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HomeMy WebLinkAboutW-394601EX 12" WATER n 00 N 0 c"l N Q 0 co 0 0 / 0 0 / z w 0 / w I 0 0 0 00 0 z 0 z w w un c� w D w w w P P c� T W/FO F0 UJ T T T T Q I o �, STA 5 +10.41, 0.22 RT J w w /__2— 1 LONG SOLID SLEEVE cl- LU T T COUPLING (MJ X MJ) 1 — 12 TEE (MJ X MJ X FL T T 1 _ 12 GV (FL X MJ) = EAST 1 12 qV (MJ X MJ) NORTH � S i 1 — TH UST BLOCK T 50 12.—D.I. SPOOL (LENGTH AS NEEDED) S 2ND S -------------W--------W — � 1 w- 6 " U,/— IAIATCD VAI TV wl EXISTING WATER MAIN T ONN T �— 4" W (ABANDONED) w 12" W (RESTRAINED) vv 6„ W 12" GV 6" GV vv vv w 0 w w w w w w w ----------------------- --- -s------------REMOVE EX FIRE HYDRANT--- 04 `/) T V TV — TV P p P PLUG EXISTING 6" GATE EX 6" WATER (ABANDONED) VALVE WITH 6" PLUG (MJ) oil -EX 6" WATER TO BE ABANDONED CONNECTION 1 DETAIL SEE PLAN & PROFILE SHEET 17 AND SEE DETAILS BELOW EX 4" WATER (ABANDONED) 0\ EX 6" WATER (ABANDONED) 6" W - EX 12" MAIN CUT -IN NEW 12" X 12" TEE AND TWO VALVES ON EXISTING 12" MAIN BY CITY FORCES NEW 12" MAIN 66" W w w �� o W CONNECTION 1 EXISTING CONDITION GENERAL NOTES 10, EX 12" MAIN 4" W (ABANDONED) INSTALL 12-INCH MJ PLUG ON EXISTING 12" GATE VALVE WITH THRUST BLOCK RIM 44.08 II tj I 37.3 S. CL CONNECTION 2 DETAIL SEE PLAN & PROFILE SHEET 17 AND SEE DETAILS BELOW 12" W ;V 8„ W 6" W (ABAND NED) 66" W W W - w 6" W (ABANDONED) 6" GV � FINAL CONNECTION BY CITY FORCES I'/),4W NOTE: CUT —IN TO EXISTING MAIN AND VALVES / (ABANDONED) TO BE COMPLETED BY CITY FORCES BEFORE INSTALLATION OF NEW WATER MAIN BY CONTRACTOR CONNECTION 1 CONNECTION 2 EXISTING CONDITION VERTICAL CROSS PER COR STANDARD PLAN NO. 300.6 CONSTRUCTION COORDINATION SEE COR STANDARD PLAN NO. 300.3 FOR ADDITIONAL CONNECTION DETAILS SEE SHEET 17 FOR GENERAL NOTES 1-12. 13. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES, OR ROMAGRIP OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD PLANS. 14. JOINT RESTRAINT SYSTEM FOR RESTRAINED JOINT PIPES WHERE SHOWN ON PLANS SHALL BE TYTON JOINT PIPES WITH MEGALUG HARNESS SERIES 1700 OR ROMAC SERIES 600 OR APPROVED EQUAL. WATER LEGEND THRUST BLOCK LONG SLEEVE COUPLER CROSS H 11 Y' BEND TEE ► REDUCER CAP VERTICAL CROSS EXISTING WATER MAIN W PROPOSED WATER MAIN WX*X-- REMOVE/ABANDON WATER LINE �w RESTRAINED JOINT WATER MAIN FIRE HYDRANT N GATE VALVE COUPLING JXMJ) �w S2NDST — T — Ly___T VERTICAL CROSS PER COR STANDARD