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HomeMy WebLinkAboutzS-3399Setr r C u 3 3 c �3 U C O J O 0 m c 0 v L i STA. 19 +68, 86' LT. SANITARY SEWER STUB = 16.07 L - � LOT 30 STA. 19 +51.5, 80' LT. 12" WATER LINE STUB* / 12" CAP W/ 2' TEMP. / s BLOW -OFF ASSEMBLY THRUST BLOCKS LOT 30 STA. 19 +80 50.0' LT. 1 - 12" 45' BEND THRUST BLOCKS 1 STA. 19 +31, 15' LT. 12" WATER LINE STUB# 1 LOT 32 49 1 12' STA. 19 +31, 15' LT. 2" AIR /VACUUM RELIEF VALVE \ I - 12" VERTICAL CROSS (FOR POLI-YPIGGING)(MJ X FL) \ 12" CAP (MJ) NTH 2" BLOW -OFF ASSEMBLY \ SEE RENTON STANDARD \\ DETAIL B114. STA 19 +80 15.0' LT. \` - 12 'x12' TEE 2- 12 ' GV THRUST BLOCKS �_ i, 132 M= SEC 25, T 23 N, R 4 -E1 W.M. Mq ( 13 tF -12 "0 DI W S I , __ - - - -- STA. 22 +82.5 10.0' LT. LF 8 "0 PVC 1 - 12 "x12° TEE (FL X FL) >� �\ O 0.5% 3 - -127 GV (FL X MJ) / / \ THRUST BLOCKS / \ STA. 22 +75 8.0' LT. / \ \\ LOT 31 1 - 12" 22.5' B(WD �W X MJ) / \ \ i - 12" 11.25' BEND, (MJ X MJ) \ \ THRUST BLOCKS CATCH LINE STA. 22 +09, 12.5' L.T. ' 1 - 12" 22.5' BEND, GRAPHIC SCALE 20 0 10 20 10 BD HEFT S4 23 Jr00 ( IN FEE` ) 1 inch = 20 tt 3 Ss ° \ MH THRUST BLOCKS 1 STA. 21 +50.5, 12.5' LT. \ 1 - 12" 22.5' BEND °° \ 3N %ASW HES �a� -- THRUST BLOCKS �- \ ---- - - - - -- wA n � \ �'/ �i`L �55� 1 `; W o -t° -y- W 120 LF 12' 0 48 F 12 0 W 5g \� a' - o 20 00 105 LF O PVC SS - - / MH/ 3 MH# 2JV / 7 I SIDEWALK (TYP.)-J STA. 21 +00 8.5' RT. FIRE HYDRANT ASSEMBLY^ R 1 i t �. J STA. 19+64,\-25' R T SEE SHEET CR -2.4 FOR STORM : 111 SANITARY SEWER STUB, DRAINAGE POND INFORMATION. LOT 32�1� II I1' FINISHED -GRADE /-AT CEWT flL APPROXIMATE EXISTING GRADE AT CENTERLIKE ----------- z TO LOT 32 TO LOT 30 TO LOT 32-/ 86 LF 8 0 PVC SEWER MAIN AT 0.5% SCALE O DATUM ELEP 5.00 J C' N II If It N N It ZZo L j W LaJ !E! TO FIRE HYDRANT TO LOT 30 ! 105 LF 8`0 PVC SEWER MAIM AT 0.5% I x EX. 12� W j STA. 23 +0 8.5' RT. x FIRE HYDRANT ASSEMBLY I I CONNECT NEW WATERI MAIN TO � EXISTING 12" WATER LINE STUB I X REMOVE EXISTING BLOW OFF. I SEE CONNECTION DET�ILS, I RENTON STANDARD D TAIL 8116 417 LF 12 "0 DI W X THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800 GALLONS PER IIINUTE (GPM) ANY -- 82, LF 8 "0 PVC SEWER) - MAN-- AT-0-.5Yv 13 LF 12 "0 DI 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 No. Date By Revision Description Designed By: Issue Date: MPJ 07/27/20Q7 Drawn By: MPJ /WLG MYLAR Checked By: Project No. WED 50063002 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. LEGEND 24 +00 - +- - 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 111110 --- WATER LINE STUB FIRE HYDRANT OW�_3. H GATE VALVE 33. ►J-1 THRUST BLOCKING i3 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 WATER STUBS TO INDIVIDUAL LOTS. r _C.: "D FCl CG'; SHACK E CA S TO VALVE AT MAIN LINE. �T O CITY T NDAn0 14 + Date 1 ALL- Ayaw ��� '� Date 3-131/03' Date hE L s. �~y 6as r,�,,s�� BOEING L®NGACRES PARK 0 1 ® NACRES AVE SW SANITARY SEWER AND WATER SW -3.0 8'1go � p� q PLAN AND PROFILE I &L V 606 Columbia St N.W., Suite 1D6 T (360) 786-9500 RENTON, ®N, WA WHO 6/01/07 Olympia, WA 98501 F (360) 786-5267 www.PAcLAND.com ROLL 208 IF 4-5':12 � p II .