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LVCAS MFH _.:, ...,
<br /> SECTION 23, TOWNSHIP 28N , RANGE 4E, W. M .
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<br /> 1 (2,178 ;1fi0 �� I \ \ \ ` 1 N7 i \ • ex.D/W 70� \ Fli/ 7•
<br /> \ ,� SFR HANCB J' , ; I \ \ _\ \ \ li.Ex.SFP. - I i II I D AS
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<br /> \ I mow �EXivFJ1 ` ) \ LIMITS of CLEARING\vilOr GOO. I / \E >
<br /> '� \\ \ i ARROW \ \, MARK W/ORANGE II I 3...R \\ / \. / e,�... �(TYP.) 1UG(iNG 6.784 SF) \ e , / f�` .'%X� caNf` \ f \. (eMPcloa) ' ' �� _ ILIDNG. ( °v \. VICINITY MAP y_�� �\�
<br /> PROP.PATIO "o. \ .A \` \ \ _ \ \ J EX' \ SCu n 1"a 2.000' :b� k.
<br /> (TIP..56 SF TOTAL) E11 S 'A-t i •
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<br /> 00552J00500201 $ r" S t d vti
<br /> s, \ a \ N I �\ , e ` ` 'r LEGAL DESCRIPTION So r
<br /> `s 111: \ ( / \ \ �i \ u+ / \ RANCHO INTERCITY BLK 005 D-01 COM AT NW COR OF
<br /> \\ o \ ; D 5 _ EX oItCH� ) f X - ."..! / _ Ex.DITCH \ ( / LOT 1 TH S22'25 28EALG W LN SD LOT 117FT TO POB
<br /> \ \\ IIVSTul '„- . I �� -\ ) TH CONT S22'25 28E ALG SD LN 107FT TH N63'29 3OE
<br /> \ // i O \ \ \ \ 153.38FT TAP OF INT WITH A CRV INN IS 30FT WLY OF
<br /> \ %y /c `" ` tP 1 SIiLTNFENCE i i- \ 0 1 \
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<br /> \ \ \ 1 / \ TOPSOIL
<br /> fA \ PLT C/L OFROSEWOOD AVE SD PT BEING ON ARC OF A
<br /> \ ,d % /� \ N \ .\\ IF
<br /> C233)\ /� /� SEE NOTE
<br /> \\ \ t2 Iry/` `\ CRV FR Wti TH MR BEARS 572'48 41W 5699.25FT DIST
<br /> Ex SHED \ $bl 1 EX SHED "-�// / Slpga'L¢ \ zo�p \ TH NWLY ALG SD CRV TO L THRU A C/A OF 00'44 42
<br /> \ -�' `'. .� R \\ \ G J� g \ 1 • \ i ,hy/ \ \\ O} 1 AN ARC DIST OF 74.11 FT TH S75'31 16W 160.82FT TO W
<br /> \ '�'J 1.- EX_4 \\ y N • I \ _ - / 'l 7- x SFR \ G N \ 1 - POBAKA LOT 2 S/P 105(5-82)
<br /> \ \ to \ \ I A. / E \;\ Y \ 1 i SITE DATA W
<br /> SSA �_ ��gP 11 LJ—
<br /> �N 11 �`� EcrR" 11 \ 1 SITE ADDRESS: 10632 ROSEWOOD AVE. EVERETT, WA 98204 1 nil
<br /> / TAX ACCOUNT NUMBER: 00552300500101
<br /> 1\ \; 5� 1\ N `\1 ZONING : R-2 V J
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<br /> TOTAL AREA- 0.32 AD OWNER/APPLICANT NOTE: �/
<br /> SITE PLAN IMPERVIOUS AREA SUMMARY TABLE SWppp RODNEY LUCAS NO BOUNDARY SURVEY HAS BEEN LJ- '^
<br /> PGIS(sf) NPGIS(sf) Total(sf) TOPSOIL/STOCK PILE NOTE: 10632 ROSEWOOD AVE PERFORMED FOR THIS PROJECT. W ,(J J
