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NW 114, SEC. 11 T.28 N., R.4 E., W.M.
<br />CITY OF EVERETT, WASHINGTON
<br />s1s1 PI SW
<br />- -I--
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<br />�
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<br />25
<br />I I
<br />PLAT OF
<br />EVERETT DELLS
<br />\
<br />\ \
<br />\
<br />N
<br />00436800003600
<br />CB RIM=337.53
<br />IE 12" RCP(Sj=: f .33
<br />IE 12" RCP S=334.33
<br />IE 10" PVC E-335.18
<br />VOL 12. PG. 68
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<br />I I
<br />CO RIM=339.90 cai
<br />I IE 10" PVC(W)=3M35 I .p
<br />+\ . WOOD 10CE
<br />\ -
<br />CB RIM=337.97 I
<br />IE 12• CPP(N)=335.17
<br />IE 12' CPP(S)=355.17 •�. / o
<br />S
<br />2
<br />FOUND CASED CONC. MON.
<br />W/BRASS NAIL IN 1 " IRON PIPE
<br />DOWN 0.5•. wSITED 11-z7-19
<br />BM
<br />FOUND CASD CONC MON AT THE 1E RIM=340.60 I
<br />40
<br />INTERSEC110N OF SEAHURST AVE h \ ;, \ CB RIM=338.53 IE 8" MEJ=33840
<br />54TH ST. S.W.
<br />ELEV. = 338.77' IE 12" RCP N =334.98
<br />E12. RC S=334.98
<br />\ \ w E 8" RCP(E)=335.43 I
<br />I
<br />\ \ 00436600004101
<br />z
<br />\ \ 0 25' 00436800004102
<br />\
<br />\
<br />\ FOUND CASED CONC. MON.
<br />1 W/BRASS NAIL IN CONC.
<br />I DOWN 0.6: WSM 11-27-19
<br />\
<br />•
<br />Know what's below.
<br />Cal I 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 AND THEN SHALL
<br />INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE
<br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
<br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
<br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
<br />INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
<br />THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
<br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />\ GRINDER PtN/P TO L„
<br />\\ \ \
<br />\ zs FORD AWNS 29043600306600 \ \ \ \ \ \ \ \\ \ \
<br />23 \ \ PROPOSE �� \ \ \ \ \ \ \ \ \ \ \
<br />� �. _ H 0.7• \ BLOCK �- � \ \ \ \ \
<br />V E WALL, / I \ 17' E 211.86' _V
<br />( - SSMH#2 LINK FENCE \ \\\ \�\�\ \ \ \
<br />-----I- 53' •E 197.83 y\I �-/ / Ill \\\\\��\
<br />I 1 I I I I 6 If S_G
<br />PVC 3+77 ALAI \ l / / \\ \ \ \ \ \ \ \
<br />I 1 l I I M:354.21�AB),\ PR6 dSE6 "
<br />I I I \ I Ec346.671AB)\\\iii�
<br />/ice/ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \
<br />SP 136-95 '- i - \� / / / \\\\ \\ \ \ \ \ \ \ \ \ \
<br />AF.19608055003 iSUG/ UG
<br />I I I 324
<br />I PROPOSED
<br />I 5 WAPLI
<br />IIII 6 PVC •3+14) AB _ - � _ _ _ � /// / / � \ \ \ \'�) I I I I I I
<br />SEMEN
<br />IE�76 AB) I sc-34B I \ I I I (\ BLOCK
<br />=�nfll WALL, ,jam /ll/ l/ I I I/ IIII I I I
<br />r III PVC (2+66
<br />I I l l z PVC 2+61 At .
