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GRAPHIC SCALE
<br />0 30 60
<br />1 INCH = 30 FEET (22"x34")
<br />1 INCH = 60 FEET (11"x17)
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<br />EASEMENT PER
<br />RECORDED UNDER
<br />NO. 2244613.
<br />SOUTH QUARTER CORNER
<br />OF SECTION 30. FOUND
<br />REBAR WTH CAP "CEI LS
<br />8101", 1/07/2020
<br />1323. 1 ' (C)
<br />30 1323.47 ' (BSP)
<br />3
<br />EVERETT CHASE BANK
<br />A PORTION OF THESE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M.
<br />CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br />COVER SHEET SURVEYOR NOTES
<br />(TO BE PERMITTED SEPARATELY) :: Q FOUND 3"BRASS DISC WITH
<br />-- PUNCH MARK, IN MONUMENT
<br />r% , i% ), ;• CASE, DOWN 0.5' STAMPED
<br />♦� � / �'�"/� /,I "CITY OF EVERETT CONTROL
<br />r �r �r STATION", 3.80'W. AND
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<br />BUILDING r � ,I 0.36'N. OF CALCULATED EAST
<br />QUARTER CORNER, 1/07/2020
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<br />. • • ♦�i ,�; • � ♦ �• �z� . • .. CALCULATED EAST QUARTER CORNER
<br />JACK IN THE
<br />r�/ /r�/`���' /i f owz• ° OF SECTION 30 FROM THOMPSON
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<br />SUBDIVISION AFN 201309055002.
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<br />PROJECT INFORMATION
<br />TAX PARCEL NUMBER: 28053000408300
<br />SITE AREA: 18769 SF (0.431 AC)
<br />PROJECT ADDRESS: 1517 132ND ST SE
<br />EVERETT, WA, 98208
<br />ZONING: B -BUSINESS
<br />PROJECT DESCRIPTION
<br />THIS CONSTRUCTION SET COVERS THE SITE
<br />IMPROVEMENTS AND UTILITY CONNECTIONS FOR A
<br />FUTURE CHASE BANK BUILDING. ALL WORK
<br />ASSOCIATED WITHIN THE BUILDING PAD AREA, OTHER
<br />THAN PAD PREPARATION, IS TO BE PERFORMED UNDER
<br />A SEPARATE PERMIT.
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<br />ENGINEER ARCHITECT
<br />CONTOUR ENGINEERING LLC
<br />P.O. BOX 949
<br />GIG HARBOR, WA 98335
<br />(253) 857-5454
<br />APPLICANT
<br />TA 132ND ST LLC
<br />2600 DALLAS PKWY, STE 370
<br />FRISCO, TX 75034
<br />(469)458-0485
<br />PM DESIGN
<br />6930 DESTINY DRIVE, #100
<br />ROCKLIN, CA 95677
<br />(707) 655-4320
<br />SURVEYOR
<br />CONTOUR ENGINEERING LLC
<br />P.O. BOX 949
<br />GIG HARBOR, WA 98335
<br />(253) 857-5454
<br />LINE TABLE
<br />LINE
<br />BEARING
<br />DISTANCE
<br />L3......»
<br />..............
<br />13.91'
<br />L4
<br />...... ..........
<br />1198.4091
<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 08/14/2024
<br />Permit Inspector
<br />1. THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
<br />BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE WITH
<br />INTEGRAL ELECTRONIC DISTANCE MEASURING METER (TRIMBLE S6) AND
<br />REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS)
<br />(TRIMBLE R10). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES
<br />MEET THE STANDARDS OF WAC 332-130-090.
<br />2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY
<br />THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR
<br />INSTALLATION ARE SHOWN HEREON. A PRIVATE UTILITY LOCATE
<br />SERVICE, APS INC. MARKED OUT THE UTILITIES ONSITE ON JANUARY 16,
<br />2023.
