|
S W 1/4, NW 114, SEC 24, T.24N., R.04E., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
<br />SDMH T-2
<br />/ RIM50'
<br />43.95
<br />(E=543.95' (30" CONC N & S)
<br />CB T-1 RIM=550.16'
<br />IE=547.57' (5)
<br />SDMH T-2
<br />RIM=550.14'
<br />IE=543.14' (30" CONC N & S)
<br />IE=546.29' (8" PVC NW)
<br />IE-546.29' (12" PVC W) \
<br />s°' qF FgsF
<br />�9SF�F�TTO��g9p0, 9G
<br />/ CB T-2 RIM=548.12'
<br />IE=542.49' (30" CONC E)
<br />IE=542.57' (30" CONC W)
<br />SDMH RIM=548.55' -
<br />30" CONC N,S IN
<br />30" CONC W OUT
<br />/ IE CTR CHNL=540.90'
<br />CB T-1 RIM=547.81 '
<br />IE=544.86' (12" PVC N)
<br />IE=544.86' (12" PVC S)
<br />/ IE=544.86' (12" PVC E)
<br />Al /
<br />POWER
<br />VA U
<br />so,
<br />RIM=546.21 '
<br />IE=542.81' (18" CONC S)
<br />COULD NOT LOCAT OTHER END
<br />i
<br />i
<br />Know what's below.
<br />Call before you dig.
<br />UTILITT CONFLICTNOTE:
<br />CAUTION.'
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />6" CONC WALL
<br />W/6' CHAINLINK FENCE
<br />W/BARB WIRE TOP
<br />Cyq/N""�:�K ENCE
<br />1V7938 39''W 407 a
<br />SCALE: I" = 30'
<br />30' 15' 0 30' 6 '
<br />\ \L GATE L 6' CHAINLINK BARRIER 2' HIGH
<br />UND LEAD & \ FENCE W/BARB
<br />TACK \ WIRE TOP FOUND REBAR & CAP
<br />"KNA 11033" "G4 INC 9435"
<br />15' WATER EASEMENT
<br />AFJ90070602JI
<br />SITE PLAN A
<br />1. REFER TO SHEE C3 FOR I REPAVING ASPHALT.
<br />2. CONCRETE CURB PER DETTAIL 1/A1.2. & CIVIL DRAWINGS.
<br />J. CONCRETE SIDEWALK. SEE DETAIL 1/A1.2. & CIVIL DRAWINGS.
<br />4. HANDICAP PARKI�G STALL WITH PAINTED WALKWAY, CURB CUT AND SIGN.
<br />SEE DETAILS 3, 4 & 10 A1.2. & CIVIL DRAWINGS.
<br />5. PAINTED PARKING STRIPING, 4" WIDE LINES. LENGTH AS INDICATED ON
<br />PLAN. COLOR: TRAFFIC WHITE.
<br />6. LIGHT POLE AND BASE. SEE DET. 7/A1.2.-VERIFY LOCATIONS IN FIELD.
<br />7. EXISTING FIRE HYDRANT TO REMAIN. SEE CIVIL DRAWINGS.
<br />8. CONCRETE WHEELSTOP PER DET. 6/AI.2. - 6'-0" LONG CURB. SET
<br />FACE OF CURB 2'-0' FROM HEAD OF PARKING STALL.
<br />9. PIPE GUARD PER DETAIL 9.A1.2. - VERIFY LOCATIONS W/FLOOR PLAN.
<br />10. RELOCATE TRANSFORMER PER ELECTRICAL.
<br />11. RELOCATE EXISTING FLAGPOLE W/NEW CONCRETE BASE PER DETAIL.
<br />81A 1.2.
<br />12. RELOCATE EXISTING FIRE SPRINKLER VALVE PER CIVIL DRAWINGS, AND
<br />SPRINKLER PERMIT. FDC CAPS #3403 PER THE CITY OF EVERETT.
<br />13. REMOVE EXISTING PLANTER, CURB, LIGHT POLES, FLAGPOLES AND
<br />SPRINKLER VALVE AS REQUIRED. REPLACE END CAP AND ASPHALT PER
<br />SHEET C3.
<br />14. EXISTING EXTERIOR SIGN - HBS-10X 10 GEN 3 PYLONS TO REMAIN.
<br />15. CONCRETE CURB ENDCAP PER DETAIL I11A1.2 & CIVIL DRAWINGS -
<br />VERIFY LOCATION W/CIVIL GRADING PLANS.
<br />16. RELOCATE IRRIGATION CONTROL VALVE - REFER TO CIVIL PLANS,
<br />17. EXISTING T.S. RAILS AND GATE TO REMAIN.
