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OUTFALL PER --
<br />DETAIL 1
<br />SHEET 4
<br />INSTALL RIP RAP AT BASE OF DIFFUSER
<br />TEE, AS REQUIRED BY BNSF
<br />15' PRIVATE DRAINAGE
<br />1.
<br />n rCi� ..ter EASEMENT n
<br />ANCHOR PIPE ON SLOPE W/ #4 "U" SHAPED
<br />REBAR BENT TO PIPE, SPACED 25' OC.
<br />1 .
<br />REBAR TO BE SET A MINIMUM 30" INTO . 1
<br />GROUND. PIPE TO BE CONTINUOUSLY
<br />FUSED..
<br />.et.
<br />1
<br />1
<br />,
<br />2 ® rIb
<br />.. `V ✓10
<br />10' WIDE SEWER
<br />EASEMENT
<br />- FILTER FABRIC FENCE
<br />SCALE: 1 "-20 FEET NOTE:
<br />OUTFACE THE DESIGN IS PRELIMINARY AND CONTINGENT UPON BNSF
<br />PROTECTION D 20 40 APPROVAL.
<br />1
<br />PER BlEtA r eN'; i1
<br />ET 4- COY LLFD NOTE:
<br />INSTALL &' C FINAL MAINTENANCE AND OPERATION OF THE DRAIN
<br />HDPE CONTINUOUSLY WITHIN STEEP SLOPE DOWN TO THE DIFFUSER TEE AND
<br />-- FUSED ON TOP OF SLOPE ON -SITE SHALL BE THE RESPONSIBILITY OF THE PROPERTY
<br />ANCHOR PER DETAIL, ALL OWNER(S).
<br />JOINTS SHALL BE
<br />:- RESTRAINED ON SLOPE
<br />WORK WITHIN
<br />RAILROAD ROW
<br />UNDER SEPARATE
<br />j. PERMIT. (SEE NOTE)
<br />SLOPE PROTECTION
<br />AND STABILIZATION
<br />1 PER BMP C120
<br />BMP C233
<br />PER n ,
<br />(TYP) -
<br />--
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<br />X _
<br />_J
<br />CIDLOT B -- -
<br />X 00 23,096 SF
<br />28r FRENCH DRAIN ! '
<br />PER DETAIL !
<br />I 1 -
<br />SHEET 5 I
<br />__--->
<br />�1 3Or X m ___-----�>��> BRICK I L
<br />X m211 S.F.PAVERS/PLANTER
<br />DECK ! T:
<br />TO BE
<br />L1
<br />. EMOVED i 1
<br />EX DECK
<br />m DS1,123 SF-> - - -
<br />PROPOS !�
<br />LO = ADD 938
<br />d, A 4" PVC
<br />d' (TYP)
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<br />o X n 2325
<br />r X TAYLOR DR .j ,
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<br />X
<br />110' PRIVATE ,
<br />X I DRAINAGE ; �!
<br />�? EASEMENT / 7,
<br />X I �
<br />X i
<br />X 1 138 .�
<br />ZIG-ZAG LINE (� 1 6" P2%
<br />DEPICTS CONSTRUCTION x l,' �, �iSL.OPE
<br />LIMITS (TYP) I
<br />S A(ItED DRIVE
<br />FILTER FABRIC FENCE i
<br />C233 ' ��� //!;! E 1�88 SF j !
<br />1
<br />(TYP)- �- X I \ �I DS� 142. 65'DS
<br />I
<br />X S L
<br />15` WATER I X COT +-
<br />,. _.
<br />�. I � A ... ! ,
<br />EASEMENT �� GROSS AREA
<br />142' 11,037 SF A ( P C TY
<br />4' CHAINL)NK NET AREA I .
<br />FENCE ON I a 9,049 SF N c 1
<br />CONIC RET 44.74' �45.3 'X L
<br />WALL X !1 Dc� PROPOSED j
<br />HOUSE I !
