALK 05C GUARD POST ORA STANDARD DUTY ASPHALT PAVING 088 HEAVY DUTY ASPHALT PAVING 08C HEAVY DUTY CONCRETE PAVING 09S ACCESSIBLE 7 VAN ACCESSIBLE PARKING SIGN 09U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED AT SYMBOL) 70A COMMERCIAL CONCRETE DRIVEWAY (PER CITY OF OTSEGD DETAIL 109) 70B CONCRETE CURB AND GUTTER [TYPE B6IB, PER Mn/DOT DETAIL7100) Engineering Associates, Inc. PRELIMINARY 2925Ceetre Pdlt Ee .,800210 (651 52-8969 Mandate 77e1GhR. MN 0129 (651)452-1149 NOT FOR NYSTROM & ASSOCIATES, LTD. _ I LOT 8-QU9NTRELL.EAVENUE PROPOSED LEGEND PROPERTY UNE/RIGHT OF WAY LINE CDNCRETE CURB AND GUTTER. SEE DETAIL MAMIE. BUILDING CONTROL POINT OPROPOSED PARKING SPACES LIMITS OF SIDEWALK$ OOMITS OF CONCRETE PAVEMENT AND APRONS GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURB RETURN RADII SHALL BE TOR 5'. AS SHOWN TYPICAL ON THIS PLAN. UNLESS OTHERWISE NOTED. C. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIRGATIONS: ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL DIA. ALL CURBING ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL 01 B. D. ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL. BE PAINTED WHITE PER SITE PLAN. E. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F. F. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 093. Q SITE NOTES 02E TRASH DEMPSTER ENCLOSURE (PER ARCH. PLANS). 048 EXIT PORCH (PER ARCH. PLANS). 12A 41NCH TRAFFIC WHITE LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL). 1213 4INCH WIDE PAINTED WHITE STRIPES. 2.0 FOOT O.C. 0 45 DEGREES (SEE SIZE INDICATED AT SYMBOL). 15A STOP SIGN. 21A TAPER CURB TO MATCH EXISTING CURB. 219 TAPER CURB FROM 6 INCHES TO 0 INCHES OVER 2 FEET. ❑ SITE DETAILS DIA TYPE A CONCRETE CURB AND GUTTER D1B TYPE B CONCRETE INTEGRAL CURB AND GUTTER 03D CONCRETE SIDEWALK 03M WHEELCHAIR RAMP IN SIDEWALK 05C GUARD POST ORA STANDARD DUTY ASPHALT PAVING 088 HEAVY DUTY ASPHALT PAVING 08C HEAVY DUTY CONCRETE PAVING 09S ACCESSIBLE 7 VAN ACCESSIBLE PARKING SIGN 09U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED AT SYMBOL) 70A COMMERCIAL CONCRETE DRIVEWAY (PER CITY OF OTSEGD DETAIL 109) 70B CONCRETE CURB AND GUTTER [TYPE B6IB, PER Mn/DOT DETAIL7100) Engineering Associates, Inc. PRELIMINARY 2925Ceetre Pdlt Ee .,800210 (651 52-8969 Mandate 77e1GhR. MN 0129 (651)452-1149 NOT FOR NYSTROM & ASSOCIATES, LTD. CONSTRUCTION LOT 8-QU9NTRELL.EAVENUE OTSEGO GAN SITE PLAN REV DATE A� 6 SHE17 N0. C2 C 86220 G86 7 ' �TCBsz00_ G 861.50 PRDPDSED DRAIDRAI\ UTILITY EASEMENT (10) TO 852 9861 TC 863.2 TC 863.55 G 882.]1 G 663.06/1' - TO 562.00 ._ - ) 4 TC 662001 50 - - TC 8fi3.55 j G Bfi1.50 G 863.05 I / M UP PERF 60 HDPE@ODD% ' TO 061.]3 /^' _TC 861TO TC 883.55 INV: B57VERIFY , - TC 63.303 TC 863.90 (FIELD VERIFY) 'IF TO 66280 Yi G Bfi3.30 G Bfi3.40 � I3--- r -TC 862.50 TC 863.67 TO 863.37 G 862 00 G 863.17 G 862.87 864��-�- 55 TC 663.112p TO 883.10 TC 8 '0 - 'F_ GB82.61 C 063.4° G 864 OS 0862. 862.fi0 2 6 H 53 1 LF 24'SOUD HOPE 0.4]% G 862.90 CB 3 � - TERM 20 C %20 1481E 36' PERF - ]M - \ -/ 'tl 110 LF 36" PEflF. TC %2.80 G 862.]0 72A HDPE @ 0 00% �.. 106 OF 36' PERF. HDPE @ 0.00% G 862.30 _ - - CB -4 HDPE@0.00% 62 LF 15' SOLD. 95 LF 36' PERF. HDPE @ 0,00% TC 683.46 12q 11// HDPE@1.61% I G862.96 I 863 - '- TO 663.82: FG .00 I� G 863.32 _ FG 063.32 FG 663 00 87 LF 36' PERF MH -1 92 LF 36" PERF. FG 86332 `�4 HDPE@0.00% 721 HDPE@0.00% ) 0 SITE BENCHMARK p gEWRE YpL NaamwrsTo .oATROF E°E,r�,oF aEvanaN=eec.es�Duw >� �� G' s, N psQ �2 h RFs gee B s0• 75' 100' prH ONE CPY-Y' SCALE IN FEET EXISTING LEGEND +�/� N I 60 LF 36' PERF. -� y TC 863.32 60 LF 36' PERF. TO 883.25 TC861.]0 INV: 85. 9.00^64.00 HDPE@B.DO% G661.20 �' 1 G Bfi3.32 TC 883.82 ]?� HDPE @ 0-00%- FFE--884.00 G 863.32 TC 863:5fi 1 / CLW FTE=Bfi4. 2 G 863.06 ` �• 661.13 CLIMIC °° .2.g> - B60.63 /I FEE=864.00 - 13,946 SF CB -8- / __ _ 216 OF 36' PERF. �- FG 863.]9 / - 197 OF 36' PERF. 7U a TO 863.73 I2 FLOORS - 27.892 SF -cep HOPE Al 0.00% I HDPE @ 9.90% �$ G 863 23 FIFE = 8fi4.00' ' FFE�64.00 TO 863.]0 7M . 4Z FFE�64.00 G 863.20 m TC 864.11 TC SR4.30 �`" �ti.. -;a63 �\ TC 883.16. FFE=864.00 sV 063 L G563.61 Gj ° \'\.�.� \ 862.65 TO 863.24 - - -_ SR4.3R r _ ``\\ _ 08 1,54 fi1 FG 863.9TC 863.80 To G863.387 G862.]4 TO TO 884.89 = -� �- '_.y.•s-�_�� �• .� TC 86342 G 862 92 - I - _ - TC 864.6 \ �__ ... G883.30 -- 6�! G 0 --__-- `�•., _ -- �- �... 