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SECTION 13, TOWNSHIP 28 N , RANGE 4 E, W. M . TOPSOIL/STOCKPILE NOTE: <br /> LEGAL DESCRIPTION PILES ARE TO BE COVERED W/ <br /> -- - SECTION 13 TOWNSHIP 28 RANGE 4 QUARTER SW LOT PLASTIC SHEETING WITHIN 24 HOURS. <br /> 2 TGW 1/2 INT IN TRS 998 & 999 OF CITY OF EVE CONTRACTOR TO INSTALL SILT <br /> ROOF 28041300306900 SP 1202-019-01 REC AFN 200412175257 BEING A FENCING WHERE NECESSARY ALONG <br /> OVERHANG 4'x4' CONC. PTN OF SW1/4 PERIMETER IF VEGETATIVE BUFFER <br /> o ±64° DECK (11 SF) I DOES NOT PROVIDE ADEQUATE <br /> SITE DATA PROTECTION. <br /> 5'BSBL TOPSOIL 1 EX. SFR <br /> SITE ADDRESS: 9824 HOLLY DRIVE EVERETT, WA 98204 <br /> 2 <br /> \ B� 0' SEE NOTE 1 28041300306800 TAX ACCOUNT NUMBER: 280413-0030-6900 SPLASH BLOCK NOTE: <br /> 11' ZONING R-2 A MAX OF 700 SF OF ROOF MAY BE <br /> STOCKPILE \ DIRECTED TO EACH SPLASH BLOCK. <br /> \ PROP. DADU +� SEE NOTE ROP. D/W OWNER/APPLICANT ADDITIONAL SPLASH BLOCKS MAY BE <br /> 1 (951 SF) IC 0) ±22' 5(BMP C123) PARKING PARNEETA LAL <br /> (1 ADDED AS NEEDED. <br /> A l N FF=582.0 • 97 SF) 9824 HOLLY DRIVE <br /> EVERETT, WA 98204 EXISTING FEATURES NOTE: <br /> a LIMITS OF CLEARING NO TOPOGRAPHIC SURVEY HAS BEEN <br /> SPLASH BLOCK I MARK W/ORANGE PREPARED FOR THIS SITE. ALL <br /> (SEE NOTE) � 33' wa W � CIVIL ENGINEER <br /> 1 20' a a FLAGGING (3,353 SF) EXISTING INFORMATION SHOWN IS FROM <br /> a OMEGA ENGINEERING, INC. OTHER CONSULTANTS OR BASED ON <br /> n ° J a 1 (BMP C103) JOSEPH SMEBY, PE SITE OBSERVATIONS OR APPROXIMATED <br /> INSTALL SILTS D <br /> FENCE IF , , I 2707 WETMORE AVE. FROM INFORMATION AVAILABLE ON THE <br /> ----------------- / EVERETT, WA 98201 CITY OF EVERETT WEBSITE. <br /> NEEDED <br /> 5 425.903.4852 <br /> (BMP C233) 4'x ' CONC. LANDSCAPE EXISTING DRAINAGE FEATURES ARE <br /> 6 <br /> F:425.259.1958 <br /> i I BUFFER APPROXIMATE AND BASED ON SITE <br /> 0x, DECK (16 SF) +I X. FLOW AF#200412175257 20 OBSERVATIONS. <br /> BLDG FOOTPRINT ARROW ACCESS & <br /> 0 UTIL. ESM'T <br /> I(TYP.) <br /> 0 ° L-9 - I AF#200412175257 C/) <br /> 50 FLOW + _ _ _ _ _ _ - - - - - - - -� �� <br /> a 1,334FSF — — — — — — O <br /> PATH (TIP.) N ' ±1,715 SF (ROOF) <br /> rh — — — — — — — — — — — — — <br /> 28041300306900 I� CON <br /> APPROX. LOC. <br /> �EX. WATER LINE C� Jv <br /> N ROOF LINE W W W W W W W W - <br /> co <br /> 0 0 <br /> 0 EX. PAVEMENT W W. W / / FAO <br /> - -- � SS / <br /> c \ --- ------------- --- <br /> 0 O 43' / c� <br /> 5' BSBL SGO - - - - - - — -5� - - - - - - — �n— ��/ <br /> o / <br /> o _ _ <br /> 0 ±88' EX. D/W TO BE � 5' <br /> USED AS CONT. ENT. LANDSCAPE <br /> D SD SD S SD SID (BMP C105)SD BUFFER <br /> CONNECT TO EX. SAF#200412175257 SD— — S[ / �T <br /> I APPROX. LOC. SEWER LINE _ D APPROX. LOC. SO — <br /> EX. STORM LINE 01001800000300 EX. WATER METER I <br /> 0 APPROX. O `� <br /> 01001800000400 CONNECT EX. SEWER / <br /> TO EX. WATER LINE <br /> EXISTING SOIL & VEGETATION NOTE: <br /> LOT COVERAGE BY BUILDING DADU BUILDING HEIGHT CALCS PARKING REQUIREMENTS THE SOIL ANALYSIS FOR THIS PROJECT FOUND THE <br /> SIDE EX. ELEV. : EXISTING SOILS TO BE ALDERWOOD-URBAN LAND COMPLEX <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 <br /> PROPOSED ADU= 951 SF B 582.0 2 GARAGE INCHES BELOW GRADE. THE SITE IN THE AREA OF / <br /> % LOT COVERED BY BUILDINGS - C 582.0 2 DRIVEWAY DISTURBANCE CURRENTLY CONSIST OF LAWN. <br /> 951 SF + 1,334 SF / 7,726 SF=0.296 D 582.0 1 / <br /> a <br /> X 100% NEW STALL FOR DADU = 1 NOTE: <br /> =30% BUILDING LOT AVG ELEV.= 582.0 /4 = 582.0' <br /> DG HT - 582.0' + 18' = 600.0' 1 DRIVEWAY NO BOUNDARY SURVEY HAS BEEN PERFORMED FOR THIS <br /> MAX.. . <br /> COVERAGE - 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 /> GRADING QUANTITIES: THE CITY OF EVERETT WEBSITE. NO ADDITIONAL SURVEY OU days before di <br /> QUANTIFIED SURFACE AREAS CUT - 60 C.Y. WORK HAS BEEN PERFORMED ON THIS SITE. Y v 9. <br /> TOTAL PROPOSED ROOF AREAS = 951 SF FILL = 60 C.Y. e <br /> TOTAL PROPOSED OTHER HARD SURFACES = 624 SF OMEGA 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 EXCAVATIONS NECESSARY o ,� zo 2707 Wetmore Avenue DATE JOB N0. SCALE SHEET <br /> TOTAL PROPOSED (ROOF & OTHER) SURFACES= 1,575 SF — Everett,WA 98201 <br /> TOTAL LAND-DISTURBING ACTIVITY= 1,575 SF FOR PROPOSED IMPROVEMENTS. HORIZ', I I (0)425.903.4852 (f) 425.259.1958 9/29/22 22-0905 1" = 20 1 OF 1 <br /> PFN: <br />