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REVIEWED�n
<br /> gym,,Niiih. p Econof.v �'°1c.l 1 `�® IT
<br /> PLANNING DEPARTMENT L V CAS M F PERMIT , _
<br /> DATE:'i'.1(n.tot) SECTION 23, TOWNSHIP 28N , RANGE 4E, W. M . = € o
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<br /> 107
<br /> // w 8N \ f N THESE DOCUMENTS HAVE \ ,^� MOW."
<br /> \\ \
<br /> \ 0T BEEN APPROVED FOR THE
<br /> \. \ � o, ,' �` \ w _ ANCE OF P�IBLIC WORKS,
<br /> w /-----1,.„ ,
<br /> \\ Exsra 552 °�r,5 i" S • Ex ' ' ' E HANIRAL„FIRE SUPPRESSION, J i n l o
<br /> \ `\ PZOPBMFH co. w �� \m \ " \ \ , . wi''; �\ �LOR FLUMBING PERMITS, '. / «««<
<br /> ./2
<br /> \ 4 (. SF) /
<br /> ROOF OVERHANGS 15O _ \ \v,\ \. \ 1�y,Ex.si'R ', �lv' X \ \ ;}, "tf1 ,/� �,2
<br /> T.
<br /> ,1 ,h Ex(TBR) B E,'" + N S \ GAR i / , EX r \ )
<br /> \ • GAR \EX. \ LIWTS OF CLEARING \ ` EX FLOW f ULVER". \\ /
<br /> \ i �,' \ q ox.
<br /> 00W 1. ` LVER \\ /� • HANK W/ORANIE EF. ARROW \ ` / \ VICINITY MAP
<br /> \ \ 'y1. - R1,n`. A \ \ i / $, \ FlA(XNNG(8.784 \ - , `` _ Grc. (TYP.) \ ' \
<br /> \\ \ \ , 1: X \ (TYPJ� \ N *. �' {BAP C10 �',\ \ _' ..-vim \\v J \TX.GRp1Et S �z. \ \ SCALE 1'm 2,000'
<br /> POP.PATIO , r.[� - EK ' d \,� / EX� 1
<br /> (TYP.,55 Sr TOTAL) s VV.
<br /> \' \ \ `t\ f/ s Q`^"�' �,�'� LEGAL DESCRIPTION
<br /> ' ` - J+ /\'1 RANCHO INTERCITY BIN( 005 D-01 COM AT NW COR OF
<br /> 00552500500201 \ \ ,4 \ N I �\ _ \ '\ \ \ \ v' I 1 / LOT 1 TH SEERS 28EALG W W SD LOT 117FT TO POB
<br /> \ 3o a �`�� ex.0,��� f TH CONT S2225 28E ALG SD LW 107FT TH N63'29 3OE
<br /> sz S /% Ex.DITCH
<br /> \ ( R ;y`' 1\ y --\ Y - 13 \, 153.38FT TAP OF INT WITH A CRV WH IS 30FT WLY OF
<br /> \\ ' 1,\` �D / 55- \\ 0 t\ `\ ]LTNFENCE I\ /♦ \\ N'-" `\ PLT CA OFROSEWOOD AVE SD PT BEING ON ARC OF A
<br /> \ a. -- - S / i-' \ 4N \ \ IF N®E0 y RN�gpL \ \ \ Tn ,\ \♦♦ CRV FR NH TH MR BEARS S72'48 41W 5699.25FT DIST
<br /> w, // -i \ \ I�!\ \\ NAP c2a3) ,sE�/ SSE NOTE \ �z \ TH NWLY ALG SD CRV TO L THRU A C/A OF 00'44 42
<br /> ,` , yl \ ry \ / \ O f' \ AN ARC DIST OF 74.11FT TH 57531 16W 160.82FT TO 7
<br /> �� ''. "+\xy� sH\H€D i% \\ \\ $c�N , Ex.si+):0 /h� 9EE N07E \ \ ,\ •.., Q ,\ \ I POBAKA LOT 2 S/P 105(5-82) �-
<br /> + (� \' f`} + k \ N \ 1 Ex Tc \ SITE DATA J
<br /> / .P `�1A1 ,S __�./�\\ S � � EX \ yL • I ♦ _ I\ m \ \I SITE ADDRESS: 1063E ROSEWOOD AVE. EVERETT, WA 98204
<br /> �i \^S=`.p�Sy` \ _ 2 \\ \ \I �5 6'L p,G�- 1 \ 1 TAX ACCOUNT NUMBER: 00552300500101 ^
<br /> _ X, oo Fy.GARPGf• 11. \ .II / GPR 4 �„� I ZONING R-2 L.L
<br /> . 1 .'�e- , s� \ " \t \ \ \ \I V I R��PPUCANT NO BOUNDARY SURVEY HAS BEEN W
<br /> TOTAL AREA-0.32 Ac SW p ppPERFORMED FOR THIS PROJECT. I-.
