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HomeMy WebLinkAbout171214_Sartori ES_4th, Garden, and Park Storm Revision.pdfNORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)DS DS DS DS DS DS DS 37363 7383 8 38 3737373737SDCB 9 SDCB 10 SDCB 1 SDCB 17 SDCB 3 SDCB 20 SDCB 12 SDCB 16 SDCB 13 SDCB 4 SDCB 18 SDCB 2 SDCB 8 FF: 38.85 FG: 37.31 FG: 37.16 FG: 37.67 FG: 37.68 FG: 37.51 FG: 37.07 FG: 37.28 FG: 37.22 FG: 37.15 FG: 36.69 FG: 37.08 FG: 36.92 FG: 36.15 FG: 36.66FG: 37.54 FG: 37.59 FG: 36.51 FG: 36.52 FG: 36.29 FG: 35.18 FG: 36.46FG: 36.37 FG: 35.78 FG: 35.87 FG: 36.51 FG: 36.59 FG: 37.64 FG: 38.05 FG: 37.97 FG: 37.64 FG: 37.16FG: 38.48 FG: 38.09 FG: 38.04 FG: 38.92 FG: 37.46 FG: 38.58 FG: 37.40 FG: 38.38 FG: 38.13 FG: 37.94 FG: 38.83 FG: 38.83 FG: 38.83 FG: 37.59 FG: 38.19 FG: 37.63 FG: 37.48 FG: 37.55 FG: 36.85 FG: 36.85 FG: 37.90 FG: 37.29 FG: 36.62 2 DETENTION SYSTEM 1 3 DETENTION SYSTEM 3 1 1 1 1 1 8 9 5 FG: 37.61FG: 37.83 FG: 38.37 FG: 37.54 FG: 38.68 FG: 38.68 FG: 38.48 373 8373 8 36373837FG: 37.90 1.50%1.50% 1 . 82% 2. 2 2 % 2. 3 4% 1.59 % 1.42% 1.14%3.70%7.80% A B C D 1.89% FG: 37.25 FG: 37.52 P 2P 1 P 2 4 P 6P 26P 12 P 15 P 11 P 20 P 19P 18 P 14 P 13 P 44 SDCB 44 P 45 SDCB 45 FG: 38.65 FG: 37.99 FG: 38.17 FG: 37.95 FG: 38.16 FG: 37.13 FG: 36.85 FG: 36.85 FG: 36.85 FG: 36.90 FG: 36.85FG: 38.06 FG: 37.90 FG: 37.90 FG: 37.35 FG: 35.86 FG: 36.00FG: 37.78 FG: 37.71 FG: 36.85 FG: 36.68 FG: 36.38P 3P 42 SDCB 40 36 373837 3836SDCB 51 SDCB 50 SDCB 48 SDCB 47 FG: 37.65 38 383838377 FG: 36.99 FG: 37.10 FG: 37.17 FG: 37.29 FG: 36.38 FG: 36.50 FG: 37.11 7 FG: 36.42 FG: 36.49 FG: 37.47 FG: 38.47 FG: 37.39 10 FG: 38.65 FG: 38.65 37381.10%FG: 37.85 TC: 38.35 FG: 38.50 FG: 37.78 FG: 39.211.92%1.18%FG: 37.61 FG: 37.72 TC: 38.33 FG: 38.56 1.50% FG: 36.55FG: 37.26 FG: 36.85 FG: 36.85 FG: 37.29 FG: 36.85 FG: 38.05 10 10 11 37 38 376 4" IE: 34.92 P 69 6" IE: 31.83 P 68 FG: 35.56 FG: 35.56 FG: 35.18 6" IE = 33.50 12 12 FG: 35.42 FG: 35.67 FG: 35.42 FG: 35.67 14 14 16 16 16 16 16 16 P 70 P 7 2 P 73 P 74 376" IE: 32.2113 13 4 4 4 4 15 15 15 SDCB 76 CB TYPE 1 SOLID LID RIM: 36.39 IE: 31.98 12" (SE) IE: 31.98 12" (E) IE: 31.98 12" (W) SDCB 75 CB TYPE 1 SOLID LID RIM: 36.11 IE: 32.22 12" (SE) IE: 32.22 12" (NE) IE: 32.22 12" (W) SDCB 22 IE: 32.34 (SW) P 86 P 83P 85 P 8 7 SDCB 77 48" TYPE 2 CB SOLID LID RIM: 36.54 IE: 30.60 12" (SE) IE: 30.60 12" (NW) IE: 30.60 12" (E)P 63P 84 FILTERRA IE: 32.41 (NW) IE: 33.06 (S) SDCB 24 IE: 30.43 STORM PIPE TABLE NAME P 1 P 2 P 3 P 6 P 11 P 12 P 13 P 14 P 15 P 18 P 19 P 20 P 24 P 26 P 42 DETAILS 64 LF 12" PVC @ 