<br />IpA
<br />1 1 IE343.72 ABy
<br />ffiPROP
<br />MOSED EIERff) 3/4---_.8
<br />/4 _s I/ / III I IIII 1 I � 7
<br />WATER
<br />SP, (
<br />AF.19608055003 I z III O
<br />I IIII / f '�A / \ 900
<br />� Q98 0043 I `S PEDESTRIAN \ \ ) I I I l l /
<br />II 0010 \ I / / /
<br />/I �
<br />111 <I \ \ \ \ l \ \ 1 \ \
<br />PVC �1+71
<br />0342.85
<br />/ l I \ \ \ \ 5' PE&URIAN
<br />F.H. PER COE
<br />I 1l l \ Tb , \ EAS4VENr
<br />DWG 507 (AB)) ;I I ) J) S1-3 I \ \
<br />�_1 I� IIII I111�
<br />I S.P.11202-53-97 I
<br />A.F.19812145002 I �- _ -C PROPOSE6 \_ 1 I I I I l I I l l
<br />\ ROCKERY TYP. \ \ \ I I r I \ 1
<br />6 PVC (1+19) (AB) I I ( \ \ \ �.( )__
<br />I I sc= -\\\�\
<br />N B 935 • E I I 1 I \ _ sLlc=33B
<br />F STA: 23+83.18, 14.22'L - 1 1 IE342.32
<br />I I INSTALL: /Is I 1" PVC)
<br />1-8' GATE VALVE (AB) 0
<br />I
<br />I I = \ PVC 0+80�
<br />STA: 23+30.97 10.051 05 I z \ E343 AB
<br />I � �)
<br />INSTALL:
<br />00436800003703 I 1 I / / IL�'0`'
<br />1-8' MJ x 6' MJ REDUCER (AB) HOUSE % I I 2 •I I - -I- J I' IIII i
<br />9 I 1603 / LOT
<br />2-8 MJ SLEEVES (AS) I / / - - I
<br />I 1 AIR VAC INSTALLED BY CITY AT I 4 u'os• % I I M' •89 (�) / / MITI RL1�l
<br />EX. 6• DIP I L=10.33 I E344.48 (AB ��' _ _ 1I III
<br />I TIE-IN (AB) I R=139. J' � �L 991 I 1111 I III 1 1111 I I l / l l l l l ' �,
<br />�� I IX FA, -��I 1 I I Ili�i �'/ \--�III I / I Ill Ill 1 Illl IIII I
<br />seia;
<br />S
<br />5LFN / ADJUST RIM TO FG^\ \ it I I I I 1 I I 1111
<br />V CO RIM-348. '
<br />-I - :..� - + Ode 6" PVCI '0+00 CAB 1 If I 1 �� l I I I I I ( /
<br />-�- 4TH ST. S W
<br />5 1 \ \M.353.10
<br />�-STA: 24+01.67, 14.591 \ 6PVC (0
<br />SSMH RIM=344.38 I S INSTALL:
<br />IE 8" Z,1N-337.93 I 1-8= DI 90' BEND
<br />E PVC s =33&03 I 261 LF 8' PVC 3O -
<br />suG=364
<br />0043MO0004103 I ' roRECORDED
<br />cm of
<br />I 1202009230693 I ( /. • \ ` ' \ / / /� I I I II 1 1 I I
<br />_ PVC �(0+00) (AB
<br />Z�
<br />RIM.354.26 AB)
<br />0349.24 (AB)
<br />\3 I LOT]
<br />sc=354
<br />00436800004000 $ sUG-364
<br />I II I1
<br />\ \\ 111
<br />\ 0.1 11\\\1(\� ► $ I I
<br />J \ I I
<br />CFWN LINK FENCE l \ \\ N 9000100• W 215.67' $ \ 1
<br />FpUND 1 • IRO PE \ I I I
<br />d '(S) 0.1'(E) OF
<br />C� FENCE 0.9'(S)AT I I I
<br />I
<br />I
<br />00436800004201
<br />Z
<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 02/23/2024
<br />Permit Inspector
<br />I
<br />� I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />- I .
<br />S�'AHURST LANE'
<br />SCALE: I" = 50'
<br />20 25 0 20 100
<br />LEGEND
<br />+ EXISTING MONUMENT (AS SHOWN)
<br />�04 SECTION 1/4 CORNER NOT FOUND
<br />SECTION CORNER NOT FOUND
<br />/0 FOUND REBAR/CAP OR I.P. (IRON PIPE)
<br />5 dams'" -
<br />Site
<br />Sam S1 SW
<br />N
<br />w EL VICINITY MAP
<br />7m.
<br />S SCALE: 1 "=2000'
<br />(C)
<br />CALCULATED
<br />(P)
<br />PLAT
<br />(M)
<br />MEASURED
<br />TBR
<br />TO BE REMOVED
<br />R. 0. W.
<br />RIGHT-OF-WAY
<br />P. 0. B.
<br />POINT OF BEGINNING
<br />CENTERLINE
<br />CLF
<br />CHAIN LINK FENCE
<br />WDF
<br />WOOD FENCE
<br />W S
<br />WATER SURFACE
<br />EDP
<br />EDGE OF PAVEMENT
<br />BOW
<br />BACK OF WALK
<br />0 CB
<br />STORM DRAIN CATCH BASIN (CB)
<br />O SO
<br />STORM DRAIN MANHOLE (SDMH)
<br />TQUIPHTNT AND PR0CTDURT'
<br />O
<br />SANITARY SEWER MANHOLE (SSMH)
<br />METHOD OF SURVEY:
<br />SS
<br />SURVEY PERFORMED BY FIELD TRAVERSE
<br />000
<br />SANITARY SEWER CLEAN OUT (CO)
<br />INSTRUMENTATION:
<br />-C'--P
<br />POWER POLE
<br />LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
<br />PRECISION:
<br />e
<br />GUY POLE
<br />MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
<br />❑ WM
<br />WATER METER
<br />BASIS OF BEARING:
<br />THE MONUMENTED CENTERLINE OF SEAHURST AVE.
<br />WATER VALVE
<br />AS THE BEARING OF N. 1713'20" W.
