HomeMy WebLinkAboutTED4003772.4LU
STA 37+00.9 (2.4' LT)
RJ
W/ THRUST BLOCKING )
STA 36+97.0 (10.0' LT)
(1) FIRE HYDRANT ASSEMBLY
PER COR STD PLAN 310.1
STA 35+10.3 (2.5' LT)
1) 12"x6" TEE (FL)
�2) 12" GATE VALVES (FLxMJ)
1) 6" GATE VALVE (FLxMJ)
W/ THRUST BLOCKING
STA 35+ 10.3 (11.6' LT)
(1) FIRE HYDRANT ASSEMBLY
PER COR STD PLAN 310.1
N4654 50 "E
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--------------- /�--------------------------------------------------------- --------------
50+00 / 320 LF 12 DI CL52 (RJ) I 53+50
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15' CITY OF RENTON-J,
UTILITY EASEMENT I
/ 50+50 51 +00 51 +50 N 46 54 50 E - 374.08 52+00 52+50 53+00 _ J
77 21�- /------------------- 7- - �2-------- ------- - - - - - - - - - - - - - - - - - - -
STA 50+ 15.1 (1.1 ' LT) -
o (1) 12 45' BEND (RJ) o
/ W/ THRUST BLOCKING 15' CITY OF RENTON
r � UTILITY EASEMENT
I 25 LF 12" DI CL52 (RJ) ,- _ _
-
1 STA 36+97.0 (2.4' LT) - _._ - - STA 53+35.7 (1.3 LT)
1 12"x6" TEE FL CONNECT TO EX 12 TEE (MJ)
1 12" GATE VALVE (FLXMJ FUTURE BUILDING ONLY)
FOOTPRINT PER CDR STD PLAN 300.5
I 1 12" ADAPTER (FLXMJ) ) (FOR REFERENCE ONLY) I
1 6" GATE VALVE (FLxMJ) t I I
I W/ THRUST BLOCKING o r - -
i -( STA 53+37.0 12.9 RT
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I I �-- 1,..-[-- �� ;=-�-.-- (1) FIRE HYDRANT ASSEMBLY
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I i I 4 PER COR STD PLAN 310.1
-- -- - = - CONNECT TO EX 6" WATER
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SOLD LOT LINE lti�l
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FUTURE BUILDING FOOTINGS I i I
I FOR REFERENCE ONLY
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SEE PSE PLANS FOR DETAILS I SEE ELEC LPLANS
ao I I PSE VAULT J03 I I PRIMARY POWER POC v v
1 I ( I -_ -
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'l I APPROX LOCATION
OF TEMP POWER
TRANSFORMER J I \
o I (PSE V01) -- -
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I i jrOLD LOT LINE
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STA 34+79.7 (8.4 RT)
4%2" TEE I \ 1}
1 \
FUTURE BUILDING FOOTINGS
v (FOR REFERENCE ONLY)
o I \ CD
T I 4" GAS MAIN
\ CONOIT VERTICAL BEND TO
Approved By:.
Approved By:
Approved By;
Approved By:
Call before you
Djg .8-1-1
or1-800-424-5555
0 10 20 40 UNDERGROUND
SERVICE (USA)
SCALE 111=20'
Existing 12" W Stub
Con ractor to Perform and Provide:
- All excavation shoring, backfill,
trench restoration
Temporary steel plates
install, form and pour concrete
- All materials for City crew to
exte-id the rods and connect to
exisling valve and to plug the
exlsiing valve
Remove existing
12" Stub.
