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HomeMy WebLinkAboutW-396701C'M I 0 Lu W l I I CUU I C CC C1 � I I � I 69 9 I I .7 2.5' R I 9 9 I I FEMOVE EX FH I PROPOSED 15' WATER EMENT I I I I.E.=15.68 I I I Ecc TURN TO CITY I I I I 6 CC I ; ,—____—__ ___--_--__-----____-I--_-�- o-------------------- ------ --- --------------I- - }I I I I/ w ' a I I I %/ cn c \\ S .0, 4.1' R I.E.=15.68 /' I -=�---- = -- -- 2'-`90 --- �- Ste. 2+14.7, 4.1 R �-------- N STA. 9.6, 4.8 R 3.00' N64LF 10 D.I.P. 0+I00 I I II 1+00 \-----------------------�\ ,O3 2+49 1 I _ i - \\ I � � -�--- -- — ------ ---- -- I I I A CAP EX 10"x6" TEE AND INSTALL �I ' ' I E.=15.47 4, 2.5 R " I I I _ 1 N6" END CAP, MJ ABANDON N104LF EX 10 D.I.P 1,-6" E BLOCK I \ EXISTING 15' WATER EASEMENT I I °� 0,4.8'R 8.7,4.7'R \ I 1 I I ------------------ TTZF I I� -PROPOSED1 I RE -LOCATE EX PIS/ T SOUTH _ �- ° I WEST END OF VAUILTI --- BUILDING 1I I ADDITION \ NEW LOCATION 0 E*I PIV I I II 1 — — I 10 _ _5— — 0 I 10 20 I — — — — — — — _ rn ° SCALE IN FLET I I I I I 1"=10' I I N — ° I C I ° �� ' I ° PROTECT X ETER ULT ' 1 1 cn I I I I r I I / _j 7.77' II I I I� - I � INTALL TEM ORARY 10 A (MJ) AN TEMPOR RY 2" BL FF SEMPLY W TEMPORA RUST CKIN INSTALL POLY PIG STATION TESTING DETAIL CONNECTION DETAIL SCALE: 1" = 10'-0" �g,Hi ORq��yc� SEAL z m 1969 �gSFI I NG�� g P eL� 1$ ORN �I6� _j 11 Ili — F,— — — — I I1�1 IL REMOVE POLY IG STATION AND INSTALL ^' " 0 - I K_ - 1-1 " SLEEVE 1 II II FINAL DETAIL BUSH, ROED & HITCHINGS, INC. LAND SURVEYORS & CIVIL ENGINEERS 2009 MINOR AVE. EAST SEATTLE, Washington 98102-3513 (206) 323-4144 1-800-935-0508 FAX# (206) 323-71 35 NO. INSTALL POLY PIG STATION --INSTALJ= T€MPORARY-10" -GAPAND TEMPORARY 2" BLOW -OFF ASSEMPLY W/ TEMPORARY THRUST - BLOCKING - - I I TESTING DETAIL CONNECTION DETAIL SCALE: 1" = 10'-0" REVISION SURVEYED: JMH DESIGNED: ZJE DRAWN: ZJE CHECK TFD BY DATE APPR "0PR0" D: TFD �I I I I \ \ REMOVE POLY PJG-SIATIOLL AND INSTALL \ 2N10" SPOOL 1-10" SLEEVE FINAL DETAIL vv I I SCALE: HORIZON AS SHOWN HORIZONTAL- NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF ' RENTON Planning/Building/Public Works Dept. NOTES: 1. SEE SITE PLAN ON SHEET C4 FOR LOCATIONS OF EX FIRE HYDRANTS ON SITE. 2. ALL WATER MAIN SHALL BE POLYWRAPPED PER CITY OF RENTON STANDARDS AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE STORM DRAINAGE STRUCTURES AND THE HORIZONTAL LOCATION OF THE WATER SURFACE FEATURES SHOWN HEREON AND SHOWN IN BOLD IS THE RESULT OF A FIELD SU PERFORMED BY ME OR U _D IRECTION. i TED DIMOF, P. NO. �3 024 12/6/18 DATE THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENT OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR OR THE SURVEYOR OF RECORD. IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER PLAN US BANK EXPANSION 2500 EAST VALLEY ROAD RENTON, WASHINGTON 98057 STRADA DA VALLE DATE: 12/6/2018 FIELDBOOK: PAGE: W-396701 R-396708