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ITEM 2.2
ITEM 2_2 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCTPC@PlanningCo.com PLANNING REPORT TO: Otsego Planning Commission FROM: Daniel Licht, AICP DATE: 16 January 2015 RE: Otsego —Waterfront East; Waterfront Commons III Building TPC FILE: 101.02 BACKGROUND WFC III, LLC has submitted plans for development of a 32,224 square foot office building to be located on Outlot G, Otsego Waterfront East and a portion of Lot 1, Block 1, Otsego Waterfront East Fourth Addition. The subject site is located at the southeast quadrant of Quantrelle Avenue and 90th Street, east of TH 101. 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 with an office building mirroring that of Building C to the north and a riverboat themed restaurant building located in the area of the parking lot approved as part of Otsego Waterfront East Fourth Addition. The proposed development modifies the original development plan with construction of a two story office building and utilization (and expansion) of the parking approved with Otsego Waterfront East Fourth Addition to be shared with Building C. The proposed development requires approval of a PUD Development Stage Plan, preliminary and final plat and vacation of drainage and utility easements. A public hearing to be held by the Planning Commission to consider the applications has been noticed for 20 January 2016 at 7:00PM. Exhibits: A. Site Location B. Existing Conditions Plan C. Demolition Plan D. Proposed Site Plan E. Proposed Shell Floor Plan (2 sheets) F. Proposed Building Elevations (2 sheets) G. Landscape Plan (2 sheets) H. Exterior Lighting Plan I. Grading and Drainage Plan J. Storm Water Pollution Prevention Plan (2 sheets) K. Utility Plan L. Preliminary Plat. M. Final Plat (2 sheets) ANALYSIS Zoning. The subject site is zoned PUD District with allowed uses specified as being those permitted, interim and conditional uses as allowed in the B-3, General Business District. Office uses are a permitted use within the B-3 District. The modifications to the original PUD Development Stage Plan for Otsego Waterfront East necessitate consideration of a new PUD Development Stage Plan for the subject site and portions of Otsego Waterfront East Fourth Addition. Consideration of a PUD Development Stage Plan is to be evaluated based upon, but not limited to, the criteria established in Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment.- The 2012 Comprehensive Plan guides the subject site for commercial uses as part of the City's primary retail, service and office district located adjacent to the TH 101 and CSAH 39 interchange. The proposed office use and site plan is consistent with the Future Land Use Plan. Furthermore, the proposed building is to be occupied by expansion Accurate Home Health Care, a current tenant of the office building to the west. Providing opportunity for retention and expansion of an existing Otsego business is also consistent with the economic development policies outlined in the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by the following existing and planned land uses shown in the table below. The proposed office use will be consistent with the character of the area being developed as Waterfront East and other commercial businesses to the south. Direction Land Use Plan Zoning Existing Use North Commercial PUD District WFE Bldg. C East Public PUD District City Park South Commercial PUD District Nathe 101 Market West Commercial PUD District WFE Bldg. B 2 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed development will comply with the requirements of the Otsego Waterfront East PUD District, the Zoning Ordinance and Subdivision Ordinance. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is served by Quantrelle Avenue and 90th Street, which were designed as part of the Otsego Waterfront East development and upgrade of TH 101 to freeway status to accommodate the planned commercial development east of TH 101. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the East Sewer District and consistent with the Comprehensive Plan for anticipated urban development with adequate public service capacity to support the proposed land uses. Preliminary/Final Plat. The proposed development requires approval of a preliminary and final plat to establish Outlot G, upon which the proposed office building will be developed as a platted lot/block. The developer has submitted a preliminary plat that provides for two lots encompassing Outlot G and also Lot 1, Block 1 Otsego Waterfront East 4th Addition to reconfigure the boundary between the two existing parcels to be a straight line through the parking lot and proposed access to the east leg of the Quantrelle Avenue and 90th Street intersection. Lot 1, Block 1 (Building C) will have an area of 2.43 acres and Lot 2, Block 1 (Waterfront Commons III) will have an area of 2.29 acres. Building Design. The proposed building is a two story structure with a gross floor area of 32,244 square feet. Primary exterior materials consist of a stone base and brick. EIFS accents are used between the windows between floors and as the parapet material. Section 20-17-4.D of the Zoning Ordinance requires that the stone and brick material be utilized for at least 75 percent of the area of each fagade of the building not including window areas. The developer must verify that the proposed exterior materials comply with the requirements of the Zoning Ordinance. The height of the proposed building is 35 feet to the top line of the structure, which is the maximum height for buildings within the PUD District. Landscape Plan. The developer has submitted a landscape plan for the subject site that provides for boulevard landscaping along Quantrelle Avenue, the interior of the site and building foundation. The landscaping east of the proposed building includes and outdoor plaza area adjacent to the City park. Trees are also proposed to be added to the southeast of the building within the City park adjacent to the trail and additional 3 plantings within Outlot A will be required as discussed under the grading plan section of this report. The proposed planting types and sizes are appropriate and consistent with the requirements of Section 20-16-7.0 of the Zoning Ordinance. Section 5-7-3.B.4 of the City Code requires that the developer provide for an inground irrigation system to maintain the landscaping within the subject site and boulevard adjacent to Quantrelle Avenue. Lot Requirements. The PUD District for Otsego Waterfront East has no minimum lot area or width requirements. The suitability of the lot to accommodate the proposed development is based on each lot's ability to comply with applicable setbacks, off-street parking and other site design requirements. Setbacks. The original PUD Development Stage Plan establishes a zero -lot line setback requirement for the subject site that was intended to accommodate development of a one-story office building identical to Building C at the front lot line and adjacent to the plaza area between the two buildings. The proposed PUD Development Stage Plan locates the proposed office building to the east portion of the lot to better overlook the adjacent City park and Mississippi River, with off-street parking between the building and Quantrelle Avenue. The zero -lot line setback between the building and the abutting City park outlot is acceptable. There is a 15 foot setback for the off- street parking from the front lot line abutting Quantrelle Avenue to provide area for landscaping of the parking lot and visibility along the public street. Access. The subject site was planned to be accessed via two driveways to Quantrelle Avenue located south of the Quantrelle Avenue and 90th Street intersection. The proposed site plan includes removal of the existing fountain and plaza east of the Quantrelle Avenue and 90th Street intersection to provide for an expansion of the off- street parking area between the proposed building and Building C and construction of a driveway as the east leg of the intersection. The proposed driveway will improve access to Building C and serve as the primary entrance for the proposed building. The proposed driveway is centered on the median for 90th Street to ensure proper vehicle movements through the intersection as well as visibility of traffic exiting the site. The northerly most existing driveway to the subject site, on the outside corner of Quantrelle Avenue, will be removed with the other existing driveway to the south remaining to ensure adequate access and circulation for the subject site. Off -Street Parking. Section 20-20-9 of the Zoning Ordinance requires office buildings to provide off-street parking stalls at a ratio of three stalls plus one stall per 200 square feet of net building area. The calculation of required parking is shown below: 3 stalls + (32,224sf. x 90% / 200) = 148 stalls The site plan provides 169 parking stalls or 21 parking stalls more than required for the proposed building. The 21 additional parking stalls are shared with Building C to the north and Building B to the west consistent with the PUD Development Stage Plan approval for Waterfront East. The developer must submit cross access and parking easements over Lots 1 and 2, Block 1 Otsego Waterfront East Fifth Addition and Lot 1, Il Block 1 Otsego Waterfront East that are to be recorded concurrent with the final plat and development agreement. The off-street parking stalls are designed with dimensions of nine feet by 20 feet where a two foot overhang is available and 20 feet deep where the stalls are nose-to-nose. Parking stalls are accessed by a 24 foot drive aisle. 