<br />WV
<br />FMB
<br />MAILBOX
<br />UTILITY POLE ANCHOR
<br />TBM
<br />'0
<br />FIRE HYDRANT (2 NOZZLE)
<br />FOUND CASD CONC. MON. AT THE INTERSECTION OF
<br />SEAHURST AVE. & 54TH ST. S.W. ELEV. = 338.77'
<br />TYPE I NGPA SIGN
<br />DATUM:
<br />PROPOSED WATER
<br />NAVD 88
<br />PROPOSED SANITARY SEWER
<br />PROPOSED STORM DRAINAGE
<br />ENGINEER/CONTACT SURVEYOR
<br />PROPERTY LINE
<br />INSIGHT ENGINEERING COMPANY PACIFIC COAST SURVEYS, INC.
<br />P.O. BOX 1478 P.O. BOX 13619
<br />" -
<br />EXISTING FENCE LINE
<br />EVERETT, WA 98206 MILLCREEK, WA 98082
<br />CONTACT: BRIAN R. KALAB CONTACT: DARREN J. RIDDLE, PLS
<br />EDGE OF PAVEMENT
<br />(425) 303-9363 PHONE (425) 512-7099
<br />- - - -
<br />EXISTING CONTOURS
<br />FAX (425) 303-9362 FAX: (425) 357-3577
<br />xxx
<br />PROPOSED CONTOURS
<br />OWNER APPLICANT
<br />PRE-EXISTING DRAINAGE PATTERN
<br />JERRY GASWINT
<br />3120 GLACIER PK. AVE. KEYSTONE LAND
<br />EVERETT, WA. 98208 13805 SMOKEY POINT BLVD
<br />(425) 353-0645 MARYSVILLE, WA 98271
<br />WATER CONSTRUCTION NOTES:
<br />U NEW CONNECTIONS PERFORMED BY COE WATER CREWS UNDER
<br />SEPARATE UTILITY PERMIT BASED ON COST ESTIMATE PREPARED BY
<br />THE COE AND PAID FOR BY THE OWNER / CONTRACTOR.
<br />CONTARACTOR TO INSTALL REPLACEMENT WATER MAIN, COE CREWS
<br />TO CONNECT TO EXISTING LIVE MAIN AND RECONNECT EXISTING
<br />WATER SERVICES. CONTRACTOR TO COORDINATE WITH WATER DEPT
<br />AFTER UTILITY PERMIT IS ISSUED, AND PAY COE FOR THIS WORK.
<br />CONTACT JIM SPOONER AT (425) 257-8827.
<br />(�2 INSTALL: 1-8" DI TAPPING TEE (FL)
<br />O 8" DI
<br />OEX. WATER TAP TO BE KILLED BY WATER DEPARTMENT
<br />OINSTALL AN AIR -VAC PER COE STD 512
<br />O 4" DI
<br />SEWER CONSTRUCTION NOTES:
<br />10 COORDINATE CONNECTION TO MANHOLE WITH PUBLIC WORKS INSPECTOR.
<br />SCHEDULE INSPECTION ONLINE AT PW.EVERETTWA.GOVV,
<br />O2 261 LF-8" PVC ® 19
<br />REV. NO. I DESCRIPTION I INITIALS I DATE
<br />0312912023
<br />LEGAL DESCRIPTION
<br />PARCEL A: LOTS 38 AND 39, PLAT OF EVERETT DELLS, ACCORDING TO
<br />THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 68,
<br />RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />EXCEPT THAT PORTION OF LOT 38 AS DEEDED TO AUDITOR'S FILE NO.
<br />2155550.
<br />PARCL B. THAT PORTION OF THE WEST HALF OF THE NORTHWEST
<br />QUARTER OF THE NORTHEAST QUARTER, SAME BEING THE WEST HALF OF
<br />GOVERNMENT LOT 2, OF THAT CERTAIN RIGHT OF WAY AQUIRED BY THE
<br />CITY OF EVERETT BY DECREE UNDER FILE NO. 133513, SUPERIOR
<br />COURT,
<br />TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE
<br />NORTHERLY 30 FEET AND THE EASTERLY 25 FEET OF LOT 39 AND THE
<br />SOUTHERLY 30 FEET AND THE EASTERLY 25 FEET OF LOT 38, EVERETT
<br />DELLS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF
<br />PLATS, PAGE 68, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />0maM u RMC UHREQOMG G@a
<br />P.O. BOX - 1478
<br />EVERETT, WA 98206
<br />(425) 303-9363 (425) 303-9362 FAX
<br />INFO@ INS IGHTENGINEERING.NET
<br />SITE ADDRESS: 600 54TH STREET SW
<br />EVERETT WA
<br />TAX ACCOUNT NO.'S: 00436800003800, 00436800003900
<br />28040100101400
<br />NW 114, SEC. 1, T.28 N., R.4 E., W.M.
<br />SEAHURST LANE
<br />DWG FILENAME DESIGNED BY: DATE: I SCALE: JOB NO.:
<br />180915-CO#1.DWG IJRC 11-19-2019 1"--5018-0915
<br />AS -BUILT SHEET
<br />SEWER AND WATER PLAN I C4.O.
<br />
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