<br />IE 1,835 SF ^
<br />II FF 148.50
<br />1
<br />,>
<br />! \ , 2329
<br />148 X. v�
<br />TAYLOR�\\ 1�
<br />\I
<br />DR A , LL
<br />WATER UTILITY
<br />EASEMENT 1 X D > >��
<br />I
<br />X ' NEW CB PER CITY
<br />_ 1 i
<br />STANDARDS PER
<br />DETAIL 401, BMP
<br />4 _ C 220 SHEET 5
<br />CB INLET
<br />UJ
<br />m i PROTECTION PER
<br />m_ 11 DET 208 SHEET 3
<br />7 8
<br />4 @ 2% MIN
<br />7 I .I. 01
<br />r �
<br />m
<br />A i
<br />16 S.F. PAVER
<br />TO BE
<br />REMOVED
<br />CORRUGATED HDPE
<br />@ 2% MIN
<br />NEW CB PER CITY
<br />- ' STANDARDS PER
<br />DETAIL 401, SHEET 5
<br />CB INLET
<br />PROTECTION PER
<br />DET 208 BMP
<br />C220, SHEET 4 J
<br />1 FIR
<br />-12 IiR
<br />7r,
<br />6" SANITARY
<br />a SEWER
<br />LATERAL
<br />CONSTRUCTION ENTRANCE
<br />PER COE STD DETAIL #201
<br />T &`BMP C105
<br />-=FnIO 1io
<br />0.58'W x 0.08'S h
<br />IDENING
<br />S8203614 502.65-------
<br />N __--
<br />r v rgrvrfimry rvm FA 'L INLET ----"` PROP 3/4°- -- -- _
<br />__ -
<br />t---yPROTECTION - WATER®
<br />PER BMP C220 : SERVICE
<br />82°38„� 11W C)57.79
<br />TEMPORARY EROSION AND SEDIMENTATION CONTROL
<br />STANDARD NOTES:
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN
<br />APPROVAL OFPERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES,
<br />RESTRICTORS, CHANNELS,RETENTION FACILITIES, UTILITIES).
<br />2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br />REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
<br />APPUCANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
<br />VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN
<br />THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND
<br />THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
<br />APPUCANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br />4. THE ESC FACIUTIESSHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL
<br />CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND
<br />SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE
<br />WATER QUALITY STANDARDS.
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED
<br />SITE CONDITIONS. DURING THE CONSTRUCTON PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS
<br />NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN
<br />WATER DO NOT LEAVE THE SITE.
<br />6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE
<br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM
<br />EVENTS.
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE
<br />A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A
<br />TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO
<br />PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE
<br />DOWNSTREAM SYSTEM.
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION
<br />AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO
<br />ENSURE 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 OFFTHE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER
<br />BODIES IF THE PROPOSED BMPS FAIL.
<br />12. BARE AND/OR DISTURBEDSOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE
<br />THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1
<br />THROUGH SEPTEMBER 30.
<br />1. Preserve Vegetation/Mark Clearing Limits:
<br />X BMP C101: Preserving Natural Vegetation
<br />DBMP C102: Buffer Zones
<br />❑BMP C103: High Visibility Plastic or Metal Fence
<br />2. Establish Construction Access:
<br />X BMP C105: Stabilized Construction Entrance/Exit ❑BMP
<br />C106: Wheel Wash
<br />❑BMP C107: Construction Road/Parking Area Stabilization
<br />3. Control Flow Rates:
<br />❑BMP C203: Water Bars
<br />El BMP C240: Sediment Trap
<br />❑BMP C241: Temporary Sediment Pond
<br />X Not Applicable To My Proposed Project
<br />4. Install Sediment Controls:
<br />❑BMP C231: Brush Barrier
<br />❑BMP C232: Gravel Filter Berm
<br />X BMP C233: Silt Fence
<br />❑BMP C234: Vegetated Strip
<br />❑BMP C235: Wattles
<br />❑BMP C240: Sediment Trap
<br />❑BMP C241: Temporary Sediment Pond
<br />S. Stabilize Soils:
<br />X BMP C120: Temporary and Permanent Seeding
<br />❑BMP C121: Mulching
<br />❑BMP C122: Nets and Blankets
<br />❑BMP C123: Plastic Covering