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 of the Zoning Ordinance. Sidewalks. The submitted site plan provides for extension of the existing sidewalk along the east side of Quantrelle Avenue south of 90th Street, where it currently terminates, to the north driveway of the Highway 101 Market. The developer will be required to reconstruct the curb for the Highway 101 Market Driveway that is within the public right-of-way to install ADA required pedestrian ramps and metal plates. The proposed five foot wide concrete sidewalk is located within the existing public right-of- way of Quantrelle and will provide pedestrian access between the existing and planned businesses within Waterfront East and adjacent development to the south. Exterior Lighting. The developer has submitted a photometric lighting plan indicating the location and illumination pattern of all proposed exterior lighting. The exterior lighting plan must identify that all exterior light fixtures have a 90 degree horizontal cut- off to minimize glare as required by Section 20-16-10.C.2 of the Zoning Ordinance and the height of the proposed freestanding exterior light fixtures, which are limited to 25 feet tall by Section 20-16-10.C.4 of the Zoning Ordinance. Section 20-16-10.C.1 of the Zoning Ordinance limits the intensity of exterior lighting to 1.0 foot-candles at the property line abutting public rights-of-way and 0.4 foot-candles on other property lines. The lighting intensity along Quantrelle Avenue complies with the intensity limits established by the Zoning Ordinance. Adjustments to the lighting plan are necessary along the south lot line to limit the light cast at the property line to 0.4 foot-candles as required by the Zoning Ordinance. Light cast to the east onto the City park and to the north over the shared parking lot with Building C exceed 0.4 foot-candles but provide needed illumination of these areas and can be allowed for as part of the PUD Development Stage Plan approval. Signs. The exterior elevations identify one wall sign on each fagade of the proposed building. The Otsego Waterfront East PUD District wall signs on each fagade not to exceed 15 percent of the building area or 100 square feet for each individual sign. The proposed signs are 50 square feet on the east and west facades of the building facing the park and Quantrelle Avenue, and 70 square feet on the north and south ends of the building more visible from TH 101 and are consistent with the PUD District allowances. No freestanding sign is proposed at this time but a possible future monument sign location is shown on the landscape plan and would be allowed to be up to 64 square feet in area and 15 feet in height in accordance with Section 20-37-5.C.6.a of the Zoning Ordinance. A sign permit is required prior to placement of any signs upon the property. Trash. There is an exterior enclosure for trash containers located at the northeast corner of the subject site accessible from the shared off-street parking area with Building C. No details regarding the trash enclosure are included on the submitted plans, which must be constructed of the same exterior material used for the principal building and be of sufficient height to fully screen the trash containers as required by Section 20-16-15.13 of the Zoning Ordinance. Details regarding the construction of the trash enclosure may be submitted and verified by the Zoning Administrator as part of the building permit application. 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. The City has since acquired fee ownership of Outlot A. The site plan includes extension of sidewalks within the site to connect to the trail within Outlot A improving access to the City park. The developer will be required to grant the City an easement for public access and utilization of the sidewalk and off-street parking areas within Lots 1 and 2, Block 1 consistent with the terms of the original PUD Development Stage Plan approval for Waterfront East. Grading Plan. The developer has submitted a grading and drainage plan and Storm Water Pollution Prevention Plan (SWPPP) for the subject site. Otsego Waterfront East was planned to utilize a regional storm water basin located within Outlot A (now City park) to satisfy storm water management requirements. However, the MPCA adopted updated requirements providing that each development site must provide for infiltration of the first one -inch of storm water within the site and preexisting undeveloped lots are not grandfathered. As such, the developer will need to provide an additional storm water basin for the subject site. In order to maximize the potential development of the subject site for building and parking consistent with the original PUD Development Stage Plan, City staff is recommending that the required storm water basin be located in the southwest corner of Outlot A between the subject site and trail. The initial design for this basin would provide a shallow depth of five feet below the trail over an area of approximately five acres. In utilizing City property for private storm water management, the developer will be required to install additional landscaping on the east side of the basin adjacent to the City trail consistent with the City's landscape plan for the park and the development agreement will include a financial credit to the City for the area of the basin. The grading and drainage plan and SWPPP are subject to review and approval of the City Engineer. Easements. The proposed final plat illustrates drainage and utility easements to be dedicated with the final plat in accordance with Section 21-7-15 of the Subdivision Ordinance. An additional 10 foot wide drainage and utility easement must be dedicated along the front lot line of Lot 2, Block 1, which had not been previously dedicated due to the anticipated zero -lot line setback to the public right-of-way. Existing drainage and utility easements dedicated with the Otsego Waterfront East Fourth Addition Final Plat at the perimeter of the lot now to be final platted within Lot 2, Block 1 no longer serve a public purpose and are to be vacated. All drainage and utility issues are subject to review and approval of the City Engineer. no Utility Plan. The developer has submitted a utility plan for connection to City sanitary sewer and water utilities, which is subject to review and approval by the City Engineer. The developer is required to pay utility availability charges for the subject site with the final plat. Utility availability charges were also not previously paid for Lot 2, Block 1 Waterfront East 3rd Addition and were deferred when this parcel was combined with Lot 1, Block 1, Waterfront East 2"d Addition. 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. 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 Certificate of Occupancy is issued. The City Attorney will draft the development agreement and it is subject to City Council approval. RECOMMENDATION The proposed Waterfront Commons III provides for expanded tax base and employment opportunities through business retention and expansion and is therefore a positive addition to the City. The proposed development is also consistent with the land use policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications as outlined below. POSSIBLE MOTIONS A. Motion to approve the PUD Development Stage Plan, Preliminary and Final Plat and vacation of drainage and utility easements for Otsego Waterfront 5th Addition subject to the following conditions: The developer shall verify that the exterior materials of the proposed building comply with Section 20-17-4.D of the Zoning Ordinance requiring 7 Area RECs Fee (2014) SAC/WAC Due Water 3.25ac 3.5/ac. $1,566/REC $17,813.25 Sewer $2,200/REC $25,025.00 Total $42,838.25 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 Certificate of Occupancy is issued. The City Attorney will draft the development agreement and it is subject to City Council approval. RECOMMENDATION The proposed Waterfront Commons III provides for expanded tax base and employment opportunities through business retention and expansion and is therefore a positive addition to the City. The proposed development is also consistent with the land use policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications as outlined below. POSSIBLE MOTIONS A. Motion to approve the PUD Development Stage Plan, Preliminary and Final Plat and vacation of drainage and utility easements for Otsego Waterfront 5th Addition subject to the following conditions: The developer shall verify that the exterior materials of the proposed building comply with Section 20-17-4.D of the Zoning Ordinance requiring 7 that the stone and brick material be utilized for at least 75 percent of the area of each fagade of the building. 2. The landscape plan shall be revised to.- a. o: a. Provide additional trees on the east side of the proposed private storm water basin within Outlot A consistent with the City's landscape plan for the park, subject to approval of City staff. b. Specify installation of an in -ground irrigation system within the subject site and boulevard as required by Section 5-7-3.B.4 of the City Code. 3. The developer must submit cross access and parking easements over Lots 1 and 2, Block 1 Otsego Waterfront East Fifth Addition and Lot 1, Block 1 Otsego Waterfront East that are to be recorded concurrent with the final plat and development agreement. 4. The developer shall reconstruct the curb for the Highway 101 Market Driveway that is within the public right-of-way to install ADA required pedestrian ramps and metal plates, subject to approval of the City Engineer. 5. The exterior lighting plan shall be revised to: a. Identify that all exterior light fixtures have a 90 degree horizontal cut-off to minimize glare as required by Section 20-16-10.C.2 of the Zoning Ordinance. b. Identify the height of the proposed freestanding exterior light fixtures, which are limited to 25 feet tall by Section 20-16-10.C.4 of the Zoning Ordinance. C. Reduce light cast to the south property line to not more than 0.4 foot-candles as required by Section 20-16-10.C.1 of the Zoning Ordinance. 6. All signs shall comply with Section 37 of the Zoning Ordinance and require issuance of a sign permit prior to placement upon the property. Any freestanding sign shall be limited to one sign not to exceed 64 square feet in area or 15 feet in height. 7. Construction of the trash enclosure shall comply with Section 20-16-15.13 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 8. The developer shall grant the City an easement for public access over the sidewalks and off-street parking areas within Lots 1 and 2, Block 1, Waterfront East Fifth Addition for park purposes, subject to review and approval of the City Attorney. 