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MOIR SIP LOT 6
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<br />PAVEi ENT (490 SF)
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<br />43
<br />SECTION 6, TOWNSHIP 28N, RANGE 5E, W.M.
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<br />II I DETENTION
<br />i I VAULT 1 1-1-4-PUBLIC
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<br />DRAINAGE
<br />EASEMENT
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<br />��� GOE SEWERS
<br />\� ESM'T
<br />INGRESS, EGRESS
<br />0 \� AF# 1485'178
<br />& UTILITIES ESM'T
<br />EX. P AVJ=MENT
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<br />LEGAL DESCRIPTION
<br />SECTION 6 TOWNSHIP 28.RANGE 5 QUARTER NW
<br />HIGHLAND ACRES BLK 000 D-07 LOT 6 CITY EVT SP
<br />PFN-1202-2009-001 REC UND AFN 201702215002 BEING
<br />A PIN OF LOT 17 OF SO PLAT
<br />DATUM ASSUMED
<br />BENCHMARK
<br />INVERT ELEVATION OF SSMH ON EAST DRIVE
<br />LYING APPROXIMATELY 175' SOUTH OF NORTH END
<br />OF PAVEMENT.
<br />RIM = 424.627
<br />I.E. = 404.73
<br />SITE DATA
<br />SITE ADDRESS: 5306 EAST DR. EVERETT, WA 98203
<br />PARCEL NUMBER: 00471700001707
<br />ZONING: R-1
<br />R /APPLICANT
<br />RONALD MOIR
<br />5302 EAST DR.
<br />EVERETT, WA 98203
<br />CIVIL ENGINEER
<br />OMEGA ENGINEERING, INC.
<br />JOSEPH SMEBY, PE
<br />2707 WETMORE AVE.
<br />EVERETT, WA 98201
<br />425.903.4852
<br />F:425.259.1958
<br />SURVEYOR
<br />ASPI LAND SURVEYING & PLANNING
<br />5205 S 2ND AVE, SUITE A
<br />EVERETT, WA 98203
<br />425.252,1884
<br />VICINITY MAP
<br />SCALE: 1' - 2,000'
<br />0
<br />DETEN'1101-1'
<br />VAULT f PUBLIC DRAINAGE
<br />EASEMENT
<br />i
<br />GOE SEWER/ 20'
<br />/, \\ ESM'T / INGRESS, EGRESS
<br />N Contact: ' o 42 ��� AF# 1485178 & UTILITIES ESM'T
<br />(425) 257-8731 a ----------------- f �= cGNsr. - _----_--_--
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<br />.l EX. PAVEMENT�S -SS S _,5..__'—SS _ .iSi —_ 5'--APPROVED
<br />OVED
<br />PLANNING & COiVMUNHT----------- -- - /---`'
<br />DEVELOPMENT DEPT. f. I ��� J% -/ / - - --I-��EDGE_oF PvlsT_ _ _4
<br />( f/// -. _' I - TOPS OIfKAL AFN E \
<br />/ SEE NOTE 201607050154
<br />0 20 40 (B��Afl g^ o EX. SFR V
<br />I"o'RIz�AL SCALE LJ!'tTLa \D '!a W�� -'-,� Y� / STOCKPILE
<br />NOTEi'
<br />r
<br />���` 5�,� �n.x INSTALL SILT LIMITS OF CLEARING
<br />TOPSOIL/STOCK PILE NOTE: 1 > l� � \\\ y�'�0`'0� ,i \ /"\'� �� - -` - - J FLAGGING (MARK W/ 6000 SF)
<br />PLASTICPILES RE TO BE SHEETING WITHIN 24 HOURS.. ` y�S \ EROSION & SEDIMENTATION CONTROL NOTE: `\,o \
<br />CONTRACTOR TO INSTALL SILT • �,�] J. �,.p, 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE��� EX. FLOW
<br />FENCING WHERE NECESSARY ALONG P \:►�Y�^��* ` AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF \ \ \
<br />PERIMETER IF VEGETATIVE BUFFER ` ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). \ \ 9"/� \ / ( ARROW (TYP.)
<br />DOES NOT PROVIDE ADEQUATE 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br />PROTECTION. / \q WA �$® REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBIUTY OF THE rr
<br />1 APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
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<br />VEGETATION/LANDSCAPING IS ESTABLISHED. \ I
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
<br />FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO \
<br />EXISTING SOIL & VEGETATION NOTE: EXISTING UTILITIES NOTE: DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING
<br />THE SOIL ANALYSIS FOR THIS EXISTING UTILITIES DESIGNED AND SHALL BE MAINTAINED BY THE APPLICANT CONTRACTOR FOR THE DURATION OF
<br />PROJECT FOUND THE EXISTING INSTALLED PER MOIR SHORT PLAT, CONSTRUCTION. /
<br />SOILS TO BE ALDERWOOD URBAN AFN 201702215002 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH
<br />LAND COMPLEX. THE SITE IN THE ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT
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<br />COVD
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<br />P\RdT.
