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<br /> Office o`Community.Planning&Eoonomlw IV F'"
<br /> PLANNINGID MENT SECTION 23, TOWNSHIP 28N , RANGE 4E, W. M .
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<br /> P1(OP.PATIO 0.-"`- \ i A E%. $ S. , o \ "!�! .. V-0' S`s 1 \ SCALE: i'=2.000' O,•,'•
<br /> (TV..56 Sf TOTAL) Ex-. ,\ Ex t .�••••••�` •;
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<br /> o \ \1 /�i S " \ \\ RAGAL DESCRIPTION Sor 11/��
<br /> \. �, j0 ,5 �` \ LA / \ \. 1, f" \ u�+ / \ RANCHO•
<br /> NTERCITY BLK 005 D-Oi COM AT NW COR OF
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<br /> CS // _ DITCH \ 1) £ � \ ,' _ ''c -c`ol;crl \ \ \ x•J THLO 1 TH S2225 28EALG W W SD LOT 117FT TO POB
<br /> � TH CONT S22'25 28E ALG SD W 107FT-TH N63'29 30E
<br /> \ o \ + D \ \ -F10A _ . - \ . \ \ 153.38FT TAP OF TNT WITH A CRV WH IS SOFT WLY OF
<br /> 6 / .� \ • 1 \ NIFECm \ 1 \\ PLT C OFROSEWOOD AVE SD PT BEING ON ARC OF A
<br /> \\ , /�/ ' \ \. w` \\\ (� , 2�� E NOTE 1 \ ` %P r` \\ CRV FR LC TH CTR BEARS S72'48 41W 5699.25F') DIST
<br /> j . \ QL • \ \ . y STaCI(PILE " \ \ 1H NWLY ALG SD CRV TO L THRU A C/A OF 00'44 42
<br /> EX.SF D p5 / \ \ V 1( 1 EX.SH€D g NOS \ \ $ 4 1 AN ARC DIS7 OF 74.11FT TH S75'31 16W 160.82E7 TO W
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<br /> \ I\ \ WA 982041 0-
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<br /> 47 TOU00552300500101
<br /> 11\\ N 1 \ll -- G 1`.\ `, , �n ,\II - ZONING R-2 LICANT vJ
<br /> / / .l► ' 1C \ NOTE:
<br /> L/ V TOTAL AREA- AREA
<br /> Ac j�qg NO BOUNDARY SURVEY HAS BEEN �/�
<br /> SITE PLAN IMPERVIOUS AREA SUMMARY TABLE SOUP P P TOPSOIL/STOCK PILE NOTE: 10632 RC6EWOOD AVE PERFORMED FOR THIS PROJECT. w V J
<br /> /� PGIS(st) NPGIS(sf) Total(of) PILES ARE TO BE COVERED W/ EVERETT,WA 98204 PROPERTY DIMENSIONS ARE
<br /> Existirm(To Be Revved) 19 578 597 PLASTIC SHEETING WITHIN 24 APPROXIMATE AND HAVE BEEN
<br /> Existing(To BeReplaced) 0 - 1728 1,728 T .S.C..E LEGEND HOURS. CIVIL ENGINEER PROVIDED BY INFORMATION AVAILABLE O
<br /> Existing(To Remain) 2,201 879 3080 OMEGA ENGINEERING, INC. ON THE CITY OF EVERETT WEBSITE. NO
<br /> New+Replaced 0 2234 Z234 -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. v
<br /> NET NEW -19 -72 -91 •• MN ■ CLEARING LIMITS PER BMPC103 ALONG PERIMETER IF EVERETT,WA 98201 MAX.BUILDING LOT COVERAGE:35% VEGETATIVE BUFFER DOES NOT 425.903.4852 EXISTING FEATURES NOTE:
<br /> BUILDING LOT COVERAGE:20% / PROVIDE ADEQUATE F:425.259.1958 NO TOPOGRAPHIC SURVEY HAS BEEN
<br /> CONSTRUCTION ENTRANCE PROTECTION. PREPARED FOR THIS SITE. ALL
<br /> __ ___ -_ -- f EXISTING INFORMATION SHOWNw/ IS lu o0
<br /> noes _- --- smT.c - FROM OTHER CONSULTANTS OR BASED >e m w
<br /> NOTE: ON SITE OBSERVATIONS OR <0D 4
<br /> '""`'"�""JO1 . a,� O INLET PROTECTION MFH HEIGHT CALLS - W W c6 of
<br /> / ""�"°'"^'�'"`"'a ROOF OVERHANGS/EAVES ARE 16 APPROXIMATED FROM INFORMATION Q p to
<br /> .K. NCHES. SIAE $$'pp8 AVAILABLE ON THE CITY OF EVERETT O 01 ry
<br /> rElt '� - �.....». .�..,�. - 628.9 WEBSITE. 1. N N
<br /> „ems x !J spy d o.,..„.,m..,,. GRADING QUANTITIES: D 9 EXISTING DRAINAGE FEATURES ARE 3 61 "
<br /> CUT= 90 C.Y. AVGELEV.2,ttt.1•/d=527.78' APPROXIMATE AND BASED ON SITE W>
<br /> j'-'� .... \ .... FILL = 90 C.Y. MAX.eI Dr HT-=52778'+280'a 555.78' OBSERVATIONS. N
<br /> " '1 �,~ GRADING QUANTITIES ESTIMATED BASED
<br /> 10101. •; --- :IT ,�,a, ,,,,,_ \ - e, ,=.'",_, 1 f ON CURRENT SITE INFORMATION &
<br /> m ..,v...ro _j- u ,\ , :/ u ASSUMED EXCAVATIONS NECESSARY FOR rmrts ,..+we.. 4 E