9. The grading and drainage plan and SWPPP are subject to review and approval of the City Engineer. 10. The final plat shall be revised to provide a 10 foot wide drainage and utility easement along the front lot line as required by Section 21-7-15 of the Subdivision Ordinance and all drainage and utility easements are subject to review and approval of the City Engineer. 11. The developer shall pay utility availability charges at the time of final plat approval and all utility plans are subject to review and approval of the City Engineer. 12. The developer shall enter into an agreement with the City, which shall include provisions addressing a City credit for utilization of the area of Outlot A for private storm water management and the development incentive provisions previously agreed to, subject to review by the City Attorney and approval of the City Council. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. C. Motion to table. C. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Steve Fisher, Arrow Companies 0 Exhibit A - Site Location Date Created: 1/16/2015 aHCL YCL NICL VATECL 'PCL ownship Limits •cels CALL BEFORE YOU OIGI Rasa 0 20 40 BENCHMARKS � Gapher State One Call I s Elevations are based on Top Nut + T1OLL FREEAIR-8O06 zlsz sl`ae cGz ��� l�J~ l' II �L.IZIIJ §� S Architectural x Hydrant on east side of Quantreile V ka6 �' Avenue. aPRroxirnatley185 ft, SCALE IN FEET south of 90th Avenue as shown - � �� �� °fP o. gl3•a2 N Group hereon- Elevation = 966.58 feet `�O v. f�� TI a (NAV6 1988 datum) J Inc. S4'Sg36'E SIS � I I 1004 >IIQI YIig Street 5t. Pae4 Maneaota 551i9 tak 65E 739- 7988 fax. 651-786-3165 �— �� Na•°=s,oE WATERFRONT sx5°� 6�6 ns� COMMONS III N �'�J - � ��" � � a�"-_• it *� ++ � ,�^�_ '� 9600 QUANTRELLE AVE NE • ,� --� \ \ _ 1 I I ¢�� h OTSEGO, MN 55330 ARROW • y` W SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 • 3 �- 1 4 • h 41 Ira' AssocurEs �' \ `/` ,� �� '� Ir Ine�4e�nr meo•���d Wm pyo repMs I am a CuN Llwnsea Pra[evs mal E,glrveeruMar IEe favrs �' � i1[nmu[NI�+oMuc®uunwLcasrvl , am .rsm„Fc„nEx , Y.” �� ��-- f TEdd W. MCLoud -YE 12x8-14 SURVEY LEGEND — EXISTING CONDITIONS 0 STORM MANHOLE > -a r-ARY SEWER Q PROJECT NUMBER: 14161 � \ 4 S0.I•IrTLRY MANNGLE I W?.T�iM41N j� 1,\ ® WATER MANHOLE —*�—rurvoERCRauwo ELECTRIC CECEMBER 8, 2014 IC DRAWN BY: TRC y 1 0 HYDRANT c--UN ETZGROUND GAS_ I 1 W GATE VALVE - —UNDERGROUND TELEPHONE CHECKED 9Y: TWM O TELEPHONE PEDESTAL .OVERHEAD UTILITY 4� - � \ REVISIONS: N/A r POLE CHAIN LINK FENCE 0 LIGHT —CHAIN / \ F7 LIGHT POLEGONGR_TE GliRe — SIGN GONCREE EXISTWIG CONN TONS \\ ?xis 5P07 . PLAN IE ELECTRIC TRANSFORMER \ � � � .y CGNIFEROIfS TREE � �>� y ` p TELEPHONE R®ESiAL ` I ` ❑EOBuous TRCC \ ` -'� ''.�\ TOP WALL ELEVATION • \` 1 TG TOP OF CURB FIEVATION � \\ L AS PSH MA MAPLE \ 0 GGPYRIGHT 2014 ROSA ARCHITECTURAL GROUP GENERAL NOTES T. MIN NLSU IAS I AI LS -AI UIE KEQ01k"NOTIFIC'ATIONFYR"GOPI ILK 5TATL ONfC I.I"PRIORTO COMMENTING ANY GRADING, E%CAVATION DR CNDLRGKGLIND WC1 RH. IIIC NTRACTC]R5HA1. IF I FLDVER IF YLOCATIONS AND E"_EVATIONS OF—ST ING UT ILI IRS AND I DPUGKAYHICFEATURES PRIOR TO CIO MMFNCFM ENT Or CONSTRUCTION ACT IVIIY. THE CONTRACTOR SHALL NOTIFY THL EN GIN EFX OF ANY UISCKLPANC I E5 GR VAR IA IDNN I Ki W THE PLANS. 3. THE CUNI-RAC AUR SHALL I ARE ALL PRECAU-IUNS NECESSARY TO AVOID PROPERTY DAMAGE TO ADACFNT PROFFRDES DURINGTHECCNSTRl CT1ON PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE I1LLD RES—S II F FOk ANY D—GES T© ADJACENT PROPERTIES OCCURRING DURING THE CON51 RE1cHUN LIiASE OF THIS PROJECT. THE CONTRACTOR%AlLLBERESPONSIBLEFORPROVIDINGANDt IN1'AININC IItntNC L -GNI KCn DEVICES SUCFI 245 BAAAtCADCS, WARNINGS rNs, r CTGNAI SIGNS, FLAGMEN AND UGHTSTO CONTROL THE MOVEMENT OF THAT I['WI ILEE NI11SIiARY_ PI ACFMFNT OF THESE DEVICES SHALL BE APPROVED BY THE ENG INFER PRKJR TO PI-ACEM ENT. TRAFFIC CONT KUL VLVICLS A IALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION 51 AIDAR05, 5. IN ACCORDANCE V.'ITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL RE SOLELY AND COMPLLI LI RL5—NSIBLE FOR CONDITR N5 DN TI IF TOR S?F, INCI,IIDINC. SAFFTY OF AI L PER N5 AND PROPERTY DURINGTHE PERFOKMANCLOF 311E aWJRK. -HIS RE42UIREMENTM'ILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. S. THE DU=TY OF THE ENGINEER UR I HL ULVFLUPEId I U CONDUCT CONSTRUCTION REVIEW OF TI IE CONTRACTORS PERFORMANCE LS NOT INTENDED TO INCLUDE KI DI TI IT ADLQUACY OF 1111 f—I'kACI ORS SAFETY MFASLJRFS IN, OR NEAR THECONSTRUCTION SITE. 7. BEFORE RCOINNING£.ONSTRIICTION THF. CONTRACTOR SHALL INSTALL ER05ION AND SLD'MEhIATION CON IKUL MU45URE5 IN ACCORDANCE WITH NPD£S PERMIT REQUfRLMLNTS, BLFF MANAGLMI.NI PRACI-5, STATE AND IOC:AL RECIUIRENE,NTS AMU THE DETAILS SHOWN ON THE DETAIL SNEEI WS F THE PROJECT PLANS. 8. ALLCONSTRLCTION PERMITS, APPLICATIONS AND FEES ARE I HL K15FUNSWILIFY OF THE CONTRACTOR. 9 ALL ENTRANCES AND CONHLC I IONS I OCI I V S I RLU S SFIALL BE CONSTRUCTED PER THE REQHIREMENTS OF THESTATF AND I OCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPDN51BLE FOR ALL PERMITS ANJ NOTIFICATIONS AS RfQLIIRED. 10. ALL STREET REPAIRS AND PATCHIN�.SNAI.I SFPFRFORMEDAERTHEREQUIREMEK' DFTHECITY. ALL TRAIL IC CONT KUL 51 IALL UL PX—IDED BY THE CONTRACTOR AND 5111 RF ESTAR, IST I Fn PF R THE REQUIRFMFWS OF THE MINNESOTA MANUAL OF UNI FORM TRAFFIC CON I KUL DEVICES EMOTED) ANOTHE CI I Y. TI IIli.SHAI 1 INCL LJDF ALI. SIC NAGE. BARRICADES, FLASH ERS AND FLAGGERS AS NEEDED. ALL PUB VC STREETS. SHALL BE OPEN TO TRAFFIC AT ALL ] 1MTS. RI- ADILST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRI4'ATE TOAHE P.RUFUUO GKADLS WHERE DISTURBED AND COMPLY WRI I ALL RrQtHRE.MFNTS OETHE UTILITY 0WNERS.57RUC7URES3EINC RESETTO PAVED AREAS. MUST MEET OWNERS REQUIRLMLN ISIORIRAIIIGInAI?IMC 12. EXISTINCTOPOGRAPHYPROVIDEDBYLOUCMA55OCIAI S,PAKIIALHDUNDARYAND TOPOURAPHICSURVEYDATTn0412,VIq -n Llul OkVN'dV PATCH EX. BIT. 26 PATH FOR STORM SEWER INSTALLATION SAW -CUT FULL DEPTH / / REMOVE DEAD TREES. & _ ASSOCIATED LIGHTING a (TYP.) REMOVE EX HYDRANT & VALVE ALOE REMOVE BITUMINOUS PARKING LOT SITE DEMOLITION LEGEND O REMOVE CONCRETE PAVEMENT REMOVEHITU'MINOUSPAVEMENT .......SAWGJT PAVEMENT SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE ANDIOR RCLOCAI F EXISTING ERIVATE UTILITIES AS NECESSAFY_ CONTRACTOR TO CCURVINAT E ACTIVITIES WITH UT 11TY CCSMPANIES. 2"" TRACIOR.KHALI-PROTECTSURFACE AND SUBSURFACE FEATURES NOT NOTED HILT—OVAL 3. CONTRACTOR TO CLEAR AND GRUB LXISHNO VI<LFTATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AN STOCKMLE ON -SI I L. REFER TO GRAVING PLAN ANF] SLVPPP FOR SEDIMENT AND EROSION CON I KUL REQUIREMENT5. 4. CLEAR AND GRUB AND REMCNE ALL TREFR, VEGETATION ANTEDL D SIB RISPRVOk TOCRADING. ALL RE.MOVCD MATERIAI SHAIL SE HAULED FROM THE SITE DA I L1'. ALL CLEARING AND CRUBBINC ANn REMOV ALS SHALL BE PERFORMED FER I HE CONTRACT BPEcIriCATIONS, EROSION CONTROL MEASJRES SHALL RE IM MFDIATELY ESTAB LISTED UPON KLMOVAL. SEC I' HE STORMWATER POLLUTION PREVENTION PI AN ISWPPM. S, CONTRACTOR SHALL kE VL ALL 51 HE SURFACF FEATURES WITHIN REMOVAL LIMITS UNLESS OTHEITVVSL NOT LD. REMOVE EXISTING WATERMAI N r� \I - CAP EX. WATE RMAIN U FITTING CALL BEFORE YOU PIGI Gopher State One Call * T%MN OTT AR -A: 651-454-0002 TOLL FREE: -8U 252-1:66 wARrvwc iHI[[INIRn[-IORMALLHE RfSPO B' BLE FORCALLING FORLO TIONS OT ALL EXISTINGNTII111 F.5. TH H L GOFf6ATEw=II 1. Inly as --IN MANIAINI—TH.. SERVICE ANDIOR RE CN TION OF LINES. THE TACTOR SHALL CONTACT—ILA STATE ONE — AT65-1-11 A' IFAST-H— A ,ZANIEFaRTHELOCATIONSOFALLWVDERGROUNDWIRE5 ELF.0 IUIS,PPES,MANEE—S. VEHER OT HER HUREDSTRUC-LRESEEFORE DIGGING. THE101TRAGIIIIIIIAII REPAIRORREPL.3Ci THE A—WHEN UAVAGEVODRING CONSTRL:TION ATNEI 1I OurNI1. t n I`yf REMOVE CON R n1.1 . I REMOVE DEAD TREES ASSOCIATED LIGHTING (TYV.) - -..I e �¢ SAW- I L ' A REMOVE FOUNTAIN, STAMPED CONCRETE, & ASSOCIATED LIGHTING SAW -CUT FULL i DEPTH 6 20 40 \ / SCALE IN FEET BENCHMARKS Elevationsoea based an Top IJut Hydrant, 1 nu on east sidernati of 85ft. lle Avenue. v\\ f saulh of 90th Avenue as shown \ r hereon. Elevation = 866.58 feet \ (NAVD 1988 datum) i NOTE: ALL ITEMS IN BOLD ARE TO BE RLMOVED. 1. / s �f PATCH EX. BIT. PATH FQR-STORW- r —SEWS INSTALLATION TI. Rosa Architectural Group Inc. 4064 Sterling Street St. PaLII k4nnesota 55119 tat 651-739-7988 fax 651-739-3165 WATERFRONT COMMONS III 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 A ARROW SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 WIL0111,11"I, ASSOCIATES pe NcnRcwi.. Emma ,PGI I hereby mTtPylh JR4 PI ,epedRutten aT repelrvraa Iam�'ed by IeW my tllect. peMlelen d�yL �aa,�a,L��,vs antl Tal elw �Y ,r�71�L 002 R3 TZAR -19 LVicensc Nn.. Date 1232 PROJECT NUMBER: 14161 DATE: DECEMBER 8, 2014 DRAWN FiYI TRIG CHECKED EY; TWM REVISIONS: N/A DEMOL)T►ON PLAN Ci -2 Q CCPYROHT 2014 ROSA ARCHITECTURAL CROUP �g. EXf5TfNG TRAIL — _ 322 OG' FPF�O�05FHD 51 T E FLAN SITE DATA-- BUILDING ATA.BUILDING AREA 18T FLOOR 16,112 5F. 2NE) FLOOR 16,112 5:F. NELU PAR 1Nr:; = 165 STALLS 6 N_C_ STALLS J-_ PROPERT'LI� � 1 TTTT -�n �PROPOSEC SITE FLAN PLAN ALI iRe2m-mn Rosa Architectural Group Inc. 1084 Sterling Street St. Paut Minnesota 55119 teL 651-739-7986 Pax: 651-739-3185 WATERFRONT (COMMONS ill 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 ARROW SUITE 335 7265 KIRKWODD COURT N. MAPLE GROVE, MN 55369 t HEREBY CLT l TBAT Tx5 PUN, BPBGFicNnoN, REPORT WA5 1pE -EO BT ME OR UNOCR Mr OIR=Cr LY um4sEo amcsssiow.u_ L47—HE ALN or +Hc s�Arc or— N-I HER WAS PpE A kT 14SME . U�Np �MRON,,Ec'aR LLNCEfl T1E hJ..V�S OFr THS A LUIQYELI�EN56 ACHI[GT PROJECT NUMBER: 27436 DATE: DECEMBER E. 2014 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED SITE PLAN Al ml o-, COPYRIGIII 2014 ROSA ARCHIIECTLRAL GROUP FFZOF05EP MAiT4 LEVEL SHELL FLOOR FLA' Irgl_i_@II Ty Rosa Architectural Group Inc. 1084 Sterling S4reet St Paul, Minnesota 55119 tel. 651-739-'7988 fax, 651-739-91'65 ID' -4" f9'-4' 3'•4". WATERFRONT COMMONS III 9000 QUANTRELLE AVE NE OTSEGO, M N 55330 A R1?'W SUITE 335 7265 KIRKWOO© COURT N. MAPLE GROVE, MN 55369 e�o��wAz� �en'uarn^T s uc oR w$ oFR u'�als UNrWTM MIT FI MsnLY a.= uiNw�soTA oNrt I E ERE�B! CE�RFY TNT 6 PLAN, ISIw pFl�Tl9 N• DR C:R s:Plonsaxo nar au A cv�r u�nn ARcnn€cr UNQER T}f£ LIHS OF 1HE STAr£ dP WNNE:CRA PROJECT NUMBER: 21436 DATE; 0'-4' 9'-4' I0'-4.' 