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FACE OF CURB
B 12" --
51/2' 1'
112" R. 1" R. 1:24
A TOP OF
'D 1/2"R. r ROADWAY
iv
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CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1/2"
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
112 1:24
TOP OF
1/2" R. ROADWAY
1
I
V-6"
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
• R TO •
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
1/2" R. 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM ;
6"TO0
6"
I
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
_ 6 1/2"__
SEE DEPRESSED CURB DETAIL THIS SHEET
124
TOP OF
1 /2" R. ROADWAY
2" r �l
r,
' 1
I
1 6" _
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
GUTTER SURFACE
6 1/2"
1/2" R. - 1" R.
A
" � TOP OF
ROADWAY
o• 1
f
8 1/4'
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
PUBLIC WORKS CEMENT CONCRETE CURBS,
DEPARTMENT
1/2"X4" EXPANSION MATERIAL
1/4"R AT JOINTS
1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER
1/4"R AT JOINTS
SCORE LINES TO BE RAMATERIAL
W
TO CURB AND GUTTER1/2"X4•' EXPANSIO1/4"R AT JOINTSSCORE LINES
B B
1/4"/FT. SLOPE
1 /2"R
4„ 1
NERAL NOT
"W"-WIDTH OF SIDEWALK I ---- I � �- -� •
1/2"X5" EXPANSION
MATERIAL CURB RETURN
ONLY
1/2"R 1/4"/FT. SLOPE
4" �1/2"R
PAVEMENT AS PER PLANS
PAVEMENT AS PER PLANS
STANDARD CEM. CONC. PARKWAY STANDARD CEM.
CURB AND GUTTER CONC. CURB AND
GUTTER
SECTION A -A SECTION B-B
SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS
JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL
NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE. 1/2'
THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1'
BELOW CONCRETE.
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLO
JOINT. 1/2-X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS.
1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL.
THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS 8 (3/4-) WITH AIR
ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH.
SUBGRAOE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPICAL SIDEWALK
REFER TO R-403614,
W*403601 , S,,403601 FOR
AS -BUILT INFORMATION
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CALL BEFORE YOU DIG
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
`" AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING
N THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF
N a 48 HOURS PRIOR TO ANY EXCAVATION.
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WASNI C�e"
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O�s �FGISTE?-
SIONAL
06/19/2019 N0.
�tisY p� ADOPTED
CITY OF RENTON
t � �
STANDARD PLANS
1ST DATE: 04/04
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EXISTING ASPHR
PAVEMENT
SAWCUT
(SEE NOTE 2)
RTERIAL STREET MINIM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' -- 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
.� STD. PLAN - 103
+ PUBLIC WORKS CURB AND GUTTER PPRO D:
DEPARTMENT REPLACEMENT DETAIL Z
�Fjw[Q ATE
STORMFILTER STEEL CATCHBASIN DESIGN NOTES
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN
HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18"
18" DEEP
ACCESS COVER
CONCRETE COLLAR
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
3.3'
AND REBAR TO MEET
SPECIFIC FLOW RATE (gpm/sf)
2 gpm/sf
1.67* gpm/sf
1 gpm/Sf
2 gpm/sf
1.67* gpm/sf
1 gpm/sf
2 gpm/sf
1.67' gpm/sf
1 gpm/sf
HS20 IF APPLICABLE BY
CARTRIDGE FLOW RATE m
(gp )
22.5
18.79
11.25
15
12.53
7.5
15
12.53
1 7.5
CONTRACTOR
PEAK HYDRAULIC CAPACITY
1.0
1.0
1.8
INLET PERMANENT POOL LEVEL (A)
1'-0"
1'-0"
2'-0"
A
o f
} A
OVERALL STRUCTURE HEIGHT (B)
4'-9"
T-9"
4'-9"
1
Y
j \N
1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBO (PSORB) MEDIA ONLY
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GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
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2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
'
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com
L
3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
7
a
i
r
THIS DRAWING.
VANED INLET GRATE
4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY
a
(SOLID COVER OPTIONAL)
CONTRACTOR.
5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "0" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE
OF THE STEEL SFCB.
2'-4"
6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD
INSIDE RIM
INSIDE RIM
OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE
4'-83/4"
USING FLEXIBLE COUPLING BY CONTRACTOR.
COLLAR
OUTSIDE RIM
7. STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD
RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED
BY CONTRACTOR.
PLAN VIEW
8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES
PROVIDED).
C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF,
4'-43/4" OPTIONAL
SLOPED LID
2,_0„ I� 2'-4"
STORMFILTER
CARTRIDGE FILTRATION
BAY INLET
PERMANENT
POOL ELEVATION
CARTRIDGE
SUPPORT
FLOW KIT
CATCHBASIN FOOT
(TYP. OF 4)
BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL
B
SECTION A -A
REVISION
The St"rmw"ter M"n"9"m"nt
StormFilte;
INLET STUB
(OPTIONAL)
CLEANOUT
ACCESS PLUG
ON WEIR WALL
FLOATABLES
BAFFLE
PERMANENT LIFTING EYE
POOL ELEVATION (TYP. OF 4)
FINISHED GRADE -
III=III=III �I11=
11-
FILTRATION BAY
INLET
INLET STUB
(OPTIONAL)
R.E.W. 05 01 19 R.D.J. suRVEYED:
R.E.W. 06 19 19 R.D.J. DESWI
K. MELVIN
DRAWN:
S. ORDONEZ
CHECKED:
R. JARVIS
BY DATE APPR A"OvED=
R. JARVIS
WEIR WALL =
- 5"
- 5"
FLOW
2'-0"
INSIDE
OUTSIDE y
SECTION B-B
SCAM*
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
OUTLET STUB
_ OUTLET PIPE
FROM FLOWKIT
CATCHBASIN FOOT
(TYP. OF 4)
VERTICAL: 1 1988
HORIZONTAL: NAD 1953/1991
DATUM
1-CARTRIDGE CATCHBASIN
STORMFILTER DATA
STRUCTUREID
1
WATER QUALITY FLOW RATE cfs
0.0223
PEAK FLOW RATE <1 cfs
0.23
RETURN PERIOD OF PEAK FLOW rs
100
CARTRIDGE HEIGHT 27", 18", 18" DEEP
18"
CARTRIDGE FLOW RATE m
12.53
MEDIA TYPE PERLITE, ZPG, PSORB
PSORB
RIM ELEVATION
155.40
PIPE DATA:
I.E.
IDIAMETER
INLET STUB
N/A
N/A
OUTLET STUB
153.10
12"
CONFIGURATION OUTLET M
INLET
INLET
SLOPED LID
YESOM
SOLID COVER
YESED
NOTES/SPECIAL REQUIREMENTS:
%R
CITY OF
RENTON
Planning/Building/Public Works Dept.
INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED.
EDGE OF EXISTING PAVEMENT
EDGE OF TRAVELED LANE (EDGE STRIPE)
VARIES: 4.5' MIN. (SEE STD PLAN 110.1)
CENTER OF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
SECONDARY FULL DEPTH SAWCUT FOR
PROPOSED TRENCH
INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
IOU.1 I
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1
STD. PLAN - 110.2
PUBLIC WORKS REQUIRED SAWCUT, GRIND AND \11PI-6 ED.
DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES wy f0-
R-403624
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 07/16/2019
WEATHERLY INN RENTON
4500 TALBOT RD S FlELDBOOK:
PAGE:
RENTON, WA 98055 DRAWING No:
FRONTAGE IMPROVEMENT DETAILS FR-04
SHOT. 34 51
OR