HomeMy WebLinkAboutWTR2702953.190)
N
N
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A
0
7
5
M
3
2
A B
78
00
0
I \
0 10
SCALE IN FEET
i 0
0
20 C
I
26 LF 24" STEEL 134 LF 24" DIA. DI low
TRENCH SECTION D TRENCH SECTION
C21 C21
95
STA. 60+26.00
24" TRANSITION COUPLING
o
90 #
AIR GAP 4 1
/ —
FINISH GRADE
EX. GRADE - LOADING DOCK ELEV. 86.99
—
STEEL D1 y
L L L LT_ L
-----�
0 STA. 61+10.91 0
O o 0 o a STA. 60+55.75 45 HORZ. BEND
0 22 1/2° HORZ. BEND STA. 61+27.37
0 U 0 EX. POWER 45 ° HORZ. BEND
STA. 60+70.75 ® STA. 61 +43.08
STA. 60+27.43 10„ SS 90° HORZ. BEND
Ex. POWER 18" BCW 1E = 77.58 - —
70 ---
STA. 60+23.27 CONNECT TO
12" WELL 12 EX. BUILDING
ELEV. = 80.30
65
00 o �o �o �0 1„=10'
� c 00 00
00 �
60+00 61 +00 1 "=10'
3 RECORD DRAWINGS
2 DCN 02
1 ISSUED FOR CONSTRUCTION
NO. REVISION
A B
SURVEYED: —
DESIGNED: J . E.
DRAWN: R.B.
CHECKED: G.P.
RB
1 /06
GP
APPROVED: —
RD
10/03
GP
BY
DATE
APPR
C D
SCALE: AS SHOWN
VERTICAL: NAVD 1988
ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks
AT FULL SCALE Consultants
DATUM 32001 32nd Ave. S., Suite 100
IF NOT ONE INCH Federal Way, Washington 98001
SCALE ACCORDINGLY
E E G H
ECONOMIC AND ENGINEERING
SERVICES, INC.
10900 NE 4TH STREET, SUITE 1110
BELLEVUE, WASHINGTON 98004
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
L_
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0
NOTES:
10
1O
TIE—IN COUPLER ROMAC 24" SS TO 24"
DI MATCH EXISTING INVERT 80.3t
2O
24" 90° ELBOW, DI (MJ)
N = 175440.95 E = 1311700.56
3O
24" 45° ELBOW, DI (MJ)
N = 175428.07 E=1311691.56
9
40
24" 45° ELBOW, DI (MJ)
N = 175411.87 E = 1311694.42
05
24" 22�* BEND, DI (MJ)
N = 175366.66 E = 1311662.81
06
24" TRANSITION COUPLING DI TO STEEL
8
0
24" STEEL DISCHARGE — WELDED
SMOOTH RADIUS DOWN TURNED ELBOW
EPDXY COATED, 10 MIL MIN,
(2) FINISH COATS MIN, TNEMEC SERIES 71
ENDURA SHIELD, COLOR GREEN.
N = 175336.68 E = 1311615.81
O8
SUPPORT AND PROTECT EXISTING
COLUMN FOUNDATIONS AS REQUIRED
7
REFERENCE EXCAVATION PLAN.
09
565 ZONE 6" WATER SUPPLY TO
EXISTING BUILDING. REF C35.
10 EXISTING ELECTRICAL TRANSFORMER
VAULT TO BE RE —WORKED. REF ELEC DRAWINGS
6
C
C
b
ro
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0
3
CONSTRUCTION RECORD DRAWING NOTICE
These record drawings have been prepared based upon 2
information contained in addenda, change orders, or
other available construction information, and information
provided by the Contractor, and by others. HDR has not
verified the accuracy or completeness of the information
provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
CITY OF RENTON
� DATE: OCTOBER, 2003 1
"u Planning/Building/Public Works Dept.
PROJECT No. 3-01-358
MAPLEWOOD
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 3
EXISTING OVERFLOW MODIFICATIONS SHT No.
W=2953 4 I
J
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DWG NO. C37
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