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SDCB-11 (TYPE 1)
STA 1+45.55 (CL INTERSECTION)
RIM= 374.•85 AB= 374.86
IE(N)= 371.95 (12' CPP)AB-- 372.06
ACCESS DRIVEWAY
PROFILE ROAD A
Cam 48 HOURS BEFORE
1-800-424-5555
SCALE: 1"=10' HORIZONTAL
1"=5' VERTICAL
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AD
REVISED PER ADA REVIEW
NL
02/12/14
FECORD DRAVVM NOT°
THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN HEREIN
®
REVISED PER CITY REVIEW
NL
05 27 14
/ /
ARE BASED ON THE ORIGINAL DESIGN PLANS, AS -BUILT
SURVEY BY OTHERS, AND SITE FIELD OBSERVATIONS.
CONSTRUCTION RECORD AS -BUILT SURVEY DATA PROVIDED BY
"LOVELL-SAUERLAND & ASSOCIATES INC" DATED DEC 12 2015.
Q
REVISED STORM FOR SNOCO PUD
NL
04 30 15
/ /
THE NOTATION "AS -BUILT" OR "AB" WITHIN THIS RECORD
DRAWING SET REPRESENTS THE ACTUAL UTILITY LOCATIONS
PROVIDED FROM THE REFERENCED AS -BUILT SURVEY BY
OTHERS. ALL OTHER UTILITY INFORMATION SHOWN HEREIN NOT
A
CONSTRUCTION RECORD DRAWINGS
NL
01/05/16
LABELED "AS -BUILT" REPRESENT THE APPROXIMATE LOCATION
OF UTILITIES ONLY BASED ON THE ORIGINAL CIVIL DESIGN. THE
EXACT LOCATION OF ALL UTILITIES MUST BE INDEPENDENTLY
NO.
REVISION
BY
DATE
VERIFIED BEFORE COMMENCING ANY ADDITIONAL UNDERGROUND
WORK.
01 /05/2016
1 +00
ft '-,, E'_, & L'Y67Y' ELRING LTP
consulting civil engineers
125 WEST KELLOGG ROAD, BELLINGHAM, WA 98226
Ph: (360) 671-7002
Fax: (360) 671-7081
2013 (C) WEB ENGINEERING LTD (ALL RIGHTS RESERVED)
0+50
JOB NO.:
C09188
CITY FILE NUM.
T.B.D.
DESIGNED BY:
NL
DRAWN BY:
BKS
CHECKED BY:
NL
390
Kf:111
WIN
YOU DK3
360
0+00
KAUTZ ROUTE, LLC
PO BOX 31097
SEATTLE, WA 98103
NOTE:
TYPE 2 CATCH BASIN AND FLOW
CONTROL STUCTURE SHALL COMPLY Z
WITH CITY STANDARD PLANS E5.3
AND E5.4 (SEE SHEET C-11)
POLYPROPYLENE o
LADDER STEPS & HAND
HOLDS PER CITY OF
EDMONDS REQUIRMENTS
FLOW CONTROL RISER PER
CITY STANDARD PLAN E5.4
12" CPP INLET
IE= 370.57 :77
10"0 FLOW RESTRICTOR RISER o
PIPE SUPPORT. Yx .090
GAUGE BOLTED OR IMBEDDED 48"0
2" INTO WALL
SECTION VIEW
2.5" HMA PAVEMENT
2.0" CRUSHED SURFACE TOP COARSE
(WSDOT STD SPEC 9-03.9(3))
4.0" BALLAST BASE COARSE
(WSDOT STD SPEC 9-03.9(2))
NON WOVEN GEOTEXTILE
(SEPARATION FABRIC)
APPROVED NON -YIELDING
SUBGRADE
PAVEMENT SECTION
TYPICAL SECTION
NOT TO SCALE
ROUND SOLID COVER MARKED
"DRAIN" WITH LOCKING BOLTS
RIM EL= 374.96- AB= 374.94
OVERFLOW RISER (10"0)
EL= 373.07 AB= 373.18
NOTCH RECTANGULAR WEIR:
WIDTH= 0.08', HEIGHT= 1.00'
10x10x10 TEE
PVC ADAPTOR PER CITY STANDARD
PLAN E5.4
10" CPP OUTLET
ELEV= 370.57 AB= 370.66
1.25"0 ORIFICE HOLE DRILLED INTO
RESTRICTOR PLATE, EL= 368.57
TYPE 2 48" CATCH BASIN PER CITY
STANDARD PLAN E5.3
WET WELL BOTTOM
ELEV= 366.57
110101're
'0 RISER W/ NOTCHED
IR (SEE SECTION)
MH ACCESS W/
DDER & HAND HOLDS
R CITY OF EDMONDS
QUIREMENTS
PLAN VIEW
CB-5: FLOW CONTROL CATCHBASIN DETAIL
(STRUCTURE PER CITY STD PLAN E5.4)
NOT TO SCALE
FINISH GROUND
7-7
TOPSOIL BACKFILL OVER DETENTION TRENCH
4" SCH 40 PVC RISER W/ RING
AND COVER (OBSERVATION PORT)
CONCRETE COLLAR
(12'x12%6")
N
\
f
FREE DRAINING ANGULAR WASHED ROCK
(3/4" - 2" PARTICLE SIZE)
"
IMPERMEABLE LINER AROUND ENTIRE GRAVEL
BED PERIMETER (LINER PRODUCT SUBMITTAL \
CHAMBER BASE EL= 370.57
/
REQUIRED PRIOR TO CONSTRUCTION) /
GRAVEL BASE EL= 370.07
11
CONTECH "CHAMBERMAXX" (CORREGATED
HDPE OPEN BOTTOM CHAMBER UNIT)
12"
51"
12"
STORMWATER DETENTION CHAMBER
TYPICAL SECTION
NOT TO SCALE
FINISH GROUND
CATCH BASIN 4 J `ZANULL 31AR1 UI1I1) kJ MIU unmmDCR UIVIIJ) `31
(TYPE 1) 37.3 FT DETENTION CHAMBER LENGTH
(370 CF LIVE STORAGE VOLUME)
STORMWATER DETENTION CHAMBERS
ELEVATION VIEW
NOT TO SCALE
ROAD AND DRAINAGE
CATCH BASIN 5 J
FLOW CONTROL SDMH
(SEE DETAIL)
ACCESS DRIVEWAY (ROAD A)
EDMONDS WAY MULTI -FAMILY DEVELOPMENT
23220 EDMONDS WAY, EDMONDS, WA
PORTION OF THE SW 1/4, NW 1/4 OF SEC 31, TWP 27N, RGE 4E, W.M.
DATE: SCALE:
JUNE2013 H: 1"=10' V: 1"=5'
A/ / i
DRAWING:
C - 5
SHEET:
5 of 12
DESTROY ALL PRINTS BEARING PREVIOUS REVISION NUMBERS