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<br />&WGRALSEN CONSULTING ENGINEERS, INC.
<br />HELIX DESIGN GROUP
<br />MIGIZI GROUP
<br />lW15 MND AVENUE SOUTH
<br />W21 12TH ST E SAE 201
<br />201 160TH ST S STE 401
<br />KEW. WA 9B032
<br />TACOMA WA 90424
<br />TAC NA, WA 98448
<br />CONTACT: BENAMIN EWRIDGE, PE
<br />CONTACT: TRANS NESS. WED M
<br />CONTACT: ZACH MGM, W
<br />PHONE: 425-251-62M
<br />PHONE: 253-922-9OS7
<br />PHONE 253-537-9400
<br />WNEYOR
<br />DEVELOPER
<br />&WGHAMEN CONSULTING ENGINEERS, INC.
<br />PORTER INVESTMENT PROPERTIES, LLC
<br />DUDS 72ND AVENUE SOUTH
<br />525 S STACY ST
<br />KEW, WA 90032
<br />SEATTIE, WA 981M
<br />CONTACT: RYAN LEE, RES
<br />CONTACT: MICHAM PORTER
<br />PHONE: 425-251-62M
<br />PHONE: 206-704-1810
<br />EMAIL MICHAELPOGREENWOODHEATNG.CM
<br />:NIQAFidcLllim
<br />C2 - GYERP STE PLAN L2 - PLANT SCHEDULE & IFNNSCAPE NOTES
<br />0 - EXISTING CONDITIONS MAP L3 - IANQSCARE DU=
<br />C4 - DEMOWION AND TESC PLAN LA - IRRIGATION PUN
<br />C5 - TESC NOTES AND DETAILS L5 - IRRIQTCN SCHEDULE & DETAILS
<br />C6 - GRADING AND DRAINAGE PLAN L6 - IRRIGATION DETAILS
<br />C7 - GRADING SECTIONS V - IRRIGATION DETAILS
<br />C8 - WATER PLAN
<br />C9 - CONSTRUCTION NOTES AND DETAILS
<br />C10 - CONSTRUMON NOTES AND DETAILS
<br />C11 - CONSTRUCTION NOTES AND DETAILS
<br />GEOlECHMCALREPORTNOTES
<br />1. THE FOLLOWING GEOTECHNICAL REPORT WAS PREPARED MR THE SIDE:
<br />SOILS REPORTS: GEOIECHNICAL ENGINEERING REPORT
<br />PROJECT NUMBER: Z0219
<br />DATE MRIL 22. 20U
<br />PREPARED BY: MIGIZI GROUP
<br />M BOX 44840
<br />TAMMA WA 9&
<br />2. T SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
<br />ALL PROASIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND
<br />COMPLIED WITH DURING ALL PHASES OF THE SITE PREPMATON, GRADING
<br />OPERATIONS, FOUNDATION, SUB, AND PAVING CONSTRUCTION.
<br />3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION
<br />SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER
<br />CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF EARMAUSEN
<br />ENGINEERS.
<br />4. A REPRESENTATIVE FOR THE SDILS ENGINEER SHALL BE AVAILABLE TO
<br />DESERVE AND APPROVE THE EWIHWORK OPERATIONS AND TO VERIFY MEW
<br />CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SI SUBMIT
<br />FEW REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE
<br />EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION
<br />OF THE SOILS INVESDCATION AND THAT THE WORK WAS PERFORMED M THE
<br />MTSFACITON OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL
<br />PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS
<br />REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE
<br />FOLLOWING BY A SOILS ENGINEER:
<br />A BUILDING FOUNDATIONS.
<br />B. PLACEMENT OF STRUCTURAL FILL MATER& BENEATH BUILDINGS AND
<br />PAVEMENT
<br />C. SUITABLE REUSE OF EXISTING ONSITE SOILS.
<br />S. THE CONTRACTOR SHAH QIMLFY MY UMITATIONS TO SOILS INSPECTIONS
<br />WITHIN BID PROPOSAL
<br />6. CONRACTOR TO COORDINATE WITH GEOT=CH FOR LOCATION AND EXTENDS
<br />DF UNSURABU IWTERVLS. UNSUFABIE MATERIALS SHALL BE MIDIGATED OR
<br />HAULED OFF SIDE IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS.
<br />SURVEY MONUMENT
<br />no
<br />PROPOSED TYPE II CATCH WIN
<br />U
<br />EX.
