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Item 3.2 WMG Parkview Retail 2ndITEM 3.2 TPC The Planning Company PLANNING REPORT TO: FROM: REPORT DATE: 60 -DAY DATE: RE: TPC FILE: BACKGROUND 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com Otsego Planning Commission D. Daniel Licht, AICP 14 June 2021 20 July 2021 Otsego — Parkview Retail 2nd Addition; Otsego Dental/Dunkin 101.02 WMG Development, LLC has submitted plans for development of Lot 1, Block 1, Parkview Retail 2"d Addition, which is located at the southwest corner of Parrish Avenue (CSAH 42) and 88th Street. The proposed development is a 5,409 square foot building with a medical office tenant and convenience food with drive through tenant. The proposed development requires site and building plan review and a conditional use permit for the convenience food use. A public hearing to consider the application has been noticed for the Planning Commission meeting on 21 June 2021. Exhibits: ■ Site Location Map ■ Architectural Elevations and Floor Plan dated 10 JUN 2021 (3 sheets) ■ Civil Plans dated 05/28/2021(18 sheets) ANALYSIS Use. The subject site is zoned B-3, General Business District. The proposed medical office use is a permitted use within the B-3 District. Permitted uses are subject to site and building plan review in accordance with Section 11-9-2 of the Zoning Ordinance. The proposed coffee shop is a convenience food restaurant that is allowed as a conditional use within the B-3 District subject to the performance standards set forth in Section 11-77-6.B of the Zoning Ordinance. 1 Consideration of the conditional use permit is to be based upon, but not limited, to the criteria established by Section 11-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject site is planned for commercial uses as part of the City's primary commercial node of development surrounding the TH 101/CSAH 39 interchange. The proposed use is an expansion of service and office uses for this area of the community consistent with the goals of 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. The proposed development is consistent with the plans approved for Parkview Retail as a general commercial area that will include retail, office, and service uses, and with the Parkview Grand apartments serving as a transitional land use to future residential development to the west and south. Direction Land Use Plan Zoning Map Existing Use North Commercial B-3 District Coborn's Undeveloped East Commercial B-3 District PUD District Bank of Elk River SuperTarget South Commercial B-3 District Undeveloped West Commercial R-7 District Parkview Grand 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 performance standards of the Zoning Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via Parrish Avenue (CSAH 42) designated as a minor arterial roadway by the Transportation Plan. Parrish Avenue (CSAH 42) has adequate capacity to accommodate traffic that will be generated by the proposed development. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. 2 Comment: The subject site is a platted lot within the East Sewer District. The City has adequate service capacity for development of the subject site. Hours. The applicant has not indicated hours of operation for the proposed coffee shop. Section 11-77-6.B of the Zoning Ordinance does not limit hours of operation, but these may be a condition of approval if the Planning Commission finds they are warranted to protect compatibility with surrounding uses. The area surrounding the subject site is planned as commercial with the adjacent Parkview Grand apartments approved as a transitional land use as part of the Parkview Retail development. We do not see a need to include a condition of approval limiting the hours of operation for the coffee shop use. Building Materials. The proposed building is oriented to face Parrish Avenue (CSAH 42) maximizing visibility for the tenants to traffic on the street with the highest volumes. Section 11-17-4.D.1 of the Zoning Ordinance requires the exterior finish of buildings within the B-3 District to be comprised of a minimum 65 percent Grade A materials, and not more than 35 percent Grade B or not more than 10 percent Grade C materials. The grade of materials is defined by Section 11-17-4.B of the Zoning Ordinance and Grade A materials consist of masonry materials generally, as well as glass walls and windows. The submitted building elevations do not specify materials, but illustrate the majority of the elevations to be finished with brick forms of several colors and large windows. There are alternate materials used in the forward set entrance section for the medical office and above the entrance to the coffee shop. A schedule specifying the exterior materials and the percentage area of the materials used on each elevation and the overall building will be required with application for a building permit to verify compliance with the exterior finish requirements of the Zoning Ordinance. Building Height. The proposed building is a single story structure with a height of 20 feet to the top of the parapet surrounding the flat roof and 27 feet to the top of the tower element at the northeast corner of the building. Buildings within the B-3 District are allowed to be up to three stories or 35 feet in height. The proposed building complies with the height limits of the B-3 District. Landscaping. The submitted plans include a landscape plan, which provides for clusters of plantings along Parkview Avenue and northeast corner of the subject site. The landscaping along Parkview Avenue includes ornamental trees, shrubs, and grasses to screen the rear of the building and parking area from view of the Parkview Grand apartments to the west of the subject site. We recommend that the landscape plan be revised to provide shade trees to be planted 50 feet on -center in the yards abutting 88th Street and Parrish Avenue (CSAH 42). The sizes of proposed plantings comply with the provisions of Section 11-19-2.B of the Zoning Ordinance. Section 5-2-3.C.2 of the City Code require installation of in -ground irrigation for the yards and planting areas within the subject site, which is indicated on the landscape plan. Lot Requirements. Section 11-77-7 of the Zoning Ordinance establishes lot requirements and setbacks for the B-3 District, shown in the table below. Setbacks for parking stalls and drive aisles are established by Section 11-21-5.13 of the Zoning Ordinance. The lot and proposed site plan comply with the applicable lot requirements and setbacks. Access. The subject site abuts Parrish Avenue (CSAH 42), 88th Street, and Parkview Avenue. Parrish Avenue (CSAH 42) is designed by the Transportation Plan as a minor arterial street and no direct lot access is allowed. The site plan proposes a driveway onto 88th Street and a driveway on to Parkview Avenue, which are both local commercial streets intended to provide access to adjacent properties. The proposed access to 88th Street is setback 85 feet from Parrish Avenue (CSAH 42) and 160 feet from Parkview Avenue in compliance with Section 11-21-6.A of the Zoning Ordinance. City staff is recommending that 88th Street between Parrish Avenue (CSAH 42) and Parkview Avenue be striped with two west bound lanes and one east bound lane. This will allow vehicles from Parrish Avenue (CSAH 42) to turn left into the site, allow vehicles continuing west on 88th Street to bypass the turning vehicles, and avoid stacking vehicles back to Parrish Avenue (CSAH 42). A striping plan for 88th Street is to be subject to approval of the City Engineer. The proposed access to Parkview Avenue is setback 170 feet from 88th Street and 20 feet from the south lot line, which complies with Section 11-21-6.A of the Zoning Ordinance Both driveways are to be 26 feet wide measured at the right-of-way line and are subject to approval of the City Engineer in accordance with Section 11-21-6.C.2 of the Zoning Ordinance. Off-street Parking. The table below calculates the number of off-street parking stalls required for the proposed uses in accordance with Section 11-21-9 of the Zoning Ordinance: Use Min. Lot Area Min. Lot Width Setbacks ROW Interior Parking ROW Interior Required 1.0ac. 200ft. 30ft. 10ft. 15ft. 5ft. Proposed 1.2ac. 200ft. 59ft. 83ft. 15ft. 5ft. Access. The subject site abuts Parrish Avenue (CSAH 42), 88th Street, and Parkview Avenue. Parrish Avenue (CSAH 42) is designed by the Transportation Plan as a minor arterial street and no direct lot access is allowed. The site plan proposes a driveway onto 88th Street and a driveway on to Parkview Avenue, which are both local commercial streets intended to provide access to adjacent properties. The proposed access to 88th Street is setback 85 feet from Parrish Avenue (CSAH 42) and 160 feet from Parkview Avenue in compliance with Section 11-21-6.A of the Zoning Ordinance. City staff is recommending that 88th Street between Parrish Avenue (CSAH 42) and Parkview Avenue be striped with two west bound lanes and one east bound lane. This will allow vehicles from Parrish Avenue (CSAH 42) to turn left into the site, allow vehicles continuing west on 88th Street to bypass the turning vehicles, and avoid stacking vehicles back to Parrish Avenue (CSAH 42). A striping plan for 88th Street is to be subject to approval of the City Engineer. The proposed access to Parkview Avenue is setback 170 feet from 88th Street and 20 feet from the south lot line, which complies with Section 11-21-6.A of the Zoning Ordinance Both driveways are to be 26 feet wide measured at the right-of-way line and are subject to approval of the City Engineer in accordance with Section 11-21-6.C.2 of the Zoning Ordinance. Off-street Parking. The table below calculates the number of off-street parking stalls required for the proposed uses in accordance with Section 11-21-9 of the Zoning Ordinance: Use Net Area Requirement Required Stalls Medical office 3,384sf. 1 stall/200sf. 17 Coffee 1,484sf. 1 stall/50sf. 30 Total 47 The site plan illustrates 62 off-street parking stalls, which exceeds the number required for the proposed uses within the principal building. There are two disability accessible stalls at the front of the building to meet ADA standards. The off-street parking stalls are designed as nine feet wide by 18 feet in depth with a two foot overhang available in front of each stall. The 0 parking stalls are accessed via 24 foot wide drive aisles. The parking area is shown to be surfaced with asphalt and surrounded by perimeter concrete curb. The dimensions of the off- street parking area comply with Section 11-21-7 of the Zoning Ordinance. The construction specifications for the off-street parking area are to be subject to review and approval of the City Engineer. Drive Through. The coffee shop use includes a drive through facility. The service window is located on the south elevation of the proposed building. A drive through lane extends west from the service window wrapping around the proposed building to the north. The drive through lane is 12 feet in width and provides stacking space for seven vehicles behind the service window. The design of the drive through lane is adequate to ensure that its operation will not interfere with circulation within the site or cause congestion on the public streets adjacent to the subject site. Sidewalks/Trails. There are existing sidewalks on the east side of Parkview Avenue and south side of 88th Street abutting the subject site. The site plan must be revised to provide for connection from the public sidewalks on Parkview Avenue and 88th Street to the interior sidewalks surrounding the building and to the future trail on Parrish Avenue (CSAH 42). The Parks System Master Plan designates construction of a trail on the west side of Parrish Avenue (CSAH 42) from 88th Street south. The submitted plans must be revised to provide for grading of the trail and the developer will be required to escrow funds for the construction of the trail along the east line of the subject site. The City will complete the trail construction between 88' Street and 871h Street at such time as Outlot A, Parkview Retail 2nd Addition and the north commercial lot of Parrish Meadows are developed. Exterior Lighting. Section 11-16-6 of the Zoning Ordinance establishes performance standards for exterior lighting. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures must be submitted with application for a building permit. All exterior light fixtures are to have a 90 degree horizontal cut-off and not cast more than 0.4 foot-candles of light at the property lines as required by Section 11-16-6.0 of the Zoning Ordinance Waste Storage. There is an enclosure for waste storage containers located at the southwest corner of the subject site. The waste storage container is setback more than 30 feet from Parkview Avenue. Plans for the construction of the enclosure must be submitted to verify compliance with Section 11-18-4.0 of the Zoning Ordinance, which requires a solid wall with minimum height of 6 feet and materials complementary of the principal building. Plans for the waste storage enclosure are to be subject to review and approval of the Zoning Administrator. Signs. Section 11-37-5.0 of the Zoning Ordinance allows the subject site one free standing sign not to exceed 100 square feet in area (each side) and 20 feet in height plus wall signs on two elevations facing public streets up to 15 percent of the wall area with individual signs not to exceed 100 square feet. 5 The submitted plans indicate a freestanding sign at the northeast corner of the subject site at the Parrish Avenue (CSAH 42) and 88th Street intersection. The proposed sign is to be a monument structure that is 40 square feet in area and 7.5 feet in height and complies with the allowances established by the Zoning Ordinance. The sign is shown to be setback a minimum of 10 feet from property lines as required by Section 11-37-3.13 of the Zoning Ordinance. The building elevation plans show one wall sign for the medical office and two wall signs for the coffee shop on the east elevation facing Parrish Avenue (CSAH 42), one sign on the north elevation for the medical office facing 88th Street, and one sign on the south elevation for the coffee shop. The sign on the south elevation does not face a public street and is not allowed by the Zoning Ordinance. The wall signs are ail within the 100 square feet allowed for individual signs. There will be a menu board and pre -order menu board for the drive through, two directional signs at the access to 88th Street, a direction sign at the access to Parkview Avenue, and additional directional signs for the coffee shop drive through. The Zoning Ordinance allows the additional directional signs provided they are limited to not more than 4 square feet in area. The additional signage affixed to the drive through complies with this standard. Additional information must be submitted regarding the area and height of the menu board signs and the directional signage at the site driveways to verify compliance with the Zoning Ordinance. A sign permit must be applied for by the sign contractor and approved by the Zoning Administrator prior to installation of signs upon the property. Grading. Plans for grading, erosion control, and storm water management have been submitted for the subject site. Stormwater is to be discharged to a regional storm basin to the south of the subject site within Outlot A, Parkview Retail 2nd Addition. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. Utilities. City sewer and water utilities have been extended to the subject site within the abutting public right-of-way. Connection of the proposed building to City utilities is to be subject to review and approval of the City Engineer. The developer will pay a Utility Connection Charge with the application for building permit for access to sewer and water utilities based on the tenant areas of the building and proposed uses. Performance Agreement. Section 11-9-7 of the Zoning Ordinance requires that the developer execute a Site Improvement Performance Agreement (SIPA) with the City to provide for construction of the project, completion of any public improvements, establishment of required securities, and payment of applicable fees. The City Attorney will draft a SIPA related to the proposed development, which is to be approved by resolution of the City Council, executed by the developer, and recorded with the property. 0 RECOMMENDATION The proposed development of Otsego Dental and Dunkin coffee shop is consistent with the land uses guided by the 2012 Comprehensive Plan and complies with the requirements of the Zoning Ordinance. Our office recommends approval of the site and building plans and conditional use permit as set forth below. POSSIBLE ACTIONS A. Motion to recommend approval of site and building plans and a conditional use permit for Lot 1, Block 1, Parkview Retail 2nd Addition, subject to the following conditions: 1. A schedule specifying the exterior materials and the percentage area of the materials used on each elevation and the overall building shall be submitted to verify compliance with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. The landscape plan shall be revised to provide shade trees to be planted 50 feet on -center in the yards abutting 88th Street and Parrish Avenue (CSAH 42), subject to review and approval of the Zoning Administrator. 3. The developer shall provide for striping of 88th Street between Parrish Avenue (CSAH 42) and Parkview Avenue with two west bound lanes and one east bound lane, subject to approval of the City Engineer. 4. The proposed accesses to Parkview Avenue and 88th Street and construction specifications for off-street parking areas shall be subject to review and approval of the City Engineer. 5. The submitted plans shall be revised to provide for construction of a trail from 88th Street to the south lot line along Parrish Avenue (CSAH 42); the developer shall grade for trail and escrow funds for the future construction; the plans for construction of the trail and amount of the cash escrow shall be subject to review and approval of the City Engineer. 