City crew to install
12" MJ Plug on ex -�-
12" valve
City crew will
extend shackle
rods and connect -f
to existing valve
with "eye bolts"
Date:
Date:
Date:
Date:
Is"
'ods
concrete
Ian block around
g pipe and
I four (4) 14"
e reds with end
ers"icon nectors
)ck detail
eet
5 days curing
concrete block
'r
8" Deadman Main Block Detail
S=377202
W=377202
CAST -IN -PLACE CONCRETE BOX "' I SEE PSE PLANS \
(DESIGN BUILD) I FOR DETAILS a ROUTE UNDER' FUTURE SLAB "
PLUG EX 12 VALVE AND REMOVE
INSTALLED ON TOP OF EX TUNNEL 18' STORM PENETRATION I (2) 4" PSE ECD (3)4" COMM o, �
WEST WALL OF BOX I QNoon NOON d ■■COMA ■■COM■■�■CO ■■■■COM■■■■COM�i� (2)4" PSE ECD ��-\ 8" DDETAIL MAIN BLOCK
TOP OF BOX LID EL=19.04t ��I■W03■■�lu� "COM♦ d d d d d d SEE DETAIL THIS SHEET
IE=16.75t (IN)W I I ■ �+sC■■■■COM■■■■COM■■■■COM■■■■COM■■■■COM■■■■COM■■■■COM■■■■COM■� \
BOX TO BE BURIED UNDER I to STA 34+32 (29.5' RT) SEE COMM PLANS FOR CONTINUATION WITHIN BUILDING FOOTPRINT \
STRUCTURAL BACKFILL W/NO j IK ® CENTER OF 444 VAULT
SURFACE ACCESS II
I: GAS GAS GAS r
sQ 0
1'
' 6�
SEE SHEET C3.1 I-EU FOR CITY OF RENTON
STANDARD WATER DETAILS AND NOTES
KEYMAP
SCALE: 1 "=400' N
2 LF 18" SD 0 2% MIN I I ■ -
PSE# I CB TYPE II-48" I 2" GAS SERVICE \ + p�
STA 33+98.1 (8.8' LT) I I COMMUNICATIONS POC NEW LOT LINE
W/ SOLID LOCKING LID I I EXISTING TUNNEL SEE PSE PLANS SEE TELECOM PLANS EXISTING TUNNEL DRY -UTILITIES CONDUITS TO CROSS
I FOR DETAILS UNDER EXISTING 12-INCH WATER MAIN p. A
RIM 21.78 IE 16.88 NE 18" CPEP W/ MINIMUM OF 12-INCHES
OF VERTICAL SEPARATION \
IE 16.88 SE 18" CPEPR=377204
■
■ \
CONSTRUCTION RECORD DRAWING �,au, MATCHLINE -SEE SHEET C302-EG
This construction record drawing is a copy of a cad file prepared by o t SURVEYED: SCALE: DATE:
tiw " VERTICAL NAV019� THE HOTEL AT SOUTH PORT 6.1.2015
COUGHLIN PORTER LUNDEEN and has been edited to reflect field � AS NOTED HORIZONTAL- NAD 1983/1991 �� CITY OF
verified invert and rim elevations of the storm, sanitary sewer and water 2 04640- DESIGNED: '� RENTON WAS H I N GTO N FlELDBOOK:
main systems. Field verified invert and rim elevations were obtained by Z \ DRAWN: RENTON PACE.
KLB CONSTRUCTION IN APRIL 2017 W� LPL DRAWING NO:
SOU T 14 P U R TE INCH
The on -site private storm drainage facilities and public/private rivate water and O 36936 � \ s'er;o v trLarnaFnT, INC.iNcDATUM
P g P P .� RECORD DRAWINGS "DAT
CHECKED: AT FULL g Plannin Buildin Public Works Dept. UTILITY PLAN -
�tsTER `, JNP 9� 9� P C301-EU
sewer systems were installed in accordance with the approved plans and >VAi � 8o O U G M I . QO RT E R LU N D E E N APPROVED. C NOT ONE INCH: ov:
the documented field revisions and function as intended. J NO. REVISION BYAPPR SCALE ACCORDINGLY EARLY UTILITY
STRUCTURAL CIVIL SEISMIC ENGINEERING
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