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WLWL <br />WL WLWLWLWLWLWLWLWLWLWL <br />WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WL <br />WL4-STORY APARTMENT BUILDING A <br />24,024 S.F. (15.7%) <br />(79 UNITS TOTAL) <br />(FIRST FLOOR PARKING) <br />WLWLWL4-STORY APARTMENT BUILDING B <br />24,024 S.F. (15.7%) <br />(79 UNITS TOTAL) <br />(FIRST FLOOR PARKING)WLWLWLWLWLWLWVVVV889.5889.0888.5VV <br />VV <br />VVVVVVVV 889.5889.0888.5VVVVVVVVVVVV <br />VV <br />VV <br />VV <br />VV <br />VV <br />VV <br />VV <br />VV <br />VV <br />883884885886887888889883884885886887888889884885886887888889884885886887888889885886887888889888 <br />888889889888889889889891892893894VV88088088188188288288388388488488588688714 LF 24"Ø SCH-40 @ 0.00%61 LF 15"Ø SCH-40 @ 0.31%95 LF 15"Ø SCH-40 @ 0.41%94 LF 12"Ø SCH-40 @ 0.41% <br />78 LF 15 <br />" <br />Ø <br /> <br />S <br />C <br />H <br />- <br />4 <br />0 <br />@ <br /> <br />0. <br />4 <br />9 <br />%105 LF 15"Ø SCH-40 @ 0.42%133 LF 15"Ø SCH-40 @ 0.41%16 LF 15"Ø SCH-40 @ 0.57%23 LF 15"Ø SCH-40 @ 0.40%20 LF 18"Ø SCH-40 @ 0.00%5 LF 24"Ø SCH-40 @ 0.83%9 LF 24"Ø SCH-40 @ 0.00%24"Ø GOLDFLO MANIFOLD W/ 90°BEND & TEE INV.=884.00(PLACED @ ENDS OF EACH ROW)6" INSPECTION PORT6" INSPECTION PORT8 LF 24"Ø SCH-40 @ 0.56%ISOLATER ROW204 CBMHRIM=888.45SUMP INV.=881.05E INV.=884.05205 STMHRIM=888.10SUMP INV.=881.05W INV.=884.05N INV.=884.30E INV.=884.40207 FESINV.=884.00203 STMHRIM=888.10S INV.=884.50201 STMHRIM=888.35S INV.=885.20214 STMHRIM=887.65N INV.=884.50211 STMHRIM=888.35N INV.=885.10212 CBMHRIM=888.55S INV.=884.65W INV.=884.65215 FESINV.=884.00210 CBRIM=888.90N INV.=885.30209 CBMHRIM=888.90SUMP INV.=882.20S INV.=885.20W INV.=885.20NE INV.=885.30208 FESINV.=885.50206 CBMHRIM=887.80N INV.=884.00S INV.=884.00E INV.=884.50217 OCSRIM=886.50N INV.=882.00S INV.=884.00CONNECT TO UNDERGROUND CHAMBER STORAGES INV.=884.00N INV.=884.00E INV.=884.00W INV.=884.00CONNECT TO UNDERGROUND CHAMBER STORAGES INV.=884.00N INV.=884.00W INV.=884.00E INV.=884.00CONNECT TO UNDERGROUND CHAMBER STORAGEW INV.=884.00N INV.=884.00S INV.=884.00216 FESINV.=882.0024"Ø GOLDFLO MANIFOLD W/ 90°BEND & TEE INV.=884.00(PLACED @ ENDS OF EACH ROW)CONNECT INTO BUILDING'N INV.=882.00S301 SAN MHRIM=889.28'S INV.=880.50W INV.=880.40N INV.=880.50VV70 LF OF 6"Ø SDR-26 @ 2.07%S302 SAN MHRIM=888.73'E INV.=878.75S INV.=878.65V <br />V <br />77 LF OF 6"Ø SDR-26 @ 2.03%S <br />303 SAN MHRIM=888.25'N INV.=876.90W INV.=876.80VV83 LF OF 6"Ø SDR-26 @ 2.02%CONNECT TO EXISTING SANI MHCORE DRILLEX SAN MHEX RIM=885.35'E INV.=872.00EX NW INV.=858.64'EX SE INV.=858.64'V <br />V <br />V <br />V <br />V <br />V <br />V <br />V213 CBMHRIM=887.20SUMP INV.=881.10S INV.=884.10E INV.=884.10N INV.=884.10CONNECT INTO BUILDINGS INV.=882.00VV65 LF OF 6"Ø SDR-26 @ 2.25%90° BEND8"X6" TEE||<33923448> LF 8"Ø C90090° BEND<33923448> LF 8"Ø C900184 LF 15"Ø SCH-40 @ 0.37%202 CBMHRIM=888.55W INV.=884.80N INV.=884.80WATER CONNECTION INTO BUILDING|<33923448> LF 6"Ø C900WATER CONNECTION INTO BUILDING<33923448> LF 6"Ø C900||<33923448> LF 8"Ø C9008"X6" REDUCERCROSSING6" SANI INV.=880.77'8" WM TOP=878.77'D <br />218 STMHRIM=888.00N INV.=883.30SE INV.=883.30VVVVVVVVVV235 LF OF 6"Ø SDR-26 @ 2.03%165 LF 18"Ø SCH-40 @ 0.42%219 FESINV.=882.95VVVV79 LF 18" <br />Ø <br />S <br />C <br />H-40 <br />@ 0.43 <br />%6" INSPECTION PORT|8"X6" TEE6" GATE VALVE<33923448> LF 6"Ø C9006" HYDRANT<33923448> LF 6"Ø C900<33923448> LF 6"Ø C900CONNECT TO EXISTING WATERMAINWET TAP W/ SADDLEFIELD VERIFY LOCATION & INVERT45° BEND|||||||<33923448> LF 8"Ø C90045° BEND<33923448> LF 8"Ø C90048 LF 12"Ø SCH-40 @ 0.40%889890891892892891890889887886886888EOF=886.75PRINSCO HYDROSTOR HS75 WITH STONE FILL24 ROWS OF 12 CHAMBERS PER ROW W/ HDPE MEMBRANE LINERCHAMBER INV.=884.00 / CHAMBER TOP=886.50STONE INV.