6. An exterior lighting plan including photometric measurements of light intensity and indicating the type, location, and height of all exterior light fixtures shall be submitted and is subject to review and approval of the Zoning Administrator. Plans for the construction of the waste storage enclosure shall be submitted and are subject to review and approval of the Zoning Administrator for compliance with Section 11-18-4.0 of the Zoning Ordinance. 7 8. All signs shall comply with Section 37 of the Zoning Ordinance and require approval of a sign permit by the Zoning Administrator prior to placement upon the property. 9. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. 10. All utility plans are subject to review and approval of the City Engineer. 11. The developer shall enter into a Site Improvement Performance Agreement (SIPA) as drafted by the City Attorney and subject to approval of the City Council. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance. C. Motion to table. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map Overview Legend Roads — CSAHCL CTYCL P RIVATEC L — TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits ❑ c ❑ t Parcels Torrens �1'�— LOOR GENERAL DIMENSION PLAN NOTES REwRTLL=R8R8 CI-T1MMEOInR ivR All AnCH1 ,1—E 1 & ==Tl —UNE1. u�sxFDwNmlu[i�i.NU� FACE 1 MA ARE UNLE NP—N—Rw UN— Margaretta L. Terry Architect sR..t�brro arolRee W WNGDEVELOPMENT WMG SHELL BUILDING OTSEGO, MN Project NMmher 2117] Drain By Author Checked By Checker Data 10 JUN 2M1 Re'W— WALL TYPE LEGEND ❑veisuMwAURwxn1 orewRo 0 i�x`,osmu�AL v�6 sa wcNcrosux wnusaRo. DIMENSION FLOOR PLAN �� A1.1 4 �epeaAe¢ae« EAST ELEVATION E. f r Margaretta L. Terry Architect Pm ed IV WMGDEVELOPNlENT WMG SHELL BUILDING OTSEGO,MN P,.J.d Number 21173 D".— By Author Checked By Checker wt. 1.N 2021 Rey I— COLORED ELEVATIONS A4.3 ,.�Q-Apq ..a epAxoa Margaretta L. Terry a� Architect T.o.,naa� es< se..�a.x.wo _ RfRB_.I1 YY V WMCDE\/ELOPPIENT WMG SHELL BUILDING OTSEGO,MN Pr.le.l Number 21173 D, ey path., Che.ketl By Checker Date 10 JUN 2021 Revisions D.w.o COLORED ELEVATIONS n NORTH ELEVATION " '� A4.4 UTILITY CONTACTS ELECTRIC ELK RIVER MUNI. UTILITIES CONTACT: TOM GEISER PHONE: 765-635-1351 GAS CENTERPOINTE ENERGY CONTACT: SHELLY HOUDE PHONE: 763-785-4528 WATER AND SEWER CITY OF OTSEGO WATER AND WASTEWATER UTILITIES CONTACT: KURT NEIDERMEIER PHONE: 763-4584219 TELEPHONE SPECTRUM CONTACT: CUSTOMER SERVICE PHONE: 833-780-1880 POST OFFICE COMPANY CONTACT: XXXXXX? PHONE: XXX -XXX -X.)= ABBREVIATIONS @ AT CL CENTERLINE R PROPERTY LINE 0 DIAMETER EXISTING CONDITIONS APPROXIMATE BC BOTTOM OF CURB BLDG BUILDING BTM BOTTOM CO CLEANOUT E EAST ELEV ELEVATION F FLUSH FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FES FLARED END SECTION FM FORCEMAIN FT FOOT HDPE HIGH-DENSITY POLYETHYLENE IE INVERTELEVATION N INCH LF LINEARFEET MEFG MATCH EXISTING FINISHED GRADE MH MANHOLE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTH OC ON CENTER PVC POLYVINYLCHLORIDE R RADIUS s SLOPE/SOUTH SS SANITARY SEWER S/W SIDEWALK TC TOP OF CURB TYP TYPICAL UNO UNLESS NOTED OTHERWISE W WEST WQV WATER QUALITY VOLUME WSE WATER SURFACE ELEVATION WT WATER N IF THIS SHEET DOES NOT MEASURE 22"04", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. 5,409 SQUARE FOOT - SINGLE STORY DENTAL OFFICE OTSEGO DENTAL OFFICE & RESTAURANT SW CORNER OF 88TH ST. AND PARRISH AVE. OTSEGO, MN 55330 PART OF PARCEL 118341000020 � R m E - 4.�N County Rd 39 NE County Rd 39 NE County Rd 39 NE County Rd 39 NE County Rd 39 NE Y $ b NOW dit E! NF. IBV.SNE s _ encs: xE - z 1. NE i m � m ms�N, e6msiNE.. esm r•I rs VICINITY MAP NTS DESIGN CONTACTS SURVEYOR: NORTHWESTERN SURVEYING AND ENGINEERING INC. 20980 ROGERS DR. ROGERS, MN, 55374 CONTACT: KALEB J KADELBACH PHONE: 763-515-6040 CIVIL ENGINEER: TARR GROUP, LLC 8650 E STATE RD 32 ZIONSVILLE, IN 46077 CONTACT: DYLAN TARR, PE PHONE: 317-572-8277 EMAIL: DYLAN@TARR-GROUP.COM LANDSCAPE ARCHITECT: TIM HUBER, PLA PHONE: 502-648-3803 EMAIL: TIM@TARR-GROUP.COM DEVELOPER: WMG DEVELOPMENT, LLC. PO BOX 768 EFFINGHAM, IL 62401 CONTACT: BRIAN SCHROCK PHONE: 314-537-4140 EMAIL: BSCHROCK@WMGDEVELOPMENT.COM DRAWING INDEX SHEET NO. SHEETTITLE C0.1 COVERSHEET C0.2 NOTES CIA EXISTING CONDITIONS C1.2 EROSION & SEDIMENT CONTROL PLAN C1.3 EROSION & SEDIMENT CONTROL NOTES C2.1 SITE LAYOUT PLAN C3.1 UTILITY PLAN C4.1 GRADING PLAN C4.2 DRAINAGE PLAN C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS C5.4 CIVIL DETAILS C5.5 CIVIL DETAILS C5.6 CIVIL DETAILS C5.7 CIVIL DETAILS L2.1 LANDSCAPE PLAN L6.1 LANDSCAPE NOTES & DETAILS PH2.1 PHOTOMETRIC PLAN [HER BYCERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ]AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE qE MINNESOT- SIGNATURE: /\ NAME: DYLAN TOD9 TARR OATE:06/01/21 LICENSENUMBER: 57526 qO o a oo o N16o o'zmI F J U) F N>wz N Z w Z O WN m w 1-- z Z � Q 0 U J W z �W/ J W CZ 0 Z U) }- W Ii0C00 IL_j0U O ; 3 "O Lu W F- 0 O Z N O U V O O N SELECTIVE DEMOLITION NOTES 1. THE DEMOLITION PLAN IS BASED ON EXISTING CONDITION SITE INFORMATION OBTAINED FROM THE OWNER. TARR GROUP HAS NOT FIELD VERIFIED EXISTING CONDITIONS. REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO BE FULLY FAMILIAR WITH THE EXTENT OF THE REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NECESSARY TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL BE DIRECTED TO TARR GROUP PRIOR TO DEMOLITION ACTIVITIES. 2 CAREFULLY PRESERVE AND MAINTAIN EXISTING BENCHMARKS, HORIZONTALIVERTICAL CONTROL MONUMENTS, PROPERTY LINE PIPES AND PINS AND OTHER REFERENCE POINTS. CONTRACTOR TO RESTORE OR REPLACE AT OWN EXPENSE. 3. ONSITE BLASTING AND BURNING IS NOT ALLOWED. EMPLOY JACK HAMMERING AND OTHER LOUD NOISES AND METHODS SPARINGLY AND ONLY DURING TIME PERIODS APPROVE BY OWNER. 4. CONTRACTOR SHALL ARRANGE FOR DISPOSITION OF REMOVAL ITEMS IN ACCORDANCE WITH LOCAL REQUIREMENTS. LOCATION OF DUMP, LENGTH OF HAUL, AND DISPOSAL EXPENSES ARE CONTRACTOR'S RESPONSIBILITY. S. MATERIALS ENCOUNTERED THAT ARE SUSPECTED OF CONTAINING HAZARDOUS MATERIALS SHALL NOT BE DISTURBED. CONTACT CIVIL ENGINEER OR OWNER IMMEDIATELY. CONTA NERS AND STORED INA 6 SALVAGED TENTS ARE TO BE CLEANED PACKED OR CRATED IN CLEARLY IDENTIFIED I I O PROTECT ITEMS FROM DAMAGE DURING TRANSPORT SECURE AREA UNTIL DELIVERED TO OWNER. CONTRACTORT R AND STORAGE 7. THE CONTRACTOR SHALL CONTACT OWNER TO ARRANGE THE STORAGE OF ANY REMOVED SIGNS, LIGHTING, OR OTHER OBJECTS THAT ARE IDENTIFIED ON THE PLAN AS BEING RETURNED TO OWNER. a. REFER TO THE CIVIL DRAWINGS FOR UTILITY DEMOLITION INFORMATION (IF APPLICABLE). 9. ALL EXISTINGPLANTS COS LA TS TO REMAIN ARE TO BE PROTECTED FROM DAMAGE BY CONSTRUCTION UCTION OPERATIONS. DO NOT R PARK WITHIN OPERATE EQUIPMENT, STORE, STOCKPILE, OR LINE OF PLANTS. REMOVE SOD OVER PROMINENT DRI ROOTS BY HAND TO MINIMIZE DAMAGE TO ROOT SYSTEM. CONTRACTOR IS RESPONSIBLE FOR HEALTH AND LIFE OF ALL PLANTS TO REMAIN OR BE RELOCATED THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD. 1D. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING IRRIGATION MAINLINE PRIOR TO DEMOLITION ACTIVITIES. IRRIGATION TO EXISTING LANDSCAPE AREAS SHALL BE PROTECTED AND MAINTAINED DURING CONSTRUCTION. 11. MINIMIZE DISTURBANCE IN CONSTRUCTION STAGING AREAS. REPLACEIRESTORE ALL LANDSCAPE, HARDSCAPE, IRRIGATION, LIGHTING, ETC. WHICH IS DISTURBED BY CONSTRUCTION. 12 CONTRACTOR TO CONDUCT SELECTIVE DEMOLITION AND DEBRIS -REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 13. CONTRACTOR TO PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTIONS REQUIRED RED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 14. CONTRACTOR SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ONSITE. CONTRACTOR TO REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 15. CONTRACTOR TO COMPLY WITH ALL APPLICABLE LAWS FOR MATERIALS TRANSPORTATION DURING ONSITE AND OFFSITE HAULING. T AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OF DUST DIRT, I 6 C ADJACENT STRUCTURES AND IMPROVEMENTS 1 LEAN AD OPERATIONS. RETURN ADJACENT AREAS TO EXISTING CONDITION BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 17. THE LIMITS OF WORK DESCRIBED IN THE DRAWINGS ARE APPROXIMATE. WORK REQUIRED OUTSIDE THESE LIMITS WHICH IS NEEDED TO MEET THE INTENT OF THE DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR. OUT AND PAVING NOTES 1. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK 2 ALL EXISTING STRUCTURES, CONCRETE PADSNVALKS/DRIVES AND UTILITY SERVICES ON THE SITE SHALL BE REMOVED TO FULL DEPTH PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO BEGINNING WORK 4. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL PERMITS AND PAY ALL FEES PRIOR TO BEGINNING WORK 5. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT, FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES AND IRRIGATION SLEEVES PRIOR TO INSTALLATION OF PAVEMENT. 6. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN, IN ACCORDANCE WITH THE SPECIFICATIONS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT OR STORE MATERIALS WITHIN THE DRIPLINES OF TREES OR OUTSIDE THE LIMIT OF GRADING. 7. CONCRETE WALKS AND PADS SHALL HAVE A BROOM FINISH WITH NO EXPOSED AGGREGATE ON ANY FACE. ALL STRENGTH W TH 5% N-1% CONCRETE TO BE MINIMUM 4,000 PSI COMPRESSIVEI ( ) AIR ENTRAINMENT. MD(TURES WITH WATERICEMENT RATIOS AT 0.5 OR BELOW ARE RECOMMENDED. CURB RAMPS, SIDEWALK SLOPES, AND DRIVEWAY RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL CURRENT LOCAL REQUIREMENTS. IF APPLICABLE, THE CONTRACTOR SHALL REQUEST INSPECTION OF SIDEWALK AND RAMP FORMS PRIOR TO PLACEMENT OF CONCRETE, NO FLY ASH PERMITTED. 8. CONSTRUCTION OF REINFORCED CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH ACI 330 STANDARD SPECIFICATIONS. CURING COMPOUND SHALL BE APPLIED TO ALL CONCRETE SURFACES IMMEDIATELY AFTER BROOM CONTRACTOR SHALL REJECT CONCRETE IF IT CANNOT BE PLACED WITHIN 90 MINUTES OF BATCH TIME OR WITHIN 75 MINUTES DURING SUMMER HIGH TEMPERATURE CONDITIONS. 9. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN RESULTING FROM NEW CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'S EXPENSE 10. DIMENSIONS ARE TO THE FACE OF CURB, EXPOSED FACE OF WALL, EDGE OF CONCRETE OR TO THE FACE OF BUILDING, UNLESS OTHERWISE NOTED. 11. SCREENED ITEMS INDICATE A PRE -CONSTRUCTION TOPOGRAPHIC SURVEY PROVIDED BY NORTHWESTERN SURVEYING & ENGINEERING, INC. (7635155040) DATED 12101/2020. 12. CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST 114 THE CONCRETE THICKNESS, AND SHALL DIVIDE CONCRETE ROUGHLY INTO SQUARES WITH MAXIMUM 10' SEGMENTS. JOINTS CAN BE SAWCUT, FORMED, OR TOOLED. 13. MAINTAIN ONE SET OF MARKED -UP AS -BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE ENGINEER UPON COMPLETION. 14. CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY FOR COMPLETED SITE CONSULT ENGINEER FOR SPECIFIC REQUIREMENTS. 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING POSTAL DELIVERY METHOD WITH THE LOCAL JURISDICTION. IF A PHYSICAL MAILBOX IS REQUIRED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PURCHASE, LOCATION PLACEMENT, AND INSTALLATION. 16. ALL PAVEMENT MARKINGS, SIGNAGE, AND TRAFFIC CONTROL SHALL CONFORM TO THE LOCAL DEPARTMENT OF TRANSPORTATION AND THE MUTCD STANDARDS, CURRENT EDITION, UNLESS NOTED OTHERWISE 17. ALL CURBING CURB TO BE PAINTED YELLOW WHERE LESS THAN 6' (TYP) 18. IF PAVEMENT IS CONCRETE, ADD 4' WIDE SAFETY YELLOW STRIPE AT EDGE OF ALL SIDEWALK BORDERING PAVEMENT. GENERAL UTILITY NOTES 1. WATER AND SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES AND SPECIFICATIONS. 2 THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN PERMITS. 3. ALL EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE BASED ON BEST INFORMATION AVAILABLE ADDITIONAL UTILITIES MAY BE PRESENT. SHOULD UNCHARTED UTILITIES BE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR INSTRUCTIONS. 4. THE CONTRACTOR SHALL NOTIFY THE STATE ONE -CALL SYSTEM AT (811) AT LEAST THREE WORKING DAYS PRIOR TO ANY EXCAVATION AND/OR DEMOLITION. S. MAINTAIN 10.FOOT HORIZONTAL AND 24 -INCH VERTICAL SEPARATIONS BETWEEN SANITARY SEWER AND WATER SUPPLY LINES. 6. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES WITHIN 14 DAYS OF MOBILIZATION. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION FOR ALL UTIUTY LINES SO THAT WATER LINES AND UNDERGROUND ELECTRIC DO NOT CONFLICT WITH SANITARY SEWERS OR STORM INSTALL UTILITIES PRIOR TO FINAL PAVEMENT CONSTRUCTION. B. BACKFILL UTILITY TRENCHES UNDER PAVEMENT AREAS WITH CRUSHED STONE OR GRAVEL BACKFILL UTILITY TRENCHES IN LAWN AREAS WITH SATISFACTORY FILL MATERIAL COMPACTED TO AT LEAST 95% OF MAXIMUM PER ASTM D698. 9. ADJUST ALL EXISTING CASTINGS TO MATCH PROPOSED FINISH GRADE. 10. ALL SANITARY SEWER PIPE SHALL BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE 11. WATER SERVICE PIPE SHALL BE SDR21 PVC PRESSURE RATING 200 PSI. 12. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) AS WELL AS PROVIDING ALL INFRASTRUCTURE REQUIRED BY UTILITY COMPANY. 13. SANITARY SEWER CLEANOUT LIDS SHALL BE HEAVY-DUTY RATED WHEN LOCATED IN PAVEMENT AND WHEN ACCESSIBLE BY VEHICLE, AND MEDIUM -DUTY RATED WHEN IN LANDSCAPED AREAS. 14. CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY FOR COMPLETED UTILITIES. CONSULT ENGINEER FOR SPECIFIC REQUIREMENTS. TOP OF PIPE ELEVATIONS WILL BE REQUIRED FOR WATER AND SEWER AT ALL BENDS, APPURTENANCES, FITTINGS, ETC. FOR AS -BUILT SURVEY. 15. CONTRACTOR SHALL FOLLOW TRACER WIRE STANDARDS PER OTSEGO, MN ENGINEERING STANDARDS. MANUAL IF THIS SHEET DOES NOT MEASURE 27Sx3l% IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. I. CONSTRUCT TEMPORARY EROSION CONTROL AS SHOWN ON THE DRAWINGS PRIOR TO BEGINNING GRADING OPERATIONS L ALL LOCATIONS OF TEMPORARY EROSION CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DIRECTED BY THE ARCHITECT/ENGINEER. 3. PROVIDE TEMPORARY SEEDING AND MULCH ON STOCKPILES AND ALL OTHER AREAS OF THE SITE THAT WILL REMAIN UNDISTURBED FOR 14 DAYS OR MORE 1. SILT BARRIERS SHALL BE CLEANED OF ACCUMULATED SEDIMENT WHEN APPROXIMATELY 50% FILLED. 5. REPLACE DAMAGED AND WORN OUT SILT BARRIERS AS DIRECTED BY THE ENGINEER OR AS NECESSARY PER THE SWPPP NARRATIVE (IF APPLICABLE). 3. WHEN THE TEMPORARY EROSION CONTROL DEVICES ARE NO LONGER REQUIRED FOR THE INTENDED PURPOSE (IN THE ENGINEER'S OPINION), THEY SHALL BE REMOVED. T. ALL DRAINAGE STRUCTURES, PIPES WITHIN THE LIMITS OF CONSTRUCTION AND DETENTION PONDS SHALL HAVE SEDIMENT REMOVED PRIOR TO FINAL ACCEPTANCE 3. THE CONTRACTOR SHALL PROVIDE BARRICADES, FENCING, AND OTHER DEVICES TO KEEP UNAUTHORIZED PERSONNEL FROM THE PROJECT SITE AND WORK ZONES AND TO DIRECT TRAFFIC TO EXISTING PARKING AS NEEDED. D. STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER. SITE CONSTRUCTION PER MINNESOTA E SWPP TEMPLATE FOR SMALL CONSTRUCTION IT 10. CONTRACTOR TO FOLLOW THE P POLLUTION CONTROL AGENCY STANDARDS. 11. CONTRACTOR TO STORE BUILDING PRODUCTS AND LANDSCAPE MATERIALS IN A MANOR TO MINIMIZE EXPOSURE TO STORMWATER PER LOCAL AND STATE STANDARDS. 12. PESTICIDES, FERTILIZERS, AND TREATMENT CHEMICALS SHALL BE STORED IN ACCORDANCE WITH LOCAL AND STATE C STANDARDS WHICHEVER IS MORE STRINGENT. 13. HAZARDOUS MATERIALS SHALL BE DISPOSED OF VIA OSHA SAFETY STANDARDS AND LOCAL AND STATE DISPOSAL REQUIREMENTS WHICHEVER ARE MORE STRINGENT. 14. SOLID WASTE SHALL BE DISPOSED OF ATA REGULAR OCCURANCE AND SHALL NOT BE OVERBURDENED PER LOCAL AND STATE DISPOSAL REQUIREMENTS WHICHEVER ARE GREATER. 15. SANITARY WASTE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 16. CONCRETE WASHOUTS SHALL BE USED TO KEEP WASTE FROM CONTAMINATING LAND IN AREAS NOT MEANT TO HAVE CONCRETE. GRADING AND DRAINAGE NOTES REDISTRIBUTED OVER GRADED AREAS TO FROM ALL CUT AND FILL AREAS STOCKPILED AND R 1. TOPSOIL SHALL BE STRIPPED FR A MINIMUM DEPTH OF 6INCHES. MAKE STOCKPILES FREE DRAINING AND PROVIDE EROSION AND SEDIMENTATION CONTROLS AROUND STOCKPILES 2. SATISFACTORY TOPSOIL IS DEFINED AS SOIL BEING FREE OF SUBSOIL CLAY LUMPS, STONES, OTHER OBJECTS OVER 1 INCH IN DIAMETER, OR CONTAMINANTS. 3. ALL GRADED AREAS SHALL BE HAVE STABILIZATION APPLIED WITHIN 15 DAYS AFTER GRADING IS COMPLETED. 4. STABILIZED AREAS SHALL HAVE NO BARE SPOTS. 5. ALL SITE OPEN SPACE NOT OTHERWISE PAVED TO BE STABILIZED PER LANDSCAPE PLAN L2.1. 6. AFTER STRIPPING TOPSOIL PROOFROLL SUBGRADE WITH A LOADED DUMP TRUCK WITH A MINIMUM WEIGHT OF 16 TONS. 7. FINISH GRADE TOLERANCES ARE 0.10 FOOT ABOVE OR BELOW DESIGN ELEVATIONS. B. THE CONTRACTOR SHALL PROTECT ALL TREES DESIGNATE TO REMAIN. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE/STORE MATERIALS WITHIN DRIPLINES OF TREES. 9. TOP OF GRATE ELEVATIONS FOR CURB INLETS ARE GIVEN TO THE CENTER OF THE INLETS AT THE FACE OF CURB. THE GRATES SHALL SLOPE LONGITUDINALLY WITH THE PAVEMENT GRADE. ADJUST THE CASTING TO FALL ALONG THE CURB LINE. 10. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, PROTECT UTILITIES TO REMAIN, AND REPAIR CONTRACTOR -CAUSED DAMAGE ACCORDING TO LOCAL STANDARDS AT CONTRACTOR'S EXPENSE. 11. NOTIFY LOCAL UTILITY LOCATOR SERVICE OF INTENDED EXCAVATION/UTILITY TRENCHING OPERATIONS. SEE GENERAL UTIUTY NOTE #4 ON THIS SHEET FOR PHONE NUMBER. 12 IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK 13. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS. 14. SPOT ELEVATIONS AND CONTOURS REPRESENT PROPOSED FINISHED GRADE AND TOP OF FINISHED PAVEMENT. 15. CONTRACTORS SHALL VERIFY EXISTING ELEVATIONS AND INVERTS PRIOR TO BEGINNING WORK 16. EXCESS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE OWNER'S PROPERTY AT NO ADDITIONAL COST IN AL LEGAL MANNER. 17. CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF A DETAILED ENGINEERING GRADING DESIGN AND REFLECT THE PLANNED INTENT WITH REGARD TO DRAINAGE. SHOULD THE CONTRACTOR HAVE ANY QUESTION OF THIS INTENT OR ANY PROBLEMS WITH THE CONTINUITY OF GRADES, THE ENGINEER SHALL BE CONTACTED PRIOR TO BEGINNING WORK 18. ALL CURBS AND SIDEWALKS SHALL BE BACKFILLED FLUSH WITH TOPSOIL AND SEEDED AND MULCHED UNLESS OTHERWISE NOTED. 19. ALL PIPES UNDER PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED STONE ALL PIPES UNDER LAWN AREAS SHALL BE BACKFILLED WITH SATISFACTORY MATERIAL COMPACTED TO 95% OF MAXIMUM PER ASTM D69B. 20. SCREENED EXISTING CONDITIONS ITEMS INDICATE A PRE -CONSTRUCTION TOPOGRAPHIC SURVEY PROVIDED BY NORTHWESTERN SURVEYING & ENGINEERING, INC. (7635155040) DATED 12/01/2020. 21. MAXIMUM SLOPES IN ALL DIRECTIONS OF HANDICAP PARKING SPACES/AISLES SHALL NOT EXCEED 2% 22. EARTHWORK FILL SHALL INCLUDE STRIPPING TOPSOIL AND PLACING ENGINEERED FILL IN MAXIMUM &' LOOSE MATERIAL LIFTS AND COMPACTED TO MAXIMUM DRY DENSITY OF 98% OF STANDARD PROCTOR DENSITY (ASTM D698). 23. ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MIN 5 -FOOT PERFORATED LANDSCAPE PIPE STRAPPED TO A MIN 1Z%24"CONCRETE SPLASH BLOCK 24. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6 INCHES BELOW FINISHED FLOOR AT ALL NON PAVED AREAS. 25. ALL HDPE STORM PIPE SHALL BE ADS N-12 ST IS OR APPROVED EQUAL 26. STORM CLEANOUT LIDS SHALL BE HEAVY-DUTY RATED WHEN LOCATED IN PAVEMENT AND WHEN ACCESSIBLE BY VEHICLE, AND MEDIUM -DUTY RATED WHEN IN LANDSCAPED AREAS. 27. ALL SUBGRADE PREPARATION WITHIN THE CONSTRUCTION AREA SHALL BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY PARTNER ENGINEERING AND SCIENCE, INC. (800.419.4923) 01/25/2021 CONSTRUCTION CLOSE-OUT 1. MAINTAIN ONE SET OF MARKED -UP AS -BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE ENGINEER UPON COMPLETION. 2 ANY PLAN SUBSTITUTIONS THAT ARE NOT PREVIOUSLY APPROVED AND FOUND TO BE UNACCEPTABLE BY CIVIL ENGINEER & / OR LANDSCAPE ARCHITECT ARE TO BE RECONSTRUCTED AT CONTRACTOR'S EXPENSE 3. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK. 4. REPAIR OR REPLACE DAMAGE TO EXISTING FACILITIES (CURBS, PAVEMENT, UTILITIES, ETC.) DESIGNATED TO REMAIN, AT NO ADDITIONAL EXPENSE TO THE OWNER 5. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSES, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER, AS REQUIRED BY THE ENGINEER AND/OR LANDSCAPE ARCHITECT AT THE CONTRACTORS EXPENSE WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE ENGINEER AND/OR LANDSCAPE ARCHITECT, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS, OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR. 6. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENT SHALL BE REESTABLISHED BY A LICENSED SURVEYOR IN THE STATE OF THE PROJECT. 7. CONTRACTOR TO VERIFY UTILITY FINAL ACCEPTANCE PROCESS AND COORDINATE WITH THE APPROPRIATE PARTIES. THESE TASKS CAN INCLUDE, BUT ARE NOT LIMITED TO: 7.1. ASBUILTS 7.2. INSPECTIONS 7.3. TESTING 7.4. CLEANING 7.5. EASEMENT RECORDATION 7.6. OPERATIONS AND MAINTENANCE AGREEMENT B. CONTRACTOR TO VERIFY GRADING AND DRAINAGE FINAL ACCEPTANCE PROCESS AND COORDINATE WITH THE APPROPRIATE PARTIES. THESE TASKS CAN INCLUDE, BUT ARE NOT LIMITED TO: 8.1. ASBUILTS 8.2 INSPECTIONS 8.3. EASEMENT RECORDATION 8.4. OPERATIONS AND MAINTENANCE AGREEMENT 9. CONTRACTOR TO VERIFY LANDSCAPE FINAL ACCEPTANCE PROCESS AND COORDINATE WITH THE APPROPRIATE PARTIES. THESE TASKS CAN INCLUDE, BUT ARE NOT LIMITED TO: 9.1. ASBUILTS 9.2. INSPECTIONS 9.3. MATERIALS APPROVAL BY LANDSCAPE ARCHITECT. 9.4. PLANTING LOCATIONS IN REFERENCE TO AS -BUILT UTILITY LOCATIONS (NO TREE PLANTED WITH 10' OF ANY UTILITY LINES) NOTE TO CONTRACTOR: PLEASE INCLUDE THE PURCHASE AND INSTALLATION OF THE EXTERIOR LIGHTING PACKAGE AS SHOWN IN THE WMG PLANS FROM EITHER STANDARD ELECTRIC OR SPECIALTY LIGHTING IN THE BID PROPOSAL STANDARD ELECTRIC CONTACT. RYAN HUNT, LEED GREEN ASSOC 0:978-661-1884 C: 978-0D4-1333 EMAIL: RHUNT@STANDARDELECTRIC.COM DATUM INFO ABBREVIATIONS ELEVATIONS SHOWN REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). AT REFERENCE THE SURVEY ON THE EXISTING CONDITIONS SHEET, C1.1. rL CENTERUNE FLOOD MAP INFO PER F.LR.M. NO. 2707470002A, EFFECTIVE 09-30-1992, THE PROJECT SITE IS LOCATED IN ZONE X. SITE LIGHTING S T u LIGHTING GC I OSO CIT BIDS FOR ALL SHELL BUILDING LIGHTING & SITE LIGHTING FROM THE OWNERSHIP'S PREFERRED VENDORS ONLY. AWARD SHALL BEAT THE CONTRACTOR'S DISCRETION. THE CONTACTOR SHALL SUPPLY AND INSTALL THE EXTERIORLIGHTING O PACKAGE WHICH CONSISTS OF ALL LIGHTING SHOWN IN THE SHELL BUILDING PLANS AND CIVIL PLANS. CONTACT: RYAN HUNT 0:978-661-1884 C: 978404-1333 EMAIL: RHUNT@STANDARDELECTRIC.COM SITE DATA TABLE PROPERTY ZONED: B3 (GENERAL OFFICE) PROPERTY USE: RESTAURANT/MEDICAL OFFICE BUILDING SETBACKS. FRONT= 30' LEFT SIDE= 10 RIGHT SIDE = 30' REAR = 30' SITE AREA 51,836± S.F. =1.19* ACRES BUILDINGAREA 5,409 S.F. GROSS AREA ONE-STORY, MAX HEIGHT = 28'-U' MAX. FLOOR AREA/MAX. BUILDING COVERAGE: NIA PROVIDED BUILDING COVERAGE: 10.4% MIN. GREEN SPACEIOPEN SPACE AREA WA PROVIDED OPEN SPACE AREA: 23.5% MIN. LOT WIDTH: 200' ACTUAL LOT WIDTH: 200'± MIN. LOT SIZE: 1 ACRE ACTUAL LOT SIZE 1.19 ACRES EXISTING IMPERVIOUS AREA 0.00 ACRES = 0% EXISTING PERVIOUS AREA: 1.19 ACRES =100% PROPOSED IMPERVIOUS AREA 0.91 ACRES =76.5% PROPOSED PERVIOUS AREA 0.28ACRES=23.5% R 0 * APPROX ARCH BC BLDG BTM CO E ELEV F FES FM FT HDPE IE IN LF MEFG MH MNDOT MUTCD OC POC PVC R S SSw TC TYP UNO WIN WSE WT PROPERTY LINE DIAMETER APPROXIMATE APPROXIMATE ARCHITECTURE BOTTOM OF CURB BUILDING BOTTOM CLEANOUT EAST ELEVATION FLUSH FLARED END SECTION FORCEMAIN FOOT HIGH-DENSITY POLYETHYLENE INVERT ELEVATION INCH LINEAR FEET MATCH EXISTING FINISHED GRADE MANHOLE MINNESOTA DEPARTMENT OF TRANSPORTATION MANUALON UNIFORM TRAFFIC CONTROL DEVICES NORTH ON CENTER POINT OF CONNECTION POLYVINYL CHLORIDE RADIUS SLOPE/SOUTH SANITARY SEWER SIDEWALK TOP OF CURB TYPICAL UNLESS NOTED OTHERWISE WEST WATER QUALITY VOLUME WATER SURFACE ELEVATION WATER STRIPING LEGEND YELLOW PARKING CALCULATIONS PROPOSED AREA REQUIRED REQUIRED PROVIDED USE (SF) PARKING/UNIT SPACES SPACES DENTAL 3,691 11200 SF 19 34 OFFICE FIRE LANE SURFACES SHOULD BE CLEAN, DRY. STRIPING TO BE PAINTED RED, STRIPING- (INCLUDING 2 HC) ESTAURAN 1,718 1 / 70 SF 25 25 TOTAL CAR - 59 SPACES BICYCLE NIA - 0 PARKING STRIPING LEGEND YELLOW SURFACES SHOULD BE CLEAN, DRY AND METAL SURFACES FREE OF CURBING AND RUST. TWO COATS SHERWIN WILLIAMS- KEM4000 ACRYUC ALKYD BOLLARDS- ENAMEL SAFETY YELLOW B55Y300 PARKING LOT: STRIPING- SURFACES SHOULD BE CLEAN, DRY. TOP COATSHERWINWILLIAMS - PARKING LOT: PRO MAR TRAFFIC MARKING PAINT YELLOW TM5495 HANDICAP SURFACES SHOULD BE CLEAN, DRY. TOP COAT SHERWINWILLIAMS - STRIPING- PRO MAR TRAFFIC MARKING PAINT "H.C." BLUE AND WHITE. PARKING LOT: FIRE LANE SURFACES SHOULD BE CLEAN, DRY. STRIPING TO BE PAINTED RED, STRIPING- AND"FIRE LANE NO PARKING'TO BE PAINTED RED OR WHITE PARKING LOT: COORDINATE AND CONFIRM SPACING AND PAINT COLOR WITH CITY FIRE MARSHAL INSPECTOR, CALL XXXX AT XXX-XXX-XXXX 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TH E LAWS OFTHESTATE MINNESOT SIGNATURE: Imp O+ DYLAN TOD TARO R NAME. DATE: D6/O1/21 LICENSE NUMBER: ST526 20 O O nr R0 O o m O ¢coo K � ZZ N(D O� DL F J U) ~ 1 > W oo=Z g o N a 0 LU W h-' Z NQ W llL 06 LL1 U_ LL LL O J Q Z Lu I] �O V W () I- 0 Q I -- O U) J F- Lij -� LLI Z Z W _ Lu F- [1- (l CO D 0 00 0 Q U LLJ \ Z / Q L1J 2 (D L 5V a 0 S LU U) F' O ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: I PROJ, NO.: 20064 NOTES SHEET CO2 ITEMS -.0 R ESPONDING TO.,_SCHEDULE.,6-11SIGNIFICANT OBSERVATIO .5,,.�_ 12. HIGHWAY EASEMENTS IN FAVOR OF WRIGHT COUNTY, RECORDED AUGUST 30, 1989, �.l CONCRETE SI EWALK CROSSES KNOWN EASEMENT. OVER THE LOT LINE AS DOCUMENT NO. 461618 AND RECORDED SEPTEMBER 28, 1989, AS DOCUMENT I NO. 463107. (NOT PLOTTED. EASEMENTS WITHIN SH AW. RIGHT NOTE' OF/GF?)COUNTY HIGHWAY RIGHT -OFR -WAY PLAT NOYe RECORDEOR/APR/L 5. E THE PARCEL WITTIG IKN00 LINES THR L - 1989, AS DOCUMENT NO. 455231. I NOW EA FORMERLY I IJ. EASEMENT /N FAVOR OF AI/NNECASCO, INC., GATED OCTOBER 10, 1988, RECORDED COBORN REALTY COMPANY LP DECEMBER 6, 1988, IN MISCELLANEOUS BOOK 94, PACE 177, AS DOCUMENT RIG I PID: I78J TH ST. N 450995. (NOT PLOTTED, EASEMENT /S COMPLETELY WITHIN PARR/SH AVE NE. RIGHT 15700 88TH 5T. NE OF WAY) I4. CONDITIONS SET FORTH /N PUD -CUP AND PRELIMINARY PLAT APPROVAL APPROVED BY THE OTSEGO CRY COUNCIL JULY 22, 2019, RECORDED JULY 25. 2019. AS :Z:;'grmaxr f DOCUMENT NO. A1401184. (NOT PLOTTED, NOT SURVEY RELATED) 1S. CONDITIONS SET FORTH /N ZONING MAP AMENDMENT APPROVAL APPROVED BY THE v j N0.OTSEA140201CITY2(NOT PLOTTED. NOT SURVEY RELATED)UNSEL JULY 22, 2019, RECORDED M. GUST 5, 2019, AS DOCUMENT °^ ;''�" °>5, = --88TH STREET N. E. I ° m.(a2es.Au 16 16. DRAINAGE RD UTILITY EASEMENTS SET FORTH ON THE PLAT OF PARKVIEW RETAIL, t J iaia Aec,60-FOOT RIGHT OF WAY RECORDED MAY 19, 2020. AS DOCUMENT NO. A1426814. (PLOTTED AND SHOWN rt=ea t2[v.-ee>.ss, ` ^ BITUMINOUS SURFACE HEREON)1`1_ - '�89 37 47 E. LEGEND dF` SYMBOLS & AB EVIAITONS - - - - '- - - - - -1 s I ; 248.37 I w5= I p Y s>w I r c Gi -------------- TL9GH -- - - - -' p PowER POLE d7 AULT O sexrtARr N NaE `. �. II > -, I 5 r, 1 16 __ uweox ` a 0' f 16 96 46uGxT PoIE SIGN IAS Wne)!.-7. R=5.00 ' 1 ��, KTnE 9 cAs uEIER , I W I L=7,85, R=5.00 `a \ xeas.aa - !i I a S75.0 BEc Rrc uwxwE wAc POLE ry XANpGPPD) PMKINC <' : 's I d=89'58'19" �y IA=90'05'O6� $ f 135 8 ElElmerc MEraI Da WATER VALVE RENFD FNECTION Ps1 °im m ELECrRIC YMILi 4 TIRE HttIRAXT ®NNANNaLE6�`6 M SFORMER ® RAN6E FlAm � HYDPNTT SlpRu wPE I lir I _'_-_`_ I me a__ TRAN ® IELEPFKTNE uwxaf£ 0 )IRON (0.S I -'s- 11i 9 ExIRTxC£ I p4.� 0 $ POIMT GF AX8e>59 CCESS IElEPHaNE PEGESrAI Cx ROa a61llB SET 5/93' IRO 9 GIBfE e0x + 'N (EV s ® aW9N ->- ->- UNDERGROUpNED aWWAIaEP T� I I8 X9i aaa,MW_ VNOEGOO TV E _(N)lI ( T III I OVRHEAa s1aRuMINLET UNDO MUND GAS I''llI S5 1 1Jj I2� UNDERGRlull OUND SANITARY' SDVER LLI I IW - I I ° l� X969.19 ' I X33915 I VICINITY MAP - NOT TO SCALE 4 yei tFyMn�:a- 66s.9o., zmI \ eI NOW OR FORMERLY. LL BTARGET CORPORATION .Rurm PFD: 1/82190OIOIO ________' �rc 15800 877H Sr. NE NOW OR FORMERLY 1 I 3 PAFKVIEW GRAVID APPARTMENIS OF OTSEGO � �'� Q ^ z �O I 5 ' I _ y I A` W ; h 156 /18TH ST. HE I ^ N.2 I I / �`,� 1 I 'S 15687 88TH ST. HE 14 j II !' Neat AOlai AeY�p}K I t'iC 5 ;, rl ____________` - - - - -_ ------- LU - R` 1 Q 32 �, Y Y 111 1 _-F` sss -`i- 51 c AIN !1161 K I^ I b to X9vAA ,, �� I I � K I X-' I I II ; I J Ir g I X - aoaTs I I PROJECT REVISION RECORD s�------------------------- -- --- --� - - I DATE 44 DESCRIPTION DATE DESCRIPTION ` ------------------------ tH_fiLT<-sa99 I AELDWORK:UB/1212021 DRAFTED:422/21 CHECKED BY: TS FBBPG� fl4GB / I V�T, 1 '4L=216.74, R=340.00 ry lL i T FLOOD NOTE / / 8�-�✓/ $b ------ d 36'31'2 BYGRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN AN UNMAPPEDARE50F THE FLOOD < ti I > I %�0- 4 -� INSURANCE RATE MAP, NUMBER 20707A70002A. EFFECTIVE ON 9I3d1B02, PROPERTYISIN / �1 fl.!!fd' �, B ]S I --- -- 1 ZONEXANDISNOTINASPEGALFLOODWSARDREA.ASSHOWNONTHEFEMAWEBSITE �> 1 = 1 2WTTPJ/MSC.FEMA.GOV). NO FIELD SURVEYING WAS PERFORMED TO DETERMINE T115 °OI1 $ A, o4ah % i X869.19 I NRS 16 2Q='t I XeW.ia I UTILr Y NOTES / / 869= j 963 I ILII 75- > r UNDERGROUND UTILITIES -- - I (I GOPHER STATE ONE CALL " ,yb �9' ; �`-`-------=acs\ -' I I aucr °lame 2 WORKING DAYS O/ � I ` 1 XBe3b Xes1 I I 1 CALL 1-600-252-1166 (7011 FREE) fid• " ' -- s9_ --------------- UTILITY NOTIFICATIONCENTER OF ___a_____�� ___�>.____�i_uolE =N__ I MINNESOTA 1 i 'I ' N6949'12�f 75.1X1 THE LOCATION OF U77LMES SHOWN HEREON RE FROM OBSERVED N8949'12 E 248.82 _ - j j ; 37784 � EVIDENCE OF ABOVE GROUND APPURTENANCES AND GROUND MARKINGS. S69 -49'12'W THE SURVEYOR WAS PROVIDED WITH PARTIAL UNDERGROUND AS-BUILTS w I I III Xe6AN Xsas.ao FROM THE CITY OF OTSEGO WHICH WERE USED TO DETERMINE INVERTS 1 - FROM SURVEYED RIM ELEVATIONS - MANHOLES AND CATCH BASINS , WERE NOT ENTERED TO DETERMINE INVERTS. it SCALE 1 = 40' NOW OR FORMERLY: ONE CALL TICKET/ 210670950 UNDERGROUND UTILITY PLANS WERE KEVIN LEFEBVRE REQUESTED FROM THE RESPECTIVE UTILITY PROVIDERS AND PLOTTED PID: 118500221301 AS PROVIDED, 8585 PARISH AVE. HE 0' GROUND MARKINGS WERE OBSERVED AT TIME OF SURVEY AND THE LINES ARE PLOTTED AND SHOWN HEREON. 11 RECORD DESCRIPTION 11 LEGAL DESCRIPTION: OUTLOT B. PARKVIEW RETAIL WRIGHT COUNTY, MINNESOTA. THE LANDS SURVEYED, SHOWN AND DESCRIBED HEREON RE THE SAME LANDS AS DESCRIBED IN THE TITLE COMMITMENT PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, FILE NO. JOJ357, DATED DECEMBER 01, 2020. MISCELLANEOUS NOTES 1. PER TABLE A ITEM 2: CURRENTLY THERE HAS NOT BEEN AN ADDRESS PROVIDED AS THE LOT IS BRAND NEW. 2. PER TITLE A REM 4: PROPERTY CONTAINS 3.68 ACRES (161,042 SO. FT.) OF GROSS LAND AREA. 3.PER TABLE A REM 9: THERE ARE 0 STANDARD STRIPED PARKING SPACES, AND 0 HANDICAP PARKING SPACES, FOR A TOTAL OF 0 STRIPED PARKING SPACES WITHIN SUBJECT PROPERTY. 4. PER TABLE A REM 10(,): NO PARTY WALLS WERE OBSERVED WITH RESPECT TO ADJOINING PROPERT: 5. PER TABIF A RFM IJ- ADJOINING OWNERSHIP INFORMATION SHOWN HEREON WAS OBTAINED FROM TIRE WRICM COUNtt WEBSITE. OWNERSHIP INFORMATION 6 SUBJECT TO REVISION UPON RECEIPT OF A TITLE SEARCH BY A TIRE INSURANCE COMPANY. 6. PER TABLE A REM 16: TIRE SITE 15 NEW CONSTRUCTION SO THERE WAS SIGNIFICANT RECENT EARTH MOVING WORK, BUT AT THE TIME OF THE FIELD SURVEY THERE WAS NOT ANY EVIDENCE OF BUILDING CONSTRUCTION PRESENT. 7. PER TABLE A ITEM 17: WE ARE NOT AWARE OF ANY PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, BUT THIS IS NEW CONSTRUCTION SO THERE IS SIGNIFICANT EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OBSERVED AT THE TIME OF THE SURVEY. B. PROPERTY HAS PHYSICAL AND DIRECT ACCESS TO AND FROM PARRISH AVENUE NORTHEAST BEING DULY DEDICATED PUBLIC RIGHT-OF-WAY - THE ACCESS IS BY MEANS OF TWO CURB CUT DRIVE ENTRANCES. 9. BASED ON OBSERVED EVIDENCE ONLY, THE SITE DOES NOT CONTAIN ANY CEMETERIES OR BURIAL GROUNDS. 10. THE RECORD DESCRIPTIONS OF THE SUBJECT PROPERTY FORM A MATHEMATICALLY CLOSED FIGURE WITH NO GAPS, OR GORES. 11. THE BEARINGS ARE BASED ON THE WRIGHT COUNTY COORDINATE SYSTEM, NAO83(2011). 12. VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS, NAVOBB DATUM. ELEVATIONS WERE CHECKED TO THE MNOOT VERTICAL CONTROL POINT NAMED 'FIELD MNDT'. THE LOCAL BENCHMARK IS THE TOP NUT OF THE MOST SOUTHWESTERLY FIRE HYDRANT (SOUTHERLY POINT OF PARKVIEW AVE. NE), TOP NUT ELEV=87S74, AS SHOWN HEREON. 13. INVERT ELEVATIONS SHOWN HEREON WERE CALCULATED FROM AS-BUILTS PROVIDED BY THE CRY OF OTSEGO ENGINEERING DEPARTMENT (SEE UTILITY NOTES). ALTA NSPS LAND TITLE SURVEY for Otsego Dental Office NWSE Project No. 21313 88th Street 8 Parrish Ave. NE BASED UPON TITLE COMMITMENT NO. 303357 OF FIDELITY NATIONAL TITLE INSURANCE COMPANY BEARING AN EFFECTIVE DATE OF DEC. Of, 2010 @ 8:00 A.M. SuP,'Y'eS Cedi6aeaon To: XXXXXXXXXXXXX: Fidelity National Title Insurer.. Company. This is to certify that this map or plat and the survey on which it is based 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, 6a, 6b, 7a, 7bl, 8, 9, 103, 11, 13, 14, 16, and 17 of Table A thereof. The field wark was completed an 3/12/2021. Su yor's signature Kal- b J. Kadelbach 20980 Rogers Drive Suite 500 Rogers, MN 55374 (763) 515-6040 Surveyor License 1:57070 SHEEP 1 OF 1 LEGEND DESCRIPTION SYMBOL SEDIMENT FENCE SF UMRS OF DISTURBANCE: . . . . . . INLET PROTECTION: CONSTRUCTION ENTRANCE SOIL TYPE LIMITS: SANITARY SEWER MH RIM=86799 INV.(S)854.59 INV.(W)846.79 INV. (NE)846.74 —_ — — ——FLCs%CB ELEV=867.00-,I SANITARY SEWER MH RIM=867.34 INV (S)855.29 INV.(E)855.29 INV. (N)855.29 FL @CB ELEV. =866. SEE ADDITIONAL NOTES ON SHEET C0.2 CONSTRUCTION SCHEDULE ACTIVITY I WEEKS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 CLEARING & GRUBBING I X N IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. FL®CB ELEV.=867. �1 U Z i� s FL®CB s ELEV=86791 88TH STREET N. E. Lica i 80—FOOT RIGHT OF WAY LEV.=867.95 BITUMINOUS SURFACE 7 ( 8 �B 6B w y 51 d AS IS IN W III Irl � I - z U Q. Q W z s u-0 I I ` I y I Z F O Ll I O m y --LE—UE—U:—,E—",;;i lE uC— —.,— uC—tc-_UE—�E—uf ";- -K.�� I_ue—ue--uC—a ws-- .G.S�-W—VS—ds------¢V--fa--fay---WS -- --GAS— Gtt----6a5—GS V5�— fc r_______________ �y __ _ _ _O ____B_ ____--------- - _____ C w 69 -------------- 1 1 3 \y ------ 610 ---__— I _ I j 0 ss9 I I I I I � i � I I I I S I I E L OFFICE I 691s ROSS I �FE = 869. ' « I I I s I i 1 I o i RESTAURANT I �y W/DRIVE THRU I I 1,718 SF GROSS 1 a I FFE = 869.50' I I m 13 j S SOIL DATA x x x x x x 441 - ALMORA LOAM, 0 TO 2 PERCENT SLOPES x x x x x x 768 - MOSFORD SANDY LOAM, 0 TO 2 PERCENT SLOPES �1 FL®CB ELEV = W z W I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEN SIGNATURE: NAME DYLAN TOD9 TARR DATE:06/01/21 LICENSE NUMBER: S]526 O CND A O DLm< 0 F-LUNQ U > W z 2 wzo3 .0o � J W FDW Z O V) J I— I-1 Z LLI J W z 06 Z U) } W LLI C) a- Do � LLp0o0 LL Jp0 -1 ; f4I Nn NOTES: PLAN "SNOW" FENCE iCROSS-SECTION 1. USE TRENCHER (I.E. DITCH WHICH) TO CUTA 4"S" W X 18" D TRENCH ALONG DRIP LINE (LIMIT OF CLEARING) AND BACKFILL WITH SAND AND LIGHTLY COMPACT. 2. SPACE STAKES AT INTERVALS SUFFICIENT TO MAINTAIN ALL FENCING OUT OF DRIP LINE OR AS SHOWN BY ENGINEER (SET STAKES NO GREATER THAN 6 FEET ON CENTER-REBAR IS NOT TO BE USED FOR STAKES). 3. MAINTAIN FENCE BY REPAIRING AND/OR REPLACING DAMAGED FENCE. DO NOT REMOVE FENCING PRIOR TO LANDSCAPING OPERATIONS. 4. DO NOT STORE OR STACK MATERIALS, EQUIPMENT, OR VEHICLES WITHIN FENCED AREA. 5. FENCE SHALL BE ORANGE VINYL "SNOW FENCE" 5' HIGH MINIMUM. 6. ALL ROOTS 1"DIAMETER AND LARGER ENCOUNTERED BEYOND LIMITS OF TREE PROTECTION FENCE SHALL BE CLEAN CUT WITH SAWS OR LOPPERS. 7. PLACE WEATHER RESISTANT SIGN EVERY 50' ALONG THE BARRIER, WITH S" MINIMUM TEXT HEIGHTAND PROVIDE TEXT IN ENGLISH AND IN SPANISH. SIGN SHOULD READ "KEEP OUT TREE IROTECTION AREA". -- TREE PROTECTION MnDOT 2573 MACHINE SLICED OR — PREASSEMBLED MIN. 2 BOVE GROUND OPTION AS APPROVED BY THE CITY ENGINEER. 6"X6" EARTH FILL II FENCE MATERIAL 6" APRON 5' POSTS - 8' MAX. ON CENTER MINIMUM 2' PENETRATION REF. MnDOT 3886 SILT FENCE NO SCALE DRAIN INLET PIAN SEDIMENTTUBE CURBSIDE OPTION "B" PLAN OPENING BARRIER I 1 EXCESS MATERIAL TO BE DRAWN IN AND TIED OFF TO (IF APPLICABLE) 2x2 WOODEN STAKE 2x2 WOODEN STAKE, (TYP.) APPROVED Dec_ 12, 1990 �Jl_Ll— DIRECTOR OFFICE OF TECHNICAL SUPPORT SEDIMENT TUBE TO GRATE Z--- 0� REMOVALBAR __- GURB�' .URB - h r milli ■ - cATGH BASIN DUMP LOOPS v WIRE TIES. (TYP.) STORM GRATE STORM GRATE REMOVAL SEDIMENTTUBE ■ BAR TO REACH 3 FT DEPTH SEDIMENTTUBE CURB OPENING (IF APPLICABLE) DRAIN INLET PIAN SEDIMENTTUBE CURBSIDE OPTION "B" PLAN EXCESS MATERIALTO BE I 1 �I I 2x2 WOODEN STAKE CATCX APPROVED Dec_ 12, 1990 �Jl_Ll— DIRECTOR OFFICE OF TECHNICAL SUPPORT SEDIMENT TUBE TO GRATE Z--- 0� WITH RUBBER TIE DOWNS il REVISED l✓ DRAIN INLET SECTION CURBSIDE OPTION "A" PLAN CURBSIDE OPTION "B" PLAN EXCESS MATERIALTO BE 1"-2" WASHED ROCK DRAWNINANDTIED OFF TO CURB APPROVED 2x2 WOODEN STAKE SEDIMENTTUBE APPROVED Dec_ 12, 1990 �Jl_Ll— DIRECTOR OFFICE OF TECHNICAL SUPPORT SEDIMENT TUBE TO GRATE Z--- 0� WITH RUBBER TIE DOWNS il REVISED l✓ r milli ■ - cATGH BASIN rt � DD �} ■ �i ISOMETRIC CROSS-SECTION CURBSIDE SECTIONNOTES: CONTRACTOR MAY USE ANY OF THE FILTER BAG INLET PROTECTION FOLLOWING OR COMBINATION OF INLET 2 SEDIMENTTUBE INLET PROTECTION PROTECTIONS THROUGHOUT DIFFERENT PHASES OF CONSTRUCTION. INLET PROTECTION NTS I aq - t f 1�!IIII,I-------------- 0,4 ,� I II, 4 Z 11 I i( I i I r o HARD SURFACE PUBLIC ROAD o i GM z a m1roloo 6" MINIMUM I E 35 1"-2" WASHED ROCK a APPROVED -z z.