--• C C) II ^ I II IQNZ=p ��- v� w w ( v PROVIDE 0.5' MIN. T TO EXISTING SAND- CUSHION. T TO FIRE 0 169 LF 12 0 DI W H HYDRANT 58 LF 8 "0 PVd SEWER 6 661 LF 8 "0 PVC SE R MAIN AT 0.5% M MAIN AT 0.5% _ _ 82, LF 8 "0 PVC SEWER) - MAN-- AT-0-.5Yv 13 LF 12 "0 DI 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 No. Date By Revision Description Designed By: Issue Date: MPJ 07/27/20Q7 Drawn By: MPJ /WLG MYLAR Checked By: Project No. WED 50063002 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. LEGEND 24 +00 - +- - 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 111110 --- WATER LINE STUB FIRE HYDRANT OW�_3. H GATE VALVE 33. ►J-1 THRUST BLOCKING i3 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 WATER STUBS TO INDIVIDUAL LOTS. r _C.: "D FCl CG'; SHACK E CA S TO VALVE AT MAIN LINE. �T O CITY T NDAn0 14 + Date 1 ALL- Ayaw ��� '� Date 3-131/03' Date hE L s. �~y 6as r,�,,s�� BOEING L®NGACRES PARK 0 1 ® NACRES AVE SW SANITARY SEWER AND WATER SW -3.0 8'1go � p� q PLAN AND PROFILE I &L V 606 Columbia St N.W., Suite 1D6 T (360) 786-9500 RENTON, ®N, WA WHO 6/01/07 Olympia, WA 98501 F (360) 786-5267 www.PAcLAND.com ROLL 208 IF 4-5':12 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. LEGEND 24 +00 - +- - 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 111110 --- WATER LINE STUB FIRE HYDRANT OW�_3. H GATE VALVE 33. ►J-1 THRUST BLOCKING i3 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 WATER STUBS TO INDIVIDUAL LOTS. r _C.: "D FCl CG'; SHACK E CA S TO VALVE AT MAIN LINE. �T O CITY T NDAn0 14 + Date 1 ALL- Ayaw ��� '� Date 3-131/03' Date hE L s. �~y 6as r,�,,s�� BOEING L®NGACRES PARK 0 1 ® NACRES AVE SW SANITARY SEWER AND WATER SW -3.0 8'1go � p� q PLAN AND PROFILE I &L V 606 Columbia St N.W., Suite 1D6 T (360) 786-9500 RENTON, ®N, WA WHO 6/01/07 Olympia, WA 98501 F (360) 786-5267 www.PAcLAND.com ROLL 208 IF 4-5':12 E C 3 3 c d a 3 E v 4l U O O J c 0 m 0 / C O ; 3 0 00 �XO cy\\n�_ C') �A-- LF _� 8Z �Q C15 SEC 25, T 23 N, R 4 E, W.M. STA. 23 +49, 27' LL _ > T '' SANITARY SEWER CATCH LINE (TYP.) STUB IE - 3.67 i LOT 31 Lu' � STA 24}10 32' LT. STA. 23 +55, 13.0' LT. -26 LF 8 "0 PVC 12° WATER LINE STUB1k 1 - 12° 11.25" BEND . @ 0.5% LOT 31 THRUST BLOCKS ASPHALT WEDGE STA. 25 +55, 13.0' LT. STA. 23 +00 85' RT. FIRE HYDRANT ASSEMBLY CURB TYP. 1 - 12" GATE VALVE (MJ'X MJ) O CD 5s LF 1Z °0 of YI M W_ a -- -- 1 LF O=UI V� c�i) 24 +00 259 \lE"i "O FIC_S- -51-00 -- SS = SS w t x _�- `ate -. -- _ _ -- --- - - - - -- .