<br /> Existing(To Be Removed) 19 578 597 PILES ARE TO BE COVERED W/ EVERETT, WA 98204 PROPERTY DIMENSIONS ARE O W
<br /> Existing(To Be Replaced) 0 1,728 1,728 T.E.S.C.LEGEND PLASTIC SHEETING WITHIN 24 APPROXIMATE AND HAVE BEEN
<br /> Existing(To Remain) 2,201 879 3,080 HOURS. CIVIL ENGINEER PROVIDED BY INFORMATION AVAILABLE
<br /> New+Replaced 0 2,234 2,234 OMEGA ENGINEERING, INC. - ON THE CITY OF EVERETT WEBSITE. NO
<br /> Total Site Impervious 2,201 3,113 5,314 X SILT FENCE PER COE STD DWG 214 CONTRACTOR TO INSTALL SILT JOSEPH SMEBY, PE ADDITIONAL SURVEY WORK HAS BEEN `
<br /> NET NEW -19 -72 N -sf FENCING WHERE NECESSARY 2707 WETMORE AVE. PERFORMED ON THIS SITE. V
<br /> s CLEARING LIMITS PER BMPC103 ALONG PERIMETER IF EVERETT, WA 98201
<br /> MAX.BUILDING LOT COVERAGE:35% VEGETATIVE BUFFER DOES NOT 425.903.4852 EXISTING FEATURES NOTE:
<br /> BUILDING LOT COVERAGE 20% //�
<br /> / PROVIDE ADEQUATE
<br /> PROTECTION. F:425.259.1958 NO TOPOGRAPHIC SURVEY HAS BEEN
<br /> CONSTRUCTION ENTRANCE PREPARED FOR THIS SITE. ALL
<br /> EXISTING INFORMATION SHOWN IS Nap
<br /> "� •�+ NOTES FROM OTHER CONSULTANTS OR BASED >N CO rn
<br /> ��••�-� " >.�...,,. O NOTE- MPH HEIGHT CALLS ON SITE OBSERVATIONS OR Q m a
<br /> _ INLET PROTECTION ROOF OVERHANGS/EAVES ARE 16 APPROXIMATED FROM INFORMATION W I7 o,
<br /> /:. "n",>,. SIDE EX.ELL"V.
<br /> INCHES. AVAILABLE ON THE CITY OF EVERETT 3 rn N
<br /> ® B 528.7 WEBSITE. vi
<br /> / pm _.7.---.......".">M .� GRADING QUANTITIES: C 526.9 EXISTING DRAINAGE FEATURES ARE W "N
<br /> ;?t.: CUT = 90 C.Y.
<br /> AVG ELEV=2,111.1'/4=527.78' APPROXIMATE AND BASED ON SITE 0:
<br /> - ,= MAX.BLDG HT=527.78't 28.0'=555.78' 8 W
<br /> _� q FILL = 90 C.Y. OBSERVATIONS.
<br /> .` o ? ! r� • $1 ��w, ,�9 r/�= GRADING QUANTITIES ESTIMATED BASED N
<br /> .+�� �� Lti // ON CURRENT SITE INFORMATION &
<br /> ASSUMED EXCAVATIONS NECESSARY FOR NOTES
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<br /> � �,� ;v d PROPOSED IMPROVEMENTS. _
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<br /> N UTILITIES NOTE: Z
<br /> .�..K� ,,,. "' TM\ N y /r ot/ �,v N CONTRACTOR TO LOCATE AND TIE :'°'°> �" ,�._.�W..... CD:WI
<br /> I EIQ INTO ALL NECESSARY EXISTING
<br /> I eoMETRS Hew 5 I Yd'il - h' ua UTILITIES ON-SITE. e"rnnE no,Es� Z
<br /> I� CONSiRUCiIIXIEmRWfY - > w Sum. , = .o, a
<br /> IIrw,CITY OF EVERETT
<br /> I ...w.,.,�a >.