<br />POWER VAULT
<br />©
<br />PROPOSED
<br />TYPE I CATCH BRAIN
<br />IX.
<br />L(LUMJ
<br />w
<br />r y�
<br />PROPOSED
<br />STORM DRAIN FLOW ARROW
<br />1�
<br />PROPOSED
<br />STORM DRAINAGE LINE
<br />IX.
<br />GHE
<br />LOOT T UGNT
<br />�(
<br />PROPOSED
<br />TRENCH GRAIN
<br />EX.
<br />POMR POLE
<br />o—
<br />PROPOSED
<br />SANITARY SEWER ENE
<br />E%.
<br />JUNCTION BOX
<br />®
<br />PROPOSED
<br />SANITARY SEWER CLEANOUT
<br />EX.
<br />CATCH WIN (CB)
<br />❑
<br />PROPOSED
<br />WATERMAN
<br />EX.
<br />CATCH WIN (CB) TYPE
<br />2 O
<br />PROPOSED
<br />FIRE HYDRANT .(�«
<br />IX.
<br />SANFARY SEWER
<br />MANHOLE (SSMH)
<br />O
<br />PROPOSED
<br />WATER VALVE
<br />EX.
<br />PAS MEEK
<br />0
<br />PROPOSED
<br />CONCRETE BLOCKING
<br />EX.
<br />GAS VALVE
<br />III
<br />PROPOSED
<br />90' BEND
<br />EX.
<br />WATER VALVE (WV)
<br />PROPOSED
<br />SPOT ELEVATIONS
<br />EX.
<br />FIRE HYDRANT (FH)
<br />A
<br />EXISTING SPOT ELLVAMONS
<br />e
<br />MAIL BOX
<br />o
<br />IX.
<br />WATER META
<br />®
<br />EXISTING CONTOURS ---------------
<br />IX.
<br />SIGN
<br />a
<br />PROPOSED
<br />CONTOURS
<br />-
<br />IX.
<br />WATER UNE+v—
<br />IX.
<br />SANITARY SEWER UNE
<br />IX.
<br />STORM DRAINAGE UNE
<br />n
<br />PROPOSED
<br />ASPHALT PAVEMENT
<br />IX.
<br />POWER UNDERGROUND
<br />—P(uc)
<br />PROPOSED
<br />CONCRETE
<br />IX.
<br />POWER OVERHEAD
<br />PRanR-
<br />PAVEMENT
<br />IX.
<br />METAL FENCE
<br />•ss
<br />PROPOSED
<br />WALL
<br />EX.
<br />WOOD FENCE
<br />COVER SHEET -RECORD DRAWING
<br />FOR
<br />is GREENWOOD HEATING AND AIR
<br />KD4CaIIRre.knyyou'aq. PTN OF THE NE1/4 OF THE SW1/4 OF SEC. 239
<br />TWP. 28 NORTH, RGE. 4 EAST, W. M.
<br />CITY OF EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON
<br />OWNER: GOLDFINCH PROPERTIES. LLC
<br />PARCEL ID: 00537900000602
<br />u�1Tf4
<br />PARCEL ID, 00537900000601
<br />S24'51'01'E 193.08'
<br />n8
<br />-
<br />6d
<br />�a
<br />LOT LANE Uo
<br />u
<br />E B0®)
<br />s
<br />PROPOSED BUILDING
<br />OWNER: PORTER INVESTMENT 17,305 SF
<br />co
<br />PROPERTIES LW
<br />PARCEL ID: W53]900W0500 FF-547.00 OWNER: PORTER INVESTMENT
<br />In
<br />PPOPBTIES LLC
<br />to
<br />PARCEL ID: 005379MOOG700
<br />�1'OT`W-
<br />107.10'
<br />AIRPORT
<br />ROAD
<br />9
<br />779.08'(C) 779.10'(P)
<br />EKWATED EARTH WORK GUANTTTIES
<br />LMLMES
<br />CUT = 7,800 CUBIC YARDS
<br />POWER/GAS:
<br />SNOHOMISH COUNTY PUD
<br />EVERET. WA 90201
<br />FILL = 2,200 CUBIC YARDS
<br />(425) M-10M
<br />NET IMPORT/EXPORT = 5,800 CUBIC YARDS (EXPORT)
<br />SEWER:
<br />MUKILTEO WATER AND WASTEWATER
<br />MUKILTEO, WA 98275
<br />EARTHWORK OUAITTIES ME FOR PERMITTING PURPOSES ONLY AND
<br />(425) 355-3355
<br />SHAIL NOT BE USED FOR BIDDING PURPOSES. CONTRACTOR SHAIL
<br />PERFORM AN INDEPENDENT MALYSIS FOR THE PURPOSES OF
<br />WATER:
<br />COY OF EVERET
<br />PREPARING THEIR BID.
