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NW 114, SEC. 11 T.28 N., R.4 E., W.M. <br />CITY OF EVERETT, WASHINGTON <br />RECORD DRAWING <br />25 ` \ <br />�I <br />CB RIM=337.97 <br />IE 12" CPP(N)=335.17 <br />00436800003600 <br />CB RIM=337.53 <br />IE 12" RCP(N)=334.33 <br />IE 12" RCP(S)=334.33 <br />IE 10" PVC(E)=335.18 <br />+ <br />x W <br />OOD <br />F; <br />IE 12 CPP(S)-355.17 <br />a <br />FOUND CASED CONC. MON. \ <br />W/BRASS NAIL IN 1 " IRON PIPE N <br />DOWN 0.5'. VISITED 11-27-19 <br />x <br />c� <br />BM U. F.H. u, \ <br />FOUND CASD CONC. MON. AT THE <br />INTERSECTION OF SEAHURST AVE. & \ <br />54TH ST. S.W. \ \ <br />ELEV. = 338.77' \ <br />WON <br />350 <br />340 <br />330 <br />FIVA <br />II <br />--®- <br />- <br />- <br />IIIII IIIII �6CONN.E (1 1R) IIII II 00436800003703HOUSI <br />E <br />9 J603 <br />PAVEMENT 4'14'06" <br />EX. 6" DIP TOTInN L=10.33 <br />PEROER=139. <br />STD 326 FOR 6" PVC SIDE SEWER <br />Dl. F09 SW ® 2Z MIN. (1YP.) <br />54TH S <br />x ®J- -- <br />y' <br />/ <br />iI <br />1I <br />I <br />J <br />I I ''..GRAVEL ' ..: 1.:... EX. HO / / <br />PLAT IIIIII <br />OF <br />EVERETT DELLS <br />VOL. 12, PG. 68 <br />8 <br />CB RIM=339.90 <br />IE 10" PVC(W)=338.35 I <br />/ o SSCQ RIM-48.8 <br />LO <br />`" ( m 1 S <br />�i <br />GRAVF53 <br />SD WVEL' <br />t. \ <br />-J <br />- SSMH RIM=344.38 T <br />/ CB RIM=340.60 I IE 8" PVC(N)=337.93 I <br />IE 8" RCP(W)=338.40 IE 8" PVC(S)=338.03 <br />/ CB RIM=338.53 IE 8" RCP(E)=338.40 IE 8" PVC(E)=338.03(AB)1 <br />IE 12" RCP(N)=334.98 I <br />IE 12" RCP(S)=334.98 I 00436800004103 <br />'Ncn I IE 8" RCP(E)=335.43 <br />� I I <br />1 i � <br />I <br />I I <br />CN <br />1 2 <br />1 I, <br />III <br />I I <br />I �7 00 1 <br />'54TH ST. S �SSIVX#1 \ ` - <br />( i RIM=NOT SET (AB) - <br />A`- TEE INSTALL IE 8" PVC(W)=340.92 <br />.�'� -W/ PLUG (AB) <br />r'4 <br />- -THI-`� <br />261 LF 8" PVC (AB)f&W* (0+51)(AS) _ _ - <br />SIDE SEWER <br />CONNECTION FOR 15' SEWER I� <br />606 547H ST SW EASEMENT TO /' - 366" <br />D=4'(AB) CITY OF EVERETT X <br />RECORDED <br />1202009230693 <br />/ I � _ I T ip <br />Know what's below. 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 23+00 <br />C111 before you dig. <br />UTILITY CONFLICTNOTT:• OFFISTE 54TH ST SW PROFILE <br />HORIZ. SCALE: 1 `30' <br />CAUTION.' VERT. SCALE: 1 "=3' <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 />23+50 <br />24+00 <br />24+50 <br />25+00 <br />US <br />350 <br />340 <br />330 <br />�yI <br />25+50 <br />SCALE: I" = 30' L <br />30 15 0 30 60 <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 />LEGEND <br />►� <br />EXISTING MONUMENT (AS SHOWN) <br />51stPISW <br />r_>04 <br />SECTION 114 