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Permit #: PW1805-050
<br />Site Address: 3632 RUCKER AVE
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<br />RIM 182,75'
<br />BLOCK 3
<br />IE 36" (N,S)=166.93'
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<br />FRIDAY'S SECOND ADDITION TO
<br />EVERETT
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<br />VOL. 5, P. 56
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<br />CL CURVE DATAAl
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<br />L=181.70'
<br />R=153.10'k
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<br />L=9
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<br />RIM 186.12
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<br />IE 36" (N,SW)=168.54'
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<br />RIM=185,14'
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<br />IE=181.01' (12" PVC E) /
<br />CB T-2 W/OIL WATER SEP.
<br />RIM=185.14'
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<br />IE=180.40' (12" PVC NW)
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<br />IE=180.35' (12" PVC S) -IZ96
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<br />IE=180.60' (12" PVC OUT SE)
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<br />L=36.77'
<br />=25.00'
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<br />CB T-2
<br />RIM=187.10'
<br />34
<br />35 f ,/IE_181'25' (12" PVC N)
<br />N6655IE=181 30' (12" PVC E)
<br />PROPOSED
<br />MSE WALL
<br />TOP: 188.0
<br />TOE: 184.0 d\
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<br />Know what's below.
<br />Call before you dig.
<br />UTILITY CONFLICT NOTE:
<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 />NW 114, SE 1/4, SEC.30, T.29N.I R.SE., W.M.
<br />SNOHOMISH COUNTY, WASHINGTON
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<br />--� - 50' 22'
<br />FOUND REBAR & CAP,
<br />ILLEGIBLE
<br />0.13'S X 0.15'E 24
<br />BLOCK 13
<br />FRIDAY'S FIRST ADDITION TO EVERETT
<br />L=36.77' VOL. .3, P. 34
<br />R=183.10'
<br />4=11 °30'20"
<br />FOUND REBAR & CAP
<br />'ORA 19583, 18924, 32432' FOUND 314" IRON PIPE
<br />0.10'S X 0.09'E 22 0.22S X 0.14'E
<br />EX. ROCKERY
<br />APPROX. EAST E 4 (TBR) 5 6 7
<br />3 PUD EASEMENT HODS
<br />CARPORT
<br />9812280918
<br />i�88'S717'E 147.48'
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<br />37TH STRL ET �
<br />WATER � LANE STRIPE 37TH I
<br />VAULT EASEMENT FOR
<br />STREET AND SW
<br />DEDICATED TO d _ IN
<br />-
<br />CITY OF EVERETT _ NQ 7' 5 "E 179. 67'
<br />183°45'20„ E -- -- d
<br />_ --- - MSE WALL
<br />TOP=184.0 0
<br />TOE=181.0
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<br />N88°57'17'E 72.00'
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<br />PROJECT BENCHMARK:
<br />CITY OF EVERETT
<br />STATION V029.
<br />EL=175.63'
<br />FIRE SIGNAL POLE,
<br />LIGHTPOLE
<br />uwner: rvi I i Lviv� 1 ILL a
<br />Tenant: THE LANDING AT PORT GARDNER
<br />App. Date: 5/29/2018
<br />Proposed Use:
<br />Description: SITE WORK FOR NEW 51 UNIT APT
<br />COMPLEX
<br />Date:
<br />Reviewed By:
<br />Office Set Job Site Set Fire/Planning Set
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<br />�FH FIRE HYDRANT (2 NOZZLE)
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<br />-C- NO PARKING SIGN _
<br />R.O.W.- - - -- -- - - RIGHT-OF-WAY I EROSION
<br />DRAINAGE PUBLIC WORKS
<br />- CENTERLINE DEPARTMENT
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<br />DITCH ' WATER
<br />PERMIT IS
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<br />A PUBLIC
<br />REQUIRED PRIOR TO STARTING
<br />_ - - - - - - - BUILDING SETBACK LINE (BSBL)
<br />SEWER ANY CONSTRUCTION ON THIS
<br />pRD\ APPROVAL
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<br />1456 (TYPE 2) - - - _ PROPERTY LINE NDmARDS PER
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<br />CURRgpRO3EcTEES
<br />RIM 177.83' TRAFF AND
<br />RI X X EXISTING FENCE LINE TRAF EXPiR�_UNLEESS
<br />\
<br />IE 6" (W)= 173.70 +• PERMIT FOR CONSTRUCTION HAS
<br />\
<br />IE 6" (NW,SE)=173.58' f/// //// L_/z'/ /// EDGE OF EXISTING PAVEMENT CITY NGINEER BEEN ISSUED-
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<br />C8 #1457 (TYPE 2) XXX - - - - - - - - - - - EXISTING CONTOURS �L� Iyr '15v wW;U74l � ��C �jtyk
<br />RIM 178.48' r
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<br />IE 6" (SW)=175.41 ' _ XXX PROPOSED CONTOURS !��^ �%►'��°iMt riY! T�
<br />6"
<br />IE (W)=175.22' PRE-EXISTING DRAINAGE PATTERN
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<br />IE 6" (NE)=174.91
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<br />-----.•..--,-----•-r--~-•,-•w°. PROPOSED STORM
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<br />PROJE'CT NOTE:'
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<br />(TO BE REMOVED)
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<br />RIM 178.35'
<br />PROPOSED SEWER
<br />ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED.