=z STANDARD PLATE NO. APPROVED Dec_ 12, 1990 �Jl_Ll— DIRECTOR OFFICE OF TECHNICAL SUPPORT ROCK CONSTRUCTION ENTRANCE Z--- 0� NO SCALE S REVISED ■ milli ■ DEPTH CAN BE ACHIEVED BY STACKED BALES OR ■ PARTIALLY EXCAVATED ■ TO REACH 3 FT DEPTH CONCRETE BLOCKS 14NCH DIA. ROCK 14NCH DIA. ROCK PLACED AROUND PLACED AROUND PLACED AROUND THE AREA DRAIN AND TO THE TOP OF WIRE SCREEN CONCRETE BLOCKS METALSTAKES (TYP) Y WIRE SCREEN WIRE SCREEN HAVING 0.5 -INCH PLAN HAVING 0.5 -INCH PLAN OPENINGS OPENINGS PLACED SECURED TO METAL AROUND THE STAKES CONCRETE BLOCKS WIRE SCREEN CONCRETE BLOCKS WIRE SCREEN TO METAL STAKE (TYP) STACKED ONE OR PREVENT THE TWO LAYERS HIGH MOVEMENT OF ROCK OVERFLOW RUNOFF_ z CROSS-SECTION CROSS-SECTION 1. THESE BARRIERS SHOULD BE INSTALLED ONLY WHERE'SUMP' CONDITIONS EXIST IN ORDER TO MINIMIZE DIVERSION OF RUNOFF WATERS ONTO DOWNSTREAM STRUCTURES. 2. ROCK BARRIERS AROUND CONCRETE BLOCKS CAN BE INSTALLED ON PAVEMENT OR BARE GROUNI ROCK BARRIER INLET PROTECTION - t P= - 5 6" MINIMUM I E 35 1"-2" WASHED ROCK ■ APPROVED -z z.=z STANDARD PLATE NO. APPROVED Dec_ 12, 1990 �Jl_Ll— DIRECTOR OFFICE OF TECHNICAL SUPPORT ROCK CONSTRUCTION ENTRANCE Z--- 0� NO SCALE S REVISED N IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. STAKE STRAW BALE (TYP) (TYP) o EN o O ■ APPROVED CITY of �/�/■ O JJ �((V.//I NINNesoTw STANDARD PLATE NO. APPROVED Dec_ 12, 1990 �Jl_Ll— DIRECTOR OFFICE OF TECHNICAL SUPPORT ■ STAT[ OF MINNESOTA DEPARTMENT OF TRANSPORTATION TURF ESTABLISHMENT AREAS IAT PIPE CULVERT ENDS) SPECIFICATION REFERENCE z5,=_ STANDARD °'I PLATE-' o NO. u � 9102D" REVISED ■ N IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. STAKE STRAW BALE (TYP) (TYP) PLAN IMPERMEABLE SHEETING %" DIA. STEEL WIRE 1 STAPLE�L STAPLES (2 PER BALE) WOODEN OR BINDING METAL STAKES WIRE (2 PER BALE) STRAW BALEIMPERMEABLE 3 TYP (TYP) SHEETING SECTION A -A CONCRETE WASHOUT CONSTRUCTION SPECIFICATIONS: 1. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 0ONT DEEP. 2. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER USE 10 MIL OR THICKER, UV RESISTANT, IMPERMEABLE SHEETING FOR LINER. LINER SHALL BE FREE OF HOLES AND TEARS AND OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 3. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 4. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINE IF DAMAGED. EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75% FULL AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET VACUUM STORED LIQUIDS THAT MAY HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. CONCRETE WASHOUT STRUCTURE WITH STRAW BALES NTS I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE IAWS OFTXESTATE MINNESOT SIGNATURE: NAME DYLAN TOD9 TARR DATE: 118/01/21 LICENSE NUMBER: 57526 z O () 0 Lu U) J W Z Lu J W Z_ Lu F U_ LIJ � Z ~ Do D LLOCID O Li_jpU _j>< Q W = CvvO (1 WcIf 0 Q O 0��W 0 � LLJ O F- 0 ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: I PROJ. NO.: 20064 1 EROSION AND SEDIMENT CONTROL DETAILS C1.3 ■ 101 TYP ■ ■ ■ 10' TYP ■ NOTES: ■ DEPTH CAN BE ACHIEVED BY STACKED BALES OR ■ PARTIALLY EXCAVATED ■ TO REACH 3 FT DEPTH PLAN IMPERMEABLE SHEETING %" DIA. STEEL WIRE 1 STAPLE�L STAPLES (2 PER BALE) WOODEN OR BINDING METAL STAKES WIRE (2 PER BALE) STRAW BALEIMPERMEABLE 3 TYP (TYP) SHEETING SECTION A -A CONCRETE WASHOUT CONSTRUCTION SPECIFICATIONS: 1. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 0ONT DEEP. 2. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER USE 10 MIL OR THICKER, UV RESISTANT, IMPERMEABLE SHEETING FOR LINER. LINER SHALL BE FREE OF HOLES AND TEARS AND OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 3. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 4. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINE IF DAMAGED. EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75% FULL AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET VACUUM STORED LIQUIDS THAT MAY HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. CONCRETE WASHOUT STRUCTURE WITH STRAW BALES NTS I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE IAWS OFTXESTATE MINNESOT SIGNATURE: NAME DYLAN TOD9 TARR DATE: 118/01/21 LICENSE NUMBER: 57526 z O () 0 Lu U) J W Z Lu J W Z_ Lu F U_ LIJ � Z ~ Do D LLOCID O Li_jpU _j>< Q W = CvvO (1 WcIf 0 Q O 0��W 0 � LLJ O F- 0 ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: I PROJ. NO.: 20064 1 EROSION AND SEDIMENT CONTROL DETAILS C1.3 LEGEND PROPERTY LINE —-----_--- ROADWAY CENTERLINE — — -- — EASEMENT / SETBACK LINE O CONCRETE SIDEWALK/DUMPSTER PAD D HEAVY DUTY ASPHALT PAVING D EXISTING CONCRETE SIDEWALK BIKE RACK SIGN L=7.85, R=5.00 d=89'58'19" SEE NOTES ON SHEET COP .2 --------------- 1 6 CONCRETE CI cs.1 7036DAACCESS PRC C5.2 MP LLj � z NOW OR FORMERLY"' GRAND APPARTMENTS OF OTSEGO PID: 118344001010 15667 88TH ST. NE 3 z g a W F 19 N U C) O N IF THIS SHEET DOES NOT MEASURE 22"X34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. NOW OR FORMERLY." COBORN REALTY COMPANY LP PID: 11834 1 000030 15700 88TH ST. NE 1 - L=7.86, R=5.00 8 8 T H STREET N. E. 4=90'05'06" 80 -FOOT RIGHT OF WAY BITUMINOUS SURFACE ADAACCESS 7o3s777 RAMP 5.2 h REMOVE EXISTING SIDEWALK UNTIL �- T Rays PROPOSED GRADE N —s— ..:..:' ... - 1 9"3Y47'E a - CANMEETA STANDARDS AND a i 248.37 • REPLACE TYPICAL 6CONCRETE CURB "STOP" 6 CONCRETE CURB _- C5.1 -- R1-1SIGN 3--- __-- 15' PARKING SETBACK-- -- -- — �— — — ---I ---------------- I F 4 CONCRETE PROPOSED Q= R36T MONUMENT SIGN DETAILS PER SIGN '• BUILDING SETBACK --------a C5.1 SIDEWALK DI NAL SIGN----- ----------- PACKAGE --------- I Z I — _ IY VEHICLE HAZARD I I TBAR.. PROPOSE IRECTIONAL_ 83.5' SIGN u, I I ' ' S CONCRETE SIDEWALK I 24' 18' C5.1 HEADER 18' I PARALLEL 8 18 D 10 CCESSIBLE ADA RAMP 5.1 i I C5.1 ARKING LAYOUT mIz' DENTAL FICE I ; 15'PA I G SETBACK WI 3,691 SF GROSS 6' _ $ 30' B I -DING SETBACK FIFE = 869.50' m ZJ OPTIONAL PREVIEW BOARD _DI ' 6.63 •• I o 7 ORDER CANOPY 4 CONCRETE 0' 17'07"E RE,TAU E ICATED 13 I C5.1 SIDEWALK pA KI AN I NS T, DRIVE THROUGH <I HOE BIB�EE UMBING fD m , :EC O ) L PLANS DIGITAL MENU R3 , GN 9 BOLLAR s RESTAURANT NI 5 : 16' cs.1 (TYp) R s WIDRIVE THRU zI Y O ' I 1,718 SF GROSS 250 SF MIN. 17 m I 1y3 ,per FIFE= 869.50' . e• PATIO ml oWi ' I 113.4' I W TOP" N o I 1-1 SIGN 3p'S130" .=Z 3 MOUNTABLE CURB , z I 6 CONCRETE CURB ` 2 CURB CU I p C5.26.2 I 1 cs.1 I 9' I 4"21.7' 5 I � I I , W 9! OLLARDS D' BUI DING ETB K I ---- 258.18' ' z 589"37'46.74"W I 9 DUMPSTER PAD I DA 036 6 CONCRETE CURB I C5.1 W/SCREEN RAMP 5� 1 HEAVY DUN PAVEMENT C5 1 PROPOSED DIRECTIONAL I C5.1 (TYP DRIVE AISLES) SIGN I ' I ADAACCESS 036 ' RAMP 5.2 I ' CL I ' I ' I ' I ' I I ' l I I I , t/7 I , I I I ' I I I i I ' I ' I 1 ' 1 ' I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL'EcNGINEER UNDER THE LAWS OFTHE STATE MINNE80� 81GNATURE: NAME DYLAN TOD TARR DATE D6/01/21 LICENSE NUMBER: S 526 qO D: OND r 0 rrop O �G�CO IW H -�� U)>WZ Wzo3 ao J W Z O U) J Lu Z LLQ J LLI Z a-, ct� LU T: LLI U � z ~ LLd000 OwQ OI- Q = Q W = C� - 0 L W O (Ono V U) w O I- 0 ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: PROD. NO.: 20064 SITE LAYOUT PLAN ° 2D C2.1 GRAPHIC SCALE UTILITY CONTACTS ELECTRIC ELK RIVER MUNI. UTILITIES CONTACT: TOM GEISER PHONE: 765-635-1351 GAS CENTERPOINTE ENERGY CONTACT: SHELLY HOUDE PHONE: 763-7854528 WATER AND SEWER CITY OF OTSEGO WATER AND WASTEWATER UTILITIES CONTACT: KURT NEIDERMEIER PHONE: 763-458-4219 TELEPHONE SPECTRUM CONTACT: CUSTOMER SERVICE PHONE: 833-780-1880 FURNISHING AND INSTALLING OF ALL UNDERGROUND ELECTRICAL CONDUITS TO BE COORDINATED WITH OWNER. STANDARD ITEMS TO BE DISTRIBUTED AS FOLLOWS: 1) ONE (1) 1" CONDUIT FROM MENU BOARD TO ELECTRIC PANELS. 2) TWO (2) 1"CONDUITS FROM MENU BOARD TO LOCATION ABOVE CEILING AT OFFICE. 3) ONE (1) 1" CONDUIT FROM SPEAKER TOWER TO ELECTRICAL PANEL. 4) THREE(3)1" CONDUIT FOR SPEAKER TO LOCATION ABOVE CEILING AT OFFICE 5) ONE (1) 1" CONDUIT FOR EACH TWO DETECTOR LOOP SET TO LOCATION ABOVE CEILING AT REAR OF SPACE. 6) ONE (1) 1" CONDUIT FOR EACH TWO DETECTOR LOOP SET TO LOCATION ABOVE CEILING AT REAR SPACE. 7) ONE (1) 1" CONDUIT TO PRE -ORDER MENU BOARD TO ELECTRICAL PANELS. 8) ONE (1) 1" CONDUIT TO SPEAKER LOCATION FOR POWER 9) ONE (1) 1" CONDUIT FROM TENANT'S DEDICATED MONUMENT/PYLON SIGN. 10) THREE (3) SPARE 1"CONDUITS TO BE RUN THROUGH FOUNDATION WALL TO FRONT OF BUILDING, THREE (3) SPARE 1"CONDUITS TO BE RUN THROUGH FOUNDATION WALL OUT REAR OF BUILDING, ALL CONDUITS TO BE DETERMINED ABOVE CEILING. VERIFY LOCATIONS FOR STUB UP WITH TENANTS REPRESENTATIVE. UTILITY LEGEND SAN SEWER PIPE W WATER PIPE IRRIG IRRIGATION SLEEVE UGE UNDERGROUND ELECTRIC OH -E OVERHEAD ELECTRIC G NATURAL GAS PIPE 6.� zCL SANITARY MANHOLE o SANITARY CLEANOUT O O GREASETRAP I >�� WATERMETER FIRE HYDRANT BF BACKFLOW PREVENTER w REDUCER e CORP VALVE H GATE VALVE M TEE SANITARY <^�n SEWER MN RIM=867.99 INV (S)854.59 DI4 INV. (W)846.79 INV. (NE)846.74 I FL®CB ELEV.=86707 FL®CB I I ELEV,=867.00 I I a I I I z I I I I SANITARY SEWER MH RIM=867.34 INV. (S)855.29 INV. (E)855.29 I INV. (N)855.291 I SANITARY SEWER z SITE LIGHTING GC IS TO SOLICIT LIGHTING BIDS FOR ALL SHELL BUILDING LIGHTING & SITE LIGHTING FROM THE OWNERSHIP'S PREFERRED VENDORS ONLY. AWARD SHALL BE AT THE CONTRACTOR'S DISCRETION. THE CONTACTOR SHALL SUPPLY AND INSTALL THE EXTERIOR LIGHTING PACKAGE WHICH CONSISTS OF ALL LIGHTING SHOWN IN THE SHELL BUILDING PLANS AND CIVIL PLANS. STANDARD ELECTRIC CONTACT: RYAN HUNT O: 976-661-1884 C: 978.4D41333 EMAIL: RHUNT@STANDARDELECTRIC.COM N IF THIS SHEET DOES NOT MEASURE 22'x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. FL@CB ELEV=867.91 i88TH STREET N. E. s ^ PROVIDE MONUMENT SIGN WITH I HEREBY CERTIFY THAT THIS PLAN, CONTRACTOR TO s �. SPECIFICATION, OR REPORT WAS PREPARED =L®CB I COORDINATE 80 -FOOT RIGHT OF WAY UNDERGROUND ELECTRIC CONDUIT TO ANDBY THAT UAMADULNDER MY LICENIRECT SED BUILDING ELECTRICAL PANEL. SEE SIGN I ANDTNAT IAM' DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS -_LEV.=867.95 CONNECTION TO BITUMINOUS SURFACE PACKAGE AND ELECTRIC PLANS FOR SIZE, g DFTHESTATE MINNESOT EX. GAS UNE NUMBER AND MATERIAL OF CONDUIT - WITH unLITY I SGNATURE: ' —� —` •�; NAM E.DYLAN TOD TARR :....._..... a A .:' ... ..:. i::' ELEV.B861Z92 DATE: 06/01/21 LICENSE NUMBER: 5]526 a —_�E--YC—�,.E —UE— --UE.—.Y[—U6 Yf —�F —UE— UE— __ --UE G.b 4••f+i, _ • � � uE tf —' UE — _ s--ws—ua—vs—ers a+—w—w—ca—w ce—ov—w Eaas� ——Wa--u6-- rf — y UE vu ____-______ - .:0. olid I I o o 2 0, I 44 3 y 12 ONTRACTOR TO INSTALL THREE (3) 44NCH CONDUITS FOR I S I w 7 W W — NET TO BUILDING (BENDS NOT TO tD k, I T III 5 F Q J I CEED 45 DEGREES - INSTALL PULL BOXES) AS NEEDED). JC' �� I Q CONTRACTOR 0 COQ IDI NATE WITH LOCAL UTILITY PROVIDER AND TENANT Z z B TO CONFIRM IT GROUP FOR LOCATIONS AND FINAL ROUTING. I 5 w z O g II �2_> INVERT I I I f r I ELEVATION JG� 55 m N 0-0 IE A-0 I 5 Q 9 I S COC 856.503 UG UG{ UGC f U a 28 LF 6" PVC I AT SLOPE IS G i I I NTERNAL DROP � I 5 I TO EXISTING INV. SS CO A-1 48 LF 6" PVC I I 5 IE B": 884.50 ; AT 2.08% SLOPE 26 LF 6" PVC ¢ENTAL OFFICE AT SSCOA2 E $,691 SF GROSS IE 8": 863.25FFE = 869.50' s s 26 LF 6" PVC I I I 5 �. AT 3.75% SLOPE S CONNECTTO O I 8S •. , SS CO A-3 BUILDING WITH I.S" i � I I I 5 q IE 6":862.50 3-onO on C ER TO ' N KL6 LF 6" PVC O SS O B-1 PLUMBING PLANS. 'I l i I 5 I I 3.85% SLOPE 0 IE ": 864.50 RESTAURANT ss 45 LF 2" WATER I y _ i W/DRIVE THRU IRRIG I I I Q Q 1,718 SF GROSS � 55 C12 FFE = 869.50' I I s I O N� SS COIRRIG B3 I I ¢ UJ ' SS CO B-0 IE 8": 663.50 52 LF 6" PV T 1.92% SLOP NJ 5 U LLI 65 i IE 6": 863.50 24 LF 1.5" WATER I I I C/) __J L~LI z LF 2" WATER y 4 � I s s 5 W I W JLUZ F r i 1,000 GALLON GREASE INTERCEPTOR \cI I I I Z (j I A A s � I ui :EZ 00 D00 w I X000 I � OwZI- Q ----------'- EU.=86595 __ _ _ _ 258.16' s - s89'3x46.74"W °� ; I 1- L 2 �I I Lu z �. 15 �� III 5 w0� I. I > o�< I ss Q 0 aw ss I w F- (n O ' O I 511 I I ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: <T_ + 1 PROJ. NO.: 20064 UTILITY PLAN SEE NOTES ON SHEET C0.2 2D' D 21 40 C3.1 GRAPHIC SCALE - COORDINATE, CONNECTION EX. STUBI WITH UTILITY' I 1 1— I I It I I I I u i z � i I � I w I I = I T zCL W I w ? L` I >�� I � ^ og m UJ o > I � I I CIC I ` I� I SITE LIGHTING GC IS TO SOLICIT LIGHTING BIDS FOR ALL SHELL BUILDING LIGHTING & SITE LIGHTING FROM THE OWNERSHIP'S PREFERRED VENDORS ONLY. AWARD SHALL BE AT THE CONTRACTOR'S DISCRETION. THE CONTACTOR SHALL SUPPLY AND INSTALL THE EXTERIOR LIGHTING PACKAGE WHICH CONSISTS OF ALL LIGHTING SHOWN IN THE SHELL BUILDING PLANS AND CIVIL PLANS. STANDARD ELECTRIC CONTACT: RYAN HUNT O: 976-661-1884 C: 978.4D41333 EMAIL: RHUNT@STANDARDELECTRIC.COM N IF THIS SHEET DOES NOT MEASURE 22'x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. FL@CB ELEV=867.91 i88TH STREET N. E. s ^ PROVIDE MONUMENT SIGN WITH I HEREBY CERTIFY THAT THIS PLAN, CONTRACTOR TO s �. SPECIFICATION, OR REPORT WAS PREPARED =L®CB I COORDINATE 80 -FOOT RIGHT OF WAY UNDERGROUND ELECTRIC CONDUIT TO ANDBY THAT UAMADULNDER MY LICENIRECT SED BUILDING ELECTRICAL PANEL. SEE SIGN I ANDTNAT IAM' DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS -_LEV.=867.95 CONNECTION TO BITUMINOUS SURFACE PACKAGE AND ELECTRIC PLANS FOR SIZE, g DFTHESTATE MINNESOT EX. GAS UNE NUMBER AND MATERIAL OF CONDUIT - WITH unLITY I SGNATURE: ' —� —` •�; NAM E.DYLAN TOD TARR :....._..... a A .:' ... ..:. i::' ELEV.B861Z92 DATE: 06/01/21 LICENSE NUMBER: 5]526 a —_�E--YC—�,.E —UE— --UE.—.Y[—U6 Yf —�F —UE— UE— __ --UE G.b 4••f+i, _ • � � uE tf —' UE — _ s--ws—ua—vs—ers a+—w—w—ca—w ce—ov—w Eaas� ——Wa--u6-- rf — y UE vu ____-______ - .:0. olid I I o o 2 0, I 44 3 y 12 ONTRACTOR TO INSTALL THREE (3) 44NCH CONDUITS FOR I S I w 7 W W — NET TO BUILDING (BENDS NOT TO tD k, I T III 5 F Q J I CEED 45 DEGREES - INSTALL PULL BOXES) AS NEEDED). JC' �� I Q CONTRACTOR 0 COQ IDI NATE WITH LOCAL UTILITY PROVIDER AND TENANT Z z B TO CONFIRM IT GROUP FOR LOCATIONS AND FINAL ROUTING. I 5 w z O g II �2_> INVERT I I I f r I ELEVATION JG� 55 m N 0-0 IE A-0 I 5 Q 9 I S COC 856.503 UG UG{ UGC f U a 28 LF 6" PVC I AT SLOPE IS G i I I NTERNAL DROP � I 5 I TO EXISTING INV. SS CO A-1 48 LF 6" PVC I I 5 IE B": 884.50 ; AT 2.08% SLOPE 26 LF 6" PVC ¢ENTAL OFFICE AT SSCOA2 E $,691 SF GROSS IE 8": 863.25FFE = 869.50' s s 26 LF 6" PVC I I I 5 �. AT 3.75% SLOPE S CONNECTTO O I 8S •. , SS CO A-3 BUILDING WITH I.S" i � I I I 5 q IE 6":862.50 3-onO on C ER TO ' N KL6 LF 6" PVC O SS O B-1 PLUMBING PLANS. 'I l i I 5 I I 3.85% SLOPE 0 IE ": 864.50 RESTAURANT ss 45 LF 2" WATER I y _ i W/DRIVE THRU IRRIG I I I Q Q 1,718 SF GROSS � 55 C12 FFE = 869.50' I I s I O N� SS COIRRIG B3 I I ¢ UJ ' SS CO B-0 IE 8": 663.50 52 LF 6" PV T 1.92% SLOP NJ 5 U LLI 65 i IE 6": 863.50 24 LF 1.5" WATER I I I C/) __J L~LI z LF 2" WATER y 4 � I s s 5 W I W JLUZ F r i 1,000 GALLON GREASE INTERCEPTOR \cI I I I Z (j I A A s � I ui :EZ 00 D00 w I X000 I � OwZI- Q ----------'- EU.=86595 __ _ _ _ 258.16' s - s89'3x46.74"W °� ; I 1- L 2 �I I Lu z �. 15 �� III 5 w0� I. I > o�< I ss Q 0 aw ss I w F- (n O ' O I 511 I I ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: <T_ + 1 PROJ. NO.: 20064 UTILITY PLAN SEE NOTES ON SHEET C0.2 2D' D 21 40 C3.1 GRAPHIC SCALE GRADING LEGEND 69 MINORCONTOUR 70 MAJOR CONTOUR 101.00 SPOT ELEVATION (FINISHED SURFACE) 101.00 (FFE) SPOT ELEVATION (FINISHED FLOOR ELEVATION) )(101.0t SPOT ELEVATION (MATCH EXISTING FINISHED GRADE) TC 101.50 SPOT ELEVATION BC 101.00 (TOP OF CURB / BOTTOM FACE OF CURB) ----------- SLOPE (DOWNHILL) %------ BENCHMARK DATUM INFORMATION ELEVATIONS SHOWN REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SEE NOTES ON SHEET C0.2 �/ BC 859.34 SANITARY i' FL®CB SEWERMH / ELEY.=867.91 i RIM=867.99 /' INV. (S)854.59 /\ INV. (W)846.79 \ INV. (NE)846.74 \ \ FL®CB \ ----------- \ ELEV. =867.95 %------ \ FL®CB \\ ELEV.=86707 FL®CB -` ELEV.=86700.1 SANITARY SEWER MH RIM=867.34 IM/. (5)855.29 INV (E)855.29 1 INV. (N)855.29 loco :LEV.=866. N IF THIS SHEET DOES NOT MEASURE 22'X34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. N 1 / 1 / 1 / 1 i 1 / 1 r 1 1 1 r 1 1 1 I 1 r 1 1 I 867.35- 867.28- TC 67.35-887.28- TC 867.22 r BC 866.72 1 1 TC 8M.97 �( 1 1 SC 856.47 1 r TC 857.10 1 1 BC 856.68 1 r 868:5°3, W 1� Ir TC 866.89 BC 866 j TC 866.83 C_ B�86�6.33 W z v O 4 �o [ � oZ Lu m v� i 88TH ` TC 869.7 BC 869.2 STREET N. E. 80 -FOOT RIGHT OF WAY BITUMINOUS SURFACE TC 869 ------------- ----- - ------------------- BC 869 --------- ----------------- �AON TC 868. D4/C 868.61 BC 867.54 BC 868.11 TC 868.79 ------ - - - - - -- - - - r TC 858.63 \ I BC 868.13 TC 868.59 \ BC 868.39 \ TC 868.96 TC --- - - O BC 668.46 ,869.13 \ \ ■ i I - I � I - I I I I I I - I II TC 867. Td 867.39 C 866.54 BC 866.89 I ON I J E10101 �i I I 1 / / 9444 BC 859.34 TC 869.91 g6' \ 8a - BC 86941 . -- ----- ------- \ .. TC 867.7 3 \ \... \ TC 868!94BC TC 888.35 867.85 , I� ----------- BC 868.44--- TC859.02 %------ I 1 TC 868.94 BC 868.52 TC 1 BC 868. TC 669.20 BC 868.70 868.85 BC 868.3 a69 JJ BC 869.34 / 68.93 869.32 ' 869.49 94 • e TCess: � 869.D0 869.5 � I 7 869.02 TC 869.84 BC 868. BC 898.85 F 869.50' BC 868.84 a• ` TC 888.73 TC 868.87 869.50 BC 859.34 �. ` I \ TC 867.7 3 DENTAL OFFICE \... 3,691 Sl -,GROSS 869.00 X949 FFE = 869.50' J 869.50 \ J \\ TC 859.84 869.39 JJ BC 869.34 4: r 869.50 ' 869.49 94 r 1 RESTAURANT TCess: 88 TC 869:48 WIDRIVE THRU TC 869.84 ' BC 868.1 TC II..: • 8 9.33 -. �. BC 86 .98 BC 869.34 TC 869.35 , 18 SF GROSS TC 869.34 BC 868. BC 898.85 F 869.50' BC 868.84 a• ` TC 888.73 TC 868.87 BC 868.23 r _ BC 868.37 867.46 TC 8685\8 �BC86808 \ ,y \ =Ubs------------- TC 66717 / I BC 866.67 / I / I / / I , I 1 � I / Ij II II I 1 0 FL ®CB - -- T 86.15 _ 6 TTC 888 01 I \ / BC 867.51 I \\ jr I \ I \ I \ I \ I \ I \ I \ I I 1 2D' 0 20' 4 GRAPHIC SCALE I HEREBY CERTIFY THATTHIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGIN EOFTH ERUNN D,ERTHHEE LAM SIGMA STATE MINNESOgE SIGNATURE: \(�"'\'(�D]IN NAME: DYLAN TOD TARR DATE: 06/01121 LICENSE NUMBER: 5T526 O 0 D. M n m 0 0 O Wd 00 -Q F 5 � U W W Z 0003 m N d O W F -- Z 0 �J I j Z WN LJ Lu cz 06 Z(j)> U d w � LL0000 IL JOU O > Q = Q W 2 0 1- C) L) E w0�� O ao w 0 I -- O ORIGINAL ISSUE DATE: 05128/2021 REVISIONS: I PROJ. NO.: 20064 1 GRADING PLAN C4.1 \ TC 867.7 3 \ TC 868.9° \ BC 868.40 ` BC 867.23 I I I \\ jr I \ I \ I \ I \ I \ I \ I \ I I 1 2D' 0 20' 4 GRAPHIC SCALE I HEREBY CERTIFY THATTHIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGIN EOFTH ERUNN D,ERTHHEE LAM SIGMA STATE MINNESOgE SIGNATURE: \(�"'\'(�D]IN NAME: DYLAN TOD TARR DATE: 06/01121 LICENSE NUMBER: 5T526 O 0 D. M n m 0 0 O Wd 00 -Q F 5 � U W W Z 0003 m N d O W F -- Z 0 �J I j Z WN LJ Lu cz 06 Z(j)> U d w � LL0000 IL JOU O > Q = Q W 2 0 1- C) L) E w0�� O ao w 0 I -- O ORIGINAL ISSUE DATE: 05128/2021 REVISIONS: I PROJ. NO.: 20064 1 GRADING PLAN C4.