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B it FIRE SIGNAL POLE,
<br />PROJECT BENCHMARK LIGHTPOLE
<br />CITY OF EVERETT
<br />STATION V029.
<br />EL=175.63'
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<br />IVIU/VUIVICIVI L11VC
<br />1AN1 SIRIPt
<br />LANE STRIPE
<br />LANE STRIPE
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<br />FOUND 3/4" IRON PIPE 11^
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<br />POWER
<br />VAULTS
<br />FOUND REBAR & CAP I
<br />L=36.77' 'ORA 19583, 18W4,
<br />FOUND REBAR & CAP, R=183.10' 32432' 0.10'S X 0.09'E
<br />ILLEGIBLE A=11 '30'20"
<br />0.13'S X 0.15'E
<br />C
<br />Ss
<br />GRAND A_VE`�'
<br />N01°04'25"W
<br />m
<br />x77
<br />SSMH
<br />RIM 182.75'
<br />1E 36" (N,S)=166.93'
<br />RUCK-Lx A VE
<br />\ PPAMIX QTAIPQ Al
<br />CL CURVE DATA
<br />L=181.70'
<br />R=153.10'
<br />4=67°59'56"
<br />BLOCK 3
<br />SSMH
<br />RIM 186.12'
<br />FRI DAY'S
<br />SECOND ADDITION TO EVERETT
<br />IE 36" (N,SW)=168.54'
<br />•
<br />VOL. 3, P. 56
<br />CB T-i
<br />®
<br />RIM=185.14'
<br />IE=181.01' (12" PVC E)
<br />CB T-2 W/01L WATER SEP.
<br />Know what's below.
<br />Call before you dig.
<br />RIM=185.14'
<br />IE=180.40' (12" PVC NW)
<br />IE=180.35' (12" PVC S)
<br />UTILITT CONFLICTMEE
<br />IE=180.60' (12" PVC OUT SE)
<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 />INLET BASIN
<br />RIM=176.79' z o
<br />IE=175.97' (6" DI W)
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<br />SIGNAL POLE,
<br />LIGHTPOLE
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<br />NW 1/4, SE 114, SEC.30, T.29N., R.SE., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
<br />FND. STD. CITY MON. IN
<br />CASE VISITED 06-15-11
<br />NLET BASIN
<br />l RIM=177,09'
<br />IE=176.33' (6" DI W)
<br />SSWALK EX. F.H.
<br />INLET BASIN
<br />/ RIM=178.46'
<br />IE=177.63' (6" DI NW)
<br />l 5� MONUMENT LINE
<br />BASIN
<br />® RIM=178.76'
<br />IE=177.72' (6" DI NE)
<br />W/ ROCKERY
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<br />?1 C
<br />TOP BA
<br />V ti �
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<br />FOUND REBAR
<br />& CAP '19631'
<br />SIGNAL POLE/
<br />LIGHTPOLE
<br />_I 30' EX. R/W
<br />LANbkAPE ROCKERY
<br />ITIOP=183.5
<br />70 =1 2
<br />—FOUND TACK & WASHER
<br />IN LEAD '19631', 0.10'
<br />SOUTH
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<br />EX. F.H. WATER
<br />� d � VAULT z
<br />/ 'STOP SIGN"
<br />d EXISTING SIDE SEWER
<br />(TO BE ABANDONED)
<br />Is,
<br />�0n _
<br />CB T-2
<br />RIM=187.10'
<br />IE=181.25' (12" PVC N)
<br />IE=181.30' (12" PVC E)
<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 T11E LA
<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 />Permit#: PW1807-044
<br />Site Address: 3632 RUCKER AVE
<br />Owner: MTT CONSTRUCTION LLC
<br />Tenant:
<br />THE LANDING AT PORT GARDNER
<br />App. Date: 7/27/2018
<br />Proposed Use:
<br />Description: TESC, CLEARING, MASS GRADING FOR NEW
<br />51 UNIT APT COMPLEX
<br />Reviewed By:-4-L—Date: 7/
<br />I /-Office Set bola Site Set
<br />Fire/Planning Set
<br />m J� rt:;
<br />JUL 2018
<br />tot r
<br />�.
<br />CITY CF EVERETT m
<br />Permit Services
<br />2,1'
<br />�o
<br />PROJECT NOTE:
<br />SCALE: 1, 20' ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED.
