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CC PACKET 05132025
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CC PACKET 05132025
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5/13/2025 10:37:03 AM
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5/13/2025 10:24:59 AM
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OHPOHPOHPOHPOHPOHPOHPOHPOHP <br />SNSNSNSNSNSNSNSNSNSNIIIIIIIIIISNSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST <br />S <br />T <br />S <br />T <br />S <br />T <br />S <br />T <br />ST ST <br />STSTSTSTSTSTCURB & GUTTER <br />CURB & GUTTERCURB & GUTTERVALLEY GUTTERVALLEY GUTTERCURB & GUTTERGARAGE <br />BUILDING <br />FLOOR ELEV.=946.15 <br />SITE BENCHMARK <br />TOP HUT HYDRANT <br />ELEV.=953.00 <br />ST <br />ST <br />SN <br />GARAGE <br />RIM=944.55 <br />INV(S)=938.25 <br />INV(E)=938.15 <br />RIM=938.94 <br />INV(E)=931.74 <br />INV(W)=933.04 <br />RIM=944.28 <br />INV=940.06 <br />RIM=945.85 <br />INV(E)=935.02 <br />INV(N)=935.39 <br />INV(W)=936.80 <br />RIM=940.38 <br />INV=937.55 <br />RIM=925.31 <br />INV=921.76 <br />RIM=931.32 <br />INV=925.92 <br />RIM=943.47 <br />INV=930.83 <br />RIM=948.09 <br />INV=932.62 SN 400C <br />RETAINING WALL <br />N 89°25'03" E 298.82 <br />S 00°10'57" E 124.63S 89°24'24" W 298.51N 00°19'27" W 124.68(PLATTED AS OAKWOOD DRIVE)STSTSTSTSTSTST93 <br />9 <br />94 <br />0 <br />941 <br />942 <br />943 <br />944 <br />945 <br />946 <br />947 <br />948 <br />949 <br />945 <br />946 <br />947 <br />948 <br />949 <br />950 <br />951 <br />952 <br />941 <br />942 <br />943944 <br />945944 <br />947 <br />948 <br />949945 <br />946 <br />947948949950941 <br />940 <br />945 <br />946 <br />939 <br />93 <br />4 <br />93 <br />5 <br />93 <br />6 <br />937 <br />93 <br />8 93393 <br />2931 <br />OHPOHPOHPOHPOHPOHPOHPOHPOHP951950 <br />0 20 40 <br />SCHULTZ ENG. PROJECT NO.: 25005 <br />DRAWN BY: NES <br />REVIEWED BY: BJS <br />© SCHULTZ ENGINEERING & SITE <br />DESIGN, PLLC 2025 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA <br />18 SOUTH RIVERSIDE AVENUE, SUITE 230 <br />SARTELL, MINNESOTA 56377 <br />PH: (320) 339-0669 <br />FX: (866) 633-1830 <br />schultzeng@live.com <br />www.schultzengdesign.com <br />FOSS ROAD <br />ST. ANTHONY VILLAGE, MN <br />C7 <br />SCALE: 1"=20' <br />N <br />UTILITY & PAVING <br />PLAN <br />ABLE VIEW <br />ASSISTED LIVING <br />DATENO. <br />1 <br />2 <br />ISSUE DATE: 03/31/2025 <br />xx/xx/2025 <br />xx/xx/2025 <br />REVISIONS <br />SCHULTZ ENGINEERING& SITE DESIGN <br />DESCRIPTION <br />3 xx/xx/2025 <br />4 xx/xx/2025 <br />UTILITY AND SURFACING NOTES: <br />2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN OR SERVICES CROSS EXISTING OR <br />PROPOSED SANITARY SEWER, SERVICE LINES, OR STORM SEWER, THE WATER MAIN SHALL BE RAISED <br />OR LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW <br />FINISHED GRADE. <br />4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE MINNESOTA PLUMBING <br />CODE. <br />5. SEE SHEET C4 FOR STORM SEWER ELEVATIONS AND SLOPE, AND SHEET C2 FOR STANDARD <br />DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES. <br />WATER AND SANITARY SEWER UTILITIES <br />1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 8 FEET <br />BELOW FINISHED GRADE. <br />6. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO <br />ANY CONSTRUCTION. <br />3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES SANITARY <br />SEWER, WATER MAIN, OR ASSOCIATED SERVICES. INSULATION SHALL CONSIST OF AN 8-FT X 8-FT <br />SQUARE OF 3"-THICK RIGID INSULATION. INSULATION SHALL BE PLACED BETWEEN THE STORM <br />SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION PARALLEL TO THE PIPING AS <br />MUCH AS POSSIBLE. <br />2. AGGREGATE BASE AND SURFACE COURSES SHALL BE ROLLED AND COMPACTED. TEST <br />ROLLING OF THE AGGREGATE BASE AND/OR SURFACING SHALL BE OBSERVED BY A SOILS <br />ENGINEER TO VERIFY STABILITY. MAXIMUM ALLOWED DEFLECTION DURING TEST ROLLING OF <br />AGGREGATE BASE OR SURFACE COURSES SHALL BE 1/2". <br />3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR <br />CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. <br />SURFACING <br />1. SUBGRADES SHALL BE SCARIFIED AND COMPACTED AS NECESSARY TO ATTAIN THE REQUIRED <br />COMPACTION INDICATED IN THE GENERAL NOTES (SHEET C1). TEST ROLLING OF THE SUBGRADE <br />SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. LOCATIONS <br />EXHIBITING EXCESSIVE RUTTING (PER MNDOT SPEC. 2111) SHALL BE REPAIRED TO THE SATISFACTION <br />OF THE ENGINEER PRIOR TO THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN <br />UTILITY TRENCHES SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM. <br />5. SEE SHEET C1 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF HARDSCAPES. <br />4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS <br />EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH <br />OTHER. <br />OWNER AND/OR CONTRACTOR SHALL SUBMIT FOR STATE PLUMBING REVIEW, AND OBTAIN AN <br />APPROVED PLUMBING REVIEW REPORT FROM MNDLI, PRIOR TO THE INSTALLATION OF ANY <br />SANITARY SEWER OR WATER UTILITIES. <br />CONSTRUCTION OF SANITARY SEWER OR WATER UTILITIES SHALL NOT COMMENCE UNTIL AFTER <br />THE APPROVED PLUMBING REVIEW REPORT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT <br />COMMENTS HAVE BEEN ADDRESSED ON THE PLANS AND IN THE PROJECT SPECIFICATIONS. <br />CONTRACTOR IS ADVISED TO ORDER UTILITY MATERIALS AFTER APPROVED PLUMBING REVIEW <br />REPORT HAS BEEN OBTAINED FROM MNDLI <br />4. INSTALL TRACER WIRE ALONG PROPOSED UNDERGROUND UTILITY PIPE AS PER MINNESOTA <br />RURAL WATER ASSOCIATION STANDARDS AND SPECIFICATIONS. <br />https://www.mrwa.com/wp-content/uploads/2022/06/TracerWireSpecGuideFinalweb11.pdf <br />PEDESTRIAN ADA RAMP FLUSH W/ CURB <br />NTS11:12SLOPE <br />MAX. <br />6" CURB <br />FACE (TYP)TRUNCATED DOMES <br />AS PER MNDOT STD. <br />PLATE 7038A SIDEWALK <br />FLUSH W/ PAVEMENT <br />PAVEMENT 6'5' <br />FLARED CONCETE <br />(TYP) <br />BACK OF <br />CURB (TYP) <br />3' <br />18" GUTTER <br />(TYP) <br />PEDESTRIAN ADA RAMPS W/ LANDING <br />NTS1:12SLOPE <br />MAX. <br />6" CURB <br />FACE <br />TRUNCATED DOMES <br />AS PER MNDOT STD. <br />PLATE 7038A <br />SIDEWALK SIDEWALK <br />7'9'7'5' <br />6" CURB <br />FACE1:12SLOPE <br />MAX.PAVEMENT <br />2 BITUMINOUS PAVEMENT SECTION <br />NTS <br />2" BITUMINOUS WEARING <br />COURSE (MNDOT 2360 TYPE <br />SPWEA340B) <br />6" MNDOT CLASS 5 <br />AGGREGATE BASE <br />APPROVED COMPACTED <br />SUBGRADE <br />2" BITUMINOUS BASE <br />COURSE (MNDOT 2360 TYPE <br />SPNWB330B) <br />TACK COAT BETWEEN <br />BITUMINOUS COURSES <br />3 <br />CIVIL SHEET INDEX <br />C1 - STANDARD NOTES & SPECIFICATIONS <br />C2 - STANDARD DETAILS <br />C3 - DEMOLITION & REMOVALS PLAN <br />C4 - GRADING PLAN <br />C5 - SWPPP - STANDARD NOTES <br />C6 - SWPPP - PLAN VIEW <br />C7 - UTILITY & PAVING PLAN <br />DATE: 03/31/2025 <br />PROPOSED BUILDING <br />FFE = 948.25CONNECT TO EXISTING <br />8" PVC SAN. SEWER <br />W/ 8" X 6" WYE <br />INV = 931.71 <br />(FIELD VERIFY) <br />6" PVC SAN. SEWER SERVICE <br />INV @ BLDG = 940.50 <br />6" PVC @ <br /> <br />2 <br />. <br />0 <br />0 <br />% <br />6" C900 PVC <br />6" C900 PVC COMBINED <br />WATER SERVICE W/ 6" <br />GATE VALVE & BOXCONNECT TO EXISTING <br />WATER MAIN <br />(WET TAP) <br />6" 45º BEND <br />6" 45º BEND <br />MATCH EXISTING <br />PAVEMENT (TYP) <br />NOTE: REMOVE EXISTING BITUMINOUS <br />PAVEMENT, CURB & GUTTER, AND <br />VALLEY GUTTER AS NECESSARY FOR <br />NEW UTILITY CONNECTIONS (SEE C3). <br />REPLACE BITUMINOUS PAVEMENT, <br />CURB & GUTTER, AND VALLEY GUTTER <br />PER CITY REQUIREMENTS. <br />EXISTING CURB <br />& GUTTER TO <br />REMAIN (TYP) <br />MATCH EXISTING <br />PAVEMENT (TYP) <br />MATCH EXISTING <br />CURB & GUTTER <br />(TYP) <br />MATCH EXISTING <br />CURB & GUTTER <br />(TYP) <br />MATCH EXISTING <br />VALLEY GUTTER PER <br />CITY REQUIREMENTS <br />(TYP) <br />MATCH EXISTING <br />VALLEY GUTTER PER <br />CITY REQUIREMENTS <br />(TYP) <br />B618 CURB & <br />GUTTER (TYP) <br />BITUMINOUS PAVEMENT <br />PATCH PER CITY <br />REQUIREMENTS (TYP) <br />CONCRETE VALLEY <br />GUTTER (TYP) <br />BITUMINOUS PAVEMENT <br />PATCH PER CITY <br />REQUIREMENTS (TYP) <br />CONCRETE <br />SIDEWALK (TYP) <br />CONCRETE <br />SIDEWALK (TYP) <br />THICKENED EDGE <br />SIDEWALK (TYP) <br />THICKENED EDGE <br />SIDEWALK (TYP)ADA RAMPS <br />W/ LANDING <br />(SEE 2/C7) <br />CONCRETE <br />SIDEWALK (TYP) <br />ADA RAMPS <br />W/ LANDING <br />(SEE 2/C7) <br />BITUMINOUS <br />PAVEMENT (TYP)BITUMINOUS <br />PAVEMENT (TYP)B612 CURB & <br />GUTTER (TYP)B612 CURB & <br />GUTTER (TYP) <br />B612 CURB & <br />GUTTER (TYP) <br />END CURB & <br />GUTTER W/ 2-FT <br />TAPER (TYP) <br />CONCRETE <br />PAVEMENT (TYP) <br />ADA RAMP <br />(SEE 1/C7) <br />NOTE: OWNER SHALL OBTAIN PERMISSION <br />FROM ADJACENT PROPERTY OWNER FOR <br />MINOR TRENCH EXCAVATION FOR WATER <br />SERVICE INSTALLATION. <br />CONCRETE DRIVEWAY <br />ENTRANCE <br />(VERIFY W/ CITY) <br />NOTE: CONTRACTOR SHALL OBTAIN <br />ALL NECESSARY PERMITS AND <br />APPROVALS FOR WORK WITHIN THE <br />PUBLIC RIGHT OF WAY. <br />RETAINING WALL #1 <br />HEIGHT = 0 TO 5.0-FT <br />LENGTH = 200-FT <br />MATCH EXISTING <br />PAVEMENT (TYP) <br />6" GATE <br />VALVE & BOX <br />6" PVC @ 2.00% <br />CLEANOUT (SSCO1) <br />(W/ RISER) <br />RIM = 948.25 <br />INV E = 940.00 <br />INV W = 932.35 <br />6" C900 PVC <br />6" C900 PVC <br />6" 45º BEND <br />BITUMINOUS <br />PAVEMENT (TYP) <br />LICENSE NO.: 63480 <br />NORMAN E. STATZ, PE <br />53
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