- JV) - -_.A` x = =x° Q MH/ 5 ! EX 12° W I FIRE HYDRANT ASSEMBLY EX, 12° W -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - ------------------------ SIDEWALK TYP. PT - 23+62.66 �.�7 - -- - - - - - -- - -1 - -- ___________ _ - -- -- L------- - - - - -- ----- I------------------------------ - - - - -- -n * STA. 24 +10, 13.0' LT. r i - 12 "x12" TEE (MJ X FL) \ \ 1 - 12° GV (FL X MJ) 1 720 LF 12 '0 D.I. 1 - 12° CAP (MJ) W/ TEMP. 2° BLOW -OFF ASSEMBLY j 4 -3/4° RODS THRUST BLOCKS 4C 3C 20 10 i d ri - FINISHED GRADE "� l AT CENTERLINE ° o z II z p TO LOT 31 1 0 I 82 LF 8 "0 PVC SEWER-/ MAIN AT 0.5% TO LOT 31- SiIALE H . 1 " =20' V: 1"=5' 23 +00 23 +50 24 +00 No. Date By Revision Description Designed By: Issue Date: MPJ 07/27/2007 Drawn By: MPJ /WLG MYLAR Checked By: Project No. WED 50063002 APPROXIMATE EXISTINGI' GRADE A T CENTERLINE _� �TO FIRE HYDRANT 259 LF 8 "0 PVC SEWER J MAIN AT 0.5% N C0 O a NY r!i et <t N N N N N 24 +50 25 +00 25 +50 26 +00 GRAPHIC SCALE � p LEGEND 24 +00 —L - - CENTER LINE - - RIGHT OF WAY LINE - - PROPERTY LINE - - - - - - EASEMENT LINE SS SEWER LINE —SEWER LINE STUB NTH PLUG ® SEWER MANHOLE �3 — W —WATER LINE POE -WATER LINE STUB FIRE HYDRANT 4 . —3 N GATE VALVE W33 PJ-1 THRUST BLOCKING I 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 GA.LONS PER INIiiE (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. C rCKcD FOR COUIPI_IAP CF TO CITY STA DARDS 011, 1 A ate v _Date AE L S �5 ° " "' °�� BOEING LONCACRES PARK SANITARY SEWER AND WATER NACRE'S AVE SW PLAN AND PR ®FILE SW -3.1 �OpAL 606 Columbia St. N.W., Suite 106 T (360) 786-9500 RE1 Y 1 ON, WA �eo� s /m /o4 Olympia, WA 98501 F (360) 786 -5267 w .PActAxw cD•a �3Qao2 MANNED SC032ti;1 �- �,3ggoZ �� o AN ! _ i mile U -4, ]FAIR& E N I °o N N 3 M m z 3 O 0 U O O J 0 O m / 0 i a o+ N 0 SEC 25, T 23 N, R 4 E, W.M. *STA. 28 +56, 3.4' ,LT. i 1 - 12 "x12" TEE �MJ X FL) I I STA. 28 +54, 30' LT. 1 - 12" GV (FL X, MJ) 125 L.F. 12 "0 D.I., 1 - 12" CAP (MJ) W/ 2" TEMP. STA. 27 +27, 3fl' LT. BLOW -OFF ASSEMBLY 12' WATER LINE STUB * 4 - 3/4" RODS j LOT 29 THRUST BLOCKS STA. 28 +42, 28.45' LT. SANITARY, SEWER I STUB IE 1 11.11 I C CD D CATCH LINE (TYP.) LT, 8 NN 30 ry ➢ 35.5 LF 8 "0 PVC ® 0.51 - - O -- -- Q af 25 - ----- - - - - -- r 1- U 25.5 LF 8'0 PVC ® 0.5% - - - -- 1 V) �- -- ' ------- - - - - -- - - - �ii ice.'. , / w w _ _ / try U) _ _ - - - - 128 LF 12 "0 DI W ` _ 9 LF 15 n - VW - i �= —ter W W W SW fl� - - - -- 27+0 223 LF 8 °0 PVC SS - +� ! -- - -- -- ',ss _ - Z n - - ii_ - - _ -x - - x - x-- x- - x- - x- - x - - X - -. z �x- - x - - x- x -xI Ef.i2pW MHO 6 EX, 12" W SIDEWALK (TYP.) (4-285) PT = 26 +83.41 40 APPROXIMATE EXISTING GRADE AT CENTERLINE 30 a< mod-° II �Q c, FINISHED GRADE \ N W W AT CENTERLINE 20 - 10 26 +00 L SCALE H: 1 " =20' V: 1 "=5 v`I 12" WATER LINE STUB* *STA. 27 +21, 12.1' LT. LOT 28 1 - 12'x12" TEE (MJ X FL) Ca 1 - 12° GV (FL X MJ) STA. 28 +67 30' LT. 125 L.F. 12 "0 0.1. 