HomeMy WebLinkAboutR-395509Ln
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IN ROW, SAWCUT AND RESTORE
PAVING IN PER CITY OF RENTON
TRENCH RESTORATION AND
OVERLAY REQUIREMENTS
EX PAVING
ON SITE: IMPORTED —
STRUCTURAL FILL
COMPACTED IN 8" MAX
LIFTS TO 95% DENSITY. IN
ROW: CDF BACKFILL PER
COS REQ.
MIN. AGG. TYPE -
22 COMPACTED TO
95% DENSITY
W MAX
W=1.5 x PIPE DIA + 18"MIN
FOR 6" W=27"MIN
8" W=30"MIN
12"W=36"MIN
TYPICAL TRENCH SECTION
NC
RESTORE 1
LANDSCAPE
PER LA
PLANS
WYE OR 1/8 BEND
CLEANOUT
NTS Z. 00ol NTS
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NOTES:
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30" RING &COVER
1.
CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE W/ ASTM C 478
(AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS
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OR NOTED IN THE STANDARD SPECIFICATIONS.
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-' HANDHOLDS
'
2.
HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN.
_...
30" DIAMETER
'•
FLAT SLAB COVER
CLEARANCE, STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE.
NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS.
STEPS AND LADDER
SIZE PER PANS
3.
ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS A. ALL
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PRECAST CONCRETE SHALL OBTAIN 4000 PSI @ 28 DAYS.
4.
PRECAST BASES SHALL BE FURNISHED W/ CUTOUTS OR KNOCKOUTS.
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN.
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5.
KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIA. PLUS
MORTAR
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PRECAST BASE W/
CATCH BASIN WALL THICKNESS. MAX. HOLE SIZE IS 36" FOR 48" CATCH
FILLET
y'
INTEGRAL RISER
BASIN, 42" FOR 54" CATCH BASIN. MINIMUM DISTANCE BETWEEN
';.
GRAVEL BACKFILL
HOLES IS 8".
1
"J
6"
~ 1
"
FOR PIPE BEDDING,
6" MIN. COMPACTED
6.
RING & COVER SHALL BE IN ACCORDANCE W/ STANDARD
48 DIA.-6
54"DIA.-8"
*
-0"
DEPTHFOR PRECAST
,
SPECIFICATIONS & MEET THE STRENGTH REQ'MTS OF FEDERAL
SPECIFICATION RR F621D MATING SURFACES SHALL BE FINISHED
BASES ONLY
REINFORCING STEEL
TO ASSURE NON -ROCKING FIT.
(FOR PRECAST BASE W/
INTEGRAL RISER)
0.15 SO. IN/FT IN EACH
DIRECTION
FOR 48"DIA.
7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH
0.19 SQ. IN/FT IN EACH
DIRECTION
FOR 54"DIA.
OF 60,000 PSI & BE PLACED IN THE UPPER HALF OF THE BASE
"0"RING SEPARATE CAST IN PLACE OR
WITH 1" MIN. CLEARANCE.
SEPARATE PRECAST BASE
8, THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED.
REINFORCING STEEL (FOR
SEPARATE
BASE ONLY)
0.23 SQ. IN/FT IN EACH
DIRECTION
FOR 48"DIA.
0.19 SQ. IN/FT IN EACH
DIRECTION
FOR 54"DIA.
' FOR SEPARATE CAST
PRECAST BASE JOINT IN PLACE ONLY.
5 CB TYPE 2
NTS
7
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
CONCRETE
PRE MOLDED
JOINT FILLER
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
CASTING PER
NOTE 3
PROVIDE BLOCK
IN LANDSCAPED
AREAS
TEST PLUG
RISER DIAMETER
SHALL MATCH
PIPE RUN
nv .�nm� mnivivu� n.�
MAIN SEWER JOINTS
DOWNSPOUT CONNECTION
NTS
NO. I REVISION
SURFACING PER PLAN
PATIO DRAIN, JR SMITH MODEL 2010
WITH 8" TYPE A STRAINER, NICKEL
BRONZE FINISH, 4" NO HUB OUTLET
FERNCO
STRONGBACK RC
CPLG
PATIO DRAIN
Cx4" REDUCER
C-45' BENDS
6" PVC SDR 35 ASTM
3034 @ S = 2% MIN.
CONNECT TO DOWNSTREAM
SD PIPE OR STRUCTURE
PER PLANS
STD. LIGHT DUTY BRONZE
GRATE. ALL GRATES SHALL BE
LOCKING
8" DIAMETER NYLOPLAST DRAIN
BASIN WITH PVC OR CPEP
SLOPE %\ OUTLET STUB AS MFR'D BY
TO DRAIN \\HANCOR INC.
OUTLET PIPE
PER PLAN
`D INTEGRALLY MOLDED STUB
NOTES: PROVIDE ADDITIONAL STUB AS REQ'D FOR INLEfTING
PIPES. RIM AND INVERT ELEVATIONS PER PLANS.
AREA DRAIN
NTS 00ol NTS
FERNCO COUPLING
TRANSITION SECTION
90° STREET ELBOW AND
EXTENSION AS REQUIRED
6" PVC SDR 35 ASTM 3034
@ S = 2% MIN. TO CONNECT
TO SD PER PLAN
08 18 2017 SURVEYED_
08 29 2017 DESIGNED:
11 15 2017
DRAWN:
TTG
CHECKED:
MJE
BY DATE APPR APPROVED:
THICKEN CONCRETE
PAVING SECTION TO 8"
AROUND STORMFILTER
2 UNIT
ACCESS COVER
(2) #6 REBAR
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A A
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A ..e " e c I
d 'i e
° e
VANED INLET GRATE
2'4" 2'-4"
1(TYP) INSIDE RIM INSIDE RIM
4'-83/4" -
OUTSIDE RIM
PLAN VIEW
FLOATABLES
BAFFLE
PERMANENT
POOL ELEVATION
FINISHED GRADE
1111111111�1111=
ii11II
FILTRATION BAY
INLET
OUTSIDE
SECTION B—B
STORMFILTER CB
NTS
SCALE:
VERTICAL. NAVE) 1988
1 " = 10, HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LIFTING EYE
(TYP. OF 4)
VALL
JTLET PIPE
ZOM FLOWKIT
CHBASIN FOOT
'. OF 4)
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF } F
RENTON
Planning/Building/Public Works Dept.
STORMFIL_
CARTRIC
PERMANENT
POOL ELEVATION
CARTR
SUP[
FLO
CATCHBASIN
(TYP. OF 4)
CATION
NLET
UG
ON WEIR WALL
SECTION A —A
1-CARTRIDGE CATCHBASIN
STORMFILTER DATA
STRUCTURE ID
N/A
WATER QUALITY FLOW RATE (cfs)
.0044
PEAK FLOW RATE (<1 cfs)
.021
RETURN PERIOD OF PEAK FLOW (yrs)
100
CARTRIDGE FLOW RATE (gpm)
7.5
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
ZPG
RIM ELEVATION
32.60
PIPE DATA:
I.E.
DIAMETER
INLET STUB
N/A
N/A
OUTLET STUB
29.85
8"
CONFIGURATION
O
OUTLET
5
SLOPED LID
NO
SOLID COVER
NO
NOTES/SPECIAL REQUIREMENTS:
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R-395509 W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
CIVIL DETAILS
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DATE:
11/15/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C7.0
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SHEET: OF: 15