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<br />IE 6" (SW)=172.19'
<br />PROPOSED WATER
<br />SEPTIC SYSTEMS & DRAINFIELD LOCATIONS SHOWN ARE APPROXIMATE.
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<br />IE 6" (NW)=172.46'
<br />ALL EXISTING SEPTIC SYSTEMS & DRAINFIELDS TO BE ABANDONED
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<br />IE 6" (SE)=172.58'
<br />LIGHT POLE
<br />(PER SNO. CO. STANDARDS).
<br />- IE 6" (NE)=172.55' -
<br />COE STD CITY OF EVERETT STANDARD DETAIL
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<br />IE 8" (N,S)=159.64'
<br />PE POLY ETHYLENE
<br />EQUIPMENT AND PROCEDURE
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<br />CB # 1459 (TYPE 2)
<br />BASIS OF BEARING:
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<br />RIM 178,71'
<br />IE 6" (E)=175.42'
<br />LEGAL DESCRIPTION
<br />N 1'04'25" W BETWEEN FOUND MONUMENTS ON RUCKER AVE AT 37TH
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<br />IE 6" (NW)=174.54'
<br />ST AND AT 36TH ST PER THE GRAND CONDOMINIUMS, REFERENCED
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<br />® IE 6" (SE)=175.26'
<br />PER CHICAGO TITLE ORDER NO. 500048062, AMENDMENT 1, DATED
<br />JANUARY 4, 2017.
<br />HEREON.
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<br />TOP"
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<br />RIM 177,85'
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<br />SIGNAL POLE, IE 6" (E)=174.23'
<br />'�'� LIGHTPOLE IE 6" (SW)=173,90'
<br />LOTS 17, 18, & 19, BLOCK 13, FRIDAY'S FIRST ADDITION TO
<br />EVERETT ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3
<br />CITY OF EVERETT
<br />STATION V029.
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<br />OF PLATS, PAGE 34, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
<br />EL=175.63'
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<br />BASIN
<br />INLET BASIN
<br />PARCEL B:
<br />DATUM
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<br />RIM=1
<br />IE=175.97' (6" DI W)
<br />LOTS 20 AND 21, BLOCK 13, FRIDAY'S FIRST ADDITION TO EVERETT,
<br />ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS,
<br />N.A.VD 88-3.64'=NGVD '29 MSL
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<br />CB 1460
<br />GB 1456
<br />SD
<br />MONUMENT LINE __ __ __
<br />- -�"i N88°57'06"E 353.67'
<br />PAGE 34, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
<br />TOGETHER WITH THAT PORTION OF THAT CERTAIN TRACT DESIGNATED
<br />ENGINEER SURVEYOR
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<br />cr / CB 1458
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<br />CROSSWALK I CB 1459 \
<br />SIGNAL POLE, EX. 6" WM
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<br />AS PARK IN BLOCK 10 OF FRIDAY'S SECOND ADDITION TO EVERETT, INSIGHT ENGINEERING COMPANY A•SP.I. SURVEYING
<br />ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, P.0. BOX 1478 5205 S. 2ND AVE, SUITE A
<br />PAGE 56, IN SNOHOMISH COUNTY WASHINGTON, LYING WESTERLY OF EVERETT WA 98206 EVERETT, WA 98203
<br />SAID LOTS 20 AND 21; CONTACT. BRIAN R KALAB P E
<br />- - -
<br />FND. STD, CITY MON. IN
<br />CASE VISITED 06-15-11
<br />TOGETHER WITH THAT PORTION OF VACATED GRAND AVENUE AS
<br />VACATED BY ORDINANCE N0. 2555 ADJOINING SAID PROPERTY THAT
<br />WOULD ATTACH BY OPERATION OF LAW.
