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0 g U LE " SECTION 13, TOWNSHIP 28 N , RANGE 4 E, W. M. <br /> TOPSOIL/STOCKPILE NOTE: <br /> i LEGAL DESCRIPTION PILES ARE TO BE COVERED W/ <br /> r-• • • SECTION 13 TOWNSHIP 28 RANGE 4 QUARTER SW LOT PLASTIC SHEETING WITHIN 24 HOURS. <br /> APR 13 20� 28041300306900 2 TGW 1/2 INT IN TRS 998 & 999 OF CITY OF EVE CONTRACTOR TO INSTALL SILT <br /> SP 1202-019-01 REC AFN 200412175257 BEING A <br /> ROOF I FENCING WHERE NECESSARY ALONG <br /> T -0“ATE+ REt TT OVERHANG 4'x4' CONC. PTN OF SW1/4 PERIMETER IF VEGETATIVE BUFFER <br /> NPermit Servic ±64' DECK (11 SF) DOES NOT PROVIDE ADEQUATE <br /> EX. SFR SITE DATA PROTECTION. <br /> \ 5'BSBL TOPSOILSITE ADDRESS: 9824 HOLLY DRIVE EVERETT, WA 98204 <br /> \ T [ B� _ 20' SEE NOTE I 28041300306800 TAX ACCOUNT NUMBER: 280413-0030-6900 SPLASH BLOCK NOTE: <br /> \ 11' 1 0, \ ZONING : R-2 A MAX OF 700 SF OF ROOF MAY BE <br /> _ / STOCKPILE \ DIRECTED TO EACH SPLASH BLOCK. <br /> \I I PROP. DADU /` 41 SEE NOTE PROP. D/W OWNER/APPLICANT ADDITIONAL SPLASH BLOCKS MAY BE <br /> ' (951 SF) II (BMP C123) PARKING PARNEETA LAL ADDED AS NEEDED. <br /> A l N FF=582.0 •C 6) f22' 597 SF) 9824 HOLLY DRIVE <br /> EXISTING FEATURES NOTE: <br /> U! I.. LIMITS OF CLEARING EVERETT, WA 98204 <br /> SPLASH BLOCK 18' NO TOPOGRAPHIC SURVEY HAS BEEN <br /> (SEE NOTE) 33' �`'. • a .W ' I MARK W/ORANGE PREPARED FOR THIS SITE. ALL <br /> '20' a _ FLAGGING (3,353 SF) CIVIL ENGINEER EXISTING INFORMATION SHOWN IS FROM <br /> _ _ _ _ _ r° ° 1 (BMP C103) OMEGA ENGINEERING, INC. OTHER CONSULTANTS OR BASED ON <br /> �J JOSEPH SMEBY, PE <br /> INSTALL(SILT 7 D SITE OBSERVATIONS OR APPROXIMATED <br /> FENCE IF ' , , 34' I 2707 WETMORE AVE. FROM INFORMATION AVAILABLE ON THE <br /> NEEDED N.. 1 T�LJ 5' EVERETT, WA 98201 CITY OF EVERETT WEBSITE. <br /> (BMP C233) i , \4'x6' CONC. II _ LANDSCAPE 425.90 59.19 EXISTING DRAINAGE FEATURES ARE <br /> I F:425.259.1958 <br /> o n 1 DECK (16 SF) I I BUFFER APPROXIMATE AND BASED ON SITE <br /> i' 1 z x, ,� +I X. FLOW AF#200412175257 20' OBSERVATIONS. <br /> ,` ' P , BLDG FOOTPRINT ARROW _ ACCESS & <br /> ' �i-H g )(TYP.) UTIL. ESM'T C' <br /> 50' FLOW � 1,334FR SF L ; 1 A.F#200412175257 — — — — �—— �Q <br /> PATH (TI P.) __V\___ <br /> ; cp ry G ±1,715 SF (ROOF) , EX. _ /5) <br /> . / �� <br /> ' <br /> ' 28041300306900 �°' CONC. ' APPROX. LOC. �� / 4.