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HomeMy WebLinkAbout171115_Sartori ES_Updated Sheet C6.4.pdfTTTT TT 9+31 10+00 11+00 12+00 13+00 14+00 14+94 39+4840+0019+3520+0038 EXIST. 8" D.I. W 8' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 23.0' TYP.12.0' TYP. SEE SHEET C3.3 FOR DRIVEWAY DETAILS PARKING STALL TYP. SDCB 70 56 LF 12" CPEP @ 3.99%R3.0'R3.0'R3.0'R3.0' STA:12+35.02, 21.0' LT STA:12+61.02, 21.0' LT STA:12+67.02, 21.0' LT STA:12+93.02, 21.0' LT SDCB 67 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 9+30 9+50 10+00 10+50 11+0037.4337.4711+5037.5237.5612+0037.6137.6612+5037.7037.7513+0037.7937.8413+5037.8914+00 14+50 15+0037.337.337.637.437.437.537.537.637.637.737.737.737.837.837.937.938.038.038.138.338.238.0EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE 0.18%0.18% GRADE BREAK STA = 10+78.90 ELEV = 37.387 GRADE BREAK STA = 12+28.90 ELEV = 37.663 GRADE BREAK STA = 13+63.09 ELEV = 37.910 EXIST. 8" D.I. WATER MAIN STMH 2001 EXIST. 12" CONC. STORM PIPE EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE NEW 6" WATER VERTICAL SCALE: 1"=2' STA 10+61.05, -9.76' LT IE: 29.19 12" (W) IE: 29.19 12" (E) RIM: 37.52 SDCB 67 OVERBUILD CATCH BASIN 48" TYPE 2 CB STA 20+08.92, 19.76' LT IE: 28.92 12" (E) RIM: 37.42 STMH 2427 EXISTING TYPE 2 CB STA 20+10.35, 128.70' RT IE: 29.35 12" (W) IE: 29.35 12" (E) IE: 29.35 12" (N) RIM: 37.70 EXISTING TYPE 2 CB STA 40+30.56, 9.77' RT IE: 32.00 12" (SW) RIM: 37.85 SDCB 70 48" TYPE 2 CB STA 14+36.00, 10.98' LT IE: 31.88 12" (NE) IE: 30.27 12" (W) IE: 30.37 12" (E) IE: 33.22 6" (S) IE: 33.22 6" (SE) RIM: 38.37 STMH 2772 EXISTING TYPE 2 CB (NEW) (EXIST.) (EXIST.) (EXIST.) (EXIST.) 24 LF 12" CPEP @ 0.50% TOP OF EX. 16" WTR=35.55 BOTTOM=34.22 TOP OF EX. 2" COMM=34.34 BOTTOM=34.17 TOP OF EX. 2" PWR=33.97 BOTTOM=33.80 TOP OF EX. 3" PWR=33.72 BOTTOM=33.47 TOP OF EX. 8" WTR=33.93 BOTTOM=33.26 6" CLEARANCE PROVIDE ETHAFOAM PAD SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below. before you dig.Call R 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 9/7/17 WJF NORTH 3RD STREET FRONTAGE IMPROVEMENTS C6.4 N NORTH 3RD STREETPARK AVE NORTHGARDEN AVE NORTHSEE SHEET C3.2 FOR ON-SITE DRAINAGE DESIGN KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. 1 2 GRAPHIC SCALE 0 20 1" = 20 FEET 10 1 1 1 1 2 C7.9 MUTCD R6-2L "ONE WAY" SIGN. SEE DETAIL 2 IN SHEET C7.11.TED-40-3930R-393022 KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. RELOCATED LIGHT POLE. SEE SIGNAL PLANS FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. 1 2 3 2 3 APPROVED 11/15/2017 IFitz-James DEVELOPMENT ENGINEERING DIVISION