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I DRAINAGE NOTES: 1. TOP OF GRATE ELEVATIONS FOR CURB INLETS ARE GIVEN TO THE CENTER OF THE INLETS AT THE FACE OF CURB. THE GRATES SHALL SLOPE LONGITUDINALLY WITH THE PAVEMENT GRADE. ADJUST THE CASTING TO FALL ALONG THE CURB LINE. 2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, PROTECT UTILITIES TO REMAIN, AND REPAIR CONTRACTOR -CAUSED DAMAGE ACCORDING TO LOCAL STANDARDS AT CONTRACTOR'S EXPENSE. 3. NOTIFY LOCAL UTILITY LOCATOR SERVICE OF INTENDED EXCAVATIONIUTILITY TRENCHING OPERATIONS. SEE GENERAL UTILITY NOTE #4 ON SHEET C0.2 FOR PHONE NUMBER. 4. IN THE EVENT OF ANY DISCREPANCIES FOUND IN THE DRAWINGS OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS. 6. CONTRACTORS SHALL VERIFY EXISTING ELEVATIONS AND INVERTS PRIOR TO BEGINNING WORK 7. ALL PIPES UNDER PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED STONE. ALL PIPES UNDER LAWN AREAS SHALL BE BACKFILLED WITH SATISFACTORY MATERIAL, COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D698). 8. ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MIN 5 -FOOT PERFORATED LANDSCAPE PIPE STRAPPED TO A MIN 125X24" CONCRETE SPLASH BLOCK. 9. ALL HDPE STORM PIPE SHALL BE ADS N-12 ST IB OR APPROVED EQUAL 10. ALL SUBGRADE PREPARATION WITHIN THE CONSTRUCTION AREA SHALL BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY PARTNER ENGINEERING AND SCIENCE, INC. (800.419.4923) DATED 0125/2021. DRAINAGE LEGEND ST STORM PIPE (HDPE TYP) ST STORM MANHOLE (MH) ® STORM CATCH BASIN (CB) SANITARY^" STORM CLEANOUT (CO) N IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. FL®C8 ELEV.=867.91 i FL®CB ELEV. =867 95, 88TH STREET N.E. 80 -FOOT RIGHT OF WAY BITUMINOUS SURFACE e - - ' � ws-ow-us-vs-""--•moi-- --- as -w ca u�a us cvs vs as ?% r-----------------�'c - -----------0 ---- ----- -- 3-on I r------------- y JR181- I I INV OUT:863.4715" (S) I I I S f RY 5 SEWER .. .. RIM=867.83 SANITARY^" ------------3Gk' SEWER MH RIM=867.99 INV.(S)854.59 INV. �4 (W)846.79 INV.(NE)846.74 I Pipe -(5)-15" REINFORCED CONCRETE PIPE (NI):863.56 I FL@C 3 ELEY =867.07 FLO '8 -` ELEV. =867 00 I CO I 866.65 OFFSITE DETENTI N FACILITY. pipe -(7) -16" REINFORCED CONCRETE PIPE (S) :862.81 I ' CL Pipe - (7) -18"REINFORCED CONCRETE PIPE (N): 862.67 Pipe - (8) - 18"REINFORCED CONCRETE PIPE (S): 862.67 PROVIDED 2 I I I I I I I i SANITARY I I SEWER MH I RIM=867.34 I I INV. (S)855.29 SUBMITTED BY ESTWOOD. INV. (E)855.29 1 INV. (N)855.291 I I I I I I r I I I I ^ I .m I I i 1 Lij I I SEWER MH RIM=866.937 I I I zi�w I I LLJ FL®CB I I I ELEV.=866.00 (r) I III I II N IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. FL®C8 ELEV.=867.91 i FL®CB ELEV. =867 95, 88TH STREET N.E. 80 -FOOT RIGHT OF WAY BITUMINOUS SURFACE e - - ' � ws-ow-us-vs-""--•moi-- --- as -w ca u�a us cvs vs as ?% r-----------------�'c - -----------0 ---- ----- -- 3-on I r------------- y JR181- I I INV OUT:863.4715" (S) I I I I, ILL IJ I� i I I I I I I I I I I 1� I ' i I I I I 14 I RIM:866.65 r(((---INV IN:862.81 15" PIPE - (6) I/ INVIN:862.8115"PIPE-(11) r7 INV OUT:882.81 18" (S) I I 3 --on I� --"i' -- STRUCTURE 5 RIM .. .. �----------------- 5 ' 5 S ------------3Gk' T�IIII Pipe - (5) -15" REINFORCED CONCRETE PIPE (S) : 864.00 2 CATCH BASIN 867.75 Pipe -(5)-15" REINFORCED CONCRETE PIPE (NI):863.56 Pipe -(6)-1S'REINFORCED CONCRETE PIPE (W):863.56 3 o I u"', 867.49 DRAINAGE TO BEC NVEYED TO I CO I 866.65 OFFSITE DETENTI N FACILITY. pipe -(7) -16" REINFORCED CONCRETE PIPE (S) :862.81 8 ' OFFSITE PIPE TO BE DE IGNED AND Pipe - (7) -18"REINFORCED CONCRETE PIPE (N): 862.67 Pipe - (8) - 18"REINFORCED CONCRETE PIPE (S): 862.67 PROVIDED DRAINAGE REPORT �OR WATER ^ 5' QUALITY AND DETENTION FOR SITE PROVIDED BY 4ELLER AND SUBMITTED BY ESTWOOD. I < I a � .m SANITARYI i SEWER MH RIM=866.937 I I •: INV (5)855.88 INV. (E)855.88 INV.(N)855.88 I I I I I, ILL IJ I� i I I I I I I I I I I 1� I ' i I I I I 14 I RIM:866.65 r(((---INV IN:862.81 15" PIPE - (6) I/ INVIN:862.8115"PIPE-(11) r7 INV OUT:882.81 18" (S) I I 3 --on I� --"i' -- STRUCTURE .M -n n--- RIM .. .. �----------------- 5 ' 5 S ------------3Gk' T�IIII Pipe - (5) -15" REINFORCED CONCRETE PIPE (S) : 864.00 2 Wwl� I l� I � III 5 ' I I pENTAL OFFICE .`. RIM 867.81 1 I I I 3 7,691 SF GROSS INV OUT:864.00h5"(S) FFE = 869.50' -.'•' : I i s'� 5 I l a ► I �= Q 1 Y ® $ RESTAURANT �y WIDRIVE THRU I 1,718 SF GROSS I ° FFE = 869.50' IRRIG a •.. 46 L.F. -18" REINFORCED CONCRETE PIPE @ 0.29% " ;2071,F. - 15" \ I REINFOR' CEp CO co PIPE y 4cg ---------------- .EV.=865.95 �5 RIM:866.79 1 INV IN:862.6718" PIPE - (7) INIV OUT:862.6718' (S) I 258.18' S89'37�.74"W 2 RIM:667.75 INV IN:863.5615" PIPE - (5) INV OUT:863.5615" (1N) STRUCTURE TABLE STRUCTURE TYPE RIM PIPE IN: I.E. PIPE OUT: I.E. 1 CATCH BASIN 867.81 Pipe - (5) -15" REINFORCED CONCRETE PIPE (S) : 864.00 2 CATCH BASIN 867.75 Pipe -(5)-15" REINFORCED CONCRETE PIPE (NI):863.56 Pipe -(6)-1S'REINFORCED CONCRETE PIPE (W):863.56 3 CATCH BASIN 867.49 Pipe - (11) -15" REINFORCED CONCRETE PIPE IS): 863.47 4 CATCH BASIN 866.65 Pipe- (6) -15" REINFORCED CONCRETE PIPE (E) : 862.81 Pipe - 01) -15" REINFORCED CONCRETE PIPE (N) : 862.81 pipe -(7) -16" REINFORCED CONCRETE PIPE (S) :862.81 5 MANHOLE 866.79 Pipe - (7) -18"REINFORCED CONCRETE PIPE (N): 862.67 Pipe - (8) - 18"REINFORCED CONCRETE PIPE (S): 862.67 "ALL MANHOLES AND BOX STRUCTURES SHALL HAVE A T SUMP.' 5 FL ®CB ELEV.=86792 Lu Lu (b 20' 0 2P M GRAPHIC SCALE I HEREBYCERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SY ME OR UNDER MY DIRECT SUPERVISION ANO THAT I MAD LY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFNATURE: MINNESO�La.� SIGNATURE: NAME: DYIANTOD TARR DATE: 06/01/21 LICENSE NUMBER: 57525 2 O U N n: " K - O O d� O Lrm� I- w <-m� n>Wz 020 W qao w Z Q O U) Jw Z W -I W Z w I"' w W U 0- Do Z) IL0DDO LLJ0U O�Q= Q w = (7 Ln ER W w �(L o 'U'^) 0 VJ F-- 0 L ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: I PROD. NO.: 20064 1 DRAINAGE PLAN C4.2 CONCRETE SECTION 12" PREMOLDED ASPHALT SECTION A B B C EXPANSION JOINT MATERIAL JOINT SEALANT #4 SMOOTH DOWEL 24" COMPACTED BACKFILL TO FINISH ELEVATION 12" EXPANSION JOINT ON PAVED AREAS) (SEE NO I HEREBY CERTIFY THAT THIS PSN, C LONG AT 16" O.C. EXPANSION CAP WIDTH VARIES, SEE PLANS SPECIFICATION, OR REPORT WAS PREPARED D SLIP FIT BYMERUNDER BY ME OR UNDERM DREC 5 R 50 SAW CUT T01/4 SLAB THICKNESS 2" CLEAR, NP. BROOM FINISH, TYP. ED AND THAT IAM ENGINEDULY ER DE PROFESSIONAL ENGINEER UNDER THE LAWS - - D - a P ° D' D F Q 3.5"SURFACE COURSE (TYPE SP O 5" 4000 PSI CONCRETE MAX WIDTH I/2INCH LONGITUDINAL SLOPE SHALL NOT EXCEED 5% CROSS SLOPE SHALL NOT EXCEED 2% OF THE STATE MINNFSOT SIGNATURE (1)-(2)'40(3)' ASPHALTIC CONCRETE) © 6' AGGREGATE BASE •' - D 3" ap A O V- AGGREGATE BASE F, B ©1TSTABIUZEDSUBGRADE v .� D. Pap 12"MAX - D' D P - OAATME: LICENSE NUMBER:5752fi © 12' STABILIZED SUBGRADES2_ . 9XW2.9 (PROVIDE SUPPORT a R EE 3" CLEAR, TYP. Fr�7 4! SURFACE COURSE (TYPE SP WE H- S'4000 PSI CONCRETE Z) (1)'(2)'40(3)' ASPHALTIC CONCRETE) ❑ ©8' AGGREGATE BASE �: :.. .. "� 'y•T- '• '`-` -r `-' " " CHAIRSAS ED TO POSITION STEEL AS SHOW M 4000 PSI CONCRETE p ro O Q s o D_ Z N © 8' BASE MATERIAL © 12' STABILIZED SUBGRADE WIRE MESH - Bx6 WWF COMPACTED SAND OR GRAVEL BASE w Q © 12' STABILIZED SUBGRADE Q < J F J O IQ 2 2 WIRE MESH PARKING LOT EXPANSION JOINTS TO BE INSTALLED IN 3 LOCATIONS: COMPACTED SUBGRADE cn > w Z 1. IN THE PARKING LOT LIMITS ALONG A LINE EXTENDED FROM THE NOTES: ui z Z Oz g NOTE: CONTRACTION JOINTS TO BE SPACED EVERY 10' FACE OF THE BUILDING. 2. ALONG THE PERIMETER OF THE DUMPSTER WHERE IT ABUTS 1. PROVIDE WEAKENED PLANE (SAW CUT OR TOOLED)CONTROL o O N a O NOTES: CNCRETE PAVEMENT. O JOINTS AT 5'-0" ON CENTER. 1. REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY PARTNER, 3. ALONG CONNECTION OF PARKING LOT TO ANY CONCRETE 2. PROVIDE EXPANSION JOINTS AT 50'-0" (MAX) ON CENTER AND PROJECT #20-302522.2, DATED 01252021. DRIVEWAY RAMPS. CONTINUOUSLY BETWEEN SIDEWALK AND WALLS OR OTHER W STRUCTURES 2. PAVEMENT CONSTRUCTION AND COMPONENTS SHOULD MEET MNDOT SPECIFICATIONS. 1 PAVEMENT SECTIONS CONTRACTION JOINTS 2 IN CONCRETE EXPANSION JOINT 3 FOR CONCRETE PAVEMENT 4 CONCRETE SIDEWALK SECTION NTS NTS NTS NTS CONCRETE CROWN 6' S' MIN. 6' ' 1121.6' REFER TO PLAN FOR CONDITION. 12" DEEP GROOVES SPACED AT 2" O.C. EXCEPT AS OTHERWISE Lei -}i- CUT INTO CONCRETE IN DETECTABLE 4" MIN SHOWN ON GRADING PLAN d l EARER FULLWIDTH SHEET C4.1 Q' 1" RADIUS F I SMOOTH EDGE D (.�; A A AND DEPTH OF RAMP PER ADA AND DEPTH OF PAVEMENT SURFACE d� 6" AROUND TOP OF PIPE TRUNCATED DOMES PER ADA (DETAIL L 4"•3;5 ....... 4/C5.2) 12" ORASa CURB TO BE PAINTED YELLOW REQUIRED TO STEEL PIPE 4,-p,. WHERE LESS THAN 6" (TYP) z Q MATCHINLET CASTINGS 4000 PSI D R SIDEWALK FLUSH HEADER Q Q VARIES PAVED AREA 5' (TYP) 4. MIN 4 d. ( L l 0 0 CONCRETE FOOTING FINISHED GRADE Q O U w 6" 8" p ° PLAN NOTES: OVES TOP OF RAMP 1 EXTENDING THE FULL. SURFACES OF CURB WI TH AND DEPTH OFPS SHALL HAVE OTHE CURB � 0 J w z J W Z L IJ COMPACTED GRAVEL 4" Q tt 1 Q (� C O C a .' D °P a ° D. P SMIN LANDING �J SEE NOTE 1 RAMP IN A WAY THAT WILL NOT ALLOW WATER TO I I AREA 'l ACCUMULATE. SURFACES SHALL HAVE A LIGHT OR SAND BASE COURSE a 1 SEE N.TE4 I 1:/z SMIN REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY Z (n 6" S" \ LANDING -�I T V`~ AREA '1 CONTRAST WITH THE ADJOINING PEDESTRIAN O� } w CONCRETE WALK WIDTH VARIES SEE ENLARGEMENT SEE PLANS ABOVE NOTES: a T-0" 1 SEE NOTE 4 I ACCESSIBLE ROUTE. 2 THE BOTTOM OF THE RAMP SHALL HAVE A MAX 1/4" UP SECTION A -A OF 45 -DEGREES. w cc G F- Z U_ CROSS SLOPE SHALL NOT EXCEED 2% PAVEMENTINTERVALSD - 1. CURB SHALL BE CONSTRUCTION IN T LENGTHS, OR EXTRUDED AND THEN SAWCUT AT 10 -FOOT TO A DEPTH OF 1-0/41NCHE5. PIPE SHALL BE PAINTED WITH YELLOW EXTERIOR PAINT (TWO a' 3. CONSTRUCT PER ADA STANDARDS. Cp � CD U. ° O .. 4p. SURFACE 2. 124NCH EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 50 COATS BEFORE INSTALLATION; 4. MAINTAIN LANDING AREA LEVEL TO 2% MAX. SLOPELL 5. WHERE CURB AND GUTTER ARE USED, CONSTRUCT J ❑ U 3. FEET, AT THE ENDS OF RETURNS AND AT ALL POINTS WHERE THE NEW CURB ABUTS ONE COAT AFTER INSTALLATION) ' GUTTER PAN AT 1.5% MAX IN FRONT OF RAMP. °w z �. 0 OTHER CONCRETE STRUCTURES OR INLET CASTINGS. 4. ALL CONCRETE SHALL BE 40DO PSI 'a a ' 6 \l > _ (IYP.) 5. CURB HEIGHT TO BE 6 INCHES UNLESS OTHERWISE NOTED ON GRADING PLAN, SHEET C3.1 J Q BASE COURSE 61, TYP. Q � CONCRETE SIDEWALK 6"DIA. Z >o 5 HEADER SECTION 6' CONCRETE POST CURB 7 BOLLARD Q PARALLEL RAMP IN SIDEWALK NTS Q Q NTS NTS (, NITS 13' 6' ° VAN RESERVED 6" o.7s' 3' (D U) ACCESSIBLE PARKING SIGN II/C5.1) ACCESSIBLE RAMP ACCESSIBLE PARKING o 1' W O (DETAIL SEE SHEET A G FOR GRADING 18" 12. TYP DETAILS �� ° BACKGROUND BLUE WITH a q D D q SEE PLAN FOR DIM WHITE SYMBOL, LETTERS AND BORDER SIGN SHALL BE RETRO -REFLECTIVE c 12" naWn 1g 11' _ . �� p A �� ORIGINAL ISSUE DATE: 05282021 SIGNS 18" ° DUMPSTER GATE D REVISIONS: FLUSH -/FLUSH ® D SEE ARCH. PLANS D� . PAINTEDACCESSIBL FOR PAVEMENT (DET SYMBOL IL 10/C5.1) �, CONSTRUCT GUTTE PAN AT 1.5% MAX SLOPE FASTEN SIGN TO U -POST 3.. WITH 3/8"GALVANIZED 6" CARRIAGE BOLT AND p . GATE MOUNTING G POLE P pQ � D D SEE ARCH. IN FRONT OF RAMP LOCKING NUT. BOLT HEAD U -POST, TYP p BOLLARD IF (WHERE APPLICABLE SHALL BE FLUSH WITH FACE OF SIGN, TYPICAL PARKING ADJACE BOLLARD (TYP) RYP) SEE DETAIL 9/C5.1 DUMPSTER SCREEN FENCE SLOPE SHALL NOT BOLLARD, SEE T-0" MASONRY WALL SEE ARCH. PLANS PROJ. NO.: 20064 EXCEED 2% IN ANY DIRECTION WITHIN DETAIL 7, C5.1 BY ARCHITECTURE ACCESSIBLE PARKING AND (J 12" U -POST MEMBER DESIGNATION: U6 18' SLOPE:1%MIN 2%MAX ACCESSIBLE MATERIAL: ASTM A499 Fy: 50 KSI ------- ------------.I r 4'x4' GRID PROVIDED FOR LAYOUT OF SYMBOL. PROVIDE PAINT COLORS IN ACCORDANCE WITH ADA AND LOCAL REQUIREMENTS PARKING AISLEulK GRADE: 5D 8" 10"� .I W,W,F. 6x6-W2.9xW2.9 --h 0 ^ CIVIL DETAILS (TYPICALLY WHITE SYMBOL ON BLUE BACKGROUND INSIDE WHITE 4,000 PSI CONCRETE #4 CONTINUOUS,'fYP. CRUSHED BORDER). PAINTED ACCESSIBLE SYMBOL A SECTION A -A AGGREGATE BASE g ACCESSIBLE PARKING LAYOUT 0 FOR PAVEMENT ACCESSIBLE PARKING SIGN DUMPSTER PAD W/SCREENING C5.1 NTS NTS N.T.S. NTS IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. 0 X U w N NOTES: 8'-3" 1. POLE BASE IS DESIGNED FOR 30" SOIL BEARING PRESSURE OF 4 EA #5 SPACED EQUALLY 100 PSF/FT BASED ON SOIL COORDINATE POLE HEIGHT TYPE. CONTACT STRUCTURAL WITH PHOTOMETRIC PLAN ENGINEER IF LOWER ONSITE MOUNTING HEIGHT SOIL BEARING PRESSURE IS CURB AND GUTTER ENCOUNTERED. CHAMFER 2. DESIGN WIND SPEED -130 MPH. 8 ll CONTACT STRUCTURAL 4,000 PSI CONCRETE-� ENGINEER IF LOCAL CODE OR Jr' ORDINANCE REQUIRES DESIGN ACHOR BOLTS PER FOR HIGHER WIND SPEED. MANUFACTURE'S 3. REBAR SPLICES ARE NOT RECOMMENDATIONS PERMITTED. 4. FACTORY SUPPLIED TEMPLATE MUST BE USED WHEN SETTING •INTEGRAL• ANCHOR BOLTS. �a 'b •' •� 5. FOR POLE LOCATIONS, SEE \ UTILITY PLAN, (C3.1) 6. FOR LIGHTING A -.J CONCRETE CURB• SPECIFICATIONS, SEE ` PHOTOMETRIC PLAN (PH2.1) TYPICAL CROSS GUTTER 7. PROVIDE MINIMUM Z -O" CLEAR D FROM FACE OF CURB TO FACE C OF CONCRETE FOUNDATION. STANDARD NO. GROUND WIRE PER LOCAL CODE BASE COVER ,' L A "' - FINISHED O PARKING LOT GRADE PLAN A EMBEDMENT DEPTH (BELOW GRADE) 8'-3" B CONCRETE DIAMETER 30" C VERTICAL REINFORCEMENT 4 EA #5 SPACED EQUALLY HORIZONTAL REINFORCEMENT #3 AT 12" O.C. 1 CONCRETE LIGHT POLE BASE 2 IF THIS SHEET DOES NOT MEASURE 22"x34 IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. 4" 5' c - VARIABLE - 6 x 6 x 10/70 WWM 4000 PSI CONCRETE NOTE: DEPTH OF CONCRETE SHALL BE DETERMINED BY TYPE OF CURB AND GUTTER SECTION AA W.W.F. OFFIBERMESH 8 ll ' 4 Jr' 4"'MIN. CRUSHED O� QP COMPACTED SUBGRADE SECTION A -A •INTEGRAL• �a 'b •' •� - EXPANSION JOINT -F,. >JOINT A -.J CONCRETE CURB• - AND GUTTER o TYPICAL CROSS GUTTER E` ao NO SCALE e APPROVED CITY OR AftOise G STANDARD NO. REVISED tANURARY 2007 MINNFl OTA IF THIS SHEET DOES NOT MEASURE 22"x34 IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. 4" 4000 PSI CONCRETE 6" . f W.W.F. OFFIBERMESH ' AT CONTRACTOR OPTION 4"'MIN. CRUSHED STONE COMPACTED COMPACTED SUBGRADE SECTION A -A 4000 CON( CURB CUT 3 NTS A DESIRED MINIMUM A 3'8" I ]g• OUTER LIMBS OF .� CONCRETE ITS _ r fP0. x WA�RPETE yaJ' , {�. o" " WPtCKRETE p y � 5' 8" 5' W. 5' B• 5' 8" IP?04LK OF CURB _ CURBFACE 11 •„••, OO _ OF N »:- - 1gONT FACE' 6 - b 4'0O'MIN.V L6,. `A" GOAT 6'I" 16" CUAB) O 16" CURB) ARB J VAR. WIDTH CURB 4 2" / 4" CURB 1 4' 0" MDJ. © 4' 2'• 14 CURB ! AJ A PLAN VIEW OF PERPENDICULAR RAMP PLAN VIEW OF DIAGONAL RAMP -sw -sN OF BASE DIAMETER [U® OR = _ Niel AHO GUTTER � a 5` 4" (6" NRB 1 X = <' 0" DESIRABLE T/0•-1 T/Ifi" 3' A" 14" CURB 1 10dT5° - 1.43175"1 -�------------ • ..::.:. •r. DOME SECTION •' •' 0.02 FT./FT. MAX. 0) 1 5/W"-2 3/8" (G.93 5--1 P.1 1 CONCRETE WALK 8.625" - 2.175") OME (TYP) F - 0.08 FT -T. OR RATTER (1) ......u T I SECTION A -A 1 518"-2 31B. IILo (1.625° - 2.315") IS- ITYP.I 5/e"MIN. 5/8" MIN. THE PATH OF TRAVEL 'X 'IS 4 FT. OR GREATER, USE 10.9315"1 16625"1 ROUND ALL 0 1F .10 TO 0.08 11!17.1011 FOR THE FLARED SHO' IF DOME SPACING SLOPED 'X 'IS LESS THAN 4 FT" THEN THE FLARED SIDE SLOPE INTERSECTIONS. MUST NOT EXCEED 0.08 FT./FT.. 6' 3'• fi' ]•• I6" CURB 0 O.OB R./FT. SLOPE 1 4.0"MIN.© I6" NNB h 0.08 fT./FT. SLOPE! 14" CURB a DAB FT./FT. SLOPE I ELEVATION OF RAMP 14" CURB A D.C. FT./FT.SLOPE I NOTES: TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOLAI 4CR LIES ARE REQUIREDTO COMPLY WITH THIS STANDARD PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF AREA WHICH CURB OR CONCRETES TR NANDCA ED DOM THE RAW AREA WILL BE PAID 101 AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR R TRUNCATED DOMES BY TSE RESQUARENOT FOOT. BIKE TRAILS SHALL HAVE TRUNCATE DOMES ACROSS THE ENTIRE WIDTH Of TRAIL WHEN THE TRAIL CROSSES A fl0A0. DOMES ARE NOT TO BE USED ON SIDEWALKS OR (RAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. Q 1/2 INN PREFORMED JOINT FILLER MATERIAL. AASHTO M 213. O2 WHEN POSSIBLE. PROVIDE A CLEAR PATH Of TRAVEL 4'0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4, LANG.. WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS. SIGNS, GABINETS. OR OTHER OBSTRUCTIONS ARE ALLOWED M THE RAMP OR PATH OF TRAVEL. 03 WHEN A WOTAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. Q PLACE THE DETECTABLE WARNINGS (TRUNCATED COMES)AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL. THE CURB SHALL BE HAND FORMED TO FILL THE GAP. Q5 ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'O° MIA. IN DIRECTION OF TRAVEL AND SHALL EXTENO THE FULL WIDTH (3'0" OR 4'0° TVP.) OF THE CURB RAMP. THIS 2'0" BY 3'0" OR 4'0" WIDTH (TYP.)TRUNCATED DOME AREA SHALL COMRAST VISUALLY WITH THE ADJACENT WALK- ING SURFACE THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT (GRAY OR BUFF TYPICALLY( COLOR WHEN THE ADJACENT 51OEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED OR DARK GRAY TYPICALLY)WHEN THE ADJACENT SIDEWALK IS Au GRAY CEMENT COLOR. © 4'0° MIR FOR NEW CDNSTRUCIION. 3'0" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE CURB CUT WIDTH EXCEEDS 4'O'.THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. 4mp.oVmFEB. 20.2004 STATE OF MINNESOTA SPECIFICATION 5TANDARD - - - - - - DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 2521 N0. PEDESTRIAN CURB RAMP 2531 7036E STATE DE -ST EHGINETRFOR THE HANDICAPPED anlsla AATL a -t4-2004 1 OF 2 UNDER CURB MOUNTABLE CURB NTS RAMP/LANDING 00000 00000 000000 p O O r5 00000 z 00000 00000 a 00000 O0O0O 0'0'0' 1.G-24" EDGE OF T DETECTABLE WARNING O.6S'MIN TRUNCATED DOME (SEE DETAIL BELOW] PIAN VIEW 50%b5% OF BASE 0 INTEGRAL DOME O. NOTES: BASE 0 1. THE DETECTABLE WARNING SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP (EXCLUSIVE OF FLARED SIDES) AND SHOULD EXTEND ONLY 2 FEET IN THE DIRECTION OF TRAVEL 2. THE DETECTABLE WARNING SURFACES SHALL BE YELLOW. 