0.50% 75 LF 12" PVC @ 0.50% 139 LF 12" PVC @ 0.50% 30 LF 8" PVC @ 2.87% 78 LF 8" PVC @ 0.98% 79 LF 8" PVC @ 0.50% 58 LF 8" PVC @ 0.50% 79 LF 12" PVC @ 0.50% 61 LF 8" PVC @ 0.50% 75 LF 8" PVC @ 0.50% 65 LF 8" PVC @ 0.50% 56 LF 8" PVC @ 0.51% 23 LF 12" CPEP @ 0.66% 296 LF 8" CPEP @ 0.50% 66 LF 8" PVC @ 0.50% STORM PIPE TABLE NAME P 44 P 45 P 63 P 68 P 69 P 70 P 72 P 73 P 74 P 83 P 84 P 85 P 86 P 87 DETAILS 29 LF 8" PVC @ 0.60% 38 LF 8" PVC @ 5.42% 37 LF 12" DIP @ 0.51% 6 LF 6" PVC @ 1.00% 9 LF 4" PVC @ 1.54% 3 LF 6" PVC @ 1.00% 75 LF 6" PVC @ 2.59% 8 LF 6" PVC @ 2.00% 7 LF 6" PVC @ 2.00% 24 LF 12" CPEP @ 0.50% 19 LF 12" CPEP @ 0.52% 48 LF 12" CPEP @ 0.50% 275 LF 12" CPEP @ 0.50% 34 LF 12" CPEP @ 0.50% STORM STRUCTURE TABLE STRUCTURE NAME SDCB 1 60" TYPE 2 CB SOLID LID N 181135.12 E 1302089.12 SDCB 2 CB TYPE 1 SOLID LID N 181134.73 E 1302153.50 SDCB 3 48" TYPE 2 CB SOLID LID N 181134.28 E 1302228.56 SDCB 4 CB TYPE 1 N 180994.82 E 1302226.32 SDCB 8 48" TYPE 2 CB N 181050.01 E 1302043.81 SDCB 9 CB TYPE 1 N 180957.44 E 1302157.61 SDCB 10 CB TYPE 1 N 180878.26 E 1302156.43 SDCB 12 CB TYPE 40 N 180916.04 E 1302225.14 SDCB 13 CB TYPE 40 N 180855.23 E 1302224.19 SDCB 16 CB TYPE 40 N 180849.94 E 1302378.52 STRUCTURE DETAILS RIM = 36.68 IE = 30.75 (12" E) IE = 30.75 (12" NW) IE = 30.75 (36" SW) RIM = 35.80 IE = 31.07 (12" W) IE = 31.07 (12" E) IE = 31.07 (8" N) IE = 31.57 (6" SE) RIM = 36.83 IE = 31.45 (12" W) IE = 31.45 (12" S) IE = 31.45 (8" E) RIM = 36.35 IE = 32.15 (12" N) IE = 32.15 (8" SW) IE = 32.15 (12" S) RIM = 38.13 IE = 31.60 (8" NE) IE = 31.60 (8" S) IE = 31.77 (6" W) RIM = 37.00 IE = 32.92 (8" NE) IE = 32.92 (8" S) IE = 32.92 (8" W) IE = 34.90 (6" E) RIM = 37.00 IE = 33.32 (8" N) IE = 33.32 (8" S) IE = 33.32 (8" NW) IE = 35.50 (6" E) RIM = 36.49 IE = 32.54 (12" N) IE = 32.54 (8" S) RIM = 36.35 IE = 32.84 (8" N) IE = 32.84 (8" S) RIM = 36.50 IE = 33.81 (8" N) STORM STRUCTURE TABLE STRUCTURE NAME SDCB 17 CB TYPE 40 N 180925.09 E 1302379.40 SDCB 18 CB TYPE 40 N 180990.33 E 1302380.20 SDCB 20 60" TYPE 2 CB SOLID LID N 181127.64 E 1302356.36 SDCB 40 CB TYPE 1 SOLID LID N 181133.88 E 1302294.53 SDCB 44 CB TYPE 1 N 180967.18 E 1302130.00 SDCB 45 CB TYPE 1 N 180907.67 E 1302132.29 SDCB 47 54" TYPE 2 CB SOLID LID N 181076.12 E 1302057.68 SDCB 48 48" TYPE 2 CB SOLID LID N 181041.44 E 1302350.36 SDCB 50 48" TYPE 2 CB SOLID LID N 181041.44 E 1302356.36 SDCB 51 48" TYPE 2 CB SOLID LID N 181053.44 E 1302362.36 STRUCTURE DETAILS RIM = 36.50 IE = 33.43 (8" S) IE = 33.43 (8" N) RIM = 36.30 IE = 33.10 (8" S) IE = 33.10 (8" NW) RIM = 36.49 IE = 32.08 (24" S) IE = 