<br />SEPTIC SYSTEMS & DRAINFIELD LOCATIONS SHOWN ARE APPROXIMATE.
<br />ALL EXISTING .SEPTIC SYSTEMS & DRAINFIELDS TO BE ABANDONED
<br />20 10 0 20 40 (PER SNO. CO. STANDARDS).
<br />EQUIPMENT AND PROCEDURE
<br />LEGEND BASIS OF BEARING:
<br />O P ON RUCKER AVE AT
<br />MONUMENT (AS SHOWN) LEGAL DESCRIPTION ST AND2AT 6 H STEEN PERT HEDGRANDMENTS CONDOMINIUMS, RE ERENCED7TH
<br />® HEREON.
<br />PROPOSED MONUMENT PER CHICAGO TITLE ORDER NO. 500048062, AMENDMENT 1, DATED
<br />JANUARY 4, 2017.
<br />SECTION CORNER BM
<br />PARCEL A:
<br />• FOUND REBAR/CAP OR I.P. (IRON PIPE) LOTS 17, 18, & 19, BLOCK 13, FRIDAY'S FIRST ADDITION TO CITY OF EVERETT
<br />EVERETT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 STATION V029.
<br />TBR TO BE REMOVED OF PLATS, PAGE 34, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EL=175,63'
<br />P.O.B. POINT OF BEGINNING PARCEL B: DATUM:
<br />LOTS 20 AND 21, BLOCK 13, FRIDAY'S FIRST ADDITION TO EVERETT NAVD 88
<br />EOP EDGE OF PAVEMENT ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, N.A.V.D 88-3.64'=NGVD '29 (MSL)
<br />7 CB STORM DRAIN CATCH BASIN PAGE 34, TOGETHER WITH RECORDS
<br />THAT PORTION OF THATF SNOHOMISHUNTYCERTAINSTRACTIODESIGNATED ENGINEER ,SURVEYOR
<br />�SOMH STORM DRAIN MANHOLE AS PARK IN BLOCK 10 OF FRIDAY'S SECOND ADDITION TO EVERETT INSIGHT ENGINEERING COMPANY A.&P.1. SURVEYNG
<br />ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME'3 OF PLATS, P.O. BOX 1478 5205 S. 2ND AVE, SUITE A
<br />SOSSMH SANITARY SEWER MANHOLE PAGE 56, IN SNOHOMISH COUNTY, WASHINGTON, LYING WESTERLY OF EVERETT, WA 98206 EVERETT, WA 98203
<br />O CO SANITARY SEWER CLEAN OUT
<br />SAID LOTS 20 AND 21; CONTACT: BRIAN R. KALAB, P.E. CONTACT: MATTHEW J. SCHNEIDERS, PLS
<br />TOGETHER WITH THAT PORTION OF VACATED GRAND AVENUE AS PH: (425) 303-9363 PH: (425) 252-1884
<br />PP POWER POLE VACATED BY ORDINANCE NO, 2555 ADJOINING SAID PROPERTY THAT FAX (425) 303-9362 FAX: (425) 357-3577
<br />WOULD ATTACH BY OPERATION OF LAW.
<br />C UTILITY POLE ANCHOR PARCEL C: OWNER /APPLICANT ARCHITECT/CONTACT
<br />❑ WM WATER METER ALL THAT PORTION OF THE TRACT DESIGNATED AS 'PARK" IN BLOCK MTT CONSTRUCTION, LLC CHARLES MORGAN & ASSOCWTES
<br />10, FRIDAY'S SECOND ADDITION TO EVERETT RECORDED IN VOLUME 3, 16000 CHRISTENSEN RD, 7301 BEVERLY LN
<br />Da WV WATER VALVE PAGE 56; SUITE 150 EVERETT, W4 98203
<br />EXCEPT THAT PORTION LYING WEST OF LOTS 20, 21 AND 22, BLOCK SEATTLE, WA 98188 CONTACT: CHARLIE MORGAN, JR
<br />PM E? MAILBOX 13, FRIDAY'S FIRST ADDITION TO EVERETT IN THE CITY OF EVERETT CONTACT, DEBRA PURCELL PH: (425) 353-2888
<br />ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS,
<br />'C� FH FIRE HYDRANT (2 NOZZLE) PAGE 34, AND EXTENDING TO GRAND AVE,
<br />AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS;
<br />TYPE I NGPA SIGN BEGINNING AT THE SOUTHWESTERLY CORNER OF BLOCK 13, FRIDAY'S
