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Preliminary Short Plat (2).pdfNE OF THICK ' THICKENED EDGE (TYP) EX SSMH — I RIM=325.14' IE CTR. CH.)=318.51' IN S,E,N), OUT(W) EX CB RIM=324.43' IE 12"CPEP? S,W)=319.88' IE 12"CPEP? SE)=319.93' 1 EX CB RIM=325.10' IE 12"CPEP?(NW)=320.60' IE 6"PVC(E)=322.74' i I APPROX. WATER MAIN LOCATION PER CITY CIS. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. ABANDON EX. I SEWER STUB i NE 114, SW 114, SEGOS, T.27N, R.04E, W.M. CITY OFEDMUDS, WASHINGTON i 1WZ_A_ 00P0AL Z_ BZ-ACH (/Oz l�/lil� 5, Pa G� ig) \ I \\ I NO. 2105 NO. � N0. o I \ PARpE 00 pgcct 02106 PARpE 002104 o o \� TB -1 00515,00 00515,000 00515,00 (3)MB'S fITH2" BRASS X', DOWN 0.9' DISK AND SCRIBED SW COR. TR. FOUND 1/2" REBAR AND CAP "AXIS EX SSMH 40094; 43347, 38479, 41957, RIM=346.05' FOUND 1/2" REBAR AND CAP "AXIS 40094; 43347, 38479, 41957, NW COR. TR. - 21 37 OCT 2018 38011 , ON CALC'D NORTH IE(CTR. CH. E,W)=33�.66' PROPERTY LINE (OCT 2018) 38011 ON CALC'D NORTH PROPERTY LINE (OCT 2018) _ c114 0 FOUND��, FON �2HOT T BASE OF 0.& L I =O �� I SS PS I 2.4' E OF CALC'D PROP. 1 COR. (OCT 2018) \ S S WM \ IL SS ` _ - I EXISTIPG RETAINNG WALL / 20_03'\ \ WM 8' Om LPK-f eE - N PP-0 \ -- W _ -�- J \ 111 34' - r \ \ l \ \ \ \ N89 04 09"W , 13.79 WV �HYD/ _ � — RT 8„ V oI II \ (BURIED. ) j 1 \ \ \ \�� `�6 BL \ \ t \ \ ®� - - �"'?- - - 10' BSBL .1' N OF c�uc'o \ \ I Q \ DOCUM&TEb FILL 1 I I \ , w N. 1 L ITRANSMISSION ® AREA UNSUITABLE FOR � i � I � � ND/OR DISTRIBUTION LINE EASEh1EN �bo \ ON SITE 4NFIL�RATION_ I ® �� ®1 / \ RU EC. NO. 2162068 I 2 10'C / 110 R/W - \ \ P \® � 5 (n I DEDICATION I 2.088 SF. / / / I I ® \ N / i V) Wag �� �LOT 1 I I \ I \ C6 \ OF T� I 9ou/M / EN F1soO 1,SF. ° i o p OE 718 t r\k Q 5R00003 �00,31 / 4/ffl '\ // r ® 1 8" CONCRETE ( I� \ \ HOUSE `� / // r 'CONCEPTUAL\,I RETAININ WALL 1 \ 15809 70TH AVE W BOLE 3 EX CB D NTIO(4 PIPE l 1 m FF-351.25 % o RIM=329.46_ 6' / �\ M 11 1 \ FF(BSMT)=345.11 I N / IE 12"(N,S) 324 9 \ ,I c (TO REMAIN)' p' NE Ri ,� L----moo- - 5- ---- -- �I I G �, POWER POLE �� N F R l 1 LOT 2 I N �16,197 SF. / mI / / I RELOCATE OR REPLACE EX. ° VVV /I m z H END OF FD�E WATER METER, FUTURE m >� 1 \ / {► / SERVICE FOR LOT 1. o ,0) 04 i �" CONCRETE /�,{ N RETAINING WALL / / I 1 / OC ' o I/ PROP. l CALCO I\ REROUTE EX. GAS N ��,os \ \ \ 1 / / 1 / ° I l J SERVICE LINE FOR EX. z / - 00�39, \\ \ \ \ f I l / I ° HOUSE ON LOT 2. I 33� " - �30 _� �_ N89 04109"W 92.04' _ L l / CO VEY AT LEAST 675 _. 6 S = I 30.8,0' l / / SF OF EXISTING ROOF A- AR INSTALL THREE NEW SIDE ./ \SD.. / / AR TO NEW DRY WELL � / ) I Lq o0 / / SEWER LINES. CONNECT EX. / (i ---- (� . a Q / ° v i 6"F I c� o HOUSE ON LOT 2 TO NEW I '_ 6' J N SIDE SEWER LINE. / S m :\: : :: 1,784 SF. :. ROAD cam\ SS _ N , :.... ROAD TRACT : z 1 / / / / / o I. -.. ..:\.:. . l.: ... / i l _ 9.46, / �0.8 _ �� POD INSTALL TWO NEW WATER A _ 0 N89'04'0p'W 89.94' / / / / / / / 0.8' E SERVICE METERS FOR LOTS 