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A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
520 w" MP �
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"w Way
a e10 oR cal l im ORCq POST
A MINE F%" POST um POW - sPwClD POSipE - r -MR
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o+oo 0+40 o+eo 1+20
OUTLET TO CB #11
SCALE: I a_�
1'=s' vary.
REMOVABLE WATER—
TIGHT COUPLING
PLATE WITH ORIFICE AS
SPECIFIED
FRAME & LADDER OR
STEPS OFFSET. SEE NOTE
7. FRAME & COVER ELEV.
PER PLAN.
INSTALL BRASS INFORMATION
PLATE ON STRUCTURE WALL
NEAR LADDER.
CLEANOUT GATE:
SHEAR GATE
I.E. 496,rbgr 18"0
466.74
STEPS OR LADDER—
Cd 2 WN kk
ADDER—
G121Morlcinp Days 9mfore You Dip
811
LWAfte w 0 1 4ftn CarAw
da.MrtoatwN
ELEV NOTED ON MAIN DETAIL
ELBOW DETAIL
NOT TO S AL.E
NOTES
CONTRACTOR TO INSTALL FROP—T
,. AN aawowl. Pod 6. s> M b. Ur
AWAY FROM STRUCTURE EDGE TO
2-
AVOID CONFLICT WITH DEBRIS CAGE
'Aft4ftbpatilbeftm.
AND MAKE SURE FROP—T IS
.w M t:h�iu L IIMt�'�ROI10
STRUCTURALLY SECURE.
HalebMTgrmmV""lob w.
EL. 503.81
MI1� dM Ald A/ irll� wrn�r.
W.S.E. _150-4126 5".56
3. Qd@L aw *A*&*m am *mN nd
4'w0 ELBOr
ORIVFICE
--
1-7/8
'
EL. = 40&.-26-503.56
•
6"* ELBOW w
• .%
2-1 8"0 ORIFICE
/
.31
EL. = -802. .13
-
2.25'
„ILS (1.5 x 1.5' = 2.25')
54"
I.E. _498.Wi, 18900
406.81
18"0 FROP TEE
RESTRICTOR PLATE
WITH 1 "0 ORIFICE
C.B. #8, TYPE 2-54glO
CONTROL STRUCTURE
SCALE: 1 w : 2'
• r+s
Vm MP PAL wm MP aw
NOTES
ft" POST - w"m wm Awa. (Tvpj�)
.,Nrwuc 1� OVA=a jw w1x.
,. AN aawowl. Pod 6. s> M b. Ur
Tam"m vim aft" rml
2-
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.w M t:h�iu L IIMt�'�ROI10
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- nnTE POST
TYPE 3
495
CONSULTING ENGINEERS LLC
334M Oth Avenue South
Suft 2M
Federal Way, WA 98003
Fl� 1AW ( On -5113
Www.NfT1CtN�I.COR1 milEmomm "2_24=
�r ( w7 -woo
Public I++«- I Landes" t Architecture
ESM JOB #1670-003-013
,m„
/STE
AS—BUILT CERTIFICATION:
1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS—CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR SURVEYING PRACTICE.
ZACHARY T. LENNON, L.S. N0. 44925
ATE:
CONTROL STRUCTURE NOTES:
1. USE A MINIMUM OF A 54 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.
4a 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.
7 1 AS—BUILT
PLAN VIEW
SCALE: 1 " = 2'
REVISION
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CHAIN LINK FENCE TYPE 3
NOT TO SCALE
METHOD OF FASTEMNIS
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ESM 01/05/16
SURVEYED: sc,ALF: bERTICAL: NWD 19M1 " 20' HM�AL: W ,n3,1101 CITY OF
DESIGNED-
LGB
D1ARENTONCJR
ONE "CH DATUM
CHECKED: AT FULL SOME Planning/Building/Public Works Dept.
IF NOT OW INCH
BYDATE AP P R APPROvm: SCALE A CORDPIGLY
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Ohio Pmr
R-316239
CHECKED FOR COMPLIANCE TO CITY STANDARDS
RYLEE'S PLACE
POND A CROSS SECTIONS & DETAILS
Ag: R37623�
01/05/201
PAGE:
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