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MAXIMUM OPENING
OF GATE
LIFT HANDLE SHALL BE
ATTACHED PER MANUFACTURER'S
RECOMMENDATIONS
r"ENLY SPACED HOLES FOR
G TO FLANGE CONNECTION
FRONT
ATTACH SHEAR GATE CONTROL ROD -
CONTROL ROD TO SUPPORT BRACKET
ON INSIDE OF ACCESS OPENING
6"MIN
l o
SIDE
4/97 EDIT NOTE 5
12/96 REFORMAT TO 1 1 "x17"
DATE ; REVISION
HANDLE WITH LOCK PIN
ADJUSTABLE LOCK HOOK
WITH LOCK SCREW
" ROD OR TUBING,
gRIABLE LENGTH
LIFT HANDLE
NOTES:
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR
CAST IRON ASTM A48 CLASS 30B AS REQUIRED.
2. GATE SHALL BE 8" DIAMETER FOR PIPE 12 INCHES OR LESS IN DIAMETER,
12" DIAMETER FOR PIPES GREATER THAN 12".
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING THROUGH FLANGE.
4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT
OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD.
5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT,
STOP TAB, OR SOME OTHER DEVICE.
6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE
AND GATE FLANGE.
7, MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAMETER STAINLESS STEEL.
9. ALTERNATE SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED
THEY MEET THE MATERIAL SPECIFICATIONS ABOVE.
1' MIN UNDER PAVEMENT
FRAME/ GATE ELEV.
PER PLAN
STD. GALV. STEP LADDER
SEE KCRS DWG. 39
OVERFLOW ELEV. 268.00
2" MIN
2" MIN
ORIFICE PLATE
10 GAGE MIN
GALV. STEEL 1 /2"C. B. 1. D.
W/ORIFICE DIA. SECTION B-B
1 " MIN LESS THAN DIA NTS
OF CONCRETE HOLE
ISOMETRIC
NTS
TAD • 4 6.0.* �t
PIVOTING SHEAR GATE DETAIL
Y 0 ADOPTED
AM� CITY OF RENTON
STANDARD PLANS
LST DATE: 4/97
DWG. NAME: BR05
SP PAGE: B033
FRAMES, GATES AND ROUND SOLID COVERS
MARKED "DRAIN" WITH LOCKING BOLTS
16" SEE KCRS DWG. 49 AND 50.
T MAX
i 1' MIN
o
�MAX W.S. OV
ERFLOW CONDITIONS
SECTION A —A
NTS
A
PLAN `VIEW
NTS
SHEAR GATE WITH
CONTROL ROD FOR
DRAIN: SEE KCRS
DWG. 53
8"0 DRAIN LINE
SHORT PLAT OF CAMAS ESTATES ILUA04IIIIIIIIIIII0391
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 8, TWP 23N., RGE. SE., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
ADJUSTABLE HOOK
NOTES:
Outlet Capacity:
Developed Design Flow
Metal Parts:
Corrosion resistant. Steel parts galvanized.
Catch Basin:
Type 2 Min. 72" Dia. To be constructed in
accordance with KCRS Bwg. No. 33 and
AASSHO M-199 unless otherwise specified.
Orifices:
Sized and located as required, with lowest
orifice 2" minimun from base.
I
12 96
REFORMAT TO 1 1 "x17"
DCV
DRT
DATE
REVISION
BY
APPR'D
NOT —TO —SCALE
FLOW RESTRICTOR/OIL POLLUTION
CONTROL DEVICE (FROP -B) (BAFFLE)
Y ADOPTED
J CITY OF RENTON
+ WL
STANDARD PLANS
O LST DATE: 12/96
DWG. NAME: BR06
S P PAGE: B032_
10'
UTILITY
EASMENT
FLANGED END SPIGOT END
3.0, 3.0,
SHOULDER CURB
c
7'
TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS
APPLICANT SHALL COMPLY WITH THE CITY OF
RENTON'S TRENCH RESTORATION AND STREET
OVERLAY REQUIREMENTS.
BENCHMARK
BASIS OF ELEVATION CITY OF RENTON MON.
#57 NW CORNER SEC. 8, T23N, R5E, W.M.
ELEVATION=99.496 METERS=326.42 FEET
N 6510.450 CALC. = N56830.947 CITY OF RENTON
E 66068.649 CALC. = E398127.629 CITY OF RENTON
VERTICAL DATUM
NAVD-88
NORTH AMERICAN VERTICAL DATAM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC WORKS
UTILITY CROSSINGS
SEE UTILITY CROSSINGS ON COMPOSITE UTILITY
PLAN SHEET C14.
I? ab3l;04 04
26' PRIVATE ROAD EASMENT
Elf
20' ROADWAY o
2.0-----% 12.0_� o
-'
—
I
O O Oh O O 00000 00
II
II
FOR ACP WEDGE CURB,
SEE DETAIL. 2
C4
4"+PAVEMENT
DEPTH
3'-0"
z
I 10' 3'CD
SHOULDER
Cl-
_,2.0%
_ 21 MqX
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YO
- I I L I-
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2.0�I-
II;
I II IIII I I I ', I
ASPHALT CONCRETE PAVEMENT CLASS B
4" COMPACTED DEPTH MINIMUM
CRUSHED SURFACING TOP COURSE 6"
1 PRIVATE ROADWAY SECTION COMPACTED DEPTH MINIMUM
3
NTS 12" COMPACTED MINIMUM DEPTH c4
ni ncc n nnnllnl rin nnkinnr-TE
OF
aDWAY
ASPHALTIC CONCRETE WEDGE CURB
NOT —TO —SCALE
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
3„ 71 7 7 -1 0000
9 ,�7C?'
V O V�
6'
o v v $v vvv
000v v�7 In, v
* DEPTHS SHOWN ARE COMPACTED DEPTHS
CLASS B ASPHALTIC CONCRETE (5-04)
CRUSHED SURFACING TOP COARSE (4.04)
12' COMPACTED SUBGRADE DEPTH
(95% MAX DENSITY)
PRIVATE ASPHALTIC CONCRETE PAVEMENT SECTION
NOT —TO —SCALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date/
Date
Date
EXPIRES 09/20/06
SCHWEIKL &
� ASSOCIATES, PLL.0
CIVIL ENGINEERING & PROJECT MANAGEMENT
1945 SOUTH 375TH STREET Bus. (253) 815-1700
FEDERAL WAY, WA 98003 Fox. (253) 815-1701
bschweikl@comccst.net
SCANNED APR 2 2