HomeMy WebLinkAboutR-423023#8 BARS @ 7" SPACING
12" (TYP.)
20'x24", 24" DIA.,
48'
48" DIA., OR 54"
MAX,
DIA. HOLE
2" ITYP.)
+
9"
z'
1" MIN.
12"
2 1/2" MAX.
84" or 96" FLAT SLAB TOP
PREFABRICATED LADDER 12^
MIN.
6"
45 BARS @ 6" SPACING
T_
STEP 9112" MAX.
20"x24", 24" DIA.,
48" DIA., OR 11.DIA.
HOLE
LI� 2" (TYP.)
24".1'MIN.
MIN
21/2"MAX.
72" FLAT SLAB TOP
02,4�
18" MIN.
42" MAX.
#4 BARS @ 6" SPACING
20"x24"OR
48" MIN.
TYPICAL ORIENTATION
24" DIA. HOLE
Lam- 2" (TYP.)
I
ECCENTRIC CONE SECTION
FOR ACCESS AND STEPS
1" MIN. 8„
2 1/2" MAX.
48", 54", or 60" FLAT SLAB TOP
30+
,LA ?O• 34"
S•
5
AIL
�1", 2', 4', 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" ` Y
\�1l HEIGHT INCREMENT (SPACED T `I
EQUALLY), SEE NOTE 1 I 1
�S•
1", 2', 4', 6",
12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
Ds STD. PLAN - 204.60
• PUBLIC WORKS
MISCELLANEOUS DETAILS FOR
APR °
�
`DIA DEPARTMENT
DRAINAGE STRUCTURES
9/28/2018 1
v,1-=A2m" v,m, DATE
�'� 3/4" FLAT FACE GOTHIC
00 9" DIA 5/
4❑❑ ❑
❑ STORM ❑ 4"
❑❑❑'❑ A' 8-13/16"DIA
8-1/8" DIA
10-1/2" DIA
(2) 3I8'-16 SS SOCKET HEAD CAP 15" DIA
(1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) WNVSHRS 58
ON A 8" DIA BOLT CIRCLE
CAST IRON FRAME AND
PAVED AREA (TYP.)
COVER, SEE NOTE 3
EXTEND
CLERISER 2" ABOVE DESIGNSIGN PONDING
II
ELEVATION OR PER PLAN
FERNCO GASKETED
QUIK CAP OR SIMILAR
Q a
d DESIGN PONDING
ELEVATION
4"STREAMBED COBBLES
8"CLASS'S"
PER WSDOT 9-03.11(2)
ASPHALT, SEE NOTE
_
4" COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
C
PER WSDOT 9-03.12(4)
O
CLEANOUT RISER, SEE NOTE 2
CLEANOUT RISER. II
SOIL TIGHT 45' BEND SEE NOTE 2
WYE
SOIL TIGHT
COUPLER
L1 _F:
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR
ROOF DRAIN COLLECTOR
PIPE, SEE NOTE O O 880( CLEANOUT RISER LOCATED WITHIN
l BIORETENTION PONDING AREA
TO OVERFLOW
STRUCTURE OR
STORM MAIN
MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR
"DRAIN".
4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2. ALL FITTINGS SHALL BE SOIL TIGHT.
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 226.00
®" PUBLIC WORKS 08090nedby:
',I� DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha $/13/zo
�)�nA98BA4,9D... DATE
:45 AN
I8
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 4 -
6"
O.D.
FOUNDATION
LEVEL 4
6yy"
J_
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 5
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND SPAN � 6"
BACKFILL, SEE NOTE 4
RISE
FOUNDATION
LEVEL
FOUNDATION MATERIAL, 6"
IF REQUIRED, SEE NOTE 5
RIGID PIPE NOTES:
1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH.
2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE -ARCH.
3. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN
6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WSDOT/APWA SPECIFICATIONS SECTION 9-03.17.
®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
MINIMUM
ALLOWED IN ZONE 1
PIPE TYPE
COVER (FT)
PUBLIC?
PRIVATE?
OF THE APA?
CORRUGATED
20
YES
YES
YES
STEEL PIPE
SPIRAL RIB STEEL
2.0
YES
YES
YES
PIPE
PLAIN CONCRETE
PIPE (PCP)
20
NO
YES
NO
REINFORCED
CONCRETE PIPE
1.0
YES
YES
NO
(RCP)
CORRUGATED OR
SPIRAL RIB
2.0
YES
YES
NO
ALUMINUM PIPE
DUCTILE IRON PIPE
1.0
YES
YES
YES
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"
N.
