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Home My WebLink AboutS-339908I v R LOT *STA. 27+21, 12.1' LT. 1 - 12 2° TEE MJ X FL 1 - 12" GV (FL X MJ) 125 L.F. 12 "0 p.l. 1 - 12" CAP (MJ) W/ 2" TEMP A. 26 +16, 27' LT. BLOW -OFF ASSEMBLY ,NITARY SEWER STUB IE = 12.27 4 - 3/4" RODS T 29 THRUST BLOCKS SEC 257 * STA. 28 +56 3.4' ALT. 1 - 12 "02" TEE �MJ X FL) 1 1 - 12" GV (FL X, MJ) I 125 L.F. 12 "0 D.1.0 1 - 12" CAP (MJ)0 W/ 2" TEMP. 23 N, R 4 E/ W.M. I ?+ 1 30' LT. BLOW -OFF ASSEMBLY WATE ,LINE STUB * 29 4 - 3/4" RODS THRUST BLOCKS STA. 28 +4+2, 28.45' LT. I SANITARYi SEWER STUB IE 1 11 11 1 I 12" WATER LINE STUB* LOT 28 *STA. 28+71, 5.3' LT. 'LOT 1 - 12' °x12" TEE/Ad STA. 28 +67 30' LT. ) 12'° WATER LINE STUB* 1 - 12 °° GV (Fl, X MJ LOT 27 125 L.F. 12 "0' D.I. O W/CLEANOUT CATCH LINE (� F" o LOT 28 ( i� +� 30 i , `� W�CLEANOIYT I NN ry� # ➢ 35.5 LF 8'0 PVC ®05�i 25 ti Ii. I H U ` 5.5 LF 8 0 PVC ®9 5 fr 0.7X1 [ ' - - / iJ ;, I ' w LF 12 1U) -- i W o W 128 "0 D1 i W 15 L! -- — 0} - �C _ - -�\\\ 223LF8 "O PVC S Q w 0& SS 27+ SS _ Z SS - _ — -_ S - - -- - -x -- - -x-1 —x - _ STA. 28 +50 25' RT. - FI E, HYDRANT ASSEMBLY -� W%6 HYDRANT BARREL -EX. 12" W SIDEWALK (TYP) PC = 28 +75.19 i - - - - - - - - STA. 28 +82.5 7.5' LT. PT ° 26 +83.41 1 - 12" 45' BEND i I THRUST BLOCKS - PRC = 27 +94.32 r------ - - - - -- -- STA: 28 +87, 4.5' LT. 1 - 12" 45' BEND THRUST BLOCKS I 40 30 20 10 26 +00 EXISTING AT CENT v z z =o FINISHED GRADE\ u w AT CENTERLINE Y TO LOT 29 223 LF 8'10 PVC SEWER MAIN AT 00.5% SCALE . I` N E N N N --------------------- - - - -- - -_y,- 9 LF 112 "0 DI 26 +50 27 +00 27 +50 �sltll'» �t��i10.k1 :d1�6( /:1'"1C[lih$111iIK:V(1;� �.� By: Issue Date: THEM M : -0a '1 al 1' P1 11 P DESIGN a MODIFIED HEREIN, ' °d' }a a PI'J CONDITIONS 1 CONSTRUCTION SHOWN, BASED '1 PI 1' 1 /i RECORD, DOCUMENT DOES NOT REPRESENT `i DETAILED FIELD SURWY. THE ENGINEER a'd: CERTIFIES RECORD DRAWINGS BASED LPN THE METHODOLOGY DESCRIBED :1 CONSTRUCTION r CONSISTENT DESIGN a E)(CEPT AS NOTED, AND ACCURATELY ' a °' y E)USTING CONDITID • a' CONTRACTOR Checked By: Project No. D SURVEYOR " 1 1 91 RECORD INFORMAION. 