32.08 (12" NW) RIM = 35.63 IE = 31.78 (8" N) IE = 31.78 (8" W) RIM = 37.83 IE = 33.10 (8" E) IE = 33.77 (6" W) RIM = 37.76 IE = 35.38 (8" SE) RIM = 38.09 IE = 30.75 (8" SW) IE = 30.75 (36" NE) RIM = 37.76 IE = 32.08 (24" N) RIM = 37.84 IE = 32.08 (24" N) IE = 32.81 (8" SE) RIM = 37.76 IE = 32.08 (24" N) 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 12/13/17 WJF NORTH GRADING AND DRAINAGE PLAN C3.1 N MATCH LINE - SEE SHEET C3.2 KEYNOTES CURB DRAINAGE OPENINGS AT PARKING ISLAND, SEE DETAIL 10 ON SHEET C7.8. 60 LF 42" Ø DETENTION PIPE. 228 LF 36" Ø DETENTION PIPE. ACCESS RISERS. RIM A= 37.52 RIM B= 37.16 RIM C= 37.25 RIM D= 37.34 CONNECT ROOF DRAIN TO STORM DRAINAGE PIPE WITH A "WYE" CONNECTIONS. IE: 31.76 STORM DRAIN CLEANOUT TYPICAL. CONTROL MANHOLE. CONTECH FILTERRA LONG SIDE CURB INLET (6'x12') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=36.31 GUTTER=35.56 IE=32.27 CONTECH FILTERRA LONG SIDE CURB INLET (6'x10') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=35.93 GUTTER=35.18 IE=31.89 SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL ELEVATIONS. 4" SOLID PVC FOOTING DRAIN @ 1.0% MIN. CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA INLET PER SHEET C7.4 PROVIDE A SUMP PUMP IN THE BOTTOM OF THE DDCV DISCHARGING TO THE STORM DRAINAGE SYSTEM. PROVIDE A DOWNSTREAM CHECK VALVE. SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION. 6" BACKWATER CHECKVALVE WITH CAST IRON LID, FULLY ACCESSIBLE AND EASILY REMOVED FOR MAINTENANCE AND CLEANING. PROVIDE URBAN ACCESSORIES STANDARD ADA COVER. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2 C7.1 5 C7.1 2 C7.1 5 C7.1 1 C7.1 1 C7.2 2 C7.2 GRAPHIC SCALE 0 20 1" = 20 FEET 10 SEE SHEET C3.3 TED-40-3930R-393009 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 12/14/2017 SURFACE WATER UTILITY rstraka 12/14/2017 25 30 35 40 25 30 35 40 36.6836.3636.0835.5136.2636.6936.6836.2335.77N 181133.88 E 1302294.53 IE: 31.78 8" (N) IE: 31.78 8" (W) RIM: 35.63 SDCB 40 CB TYPE 1 SOLID LID 66 LF 8" @ 0.50% N 181134.28 E 1302228.56 IE: 31.45 12" (W) IE: 31.45 12" (S) IE: 31.45 8" (E) RIM: 36.83 SDCB 3 48" TYPE 2 CB SOLID LID 75 LF 12" @ 0.50% N 181134.73 E 1302153.50 IE: 31.07 12" (W) IE: 31.07 12" (E) IE: 31.07 8" (N) IE: 31.57 6" (SE) RIM: 35.80 SDCB 2 CB TYPE 1 SOLID LID 64 LF 12" @ 0.50% N 181168.55 E 1302043.04 IE: 30.43 12" (SE) IE: 30.43 12" (NW) RIM: 35.43 SDCB 24 CB TYPE 1 N 181179.28 E 1302025.70 IE: 30.33 12" (SE) IE: 30.33 12" (S) RIM: 35.73 SDCB 37 48" TYPE 2 CB SOLID LID EXIST. GRADE ELEV. PROPOSED GRADE ELEV. 23 LF 12" @ 0.66% 20 LF 12" @ 0.50% EXISTING GRADE @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE EXIST. 