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EX. IE. 361.86 8"PVC IN S. ; u) I
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3/4" WATER SERVICE AND METER,
PER COR STD. DTL. B 106
PAVEMENT TRENCH RESTORATION
PATCH ACROSS ENTIRE WIDTH OF
PAVEMENT PER COR STANDARD DETAIL
H032.1, TYPICAL
CONNECT NEW 6" PVC STUB TO EXIST. 8"PVC
SEWER, WITH A TAP THROUGH CAST IRON SADDLE
SECURED TO SEWER MAIN WITH STAINLESS STEEL
BANDS, SEE COR. STD DTL. B078
WATER, SEWER AND UTILITIES PLAN — AS BUILT
OF
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CAMIE NG PROPERTY
I
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
I
RENTON, WASHINGTON
HORIZONTAL & VERTICAL DATUM - BASIS OF BEARINGS MATCH EXISTING
o I NAD 1983 (91) PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. GROUND @2H:1V MAX.
a COORDINATES AND ELEVATIONS ARE GPS DERIVED, AND A NETWORK ANALYSIS
INCLUDING CITY OF RENTON CONTROL STATIONS 57, 369, 1668 AND OTHER
MONUMENTATION WAS PERFORMED. WE HELD CONTROL STATION 57 FOR POSITION,
THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION
AND CONTROL STATION 369 FOR ELEVATION.
I I REFER TO SHEET C2 OF 7
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DISCONNECT OH POWR. TO
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EXIST. SSMH
RIM ELV. 379.80
EX. IE. 371.33 8"PVC OUT N.
EX. IE. 371.42 8"PVC IN E.
►i►/_1IIIII:i9_\Av1I
2 - 3/4" WA METERS FOR LOTS 3
& 4, PER COR. STD. DTL. B106
START 4"PVC CONDUIT MIN. 1' OFF
NEW EDGE OF PAVEMENT
EXIST. SSMH
N. 189,205.
E. 1,307,377.92
MIL A rl % i ZO/l -711
DETAIL B078
1 PRELIMINARY SHORT PLAT SUBMITTAL
2 ENGINEERING SUBMITTAL
3 REVISED PER CITY OF RENTON PBPW
4 FINAL MYLARS
5 AS BUILT
NO. I REVISION
GAS
6" PVC C-900 SS
6" PVC C-900 SS
10 FT PUBLIC UTIL. ESMT.
8" PVC CLEANOUT
PER COR STD DTL. B076.1
W/ CI. RING AND COVER PER
COR STD. DWG. BR36
N. 189,201.85
E. 1,307,487.85
RIM ELV. 385.50
IE. 379.27
PER COR. STANDARD DETAIL L�— TREE LIMB REMOVAL PER PSE/POTELCO
H032.1, TYPICAL. I REQUIREMENTS, PRIOR TO POWER CONNECTION
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RDRf32807
RDR
SURVEYED:
SCALE:Barghausen p
1 —20RDR/0
1988
HORIZONTAL- N DV01983/1991
DATUM
RDR
07
RDR
DESIGNED:
Barghousen
RDR
RDR/08
RDR
DRAWN. RDR
ONE INCH
AJ
1/06/09
HPG
CHECKED:
RDR
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
f DATE
APPR
I APPROVED:
RDR
390
_�lTV
TEL
POWER
2 " - 1 HD PLASTIC WA.
IN 4"0 PVC CONDUIT
NOTE: ALL UTILITIES TO HAVE 3' MIN. COVER
UTILITY SPACING
SECTION A -A: 24' PRIVATE DRIVEWAY
NOT TO SCALE, SEE SECT A —A, SHEET 4 FOR PAVING SPECIFICATIONS
MATCH EXISTING GROUND
380
110LF 8"0 PVC 05.0%
370 EX. 48"0 SSMH
LRIM ELV. 382.72
NEW IE. 373.87 E.
EX. IE. 373.77 W.
COREDRILL / CREATE NEW
8"0 CHANNEL
N
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ro
8" PVC CLEANOUT
PER COR STD DTL. B076.3
RIM ELV. 385.50
IE. 379.17
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1 +00 1 +20 1 +40 1 +60 1 +80 2+00 2+10
NE. 21ST ST. SANITARY SEWER
1 "=40' HORIZONTAL
1 "=10' VERTICAL
P. GR�
�4F WAS e� 014AV-A 18215 72ND AVENUE SOUTH
�Q' �Z KENT, WA -98032
(425)251 6222
23975 0 �� 0 (425)251-8782 FAX
FC/SJOI �� p ?
s'S/ONA L ECG\ �.0`� �sG y CIVIL ENGINEERING, LAND PLANNING,
�TjHG ENG,��I& SURVEYING, ENVIROMENTAL SERVICES
DATE:
�- CITY OF AS -BUILT 11-27-07
FIELDBOOK
RENTON WATER, SEWER AND UTILITIES PLAN PDF
DRAY
Planning/Building/Public Works Dept. FOR 0 12653
CAMIE NG PROPERTY SHEET: C5 IF:
7
CD:W-34240� �'