64 -C,----�= _-�-` EG 86326 _ - - _-- - - ` - - 8663 ° I- ------ - - - ------ 10 PROPOSED LEGEND PROPERTY UNE]RIGHT OF WAY LINE --- GRADE BREAK XXX - CONTOUR ELEVATIONS STORM DRAIN ® CURB INLET K XX.XX SPOT ELEVATIONS: FG = FINISHED GRACE G = GUTTER TC =TOP OF CURB ALL SPOT ELEVATIONS ARE FINISH GRADE UNLESS OTHERWISE NOTED. GENERAL GRADING NOTES A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER. THECONGINEE OR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER ANI THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION H N. THE ENGINEER WILL BE HEIR HARMLESS IN E - H EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN I CONFLICTS. B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4' OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER AS NEEDED THE AREA SHALL THEN BE SODDED FERTILIZED MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COSTTO THE OWNER C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING L[RURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES. AND WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RULED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UT]UTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 0. UNLESS OTHERWISE SHOWN, CALLED OUT 08 SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER CITY OF OTSEGO STANDARD SPECIFICATIONS. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FILMED END SECTIONS. Q GRADING NOTES 19C CONNECT TO EXISTING STORM DRAIN MANHOLE OR INLET. 18D MATCH EX STING PAVEMENT ELEVATIONS. 73A CONNECT TO INTERNAL ROOF DRAIN SYSTEM (PER MUCH. PIANS) ❑ GRADING DETAILS 72A CURB INLET (STORM MANHOLE. PER CITY OF OTSEGO DETAIL 406) Engineering Associates, Inc. PRELIMINARY NOT FOR CONSTRUCTION MnOoo&, Helpts eMN UI20'1e 270 TS11�-9949 NYSTROM & ASSOCIATES, LTD. LLOYD -Q ANTRELLLLEAVE UE OTSEGO mm GR4DING & STORM SEWER PLAN 8119 AI6 REV -0 -TI C3 GENERAL EROSION NOTES A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PIAN INN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPOES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. THE ENACT LOCATIONS SHALL RE COORDINATED WITH THE OWNER'S CONSTRUCTION MANAGER.. C. ALL WASH WATER (CONCRETE TRUCKS. VEHICLE CLEANING. EQUIPMENT CLEANING. ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLG AND LEAKS. E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. F. NO RUBBISH, TRASH. GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DMINAGE DITCHES OR WATERS OF THE STATE. G. ALL STORM WATER POLLUTION PRMN71ON MEASURES PRESENTED ON THIS PIAN. AND IN THE STORM WATER POLLUTION PREVENTION PIAN, SHALL BE INITIATED AS SOON AS PRACTICABLE H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR AT LEAST 21 DAYS. SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS. I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SMILE BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE LANDSCAPING PUN. J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENTTO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. K ALL MATERIALS SPILLED. DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. L IF SOIL STOCKPILING IS EMPLOYED ON THE BRE. SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. _ M. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. N. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WrRHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED, 0. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW SALES. ETC.) TO HELP PREVENT EROSION AND STORM WATER POLLUTION. P. ALLOFF-SITE CONSTRUCTION SHALL BE STARIUZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS S UTILITY CONSTRUCTION AND. PLACEMENT OF GRAVEL OR BBUMNOUS PAVING MR ROAD CONSTRUCTION. .,. 862P SF I 662 IP N \ I I - �J°S w "`+rOSCD C[Wle 13'946 SF �-a61 (2 FLOORS - 27,892 SF) _ g $- FTE = 864.00' n rr � ti Ip Q.TA E ✓ � m 11 I BBS�P' 3t HUNK 1 L' �AHU OF DISTURBANCE 3.22 ACRES 0 SITIry E�BEN�CH MARK To LT 0 BEFORE y� F 'rvrc.xwrxwi� `orTi Titicv�nwe Ciy TMWFHm[LLEAV BF'All.x=BBe.83•INxw aB1 s N s, �q ONE SCALE IN FEET EXISTING LEGEND NO PROPOSED LEGEND PROPERTY UNE/RIGHT OF WAY LINE LIMITS OF DISTURBANCE - - - - - - - GBADE BRMK XXX — CONTOUR ELEVATIONS STORM DRAIN ® CURB INLET ❑ EROSION CONTROL DETAILS o v o Q TEMPORARY STONE CONSTRUCTION ENTRANCE O ® IP CATCH BASIN INLET PROTECTION f — SF TEMPORARY SILT FENCE MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAID, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABIUZATION.OF THE SITE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A MNFALL EVENT. AND SHOULD BE CLEWED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLEI PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. SILT FENCES/ DIKES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT FENCE/ DIKE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -0F -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDRIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. SEQUENCE GSD 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2 PREPARETEMMMRY PARNINGANDSTORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED DENUDED AREAS. B.INSTALL UTILITIES, UNDERDMINS. STORM SEWERS, CURBS AND GUTTERS. 