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HomeMy WebLinkAboutExhibit_10_Utilites_PlanLENGT H= 167'-6". P E R R M C 4-4-07 ST R E ET T R E E S R E Q UI R E D: 167.6/50' S P A CI N G=3.35 STR E ET T R E E S P R O VI D E D: 3LENGTH= 177'-5". PER RMC 4-4-07 STREET TREES REQUIRED: 177.5/50=3.55STREET TREES PROVIDED: 4LENGTH= 276'-4 1/8". NO BUFFER REQUIRED. PROPERTY LINE PROPE R T Y L I N E 12"CON. 14DL8"CON. 14DL 18"CON. 25DL 14"CON. 18DL 48"DEC. 40DL 48"DEC. 40DL 30313232 323 2 32323333 32 PROPOSED MULTIFAMILY BUILDING FFE=32.08 SSMH #1, 48" SSMH RIM: 31.24 IE: 25.17 6" (NW) IE: 25.07 6" (SW) SSCO #1, SSCO RIM: 31.69 IE: 25.59 6" (NE) IE: 25.59 6" (SE) 14 LF 6" PVC @ 2.00% 21 LF 6" PVC @ 2.00% 1 2 6 8 9 10 11 12 13 1 1 10 10 15 2 EXISTING 18" WATER 4 5 6 6 717 10 18 9 19 20 23 3 PROPOSED ROW DEDICATION LINE 5 5 5 5 11 5 WATERSHED AFFORDABLE HOUSING APARTMENTS 20200930 PRELIMINARY PLANNED URBAN DEVELOPMENT 05/21/2021 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX below.Know what'sCallbefore you dig. R DATE: May 21, 2021 FILENAME: \\ahbl.com\data\Projects\2020\2200335\10_CIV\CAD\2200335-SH-UTIL.dwg C3.00 ---- UTILITY PLAN GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 N 3-FOOT DIAMETER CMP DETENTION TANK BOTTOM EL=25.69 KEYNOTES PROPOSED HYDRANT ASSEMBLY PER COR STD PLN. 310.1. PROPOSED FIRE LOOP, 8" DIP CL 52 (RJ) 2.5" WATER METER WALL MOUNTED FDC SEE LANDSCAPING PLANS FOR PLANTINGS AND SURFACING NOT SHOWN. CONNECT TO EXISTING WATER WITH TAPPING TEE AND ONE VALVE, PER STD PLAN 300.1. DOUBLE DETECTOR CHECK VALVE ASSEMBLY LOCATED INSIDE BUILDING, PER COR STD PLN 360.5. CONNECT TO EXISTING MANHOLE CONNECT TO BUILDING. SEE DRAINAGE CONTROL AND GRADING PLAN SHEET, FOR DRAINAGE DESIGN. EXISTING OVERHEAD POWER TO BE UNDERGROUNDED. REPLACE CURB AND GUTTER PER COR STD PLN 103. CONCRETE WALK PER COR STD PLN 102. DRIVEWAY TYPE C2B, PER COR STD PLN 104.4. EXISTING BUS STOP AND SIGN TO BE COORDINATED WITH KC METRO. GAS SERVICE. SWING TYPE GRAVITY CHECK VALVE LOCATED INSIDE BUILDING. 3 INCH WATER SERVICE FIRE SPRINKLER SERVICE GRASS PAVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 8.0' ROW DEDICATION 5.0' ROW DEDICATION 8.0' 8.0' 12.0' EXISTING ROW LINE PROPOSED ROW DEDICATION LINE 5 14 14 5 EXISTING 12" WATER 16 7 EXISTING HYDRANT EXISTING SERVICE TO BE REMOVED LEGEND: RIGHT-OF-WAY/PROPERTY LINE CENTERLINE PROPOSED BUILDING OUTLINE ASPHALT PAVEMENT - STANDARD DUTY ASPHALT PAVEMENT - HEAVY DUTY CEMENT CONCRETE - STANDARD DUTY CEMENT CONCRETE - HEAVY DUTY PLANTINGS SEE LANDSCAPING PLAN HMA CL 1 2" PG 64-22, MATCH EXISTING THICKNESS, NO LESS THAN 4-INCHES. 6-INCHES CRUSHED SURFACING TOP COURSE. GAS PIPE SANITARY PIPE WATER PIPE 20 20 20 20 20 05/21/2021 Exhibit 10 RECEIVED 06/29/2021 AMorganroth PLANNING DIVISION DocuSign Envelope ID: 2E989192-1BB5-4C86-AEBE-F3D7DE4225C4