<br />i
<br />LEGEND
<br />FOUND REBAR & CAP
<br />"LS 9435"
<br />NEW 10'-0* TYPE I
<br />LANDSCAPING ® REAR
<br />INLINK FENCE
<br />KEYSTONE
<br />FENCE
<br />- -IL-PINT (DEAD)
<br />- - I
<br />7' I
<br />E=549.26' (12" PVC ) RR
<br />AIRR -CHAINLINK
<br />�ENCE W/BARB
<br />1E=549.29' (12" PVC V) WIRE TOP
<br />IE=549.64' (6" PVC E),
<br />PLAN VE®
<br />�13 g
<br />PUBLIC SERVICES D T
<br />DRAINAGE I EROSION PUBLIC WORKS
<br />WATER I
<br />DEPARTMENT
<br />A PUBLIC WORKS PERMIT IS
<br />SEWER ANY
<br />PRIOR TO STARTING
<br />ANY CONSTRUCTION ON THIS
<br />!*� PROJECT. APPROVAL FOR THIS
<br />PROJECT IS CONDITIONAL PER
<br />TRAFFIC CURRENT CITY STANDARDS AND
<br />EXPIRES UNLESS
<br />PERMIT FOR CONSTRUCTION HAS
<br />zCITY ER I EER BEEN ISSUED.
<br />SHEETINDEX
<br />C1.0
<br />COVER SHEET
<br />C2.0
<br />GRADING & SWPP PLAN
<br />C3.0
<br />PAVING AND UTILITY PLAN
<br />C4.0
<br />EXISTING FEATURES MAP
<br />MONUMENT IN CASE AS NOTED
<br />0
<br />FOUND SURVEY MARKER AS NOTED
<br />SEWER MANHOLE
<br />SEWER CLEANOUT
<br />STORMDRAIN MANHOLE
<br />❑C7
<br />CATCH BASIN
<br />FIRE HYDRANT
<br />'c�
<br />FIRE DEPARTMENT CONNECTION
<br />®
<br />WATER METER
<br />pQ
<br />IRRIGATION CONTROL VALVE
<br />>a
<br />WATER VALVE
<br />71.,
<br />UTILITY POLE
<br />®
<br />POWER METER
<br />LIGHT POLE
<br />QT
<br />TELEPHONE MANHOLE
<br />G®
<br />GAS METER
<br />GV
<br />m
<br />GAS VALVE
<br />.g-
<br />BOLLARD
<br />-�
<br />SIGN
<br />®
<br />MAILBOX
<br />PINE TREE
<br />-X -
<br />FENCE TYPE NOTED
<br />- P
<br />OVERHEAD UTILITIES
<br />- W-
<br />WATER
<br />-SS-
<br />SEWER
<br />-SD-
<br />STORMDRAIN
<br />- G-
<br />GAS
<br />PROPERTY LINE
<br />X X
<br />EXISTING FENCE LINE
<br />//// //// ///
<br />EDGE OF EXISTING PAVEMENT
<br />XXX - - - - - - - - - - -
<br />EXISTING CONTOURS
<br />XXX
<br />PROPOSED CONTOURS
<br />PRE-EXISTING DRAINAGE PATTERN
<br />PROPOSED STORM
<br />PROPOSED SEWER
<br />PROPOSED WATER
<br />PROPOSED ASPHALT
<br />PROPOSED CONCRETE
<br />®
<br />PROPOSED BUILDING ADDITION
<br />LEGAL DESCRIPTION
<br />THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST
<br />QUARTER OF SECTION 24, TOWNSHIP 28 NORTH, RANGE 4 EAST,
<br />W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS
<br />FOLLOWS:
<br />COMMENCING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION;
<br />THENCE NORTH 0'29'49" WEST ALONG THE EAST LINE THEREOF A
<br />DISTANCE OF 533.00 FEET TO THE TRUE POINT OF BEGINNING, -
<br />THENCE CONTINUING NORTH 0'29'49" WEST 256.92 FEET;
<br />THENCE NORTH 80'5438" WEST 407.27 FEET TO INTERSECT THE
<br />SOUTHERLY MARGIN OF EVERETT MALL WAY (BROADWAY CUT-OFF)
<br />AT A POINT ON THE ARC OF A CURVE FROM WHICH THE CENTER
<br />LINES SOUTH 56'29'07" EAST 1,855.72 FEET DISTANT,•
<br />THENCE SOUTHWESTERLY ALONG SAID ROAD MARGIN AND CURVE TO
<br />THE LEFT THROUGH A CENTER ANGLE OF 1'36'47" AN ARC
<br />DISTANCE OF 52.24 FEET TO A POINT OF TANGENCY ON THE
<br />SOUTHEASTERLY MARGIN OF EVERGREEN WAY (PACIFIC HIGHWAY);
<br />THENCE SOUTH 31'54'06" WEST ALONG SAID HIGHWAY MARGIN
<br />263.16 FEET
<br />THENCE SOUTH 81'16'03 EAST 409.46 FEET,•
<br />THENCE NORTH 81'24'05" EAST 48.52 FEET,•
<br />THENCE NORTH 8930'11 " EAST 119.00 FEET TO THE TRUE POINT
<br />OF BEGINNING;
<br />BEING LOT 2 AND A PORTION OF LOT 3 OF CITY OF EVERETT
<br />SHORT PLAT RECORDED UNDER AUDITOR'S FILE NO. 9003020296,
<br />RECORDS OF SAID COUNTY.
