HomeMy WebLinkAboutS-295302A
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7
101
B
1" @ 10" OC 3
C I D I E i F I C I H
J I K I L I M I N I 0 i P
yr 'I'LL 1
B C31 W /SPLASH GUARD 10
C31
ASPHALT FINISH
2" VENT GRADE
1 RFI 45 -6
RFI 60, RFI 45 -6 SIMILAR TO ntzs RFI 60
/
� 2" BVJ
CONFIRMED AS PER RFI 45.6
92.80 89.00 2" VENT 89.00
00
88.00 88,00 9
86.50 EL =86.5±
AIR GAP
6" CLEAN —OUT
83.71 i ti 2'
80.25 6" CLEAN —CUT c31
TYPE 1P CB PER 8
RENTON STD DET B
83.71
IE -83.71
8° SANITARY SEWER
8" PVC .
B SANITARY SEWER SECTION. s
C
31 IE =80.25 SCALE: 1/4" = t' C31
7
AIR GAP — AG #3
SECTION A 3/16" SS PL
34"
SCALE: 114„ = 1 23o 3/8„ BEND
RADIUS `BREAK �0 3
SHARP EDGES � ti
C31
6
SS HOLD 18„
DOWN CLIP 1 4
FiBERGRATE 1»
DEEP x 1 1/2» 1" ®10» OC
SQUARE MESH
MOLDED GRATE
(OPTION SS 1„ 4» h0 4»
5 WELDED BAR)
ttppp 5
CONTRACTOR VERIFY INSIDE 1/8» x 1 }{ 3/8••
DIMENSION @ CATCH BASIN 1/2" x 3" (SS) 3/8
HILTY ANCHOR WELD CLIPS TO
DETAIL 3 (TYP. 4 PLACES) 2» ANGLE AS SHOWN
N.T.S. C3i /8" PL (SS)
4
NOTES: � - i 5 "..
1. BREAK ALL SHARP EDGES 1B" 3 2„
o
2. INSTALL W /(6) J" HILTY ANCHOR SLOT,— �--
BOLT (SS) NUT, LW, FW, — CENTER
FACE OF P/L INSIDE BASIN o _
3 3. ALLOW 2" GAP UNDER BOTTOM OF tE ° 2 9 5 3
3
012
P/L TO FLOOR OF AIR GAP BASIN TO 181
No
0
ALLOW POSITIVE DRAINAGE COVER GRATE AND SPLASH GUARD
9
4. GROUT BOTTOM OF BASIN & SLOPE
TO CENTER AND TO DRAIN INVERT. ° 3/8" BENDRADIUS DETAIL 1
5. ALL PL P . BARD, MOUNTING HARDWARE 1 1/4" SS N.T.S. c37
L CONSTRUCTION' RECORD DRAWING NOTICE
& APPURTENANCES TO BE 316 3„ These record drawings have been prepared based upon 2
2 STAINLESS STEEL. information (contained ' in addenda, change orders, or
M BAFFLE PLATE other available construction information, and information
provided by the Contractor, and by others. HDR has not
verified theaccuracy -or completeness of the information
& - provided to and does not warrant the accuracy or
DETAIL. 2 _. completeness of these record drawings. Users of..this
information shall be :solely responsible to verify any and
o N.T.S. C31 all information represented herein prior to any such use
'p of the information.
:
SURVEYED: — SCALE: AS SHOWN .'.�i CITY OF RENTON DATE: OCTOBER, 2003 �
1 DESIGNED: J. E. VERTICAL: NAVD 1988 !`� Planning /Building /Public Works Dept.
ECONOMIC AND. ENGINEERING PROJECT Ivo.
DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy /Jenks SERVICES, INC. 3-01-358
CHECKED: G. P.
�� Consultants MAPLEINOOD
APPROVED: — AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 REVISION N0.
32001 32nd Ave. S., Suite 100 WATER. TREATMENT AND, COURSE IMPROVEMENTS 2
g 2 RECORD DRAWINGS RB 1/06 GP IF NOT ONE INCH DATUM Federal Way, Washington 98001 BELLEVUE, WASHINGTON 98004
1 ISSUED FOR CONSTRUCTION RB 0 0 GP SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA SANITARY SEWER DETAILS SHT N0.
DWG NO. C31
NO. REVISION BY DATE APPR
LL A I B C D E F G H J K L M N
W 29 'S3AA
_.
_
L L 2 FR'
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