CORNER NOT FOUND <br />SECTION CORNER NOT FOUND? <br />FOUND REBAR/CAP OR I.P. (IRON PIPE) <br />SIN <br />(C) <br />CALCULATED <br />s�dst <br />Site <br />(P) <br />PLAT <br />m sart, <br />sw <br />(M) <br />MEASURED <br />c <br />0 <br />TBR <br />TO BE REMOVED <br />R. 0. W. <br />RIGHT-OF-WAY <br />P.O.B. <br />��'s <br />POINT OF BEGINNING <br />CENTERLINE <br />55thStSW <br />a <br />CLF <br />CHAIN LINK FENCE <br />N <br />WDF <br />WOOD FENCE <br />W. S. <br />WATER SURFACE <br />W E _ <br />EDP <br />EDGE OF PAVEMENT <br />VICINITY MAP <br />BOW <br />BACK OF WALK <br />ms <br />SCALE: 1 "=2000' <br />0 CB <br />STORM DRAIN CATCH BASIN (CB) <br />TQUIPHTNT AND PR0CTDURT' <br />O <br />STORM DRAIN MANHOLE (SDMH) <br />SO <br />METHOD OF SURVEY: <br />O SS <br />SANITARY SEWER MANHOLE (SSMH) <br />SURVEY PERFORMED BY FIELD TRAVERSE <br />O <br />CO <br />SANITARY SEWER CLEAN OUT (CO) <br />INSTRUMENTATION: <br />LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION <br />_C�_P <br />POWER POLE <br />PRECISION: <br />MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 <br />-0-c-P <br />GUY POLE <br />BASIS OF BEARING: <br />❑ WM <br />WATER METER <br />THE MONUMENTED CENTERLINE OF SEAHURST AVE. <br />AS THE BEARING OF N. 1713'20" W. <br />WATER VALVE <br />WV <br />FMB <br />MAILBOX <br />TBM <br />UTILITY POLE ANCHOR <br />FOUND CASD CONC. MON. AT THE INTERSECTION OF <br />FIRE HYDRANT (2 NOZZLE) <br />SEAHURST AVE. & 54TH ST. S.W. ELEV. = 338.77' <br />TYPE I NGPA SIGN <br />DATUM: <br />NAVD 88 <br />PROPOSED WATER <br />PROPOSED SANITARY SEWER <br />ENGINEER/CONTACT SURVEYOR <br />PROPOSED STORM DRAINAGE <br />INSIGHT ENGINEERING COMP. PACIFIC COAST SURVEYS, INC. <br />PROPERTY LINE <br />P.O. BOX 1478 <br />1 P.O. BOX 13619 <br />EVERETT, 98206 MILLCREEK, WA 98082 <br />X X - <br />EXISTING FENCE LINE <br />CONTACT: BRIAN R. KALAB CONTACT: DARREN J. RIDDLE, PLS <br />) 303-9363 PHONE (425) 517099 <br />EDGE OF PAVEMENT <br />FAX (425) 303-9362 FAX: (425) 357-353577 <br />- - - <br />_xxx__1 <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />APPLICANT / OWNER <br />PRE-EXISTING DRAINAGE PATTERN <br />KEYSTONE LAND <br />13805 SMOKEY POINT BLVD <br />COE STD <br />CITY OF EVERETT STANDARD DRAWING <br />MARYSVILLE, WA 98271 <br />SEWER CONSTRUCTION NOTES: <br />01 COORDINATE CONNECTION TO MANHOLE WITH PUBLIC WORKS INSPECTOR. <br />SCHEDULE INSPECTION ONLINE AT PW.EVERETTWA.GOV. <br />O261 LF-8" PVC ® 1 % <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 />54THST SW <br />DWG FILENAME DESIGNED BY: DATE: I SCALE: JOB NO.: <br />180915-CO#1.DWG 1JRC 11-19-2019 1"=3018-0915 <br />AS -BUILT SHEET <br />SEWER EXTENTION SS1 <br />PLAN AND PROFILE <br />