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<br />j � �...�„ � �, SECTION 34 TOWNSHIP 29 RANGE 04 QUARTER
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<br />CB TYPE I Uµ COV D DECK �•\ r A PTN OF LOT 5 SD PLAT
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<br />SITE ADDRESS: 47XX BAKER DR. EVERETT, WA 98203
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<br />",.__w__. . i i, `, �° � \ - TAX ACCOUNT NUMBER: 00417400000,500
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<br />,d r PROP. SFR a "�., ( ) ` _
<br />- ZONING R 3 V J
<br />\ MAIN FLOR _ LL■ .�
<br />k ,. ,k. WN APP I A T
<br />t } ? � " __. ELEV. ±200.5 / w', �? .,� - O ER.,�. L C N
<br />-1 m`'°E SARMANJIT & MANPREET DHALIWAL
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<br />`SCR `''s, 0 4 g' o I � :, �` 3529 185TH PL SE
<br />D, V QQ N v , ._ / F } 98012
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<br />PROP. 6 _�, ,� - BOTHELL, WA
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<br />SEWER LINE PER , t r- �1 w Fx' " h,_ ._ 1> ,'
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<br />COE #601 ROOfi;:� M, r CIVIL ENGINEER GEOTECH
<br />ENGINEERING, INC.T 0 CI
<br />` OVERHANG l"" OMEGA ENGINE N IN CORAL GE S ENCES, LLC.
<br />50, M ,: ; ', " 'a JOSEPH SMEBY PE PO BOX. 82243
<br />t -2 ;,. ,' 2707 WETMORE AVE. KENMORE, WA 98028
<br />\ •D EVERETT, WA 98201 206.331.1097
<br />(. 425.903.4852
<br />i © \ 00417400000501 N , £I_., r
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<br />_ _ F:425.259.1958
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<br />SECOND FLOOD \ z��.3 ".__ ARCHTECT SURVEYOR co
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<br />PATIO 90 SF � '�•�, � , ` _ � L, ` � ,".,. ASPI LLC � <L rno N
<br />TYP. j E\ A
<br />NE 1 ' �i:,.__ 9824 223RD PL NE 5205 S 2ND AVE, STE O 5'
<br />MPR1 uME ►� _ 8053 € E :i `,;�a, REDMOND, WA 9 EVERETT, WA 98203 c� cv
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<br />pP 6 f ° ®' 206.853.9874 425.252.1884 W -1.- 4-
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<br />s,`Q3 1) COVER, PRELIM. SITE LAYOUT & SWPPP
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<br />2) DRAINAGE & GRADING PLAN
<br />3 SOIL MANAGEMENT PLAN
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<br />_ 4) DETAILS Z
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<br />q0' L PROP. D/W 25 ROW y I
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<br />UTILITY ESM T _ �`
<br />00417400000500T.E.S.C. LEGEND
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<br />AF# 201908210244
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<br />BE USED '
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<br />�€.. N90°00'00'E 70.72' µ ,i CONST. ENT. s „. ''f _ - X SILT FENCE PER COE STD DWG 214 t%
<br />(BMP C105)
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<br />ry _, - „ 3.., ._ .` .w. TOPSOIL
<br />vii� � � u � -• ,N07°16'00"W 15.39' �. _.._ ._ :;� =i� ,.�; r w NOTE ■ I I■ I CLEARING LIMITS R PC103
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<br />SEE ■ CL ARIN PER BM LY
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<br />CB INLET PROTECTION
<br />Lgrw i, .> x.1 L1 c i ..- 00417400000400
<br />s 2 =19&33
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<br />APPROVED
<br />EROSION & SEDIMENTATION CONTROL NOTE: z z �
<br />N PUBLIC DEPART ENT � �
<br />SITE PLAN S WPPP BY
<br />.� o
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR V) H u)
<br />DATE r
<br />DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). CiTYOEeVERETTRE 1EWEDFOR PERMIT Q d W
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC �. M
<br />EXISTING FEATURES NOTE _� � Z
<br />FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND NO TOPOGRAPHIC SURVEY HAS BEEN
<br />O
<br />VEGETATION/LANDSCAPING 'IS ESTABLISHED. � l=
<br />PREPARED FOR THIS SITE. ALL .....� Z
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN :ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO LU U
<br />TOPSOIL/STOCK PILE NOTE: EXISTING INFORMATION SHOWN I5 • W
<br />SFR HEIGHT CALCS CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. FROM OTHER CONSULTANTS OR BASED �= (1)9
<br />SIDE
<br />I ELEV.
<br />A
<br />193.92
<br />B
<br />198.71
<br />C
<br />201.50
<br />D
<br />196.75
<br />PILES ARE S0 BE COVERED W/ PLASTIC SHEETING
<br />24 HOURS. PER BMP C123.
