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HomeMy WebLinkAboutW-395503LO LO LO LO M M CO Cy) O N ,:I- CE p � W z O 75 O U z O z W rr ME Lii a Z J Ll 9 35 30 25 ASPHAL I PAVLMLN 1 r' ��Tr POWER VAULTS TELEPHONE VAULT ECi t I E�( OWER Y f PER PSE I UNDERGROUND ELEC, TV AND TEL NOT LOCATED IN THIS AREA CB TOP=32.12 INV=30.6 BUILDING 400 WHITWORTH AVE S i H V P V COORD. COR TRANSFER OF EX CONCRETE SIDEWALK �J ��S� TEL GU IAE� NEIW TEL P� B XER STA 15+13.00, 0.33' RT 4" � W TER MAIN FIRE HY NT MARKER PE -- -- ---- ------ - ONE VV COR STD PLAN 310. ��j' i I ccn 12" MAIN I OPERATIONAL. SD FX ' SD SL SD I I SD SD 15+07.9, 11.2 RT 410 4* I; 4" CONDU�(PSqS M H w _ III 60 STORM DR(#k25 8EO.v'j� 0 OPE W I' NDER SEPARATE _ I v ANCHISE PERMIT TOP = 3 2. 9 4 I I I THRUST BLOCK I, --OBTAINED BY SE TOP 12" DI ELEV.=28.9' w IIo 11,Novi=26.36 W - i , 1 14+50 18 LF 12" DI WATER 15+00 fA I i II 2 6.10 0' 14+90.1, 14.6' RT 5 c.nlZ mI �� 159 LF 12 DI � PAVEM (1) 1 .9 '1 �ND (MJ) J 13+72.0, 14.6 RT WATER I I �, THRUST BLOCK _ [--G ( TOP 12" DI ELEV.=26.5' 14+36.6, 14.8 T TOP 12" DI ELEV.=28.5' G ��-G -c TOP 12" DI ELEV.=28.3' - - - - - - --- A,' v- AB-QVE-GR_0aN-D-------- L--- a INV=30.80 (6" N) c II z II m II Q _N AMP x W PAVEMENT ST IPING SO z Q Q c� HIY E co 15+13.30,11.2' RT 1� 12"x6" TEE (MJxFL) S GATE VALVE (FLxMJ) RUST BLOCnnKJJ >> A T E R EX"�N Iy EX 8" W r= TOP 12" DI ELEV.=28.8' VJ W 15+56 53 38 S M H `� i 3 F 12" D� P= 32.72 � WATER VALVE RIM - - - 2 5.6 6 I I ELEV.=32.92 - - - - - 01 CIO WATER VALVE RIM 13+99.5, 14.4' RT 13+98.8, 14.5' RT GAS V A L E _ _ _ - ELEV.=32.92 GAS _ - - 14+56.8, 14.5 RT F TOP 12" DI ELEV.=26.8' - - - - - -TOP 12" DI ELEV.=27.0' - - - - - - - - - - _ r� - - m ---- ° - - - TOP 12" DI ELEV.=28.6' - - - - G - - - WATER VALVE RIM G G 'SWAY � � HH -------- METER B ELEV.=32.93 `__-- ELEC_�COR_ SL � TA 15 .91, 14 0 RT TEL _ �� TV' - -- - DRIVEWAY SL SL � l LAM P UT IN NNECT EX 1 " P ------ELEC----------- DRIVEWAY DRIVEWAY ATER Ij PER R ST c� STA 15+13.00, 22.00 RT 00.4 jTE -X X X P - _ FIRE HYDRANT _ LAMP (1) 12 12" TEE J� TEL 128.0 CYC ONE O 12 ATE VA �(FLx ) FN CE �- T ELECTRIC TEL / EPHONE VAULTS UNDERGROUND ELEC, � Cg X TV AND TEL NOT TOP=32.06 LOCATED IN THIS AREA INV=31.0 DAVID EVANS AND ASSOCIATES INC. 20300 WOODINVILLE SNOHOMISH ROAD NORTHEAST, SUITE A. 425-415-2000 AS CONSTRUCTED FIELD INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SRVEY MADE ON DEC. 13, 2017, DEC. 14, 2017, DEC. 18, 2017, JANUARY 12, 2018 AND MARCH 12, 2018 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. W ILL. ANu IV �AJSUMLu APPROX: EXISTING GRADE EX. WATER SRVC W DEPTH/CONFIG.) . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - _ . . -_ : _ . _ : ----. .. _ . . . . . . . . . . . . . . . . . . B(.