3. ENSURE CONFORMANCE TO LATEST EDITION OF AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS. 4 DETECTABLE WARNING NTS RURAL URBAN (TYPICAL SPEEDS 40 MPH (TYPICAL SPEEDS AND ABOVE) BELOW 40 MPH) 12' ` 2 9' 7' - EXPRESSWAY 7' ELEVATIONOR FREEWAY OF TRAVELED 5' - CONVENTIONAL ROAD ROADWAY 7' SHOULDER EDGE OF SHOULDER OR FACE OF CURB \ AS DIRECTED DIVIDED BY ENGINEEER HIGHWAY 7' o LATERAL OFFSET AND VERTICAL CLEARANCE REQUIREMENTS FOR TYPE C & D SIGNS NO SCALE � APPROVED OtSCIOP TY e O STANDAR$OOPLATE N0. REVISED e Y FEB 2009 NINNWWOTA TRUNCATED DOME I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHESTAM 1NNMOT SIGNATURE: I O /- NAME: DYLAN TODD TARR LICENSE NUMBER: W526 H O U a mp poPgql� �ZNm CL Q J Lo D z UJ> W 000 co Ndp w L r' z Q ::D O (j J W z W J W z LZL.ILLJ L7 } U a Do � LL 0 00 0 LL J❑U O W z r J i Q = Q W = 0 F - ❑ W O O � � o U) !W v J O O ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: I PROD. NO.: 20064 1 CIVIL DETAILS C5.2 6" 6 DD IHEREBY CERTIFY THAT THIS PLAN. SPEC IRCATION,ORREPORTWASPREPARED BYMEORUNDER MY DIRECT SUPERVISION 3 3 RJA ANO THAT I AM A DULY LICENSED O O �.. ,'B i Z FTHESSTATELENGINEER U DER THE LAWS aQ w3� NAME:SIGNAURE_ ARR NAME: DYLANTOD TARR10' 1DDATE: 06!01!21 LICENSE NUMBER:5T525 HEIGHT OF CURB BOX z UNDISTURBED SOIL UNDISTURBED SOI w TO BE ADJUSTED TO w PROPOSED GRADING PART BENDB' PLAN 'A' a I PLAN R I 0 WI (STEEL POST w I w d PAINTED BLUE FILL AS m n IL nmp NECESSARY ffl�S o ¢ Vn NOT LESS45 w Z EXTENSION ROD � WZ COPPER WATER SERVICE THAN 6" o o z O g 0 CURB BOX SECTION 'A' m N a ❑ a MPLS PATTERN CORP. COCK BOX SECTION 'B' ..i - AT BEND h 6 NOTE: W COPPER z .. 2500 PSI CONCRETE 1. COVER FITTINGS ENCASED IN CONCRETE WITH WATERMAIN '4q. - 2g DAY STRENGTH POLYETHYLENE OR BUILDING PAPER PRIOR TO "PIG TAIL" 45 9p POURING. SANITARY SEWER-' SOLID CONCRETE BLOCK 2. CONCRETE BLOCKING SHALL BE POURED AGAINST MIN 4" THICK _ ) i z FIRM, UNDISTURBED GROUND. _. _ MIN 8" % 12" _ 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR 1. ALL OF M GRADE B CONCRETE IN CONFORMANCE WITH Mn/DOT 3 NOTE: TRENCH 4. ALL METAL PARTS OF TIE ROD OR STRAP TYPE ALL CURB BOXES LOCATED WITHIN PAVEMENT W RESTRAINTS SHALL BE GALVANIZED OR COATED WITH SHALL HAVE FORD SERIES A LID COVERS / a.•,_ NOT LESS H - ASPHALTIC TYPE RUSTPROOFING. PLACED OVER THE RISERS (SEE STD PLATE 207) _ '\p 9 O THAN 6" 0 0 WATER SERVICE DETAIL �/ m, ��•' SECTION 'AA' NO SCALE _ WATERMAIN CONCRETE BLOCKING QUANITIES ELL = - COVER FITTING ENCASED - _ IN CONCRETE WITH PLAN 'AA' POLYETHYLENE OR = = BUILDING PAPER PRIOR TO POURING APPROVED 'c APPROVED APPROVED CC1TYOF STANDARD PLATE N0. CC1TYOF STANDARD PLATE NO. C`ITY°F STANDARD PLATE NO. LJ - REVISED Oise '200 REVISED Oise O 202 REVISED Oise O '20'20 O s 3-19-13 ��'iY NINN6aOTA y ��YY MINN6aOTA _ 3-19-13 �i MINNESOTA Q W W Z W J LL Z oD� Z U) Lu W U a 00 D LL O QO O LL _1 0 0 ADJUST TO FINISHED O W z FINISHED GROUND AS SPECIFIED J > Q = GRADE Q W = _ �� VALVE BOX ASSEMBLY z CVC Lij W 0 C Q 0 BASE, VALVE & BLOCKS ;n TO BE WRAPPED WITH �O�rr�� W tri 2 LAYERS OF 4 MIL (D W PLASTIC W i - z U) s WATERMAIN, VALVE BOXO SIZE VARIES ALIGNMENT DEVICE ORIGINAL ISSUE DATE: 05/28/2021 SOLID CONCRETE BLOCKS LL MIN 4" THICK REVISIONS: MIN 8" X 12" NOTES: 1. ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO 3 BRING THE OPERATING NUT TO BE 2' FROM THE SURFACE. 3 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE k CORE -BLUE OR 316 STAINLESS STEEL. 3 TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION PROJ. NO.: 20064 10" & UNDER WATERMAIN Eu NO SCALE CIVIL DETAILS APPROVED 4TY OP OtSe STANDARD PLATE N0.Alk -Y REVISED 205 x C5.3 N IF THIS SHEET DOES NOT MEASURE 22"64", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. PIPE SIZE TEE or PLUG i� llS BEND (45° BEND) AND LI6 BEND (22.5°) 6" 0.22 CuYds 0.15 CuYds FORD SERIES A LID COVER g" 0.27 CuYds 8" 0.08 CuYds FINISHED GRADE 0.32 CuYds 0.48 CuYds (BITUMINOUS) .12" 0.37 CuYds 0.73 CuYda 0.21 CuYds 16" 0.53 CuYds 1.73 CuYds 0.49 CuYds 20" 0.82 CuYds CLASS 5 0.95 CuYds 24" CURB STOP COVER FOR 5.77 CuYds 1.63 CuYds DRIVEWAY INSTALLATION � z NO SCALE APPROVED clTr OF O�cn O J G STANDARD PLATE N0. REVISED 3-19-13 MINNESOTA WATERMAIN PIPE SIZE TEE or PLUG CROSS W! 2 PLUGS (i.e. 90* BEND) llS BEND (45° BEND) AND LI6 BEND (22.5°) 6" 0.22 CuYds 0.15 CuYds 0.05 CuYds g" 0.27 CuYds 0.29 CuYds 0.08 CuYds 70" 0.32 CuYds 0.48 CuYds 0.14 CuYds .12" 0.37 CuYds 0.73 CuYda 0.21 CuYds 16" 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 Z I� i> i3 i� jo i= 1� 110 z I iW METER TURN RPZ G- STEEL POST j I` BALL VALVE PAINTED BLUE IW I I I TOP SECTION I FILL AS j j OF GATE I NECESSARY I i VALVE BOX QS I I I I z i I � z N � ®SIZE VARIABLE FOR SERVICE LINE--' ;n -EXTENSION r CORP. COCK CURB BOX MPLS PATTERN WATERMAIN SOLID CONCRETE BLOCK MIN 4" THICK MIN 8" % 12" REFERENCE NOTES: � IRRIGATION LINES OF 2" OR LESS SHALL BE WET TAPPED. SADDLES SHALL BE USED FOR ALL CONNECTIONS TO 6" DIAMETER OR SMALLER WATERMAINS. 3 ® IRRIGATION LINES LARGER THAN 2" SHALL CONNECT TO THE WATERMAIN BY CUTTING IN A MINIMUM 4" DIAMETER TEE AND A GATE VALVE. IF THE REQUIRED IRRIGATION SERVICE IS SMALLER THAN 4"DIAMETER A CORPORATION OF THE REQUIRED SIZE SHALL BE WET TAPPED INTO THIS PIPE OR INTO A CAP AT THE END OF THE PIPE. - D WATER METER SHALL BE OBTAINED AT CITY HALL ALL SERVICE LINES SHALL BE COPPER TO CURB STOP. ALL ABOVE GROUND EQUIPMENT SHALL BE ENCLOSED BY A METAL OR OTHER APPROVED STRUCTURE AND SHALL BE LEVEL AND MOUNTED ON A CONCRETE PAD. - IRRIGATION SERVICE DETAIL NO SCALE c APPROVED 3-19-18 CITY OF LSQ O �� G !!!YY MINNESOTA g STANDAR' OPLATE N0. REVISED MANUFACTURER'S INSTRUCTIONS. SEE TYPICALS BELOW. SEWER PIPE / R ADIUS ALLOWED BASE INTEGRALLY CAST COMPRESSION GASKET SEAL SEWER I — .. ' j I GASKET POSITIVE MECHANICAL SEALS FLEXIBLE SLEEVE INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. CLEAN AREA AROUND JOINTS WITH WIRE BRUSH AND WHISK BROOM PRIOR TO PLACING JOINT SEALS. �-- EXPANSION BANDS B" MIN f RESTRAINING HOOP CENTERED PLEATED RUBBER SLEEVE ON JOINT } _ LESS THAN 3' (FOR USE ON ALL WATER NOTES MANHOLETABLE 1. RUBBER SLEEVE SHALL BE A MIN. OF 3/16" THICK.x JOINTS 2. 1 3/4" WIDE EXPANSION BANDS, 16 GAUGE FROM 3' STAINLESS STEEL ALL NUTS, BOLTS OR SCREWS ABOVE SHALL BE STAINLESS STEEL. THE 3. RESTRAINING HOOP SHALL BE 5/16" DIA. WATER STAINLESS STEEL, PLACED BETWEEN PLEATS OF TABLE TO RUBBER SLEEVE. 10' BELOW �• THE ' INFI-SHIELD EXTERNAL GATOR WRAP WATER TABLE) SLEEVE NOTES: SDR 26 PVC SERVICE PIPE SIZE AS SHOWN FLEXIBLE SLEEVE SHALL BE NEOPRENE MATERIAL NOTES MEETING THE REQUIREMENTS OF ASTM C-443 aI OR AS APPROVED - FLE%ISLE SLEEVE DIMENSIONS SHALL CONFORM - TO PRODUCERS STANDARDS. - TYPICAL WATER TIGHT SEALS - G NO SCALE APPROVED al lcn P O t§ STANDARD NO. - REVISED VARIES MINNESOTA - REVISED INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. CLEAN AREA AROUND JOINTS WITH WIRE BRUSH AND WHISK BROOM PRIOR TO PLACING JOINT SEALS. �-- EXPANSION BANDS B" MIN f RESTRAINING HOOP CENTERED PLEATED RUBBER SLEEVE ON JOINT } _ LESS THAN 3' (FOR USE ON ALL WATER NOTES MANHOLETABLE 1. RUBBER SLEEVE SHALL BE A MIN. OF 3/16" THICK.x JOINTS 2. 1 3/4" WIDE EXPANSION BANDS, 16 GAUGE FROM 3' STAINLESS STEEL ALL NUTS, BOLTS OR SCREWS ABOVE SHALL BE STAINLESS STEEL. THE 3. RESTRAINING HOOP SHALL BE 5/16" DIA. WATER STAINLESS STEEL, PLACED BETWEEN PLEATS OF TABLE TO RUBBER SLEEVE. 10' BELOW �• THE ' INFI-SHIELD EXTERNAL GATOR WRAP WATER TABLE) N IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. NOTE: 1. PLUGS/CAPS SHALL BE PUSH ON/IN FITTINGS WITH SNUG FR ELASTOMERIC JOINTS. 2. TEMPORARY PLUGS/CAPS SHALL BE OF SAME MATERIAL AS THE PIPE WITH WATER TIGHT SEALS. MIN 4' ABOVE GROUND MARK WITH GREEN PAINT SDR 26 PWG OR CAP 13 r6 LF SDR 26 I u PIPE I. 1./4"/FT 'BEND SDR 26 PVC SERVICE PIPE SIZE AS SHOWN TOWARD PIPE AS SHOWN NOTES 10' WYE BRANCSANITARY * DEEP SANITARY MAIN 1. EPDM FLEXIBLE RUBBER SLEEVE - - SERVICE CONNECTION C ENCA6" APPROVED STEPS PER 30 MILS THICK MINIMUM THIMAIN SHALL BE PER ASTM C478. k. SERVICE SHALL 2. NON -HARDENING BUTYL MASTIC VARIES AS SHOWN ON - REVISED VARIES ADHESIVE - 30 MILS THICK STANDARD PLATE N0. " 3-19-13 TO FIRST STEP IS 24". MIN NHSOTA (� _ II II (FOR USE ON ALL I II I II REVISED 6" MIN. CENTERED 6" MIN. ON JOINT OVERLAP I I I I MANHOLE y 3 -19 -IB I MINNESOTA - JOINTS FROM 10' TO 30' BELOW THE WATER TABLE) MANHOLE JOINT SEAL _ NO SCALE APPROVED OInTY OF REVISED3-19-13OTA Qt STANDAR314LATE N0. N IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. NOTE: 1. PLUGS/CAPS SHALL BE PUSH ON/IN FITTINGS WITH SNUG FR ELASTOMERIC JOINTS. 2. TEMPORARY PLUGS/CAPS SHALL BE OF SAME MATERIAL AS THE PIPE WITH WATER TIGHT SEALS. MIN 4' ABOVE GROUND MARK WITH GREEN PAINT SDR 26 PWG OR CAP 13 r6 LF SDR 26 I u PIPE I. 1./4"/FT INVERT 10' FROM FINISHED GROUND ELEVATION AT PROPERTY UNE COMPACTED BACKFILL SDR 26 PVC PIPE RISER (TYPJ SERVICE CONNECTION AT 10 OR 2 O'CLOCK POSITION ENCASE IN CONCRETE MINIMUM 6" THICK 'BEND SDR 26 PVC SERVICE PIPE SIZE AS SHOWN TOWARD PIPE AS SHOWN ON PLANS SIZE VARIES WYE BRANCSANITARY * DEEP SANITARY MAIN SONCRETE SHALL BE PER MNDOT SERVICE CONNECTION C ENCA6" APPROVED STEPS PER NO SCALE MINIMUM THIMAIN SHALL BE PER ASTM C478. UNE SERVICE SHALL PER STD PLATE 414 VARIES AS SHOWN ON - REVISED VARIES PLAN INVERT 10' FROM FINISHED GROUND ELEVATION AT PROPERTY UNE COMPACTED BACKFILL SDR 26 PVC PIPE RISER (TYPJ SERVICE CONNECTION AT 10 OR 2 O'CLOCK POSITION ENCASE IN CONCRETE MINIMUM 6" THICK FORM 1/2 PIPE SECTION OF�(. •iJl 1\•:1\ LARGEST DIAMETER PIPE X GROUT BOTTOM TO SLOPE SANITARY MAIN -, TOWARD PIPE AS SHOWN 12" CLEAR 2D D 2D SIZE VARIES m SECTION A -A DEEP SANITARY MAIN FRAME & CASTING (SEE SHALL BE PER MNDOT SERVICE CONNECTION 4020 WITH 27" APPROVED STEPS PER NO SCALE STEEL REINFORCING SHALL BE PER SHALL BE PER ASTM C478. ADJUSTING RING(S) _ APPROVED PER STD PLATE 414 CITnY OF BE PER ASTM 443C - REVISED VARIES O�SG JG STANDARD PLATE N0. " 3-19-13 TO FIRST STEP IS 24". MIN NHSOTA (� _ FORM 1/2 PIPE SECTION OF�(. •iJl 1\•:1\ LARGEST DIAMETER PIPE X NOTE: INSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WITHIN 2' OF STORM SEWER PIPE WATER OR SANITARY SEWER PIPE POLYSTYRENE INSULATION BOARD MnDOT 3760. AASNTO M 230 STORM PIPE _w PLAN GROUT BOTTOM TO SLOPE PRECAST OR INTEGRAL TOWARD PIPE AS SHOWN 12" CLEAR 2D D 2D BY ARROWS m SECTION A -A MANHOLE COVER SLAB FRAME & CASTING (SEE SHALL BE PER MNDOT MH &; CB SCHEDULE) 4020 WITH 27" APPROVED STEPS PER ECCENTRIC OPENING STEEL REINFORCING SHALL BE PER SHALL BE PER ASTM C478. ADJUSTING RING(S) ASTM C478. WATERTIGHT JOINTS PER STD PLATE 414 " Z i�+`�. BE PER ASTM 443C b VARIES A PRECAST OR CAST -IN-PLACE MAXIMUM DISTANCE FROM RIM - J TO FIRST STEP IS 24". NOTE: INSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WITHIN 2' OF STORM SEWER PIPE WATER OR SANITARY SEWER PIPE POLYSTYRENE INSULATION BOARD MnDOT 3760. AASNTO M 230 STORM PIPE _w PLAN STEPS 16" D.C.— PRECAST OR INTEGRAL MINIMUM 12" CLEAR 2D D 2D CONCRETE MANHOLE BASE m MANHOLE TO BE CONSTRUCTED OF PER MNDOT 4011. STAGGER JOINTS PROFILE - PRECAST CONCRETE SECTIONS. o, APPROVED STEPS PER SLOPED TO PROVIDE SMOOTH STEEL REINFORCING SHALL BE PER SHALL BE PER ASTM C478. MN/DOT STANDARD ASTM C478. WATERTIGHT JOINTS FT. PLATE 4180SHALL BE PER ASTM 443C A VARIES A PRECAST OR CAST -IN-PLACE (STORM SEWER) - J SEAL PIPES LOWER SECTION II II WITH GROUT I I I II I II REVISED o II it I I II I I I I I II I it I I FLOW I IIS I II y 3 -19 -IB NOTE: INSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WITHIN 2' OF STORM SEWER PIPE WATER OR SANITARY SEWER PIPE POLYSTYRENE INSULATION BOARD MnDOT 3760. AASNTO M 230 STORM PIPE _w PLAN MIN. 6" PRECAST OR PRECAST OR INTEGRAL MINIMUM 12" CLEAR 2D D 2D CONCRETE MANHOLE BASE m INSULATION BOARD MIN, 4" THICKNESS PER MNDOT 4011. STAGGER JOINTS PROFILE MANHOLE INVERT SHALL BE o, SECTIONS. STEEL REINFORCING SLOPED TO PROVIDE SMOOTH a SHALL BE PER ASTM C478. FLOW FROM INLET TO OUTLET. -N MAXIMUM FILL HEIGHT 15 FT. WATERTIGHT JOINTS SHALL BE SLAB—TOP MANHOLE -- PER ASTM 443C (STORM SEWER) - J NO SCALE APPROVED 0 CITY OF ITY O STANDARD PLATE NO. REVISED IFLbw IL.M.-O G 400 y 3 -19 -IB I MINNESOTA NOTE: INSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WITHIN 2' OF STORM SEWER PIPE WATER OR SANITARY SEWER PIPE POLYSTYRENE INSULATION BOARD MnDOT 3760. AASNTO M 230 STORM PIPE _w PLAN D LENGTH 3D INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE ^ APP § STANDARD PLATE N0. Oteao r REVISED J MARCH 2005 NIN MHHOTA FORM 1/2 PIPE SECT LARGEST DIAMETER PI --Z� —GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTION A -A BY ARROWS FRAME & CASTING (SEE MH & CB SCHEDULE). ADJUSTING RINGS) PER STD PLATE 414 27 MAXIMUM DISTANCE FROM RIM PRECAST ECCENTRIC x TO FIRST STEP IS 24". REDUCER SECTION _ s MIN. 6" PRECAST OR _ MINIMUM 12" CLEAR 2D D 2D TWO LAYERS OF OTAL_WIDTH INSULATION BOARD MIN, 4" THICKNESS 50 MIN. STAGGER JOINTS PROFILE D LENGTH 3D INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE ^ APP § STANDARD PLATE N0. Oteao r REVISED J MARCH 2005 NIN MHHOTA FORM 1/2 PIPE SECT LARGEST DIAMETER PI --Z� —GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTION A -A BY ARROWS FRAME & CASTING (SEE MH & CB SCHEDULE). ADJUSTING RINGS) PER STD PLATE 414 27 MAXIMUM DISTANCE FROM RIM PRECAST ECCENTRIC x TO FIRST STEP IS 24". REDUCER SECTION _ s I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UN DER TH E IAWS OF THE STATE MINNESOT SIGNATURE: i. NAME: DYLAN TOD9 TARR DATE: Q6 01/21 UCENSE NUMBER:5T526 0 q a rNi r�� rmp O, h0 LYZN� W LU Q H = w q > z NoIS coNdO � J W F— NZ Q rD O V JLL, w —1 Lu z Z U) LLJ U ::) LL 00 0 LL_j0U Lu Q = Q LLJ = F— 0 L E Lu 0 Q rO LLJ V U) Lu O F- 0 ORIGINAL ISSUE DATE: 05/28/2021 REV161ON5: I PROJ. NO.: 20064 1 CIVIL DETAILS C5.4 MIN. 6" PRECAST OR _ STEPS AS PER MN/DOT STANDARD PLATE 4180J MANHOLE TO BE CONSTRUCTED 16"O.Cl BASE MANHOLE INVERT SHALL BE PER MNDOT 4011. oSLOPED TO PROVIDE SMOOTH OF PRECAST CONCRETE FLOW FROM INLET TO OUTLET STORM SEWER STANDARD SECTIONS. STEEL REINFORCING _ NO SCALE a SHALL BE PER ASTM C478. " STANDARDOPLATE N0. REVISED WATERTIGHT JOINTS SHALL BE SEAL PIPES > PER ASTM 443C ` WITH GROUT IFLbw IL.M.-O A I I I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UN DER TH E IAWS OF THE STATE MINNESOT SIGNATURE: i. NAME: DYLAN TOD9 TARR DATE: Q6 01/21 UCENSE NUMBER:5T526 0 q a rNi r�� rmp O, h0 LYZN� W LU Q H = w q > z NoIS coNdO � J W F— NZ Q rD O V JLL, w —1 Lu z Z U) LLJ U ::) LL 00 0 LL_j0U Lu Q = Q LLJ = F— 0 L E Lu 0 Q rO LLJ V U) Lu O F- 0 ORIGINAL ISSUE DATE: 05/28/2021 REV161ON5: I PROJ. NO.: 20064 1 CIVIL DETAILS C5.4 MIN. 6" PRECAST OR _ INTEGRAL CONCRETE mMANHOLE BASE MANHOLE INVERT SHALL BE PER MNDOT 4011. oSLOPED TO PROVIDE SMOOTH FLOW FROM INLET TO OUTLET STORM SEWER STANDARD MANHOLE _ NO SCALE c APPROVED CIT/Y� OF STANDARDOPLATE N0. REVISED O�SO 1 3 -19 -IB J G HIN HES OTA I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UN DER TH E IAWS OF THE STATE MINNESOT SIGNATURE: i. NAME: DYLAN TOD9 TARR DATE: Q6 01/21 UCENSE NUMBER:5T526 0 q a rNi r�� rmp O, h0 LYZN� W LU Q H = w q > z NoIS coNdO � J W F— NZ Q rD O V JLL, w —1 Lu z Z U) LLJ U ::) LL 00 0 LL_j0U Lu Q = Q LLJ = F— 0 L E Lu 0 Q rO LLJ V U) Lu O F- 0 ORIGINAL ISSUE DATE: 05/28/2021 REV161ON5: I PROJ. NO.: 20064 1 CIVIL DETAILS C5.4 GROUT BOTTOM TO SLOPE JBY ARD PIPE AS SHOWN ARROWS. APE TOP VIEW CASTING NEENAH 3067 OR EQUIVALENT WITH DL OR DR GRATE ADJUSTING RING(S) PER STD PLATE 414 WALL TO BE PRECAST SECTION OR CONCRETE SEWER BLOCK SEAL WITH PRECAST OPENINGS GROUT AS REQUIRED GROUT INVERT AS SHOWN ABOVE RECTANGULAR 3'-6" X 4'-6" SECTION A -A NOTES: g 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB. 2. MANHOLE STEEL REINFORCING SHALL BE PER ASTM C478. 2' x 3' CATCH BASIN 7. NO SCALE APPROVED CITY �OF tse STANDARD PLATE N0. E REVISED J(; 410 < y 3-19-18 NIN N 6f OTA N IF THIS SHEET DOES NOT MEASURE 22"x34". IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. 1 GROUT BOTTOM TO SLOPE 1.0 5" / ` FORM 1/2 PIPE SECTION OF • I LARGEST DIAMETER PIPE l• A `I I GROUT BOTTOM TO SLOPE - TOWARD PIPE AS SHOWN �Ti SECTION A -A BY ARROWS I CASTING NEENAH 3067 PIPE OR EQUIVALENT WITH DL OR DR GRATE ADJUSTING RING(S) PER STD PLATE 414 TOP OF CURB Mn/DOT PLATE NO. 4143 FLOW CASTING NEENAH R-4342 LINE 'o _� 00 COVER SLAB OR EQUIVALENT STOOL 4" Mn/DOT 4022 TYPE GRATE 1 CONCRETE FRAME PER MAXIMUM DISTANCE -STEPS AS PER 5 FROM RIM TO PRECAST SEGMENTS AS Mn/DOT PLATE NO. 4143 FIRST STEP IS 24". '� MN/DOT STANDARD REQUIRED IN 1 FOOT FIRST STEP IS 24". PLATE 4180 PLATE 4180 MULTIPLES ISTEPS •: T48" 16"O.C. I�-16' O.C. 1 PRECAST LOWER SECTION 48" A SEAL PIPE'6' MINIMUM 36" HIGH MAXIMUM A —SEAL PIPE WITH GROUT 48" HIGH Mn/DOT PLATE WITH GROUT 4005L LOWER SECTION E L "L MIN. 6" PRECAST OR 4'-0" 0' T INTEGRAL CONCRETE NOTES: - MANHOLE INVERT SHALL BE MANHOLE BASE .I PER MNDOT 4011. MANHOLE STEEL REINFORCING NOTES:51-411MANHOLE INVERT SHALL BE - MANHOLE BASE SLOPED TO PROVIDE SMOOTH FLOW FORM INLET TO OUTLET. STANDARD STORM MANHOLE -YARD INLET MANHOLE STEEL REINFORCING SHALL BE PER ASTM C478. (SEE SECTION A -A) SECTION A -A STANDARD STORM MANHOLE - CATCH BASIN - MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET - NO SCALE 0t APPROVED CITY OF STANDAR409LATE N0. NtaiSOTT - 3-19-18 REVISED p O�SG J STANDAR406LATE N0. 3-19-18 MINNESOTA GROUT BOTTOM TO SLOPE JBY ARD PIPE AS SHOWN ARROWS. APE TOP VIEW CASTING NEENAH 3067 OR EQUIVALENT WITH DL OR DR GRATE ADJUSTING RING(S) PER STD PLATE 414 WALL TO BE PRECAST SECTION OR CONCRETE SEWER BLOCK SEAL WITH PRECAST OPENINGS GROUT AS REQUIRED GROUT INVERT AS SHOWN ABOVE RECTANGULAR 3'-6" X 4'-6" SECTION A -A NOTES: g 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB. 2. MANHOLE STEEL REINFORCING SHALL BE PER ASTM C478. 