PLAN NO. 300.6 EX 12" MAIN STA 62+41.08, 19.58' LT 1 — 4" ROMAC TRANSITION COUPLING 1 L"11w:0:0 FROM 4" D.I. TO 4" C.I. X WITH 0. D. t 4.55" 1 — 4" 90' BEND (MJ X M x X SPTo� 1 00. ING v �� REMOVE/ABANDON 14 EXISTING WATER LINE (TYP) X�X-�HH HHHHHH f� �fX W W -P 15 STA 62+13.25, 2 .h' LT 1 — 8" 450 FBEND_ (MJ_� MJ) I I WITH MEGALUG AND CONCRETE $LOCKING 0O 1 2ND STi � I w STA 61 +98.28, 25.90'—LT 1—12"X8" TEE (MJ XFL) ZL w8 L X MJ w --66" DIA SPU '\ %AI A Tr-D U A W , mlu\ Innn AAAAAAA H X� HHHHHH�xwX—X ,"\,.,.,.,. wwQ, SD SD GP GP GP T CUT -IN NEW 12" X 12" CROSS AND THREE VALVES ON EXISTING 12" MAIN BY CITY FORCES NEW 12" MAIN � — / VERTICAL CROSS PER NEW 12" MAIN COR STANDARD PLAN FINAL CONNECTION � N0. 300.6 BY CITY FORCES i�EX 12" MAW —FINAL CONNECTION BY CITY FORCES NOTE: CUT —IN TO EXISTING MAIN AND VALVES TO BE COMPLETED BY CITY FORCES BEFORE INSTALLATION OF NEW WATER MAIN BY CONTRACTOR CONNECTION 2 CONSTRUCTION COORDINATION �JLL VVI\ .l l/\IYV/\I\V I L/\Ir IYV. VV V.V I VI\ ADDITIONAL CONNECTION DETAILS WITH CUT —IN CROSS INSTEAD OF TEE CONSTRUCTION NOTES 13 INSTALL CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STANDARD PLAN F-40.16-03. 14 REMOVE AND REPLACE CURB, GUTTER &SIDEWALK FOR UTILITY INSTALLATION. 15 REMOVE AND REPLACE ADA RAMP WING FOR UTILITY INSTALLATION. n STA 62+�6.62, 11.52' LT 1 — 8" �4" TEE (MJ X M) ROTATE 4" D.I. SPOOL (f 5 LF WE L��F TEE) 8" D.I. SPOOL (t 2 LF NOF OF 1 — 8" GV (MJ X MJ) 1 — 8" END CAP (MJ) '7 ID P CONCRETIL THR T BLOCKS ALL MJ FITTINGS ALL HA MEGAL6 SERIES 1100 R T GL N LJ STA 55+88.74 .84' LT 1 1 — 8" 450.5(MJ X MJ WITH MEGALU00 AND CONCRETE BLOCKING r — — I I c_; I - I `0 I 5 I > I X 51DEG 0 STA 61 +98.22, 11.3 ' LT >KA 1 — W 1 — 12" GV (MJ X J) TV i TV / _ �R: 00 `D DL > �E�HHHHHHHf� — T I 1 — 6" LONG SLEEVE �I COUPLING (MJ X MJ) �I 6" X 8" REDIkCER (MJ X M �L Duc - 6" D.I. SPOOL AS NEEDED —— CONNECTION 3 DETAIL SEE PLAN & PROFILE SHEET 18 -6 A4,/ W � w- 8" 8" W ., w 4" A " CAP 6" W 6" GV 6„ W w w 3 i CONNECTION 3 EXISTING CONDITION PLAN N 0 5 10 20 30 SCALE IN FEET 4 FLASHING BEACON SSMH 5655 RIM 45.85 IE 38.2 NE,E,S-W @ C RAMP DWY I\ -U4 STA 56+40.62 2.03' RT 1 — 12" CAP (MJ) SD 56+23.56, 1.95' RT 1 2"X8" TEE (MJ XFL) 1 GV (FL X MJ) " X MJ) CXE AVATION LIMITS FOR EXISTING WATER MAIN CONNECTION STA 56+23.40, 30.90' RT 1 — 8" 45' BEND (MJ X MJ) STA 56+17.32, 37.18' RT 1 — 8" 45' BEND (MJ X MJ)