<br />0 NO PARKING SIGN FIRST ADDITION TO EVERETT, ACCORDING TO THE PLAT THEREOF
<br />RECORDED IN VOLUME 3 OF PLATS, PAGE 34, RECORDS OF
<br />R.O.W.- — — — — — - RIGHT-OF-WAY SNOHOMISH COUNTY, WASHINGTON;
<br />THENCE SOUTH 88'5433" WEST, ALONG THE NORTHERLY RIGHT OF
<br />— CENTERLINE WAY OF 37TH STREET, A DISTANCE OF 14.22 FEET TO THE TRUE
<br />DITCH POINT OF BEGINNING, SAID POINT ALSO BEING THE BEGINNING OF A
<br />CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS NORTH 01.0527"
<br />— — — — — — — — BUILDING SETBACK LINE (BSBL) WEST A DISTANCE OF 66.40 FEET
<br />THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.63 FEET
<br />- - PROPERTY LINE THROUGH A CENTRAL ANGLE OF 34'11'39" TO THE BEGINNING OF A
<br />X X - EXISTING FENCE LINE COMPOUND CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS
<br />NORTH 33'06'12" EAST, A DISTANCE OF 25.00 FEET;
<br />EDGE OF EXISTING PAVEMENT THENCE ALONG THE ARC OF SAID COMPOUND CURVE, A DISTANCE OF
<br />45.30 FEET THROUGH A CENTRAL ANGLE OF 103.4939" TO A POINT
<br />XXX - - - - - - - - - - - EXISTING CONTOURS OF REVERSE CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS
<br />Fx_XXI PROPOSED CONTOURS NORTH 43'04'09" WEST, A DISTANCE OF 163.71 FEET
<br />THENCE ALONG THE ARC OF SAID REVERSE CURVE, A DISTANCE OF
<br />PRE-EXISTING DRAINAGE PATTERN 40.14 FEET THROUGH A CENTRAL ANGLE OF 14.02'50
<br />THENCE SOUTH 60'58'41 " WEST, A DISTANCE OF 63.49 FEET,•
<br />PROPOSED STORM THENCE SOUTH 67.56 21 " EAST, A DISTANCE OF 22.03 FEET TO A
<br />PROPOSED SEWER POINT THAT BEARS SOUTH 83.20'20" WEST FROM THE TRUE POINT OF
<br />BEGINNING;
<br />PROPOSED WATER THENCE NORTH 83.20'20" EAST, A DISTANCE OF 109.16 FEET TO THE INSIGHT ENGINEERING CO.
<br />LIGHT POLE TRUE POINT OF BEGINNING; .
<br />COE STD CITY OF EVERETT STANDARD DETAIL SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. P �• BOX 147$
<br />EVERETT, WA 98206
<br />PE POLY ETHYLENE (425) 303-9363 (425) 303-9362 FAX
<br />INF0@IN5IGHTENGINEERING.NET
<br />SITE ADDRESS. 3632 RUCKER AVE
<br />EVERETT, WA 98201
<br />TAX ACCOUNT NO.'S. 00451401301700, 00451401302000, ;
<br />PROVED REV, N0. DESCRIPTION INITIALS DATE 00451501000001, 00451501000000 -
<br />PUBLIC W RK ARTMENT _
<br />BY SHEL'TINDEX R .
<br />_ W
<br />n�tE �� 1 C1.0 COVER SHEET Q' o� Asht19 NW 114, SE 114, SEC.30, T.29N., R.SE., W.M.
<br />V TT'REVIEWEO FOR PERMIT C1.1 EXISTING FEATURES MAP � w �
<br />CITY OF E .ERE �
<br />G2.0 TESC PLAN ��° �� THE LANDING AT PORT GARDNER
<br />C2.1 TESC NOTES �, 0
<br />C3.0 GRADING PLAN
<br />• •t 1, DWG FILENAME DESIGNED BY: DATE: SCALE. JOB NO..
<br />C TANK PLAN AND DET �� 36499
<br />C4.2 ROA E DETAIL olS TV, �ti 170891-FINAL.DWG ISPC 03-28-2018 1 "=20' 17-0891
<br />C4.3 STORM T � SsIONAL �1S SHEET
<br />C4.4 K NOTES
<br />lnv� C RONTAGE IMPROVEMENTS
<br />05-23-2018 COVER SHEET C11,
<br />
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