9'-4" W-4° S'-4" W'-' 3'-4' W-4• 5'-O' 5'-0" �'-4" 9'-4' }'_4' ]¢v-4" 3' 10'-4• 3'-4" 10°-d" 3'-;• DRAWNBY: A CHECKED BY: RR REVISIONS, 0 H H H H H H Q 0 p p €e?' Y m a lu El o ®' 2e' -m" b' �" Im'-4" S'-4' �'-4• Iq�'-4" 3'-d' IG' -4" 3'-d"' I®' -d' �'-d' < FFZOF05EP MAiT4 LEVEL SHELL FLOOR FLA' Irgl_i_@II Ty Rosa Architectural Group Inc. 1084 Sterling S4reet St Paul, Minnesota 55119 tel. 651-739-'7988 fax, 651-739-91'65 ID' -4" f9'-4' 3'•4". WATERFRONT COMMONS III 9000 QUANTRELLE AVE NE OTSEGO, M N 55330 A R1?'W SUITE 335 7265 KIRKWOO© COURT N. MAPLE GROVE, MN 55369 e�o��wAz� �en'uarn^T s uc oR w$ oFR u'�als UNrWTM MIT FI MsnLY a.= uiNw�soTA oNrt I E ERE�B! CE�RFY TNT 6 PLAN, ISIw pFl�Tl9 N• DR C:R s:Plonsaxo nar au A cv�r u�nn ARcnn€cr UNQER T}f£ LIHS OF 1HE STAr£ dP WNNE:CRA PROJECT NUMBER: 21436 DATE; DECEMBER E, 2014- 014DRAWN DRAWNBY: A CHECKED BY: RR REVISIONS, PROPOSED MAIN LEVEL SHELL FLOOR PLAN A2.1 Q -Y-T 2014 ROSA- AR--- GROUP 4m . amm'-®• 10'-4' �V-41,_ W-4' �3'-4"� 1'-4' iV-4% 1.,. °3'-4", W'-4' I5'-�° , 5'6' ]e'-4' t4', m'-4' , —4. 94° W'-4° 31-d"I I®'-4' 3'-4" L kv-4• 3'-4" L 10-4' `3'-4'L 1@'-4' [3'-4"I. &.4° [ 5'�' ` X,'-®' I 5'-W' f. ]v,-4' J3'-4, I w-4" I3'-4'1 W'-4' I3' -4'l I®'-4' 19'aL°f I.-4° 3'-4'I f0'-4" I 2m 1 -a - Q PROPOSED SECOND LEVEL SHELL. FLOOR FLAN 1�P� v� ti Rosa Architectural Group Inc. 1084 Stadng Street St. Paul, Minnesota 55119 tek 651-739-7988 fax: 657-739-3165 WATERFRONT COMMONS III 9000 QUANTRELLE AVE NE PROPOSED SECOM LEVEL Si TELL FLOOR PLAN A2m2 0 COPYRIGHT 2014 ROSA ARCHITECTURAL GROUP OTSEGO, MN 55330 m � SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 SIMDIREM - RFP -OTT Wt5 PREPARED BY M1IE D ' DH OER TrElmAws GI Tl -A ATE: � YM E9—pTP— = - HER£RY� K Terwi iH5 Wu- siclFl-anon, an PYc xREO BT 4E CR UNDER W DIRECT SIPEIMSICFI 1Wp IFUi I AN A DH.LY IICHJSEIf ARCHITECT UNDER T.1E LANG 6F iR£ SIAiE OF NHM1ESDTA. RmR wLe � PRDJECT NUMBER: 21436 DATE: DECEMBER 8. 2014 DRAWN BY: JL CHECKED BY: RR REVISIONS: PROPOSED SECOM LEVEL Si TELL FLOOR PLAN A2m2 0 COPYRIGHT 2014 ROSA ARCHITECTURAL GROUP VONM --M1MM MEMO OSLO VR- I0 me 'Milo minx WE ROME10SEEM MEMO -=0107m 00.7mm7mil MON1111 511Mm 1�1� 1- MEIN MENISOa I VA71ON STUCCO CANOPY GLASS ENTRY LIGHTNCT LICaHTING ns� wg l_I_mll a SOl1TN EL3=YATION A,a.E I�gn _11_�n z NORTH ELEYATfON a3a I�g��_i�_�,I �1 E,45T ELEYIATION Rosa Architectural Group lnc. 1084 Sterling Street St Paul, Minnesota 55119 fel: 651-739-7988 fax. 651-739-3165 WATERFRONT COMMONS III 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 41"1R ARROW SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 1 HEREBY CERA FY THAT T S PL . 5PECFICA70N. OR R�ORT WAS PREPARED RY ME OR IINRER Mi OIR ECT IINCER Mt 1.•h; of �iME 5PRTE aNSNn ESOT4 �� PLAY. SPECIFlCAT— dR QER IwCEta ttiE cavus aF TH� RTE oFEUWI.u=svr6W PROJECT NUMBER 27436 DATE: DECEMBER B, 2014 DRAWN BY.: JL CHECKED BY: RR REVISIONS: PROPOSED SUA DING ELEVATIONS All C) COPYRIGHT 2QM RO$A ARCHAIEGTURAC GROUP �—a WATERFRONT COMMONS III OTSEG©, MINNESOTA ARROW ARROW COMPANIES ROSA ARCHITECTURAL GROUP J .f T !� PLANTING PALATTE SYMBOL PLANT FYPE I PC]TENTIAI-SPFCIFS 1 EST -� BUSH HONEYSUCKLE nFCTDOOIIS SHADE 7RE11-2.5"1AL. f � 0 Ayer rub— N—havacxJ' LRTLELEAF LINDEN - la REO OAK Querc -rubra CRT IMPERIAL HONEYLOCUST GledT%Ta tri—WIT F var. inerli Skyline' J� r } ORNAMENTAL TREES - 1.5' CAL 4`v/I` THORNLESS COCKSPVK HAWTHORN r Cralaegus crusgall'T'IrR l9' � Malas spp. .r I T !� PLANTING PALATTE SYMBOL PLANT FYPE I PC]TENTIAI-SPFCIFS 1 EST -� BUSH HONEYSUCKLE nFCTDOOIIS SHADE 7RE11-2.5"1AL. NORTHWOOD RED MAPLE 0 Ayer rub— N—havacxJ' LRTLELEAF LINDEN - la REO OAK Querc -rubra CRT IMPERIAL HONEYLOCUST GledT%Ta tri—WIT F var. inerli Skyline' J� r } ORNAMENTAL TREES - 1.5' CAL 4`v/I` THORNLESS COCKSPVK HAWTHORN Cralaegus crusgall'T'IrR l9' FLOWERING CRABAPPLE Malas spp. — SYMBOL PLANT TYPE /POTENTIAL SPECIES LIST O DECIDUOUS SHRUBS -A2 POT -� BUSH HONEYSUCKLE El bn—a BURGUNDY CAROUSEL BARBERRY Berberia ihunb-LTH' Baill ANNA FI IF HYDRANGEA Hydrangea arhorescens'Annabelle' ALPINE CURRANT RIE- aIpm— SPIREA spires spp. �-� d + 7 '�J' (.1-1FFROLIS SHRUBS -#2 POT SEA GRE EN JUNIPER yur,IPesr�s chinerxmis Sea Green' 5AV IN J UNIP€R Juniprxis Sabina FAUN FON SPRFADINC: YEW TaxusxTrredia Taunwn' YELLOW RI88V N ARBORVITAE Thuja nrrrchnplis'Y Ik— Rlhhon' SVMUOI PI- ANT TYPE I POTENTIAL SPECIES L IST -� CONIFEROUS TREES S w NT. SCOTCH PINE Pinus SPINE is vl COLORAOU GREEN SPRLICF Pica pungens B LACK HILLS SPRY CE Pirxtir derivaU 0 PERENNIALS- 1 GAL CONT. O BLACK EYED SUSAN RrrAheckia Lida 'Gold i—' AUTUMN JOY SEDUM Sedum R'A.unrmn Joy' nAYI 11 Y Hemaacalliasp. KARL FOLKS ER REED GRASS Caiamagrralis 11:16rkna'Karl F.,P-L •r' GENERAL NOTES CONTRACfVKS#'ALL VISIT N rLPRIUKTUSOUNITTLYGBID. HE SHALLIN'5PECTYMANU BECAMEFAMILIARWFFH EXISINSE]CONDITIONSRELATINC•TO THE NATURE AND SCOPE OF WORK. VERIPYLAYOUTAND ANY DIMENSP0E:55HOWN AND RRINC TOTHFATTNTIONal-MIE LANDSCAPE ARCHITECTrwY DISC3{fYANUES WHICH MAY CYUMPROMISFTHF f F51GN An D,'OR INTFN7' OF THF PRUJFCT'S LAYOUT. AESL:RE COMPLIANCE WITH ALL APPLIfiBL MOM AND RERILATIONS GOVERNING THE NORK OR Mair RIALS ¢JPPLIED. CONTRACTOR SHALL PROTECT ALL EXATIll ROAn5. CL!a.RS/GU—S. TRARS. TREES. LAVVN5 AND S'TE ELEMENTS DUR'NG PLANTING OPERATIONS. ANY DAMAGLTOSAMESHALLUEREPAIRED .ATNDCOSTTDTHEM4 M. CONIRALFU SHALT-WRIFY ALIGNMENT AND LOCATION OF ALL UNUERGROUND AND ABOVE GRADE UTILDIES AND MCNCIETHF NFCFESARY PR(YTLYTICNN FOR SAME BETORE CONSRL1CT10Nf MATERIAL INS'ALIATION 6CCLV5 RW NIMUM 10' - D" QEATlANl.Ej. All I:h UFRC'.RULINII t l] EI.I I'RS SNAIL BF LAID SO'IHAI' TRENCHES W NOT C VTTI IRUUGH ROOT 51'STEMS OF.4NY EXISFING TAET TO RE'M.q IN- E%ITINCCONTOURS.T L5.YECETATION,IM3fGUTFERANDOTHERUMJNGELEMENTSBASFULPUNINFJWATIONSUPPLIEDTOLAN68 PE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DWREPA.NOLS PRIOR M CONSTRUCTION ASND NOTIFY LANI—PE ARCHITELTOF SAME. THE AT. GNMENT AND GRADES LETTER PROPOSED WALKS, TRAILS AND/OR ROAIAVAY.S APE SUBJECT -0 FIELD AUILl IT..NT REQUIRED TOOMFORM TO LOCALIZED TOPOGRAPHI C CONDITIONS AND TO MINIMIZE TREERE.NOVAL ANDCRAUING. ANY CHANGE INALMNMENT MUST HE APPROVED BY LANE—FEARCHITECF. All PLANTING BEDS TQ RECIEVk SHRz EUED HARE WOUD MULCH UNLESS SPECIFIED OFF IERW ESE ON TETE LANDSCAPE PLAN SITETOBE RRIGAT .CO:NTRACFOR TO SLIINAT SHOP DRAWING FORAIPROVALBY IAND.SCAPF ARCHIFTLT PRIOR TOCONSTRUCTION �N= 0 3V tiV SCALE IN FEET CALL BEFORE YW QIG! Gopher State One Call ` TWtN CITY AREA: 891-454-DD02 l� TOLL FREE: 1-800-252-1188 WARNING: THE 4VNIKACIOK SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF All XI ll NO L:IE1 LIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES TN MA Ih IAININO I I FOR 5LRVICE AND I OR RELOCATION OF LINES. THE CONTRACTOR SHALL CIANTAC-1 -WHLR STATE ONE CALL AT 551-4540002 AT (FAST 4R HPURS IN ADVa NCE FOR THE LOCATIONS Of ALL LINDUi UROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VAI. VFS OR CFEF FR FURLED STRUl TRIPS BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE. ABOVE WHEN DA.MA(:F IT DOWHE, CONSTRUCTION AT NO COST TO THE OWNER Rosa Architectural Group Inc. 1084 Storing Street St. Pad, Nimel 55119 talk 651-739-7988 fax Wl-739-3166 WATERFRONT COMMONS III 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 A ARROW ?,C4R.�4NAF'.5 SUITE 335 7265 LKIRKWOOD COURT N. MAPLE GROVE, MN 55369 Rla.i�Lne - c.�N One" �..rna � L...a Knwr�nx uu J�s/wa-sabscwn r hereby ce bf, Nal IN. Pte, sseraScaller er reper! nes prcpa,ee ey me ar �na� my Ofi•®h arpemF�=n antl Pa[ T am a aUry ur<�e L.ai�ap< nen; t anae• ne ar o/Ihe SlaCe oFMnnessla, Douglas D. Loken 4SSYl 1 VOIRA 4 LI-- Na Dates PROJECT NUMBER: 14161 DATE: DECEMBER 8, 2014 DRAWN BY: TR L; CHECKED BY' Twm REVISICNS: N/A LANDSCAPE PLAID L1.1 0 CDPYPoITFHT 21114 ROSA ARCHITECTURAL CROUP ' THE COJNI ILALHOR 15 RESPONSIBLE NR MAINTAINING ALL TREES INA PLUMB POSITION ,tom THROUGH T HE WARRANTY PERIOD. STAKING IS \T '' SUGGESTED. BLJT NOT REQUIRED. ANY SFAKING MUSTCONFORM WITH PRACTICES AS DEFINED W A.N,A GUIDELINES FOR STANDARD PRACTICES kyr_ W' PRUNEb 11) Al. CROSSING BRANCHES } • '�f�-- AFTER PLANTING 15 COMPLETE, ✓ '''r CUT BACK WIRE BASKET WATER III IHOROUCHLY DURING PLANTING OPERAT ONS PLACE BACKF]LLIN B -IT LIFTS AND TES OR OR 5SPECS. SOIL - SEE NOTES SATURATE 501L WITH WATER. DO Ell. MORE THAN NECESSARY TO MAINTAIN PLUMB. I 2' POLYPROPYLENE OR POLYFTHYI ENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING -ONE PER WIRE ROOT FLARE EVEN WITH OR IU57 ABOVE GRADE. MULCH -,'DEEP. NO MULCH IN CONTACT WM I TRUNK - SEE NOTES OR SPECS BACKFILL WITH IN SITU TOPSOIL WOOD STAKEIOFTIONAU EDGE VARIES. SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT OV UNDISTURBED NATIVE SOIL CONTRACTOR 15 RESPONSIBLE FL7R TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING DETAIL Ll -2 SGLEF,Y•�1'L• THE CONTRACTOR IS RESPONSIBLE EOR. MAINTAINING ALL TREES 14 A PLUME, POSTTION THROUGH THE WARRANTY PERIOD, STARING IS II.ESTED, BUT NOT REQUIREU, ANY STAKING MUSTCCLNFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED HRANCIICSAFTER PLANTING 15 COMPLETE. WATER TRFFTHOROUGHLY DURING PLANTING OPEMMONS. PLACE BACKFILL IN 1L1 21' LIM AND SATURATE SOIL WITH WATER', DONOTCOMPALT MORE THAN NECESSARY TOIvAINTAIN PLUMB. TRW" POLYPEEOPYILENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE MULCH - 4' DEEP - SEP NOTES OR SPECS. MULCH MU5T NOT BE IN CONTACT WITH TRUNK. BACKFILL WITH IN SITU TOPSOIL VJCIOD STAKE IOPTTONAL) EDGE VARIES- SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT HALL SET ON UNDISTURBED 5UBGRADE CONTRACTOR IS RESPON5I BLE FOR TESTING PERCOLATION RATES PRIORTO PLANTING. NOTIFY LANMCAPEARCHITECTIMMEOIATELY IF POOR DRAINAGE EXISTS. 