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PL PACKET 04152025
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PL PACKET 04152025
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Last modified
4/10/2025 1:27:31 PM
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4/10/2025 1:14:34 PM
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OHPOHPOHPOHPOHPOHPOHPOHPOHP <br />SNSNSNSNSNSNSNSNSNIIIIIIIIISNSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST <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 />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 />C6 <br />SCALE: 1"=20' <br />N <br />SWPPP - PLAN VIEW <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 />TEMPORARY ROCK CONSTRUCTION ENTRANCEACCESS ROAD <br />20'50' <br />NTS <br />NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY <br />REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE. <br />2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE <br /> DURING CONSTRUCTION IS PROVIDED. <br />6" CA-1 COARSE <br />AGGREGATE <br />6" BUMP FOR <br />KEEPING RUNOFF <br />ON SITE <br />1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE <br /> START OF GRADING OPERATIONS. <br />3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH <br /> THAT IT PREVENTS MUD TRACKING OFF SITE. ADDITIONAL ROCK OR <br /> REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY <br /> IF MUD STARTS TO TRACK OFF SITE. <br />4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE <br /> PLACEMENT OF AGGREGATE BASE. <br />1 <br />STAPLE PLASTIC <br />SHEETING <br />EVERY 5' (TYP) <br />1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE <br /> 10'X10' <br />2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM <br /> CONCRETE WASHOUT AREA AND DISPOSE OF PER <br /> MPCA REQUIREMENTS WHEN WASHOUT AREA <br /> BECOMES HALF FULL. <br />3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL <br /> LOCATION FOR THE CONCRETE WASHOUT <br />10 MIL PLASTIC <br />SHEETING LINER <br />PLACED WITHIN <br />WASHOUT AREA <br />1' <br />2' <br />1' <br />4: <br />1 4:1CONCRETE WASHOUT <br />NTS <br />CONSTRUCT BERM <br />AROUND ENTIRE <br />WASHOUT AREA <br />2 <br />SILT FENCE - MACHINE SLICED <br />NTS <br />GEOTEXTILE FABRIC 3' <br />MIN. HEIGHT <br />STEEL STUDDED 'T' POST: <br />5' MIN. HEIGHT AT 6' MAX. <br />SPACING <br />(3) PLASTIC 'ZIP' TIES <br />(50LB TENSILE) <br />LOCATED IN TOP 8" <br />OF POST <br />DIRECTION OF <br />RUNOFF FLOW <br />MACHINE SLICED: <br />8"-12" DEPTH (PLUS <br />6" FLAP)T- POST2' MIN. <br />POST EMBEDMENT <br />1" MIN. <br />1" MIN. <br />3 EROSION CONTROL BLANKET <br />NTS <br />1' WIDE @ 5% SLOPE <br />4" MIN. OVERLAP (TYP) <br />FOLD EDGE <br />UNDER 6" MIN. <br />A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP <br />OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL <br />BLANKET IS PLACED AS PER THE FOLLOWING: <br />1. DIG 6" X 6" TRENCH <br />2. LAY BLANKET END INTO TRENCH <br />3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT <br />4. BACKFILL TRENCH WITH SOIL AND COMPACT <br />5. IF SLOPE LENGTH IS GREATER THAN 100 FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM <br /> OF THE SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH. <br />6. PROVIDE STAPLES IN STRICT CONFORMANCE W. BLANKET MANUFACTURER'S <br /> REQUIREMENTS AND SPECIFICATIONS. <br />6" <br />6" <br />1' MIN. STAPLE <br />SPACING (TYP) <br />1' MIN. STAPLE <br />SPACING (TYP) <br />CHECK SLOT <br />(TYP) <br />EROSION CONTROL <br />BLANKET (SEE PLAN FOR <br />CATEGORY) (TYP) <br />4 RIP RAP AT END SECTION <br />NTSSEE PLANSEE TABLE FOR <br />MINIMUM DEPTH <br />CLASS II <br />d50=6" <br />CLASS III <br />d50=9" <br />CLASS IV <br />d50=12" <br />DIA. <br />OF <br />PIPE <br />(IN) <br />L <br />(FT) <br />12" <br />DEPTH <br />RIP RAP <br />(CU YD) <br />18" <br />DEPTH <br />RIP RAP <br />(CU YD) <br />24" <br />DEPTH <br />RIP RAP <br />(CU YD) <br />12151821242730364248 <br />881010121214161820 <br />5568101015 <br />182020 <br />SECTION B - B <br />SECTION A - A <br />PLAN <br />45 MIL RUBBER MEMBRANE: <br />THE MEMBRANE MATERIAL SHALL <br />COVER THE AREA OF THE RIP RAP AND <br />EXTEND UNDER THE APRON 3' MIN. <br />INV = 3" BELOW <br />FES INVERT <br />INV = SEE PLAN <br />SEE TABLE FOR <br />MINIMUM DEPTH <br />RIP RAP1 <br />4 <br />B <br />B <br />AA <br />"L" <br />881015151520253040 <br />10101515202025304050 <br />FLARED END <br />SECTION (FES) <br />(SEE PLAN FOR <br />SIZE) <br />2'2' <br />5 <br />VICINITY MAP <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 />944 <br />942 <br />940 <br />936940938942946946 <br />948950 <br />93 <br />8 <br />9 <br />3 <br />6 940940 <br />9409429369389 <br />4 <br />6 <br />944946 <br />94 <br />4 9449 <br />4 <br />0 <br />PROPOSED BUILDING <br />FFE = 948.25 <br />TEMPORARY ROCK <br />CONSTRUCTION <br />ENTRANCE (TYP) <br />PERIMETER SILT FENCE <br />UP-GRADIENT OF <br />INFILTRATION BASIN (TYP) <br />INSTALL CULVERT <br />INLET PROTECTION <br />(TYP) <br />INSTALL CATCH <br />BASIN PROTECTION <br />(TYP) <br />INSTALL CATCH <br />BASIN PROTECTION <br />(TYP) <br />INSTALL CATCH <br />BASIN PROTECTION <br />(TYP) <br />CATEGORY 20 EROSION <br />CONTROL BLANKET (TYP) <br />CATEGORY 20 EROSION <br />CONTROL BLANKET (TYP) <br />PERIMETER SILT <br />FENCE (TYP)PERIMETER SILT <br />FENCE (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />CATEGORY 20 EROSION <br />CONTROL BLANKET (TYP) <br />CATEGORY 20 EROSION <br />CONTROL BLANKET (TYP) <br />CATEGORY 20 EROSION <br />CONTROL BLANKET (TYP) <br />CATEGORY 20 EROSION <br />CONTROL BLANKET (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />25 CY CLASS III RIP RAP <br />OVERLAYING TYPE 4 <br />GEOTEXTILE FABRIC (TYP) <br />15 CY CLASS III RIP RAP <br />OVERLAYING TYPE 4 <br />GEOTEXTILE FABRIC (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />PERIMETER SILT <br />FENCE (TYP) <br />CATEGORY 20 EROSION <br />CONTROL BLANKET (TYP) <br />* Note: Estimated quantities shown above indicate one application of the associated BMP. Additional quantity of <br />BMP over what is indicated above may be required for maintenance of each BMP. Good housekeeping by the <br />Contractor will likly result in less quantity required. <br />PROPOSED <br />SITE <br />NTS <br />ESTIMATED QUANTITIES <br />UNNAMED <br />POND #1 <br />POPLAR <br />POND <br />Silt Fence/Sediment Control Log 980 LF <br />ESTIMATED BMP QUANTITIES <br />ITEM QUANTITY <br />Temporary Rock Constr. Entrance 1 EA <br />Temporary Seeding & Mulch 0.9 Acres <br />Permanent Seeding & Mulch 0.45 Acres <br />Class III Rip Rap 55 CY <br />Category 20 ECB 1240 SY <br />Catch Basin Protection 5 EA <br />Native Seeding 0.05 Acres <br />Culvert Protection 1 EA <br />15 CY CLASS III RIP RAP <br />OVERLAYING TYPE 4 <br />GEOTEXTILE FABRIC (TYP) <br />SILVER LAKE <br />UNNAMED <br />STREAM <br />JONES <br />LAKE <br />UNNAMED <br />POND #2INSTALL CATCH <br />BASIN PROTECTION <br />(TYP) <br />INSTALL CATCH <br />BASIN PROTECTION <br />(TYP) <br />UNNAMED <br />POND #3 <br />NOTE: EROSION CONTROL <br />BLANKET MAY BE OMITTED IN <br />AREAS DESIGNATED FOR SOD. <br />NOTE: CONTRACTOR SHALL OBTAIN <br />ALL NECESSARY PERMITS AND <br />APPROVALS FOR WORK WITHIN THE <br />PUBLIC RIGHT OF WAY. <br />PERIMETER SILT FENCE <br />UP-GRADIENT OF <br />INFILTRATION BASIN (TYP) <br />PERIMETER SILT FENCE <br />UP-GRADIENT OF <br />INFILTRATION BASIN (TYP) <br />PERIMETER SILT FENCE <br />UP-GRADIENT OF <br />INFILTRATION BASIN (TYP) <br />INSTALL CATCH <br />BASIN PROTECTION <br />(TYP) <br />LICENSE NO.: 63480 <br />NORMAN E. STATZ, PE
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