|
3
<br />E
<br />0
<br />N,
<br />0
<br />ASPHALT
<br />SAWCUT
<br />CONTOUR
<br />WATER
<br />WATER METER
<br />STORM
<br />SANITARY
<br />A POWER
<br />PAINT STRIPE
<br />TYPE 1 CATCH BASIN
<br />TYPE 2 CATCH BASIN
<br />SANITARY SEWER CLEANOL
<br />SCREEN WALL
<br />GENERAL SITE NOTES: N
<br />1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE I
<br />GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION
<br />OPERATIONS.
<br />2. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED
<br />PRIOR TO COMMENCING WORK.
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION
<br />AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON
<br />THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
<br />ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND
<br />SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON.
<br />EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE
<br />SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS
<br />SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN
<br />CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC 0 20® ,
<br />RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SCALE: 1"=40' /
<br />4. IT THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL THE DRAWINGS AND /.
<br />SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR
<br />R TO THE INITIATION
<br />OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS � g
<br />RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S
<br />RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO ,
<br />THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT
<br />ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE
<br />CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND
<br />IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5' HIGH VOLTAGE
<br />EASEMENT
<br />5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIESIn
<br />INVOLVED PRIOR TO CONSTRUCTION.
<br />6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
<br />GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED
<br />BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTORS 1
<br />RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING
<br />ALL CONSTRUCTION. /
<br />7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL '
<br />CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY )-
<br />REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK
<br />MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF
<br />PRE -CONSTRUCTION MEETINGS.
<br />8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY
<br />WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING
<br />JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS
<br />RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE 20' SITERUBAN
<br />INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT TRAIL EASEMENT
<br />HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
<br />9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
<br />TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
<br />PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
<br />CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
<br />NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
<br />TRAFFIC AFFECTED.
<br />10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL
<br />ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE r
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY
<br />SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA
<br />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
<br />INFORMATION SHALL BE SUBMITTED TO BARGRAUSEN CONSULTING ENGINEERS. INC. AT SITE INFORMATION
<br />COMPLETION OF PROJECT.
<br />EXISTING ON -SITE SURFACE AREAS
<br />12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE TOTAL SITE AREA: 85,949 SF (1.97 AC)
<br />HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TOTAL IMPERVIOUS: 61,946 SF (1.42 AC)
<br />TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING PERVIOUS/1ANDSCAPE AREA: 24,003 SF (0.55 AC)
<br />ENGINEERS INC.
<br />PROPOSED ON -SITE SURFACE AREAS
<br />13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS. INC.. PRIOR TOTAL SITE AREA: 85.949 SF (1.97 AC)
<br />T ANY CONSTRUCTION STAKING OR CONSTRUCTION RK A FORMCONSTRUCTIONTOTAL IMPERVIOUS: 67053 SF 1.54 AC 0 CONS UC 0RELEASE
<br />WO AL ( )
<br />RELEASE PLAN SET OR SPECIFIC RELEASE T WRITING. THE APPROVED AGENCY PERMIT TOTAL PERVIOUS/LANDSCAPE AREA: 18,896 SF
<br />DRAWINGS WILL NOT BE CONSIDERED UNGES CONSTRUCTION RELEASE PLANS BY RS. INC. HAS
<br />(0.43 AC)
<br />CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS
<br />GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. PARKING STALL INFORMATION
<br />PARKING STALLS REQUIRED: 25 (1 STALL/200 SF)
<br />STANDARD PARKING STALLS: 63
<br />COMPACT PARKING STALLS: 0
<br />ADA PARKING STALLS: 3
<br />TOTAL PARKING STALLS PROVIDED: 66
<br />LEGEND:
<br />PROPOSED xE ISTING
<br />CURB AND GUTTER
<br />CURB
<br />BARRIER CURB PAINT STRIPE
<br />CONCRETE CONCRETE
<br />CONTOUR
<br />--------------
<br />W
<br />G
<br />-P -
<br />WATER
<br />STORM
<br />TYPE 1 CATCH BASIN
<br />SANITARY
<br />SS MANHOLE
<br />GAS
<br />POWER OVERHEAD
<br />POWER UNDERGROUND
<br />GRAVEL/SAND (AS NOTED)
<br />ASPHALT
<br />BUILDING LINE
<br />WATER LINE
<br />OH/UG TEL. LINE
<br />COVER SHEET CLIENT
<br />CHICK-FIL-A
<br />FOR 15635 ALTON PARKWAY, SUITE 350 f
<br />CHICK-FIL-A EVERETT RVINE, CA 92618 In
<br />CONTACT: STEVE SCHWARTZ 94TH ST SEIn
<br />EMAIL: STEVE.SCHWARTZDCFACORP.COM
<br />SECTION 18, TWP. 28 N., RGE 4 EAST, W. M. ARCHITECT
<br />EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON
<br />WARE MALCOMB
<br />ill 3015 O 112TH AVE
<br />NE /205
<br />BELLUE 9 0 WA
<br />I� Q Q TEL: (310) 903-4021 E
<br />" a\x
<br />Q0 D CONTACT: DIANE CUD
<br />0 EMAIL: DGUODWAREMALCOMB.COM wpv SITE
<br />wLTACE ENGINEER/SURVEY R
<br />ENT / BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />18215 72ND AVE. SOUTH
<br />�..j KENT, WA 98032
<br />TEL: (425) 251-6222
<br />FAX: (425) 251-8782
<br />CONTACT: ALEX BELL, P.E.