12" WATER LINE STUB* LOT 27 1 - 12" CAP (MJ) W/ 2" TEMP STA. 26 +16, 27' LT. BLOW -OFF ASSEMBLY 4 - 3/4° RODS SANITARY, SANITARY S WER STU IE = 12.27 THRUST BLOCKS LOT 29 "/ I i SPA. 128+E, 111' RT. I SEC 25, T 23 N, R 4 E, W.M. *STA. 28 +56, 3.4' ,LT. i 1 - 12 "x12" TEE �MJ X FL) I I STA. 28 +54, 30' LT. 1 - 12" GV (FL X, MJ) 125 L.F. 12 "0 D.I., 1 - 12" CAP (MJ) W/ 2" TEMP. STA. 27 +27, 3fl' LT. BLOW -OFF ASSEMBLY 12' WATER LINE STUB * 4 - 3/4" RODS j LOT 29 THRUST BLOCKS STA. 28 +42, 28.45' LT. SANITARY, SEWER I STUB IE 1 11.11 I C CD D CATCH LINE (TYP.) LT, 8 NN 30 ry ➢ 35.5 LF 8 "0 PVC ® 0.51 - - O -- -- Q af 25 - ----- - - - - -- r 1- U 25.5 LF 8'0 PVC ® 0.5% - - - -- 1 V) �- -- ' ------- - - - - -- - - - �ii ice.'. , / w w _ _ / try U) _ _ - - - - 128 LF 12 "0 DI W ` _ 9 LF 15 n - VW - i �= —ter W W W SW fl� - - - -- 27+0 223 LF 8 °0 PVC SS - +� ! -- - -- -- ',ss _ - Z n - - ii_ - - _ -x - - x - x-- x- - x- - x- - x - - X - -. z �x- - x - - x- x -xI Ef.i2pW MHO 6 EX, 12" W SIDEWALK (TYP.) (4-285) PT = 26 +83.41 40 APPROXIMATE EXISTING GRADE AT CENTERLINE 30 a< mod-° II �Q c, FINISHED GRADE \ N W W AT CENTERLINE 20 - 10 26 +00 L SCALE H: 1 " =20' V: 1 "=5 v`I 12" WATER LINE STUB* 24 +t00 - LOT 28 i *STA. 28 +71, 5.3' LT. LOT III W-328s) 1 - 12 "x12" TEE (MJ X FL) STA. 28 +67 30' LT. '? 1 - 12" GV (FL X MJ) 12" WATER LINE STUB* LOT 27 125 LF. 12 °0 D.I. STA. 28 +50 25' RT. ARE HYDRANT ASSEMBLY PC = 28 +75.19 STA. 28 +82.5 7.5' LT. 1 - 12" 45' BEND i I THRUST BLOCKS r------ - - - - -- - -- STA. 28 +87, 4.5' LT. 1 - 12" 45' BEND THRUST BLOCKS 2 ly- 6 LF I - 12 CAP (MJ) W/ 2 TEMP. BLOW -OFF ASSEMBLY 4 - 3/4" RODS THRUST BLOCKS STA. 28+91, 32' LT. SANITARY SEWER STUB IE = 10.48 LOT 27 31 LF 8 "0 .PVC I 3+00 - - -- GRAPHIC SCALE { IN ) 1 inch = 20 tl LEGEND I t n - x'29 °W 24 +t00 - 16? EX. 12° T CENTER LINE LINE III W-328s) - 2tl�j 1 - - PROPERTY LINE EASEMENT LINE -' - 30 SEWER LINE I - - - - - - _ _ _ _ INTERCEPT EXISTING SEWER LINE WITH NEW BOEING LONGACRES PARK _ PIPE. AS FIRST ORDER OF WORK, E-- SEWER LINE STUB WITH PLUG I i SPA. 128+E, 111' RT. I CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF SEWER ® SEWER MANHOLE 3- 1 ONNECT NEW WATER MAIN TQ EXISTING W lEIR� �_ - CONNECTION POINT AND NOTIFY ENGINEER W I IVALVE. PRIOR TO WORKI CONTRACTOR TO (HORIZONTAL AND VERTIC LOCATION OF W PL1Y P TERI i IMMEDIATELY IF LOCATION IS NOT AS W —WATER LINE ILINE CONNECTION. SEE �ENTON STANDARD / SHOWN. DETAIL 8116. I I I OF WATER LINE STUB \ STA. 28 +75.19 BACK = I /MAIN {7LL E3 ga7�J$a5 � � L %i FIRE HYDRANT W-3• STA. 3 +36.37 AHEAD w .NncLANO.can -Ss H GATE VALVE 33. ►J-1 THRUST BLOCKING �3 AIR /VACUUM 40 �M � RELIEF VALVE THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800 *BO BLOWOFF