9. INSTALL INLET PROTECTION DEVICES. 10. PREPARE SITE FOR PAVING. it. PAVE SITE, 1COMPLETE GPADING AND INSTALL PERMANENT SEEDING AND PLANTING. 13. REMDVEAH_ TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). Engineering Associates, Inc. PRELIMINARY aw NOT FOR NYSTROM & ASSOCIATES, LTD. CONSTRUCTION LOTS QUANTRELLEAVENUE OTSE GO Gia PROPOSED LEGEND PROPERTY UNE/RIGHT OF WAY LINE LIMITS OF DISTURBANCE - - - - - - - GBADE BRMK XXX — CONTOUR ELEVATIONS STORM DRAIN ® CURB INLET ❑ EROSION CONTROL DETAILS o v o Q TEMPORARY STONE CONSTRUCTION ENTRANCE O ® IP CATCH BASIN INLET PROTECTION f — SF TEMPORARY SILT FENCE MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAID, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABIUZATION.OF THE SITE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A MNFALL EVENT. AND SHOULD BE CLEWED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLEI PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. SILT FENCES/ DIKES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT FENCE/ DIKE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -0F -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDRIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. SEQUENCE GSD 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2 PREPARETEMMMRY PARNINGANDSTORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED DENUDED AREAS. B.INSTALL UTILITIES, UNDERDMINS. STORM SEWERS, CURBS AND GUTTERS. 9. INSTALL INLET PROTECTION DEVICES. 10. PREPARE SITE FOR PAVING. it. PAVE SITE, 1COMPLETE GPADING AND INSTALL PERMANENT SEEDING AND PLANTING. 13. REMDVEAH_ TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). Engineering Associates, Inc. PRELIMINARY 2025 C.n&`P.. 61w., S.M.210 (650452- 8980 Mend,f He/Ohh, MR 55120 (6511452-1/A9 NOT FOR NYSTROM & ASSOCIATES, LTD. CONSTRUCTION LOTS QUANTRELLEAVENUE OTSE GO Gia QATE REvV QA SNEET MD. EROSION CONTROL PLAN 711911 C4 REv o N / ^m F � 37 LF 6' SON 26@1.06% R 6' 6• / 40C INV. 655.74 400 INV. 656.27 \ MV. 856.39 6' W PROPOSED DRAINAGES UTILITY EASEMENT (109 0 SITE BENCHMARK 0 BEFORE yDL eTN oP . NxeB of Ewr, o A m isr o� x N xn«EIN ExeT c$ BEVAna-ees.es rcaw mt ss ` N FSD yyy 0 50' 7T 100' T'9 ONE CP��' SCALEIN FEET \ O 91A INV 35332 \ (ASSUMED 2%) B,A STORM INV: 655.00 20 LF 6' SDR 26 0 1,08% SAN INV 353.06 128 ILWISER 26 Q9 1.88% INV: 353 57 JFfl I \ INV. 855.34 6'36 36 LF 6' BOR 26 C$ f INV. 853.96 a 49 LF 6' SON 26 (P 1 A1891 - '��� 4 �' 11 LF fi' SDfl 26 ®1.08% � i 10 LIF 8'SON 26 INV: PROPOSED CLMC � 73,946 SF • � � �/ nl 22Y(2 FLOORS - 27,892 SF) FFE = 864.00' t PROPOSED LEGEND GENERAL UTILITY NOTES A_ ALL WATER MAINS SHALL BE CLASS 52 DIP WITH 7.5 MIN. COVER. B. ALL SANITARY SEWER SERVICES SHALL BE SDR 26 PVC WRH 2% MIN. SLOPE AND 7.5' MIN. COVER. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO MISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. D- ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES. SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UAUTY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILDY COMPANIES. E CONSTRUCTION SHALL NOT START ON ANY PUBLIC UT)LAV SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN SANTIARY SEWER. WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. E. UNLESS OTHERWISE SHOWN CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL WATER LINE FITTINGS SHALL BE INSTALLEO WITH THRUST BLOCKING PER DETAILS ALL WATER UNE PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42A. ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 420. 0 UTILITY NOTES 22A POINT OF CONNECTION- WATER SERVICE (PER LOCAL CODES). 22C M.J. GATE VALVE WfTH ADJUSTABLE VALVE BOX AND THRUST BLOCKING (SEE SIZES THIS SHEET). 22D M.J. TEE WITH THRUST BLOCKING (SEE SIZES THIS SHEET). 22G BO DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET). 