1 11i:1�21i:111$ 01 TO LOT 28 AND129I MA WA 61 LF `0 PVC SEWER - MAIN A 0.84% 28 +00 (— exrms� a /oVb9 — 7— _ — U2 __� 35 LF Y 112 "0 DI W HYDRANIi �I� -- -- TING TO LOT 27 0 r Z s- -10 15LF12'OOf W NOTE THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800 GALLONS PER MINUTE (GPM). ANY DEVELOPMENT WITHIN THE BOEING LONGACRES PARK THAT HAS A FLOW FLOW DEMAND OVER 2,800 GPM WILL BE REQUIRED TO INSTALL ADDI110NAL 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. GRAPHIC SCALE 20 6 10 M b 9p ( IN FEET ) i inch = 20 ft LEGEND 24 +00 I - CENTER LINE - - RIGHT OF WAY LINE PROPERTY LINE SS SEWER LINE �--- SEWER LINE STUB WITH PLUG 0 SEWER MANHOLE W -3. - — W —WATER LINE ►F —WATER LINE STUB FIRE HYDRANT 4 W -3. H GATE VALVE W-3. ►i-I THRUST BLOCKING AIR / VACUUM RELIEF VALVE �B0 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. 1 - 12 CA (MJ) W/ 2 TEMP. BOW -OFF ASSEMBLY N p NACRES AVE SW 4 - 3/�9 RODS \ SW -3.2 o '- 606 Columbia St. NX, Suite 106 T (360) 786 -9500 RENTON WA THRU BLOCKS N p t ~ M Cq w .PAcLAmo.mm STA. 28 +91; 32' LT. SANITARY SEWER STUB IE = 10.48 =-- LOT 27 W /CLEANOUT( 31 LF 8 "0 PVC =Z izZO W S70•02'29 „w -- -EX. 12” W- - - - - ------ — — _ ._ _ — _ �� I - _ - _ INTERCEPT EXISTING SEWER LINE 'NTH NEW _ PIPE. AS FIRST ORDER OF WORK, STA. 128 +90, 111 RT. I CONTRACTOR SHALL VERIFY HORIZONTAL ONNECT NEW WATER MAIN TO EXISTING tiY -' AND VERTICAL LOCATION OF SEWER ALVE. PRIOR TO WORKI CONTRACTOR TO VERIFIY CONNECTION POINT AND NOTIFY ENGINEER (HORIZONTAL AND VERTIC L LOCATION IOF WATER I i IMMEDIATELY IF LOCATION IS NOT AS /LINE CONNECTION. SEE ENTON STANDARD /f SHOWN. DETAIL 1116. STA. 28+75.19 BACK = STA. 3+36.37 AHEAD SCALE . I` N E N N N --------------------- - - - -- - -_y,- 9 LF 112 "0 DI 26 +50 27 +00 27 +50 �sltll'» �t��i10.k1 :d1�6( /:1'"1C[lih$111iIK:V(1;� �.� By: Issue Date: THEM M : -0a '1 al 1' P1 11 P DESIGN a MODIFIED HEREIN, ' °d' }a a PI'J CONDITIONS 1 CONSTRUCTION SHOWN, BASED '1 PI 1' 1 /i RECORD, DOCUMENT DOES NOT REPRESENT `i DETAILED FIELD SURWY. THE ENGINEER a'd: CERTIFIES RECORD DRAWINGS BASED LPN THE METHODOLOGY DESCRIBED :1 CONSTRUCTION r CONSISTENT DESIGN a E)(CEPT AS NOTED, AND ACCURATELY ' a °' y E)USTING CONDITID • a' CONTRACTOR Checked By: Project No. D SURVEYOR " 1 1 91 RECORD INFORMAION. 