ASSEMBLY GN1AtIS PER kWM (GPM). ANY DEVELOPMENT WTHIN THE BOEING LONGACRES PARK THAT HAS A FLOW FLOW DEMAND OVER 2,800 GPM WALL BE REQUIRED TO INSTALL ADDITIONAL UTILITY NOTES: OFF -SITE AND ON -SITE WATER MAIN IMPROVEMENTS, WHICH WILL INCLUDE, BUT NOT BE LIMITED 1. ALL SANITARY SEWER PIPES TO BE 8 "0 PVC SDR 35. TO, A SECOND 12 -INCH WATER LINE IN SW 27TH STREET FROM THE EXISTING 12 -INCH WATER LINE IN OAKESDALE AVENUE SW AND THE NEW 12 -INCH LINE SHALL EXTEND TO THE WEST, 2. ALL WATER PIPES TO BE POLYWRAPPED 12 "0 DUCTILE AND /OR AS REQUIRED TO PROVIDE THE REQUIRED FIRE FLOW DEMAND FOR THE PROPOSED IRON CLASS 52. w Designed By: Issue Date: MPJ 07/27/2007 Drawn By: MPJ MYLAR Checked By: Project No. WED 20MMOOLOO ,.� :�_ =� ^ " DEVELOPMENTS, IN CONFORMANCE WITH THE CITY OF RENTON'S DEVELOPMENT REGULATIONS. - -' - 30 3. ALL SEWER, STORM AND WATER STUBS TO BE CAPPED M O cq BOEING LONGACRES PARK SANITARY SEWER AND WATER AND MARKED PER CITY OF RENTON STANDARDS. �O R�ISTV o o c. =- �- u NACRES AVE SW *INSTALL 12" MJ CAP WITH 2" TEMPORARY BLOW -OFF - 0 II Z 3 u w N �� z V7 Z REN I ON, WA ASSEMBLY FOR ALL WATER STUBS TO INDIVIDUAL LOTS. SHACKLE END CAPS TO VALVE AT LINE. x i w /MAIN {7LL E3 ga7�J$a5 � � L %i (0 cn CIE - _ Lill w .NncLANO.can -Ss - _--- . - - - -- - I. - - - -- 9 LF 112 "0 DI W TOOLOTO 28 35 LF TO LOT 29 — -- — 11 12 "0 DI W 0 - •�- r- - - -- .. _ _ 223 LF 810 PVC SEWER TO FIRE HYDRANT MAIN AT 0.5% TO LOT 28 AND! 29 MATCH EXISTING TO LOT 27 WATERLINE , 61 LF 8 "0 PVC SEWER 15 LF 12F0 DI W MAIN AT 0.84% 26 +50 27 +00 27 +50 28 +00 No. Date Revision Description Designed By: Issue Date: MPJ 07/27/2007 Drawn By: MPJ MYLAR Checked By: Project No. WED 20MMOOLOO 28 +50 29 +00 i.H_CK __D FOR COA/Ir11Ai,'C1_ TO CITY STA IDAr 1)3 �� Date uV Date '~ �Po BOEING LONGACRES PARK SANITARY SEWER AND WATER �O R�ISTV o \ NACRES AVE SW PLAN AND PROFILE SW -3.2 �Si6NAL � 606 Columbia St. N.W., Suite 106 T (360) 786 -9500 REN I ON, WA Olympia, WA 98501 F (360) 786 -5267 w .NncLANO.can 5 W10 5 8[l�+>VED MT 0 aWIF c 3 t 3 C c CrM a z i c 3 E c-i i U 0 0 J v 0 0 i c 0 i 0 w 3 0 m w Z 9 ry o n vv - o Qh CJ L 3 L7 W, K U 4o c QW �Qr m d° aZ3 � 2. 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Qn- O < �§ �o����oo °owl a„ �w Vw urn m i _ e Jz Fo o Jz guo F �o o < �zg� N .� wd 3\J��zo�< xz - W� Q az o .z o z z ao - at��`ag 'a y 0 24 m ° % imF °� U J „o N .5 i- ' 92 ` ?