22H 45 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET). 22K SPRINKLER ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET). ME METERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET). 22XINTERIOR WATER METER (PER LOCAL CODES). 22Y INTERIOR BACK ROW PREVENTEA (PER ARCH. PLANS). 22ZPOINT OF CONNECTION PER LOCAL CODES - DOMESTIC SERVICETAP (SEE SIZES THIS SHEET). 23A POINT OF CONNECTION -SANITARY SEWER SERVICE (PER LOOALOODES). 22Z POINT OF CONNECTION PER LOCAL CODES - DOMESTIC SERVICE TAP (SEE SIZES THIS SHEET). 23ESANITARY SEWER SERVICE ENTRY (PFA ARCH. PLANS). 29A MAINTAIN MIN. I B'VERTICAL SEPARATION. 31A LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY UNE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CO ENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE ❑ UTILITY DETAILS SEA FIRE HYDRANI ASSEMBLY (PER CITY OF OTSEGO STANDARD DETAIL 204) 40C SANITARY SEWER CLEAN-0UT Engineering Associates, Inc. PROPERTY UNE/NIGHT OF WAV LINE - X'(3- GAS SERVICE -X'SS- SANITARY SEWER SERVICE -UGE- UNDERGROUND ELECTRIC SIMACE - X"W - WATER SERVICE •FDC FIRE DEPARTMENT CONNECTION -- --- STORM DRAIN © CURB INLET GENERAL UTILITY NOTES A_ ALL WATER MAINS SHALL BE CLASS 52 DIP WITH 7.5 MIN. COVER. B. ALL SANITARY SEWER SERVICES SHALL BE SDR 26 PVC WRH 2% MIN. SLOPE AND 7.5' MIN. COVER. C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO MISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. D- ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES. SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UAUTY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILDY COMPANIES. E CONSTRUCTION SHALL NOT START ON ANY PUBLIC UT)LAV SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN SANTIARY SEWER. WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. E. UNLESS OTHERWISE SHOWN CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL WATER LINE FITTINGS SHALL BE INSTALLEO WITH THRUST BLOCKING PER DETAILS ALL WATER UNE PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42A. ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 420. 0 UTILITY NOTES 22A POINT OF CONNECTION- WATER SERVICE (PER LOCAL CODES). 22C M.J. GATE VALVE WfTH ADJUSTABLE VALVE BOX AND THRUST BLOCKING (SEE SIZES THIS SHEET). 22D M.J. TEE WITH THRUST BLOCKING (SEE SIZES THIS SHEET). 22G BO DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET). 22H 45 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET). 22K SPRINKLER ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET). ME METERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET). 22XINTERIOR WATER METER (PER LOCAL CODES). 22Y INTERIOR BACK ROW PREVENTEA (PER ARCH. PLANS). 22ZPOINT OF CONNECTION PER LOCAL CODES - DOMESTIC SERVICETAP (SEE SIZES THIS SHEET). 23A POINT OF CONNECTION -SANITARY SEWER SERVICE (PER LOOALOODES). 22Z POINT OF CONNECTION PER LOCAL CODES - DOMESTIC SERVICE TAP (SEE SIZES THIS SHEET). 23ESANITARY SEWER SERVICE ENTRY (PFA ARCH. PLANS). 29A MAINTAIN MIN. I B'VERTICAL SEPARATION. 31A LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY UNE TO BE CONNECTED. CONTRACTOR SHALL NOTIFY CO ENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE ❑ UTILITY DETAILS SEA FIRE HYDRANI ASSEMBLY (PER CITY OF OTSEGO STANDARD DETAIL 204) 40C SANITARY SEWER CLEAN-0UT Engineering Associates, Inc. UTILITY PLAN REVOAE I SHEET 6 REV -0 C5 REV- ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHI7EC75 ENNRONMFNTAL SGEN71575 PRELIMINARY 2025Cen Pomre Rnd.,Sude210 (651)452-6960 Mendota Heights MN 55120 (651)452-1149 NOT FOR NYSTROM & ASSOCIATES, LTD. l CONSTRUCTION § 0 T A a#§Al wlqF§ n rs AwFlunnrs UTILITY PLAN REVOAE I SHEET 6 REV -0 C5 REV- TREE LIST SYS KEY QTY COMMON NAME/ BOTANICAL NAME ROOT SIZE REMARKS ®LR REMARKS 5 LINDEN - BOULEVARD Tilm em,rcane Boulevard' MS I.S-2'CAL PLANT AS SHOWN ,F� (� } SCS 14 SPRUCE - COLORADO 6' B&B 50'HEIGIiT PLANT AS SHOWN s.,_ f Picee OuO9 a Olaura O 19 d8 S,N,ds Munber011 Alropurpure, N,ne' SHRUB LIST SYS KEY QTY COMMON NAME/ ROOT SIZE REMARKS BOTANICAL NAME BAHBERRY - CRIMSON PIGMY O BCP d8 S,N,ds Munber011 Alropurpure, N,ne' CONT. 2GAL PLANT AS SHOWN ALPINE CURRANT GREEN MOUND • ACG II RIO. elpinum Green MGuntl CONT. 2GAL PLANT AS SHOWN SPI * SG IB pima x Bi0mlaIda Goldflam,' CONT. 2CAL PLANT AS SHOWN u s1fNe I6T-�NL6'I �ixA c"H �uxanu6arn,u6s0� NL MI -OF -1011 n0eeixe v,NOe�e Ixa'u""we° °tT SHRUB PLANTING SOB PLAN wusevnpe Fn wlzroiv�aueem xpse wxrte HAcclne mra0�� m�wx^P -'n'� aucsuuicx alien oea soucrn ,• slra.ff PGsr-, aTOulxepl R+,ie YoPuiia �sn"LE°"eavL xpre sEe lwusruexmes EGN>renvEOExuLCH MAnnIniTO use. TREE PLANTING 9M N:T.s. PROPOSED LEGEND NEW SEED MULCH / ROCK 0 LANDSCAPE NOTES 50A STEEL EDGING ❑ LANDSCAPE DETAILS 50A TREE PLANTING 508 SHRUB PLANTING 11 6ExCrvMMK'TOP --ll IR I- �1 s ErF'PTmN-e66- EET Q SITE BENCHMARK 0 gEWRE yOG TOP xmmwF�.Oii-mm xocr mHM"TMuon..Fnnsz.