2 �3 I O /p0 \ / r / /USE iII) ON LCONNECTAND 3. OT 2 TO WATER SERVICE. ICE. i f Ifryo�'�5 ` / // / / FLOWLINE OF p1 i I I/ \ � \ E � a' wTHICKENED r- EDGE (TY) / SHED / Y III \ \� - (TBR) EL NO o v' S�6 ' - I / / I� \25' BSBL / �I I I I ® / 11 1111��"/� E ��° FARO 003724 \ I F ------� 0 BSBL JA l 31p0, i I �©(m LOT 3 I I 1 ` \ / I / 1 END OF I / ® 12,503 SF. \ N89'04'09"W 92144' / '� / 1.1' w OFO I� -LK 340 i / / l I 342 i �N,-_ -__34� - ---- ----- ---- -- 546 / / 10BSBL/� w® / IF7 _ b � FOUND REBAR AND 1-1/2"� I I - --�O�SBL ALUMINUM DISC MEYERS , ON I / / / 38 16 13 8 M __ -_ � \ T - rt T- �� CALCULATED RIGHT-OF-WAY 10 �/ / ® -0.6' N / ® �\ TO \ 1/ 4 (OCT 2018) cn 2 ,d' ( N89`04b9"W 213.79 -PP- D®� - --F�wgle \ /l (2)MAILBOXES ® \` OAE `SS8 / POWER POLE °a °kn / � cNf� r l I � \ r I WEST 233.5' EX CB I RIM=341.76' IE 12"CPEP(N,S)=337.46' IE 12"CPEP(E)=337.86 EX SSMH EX CB RIM=342.49' RIM=342.73' IE(CT. CH.)=334.91' I S I IE 12"CPEP(W)=340.53' 8' IN(S), 8 OUT(N) I I z� oI 1.5' I i I oI I RCE� N016 T/Q J7 P1 '100003 1Wz6 DO Z)AL Z L Ch' 00515 05 5, 1zDA GZ_ J9) t / 20' TRACT0.1 _I J i cr 16' PAVEMENT WIDTH -2 'z I� 0 2.1 J 2% MAX EXTRUDED CURB- 2" MIN. AC PAVEMENT 2" - 5/8" CSTC PAVEMENT COMPACTION -92% RICE DENSITY 4"- 1-1/4" CSBC APPROVED SUBGRADE SUBGRADE, BASE, TOP COURSE COMPACTION 95% (ASTM 1557) PRIUATEROAD DETAIL: NOT TO SCALE EDMONDS DWG. NO. E-2.1 LEGEND ❑ EXISTING STORM DRAIN CATCH BASIN (CB) Q EXISTING SANITARY SEWER MANHOLE (SSMH) D4 EXISTING WATER VALVE EB EXISTING WATER METER EXISTING FIRE HYDRANT E1 EXISTING MAILBOX -0- EXISTING POWER POLE XX" F EX. CONIFEROUS TREE XX" M EX. DECIDUOUS TREE e//7//777/777/I ! / CU/1L/LLC/!1L/L1 EXISTING BUILDING EXISTING CONCRETE EXISTING PROPERTY BOUNDARY - - EXISTING CENTERLINE - — XXX — EXISTING CONTOUR (MAJOR) - - - - XXX - - - - EXISTING CONTOUR (MINOR) / EXISTING EDGE OF ASPHALT — EXISTING EASEMENT > EXISTING FLOW LINE G EXISTING GAS LINE - - EXISTING LOT LINE ❑HP EXISTING OVERHEAD POWER — EXISTING RIGHT-OF-WAY SD EXISTING STORM DRAIN LINE SS EXISTING SANITARY SEWER LINE - W EXISTING WATER LINE 0 CB#X PROPOSED CATCH BASIN • SDMH#X PROPOSED STORM DRAIN MANHOLE 0 PROPOSED SS CLEAN OUT (SSCO) im PROPOSED WATER METER I r - - - '�� PROPOSED BUILDING L _ _ J W/ ROOF OVERHANG PROPOSED ROADWAY PROPERTY BOUNDARY DEDICATION - - - - - - - - BUILDING SETBACK LINE - - PROPOSED LOT LINE SD — No PROPOSED STORM DRAIN LINE SS to PROPOSED SANITARY SEWER LINE W PROPOSED WATER LINE HARDSCAPE AREA CALCULATION TOTAL PROPERTY AREA: 42,488 (0.975 AC) ON -SITE HARDSCAPE EX HOUSE TO REMAIN 1,900 SF. EX WALK/PATIO TO REMAIN 800 SF. NEW PVT. ROAD 1,480 SE LOT 1 NEW ROOF 3,900 SF. LOT 1 NEW DRIVEWAY 750 SF. LOT 2 NEW ROOF Z400 SF. LOT 2 NEW DRIVEWAY 2,750 SF. LOT 3 NEW ROOF 3,900 SF. LOT 3 NEW DRIVEWAY 750 SF. TOTAL 18,630 SF. OFF -SITE HARDSCAPE NEW PVT ROAD ENTRANCE 220 SF. TOTAL 220 SF. TOTAL NEW/REPLACED HARDSCAPE: 16,150 SF. TOTAL EFFECTIVE NEW/REPLACED HS: 