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WATER, SEWER AND UTILITIES PLAN
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EXIST. SSMH I CAMIE N G-_ PROPERTY
RIM ELV. 375.29 I
EX. IE. 361.81 8"PVC OUT N. o N; A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
Ex. IE. 361.86 8"Pvc IN S. RENTON, WASHINGTON
1
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HORIZONTAL 8 VERTICAL DATUM - BASIS OF BEARINGS MATCH EXISTING
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l o NAD 1983 (91) PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. GROUND @2H:1 V MAX.
COORDINATES AND ELEVATIONS ARE GPS DERIVED, AND A NETWORK ANALYSIS
INCLUDING CITY OF RENTON CONTROL STATIONS 57, 369, 1668 AND OTHER
I 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.
REFER TO SHEET C2 OF 7
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1
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I 1 =
5.00' 1 i, o
DISCONNECT OH POWR. TO
r 1 a LOT 1 BY PSE/POTELCO NOTE: MINOR GRADING SHALL BE PERFORMED AND FINISHED FLOOR
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ELEVATIONS SHALL BE ESTABLISHED BY HOME BUILDER PER INDIVIDUAL SFR
BUILDING PERMITS, ELEVATIONS NOTED PLUS OR MINUS 1 FOOT, TYPICAL.
4a
d
a
4.
3/4" WATER SERVICE AND METER,
PER COR STD. DTL. B106
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 k
BANDS, SEE COR. STD DTL. B078
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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.
WATER VALVE
I
4"PVC 22.5' BEND
2 - 3/4" WA METERS FOR LOTS 3
& 4, PER COR. STD. DTL. B106
START 4"PVC CONDUIT MIN. 1' OFF
NEW EDGE OF PAVEMENTI.
IL. J/J.JV, IL.
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EXIST. SSMH
N. 189,205.
E. 1,307,377.92
DIAA CI \/ ZQr) -7D
DETAIL B078
1 PRELIMINARY SHORT PLAT SUBMITTAL
2 ENGINEERING SUBMITTAL
3 REVISED PER CITY OF RENTON PBPW
4 FINAL MYLARS
NO. I REVISIO
GAS
6" PVC C-900 SS
6" PVC C-900 SS
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10 FT PUBLIC UTIL. ESMT.
8" PVC CLEANOUT
PER COR STD DTL. B076.1
W/ Cl. 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. REQUIREMENTS, PRIOR TO POWER CONNECTION
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RDR
RDR
SURVEYED:
Borghousen
SCALE:
»— ,
1 —20
HORIZONTAL- N D 198311991
DATU M
RDR
RDR
DESIGNED:
Borghousen
RDR
RDR
RDR
R17/07
RDR
DRAWN. RDRONE
INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
APPR
APPROVED:
RDR
EX
TV
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
390
MATCH 'EXISTIN_ G_CND
380
370 E.X._..
L
48''..0_ ;SBMN
RIM
ELV. 382.72
NEW
IE. �73.87 E.
EX.
IE. 373.77 W.
COREDRILL / CREATE NEW
8"0
CHANNEL
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00
r7 d
00 00
1 +00
1 +20 1 +40
....................
110LF 8"o PVC @5.0 6�
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8" ;PVC CLEANOUT
PER CDR ......ST6-DTL...B076:.3...... ._.
RIM ELV. 385.30
I IE. 379.17
Do 00 00 �I r) �I �I
1+60 1+80 2+00 2+10
NE. 21ST ST. SANITARY SEWER
1 "=40' HORIZONTAL
1 "=10' VERTICAL
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18215 72ND AVENUE SOUTH
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KENT, WA 98032
(425)251-6222
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(425)251-8782 FAX
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CIVIL ENGINEERING, LAND PLANNING,
EXPIRES 0771270
ENGIN��Q
SURVEYING, ENVIROMENTAL SERVICES
::- CITY OF
WATER, SEWER AND
UTILITIES PLAN
RENTON
FOR
Planning/Building/Public Works Dept.
CAMIE
NG
PROPERTY
11-27-07
FIELDBOOK: —
PAGE: —
DRAWING NO:
012653
SHEET: C5 OF:
n
�T
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J y
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cD: 342401
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