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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />3 <br />0 <br />0 <br />U <br />/ <br />E <br />a <br />15 a <br />r whars below. <br />tall before wu <br />FINISH <br />3" MIN. <br />SOLID CAP <br />SITE SPECIFIC DATA <br />PROJECT NUMBER <br />11017 <br />PROJECT NAME <br />FOUR CORNERS EVERETT <br />PROJECT LOCATION <br />EWRETT, WA <br />TREATMENT 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 />PRETREATMENT <br />BIORLNA77ON <br />DISCHARGE <br />RIM ELEVATION <br />565.08 <br />PER PLAN <br />564.85 <br />SURFACE LOAD <br />LOAD LEVEL 5 PER A57M C1802 <br />FRAME do COVER <br />030' <br />30' X 48' <br />024' <br />WETLANDMEDTA VOLUME (CY) <br />3.36 <br />ORIFICE SIZE (DIA. INCHES) <br />5 EA 01.15' <br />N07ES PRELIMINARY, NOT FOR CONSTRUCTION, FIRE TRUCK <br />OUTRIGGER LOADING REQUIRED. <br />WITTAL NOTE: CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR THIS <br />NANUFACWRED TREATMENT VAULT FACILITY 774ATINCLUDES DETAILS FROM <br />MANUFACTURER TO CONFIRM COMPLIANCE WITH THE DESIGN INFORMA77ON <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 />S7RUC110N STANDARDS AND SPECIFICA71ONS (DCSS) SECTION 4 4.2(3). THIS <br />WITTAL 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 IRE <br />MANUFAC7URERS SPECIFICATIONS, UNLESS OTHERWISE 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 INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE <br />MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS <br />AROUND PIPES SHALL BE SEALED WA7ER 77GHT WI7H A NON -SHRINK <br />GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL <br />MEET OR EXCEED REGIONAL PIPE CONNEC7ON STANDARDS. <br />4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG <br />PIPES <br />5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, <br />MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND <br />HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. <br />6. DRIP OR SPRAY IRRIG477ON REQUIRED ON ALL UNITS WI7H VEGETA77ON. <br />GENERAL NOTES <br />NERANDMLDIA PERIMETER <br />FG=564.75 BED C/L VOID AM <br />FG=564.83 <br />___ ___t____ <br />@ <br />I <br />FG=564.83 <br />I <br />rvr rT <br />GMDE RiNGST <br />u <br />" y @ <br />C @ <br />@ <br />@ <br />@ <br />tl <br />556.70 <br />1. MANUFACTURER TO PROVIDE ALL MA7ERMLS UNLESS 0771ERWISE NOTED. <br />2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES 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 <br />i <br />CEMENT CONC. <br />COLLAR <br />FIBER JOINT <br />PACKING — <br />PLAN VIEW <br />UNDERDRAIN <br />MANIFOLD <br />- FG=564.91 <br />CA TINTING <br />N-INLET PIPE <br />SEE NOTES <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 />6" GASKETED SPIGOT CAP <br />OR MECHANICAL PLUG <br />PVC PIPE EXTENSION <br />-HATCH C4ST-1N 8' THICK CONCRETE <br />COLLAR BY PRE -CASTER. CONTMCT!)R <br />70 SHIM/wEDCE COLLAR 70 MEET IS <br />MANHOLE <br />0 R <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />, <br />, <br />, <br />I <br />e, <br />LEFT END VIEW <br />RIGHT END VIEW <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 12/13/2023 <br />Permit Inspector <br />CONT. 4' HIGH BLACK VINYL CHAIN LINK FENCE <br />AT WALL HEIGHTS GREATER THAN 2.5' <br />FINISHED GRADE CAP UNIT <br />/ <br />FREE DRAINING BACKFILL OR <br />COMPACTED STRUCTURAL FILL <br />GRID LENGTH = L (SEE N07E 2) <br />GEOTEX71LE REINF. GRID ! /� <br />— <br />PERE PVC DRAIN PIPE <br />iV /VAS <br />FACING <br />CRUSHED <br />DRAIN <br />TOE=PER PLAN <br />SUITABLE NATIVE OR CDOM ACBED \/ \•\\<y \/\\\\ i\ <br />�� IMPORT FILL FND. L COMPACT \ <br />45' BEND 45' WYE DRAIN PIPE, 45' BEND 45' WYE DRAIN PIPE, MATERIAL COMPACT GRAVEL FIND. PER STRUCTURAL FILL \\ <br />SEE PLANS FOR SEE PLANS FOR GE70TCHNICAL 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 BACKFILL, 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. <br />z <br />Z <br />0 <br />W <br />� <br />H <br />� <br />� <br />to <br />CC <br />in <br />Of <br />a <br />z <br />z <br />¢ <br />Y <br />W <br />3 <br />o <br />� <br />0 <br />o <br />o_ <br />3 <br />0 <br />U <br />w <br />O <br />0 <br />m <br />o, <br />0 <br />5. <br />3 <br />it <br />c-I <br />\ <br />N <br />\ <br />N <br />\ <br />\ <br />Q <br />0 <br />r <br />W <br />N <br />! 24 .4 <br />'OVAL �'� l��•I' <br />Y� <br />ti <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. <br />z <br />0 <br />z <br />z_ <br />x <br />3 <br />z <br />z <br />0 <br />U <br />x <br />i <br />0 <br />x <br />0 <br />z <br />cn <br />� <br />W <br />� <br />Q <br />� <br />z <br />0 <br />Q <br />0 <br />� <br />Z <br />0 <br />Q <br />O <br />z <br />w <br />LL <br />U <br />CLIENT <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 om <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.100 <br />SHEET 33 OF 62 <br />