2' x 3' CATCH BASIN 7. NO SCALE APPROVED CITY �OF tse STANDARD PLATE N0. E REVISED J(; 410 < y 3-19-18 NIN N 6f OTA N IF THIS SHEET DOES NOT MEASURE 22"x34". IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. CURB 4" PERFORATED PIPE LONGITUDINAL P.A.B. DRAINS V BELOW SUBGRADE (MAY BE ADJACENT T0, BELOW, OR ABOVE STORM SEWER) CURB TOP VIEW BITUMINOUS WEAR COURSE BITUMINOUS NON -WEAR COURSE CLASS 5 AGGREGATE BASE CLASS 3 or 4 AGGREGATE T SUB -BASE �I. L J—APPROVED SUBGRADE 12" COARSE FILTER AGGREGATE MN/DOT SPEC. 3149 E GEOTEXTILE FABRIC MN/DOT SPEC. 3733, TYPE 1 ON ALL SIDES OF COASE FILTER AGGREGATE SOLID 4" DIA. PERFORATED PIPE MN/DOT SPEC. 3245 NOTES: a 1. MINIMUM 25' OUT OF CATCH BASINS. (HAUNCH BOTTOM Y3 OF PIPE) 2. MINIMUM SLOPE OF PERFORATED PIPE SHALL BE 1%. NO SCALE v APPROVED CITY OF �tse STANDARD PLATE NO. 1 _ REVISED JG y NIN NFS OTAv 1 GROUT BOTTOM TO SLOPE 1.0 5" / ` FORM 1/2 PIPE SECTION OF I LARGEST DIAMETER PIPE A `I A GROUT BOTTOM TO SLOPE - TOWARD PIPE AS SHOWN �Ti BY ARROWS I SECTION Am A PIPE CONCRETE FRAME PER Mn/DOT PLATE NO. 4143 CASTING NEENAH R-4342 CASTING NEENAH R-4342 OR EQUIVALENT STOOL COVER SLAB OR EQUIVALENT STOOL TYPE GRATE Mn/DOT 4020 TYPE GRATE 1 CONCRETE FRAME PER MAXIMUM DISTANCE STEPS AS PER^- T Mn/DOT PLATE NO. 4143 FROM RIM TO MN/DOT STANDARD FIRST STEP IS 24". PLATE 4180 ISTEPS 16"O.C. 48" 27" A —SEAL PIPE - A WITH GROUT E 4002. CONE SECTION DETAILS OF L GROUT INVERT AS SHOWN ABOVE MANHOLE STEEL REINFORCING 4'-0" 0' T SHALL BE PER ASTM C478. NOTES: - MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH MIN. 6" PRECAST OR MANHOLE STEEL REINFORCING FLOW FROM INLET TO OUTLET E SHALL BE PER ASTM C478. MANHOLE BASE STANDARD STORM MANHOLE -YARD INLET NO SCALE tv SECTION A -A - OF o HK.SED 0t STANDARDLATE NO. 08Q y STANDAR409LATE N0. NtaiSOTT - 3-19-18 CURB 4" PERFORATED PIPE LONGITUDINAL P.A.B. DRAINS V BELOW SUBGRADE (MAY BE ADJACENT T0, BELOW, OR ABOVE STORM SEWER) CURB TOP VIEW BITUMINOUS WEAR COURSE BITUMINOUS NON -WEAR COURSE CLASS 5 AGGREGATE BASE CLASS 3 or 4 AGGREGATE T SUB -BASE �I. L J—APPROVED SUBGRADE 12" COARSE FILTER AGGREGATE MN/DOT SPEC. 3149 E GEOTEXTILE FABRIC MN/DOT SPEC. 3733, TYPE 1 ON ALL SIDES OF COASE FILTER AGGREGATE SOLID 4" DIA. PERFORATED PIPE MN/DOT SPEC. 3245 NOTES: a 1. MINIMUM 25' OUT OF CATCH BASINS. (HAUNCH BOTTOM Y3 OF PIPE) 2. MINIMUM SLOPE OF PERFORATED PIPE SHALL BE 1%. NO SCALE v APPROVED CITY OF �tse STANDARD PLATE NO. 1 _ REVISED JG y NIN NFS OTAv REFERENCE NOTES: ® ONLY POLYPROPYLENE PIPE (PP) ALLOWED IN VEHICLE TRAFFIC AREAS. CORREGATED POLYETHYLENE (CP) OR HIGH DENSITY POLYETHYLENE (HDPE) ONLY ALLOWED IN GREEN AREAS. ® PIPE BEDDING SHALL BE FINE AGGREGATE BEDDING PER MNDOT 3149.6.1 OF SELECT GRANULAR MATERIAL PER MNDOT 3149.8.2 FINISHED GROUND — PIPE BEDDING 4"-6" PIPE BEDDING. D® DI - INSIDE DIAMETER PIPE DIAMAXIMUM COVER FT NOT COMPACT BY ANY Do = OUTSIDE DIAMETER IN CP PP 12 12 18 MEANS PRIOR TO PIPE 16 12 to PLACEMENT. 1e 1z 16 24 12 16 30 12 16 36 12 14 42 12 14 CONSTRUCTION NOTES: 49 12 14 1. MAXIMUM NOMINAL PIPE DIAMETER IS 48" FOR STORM SEWER ANDCULVERTS. 2. MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF PLASTIC PIPE IS 1". 3. PLASTIC PIPE IS NOT ALLOWED WITHIN THE WATER TABLE. DO NOT PERFORM PIPE INSTALLATION, EMBEDMENT COMPACTION, OR DEFLECTION TESTING IN STANDING WATER. 4. BACKFILL SHALL BE COMPACTED EVENLY AND SIMULTANEOUSLY IN 6" LIFTS ON EACH SIDE OF THE PIPE UP TO 12" ABOVE THE PIPE WHEN COMPACTED. 5. A PASSING DEFLECTION TEST IS REQUIRED FOR ACCEPTANCE OF PIPE. 6. PROTECT ALL PIPE UNDER SHALLOW COVER FROM DAMAGE FROM HEAVY LOADING DURING CONSTRUCTION AND PER MNDOT 2501 do 2503. PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR STORM DRAINS AND CULVERTS NO SCALE APPROVED �SQ O STANDARDPLATEN0. 1 REVISED J G NINNE. C.�. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TH E LAWS of THE BTATE MINNLSOT SIGNATURE: NAME: DYLAN TOD9 TARR DATE:O6IU7 21 LICENSE NUMBER:S7525 0- a z N 0 8. m K OC6 C1 �z�& w Mi!Q o >wz Z Woo3 Tao � J LU LU I -- Z O UJ bj Z w w Z_ 06 Z (o > W UELOoD DD LL O O LL. _I ❑ U O > Q = Q w = C7 w0�� O ao w O I— O ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: I PROD. NO.: 20064 1 CIVIL DETAILS C5.5 GROUT BOTTOM TO SLOPE 1.0 5" / ` TOWARD PIPE AS SHOWN I BY ARROWS. A `I A - 2�. �Ti Oq I PIPE TOP VIEW CASTING NEENAH R-4342 OR EQUIVALENT STOOL TYPE GRATE CONCRETE FRAME PER Mn/DOT PLATE NO. 4143 5„ . NOTES: AS AN OPTION, BRICK OR CONCRETE BLOCK MASONRY MAY BE USED. 27" SEAL PIPE FOR MATERIALS AND CONSTRUCTION WITH GROUT METHODS. SEE MN/DOT PLATE NO. 4002. CONE SECTION DETAILS OF 4002 DO NOT APPLY. GROUT INVERT AS SHOWN ABOVE MANHOLE STEEL REINFORCING SLOPE FT. SHALL BE PER ASTM C478. E MIN. 6" PRECAST OR 2-1 INTEGRAL CONCRETE 40" DIA. MANHOLE BASE PER MNDOT 4011. tv SECTION A -A - 27" PRECAST CATCH BASIN YARD INLET o NO SCALE APPROVED "v O�SG CITnY OF JG O STANDAR409LATE N0. REVISEDRp - 3-19-18 MINNESOTA REFERENCE NOTES: ® ONLY POLYPROPYLENE PIPE (PP) ALLOWED IN VEHICLE TRAFFIC AREAS. CORREGATED POLYETHYLENE (CP) OR HIGH DENSITY POLYETHYLENE (HDPE) ONLY ALLOWED IN GREEN AREAS. ® PIPE BEDDING SHALL BE FINE AGGREGATE BEDDING PER MNDOT 3149.6.1 OF SELECT GRANULAR MATERIAL PER MNDOT 3149.8.2 FINISHED GROUND — PIPE BEDDING 4"-6" PIPE BEDDING. D® DI - INSIDE DIAMETER PIPE DIAMAXIMUM COVER FT NOT COMPACT BY ANY Do = OUTSIDE DIAMETER IN CP PP 12 12 18 MEANS PRIOR TO PIPE 16 12 to PLACEMENT. 1e 1z 16 24 12 16 30 12 16 36 12 14 42 12 14 CONSTRUCTION NOTES: 49 12 14 1. MAXIMUM NOMINAL PIPE DIAMETER IS 48" FOR STORM SEWER ANDCULVERTS. 2. MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF PLASTIC PIPE IS 1". 3. PLASTIC PIPE IS NOT ALLOWED WITHIN THE WATER TABLE. DO NOT PERFORM PIPE INSTALLATION, EMBEDMENT COMPACTION, OR DEFLECTION TESTING IN STANDING WATER. 4. BACKFILL SHALL BE COMPACTED EVENLY AND SIMULTANEOUSLY IN 6" LIFTS ON EACH SIDE OF THE PIPE UP TO 12" ABOVE THE PIPE WHEN COMPACTED. 5. A PASSING DEFLECTION TEST IS REQUIRED FOR ACCEPTANCE OF PIPE. 6. PROTECT ALL PIPE UNDER SHALLOW COVER FROM DAMAGE FROM HEAVY LOADING DURING CONSTRUCTION AND PER MNDOT 2501 do 2503. PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR STORM DRAINS AND CULVERTS NO SCALE APPROVED �SQ O STANDARDPLATEN0. 1 REVISED J G NINNE. C.�. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TH E LAWS of THE BTATE MINNLSOT SIGNATURE: NAME: DYLAN TOD9 TARR DATE:O6IU7 21 LICENSE NUMBER:S7525 0- a z N 0 8. m K OC6 C1 �z�& w Mi!Q o >wz Z Woo3 Tao � J LU LU I -- Z O UJ bj Z w w Z_ 06 Z (o > W UELOoD DD LL O O LL. _I ❑ U O > Q = Q w = C7 w0�� O ao w O I— O ORIGINAL ISSUE DATE: 05/28/2021 REVISIONS: I PROD. NO.: 20064 1 CIVIL DETAILS C5.5 TYPICAL METAL STEP TYPICAL REINFORCED PLASTIC STEP M1OTES: -IE%5 SNC%N ARE BAS IC UCSI4NC OW OEEPe ASF STFF':c'H 611, BE PERMI Ff OFFICE OF MAIEft'ALS. FEAEANL '0 I£E INC TILL MAINTA. A LTSTINO Ot App PO . E [c5. JRRREN`LY AP?POVED STEPS AREAl- SICEL RC.NF^_RCEJ PLASTIC. SELEC'ION OF fiPPPJVED E'EF .11 EStrA' :5 :HE OFTIOn OF !HC CCNTIOCIOP. ON S:JPFL:CR. A NEOFRIA-- PRGTECTFSE EOATP O OR EJDIVALEnT FOR ?ROSION FROTECr1CN. COAT•.NOS SHALL RE APPP.OVI iERIAL: EAD:NEERPRk xC' ?: AS OTRERAICE NOTED ON THIS PLAIE, S -EPS A.. CCNF.NEN . TPo! CC THC REO !I9T^. CF ASTM Ca TE. ST%%S SHY L EE EMBEDDED 'N 'HE R:SER DR C -xi -AL IDI SECTION NCASLREC IN- THE PONT U C.CD.A THE MIN. CLEAR CISTANC E ECT'AEEA THE R.. LP !E I Sr II OSIIE I HALE RISE, 0R SE I6 IN. MEAS'.'?E0 A �T-E'CDI`ER FACE Of GCRS 511 LL BE SF—AT A ISA x1— CESIGN D1= 1— OF !R 'N. —FT. !2) $N.ILL HAVE A V.:t11N:IM EROSS SECTION 0!MENSICN OF 11N. V NIATM VERTICAL 516. 11M7n'S1CN 'O PREVENT FOOT F- --1111D OFF IS 11 . THE M!NIMLN r10'H OF FJNOS OR r -.:S .TALI BE IC IN. ,—R— DEC. 30. 3946 STATE OF MINNESOTA SPECIFICATION STANDARD .30.1996 DEPARTMENT OF TRANSPORTATION REFERENCE PLATE MANHOLE OR CATCH BASIN STEP 41801 SLATE OEAO!1 G'EII:i ER -- N IF THIS SHEET DOES NOT MEASURE 22•k34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. I HEREBY CERTIFY THAT THIS PI -AN. SPECIFICATION, OR REPORT WAS PREPMED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGIN EER UNDER TH E LAWS OFTHE STATE MINNESOT- SIGNATURE NAME: DYLAN T009 TARR DATE:OE/01/21 LICENSENUMBER'S1526 wo O U a n n � am- s s o D ct� Z ,I � Ioo=gJ C D ~ U, �qa❑ J Lu W L r I— �z I..L o U)J w Z W J W Z rF-rr5 06 Z ,) �>f W U n oo D LL Ocoo LL JpU O > Q = Qw=c� 1-0j� word �a- oLu (D U) W o O ORIGINAL ISSUE DATE: O6/4BI2021 REVISIONS: I PROJ. NO.: 20064 1 CIVIL DETAILS C5.6 5% PREFERRED SLOPE 3.0" BITUMINOUS MAT YA 8% MAX. SLOPE CLASS 5 GRAVEL 4" THICK CONCRETE APRON SECTION A—A 0 NO SCALE II I 3 FT. TRANSITION 10 FT. CONCRETE APRON 1 DROP CURB �x 10 FT. A A \ A CAST IRON TRUNCATED DOME PEDESTRIAN RAMP z INSERTS 3 FT. TRANSITION _--- -- --_-- TYPICAL DROP CURB — BIKE TRAIL ^ NO SCALE APPROVED CITY OF REVISED OLSQ O k STANDAR706LATE NO. Y 3-19-18 MINNESOTA I HEREBY CERTIFY THAT THIS PI -AN. SPECIFICATION, OR REPORT WAS PREPMED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGIN EER UNDER TH E LAWS OFTHE STATE MINNESOT- SIGNATURE NAME: DYLAN T009 TARR DATE:OE/01/21 LICENSENUMBER'S1526 wo O U a n n � am- s s o D ct� Z ,I � Ioo=gJ C D ~ U, �qa❑ J Lu W L r I— �z I..L o U)J w Z W J W Z rF-rr5 06 Z ,) �>f W U n oo D LL Ocoo LL JpU O > Q = Qw=c� 1-0j� word �a- oLu (D U) W o O ORIGINAL ISSUE DATE: O6/4BI2021 REVISIONS: I PROJ. NO.: 20064 1 CIVIL DETAILS C5.6 YA A. 1 0 0 1 ©©®® ®® lm ®®® B7 FmffEmmm ®ClSIZE= ®®®®®®®®®®®®®® ©-®WTI nM��mm��®E��=��EM sms I,1 • I HEREBY CERTIFY THAT THIS PI -AN. SPECIFICATION, OR REPORT WAS PREPMED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGIN EER UNDER TH E LAWS OFTHE STATE MINNESOT- SIGNATURE NAME: DYLAN T009 TARR DATE:OE/01/21 LICENSENUMBER'S1526 wo O U a n n � am- s s o D ct� Z ,I � Ioo=gJ C D ~ U, �qa❑ J Lu W L r I— �z I..L o U)J w Z W J W Z rF-rr5 06 Z ,) �>f W U n oo D LL Ocoo LL JpU O > Q = Qw=c� 1-0j� word �a- oLu (D U) W o O ORIGINAL ISSUE DATE: O6/4BI2021 REVISIONS: I PROJ. NO.: 20064 1 CIVIL DETAILS C5.6 2'-0" 11'-0' 1'-0' 3_p4 I-., 'k. n (CLEARANCE BAR) (CLEARANCE BAR) -3 ,--31n•X31/2•X3116• SQUARE STEEL TUBE 10"110'%1/2"STEEL MOUNTING PLATE _LINE OF D/F SURFACE FRONT VIEW (DUAL LANE) NON -ILLUMINATED DRIVE-THRU STRUCTURE COLORS: NOTES: 1. PAINT TO MATCH ORANGE PMS 165C, GLOSS FINISH. 2. PAINT TO MATCH PINK PMS 219C, GLOSS FINISH. 3. PAINT TO MATCH PMS COOL GRAY 1C, GLOSS FINISH. 4. OPTIONAL 24" X 24" MEDALLION SIGN WITH REMOVABLE / ADJUSTABLE PLATES, SINGLE SIDED VINYL. 5. OPTIONAL REFLECTIVE FILM; 3M IJ680CR-10 SCOTCHLITE REFLECTIVE MCS (LATEX OR SOLVENT INKS) 8519 LUSTER PROTECTIVE LAMINATE PRINTED TO MATCH. • PMS 165 DUNKIN' ORANGE • PMS 219 DUNKIN' PINK • PMS 7540C DUNKIN' GRAY PMS COOL GRAY IC FRONT VIEW (SINGLE LANE) NOTE SEE DUNKIN' BRANDS WEBSITE, Mtp:l/eXtranet clunkinbra ftc-, FOR COMPLETE INFORMATION AND DETAILS ADDITIONAL NOTES: ARTWORK FONT: DUNKIN BANS DISPLAY 120 VOLT CIRCUIT, TO BE CONFIRMED BY SITE CLEARANCE TO BE CONFIRMED BY SITE NOTE: INSTALLER MUST BE SURE TO SHIM CANOPY PLATE AT BOTTOM, AND ADJUST ANCHOR BOLTS AT BOTTOM OF COLUMN SO THAT THE CANOPY SRS WITH A t / FT FALL FROM OPEN SIDE TO POLE SIDE SO WATER WILL DRAIN OFF POLE SIDE. SIDE VIEW CONC PAD TO BE FLUSH w/ PAVEMENT CONIC PAD MIN 4000 PSI W #4 BARS @ 17 OC EACH WAY J12' GRANULAR FILL VIRGIN SOIL OR COMPACTED FILL -FORMED CONCRETE TOP 6'-4 I REFERTO SITE PLAN .. MENU � ORDER BOARDS CANOPY W/ ORDER CONFIRMATION OUSPLAY ALL CONDUIT SHALL BE PVC SURFACE OF VEHICLE CONCRETE CURB INDEPENDENT GROUNDLOOPS FOR COMMUNICATIONS rCONCRETEPAD .Hill' COORD ALL ELECT \ REQUIREMENTS w/ \Hy �\ MANUf PRIOR TO a��^� START OF WORN NOTE:CONDOR W C PULL ' REFER TO ELECTRICAL DRAWINGS STRING(TYP-) FOR ALL LOOP BCONDUI7 CONCRETE FOOTING SIZEB REQUIREMENTS (TYP.) CONFIG. BY MANUFACTURER 1 1 DUAL & SINGLE VEHICLE CLEARANCE BAR DETAIL 111 4 1 DRIVE-THRU_MENU SECTION ("STATIC OPTION") I ADDITIONAL NOTES: MIN 4'0 CONCRETE LINE OF PAVING- _ 11.14 FILLEDSTEELPIPE SEE SPECIFICATIONSWITH EXTERIOR FINISH: PAINT BOLLARD PAVEMENT THICKNESS PAINT PANTONE 7540C COVER; REFER 70 REVEAL AND POLE COVER FINISH: PAINT PANTONE 7540C SKINS REMOVABLE FOR SERVICE ACCESS NATIONAL ACCOUNTS. SADDLE MOUNT INSTALLATION ° REFER TO LOCAL ELECTRICAL (1) 20 -AMP / 120 VOLT CIRCUIT 8. FACES TO BE FLAT CLEAR SOLAR GRADE PERIMETER ANGLE: 111T X 11/T X3/16'I U.L. CODE FOR RED. NOTES: F. (BOX) �� DEPTH OF FOOTING 1) SEE SITE PLAN FOR LOCATIONS MEDIUM 120' 1 85' 13325' 25 12' L�� 2)SEE EXTERIOR FINIS � ✓� 2125• �� POURED CONCRETE SCH. FOR BOLLARD COVER SPEC. PLATE SIZE: 3/4"X 1T X 12' ,' /� / F �j FOOTING BOLT PATTERN: 101/10' 12.3M#3630.1379 DUNKIN'PINK TRANSLUCENTFILM ELECTRICAL-(1)20-AMPI 2ND SURFACE 120 VOLT CIRCUIT 13. BACKGROUND COLOR 403 WHITE BACK -SPRAY 6'-4 I REFERTO SITE PLAN .. MENU � ORDER BOARDS CANOPY W/ ORDER CONFIRMATION OUSPLAY ALL CONDUIT SHALL BE PVC SURFACE OF VEHICLE CONCRETE CURB INDEPENDENT GROUNDLOOPS FOR COMMUNICATIONS rCONCRETEPAD .Hill' COORD ALL ELECT \ REQUIREMENTS w/ \Hy �\ MANUf PRIOR TO a��^� START OF WORN NOTE:CONDOR W C PULL ' REFER TO ELECTRICAL DRAWINGS STRING(TYP-) FOR ALL LOOP BCONDUI7 CONCRETE FOOTING SIZEB REQUIREMENTS (TYP.) CONFIG. BY MANUFACTURER 1 1 DUAL & SINGLE VEHICLE CLEARANCE BAR DETAIL 111 4 1 DRIVE-THRU_MENU SECTION ("STATIC OPTION") I ADDITIONAL NOTES: ADDITIONAL NOTES: F D1 W1 11.14 'DUNKIN SANS DISPLAY" INTERIOR FINISH: PAINTED REFLECTIVE WHITE EXTERIOR FINISH: PAINT 1,2,3 PANTONE 7540C PAINT PANTONE 7540C INTERIOR FINISH: PAINTED REVEAL AND POLE COVER FINISH: PAINT PANTONE 7540C SKINS REMOVABLE FOR SERVICE ACCESS 6. INTERNAL DISCONNECT SWITCH SADDLE MOUNT INSTALLATION 7. SUPPORT TUBE ELECTRICAL (1) 20 -AMP / 120 VOLT CIRCUIT 8. FACES TO BE FLAT CLEAR SOLAR GRADE PERIMETER ANGLE: 111T X 11/T X3/16'I U.L. LISTED SIZE H1 HZ H3 W7 D1 F. (BOX) SMALL 72- 1 51' 1 20' 15" 1T 5.31' MEDIUM 120' 1 85' 13325' 25 12' 4,5,6 LARGE 144• 102' 40' 30' 1T 2125• CUSTOM - - - - PLATE SIZE: 3/4"X 1T X 12' FILM 2ND SURFACE BOLT PATTERN: 101/10' 12.3M#3630.1379 DUNKIN'PINK TRANSLUCENTFILM ELECTRICAL-(1)20-AMPI 2ND SURFACE 120 VOLT CIRCUIT 13. BACKGROUND COLOR 403 WHITE BACK -SPRAY PERIMETER ANGLE: 112' 13A. OPTION: SIGN FACE 2ND SURFACE WHITE FACE 9.72 / NIGHT FACE BACKGROUND COLOR 403 WHITE LISTED BACK -SPRAY. BACKED UP WITH OPAQUE SILVER FOR COMPLETE OPAQUE FINISH FOR NIGHT UP WITH OPAQUE SILVER FOR COMPLETE OPAQUE FINISH FOR SIZE H7 W7 Dl S.F.(BOX) SMALL 37.6' 1 76.25' 16' 19.86' MEDIUM 51.5 1 104.75 16• 37.45' LARGE 72.5 147.5' itr 74.22 10, 13, 15 SURFACE MEDIUM 72" 425' 28.25' 86.5 15 _ 14.3M #3630-1379 DUNKIN PINK TRANSLUCENT FILM 2ND SURFACE LARGE 90' 53.25' 35.25' 108' 15 O 15.3M #3635-70WHITE DIFFUSER 2ND SURFACE CUSTOM - - - - - - = D CI 11. 13, 15 O 10,14,15 e 7 = ELEVATION SIDE VIEW ELEVATION ADDITIONAL NOTES: ADDITIONAL NOTES: ARTWORK FONT: DUNKIN SANS DISPLAY ARTWORK FONT IS EXTERIOR FINISH: PAINT PANTONE 75400 'DUNKIN SANS DISPLAY" INTERIOR FINISH: PAINTED REFLECTIVE WHITE EXTERIOR FINISH: PAINT ACCENT FINISH / 1 12' CABINET W/ RETAINER: PANTONE 7540C PAINT PANTONE 7540C INTERIOR FINISH: PAINTED REVEAL AND POLE COVER FINISH: PAINT PANTONE 7540C SKINS REMOVABLE FOR SERVICE ACCESS 6. INTERNAL DISCONNECT SWITCH SADDLE MOUNT INSTALLATION 7. SUPPORT TUBE ELECTRICAL (1) 20 -AMP / 120 VOLT CIRCUIT 8. FACES TO BE FLAT CLEAR SOLAR GRADE PERIMETER ANGLE: 111T X 11/T X3/16'I U.L. LISTED SIZE H1 HZ H3 W7 D1 F. (BOX) SMALL 72- 1 51' 1 20' 15" 1T 5.31' MEDIUM 120' 1 85' 13325' 25 12' 14.76' LARGE 144• 102' 40' 30' 1T 2125• CUSTOM - - - - LED ILLUMINATED VERTICAL PYLON SIGN NOTES: 1. ALUMINUM ANGLE FRAME CONSTRUCTION 2..08' ALUMINUM SKIN 3. ALUMINUM RETAINER ACCENT 4. GE TETRA MAX 7100K WHITE LED'S, AS REQUIRED (OR GE REPLACEMENT EQUIVALENT) 5. INTERNAL POWER SUPPLY, AS REQUIRED 6. INTERNAL DISCONNECT SWITCH 7. SUPPORT TUBE 8. ALUMINUM C -CHANNEL REVEAL 9. FACES TO BE FLAT CLEAR SOLAR GRADE POLYCARBONATE 10. "DUNKIW LETTERS TO BE EMBOSSED 11. REGISTERED *R* AND "DRIVE THRU" TO BE FLAT GRAPHIC 12. BACKGROUND COLOR 403 WHITE BACK-SPRAY OPTION: SIGN FACE 2ND SURFACE WHITE FACE / NIGHT FACE BACKGROUND COLOR 403 WHITE BACKSPRAY, BACKED UP WITH OPAQUE SILVER FOR COMPLETE OPAQUE FINISH FOR NIGHT 13.3M #3630-3123 DUNKIN' ORANGE TRANSLUCENT FILM 2ND SURFACE 14.3M #3630-1379 DUNKINPINK TRANSLUCENT FILM 2ND SURFACE 15.3M #3635.70 WHITE DIFFUSER 2ND SURFACE t UNKIN' DRIVE THRU DUNKIN' DRdVE THRU Opin 23 DUNKIN' 4 ba1�:iN131' TOb U�N1 m NOTES: ADDITIONAL NOTES: 1.15 QT X.08'X 112•ALUMINUM SPACER FRAME ARTWORK FONT IS 2. FLAT ALUMINUM RETAINER 'DUNKIN SANS DISPLAY" 3. ALUMINUM ANGLE FRAME SUPPORT EXTERIOR FINISH: PAINT 4. GE TETRA MAX 7100K WHITE LEUS. AS REQUIRED PANTONE 7540C (OR GE REPLACEMENT EQUIVALENT) INTERIOR FINISH: PAINTED 5. LED POWER SUPPLY, AS REQUIRED REFLECTIVE WHITE 6. INTERNAL DISCONNECT SWITCH ACCENTFINISH I 1 12' 7. SUPPORT TUBE CABINET W/ RETAINER 8. FACES TO BE FLAT CLEAR SOLAR GRADE PAINT PANTONE 7540C POLYCARBONATE 2ND SURFACE PAINTED RETAINERS/FACE DECORATION REMOVABLE FOR SERVICE 9. •DUNKIN' LETTERS TO BE EMBOSSED ACCESS 10.REG ISTERED•R'AND'DRIVE THRU' TO BE FLAT HANGAR BAR INCLUDED GRAPHIC ON 6"X 12' FACE 11.3M #3630.3123 DUNKIN' ORANGE TRANSLUCENT PLATE SIZE: 3/4"X 1T X 12' FILM 2ND SURFACE BOLT PATTERN: 101/10' 12.3M#3630.1379 DUNKIN'PINK TRANSLUCENTFILM ELECTRICAL-(1)20-AMPI 2ND SURFACE 120 VOLT CIRCUIT 13. BACKGROUND COLOR 403 WHITE BACK -SPRAY PERIMETER ANGLE: 112' 13A. OPTION: SIGN FACE 2ND SURFACE WHITE FACE X 1 112'X 3116' 1 UJ_ / NIGHT FACE BACKGROUND COLOR 403 WHITE LISTED BACK -SPRAY. BACKED UP WITH OPAQUE SILVER FOR COMPLETE OPAQUE FINISH FOR NIGHT UP WITH OPAQUE SILVER FOR COMPLETE OPAQUE FINISH FOR SIZE H7 W7 Dl S.F.(BOX) SMALL 37.6' 1 76.25' 16' 19.86' MEDIUM 51.5 1 104.75 16• 37.45' LARGE 72.5 147.5' itr 74.22 CUSTOM - - DRIVE THRU NOTES: ADDITIONAL NOTES: 1.ALUMINUM ANGLE FRAME CONSTRUCTION ARTWORK FONT: DUNKIN SANS DISPLAY 2..08• ALUMINUM SKIN EXTERIOR FINISH: PAINT PANTONE 75400 3. ALUMINUM RETAINER ACCENT INTERIOR FINISH: PAINTED REFLECTIVE WHITE 4. GE TETRA MAX 7IDOK WHITE LED'S, AS REQUIRED (OR GE ACCENT FINISH /I 12'CABINET W/RETAINER: REPLACEMENT EQUIVALENT) PAINT PANTONE 7540C 5. INTERNAL POWER SUPPLY, AS REQUIRED REVEAL AND POLE COVER FINISH: PAINT PANTONE 6. INTERNAL DISCONNECT SWITCH 75400 7. SUPPORT TUBE SKINS REMOVABLE FOR SERVICE ACCESS B. ALUMINUM CHANNEL REVEAL SADDLE MOUNT INSTALLATION 9. FACES TO BE FLAT CLEAR SOLAR GRADE POLYCARBONATE ELECTRICAL: (1) 20 -AMP 1120 VOLT CIRCUIT 10 'DUNKIN* LETTERS TO BE EMBOSSED PERIMETER ANGLE: 11/TX 112'X 3/16" 1 U.L. 11.REGISTERED'R' AND 'DRIVE THRU'TO BE FLAT GRAPHIC LISTED 12. BACKGROUND COLOR 403 WHITE BACK -SPRAY 12A. OPTION: SIGN FACE 2ND SURFACE WHITE FACE I NIGHT FACE BACKGROUND COLOR 403 WHITE BACK -SPRAY, BACKED UP WITH OPAQUE SILVER FOR COMPLETE OPAQUE FINISH FOR SIZE H7 H2 H3 W7 Di S.F.(BOX) NIGHT 13. 