<br />3. THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
<br />THEY EXISTED JANUARY 18, 2023, THE DATE OF THIS FIELD SURVEY.
<br />4. FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS
<br />HAVE BEEN PLACED ON THE TITLE REPORT FROM FIRST AMERICAN TITLE
<br />INSURANCE COMPANY COMMITMENT ORDER NO. NCS-933140-D-HOU1,
<br />DATED NOVEMBER 1, 2022 AT 7:30AM. NO ADDITIONAL RESEARCH HAS
<br />BEEN ATTEMPTED.
<br />5. OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR
<br />TO PROPERTY LINES.
<br />6. IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR
<br />RESERVATIONS WHICH MAY EFFECT THIS SITE.
<br />7. THE PURPOSE OF THIS SURVEY IS TO SUPPORT FUTURE POTENTIAL
<br />DEVELOPMENT.
<br />8. ELEVATION CONTOURS SHOWN HEREON ARE DERIVED FROM FIELD
<br />MEASUREMENTS AND MEET OR EXCEED THE MINIMUM ACCURACY
<br />CRITERIA OF THE NATIONAL MAPPING STANDARD, BEING ONE-HALF THE
<br />CONTOUR INTERVAL.
<br />9. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK OBSERVED
<br />AT THE TIME OF THIS FIELD SURVEY. THERE WERE ALSO NO BUILDINGS
<br />OBSERVED ON SITE AT THE TIME OF THE FIELD SURVEY.
<br />10. SURVEYOR IS NOT AWARE OF ANY PROPOSED CHANGES IN STREET RIGHT
<br />OF WAY LINES. THERE WAS NO EVIDENCE OF RECENT STREET OR
<br />SIDEWALK CONSTRUCTION OR REPAIR OBSERVED IN THE PROCESS OF
<br />CONDUCTING THE FIELD WORK.
<br />LEGAL DESCRIPTION
<br />PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO.
<br />NCS 1164649 WA1 DATED FEBRUARY 10, 2023 AT 7:30 AM):
<br />PARCEL A:
<br />LOT 2 OF CITY OF EVERETT BINDING SITE PLAN LOT 4 OF BINDING SITE
<br />AMENDMENT 97-100789-003 BG, RECORDED MARCH 19, 2021 UNDER
<br />RECORDING NO. 202103195001, BEING A PORTION OF LOT 4 OF ROUNDUP
<br />COMPANY MURPHYr S CORNER FRED MEYER'S RETAIL STORE BINDING SITE
<br />PLAN FILE NO. PFN 97-100789 BG, RECORDED FEBRUARY 20, 1998 UNDER
<br />RECORDING NO. 9802205004, NOVEMBER 18, 1998, NOVEMBER 22, 1999 AND
<br />MAY 011 2001 UNDER RECORDING NOS. 98111850011 199911225008 AND
<br />200105015005, IN SNOHOMISH COUNTY, WASHINGTON
<br />PARCEL B:
<br />AN EASEMENT FOR INGRESS, EGRESS, AND ACCESS, AS PROVIDED IN
<br />DOCUMENT RECORDED FEBRUARY 20, 1998 UNDER RECORDING NO.
<br />9802200559, WHICH WAS AMENDED BY DOCUMENTS RECORDED DECEMBER 13,
<br />1999 AND JANUARY 21, 2000 UNDER RECORDING NOS. 199912130658 AND
<br />20001210420.
<br />BASIS OF BEARING
<br />GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT
<br />GRID WASHINGTON STATE NORTH ZONE COORDINATES. THE NORTH
<br />AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2O10.00) GRID
<br />COORDINATES WERE FOUND TO BE 326022.29/1303455.71 AT A PUNCH IN A 3"
<br />BRASS DISK. IN A MONUMENT CASE FOUND 3.8' WEST AND 0.36' NORTH OF
<br />THE EAST QUARTER CORNER OF SECTION 30. THE INVERSE OF BOTH THE SEA
<br />LEVEL CORRECTION FACTOR OF 0.9999827509 AND THE GRID SCALE FACTOR
<br />OF 0.9999504408 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN
<br />GROUND DISTANCES.
