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s <br />1 <br />PCL. <br />00544800900102 <br />W j i WAu camNUING TO N LOT 2 <br />SP 1202-8-86 <br />% 1 1 REC, NO. 8611125003 <br />\ \ HOUSE $6009 <br />\ \ I FENCE OS'N <br />IS <br />1 I 7 <br />� 1 I I 7n1 e <br />I I I I I I <br />I I I I I <br />I I I I Iv <br />`CA II II II �C <br />E I I I I <br />I I I I <br />I <br />I I 1 <br />I OUR 1 I 1 \ <br />��g�srr0.1' I I \ \ <br />ro5lrlOF <br />SW 1/4, SEC. 05, T.28 N., R.05 E., W.M. <br />CITY OFEVERETT, WASHINGTON <br />pp BL. 9 a 1 8; (S)IE=2aJso <br />REF�LAT OF PORTION 0 PINEHURST DIV. A' 8 \ 8' W ALE=28z8J Legend: <br />ROC. N0. C, 379 Sss(GTs) 1 (C) UGUICALON'G MONUMENT <br />r , <br />VOL, 9, PG. 37 4 <br />(c) PaLcuuTm Darn <br />LOT 3 ca+FORr, 1 (P) Pur DATA <br />SP 1202-8-86 JGN c 4. (M) MEASURED DATA <br />REC, N0. 8611125003 SEAGi ® WATER METER <br />PCL. I GRAVEL JCj IX. FIRE HYDRANT <br />00544800900101 \ IVEIVAY m w WATER VALVE <br />HE COR I SW COR BOARD i WAKING I cis VALVE <br />Ai LINE FENCE 24'N SCALE: 1" = 20' POWER MET <br />mom <br />HOUSE `" I I HE COR WALL 2J'N <br />UTILITY POLE <br />N <br />-N80.'41'W 184.50 1020 um ANCHOR <br />So TELEPHONE RISER <br />DOTO ,dX YALIGHT H <br />P mWOrr+ <br />I GRAVEL MAIL BOX s <br />�r%wud II I AV I Rlmv�r m JUNcnoN Box <br />\ 1 1 \ \ b STREET SIGN <br />\ 1 \ \ \ I STREET IKWT <br />CB, TYPE I <br />\ 1 1 \ \ SAN SWR. MANHOLE <br />\ 1 1V A AV I g DRlrcwY ss— SAN SOUP. PIPELINE <br />\ 1 \ \ h I $ SSMH-51W — w — WATER PIPELINE <br />Ss 58 (GALS) A 6 RIM EL=295J5 <br />\\ \ 1 \ SS 8PVC(N)IE=286 JO - - -XSX- - - EX. COYTOVR <br />CB-5149 TYPE 2 U. PROPERTY LINE <br />HOUSE 11my ^/ I I WIGMTE re CENTERLINE <br />RIM E=295.34 <br />8'PVC(5)(OUT)IE=2T 1W PROPOSED CONTOUR <br />1 V A $ 8TWDI)IE=286.81 --Iou PROPOSED STORM DRAINAGE <br />\ 1 11 1\ PROPOSED SEWER <br />'IL/LLl[( �� I 1 1 I \ I� 1—♦ PROPOSED SEWER FORGE MIN <br />S ALL nR TREES IN w PROPOSED WAIER MAIN w7FlRE HYDRANT <br />I I 1 \ THIS TREE NOW TO <br />NORTH APPEAR DEAD Y NO PARKING' SIGN <br />' N eB05,42' W <br />\� <br />S <br />wW\rW <br />X. POWER <br />-) <br />1 BACK <br />/ <br />IL N7WCK I <br />S — <br />/ <br />SUH-5103 GRAVEL <br />RI EL=JIR. DRMIYAY <br />6-PUC(WNW)IE=J02.W <br />8TW(E)IE=J027J <br />EXISTING POWER POLE <br />(RELOCUE TO OCK OF 50EWJV <br />BL. 11 <br />RE LAT <br />OF PORTION 0 PINEHURST I <br />REC. NO. 194479 <br />VOL. 9, PG. 37 <br />4 <br />Know wbars below. <br />Cell before you dig. <br />UTILITY CONFLICT NOTE: <br />CAUTION <br />ME CONr21CTOR SHALL BE RESPONSIBLE FOR VERIFYING ME LOCATON. <br />DIMENSION, AND DEPTH OF ALL EXISTING UPLIRES WHETTER SHOWN ON THESE <br />PUNS OR NOT, BY POM NG ME UOURES AND PURVEYING ME HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. MIS AND