<br /> SITE PLAN IMPERVIOUS AREA SUMMARY TABLE TOPSOIL/STOCK PILE NOTE: 10632 ROSEWOOD AVE
<br /> PGIS(sl) NPGIS(sf) Total(sf) PILES ARE TO BE COVERED WI EVERETT,WA 98204 PROPERTY DIMENSIONS AREAROROXIMATE AND HAVE BEEN /^
<br /> PLASTIC SHEETING WITHIN 24 V/
<br /> E isting(To Be Removed) 19 578,72 597 CIVIL ENGINEER PROVIDED BY INFORMATION AVAILABLE
<br /> EwsOng(g(To Replaced) 20 1,79 1,728 T.E.S.C.LEGEND HOURS.
<br /> F_xlstlng(To Remain) 2,201 879 3,080 OMEGA ENGINEERING, INC. ON THE CITY OF EVERETT VIEBSITE. NO
<br /> New+Replaced 0 2234 2234 —X— SILT FENCE PER COE STD DWG 214 CONTRACTOR TO INSTALL SILT JOSEPH SMEBY, PE ADDITIONAL SURVEY WORK HAS BEEN
<br /> Total Site Impervious 2,201 3�,113 5,314 FENCING WHERE NECESSARY 2707 WETMORE AVE. PERFORMED ON THIS SITE.
<br /> NET -79 -72 •aa ALONG PERIMEILI IF EVERETT,WA 98201
<br /> ■ en ■ CLEARING LIMITS PER BMPC103 VEGETATIVE BUFFER DOES NOT 425.903.485E EXISTING FEATURES NOTE:
<br /> MAX.BUILDING LOT COVERAGE:35% PROVIDE ADEQUATE F:425.259.1958 NO TOPOGRAPHIC SURVEY HAS BEEN
<br /> BUILDING LOT COVERAGE:20% PROTECTION. PREPARED FOR THIS SITE. ALL
<br /> IT- j/// CONSTRUCTION ENTRANCE FROM INFORMATIONSULTUTSSHOWN IS • "'"'
<br /> s _. '=1H NOTE: FROM OTHER CONSULTANTS OR BASED Q
<br /> ON SITE OBSERVATIONS OR W
<br /> MFH HEIGHT CALLS W l+1 W
<br /> _ �'°^„ „mom.«..,+ O INLET PROTECTION ROOF OVERHANGS/EAVES ARE 16 SIDE EX.ELEV. APPROXIMATED FROM INFORMATION O cil N
<br /> � / � INCHES. A 54.0 1A71VEBS ALE ON THE CITY OF EVERETT ocr'el N
<br /> .�,".,,...�. B 528.3 I-W Y P
<br /> ��1 -I Ha I' e C 5289 EXISTING DRAINAGE FEATURES ARE W G
<br /> - - CUT=NG QUANTITIES:
<br /> ,� ...,..,2�.. AVG ELEV=2,111.1'/4=52778' APPROXIMATE AND BASED ON SITE r W
<br /> 1�'®" CUT= 90 C.Y. o>
<br /> �9- Roortw ,,'� ..+..® MAX.BLDG HT=527.78'+28.0'=555.78' OBSERVATIONS.
<br /> _ ,mom•
<br /> /�!, f� FILL= 90 C.Y. 1,-W
<br /> .,., .N �Jl GRADING QUANTITIES ESTIMATED BASED
<br /> ---'r..,,r ^i .•_ ON CURRENT SITE INFORMATION 8c �_
<br /> ''IIf .���,�_.� \' '"p ASSUMED EXCAVATIONS NECESSARY FOR
<br /> ti
<br /> ✓^' ' . .o " _1. \\ ', '� 1��F, W MI PROPOSED IMPROVEMENTS. _
<br /> 11111.1
<br /> ,.,�,"*TosraTor. :Z.. nnwvuruunonttrai ,..�", F.1 CV ^'I V
<br /> ! �1/' O W UTILITIES NOTE- m.m.- _ a) ,,,.
