HomeMy WebLinkAboutR-396219NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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Type 1 Curb Inlet Top
Inlet Top Reinforcing
ASTM / WSDOT requirements
• All components
#4 grade 60 reinforcing
Inlet Top Conformity Standards
Washington State APWA / WSDOT Standard Specifications
WSDOT B-5.20.-01
Designed for a Type I, 1-L, or 1-P
Inlet Top Components
24" Cast Iron Locking Frame & Cover
w/ 2 %" x 3 %" x %" x 35 7/8" Galvanized Angle Iron
2 ea. #4 Trash Bars at 9" OC
• 2" lift holes
Weight
550 Ibs w/casting
Type I Catch Basin
[please see pg. 75, Type I Catch Basin for more details]
32"
Catch Basins
0
Side View
---------
STORM �v.Y.y
w,
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5"
8"
Note: Drawings are not to scale. This is not a specialized "Shop Drawing." Designed for submittal purposes only.
Sj' )^ Shope Enterprises, Inc. (253) 848-1551 1-800-422-7560 [Toll Free]
1 ' �IJ��/ 1618 East Main Avenue Fax Line 1 (253) 845-0292 www.shopeconcrete.mm
concrete products Puyallup, WA 98372-3142 Fax Line 2 (253) 864-6172
NOTES
1. CHECK DAM OR INTERCEPTOR REQUIRED FOR
LONGITUDINAL SLOPES > 2%.
2. SPACE CHECK DAMS BASED ON SLOPE TO
ACHIEVE DESIGN AVERAGE PONDING DEPTH
BEFORE OVERTOPPING DAM.
3. CALCULATE STORAGE VOLUME BETWEEN CHECK
DAMS BASED ON CHECK DAM HEIGHT AND
SLOPE FOR MODELING.
4. LONGITUDINAL SLOPE MAXIMUM VARIES WITH
WEARING COURSE MATERIAL PER STANDARD
DETAIL NDT-11 AND NDP-12.
//\
COMPACTED SUBGRADE OR
BASE
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
8" rluP-ru nAKA CPArINIC VARIP-C
PLAN VIEW
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SECTION A -A
SDR 35 INLET
COUPLING CAST INTO
PRECAST VAULT WALL
am
0
INLET
COUPLING
LOCATIONS
TREE GRATE
CLEAN OUT FRAME AND
COVER CAST INTO TOP SLAB
ENERGY DISSIPATION ROCKS
SDR 35 INLET PIPE
WITH BYPASS SLOTS
SDR 35
INLET COUPLING
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6" UNDERDRAIN
STONE LAYER, TYP.
PROVIDED BY CONTECH
6" BYPASS INLET PIPE CONFIGURATION
APPROXIMATE MAXIMUM BYPASS = 0.6 CFS
DESIGNATION
SIZE
LENGTH
WIDTH
INLET/
OUTLET
PIPE DIA.
P
UNDER-
DRAIN
PIPE DIA.
(PERF.)
TREE
GRATE
QTY. & SIZE
FTIBP0404-6
4 x 4
4'-0'
4'-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0604-6
6 x 4
6'-0"
1 4'-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBPO606.6
6 x 6
6'-0"
V-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0804-6
8 x 4
8'-0'
4'-0"
6' SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0806-6
8 x 6
8'-0'
6'-0"
6' SDR 35
4" SDR 35
(1) 4' x 4'
FTIBP1006-6
10x6
10'-0"
6'-0"
6'SDR35
6"SDR 35
(1)4'x4'
FTIBP1204-6
12 x 4
12'-0"
4'-0"
6- SDR 35
6" SDR 35
(2) Tx 3'
FTIBP1206-6
12 x 6
12' -0"
6'-0"
6' SDR 35
6" SDR 35
(2) 4' x 4'
FTIBP1307-6
13 x 7
13'-0"
7'-0"
6' SDR 35
6" SDR35
(2) 4' x 4'
INTERNAL PIPING MAY VARY DEPENDING UPON INFLUENT LOCATION
' MAXIMUM TOP TO INVERT OUT = 5'-5'
" MAXIMUM TOP TO INVERT IN = 2'-6"
6" PERVIOUS PAVEMENT
WEARING COURSE
2" LEVELING COURSE
24" RESERVOIR COURSE
6" RUNOFF TREATMENT
COURSE
�j COMPACTED SUBGRADE
OR BASE
-CHECK DAM,
NON -PERMEABLE MATERIAL
1' WIDE TYP. DAM TO
EXTEND INTO NATIVE
MATERIAL 1' ON EACH
6" SIDE, AND 6" EMBEDMENT.
