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IrALVL a-M,- DR SF:R
<br />SECTION 35, TOWNSHIP 29N, RANGE 4E, Wm
<br />D ETAI L,
<br />jJ
<br />INSTALL SILT
<br />FENCE
<br />v;
<br />LIMITS OF CLEARING
<br />,G� s \ , / MARK W/ ORANGE
<br />SEWER ES
<br />FLAGGING (15,900 SF) 10
<br />2
<br />M'T
<br />F'OX, LOC�
<br />pT AF# 1642172 A"
<br />10'
<br />.................. ...... . ...
<br />SEWER ESM'T LIM I U,R8 BAN
<br />T OF DIST
<br />JNE
<br />AF# 1642172 1`0R HbPE 'TI GH TL
<br />"Z
<br />TO BE RtsT61RE TO
<br />.. ........
<br />EXI'§TlrNG /tON011TONS
<br />SSCO
<br />'5
<br />PROP. 6" ss
<br />X, 0C. ...... R 0 00
<br />OPEN' ------ N"
<br />(TBR)
<br />V
<br />C' R C, 50"�
<br />.4
<br />SEWER CONK. DECK
<br />-TOP 0
<br />_,j
<br />70' STEEP
<br />'CONNEeC"TION C\1 J,
<br />A P R 0, DO
<br />SLOPE BUFFER
<br />70' EIX. SEWER
<br />PATIO N
<br />STEEP
<br />SF) ---- -------
<br />SLOPE
<br />B S R MR,)
<br />BUFFER ,._.1 ) N ' Er"'
<br />ROOF 4
<br />7•
<br />"j
<br />OVERHANG
<br />LL_
<br />SEE
<br />0 . ......
<br />j
<br />ITE PLAN
<br />Cn
<br />EX.
<br />40'
<br />0y bid - - --------
<br />SHED
<br />0
<br />A'
<br />(TBR)
<br />EX. _0
<br />—5'
<br />EX. SFR
<br />SHED 0 J�l
<br />(TDR)-- - ------- ---
<br />4�1 f, EX. SFR
<br />0
<br />5v� (TBR)
<br />EX. SFR SFR --- ---- FF= 140.13
<br />EX,
<br />(TBR) ...... ..
<br />FF=140.13
<br />C) PROP. SFR
<br />0 GARAGE
<br />4' 3,032 SF) 4*.
<br />FFE=
<br />�1 36.75 r :� �:; j� \
<br />co 0
<br />0
<br />/, 1
<br />V! 4
<br />vi
<br />0
<br />41-
<br />C 6
<br />PROP. D/W
<br />(1,216 SF,)
<br />t
<br />ML
<br />..... .........
<br />........ . I
<br />'j
<br />SWPPP DETAIL
<br />STOCKPILE
<br />0 20 40
<br />T Cn EX® TREE SEE NOTE
<br />U011 HORIZONTAL SCALE (TO REMAIN)
<br />/TOPSOIL
<br />-,z
<br />Q, SEE NOTE
<br />EROSION & SEDIMENTATION CONTROL NOTE j-_ 5
<br />JfI. EX. TREE
<br />APPROVAL OF THIS. EROSION/SEDIM EN TAT! ON CONTROL "ESC) PLAN DOES NOT CONSTITUTE
<br />ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).
<br />DESIGN
<br />C AN APPROVAL OF PERMANENT ROAD OR DRAINAGE (E.G. SIZE AND LOCATION OF
<br />(TBR)
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br />2,\
<br />REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
<br />EX.
<br />ul
<br />N APPLICANT/'CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
<br />SHED S_ -D. VEGEIATION/LANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY N
<br />i 1 1,1 (TBR)
<br />EX.
<br />FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
<br />SHED
<br />7
<br />'TBR) DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMI,TED. THE FLAGGING
<br />SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF
<br />0
<br />CONSTRUCTION.
<br />INLET
<br />VERVIEW
<br />0
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH
<br />PROTECTION
<br />ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT
<br />�Typ.)
<br />MAP SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, EX. SFR
<br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
<br />EX. SFR
<br />ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD, THESE ESC FAcLTES
<br />SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
<br />SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />0 50 100
<br />j
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE EX. SHED
<br />HORIZONTAL SCALE
<br />APP LI CANT/CONTR ACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER (TBR)
<br />STORM EVENTS.
<br />EX. SHED
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM
<br />V
<br />EXISTING SOIL & VEGETATION NOTE: {Iz(TBR) VENT.
<br />NOTE:.
<br />OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM
<br />THE SOIL ANALYSIS FOR THIS NO WORK MAY OCCUR ON t 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
<br />PROJECT FOUND THE EXISTING ..BNSF RIGHT OF WAY UNTIL WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
<br />CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN
<br />SOILS TO BE TOP SOIL & APPLICABLE PERMITS AND
<br />k
<br />-VASHON AGED WHIDBEY s
<br />PRE WATER INTO THE DOWNSTREAM SYSTEM.
<br />EASEMENTS ARE OBTAINED.
<br />FORMATION. THE SITE IN THE AREA
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br />j
<br />CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL OF DISTURBANCE CURRENTLY 0
<br />MEASURES MAY BE REQUIRED 1-0 ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
<br />SEWER
<br />0? 01F 17k �,NK
<br />CONSISTS OF A D/W, SHED, j
<br />GARAGE, AND A SFR TO BE r THE DURATION OF THE PROJECT. BSBU
<br />V., EX. D/W TO
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND BE USED AS
<br />E
<br />REPLACED,
<br />SEDIMENT TRACKED OFF THE SITE. Y J
<br />CONST. ENT.
