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HomeMy WebLinkAboutS-339907SEC 25, T 23 NI R 4 E, W.M. 1 LOT - STA. 23 +49 2 L +� A\ ��� LOT SANITARY SEWER��`.` �, �� CATCH LINE (TYP.) STUB IE = 13.67��' A`A_ ��� '.��� I 9 221 BEND LOT 31 W/CLEANOUT STA. 23 +55 3.0' LT. 26 LF 8 "0 PVC i TER L ! 1 - 12" ii-i`f,-•BEidB- ®•&fir 1.0% •. � � \ 00 THRUST BLOCKS ASPHALT WEDGE V � �L� ����� STA. 255, 13.4' LT.'. ^3 O CURB TYP. J[� 1 12" GATE VALVE (MJ'X MJ) o jz — _ — - _ y� - - _� 82�0D!// SM W\" ODiW __ YY_ W cjN \�q vcS 55LF12'dDI o_ _ _ — _ — _ Z Sar NCe 24 +00 259 PSLC� — x+00 - -. -_ _ -- - - 26 I- �V Lv SS - -55 W w \ n _ 3 _ __ - - - - -- -- --N06°0+07 4J— -_ _ —_ - z= UJ- -x— x — x-- x - -x -- — — _ _ -- x— x x— °x _ _ . =x - x= �_ = -x— Q� — - - - - -- STA. 23+00 8.5 RT. - -- - - -- -- - - - - -- _._. - - - - - -- FIRE HYDRANT ASSEMBLY STA. 25 +50. 13.5 RT. MH 5 EX: 12" W FIRE HYDRANT ASSEMBLY EX. 12" W -- yt__________ -- -- - - -wi& HYDRANT---------- PT - 23 +62.66 -' I SIDEWALK (TYP.) ------ - - - - -- ------ 1---- - - - - -- - - - - - -- -- 1----------------- - - - - -- ----- - - - - -- * STA. 24_10;1-10' LT. a nIY 1 -12 "x12" TEE (MJ X FL) \ 1 - 12" GV (FL X MJ) 'I 120 LF 12 "0 D.I. 1 - 12" CAP (MJ) W/ TEMP. 2" BLOW -OFF ASSEMBLY 4 -3/4" RODS THRUST BLOCKS 40 30 20 NOTE GRAPHIC SCALE 20 0 10 20 b 80 JEL ( IN FEET ) 1 inch = 20 ft LEGEND 24+00 1 CENTER LINE — - RIGHT OF WAY LINE - PROPERTY LINE - EASEMENT LINE SS SEWER LINE �--- SEWER LINE STUB WITH PLUG SEWER MANHOLE W 3. — W , —WATER LINE ONE WATER LINE STUB FIRE HYDRANT 4 W -3. N GATE VALVE W-3. W-3 ►iI THRUST BLOCKING t . AIR / VACUUM RELIEF VALVE *BO BLOWOFF ASSEMBLY UTILITY NOTES: 1. ALL SANITARY SEWER PIPES TO BE 8 "0 PVC SDR 35. 2. ALL WATER PIPES TO BE POLYWRAPPED 12 "0 DUCTILE IRON CLASS 52. 3. ALL SEWER, STORM AND WATER STUBS TO BE CAPPED AND MARKED PER CITY OF RENTON STANDARDS. *INSTALL 12" MJ CAP WITH 2" TEMPORARY BLOW -OFF ASSEMBLY FOR ALL WATER STUBS TO INDIVIDUAL LOTS. SHACKLE END CAPS TO VALVE AT MAIN LINE. THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800 GALLONS PER 111INME (GPM). ANY DEVELOPMENT WITHIN THE BOEING LONGACRES PARK THAT HAS A FLOW FLOW DEMAND OVER 2,800 GPM WILL BE REQUIRED TO INSTALL ADDITIONAL OFF -SITE AND ON -SITE WATER MAIN IMPROVEMENTS, WHICH WILL INCLUDE, BUT NOT BE LIMITED TO, A SECOND 12 -INCH WATER LINE IN SW 27TH STREET FROM THE EXISTING 12 -INCH WATER LINE IN OAKESDALE AVENUE SW AND THE NEW 12 -INCH LINE SHALL EXTEND TO THE WEST, AND /OR AS REQUIRED TO PROVIDE THE REQUIRED FIRE FLOW DEMAND FOR THE PROPOSED DEVELOPMENTS, IN CONFORMANCE WITH THE CITY OF RENTON'S DEVELOPMENT REGULATIONS. 23 +00 23 +50 24 +00 24 +50 25 +00 a: �. :aa •, a 1• PI 1•i P r `r a • Ir al 9', a' ',a' ,>,`7 •: PI'J Mt 1 1 1 PI 1 ` 1 : - `71 • 1 PI i •al ' i MPJ 07/07/08 Drawn By: MPJ /WLG RECORD DRAWINGS Checked By: Project No. WED 30950005 C. W.] � ab; 0_339!90B s- 33g9o7 BOEING LONGACRES PARK SANITARY SEWER AND WATER o = \ NACRES AVE SW PLAN AND PROFILE SW -3.1 606 Columbia St N.W., Suite 106 T (360) 786 -9500 RENTON WA Olympia, WA 98501 F (360) 786 -5267 , ab; 0_339!90B s- 33g9o7