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CENTERLINE DATA — CAPRI AVENUE NE
LINE/ BEG STATION
CURVE
END STATION
BEG/PC END/PT L (FT)
L8 1+00.00
7+40.34
N 179604.04, E 1304604.68 N 178963.83, E 1304591.42 640.34
L9 7+40.34
8+05.51
N 178963.83, E 1304591.42 N 178898.67, E 1304590.43 65.17
1
U
I-
U -1
U-1
W
W
W
AMERICAN SURVEYING & ENGINEERING, LLC (ASE)
CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER
VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT
DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE
BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE
MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION
AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL
WATER VALVES, HYDRANTS AND WATER SERVICE METERS
WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND
A C C U R A T E L Y R E F L E C T E D H E R E O N.
Know what's below.
�,_ Call before you dig.
ONE -CALL
7-800-424-5555
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 72 HOURS
PRIOR TO CONSTRUCTION.
STA 3+93-
5/8" Poly Gas
3'DP
t'Y
ORIGINAL PLANS STAMPED BY:
ANDREW WEYGANDT ON:2/11/14
PE #44883
5"m
REMOVE EXI TSING TREE AND ROCKS AT
HYDRANT PAD LOCATION.
5592900230
CAPRI AVE
2" Conduit 5/8" Poly Gas
3.9'DP SDP
REVISION
i /. W.100 • 15
SURVEYED:
BRH, INC.
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG, AW
APPROVED:
AG, LH
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
5592900225
116 CAPRI AVE
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
Alt__`\�
DATUM
I-
U -1
W
W
W
W
Abandon 3/4" Cu
3.9'DP
WA TER NOTES:
0 20 40
1 "= 20'
AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
A4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
SERVICES) CONNECT NEW METER SETTER AND NEW
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
A6APPROXIMA7E LOCA TION OF EXISTING SANITARY SEWER
SERVICE BASED ON AS—BUILT DRAWINGS (TYP.). SIDE
SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A
MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.•
—VITRIFIED CLAY RE—SECTIONED WITH PVC PIPE SPOOL
AND FLEXIBLE FERNCO COUPLINGS
—CONCRETE.• RE—SECTIONED K17H ROMAC SADDLE
—PVC: RE—SECTIONED WITH RIGID COUPLINGS OR A
ROMAC SADDLE.
R CITY OF
t RENTON
Planning/Building/Public Works Dept.
MONTEREY TERRACE WATER MAIN
REPLACEMENT PROJECT
CAPRI AVE NE
STA. 2+25 TO STA. 7+00
a
DATE:
FEB 2014
FIELDBOOK:
PAGE:
DRAWING NO:
C-7
SHEET: 9 F: 20