<br />1 74,0) OWEN HILLE, P.L.S
<br />LANDSCAPE ARCHITECT
<br />BARGHAUSEN CONSULTING ENGINEERS, INC.
<br />18215 72ND AVE. SOUTH \
<br />KENT, WA 98032-.�
<br />OPUO 30. X 70' SNOPUDI TEL: (425) 251-6222
<br />:ASEMENi EASEMENT 13952311 FAX: (425) 251-8782 VICINITY MAP EVERETTWA
<br />CONTACT: JEFF VARLEY, R.I.A.RMS.
<br />GEOTECHNICAI
<br />O
<br />4
<br />InTERRACON CONSULTANTS, INC.
<br />ig
<br />T
<br />21905 64TH AVENUE WEST SUITE 100,
<br />r
<br />MOUNTLAKE TERRACE, WA 980/3
<br />(425) 771-3304
<br />CONTACT: DENNIS R. STETTLER, P.E.
<br />PROJECT INFORMATION
<br />ai� ItHORIZONTAL
<br />' 0
<br />DATUM FOR THIS IS
<br />GNAD
<br />0 0 O O STATE PLANE COORDINATE SYSTEM,ORTHWTON ZONE
<br />83/2011 PER CPS OBSERVATIONS UTILIZING THE
<br />WASHINGTON STATE REFERENCE NETWORK.
<br />PROPERTY ADDRESS
<br />yT I 1124 SE EVERETT MALL WAY, EVERETT, WA
<br />r
<br />A t.
<br />FLOOD ZONE INFORMATION
<br />Y
<br />- DESIGNATION OF THE ROOD ZONE CI PER
<br />FLO
<br />.
<br />,J-:-`
<br />FIRM MAP NUMBER EFFECTIVE DUNE 19,
<br />19,
<br />y
<br />AND DOWNLOADED FROM FEW MAP
<br />- 7' STRIP ALONG PUS 202 DED F OM FEG. AMAE
<br />CENT APRIL
<br />UNDERGROUND LINES CENTER WEBSITE (hltp://msc lema.gov) ON APRIL IB,
<br />o EASEMENT 8003050193 2022:
<br />ry
<br />ZONE "X" - AREAS DETERMINED TO SE OUTSIDE THE
<br />0.2% CHANCE FLOODPIAIN
<br />I'
<br />I
<br />•! i'
<br />v
<br />- fl PARCEL NUMBERS:
<br />28051800401400 k 28051800405200
<br />_ - U
<br />CIVIL INDEX
<br />Sheet Number
<br />Sheol Title
<br />C1.0
<br />COVER SHEET
<br />CIA
<br />TESL AND DEMOLITION PLAN
<br />C1.2
<br />TESC AND DEMOLITION DETAILS
<br />C2.0
<br />SITE PLAN
<br />C2.1
<br />HORIZONTAL CONTROL PLAN
<br />C3.0
<br />ORNNAGE PLAN
<br />C3.1
<br />GRADING PLAN - NORTH
<br />C3.2
<br />GRADING PLAN - SOUTH
<br />C3.3
<br />GRADING PLAN - EVERETT MALL WAY
<br />C3.4
<br />UTILITY PLAN
<br />C4.0
<br />CFA DETAILS
<br />CILI
<br />CFA DETAILS
<br />C4.2
<br />CFA DETAILS
<br />C5.0
<br />DETAILS
<br />C5.1
<br />DETAILS
<br />C5.2
<br />DETAILS
<br />C5.3
<br />DETAILS
<br />a W-
<br />OQOO
<br />0
<br />0 0
<br />O 19 o 0 0 0
<br />Chick-fil-A
<br />5200 Buffington Road
<br />Atlanta, Georgia 30349-
<br />2998
<br />D [i]
<br />Barghausen
<br />Consulting Engineers, Inc.
