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HomeMy WebLinkAboutS-365401BREMERTON TOWNHOMES I I A PORTION OF THE NE 1/4 & NW 1/4 ++ SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W. M. I + TAX PARCELS 1 SSMH #1 SEWER TEES 722700 -0010 TAX PARCEL 1 STRADDLE EX. SEWER MAIN S1 0+41.3, IE =398.60 - 722700 -0020 - - 205050 -0010 _ - - - - FAX PARCEL STANDARD 48" SS MANHOLE S2 - 0 +49.39.3 , IE= 398.68 - 152305 -9031 STA. 0 +12.95, 4.00' RT S3 - 0 +61.8, IE= 398.81 - - RIM= 406.0± S4 0 +90.3, IE= 399.09 1 r IE (EX. 8 ")= 398.09 S5 - 0 +91.3, IE= 399.10 - - - - - - - S6 - 1 +13.6, IE= 399.32 - - IE (8" IN)= 398.19 S7 - 1 +19.2, IE= 399.38 SSMH 5 # _ - S8 - 1 +31.6, IE= 399.51 I 1 I - - - � � I ----- - - - - -- SSMH #2 S9 - 1 +38.2, IE= 399.57 I SSCO, 0 +91 SSCO, 1 +00 I I- - - - - - LILI STANDARD 48" SS STA. 2 +211.05, 6.74' MANHOLE S110 - 1 +77.8, IE= 399.97 z 1 IE 24 00 E= 407.00 III SSC STA. 10 +07.59, 18.26' RT S12 - 1 +79.6, IE= 399.99 Lil I 23 I I RIM = 410.48 S13 - 1 +84.8, IE= 400.04 1 11 GFE =413.0 GFE = 413.0 E= 404.50 IE (8" OUT)= 400.29 S14 - 1 +97.6, IE= 400.17 Q I I SSCO, 0 +83 T GFE =410.5 (n o f I I IE= 406.50 I R E (8° IN)- 400.39 S15 - 0 +20.7, IE= 402.08 RIDGEIOEW COURT Z o - W - - p z l SSCO, 0 +79 I AR S16 - 0 +41.6, IE 402.39 VOL. 235, PGS. 75 -78 S18 H - I E- 406.50 1 1 YE -O+&4 WI 0+7 20 SSMH 3 S17 - 0 +88.3, IE 403.09 1 GFE =412.5 GFE =410.5 # 25 [E=404.65 I E= 405.66 S18 - 1 +09.1, IE= 403.41 W - - - I = STANDARD 48° SS MANHOLE S19 - 0 +34.5, IE= 401.29 � oo GFE =412.5 - 8 Z STA. 2 +27.76, 25.98' RT = S20 - 0 +63.0, IE= 401.72 � I 1 1 I 83LF 6" PVC., t STA. 10 +27.19, 10.50' RT = S21 - 0 +18.0, IE= 402.36 m " I I I o Si STA. 29 +90.89, 5.38' RT S22 - 0 +19.0, IE= 402.38 79LF 6" PVC 1 I I S =7.87% - - I ~ RIM = 409.76 S23 - 0 +34.0, IE= 402.60 I 1 S =9.38% I 91LF 6" PVC 111 jQ 7 S 0 Z IE (8" OUT)= 400.60 S24 - 0 +35.0, IE= 402.62 IE =403 O C 2 S =8.68% 100LF 6" PVC GFE =412.0 -IE= 404.0 - I GFE =4 12.0 22 5 =7.04% 1 1 SSCO, I 133LF 8" PVC 0 IE (8" IN)= 400.70 I I 1 I 1 GFE =412.0 21 IE =406.0 SSCO E=40 .50 S =1.50% CROSSINGS I ssco GFSSCO2'0 I - - w SSMH #4 #1 - IE 8" WA = 402± 27LF 6" VC 1 E= 406.00 IE- 406.00 1 1 11 I 27LF 6" PVC � STANDARD 48" SS MANHOLE TOP 8" SS = 398.68 S =15. 2% 1 1 1 1 1 S= 22.07% 721 H #2 I E= 403.00 w STA. 30 +88.09, 5.45' RT = SEPARATION = 3.32' Of STA. 10 +65.78, 78.72' LT #2 - IE 12" SD - 404.67 - X'ING GFE =410.5 2Zf F, F 9 M RIM = 410.34 TOP 8" SS - 399.11 X'ING 4 6 P S16 # 27LF 6" PVCI i 8 PVC GFE =410.5 TAX PARCELS IE (8" OUT) =401.67 SEPARATION = 5.56' 5= 24.52% S =1.00% THROUGH 0 +00 5 =23.81 % 332830 -0010 E (8" IN)= 401.77 #3 - IE 8" SD = 404.80 1 +00 NE 3RD LAN ' 10 TOP 8" SS = 399.42 -T S gg S N88 °09'35 2 0 o SSMH #3 I 97LF 8" PVC 332830 -0350 SSMH #5 SEPARATION = 5.38' 21OLF S =1.00% S15 STANDARD 48" SS MANHOLE #4 - IE 10" WA = 405.88 SSMH #1 I X S7 'ING #3 S4 S5 S9 S =1. 