1 11i:1�21i:111$ 01 TO LOT 28 AND129I MA WA 61 LF `0 PVC SEWER - MAIN A 0.84% 28 +00 (— exrms� a /oVb9 — 7— _ — U2 __� 35 LF Y 112 "0 DI W HYDRANIi �I� -- -- TING TO LOT 27 0 r Z s- -10 15LF12'OOf W NOTE THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800 GALLONS PER MINUTE (GPM). ANY DEVELOPMENT WITHIN THE BOEING LONGACRES PARK THAT HAS A FLOW FLOW DEMAND OVER 2,800 GPM WILL BE REQUIRED TO INSTALL ADDI110NAL 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. GRAPHIC SCALE 20 6 10 M b 9p ( IN FEET ) i inch = 20 ft LEGEND 24 +00 I - CENTER LINE - - RIGHT OF WAY LINE PROPERTY LINE SS SEWER LINE �--- SEWER LINE STUB WITH PLUG 0 SEWER MANHOLE W -3. - — W —WATER LINE ►F —WATER LINE STUB FIRE HYDRANT 4 W -3. H GATE VALVE W-3. ►i-I THRUST BLOCKING AIR / VACUUM RELIEF VALVE �B0 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. W SANITARY SEWER AND WATER N p NACRES AVE SW PLAN AND PROFILE SW -3.2 o '- 606 Columbia St. NX, Suite 106 T (360) 786 -9500 RENTON WA N p t ~ M Cq w .PAcLAmo.mm C5 oo i1 �+ ^z =-- =Z izZO W SCALE . I` N E N N N --------------------- - - - -- - -_y,- 9 LF 112 "0 DI 26 +50 27 +00 27 +50 �sltll'» �t��i10.k1 :d1�6( /:1'"1C[lih$111iIK:V(1;� �.� By: Issue Date: THEM M : -0a '1 al 1' P1 11 P DESIGN a MODIFIED HEREIN, ' °d' }a a PI'J CONDITIONS 1 CONSTRUCTION SHOWN, BASED '1 PI 1' 1 /i RECORD, DOCUMENT DOES NOT REPRESENT `i DETAILED FIELD SURWY. THE ENGINEER a'd: CERTIFIES RECORD DRAWINGS BASED LPN THE METHODOLOGY DESCRIBED :1 CONSTRUCTION r CONSISTENT DESIGN a E)(CEPT AS NOTED, AND ACCURATELY ' a °' y E)USTING CONDITID • a' CONTRACTOR Checked By: Project No. D SURVEYOR " 1 1 91 RECORD INFORMAION. 1 11i:1�21i:111$ 01 TO LOT 28 AND129I MA WA 61 LF `0 PVC SEWER - MAIN A 0.84% 28 +00 (— exrms� a /oVb9 — 7— _ — U2 __� 35 LF Y 112 "0 DI W HYDRANIi �I� -- -- TING TO LOT 27 0 r Z s- -10 15LF12'OOf W NOTE THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800 GALLONS PER MINUTE (GPM). ANY DEVELOPMENT WITHIN THE BOEING LONGACRES PARK THAT HAS A FLOW FLOW DEMAND OVER 2,800 GPM WILL BE REQUIRED TO INSTALL ADDI110NAL 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. GRAPHIC SCALE 20 6 10 M b 9p ( IN FEET ) i inch = 20 ft LEGEND 24 +00 I - CENTER LINE - - RIGHT OF WAY LINE PROPERTY LINE SS SEWER LINE �--- SEWER LINE STUB WITH PLUG 0 SEWER MANHOLE W -3. - — W —WATER LINE ►F —WATER LINE STUB FIRE HYDRANT 4 W -3. H GATE VALVE W-3. ►i-I THRUST BLOCKING AIR / VACUUM RELIEF VALVE �B0 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. BOEING LONGACRES PARK SANITARY SEWER AND WATER p NACRES AVE SW PLAN AND PROFILE SW -3.2 606 Columbia St. NX, Suite 106 T (360) 786 -9500 RENTON WA Olympia, WA 98501 F (360) 786 -5267 t w .PAcLAmo.mm