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CONTROL STRUCTURE NOTES:
1. USE A MINIMUM OF A 60 IN. DIAM. TYPE 2 CATCH BASIN.
2. OUTLET CAPACITY: 100 -YEAR DEVELOPED PEAK FLOW.
3. METAL PARTS: CORROSION RESISTANT. NON- GALVANIZED PARTS
PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
4. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMP -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE
C. FRAME IS CLEAR OF CURB
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE, OUTLET
PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4
IN.
6. PROVIDE AT LEAST ON 3 X 0.090 GAUGE SUPPORT BRACKET ANCHORED
TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS
OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING).
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN.
CLEARANCE AS SHOWN.
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS
TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED
WITH WATER.
c�
Cd 2 WorkkV Days Be ore You Dip
811
aD�r.ND,o�wN
REMOVABLE WATER-
2. /TIGHT COUPLING
MIN.
� � Q
6 MIN.
t
W
PLATE WITH ORIFICE AS
SPECIFIED
ELBOW DETAIL
NOT TO SCALE
6" MIN BETWEEN HERE
AND D.W.S.
FRAME & LADDER OR
STEPS OFFSET. SEE NOTE
8. FRAME & COVER ELEV.
PER PLAN.
CLEANOUT GATE:
S H EAR GATE
18"0 1 N LET
I.E. = 436.1 1, 18"0
STEPS OR LADDER
ELEV NOTED ON MAIN DETAIL
PLAN VIEW
SCALE: 1 2'
C.B. #16, TYPE 2 -60 "0
CONTROL STRUCTURE
SCALE: 1 ' =2'
o FWr sueMrrK
1 EAgLY CLEAIMIO ! OIMDMIG YriAR SUMMIT&
2 PLAN CFNf10E %1 —.
3 PIMI CFWIOE
4 IMAit SUBIMITAL
N0. REVISION
CONSULTING ENGINEERS L L C
MANI!
Avenue South 10 I I I
+�
Suite 205
FABRIC BAND (TYP)
Federal Way, WA 98003
N'EEDOML WAY (283) 838•-4113
www.esmcivil.com ENOIRM (425) 297 -99W
Civil Engineering
Land Surveying Land Planning
Public Works
I Project Management ( Landscape Architecture
ESM
JOB #258- 044 -013
REMOVABLE WATER-
2. /TIGHT COUPLING
MIN.
� � Q
6 MIN.
t
W
PLATE WITH ORIFICE AS
SPECIFIED
ELBOW DETAIL
NOT TO SCALE
6" MIN BETWEEN HERE
AND D.W.S.
FRAME & LADDER OR
STEPS OFFSET. SEE NOTE
8. FRAME & COVER ELEV.
PER PLAN.
CLEANOUT GATE:
S H EAR GATE
18"0 1 N LET
I.E. = 436.1 1, 18"0
STEPS OR LADDER
ELEV NOTED ON MAIN DETAIL
PLAN VIEW
SCALE: 1 2'
C.B. #16, TYPE 2 -60 "0
CONTROL STRUCTURE
SCALE: 1 ' =2'
o FWr sueMrrK
1 EAgLY CLEAIMIO ! OIMDMIG YriAR SUMMIT&
2 PLAN CFNf10E %1 —.
3 PIMI CFWIOE
4 IMAit SUBIMITAL
N0. REVISION
NOTES
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3 Dora an Skmoven and OW n131
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TIE W111111111111 (TIP) -
1 SPMCSD 0 W WAX
i _ KNUCKLED SELVAGE CHANT LWK
HOC RINGS (TYP.) TENSION WIRE o `O a { (TYP) FENCE FABRIC TENSION WIRE i ' POST
SPACED 24- MAX
. t CONCRETE POST ��
BASE (TYP.) SAILB _ 0 _
MINI
TYPE 3
N EYE SOL T
I TENSION WIRF
FABRIC SAND STRETCHER BAR
i_4,
END OR CORNER (BRACE) POST
DETAIL A
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1 TURNBUCKLE
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NOTES
tIOG WAX [
RD 0 (TYP
SPA CED. ► , AN cc c to pM been Mfr be Ur
SPA W
nAdmum dWrAler.
SIMCE POST 2 AM" tip lop and baftm• usq H"
ftW belOn M O ub Lllltl F «s
FatMilt; b to TwWon Vfte whin M
i0f5 of to fat U rift waara.
3 Dora an Skmoven and OW n131
WIRE Md 1wdlrra dWp or post SmbIY
*0 of a w prdoulor �rHOM t�loa.