� Z- a W'v '< �«'�" WN °o -, `czwiMRak�'z�°,o Q O PIPE BEDDING FOR SANITARY SEWER / C 1 MOSTDCURRENTPLANS/DETAILS RSION ILOF GOVERNING AGENCYS STANDARD PLANS/DETAILS PRIORI�TO FIRE HYDRANT ASSEMBLY DETAIL rA NOT TO SCALE `� BID /CONSTRUCTION, AND ADHERE TO ALL APPLICABLE STANDARD PLANS /DETAILS. NOT TO SCALE No. Date By Revision Description Designed By: Issue Date: JEB 07/27/2007 Drawn By: KLL MYLAR Checked By: Project No. MSN /WED 50063002 i,EL S ' °` y�7�27`07 BOEING L®NGACRES PARK SANITARY SEWER AND WATER ® o ► ® NACRES AVE SW DETAILS SW -3.3 aa�'P�(SSBR� �SIONAL V* 606 Columbia St. N.W., Suite 106 T (360) 786 -9500 ® A� REI V 1 ®Nt WA WHO - 10,167 Olympia, WA 98501 F (360) 786 -5267 w .Pad woxvn CG:W 3'Ag04 5 '33aG0 f III ,un . ROL-L'. °: 8 F P01W 4 6;J 3 0 V m i 3 a 0 N i M 0 J 0 m i 0 c 0 h 3 0 RENTON SANITARY SEWER NOTES AND SPECIFICATIONS I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS_ 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE- 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE,CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON PITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATILINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED I IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALLINCLL NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. No. Date By Revision Description Designed By: Issue Date: JEB 07/27/2007 Drawn By: KLL MYLAR Checked By: Project No. MSN /WED 50063002 6/01/09 RENTON WATER UTILITY NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 1 ALL WORK MATERIAL SHALL BE IN CONFORMANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C11O /A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S)SHALL BE IN ACCORDANCE WITH AWWA G110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES MALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO_ A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS. OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED 'NTH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO -HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH_PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION 'ILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILIING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. �W BOEING LONGACRES PARK SANITARY SEWER AND WATER ® 's ► ® NACRES AVE SW NOTES SW -3.4 606 CofumRi St.lft, Suite 106 T (360) 786 -9500 RENTON wA Olympia, WA 98501 F (360) 786 -5267 w .Nnduo.00n __W ROLL 2 08 FREAucu E _N 6d i 0 0 r; 3 °o M z 0 0 0 U az a m a 0 v 2 v° i 0 N STA. 19 +68, 86' LT" __' SANITARY SEWER STUB LOT 3007 W /(X.EAHOUT STA. 19 +51.5, 80' LT. 12" WATER LINE STUB* 12" CAP W/ 2" TEMP, X BLOW -OFF ASSEMBLY THRUST BLOCKS LOT 30 STA. 19+80 50.0' kT., 7 1 - 12" 45' BE N6 ! THRUST BLOC S 12" WATER LINE STUB* } LOT 32 STA. 19 +31 15' LT. 2" AIR /VACUUM RELIEF VALVE V 1 - 12" VERTICAL CROSS (FOR POLLYPIGGING)(MJ X FL) 12" CAP (MJ) WITH 2" BLOW -OFF ASSEMBLY ` SEE RENTON STANDARD DETAIL B114. _ . 