8" SEWER HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 1 URBAN ACCESSORIES STANDARD ADA COVER PROVIDE ETHOFOAM PAD AT CROSSING KEYNOTE N 181135.12 E 1302089.12 IE: 30.75 12" (E) IE: 30.75 12" (NW) IE: 30.75 36" (SW) RIM: 36.68 SDCB 1 60" TYPE 2 CB SOLID LID 34 LF 12" @ 0.50% N 181148.21 E 1302070.62 IE: 30.60 12" (SE) IE: 30.60 12" (NW) IE: 30.60 12" (E) RIM: 36.54 SDCB 77 48" TYPE 2 CB SOLID LID E F 2 B 0.46' D C A 1.07' 25 30 35 40 25 30 35 40 36.8337.2938.0638.0938.4238.1236.5637.0536.7336.4636.8936.4436.9037.6037.0436.5036.6136.9737.3337.3036.9136.53EXIST. GRADE ELEV. PROPOSED GRADE ELEV. EXISTING GRADE @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE 139 LF 12" @ 0.50% N 180750.20 E 1302377.18 IE: 34.12 8" (W) RIM: 36.35 SDCB 15 CB TYPE 1 155 LF 8" @ 0.50% N 180752.39 E 1302222.58 IE: 33.35 8" (N) IE: 33.35 8" (E) RIM: 36.35 SDCB 14 CB TYPE 1 103 LF 8" @ 0.50% N 180855.23 E 1302224.19 IE: 32.84 8" (N) IE: 32.84 8" (S) RIM: 36.35 SDCB 13 CB TYPE 40 61 LF 8" @ 0.50% N 180916.04 E 1302225.14 IE: 32.54 12" (N) IE: 32.54 8" (S) RIM: 36.49 SDCB 12 CB TYPE 40 79 LF 12" @ 0.50% N 180994.82 E 1302226.32 IE: 32.15 12" (N) IE: 32.15 8" (SW) IE: 32.15 12" (S) RIM: 36.35 SDCB 4 CB TYPE 1 N 181134.28 E 1302228.56 IE: 31.45 12" (W) IE: 31.45 12" (S) IE: 31.45 8" (E) RIM: 36.83 SDCB 3 48" TYPE 2 CB SOLID LID 1 1 1 1 1 25 30 35 40 25 30 35 40 36.6837.2337.7638.2337.9637.1037.9737.8037.8437.8537.8637.8637.8938.0538.2938.3137.74EXIST. GRADE ELEV. PROPOSED GRADE ELEV. FINISHED GRADE @ PIPE CENTERLINE EXISTING GRADE @ PIPE CENTERLINE N 181135.12 E 1302089.12 IE: 30.75 12" (E) IE: 30.75 12" (NW) IE: 30.75 36" (SW) RIM: 36.68 SDCB 1 60" TYPE 2 CB SOLID LID N 180719.70 E 1302001.10 IE: 34.73 12" (NE) RIM: 36.61 SDCB 25 CB TYPE 1 52 LF 12" @ 3.15 % N 180754.36 E 1302040.12 IE: 33.08 12" (SW) IE: 33.08 8" (N) IE: 33.41 4" (E) IE: 33.08 8" (S) RIM: 38.28 SDCB 26 48" TYPE 2 CB N 181050.01 E 1302043.81 IE: 31.60 8" (NE) IE: 31.60 8" (S) IE: 31.77 6" (W) RIM: 38.13 SDCB 8 48" TYPE 2 CB 30 LF 8" @ 2.87% N 181076.12 E 1302057.68 IE: 30.75 8" (SW) IE: 30.75 36" (NE) RIM: 38.09 SDCB 47 54" TYPE 2 CB SOLID LID 60 LF 42" @ 0.00% PROPOSED ELECTRICAL DUCT BANK 296 LF 8" @ 0.50% PROP. 8" WATER 6" 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 12/13/17 WJF STORM DRAINAGE PROFILES I C3.4TED-40-3930R-393012 PIPE CROSSINGS A TOP OF EX. 4" PWR=32.72 BOTTOM=32.39 B TOP OF EX. 2" PWR=32.29 BOTTOM=32.12 C TOP OF EX 4" PWR=33.34 BOTTOM=33.01 D TOP OF EX 4" PWR=34.59 BOTTOM=34.26 E TOP OF EX. 8" WTR=33.19 