<br /> ��u ,5 .... + PROPOSED IMPROVEMENTS. ,.,�,Ate., z,,
<br /> .' '- r ALe' ,;,„, .: n?.Kxeara,ATIEMI_.. r. ; ,7�' """„" 0 T9
<br /> H .�.a...,ro,..,..,o.-. J' ..-\ X.-7,Jrd. t.t�% UTILITIES NOTE: .T" r..w,,.,m • ^,.d.....�^
<br /> aao�„ � �- M\ '-�A' .r....� ..m-'''., K CONTRACTOR TO LOCATE AND TIE S =
<br /> ws ^�` INTO ALL NECESSARY EXISTING `�` W
<br /> ® � UTILITIES ON-SITE. �''''''''''''',.7'k""LMO1� Z
<br /> CONSTRUCTION ENTRANCE Ammo ARRNRARRERANERNAERNER•At
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<br /> tE EXISTING SOIL&VEGETATION NOTE IOU
<br /> fIT _ raNnxUcnos,ccsSS m,. t\_ �_�--` .- wag THE SOIL ANALYSIS FOR THIS APB .m
<br /> tl T�""p'4+T u, PROJECT FOUND THE EXISTING-
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<br /> -- -- - , --- —-- - SOILS TO BE GRAVELLY SANDY
<br /> LOAM WITH A DEPTH TO MOTTIJNG 62,..,....... ..........=,.....
<br /> OF APPROXIMATELY 18 INCHES AND0
<br /> DEPTH TO HARDPAN OF „.S Z
<br /> APPROXIMATELY 25 INCHES. THE .. .= O D-
<br /> "�M :„.....-w,.... _ .- NOTES I—1 SITE IN THE AREA OF DISTURBANCE ...� _ •
<br /> CURRENTLY CONSISTS OF AN ,,,,, K=^^^ - Z Z
<br /> EXISTING HOME, GRAVEL DRIVEWAY O
<br /> 74 r °� '"` . EROSION & SEDIMENTATION CONTROL NOTE: AND LAWN. I y F CO
<br /> _ 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.G. ill - - Q = Z V'
<br /> '�m'r"' .. R..,.,,.,a.,,.... SIZE AND LOCATION OF ROADS,PIPES,RESTRICTORS,CHANNELS,RETENTION FACILITIES,UTIUTES). w W I0 W
<br /> �' 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE Permit#: PW2I('IA 0 k �Z
<br /> RESPONSIBILITY OF THE APPUCANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. i U
<br /> ,� , ' R ra . . ....� 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTON.DURING THE D 1
<br /> CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE Site Address: 1063Z ROSEWOOD AVE Ill I0=
<br /> TrPF•M�� 1ff : ~ APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. J jO F.
<br /> THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER Owner: LUCAS RODNEY W&VICTORIA L W'I2 CX
<br /> ewe I ���, I AS TO ENSURE THAT-SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM.ROADWAYS,OR VIOLATE APPUCABLE WATER QUALITY U.I- 0
<br /> i STANDARDS. Tenant: [Ten Name] jcr .
<br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD, THESE j 0
<br /> - ....a. n u ESC FACIUTES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT App.Date: 4 5 2O
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<br /> LEAVE 1HE SITE. / / 21 ()��� 1 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AM)MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING,IAPAAA, ESPECIALLY AFTER STORM EVENTS. Proposed Use:
<br /> `�`�sx � ..'^ ,,,,,m 7. THE ESC FAGUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR�MTHIN THE 48 HOURS FOLLOWING A
<br /> "" � Y6 MAJOR STORM EVENT. Description: SITE WORK FOR REPL OF MOBILE HOME ro
<br /> /. mm"° 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 /> \ N="���,N IIVIIRETT
<br /> '''''.... ...............1
<br /> � x, CITY�. CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAWS.THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM WITH NEW MFH 20-0715 AKL
<br /> SYSTEM.
<br /> .v.,•e• ..m..:....,.....,..„ T*T E esz 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. �,�
<br /> ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3/23/21
<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 BMPS FAIL Reviewed By: Date: —. 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.
<br /> _Office Set Job Site Set Fire/Planning Set """°1 2
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