HomeMy WebLinkAboutWTR2702185.1SECTION 32 T24N R5E WM WATER MH
RIM 41.64
I WATER MH
RIM 40.84 W
I WATER MH
1 RIM 41.03
1 - 12„ 22 1/2' BEND (MJ) M CONNECT TO EXISTING 12" WM VERTICAL
1 - 12 PLUG (MJ) PVC PIPE
2" BLOWOFF ASSEMBLY , , 1 - 22 1 /2' BEND (MJ)
CONCRETE BLOCKING MLl 3 LF 12" DI WM
POUR NEW DEAD MAN TYPE BLOCK 1 - 12" SOLID SLEEVE
AROUND EXISTING WATER MAIN `, CONCRETE BLOCKING
SHACKLE BEND TO DEAD MAN
BLOCK W/6 - 3/4" RODS
MH
36" METRO
PLUG W/CONCRETE 1' THICK--''
& ABANDON
N A
z REPLACE FENCING
P AS REQUIRED
W SHACKLE ALL NEW 12" WM w
BETWEEN FITTINGS W/6 STA 444+04, LFT 99' / �-
3/4" RODS 1 - 12" 22 1/2' BEND (MJ) V
CONNECT TO EXISTING 12 WM�r CONCRETE BLOCKING
"
LF 12DI WM
12" SOLID SLEEVE(MJ)
STA 442+30 L LINE LEFT 84' TESTING DETAILS FINAL CONNECTION
FIELD LOCATE & REINSTALL FIRE HYDRANT (TYPICAL 2 LOCATIONS) (TYPICAL 2 LOCATIONS) 18 LF 12" DI WM
BEHIND WALL TRANSITION SO PUMPER PORT STA 444+11, LF 82' %o
EXTENDS 6" ABOVE TOP OF GUARD RAIL. NEW WATER MAIN , rl, / ( )
11
REINSTALL FIRE HYDRANT (FL) a 1 - 12" 22 1 'BEND M
6" GATE VALVE (FLxMJ) 175 LF 8 DI CL. 52 (MJ) z + CONCRETE BLO KING
CONCRETE BLOCKING WITH CONTINUOUS SHACKLING
0 RODS - 8
FACE PUMPER PORT TOWARD ROAD. WITH 4 5 / " PROVIDE MINIMUM CLEARANCE � �
PROVIDE HYDRANT VERTICAL EXTENSIONS BETWEEN WALL #18 STRUCTURAL
wa
AS REQUIRED. ELEMENTS & WATER MAIN " Co
----------------------------- ---- ------------------- -- ------ -1
-----------
-------------------------------------------------------------- STA 444+11 LFT 80
--------------
------------ --
------------------------- —------------------------ -
--------------------------------
----------- 5' MIN
______________-_ - 1 - 12"x8" TEE (MJxFL)
7 LF 12" DI WM 1 8" GATE VALVE (FLx J)
CONCRETE BLOCKING
1 ALVE BOX
-------------------
APPROXIMATE FACE OF WALL STRUCTURAL EARTH' ' STA 4 4+11, LFT 75'
--V
WALL #18 0� 1 - 2"x4" TEE (MJxFL)
APPROXIMATE FACE OF RAIL _
_ -fi CO RETE BLOC ING
`- - 1 4" BLIND F ANGE W/2" TAP
BLOWOFF AS EMBLY PER CITY OF
END OF WALL #18 STA 442+35 RENTON STANDARD PLAN BR-25
BEGIN WALL #19 W 6" DI 00
EXISTING FIRE HYDRANT, VALVES
& PIPING TO BE REMOVED
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
40
- L LINE N 01°14'22" W
GENERAL NOTES
1. VERTICAL DATUM BASED ON NGVD MSL, HORIZONTAL DATUM BASED ON
WASHINGTON STATE COORDINATE SYSTEM, SOUTH ZONE, AS PROVIDED BY WSDOT,
2, UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES, A MINIMUM OF 5
(FIVE) PIPE LENGTHS IN ADVANCE OF THE INSTALLATION OF THE NEW MAIN.
3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL
UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE RELOCATION
WITH UTILITY OWNER IF REQUIRED.
4. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY.
5. THE PROJECT SURVEY WORK HAS BEEN PREPARED BY WSDOT.
6. DEFLECT THE PIPELINE AS REQUIRED AT .ALL ANGLE POINTS WHERE SPECIAL
FITTINGS OR BENDS ARE NOT CALLED OUT. PIPE JOINT DEFLECTION SHALL BE
KEPT TO LESS THAN ONE HALF THE MANUFACTURERS MAXIMUM RECOMMENDED
DEFLECTION. PIPE SHALL ALSO BE DEFLECTED AT ALL UTILITY CONFLICTS TO
PLACE THE NEW WATER MAIN UNDER THE CONFLICTING UTILITY.
7. ALL WATER MAIN SHALL BE DI CLASS 52 (MJ) WITH POLYETHYLENE
ENCASEMENT, AND SHACKLED IN ACCORDANCE WITH CITY OF RENTON STANDARD
PLAN BR-27.
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APPROXIMATE LOCATION OF
PROPOSED FOOTING AS SHOWN
ON SHEET 5 OF 19 OF DRAWING
BY ABAM CONSULTING ENGINEERS -
DATED 12/94
0 EXISTING
FOOTING l
+
EXISTING
PIERS (TYPO
Q
405 BRIDGE OVER
MAY CREEK
TowrALOW
1-405
EXISTIN RM DR- ti
maw
IY
z
STA 444+11, LFT 57'
1 - 12" 45' BEN (MJ)
CONCRETE BLOCKING
6 LF 12" DI WM -
STA 444+07, LFT 53'
1 - 12" 45' BEN. (MJ)
CONCRETE BLOCKING
CONNECT TO E ISTING 12" WM
3LF12"DI W
1 - 12" SOLID SLEEVE(MJ)
I
I
CREEK
CHANNEL
IE 35.09
I
- '!? REVIEW FOR COMPLIANCE TO CITY'S STANDARDS
TRANSPORTATION DATE
PLAN REVIEW DATE
., 41E(14� �I Tlt[,�,.,� ACo
FiRE MARSHALL DATE
!lIEXP, IRS / ql
r UTILITY SYSTEMS MANAGER DATE
MAINTENANCE SERVICES MANAGER DATE
v v u I i 1 O U. U.
ELEVATION
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El
12" MIN
E RODS
�OATED
FITTING OR VALVE
PLAN
IMA
NTS
COVER
TED BANK RUN GRAVEL
BACKFILL (9-03.14)
mmorr.
LENE WRAP
30RROW FOR
rlrL bLuDING
AS SPECIFIED IN 9-03.14
WATFRI INIF
L A 40
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WTR-2185
HAMMOND, COLLIER & WADE-- CITY OF RENTON
LI VI N GSTON E ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
4.10 STONEWAY N. MAY CREEK WATER MAIN
SEAT -_06)W63208 6649000 IICW-h RELOCATION
PLAN AND PROFILE
DESIGNED: R B �— DATE: j /1 7;/9 5 FILE V AME—
DRAWN: J T
CHECKED: SCALE: AS NOTED FIELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEI OF:
DIRECTOR OF PUBLIC WORKS
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