BOTTOM=32.49 F TOP OF EX. 2" PWR=34.32 BOTTOM=34.15 2 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 12/14/2017 SURFACE WATER UTILITY rstraka 12/14/2017 25 30 35 40 25 30 35 40 36.5236.6136.7036.2436.5836.1836.5636.1736.0235.9336.1236.3936.4936.29N 181148.21 E 1302070.62 IE: 30.60 12" (SE) IE: 30.60 12" (NW) IE: 30.60 12" (E) RIM: 36.54 SDCB 77 48" TYPE 2 CB SOLID LID N 181151.48 E 1302415.39 IE: 32.34 12" (SW) RIM: 35.38 SDCB 22 CB TYPE 1 24 LF 12" @ 0.50% N 181140.96 E 1302393.82 IE: 32.22 12" (SE) IE: 32.22 12" (NE) IE: 32.22 12" (W) RIM: 36.11 SDCB 75 CB TYPE 1 SOLID LID 48 LF 12" @ 0.50% N 181143.90 E 1302345.99 IE: 31.98 12" (SE) IE: 31.98 12" (E) IE: 31.98 12" (W) RIM: 36.39 SDCB 76 CB TYPE 1 SOLID LID 275 LF 12" @ 0.50% EXIST. GRADE ELEV. PROPOSED GRADE ELEV. EXISTING GRADE @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 1 URBAN ACCESSORIES STANDARD ADA COVER KEYNOTE EX. 8" SANITARY SEWER 1.59' 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 12/13/17 WJF STORM DRAINAGE PROFILES III C3.6TED-40-3930R-393013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 12/14/2017 SURFACE WATER UTILITY rstraka 12/14/2017 FIRE LANE - NO PARKING T T 46+0046+8529+74 30+00 31+00 32+00 33+00 34+00 34+96 26+0027+003636SDCB 37 SDCB 22 SEE DETAIL 5 SHEET C7.13 SDCB 23 SDCB 24 20 LF 12" DIP @ 0.50% EXIST. 8" W 8' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 NEW 12" CPEP S IE=31.22 ENCASING FOR FUTUREELECTRICAL CONDUIT.SDCB 54 SDCB 62 30 LF 12" @ 0.50% SDCB 55 30 LF 12" DIP@ 1.00%36 36 36SEE SHEET C3.3 FOR DRIVEWAY DETAIL R5.0' STA:32+07.73, 27.0' RTR5.0' STA:31+37.28, 27.0' RT SDCB 1 IE: 30.75 37 LF 12" DIP @ 0.51% 24 LF 12" CPEP @ 0.50% SDCB 75 SDCB 76 SDCB 77 IE: 30.60 3734 LF 12" CPEP @ 0.50% SDCB 56 91 LF 12" DIP @ 0.50%87 LF 12" DIP @ 0.64%25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 29+50 30+00 30+50 35.6231+0035.6435.6731+5035.6835.6032+0035.5235.4332+5035.3935.4033+0035.4135.4133+5035.4435.4634+0035.4934+50 35+00 0.11%0.33%0.03%0.10% GRADE BREAK STA = 30+57.18 ELEV = 35.597 GRADE BREAK STA = 31+45.60 ELEV = 35.696 GRADE BREAK STA = 32+38.52 ELEV = 35.389 GRADE BREAK STA = 33+26.59 ELEV = 35.414 GRADE BREAK STA = 34+11.58 ELEV = 35.503 EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE 35.535.735.535.535.735.835.835.835.735.635.635.635.535.435.435.535.435.535.535.535.5EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE 91 LF 12" DIP @ 0.50% STA 33+29.58, 20.92' RT IE: 33.24 12" (W) RIM: 35.25 SDCB 55, CB TYPE 1 20 LF 12" DIP @ 0.50% STA 26+38.78, 55.68' RT IE: 30.43 12" (SE) IE: 30.43 12" (NW) RIM: 35.43 SDCB 