TIE W111111111111 (TIP) -
1 SPMCSD 0 W WAX
i _ KNUCKLED SELVAGE CHANT LWK
HOC RINGS (TYP.) TENSION WIRE o `O a { (TYP) FENCE FABRIC TENSION WIRE i ' POST
SPACED 24- MAX
. t CONCRETE POST ��
BASE (TYP.) SAILB _ 0 _
MINI
TYPE 3
N EYE SOL T
I TENSION WIRF
FABRIC SAND STRETCHER BAR
i_4,
END OR CORNER (BRACE) POST
DETAIL A
TENSION WIRE
EYE NUT EYE SOLT
1 TURNBUCKLE
�t
TENSION VWIRE
TIE WIRE - SPACED
a 14- MAX, (TYP) j ry.
'� ` <• TURNSUCKL E
I
TENSION WIRE
1�r t EYE BOLT
HOG RING - SPACED t
d 24` MAX r
i
EYE BOLT
EYE NUT
1 TU�wJC14E
TENSION WIRES 4 _. ¢• TEMIOIN was
�r
F ABRIC SAND (TYP, ) i� S
j
;E
C S 111ETC1El1t SIw (TVP )
PUL.I POST (WITHIN RUN)
DETAIL
BRACE POST
1 DETAIL
W'
CHAIN LINK FENCE TYPE 3
— CONTRACTOR TO INSTALL FROP -T
NOT TO SCALE
AWAY FROM STRUCTURE EDGE TO
AVOID CONFLICT WITH DEB RI S C A G vJ
AND MAKE SURE FROP -T IS
STRUCTURALLY SECURE. � , � - �+ Lac �� TYPE 3 OR 4 oousl.E 14 FT CHAIN LMIK GATE -PAY LIMIT
PAY LaaT DOUBLE 20 FT CHAIN LINK GATE - PAY lJ1AfT
EL. 445.80 HOG RINGS - SPACED _ 1 V -0'
EL. 445.5 z PULL POST w MAX (Typ) ? BATE POST (TYP) - 3 1rP TIE WIRES (TIN) - MATCH FENCE r
DLW MW SCH 401 SPACED t4• MAX SELVAGE (TYP) TOP HINGE - 1or j
TENSION WIRE WONG (TYP)
DESIGN W.S. EL 445.50
4 "0 ELBOW W TEI�I RE
ON WI r,�. TRUSS Roo
() •,
TYPi • R'
1 -1 /2" 0 ORI ICE FAQ SAND ( ' TENSION
EL. = 444.25 '"""ES
4.
x^
STRETCHER 5AR (TYP) xx.
6"0 ELBOW W 7%. '
}
2 -5/8"0 ORIFICE
EL. = 443.25 (TYP TENSION °) ) (MDT PWQUMD F"ow OR
CHAIN LM FENCE TYPE 4) � • , ,
•
ti CHAIN LIW FENCE FAWK
3' • Cr - CHAIN LINK FENCE TYPE 3
r - 0• - CHAIN LAM( FENCE TYPE 4 12' ROUND (TYP)
2.25' =1.50
I.E. = 436.25, 18 "0
18 "0 FROP TEE
RESTRICTOR PLATE
WITH 1 -3/4"0 ORIFICE
r.r..r M ...
man
�"•
' ar
1
t
F/rRIC SAND
TOP to" -
EYE MOLT EYE NU T
TENSION V*W TENSION VOW
1
4s. �•� erli . I4►.li Qi Ike .e 410 rij 0*1 ��1 :.❖
-- - - -- • -• - - -- - -• - -- - --- .>rss.at
All
;- FABRIC SAND (TYP)
y!
DOUBLE "TE
L
- T URNBUCKLE
VA
EYE MOLT
TENSION VOW
:x ;>
NOT HE
STRETCR BAR
RE
aTTCHER OAR (TYP)
Puu POST
DUAL 0
STRETCHER SAN (TYP)
F ASRIC SAND (TYP)
4 rig, I
EYE SOLT
TulwMUCH�E
it MMON WORE (TIP) (NOT
EYE NUT t - RECAN" FOR CHAIN LAM(
FENCE TYPE 41
7 '
i
r �L
MTO& O
NOTE:
EXCERPTS FROM WSDOT
STNADARD PLAN L-30.1 0-01
FENCE TO BE COATED
W /BLACK VINYL
CHAIN LINK GATE
NOT TO SCALE
SCALE:
VERTICAL: NAw 1 CITY OF
NM HORIZONTAL: PIAD 1983/3/ 1991
RENTON
L ONE INCH DATUM
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
�Tti'da
IIIm
METHOD OF FASTENM
S I ME M ER eAR TO POET
NOTE:
EXCERPTS FROM WSDOT
STNADARD PLAN L- 20.10 -02
FENCE TO BE COATED
W /BLACK VINYL
t
•.�
Mr LwT
+�
FABRIC BAND (TYP)
z
PULL POST
- T5lISIOII XM - + TIEIISIOIN WIIIIE
C
w{,
1
TaIIOIGN
M.IEa
4�
M
STRETCHER BAR (TYP,)
PULL POST (AT END
DETAIL
�O-`R�CORNER)
B
TENSION VWIRE
TIE WIRE - SPACED
a 14- MAX, (TYP) j ry.