30" TO 96"
DIAMETER / 3
102" TO 189'
48"
PIPE -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18" TO 36"
12"
43" TO 142"
SPAN / 3
148" TO 199"
48"
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 220.00
PUBLIC WORKS PIPE ZONE BEDDING AND APPR E°:
DEPARTMENT COMPACTION - RIGID PIPE GAZ 9/28/2018
vubll�Wo,kx AEmin UAIE
SEE NOTE 11 (TYP.)
FLOW �Y
SUMP AREA
4'MIN.
1
III
�
I
24" ACCESS MANHOLE WITH BOLT
LOCKING RING AND COVER
OUTLET PIPE
FLOW mil-►
SEE NOTE 11 (TYP.)
Tx10' REMOVABLE LOCKING
PANEL FOR VAULTS GREATER 12" MIN. VENTILATION PIPE (TYP),
OPTIONAL I I I
5'x1(YACCESS VAULT I THAN 1,250 SF OF FLOOR AREA SEE NOTE 9
MAY BE USED IN I I I I PLAN VIEW
LIEU OF TOP ACCESS
FRAMES, GRATES, AND ROUND SOLID COVERS
MARKED "DRAIN" WITH LOCKING BOLTS
5'x1O' GRATE
ACCESS DOORS OR
16" MAX. REMOVABLE PANEL 2' MIN. COVER,
4" MIN. SEE NOTE 10
i
WALL FLANGE, TYP%
6" MIN\ FLOW RESTRICTOR
_ DESIGN WATER_ \
FL�y e e S SURFACE
SEE NOTE 11 (TYP.) HANDHOLDS, STEPS 7 MIN.VA/�
1 OR LADDER
112"e I o f 2' MIN. o FLOW
1/2" 1
6" SEDIMENT STORAGE APACITY OF OUTLET PIPE \
C
NOT LESS THAN DEVELOPED
100 - YR DESIGN FLOW
MIN. - SEE NOTE 11 (TYP.)
4' MIN.
NOTES: SECTION A
1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN
CRITERIA.
2. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5.
3. PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS. PRECEAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM.
4. VAULTS <10' WIDE MUST USE REMOVABLE LIDS.
5. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORT V X 10' OPENING OVER MAIN VAULT. ALTERNATIVELY, ACCESS CAN BE
PROVIDED VIA A SIDE VESTIBULE AS SHOWN.
6. ALL VAULT AREAS MUST BE WITHIN 50' OF AN ACCESS POINT.
7. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE
COVERS MAYBE PROVIDED. SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND
HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE.
8. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE PANELS, IS 36 INCHES.
9. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE
COVERED, BUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION.
10. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2
CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED.
11. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL), WHEN CONNECTING
TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE.
12. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS)
STD. PLAN - 236.00
o" PUBLIC WORKS APPRoveD
"` DEPARTMENT TYPICAL DETENTION VAULT GAZ 9/28/2018 1
rubn�wo,ks Aamimsnaiur DATE
:45 AN
:45 AM
SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
--- 12" MIN. EXISTING PAVEMENT SURFACE
i
____--k_____-___
4
--
CITE 4
NEAT LINE TRENCH
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), COMPACTED
TO 95% OF MAXIMUM DENSITY
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER J
PIPE
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10 -
i SEE NOTE 1
UNPAVED AREAS I PAVED AREAS
1
NOTES:
1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS)
STD. PLAN - 220.20
.o.PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PR D. 9/28/2018 1
DEPARTMENT GAZ
rubk-ks Aemimn- DATE
REMOVABLE WATERTIGHT
COUPLING OR FLANGE -
2' MIN. CLEARANCE TO
ANY PORTION OF FLOW RESTRICTOR
TEE INCLUDING ELBOWS
2" MIN. A
ELBOW RESTRICTOR,
SEE DETAIL AND NOTE 10 -
6" MIN.
�J 2' MIN,
PLATE WELDED TO ELBOW WITH
ORIFICE AS SPECIFIED, SEE NOTE 3
ELBOW RESTRICTOR DETAIL
ELEVATION PER PLANS
12" MIN. UNDER
PAVEMENT
:45 AN
ADDITIONAL LADDER RUNGS (IN SETS) TO
ALLOW ACCESS TO TANKS OR VAULTS
WHEN CATCH IS FILLED WITH WATER
II�
�
II
�J
1
ANGLE AS
/
/
NECESSARY, /
SEE NOTE 7 j
FRAME S SOLID COVER MARKED "DRAIN" WITH
LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50
16" MAX.