• RE+rAnpx ie 'k S, N FSQ yJy 0 58' 1. 180' lq ONE CPQ\' SCALE IN FEET `VEL '.iL a -SCB 50.1 SC ` 6W \ SM 1 ..563 SR 8•S5 -BG 50B 6 -SG 500 4 -BC TRU•N4K EXISTING LEGEND GENERAL LANDSCAPE NOTES A. LOCATE ALL UTILITIES AND SITE LIGHTING CONDUITS BEFORE LANDSCAPE CONSTRUCTION BEGINS. B. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING. C. ALLDISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL HAVE 4' OF TOPSOIL AND BE RESTORED WITH SEED OR SOD AS CALLED OUT ON THE PLAN. D. FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZER PER MANUFACTURER'S SPECIFIED APPLICATION RATES. E SEE GRADING PLAN FOR APPLICATION OF TOPSOIL AND MAINTENANCE OF SODDED/SEEDED AREAS. F. WOOD MULCH SHALL BE USED AS A FOUR INCH (4') TOP DRESSING IN ALL PLANT BEDS ANDAROUNDALL TREES. SINGLE TREES OR SHRUBS SHALL BE MULCHED TO THE OUTSIDE EDGE OF THE PLASTIC EDGING OR LANDSCAPE ISLAND (SEE PLANTING DETAILS). G. GENERAL CONTRACTOR TO DESIGN AND INSTALL IRRIGATION SYSTEM CAPABLE OF PROVIDING ADEQUATE COVERAGE TO ALL SODDED AND LANDSCAPE AREAS. SUBMIT PLAN TO ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. IRRIGATION SYSTEM MUST HAVE AN APPROVED BACKFLOW DEVICE INSTALLED AND PAIN SENSOR TO STOP IRRIGATION DURING PAIN EVENTS. H. ALL SODDED AND LANDSCAPED AREAS SHALL BE IRRIGATED. IRRIGATION TO EXTEND FROM PROPERTY LINES TO BACK OF CITY SIDEWALKS AND/OR CURBS. I, INSTALL 3' DIA. PVC. PIPE SLEEVES WHERE IRRIGATION LINES CROBS OR ARE UNDER PAVEMENT. J. GENERAL CONTRACTOR SHALL PROVIDE A WATER PERMEABLE WEED MAT FOR ALL PLANING BEDS. K. ALL NEW OVERSTORY TREES SHALL BE BALLED AND BURLAPPED OR REMOVED FROM THE GROWING SITE BY A TREE SPADE. DECIDUOUS TREES SHALL HAVE A MINIMUM CALIPER OF 2 INCHES. CONIFEROUS TREES SHALL BEA MINIMUM OF S FEET IN HEIGHT. ORNAMENTAL TREES SHALL HAVE MINIMUM CAUPER OF 1-1/2 INCHES. L ALL SITE AREAS NOT COVERED BY BUILDINGS. SIDEWALK, PARKING LOTS, DRIVEWAYS, PATIOS OR SIMILAR HARD SURFACE MATERIALS SHALL BE COVERED WITH SOD OR AN EQUIVALENT GROUNDCOVER APPROVED BY THE CITY. THIS REQUIREMENT SHALL NOT APPLYTO SITE AREAS PRESERVED IN A NATURAL STATE M. TOPSOIL SHALL BE STHIPPED FROM ALL CUT AND HILL AREAS, STOCKPILED AND REDISTRIBUTED OVER GMDED AREAS. PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES DURING CONSTRUCTION. N. TILL SOIL TO A OEM OF 4' MINIMUM. 0. REMOVE ALLROCKS IARGERTHAN 1' MEASURED IN LARGEST DIRECTION. P. GRADE ALL AR EAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING. Q. ALL GRADED AREAS TO RECEIVE SEED OR SOD. TOPSOIL STRAW AND WATER UNTIL A HEALTHY STAND OF GRABS IS OBTAINED. R. ALL LAWNS FROM FACE OF THE BUILDING AND ON THE SIDE WHERE THERE IS PARKING OR A STREET ARE REQUIRED TO BE FULLY SODDED. ALL OTHER LANDSCAPE AREAS TO RECEIVE SEED. S. AREAS TO RECEIVE SEED OR SOD SHALL BE CLEAN OF DEBRIS AND FREE OF WEEDS. T. SEED MIX TO BE DROUGHT TOLERANCE FESCUEf TO j OF THE SEED MIXTURE TO BE ANNUAL RYE TO AIDE IN LIMITING EROSION OF PERENNIAL SEED DURING GERMINATION. U. STRAW SHALL BE THRESHED STRAW OR HAY. OATS. WHEAT. BARLEY. OR RYE SPREAD AT A RATE OF TONS PER ACRE STRAW, NETTING, AND OTHER ANTI -EROSION MATERIALS TO BE REMOVED AFTER ESTABUSHED LAWN. V. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER SEEDING. WATER REGULARLY TO KEEP LAWN AREAS MOIST TO MAXIMIZE GERMINATION AND MAINTAIN OPTIMUM GROWTH AND SURVIVAL TO ACHIEVE AN ACCEPTABLE STAND OF ESTABLISHED LAWN PRIOR TO THE STORE POSSESSION DATE FREE OF ERODED OR BARE AREAS. W. ALL SOIL USED FOR PLANTING SHALL CONSIST OF REGIONALLY APPROPRIATE SOILS. X. ALL PLANTING BEDS SHALL HAVE A MINIMUM W DEPTH OF MULCH. WITH EDGING AS REQUIRED. Y. ALL TREES LOCATED IN SOD AREAS SHALL HAVE A MULCH RING AROUND THEM WITH EDGING AS REQUIRED. Z. ALL PI-NTINGS SHALL BE THOROUGHLY WATERED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF THE PLANTINGS. AA ALL DISTURBED GRACES GREATER THAN 8:1 SHALL BE STABILIZED BY SODDING. SODDING PINS ARE TO BE USED ON ALL 3:1 TO 4:1 GRADES. AS. PRIOR TO FINAL ACCEPTANCE OF THE SITE. THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. AND MEET ALL REQUIREMENTS DUNNED ABOVE. Engineering Associates, Inc. PRELIMINARY 20z5Centre PdlWBNJ.. Suif,210 85110.2-8960 Mendota HeiOh., MN 55120 !65/10.52-1149 NOT FOR NYSTROM & ASSOCIATES, LTD. CONSTRUCTION 1 nnnf,A- aa0444AVIrNol IL 9 I9 n Ml[nMn4s LANDSCAPE PLAN I —6 REV -0 I C6 NOTES: LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY 'VAN' LETTERING ACCESSIBLE PARKING SYMBOL 9B N� 9ND�Ao DOMPIT YAiH Dom. oFPARIMaT ssBEP_N. ® R B n H�E�A6�1 XT <NAMNa } g YN:,N,M - W; NxOR oF�T" I;I °°* RODPAMN0 ;RSC -. _ 7. P.4�.F; oF�xOR�F � Y I� ACCESSIBLE / VAN ACCESSIBLE SIGN BASE PARKING SIGN .