-GAS CROSSING- C i PROP. ELEC. . . . . . . . . . . . . . . . - - - - . . . . . - . . W - CROSSING . . fW �� 2 . . . . . . . . . . . . . W � Z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J � U- EX. GAS X: I / i J= PROPOSED 12" QCROSSING 18 MIN. . . . . . . . . . . . . . . . . . . . . . . . WATER MAIN EX. SS 2OCROSSING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z ' O O W m m. O CD . o O + ((/7 N .� . O + Qf LCD 15 ��� �� 1n 14+00 14+50 15+00 WATER MAIN PROFILE SCALE: HORX. 1 " = 10' VERT. 1 " = 5' design PLLC A CIVIL ENGINEERING COMPANY 219 First Avenue S., Suite 401 Seattle WA 98104 206 402 4644 1► 91 REVISION (1) THRUST BLOC H � (2) 12" DI SPOOL (PExPE) 01 (3) 12" SLE�E (MJ) � W w W W Q _z 7 QI Q Q x Y W Y . 1 O Q O W m OO � > m mI. W + cx CV � Of LC) Of N 2 CD �7-- SURVEYED: DESIGNED: TTG DRAWN: TTG CHECKED: WE BY DATE APPR APPROVED: 35 30 25 LU J x o LIJ z _j O .� J Y _j 20 U _ U LWLi > OJ CC >W> O Z F_ W m� W NLLJ Ln z ?Lc)� N ~Q I_.-+ OU z "X CD CO En cn = . Z CN CN C (nU 15 15+50 15+60 SCALE: VERTICAL. NAVD 1988 1 " = 10' HORIZONTAL- NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CALL 48 HOURS BEFORE YOU DIG! 811 } CITY OF RENTON Planning/Building/Public Works Dept. LEGEND N 1m NOTES ZLO T 0 0 CONIC THRUST BLOCKING PER COR STD PLAN 330.2 AND 330.3 GATE VALVE AND VALVE BOX PER COR STD PLAN 330.1 Mug 911NOR is?. IiT►4:r10:ayIIII10a0 role] :�811laF.11Iamew 1 " WATER SERVICE U.N.O. 12" DI CLASS 52 WATER MAIN U.N.O. 6" PVC SDR 35 ASTM 3034 SANITARY SEWER SERVICE ��X�ll:�[y_1�K�1►1�1111 TEL/DATA CONDUITS 1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES. 2. SEE SHEET C6.0 FOR PAVEMENT RESTORATION PLAN. 3. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO ORDERING OF MATERIAL AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE LAYING OPERATIONS. 4. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS. PROVIDE MINIMUM 2 WEEKS ADVANCE NOTICE OF ALL INTERRUPTIONS. 5. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING TRENCH EXCAVATION TO PROTECT EXISTING UTILITIES FROM DAMAGE AND SETTLEMENT. 6. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES AND VERTICAL BENDS SHALL BE PER COR STD PLANS 330.2 AND 330.3. 7. ALL MECHANICAL JOINTS FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP, EXCEPT WHERE SHACKLE RODS ARE INDICATED. 8. SHACKLE RODS SHALL BE INSTALLED PER COR STD PLAN 330.5. 9. PIPE JOINT DEFLECTION SHALL NOT EXCEED HALF OF THE MANUFACTURE'S ALLOWABLE DEFLECTION. 10. SCHEDULING FOR THE WATER CUT -IN CONNECTION AT S 3RD STREET SHALL BE COORDINATED BY THE CONTRACTOR WITH THE CITY PUBLIC WORKS INSPECTOR AND CITY PROJECT MANAGER. ALL CONNECTIONS TO THE EXISTING WATER MAIN NEED TO BE COMPLETED BY CITY MAINTENANCE CREWS. THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATION OF THE TRENCH, SHORING OF THE TRENCH AND SUPPLYING THE MATERIALS NEEDED FOR THE CUT -IN. 0 a J O O T ri7 W W-395503 R-395507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS p RENTON COMMONS LLC 215 WHITWORTH AVE S, RENTON, WA 98057 ROW UTILITY PLAN AND PROFILE CSK 005 - 8/29/17 m z O 2 O U z O DATE: 08/02/2017 FIELDBOOK: PAGE: 1 DRAWING NO: C5.1 Iz SHEET: OF: 7 26