24 CB TYPE 1 30 LF 12" DIP @ 1.00% STA 26+20.31, 29.41' RT IE: 30.63 12" (N) RIM: 34.94 SDCB 54 CB TYPE 1 SDCB 37 STA 30+36.82, 10.45' RT RIM: 35.73 IE: 30.33 12" (SE) IE: 30.33 12" (S) 48" TYPE 2 CB SOLID LID TOP OF EX. 2" PWR=34.20 BOTTOM=34.03 TOP OF EX. 4" PWR=34.70 BOTTOM=34.37 TOP OF EX. 4" PWR=33.16 BOTTOM=32.83 TOP OF EX. 2" PWR=32.00 BOTTOM=31.83 TOP OF EX. 4" PWR=32.00 BOTTOM=31.67 TOP EX. 8" WTR=33.19 IE=32.49 TOP OF EX. 8" SEWER=29.54 IE=28.84 5 TOP OF EX. 2" PWR=34.32 BOTTOM=34.15 TOP OF EX. 4" PWR=34.59 BOTTOM=34.26 TOP OF EX. 8" WTR=32.73 IE=32.06 0.3' STA 32+38.58, 20.81' RT IE: 32.79 12" (E) IE: 33.29 6" (N) RIM: 35.39 SDCB 56, CB TYPE 1 (EXISTING) (MATCH EXISTING PIPE CROWN)STA 34+26.89, 32.15' RT IE: 32.34 12" (SW) RIM: 35.38 SDCB 22 CB TYPE 1 STA 34+56.57, 34.83' RT IE: 33.19 12" (S) RIM: 35.36 SDCB 23 60" TYPE 2 CB SDCB 39 STA 34+56.69, 18.24' LT RIM: 37.23 IE: 31.22 12" (EXISTING N) IE: 32.27 8" (S) MATCH EX. PIPE IE EXISTING TYPE 2 CB TOP OF EX. 4" PWR=33.34 BOTTOM=33.01 0.1' 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 12/13/17 WJF NORTH 4TH STREET FRONTAGE IMPROVEMENTS C6.1 N NORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTH3 C7.9 KEYNOTES RELOCATED LIGHT POLE. SEE SIGNAL PLANS. JUNCTION BOX TO BE DEMOLISHED AND REPLACED AT A NEW LOCATION, SEE SIGNAL PLANS. CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. PROVIDE 2'x2'x6" ETHOFOAM PAD AT CROSSING. NEW 12" DIP N IE=31.54 CONTRACTOR TO FIELD LOCATE NEW LADDER LOCATION AT SDCB 1169 WITH PUBLIC WORKS INSPECTION PRIOR TO APPROVAL. 1 2 3 4 5 6 2 GRAPHIC SCALE 0 20 1" = 20 FEET 10 3 3 3 1.THE EXISTING NORTH 4TH STREET PAVEMENT SECTION CONSISTS OF ASPHALT PAVEMENT OVER CONCRETE PAVEMENT. THE EXISTING ASPHALT AND CONCRETE PAVEMENT SECTION SHALL BE FIELD VERIFIED AND MATCHED IN THICKNESS. TYPICAL PATCH FOR RIGID PAVEMENT PATCHING AND RESTORATION PER DETAIL 1, SHEET C7.11. GENERAL NOTES: TED-40-3930R-393019 EXISTING "ONE WAY" SIGN 4 4 1 6 NEW 12" DIP N IE=31.54 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 12/14/2017 SURFACE WATER UTILITY rstraka 12/14/2017 FIRE LANE NO PARKINGF I RE LANE NO PARKING DSDSDST29+7430+0031+0024+00 25+00 26+00 27+00 28+00 36 36 SDCB 37 SDCB 24 20 LF 12" DIP @ 0.50% 12' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. SDCB 57 SDCB 54 30 LF 1 2 " D I P @ 1.0 0 % SEE SHEET C4.1 FOR NEW WATER MAIN, FIRE HYDRANT, AND SERVICES, TYP. STA:24+89.84, 21.0' RT ANGLE POINT SDCB 1 IE: 30.75 SDCB 77 IE: 30.60 3 7 34 LF 12" CPEP @ 0.50% 3 87 LF 12" DIP @ 0.64% SDCB 71 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 23+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+0023+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+00 0.23%0.48% 0.57% GRADE BREAK STA = 23+80.57 ELEV = 36.227 GRADE BREAK STA = 24+97.39 ELEV = 35.670 GRADE BREAK STA = 26+14.45 ELEV = 35.00136.936.336.336.236.036.035.935.835.635.535.335.2EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE EXIST. STCB 2255 EXIST. 