- 12F x.i.s. - = _� i■■■�i�■li : PLAN VIEWx .. a 11B i9B...© :B•t 'Alio LB ... a .: I .. 7: COU11-1-TO SECTION A -A CONCRETE SIDEWALK WHEELCHAIR RAMP IN SIDEWALL_2 ill! BL : STANDARD DUTY ASPHALT PAVINGASPHALT PAVING_2 TYPE "A" CONCRETE CURB AND GUTTER I AIA TYPE "B" CONCRETE INTEGRAL CURB AND GUTTER Ate x.Ts. �E HEAVY DUTY R yup CONCRETE PAVING AT,:,. NBDA,9 ESI - N.,.B. GUARD POST � Engineering Associates, Inc. PRELIMINARY 6• i1Q. R.O.W. LINE BITUMINOUS. a CONCRETE, OR GRAVEL DRIVEWAY 1 )•• R- Jf .. - MSE SAME y _L• o� +•� ppE��s KORONA] ft,f 30' MAX 3' / { - 3•R" REVERSE SLOPE CUTTER SECTION IT-- Al4BE TIliEO I SURMOUNTABLE CONCRETE CURB • r� ASPHALT ROAD ~'"' EDGE OF CURB - NOTE: rt ,61pt0 NONIEOxteL LIxE�/ ATTER / MAXIMUM DRIVEWAY WIDTH URBAN DRIVEWAY SECTION SHALL BE 24' WHEN LOCATED DESIGN B IN A CUL-DE-SAC BULB. ,.. .�.�,... .,.REV -0 I USE I--- FOR "FOR " CURB I LIQ MAX. SLOPE R.O.W. LINE ]" R 4:1 � c �3' 30' MAX .6• EDGE OF PAVEMENT OR GRAVEL RDA. RURAL DRIVEWAY SECTION NOTES: ,, Q.1. D'.VEAMENT OR BNT A [, ADJACENT To • / 8 OTORMMI PLANS MANWL FOR JOINT 0 INI HORIZINITAL LME �/ �IEF �I Q2 S OPE 0.06 FT/FT NORMAL, WLE95 / OTHERMISE sPECIFIEO. IF A DIFFERENT GMTTER SLOPE IS PERMITTED, TW FORM TILTED. w RESIDENCE j DESIGN V MAY BE L- I R - U.' N = IB" R = 2+" x = 30•• DESIGN 8 CONCPELC CONCRETE CONCRETE CONCRETE CONCRETE DRIVEWAY TRANSITION TO UNE GARAGE APRON AT. PROPERTY LINE IS OPTION. o" t - B o_ OTMENSLOMS yi is Vot 3n z t>V 0 6 0•' U-112' B6I2 0-0ITI 2L1 8618 0582 I1.2 B6N 40690 115 86J0 40198 125 B6R.D.W. 1 i-%8' II IR' 8112 0.0121 21B BIIB1510529 18.9M 8121 0.0fi3T. 15.i BI)0 0.0115 Il1U 01Eli. 0063] LS.T 0821 O.Ot15 UA •• "..0066] L.0930OWNERS ""B1o1B 0.0691 IIA 8102+ 0.0805 12A Bt0]0 O913 u.o I 11.7 9.B 30' MAX `•� CURB LINE x ` x DESIGN V CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE 40MIN.FROM LOCAL STREET 36' MAX MI 50' MIN• FROM COLLECTOR ARTERIAL STREET - ' o '-aP '�- dao �d „cC F-aV •`- DIMEN91- q B u"a�teg �dt ia� V112 0.0196 25} YIIB 0.0501 19.9 V121 0.0612 16.1 VI]0 0.0120 U.9 VI)6 0.0828 Im 6 6" U l/B" V612 0.0126 2].5 V618 0.0531 I4T V. 0.0612 15.6 V6J0 OAT50 131 V616 O.OBSB 11.7 B 6" IS -3/B" VBIx 04457 21.9 Y818 0:0565 li.T Yu. 40613 1+.9 VBNI O.OT81 12.8 .036 0.O., 11} V%2 OO472 21.2 V91B 01K80 IT2 V92+ 0.0688 11.5 V9J0 40]96 12A V936 OA901 11.1 .1012 0.0+81 -1 vIOB Ds95 168 v10M 0.0]01 1+1 V10]0 O.OBN 12.1 .1036 0.0919 10.9 TYPICAL DRIVEWAY SECTIONS N. SCALE APPROVED MARCH !1_1994 ��/C i - - ACTING STATE OESIOM ENGINEER STALE OF MINNESOTA DEPARTMENT OF TRANSPORTATION CONCRETE CURB AND GUTTER 010- DESIGN 8 AND DESIGN Y SPECIFICATION REFERENCE 263, REVISION GATE 2-28'05 STANDARD PLATE NO. 7100H APPROVED ED CTYO� rB+. QtOTA STANDARD PLATE NO. 1 D9 NOTES: LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY 'VAN' LETTERING ACCESSIBLE PARKING SYMBOL 9B N� 9ND�Ao DOMPIT YAiH Dom. oFPARIMaT ssBEP_N. ® R B n H�E�A6�1 XT <NAMNa } g YN:,N,M - W; NxOR oF�T" I;I °°* RODPAMN0 ;RSC -. _ 7. P.4�.F; oF�xOR�F � Y I� ACCESSIBLE / VAN ACCESSIBLE SIGN BASE PARKING SIGN .- 12F x.i.s. - = _� i■■■�i�■li : PLAN VIEWx .. a 11B i9B...© :B•t 'Alio LB ... a .: I .. 7: COU11-1-TO SECTION A -A CONCRETE SIDEWALK WHEELCHAIR RAMP IN SIDEWALL_2 ill! BL : STANDARD DUTY ASPHALT PAVINGASPHALT PAVING_2 TYPE "A" CONCRETE CURB AND GUTTER I AIA TYPE "B" CONCRETE INTEGRAL CURB AND GUTTER Ate x.Ts. �E HEAVY DUTY R yup CONCRETE PAVING AT,:,. NBDA,9 ESI - N.,.B. GUARD POST � Engineering Associates, Inc. PRELIMINARY 2025CBOb8PObt891va..sm18210 (650492 -assn M�NYSTROM NOT FOR & ASSOCIATES, LTD. CONSTRUCTION LOTS-QUANTG5ELLEAVENUE OTSEGO HN DETAIL SHEET/ REV OA TE Titatls SHEET N C% ,.. .�.