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HomeMy WebLinkAboutWTR2703436.1y59 RFMAINNIS 10-80 fmM� CB No. 364 "01-72 CB TOP 26.00 TOP 26.40 INV N 24.40 INV N 24.80 BOT 23.50 BOT 23.90 35.6- FT STA Co I �B. 36� I I I rOP 2)4.70 30 NV NSOT 280 M U LTI LEVE 6"VC lw� 6"C ti - ST - - - CANOPY GENERAL NOTES: 6" I 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO START OF STS CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, NOTIFY THE ARCHITECT, ANY PROPOSED CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ARCHITECT. �J I ❑^ cn 2. ALL WORK TO COMPLY WITH ALL CODES AND REGULATIONS IN EFFECT IN RENTON, N No. 373 WASHINGTON AND WASHINGTON STATE. ❑ TOP 25.30 3. REFER TO SHEET C2 FOR GENERAL NOTES. INV S 24.00 e - - INV W 23.30 4. COORDINATE WITH ELECTRICAL ENGINEER AND PUMP CONTROL SUPPLIER TO MAKE (w ❑ WL 23.30 NECESSARY PROVISIONS FOR PUMP OPERATIONS TO BE MONITORED BY EMCS. 1 _ _ BOT 20.20 LL- ❑ 5. PIPE FOR FORCE MAIN FROM PUMP STATION SHALL BE PVC SCH 80. PROVIDE 3' MINIMUM � COVER OVER FORCE MAIN AT ALL LOCATIONS. 1 / TMH I II MI 6. PROVIDE THRUST BLOCKS AT ALL BENDS, VALVES AND POINTS OF CONNECTION FOR FIRE RIM 2$ MAIN. 25.8 I PHONE ❑ STS BOOTH ° ~0 - ° 6» „ 4 A� STSI ❑ STS No. 372 I I - CB-1 TOP 25.2 / I ° INV E 22.6 _ INV W 22.5 ❑ BOT 20.1 ,6. J ®( )TMH ❑ UGT R M 26.01 10-80 HUB ° BUILDING 0 N ° y - 3 ° c ° 1 C2910504 - ° F _ I I I( E f - 6„CI SAN 6"CI 1 � \� � I I sA co C291 C504=�71 �; I �� V. o • P 5.3 I I I I I 25.8 • .04.1 ❑ ❑ I I ° I ❑ I ❑ ❑ I I ❑ / V. BOT 20.9 G �, 25.8 ❑ No. 369 C2910505 c1 - "01-28" STS- STS 6 TOP 24.9 INV N 22.7INV X No. 3681/ BOT N19.5 6 Snk H-G-6 S Paved Parking X RIM 23.2 -0 CO FI El H SC . UP' , .T 7- UP DIESEL GEN. ST TS 6 c STS-►- - - STS / � � � �6�- - - z6 FW -- - L_ � LL/ 1J � I I I I I I I I I I I F� 366 CB. log I 367 \� � \� CB. 365 \� DHA 739-7 �6a I Via. 6"DI I „0 29" to of TOP INV 26.3 N 24.6 N 183152.7704 I "01 30" I I ST 24.7 -b6z BOT 23.9 �1:s E b301449.537�1$ E0EV-26 1951 ' TO INV 26.2 N 24 c I NV BO N 24. 23.6 8 I A) °� Ramp I 0 24.2 5217 I No. 968 35.91 �6� I I CB-1 _ N 969 9 TOP 24.72 ARKI� A R A E ___ I INV W 212 OP 24.21 . G I TMH BOT 21.12 I W 23.21 INV E 23 11 Parkin I RIM 6.3 I BOT 11 ` 1 EX 8" DDCV I VAULT \ 6291 C503 - - - - - Stairwell - II W DI I I \ 1 T ( ( I I I n, No. 970 CB-1 TOP 24.37 Paved Parking INV BOT 521.43 37 I \,-,A �� I i _- FW FW 12 DT EX 12" DI CITY WATERLINE (W-809) \ N 4 EXISTING PRIVATE FIRE PROTECTION Of EX\CITY HYDRANT C291 C503 _ LINE TO PARKING GARAGE I o - EX 1'\D1 CITY WATER LINE Z \ - 1 00 N WATER & SEWER PLAN /� SCALE 1 "=20' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING 10-080 HUB RECORD DRAWING J# 140898-01 RFA RF 06.29.07 Q�BOE/iVG0 o- No. 971 \ CB -I TOP 24.43 INV SW 23.33 BOT 21.43 FW - - I I I I I I I I STIS 6' CB-1 TOP 24.55 INV W 23.45 BOT 21.45 No. 961 CB-1 TOP 26.2 ABANDONDED H2O LINE E-W A �I ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE FW- TV�- ----U WV (� Sat. I I M SUBTITLE WATER & SEWER PLAN TITLE 10-080 HUB SHELL & UTILITY SEPARATION BUILDING 10-080 HUB CIVIL MASTER KEY PLAN SCALE : NONE A B C D E F G H J K L C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 N 2 ' 10 40' SCALE IN FEET W43 4360! CURRENT REVISION SYMBOL W J# 140898-01 SHEET C291 J06 No. J# 140898-01 c� RENTON, WA 16N0. 10-080-C291 z o x ~� c ' �Nr o > z � w m