HomeMy WebLinkAboutR-370108m
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9
4
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N
STD PLAN F- 10.42 -00.
3
DRIVEWAY
(t`
/ON
11'
]RAVEL LANE
10' TRAVEL LANE
f0' TRAVEL LANE 35'
11' TRAVEL LANE
n
n
PLANTS
c /"� /
PER ARCH
I
2 gpM
J
2 gpmla
I gp.
2 gplNft
Z
3.1
225
11.25
15
7.5
10
INTERIOR
I 1 I GUTTER PER REN /
DRAWING.
OUTLETPIPE
•"1 I(
SD
•
I I I I Fool. SEE D
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
W
2' COMPACTED DEPTH HAIA CLASS 1 2'
rl
`J
3•
COMPACTED DEPTH A7B
SURROUNDED BY DRAW
ROCK, MAPPED IN FILTER
NIA
COMPACTED SUBGRADE PREPARED PER
FABRIC CONNECT TO CB8
GEOTECHNICAL
ENGINEER RECOMMENDADONS
i
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
EMERGENCY AWESS
SECT /ON 'A'
W
SPECIFIED BY ENGINEER OF RECORD.
STA 3 +64 P STA 5 +39
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
0 SCALE
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
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3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
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00
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NW
7I
Ike
PER GEOTECH.
STA 1 +58 TO
NOT TO
E
DRIVEWAY
SECT
/ON
11'
]RAVEL LANE
SIM WALL WITH FENCING
STA 11 +64 TO STA 12 +92
11' TRAVEL LANE
n
n
3.05'
2.3'
PER ARCH
I
2 gpM
1 gpm
2 gpmla
I gp.
2 gplNft
Z
O
225
11.25
15
7.5
10
INTERIOR
I 1 I GUTTER PER REN /
DRAWING.
OUTLETPIPE
•"1 I(
SD
•
I I I I Fool. SEE D
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
RIM ELEVATION 303.11
ANTI - FLOTATION BALLAST
WIDTH
/ POUR CURB TO STEM WALL
c
NIA
NOTESISPECIAL REQUIREMENTS:
• PER ENGINEER OF RECORD
7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft).
i
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
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2X 29 zos SEE SEC77ON ID,
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
8
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
&�
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
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S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET
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STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
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DETAIL SEE
�W
SAND SET PA VERS OR OIWIER 70P
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1'f
1
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APPROVED EQUIVAUNT
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NVLOPtAST INLET DRAIN
Y 41
TERRACE I CURB SECTION 'E'
STA 2+39.5 I
NOT TO-SULE
E
DRIVEWAY
SECT
/ON
11'
]RAVEL LANE
TRAVEL LANE
STA 11 +64 TO STA 12 +92
11' TRAVEL LANE
It'
TRAVEL LANE
3.05'
2.3'
1.8'
I
2 gpM
1 gpm
2 gpmla
I gp.
2 gplNft
Z
O
225
11.25
15
7.5
10
0
DRAWING.
OUTLETPIPE
291.11
SD
12'
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
RIM ELEVATION 303.11
ANTI - FLOTATION BALLAST
WIDTH
HEIGHT
c
NIA
NOTESISPECIAL REQUIREMENTS:
• PER ENGINEER OF RECORD
7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft).
i
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
h y
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
8
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
&�
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
jZ? iu
S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET
-O oZ
STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
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No
at
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0
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Y 41
q
L' _
DW
I0
TOP SLAB ACCESS
SEE FRAME PND
COVER DE
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT. 42A
RINGIRISERS
INLET
CONTRACTOR TO GROUTTO
FINISHED GRADE
FLOW
HOPE OUTLET RISER
se`rniia'��
, • ��• . rvv, ••vr. vvr.,
6 EXTRUDED CURB PER WSDOT STD PLAN F- 10.42 -00.
20X I -2,OX
MAX HEIGHT. SEE
STRUCTURAL PUNS
PRIVATE DRIVEWAY SECT /ON To
STA 9 +62 TO STA 11 +64
NOT 70 SCALE
ALTERNATIVE; IF APPROVED BY OWNER,
IS TYPE 6 EXTRUDED CURB PER WSDOT
sm PLAN F- 70.42 -00. (TIP)
DRIVEWAY
SECT
/ON
11'
]RAVEL LANE
TRAVEL LANE
STA 11 +64 TO STA 12 +92
11' TRAVEL LANE
It'
TRAVEL LANE
3.05'
2.3'
1.8'
20X I -2,OX
MAX HEIGHT. SEE
STRUCTURAL PUNS
PRIVATE DRIVEWAY SECT /ON To
STA 9 +62 TO STA 11 +64
NOT 70 SCALE
ALTERNATIVE; IF APPROVED BY OWNER,
IS TYPE 6 EXTRUDED CURB PER WSDOT
sm PLAN F- 70.42 -00. (TIP)
20X-
PR /VA TE
DRIVEWAY
SECT
/ON
REQUIRED.
It'
TRAVEL LANE
STA 11 +64 TO STA 12 +92
18'
It'
TRAVEL LANE
3.05'
2.3'
1.8'
I
2 gpM
1 gpm
20X-
PR /VA TE
DRIVEWAY
SECT
/ON
REQUIRED.
'C'
CARTRIDGE HEIGHT
STA 11 +64 TO STA 12 +92
18'
LOW DROP
NOT TO SCALE
3.05'
2.3'
A
'I.D. MANHOLE
RUCTURE
O D.