3M#3630-3123 OUNKIN'ORANGE TRANSLUCENT FILM 2ND SMALL 60' 35.5' 23.5' 72' 16• 17.75 SURFACE MEDIUM 72" 425' 28.25' 86.5 15 25.56' 14.3M #3630-1379 DUNKIN PINK TRANSLUCENT FILM 2ND SURFACE LARGE 90' 53.25' 35.25' 108' 15 39.94- 9.94'15.3M#3635-70 15.3M #3635-70WHITE DIFFUSER 2ND SURFACE CUSTOM - - - - - - 5 j OPTION A: PYLON SIGN DETAIL �I� 6 i OPTION B: PYLON SIGN DETAIL III 7 I MONUMENT SIGN DETAIL �I 1/4'=1'-0" NOTE: NOTE: 1i2"=1'-0" NOTE: " IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL(( ENGINEER UNDER TH E LAWS OF THE STATE MINNE50� 31GNATURE: NAME: DYLAN TOD TARR GATE: Q6� UCENSE NUMBER:57523 O_ q O_ M n 0 O O v � 0 H J F - N � W "'zo3 �qao J W z O w J W z LLJ LLI z 06 z U) Lu LU U D LL O OO LLJ00 O>Q= Qw=0 �- L E w�� r0 a. Luw U) O / O ORIGINAL ISSUE DATE: 05282021 REVISIONS: I PROJ. NO.: 20064 1 CIVIL DETAILS C5.7 LEGEND BOTANICAL NAME COMMON NAME Trees NOTES DAREA TO BE SODDED WITH TIFTUF BERMUDA GRASS OR ARCHITECT APPROVED EQUAL. MULCH TYPE 1. RE: LANDSCAPE NOTES ON L5.1 ®GROUNDCOVER/ PERENNIAL PLANTINGS (AREATO BE MULCHED WITH MULCH TYPE2, RE: LANDSCAPE NOTESON ISA) GROUNDCOVER/ PERENNIAL PLANTINGS (AREA TO BE MULCHED NTH MULCH TYPE 2, RE: LANDSCAPE NOTES ON L5.1) ------ PLANTING BED EDGE QTY SYM 2 BP 4 1 GB ]5 TO Deciduous Shrubs QTY SYM 12 CAR 5 HMB biloba ,8'MIN HT. NOTES QTY SYM BOTANICAL NAME COMMON NAME CONT NOTES 13 Berberis thunbergii'Admiration' Admiration Japanese Barberry 3GAL. 24"WIDTH -1:W 14 Cotoneaster apiculatus Cranberry Cotoneaster 3GAL. 24'WIDTH dTA 9 Ilexglabra'Shamrock' Shamrock lnkberry Holly 4GAL. ZVWIDTH FL OCR 5 Juniperus chinensis'Sea Green' Sea Green Juniper 5GAL. 24"WIDTH EL' b:=866".00 NOW OR FOR/b9ERLY.' a 15 Juniperus scopulomm'Wichita Blue' Wichita Blue Juniper 10 GAL. 4' HEIGHT ,,II �OR><!E'�L V• �i'V` c71'Y 1 pI' �� PID: 118,344001010 Z i N REALTY COMPANY LP _ - - •.. �" Grasses/Groundcovers/Perennials 45 FGC Festuca glauca'Cool as Ice' Blue Fescue Grass 3 GAL.1,15': 1 1834 1 0L%003 3 HTI Hosta Titanic' Titanic Host. 1GAL. 5700 88TH ST NF I �J 25 158 Juniperussquamata'Blue Star' Blue StarJun(er 3GAL. 18"WIDTH 85 PVH Panicum virgatum'Heavy Metal' Heavy Metal Switch ss 3 GAL 24" HEIGHT 43 1 RMP Rosa'Mellocos'PPAF 18874 Pink Drift Rose 3GAL. 18" WIDTH — _ — — _ _ -i — — — .__ __ — _ — __ — — — — _ — —/ — —. �..— — — — SAIV?7A:4Y SEINER MN � \ RJA4=367.83 � — — — — — — — _ — — — — —_ _- f - -- -- SANIEAR'Y FLOCK f, I t=7.86, R=S.C•aI SEWER ,ify Xe EL EV =867.97 i 88 T H STREET N. E. 9=9D'75'Oc"i r RlM=86 .99 f%' o- /?VV(f)854.59 -- ----- -- — .._. _..-- -- - - — - - / 'IVV (Vr)846. 79 ' �II _ 03 OF WAY \ A 1 m�(*r€,a 6.7 - FL - - f - 80 -FOOT RIGHT l �R=5.60 ELEV-867.95 BITUMINOUS SURFACE L=7.85 _ F GB F,. .r' lib e.� 1 I I L I. � I �I III ' V_ aloy,lrr.��, .. .R. �� ■Ili:. �I 75.--4 }: u735— N � lima MM �► -m e G?n� is r lfr�I%+• _ _��. s 'EMRMCE SEWER AM 1 a N ® �� 4®SS ii/ 'III ,C"I TAIL M=867 3- 691 SF-feF Imaj "iS lo::1,718 SIF GROSS RESTAURANTU4 1 All FIFE 869.5i�v) ON N IF THIS SHEET DOES NOT MEASURE 22k34". IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Print Name: Tim A. Huber Signature: /_ Date: 05/272021 License # 57658 0 N U ❑ ¢O , d, D D -' z N 0 W 1D K D' NO=F: m N d J m W L Z Q O fo LU J W Z W —) uJ Z 0 Z CO ?: W rt_{ �a-DO� LL000 OW Z = Q W z U LIJ 0 Q O a w /W/n� vJ O ORIGINAL ISSUE DATE: 05/282021 REVISIONS: PROD. NO.: 20064 LANDSCAPE PLAN ° 2D• MENIQ 4D L2.1 GRAPHIC SCALE LU Concrete,cr -1:W a..,..:Ca.. IF LUI LULl- FL OCR u. EL' b:=866".00 NOW OR FOR/b9ERLY.' a R S8g 3746.74' — �" (VIEW' GRAND APPARFAIENFS OF OTSEGO � II � � pI' �� PID: 118,344001010 Z i r , _ - - •.. �" 15667 88TI-I ST. .NE o N IF THIS SHEET DOES NOT MEASURE 22k34". IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Print Name: Tim A. Huber Signature: /_ Date: 05/272021 License # 57658 0 N U ❑ ¢O , d, D D -' z N 0 W 1D K D' NO=F: m N d J m W L Z Q O fo LU J W Z W —) uJ Z 0 Z CO ?: W rt_{ �a-DO� LL000 OW Z = Q W z U LIJ 0 Q O a w /W/n� vJ O ORIGINAL ISSUE DATE: 05/282021 REVISIONS: PROD. NO.: 20064 LANDSCAPE PLAN ° 2D• MENIQ 4D L2.1 GRAPHIC SCALE LANDSCAPE NOTES 37. PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AND SOD AREAS PRIOR TO INSTALLATION. TREFLAN OR 1. THE LANDSCAPE PLAN DESCRIBES THE LANDSCAPE PORTION OF THE PROJECT ONLY. SEE OTHER SHEETS FOR SITE AN APPROVED EQUAL SHALL BE USED. IMPROVEMENT INFORMATION. Do CUTU-PIUNE-EDOR SHRUBS TO NEAREST 38. ALL PLANT BEDS SHALL HAVE A MINIMUM OF 3" DEEP MULCH. ALL MULCH TYPE SAMPLES TO BE SUBMITTED TO LANDSCAPE 2. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. CONTRACTOR SHALL CONTACT THE UTILITIES NOTIFICATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION OR ��N ` �r ' !` ..MR P.v.O. MARNERSDYPI o,mwlREs "-ND=--- CONSTRUCTION TO REQUEST EXACT FIELD LOCATIONS OF ALL UTILITIES. DECIDUOUS TREE STAKING '1Atk MULCH TYPE 1: 1.5" LOCAL RIVER ROCK COLOR: MIX OF BEIGE, GREY, BROWN. SOIL SEPARATOR FABRIC REQUIRED. 3. WHEN APPLICABLE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING TREES TO REMAIN. NO HEAVY MULCH TYPE 2: FINE -GROUND SHREDDED HARDWOOD BARK MULCH -DOUBLE -GROUND, PARTIALLY COMPOSTED, AND EQUIPMENT SHOULD BE PERMITTED TO OPERATE OR BE STORED, NOR ANY MATERIALS TO BE HANDLED OR STORED, �eA• FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. PH RANGE 6.D-7.0 WITHIN THE DRIPLINES OF TREES OUTSIDE THE LIMIT OF GRADING 30. TREES PLANTED IN LAWN AREA TO HAVE A 3'-0" RADIUS MULCH BED AROUND THE BASE. MULCH TO BE MULCH TYPE 1. 4. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND TO PROTECT UTILITIES THAT ARE TO 31. THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT HAS BEEN DAMAGED BY REMAIN. THE CONTRACTOR SHALL REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AT THE CONTRACTOR'S EVER GREENANDTREES 4 VANDALISM, FIRE, RELOCATION, WILDLIFE, THEFT, SEVERE WEATHER OR OTHER ACTIVITIES BEYOND THE LANDSCAPE EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY. OVER 3'CALTREE CONTRACTOR'S CONTROL 5 CONTRACTOR TO HAVE ALL UTILITIES FIELD LOCATED AND MARKED ON SITE PRIOR TO LANDSCAPE BEING PLANTED. 32. PRIOR THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPLETE WR N FINAL PAYMENT WRITTEN UTILITY LOCATION DISCREPANCIES FROM PLANS TO BE IDENTIFIED AND LANDSCAPE ARCHITECT TO BE INFORMED PRIOR C INSTRUCTIONS ON PROPER CARE OF ALL SPECIFIED PLANT MATERIALS. TO PLANTING. TREES MUST NOT BE PLANTED WITHIN 10' OF ANY UTILITIES. TON PER'„ NEROPEANo 6. CONTRACTOR SHALL HAVE EXISTING AND NEW UTILITY LOCATIONS MARKED, FOR REFERENCE, DURING APPROVAL OF FINAL 33, ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. TREE PLANTING LAYOUT. 34. ALL REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE, AND QUALITY AS SPECIFIED ON THE PLANT LIST, UNLESS 7. MINIMIZE DISTURBANCE OUTSIDE SCOPE OF WORK. ANY DAMAGE OUTSIDE SCOPE OF WORK INCURRED DURING AT LEAST 3 TO 5 TIMES THE APPROVED OTHERWISE IN WRITING BY THE LANDSCAPE ARCHITECT AND CITY. CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO LIKE NEW CONDITION. 35. ANY MATERIAL THAT IS DEEMED TO BE 25% DEAD OR MORE SHALL BE CONSIDERED DEAD, AND MUST BE REPLACED AT NO 8. CONTRACTOR SHALL MAINTAIN IRRIGATION TO EXISTING SOD AND OTHER PLANT MATERIAL TO REMAIN. 2 TREE CHARGE. ATREE IS CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK OR MORE THAN 25% OF THE CROWN IS NTS DEAD. 9. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN 36 REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING SEASON UNLESS THE LANDSCAPE CONTRACTOR AGREES TO ON ALL PLANTING PIANS. SHOULD DISCREPANCIES EXIST BETWEEN THE QUANTITIES OR S.F. AREAS PROVIDED IN THE FEO Mu�ENDm RATE -SEE SPECIFlOATIONs EYERGaEEN TREE EHOWN REFER TO PWJ FOR PLANT TY DONOTDIRLEADER OIREOrm CONIFERSExGEPr AS OD NJT PRSr UNE LANDSCAPE ARGHIrECr AN EARLIER DATE. FINAL CERTIFICATE OF OCCUPANCY MAY BE WITHHELD UNTIL PLANTING IS COMPLETE LABEL AND THOSE DRAWN ON THE PLAN, THE PIAN SHALL GOVERN. RE- NTED FIAT INITHFLEXIBLE VINYYL SnUR 10. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT 37. THE LANDSCAPE CONTRACTOR MUST SUBMIT MATERIAL SAMPLES TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. LANDSCAPE ARCHITECT, OR EQUAL = C7 SUBMITTALS ARE TO CONFIRM COMPLIANCE AND MATERIAL QUALITY. THESE SAMPLES INCLUDE, BUT ARE NOT LIMITED ._H FLUSH WITH TOP OF PAVEMENT W TO: MULCHES, EDGING, & PLANTS. CONTRACTOR TO CONTACT TIM HUBER AT TARR GROUP FOR SUBMITTAL 11. ALL PLANTS SHALL HAVE THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE REQUIREMENTS. TIM@TARR-GROUP.COM; 502.648.3808 DIGGING, UNLESS OTHERWISE SPECIFIED OR DETAILED. MwsrED czRA�iEE 12. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL c> ORGINAL GRADE BE ACCEPTED IF IT 15 ROOT BOUND. ALL ROOT WRAPPING MATERIAL SHALL BE REMOVED COMPLETELY AT TIME OF PLANTING. <SAUCER WMA ' 13. CUT AWAY ROPES OR WIRES FROM B&B PLANTS. PULL BACK BURLAP FROM TOP OF ROOT BALL DO NOT ALLOW BURLAP ISEENOTp9 TO BE EXPOSED AT SURFACE. TOTALLY REMOVE BURLAP IF IT IS SYNTHETIC.IF CONTAINER GROWN PLANTS SHOW SIGNS mR rq OF BEING ROOT BOUND, SCORE ROOTS VERTICALLY. FICRao Bo .0 8'• Z 14. WITH CONTAINER GROWN STOCK THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN AT LEAST TWO VERTICAL LOCATIONS. 15. DO NOT PLANT TREES WITHIN 10 FEET OF CENTERLINE OF UTILITIES OR WITHIN UTILITY EASEMENTS. IF UTILITY IRRIGATION NOTES INSTALLATION DIFFERS FROM WHAT PLANS SHOW THEN INFORM LANDSCAPE ARCHITECT AND CIVIL ENGINEER OF 1, THE IRRIGATION SYSTEM SHALL BE DESIGNED TO CONFORM TO THE REQUIREMENTS OF THE OTSEGO CONFLICTING CONDITIONS. 4 TREE PLANTING CODE OF ORDINANCES. 16. REFER TO THE DETAILS AND NOTES FOR REQUIRED PLANTING METHODS, SOIL PREPARATION, AND OTHER INFORMATION 2 IRRIGATION SYSTEM TO BE DESIGN BUILD BY CONTRACTOR. REGARDING PLANTING. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING NECESSARY FOR INITIAL ESTABLISHMENT OF LANDSCAPE. ALL 3. ALLLATERAL AND SUPPLY LINES SHALL BE CLASS 200 PVC, SIZED FOR FLOW VELOCITIES OF 5 FT./SEC. PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER PLANTING. ALL PLANTS OR LESS. SHALL THEN BE WATERED WEEKLY OR MORE OFTEN, IF NECESSARY, DURING THE FIRST GROWING SEASON. CONTRACTOR q PROVIDE TWO"QUICK COUPLING VALVES ON SUPPLY LINE. SHALL ALSO BE REQUIRED TO MAINTAIN LANDSCAPE THROUGH SUBSTANTIAL COMPLETION. MAINTENANCE SHALL INCLUDE (BUT IS NOT LIMITED TO) WATERING, MOWING, PRUNING, AND WEEDING. 5. PROVIDE AUTOMATIC DRAIN VALVES AT ALL LOW POINTS ON SUPPLY AND LATERAL LINES. 18. PLANT MATERIAL SHALL NOT BE PRUNED UNLESS OTHERWISE INDICATED IN PLANTING SCHEDULE. 6. PROVIDE TWO PLASTIC SUPPLY LINE MANUAL DRAIN VALVES. 19. AREAS TO RECEIVE LANDSCAPE SHALL BE TILLED TO A DEPTH OF 12 -INCHES. THEN APPLY SPECIFIED SOIL AMENDMENT 7. ACCEPTABLE SYSTEM COMPONENTS: OVER SURFACE TILLAREAS AGAIN TO A MINIMUM DEPTH OF 8- INCHES. 20. FINISH GRADES IN PLANTING AREAS SHALL BE SET TO INCLUDE THE APPLICATION OF TOPSOIL IN MEETING SPOT A SYSTEM CONTROLLER: HUNTER X -CORE SERIES, TORO TMC -212 SERIES, RAIN BIRD RDC SERIES. ELEVATIONS ON CONTOURS SHOWN ON PLANS. SLOPES SHALL BE SMOOTH AND WORKED. SOIL SHALL NOT BE LEFT IN CONTROLLER SHALL BE LOCATED IN THE RECEIVING AREA NEXT TO THE ELECTRICAL PANEL CLUMP FORM. HOLD FINISHED GRADE OF MULCH A MINIMUM OF 3" BELOW EDGE OF WALK EDGING, OR CURB. B. ZONE CONTROL VALVES: HUNTER PGV SERIES, TORO 250260 SERIES, RAIN BIRD DV/DVF SERIES 21. PROVIDE AT LEAST (2) 4" DIAMETER SCHEDULE 40 PVC SLEEVES UNDER ALL WALKS AND DRIVES FOR IRRIGATION PIPING C. SPRINKLER HEADS: HUNTER SRM AND PRO SPRAY SERIES, TORO 570Z AND 300 SERIES, RAIN BIRD AND WIRING, PRIOR TO INSTALLATION OF WALKS AND DRIVES. SITE CONTRACTOR SHALL COORDINATE INSTALLATION OF 1800 AND 3500 SERIES SLEEVES WITH LANDSCAPE CONTRACTOR. REFER TO APPROVED IRRIGATION PIANS FOR LOCATIONS WHERE SLEEVES ARE REQUIRED. D. RAIN/FREEZE SENSORS: HUNTER RAIN CUK PLUS HUNTER FREEZE CLIK, TORO TWRFS 22. STEEL EDGER WITH A ROLLED TOP SHALL SEPARATE ALL SODDED AREAS, BED AREAS, MINERAL MULCH AREAS, NATIVE RAIN/FREEZE SENSOR OR RAIN BIRD WR2 WIRELESS RAIWFREEZE SENSOR. SEED AREAS, AND AREAS OF POLYMER BOUND AGGREGATE SURFACES. PRODUCT CUT SHEET TO BE SUBMITTED TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. CONSTRUCTION CLOSE-OUT 23. TRANSPLANTED TREES SHALL HAVE THE SAME ASPECT IN FINAL LOCATION (I.E. EXISTING NORTH ASPECT SHALL FACE 1. MAINTAIN ONE SET OF MARKED -UP AS -BUILT DRAWINGS ON THE JOB SITE FOR DISTRIBUTION TO THE NORTH IN FINAL LOCATION). LANDSCAPE ARCHITECT UPON COMPLETION. 24. ALL AREAS DISTURBED BY UTILITY TRENCHING, SITE AND BUILDING CONSTRUCTION SHALL BE STABILIZED WITH SODDING 2. ANY PLAN SUBSTITUTIONS THAT ARE NOT PREVIOUSLY APPROVED AND FOUND TO BE UNACCEPTABLE AND SEEDING AS SHOWN BY THE PLAN. BY LANDSCAPE ARCHITECT ARE TO BE RECONSTRUCTED AT CONTRACTOR'S EXPENSE. 25. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONFIRM MATERIAL QUANTITIES. IN THE EVENT OF A 3. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED DISCREPANCY, THE QUANTITIES SHOWN ON THE PLAN SHALL TAKE PRECEDENCE OVER QUANTITIES SHOWN ON THE PLANT OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE LIST. ALLOWED FOR THE COMPLETION OF THIS WORK 26. THE LANDSCAPE INSTALLATION SHALL BE COORDINATED WITH THE IRRIGATION INSTALLATION WHEN APPLICABLE. 4. REPAIR OR REPLACE DAMAGE TO EXISTING FACILITIES (CURBS, PAVEMENT, UTILITIES, ETC.) DESIGNATED TO REMAIN, AT NO ADDITIONAL EXPENSE TO THE OWNER. 27. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES AND TAKE SPECIAL CARE TO INSURE THAT BED PREPARATION DOES NOT INHIBIT DRAINAGE. 5. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE UNACCEPTABLE WORK WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING BEHIND THE CURB SO GRADE IS LEVEL WITH TOP OF CURB. DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSES, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN 29. ALL LAWN AREAS SHALL BE CULTIVATED TO A DEPTH OF 4" PRIOR TO SODDING AND SEEDING. PREPARED SOD AND SEED ACCEPTABLE MANNER, AS REQUIRED BY THE LANDSCAPE ARCHITECT AT THE CONTRACTORS EXPENSE BEDS SHALL BE FREE FROM STONES OVER 2" DIAMETER AND OTHER DELETERIOUS MATERIAL WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE LANDSCAPE ARCHITECT, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS, OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID 30. THE LANDSCAPE CONTRACTOR SHALL RAKE SMOOTH ALL SEED OR SOD AREAS PRIOR TO INSTALLATION. FOR 31. SODDED AREAS SHALL HAVE NO BARE AREAS. SEEDED AREAS SHALL BE CONSIDERED ACCEPTABLE WHEN FULL 6. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION COVERAGE OF THE PERMANENT TURFGRASS SPECIES IS ESTABLISHED. DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW 32 THE QUANTITIES INDICATED ON THE PLANT LIST AND PLAN ARE PROVIDED FOR THE BENEFIT OF THE CONTRACTOR. THE MONUMENT SHALL BE REESTABLISHED BY A LICENSED SURVEYOR IN THE STATE OF THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY CALCULATIONS AND THE LIABILITY WHICH PERTAINS TO THOSE QUANTITIES AND TO ANY RELATED CONTRACT DOCUMENTS AND/OR PRICE QUOTATIONS. QUESTIONS SHOULD BE 7, CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT PHOTOGRAPHS OF AS -BUILT SITE UPON DIRECTED TO THE LANDSCAPE ARCHITECT. CONSTRUCTION AND LANDSCAPE INSTALLATION FOR REVIEW AND APPROVAL 33. ALL PLANT MATERIALS SHALL BE NURSERY GROWN, UNLESS OTHERWISE NOTED AND SHALL COMPLY WITH THE AMERICAN 4. CONTRACTOR TO VERIFY LANDSCAPE FINAL ACCEPTANCE PROCESS AND COORDINATE WITH THE STANDARD FOR NURSERY STOCK ANSI Z-60.1; LATEST EDITION, FOR SIZE AND QUALITY. APPROPRIATE PARTIES. THESE TASKS CAN INCLUDE, BUT ARE NOT LIMITED TO: 4.1. AS -GUILTS. 34. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONFIRM MATERIAL QUANTITIES. IN THE EVENT OF A 4.2 INSPECTIONS. DISCREPANCY, THE QUANTITIES SHOWN ON THE PLAN SHALL TAKE PRECEDENCE OVER QUANTITIES SHOWN ON THE PLANT 4.3. MATERIALS APPROVAL BY LANDSCAPE ARCHITECT. LIST. 4.4, PLANTING LOCATIONS IN REFERENCE TO AS -BUILT UTILITY LOCATIONS. 4.4.1. NO TREE PLANTED WITHIN 10' OF ANY UTILITY LINES UNLESS SAID UTILITY LINE IS NOTED 35. NO SUBSTITUTIONS AS TO TYPE, SIZE, OR SPACING OF PLANT MATERIALS SPECIFIED ON THIS PLAN MAY BE MADE WITHOUT TO BE WRAPPED IN ROOT BARRIER. THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 36. SOIL USED FOR PLANTING SHALL CONSIST OF 5 PARTS TOPSOIL, 1 PART SAND AND 2 PARTS ORGANIC MATTER, MIXED WITH I POUND OF FERTILIZER PER CUBIC YARD. •• SAND SHALL BE CLEAN MASONRY SAND. •• ORGANIC MATTER SHALL BE PEAT MOSS, OR WELL COMPOSTED PINE BARK OR APPROVED EQUAL AND SHALL BE FINELY GROUND AND FREE OF WEEDS. •• ALL FERTILIZER SHALL BE 10-10-10 WITH MINOR ELEMENTS. FERTILIZER SHALL HAVE 4D-50% OF ITS TOTAL NITROGEN IN A WATER INSOLUBLE FORM. IF THIS SHEET DOES NOT MEASURE 22"x34", IT HAS BEEN ENLARGED OR REDUCED. PLEASE ADJUST SCALE ACCORDINGLY. T -O" MIN. DISTANCE FROM CENTER OF SPREADING EVERGREEN Do CUTU-PIUNE-EDOR SHRUBS TO NEAREST oBr BENnoNTREEsm AT 70oFmRE PAVEMENT OR CURB ��N ` �r ' !` ..MR P.v.O. MARNERSDYPI o,mwlREs "-ND=--- RNISHORADEAssHovm E DECIDUOUS TREE STAKING '1Atk Fo� mm GRomMErm xYLON srRAPs. Ica MIx.)INTDsumw.DEADnsT a �eA• MIN OFmuNNswv eElWEEx srARss _�. 4:., - � _... LI �t Fosr 'R .-{�� ATGur APPLrsPEnRm MULCH caw smoEASTHE t/1 I LoosEN SIDES of ROOTaAu EVER GREENANDTREES 4 wmNc.RenwE xG OVER 3'CALTREE TR STAKING SECTION OR TIMN 1-S. AT INERS%'=BExr OR TON PER'„ NEROPEANo I 'ICEDroNma PneRKINA1LSNRUB PLANTING AREA SHALL BE Rem 4. L '=Ls WILL. R.R.Ma" NI & BROROOR-B LL EERED NEN AT LEAST 3 TO 5 TIMES THE DIAMETER OF ROOTBALL 1 SHRUB PLANTING DETAIL 1 2 TREE PLANTING NTS NTS NOT. PIAMMATERIAL SHP NFORMTO EAMERIOWSrANDAROFORNURS (AHrf Zm. t: IA -EDOIONI FOR s¢E FORM AND DUAIItt ZAL INOcU-ANO =CER-ABmRBANT MATmIu YS CK AODMMTOPWIL BeCNFlLATTHE M4NUFACNRER's AOMCENT PAYEMENTORCURS FINISH GRADE I -BELOW TOP OF NA�OR WRS RO"ss GRASS ADJACENT TO FEO Mu�ENDm RATE -SEE SPECIFlOATIONs EYERGaEEN TREE EHOWN REFER TO PWJ FOR PLANT TY DONOTDIRLEADER OIREOrm CONIFERSExGEPr AS OD NJT PRSr UNE LANDSCAPE ARGHIrECr PE TO Nrm ON%OPE BINGLELEADER/TRU NK FIMSH GRADE PAVEMENT OR CURB RE- NTED FIAT INITHFLEXIBLE VINYYL SnUR AOMCENTPAVEMEWORWRS PPo Ts�WnHIN 1,I MONTHS RP NnNG BMSH 'AATSPEOFIm MARCH = C7 ._H FLUSH WITH TOP OF PAVEMENT W MULCH ADJACENTT FIMSH GFADEO PAVEMENT & CURB MwsrED czRA�iEE c> ORGINAL GRADE <SAUCER WMA ' MULCMTOPMETALEOGING ISEENOTp9 ADJACENT GRASS & mR rq MULCH -METAL EDGE - -FINISH GRADE FICRao Bo .0 8'• Z . BAC- REEPI ISEENOE- LOO BOOTTOSSOII.PART 12" `3 EDGING DETAILS 4 TREE PLANTING ON SLOPE NTS NTS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Print Name: Tim A. Huber Signature:, Date:05/272021 License# 57658 z D 0r^ VJ (j 0 LU J LW Z W w Z DtS z U)LLJ } LLI U aoo 5 LL 0 00 0 LLJ0U O WZ I- -I > Q 2 Q W 2 C7 �- 0 Lli 0 Q O 0 a- (D LLICD CO LL1 F- O ORIGINAL ISSUE DATE: 05/282021 REVISIONS: I PROJ. NO.: 20064 1 LANDSCAPE NOTES & DETAILS L5.1