<br />(���
<br />THE
<br />FLAGGING SHALL BE MAINTAINED
<br />BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br />ON SITE OBSERVATIONS OR
<br />®
<br />W
<br />u-
<br />0
<br />a:WITHIN
<br />4. THE
<br />ESC FACILITIES SHOWN ON THIS
<br />PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,
<br />APPROXIMATED FROM INFORMATION
<br />��,
<br />W
<br />1
<br />fY
<br />CONTRACTOR TO INSTALL SILT' FENCING WHERE
<br />AND
<br />IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br />AVAILABLE ON THE SNOHOMISH
<br />;
<br />tL
<br />Z
<br />O
<br />NECESSARY ALONG PERIMETER IF VEGETATIVE
<br />ROADWAYS, OR VIOLATE APPLICABLE
<br />WATER QUALITY STANDARDS.
<br />COUNTY WEBSITE.
<br />0 20 40 Know what's below.
<br />0
<br />1=
<br />z
<br />m
<br />AVG ELEV.= 790.99' / 4=197.74' BUFFER DOES NOT PROVIDE ADEQUATE J. THE C FA
<br />CILITIES SHOWN ON THIS P ILAN ARE THE MINIMUM REQUIREMENTS FOR ANCIP TIATED SITE CONITI DONS. DURING THE — W
<br />MAX. BLDG HT;= 197.74+ 28' N
<br />CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE FEATURES ARE HORIZONTAL SCALE Call two business � O - 225.74 PROTECTION. - EXISTING DRAINAGE
<br />THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. APPROXIMATE AND BASED ON SITE days before you dig. " _ U. d
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR OBSERVATIONS.'. W
<br />TOTAL AREA - 0.42 Ac
<br />CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS.
<br />IMPERVIOUS AREA SUMMARY TABLE 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48
<br />PGIS s
<br />NPGIS s
<br />Total s
<br />Existing o Be Removed
<br />3,004
<br />155
<br />3 159
<br />Existing (To Be Replaced)
<br />0
<br />382
<br />382
<br />Existing (To Remain)
<br />0
<br />0
<br />0
<br />New
<br />1,577
<br />5,649
<br />7,226
<br />New + Replaced
<br />1,577
<br />6 031
<br />7 608
<br />Total :9 Irn ervious
<br />1,577
<br />6 031
<br />760
<br />NETNEW
<br />1,577
<br />5,649
<br />7,226
<br />GRACING QUANTITIES:
<br />HOURS FOLLOWING A MAJOR STORM EVENT.
<br />NOTE.
<br />NOTE. ROCK -FILLED LANDSCAPE
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE
<br />ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH
<br />NO BOUNDARY SURVEY HAS BEEN
<br />FEATURE TO BE REMOVED ON SITE.
<br />CUT == 280 C.Y.
<br />BASINS AND LINES SHALL BE CLEANED PRIOR
<br />TO PAVING. THE CLEANING OPERATION SHALL. NOT FLUSH SEDIMENT
<br />PERFORMED FOR THIS PROJECT.
<br />PER A CONVERSATION WITH THE
<br />PROI NO.
<br />DSN•BY:
<br />FILL = 350 C.Y.
<br />..CONVEYANCE
<br />. .
<br />LADENWATER INTO THE DOWNSTREAM SYSTEM.
<br />PROPERTY DIMENSIONS ARE
<br />NEIGHBOR, THEY ALSO PLAN TO
<br />19-1208
<br />EJT
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED
<br />AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
<br />APPROXIMATE AND HAVE .BEEN
<br />REMOVE AND FILL IN THE AR A OF THE
<br />DATE:
<br />GRADING QUANTITIES ESTIMATED BASED
<br />DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE
<br />REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
<br />PROVIDED BY INFORMATION AVAILABLE
<br />GRAVEL -FILLED TRENCH ON THEIR
<br />1/21/21
<br />ON CURRENT SITE INFORMATION &
<br />THE DURATION OF THE PROJECT.
<br />ON THE SNOHOMISH COUNTY WEBSITE.
<br />PROPERTY TO THE EAST. GRAVEL
<br />ASSUMED EXCAVATIONS NECESSARY FOR
<br />NO ADDITIONAL SURVEY WORK HAS
<br />LANDSCAPE FEATURE TO BE REMOVED
<br />SCALE:
<br />1 O. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENTE SI TRACKED OFF THTE. 1" = 20'
<br />MAX. BUILDING LOT COVERAGE: 40% PROPOSED IMPROVEMENTS. 11 APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS BEEN PERFORMED ON THIS SITE. ON SITE AND WALLED OFF NEAR
<br />BUILDING LOT COVERAGE: 31% FAIL. PROPERTY LINE USING EXISTING DRAWING No.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 KEYSTONES.
<br />1 4
<br />THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. of
<br />
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