NOTE•
ALL PAYEIMENT SEC71ONS SHALL BE
CONFIRMED BY GE07ECHNICAL
ENGINEER PRIOR TO CONS7RUC710N.
5' WIDE, EZ ROLL GRAVEL PAVERS OR
APPROVED EQUAL SEE DETAIL, THIS SHEET.
NA71W GROWTH CONFIRM SE07ION K77H GE07ECHNICAL
PR07EC77ON AREA ENGINEER PRIOR TO CONSTRUCTION.
(NGPA) BOUNDARY
3035' 304.0'
20X_ 2.0E ,2.OX
12'x8' NYLOPLAST INLET DRAIN
WITH 12' DOME GRAZE (TIP)
PEDESTRIAN ACCESS SECT /ON 'F
NOT 70 SCALE
EZ ROLL GRAVEL PAVERS SECT /ON
NOT TO SCALE
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WTH THE MAXIMUM NUMBER OF CARTRIDGES O). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7CARTRIDGES.
IB2- MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 15 CPS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
2T
18'
LOW DROP
RECOMMENDED HYDRAULIC DROP N)
3.05'
2.3'
1.8'
SPECIFIC FLOW RATE (gpMA
2 gpM
1 gpm
2 gpmla
I gp.
2 gplNft
i g wft
CARTRIDGE FLOW PATE Igpm)
225
11.25
15
7.5
10
5
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
CE4
WATER QUALITY FLOW RATE d
0.02
PEAK FLOW RATE (p)
0.13
RETURN PERIOD OF PEAK FLOW (ym)
100
# OF CARTRIDGES REQUIRED
4
CARTRIDGE FLOW RATE (gpm)
7.5
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
CSF
2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
PIPEDATA
LE.
MATERIAL
DIAMETER
INLET PIPE #1
293.41
SD
12'
INLET PIPE #2
DRAWING.
OUTLETPIPE
291.11
SD
12'
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
RIM ELEVATION 303.11
ANTI - FLOTATION BALLAST
WIDTH
HEIGHT
NIA
NIA
NOTESISPECIAL REQUIREMENTS:
• PER ENGINEER OF RECORD
SI_
ECO- PR/ORA SECT /ON
NOT TO SCALE
WITH SURFACE MEN PLACED IN
ROAD. PRONDE EDGE RESTRAINT
BELOW GRADE WHEN SURROUNDED
BY LANDSCAPING.
1 -11• TO 2' DEPTH
R- 310108
ALL PVC PIPES USED FOR 7HE S70RM
DRAINAGE SYSTEM SHALL BE NHITE
CITY OF RENTON
Approved by: ✓ Date: 1015//5
Approved by: Date:
Approved by: Date:
Approved by: Date:
K J =ti�.E♦T `.
/\
TRIAD
ASSOCIATES
24
O
W
H
" 3 S 3
1211211511 Ave- NE
KilklaOQ WA WOO -6923
425.821.8448
425 821 3481 fax
800 488L07% toll free
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OJELLPY T. dVWAa FL.S
PEW= L1NAC�
MARK S RAMRSM PIS
PRO= $DNPSiDa
I VIN G FLW^ PE
PEW= INCOM
DOME LFaA /RA
PRw= IdNDsm ANCHffwr
PDL4r SDWUM DA78: 10/15/12
SCAT aam: w-
DNM SIGH dim DHR
JOB ND. 09 -029
ND' C3.20 iiLA
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
GENERAL NOTES
FLOATABLES
1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
BAFFLE
2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3, FOR SITE SPECIFIC DRAWINGS WTH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION
PRODUCTS REPRESENTATIVE. w .wnleOh pi.mm
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5, STRUCTURE SWILL MEET AASHTO H$20 AND CASTINGS SHALL MEET PASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION
AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION
6. 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 39 SECONDS.
7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft).
INSTALLATION NOTES
1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
a
STRUCTURE(LIFTI NG CLUTCHES PROVIDED).
&�
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
jZ? iu
S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER
HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET
-O oZ
STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION- RELATEDEROSION RUNOFF.
SI_
ECO- PR/ORA SECT /ON
NOT TO SCALE
WITH SURFACE MEN PLACED IN
ROAD. PRONDE EDGE RESTRAINT
BELOW GRADE WHEN SURROUNDED
BY LANDSCAPING.
1 -11• TO 2' DEPTH
R- 310108
ALL PVC PIPES USED FOR 7HE S70RM
DRAINAGE SYSTEM SHALL BE NHITE
CITY OF RENTON
Approved by: ✓ Date: 1015//5
Approved by: Date:
Approved by: Date:
Approved by: Date:
K J =ti�.E♦T `.
/\
TRIAD
ASSOCIATES
24
O
W
H
" 3 S 3
1211211511 Ave- NE
KilklaOQ WA WOO -6923
425.821.8448
425 821 3481 fax
800 488L07% toll free
W,YW.tnaEas ate ,. t
2
V H
r � 3
Z v
O ` y
~ W W
2 � 4
Q
2
4
A. o
O
V
� nue
as
Z
OJELLPY T. dVWAa FL.S
PEW= L1NAC�
MARK S RAMRSM PIS
PRO= $DNPSiDa
I VIN G FLW^ PE
PEW= INCOM
DOME LFaA /RA
PRw= IdNDsm ANCHffwr
PDL4r SDWUM DA78: 10/15/12
SCAT aam: w-
DNM SIGH dim DHR
JOB ND. 09 -029
ND' C3.20 iiLA