<br />❑BMP C124: Sodding
<br />❑BMP C125: Topsoiling/Composing
<br />O BMP C126: Polyacryiamide for Soil Erosion Protection
<br />DBMP C130: Surface Roughening
<br />❑BMP C131: Gradient Terraces
<br />❑BMP C140: Dust Control
<br />6. Protect Slopes:
<br />X BMP C120: Temporary and Permanent Seeding
<br />DBMP C130: Surface Roughening
<br />11 BMP C131: Gradient Terraces
<br />DBMP C200: Interceptor Dike and Swale
<br />❑BMP C201: Grass -Lined Channels
<br />❑BMP C203: Water Bars
<br />❑BMP C204: Pipe Slope Drains
<br />DBMP C205: Subsurface Drains
<br />DBMP C206: Level Spreader
<br />❑BMP C207: Check Dams
<br />DBMP C208: Triangular Silt Dike (Geotextile Encased Check Dam)
<br />7. Protect Drain Inlets:
<br />X BMP C220: Storm Drain Inlet Protection
<br />8. Stabilize Channels and Outlets:
<br />DBMP C202: Channel Lining
<br />X BMP C 209: Outlet Protection
<br />❑Not Applicable To My Proposed Project
<br />9. Control Pollutants:
<br />❑BMP C151: Concrete Handling
<br />❑BMP C152: Sawcutting and Surfacing Pollution Prevention
<br />❑BMP C153: Material Delivery, Storage, and Containment
<br />DBMP C154: Concrete Washout Area
<br />DBMP C250: Concrete Stormwater Chemical Treatment
<br />❑BMP C251: Construction Stormwater Filtration
<br />❑BMP C252: High H Neutralization Using O g p gC a
<br />DBMP C253: pH Control for High pH Water
<br />X Not Applicable To My Proposed Project
<br />10.Control Dewatering:
<br />DBMP C236: Vegetative Filtration
<br />X Not Applicable To My Proposed Project
<br />11. Maintain BMPs:
<br />X BMP C150: Materials On Hand
<br />❑BMP C160: Certified Erosion and Sediment Control Lead (CESCL not required on -site for sites <1acre)
<br />12. Manage the Project:
<br />X BMP C150: Materials On Hand
<br />❑BMP C160: Certified Erosion and Sediment Control Lead (CESCL not required on -site for sites < acre)
<br />X BMP C162: Scheduling
<br />13.Protect Low Impact Development:
<br />X BMP C102: Buffer Zones
<br />[I BMP C103: High Visibility Plastic or Metal Fence
<br />DBMP C200: Interceptor Dike and Swale
<br />❑BMP C207: Check Dams
<br />DBMP C208: Triangular Silt Dike (Geotextile Encased Check Dam)
<br />❑BMP C231: Brush Barrier
<br />X BMP C233: Silt Fence
<br />❑BMP C234: Vegetated Strip
<br />NOTES
<br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL
<br />MEET THE REQUIREMENTS OF WSDOT STANDARD
<br />SPECIFICATION SECTION 8-01.3(7).
<br />INSTALL DRIVEWAY CULVERT
<br />IF THERE IS A ROADSIDE DITCH
<br />25, PRESENT
<br />25,
<br />ROAD
<br />EXtS�\NG
<br />30' MIN TYPICAL
<br />c
<br />PERMEABLE BALLAST TYPICAL SEE
<br />STANDARD SPECIFICATION
<br />SECTION 9-03.9(2)
<br />1' MIN
<br />LENGTH AS REQUIRED 100' MIN, EXCEPT DEPTH
<br />MAY BE REDUCED TO 50' MIN FOR
<br />TYPICAL
<br />SITES WITH LESS THAN ONE ACRE
<br />OF EXPOSED SOIL OR APPROVED BY INSPECTOR
<br />0
<br />N
<br />PLACE CONSTRUCTION GEOTEXTILE FOR SOIL
<br />STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF
<br />o
<br />ROADWAY TO THE CONSTRUCTION ENTRANCE, INGRESS/EGRESS AREA
<br />Z
<br />OR AS DIRECTED BY THE ENGINEER 15' MIN
<br />Z
<br />W
<br />a
<br />0
<br />W
<br />o
<br />ISOMETRIC VIEW
<br />w
<br />N
<br />WSDOT STD PLAN 1-80.10-02 ACCEPTABLE SUBSTITUTE
<br />CONSTRUCTION ENTRANCE
<br />0
<br />CITY OF EVERETT
<br /><
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<br />PUBLIC WORKS DEPARTMENT
<br />O N
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<br />City Eoglneer Section Manager CAD Manager Drawn By Current Rev Date
<br />- RYAN SASS HEATHER GRIFFIN PAUL WILHELM ESH
<br />04/03/2017
<br />TITLE
<br />y, N
<br />STANDARD DRAWING No.
<br />CONSTRUCTION ACCESS 201
<br />so
<br />a
<br />CUT AND FILL QUANTITIES
<br />TOTAL CUT = 70 CY
<br />TOTAL FILL = 70 CY
<br />TOPSOIL NOTE:
<br />ALL DISTURBED AND LANDSCAPED SOILS SHALL BE ENHANCED TO
<br />MEET BMP T5.13 POST CONSTRUCTION SOIL QUALITY AND DEPTH.
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<br />DRAWN BY: EBA
<br />DATE: 09-05-2018
<br />AGENCY NO.:
<br />SHEET: 2
<br />OF 5
<br />JOB NO.:
<br />18-025
<br />REVIEWED FOR PERMIT
<br />
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