16" D.I. WATER MAIN EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE NEW 6" WATER NEW 6" WATER NEW 1.5" WATER NEW 4" WATER NEW 8" WATER NEW 6" WATER VERTICAL SCALE: 1"=2' 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. STA 24+14.69, 20.92' RT IE: 31.89 12" (W) RIM: 36.03 SDCB 57 CB TYPE 1 30 LF 12" DIP @ 1.00% SDCB 37 STA 30+36.82, 10.45' RT RIM: 35.73 IE: 30.33 12" (SE) IE: 30.33 12" (S) 48" TYPE 2 CB SOLID LID TOP OF EX. 4" PWR=33.15 BOTTOM=32.82 TOP OF EX. 2" PWR=33.10 BOTTOM=32.93 TOP OF EX. 2" PWR=33.10 BOTTOM=32.93 EX. 22" SANITARY SEWER SDCB 71 STA 27+35.26, 15.18' LT RIM: 35.28 IE: 30.98 12" (W) IE: 30.98 12" (E) IE: 30.98 12" (S) 48" TYPE 2 CB OVER BUILD CATCH BASIN 6" CLEARANCE PROVIDE ETHAFOAM PAD 87 LF 12" DIP @ 0.64% STA: 27+35.42, 20.87 LT IE: 30.93 12" CPEP (E) IE: 30.90 12" CPEP (N) RIM: 35.08 STCB 6238, EX. TYPE 1 CB SDCB 54 CB TYPE 1 STA 26+20.31, 29.41' RT RIM: 34.94 IE: 30.63 12" (N) SDCB 24 CB TYPE 1 STA 26+38.78, 55.68' RT RIM: 35.43 IE: 30.43 12" (SE) IE: 30.43 12" (NW) SDCB 1169 STA 26+48.07, 18.94' LT RIM: 35.77 IE: 31.54 12" (N) (NEW) IE: 27.97 8" CONC. (W) IE: 27.97 8" CONC. (E) IE: 29.07 12" CPEP (S) EX. TYPE 2 CB REMOVE EX. LADDER & PROVIDE NEW LADDER AS DIRECTED BY THE CITY 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 12/13/17 WJF PARK AVENUE NORTH FRONTAGE IMPROVEMENTS C6.3NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10MATCH LINE STA 23+50 - SEE SHEET C6.2PARK AVENUE NORTH NORTH 4TH STREET1 C7.9 KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. REPLACE TRAFFIC LOOPS IN ACCORDANCE WITH CITY STANDARDS. COORDINATE LOOP REPLACEMENT WITH TRANSPORTATION MAINTENANCE DIVISION. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DETERMINE IF THE WATER LINE IS ABANDONED. IF THE LINE IS ACTIVE A TYPE 1 CB SHALL BE USED. IF ABANDONED THE LINE SHALL BE CUT AND CAPPED TO ALLOW TYPE 2 CB INSTALLATION. 