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/ APPROVED EQUAL. SEE DETAIL
CR2.0
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DISCONNECT AND REMOVE EXIST 10" CIP.
INSTALL 10" DIP RJ & EBBA IRON INC
FLEX TEND DOUBLE BALL & SOCKET 1 &
FLEXIBLE EXPANSION JOINT. SEE DETAIL
CR2.0
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.
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VERTICAL
RISER
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CR2.0
NO.
EJB
GRASS
CONCF ETE PAD W/
TANK UPPORT & CITY
CITY F RENTON, NO
TRES ASSING SIGN (TYP)
18"FIR
BOV
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RECORD DRAWING
BID SET
REVISION
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GRAVEL
GRAVEL
;'ALE" IN FFET
CONTRACTOR LAYDOWN AREA, PROVIDE
SUITABLE SUPPORT & SEPARATION TO
KEEP STORED MATERIAL OFF THE
GROUND
INSTALL APPROX 45LF OF TEMPORARY
FENCE TO SEPARATE CONTRACTOR
ACTIVITY FROM CONC PAD
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DISCONNECT & REMOVE EXIST 12"
CIP. INSTALL 12" DIP RJ & EBBA
IRON INC FLEX TEND DOUBLE BALL
& SOCKET FLEXIBLE EXPANSION
JOINT. SEE DETAILe&e
CR2.0 CR2.0
0 0 20 40
LEGEND:
EXISTING
ENCASED CONIC MONUMENT
OO SURFACE BRASS DISK MONUMENT
-0- PP POWER POLE
z EJB ELECTRICAL JUNCTION BOX
z TJB TELEPHONE JUNCTION BOX
m WATER VALVE
EH FIRE HYDRANT
CONIFER TREE
HEDGE
FENCE LINE
P UNDERGROUND POWER LINE
T UNDERGROUND TELEPHONE LINE
W WATER LINE
PROPOSED
CONTRACTOR LAYDOWN AREA
GENERAL NOTES:
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 &
CR2.0 CR2.0
7. PROVIDE INSPECTION ACCESS TO CITY OF RENTON STAFF WHEN
PIPES & FITTINGS ARE EXPOSED. CITY WILL TAKE CORRECTIVE
ACTION AS REQ'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.
VERTICAL DATUM: NAVD 1988
BENCHMARK: CITY OF RENTON MONUMENT #784,
AT INTERSECTION OF SE 19TH STREET AND
PGET DRIVE SE, 3/8" BRASS PLUG WITH PUNCH
MARK IN CONCRETE, 0.7' DEEP.
ELEVATION = 417.57 FEET
ELEVATION PRECISION: 0.05' HARD SURFACES
0.1' NON -HARD SURFACES
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SURVEYED: SCALE:
VERTICAL: NAVD 1958 3/RENTON ELEVA. TED WATER TANKS 8 / 19 / 0 3
HORIZONTAL: NAD 1963/1991 1► ] ]�
DESIGNED: AS SHOWN \ �I CITY F SEISMIC REPAIR AND IEIIAIL17A TIOl V FI ELD600K:
DRAWN:
RRENTON PAGE:
BPS 8/19/03 KMH DRAWING NO:
BPS 10/1/02 CHECKED: ONE INCH D�TIJ r,I
JAL AT FlJLJ SCALE �, n,. Planning/Building/Public Works Dept. ROLLING HILLS RESERVOIR C R 1 . 0
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY SITE
n/ i �j SHEET: 8 OF:1 8
SCANNED MAR 2 9 .?Calk tv r.-"% w �_D O D