<br />11. APPROPRIATE. MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE
<br />TOTAL AREA - 0.49 AC
<br />WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />IMPERVIOUS AREA SUMMARY TABLE
<br />I^ BARE Akir) Ir)p DISTURBED SOILS SHALL REMAIN UNCOVERED A M D /n D ki Q T A D 1; 1-7 C7 n FOR
<br />PGIS (sD APG�ISS
<br />Total (LD
<br />ExistinglTo Be Removed)
<br />0 2,552
<br />2 552
<br />Existing (To Be Replaced)
<br />0
<br />Existing (To Remain)
<br />-1,228
<br />507 0
<br />_1,228
<br />3,507
<br />New + Replaced
<br />I ' 1,216 1 3,005
<br />1 4 ' 221
<br />Site ImperviousI
<br />-4-M 3,005
<br />7,728
<br />1,21�4-odd
<br />1 1
<br />NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN
<br />7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. -Z
<br />EX. DITCH
<br />• N
<br />... . ..... ..
<br />Ex. DITCH
<br />f 111QEADING UANTITIFE
<br />MAX. BUILDING LOT COVERAGE: 35%
<br />. CUT 160 C.Y.
<br />BUILDING LOT COVERAGE: .7% . ...
<br />S FILL 200 C.Y.
<br />JAY%
<br />r
<br />SFR HEIGHT CALCS . .........
<br />GRADING QUANTITIES ESTIMATED BASED . . . .........
<br />SIDE EX. ELEV. DPL '0!
<br />INFORMATION & ON CURRENT SITE
<br />A 133.8\_ . s
<br />E�D
<br />B 130.2
<br />ASSUMED EXCAVATIONS NECESSARY FOR
<br />Know what's: below,
<br />01
<br />C 134.0 2 Call two business PROPOSED IMPROVEMENTS.
<br />D 138.0
<br />e
<br />AVM ELEV.= 536.0'/ 4 134ff 0 20 40 days beforyou dig. 0 20 40 SWPPP
<br />MAX. BLDG HT,= 134.0'+ 28'®1 2,0'
<br />HORIZONTAL SCALE SITE PLAN HORIZONTAL SCALE
<br />Permit#: F1VV20U4-M5
<br />Site Address: 2401 TAYLOR 1) R
<br />PUGET Owner: HAACK BROTHERS HOMES
<br />soTenant: [TenNamej
<br />App. Date: 4/Z/2020
<br />Proposed Use:
<br />Description: NEWSFR
<br />SITE Reviewed 8 Date:
<br />Wffice Set Job Site Set Fire/Planning Set
<br />As
<br />7-
<br />VICINITY MAP L
<br />rn U V7 t 9
<br />SCALE: 1 2,000' U-T 17 2021
<br />Ll t
<br />Off Y OF EVERET-f
<br />Permit Services
<br />LEGAL DESCRIPTION
<br />THE WEST HALF OF LOT 3, BLOCK 1, MAP OF
<br />DARLINGTON, ACCORDING TO THE PLAT THEREOF
<br />RECORDED IN VOLUME 8 OF PLATS, PAGE 29, RECORDS
<br />OF SNO'HOMISI-1 COUNTY, WASHINGTON;
<br />SUBJECT TO A SEWER EASEMENT FOR THE BENEFIT OF
<br />THE CITY OF EVERETT, RECORDED UNDER RECORDER'S
<br />FILE NUMBER 1642175, RECORDS OF SNOHOMISH COUNTY,
<br />WASHINGTON.
<br />SITE DATA
<br />SITE ADDRESS.: 2401 TAYLOR DR, EVERETT, WA 98203
<br />PARCEL NUMBER: 00417000100300
<br />ZONING: R—S
<br />CIVIL ENGINEER GEOTECH
<br />OMEGA ENGINEERING, INC. SONDERGAARD
<br />JOSEPH SMEBY, PE GEOSCIENCE, PLLC
<br />2707 WETMORE AVE. 13012 65TH AVE SE
<br />EVERETT, WA 98201 SNOHOMISH, WA 98296
<br />425.903.4852
<br />F: 425.259.1958
<br />SURVEYOR
<br />EMERALD 'LAND SURVEYING, INC.
<br />PO BOX 13694
<br />MILL CREEK, WA 98082
<br />425.359.7198
<br />OWNERZAPPLICANT
<br />2401 TAYLOR DR
<br />EVERETT, WA 98203
<br />DRAWING INDEX
<br />1) COVER, PRELIM. SITE LAYOUT & SWPPP
<br />2)FULL STORMWATER SITE PLAN
<br />& SOIL MANAGEMENT PLAN
<br />3) DETAILS
<br />T.E.S.C. LEGEND
<br />TOPSOIL/STOCK PILE NOTE:
<br />PILES ARE TO BE COVERED W/
<br />PLASTIC SHEETING WITHIN 24 HOURS,
<br />CONTRACTOR TO INSTALL SILT
<br />FENCING WHERE NECESSARY ALONG
<br />PERIMETER IF VEGETATIVE BUFFER
<br />DOES NOT PROVIDE ADEQUATE
<br />PROTECTION.
<br />APPROVED
<br />PI BUC 11VOR-0 DEPAIR7,MENT
<br />DATE _,/(_AQ
<br />CITY OF EVERETT REV04 =ED FOR PERMIT
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