HomeMy WebLinkAboutWTR2702953.12rr
F-
0
7
0
5
0
3
CB #1
4" P V
@ 2%1
CB #3
3/4" SQUARES SPACED — 3/4"
AS INDICATED — HT. 1 /8"
RAISE-1 /2"
WIDE BORDE
1-1/4
STMH #6
1/2"
"" "C DRAIN
L
VAULT # 1
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— — — — — — — j
ROOF DRAIN SCHEMATIC
DETAIL 1
NTS —
F G 1 H I J K
PROVIDE SPLASH BLOCK
(TYP 4 LOCATIONS EAST ELEVATION)
I
6" PERFORATED SUBDRAIN (TYP)
CONTECH A-2000 OR EQUAL
6" x 4" WYE UP
6" 90° ELBOW
I A VAULT #2
I c2o
12" (TYP)
6" CLEAN OUTSLOP T P 2�f
75 LF 6" PVC DRAIN @ 2%f IE — 79.36 ( )
I I
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\ 6" x 4" WYE UP TO RAIN
LEADER — REF ARCHITECTURAL
ELEVATIONS SHEETS (TYP) A3,
A4, AND A5
6" PVC CLEAN —OUT 2
PER RENTON STD B-076 C20
IE = 82.50
2'— 0
CONCRETE
CLASS 3000
12"0 �-4_3/4„
FIBER JOINT PACKING
45° (1 /8) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
CAST IRON RING AND COVER
UNOTE:
IN UNIMPROVED AREAS POUR 1'-0" THICK 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN
ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
CITY OF RENTON STANDARD DETAIL B-076
DETAIL z
NTS C20
SURVEYED: — SCALE: AS SHOWN
DESIGNED: J.E.
DRAWN: R.B. ONE INCH
CHECKED: G.P.
APPROVED: — AT FULL SCALE
2 RECORD DRAWINGS RB 1 /06 GP IF NOT ONE INCH
1 ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY
w
N0. REVISION
A I B
BY DATE APPR
C D
E
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 Kennedy/Jenks
Consultants
32001 32nd Ave. S., Suite 100
DATUM Federal Way, Washington 98001
F
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H
6" x 6" x 6" TEE
IE = 77.50
STMH #2
6" IE = 77.20
30' 6" CLEAN OUT 2
IE = 78.60 c2o
PER RENTON
STANDARD B076 (TYP)
— — — — —
Ln
6" CLEAN OUT
IE = 78.42
VAULT 1
#
6" 90° ELBOW (TYP)
6" CLEAN OUT 2
IE = 79.22 c2o
PER RENTON
STANDARD B076 (TYP)
24" N
ECONOMIC AND ENGINEERING
SERVICES, INC.
10900 NE 4TH STREET, SUITE 1110
BELLEVUE, WASHINGTON 98004
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
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SLOPE @ 29t
(TYP) �
6" PERFORATED
SUBDRAIN (TYP)
VAULT SUBDRAIN DETAILS
DETAIL 3
NITS —
—"'AL PAVED SECTION
AULT
EL BACKFILL FOR DRAIN
T 9-03.12(4)
6" x 6" x 6" TEE
IE = 76.80
STMH #4
6" IE = 76.50
W=2953AD
RFORATED SUBDRAIN PIPE
ECH A-2000 OR EQAUL
2%f TO DRAIN
10
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6
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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
VAULT SUBDRAIN 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
SECTIONA completeness of these record drawings. Users of this
NTS C20 information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
CITY OF RENTON �=
t
DATE: OCTOBER, 2003 1
Planning/Building/Public Works Dept.
PROJECT No. 3-01-358
MAPLEWOOD
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. 2
UTILITY DETAILS 1 OF 2 sHT NO.
DWG NO. C20
L M N W-2��3AA
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