HomeMy WebLinkAboutTED4003446.23a
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BECLAN IAKA BECLAN PLACE) MINOR AMENDMENT
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, TWP, 23N., RGE, 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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2ND AVE ROW � Z LOT 16
WI*-- of z z CB#4, TYPE 2 48"0 6' HIGH WSDOT TYPE 3 CHAINLINK FENCE
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Y of 15.00'
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z Q Q GRAVEL ACCESS ROAD
406.24
MAXIMUM WS ELEV.=496.30 _
W I=� START TOP OF SLOPE 2' FROM
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C/-)
FABRIC BAN
TOP HINGE
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GATE POST
DETAIL AO
CELL 2 T
41
399.01
MAX. WQ WS ELEV.=399-68-
t27.4'
— = SEDIMENT WS
ELEV.=392.00
ELEV=391.00 _
-
DETENTION WETPOND SECTION A -A
SCALE: HORZ: 1"= 20'
VERT: 1 "= 4'
CHAIN LINK FENCE TYPE 3 OR 4
PAY LIMIT
HOG RINGS - SPACED
PULL POST @ 24" MAX. (TYP.) GATE POST (TYP.) - 3 112""
TENSION WIRE DIAM. (NOM., SCH. 40)
FABRIC BAND (TYP.)
TENSION WIRE
STRETCHER BAR (TYP.) �
BOTTOM TENSION WIRE
(TYP.) (NOT REQUIRED FOR
CHAIN LINK FENCE TYPE 4)
:NSION WIRE
TENSION WIRE
CHAIN LINK FENCE FABRIC
3'- 0" - CHAIN LINK FENCE TYPE 3
2'- 0" - CHAIN LINK FENCE TYPE 4
TENSION W
FABRIC
PULL POST
DETAIL BO
SINGLE 6 FT CHAIN LINK GATE
PAY LIMIT
6'-0"
TOP HINGE -
90^ SWING
TRUSS
RODS
171'
HOQUTAM AVE ROW
BOTTOM ELEVATION ELEV=391.00
=L MAXIMUM SEDIMENT WS
I ELEV.=392.00
DETENTION WETPOND SECTION B- B
10" - 0" (TYP.)
TENSION WIRE FOR GATE POST
- REQUIRED ONLY ON HINGE SIDE
TENSION WIRE
BOTTOM HINGE 90A SWING LC
111-1
I s
TIE WIRES (TYP.) -
SPACED @ 14" MAX.
12" ROUND (TYP.)
SINGLE GATE
FABRIC BAND
TENSION WIRE
BOTTOM HINGE —, N
STRETHCER BAR
TURNBUCKLE
TENSION
WIRE
HOG RINGS - SPACED
@ 24" MAX. (TYP.)
TENSION WIRE
TENSION WIRE (TYP.) (NOT
REQUIRED FOR CHAIN LINK
FENCE TYPE 4)
EYE BOLT
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GATE POST
DETAIL OC
WSDOT TYPE 3 - 6FT SINGLE SWING GATE
NTS WSDOT STANDARD PLAN L30.10
TENSION WIRE
SCALE: HORZ: 1"= 20'
VERT: 1"= 4'
CHAIN LINK FENCE TYPE 3 OR 4
PAY LIMIT
PULL POST
TENSION WIRE
MON WIRE (TYP.) (NOT
AIRED FOR CHAIN LINK
;E TYPE 4)
PULL POST
DETAIL ( D
0.90' MIN.
SOD APPROVED FOR INSTALLATION
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch 20 ft.
4' TYPE 4 OR 6 (WSDOT/APWA STANDARD),
REQUIRED WALL HEIGHT IS 18" OR GREATER.
WALL MAYBE BE EMBEDDED IN THE TOP OF
WALL OR OFFSET FROM WALL AND EMBEDDED
2' iN CONCRETE.
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1 TO�-OF 5' BERM=398.00
ACCESS CAST -IN -PLACE
CONCRETE RETAINING WALL
GRAVEL ACCESS ROAD
MAX. SEDIMENT WS ELEV=394.00
BOTTOM ELEVATION ELEV=393.00
PROVIDE BERM KEY OF MIN. 1' BELOW
CELL 2 BOTTOM FOR PLACED FILL BERMS
DETENTION AND WATER
QUALITY POND VOLUMES
LIVE STORAGE REQUIRED: 78,869 CF
LIVE STORAGE DESIGN: 83,076 CF
LIVE STORAGE ASBUILT: 80,w0 CF
WATER QUALITY STORAGE REQUIRED: 26,905 CF
WATER QUALITY STORAGE DESIGN: 35,997 CF
WATER QUALITY STORAGE PROVIDED: 33,285 CF
CELL 1 WATER QUALITY VOLUME: 10,698 CF
OR 29.72% OF THE TOTAL WQ VOLUME
80
o I,I�Ir� 0.50'
3 �e'PDESIGN DEPTH = 0.40' H OVERFLOW WATER SURFACE
1 - 408.13 1
SWALE ELEV=49 e0.1 _ Q
OR GRASSED LINED SWALE (SODDED)
** SWALE BOTTOM TO MATCH BACK OF SIDEWALK WALK.
EMERGENCY OVERFLOW SPILLWAY
NTS
ASBUILT DRAWING
R-34462
CALF. 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NO, REVISION �
BY APPR, DATE
AWSCHWEHU, &
kA4 AssocrATEs, aw
CM PRMCT WMQEMW
1945 SOUTH 375TH STREET Bus.' (25J) 226-4509
FEDERAL WAY, WA 98003 bsolweAftocin7.nef
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CITY OF R EN TON
DEPARTMENT OF PUBLIC WORKS
BECLAN (AKA BECLAN PLACE)
STORMWATER DETENTION WETPOND
SECTIONS
DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183-C10
DRAWN: TAS/BAS
CHECKED: BAS SCALE: 1" = 20' FIELD BOOK: PAGE:
APPROVED: WORKSSHEET: C-10 OF: 25
DIRECTOR OF PUBLIC WORKS