1 2 3 4 1 1TED-40-3930R-393021 22 2 2 STA:26+14.36, 30.3' RT POINT OF TANGENCY 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 12/14/2017 SURFACE WATER UTILITY rstraka 12/14/2017 T44+00 45+00 46+00 46+8534+0034+963636 SDCB 22 SEE DETAIL 5 SHEET C7.13 SDCB 23 SDCB 62 30 LF 12" @ 0.50% SDCB 60 SEE LANDSCAPE PLANS FOR TREES ,TYP. SEE LANDSCAPE PLANS FOR TREES AND TREE GRATES, TYP. 37 LF 12" DIP @ 0.51% 24 LF 12" CPEP @ 0.50% SDCB 75 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 43+5036.2336.1244+0036.0435.9544+5035.8635.7745+0035.6835.5945+5035.5135.4246+00 46+50 47+00 0.35%36.336.236.336.136.035.935.835.735.535.535.435.435.735.5EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE VERTICAL SCALE: 1"=2' EX. 8" SANITARY SEWER 150 LF 12" DIP @ 0.50% 115 LF 12" DIP @ 0.49% 37 LF 12" DIP @ 0.51% STA 34+05.49, 43.01' RT IE: 32.22 12" (SE) IE: 32.22 12" (NE) IE: 32.22 12" (W) RIM: 36.11 SDCB 75 CB TYPE 1 SOLID LID STA 34+26.89, 32.15' RT IE: 32.34 12" (SW) RIM: 35.38 SDCB 22 CB TYPE 1 TOP OF EX. GAS=32.27 BOTTOM=31.52 TOP OF EX. AC WTR=32.25 BOTTOM=30.91 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 35.9246+0035.7435.4646+5035.7035.48STA 45+95.24, 13.79' RT IE: 33.34 12" (N) RIM: 35.41 SDCB 62 CB TYPE 1 STA 34+56.57, 34.83' RT IE: 33.19 12" (S) IE: 33.69 6" (N) TRANSITION TO 8" RIM: 35.36 SDCB 23 60" TYPE 2 CB 30 LF 12" DIP @ 0.50% 51 LF 8 " P I P E @ 2 . 7 7 % EX. 8" SANITARY SEWER STA 34+56.69, 18.24' LT IE: 32.27 8"CONC (NE) EXISTING IE: 32.17 8" CONC (S) EXISTING IE: 31.82 6" CONC (W) EXISTING IE: 31.22 12" (N) EXISTING RIM: 37.23 SDCB 39, EXISTING TYPE 2 CB 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 12/13/17 WJF GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS C6.6NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 MATCH LINE STA 43+50 - SEE SHEET C6.5GARDEN AVENUE NORTH NORTH 4TH STREET4 C7.9 12' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 PRECAST FILTERRA UNITMUTCD R5-10a "BUS AND AUTHORIZED VEHICLE PARKING 5AM - 5PM", 30' O.C., TYP. BUS PARKING STALLS 1 1TED-40-3930R-393024 KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. 1 2 PRECAST FILTERRA UNIT, W/ 8'x8' INTERNAL BYPASS-GRATE INLET W/ ADA FULL GRATE AND PLANTED WITH GRASSES FLOW LINE: 35.39 IE: 32.41 (NW) IE: 33.06 (S) 4 C7.11 4 C7.11 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 12/14/2017 SURFACE WATER UTILITY rstraka 12/14/2017 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 12/13/17 WJF 1 TYPICAL PATCH FOR RIGID PAVEMENT PATCHING AND RESTORATION DETAIL (HO33) NOT TO SCALE 2 SIGN MOUNTING ON SINGLE METAL POST (COR STD. PLAN 129) NOT TO SCALE SURFACING NOTES AND DETAILS IV C7.11 3 THERMOPLASTIC/PAINTED CROSSWALK (COR STD. PLAN 127) NOT TO SCALETED-40-3930R-393034 4 PRECAST FILTERRA UNIT INTERNAL BYPASS - GRATE INLET NOT TO SCALE 32.41 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 12/14/2017 SURFACE WATER UTILITY rstraka 12/14/2017