THEN SHALL <br />INCLUDE CALLING UTILITY LOCATE O 1- 424-MM POTHOLING ALL OF ME <br />EXISnNG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY <br />VERIFY WHETHER OR NOT CONFLICTS POST. LOCATIONS OF SAID UTILITIES AS <br />SHOWN ON THESE PLANS ARE MISER UPON ME UNVERIFIEO PUBLIC <br />INFORMATION AND ARE SUBJECT TO VAIryAGON. IF CONFLICTS SORDID OCCUR, <br />ME CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO <br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />/ <br />d <br />L 8 MIL BOXF <br />A' <br />I I <br />188.80 <br />° E 9 PH <br />I <br />_W \ WA�W \ IN <br />1STSTSE <br />FOUND NAG AND WASHER TEA CON1 <br />. (HEL11J-(ORM.IN4L-BMi- <br />EDORA DEMOLITION <br />SURVEY PERFORMED BY Pao TGA4ERSE <br />INSTRUMENTATION. <br />1 <br />LEIC4 Ts15 Raeonc EECTxONIc roraL sranoN <br />LEGA M <br />1 CB-51 <br />PRECISION: <br />1 WIGRAT <br />E RIM <br />RIM EL <br />MEETS OR EXCEEDS STATE STANDARDS WAC 332-IM-090 <br />TOP 12 <br />i. "VC I <br />BASIS OF BEARING: <br />THE MONUMENIFD CENTERLINE OF FILBERT DRIVE S.E. <br />AS THE BEARING OF 274B'29 E. <br />(GNi <br />ON OF DEREN CONTROL STA 671 07 01. <br />FOUND MAG AND WASHER 'DFA CONTROL• <br />EL 301.68 Him) (ORIGINAL BM) <br />DAMu <br />HAW 88 <br />N.AVD 88-J."'-NEW ''A (ma) <br />UTILITIES <br />SEWER OF EVERETT <br />N <br />WATER OrJof <br />SCHOOLS E12SCHOOL SCHOOL DISTRICT <br />REV. NO. <br />DESCRIPTION <br />INRIIS <br />DATE <br />2 <br />WCINITYMAP <br />ENGINEERICONTACT <br />SURVEYOR <br />#SW DowgERINO EYMaANY <br />MTAO NAM LAND SUM00W <br />P.O. BOX 1478 <br />P.O. BOX 2M <br />EYEREIT, WA 98206 <br />000DINWLLE, WA 98072 <br />CONUACT.. BRIAN R. KAAB, P.E. <br />PH: (425) 486-1252 <br />PH: (425) 303-9363 <br />EMAIL INFOOINSIGHIENGINEERING.NET <br />S 4 AND 5, B 9. RFPIAT OF THAT PORTION OF PINEHURST DMSTON <br />LYING FAST OF ALIEV FAST OF COMMERCIAL AVENUE. ACCORDING <br />THE PUT THEREOF, RECORDED IN 6DLUME 9 OF PUTS, PAGE 37, <br />%ADDS OF SNOHOMISH COUNTY. WASHINGTON. <br />EWER MTH THAT PORTION OF VACATED MCDOUGALL AVENUE <br />BT1NG SAID PROPERTY AS WOULD ATTACH UY OPERATION OF LAW <br />RSUAHT TO ON OF IXREE ORDINANCE NO. 5M-78. <br />LATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON. <br />DRAINAGE DEPARTMENT <br />OPTIC WORKS PERMIT IS REQUIRED PRIOR <br />STARTING ANY CONSTRUCTION ON THIS <br />VEST. APPROVAL FOR MIS PROUECT IS <br />IDIRI PER CURRENT STANDARDS AND <br />'IRES UNLESS <br />INSIGHT ENGINEERING CO. <br />P.O. BOX - 1478 <br />EVERETT, WA 98206 <br />(425) 303-9363 (425) 303-9362 FAX <br />INFO@]NSIGHTENGINPERING.NEL <br />SITE ADDRESS: W19 BROADWAY CO SE <br />EVERM,, WA 9UW <br />TAX ACCOUNT NO.'S: 00544B00900400 <br />SW 114, SEC. 05, T.28 N., R.05E., W.M. <br />EDORA <br />SHF <br />SPI <br />DEMOLITION SITE PLAN Of <br />