<br />T
<br />C
<br />W MALL DRIVE (PRIVATE ACCESS ROAD)
<br />11
<br />F7 rri r r/ rri rr iT
<br />GEOTECHNICAL REPORT NOTES
<br />I. THE FOLLOWING GEOTECHNICAL REPORTS FOR THE
<br />SITE SHALL BE CONSIDERED PART OF THESE
<br />CONSTRUCTION DOCUMENTS:
<br />SOILS REPORTS: GEOTECHNICAL ENGINEERING REPORT
<br />JOB NUMBER: 81205235
<br />DATE: APRIL 15, 2022
<br />PREPARED BY: TERRACON CONSULTANTS. INC.
<br />21905 64TH AVE. W, SUITE 100
<br />MOUNTLAKE TERRACE, WA 98043
<br />2. IT SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR TO ENSURE THAT ALL PROVISIONS
<br />OF THE SOILS REPORT FOR THE SITE BE
<br />OBSERVED AND COMPLIED WITH DURING ALL
<br />PHASES OF THE SITE PREPARATION. GRADING
<br />OPERATIONS. FOUNDATION, SLAB. AND PAVING
<br />CONSTRUCTION.
<br />i7
<br />LUMINAIRE (LUM.)
<br />3, ANY PROVISIONS OF THE SOILS REPORT WHICH
<br />YARD LIGHT
<br />pp
<br />CONFLICT WITH INFORMATION SHOWN ELSEWHERE
<br />ON THESE DRAWINGS, OR WHICH REQUIRE
<br />POWER METER
<br />BI
<br />FURTHER CLARIFICATION, SHALL BE BROUGHT TO
<br />POWER POLE
<br />o
<br />THE ATTENTION OF THE ARCHITECT/ENGINEER FOR
<br />-432- -
<br />DETERMINATION.
<br />JUNCTION BOX (AS NOTED)
<br />0
<br />CATCH BASIN (CB)
<br />0
<br />4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL
<br />- -W- -W-
<br />BE AVAILABLE TO OBSERVE AND APPROVE THE
<br />STORM MANHOLE (SDMH)
<br />EI
<br />EARTHWORK OPERATIONS AND TO VERIFY FIELD
<br />-- - SD---
<br />SANITARY SEWER MANHOLE SSMH
<br />( )
<br />CONDITIONS AS WORK PROCEEDS. THE SOILS
<br />ENGINEER SHALL SUBMIT FIELD REPORTS
<br />CLEANOUT (AS NOTED)
<br />o
<br />CERTIFYING THAT THE METHODS AND MATERIALS
<br />PE
<br />OF THE EARTHWORK E IN
<br />GAS METER
<br />ERATIONS COMME COMMENDATIONS ONS OF
<br />ACCORDANCE WITH THE
<br />-55-
<br />GAS VALVE
<br />THE OILSPERFINVESTIGATIONTHATSATISTHE WORK
<br />NVE TIG T
<br />WATER VALVE
<br />WAS HIS/HER N.
<br />O
<br />(WV)
<br />FIRE HYDRANT(FH)
<br />R
<br />5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT
<br />- G
<br />LEAST FIVE (5) WORKING DAYS PRIOR TO ANY
<br />CONNECTION(FDC)
<br />Q
<br />SITE CLEARING OR GRADING.
<br />-P (OH) -
<br />WATER METER
<br />IF
<br />P (UI
<br />ESTIMATED
<br />EARTHWORK
<br />QUANTITIES
<br />SIGN
<br />a
<br />DIRECTIONAL ARROW
<br />CUT: 7,000 CY
<br />FILL: 2,000 CY
<br />0
<br />BOLLARD®
<br />NET: 5,000 CY (CUT)
<br />/
<br />CONIFEROUS TREE
<br />N`1
<br />AREA TO BE DISTURBED = 1.97 AC
<br />- W _
<br />DECIDUOUS TREE
<br />EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDENT ON SOIL
<br />T1 I
<br />CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD
<br />PERFORM INDEPENDENT ESTIMATE FOR BIDDING.
