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SFR
<br />SECTION, ��TOWNS�HIP 28N,, RANGE 5E. W.M.
<br />j CCIVIL ENGINEER SITE ®F
<br />1
<br />\ OMEGA ENGINEERING, INC.
<br />JOSEPH SMEBY, PE SITE ADDRESS: 6402 HIGHLAND DR SE. EVERETT, WA 98203
<br />f f
<br />2 707 WETMORE AVE, PARCEL NUMBER. 00531 700500300
<br />00531700500102 EVERETT, WA 9 201 ZONING: R--2
<br />s' 4.25.387.3 20
<br />F.425.259.19 8 OWNER /A-PPLICANT
<br />IGO€� IRIINA EORIC�L
<br />/ 32 HIGHLAND DR
<br />REEVE LAND SURVEYING UNIT B
<br />4-"0 16 TH ST SW
<br />' 7 EVERETT, WA 98203
<br />r / ` LYNNWOOD, WA 98087
<br />/ r / 20.49.079
<br />w�
<br />EX. GARAGE! \; � COV'D PATIO 3
<br />11�8 / fDRAWING INDEX
<br />1) COVER, PRELIM SITE LAYOUT & SWPPP
<br />v
<br />o� BSBL 2) TARGETED STORMWATER SITE PLAN
<br />00531700500200
<br />f" f& SOIL MANAGEMENT PLAN
<br />DETAILS
<br />#- W q ` h / - E 20 BSBL - f `� -
<br />00531700500301 G f ;LEGALDESRIP
<br />TI
<br />ON
<br />NORTH BEVERLY PARK DIV 2 BLK 005 D--00 'N 65FT OF E 120FT OF LOT 3
<br />EX. SFR
<br />ESQ SELY 1 C3FT TO CITY OF EV PER 'AID REC IN VOL 1330 P 18. AUD FILE
<br />(TBR)
<br />\ „ � NO 78062002.86 — AKA LOT 1 & PTN LOT 2 CITY OF EV SP REC
<br />AFN 78062 031
<br />®V'Cs b /4 .' s
<br />00531700201 B00
<br />?ROP. SFR �i :
<br />� " _ � . ram` "'�`h � f� V
<br />(2,169 SF) \
<br />10'
<br />` \ 5' BSBL
<br />a
<br />f PLOP. CONCR TE Y ✓
<br />f
<br />D/rpp� >Q
<br />Ul
<br />~ LIMITS OF CLEARING
<br />.._.. 00531700201700 MARK W/ ®RANGE FLAGGING
<br />CIO � 5 �t � (6,049 SF) (BMP C103) FLAGGING --.,
<br />IN
<br />EX. GARAGE.
<br />Y jf (TBR)= 710'
<br />,I 0053.1700500400�,
<br />f � \
<br />` 00531700500301
<br />j EX. SFR
<br />p, -- \ \ (TBR)
<br />0 20 40 l
<br />HORIZONTAL SCALE
<br />EROSION• I T TI T T
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL TOPSOIL/STOCK PILE NOTE:
<br />OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, PILES ARE TO BE COVERED / PLASTIC
<br />CHANNELS, RETENTION FACILITIES, UTILITIES); SHEETING WITHIN 24 HOURS IN
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND ACCORDANCE WITH BMP C123.
<br />UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL
<br />ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. CONTRACTOR TO INSTALL SILT FENCING
<br />3. THE BOUNDARIES OF THE CLEARING. LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE WHERE NECESSARY ALONG PERIMETER IF
<br />FIELD PRIOR . TO CONSTRUCTION. DURING: THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE VEGETATIVE. BUFFER DOES NOT PROVIDE
<br />FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE ADEQUATE PROTECTION IN ACCORDANCE
<br />APPLICANT/CONTRACTOR FOR THE DURATION OF `CONSTRUCTION. WITH BMP C102.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED 1N CONJUNCTION WITH ALL CLEARING
<br />AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT
<br />LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER EXISTING SOIL & VEGETATION NOTE:
<br />QUALITY STANDARDS.THE SOIL ANALYSIS FOR THIS
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE PROJECT FOUND THE EXISTING
<br />CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED SOILS TO BE SANDY LOAM. THE
<br />FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT —LADEN WATER DO SITE IN THE AREA OF DISTURBANCE
<br />NOT LEAVE THE SITE, CURRENTLY CONSISTS OF AN
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR EXISTING GARAGE, DRIVEWAY,
<br />TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. WALKWAY, SFR, AND LAWN,
<br />7, THE ESC FACILITIES ON INACTIVE SiTES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
<br />MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. L
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A UTILITIES NOTE:
<br />TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE' LINES SHALL BE CLEANED PRIOR TO CONTRACTOR TO LOCATE AND TIE
<br />INTO EXISTING UTILITIES ON SITE.
<br />PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM
<br />SYSTEM.
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT. THE BEGINNING OF CONSTRUCTION AND
<br />MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE
<br />THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT
<br />TRACKED OFF THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES
<br />IF THE PROPOSED BMPS FAIL.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN
<br />2 DAYS FROM OCTOBER `I THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH
<br />SEPTEMBER 30,
<br />TOTAL AREA m 0. 14 A
<br />1 APf=RVI0 11q ARFA StJMMARY TABLE
<br />80
<br />GRAQN�G—�NTITIE�
<br />CUT -- 130 C.Y."
<br />FILL = 130 C.Y.
<br />GRADING QUANTITIES ESTIMATED BASED
<br />ON CURRENT SITE INFORMATION &
<br />ASSUMED EXCAVATIONS NECESSARY FOR
<br />PROPOSED IMPROVEMENTS.
<br />Ty o a
<br />LEGEND
<br />m
<br />AVG ELEV.= 1,719' / 4 = 429.76`
<br />MAX. BLDO HT.= 42 .75' + 24.0' = 463.75'
<br />SITE
<br />710- —� y"
<br />SCALE." 1" = 2,000'
<br />1 � „
<br />00531700500200
<br />-� EX. D/W TOj
<br />1 BE USED AS /
<br />3 CON,ST. ENT. /
<br />BMP C105) r
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<br />00531700201 B00
<br />STOCKPILE
<br />I\SEE NOTE
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<br />SEE NOTE
<br />' . INSTALL SILT
<br />;mo t /, rh t FENCE
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<br />191->07
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<br />.� kP ..q� /.DRAIN INLET ~
<br />PROTECTION
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<br />PROJ. NO. DSN. BY:
<br />20-0724 A L
<br />DATE:
<br />�
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<br />10/22/20
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