<br />VERTICAL DATUM.
<br />BASE: HELD STATION SSHO AS PUBLISHED ON WASHINGTON STATE
<br />REFERENCE NETWORK WEBSITE: (HTTP://WSRN3.ORG/)(2018)
<br />ELEVATION: 322.03' (NAVD88)
<br />SITE #1: CE 5111 A SET HUB AND MAG NAIL NORTH OF THE NORTH CURB LINE
<br />OF 132ND STREET SOUTHEAST, WEST OF THE BUS STOP AS SHOWN HEREON.
<br />ELEVATION: 454.83 ' (NAVD88)
<br />SITE #2: CE 510, A SET HUN AND MAG NAIL IN A CURB ISLAND NEAR THE
<br />NORTHEAST CORNER OF THE JACK IN THE BOX AS SHOWN HEREON.
<br />ELEVATION: 456.77' (NAVD88)
<br />SHEET INDEX
<br />C1
<br />COVER SHEET
<br />C2
<br />SITE PLAN
<br />C3
<br />TESC PLAN
<br />C4
<br />TESC NOTES AND DETAILS
<br />CS
<br />GRADING PLAN
<br />C6
<br />STORMWATER PLAN
<br />C7
<br />UTILITY PLAN
<br />C8
<br />NOTES AND DETAILS
<br />C9
<br />NOTES AND DETAILS
<br />C10
<br />NOTES AND DETAILS
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<br />VICINITY MAP
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<br />SURVEY
<br />PROPOSED
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<br />CONTOURS
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<br />— —
<br />PROPERTY LINE/RIGHT-OF-WAY
<br />RIGHT-OF-WAY DEDICATION
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<br />RIGHT-OF-WAY CENTERLINE
<br />-
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<br />EASEMENT
<br />— — — — — —
<br />— — — — — —
<br />BUILDING SETBACK
<br />SD
<br />STORM DRAIN LINE
<br />SD
<br />SS
<br />SANITARY SEWER LINE
<br />SS
<br />RD
<br />ROOF DRAIN LINE
<br />RD
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<br />GAS LINE
<br />G
<br />UC
<br />UNDERGROUND COMMUNICATIONS
<br />UT
<br />OHP
<br />OVERHEAD POWER LINE
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<br />UNDERGROUND POWER LINE
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<br />WATER LINE
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<br />TYPE 2 CATCHBASIN
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<br />SANITARY SEWER CLEANOUT (SSCO)
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<br />WATER VALVE
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<br />WATER METER
<br />LIGHT STANDARD/YARD LIGHT (LS/YL)
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<br />GAS METER (GM)
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<br />GAS VALVE (GV)
<br />MONUMENT
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<br />POWER POLE (PP)
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<br />LIGHT STANDARD/YARD LIGHT (LS/YL)
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<br />TELEPHONE JUNCTION BOX
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<br />CABLE JUNCTION BOX (CJB)
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<br />SIGNAL BOX (SB)
<br />GUY WIRE (GW)
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<br />SIGN
<br />ASPHALT
<br />CONCRETE
<br />GRAVEL
<br />GRIND AND OVERLAY
<br />VERIFICATION NOTE
<br />ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
<br />IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
<br />CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
<br />WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
<br />IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
<br />PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
<br />TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
<br />THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
<br />ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
<br />CONFLICTS ARE IDENTIFIED.
<br />CALL 811 AT LEAST 48
<br />HOURS BEFORE YOU DIG
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<br />DESIGNER: K. MAUREN
<br />ENGINEER: B. ALLEN
<br />DRAWN: L. BESLER
<br />S 30 T 28 N R 05E WM
<br />DATE: 2023.09.06
<br />REVISED:
<br />PROJECT: 22-281
<br />DWG NAME: 22-281-C
<br />SHEET
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