I
6" MIN.ff�'DIELSIGN WATERQ
ELBOW RESTRICTOR, SURFACE
SEE DETAIL AND NOTE 10VD
HANDHOLDS, STEPS, OR LADDER
PIPE SUPPORTS, SEE
t
TISOMETRIC
OUTLET PIPENOTES 1 8INVERTANDSHEAR GATE WITH CONTROL ROD FOR
ELEVATION PER PLANSFORCLEVERTICAL
L (ROD BENT AS REQUIRED
FOR VERTICAL ALIGNMENT WITH COVER)
12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30
GASKETED BAND TO ALLOW REMOVAL A= 2'
2" MIN.
WELDED RESTRICTOR PLATE WITH
ORIFICE DIA AS SPECIFIED, SEE NOTE 10
NOTES: SECTION A
1. USE A MIMIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN.
2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5.
4. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4'.
6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-0" VERTICAL SPACING).
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN,
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER.
9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING
TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE.
10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 237.00
• PUBLIC WORKS FLOW CONTROL STRUCTURE - Bled by:
'�„ DEPARTMENT RESTRICTOR TEE aprtii�n_ Pastucha 8/13/20C
ya;Tkb,y+{U, A9D... DATE
1
CITY COMMENTS
SES
10/12/2
SHM
SURVEYED: RDW
2
REVISE WALL
SES
3/7/23
SHIM
DESIGNED:
SHY
3
CITY COMMENTS
SES
1 /25/23
SHM
4
CITY COMMENTS
SES
6 5 23
SHM
DRAWN: SES
CHECKED: SHM
NO.
REVISION
BY
DATE
APPR
APPROVED: SHM
1 8:
PRIVATE ROOF DRAIN
COLLECTOR PIPE;
LOT LINE, TYP. 6" DIA MIN.,
6" DIA MIN. ROOF DRAIN PRIVATE TYPE 1 0.5% MIN. SLOPE,
5MIN. CATCH BASIN 2 FT MIN. COVER
STUB WITH CLEANOUT (TYP.) (ryp )
HOUSE (TYP.)
I I I
I I I
3' MIN.
PRIVATE JOINT SD
SDSOUTILITY
EASEMENT
STORM DRAIN (SS SYSTEM
,SIDEWALKCITY
5'MIN. WIDTHLINE
%,��SD
STORM DRAIN (SD) SYSTEM,
8"MIN. DIA. PIPE, SEE NOTE 1
ROOF DRAIN TO CONNECT INTO CITY
CATCH BASIN (CB), MIN. SIZE TYPE I
CLEANOUT, TYP AT EVERY 90",
OR 2ND 45- BEND, AND AT 100' MAX.
SPACING ON STRAIGHT SECTIONS
NOTES:
1. SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS.
2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED.
3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB.
4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW.
5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034.
6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR.
7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH
THE FOLLOWING CONDITIONS:
A. THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10' OUTSIDE OF THE FOUNDATION, AND IN NO
CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE.
B. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE
PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS.
UNLESS OTHERWISE NOTED,
DRAWING IS NOT TO SCALE (NTS)
STD.
PLAN - 225.00
PUBLIC WORKS
TYPICAL PRIVATE STORM DRAINEZ1141MI1�by:
�C®"
8/13/20
'>I� DEPARTMENT
COLLECTION SYSTEM
artin Pastucha
` UjftAAIf WD...
DATE
FRONT
NOTES:
(6) EVENLY SPACED HOLES ON 10 3/8" BOLT
CIRCLE FOR BOLTING TO FLANGE CONNECTION
SIDE
MAXIMUM OPENING OF GATE
HANDLE WITH LOCK PIN
0
ADJUSTABLE LOCK HOOK WITH LOCK SCREW
O
LIFT HANDLE SHALL BE ATTACHED PER
MANUFACTURER'S RECOMMENDATIONS
1" ROD OR TUBING, VARIABLE LENGTH
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 INCH DIA. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS.
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.
S. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA. STAINLESS STEEL.
9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE
A SIX BOLT. 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.
UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS)
STD. PLAN - 237.30
c PUBLIC WORKS TEE SECTION SHEAR GATE /
° 9 28/2018 1
DEPARTMENT GAZ
r„bbkwo,k,Adm 1" mm, DATE
PROJECT NO. 20134
gIDEKO
•pF WAS y�9
110000
CIVIL ENGINEERING
Z:
LANDSCAPE ARCHITECTURE
off,•. ,p 41846 O ��
PLANNING
oA,s TONAL �NG\���
DESIGN SURVEYING
-5-23
72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877
SCALE:
_
HORIZONTAL NAD 1983/1991
A10a.%11116CITY O F
15
�; r 3
WRENTON
ONE INCH
DATU M
Planning/Building/Public Works Dept.
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0 1 8;
:4S AP
R-423023
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 06/07/2023
STORM DETAILS
DATE:
MARCH 2O22
FIELDBOOK:
PAGE:
DRAWING NO:
C4.36
SHEET: 23 OF: 40