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NW 114, SEC. 11 T.28 N., R.4 E., W.M. <br />CITY OF EVERETT, WASHINGTON <br />\ ------------------ <br />\ \ I <br />I <br />I <br />25, I <br />\ \ \ 00436800003600 <br />CB RIM=337.53 <br />\ NI \ \ \ IE 12" RCP(N)1=334.33 <br />\ IE 12" RCP S)=334 33 I <br />8 <br />\ \ IE 10" PktE=335.18 I CB RIM=339.9 <br />`J \ I I IE 10" PVC(W) <br />/ I <br />\ \ 23 \ \ 29043600306600 <br />SEAHURST MANOR 23 PROPOSEcn \ \ \ \ <br />VOL. 25, PG. 101 _ - -0,�5' _ _ HE 0.7' \ \ BLOCK <br />W LL / / / l I ��� - 55'17" E 211.86' <br />CHAIN LINK FENCE <br />--�--�------r- r� 8'53'15"E 197.83'13 I <br />12 <br />0 0 \ \ r <br />I I I I II�494\I 1 1 <br />7,.F. \ 1 \ \ <br />/,) I I I I I I I • °.. e / / \ \ \ 'p dSEd <br />O�WAL <br />I SP 136-95lt <br />' - _ IJfG T/^� <br />I A.F.19608055003 I / J - - <br />I <br />1 / / o / ri, 11 /- r <br />I I PROPOStD / / // / ! r..:•,.•I �j <br />r \ <br />I I 5 WALL � <br />, IIII , l / I l�`_- \ _:t,:�:` I l ---Y \ ,� <br />/&Z <br />�� / <br />!�EPEN r I ///// -� If <br />I IIII 1 1 / / III I I PROPOSED ll I <br />r \� BLOCK <br />I\WALL,/�//Jll loll I <br />I\ III 01 <br />\ IIII I I J777T I <br />:- I I III ' •<.: •.. .. �) P ' �- �' \ \\ // / //// / <br />------------I-- I ►I 1 1 �` :;.; ..,.'.:I�;I (�I J I I I / 1 // I DAT 7 �/ 111/l jlll l/ <br />$ <br />Ln <br />Irt <br />i 1 0zII I// // 4 ' ' II II % III IKtOO F. <br />SP 136-95 1 0II/ <br />A.F.19608055003 /l <br />/l l <br />/ / I \ I I ISO <br />PA a3so�o. 600 <br />III / /7998 0043680000.9 0 \ \ \ \ PEDESTRIAN <br />Jill <br />I 2804010010 40TRAL <br />/ l <br />2RA1 �\ S.F. <br />IIIII\ \\ \\I \I��\ \\) <br />--------- <br />----r- I\ / / / IIII <br />I �� � IIII � �/ / 1 l IIII IIII ► \ \ \\ \, <br />00 IIII \ \ \ <br />°� \ \ \ \ \ 1 5' PE TRIAN <br />I I I l \ \ l EAS n(T l IIII \ \ \ <br />I -- 1 I �1 I •• / / \ \ pT 6 \\ \ <br />/4, 00- W. <br />2 I I Ij I I / 7`/ D /' _ � - I� IIII IIII 6 \ <br />S.P.11202-53-97 III IIII ' 15B I - PROPOSED �\ \ _ _- - - I I IIII I <br />A.F.19812145002 I III III = 1 <br />I LOT \ <br />\\ i ROCKERY <br />/CKERY�TYP.�\/. \-- I/I II I II <br />II <br />F. \\ IIIIIN 8330" E ten1 <br />.8\ 2II 1I r------ I--- --- \ 4- .;:;•. `.�•; \ ( l / 3h" ////�,/�/ \\ \\ \� lI IIII III I I I <br />/-�%//�///I I I I III Illl IIII IIII I <br />1 I II <br />1 77771 <br />I I .177�,� <br />I I I lip <br />1 I 1 '.... • N ;�.,-. • I I I //_ j i i I III IIII IIII III / <br />1 I I oo43s8000037oHousE i 7ig I 1 2 i' I / 1 // /' - - - 'j - - - - f <br />I PT: 21 +48.36 HOU ,I o 1 // LET 4// // J I I I I I I I I I I I I 1 <br />I 1 a 1a'os• i/ I Iz I I -- S / 5,557 / _D TI A FpA I I I I 1 I I I I I I <br />I I PC: 2311.63 R=139.3 I I �' . \ � (TI <br />991III III IIII IIII I I I I I I <br />� I : •- � - III II 1 I <br />®. WOOD FZNCE Y _L F.FL <br />-� - // ' /� �_ I III IIII III I I l <br />- 799- �.F:' � / � - � I I b 1 ,�7p S.F. I 1 I I <br />- - - - .... :.. ,. �:,:.. / : •...