�,... .,.REV -0 FORM 1/2 PIPE SECTION OF�- LARGEST DIAMETER PIPE MAXIMUM DISTANCE FROM RIM TO FIRST STEP IS 24" STEPS AS PER 5"° MN/DOT STANDARD PLATE 4180J 48" f6" O.C. - SEAL PIPE WITH GROUT 1 PRECAST SEGMENTS AS REQUIRED IN 1 FOOT MULTIPLES PRECAST LOWER SECTION MINIMUM 36" HIGH MAXIMUM 48" HIGH Mn/DOT PLATE 4005L LOWER SECTION _ - I GROUT BOTTOM TO SLOPE S4_QO" NOTES: MANHOLE INVERT SHALL BE TOWARD PIPE AS SHOWN SLOPED TO PROVIDE SMOOTH - SINGLE UNE STEEL WIRE FABRIC BY ARROWS HAVING AN AREA OF NOT LESS THAN (SEE SECTION A -A) SECTION A -A 0.08 CuYds CASTING NEENAH 3067 MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET NO SCALE OR EQUIVALENT WITH DL OR DR GRATE ADJUSTING RING(S) OR TOP Of zURB REVISED PER STD PLATE 414 STANDARD LATE NO. FLOW by MINMUOTA" 0.82 CuYds LINE 1O m 4" COVER SLAB �Mn/DOT 4022A 1.34 CuYds MAXIMUM DISTANCE FROM RIM TO FIRST STEP IS 24" STEPS AS PER 5"° MN/DOT STANDARD PLATE 4180J 48" f6" O.C. - SEAL PIPE WITH GROUT 1 PRECAST SEGMENTS AS REQUIRED IN 1 FOOT MULTIPLES PRECAST LOWER SECTION MINIMUM 36" HIGH MAXIMUM 48" HIGH Mn/DOT PLATE 4005L LOWER SECTION _ - I FENCE (M N. 141/2 GAUGE, S4_QO" NOTES: MANHOLE INVERT SHALL BE ' REINFORCING: SLOPED TO PROVIDE SMOOTH - SINGLE UNE STEEL WIRE FABRIC FLOW FORM INLET TO OUTLET. HAVING AN AREA OF NOT LESS THAN (SEE SECTION A -A) - 0.12 SO, IN. PER FOOT OF HEIGHT. 0.08 CuYds STANDARD STORM MANHOLE - CATCH BASIN MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET NO SCALE 0.14 CuYds 4PPROVED OR r -11 TINE FLS O / REVISED ofCITT J ED STANDARD LATE NO. 8-18-15 by MINMUOTA" HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GRADE ABOVE CURB 4% VALVE LOCATION 2FEET FROM BACK OF CURB EXTENSION ROD 4j 3 18" MINIMUM SEPARATION FROM STORM SEWER W/ INSULATION 1 ^/ HYDRANT NrvDDWA sME aFPo PAe PEq LOCLLW ES w� cPUSNm SONE PFA mCAt WCFS O' �n➢W D. ''EJ `Wes r�wr IWFsmnE uimnL W mq PI E aE 11 M. -N SANITARY SEWER CLEAN-OUT I. - WATER LINE & FORCE MAIN r SANITARY SEWER COMPACTS WOVEN WIFE FENCE (M N. 141/2 GAUGE, NOTE: 6' MESH SPAGINGI WITH FILTEIy CLOTH CDVEA 0.22 CuYds FROM SANITARY SEWER POSTS: STEEt EIIHEHTOH UTYpEGF2'x2'-IW000 �y�A' ! THAN 6" o FENCE WOVEN WIFE, I4 -I/2 GA 8' MPX..MFSHDPENING 0.08 CuYds WATER TABLE TO BE HLTER FASMC: I. MIMFlI4DNS r COMPAC(EO 0.14 CuYds 2. PHILLIPS 66 BUpAC 4NP / LL / r -11 TINE FLS O / a. DupDNr TYpAR swl 4. OR APPROVE➢ EQUAL eWATEq lsurticiP4im, WMPACim TO uxs EXTEND WIFE FENCEA ��/�Y/,rij� oR , MIN. 0F2' INTO TRENCH =..-iv.ATIONS FONGMOnncNF)�'T NLMATBWIS PAEGA55IHm INALCogoANee <�g - _viINGll IM11 Wogxm An0uxolHEP III ES WFH ati'nA orttl, mrtl0x. EMBEDDED FILTFA FN_7r nar ysmteloN�cV.0 11 coMpaGtFDm IxAWogoAxcE MIN. B'IMO GPOUND u..rU oPDMu�oLSNgEINfPTACTFO xuq > CP03S-BELT -,,.,n:Tm i0 �x 5TANOAgO PgOcIOq. s. FAFLLEO o®wS c. icsMulo Ngoa Ls i. WOVEN WIRE FENCE TO SE FABTENED.&ECUIELY TO FENCE POSTS WRH WIRE nlE 08 STAPLES. Tosox VWcmitwN 2. FILTEACLOTHTOBEFPSIENEDSECUSELYTO.WOVENWIREFENCEWRHTIEg•BPACEDEVERY >T,.ipnSo vgWTOR-T-IXC#VATIONS eWLeEBLOPm. 2S AT ME AND MID SECTION. Nss I.II. OR S. WHENTWOSECDO mNS OF FILTER CLOTH PDJOIN EACH OTHEATHEY SHALL SEOVERLAPPED ii. _n.n. ACtm A9 xUTN x0iF5 s. axoa UgDlxaxcEs. 15EE BY 6' AND FOLDED. EEE- .. L 4. MAINTENANCE SHALL EE PENFDRMED AB NOTED IN THE EN0810N CDMROL PIAN. COLLECTED MATERIAL 6HALL BE REMOVED WHEN'BULGES• DEVELOP IN THE SILT FENCE SANITARY SEWER AND WATER LINE TEMPORARY SILT FENCE TRENCHING LAND BEDDING II sF 6" 1 r A A M l APPROVED LOCATOR ROD • .,} p - S'c i HYDRANT MARKER PACER TRAFFIC FLANGE HYDRANT OR APPROVED EQUAL T UNDISTURBED SOIL -,-,UNDISTURBED SOIL/ 122" PLAN 'B, PLAN 'A' AT BEND - t rl � UNDISTURBED SOIL' NOT LESS THAN 6" o� NOT LESS -'Q THAN 6" SECTION 'BSECTION 'A' AT BEND MIN. 2 LAYERS OF PLASTIC 4 MIL ` MIN. THICKNESS 2500 PSI CONCRETE CRUSED ROCK �9• - 28 DAY STRENGTH H.� <o 1 CU. YD. .i 1 I z - CONCRETE THRUST BLOCK & BASE TRENCH TIE BACK THE VALVES 18" MINIMUM SEPARATION NOTE: " NOT LESS 0.22 CuYds FROM SANITARY SEWER HYDRANT DRAINS BELOW �y�A' ! THAN 6" o 0.29 CuYds 0.08 CuYds WATER TABLE TO BE 0.32 CMYds 0.48 CuYds 0.14 CuYds 12" PLUGGED AND THE 0.73 CuYds. SECTION 'AA' 16" 1 0.53 CuYds HYDRANT TAGGED WITH METAL STRIP AND THE s l;V ��. 20" 0.82 CuYds 3.36 CUYds NOZZLE PAINTED BLACK. 24" 1.34 CuYds 5,77 CuYds 1.63 CuYds COVER FITTING ENCASE HYDRANT AND VALVE INSTALLATION TH POLYETHYLENEW0 NO SCALE PLAN 'AA' BUILDING PAPER PRIOR TO POURING APPROVED 4� V DJG . 0 0 NINMUOTA STANDARD PLATE No.Rens 204 APPROVED Qt� 0 OTA STANDAR22LATE N0. 