<br />EVERET. WA 90201
<br />(4M) M7-8999
<br />R-qn MR
<br />L=525T
<br />2`
<br />0 15®
<br />SCALE: 1'=30'
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<br />M307, WA
<br />vOwin Ana (uoi-io-scuE)
<br />BCE GENERAL ME NOTES:
<br />1. THE CONTRACTOR SHAIL OBTAIN AND HAVE AVAILABLE COPES OF THE MPUCABLE GOVERNING
<br />AGENCY STANWRDS AT THE JOB SITE DURING THE REIATED CONSTRUCDON OPERATIONS.
<br />2. CONTRACTOR SHAH ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO
<br />COMMENCING WORK.
<br />3. THE CONTRACTOR SHAIL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION AND DEPTH
<br />OF ALL EXISTING MUTES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PUNS OR NOT.
<br />UTILITIES OTHER THAN THOSE SHOWN MY EXIST ON THIS STE ONLY THOSE UTILITIES WITH
<br />EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING
<br />PROVIDED BY OTHERS ME SHOWN HEREON. EXISTING UNDERGROUND UTILITY WCATIONS SHOWN
<br />ME APPROXIMATE ONLY AND ME SUBJECT TO A DEGREE OF UNKNOWN WATCH. SOME
<br />UNDERGROUND LDCATONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBUC RECORDS.
<br />BARMAUSEN CONSULTING ENGNEERS, INC. ASSUMES NO LlABI01Y FOR THE ACCURACY OF PUBUC
<br />RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
<br />CONSULT BMGHWJSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
<br />PROCEEDING WITH CONSTRUCTION.
<br />4. IT IS THE RESPONSIBIETY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND
<br />SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF
<br />CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RBARVE TO
<br />THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
<br />THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAWRE
<br />BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL
<br />RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK M DEFINED BY THE
<br />ORAWINGS AND IN FULL COMPLWNCE WITH LOCAL. RWUUMONS AND CODES.
<br />5. IT SHALL BE THE CONTRACTOR'S RESPONSIBIWY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED
<br />PRIOR TO CONSTRUCTION.
<br />B. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING
<br />JURISDICTON. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
<br />THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24
<br />HOURS IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION.
<br />7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE COMPACTOR SHAH CONTACT THE
<br />AGENCY AND/OR MUTT' INSPECTION PERSONNEL AND ARRANGE ANY REWIRED PRE -CONSTRUCTION
<br />MEEIING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NMFlCATION TO OWNER.
<br />FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS.
<br />B. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE
<br />LATEST OSHA STANDARDS AND REGUUTONS. OR ANY OTHER AGENCY HAVING JURISDICTION FOR
<br />EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
<br />THE 'MEANS AND METHODS' REQUIRED TO MEET THE INTENT AND PERFORMANCE CRTERIA OF
<br />OSHA AS WELL AS ANY OTHER ENTRY THAT HAS JURISDICTION MR EXCAVATION AND/OR
<br />TRENCHING PROCEDURES.
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEOWTE SAFEGUARDS, SAFETY
<br />DEVICES, PROTECTIVE EQUIPMENT, FLAMERS. AND ANY OTHER NEEDED ACTIONS M PROTECT THE
<br />UFE, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
<br />PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED
<br />RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE
<br />BAGGER FOR EACH LANE OF TRAFFIC AFFECTED.
<br />10. PRmECIVE MEASURES SHALL BE TAKEN BY THE CONiRAC'IOR TO PROTECT ALL ADJACENT PUBUC
<br />AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSIRUMON. THE CONIRIOTOR SNAIL BE
<br />RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SETNCES THAT ME TO REMAIN
<br />OPERATIONAL WITHIN THE CONSTRUMON AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
<br />11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
<br />CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL
<br />BE SUBMTTED TO EARMAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PRGIEO.
<br />12. CONTRIVCM SHALL OETNN SERVICES OF A UCENSED LAND SURVEYOR TO STAKE HORIZONTAL
<br />CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SI BE TAKEN FROM EUCITMIC
<br />PLAN FILM PROVIDED BY EARMAUSEN CONSULTING ENGINEERS, INC.