}.� ..; / / \ 1 III IIII III I I <br />IX B <br />I <br />PLATI OF <br />EVERETT DELLS <br />VOL. 12, PG. 68 <br />I 9 <br />D I EX. 6" <br />=338.35 <br />I <br />IE 12" CPP(N)=335.17 <br />IE 12" CPP(S))=355.17 ° / <br />_ <br />/ <br />5' W _ / <br />SSC RIM=348. <br />I <br />24 1hr I <br />:.1.:°.': .r" <br />; • / / / / / // _� - I I I <br />/ / <br />----�. <br />D•`.\ •I <br />/ <br />FOUND CASED CONC. MON. \ - - �- CL I <br />\ <br />I 54TH ST. S <br />-I <br />I <br />\ <br />W/BRASS NAIL IN 1" IRON PIPE i 6 <br />DOWN 0.5'. VISITED 11-27-19 • : x \ �` No <br />8" SD': G1�dVEL <br />. %.. <br />�'; . <br />\ <br />.GRAV�� ' \ °/ /Ilk <br />`. /� •: y �3 �� <br />°'Y� : - - / / / / / / / I <br />BH IX FA \ - SSMH RIM=344.38 <br />FOUND CASD CONC. MON. AT THE 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 I <br />INTERSECTION OF SEAHURST AVE. & B RIM=338.53 IE 8" RCP(Ej=338.40 E 8' <br />547H S.W. \ \\ / IE 12" RCP(N=334.98 <br />ELEV. = 338.77' IE 12" RCP(S�=33.4 98 1 00436800004103 I <br />IE 8" RCP(E) 335.43 <br />N I <br />\ : \ 00436800004101 <br />\ 0 25' \ 00436800004102 <br />Scl <br />`s <br />\ o \ <br />� \ <br />\ <br />\ <br />Kn ow wh at's be I ow. FOUND CASED CONC. MON. <br />Cal I before you dig. W/BRASS NAIL IN CONC. <br />DOWN 0.6'. VISITED 11-27-19 <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 />\\\ 4-,�9� <br />15' SEWER <br />EASEMENT TO I -L�5 <br />CITY OF EVERETT / � • %•. � - � - - � \ � � / / // I I <br />RECORDED <br />12020092JO693 I .•I a / r \ ' I ' / / / I <br />I <br />-\ 3 i LOT] I i1-1 <br />00436800004000 $ a/ 7,399 S.F. I \ <br />\ \I I <br />--------------------- \\\ <br />/ \ \\ N 90'00'00" W 215.67' <br />CHAIN LINK FENCE <br />F`7UND I" IRO IPE <br />2 (S) 0.1 (E) OF <br />CORNER. FENCE 0.9'(S) <br />AT CORNER co <br />00436800004201 <br />S�AHURST LANE' <br />SCALE: 1" = 40' <br />40 20 0 40 80 <br />LEGEND <br />+ EXISTING MONUMENT (AS SHOWN) <br />E-_-Oa SECTION 114 CORNER NOT FOUND <br />SECTION CORNER NOT FOUND <br />FOUND REBAR/CAP OR I.P. (IRON PIPE) <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 />EOP <br />EDGE OF PAVEMENT <br />BOW <br />BACK OF WALK <br />0 CB <br />STORM DRAIN CATCH BASIN (CB) <br />O SD <br />STORM DRAIN MANHOLE (SDMH) <br />O SS <br />SANITARY SEWER MANHOLE (SSMH) <br />0Co <br />SANITARY SEWER CLEAN OUT (CO) <br />_C�_P <br />POWER POLE <br />-0-cP <br />GUY POLE <br />❑ WM <br />WATER METER <br />I>< <br />WATER VALVE <br />WV <br />FMB <br />MAILBOX <br />UTILITY POLE ANCHOR <br />FIRE HYDRANT (2 NOZZLE) <br />TYPE I NGPA SIGN <br />PROPOSED