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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
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<br />FINISH
<br />3" MIN.
<br />SOLID CAP
<br />SITE SPECIFIC DATA
<br />PROJECT NUMBER
<br />11017
<br />PROJECT MIME
<br />FOUR CORNERS EVERETT
<br />PROJECT LOCATION
<br />EVERETT, Will
<br />7REA7MENT REQUIRED
<br />VOLUME BASED (CF)
<br />2—YEAR RELEASE RATE (CFS)
<br />0.1305
<br />PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE
<br />0.4539
<br />PIPE DATA
<br />I,E,
<br />MATERIAL
<br />DIAMETER
<br />INLET PIPE
<br />557.70
<br />HOPE
<br />12'
<br />OUTLET PIPE
<br />556.70
<br />HOPE
<br />12'
<br />PRE7REA7MENT
<br />BIORL79477ON
<br />DISCHARGE
<br />RIM ELEVATION
<br />565.08
<br />PER PLAN
<br />564.85
<br />SURFACE LOAD
<br />LOAD LEVEL 5 PER ASTM C1802
<br />FRAME do COVER
<br />030"
<br />30' X 48'
<br />024'
<br />WETLANDMEDIA VOLUME (CY)
<br />3,36
<br />ORIFICE SIZE (DIA. INCHES)
<br />5 EA 01.15'
<br />N07ES PRELIMINARY, NOT FOR C0N57RUC770N, FIRE TRUCK
<br />OU7RIGGER LOADING REQUIRED.
<br />WITTAL NOTE: CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR THIS
<br />MANUFACTURED TREATMENT VAULT FACILITY 774ATINCLUDES DETAILS FROM
<br />MANUFACTURER TO CONFIRM COMPLIANCE WITH THE DESIGN INFORMATION
<br />WN ON THIS PLAN. THAT SUBMITTAL SHALL ALSO INCLUDE DETAILS FOR
<br />RIOR LADDER TYPE, LOCATION, AND MATERIALS CONFORMING TO
<br />UCABLE OSHA CONFINED SPACE REQUIREMENTS AND COE DESIGN AND
<br />STRUCTION STANDARDS AND SPECIFICA71ONS (DCSS) SECTION 4 4.2(3). THIS
<br />MITTAL SHALL BE PROVIDED TO 7HE ENGINEER AND CITY INSPECTOR FOR
<br />1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND
<br />INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
<br />APPUR7FMNCES IN ACCORDANCE WITH THIS DRAWING AND THE
<br />MANUFACTURERS SPECIFICATIONS, UNLESS 07HERWISE STATED IN
<br />MANUFACTURERS CONTRACT,
<br />2. UNIT MUST BE INSTALLED ON LEVEL BASE, MANUFACTURER
<br />RECOMMENDS A MIN/MUM 6"LEVEL ROCK BASE UNLESS SPECIFIED BY
<br />THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY
<br />PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS
<br />J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE.
<br />(PIPES CANNOT IN7RUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE
<br />MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS
<br />AROUND PIPES SHALL BE SEALED WA7ER 77GHT WITH A NON —SHRINK
<br />GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL
<br />MEET OR EXCEED REGIONAL PIPE CONNEC7ON STANDARDS.
<br />4. CON7R4CT0R TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG
<br />PIPES
<br />5. CON7R4CT0R RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS,
<br />MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND
<br />HATCHES 70 MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
<br />6. DRIP OR SPRAY IRRIG477ON REQUIRED ON ALL UNITS W17H VEGETA77ON.
<br />GENERAL NOTES
<br />NERANDMED14 PERIMETER
<br />FG=564.75 BED C/L VOID AREA
<br />FG=564.83
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<br />FG=564.83
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<br />556.70
<br />1. MANUFACTURER TO PROVIDE ALL MA7ERIALS UNLESS 0771ERWISE NO70.
<br />2. ALL DIMENSIONS, ELEVATIONS, SPECIRCA77ONS AND C4PACI7IES ARE SUBJECT 70
<br />CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
<br />AND ACCESSORIES PLEASE CONTACT MANUFACTURER.