0 REWsrD CURB •o' OPENING STORM L GRATE Ih + LIFT I STRAPS FENCE � I I �IC FIURBLTER I I y 1 I REINFORCED I I CORNERS I I 0 0 v v <--II OPLL nal nneDCW Pn[La I I I I I I Mnne9enble z lo°v csvtelnmenc Brag I STR PISG PIPE SIZE TEE Dr PLUG CROSS W/ 2 PLUGS li.e. 90' BEND) I/8 BEND (45' BEND) AND U16 BEND (225') 6" 0.22 CuYds 0.15 CuYds 0.05 CuYds 8" 0.27 CuYds 0.29 CuYds 0.08 CuYds 10" 0.32 CMYds 0.48 CuYds 0.14 CuYds 12" 0.37 CuYds 0.73 CuYds. 0.21 CMYds 16" 1 0.53 CuYds 1.73 CuYds 0.49 CuYds 20" 0.82 CuYds 3.36 CUYds 0.95 CuYds 24" 1.34 CuYds 5,77 CuYds 1.63 CuYds NOTE: 1. COVER FITTINGS ENCASED IN CONCRETE WITH POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING. 2. CONCRETE BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED GROUND. 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR GRADE B CONCRETE IN CONFORMANCE WITH Mn/DOT 2461. 4. ALL METAL PARTS OF TIE ROD OR STRAP TYPE RESTRAINTS SHALL BE GALVANIZED OR COATED WITH ASPHALTIC TYPE RUSTPROOFING. WATERMAIN CONCRETE BLOCKING OUANITIES 3-195EJ NIM �V VO :IR STANDARD PLATE NO. 2024 TEMPORARY DANDY BAG IP INLET PROTECTION HARD SURFACE PUBLIC ROAD 116" MINIMUM - 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE V .1.- 0 CE STANDARD PLATE NO. 505 Engineering Associates, Inc. PRELIMINARY Mend- Hei9Afs.IMN55I20 Re 2T0 (6 IT= -11949 NOT FOR NYSTROM & ASSOCIATES, LTD. CONSTRUCTION LOT 8-QUAKTRELLEAVENUE OTSEQQ HN DETAIL SHEET I/ -VDA-SHEET N0. 6 REV_C8 REV -0 1..10 ¢, 2ars m waxEENNc AssnaATEs We .000, 010 F�Sl .1 Bo AG. loop DRAINAGE LEGEND O SITE BENCHMARKEWRE IN T111-1 DRAINAGE BASIN BOUNDARY FLOW DIRECTION s, NDRAINAGE DRAINAGE BASIN SUMMARY AREAfq ONE o so m0w%mm2!!!!9 EXISTING LEGEND SCALE IN 0 - - - - - - - - - - - --- - - - - - - - .......... 0U T L ty If IAQT wl- I E,,, 7 L- ; I ---------- ------------- - ---------- DRAINAGE LEGEND SITE BENCHMARK -eeFDRE M DRAINAGE BASIN BOUNDARYA— scxnw ml 6, DRAINAGE FLOW DIRECTION SITE DRAINAGE BASIN SUMMARY cl AREA FSOTq ONE ALV 5i EXISTING LEGEND E DRAINAGE SUMMARY THE PROPOSED NYSTROM & ASSOCIATES CLINIC IS LOCATED AT QUANTRELUE AVE IN OTSEGO, MINNESOTA. 5.25 ACRE SITE IS CURRENTLY VACANT WITH GRASS COVER. THE SITE IS BOUND BY QUANTRELLE AVENUE T. THE EAST (VACANT ACROSS THE STREET) AND HWY 101 TO THE WEST. BASED ON THE GEOTECHNICAL REPORT (#9026.16.MNS) PREPARED BY CHOSEN VALLEY TESTING, INC., THE SITE CONSISTS PRIMARILY OF POORLY -GRADED SANDS (SP) AND IS CATEGORIZED IN HYDROLOGIC SOIL GROUP A. .01 STORM WATER RUNOFF FROM THE NYSTROM DEVELOPMENT IS PROPOSED TO BE CAPTURED BY PROPOSED INLETS WITH 36' PERFORATED PIPE RUNS. SINCE THE SOILS ARE WELL -DRAINING HSG Al TYPE A SOILS, INFILTRATION WAS DEEMED FEASIBLE. PRETREATMENT IS PROPOSED WITH SUMPS AT EACH OF THE INLET STRUCTURES. DETERMINED BASED UPON THE STORMWATER .00' �J_ STORM WATER CALCULATIONS HAVE BEEN DE MANAGEMENT STANDARDS FOR THE CITY OF OTSEGO. THE REGIONAL TREATMENT POND TO THE WEST OF THIS SITE WAS DESIGNED FOR RATE CONTROL OF THE ENTIRE MASTER DEVELOPMENT. `F_ :b THEREFORE, THE PROPOSED INFILTRATION SYSTEM WAS DESGINED FOR REDUCTION OF THE POST .00' 0.94AC. DEVELOPMENT RUNOFF VOLUME FOR I' OF RUNOFF FROM THE TOTAL OF THE PROPOSED S', IMPERVIOUS SURFACES WED ON THE MPGA GENERAL PERMIT REQUIREMENT - K4 THE SOIL CONSERVATION SERVICE (SCS) UNIT HYDROGRAPH METHOD HAS BEEN EMPLOYED TO DETERMINERUNOFF AND FOR ROUTING OF STORMS THROUGH THE INFILTRATION SYSTEM. TYPE 11 ON -N2 (24 -HR) RA, NFALL DISTRIBUTION HAS BEEN USED AND RAINFALL DATA HAS BEEN SELECTED FROM II THE REGIONAL RAINFALL DEPTHS PROVIDED IN THE CITY OF OTSEGO STORMWATER DRAINAGE 0.14 AC. POLICY (APPENDIX C)_ ON -N1 II 21 TOTAL PROPOSED IMPERVIOUS AREA 102,472 SF 0.50 AC. 2.35 ACRES -4 PROPOWD CLINI REQUIRED WATER QUALITY VOLUME BASED ON 1" OF RUNOFF 13'W SF 8, UTILITY 539 CF PROPOSEDPOSED DMINAGE & (2 FLOORS -27,892 SF) SEMENT FFE 864.00' PROPOSED .11 QUALITY VOLUME ,4 OF me 9 02 z Len Of PI es: 1,331 OF -- ---_— — — — — — — — — Cross-sectlonal Ama (96% full): 6.78 SF ----- --------- -------- ------ --------- Aeu STAT_ICU i4< yl 29714 6116 p" PM pm L DATE 7 CEI PROJECT NO. INITIAL I DP.R I P. FES ORW Engineering Associates, Inc. ENGINEERS jPIANNERS - SURVEYgRS LANDSCAPE "R,". L TS - ENWRONMENTAL SaEN77575 2025 cenne P01111 81W, Suite 210 (65 0 PRELIMINARY M11d1S,H119hMMN55120 (6511)4V-1149 NOT FOR NYSTROM & ASSOCIATES, LTD, CONSTRUCTION LOT 0 - QUANIMELLE A VENUE OTBEGO NN REV DA 1E I SHEET NO,' I POST DEVEL DEVELOPMENT DRAINA GEMAP"'R/I REV -0 D2