WATER <br />PROPOSED SANITARY SEWER <br />PROPOSED STORM DRAINAGE <br />PROPERTY LINE <br />X <br />EXISTING FENCE LINE <br />EDGE OF PAVEMENT <br />XXX <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />PRE-EXISTING DRAINAGE PATTERN <br />COE STD <br />CITY OF EVERETT STANDARD DETAIL <br />PE <br />POLY ETHYLENE <br />SffE T INDEX <br />C1.0 COVER SHEET <br />C1.1 EXISTING FEATURES MAP <br />C2.0 TESC AND GRADING PLAN <br />C2.1 TESC AND GRADING NOTES AND DETAILS <br />C3.0 ROAD AND DRAINAGE PLAN <br />C3.1 ROAD AND DRAINAGE PROFILES <br />C3.2 DRAINAGE PROFILE <br />C3.3 DETENTION PLAN AND DETAILS <br />C4.0 SEWER AND WATER PLAN <br />C4.1 SEWER AND WATER PROFILES <br />C4.2 SEWER ADN WTER NOTES AND DETAILS <br />TEXTUAL SITE DATA: <br />EXISTING ZONING: ....................... R-2 <br />PROPOSED ZONING: ....................... R-2 REV. NO. <br />PROPOSED LAND USE: ....................... SINGLE FAMILY RESIDENCE <br />PLAT AREA: ....................... 5.01 ACRES = 218,171 S.F. <br />SMALLEST LOT PROPOSED: ....................... 4,500 SF (LOT 6) <br />TOTAL LOT YEILD PER EMC 39.130.E(4.a) <br />A) TOTAL LOT AREA = 218,171 SF <br />B) MINIMUM AREA PER R-2 ZONE 5 000 SF <br />SF <br />MAXIMUM NUMBER OF DWELLING UNITS 7B = 43.6 UNITS OR 43 UNITS <br />PROPOSED NUMBER OF DWELLING UNITS 10 <br />OPEN SPACE PER EMC 39.130.E(5. b) <br />TOTAL LOT AREA = 21,817 SF <br />REQUIRED OPEN SPACE (10i OF SITE AREA) = 21,817 SF <br />PROVIDED OPEN SPACE = 22,517 SF <br />DESCRIPTION <br />0312912023 <br />INITIALS I DATE <br />PI SW <br />54111 S1 SW Site <br />N <br />W E' - <br />hs, VICINITY MAP <br />S SCALE: 1 `2000' <br />TQUIPHTNT AND PR0CTDURT' <br />METHOD OF SURVEY: <br />SURVEY PERFORMED BY FIELD TRAVERSE <br />INSTRUMENTATION: <br />LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION <br />PRECISION: <br />MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 <br />BASIS OF BEARING: <br />THE MONUMENTED CENTERLINE OF SEAHURST AVE. <br />AS THE BEARING OF N. 1713'20" W. <br />TBM <br />FOUND CASD CONC. MON. AT THE INTERSECTION OF <br />SEAHURST AVE. & 54TH ST. S.W. ELEV. = 338.77' <br />DATUM: <br />NAVD 88 <br />ENGINEER/CONTACT SURVEYOR <br />INSIGHT ENGINEERING COMPANY PACIFIC COAST SURVEYS, INC. <br />P.O. BOX 1478 P.O. BOX 13619 <br />EVERETT, WA 98206 MILLCREEK, WA 98082 <br />CONTACT: BRIAN R. KALAB CONTACT: DARREN J. RIDDLE, PLS <br />(425) 303-9363 PHONE (425) 512-7099 <br />FAX (425) 303-9362 FAX: (425) 357-3577 <br />APPLICANT / OWNER <br />KEYSTONE LAND <br />13805 SMOKEY POINT BLVD <br />MARYSVILLE, WA 98271 <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 />0M§0@mv RM@OMRE° 0M@ 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 I JRC 11-19-21 1"=40' 18-0915 <br />AS -BUILT SHEET <br />COVER SHEET I C11, 0 <br />