2 CONIFEROUS TREE PLANTING DETAIL L7-2 5a 11-1- LANDSCAPE INSTALLATION- COORDINATE THE PHASES OFCONSTRUCTION AND PLANTING IN'SFALLATION SLACK POLY EDGERTO BE USED TOCONTAIN SHKUBS, PERENNIAMAND WITH OTHER CONTRACTORS WORKING ON SITE. ANNUALS WHERE BED MEETS SOE.3EED UNLESS NOTED OTHERWISE NO PLANTING WILL BL INSTA. I I D IJN II- COMPLETE CR DING AND CUNSTRLE—CIM HAS BEEN COMPLETED I.NTHE IMMEDIATE AREA WHERE SODI511II ASUTSPAV ED SURFACES, FINISHED GRADE OF SOW5EED SHALLBE HELD V BELOW SURFACE ELEVATION OFTRAIL, SLAB. CURS, LTC. 5EED ALL AREAS DISTURBED DUE TO GRADING OTHER THA V 7HUSF AREAS NOTED TO RECDVE SOD. SEEDSHALL % INSTALLED AND.WJLCHED AS PER M1,00 SPECS. SOV ALL V ESIGNATED ARFA5 DISTURBED DUE TO CRAOfNG- SOD SHALL BE LAID PARALLEL TBTHF CON`OURS AND SHALL HAVESTAGGSRW JOINTS. ON SI A ESSTEEPER THAN 3:1 OR IN DRAINAGE SWALLS, THE SUD SHALL B£ STAKED TD THE GROUND, ALL PLANT MATERIAL SHALLCOMPLV WITH THE LATEST E0I7ION OF THE AMERICAN STANDARD FOR NURSERY STOCK. AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRU-14--AT LEAST 5 CANES ATTHE SPECIRED MINI MUM SHRUB HEIGHT UR W IDTH. ORNAMENTAL TRFES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOW Eli THAN --3' MG-ROOTBALLSTREET.—D9 ULLYARD TREESSH.ALLSEGIN BRANCHING NO LOWER THAN 9ABOVE ISNls•HED GI ANY WELL RODS [REE YW VIOUSLY PRUNED FOR CHRISTMAS TREE SALLS SELLAE NOT RE USED. ALL CpNIFEROVSTAEES SHALL BE FULL FORM. EAT URAL TD THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES E%15T. SP€CRICATIONSTAKE PRECEDENCE OVER NOTES. NO PLANT MAI ERIAL SU55 THUTIONE W II I. RE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THF I ANDSCAPE ARCHITECT BY THE LANDSCAPE COACTOR NTR PRIOR TO TTI[ SUBMISSION OF A B ❑ ANDIOR QUOTATION. ADJUST DS FO PI -ANTS SHALL RE LOCATTD AND STAKED AS SHOV N ON PLAN. IN FIELD. SHO IN LOCATIONOFPROPOSEDPLANTMATER]ALSMAYBENkLCT M FIELD SHOULD AN ADIl15TMEtiT BEAWISCU THClANDSCAPEARCHE£CT MUST Bf NPTIFIED ALL PL44T MATERIALS SHALL HE FERTILIZED UPON IN57ALLATION WITH A 27-1-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PI AN TING 50IL PER R €L MANUFACTURER'S INSTRUCTIONS. PIANTSNWYBSTREATLV PORSU.I ANO FALL INSTALLATON WITHAN APPLICATION OF CRANLLAR 27-}I ATE OZ PER 2-S CAUPM PER TREE AND 3 OZ PLR 5HRUB WVITH AN ADDITIONAI. APRIUDON OF Z7 -3-J THk FOLLPWNO SPRING IN THFTRff SAUCER. ALL PLAN I ING AREAS RECEVING GROUND COVER, PERENNIALS, ANNLALS, AND1V K VINES SHALL KECUVE A MINIMUM OF 11' DEPTH OF PLANTING SOIL CONSISTING Of A f I. FAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR VANURE AND LD1' R155AND. ALL PLANTS TO BE INSTALLED A5 AERPUNTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALE KF CORRUGATED PVC PIPING I' CREATER IN CALIPER THAN THE TREE BEING PROTECTED CM QUALITY, FEE-, W ATERPROEIF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL OLCIDUOUS TREES PLANTED IN THE FALL PREUR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-I_ LANASCAPE EDGER QYPI SEESPECS GEOTE%TILE WOVEN LANDSCAPE FABRIC SOD 41HI GRANITE COBBLE ROCK MULCH - EQUALCOVERAGE - FILL MING WALL 3 MAINTENANCE STRIP AT BUILDING EDGE Ll -2 SAL=: t In•-r.n• EPI -FIR TO PLAN SHRUBS TO BE PLACED 50 THAT 18" .MIN. TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. PLANTING SOIL - SEE NOTES OR SPEC. MULCH - 3- DEPT€ I - SEE NCF ES OR SPEC. I.ANDSCAPEFARRIC-S€E NOTES OR SPEC. _ EDGING MATERIAL- SEE NOTES OR SPEC. EDGE VARIFS - REFER TO PLAN LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. _ SCARIFY BOTTOM ANDSIDES UP HOLE PRIOR TO PLANTING B47LDING WALL 9P) r71 SHRUB PLANTING DETAIL LLIA 11"N -131• ALL PERENNIAL PLANTING EEDS TO RECEIVE 3' DEEP SHREDDED HARLIINOOD MULCH WITH N'O WELD BARRIER. ALL SHRUE RED MASSINGS 10 KLCLI'JE .I" DEEP SHREDDED HARDWOOD MULCH AND FIBER •NAT WEED BARRIER U\I FSS NOTE DTHERWW'15E ON THE UNOSfhPE P_AN ALL TREES NOT IN PLANTING REDS TO RECDV[ V DEEP N IRLDDffI HARDWOOD MULCH FILING I4• DIA MINI WITH NO MULCH. IN DIRECT CONTACT FYRH TKL1 TRUNK. SPREAD GRANULAR PRE DHEIRGENT HERBICIDE PREEN OR ECILAU PFR MANUFACTURER'S RECUMMENUA I IONS UNDER ALL MOI CHID AR FRS. MAI NTENAN'CESTRIPS TO HAVE EDULRAND MULCH AS SPECIFIEDVINDICATED ON THE DETAIL. IF I HE LANDSCAPE LOWMCTOR IS CONCERNED OR PERCEIVFSANY D€HCIiNCIFS IN THE PLANT SELECTIONS; SDE CONDITIONS OR —OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AF FECT PLAIN7 ESTABLI5I EV ENT, SLRVNAL OR GUARANTEE, HEMVST BRING THESE DETICILNCTES TV IHE ATTENTION OF THE LANDSCAPE ARCAffECT PRIOR TO PRVCURFMtN I AND/OR INSTALLATION. CUNTRACTUR SHALL 51R.MJTA WRITTEN REQUEST FOR THE OWNER ACGEPTMCT INSPE UN Of ALL LANDSCAPE AND SITE IMPROVEMENTS CONTRACTOR IS RF5PON5IRLT FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCC L:R PRIOR TO OWNER ACCEPTANCE SHALL BE THE REBPONSlEILRY OF THE CVNIRAC'OR, CPFITRACTORSHALL PRUVIVE THENYNERW H t Y'I A MRINTENANCE PROGRAM NFEIIDINNG RL."f NOT NECESSARILY UMI7ID TO, PRUNING, FERTIUZATTON RND [ASEASFfPB57 CONTROL. CONTRACTORSHAILGUAELA.N TEE AEW PLANT R5/TERI.M1L THROUGH ONE CALENDAR YEAR FROM THE IRATE OF OWNER ACCEPTANCE. N'AXRA:4TY LONE FULL CROWING 5EASONI FOR LANDSCAPE V,ATMIALS S} ALL EECIN ON THF. UATF OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THECO!nPLETIONOFPLANTINGOFALLLANDSCAYEMATERIALS. NUPAR11AL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED UTHFRSYI5E THE APPROPRIAIT DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED'500 PLACEMENT 15 FROM THE. TIME GROUND HAS THAWED TO JUNE 1 S_ FALLSC IDLI NC IS O-NFRALLY ACCEPTABLE FROM AUGUST I5 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 -SEPTEMBER IS.: CORMANTSEEDING IN THE FALL SHALLNOTOCCUR PRIOR 70NOVE. IBER1. FALL CONIFEROUS PLANTING MAY'OCCURfROiMAGUS 15 -ILK AND❑ECIDUOUSPLANTING FROM, THE FI RST FILOST U ND L NOYOIE�N i. PANTINGOI:TSIDETHESEOATFS IS NOi RfLOW141ENU_ ANYAD3U5TN-NT, JUST BF APPROVED IN WRITINC. BY THE I 4MCAPT ARCHrUCT IAVDSCAPE CONTRACTOR SHALL ESTABLISH TO f II5 SATISTACTKEN THAI SOIL AND COMPACTION CONUTUNS ARE A UEQUAI E TO ALLOW FOR PROPER DRAINAGE ATAND AROUND T- IF BUILDING. SITE. ImcATIO % NOTES: VERIFY EXISTING! PROPOSED IRRIGATION 5YS'I' LM LAYDLTAND CONFIRM CJ PLLFL LINK IS OF IRRIGATION PRKORTO SUPPLYING SHOP DRAWINGS - LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE LOR PROWIUINC AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OT- THE SCOPE OF H WORKWMEIVDINO. THESESHALL BE APPROVED BY THE:AID5CAPE ARCHITECT PRIOR TO ORDLlRANIhDR INS LALLA f RJN. 31 S TALL BE TI IL LANDSCAPE CONTRACTORS RESPONSIBILITY 7U INSURE THAT AL, 5ODDEEh•5FFDED AND PLANTED AREA5 ARS IRRIGATED PROPERLY, INCLLDING TH05E ARLAS DIKELTLY AKOUNU AND ABUT IIAG FORDING--OL.—ATION. THE LA.NDSCAP€ CONTRACTOR SHALI PROVIDE THE OWNER WITHAN IRRICATION SCHHNUI E APPROPRIATE TO THE PROI ECT SLOE CONDITION 5 AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SY5TEM IS NUT TO SPRINKLE ACROSS PhYFM ENT. THE $v$TF..M SHALL INCORPORATE ARAIN SENSOR INTO I RKICAI ID4 SYSTEM, PLANTINGS OUT5IDF THF ITS OF IRRICATION ARE TORE WATERED REGU[ARLYUNTILPVNTIU.MNQ501)iSEED HAS BEEN ESTABL15HED AND FINAL —RAL-7—ET VARIES SEE PLAN. MULCH -]'MIN. DEPTH P - SEE NOTES OR SPECS. kyr_ W' EDGER -SEE NOTES OR SPECS. EDGE VARIES -SEE PLAN Y y 52"DEPhi L PLANTING TES OR OR 5SPECS. SOIL - SEE NOTES — — -- LOOSEN ROOTS DF -- PLANTMATERAL PRIOR --_— TO PLANTING 5 PERENNIAL PLANTINC Rosa Architectural Group Inc. 084 StaMg Su ♦ St. Paull Wmeslota 55119 tet 651-739-7988 fa)c 651-739-3165 WATERFRONT COMMONS III 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 A ARROW SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 r ASSOCIATES L...6.aFT ni.F Eimun. , Im mnm�n�a "e arWy mrlly Meal ln.n�an aPadli�tlan ae rcyert ores p cparctl Ie1 me or untlermP Bred aperv�ainn ani IFaE I am a tlulY UcenRea LanESA�dPR Av[Nlec[ VnMei Ine Taws of Ble Sale of Ninnesab. DouRlaz O. Luken 45581 12/18/14 Ucense Nu. Liam PROJECT NUMBER 14 11, 1 DATE: DECEMBER 5, 2014 DRAWN BY: TRC; CHECKED BY: TWM REV151ONS: N/A LANDSCAPE NOTE AND DETAILS L1-2 0 COPYRIGHT 2D14 RD5A ARCHITECTURAL GROUP f r % r r r 4 1 owp r a Nl e F I � n .« .• r \�:-� ���'-r� ��`t �� ��' ' � -- - = .- � �r--�--r : r �4�M}-�� Ts� +�.�-r�--I - � -�� ,I � } }` I .- � w �. � a m �- "�_ ✓' e � � �i ��'y� , f � ,��. ���� .� � II . 1 m � � } e I � i a.l �, `e } �.. li � m W .• ... � � ! P � a � ��� 'N .w �� ami _ - �F }n Y ✓• . r .+ m w e '� • J^ .^ . P �.. A .. . • '1{.9@5` ��.` ��.� \ s^ .v. � �` iN A r• ry n '' n '% 5 '3, "y \ ea a � � ., 1 a 1 a � I' a � ry1" % . � .•, w .. - � `� � � y r - ter' ..+ A : � °"�� P� e� r\. A A A k r `,•\,}� �:. o -` � �- � -- `���`�-_ �.-`� � :} '•f .- Y .Y .� g r .•e` .r P �^,- '� ..e . .a � .Y ` \�„i 5•C� ` ^` �� � 17!5' �,-rte`. �1q/\? _ef .e .^ .o ��. myrPF tom GRADING, DRAI NAGE & EROSION CONTROL NOTESE'' 1. Al.l'r-AVC- -I TO ARLRCCEIVCMINIMVMClE41NC11E50FTOPSOILANDS(>DOR1"..THESEARLA551TALLf3 WATERED BCONTRACT VTHEORUNTILTIIL.SODDRSETOI5GROWING INA FIFAtMYMANNFR. Rosa 2. THFOONTRAC7GR5HAI I TAKE AL PRECAUTIONS NFCFSSARYTD AVOID PRCPFRTYO.NMACF TO ADJACENT PROPERTIES DUPUN.GTHF CONS. RJCDON PHASE OF THIS PROIfCT.THF CONTRACTORW'I11 B9EHF.In RESPONSIBLE FOR ANY DAMAGES TO ADIACENTPROPERTIESOCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROILC I. J. 1Ht CON',mCrUK WILL BE RE5POIN515LLFON PKOVIDINU AND MRINT.NNNG TRAFFIC CONTROL DEVICES SUCH&SBARRICADES, WAKNING51GN5, DIKLCTIQNAL51GN5. ELAGMEN ANOLIUFII5 I DCONIXQL 1Ht MOVtMCN I OE'FKAIIHCWHERF NECESSARY. PLACEMENTOFTHESE DEVICES SHALL BE APPROVED 8Y7IfErNG1NECRPRIORTONACEMENT.TRAFFIC Y.DNTROL DTVIC.FS SIIALL BE Architectural /j+yam F)yy' /}'� /1 Al Ni LDBYIHLLNUINLLNVRIURrUPLACLMLNr. i RAF FIC CONTROL DEVICES SHALLCONFORMTOTHEAPPROPRIATLMiNNE501A DLFA.RTMLNFI OI RANSPORIA 1-5IANDA-5. / \■ c, ■ite `jtural 4. IN ACCORDANCE WITH GFNERAI IYACCFPTFD-N5TRI!CTION PRACTICES, TI IF CONTRACTOR WILL BE SOLELY AND CY]MPL FTELY-RESPONSIFIL F FOR CO NDNTIONS ON T}IF JOE SRF• INCI UDINC SAFETY OFAI I PERSONS AND PFZnPFRTY DIANC THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. S. TAP DUPYOFTHEENC.INFFROFTHE nFVFIOPFRTOCONnL1CTCONSTRIA7T1ONREVIEW OFTHE CONTRACTORS PFRFORMANCFISNOT INTFNnFDTOINCIUrFREVIEW OFTH.FADEQUACYOFTHFCONTRACTORSSAFTTY.N:EASURESIN, DRNEARTHECONSTRUCTIQNSITE. Group G. 13EF ORE BEGINNI NG CONSTRUCTION THE CONTRA LTOR SHALL INSTALL A TEMPORARY ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT 5H E- SAID ROCK ENTRANCE PAD SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION 01 TF IL PROI LC 1.5LL DL i AIL5 SI I[.ANN ON 5FSEE f CJ-2 ILIR TI If I'ITOIF.L,T PIANS ]. EXONIONAND5EDIMENTALONCONTROLMLA5URE55HALLBEESTABLISHEDAROUNDTHEENTIRESITEPERIMFTERANDINACCORDANCEW[THNPDESPERMITREQUIRLMLNTS,BESTMANAGEMENTPRACTICES,CITYREQUIRCMENTSANDTIIFDCTAIL551-IOWAONRUPEE<C-LOFTHEPROIFCTPI..ANS. Inca 8, ALI, ENTRANCES AND CONVECTIONS TOfiTYSTREEr SHALL BE PERFORMED PER THE REQUIREMENTS OFTHE CITY. THECONTRACTOR 544ALL BFRESPONSIRLE. FOR ALI. PF.RMITS ANn 110T39CATI-S AS RFFQL.I.RFn BY THE QTY -5- S- ADJ-F STREETS ANDALLEYSMUST HE BWEPT TO KEEP THEM FREE OF SEDIMENT. CONTRACTOR MUST -ME AND SWEfPA5 NEEDED OR WITHIN 24 Ho- Of NOTICE BY THE CITY. � %�,',T@� 1084 Stadng Sstrir"t 10. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCUR5 AND BLK-L a1TE5 ARE LEET IDLE FOR WEEKENDS AND HOLIDAYS. ®ULAR SWfFPINCSCTFDLLE MUST BE ESTABLISHED. \. y✓� St. Patna IYiGp,Y�e+sat1an JIJIIGfOO 11. ADJUST ALL EXISTING ETRUCTURES. BOTH PUB uCANM1DPRIVATE TOTHE PRCPOSEDGRADES WHERE OISTURBEDAND COMPLY WITH ALL REQUIREMENTS OFTHE UTILITY OWNERS. STRUCTURES BEING RESET TOPAVEL) AREAS ML:SIMEET OWNERS REQUIREMENTS FOR TRAFFIC \` t l.I5.Ir7�T79&B 12- DUS-USTBEADEgUATELYCONTRCLLED. fax 651-739-3165 13. SLL U I til IY PLAN I UR 51ORM 51AV R INI ORMA I ION. WARNING: F` THE SHALL .TORSHALL ITHALLUTIHLEFOR PAINIEGN L6TAININSTHFIR IXLSTINNW.RFFfS. l ' WATERFRONT 14- I XIS] IN I: f UPCH:RAH IY PRI3V InLD BY LULCKS ASSC]FIATES PARTIAL rUPOGPAPI-IEC: SURL'EY DATED 04fi4f14. THEY SNAIL COOPERATE WITH ALL UTILITY CO.MPANIFS IN MAINTAINING THEIR SFRMC l AND / I]K RELOCATION OF ONES. COMMONS p p t� [+ I5, SPOT ELEVATIONS REPRESENT HNI51-TEP SURFACE GRADES AT GUTTER LINE, FACE Of BUILDING, OR EDGE OF PAVEMENT UNLE551OTI1ERWISE NOTED. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6.1455 OJ02nT LEAST 46 HOURS INOIT CC)MNi U'•J III 16- SEF SITF PI AN FOR CLRR ANn RHUMINOUS TAPER I CTCATIONs- ADVANCErOk THELOCAVONs OFALL UN ItGROUNO WIRES, CABLES. CONDUITS. PIPES, MANHOLES. -Ve OR OIPIER BURIED SIRUCTORES BEFORE DICCINC, THE CONTRACTOR SHALL RWARI CR REPLACES p*, CALL BEFORE YOU (1111 1 FE ABUVE WHEN U-ID DURING CLWS IRUCNGN AT NU COST TO THE OWNER. �A• 1 Gopher State One Call F TWIN CITY AREA: 051-4`r -0902 _ l , j+E TELL FRE_: 1-500-zSz-066 �' 1� 06136 Y'• I. 1 -.TOEx. 662.111 _ - � � ��� $ >`.. `0E{1 IV V 11- " - � �f 52 tl SnONlM6 A 01 -AX 861.4,5 BIT. PATH _ - 063 I I 52.50 I u l} ` z _:l efi1.5❑ `9B3.e 0G}A� Y �1-- 664.416 Bbl.65 I�B63.bp'/ - Wz.90 861,20 9000 C�UANTRELLE AVE NE 7C; .$63.35HP OTSEGO, MN 55330 . 13LVI.Vu - Y, .8 36a10 63-60 I}`I lI}I` 6} 1 I I 852 U 3.50 1,3 860.50 O ft6]E _ fi .SOV _ _ I Nin 43.20 1, '"� '�Sff t.a%6 Bb r 64,00 c Pf 5 j 6-11 � 4,Sn B64A0 8-R0 _ _ - EI S� � I INSTALL EX. ybo,6 ' 63.40/ \ ', � I A GLIRR CLT ` .. `B64.On \ PEDESTRIAN 1 66 JU - 4 ARROW F. RAMPE�TY'P] 1 •.' o e5e.5n;� 42.]0 `y l •' ^ I I 1 862.30 ! Y 1 L l 4 V Y Y B � 863.20 '' �, ala / � 663.60 SgF tl62.n0 4' T, ¢44.60 IiV �F :353.75 - ' G3.OB .h An 862.60 fi62SUITE 335 �.�,�' I I 66�.pp INS CURB cIlT 6zlae - �" 7265 IQRKWOC)D COURT N. &MMP WALK TO BE, '` . ATCH EX. EllKTO 4\ -� N 86 .3Q MATCH , ca oma. i FY WA �, , - �_ 661'.IB_ €62• Q B613H1.3 - MAPLE GROVE, MN 55369 B6f,7y Cl1 `\ , '�'Y 33 At fl a'� � tl62.S INSTALL ASSOCIATFS Bb 6d 5°' 065.. j15 Pr•L H Lad rm �s �d'1 3� - B° �y } ' tl61 6'3 I a+E� P L• 1 0 3 �.S � Hh3 I S1142.9La _/ SY�bs. `s�,.• �rvi uF EX HC. X `� ` 861,66 INSTALL - _ - 1 IhemLry witty Nalttaspka 'r LnerrePe4 awe CuftB CU Tam aAtlulY L3censT Prdez-,I rui IPry de�Me laws elne Sa4e eF M. sesta. 116 .. jIII 1 Todd PE 26383 T2 11 003 j - V a } 1 Lyme Na. oelr \ I � I e � 863 20 003.711. ,z'. PROJECT NUMBER; 14161 DATE: DEGEM6ER B, 2014 DRAWN 6Y: TRG B6s 40- I \ a .50. 864.03 1' ra-f0 EX. "N 4 1!`° CHECKED BY: l'WM "off HP esa.��`oB REVISIONS: N/A 064.29 EIC 864:n6 963.(10 \ I., L s'.ti y 663 30 6�HP aC 004.211 HPC / 0 2q 4U \ MATCH FX N3.1� f1 ' 1 R6a.ep� r i all f , cvR6 GRADING & DRAWAGE \ 643.46 PLAN EX. SEALS IN FEET 63-so / /` BENCHMARKS Elevations are based on Top Nut' Hydrant on east side of CIle Cl3wl Avenue, approxlmatley185 ft. fl. south of 90th Avenue as shown hereon. Elevation = 566.58 feet (NAVD 1988 datum) 061 COPY HPHT 2014 ROSA ARCHITECTURAL GROUP CONIRNROA SHALL RE— UTILITY PbR CALUHGFORL9CA1—GHIAL1.1-kls Mc.UT11.1'fl RELOC9d ON E LIN_ —1-11H .YLL UTILITY C�MPnNIi51A MAINTAINING THEIR SERVICE ANU i nx TwE rnNTpa['Tixi SHn.1. txm fwC f E.OYH£f[ STATE OTE GLL AT SS1454aW3 AY LE4ST 411 NGIIF CALL 111ME YOU 6101 Gopher State One Call ,gam TWIN CITY AREA: 651-454-01]02 TML FREE: I-800-252-IIs6 WARNING;: CONIRNROA SHALL RE— UTILITY PbR CALUHGFORL9CA1—GHIAL1.1-kls Mc.UT11.1'fl RELOC9d ON E LIN_ —1-11H .YLL UTILITY C�MPnNIi51A MAINTAINING THEIR SERVICE ANU i nx TwE rnNTpa['Tixi SHn.1. txm fwC f E.OYH£f[ STATE OTE GLL AT SS1454aW3 AY LE4ST 411 NGIIF Hydrant on east side of Quantrelle Avenue, approximetley'185 ft. south of 90th Avenue as shown hereon. Elevation = 866.58 feet (NAVD 1988 datum) Rosa Architectural Group Inc. 1084 5ter&V Street St. Pat{ kirmsota 55VS tek 651-739-7988 fax: 651-738-3165 WATERFRONT COMMONS III 3. ah 9000 QUANTRELLE AVE NE IOTSEGO, MN 55330 A ARROW SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 I n�myr rA,xeY � miaplan >po�ln�uan o1 raPOEI w.a preraml bym 1mle[mY llrtd euPmE`1NilnmlkEn Ism.aulru �a c,�:Wnal �,.Q�ee.��,<rel� conot Ne SS�I�e[a of Min nssola. Taefd W. McLouth - PE 20383 12-0�1a PROJECT NUMBER: 14161 DATE: UEOEMBER 8, 2014 DRAWN BY: TRG CHECKED BY: TWM REVISIONS: IN STORM WATER POLLUTION PREVENTION PLAN - SWPPP C3.2 V CDP1RIGHT W14 RC5A ARCHITECTURAL GROUP r J � J J J J J J J i J Hydrant on east side of Quantrelle Avenue, approximetley'185 ft. south of 90th Avenue as shown hereon. Elevation = 866.58 feet (NAVD 1988 datum) Rosa Architectural Group Inc. 1084 5ter&V Street St. Pat{ kirmsota 55VS tek 651-739-7988 fax: 651-738-3165 WATERFRONT COMMONS III 3. ah 9000 QUANTRELLE AVE NE IOTSEGO, MN 55330 A ARROW SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 I n�myr rA,xeY � miaplan >po�ln�uan o1 raPOEI w.a preraml bym 1mle[mY llrtd euPmE`1NilnmlkEn Ism.aulru �a c,�:Wnal �,.Q�ee.��,<rel� conot Ne SS�I�e[a of Min nssola. Taefd W. McLouth - PE 20383 12-0�1a PROJECT NUMBER: 14161 DATE: UEOEMBER 8, 2014 DRAWN BY: TRG CHECKED BY: TWM REVISIONS: IN STORM WATER POLLUTION PREVENTION PLAN - SWPPP C3.2 V CDP1RIGHT W14 RC5A ARCHITECTURAL GROUP r z� AOP-, IJE„v 5,.w otR65TEF1 fit SfrE DATE: INSPEF ,I VSAND MAINTENANCE, PERMANENTOPERATION AND MAINTENANCE AUREEMENIS, AND REQUIRED CALCLII-ATIT)NS FOR TFMPORARY. AND PRMAN ENT 5TORM, WATER SUITE 335 MANACEMENT SYSTE�v5. 1HESLKLCORDSMUSI HL KLTAINFD FORTHRF.F YEARSAFTER FILING CHECKED EY' ROCK ENTRANCE TO ASSOCIATES 14. SWPPP MINE RE AMENDED WHEN: SILT -CE DETAILCONSTRUCTION �EROSi-T SWPPP NOTES 1. THE NAI URE OF THIS PROIECTWILL CGNSDST OF CONSTRUCTING AN RETAIL BUILUINGWITH ASSOCIATED SURFACE PAVEMENTS, UTILITIES AND STORMWA ILK -N- 24. TEMPORARY 5011.STOC.KPII. FS MUST HAVE FFFFCTIVESEDIMINE CONTROLAND GN NOT BE 1. THE N]LNDIYSEQUENZINGOF MAIORCON5TRl1CT ON hCTIVRIES ARI AS FOLLOYVS: PLACED IN SLUR€ACE WATCR5 ORSTbRM WATER ODNVFYANtF SYSTEMS.TEMPORARY STOCKY ILLS WI I HOUI SIGNIFICANT AMOUNT OF SILT, CLAY. OR OROANIC CO.MPOLJNDS ARE i. INS 1A1 I vFHiCI ETRACKING OMP EXEPMT EIC CLEAN AGGREGATE STOCK PILES. DEMOLITION CONCRETESTOCITHIS. SAMU E. INSIAI SII T FENCE AROGN D SITE 51OCKI'ILkS. 3. INSTALL PROTECTIVLFLNCLARUUNUINHLTRATIO AREAS 4.. CI FAR AND GRUB STE 5. IT 5- 4 REMOVE FAVUMLN TS AND L i TTI. FLIES 7- CONSTRUfTSTORMWATERMANAGEMLNI BASTN5 R. INSTAL I. SII T FENCE AROUND BASINS B. ROUGH GRADE SITE 1D, d WORI CLEAN FILL FOR REPLACEMENT AND RAIANCE I 11. INSTALL UTLR[ES 12. INSTALL BULDING FOUNDATIONS 13. IN TALL NRB AND GUTTER 14. INSTALL PAVEMEN 15 AND WALKS 15. FINAL GRADESITE III REMOVE ACCUMULATED SEDIMENT FROM BASINS 17. CONSTRUCT INII T ILI KA ON BASIN IR. SEED AND MULCH 19. WHEN At L CONSTRUCTION ACTIVITY 15 CO.MPLL EAND TL ITE 15 STABILIZED, REMCNF..sII7 FFNCI AND RFSFfD ANY AREAS DISTURBED BY THE REMOVAL. 20. THE I OCATION OF AREAS NOT TO BE D151URBLD .MJSI BEIDENTIFIEDV,ITHFLAGS,STAKFS, SIGNS, SILT FENCE, EEC. BEFORE CONSTRUCTION BEGINS. 21. ALL DISTURBED GROUND I FFT TNAC IVE FOR FOURTEEN (14) OR MDRL DAYS SHALL BE STABILIZED OSEEDING OR SOOTING EQUIVALENT ABIFPRIOR IL SEPTEMBER. 151 DR KT MULCHING OR COVERING OR OTHER EgUIVAL[NT ,UNI RC1L MEASI:RF.. 22. ON 51.01FE53A OR GRFATFR MAINTAIN SHEET FLOW AND MINIMIZE -ILS ANDfOR CUI.I, IFS, SLOFL LLN4I CAN NOT BE GREATER THAN 7S FEET. UFNOT6 SLOPES GREATER THAN 3:1. ALL 3'1 SLO] TO BE 11ALLIZLD Wit T I I ROSIOIN CON I KULBLANKET - SLDIMLNI LADEN WATER MUST BE DI SCHIREED- A SFITIMFNTATION-IN WHENEVER POSSIBLE IF NOT 1`0551BLE IT .MU51 BE I RLAI LU WI H I HE APPROPRIATE BMP'5. 26, 50111DWASTF M LISTBEDJSPOSEDGFPROPERLYAND.NUSTCOMYLYWITHMFLA.DISF'OSAL RLC;UIREMUNFN, 27. EXTERNALWASHINCUICONSIRLKUONVEHRIES MUST BELIMITEDTOA DENIJEDAREAOFTHF SITE. RUNOFF ML35T BE PROPERLY C'ON TA"I.C. 2B. NO ENGIN, DCGRFh SFNG IS AT LOWED ON SITE. 29, THE OWNER WI IO SI(:NSTHF NPDES PFRMITAPPUCATION 5 A PERMITTEE AND I5 RESPONSIBLE FOR COMET IANCE WITH ALL TERMS AND CONDI T IONS 01 IIIEYtRMIL THF OPFRAIOK (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A. PERMITT FL FOR PAR 15 II.B.. PART I.L.IPART H R -F, PART V. PART IV AND APPLICABLE CONSTRUCTION ACTIVITY R gUIIREMENTS FOUND IN APPENDIX A, PART F. OF THE NPDES PERMIT AND LE IOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THL PLRMI I. 3u. TRMINATLONOFCOVFRA,F-PFRMITTFFiS]WGHINGTOTERMINATECOVERACEMUTESUBMITA NUI IC.L OI IL1-1,A,1-1YTOTHEMI-A-AI.LPERMITTFE.LS)MIDSTSURMITANOTWITHIN 30 DAYS AFTER ONE UR .MORE OF THE FOLLOYV INC CONDITIONS I FAVE RCCN MET: A. FINAL STABILIZATION, PER NPOFS FERMI I PARI IV,C- HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. R. TRANSFER OF OWNERSHIPAS DESCRIBED IN I HE PERMIT, Y5. INE I H_1'In NS 23. ALL STORM DRAINS ANO INLETS MUST RE PROTECTED UNTIL AT I. SOURCES OF POTENTIAL A. INITIAL INSPECI ION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS. DISCHARGE ARE STABIUnD_ RFQUIRFD. R, EXPOSEDSOILAREAS: ONCLLVLRY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVfR24 HOUR RAINPVENT. C. STABILIZED ARLAS: ONCE LVERY 3R DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OGCDRS OR PRIOR TO RESUMING CONSTRUCTION. E INSPECTION A YD MAIN I I.NANF-L RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THF NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND HML OF A(TION, NAMF OF PERSONIE) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDAI IONS FGR COR RECTI V E ACTION, DATE AND AMOCJNT OF RAINFALL E V ENTS GREATER THAN 0.5 INCHES IN A- HOUR PERIOD. 