<br />STORM DRAIN TREATMENT VAULT - WQ100
<br />NOT TO SCALE
<br />PIPE EXTENSION
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<br />PLAN VIEW
<br />U'N,D'ERDAIN R
<br />IIWIIF"
<br />— FG=564.91
<br />CA TINTING
<br />INLET PIPE
<br />SEE N07ES
<br />HINGED LID PER COE STD.
<br />DET 610
<br />55 7.70
<br />6' �8'�0'� 6'
<br />9'-0'
<br />ELEVATION VIEW
<br />INTERNAL BYPASS DISCLOSURE:
<br />THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED
<br />AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE
<br />ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS
<br />CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY.
<br />RING AND COVER
<br />30" SO PAVED
<br />/ SURFACE
<br />12" PVC
<br />SLEEVE
<br />CEMENT CONC. �, ;
<br />COLLAR �� OR GMECHANICAL ASKETED PI PLUGGOT
<br />FIBER JOINT
<br />PACKING —
<br />PVC PIPE EXTENSION
<br />—HATCH CAST —IN 8" THICK CONCRETE
<br />COLLAR BY PRE —CASTER. CONTRACTOR
<br />10 SHIM/WEDGE COLLAR 70 MEET IS
<br />MANHOLE
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<br />LEFT END VIEW
<br />RIGHT END VIEW
<br />FREE DRAINING BACKFILL OR
<br />COMPACTED STRUCTURAL FILL
<br />GEOTEX71LE REINF, GRID
<br />CONT. 4' HIGH BLACK VINYL CHAIN LINK FENCE
<br />AT WALL HEIGHTS GREATER THAN 2.5'
<br />FINISHED GRADE CAP UNIT
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<br />GRID LENGTH = L (SEE N07E 2)
<br />PERE PVC DRAIN PIPE
<br />FACING
<br />FREE -DRAINING, xII
<br />CRUSHED ROCK
<br />DRAIN
<br />2
<br />SUITABLE
<br />DR DI S71 JCBED\\\j%\%
<br />�� IMPORT FILL FIND. L COMPACT \
<br />45' BEND 45' WYE DRAIN PIPE, 45' BEND �° WYE DRAIN PIPE, MATERIAL COMPACT GRAVEL EFNINGINEER
<br />PER STRUCTURAL FILL \
<br />SEE PLANS FOR SEE PLANS FOR GETOTCHNICAL ENGINEER
<br />SIZE AND TYPE SIZE AND TYPE N07ES•
<br />END PLUG END PLUG 1. THIS DETAIL PROVIDES GENERAL INFORMATION FOR THE INSTALLATION OF MECHANICALLY STABILIZED EARTH (MSE)
<br />WALLS. IT IS NOT INTENDED TO REPRESENT ALL DESIGN AND CONSTRUCTION CONSIDERATIONS SPECIFIC TO THIS
<br />PROJECT. MSE WALLS FOR THIS PROJECT SHALL BE INSTALLED PER AN APPROVED BY CITY GE07ECHNICAL
<br />ENGINEERING DESIGN AS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON.
<br />2. ALL SOIL/GRAVEL BACKF7LL, CE07EX71LE SME, LENGTHS, AND SPACING; DRAINAGE AND FOUNDATION
<br />PROVISIONS; AND OTHER METHODS, MEANS, AND MATERIALS SHALL BE IN ACCORDANCE WITH WALL SYSTEM
<br />OPEN SPACE/LOT FRONTAGE PAVED FRONTAGE MANUFACTURER AND APPROVED PROJECT GEOTECHNICAL SPECIFICATIONS.
<br />TYPICAL CLEANOUT
<br />NOT TO SCALE
<br />TYPICAL MSE WALL SECTION
<br />NOT TO SCALE
<br />MIN. EMBED PER
<br />GE07ECHNICAL ENGINEER
<br />GRADE
<br />Copyright ® 2020 CPH Consultants, U.C. All Rlghts Reserved.
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<br />THE AS —BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
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<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />CAP H
<br />CONSULTANTS
<br />Site Planning * CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • )425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3 I
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www. c p h c o n s u l t a n ts. c a
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C3.100
<br />SHEET 33 OF 62
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