<br />9FOT rn o�
<br />r
<br />OLIVIA PARK
<br />C,-SITE
<br />108TH 108TH
<br />__Ts>
<br />N 112TH 112TH
<br />W E
<br />VI R'_-2:0V00'
<br />S ALE:
<br />VICINITY MAP
<br />SCALE: 1 "--2000'
<br />LOUIPMENTAND PROCEDURE
<br />EQUIPMENT. 3" OR LESS TOTAL STATION AND/OR GNSS
<br />NETWORK ROVER
<br />METHOD: FIELD TRAVERSE AND/OR WASHINGTON STATE
<br />REFERENCE NETWORK GNSS
<br />THE CLOSURES OF THIS FIELD TRAVERSE CONDUCTED DURING
<br />THIS SURVEY MEET OR EXCEED THE MINIMUM CLOSURE
<br />STANDARDS STATED IN WAC 332-130-090.
<br />NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD
<br />WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE
<br />SHOWN.
<br />BASIS OF BEARING: NORTH 00'45'50" EAST ALONG THE WEST
<br />LINE OF THE NORTHWEST QUARTER OF SECTION 24,
<br />TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M.
<br />BM
<br />FOUND REBAR AND CAP STAMPED "WEI 16916" LOCATED AT
<br />THE SOUTHWEST PROPERTY CORNER
<br />ELEV. = 546.97'
<br />BENCHMARK DERIVED FROM MULTIPLE GPS OCCUPATIONS
<br />UTILIZING THE WASHINGTON STATE REFERENCE NETWORK
<br />DATUM:
<br />NAVD88 - NGV029 = 3.68'
<br />ENGINEER SURVEYOR
<br />INSIGHT ENGINEERING COMPANY A,S.P,L
<br />P.O. BOX 1478 5205 S 2ND AVE. STE. A
<br />EVERETT WA 98206 EVERETT, WA 98203
<br />CONTACT. BRIAN R. KALAB, P.E. PH: (425) 252-1864
<br />PH: (425) 303-9363
<br />FAX (425) 303-9362
<br />OWNER/APPLICANT ARCHITECT/CONTACT
<br />SR KLEIN FISH ON INVESTMENT LLC 2812 ARCHITECTURE
<br />P.O. BOX 3830 2812 COLBY AVE
<br />EVERETT, WA 98213 EVERETT, WA 98201
<br />CONTACT ADAM CLARK
<br />PH: (425) 252-2153
<br />(ALSO KNOWN AS LOT 1 OF BINDING SITE PLAN RECORDED UNDER INSIGHT ENGINEERING CO.
<br />AUDITOR'S FILE NO. 9702075003) P.Q. BOX - 1478
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. EVERETT, WA 98206
<br />REV. NO.
<br />DESCRIPTION I INITIALS
<br />05-17-2018
<br />(425) 303-9363 (425) 303-9362 FAX
<br />- INFO@INSIGHTENGINEERING.NET
<br />SITE ADDRESS: 10611 EVERGREEN WAY,
<br />EVERETT, WA. 98204
<br />DATE TAX ACCOUNT NO.'S: 28042400203100
<br />SW 114, NW 114, SEC 24, T.24N., R.04E., W.M.
<br />KLEIN HONDA
<br />DWG FILENAME DESIGNED BY. DATE: SCALE: I JOB NO.:
<br />170887.DWG JRC 10-13-2017 1 "=30' 17-0887
<br />SHEET
<br />COVER SHEET I C1, 0
<br />�--- re
<br />LU L!J
<br />iL
<br />wW
<br />Uj > 0
<br />L L.
<br />0a
<br />LLU
<br />Lij
<br />
|