HomeMy WebLinkAboutWTR2703005.40
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DISCONNECT & REMOVE EXIST 16
CIP. INSTALL 16" DIP RJ & EBBA
IRON INC FLEX TEND DOUBLE BALL
& SOCKET FLEXIBLE JOINT. SEE
DETAIL 1 & r2
I I / CH2.0 CH2.0
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I PROVIDE RJ ON EXIST 16" PIPE TO
FIRST JOINT BEYOND THE SECOND
VALVE ON 16" CIP
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W I INSTALL APPROX 100LF TEMPORARY
FENCE TO SEPARATE CONTRACTOR
w I ACTIVITY FROM CONIC PADS
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ENCASED CONCRETE MONUMENT
BRASS PLUG, 1.25' DEEP,
MONUMENT IS 0.12' NORTH
OF -` ;TION LINE, MONUMENT
IS F�_ _?ECT BENCHMARK
RECORD DRAWING
THIS RECORD DRAWING HAS BEEN PREPARED BASED ON
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE
ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
GRASS
CONCRETE PAD
W/ TANK
SUPPORT (TYP) C)
1�0
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0
a
CONCRETE RESERVOIR
INSTALL 8" SPOOL TYPE
FLEXIBLE RUBBER EXPANSION
JOINT, SEE DETAIL q-
CH2.0
DISCONNECT PORTION OF
EXIST 8" STEEL OVERFLOW
PIPE, SEE DETAIL
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O 8"wCli 14",10"&20"FIR
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NCRETE 6'1
VAULT d COLUMN
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3.5" URASS DISK
" BE_ k I NO. 2 19 /3" CONCREI E RESERVOIR
A 24"FIR
GROUNDING ROD FH
Y 5' y COLUMN
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- --- CONTRACTOR LAYDOWN AREA,
ELI `HICAL,BOXE , PROVIDE SUITABLE SUPPORT &
n_ ELF `fRICAL,BC)XES,� `�
SEPARATION TO KEEP STORED
MATERIAL OFF THE GROUND
—..__.-_... , AVEL
CL
BUII. DING
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CC
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CONC ^;-
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'�- GRAVEL
p 4-EJBs ~ - EASTERLY BROKEN EDGE
EJIt ` OF ASPHALT, ASPHALT
`20"PINT YW DISAPPFA.RS INTO GRAVEL
CLECII�ICAL 1 �+ III9 FIR �I,ANLLS2 WV_�WMH
P _
^�
o 12"FIR
APPROXIMATE RIGHT OF WAY LINE
7' CHAIN 1_I14K ,Fj 17—
�l_H
PP
NE 12TH STREET
3-WV
RECORD DRAWING
BID SET
NO. I REVISION
SURVEYED.
DESIGNED.
BPS
BPS
8/19/03
DRAWN: KMH
BPS
1011102
CHECKED:
JAL
BY
DATE
APPR
APPROVED:
SOUTH LINE SE 1 /4 SEC. 4, T.23N., R.5E., W.M.
LEGEND:
EXISTING
® ENCASED CONIC MONUMENT
O SURFACE BRASS DISK MONUMENT
-0--- PP POWER POLE
EJB ELECTRICAL JUNCTION BOX
TJB TELEPHONE JUNCTION BOX
Da WATER VALVE
FH FIRE HYDRANT
CONIFER TREE
HEDGE
X_ X X FENCE LINE
P UNDERGROUND POWER LINE
T UNDERGROUND TELEPHONE LINE
W WATER LINE
PROPOSED
CONTRACTOR LAYDOWN AREA
GENERAL NOTE:
1. WATER IN THE TANK SHALL BE COMPLETELY DRAINED PRIOR TO
DEMOLITION OF EXIST PIPES & FITTINGS. REFER TO PROJECT
SPECIFICATIONS & NOTES ON SHEET GO.2.
2. UTILITIES SHOWN ARE BASED ON OBSERVATION OF SURFACE
FEATURES, PAINT MARKS APPLIED BY AN UNDERGROUND UTILITY
LOCATING SERVICE, & AVAILABLE RECORD DRAWINGS. FIELD
LOCATIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO ANY
CONSTRUCTION. CONTRACTOR SHALL POTHOLE TO LOCATE BURIED
ITEMS AS NECESSARY.
3. THIS SURVEY MADE WITHOUT THE BENEFIT OF A TITLE REPORT &
DOES NOT PURPORT TO SHOW ALL ITEMS OF RECORD.
4. CONTRACTOR SHALL COORDINATE WORK WITH CITY OF RENTON TO
ALLOW CITY ACCESS TO ALL FACILITIES.
5. CONTRACTOR SHALL RETURN SITE TO EXIST CONDITIONS.
6. FOR LOCATION OF PIPE SUPPORTS SEE DETAIL 2 _ & _4
CH2.0 CH.0
7. PROVIDE INSPECTION ACCESS TO CITY OF RENTON STAFF WHEN
PIPES & FITTINGS ARE EXPOSED. CITY WILL TAKE CORRECTIVE
ACTION AS REO'D TO REMEDY DEFICIENCIES FOUND. CONTRACTOR
SHALL PROVIDE ACCESS TO CITY FOR THIS WORK.
8. ALL PIPE & FITTINGS SHALL BE WRAPPED IN 8 MIL THICK BLACK
POLYETHYLENE. Wqm300q504
VERTICAL DATUM: NAVD 1988
BENCHMARK: CITY OF RENTON MONUMENT #1843,
AT INTERSECTION OF NE 12TH STREET AND
MONROE AVENUE NE (TO THE NORTH), BRASS
PLUG IN CONCRETE, 1.25' DEEP.
ELEVATION = 425.15 FEET
ELEVATION PRECISION: 0.05' HARD SURFACES
0. -I ' NON —HARD SURFACES
GALL 4<
1-800--4'f1_ A -5 :
SCALE:
VERTICAL: NAVD 1988 RENTON ELE VA TED WA TER TA NKS
AS SHOWN HORIZONTAL: \ NAD 1983/1991 ::R
CITY OF r
,SEISMIC REPAIR AND REHABILITATION
RENTON
ONE INCH AT FULL SCALE
y Planning/Building/Public Works Dept. IHIGHLANDS RESERVOIR
IF NOT ONE INCH SITE PLAN
SCALE ACCORDINGLY
r
19/03
CH1.0
SHEET: OF:
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