<br />4 1 3
<br />I
<br />MONUMENT PROTECTION NOTE:
<br />CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR
<br />LEGAL DESCRIPTION
<br />TO CONSTRUCTION AND PROTECT FROM DISTURBANCE DESTRUCTION TO THE MAXIMUM EXTENT /
<br />(PER FIRST AMERICAN TITLE INSURANCE COMPANY FILE NO.: 1002407-SD. DATED
<br />FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION,
<br />CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY RCW 58.24.040
<br />NOVEMTHE
<br />23, 2021)
<br />AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE
<br />PARCEL A
<br />_�'
<br />THAT PORTION OF THE SOUTHEAST OF SECTION TOWNSHIP 28
<br />DEPARTMENT OF NATURAL RESOURCES PRIOR TO DISTURBANCE/DESTRUCTION RELOCATION
<br />SNOHOMISH HI
<br />NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON. DESCRIBED AS
<br />GI
<br />OR REPLACEMENT (WAG 332 APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND
<br />FOLLOWS:
<br />SURVEYOR AND MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
<br />OBTAINED
<br />BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE
<br />RESOURCES:
<br />NORTH OP WEST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER A
<br />DISTANCE OFF 98 982.33 FEET TOTHE TRUE POINT BEGINNING; THENCE CONTINUE
<br />WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
<br />.1 M
<br />WEST FEET SOUTH MARGIN OF FORMER N0. 1
<br />NORTH OEYED
<br />PUBLIC LAND SURVEY OFFICE
<br />T"
<br />STATE O IN DEED RECORDED UNDER
<br />AS CONVEYED TO THE STATE OF WASHINGTON DE
<br />1111 WASHINGTON STREET S.E.
<br />R 1 J THENCE NORTH 74 ' SOUTH
<br />'0
<br />RECORDING N0. 5 63 0. ENCE NO 6 500 FAST ALONG SAID
<br />P.O. BOX 47060
<br />COUNTY PUBLIC UTILITY
<br />MARGIN 284.35 FEET TO WEST MARGIN OF SDFIC
<br />OLYMPIA, WASHINGTON 98504-7060
<br />DISTRICT RIGHT-OF-WAY ALSO KNOWN AS PACIFIC NORTHWEST TRACTION COMPANY
<br />NO
<br />(206)902-1190
<br />RIGHT-OF-WAY; THENCE SOUTH 0715'00' FAST A DISTANCE OF 319.37 FEET;
<br />THENCE SOUTH 8745'00" WEST 269.23 FEET TO THE TRUE POINT OF BEGINNING.
<br />UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED
<br />PARCEL B:
<br />THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT
<br />THAT PORTION OF THE SOUTHEAST OVARTER OF SECTION 18, TOWNSHIP 28
<br />THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
<br />NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DECRIBED AS
<br />APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
<br />FOLLOWS:
<br />RESPONSIBILITY OF THE CONTRACTOR.
<br />COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST OUARTER; THENCE
<br />NORTH 01'43'32" WEST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER A
<br />DISTANCE OF 1204.46 FEET TO THE SOUTH MARGIN OF EVERETT MALL WAY AND
<br />THE TRUE POINT OF BEGINNING. SAID POINT BEING 100.00 FEET SOUTHEASTERLY,
<br />SITE PLAN NOTE:
<br />WHEN MEASURED AT RIGHT ANGLES FROM THE CENTERLINE OF EVERETT MALL WAY
<br />(FORMERLY SOUTH BROADWAY AND PRIMARY STATE HIGHWAY 140. 1); THENCE
<br />SITE PLAN HAS BEEN PROVIDED BY WARE MALCOMB.
<br />NORTH 0715'00" WEST ALONG THE PROLONGATION OF SAID WEST MARGIN 42.57
<br />BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OF THE SITE PLAN.
<br />FEET TO A POINT, SAID POINT BEING 60.00 FEET SOUTHEASTERLY, WHEN
<br />MEASURED AT RIGHT ANGLES FROM THE CENTERLINE OF EVERETT MALL WAY;
<br />THENCE SOUTH 671 WEST PARALLEL WITH THE CENERUNE OF EVERETT MALL
<br />HORIZONTAL CONTROL NOTE:
<br />WAY A DISTANCE OF 283.94 FEET TO THE WEST LINE OF SAID SOUTHEAST
<br />QUARTER; THENCE SOUTH 01'43'32" EAT ALONG SAID WEST LINE, A DISTANCE
<br />CONTRACTOR SHALL HAVE ALL PROPERTY LINES. CURB, SIDEWALK, STRUCTURES, CONCRETE PADS
<br />42.7t FEET TO THE TRUE POINT OF BEGINNING.
