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12"
MAXIMUM OPENING
OF GATE
A PORTION OF THE NW �4 OF THE
NE 4
OF SEC.
15, TWP. 23N., RGE. 5E., W.M.
CITY
OF
RENTON,
KING
COUNTY,
WASHINGTON
LIFT HANDLE SHALL BE
ATTACHED PER MANUFACTURER'S
RECOMMENDATIONS
r"ENLY SPACED HOLES FOR
G TO FLANGE CONNECTION
4 97 EDIT NOTE 5
12 96 REFORMAT TO 1 1 %17"
DATE REVISION
3' -0"
1
m SLOPE 0.05 FT/FT
A ,
STREET SECTION
d---------------------
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SECTION A -A
HANDLE WITH LOCK PIN
ADJUSTABLE LOCK HOOK
WITH LOCK SCREW
" ROD OR TUBING,
I\RIABLE LENGTH
LIFT HANDLE
NOTES:
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26—ZG-320 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.
WIDENED CURB
El
FACE OF CURB
PIVOTING SHEAR GATE DETAIL
Y ADOPTED
U�� CITY OF RENTON
STANDARD PLANS
LIST DATE: 4/97
DCV DT
DCV DT
BY APPR'D DWG. NAME: BR05 SP PAGE: B033
ON JOINTS
NOTES:
1. 3° TO 5" DRAFT PERMITTED AS NEEDED.
2. WELDING NOT PERMITTED.
3. DIMENSIONS SHALL HAVE t1/16" TOLERANCE EXCEPT AS NOTED.
4. FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE.
LETTERING TO BE RECESSED 1 /16".
5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE
FOLLOWING:
ALTERNATE A SHALL BE 8 PADS, 1 1 /2"x 3/4% 1 /8"
INTEGRALLY CAST WITH THE GRATE.
ALTERNATE B SHALL BE A MACHINED SURFACE OUTSIDE A
17" CIRCLE, BOTTOM ONLY (SEE SECTION B-B).
6. MATERIALS IN ACCORD WITH DIVISION 9 OF STANDARD
SPECIFICATIONS SECTION ''METAL FRAME AND GRATE FOR
CATCH BASIN OR INLETS".
7. MATERIAL USED FOR GRATE SHALL BE DESIGNATED BY
EMBOSSING "DI" (DUCT IRON) OR "CFS" (CAST STEEL) NEAR
MFR'S NAME.
7. SEE DWG. NAME BR-32 FOR FRAME AND GRATE DETAIL.
GRATE IS OLYMPIC FOUNDRY #SM50G, #SM50GL,
#SM50SL, OR EQUAL.
FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL.
1RMAL GUTTER GRADE
REVISION
SURFACE WATER UTILITY
OPEN CURB FACE
FRAME & GRATE INSTALLATION DETAIL
Y o ADOPTED
U CITY OF RENTON
p R STANDARD PLANS
F N O LST DATE:12/96
BY APPR'D DWG. NAME: BR-30 SP PAGE: 6017
ADJUSTABLE HOOK
FLANGED END
15' MIN
CRUSHED SURFACING BASE COURSE (9-03.9(3))
v v v v v v v v v v v v v v v v v
2"7
v °v °v °v °v °v °v °v °v °v 77°17 4°°°° QUARRY SPALLS (2"— 4")
6" oAV 0�0 000 17,7 GEOTEXTILE FABRIC (MIRAFI 500X OR
��APPROVED EQUAL)
COMPACTED SUBGRADE
GRAVEL ACCESS PAD
NOT —TO —SCALE
VERTICAL DATUM:
CITY OF RENTON, NAVD 88
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340
FEET (121.719 METERS)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date-'„ ?1idY
Date
Date
SPIGOT END
TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS
APPLICANT SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH
RESTORATION AND STREET OVERLAY REQUIREMENTS.
r
MAX. FACE
VOID 6"
12" 141H.
1 OR FLATTER
G" Of 5/01, (-
Crushed Rock
2 OR PLATTER
APPROVED FILTER FABRIC
MAY BE REQUIRED UNDER
CERTAIN SOIL CONOITIONS
CHINK VOIDS, G" OR GREATER
12" MINIMUM
6" PERFORATED DRAIN PIPE, RUN I
ST014M SEWER OR AS DIRECTED qv
THE ENGINEER
�— UNDISTURBED SOIL OR COMPACTED FILL
THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAX1t1Ul
STABILITY,
THE ROCK SHALL BE PLACED SO AS TO LOCK, INTO TWO ROCKS IN THE FIER.
I I1AN ROCKS 150 LBS. HIN 300 LBS, MAX. SIZE 10" IN ITS LEAST DIMENSION
2 IdAN ROCKS 300 LBS. " 800 LBS. " SIZE 13" TO 18"
3 MAN ROCKS 800 LBS. " 1500 LBS. " SIZE 18" TO 24"
4 MAN ROCKS 1500 LBS. " 2100 LOS. SIZE 24" TO 32"
5 IiAN ROCKS 2100 LBS. 3000 LOS. " SIZE 30" TO 38"
'TINY ROCKERY GREATER THAN 4 FEET IN HEIGHT MUST BE DESIGNED AND INSPECTED BI A
LICENSED ENGINEER WITH GEOTECHNICAL EXPERTISE, THE ENGINEER MUST CERTIFY TO TFIr
CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.
ROCKERIES 7 FEET AND LOWER SIIALL BE CONSTRUCTED OF 4 INN TO 2 MAN ROCKS FROM
BOTTOH TO TOP.
ROCKERIES 7 FEET AND HIGHER SHALL BE CONSTRUCTED OF 5 14AN TO 2 MAN ROCKS FROi�
BOTT014 TO TOP.
R-3y'{61�
NO. I REVISION
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
BY I APPR. I DATE
�1 ROCKWALL DETAIL
� NOT TO SCALE
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ASSOCIATPS, PLw
CIVIL ENQMRNlG 8 PROJECT MMANA Pf
SIOI
/ 705 SOUTH 9TH STREET Bus: (253) 272-4451
`v
SUITE #303 Fox. • (253) 272-4495
EXPIRES 09/20/08
TACOMA, WA 98405 bschw&l ftsacom
CITY
OF RENTON
DEPARTMENT
OF PUBLIC WORKS
BECLAN PLACE
STORM DRAINAGE NOTES AND DETAILS
DESIGNED: BAS
DRAWN: TAS
CHECKED: BAS
APPROVED:
DATE: 04/14/08 FILE NAME: 05057-C12
SCALE: AS SHOWN FIELD BOOK: PAGE:
SHEET: C-12 OF: 23
DIRECTOR OF PUBLIC WORKS