0% _ STA. 3 +48.71, 73.66' RT = TOP 6" SS = 400.62 X'ING #1 S11 X'ING #9 STA. 30 +85.38, 127.64' LT SEPARATION = 5.26' 1 6" pV _ X'ING - - - _ - 31 +00\ 31 +20 NE 3RD LANE I -I - o +oo RIM = 410.54 #5 - IE 10" WA - 407.39 _ - _ „ ` � S= 22.74% � � .. - - - - - - - T� - - - - -- IE (8' OUT)= 403.77 TOP 6" SS = 401.23 - 1 1 I X'ING #2 0 1 1 CO I I Si X'ING SEPARATION = 6.16' + E= 403.00 I 1 I #6 (- SSMH #6 #6 - IE 12" SD = 402.60 +N I 1 I I 1 I 1 S� I GFE =410.5 _ -- STANDARD 48' SS MANHOLE TOP 8' SS = 401.21 II I X'ING SSMH #4 STA. 11 +15.73, 6.42' RT SEPARATION = 1.39' 55LF 6" PVq GFE =412.0 I #7 X, 11 RIM = 409.65 S =11 64% ; #7 - IE 12° SD = 402.90 O 3 4 IIj 6 S19 SSCO IE (8" OUT)= 401.99 TOP 8" SS = 401.58 NOTES: N ;'' GFE =412. FE =412.5 8" PVC Z\ y IE= 404.50 2 L GFE =410. IE (8" IN)= 402.09 SEPARATION = 1.32' 1. ALL SANITARY SEWER PIPE SHALL BE N I 1 GFE= 5 GFE =410.5 S= 1.50% 12 35LF 6" PVC I I �, I GFE =412.5 1 11 1 � SSMH 7 #8 - IE 10" WA = 405.68 GREEN IN COLOR. 1 II X'ING #10 Z S =9.17% # TOP 8" SS = 402.71 Q, STAND1 STANDARD SS MANHOLE SEPARATION = 2.97' 2. SEE PROFILES ON SHEETS C9.1 & C9.2. z I SSCO, 0 +55 - - - _ _ SSCO RT #9 - IE 12" WA = 403.70 < IE= 405.00 1 - - - - _ _ IE= 404.50 RIM = 410.39 3. ALL TRENCH RESTORATION TO BE PER n - - - - - - - _ 31LF 6" PVC TOP 8' SS = 402.60 IE (8" OUT)= 403.02 CURRENT CITY OF RENTON "TRENCH � 19LF 6" PVC 19LF 6' PVC - - - - 20 + 5 =8.97% SEPARATION = 1.10' - 19LF 6' PVC - - - IE (6" IN)= 403.12 #10 - IE 8' SD = 406.54 RESTORATION AND STREET OVERLAY" DETAIL. oo 1 1 S= 37.74% S= 36.79% 12LF 6" PVC - SSCO S= 34.26% S= 17.67% SSMH #6 29LF 6" PVC TOP 8" SS = 403.06 w IE= 406.50 SSCO SSCO SSCO - - - S =7.38% 4. EASEMENT LOCATION SHOWN -SEE SHEET I IE= 406.50 IE= 406.50 SEPARATION = 3.48' E= 404.50 I SSCO C -9.3 FOR SIZING. Call 2 Working Days Before You Dig I I 19LF 6" PVC 12LF 6" PVC I IE= 404.50 1-800-424-5555 PROJECT #: U 12 0 0 9 3 S =22SS o S=20.00%1 22 S21 s°„ 6" E= 404.50 18 13 SSCO Utilities Underground Location Center E= 405.00 (D.MTM.OR.WA) GFE- 0.5 GF 10.5 IE= 405.00 CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION Date ate Date Comments: Date IN r7 III Cd. y R• CpN o TAX PARCEL o«rS =1.50% 20LF 5" PVC Q o` WA y S� + - S =9.40% mQ¢� ^.� " I 152305 -9192 12LF 6" PVC SSCO S= 15.67% 17 IE= 405.00 38S6E S=365401 FE =411.0 2 p 4ryA L I I Z5 -xG- av13 CONCEPT ENGINEERING, INC. GRAPHIC SCALE I 16 z -I I 15 455 Rainier Boulevard North 1 I GF 11.0 ° I GFE =411.0 - Issaquah, Washington 98027 N (425) 392 -8055 FAX (425) 392 -0108 ( IN FEET) SSCO I o _ 1 inch = 20 ft. IE= 405.00 1 L - - - SSMH #7 � I Copyright © 2012 Concept Engineering, Inc. All rights reserved. -� - 7 - OTHERS ° 1"=20' CITY Fi: } CITY OF BREMERTON TOWNHOMES 7-31-12 CH.. - - - ertc/tnss _ TAX PARCEL TAX raw DATUM �` RENTON SEWER PLAN S 421962- 0020 42 962-0 1O TAX PARCEL MSS 10 12 BRC CHEO . " '"" 421962 -0030 421962 -0240 6RC Al n, s�+E I Planning /Building /Public Works Dept. C -9 °0 IF HOT ME INCH BY DATE APPR �- so" ACCMNX y 21 c.p: s- 36s4oIII,