9,850 SE LOT COVERAGE CALCULATION MAXIMUM LOT COVERAGE ALLOWED: 35% OF NET LOT AREA DESIGNED BUILDING FOOTPRINT: LOT 1 CONCEPTUAL SFR= 3,900 SE (32,57.) LOT 2 EX/PROP BUILDINGS= 4,300 SF. (26.57.) LOT 3 CONCEPTUAL SFR= 3,900 SF (31.27.) CALL 811 TWO (2) BUSINESS DAYS BEFORE YOU DIG COPYRIGHT O 2019 r .Lw 52841 'ISTERF� L LATE y� RECEIVED AUG 012019 DEVELOPMENT SERVICES COUNTER SCALE: 1" = 20' 0 20 40 BENCIAIARK ELEV=429.91' VERTICAL DATUM: NAVD88 FOUND CONCRETE MONUMENT IN CASE WITH 3" BRASS DISK, 3" BELOW SURFACE AT THE INTERSECTION OF 68TH AVE W AND 164TH ST SW SITE T.B.M. 11V ELEV=324.51' VERTICAL DATUM: NAVD88 FOUND 4"X4" CONCRETE MONUMENT WITH 2" BRASS DISK AND SCRIBED Y, DOWN 0.9' ALONG 70TH AVE W, AS SHOWN ON PLAN EQUIPMENT AND PROCEDURE (PERFORMED BYLDC): METHOD OF SURVEY: SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION: LEICA MS-50 ROBOTIC TOTAL STATION WITH DATA COLLECTOR AND LEICA GS-16 GPS MAINTAINED IN ADJUSTMENT TO MANUFACTURES SPECIFICATIONS AS REQUIRED BY WAC 332-130-100 PRECISION: MEETS OR EXCEEDS STATE STANDARDS WAC 322-130-090 BASIS OF BENNG. NAD83/91 FROM GPS OBSERVATION MONUMENTED CENTERLINE OF 70TH AVENUE WEST (BEARING = N 2.04'29" W) SHORT SUBDIVISION DA TA: EXISTING ZONING: RS-12 PROPOSED ZONING: RS-12 PROPOSED USE: RESIDENTIAL TOTAL SITE AREA: 44,576 SO. FT. (1.023 ACRES) PROPOSED I OF LOTS: 3 WATER SOURCE/PURVEYOR: CITY OF EDMONDS SEWER METHOD/OPERATOR: CITY OF EDMONDS FIRE DISTRICT: CITY OF EDMONDS SCHOOL DISTRICT: EDMONDS SCHOOL DISTRICT #15 DENSITY CALCULATIONS: GROSS AREA: 44,576 SQ. FT (1.023 ACRES) LESS TRACT 999: 1,784 SQ. FT. (0.041 ACRES) LESS R/W DEDICATION: 2,088 SQ. FT. (0.048 ACRES) NET AREA: 40,704 SQ, FT (0.934 ACRES) NET DENSITY (3 D. U./0.934 AC): 3.21 D. U./ACRE LEGAL DESCRIPTION THE NORTH 2O8.5 FEET OF THE WEST 233.5 FEET OF TRACT 37, MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, EXCEPT THE WEST 20 FEET THEREOF CONVEYED TO SNOHOMISH COUNTY FOR ROAD BY DEED RECORDED UNDER AUDITOR'S FILE NO. 723435, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SUBJECT TO ALL EASEMENTS, RESTRICTIONS, AND RESERVATIONS. SITUATED IN COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ENGINEER WESTERN ENGINEERS & SURVEYORS, INC. 9740 EVERGREEN WAY EVERETT, WA 98204 PHONE: (425) 356-2700 FAX: (425) 356-2708 SURVEYOR LDC CORP 20210 142ND AVENUE NE WOODINVILLE, WA 98072 PHONE: (425) 806-1869 FAX: (425) 482-2893 OWNER OFIlVTEREST/ DAVID MURESAN APPLICAAWCONTACT 15809 70TH AVENUE W EDMONDS, WA 98026 PHONE: (425) 443-6576 EMAIL: 1 ROSEHILLPLACE@GMAIL.COM TAX ACCOUNT NO.(S): SITE ADDRESS: 00513100003717 15809 70TH AVE W PFN 18- EDMONDS, WA 98026 PRELIMINARY SHORT PLAT MAP FOR: MURESAN SHORT PLAT NE 114, SW 114, SEC.05, T.27N, R.04E, W.M. CITY OF EDMONDS, WASITNGTON DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE TAS 06119119 T. SARKELA 1 "--20' DRAWING FILE NAME CHECKED BY1 F.B. NO. JOB NUMBER SHEET NO. 181751 ABASE DWG TAS - 18-1751-A 1 OF 1