SLOTTED DRAIN PVC
PER ASTM D1785 SCH 40 6" MIN SEPARATION BETWEEN
BOTTOM OF CHECK DAM AND
TOP OF WATER OR STORM PIPES
PERVIOUS PAVEMENT CHECK DAM DETAIL
SCALE: NTS
1 thANNIlir-QcADV
Surveying
5
LDC1 Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
INI=11/YAO"Al
A
SDR 35 OUTLET
COUPLING CAST INTO
PRECAST VAULT WALL
- PLANT PROVIDED BY CONTECH
TREE GRATE AND FRAME
CAST INTO TOP SLAB
TOP SLAB
3" MULCH LAYER, TYP.
PROVIDED BY CONTECH
02" IRRIGATION
PORT. TYP.
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IE-397.20
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7 V 1
21" FILTERRA MEDIA, TYP.
4",YPASSfUNDERDRAIN
PROVIDED BY CONTECH
O
SDR 35
OUTLET COUPLING
I
FLOWKIT
PROVIDED BY CONTECH
8" BYPASS INLET PIPE CONFIGURATION
APPROXIMATE MAXIMUM BYPASS = 1.2 CFS
UNDER-
INLET/
TREE
DRAIN
DESIGNATION
SIZE
LENGTH
WIDTH
OUTLET
GRATE
PIPE DIA.
PIPE DIA.
(PERF.)
CITY. & SIZE
FTIBP0804
x 4
6'
4'
8" SDR 35
4" SDR 35
(1) 3' x 3'
FTIBPOBD6
6'A
X.SDR
FTIBP080
8
-0"
0"
8"a-6 D 35
4" R
(1) x
FTIBPO806-6
x
8" SDR 35
8" SDR 35
I 4" SDR 3
I 6" SDR 35
) 4'
FTIBP1006-8
10 x 6
10'-0"
6'-0"
1 4' x 4'
FTIBP1204-8
8" SDR 35
6" SDR 35
1 4
2'
4'- '
( '
FTIBP1206-8
2
'-0"
-0"
8" SDR 35
" SDR 35
(2) x '
FTIBP1307-6
x
1 -0"
7'
8" SDR "s5
SDR 3
) 4' 4'
INTERNAL PIPING MAY VARY DEPENDING UPON INFLUENT LOCATION
* MAXIMUM TOP TO INVERT OUT = 6-5"
xM"N V
** MAXIMUM TOP TO INVERT IN = 2'-6"
* DIMENSIONS MAY VARY t r" DEPENDING f i lre «a
ON PRECASTER BUILD CONFIGURATION. �,A"m,.,�M. "Eu,E"��"" E 92F
800
0 1 AS -BUILT DRAWINGS
NO.
REVISION
MEV 12-13-18 SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY DATE APPR APPROVED:
MEV
D
PLAN VIEW
SECTION A -A
I
I
A
I
I
I
1i-
_J
10" BYPASS INLET PIPE CONFIGURATION
APPROXIMATE MAXIMUM BYPASS = 2.2 CFS
UNDER-
INLET/
DRAIN
TREE
DESIGNATION
SIZE
LENGTH
WIDTH
OUTLET
GRATE
PIPE DIA.
PIPE DIA.
(PERF.)
CITY. & SIZE
FTIBP0606-10
6 x 6
6'-O"
6'-O"
10" SDR 35
4" SDR 35
(1) Tx 3'
FTIBP0806-10
8x6
8'-0"
6'-0"
10"SDR35
4"SDR35
(1)4'x4'
FTIBP1006-10
10 x 6
10'-0"
V-0"
10" SDR 35
6" SDR 35
(1) 4' x 4'
FTIBP1204-10
12 x4
17-0"
4'-0'
10" SDR 35
6" SDR 35
(2) 3' x 3'
FTIBP1206-10
12 x 6
12'-0"
6'-O"
10" SDR 35
6" SDR 35
(2) 4' x 4'
FTIBP1307-10
13 x 7
I T-O"
7'-O"
10" SDR 35
6" SDR 35
(2) 4' x 4'
INTERNAL PIPING MAY VARY DEPENDING UPON INFLUENT LOCATION
' MAXIMUM TOP TO INVERT OUT = 5'-5"
" MAXIMUM TOP TO INVERT IN = Z-6"
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAW IN$
HORIZONTAL NAO 1983/1991
DATU M
C TY OF
RENTON
•
Plan ning/Building/Public Works Dept.
SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING
MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT, SURFACE WATER UTILITY SECTION.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND
FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND
BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY
OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND
APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT
AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE
BEDDING SHALL BE APWA CLASS " C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL
SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90%
OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER
PVC PIPE.
10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE
ASPHALT TREATMENT # 1 OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM
DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED
UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS
ADMINISTRATOR.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING
SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE
SUBMITTED TO THE CITY UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT
RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH
STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY
OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING
CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH
THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED
RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL
PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL
SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE
AQUIFER PROTECTION AREA (APA).
A S-B UIL T
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RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
NOTES AND DETAILS
R-396219
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FIELD0.- O 8 - 17
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DRAWING NO: R
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SHEEP: 19F: 23