- �``,, o <br /> o r EX. WATER LINE U) • ��� f JV 0 <br /> Q` t,• Z ij <br /> '� ROOF LINE pi- �W W W W W W W W - /. <v ® �rco <br /> 4 N ' _ ; L \ EX. PAVEMENT W <br /> I coi W W /44Q/ <br /> ®r- <br /> o43' J u) � / _ I6� r n / cam 0� :Siii a< <br /> -� / � — �. <br /> Wo 5' BSBL S SS - - - - - —S� �— l vVV - - - f � NJ <br /> 582 ' � � � � � /\ / f c <br /> o ±88' EX. D/WTOBE � 5' \ SSV Z <br /> USED AS CONT. ENT. / <br /> LANDSCAPE — c_ <br /> SD• SD SD SD \� (BMP C105) BUFFER <br /> CONNECT TO EX. SD SD SD SAF#200412175257 r SD— — S( / `' L'�ij, <br /> APPROX. LOC. SEWER LINE 01001800000300 L APPROX. LOC. <br /> 8O f I a <br /> I �X. STORM LINE EX. WATER METER APPROX. LOC. // I <br /> 0 01001800000400 i CONNECT / EX. SEWER LINEI / -~G�' <br /> TO EX. WATER LINE / � � �, I <br /> EXISTING SOIL & VEGETATION NOTE: "PO jy \�ED z <br /> DADU BUILDING HEIGHT CALCS THE SOIL ANALYSIS FOR THIS PROJECT FOUND THE <br /> LOT COVERAGE BY BUILDING SIDE EX. ELEV. PARKING REQUIREMENTS: EXISTING SOILS TO BE ALDERWOOD-URBAN LAND COMFIIEMJC 9 QRif DEPARTME" " I <br /> LOT SIZE = 7,726 SF = 0.18 ACRE A 582.0 EXISTING STALLS FOR SFR = 4 WITH A DEPTH TO WATER TABLE APPROXIMATELY 18-36 �- ii <br /> PROPOSED ADU= 951 SF B 582.0 2 GARAGE INCHES BELOW GRADE. THE SITE IN THE AREA OF BY,_... •-w G ___ - / <br /> % LOT COVERED BY BUILDINGS = C 582.0 2 DRIVEWAY DISTURBANCE CURRENTLY CONSIST OF LAWN. D C) <br /> 951 SF + 1,334 SF / 7,726 SF=0.296 D 582.0 77i' <br /> IT`(O1 EV RET EVIT,' .D FOB'71 <br /> X 100% AVG ELEV.=582.0'14 = 582.0' NEW STALL FOR DADU : 1 NOTE: a�� // ' <br /> =30% BUILDING LOT MAX. BLDG 582.0' + 18'=600.0' 1 DRIVEWAY NO BOUNDARY SURVEY HAS BEEN PERFORMED FOR THIS T W 230 j'� 9 <br /> COVERAGE HT.= f N PROJECT. PROPERTY DIMENSIONS ARE APPROXIMATE AND Know what's below. <br /> MAX. BLDG LOT COVERAGE =40% HAVE BEEN PROVIDED BY INFORMATION AVAILABLE ON Call two business <br /> QUANTIFIED SURFACE AREAS GRADING QUANTITIES: THE CITY OF EVERETT WEBSITE. NO ADDITIONAL SURVEY <br /> days <br /> CUT = 60 C.Y. <br /> beforeyou dig. <br /> HAS BEEN PERFORMED ON THIS SITE. <br /> TOTAL PROPOSED ROOF AREAS = 951 SF FILL = 60 C.Y. <br /> TOTAL PROPOSED OTHER HARD SURFACES = 624 SF O M EGA SITE PLAN <br /> BREAKDOWN:POLLUTION-GENERATING = 597 SF GRADING QUANTITIES ESTIMATED BASED ENGINEERING, INC. LAL DADU <br /> NON-POLLUTION GENERATING = 978 SF ON CURRENT SITE INFORMATION & <br /> ASSUMED EXCAVATIONST ECESSARY o ,o �0 2707WetmoreAvenue DATE JOB NO. SCALE SHEET <br /> TOTAL PROPOSED (ROOF & OTHER) SURFACES= 1,575 SF FOR PROPOSED IMPROVEMENTS. I�H� AL SCALE Everett,WA 98201 <br /> TOTAL LAND-DISTURBING ACTIVITY= 1,575 SF (o)425.903.4852 (f)425.259.1958 9/29/22 22-0905 1" = 20' 1 OF 1 <br /> PFN: <br />