<br />PARCEL C:
<br />CONTACT.• MATTHEW J. SCHNEIDERS, PLS
<br />PH: (425) 303-9363 PH: (425) 252-1884
<br />FAX (425) 303-9362 FAX: (425) 357-3577
<br />0WNER/APPLICANT ARCHITECT/CONTACT
<br />ALL THAT PORTION OF THE TRACT DESIGNATED AS 'PARK" IN BLOCK
<br />10, FRIDAY'S SECOND ADDITION TO EVERETT RECORDED IN VOLUME 3,
<br />MTV' CONSTRUCTION, UC CHARLES MORGAN & ASSOCIATES
<br />PAGE 56,
<br />16000 CHRISTENSEN RD, 7301 BEVERLY LN
<br />INLET BASIN
<br />RIM=177.09'
<br />EXCEPT THAT PORTION LYING WEST OF LOTS 20, 21 AND 22, BLOCK
<br />SUITE 150 EVERETT, WA 98203
<br />SEATTLE, WA 98188 CONTACT. • CHARLIE MORGAN, JR
<br />IE=176.33' (6" DI W)
<br />13, FRIDAY'S FIRST ADDITION TO EVERETT IN THE CITY OF EVERETT
<br />ACCORDING T
<br />CONTACT DEBRA PURCELL PH: (425) 353-2888
<br />INLET BASIN
<br />o RIM=178.46'
<br />IE=177.63' (6" DI NW)
<br />INLET BASIN
<br />m
<br />RIM=178.76'
<br />IE=177.72' (6" DI NE) r
<br />�m
<br />0 THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS,
<br />PAGE 34, AND EXTENDING TO GRAND AVE,•
<br />AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS
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<br />BEGINNING AT THE SOUTHWESTERLY CORNER OF BLOCK 13, FRIDAY'S
<br />FIRST ADDITION TO EVERETT, ACCORDING TO THE PLAT THEREOF
<br />' 1
<br />RECORDED IN VOLUME 3 OF PLATS, PAGE 34, RECORDS OF
<br />�
<br />SNOHOMISH COUNTY, WASHINGTON,
<br />THENCE SOUTH 88'54'33" WEST, ALONG THE NORTHERLY RIGHT OF
<br />WAY OF 37TH STREET, A DISTANCE OF 14.22 FEET TO THE TRUE
<br />�q}`�
<br />POINT OF BEGINNING, SAID POINT ALSO BEING THE BEGINNING OF A
<br />�11�
<br />CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS NORTH 01'05'27°
<br />WEST A DISTANCE OF 66.40 FEET;
<br />I @
<br />THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.63 FEET
<br />THROUGH A CENTRAL ANGLE OF 34' 11 '39" TO THE BEGINNING OF A
<br />COMPOUND CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS
<br />NORTH 33'06'12" EAST, A DISTANCE OF 25.00 FEET,•
<br />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 />OF REVERSE CURVE TO THE RIGHT WHOSE RADIUS CENTER BEARS
<br />NORTH 43'04'09" WEST, A DISTANCE OF 163.71 FEET,•
<br />THENCE ALONG THE ARC OF SAID REVERSE CURVE, A DISTANCE OF
<br />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 />THENCE SOUTH 67'5621 " EAST, A DISTANCE OF 22.03 FEET TO A
<br />POINT THAT BEARS SOUTH 83'20'20" WEST FROM THE TRUE POINT OF
<br />BEGINNING;
<br />THENCE NORTH 83'20'20 " EAST, A DISTANCE OF 109.16 FEET TO THE
<br />INSIGHT ENGINEERING CO.
<br />TRUE POINT OF BEGINNING;
<br />P.O. BOX - 1478
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON,
<br />EVERETT, WA 98206
<br />(425) 303-9363 (425) 303-9362 FAX
<br />INFO@INSIGHTENGINEERING.NET
<br />SITE ADDRESS: 3632 RUCKER AVE
<br />2
<br />CITY 2ND REVIEW
<br />BRK
<br />12-07-2018
<br />EVERETT, WA 98201
<br />1
<br />CITY 1ST REVIEW
<br />BRK
<br />10-10-2018
<br />TAX ACCOUNT N0.'S; 00451401301700, 00451401302000,
<br />REV. NO.
<br />DESCRIPTION
<br />INITIALS
<br />DATE
<br />00451501000001, 00451501000000
<br />SHEET INDEX R. PERMIT # PW 1805-050
<br />C1.COVER SHEET l'` of WAS
<br />C1.1 � j 9 NW 114, SE 114, SEC.30, T.29N., RJE., W.M.
<br />EXISTING FEATURES MAP �tiw ���
<br />C2.THE LANDING AT PORT GARDNER
<br />C2.1 TESC NOTES .- TESC PLAN v, �
<br />C3.0 GRADING PLAN
<br />C4.0 DRAINAGE AND UTILITY PLAN ,, DWG FILENAME DESIGNED BY: DATE: I SCALE: JOB NO.:
<br />C4.1 STORM TANK PLAN AND DETAILS G 6499 �<� 170891-FINAL.DWG SPC 03-28-2018 1 "=20' 17_0891
<br />C4.2 ROAD & DRAINAGE NOTES AND DETAILS ss I S T E ��
<br />C4.3 STORM TANK DETAILS ZONAL SHEET
<br />C4.4 STORM TANK NOTES
<br />C5.0 FRONTAGE IMPROVEMENTS 12-10-2018 COVER SHEET C1.0
<br />
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