<br /> i ��' " ��_-- M. \ '""\ l (1t �.>. N ` CONTRACTOR TO LOCATE AND TIE q..�,...e 5
<br /> INTO ALL NECESSARY EXISTING fi0,o,,,i�,�� i=
<br /> • �.^'" """ PU v ^ f1l CD UTILITIES ON-SITE.nnan.axwra yr _ PUCE "� em,v O �1 , u O=i
<br /> 1 ISO/AMC MEW ..w.ma :nmvv ,' anumwu,ac, vmm _ r
<br /> co,urwrnoe eamaea CITY OF EVERETT I '• ,Sp.M,W. CRY OF EVERETT
<br /> �. EXISTING SOIL&VEGETATION NOTE W
<br /> �; - - �.- 9�\ Lam. 1.1•11.1e mow„_ Lj O THE SOIL ANALYSIS FOR THIS IL.31,77:7,..71:7-
<br /> ,.l� ca,s*xu�,naK� w1 81 �' ren�v�.a1 xi CDPROJECT FOUND THE EXISTING .v V
<br /> _ SOILS TO BE GRAVELLY SANDY
<br /> 'W
<br /> Q. LOAM WITH A DEPTH TO MOTTLING WM „
<br /> OF APPROXIMATELY 18 INCHES AND - �� Z
<br /> ['� DEPTH TO HARDPAN OFO a
<br /> h( APPROXIMATELY 25 INCHES. THE ! — — _ 1- _
<br /> �.O --,o„� " I Ca) CURRENTLY NTLYSITE IN E CONSISTS OF AN AREA OF BANCE f m� p Z
<br /> _ ma, {I m. a�� Z
<br /> «� oda EXISTING HOME, GRAVEL DRIVEWAY r^ - O a.� c m� �� �r EROSION & SEDIMENTATION CONTROL NOTE: AND LAWN
<br /> ' Permit#: B2104-020
<br /> +P' °-'-"s' _ _____ 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESL)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G � O_z W
<br /> Site Address: 10632 ROSEWOOD AVE U LL I- w
<br /> ,K,e...r�w '"�'® SIZE AND LOCATION OF ROADS,PIPES. NSTRIND N CHANNELS, ON,MAINTENANCE,
<br /> RETENTION FACILITIES,UTIUIIES). U Z
<br /> � } '°° 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT.AND UPGRADING OF THESE ESC FACILITIES IS THE �+w� & C W W Q
<br /> " � 3. THE BOUNDARIESOF iTHE PCLEARNG MITSASHOWN ONL@ ALL CONSTRUCTION HIS PLAN SHALL BEI CLES ARLYEFLAGGED INTED AND P THE�FIELD D "PRIOR TO CONSTRUCAON.D I DURING THE NG IS LISHEO. Owner: LUCAS RODNEY W VICTORIA L G W LL K=
<br /> .®,.o .,. ^ �..,. ,r,,..��m,a,.,...,4. CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED CLEARING UNITS SHALL BE PERMITTED.THE FLAGGING SHALL BE MAINTAINED BY THE Tenant: [Ten Name] J w 0
<br /> MEx ®` MI.C. - APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. Z CC
<br /> ...-...................Z...-1..
<br /> �� 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION YATH ALL CLEARING AND GRADING ACTIVITIES.AND IN SUCH A MANNER App. Date: 4/5/2021 u_ ° Z
<br /> AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE APPUCABLE WATER QUALITY O N
<br /> STANDARDS. Proposed Use: NEW SFR _
<br /> �m === �\ �I 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMNTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE p O.
<br /> ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMNT-LADN WATER DO NOT Description: REPL EXTG MOBILE W/NEW 30�X64� MFFI
<br /> -- � LEAVE THE SITE.
<br /> � _\ dwm„y\ 6. THE ESC FACIUTIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THDR CONTINUED FUNCTIONING, TO BE USED AS SFR
<br /> `",a,.< 4.111.4
<br /> 'm4 ESPECIALLY F AFTER STORM EVENTS.
<br /> 7. THE ESC FACWTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A
<br /> :,4,...��R.. MAJOR STORM EVENT.
<br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS AND ,�/` /� y�'7
<br /> " ,,,�,...., ,,,.... ..,. CITY�EVERETT
<br /> CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM Reviewed By: �,I� Date: / �O/('�/!�t we.
<br /> AKL
<br /> ar..c� ®'� ,-_, SYSTEM.
<br /> ��s��•���• r, -mq1�' 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 3/23/21
<br /> "-'e' ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. Office Set Job Site Set Fire/Planning Set
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. I�
<br /> 11. APPROPRIATE MEASURES SHALL BE TAKN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. 1'=30
<br /> 12 BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABIUZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL;30 \
<br /> AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. /
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