<br />21'
<br />_ _
<br />_ PROP. SEWER 5' LAND CAPE -
<br />CNNECTION ESIdT. AFN
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<br />PROP. WATER 2'J'1607050154
<br />LINE
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<br />PROP. SFR
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<br />(1.881 SF)
<br />/ o y60O 9F
<br />w ' 'OPEN SPACE „ y
<br />N88'32'33"W-67.35'
<br />I I N01'08'54!W 1.00'
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<br />SITE PLAN
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<br />ROOF
<br />OVERHANG
<br />EX. FLOW
<br />ARROW (TYP.)
<br />00471700001804
<br />7
<br />PLANNING UEPT. INSPECTION SQUIRED
<br />C13 INLET
<br />PRIOR TO REQUEST FOR FINAL! SpECT10N PROTECTION (
<br />sQ f.
<br />Landscaping 2Fencing Signs i r\
<br />ali Sensitive Pea I0`
<br />Environment y
<br />Other
<br />AREA OF DISTURBANCE CURRENTLY
<br />NOTE:
<br />SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br />CONSISTS OF PASTURE.
<br />TOPOGRAPHIC CONTOURS ARE
<br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.
<br />BASED ON INFORMATION AVAILABLE 5.
<br />THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
<br />ON THE SNOHOMISH COUNTY -
<br />ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES
<br />WEBSITE.
<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 />TOTALAREA- 0.14Ac
<br />6.
<br />THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE
<br />IMPERVIOUS AREA SUMMARY TABLE
<br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER
<br />PGIS (s
<br />NPGIS s
<br />Total(so
<br />SFR HEIGHT CALLS
<br />STORM EVENTS.
<br />Exists To Be Removed
<br />0
<br />0
<br />SIDE EX.ELEV.
<br />7.
<br />THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM
<br />Existin (To Be Replaced)
<br />0
<br />0
<br />0
<br />A 423
<br />OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br />Existing(To Remain)
<br />16
<br />0
<br />16
<br />B 425
<br />8.
<br />AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
<br />New + e aced
<br />Total Site lm ervlous
<br />490
<br />881
<br />188
<br />2 1
<br />2 38
<br />C 425
<br />D 424
<br />Lg 7
<br />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 />NETNEW
<br />490
<br />1881
<br />2371
<br />AVG
<br />ELEv.-40ea" 1 499P
<br />1 I
<br />WATER INTO THE DOWNSTREAM SYSTEM.
<br />MAX. BLDG HT: rG29:0';<'26.83'=6TSA3+. Il
<br />AFOOES SHALL BE LED AT THE EGINNING OF
<br />NANDDCTION
<br />MAX. BUILDING LOT COVERAGE: 35%
<br />BUILDING LOT COVERAGE: 33.0%
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<br />CONSTASTRUCTIONLIZED
<br />MAINTAINED R THE DURATIONS OFTHEPROJECT. ADDITIONAL
<br />MAY ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
<br />v
<br />TMEASURESOBETREQUIRED
<br />DURAPROJECT.
<br />GRADING QUANTMES:
<br />yy��" 1\ / 10.
<br />THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND
<br />SEDIMENT TRACKED OFF THE SITE.
<br />CUT = 90 C.Y.
<br />I • w-i4 Ot►WC 7�d r (�,• ZO 11.
<br />APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE
<br />FILL = 90 C.Y.
<br />WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />12.
<br />BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABIUZED FOR
<br />GRADING QUANTITIES ESTIMATED BASED
<br />NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN
<br />ON CURRENT SITE INFORMATION &
<br />`w,f� n.`
<br />rW�J
<br />7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br />ASSUMED EXCAVATIONS NECESSARY FOR
<br />�l�`\�
<br />QiW �5
<br />PROPOSED IMPROVEMENTS.
<br />Yv'1 {
<br />VV
<br />SWPPP
<br />T.E.S.C. LEGEND
<br />- X- SILT FENCE PER COE STD DWG 214
<br />■ I I ■ CLEARING LIMITS PER BMPC103
<br />OCB INLET PROTECTION
<br />DRAWING INDEX
<br />Fee
<br />1) COVER, PRELIM. SITE LAYOUT & SWPPP
<br />2) TARGETED. STORMWATER SITE PLAN
<br />& SOIL MANAGEMENT PLAN
<br />Know What's below.
<br />3) DETAILS
<br />Call two business
<br />days before you dig.
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<br />HORIZONTAL SCALE O-
<br />PFN:
<br />PLAN APPROVED
<br />I'll
<br />PUBLIC WORKS
<br />DEPARTMENT
<br />20-0108
<br />1 EJT
<br />6/24/20
<br />DRAINAGE
<br />ec�c 1" = 40'
<br />A PUBUC WORKS PERMIT IS REWIRED PRIOR TO
<br />STARTING ANY CONSTRUCTION ON THIS
<br />PROJECT. APPROVAL FOR THIS PROJECT
<br />IS CONDITIONAL PER CURRENT STANDARDS
<br />AND EXPIRES UNLESS PERMIT
<br />FOR CONSTRUCTION HAS BEEN ISSUED.
<br />°`
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