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HomeMy WebLinkAboutW-308218N SEE SHEET 09 I� CD I I �� !! WARNING!!! co I I I IN TX. STA. 6 +58.64 EARLINGTON AVE SW= OL YMPIC PIPELINE PRESSURIZED STA. 13 +37.32 SIN 3RD PL. PETROLEUM. CONTRACTOR SHALL N I o 20 40 W N 177905.27 CONTACT OL YMPIC PIPELINE A MINIMUM c) 0 E 1296002.56 OF 48 HOURS PRIOR TO EXCA VA TION. 1 11= I OLYMPIC PIPELINE PERSONNEL SHALL BE » > C'7 INTX. STA. 6 +58.64 EARLINGTON AVE SIN= ONSI TE AS REQUIRED DURING 0 1 =20' � I STA. 13 +41.00 S 3RD PL. � � W I I I I ao + N 177904.09 CONSTRUCTION. 0 5 0 3n180 5 I �n O �' 3AIdG + (� o E 1296006.04 �; �. e,: N "'� + a0D + l�`dHdS`d 13t/HdS`d ^ � O O O -- -- -- _ I_ _ _ _ r cn �- w GRAVEL SSMH C2 2 c 01 7 �3n`dd0 3nI80 ■ w < ::::0 T U 48 "� - 3AI80 'ONOO 2 SMH C3 L� 'ON00 8 "0 > U r Q OPL OPL OPL OPL 0 L OPL OPL OPL OPL OP L z z G G G G G G z LIJ G S`d9 dl „Z z W p �, 6 4/9 AB 17.5% EARLINGTON AVE. SW � W w w Lu 0 O 11 W z F—' � I- IZ 2 Lij _ Cn + 00 ° 8+ 0 9+ 00 0 10+ Z C1 � 0 5 _ — 00 LF 8 L 52 Dl W POL YWRAP J Z W 0 Z W 0 =— W W W — W J SPHALT W W 10" WTR W W DRIVE W OC 3n1� U OC �3ne�° �3ne S TA. 6+ 34.3, 8.2' R T .�._... 4' CH. LINK 3AIdO Q 1 8 TEE (FL -oNOO _ _ _ _ _ _ _ _ _ _ _ _ _ W �J _ l�`dHdS`d _ _ _ a W Cr. (1) 8" FLxMJ ADAPTER r STA. 6 +49.5, 8.3' RT= ENO° 4' CH. �IK ° ° 0 0; CS �' c w 2 8" G FLx J `6 I` �' 6 () V ( M) 0) SIN 3RD PL. STA. 13 +45.8, 9.0 RT + + 3nia0 + 2 + + � (1) 8" TEE (FLxFL) l�`dHdSt1 STA. 9 +60.1, 8.9' RT w I I (1) 8" FLxMJ ADAPTER I () ( ) 3n100 oI 1 8 TEE FLxFL °NO3 2 8" G FLx J I " () V ( M) Z I . � � (2) 8 G V (FLxMJ) . N (1) 8 VERT. CROSS (FLxMJ) (1) 6" GV ( FLXMJ) z v Q NO TES w EARLINGTON AVE. SW WA TER NOTES. ~ 22 0 22 0 1 3' CO VER MINIMUM. (TYPICAL) Q.......... ............................... .......... ............................... .......... ............................... ......................... .......... ........... ............................... 2 2 REMO VE AND SAL VA GE EXI TING FIRE H YDRAN T. z 3/4" WA TER SER VICE I— 270 2 7 0 REPLACEMENT PER STANDARD V . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�� . .�� . .. . . . . . . . . . ... DETAIL J20.1. TYPICAL FOR ALL SERVICES) CONNECT NEW z I I II METER SETTER AND NEW J : : : : : : : : : : : COPPER TAIL PIECE TO CUSTOMER PRI VA TE SERVICE Q 200 W W OHP / 200 LINE w................. ........... ............................... .......... ............................... ....................... ......... ..................... 6 CLOSE VALVE AND REMOVE EX. � �m N r\ EXISTING GRADE � � cv / m mQ VALVE BOX. TYPICAL FOR CC) Z J m -� o o ©� ROAD Q ABANDONED VA VES) u7 0 N 790 Q� �� J���zz ° ,�� 790 Wes. �°� �. Arno - ............. ............. ... ............................... .. m N �'�' �' r . N 11 -�� J �? N SEWER NO TES. Its 06 cn ao I z / P : N N QREMOVE EXISTING SANITARY rs SEWER MANHOLE AND REPLACE c° I U 11 �I 11 �� ° .52 D1 �/ 1 . z w WITH NEW SANITARY SEWER 180 ................... Q �. Q �. z �� .. ..� .... . o MANHOLE. �..�.�. 1. �� 5pp�. :. :. :. :. :. : " 0 Q 00 00 00 P �/( 11:5 % '� v 5 6 " PVC SIDE SEWER STUB Q Q cn cn w W W z �, : LF (AB) ° it (TYPICAL). 419. ,x Q ao 770 2 �� °0 WzW 770 ...................... ............. ......... ... ........... ............................... ........................ ................. ........... ............................... �-- + 7 60 o 760 ........... /. °.... .... ........ ........ ............................... .......... ............................... ....................... ................ ........... ............................... ° . . . . . . . . . 750 150 ........... ........................ ............................... ..... 740 JI . . . . . W �. J W . . . ... . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . O Q_ �O CL 730 ? ............... .... ............................... .......... ............................... .......... ............................... ... ............................... GROUP �... m. A S-BUIL T CO + � �. DRA WINGS HAVE BEEN PREPARED FOR 7 2 0 �O � �O A S— BOIL T RECORD BASED ON INFORMATION TION . . . . . . . �. . . . . . ; .I .. . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . .. . Q PROVIDED BY THE CON TRA C TOR AND GROUP : FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. . . . . . 770 7+00 8+00 9+00 10+00 p VAS YC SURVEYED: SCALE: VERTICAL: NAVD 1988 �a y,�j, _ »_ , HORIZONTAL. 1983/1991 ,► 2009 EARLINGTON WATER & SEWER IMPROVEMENTS DA�10 /02/09 EXISTING UTILITIES ARE SHOWN FOR Q` �, 2 AS BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 1 -20 ��► CITY OF ONE CA L L REFERENCE ONLY. CONTRACTOR �� : 3 AS —BUILT INFORMATION ADDED AW 11 /20/12 AW, J PLAN AND PROFILE: EARLINGTON AVE. SW FIELDBOOK: N -- z / / DRAWN: - RENTON PAGE: 1-800-424-5555UTILITIES S HALL FIELD LOCATE ALL EXISTING AW, J H ONE INCH STA 6 +00 TO STA 11 +00 A MINIMUM OF 48 HOURS Q 44863 �v� CHECKED: DRAWING N0: � �o ��' AG Dc AW, JH AT FULL SCALE Planning /Building /Public Works Dept. C 15 IF NOT ONE INCH Z PRIOR TO CONSTRUCTION. FSS� ONAL ECG N 0 . REVISION BY DATE A P P R SCALE ACCORDINGLY J APPROVED: DC LH RECORD DRAWING/AS-BUILT SHEET: OF: 18 32 3082 LL. AS —BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN /TA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 - 4244 '" FAX(206)362 -3819 �' www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 ESZ G4 PROJECT N0. 09 -4193