<br /> 11 ! ~ v C OF eveRREerr O w
<br /> I _ EXISTING SOIL& VEGETATION NOTE: >7�.a� W
<br /> ( cons.xurna"accEu mL Iewax.svaTCI THE SOIL ANALYSIS FOR THIS
<br /> --- 1 --- -- �{ __ ns PROJECT FOUND THE EXISTING ""'""""""""'
<br /> SOILS TO BE GRAVELLY SANDY
<br /> >.,.�.a,...=.�.,.>.�
<br /> LOAM WITH A DEPTH TO MOTTUNG
<br /> OF APPROXIMATELY 18 INCHES AND (111-",„„S.,—
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<br /> DEPTH TO HARDPAN OF - Z
<br /> ""' f° NOTES
<br /> APPROXIMATELY 25 INCHES. THE ""a ""°"">"��
<br /> µ >�.f.-.>�.� SITE IN THE AREA OF DISTURBANCE — _ 0 a.
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<br /> .. --=-- CURRENTLY CONSISTS OF AN O ,,,�,,.,,,K _ Z Z 3
<br /> EXISTING HOME, GRAVEL DRIVEWAY
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<br /> ,m,,,,.�TM„4;. EROSION & SEDIMENTATION CONTROL NOTE: AND LAWN. I W. �x.- o
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<br /> CITY OF EVERETT . J < N W
<br /> u�@a _ mom® ��g �,,,,W„ m y 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. 11 "0I �'• T 3 Z
<br /> De.. a SIZE AND LOCATION OF ROADS,PIPES, RESTRICTORS, CHANNELS,RETENTION FACILITIES,UTILITIES). �((: `•'-` """�` �L 0 W 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE.REPLACEMENT. AND UPGRADING OF THESE ESC FACILITIES IS THE ill meal LSE LAYOUTS col r 1 k
<br /> .,., '^^'•'°""^'^'•` RESPONSIBIUTY OF THE APPUCANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABUSHED. LJ W U Z
<br /> m.,au om. „"..°"�""`�""^ "d.� 3. THE BOUNDARIES OF THE CLEARING UNITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE y
<br /> M "m` CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING UNITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br /> TM.E'<' APPUCANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. DRAWING INDEX J O H 4. THE ESC FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER W Z CC
<br /> AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS, OR VIOLATE APPUCABLE WATER OUAUTY 1)COVER, PRELIM. SITE LAYOUT& SWPPP O 0
<br /> !��'-1 ���'��, STANDARDS. 2)TARGETED STORMWATER SITE PLAN & SOIL MANAGEMENT 0 F m
<br /> _-_ _ I 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD.THESE N PLAN } O N
<br /> F " AI _ ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT F- a.
<br /> i - "' LEAVE THE SITE. U
<br /> 1 vas mar
<br /> I _ '°'" +.��... 6. THE ESC FACIUTIES SHALL BE INSPECTED ROUTINELY AND MAINTANED BY THE APPUCANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING.
<br /> a..,. - - .�... ESPECIALLY AFTER STORM EVENTS.
<br /> it " ��suw us ry`�_ . 7. THE ESC FACIUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A
<br /> 1 ""' _ MAJOR STORM EVENT.
<br /> t ,:�%>��"��� ",,,,, CITY of EVERETT
<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
<br /> a"'°"° ,.�.aa,"o".,�.. CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM ® ,....
<br /> 20-0715 AKL
<br /> 1 '--. 'mm`","a"„"'"`n SYSTEM.Il ��,
<br /> me-. rx•o• �. TmCAL RSE ' 9. STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
<br /> CONNECTIONS""^• �= ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. °"'E 3/24/21
<br /> 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE.
<br /> 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BAPS FAIL
<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, 0 30 60 >�..E 1"=30'
<br /> AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 1AALdiA
<br /> HORIZONTAL SCALE oawio j
<br /> PFN: I L
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