HomeMy WebLinkAboutR-425416A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
251/4"
29 114"
BOLT -DOWN HOLE (TYP.) - 5/8
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
5/8" - 11 NC x 2"
GRATE
FRAME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 1/4"<>
[
SECTION A
SEE DETAIL ISOMETRIC VIEW
7/s° \
1/8"
' 3/4" \�
' 11/4" 1 NOTES:
4
1 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20" x 24" GRATES OR COVERS,
4 1/2"
SEE STANDARD PLANS 204.10, 204.20, 204.30, AND 204.40.
I 1 5/8" I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
/ FRAME THAT ARE VERTICALLY ALIGNED WITHCOVERS, UNLESS OTHERWISE SPECIFIED.ODE THIE GRATE OR COVER SLOTS.
1 5/8TWO HOLES IN THE
THE FRAME SHALL ACCEPT THE 618"-11 NC x 2" ALLEN HEAD CAP SCREW BY
3/4" / BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF
\ / BOLT -DOWN HOLES VARIES BY MANUFACTURER.
2 1/2 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
\ DETAIL REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.00
} PUBLIC WORKS MTffNND
DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 I
vubuc won: Aamminrx.r DATE
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
F MAX. - OPTIONAL PARALLEL TANK
TERMINAL END ) I 1 H ( 1
INLET PIPE ACCESS RISERS, SEE NOTE 4 J \ �� //
(BACKUP SYSTEMS, �L SAME SIZE AS INLET PIPE,
WHERE ALLOWED) I I - 112" MIN. DIA.
I I 2' MIN. VV
II I
ACCESS RISERS PER FLOW _
A STD. PLAN 235.10
OUTLET PIPE 0 �%1 O INLET PIPE
`{�/) (FLOW THROUGH)
CONTROL
STRUCTURE WITH 36" MIN. CONNECTOR PIPE
SOLID LOCKING LID PLAN TYPE 2 CATCH BASIN (CB)
"FLOW -THROUGH" SYSTEM SHOWN SOLID. REQUIRED FOR FLOW THROUGH
DESIGNS FOR "FLOW BACKUP" SYSTEM AND SYSTEM ONLY PER STD. PLAN 201.0
PARALLEL TANKS SHOWN DASHED
FINISH GRADE
50' MAX. 1 00'MAX.
2"MIN. DIA. AIR VENT PIPE
ACCESS RISERS, SEE WELDED TO TANK (REQUIRED
STD. PLAN 235.10 IF NO ACCESS RISER ON TANK)
Z MAX.
6" MIN.
SEE NOTE 10 DETENTION TANK
(TYP.) (SIZE AS REQUIRED)
-` 6" SEDIMENT STORAGE FLOW
2' MIN.
2' MIN. 36" MIN. DIA. (TYP.) SEE NOTE 10 (TYP.)
CONTROLST RUCTURE (FROP-T
MISECTION A
SHOWN), N. 54" DIA. TYPE 2 CB
PER STD. PLAN 237.00
NOTES: FLOW RESTRICTOR PER STD. PLAN 237.00
1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE
DESIGN CRITERIA.
2. MINIMUM TANK DIAMETER IS 36 INCHES.
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. ACCESS RISERS REQUIRED WITHIN 50 FEET FROM ANY LOCATION IN THE DETENTION TANK AND WITHIN 5 FEET OF EACH TERMINAL END. ANY LOCATION WITHIN
THE DETENTION TANK SHALL HAVE A DIRECT LINE OF SIGHT FROM AN ACCESS POINT, UNOBSTRUCTED BY ANY RESTRICTIONS SUCH AS A WALL OR BAFFLE.
5. H-20 LIVE LOADS MUST BE ACCOMMODATED FOR TANKS LYING UNDER PARKING AREAS, ROADWAYS, AND ACCESS ROADS.
6. BEDDING OF THE PIPE SHALL BE IN ACCORDANCE WITH STD. PLAN 220.00.
7. PRIOR TO STARTUP, DETENTION TANK SHALL PASS LEAK TEST.
8. PIPE MATERIAL, JOINTS, AND PROTECTIVE TREATMENT FOR TANKS SHALL BE IN ACCORDANCE WITH SECTIONS 7-04 AND 9-05 OF THE WSDOT/APWA STANDARD
SPECIFICATION.
9. ALL TANK ACCESS OPENINGS MUST BE READILY ACCESSIBLE BY MAINTENANCE VEHICLES.
10. WHEN CONNECTING TO ANEW 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.
11. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
AOGSTD. PLAN - 235.00
o�• PUBLIC WORKS mwRISI90eaby:
`>I� DEPARTMENT TYPICAL DETENTION TANK artin Pastucha 8/13/zo2
:45 An
1 8:4
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
24"
1 � 4 EQUAL SPACES -�{ � 4 EQUAL SPACES �{
1 5/8" MAX. J
SECTION A
r �
I I
I I
10
BOLT -DOWN SLOT,
SEE DETAIL AND 3I4"
NOTE 1
11/4"
I � I
I I
I
BOLT -DOWN SLOT DETAIL
L _ SEE NOTE 1
SECTION B
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. USE ONLY IN SAGS ON VERTICAL CURVES.
