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HomeMy WebLinkAboutWWP2703415.2N.E. 114 SEC. 25, T.23N., R.4E., W.M. kn IRT of a in � N 00 CD 1 0 8^ COTTONWOOD COTTONWOOD CD 9 2 C x 2 wow �w I� {r,- __ 15COT(oNW00D $ � � T a o 23 r� U Z Q U w W I-- U a o (1) 12" X12" VERTICAL CROSS (MJxFL) w w z cf) PER RENTON STD DTL. SEE 11 , Q _ c-) - 2 TEMP BLOW OFF ASSEMBLY c3.10, w a a x w cL N O J w 0 a Z W W i i Z! J W F- � t O` C z J =I i O 41 _ N -- —� _— I cr � \ �-- _- -o--- _ _ o <> —�r —a-- �--o momwm� Nona womm ��' ' � rrww awe wnw ws .� \\CB x: j r Z _ Z VItRTICAi:� B MJ ` �- r 1 E l� � ( C } 1 � I t 5 5 w L . S� n� Y k - jJ x _ 3 D! V - Im. f I - 19 LF 12" DI 16 LF 12 DI CL52 (RJ) CL52 (RJ) ;I FIRE HYDWfT AS 12 x6 TEI RJ II CONNECT TO IX 12" 1) 12" DI SLEM., �LJ\C.O.R. Ms PER SEE DETAIL \ STA 19+42.9 15.0' r AP ROXIMA7 LOCATION OEsrGAS SERVICE POINT OF CON TIN VERIFY LOCATION^.PRIOR TO CONSTRUCTION GAS 4 5 t 1 6 VAf GATE VE RJ `e Al .. t i I THRUST LOCK1 �, .; � .,�,. <:, ., SEE.16E1`AIlifinl } � � 0 10 20 40 I LM Call SCALE 1A=20' before you NOTE: 7 D \ PROPOSED 12" WATER MAIN TO BE INSTALLED BY OTHERS NIC be ( ) . ��' IN CONJUNCTION WITH ROADWAY UTILITIES IMPROVEMENTS FO EING Rib 8-1-1 or ION. MAXIMUM AVAILABLE FL LONGACRES PARK SUBDMS OW RbH FROM NEW 14,�s 12" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE M). NEW 12" 1- 8 0 0 - 4 2 4 - 5 5 5 5 WA N 0 PROJECT PRESSURIZED UNTIL THE 12 TER LI E FOR THIS ROJE T CAN NOT BE P S UNDERGROUND SERVICE (USA) WATER LINE FOR THE BOEING LONGACRES PRWEe IN THE ACCESS ROAD IS COMPLETED AND OPERATIONAL. � / TEM oETAL W - W --- ---- -- W (1) FIRE kYbkW ASSEMBLY / STA 19+35.2 (0.9' Rt.) SEE DETAIL 10 ; roo C31 0 _ -_ — - — 53 IE= 16.44 NW/SW/E ------------ SEE MECH L PLANS i _ RI 25.4t I TING CLEANING, AND � AFTER ALL TES r... I I ZY 1E 16.03 8 IN DISINFECTING REMOVE TEMP BLOT '.'...., a .... .a,. .. - L, i - Efifi 15 93 8 �0 II do BLOW OFFS AND CONNECT WI1 CTIIR ►/FRiFY I nrerinF t Y �Q c1 rn/r Al IN p )" connl GRAVEL 1 o (1) 2 WATER METER �, c o CURBING _ 1 u AM cn x STORM DRAINAGE LINE - SD---- X' (1) 2-1 /2" 1` PED TEE C NECTTILON , SANITARY SEWER LINE----ss- ,. j r - - ,' ` i 1 1" TAPPEQ E CONNE N N�" POWER --- P --- w a PER CITY STD S �P�, - z e E Y z_ ft!k I� ,_ - �_ 23 - GAS LINE �� a \ - J a " x 1LE J ` WATER METER/VALVE/FH® N o VERIFY FINISH FLOOR 1 6 GATE VALVE (RJ I: v w W/ ARCH L PLANS T' r Q Tl:: �fi�' =; W THRUST BLOCKING �� MH STORM CB s 6 c / = x :.. a STA 19+14.5 (241 A Rt.) 4 FIRE SERVICE ,.. , . • � - .1 1 ,,. � -� .,. � �� �- El { a, SANITARY SEWER MH CO o o \ WATER POC ,� / NOTE: ALL ON -SITE WATE LINE_ IS TO BE I 6 SSCO RIM TO GRADE �\ 1 ' POLY WRAPPED PER CITE' STANDARDS 2-1/2" DOMESTIC g_ � � — � � GAS VALVE/ METER M L =.k19corroNWooD WATER POC `"Q i \ ` _ STREET LIGHT ASSEMBLYc 6 SSCO & I RIM TO GRADE o ASSEMB14" corroNWooD CONSTRUCTION LIMITS a ' r IE= 21.33 ' -a F STA 19+39 4 (241 8' Rt) I . 1 - R R � S , ., _ TREE - I SEE L'SCAPE PLAN FOR C UATION — — W ' ., ! .. AND IRRIGATION BCVA' DETA! \ \ \ — - ; - WATER LINE W—o - --'' " = o 1 I 196 O O O O O O I I I I I I CD O CD O) N 1 I •-- C I r` co co r` U-) -4- 0 0 0 0 0 0 u z z 0 L�J z V) CDM w v M o � z Cl- z uj � cn m� � N O N w �CDo CD m I L1_ z I o I o w o cn QC-3QQ�C-3 o a o w -----20- r _ r _ FT ..__..- BENCHMARKS 1 4 90' BEND RJ " ) CENTERLINE PR SOUTH 1 PI MONUMENT CENTE LIN OF OAKESDALE AVE SW AP OX 90' _ 1 12 x4 TEE (RJ) W/ THRUST BLOCKING (1) 12" VERTICAL CROSS (MJxFL) 2,12" GATE VALVES (FLxRJ) lw OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF MON = 17.80' PER RENTON STD DTL. SEE 11 ` 1 4" .GATE VALVE (FtxRJ) / 2) INTERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH ST, 2' TEMP BLOW OFF ASSEMBLY W THRUST BLOCKING SHACKLE TO CONCRETE DEAD -MAN BLOCK / TOP OF MON = 16.16' STA 19+13.5 268.2' Rt. STA 19+14. (252.5' Rt.) ( ) — VERTICAL DATUM NGVD 1929 C. �o Western Washington DP( SHEET OTE: NOTE: 4 �� ��g.� FF-SITE CUL-DE-SAC INFORMATION IS CONCEPTUAL AND IS CURRENTLY C O V G H L N PO RT E R L V N D E E N k� m �� �' Renton, wa NDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DESIGN IS OBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHA SHOWN ON THESE PLANS. FF-SITE GRADING WITHIN "TRACT H (STORMWATER POND) IS CONCEPTUAL VD AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT ) CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN N THESE PLANS. A A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 •oho �5�71 ��SSIONAL EXPIRES 01/23/2010 LZACD1 FMATl C30uuflfl EXISTING 12" WATER MAIN AND VALVE EXISTING 12" WATER MAIN AND VALVE 0 z