'� ` <• TURNSUCKL E
I
TENSION WIRE
1�r t EYE BOLT
HOG RING - SPACED t
d 24` MAX r
i
EYE BOLT
EYE NUT
1 TU�wJC14E
TENSION WIRES 4 _. ¢• TEMIOIN was
�r
F ABRIC SAND (TYP, ) i� S
j
;E
C S 111ETC1El1t SIw (TVP )
PUL.I POST (WITHIN RUN)
DETAIL
BRACE POST
1 DETAIL
W'
CHAIN LINK FENCE TYPE 3
— CONTRACTOR TO INSTALL FROP -T
NOT TO SCALE
AWAY FROM STRUCTURE EDGE TO
AVOID CONFLICT WITH DEB RI S C A G vJ
AND MAKE SURE FROP -T IS
STRUCTURALLY SECURE. � , � - �+ Lac �� TYPE 3 OR 4 oousl.E 14 FT CHAIN LMIK GATE -PAY LIMIT
PAY LaaT DOUBLE 20 FT CHAIN LINK GATE - PAY lJ1AfT
EL. 445.80 HOG RINGS - SPACED _ 1 V -0'
EL. 445.5 z PULL POST w MAX (Typ) ? BATE POST (TYP) - 3 1rP TIE WIRES (TIN) - MATCH FENCE r
DLW MW SCH 401 SPACED t4• MAX SELVAGE (TYP) TOP HINGE - 1or j
TENSION WIRE WONG (TYP)
DESIGN W.S. EL 445.50
4 "0 ELBOW W TEI�I RE
ON WI r,�. TRUSS Roo
() •,
TYPi • R'
1 -1 /2" 0 ORI ICE FAQ SAND ( ' TENSION
EL. = 444.25 '"""ES
4.
x^
STRETCHER 5AR (TYP) xx.
6"0 ELBOW W 7%. '
}
2 -5/8"0 ORIFICE
EL. = 443.25 (TYP TENSION °) ) (MDT PWQUMD F"ow OR
CHAIN LM FENCE TYPE 4) � • , ,
•
ti CHAIN LIW FENCE FAWK
3' • Cr - CHAIN LINK FENCE TYPE 3
r - 0• - CHAIN LAM( FENCE TYPE 4 12' ROUND (TYP)
2.25' =1.50
I.E. = 436.25, 18 "0
18 "0 FROP TEE
RESTRICTOR PLATE
WITH 1 -3/4"0 ORIFICE
r.r..r M ...
man
�"•
' ar
1
t
F/rRIC SAND
TOP to" -
EYE MOLT EYE NU T
TENSION V*W TENSION VOW
1
4s. �•� erli . I4►.li Qi Ike .e 410 rij 0*1 ��1 :.❖
-- - - -- • -• - - -- - -• - -- - --- .>rss.at
All
;- FABRIC SAND (TYP)
y!
DOUBLE "TE
L
- T URNBUCKLE
VA
EYE MOLT
TENSION VOW
:x ;>
NOT HE
STRETCR BAR
RE
aTTCHER OAR (TYP)
Puu POST
DUAL 0
STRETCHER SAN (TYP)
F ASRIC SAND (TYP)
4 rig, I
EYE SOLT
TulwMUCH�E
it MMON WORE (TIP) (NOT
EYE NUT t - RECAN" FOR CHAIN LAM(
FENCE TYPE 41
7 '
i
r �L
MTO& O
NOTE:
EXCERPTS FROM WSDOT
STNADARD PLAN L-30.1 0-01
FENCE TO BE COATED
W /BLACK VINYL
CHAIN LINK GATE
NOT TO SCALE
SCALE:
VERTICAL: NAw 1 CITY OF
NM HORIZONTAL: PIAD 1983/3/ 1991
RENTON
L ONE INCH DATUM
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
�Tti'da
IIIm
METHOD OF FASTENM
S I ME M ER eAR TO POET
NOTE:
EXCERPTS FROM WSDOT
STNADARD PLAN L- 20.10 -02
FENCE TO BE COATED
W /BLACK VINYL
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0lTAL CO
R- 380820
CHECKED FOR CO PLIANCE TO CITY STANDARDS
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GREENLEAF
POND DETAILS
UTILITY PERMIT #14004398
DATE:
FIEL I)BOOK:
PAGE:
DRA PING NO:
PN-041
Ste: OF:
23 N