<br />AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED
<br />PPARCEI_C:
<br />FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS
<br />N
<br />EASEMENTS FOR INGRESS, EGRESS, PARKING, UTILITIES AND
<br />NONERIAN
<br />USING COORDINATE GEOMETRY RECTIFIED TO SITE CONTROL CONTAINED IN CAD DRAWING FILES
<br />PEDESTRIAN USE ALL AS MORE PARTICULARLY SET FORTH INSTRUMENT ENTITLED
<br />USE
<br />( )
<br />"DECLARATION OF ESTABLISHMENT OF RESTRICTIONS AND COVENANTS AFFECTING
<br />PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S
<br />LAND" RECORDED OCTOBER 21, 1968 UNDER SNOHOMISH COUNTY RECORDING NO.
<br />RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC.,
<br />2059923, BEING A RE-RECORDING OF SNOHOMISH COUNTY RECORDING NO.
<br />REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL
<br />2059202 AND AMENDMENTS THERETO RECORDED APRIL 27, 1970. DECEMBER 15.
<br />IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
<br />1970, JUNE 10, 1977. OCTOBER 2, 1987, JANUARY 9, 1989, JULY 23, 2008 AND
<br />B
<br />18215 72nd Avenue South
<br />Kent, WA.98032
<br />425.251.6222
<br />barghausen.com
<br />06
<br />Q � �
<br />J
<br />U=j L � 00
<br />Q
<br />1 W 00
<br />LU
<br />Q
<br />W
<br />LLILU
<br />W JLU
<br />=jQ�w
<br />VW �w
<br />FSR#04669
<br />BUILDING TYPE I SIZE'.
<br />RELEASE'
<br />REVISION SCHEDULE
<br />NO. DATE DESCRIPTION
<br />21row1, 21ro2u2, uUbILU2.515, enUu21.1132, 691.11VULIUM, 2UUW/Zw IJU,
<br />UTILITY CONFLICT NOTE:
<br />201210030052 AND 201210030054. AND ASSIGNMENT OF REA RECORDED UNDER
<br />RECORDING NO. 200406080933, AND ASSIGNMENT AND ASSUMPTION AGREEMENT
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION. AND DEPTH
<br />CONSULTANT PROJECT n 21637
<br />PERTAINING TO SAO RESTRICTIONS RECORDED UNDER RECORDING NO. 2059205
<br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br />AND CERTIFICATE RECORDED MARCH 31, 2006 UNDER RECORDING NO.
<br />PRINTEDFOR
<br />200603310141, AND BY COMMON AREA MAINTENANCE, TAXES AND INSURANCE
<br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
<br />COST SHRING AGREEMENT RECORDED MARCH 2, 2007 UNDER SNOHOMISH COUNTY
<br />THIS SHALL INCLUDE CALLING UTILITY LOCATE D 811 AND THEN POTHOLING ALL OF THE
<br />DATE 4/26/2022
<br />RECCRDING NO. 200703020683, IN SNOHOMISH COUNTY, WASHINGTON. (NOTED
<br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
<br />A
<br />DRAWN BY
<br />DOCUMENTS DEFINE, AMONG OTHER ITEMS THE ACCESS OF EVERETT MALL AND
<br />OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE
<br />ADS
<br />ADJACENT PARCELS)
<br />BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF
<br />Immnnma, "„mid a ml: aoe«e.W L a nIeILI IM.
<br />PABCELQ:
<br />CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING
<br />Hnn"suk, atime"emipti r"ecea�mn.am
<br />DRAINAGE EASEMENT AS SET FORTH IN INSTRUMENT ENTITLED "DECLARATION OF
<br />ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />_ w.+e.I w.wmnom
<br />W9IX
<br />EASEMENTS' RECORDED JUNE 14. 2001 UNDER RECORDING NO. 200105140421
<br />SHEET
<br />AS SUPPLEMENTS BY THAT 'AGREEMENT SUPPLEMENTING DECLARATION OF
<br />COVER SHEET
<br />EASEMENT' RECORDED ARIL 27. 2005 UNDER RECORDING NO. 200504270453
<br />KnowwhaPsbelOW.
<br />AND AS SET FORTH IN INGRESS -EGRESS ACCESS AGREEMENT' RECORDED
<br />OCTOBER 24. 1980 UNDER RECORDING NO. 8010240231, ALL IN SNOHOMISH
<br />J
<br />ore you V19.
<br />O Call before
<br />COUNTY, WASHINGTON. (DRAINAGE EASEMENT LOCATION NOT LOCATABLE AS
<br />Dial 811
<br />SHEET NUMBER
<br />DESCRIBED IN THE ABOVE DOCUMENTS)
<br />y^ 1 MID
<br />2
<br />1
<br />
|