2'X3` SEDIMENT CONTROL HARRIER rrrrrl nvr�`navP1 NTR OF HL1R Ax emBLY r%fr OOY4 (FL.W d -TOP OF CURS BOX 1. FII. IHZ.-ELY h Ifrrrrr ..E,.,Ra N T3 FtI4H-cIL ON . uRBA N F IMODEI CG2 F11C.H-Fl Fxy HIC-DE V FABRIC 27" SEDIMENT CONTROL BARRIER RT POLYESTER 5LEEVE O` UlR A55FMtlLY z7" MAN ROASS EMBLV X CONTROL. ROAD DRAINS SEDIMENT X SCALE: NIA A l5. MINIMUM MAINTENANCE A. SILT FENCE FO HE REPAIRED, REPLACED, 5UPPLLMENTLO WFIEN NONFUNCTIONAL, OR 113 FULL; WITHIN 24 HOURS B. SLDIMLNI' IN DRA INET AND SEDIMENT REMOVED WHEN RFACHFS 1%2 STORAGE VOLUME. REMOVAL MU51 tlL xFLETE 1' CHIN S2 1 SOURS OE DISCOVERY. L.SEDIMENT REMOVED FRtDMSIIRFAFFlVATFRSI ITHINI7JSEVEN DAYS. D- CONSTRUCTION SITE E IT5INSPECILD. I LKLD SEDWEN I REMOVED WITH 21 LIOURS. E PROVIDE oCI-ES OI LKOyIUN INSPECTION RESVLT5T0 CITY ENGINEER FOR At I FVFNTS GREATER THAM_" IN 24 HOURS 11. 11 IFSWPPP, INCI DOING ALL CHANGESTO IT, AND IN-CTIONS AND MAIN IENANCE RV -R S MU51 HL KEPT AT THF SITE CURING CONSTRUCTION ACTIVITY BY THE PER.v,.-TEE 5) WHO HAVE OPERATIONAL CONI RUL V I' TIIL SITE. Rosa Architectural Group Inc. 1084 Sterling Street St Pad M mesota 55M tet 657-739-7988 fax: 651-739-3i65 WATERFRONT COMMONS III I-- 1- s 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 A ARROW I R. OWNER MUST KEEP RECORDS OI ALL PLRMU I RLOUIKCD FOR THE PROTECT, TH€SWPPP. ALL DATE: INSPEF ,I VSAND MAINTENANCE, PERMANENTOPERATION AND MAINTENANCE AUREEMENIS, AND REQUIRED CALCLII-ATIT)NS FOR TFMPORARY. AND PRMAN ENT 5TORM, WATER SUITE 335 MANACEMENT SYSTE�v5. 1HESLKLCORDSMUSI HL KLTAINFD FORTHRF.F YEARSAFTER FILING CHECKED EY' ROCK ENTRANCE TO 'I[ I/j�/ (� COURT 1"( 7265 KIRKWOOD COURT N. 14. SWPPP MINE RE AMENDED WHEN: /y �+ MAPLE GROVE, MN 55369 A- THERE IS A CHANGE 3N DESIGN, OPERATION, MAINIH ANE-L.WT: AH IFR OR SFASONAL SWPPP NOTES 1. THE NAI URE OF THIS PROIECTWILL CGNSDST OF CONSTRUCTING AN RETAIL BUILUINGWITH ASSOCIATED SURFACE PAVEMENTS, UTILITIES AND STORMWA ILK -N- 24. TEMPORARY 5011.STOC.KPII. FS MUST HAVE FFFFCTIVESEDIMINE CONTROLAND GN NOT BE 1. THE N]LNDIYSEQUENZINGOF MAIORCON5TRl1CT ON hCTIVRIES ARI AS FOLLOYVS: PLACED IN SLUR€ACE WATCR5 ORSTbRM WATER ODNVFYANtF SYSTEMS.TEMPORARY STOCKY ILLS WI I HOUI SIGNIFICANT AMOUNT OF SILT, CLAY. OR OROANIC CO.MPOLJNDS ARE i. INS 1A1 I vFHiCI ETRACKING OMP EXEPMT EIC CLEAN AGGREGATE STOCK PILES. DEMOLITION CONCRETESTOCITHIS. SAMU E. INSIAI SII T FENCE AROGN D SITE 51OCKI'ILkS. 3. INSTALL PROTECTIVLFLNCLARUUNUINHLTRATIO AREAS 4.. CI FAR AND GRUB STE 5. IT 5- 4 REMOVE FAVUMLN TS AND L i TTI. FLIES 7- CONSTRUfTSTORMWATERMANAGEMLNI BASTN5 R. INSTAL I. SII T FENCE AROUND BASINS B. ROUGH GRADE SITE 1D, d WORI CLEAN FILL FOR REPLACEMENT AND RAIANCE I 11. INSTALL UTLR[ES 12. INSTALL BULDING FOUNDATIONS 13. IN TALL NRB AND GUTTER 14. INSTALL PAVEMEN 15 AND WALKS 15. FINAL GRADESITE III REMOVE ACCUMULATED SEDIMENT FROM BASINS 17. CONSTRUCT INII T ILI KA ON BASIN IR. SEED AND MULCH 19. WHEN At L CONSTRUCTION ACTIVITY 15 CO.MPLL EAND TL ITE 15 STABILIZED, REMCNF..sII7 FFNCI AND RFSFfD ANY AREAS DISTURBED BY THE REMOVAL. 20. THE I OCATION OF AREAS NOT TO BE D151URBLD .MJSI BEIDENTIFIEDV,ITHFLAGS,STAKFS, SIGNS, SILT FENCE, EEC. BEFORE CONSTRUCTION BEGINS. 21. ALL DISTURBED GROUND I FFT TNAC IVE FOR FOURTEEN (14) OR MDRL DAYS SHALL BE STABILIZED OSEEDING OR SOOTING EQUIVALENT ABIFPRIOR IL SEPTEMBER. 151 DR KT MULCHING OR COVERING OR OTHER EgUIVAL[NT ,UNI RC1L MEASI:RF.. 22. ON 51.01FE53A OR GRFATFR MAINTAIN SHEET FLOW AND MINIMIZE -ILS ANDfOR CUI.I, IFS, SLOFL LLN4I CAN NOT BE GREATER THAN 7S FEET. UFNOT6 SLOPES GREATER THAN 3:1. ALL 3'1 SLO] TO BE 11ALLIZLD Wit T I I ROSIOIN CON I KULBLANKET - SLDIMLNI LADEN WATER MUST BE DI SCHIREED- A SFITIMFNTATION-IN WHENEVER POSSIBLE IF NOT 1`0551BLE IT .MU51 BE I RLAI LU WI H I HE APPROPRIATE BMP'5. 26, 50111DWASTF M LISTBEDJSPOSEDGFPROPERLYAND.NUSTCOMYLYWITHMFLA.DISF'OSAL RLC;UIREMUNFN, 27. EXTERNALWASHINCUICONSIRLKUONVEHRIES MUST BELIMITEDTOA DENIJEDAREAOFTHF SITE. RUNOFF ML35T BE PROPERLY C'ON TA"I.C. 2B. NO ENGIN, DCGRFh SFNG IS AT LOWED ON SITE. 29, THE OWNER WI IO SI(:NSTHF NPDES PFRMITAPPUCATION 5 A PERMITTEE AND I5 RESPONSIBLE FOR COMET IANCE WITH ALL TERMS AND CONDI T IONS 01 IIIEYtRMIL THF OPFRAIOK (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A. PERMITT FL FOR PAR 15 II.B.. PART I.L.IPART H R -F, PART V. PART IV AND APPLICABLE CONSTRUCTION ACTIVITY R gUIIREMENTS FOUND IN APPENDIX A, PART F. OF THE NPDES PERMIT AND LE IOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THL PLRMI I. 3u. TRMINATLONOFCOVFRA,F-PFRMITTFFiS]WGHINGTOTERMINATECOVERACEMUTESUBMITA NUI IC.L OI IL1-1,A,1-1YTOTHEMI-A-AI.LPERMITTFE.LS)MIDSTSURMITANOTWITHIN 30 DAYS AFTER ONE UR .MORE OF THE FOLLOYV INC CONDITIONS I FAVE RCCN MET: A. FINAL STABILIZATION, PER NPOFS FERMI I PARI IV,C- HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. R. TRANSFER OF OWNERSHIPAS DESCRIBED IN I HE PERMIT, Y5. INE I H_1'In NS 23. ALL STORM DRAINS ANO INLETS MUST RE PROTECTED UNTIL AT I. SOURCES OF POTENTIAL A. INITIAL INSPECI ION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS. DISCHARGE ARE STABIUnD_ RFQUIRFD. R, EXPOSEDSOILAREAS: ONCLLVLRY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVfR24 HOUR RAINPVENT. C. STABILIZED ARLAS: ONCE LVERY 3R DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OGCDRS OR PRIOR TO RESUMING CONSTRUCTION. E INSPECTION A YD MAIN I I.NANF-L RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THF NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND HML OF A(TION, NAMF OF PERSONIE) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDAI IONS FGR COR RECTI V E ACTION, DATE AND AMOCJNT OF RAINFALL E V ENTS GREATER THAN 0.5 INCHES IN A- HOUR PERIOD. 2'X3` SEDIMENT CONTROL HARRIER rrrrrl nvr�`navP1 NTR OF HL1R Ax emBLY r%fr OOY4 (FL.W d -TOP OF CURS BOX 1. FII. IHZ.-ELY h Ifrrrrr ..E,.,Ra N T3 FtI4H-cIL ON . uRBA N F IMODEI CG2 F11C.H-Fl Fxy HIC-DE V FABRIC 27" SEDIMENT CONTROL BARRIER RT POLYESTER 5LEEVE O` UlR A55FMtlLY z7" MAN ROASS EMBLV X CONTROL. ROAD DRAINS SEDIMENT X SCALE: NIA A l5. MINIMUM MAINTENANCE A. SILT FENCE FO HE REPAIRED, REPLACED, 5UPPLLMENTLO WFIEN NONFUNCTIONAL, OR 113 FULL; WITHIN 24 HOURS B. SLDIMLNI' IN DRA INET AND SEDIMENT REMOVED WHEN RFACHFS 1%2 STORAGE VOLUME. REMOVAL MU51 tlL xFLETE 1' CHIN S2 1 SOURS OE DISCOVERY. L.SEDIMENT REMOVED FRtDMSIIRFAFFlVATFRSI ITHINI7JSEVEN DAYS. D- CONSTRUCTION SITE E IT5INSPECILD. I LKLD SEDWEN I REMOVED WITH 21 LIOURS. E PROVIDE oCI-ES OI LKOyIUN INSPECTION RESVLT5T0 CITY ENGINEER FOR At I FVFNTS GREATER THAM_" IN 24 HOURS 11. 11 IFSWPPP, INCI DOING ALL CHANGESTO IT, AND IN-CTIONS AND MAIN IENANCE RV -R S MU51 HL KEPT AT THF SITE CURING CONSTRUCTION ACTIVITY BY THE PER.v,.-TEE 5) WHO HAVE OPERATIONAL CONI RUL V I' TIIL SITE. Rosa Architectural Group Inc. 1084 Sterling Street St Pad M mesota 55M tet 657-739-7988 fax: 651-739-3i65 WATERFRONT COMMONS III I-- 1- s 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 A ARROW I R. OWNER MUST KEEP RECORDS OI ALL PLRMU I RLOUIKCD FOR THE PROTECT, TH€SWPPP. ALL DATE: INSPEF ,I VSAND MAINTENANCE, PERMANENTOPERATION AND MAINTENANCE AUREEMENIS, AND REQUIRED CALCLII-ATIT)NS FOR TFMPORARY. AND PRMAN ENT 5TORM, WATER SUITE 335 MANACEMENT SYSTE�v5. 1HESLKLCORDSMUSI HL KLTAINFD FORTHRF.F YEARSAFTER FILING CHECKED EY' NPDF5NOTICEOFTERMINATI.ON. 'I[ I/j�/ (� COURT 1"( 7265 KIRKWOOD COURT N. 14. SWPPP MINE RE AMENDED WHEN: /y �+ MAPLE GROVE, MN 55369 A- THERE IS A CHANGE 3N DESIGN, OPERATION, MAINIH ANE-L.WT: AH IFR OR SFASONAL -INDITILENS THAT FLlS A SIGNIFI CANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATL HAI 11 i SxTPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QLI.AI.ITY STAN DARn5. . C. THE B III IN U IE SWEEP ARE .NOT FONTROI I NG POI I UTANTS IN DISCHARGES OR 15 NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. E t1JJ 1. LJ COC ASSOCIATES C I ATS 14, CONCRETE WASHOUT AREA A. CCN I KAC I OR TO PROVIDE PREFABRICATD]CONCRITF WAST I- OUT CONTNNFR WITH RAIN PROTECTION PER PLAN- E, CVNCKEIE WASH-OUT TO BE IDENTIFIED WIEI 1510NAGF:STATING' MNCRETF WASHOUT AREA DO NO -111L. r�LM11.li C. UONCHLIEWASHOUT VAT -R NEEDS TO BE PUMPED WITHIN 74 HOURS OF ST,WOING sss WATER IN WASHOL.I AREA. 2B. IN THE EVENT OF ENCOUNTEKINC A WELL PK SPKINC VLIRING CVNSTRUCTI0NCON7RACTOR T El [EASE CONSTRUCTION ACTIVITY AND NOTIFY Er4GINE6R- 21, PIPLOULFETSMUSTBEFROVIDEDWITHTEWP.RARYORPFRMANFNTENFRCYDISSIPATION %VITHIN24HOUR5A11ERCONNLCIION IQA5URFACFWATEk, 22. FINAL. STABILIZATION FINAL SIASILIZA I ION REQUIRES THAT ALL SOIL. DISTURBING ACVTIVITIFS HAVE PFFN COMPLETED AND THAT DISTURBED AREAS AnSTAHIULED By A UNIFORM PERENNIAL VEGETATIVE FOVFR WITH 70% OF THE EXPECTED FINAL DEN5ITY. AND THAI ALL FLKMANENT PAVEMENTS HAVE BEEN INSTALLED. ALI.I M•LSRARYR•1M55HALLBEREMOVm,DTFCHESSTABILIZF0,ANDSEDIMENI SHALL BE REMOVED I RUM PERMANFNTtJONVFYANCES AND SFDAFNTATION BA51N5 IN DROER TO RETURN THE POND TO DESIUN CAPACI IY. 23. RESPONSIBR.ETIES A THEOWNERMUST IULNTII'APEKSONWHOMVILI. OVEKSFTTHFSWPPPIMI'LEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAIN TEN'ANCE: CONTACT. Or?MPANY_ TBD PHONE: R- THE OWNLR MUS: TUINTTEII Y THF A PFRSCIN WHO WIH RE RE6POINLSIBLE FOR LONG TERM OPERATIONS AND.I NNANCL Of IHI PLKMANFNI S IOR.MWATE.R MANAGEMENT SYSTEM: CONTACT _. -.Y; TRE) PHONE 24. THE WATFRSHFD DISTRICT OR THE CITY MAY HAVE REQUIR€MENTE FOR INSPECTIONS OR AS -BUTT T DRAWINGS VTRIEYING PROPER CONSTRLICTIONOFTHE BMPS. Ineregtl 4lty nal misePlan alrea wF�.n�um aneene< prepare by me or un rW p I am a ILIy Urcnvtl Pwlaesenel Engineer uatler IRe Cava In tl.a Stas arRvr,nl.