4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.30
PUBLIC WORKS
RECTANGULAR BI-DIRECTIONAL
PPR D
,•,,�
�I� DEPARTMENT
VANED GRATE
GAZ 9/28/2018
r„nuc work: Aammizvamr DATE
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
2' MIN. CLEARANCE TO1�1\
ANY PORTION OF FLOW RESTRIC
TEE INCLUDING ELBOWS
X
/
REMOVABLE WATERTIGHT
/A \COUPLING
0 FLANGE
2" MIN. , Ak1`ELBOW RESTRICTOR,;JSEE
DETAIL AND NOTE 10ANGLE
ASNECESSARY,EE
NOTE 76"MIN.
I
�'--'
6" MAX. -�
PLATE WELDED TO ELBOW WITH
PLAN VIEW
ORIFICE AS SPECIFIED, SEE NOTE 3
ELBOW RESTRICTOR DETAIL
ELEVATION PER PLANS
12" MIN. UNDER
PAVEMENT
ADDITIONAL LADDER RUNGS (INSETS) TO
ALLOW ACCESS TO TANKS OR VAULTS
WHEN CATCH IS FILLED WITH WATER
FRAME & SOLID COVER MARKED "DRAIN" WITH
LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50
:45 AN
16" MAX.
l
VERTICAL BAR GRATE FOR
SECONDARY INLET
6" MIN.
DESIGN WATER
ELBOW RESTRICTOR,
SURFACE
SEE DETAIL AND NOTE 10
HANDHOLDS, STEPS, OR LADDER
PIPE SUPPORTS, SEE NOTE 6
r 12" (TYP.)
1.5 x D
1}
SEE NOTE 9 (TYP.)
MIN.
2' MIN.
D
ISOMETRIC
OUTLET
_L
PIPE, SEE
INLET PIPE
NOTES 1 & 5
2'
MIN.
SHEAR GATE WITH CONTROL ROD FOR
INVERT AND
CLEANOUT/DRAIN (ROD BENT AS REQUIRED
ELEVATION PER PLANS
FOR VERTICAL ALIGNMENT WITH COVER)
12" SECTION OF PIPE ATTACHED BY
PER STD. PLAN 237.30
GASKETED BAND TO ALLOW REMOVAL 2
12" 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.
DocuSign Envelope ID: 361B3403-7EOA-475C-AD03.4329FFEOC108
TIERING
SLT HCtE5 - 3PI_,4iE9
kLIALLY;PACED WAPART ON
iP16' QIA. B.C.
SKID GROOVE PATTERN
DIA. PICKHOLE
COVER BOTTOM VIEW
(3L RLT SOC. (ALLEW.. HEAD)
5fr-1I 11.5 53 RDBDER
fIII
34r
,^ $ EON BOLTING DETAIL.
ITYP.)
COVER SECiflO111 VIEW
IM-1 1 1n 8"
118'
R11'8'
29 W'DIA.
25 IWDIA. Gr4SKET OR00+4'E DETAIL
t74' DIA. NEOPRENE CASKET
if4' � � + iP2"
5'
3VTd
w. 23 3AI' DIA, CL OPE14
27 6718- DIA
SKID GROOVE PATTERN DETAIL
34 1W DIA
MOM;
1 ALL COVERS SHALL BE LOCKING LID PER EJ Na, 3717C1
OR APMOVED EO10AL
2. THIS GETTER SHALE QNLY BE U5ED FUR BTKUC LN;E5
WITHIN PRIVATE L!_'-'ELOI'LAENTS OUTSIDE OF PUSLIr_
RIGHr`UF.wwY,
JNLI,S 0IHLR1l1l5l NC11D, UNAWINC IS N�11 IL' SCAR INISI
STD. PLAN - 204A0
�• PUBLIC WORKS STORM ROUND FRAME AND COVER
s11 DEPARTMENT (PRIVATE] artin PastuchIV13/2020
rleFFf70Wau0 LATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
20"
FLOW CONTROL STRUCTURE
ORIFICE
DIAMETER (IN)
ELEVATION
WELDED RESTRICTOR
0.90
13.29
ELBOW RESTRICTOR
0.50
17.29
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 ANEW 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.
UNLESSOTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 237.00
• PUBLIC WORKS FLOW CONTROL STRUCTURE -I'MiftN5449D,
ed6y
DEPARTMENT RESTRICTOR TEE tiinPastucha 8/13/20C
. DATE
L4• Call 811
• m two business days
before you dig NO.