<br />13. CONTRACTOR SHALL REQUEST FROM BARCHAUSEN CONSULTING ENGINEERS, INC., PRIOR TO ANY
<br />CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET
<br />OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS 'MILL NOT BE
<br />CONSIDERED CONSTRUCTION RELEASE PLANS BY OWMAUSEN CONSULTING ENGINEES, INC.
<br />UNLESS EARGHWSEN CONSULTING ENGINEERS, INC. HAS OVEN A FORMAL WRTTEN RELEASE OR
<br />ISSUED A CONSTRUCTION RELEASE PLAN SET.
<br />CAUTION
<br />UILUY CONFLICT NOIB
<br />THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE WCATION. DIMENSION, AND DEPTH
<br />OF ALL EXISTING MUTES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE
<br />MIMES AND SURVEYING THE HORIZONTAL AND VERTICAL. LOCATION PRIOR TO CONSTRUCTION.
<br />THIS SHALL INCLUDE CALLING ML11Y LOCATE O 1-MG-424-055 AND THEN PMOUNG
<br />ALL OF THE EXISDNC MIMES AT LOCATIONS OF NEW URIM CROSSINGS TO PHYSICALLY
<br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID NUDES M SHOWN ON THESE
<br />MANS ME BAKED UPON THE UNVERIFIED PUBLIC INFORMATION AND ME SUBJECT TO VARIATION.
<br />IF CONFLCTS SHOULD OCCUR. THE CONTRACTOR SHAH CONSULT BWCHAUSEN
<br />CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEONG WITH
<br />CONSTRUCTION.
<br />CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
<br />SAL CONTROL NOTBCONTNl7L NOTE
<br />WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
<br />REPLACING ALL SURVEY MONUMENRATION THAT MAY BE AFFECTED BY CONSTRUCTION
<br />CONTRACTOR SH41 HAVE ALL PROPERTY UNES, CURB, SIDEW'ALX, STRUCTURES, CONCRETE PADS AND ANY
<br />AC11W1Y. PURSUANT TO WAC M2-120. MPUCATIONS MUST BE COMPLUM BY A
<br />OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY
<br />RMSTERED LAND SURVEYOR. MPUCKTONS FOR PERMITS TO REMOVE MONUMENTS
<br />A LICENSED SURVEYOR. UCENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY
<br />MYOF
<br />YYOBE DUNNED
<br />(RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING RUES PROVIDED BY BARGHMSEN CONSULTING
<br />ORBY CONTACTING THE OFFICE BY TELEPHONE AT ( 206) 902-1190.
<br />ENGINEERS, INC. F IS THE CONTRACTOR'S RESPONMIURY M RETRIEVE LATEST CAD RUES FROM
<br />BRGHAUSEN CONSULTING ENGINEERS INC.. RETTEMNG ANY ISSUED PUN REASONS. BARMAVSEN
<br />WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
<br />CONSULTING ENGINEERS SHAH IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF
<br />PUBUC LOUD SURVEY OFFICE
<br />EY OFF
<br />LAND SURVEY
<br />CONSTRUCTION.
<br />1111 S.E.
<br />SITE COVER DATA,
<br />P.O. BOX 47060
<br />OLYMPIA, WASHINGTON 98504-7060
<br />BUILDING: 14,447 SF (0.33 AC)
<br />UPON COMPLETION OF CONSTRUCTION, ALL MONUMENT DISPLACED, REMOVED, OR
<br />PAVEMENT: 55,958 SF (1.28 AC)
<br />CERTIFIED ALTER SURVEY DATED MRIL 8, =PERFORMED BY BMGRAUSEN CONSULTING ENGINEERS, INC. BY
<br />DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
<br />RYAN LEE, P.LS. RLEEOBARGHANSEN.COM SITE DESIGN HAS BEN BAKED ON ABOVE REFERENCED SURVEY.
<br />AT THE
<br />DIRECTION OF THE CONTRACTOR. PURSUANT TO THESE REGUUDONS. THE
<br />LANDSCAPE: 30,596 SF (0.70 AC)
<br />APPROPRIATE
<br />FORMS FOR REPLACEMENT OF SAID MONUMENTATON SHALL ALSO BE THE
<br />RESPONSIBILITY OF THE CONDUCTOR.
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