19+80 15.0' LT. f - 1212 "x��_ �2 -12 "GV THRUST BLOCKS LOT 32 �. / SEC 25, T 23 N, R 4_E,_ W.M. MsrCy e GRAPHIC SCALE 1 -i.Z"O Of W I / S S�A ao o to 20 40 w STA. 22 +82.5 10.0' LT. T 5uj 23� 114 LF 8 "0 PVC 1 - 12 "x12" TEE (FL X Fl)` gr `31 00 IN FEET D 09.6% 0.8% 3_--19 MJ) :_ s inch 20 tc THRUST BLOCKS x x STA. 22 +75 LOT 31 � 1 - 12" 22.5- ��J X MJ) �/ � I �x EX i W - 8 0 LT 1 - 12" 11.25' BEND I (MJ X MJ) I \ \\ THRUST BLOCKS ,i ` T - w od V CATCH UNE ��/ �4 QJ� MH# 4 i STA. 23 +00, 8.5' RT. STA. 22 +09, 12.5' T p� T@ FIRE HYDRANT ASSEMBLY z 1 (TYP.) 1 - 12" 22.5' BENDI� �� @� v `rS THRUST BLOCKS t 6° T W /6" HYDRANT BARREL 1 V MH# i STA: 21 +50.5 12.5' LT. CONNECT NEW WATER MAIN TO SD \ I - 12" 22.5' BEND ��� x EXISTING 12" WATER LINE STUB - CHES THRUST BLOCKS _ REMOVE EXISTING BLOW OFF. SEE CONNECTION DETAILS, SW ti S 1 RENTON STANDARD DETAIL W 20 00 7 \_S\ .\19 +6 25' SANITARY S� R STUB IE = 15.93 \\ LOT 32 , W /a.IEMOUT I !, D5 LFS O PVC SS,� N89°59'08 "E _ y %i/a z_ c Z �.i-_ -, SIDEWALK (TYP.} IRA t SEE SHEET CR -2.4 FOR STORM DRAINAGE POND INFORMATION. 8116. NOTE E _ '147 LF 12 "4 DI W 'R/ MH# 3 *' U 1 THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER o * - - - - - - - MAIN IS LIMITED TO 2,600 GALLONS PER MINUTE (GPM). ANY / DEVELOPMENT WITHIN THE BOEING LONGACRES PARK THAT HAS A MH# 2S / * x FLOW FLOW DEMAND OVER 2,800 GPM WILL BE REQUIRED TO INSTALL. 1 ADDITIONAL OFF -SITE AND ON -SITE WATER MAIN IMPROVEMENTS, > - X WHICH WILL INCLUDE, BUT NOT BE LIMITED TO, A SECOND 12 -INCH / WATER LINE IN SW 27TH STREET FROM THE EXISTING 12 -INCH WATER % x I LINE IN OAKESDALE AVENUE SW AND THE NEW 12 -INCH LINE SHALL EXTEND TO THE WEST, AND /OR AS REQUIRED TO PROVIDE THE i 1 REQUIRED ARE FLOW DEMAND FOR THE PROPOSED DEVELOPMENTS, IN x CONFORMANCE WITH THE CITY OF RENTON'S DEVELOPMENT I REGULATIONS. i * I �1t;� *" ii l,71 I.i:, � Fq; Ii T,7 ',7''.717 •, MI'J !1 !1 1 MI 1 ° 1 `71 • 1 Mt 1' 'i !1'J I ! M 7 1 ! 1 ' 7 "t `9 - 1 71 7 1 ` 7 F 77' 7'd: ►7' ^71 '1 111 1 1 ° ►'�:7! :1 MI 1 ° 1 MI ` 7 1 °r 7 a ►7• 1 71 1 r• ., 7 .7 °• v al w 1 r •7• �r ., 1• 1 ` 1' ' • 1 ,l;ii •, MI'J 15 e 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 Designed By: Issue Date: MPJ 07/07/08 Drawn By: 3W -3.0 MPJ /WLG RECORD DRAWINGS Checked By: Project No. WED 30950005 L S Cj VA © A ,s6sz6 -"ORAL ce° 606 Columbia St. N.W., Suite 106 T (360) 786 -9500 exF= 6/61109 Olympia, WA 98501 F (360) 786-5267 W PA WD WM LEGEND 24 +00 -1— - CENTER LINE - - RIGHT OF WAY LINE - - PROPERTY LINE - - - - - EASEMENT 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. N GATE VALVE W -3. ►i-I THRUST BLOCKING 1 AIR / VACUUM RELIEF VALVE HBO BLOWOFF ASSEMBLY UTILITY NOTES: 1. ALL SANITARY SEWER PIPES TO BE 8 "4 PVC SDR 35. 2. ALL WATER PIPES TO BE POLYWRAPPED 12 "4 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. S= 339906 BOEING LONGACRES PARK SANITARY SEWER AND WATER NACRES AVE sw PLAN AND PROFILE 3W -3.0 RENTON, WA a8; U°339907 3- 3399a(0 SEC 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 I 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