�nn- Tall W. M an Rla PE ao3Ba 1 znn.0 LI- Nn. Cele PROJECT NUMBER: 14161 DATE: DECEMBER B, 2014 DRAWN BY: TRG CHECKED EY' TWM REVISIONS: N/A STORM WATER POLLUTION PREVENTION NOTES $ DETAILS C3.3 9COPYRIGHT 2014 ROSA ARCHITECTURAL GROUP UTILITY PLAN NOTES i. ALL SANITARY SEYYER,STORM SFWFR ANH WA[IRMA" U I ILII T ES5HALL BE FURNISHED AND INSTALLED PER THE RFQL, IRFMFNTS OF THE.SPFCIEICATR]NS, THE CITY AND THE STANDARD UTILITIES SPECIFICATION OFTHE CITY ENGINEERS ASSCCIAI ION VI MINNESOTA(CEAM), 3013 EDITION. - l. SEE D ETAILSHEET AND THECONTRALT SPEC IFIL AII—S FOR SEELY PC U REIFY ULI ALS. 3. ALL CFUNNECHONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE RrQtji RFMrNTS Or TI IE CITY.TIIECITY DEPARTMENT CIE ENCINEEKING ANO BUILDING NSPE.CHQNS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR MANY WORK WITHIN THFLUI3.0 BIL,III'C1ItVAY,QRSVORKIMl'ACTINGPLJSLICUTILmES- 4, TI"F CC:NTRAITTOR 51 ALL NCTTFY GOPHER STATE ONE CALL Al 651454-0 U2 AT LEAST 45 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 5- THECONTRACTORSHAH. FIFLD AQJ.UST IWATERMAIN TO AVOID CONFLICIS WI IN SANITARY SEWER, STORMSEWER,ANDSERVICESASREQUIRED - 6. ALL SI REE I REPAIRS AND PA ICHING SHALL BE PERFORMED PER THE —2UIREMFNTSUF THF, CIIY, ALL IRM I IC CQN TKOL 511ALL BE PROVIDED BY THE CONTRACTOR AMC SHALL BE ESTABLISHED PER THE REQ U IREMENT5 OF THF MINNESOTA MANUAL OF UNIFORM TRAFFIC CON IIIUL DLVICLS ;MMU ICC: ANO THE CITY. THIS SHALL INCLUDE ALL SIGNACE, BARRICADES, R ASHFRS AND PLACGERS AS NL€CED. ALL- PUBLICSTREETSSHALLBEOPENTDTRAFFICATALLTIMES. NO ROAD 0C J— SUALI BC f ERMTTED WITHOUT THE FXPNE55ED AU IHORI IY QF OF THE CITY. 2- All UIILI IY PPL BLDDING SHALL BECOM-13 SANDOR FINE' GRANULAR MATERLAI PFRTHF REQUIREMENTSOFTHECITY. ALL COMPACTION SHALL RL PLRIORMLD PER THE REQUIREMENTS OFTHECEAM SPECIFICATION. 8. ADJUSTALL-IS ANGSTRUCTURFS.ROIHI'IIIHI(�ANI1 I-EIVAIL 10THE PROPOSED GRADES WHERE DISTURBEDANDCOMPIYWITHAII RFQ1 I I RFMFNTS OF THE UTILITY OWNERS. STRUCTURLS 13LING RLSLI TO PAVED AREAS MUST MEETOWNFRS RFCjIJIRFMF.FRi FOR TRAFFIC LOADING. 9. MAINTAIN R FEET OF COVER OVER ALL WATERMAINS AND SERV€CES, in PROPOSE© %PE MATERl ALS: STOR,MSWFR RC.P CUS555 VARIES WAI ER SERVICE DIP CLASS 53 6" DIAMETER SANITARY SERVICE PVC SDR 26 S-1— EI t'H FES -853.0 CB 100 - 48" DIA. 70'-12" RCP RIM -862.4 07.86% _, "Fire, _�r5�=s' 94'-12" RCP G 0.96% 101 - 2'x3' RIM -862.4 INV -859 4 93'- 8" PVC @ 1.0% ' l 1 WARP CURB AROUND ° MH&TIE �'- INTO RAMP.: glTl A1P 0 FEE - 864-50 CONNECT TO EX, 611 DIP WATERMAIN S" PVC SANITARY SERVICE INV -855.0 ADJUST RIM TO 862.6 CLEAN OUT CB AS NECESSARY REMOVE EX. STUB & BULKHEAD OPENINC 77'- 12" RCP 0 0.93% DALL REFoBE rov nim Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-000-252-1160 wnRNwc: THECA NTRACFORSHALLMRLFONVOUFORULINGFORLOUnON50FALL EXISfINGUTILITIES. THEY SHALL COOFERATE WITH ALL UHILL -YCIJM 11,5INMAINTAINING THERSERNCTAND)OR RELOCATION OF LINES. AFIIAN11 FOR 1"l LCT�.Ttlxls [ITA xEs,T'�.RI.E1, 11.111.71 'I'll MANHOLES, IED sl ul r-LIluI5,3VlIYtI U r. TI I ECTINTRACTDR H LLREPAiE—f— THE ABOVE WHEN DAMAGED DURING EYINSTRIICEIDN AT NO COSIT Til THE OWNER. j N FES ,INV -853:0 1I f� 901-1 .2 1. I;z-cr l CB 103 - 48" DIA. ADJUST RIM RIM -861.20 a� TO 862.2 INV -85$.20 1 y 35'- 12" RCP CONNECT TO o/ EX MH 0 (& 1.43% p�ye INV -858-01 CB 104 - 2'x3' I f ` RIM -861.20 INV -858.70 " CONSTRUCT CBMH 105 48" DIA. _ OVER EX- 15" RCP STORM SEWER RIM -861.5 INV -856.5 (FIELD VERIFY) CB 102 - 2'x3' RIM -862.05 ��' n INV -859.6 .t ./�`� /�� J \` O 20 40 NORTH ! ✓ SCALE IN FEET ti ✓ y BENCHMARKS y ✓ Elevations are hayedTop Nut 11 Hydrant on east side of Qlfe ` '\ � f Avenue, approximatle}1185ft. M. South of 90th Avenue as shown hereon. Elevation = 866.58 feet \ ' (NAVO 1988 datum) \ ' Rosa Architectural Group Inc. I 1084 Sterling Street St. Pau( ftnnesota 55119 talk 651-739-7988 tax 651-739-3185 WATERFRONT COMMONS III ,otil. 9000 QUANTRELLE AVE NE OTSEGO, MN 55330 A ARROW SUITE 335 7265 KIRKWOOD COURT N. MAPLE GROVE, MN 55369 INIEGILMS ASSOCIATES rN� n , Lanas��Nn� t '- a � a Em•I�rtna Rhanhy artily lhal ffbplan. ¢paranrall¢n ¢r mpok wa¢ preparca Dy me ep �nEn m% tlire¢t ¢upeNislort and PhY lam atluly Lirnnsed Aroleaaonal Erg�rx� aaer Ilia la..s oftM sraYa 111 I.rosoG, u Todd W '1. F -PE 20383 12-0 -14 PROJECT NUMBER: 14161 DATE: DECEMBER B, 2014 DRAWN BY: TRC CHECKED BY: TWM REVISIONS N/A UTX.rrY PLAN C4-1 0 CWPYRIGHT 2014 ROSA ARCHITECTURAL GROUP Preliminary Plat of, Otsego Waterfront East Fifth Addition NV*2023OW 25B,73 86-- r------------- — — — — — — — —W4 u0 4.5.- Jft— NIJ'224eW 7F4J0 .4 Ile IT 7A, 12 -4 -Ve ;94 I r%" I "r� � — r -f �"'1, �'� .�_�" .e .�. + � 44 - �' _—1 -� .�.,..�F! ,'e'r.�� r � r - C I — — — — — — — — — - sz 0 r--------- V D�LLC -20 "o L M17: ".DWIV E s ,F-4,7 _T ;wv 13 4 . . . . . . . . . . . . . . . . . . . . 'I _11 kk el % .21 _j I'D As tit z FA O 0 30 130 SCALE IN FLET 0 cEt,io,rEs 1/2 INCH x 14 INCH IRON MONUUMT -T, WA -F17 'ALS 17255" 0 U0,10I IRON M ENT FOLNO AI DEMOTES CHI FD X' FOUND 7 SURVEY LEGEND EXISTING CONDITIONS CATCH BASIN STORM SEWER STORM MANHOLE —SANITAR, SEWER 0 SANITARY MA14HCILE I —WA71ERviAli, LEGAL DESCRIPTION! EXISITKOZONING; 2 WRIER MANHOLE --UNDERGROUND ELEC-RIC OWctK.OhegoWateifyoritE�taw,rding�Ih,�,,,d,dpi,tth,m,f,WdghtC,u,4, Mi b.. 7—, CPUMI -0 HYDRANT —UNDERORCUNO C�I� 7W.Lh- fth: PRIOPOSEDNING X GATE VALVE —UNDERCRCUND TELEPHONE Zr., IPUO) M TELEPHONE PEDESTAL ---OVERHEAD UTILITY —CHAIN LINK FENCE recorded plat 0 POWER POLE VWrlqrd GrI,nIv. winnesnoo. 0 LIGHT POLE coNCRETE CURB BENCHM K2 — SIGN CONCRETE Tat"mnt on anslIno of Q,,ni-11, A,,n,,, ppr,,ImWIyI85 ft. or. an` .. Top i, " EII - A SPOT ELEVATION CONTOUR south 0901ir Steer as shown hereon. EII = 056.50 feet (NAVD 1988 dwm) M ELECTRIC TRANSFORMER M TE-EP11014E PEDESTAL CONIFEROUS TREE AREA$: LW1A 105.007 Sq.Ft. er 2,43 A.— n YARD LIGHT DECIDUOUS TREE L.ot2 99967 30 Ft 2 29 A- ^N TOP WALL ELEVATION Property A— - 20.584 Sq.Ft or 4.72 A- TC TOP OF CURB ELEVATION ASH MA MAPLE Pro ect Name:. Preliminary Plat Otsego Waterfront East Fifth Addition Otsego, Minnesota Arrow Companies 7365 Kirkwood C.I,id N. 5.it. 335 1,1apl. Gr.,., MIN 55369 72DO H Io L-- z 02014 CADL) QU311riCatiOn: Shed I ffl Prel i rn !nary Plat Otsego Waterffort East Fifth Addition Pro"eCF IW.: 14-161 I Sheol N., Sheet 1 of 1 OTSEGO WATERFRONT EAST FIFTH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Main Street Otsego Development. LLG a Minnesota limited liability company, fee owner, of the following described property situated in the County, of Vynght, Stale of Minnesota, to wit: Cullot K, Otsego Waterfront East according to the recorded plat thereof, Wright County, Minnesota, Together with: Lot 1, block 1 Otsego Waterfront Last Fourth Addition, according to the recorded plat thereof, Wright County, Minnesota. Has caused the sameto be surveyed and platted as OTSEGO WATERFRONT EAST FIFTH ADDITION. and does hereby dedicate to the public for public use forever the easements for drainage and utility purposes as shown on this plat_ In wetness whereof said a has caused these presents to be all by its prop—fficarthis day of , 201_ MAIN STREET OTSEGO DEVELOPMENT, LLC (Signature) (Printed Name €, Tna) State of County of This Tnstrumeni was acknowledged before me thisday or 201,,, by of Main Street Otsego Development, on behalf of the company. (Signature) (Panted Name) Notary Publiu County, My Carnmissian Expires January 31, 20 SURVEYORS CERTIFICATION I, Henry D Nelson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Li—need Land Surveyor in the State of Minnesota: that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that aft monuments depicted on this plat have been, or will be correctly set vrithin ane year; that of -star boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Solid. 3, as of the date of this cenffeats are shown and labeled on this plat; and all public ways are shown and labeled on this plat, Dated this _ day of , 201 Henry O Nelson, Licensed Land Surveyor Minnesota License No. 17255 Stale of Minnesota County of Hennepin The foregoing Surveyor's Cartiicale was saineWedged before me this day of 207_ by Henry D Nelson, Land Surveyor, Minnesota License No. 17255. (signature) (Printed Name) Notary Public Hennepin county, Minnesota My Commission Expires January 31, 2015 CITY COUNCIL, CITY OF OTSEGO. MINNESOTA This plat of OTSEGO WATERFRONT EAST FIFTH ADDITION was approved and accepted by the City Cauncil of the City of Oe -g., Minnesota, at a meeting thereof held this day of 201, and said plat is In compliance With the provisions of Minnesota Statutes, Section 505 03, Subd, 2. Mayor Deputy WRIGHT COUNTY SURVEYOR hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been mi and approved this day of , 201_. Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent tsxes on the land hereinbefore described on this part and transfer entered this day of 201_ Wright County Auditor WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Sectlon 505.021, Subd. 4, lazes payable for the year 201_ on the land hereinbefore described have been paid this day of 201_ Wright County Treasurer Deputy WRIGHT COUNTY RECORDER I hereby certify that this Instrument was filed in the office of the Courtly Recorder for record on this day of 201_ at o'clock M., and Was duly recorded in Cabinet No. Sleeve , as Documant No. Wright County Recorder SHEET I OF 2 SHEETS rl_ OTSEGO WATERFRONT EAST FIFTH ADDITION r-------� —1 '------------------------- I 1 ! i• �r'� i � . � `'+ WSJ i : ,. �— , At, ice'! : f o N'fllR 1 O 3 0 1 I Yi I , 5k'� I NU SCALL SEC i4, T1NP 127, RNG 23 1 INCI'I _ 3O I-ECI Y 41 GEARING ORIENTATION', THE S.QTHMFM UNE OF OUTLOT EGO WATFRFRNORTHNT BTI5 A IA'ESDTO U ED HEAR NORTH BB'3]'VB"WEST � r 1 `- ' I IwT�'nroa a xY�'s7 ,IZ62 I � 5 1 i �'_ A�r•3"� 1Q 1 e x - ,nm 9w1r urn 1 5 A. J' ALM 21 I I 1 5Y I I 8 I 1 l; Yy F 1 I I 1 I �I-A 'e6.p N�snn u .,, �37am3 wm In I 1 ! i• �r'� i � . � `'+ WSJ i : ,. �— , At, ice'! : f o Vicinity Map N'fllR 1 O 3 0 1 I Yi I , 5k'� I NU SCALL SEC i4, T1NP 127, RNG 23 1 INCI'I _ 3O I-ECI Y 41 GEARING ORIENTATION', THE S.QTHMFM UNE OF OUTLOT EGO WATFRFRNORTHNT BTI5 A IA'ESDTO U ED HEAR NORTH BB'3]'VB"WEST � �1 A. J' ALM Vicinity Map N'fllR 1 O 3 0 1 I Yi I , 5k'� I NU SCALL SEC i4, T1NP 127, RNG 23 O OENCTESI:INCH X 14 INCH IRON MONUMENT MARKED "-S 111- TH T J?SS'THAT WILL RE SET -THIN 1 YEAR OF RECDRDIN THIS PLAT. X DENOTES FOUND DRILLHOLE • DENOTES IRON MONUMENTFOUNO S4EET 2 OF 2 SHEIFTS N'fllR O 3 0 1 SCALE IN FEET 1 1 INCI'I _ 3O I-ECI Y 41 GEARING ORIENTATION', THE S.QTHMFM UNE OF OUTLOT EGO WATFRFRNORTHNT BTI5 A IA'ESDTO U ED HEAR NORTH BB'3]'VB"WEST � O OENCTESI:INCH X 14 INCH IRON MONUMENT MARKED "-S 111- TH T J?SS'THAT WILL RE SET -THIN 1 YEAR OF RECDRDIN THIS PLAT. X DENOTES FOUND DRILLHOLE • DENOTES IRON MONUMENTFOUNO S4EET 2 OF 2 SHEIFTS