REVISION
I8
24" ' � -
I I
1/2
O L
BOLT -DOWN SLOT, 314"
SEE DETAIL AND
2 1/2" DIA. HOLE NOTE 1 1 1/4"
� I
0o I 5/6" I
ODO�O�O
DO�O�O�O
BOLT -DOWN SLOT DETAIL
L SEE NOTE 1
Q O O O
m I3" J
TOP
ISOMETRIC
4 3/4" 1 1/2"
5/8
R39". SEE NOTE 2
SECTION B
R26", SEE NOTE 2
NOTES:
3 1/2" y
3/4"
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
5/8"
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5/8`11 NC x 2" ALLEN
4"
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
1/2" DIA. HANDLE
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
SECTION C
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.10
PUBLIC WORKS
_•1I
RECTANGULAR SOLID
METAL COVER7G�Z9/28/201'V4397DEPARTMENT
vubac works Atlminiztraror DATE
SURVEYED:
DESIGNED:
DKM
DRAWN:
KLK
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
8:48
DocuSign Envelope ID: A9707D3B-AOEF-441 F-8140-2CDB48E878CA
CAST IRON BEEHIVE GRATE
AND FRAME, SEE NOTE 1 CATCH BASIN ADJUSTMENT SECTION AS
REQUIRED, DESIGNER TO SPECIFY ELEVATION
OPTIONAL 6" OR 8" STREAMBED COBBLES,
PER WSDOT 9-03.11(2), SEE NOTE 2 DESIGN PONDING
F ELEVATION
SEE NOTE 31-
-I
VARIES, 5' MAX. I -I i
, I-T,� Tip
I 1 [-
UNDERDRAIN PIPE, IF REQUIRED,
SEE NOTE 4 (TYP.)
v
=III=III=III= - SEE STD. PLAN 262.10
6" MIN.
IIIIIIIIIIIIIIIIIIIII
\
CATCH BASIN
r
STD PLAN 200.00 OR OTHER
STORM DRAIN PIPE,
STRUCTURE WITH APPROVAL
DESIGNER TO SPECIFY
12" MIN. SUMP
CONCRETEBASE
o a
6" MIN. J
6. MIN.
GRAVEL BACKFILL FOR DRAINS,
COMPACT PER WSDOT STD. SPEC. 9-03.12(4)
NOTES:
1. FRAME AND GRATE SHALL BE LOCKING AND GRATE SHALL BE BOLTED TO FRAME. FRAME SHALL CONFORM TO WSDOT STANDARD PLAN
B-30.10-03. GRATE TO BE DUCTILE IRON BEEHIVE GRATE FITTING 20'Sc24" FRAME. OLYMPIC FOUNDRY PART SM60BH OR EQUAL. SEE
STANDARD SPECIFICATIONS 9-05.15(2).
2. MINIMUM STREAMBED COBBLE DIAMETER SHALL BE LARGER THAN MAXIMUM GRATE OPENING.
3. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY
MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES.
4. WHEN CONNECTING TO A NEW PIPE USE A FLEXIBLE CONNECTOR KOR-NSEAL 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.
GENERAL NOTES:
1. PLANT SPACING WITHIN FACILITY TO ALLOW MAINTENANCE ACCESS TO STRUCTURE.
2. 12-INCH MIN. CLEARANCE WITHIN OVERFLOW STRUCTURE SHALL BE PROVIDED FOR MAINTENANCE ACCESS.
3. OVERFLOW PIPES MUST BE LOCATED AT AN ELEVATION HIGHER THAN THE STORM DRAIN HYDRAULIC GRADE LINE TO PREVENT BACKFLOW
INTO THE BIORETENTION FACILITY.
4. OVERFLOW STRUCTURE SHALL BE LOCATED WITHIN 10 FEET OF ROAD EDGE FOR MAINTENANCE ACCESS, UNLESS APPROVED OTHERWISE.
OVERFLOW STRUCTURE MAY BE LOCATED IN SIDE SLOPES.
5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 262.40
.r IL PUBLIC WORKS BIORETENTION - OVERFLOW OUTLET
DEPARTMENT STRUCTURE Martin Pastucha 11/2/2
v„brnmRj8448D... DATE
CONSTRUCTION
RECORD DRAWING
PROJECT WAS COMPLETED IN SUBSTANTI,
CONFORMANCE WITH THE APPROVED
PLANS. ELEVATION DEVIATIONS, WHERE
APPLICABLE, ARE DENOTED WITH PLAN
CALLOUT UPDATES, AND A STRIKEOUT
THROUGH THE ORIGINAL ELEVATION.
:45 AN UTILITY AS -BUILT INFORMATION OBTAINE[
BY SITTS & HILL ENGINEERS, INC
C TY OF
[;R) RENTON
Planning/Building/Public Works Dept
01
}if) C. i
Dum sitts&hill
i {
` CIVIL I STRUCTURAL I SURVEY
48449 Q7 4815 CENTER STREET I TACOMA, WA. 98409
PHONE: (253) 474-9449 I FAX: (253) 474-0153
Si�OFlAL' 4' �¢ti' http://www.sittshill.com/
Project No.: 19682 Project Mgr.: DCD
RECORD DRAWING
Proj. Engineer: DCD Proj. Drafter: KLK
jEPTEMBER 20, 2024
R-425416
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
WASHINGTON STATE AUTO 2022.11.30
DEALERS ASSOCIATION (WSADA) FIELDBOOK:
621 SOUTHWEST GRADY WAY, RENTONPAGE:, WA 98057 DRAWING N0:
WSADA BUILDING ADDITION AND IMPROVEMENTS C3.4
GRADING AND STORM DRAINAGE DETAILS SHEET: 16 OF:
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