=884.00ROW SPACING: 6.0"SIDE STONE: 12.0"END STONE: 12.0"STONE COVER: 12.0"STONE BASE: 0.00" - NO INFILTRATION, USED AS STORAGE(REFER TO PRINSCO SPECS. AS NEEDED)UTILITYhd/>/dzW>Eϰ10:05 PMN:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Grading.dwg9/18/2025VV |VPROPOSED STORM SEWERPROPOSED WATER LINEPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLEPROPOSED FLARED END SECITONPROPOSED CATCH BASINPROPOSED FITTINGPROPOSED GATE VALVE & BOXPROPOSED CLEANOUTPROPOSED RIP RAP>'E͗PROPOSED STORM MANHOLEhd/>/dz'EZ>EKd^͗1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK ANDNOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONSPRIOR TO BIDDING THE PROJECT AND COMMENCING WORK.3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADINGPLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TOREMAIN.4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTINGIN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEERBEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.WATER:5. WATER LINE TO MINIMUM 8.0 FEET DEPTH.6. ALL WATER LINES 4" OR GREATER SHALL CONFORM TO AWWA C900 OR GRADE PE-3408 OR GRADEPE4710 PIPE AND SHALL BE RATED FOR 200 PSI. ALL WATER LINES LESS THAT 4" SHALL CONFORMTO AWWA C901 SIDR 7 (HDPE WATER LINE) OR TYPE K COPPER PIPE.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSINGBACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE.8. CORPORATION STOP SHALL BE FORD MODEL # FB1001-6-IDR7-NL OR A.Y. MCDONALD MODEL #74701B-33.9. TAPPING SADDLE SHALL BE FORD MODEL # FS323 OR A.Y. MCDONALD # 372.10. CURB STOP SHALL BE FORD MODEL # B66-666M-IDR7-NL.11. CURB BOX SHALL BE FORD MODEL # EM2-80-56 OR A.Y. MCDONALD # 5614.12. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGHDENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE.SEWER:1. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEWSANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES.2. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ONASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY.3. ALL STORM SEWER AND SANITARY SEWER SHALL MEET ASTM STANDARDS AS DESCRIBED:3.1. WHEN PIPE IS PLACED 10 FEET, OR GREATER, FROM ANY BUILDING, MANHOLE, POTABLEWATER LINE, OR OTHER PIPE LINE, IT SHALL BE SDR-35 PVC, OR EQUAL. THIS PIPE SHALL MEETOR EXCEED ASTM 2729.3.2. WHEN PIPE IS PLACED LESS THAN 10 FEET FROM ANY BUILDING, MANHOLE, POTABLE WATERLINE, OR OTHER PIPE LINE, IT SHALL BE SCHEDULE 40 PVC, OR EQUAL. THIS PIPE SHALL MEETOR EXCEED ASTM D1785 AND D2665.3.3. ALL JOINTS SHALL BE SOLVENT WELDED JOINTS AND USE ASTM F656 PURPLE PRIMER ANDASTM D2564 CEMENT.4. ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLEWATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35)INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:5.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPECONNECTIONS TO ALL STORM SEWER STRUCTURES.5.2. ACCEPTABLE MANUFACTURERS / PRODUCTS:5.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE-DIAMETER WATERSTOPS"5.4. PRESS-SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAl.6. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH ISDAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWERSERVICE INSTALLATION.7. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIORTO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLYCHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THISSITE DUE TO SANDY SOIL CONDITIONS.8. ALL EXISTING CASTINGS FOR SANITARY SEWER AND STORM STRUCTURES WITHIN PROPOSEDWORK AREAS THAT ARE WITHIN THE CITY RIGHT OF WAY SHALL BE REPLACED IN KIND.9. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL PLAN FOR UTILITY INSTALLATION.TRAFFIC CONTROL SHALL BE INSTALLED PRIOR TO PAVEMENT REMOVAL AND REMOVED AFTERREPLACEMENT OF PAVEMENT IS COMPLETED.10. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS SHOWN MATCHARCHITECTURAL/MEP DRAWINGS.11. ALL MANHOLES, CATCH BASINS, STORM SEWER PIPES, SANITARY SEWER PIPES, DRAINTILE, ANDOTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER SECTION 609.6.1 MINNESOTA PLUMBING CODE. THISISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTEREDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).12. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDETEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING,ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY ORPERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITHAPPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) ASREQUIRED.WSPROPOSED WATER SERVICEPROPOSED SANITARY SERVICEPROPOSED HYDRANTSCALE:0' 30' 60'1"=30'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^,dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^><Z/sZW>dŝƚLJŽĨůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE09/17/202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KEPage 40 of 82