|
M
<br />,n
<br />00
<br />0
<br />N
<br />O
<br />N
<br />W
<br />e-1
<br />LLJ
<br />0
<br />0
<br />0
<br />0
<br />N
<br />O
<br />N
<br />()
<br />SINE .,
<br />RIGNT,OF,WAY
<br />v
<br />P. �
<br />< 1
<br />2
<br />PROPOSED COALESCING
<br />PLATE SEPARATOR
<br />\ 3
<br />o LS
<br />M N SN. GA
<br />W.)
<br />dOoo
<br />N/0 R
<br />0W�
<br />P\ZN�O ROWS
<br />W.M.
<br />2
<br />3
<br />0 SOIL AND SEDIMENTATION CONTROL KEYNOTES:
<br />1. INSTALL CONSTRUCTION FENCE WITH COMPOST SOCK. CONTRACTOR TO FIELD VERIFY AND
<br />COORDINATE LOCATION(S) OF CONSTRUCTION ACCESS GATE(S) WITH OWNER'S REPRESENTATIVE.
<br />SEE DETAIL 1/C5.01. INCLUDES CITY OF EVERETT BMP'S #C103 AND #C233.
<br />2. PROVIDE AND INSTALL CONCRETE WASHOUT AREA. SEE DETAIL 9/C5.01. INCLUDES CITY OF
<br />EVERETT BMP'S #C151, #C152, AND #C153.
<br />3. PROVIDE AND INSTALL INLET PROTECTION. SEE STANDARD DETAIL ON SHEET C5.00. INCLUDES CITY
<br />OF EVERETT BMP #C220.
<br />4. PROVIDE AND INSTALL STABILIZED CONSTRUCTION ACCESS. SEE STANDARD DETAIL ON SHEET
<br />8.5W(0.2'W/0 R.O.W.)
<br />C5.00. LOCATION MAY VARY THROUGHOUT THE DURATION OF CONSTRUCTION. GC RESPONSIBLE
<br />TO DOCUMENT DEVIATION FROM THE PREPARED PLANS. INCLUDES CITY OF EVERETT BMP #C105.
<br />SN. (2.9'W/0 R. 0. W )
<br />MON. SN. (5.8'W/0 R. 0. W.)
<br />30. DO'
<br />CITY OF EVERETT STANDARD ESC NOTES
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN
<br />APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS,
<br />PIPES, 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 />APPLICANT/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
<br />BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE
<br />MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL
<br />CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENTAND
<br />SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE
<br />APPLICABLE WATER QUALITY STANDARDS.
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED
<br />SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE
<br />UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND
<br />W
<br />SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />z
<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
<br />ONCE 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 />c�
<br />9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED ATTHE BEGINNING OF
<br />CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES
<br />MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF
<br />THE PROJECT.
<br />0
<br />\
<br />10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND
<br />SEDIMENT TRACKED OFF THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER
<br />M.H.(1.5E/0 R.O.W.)
<br />BODIES IF THE PROPOSED BMPS FAIL.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE
<br />8.SW.(0.2'E/0 R. 0. W.
<br />THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY
<br />1 THROUGH SEPTEMBER 30.
<br />SN. (I.6'W/0 R. 0. W )
<br />`
<br />vJ
<br />CONSTRUCTION SITE DEWATERING NOTES
<br />TAKE CARE WHEN DEWATERING CONSTRUCTION SITES. DO NOT PUMP SEDIMENT -LADEN WATER
<br />DIRECTLY TO LAKES, STREAMS, COUNTY DRAINS, STORM DRAINS, WETLANDS OR OTHER
<br />ENVIRONMENTALLY SENSITIVE AREAS. THE PROPER WAY TO DEWATER A CONSTRUCTION SITE IS AS
<br />FOLLOWS:
<br />• PLACE A GEOTEXTILE FILTER BAG OR GEOTUBE ON THE END OF THE DISCHARGE HOSE
<br />• DISCHARGE INTO A CONSTRUCTED CONTAINMENT AREA AND HAUL OFF SITE. GC TO
<br />SUBMIT DEWATERING PLAN PRIOR TO CONSTRUCTION FOR APPROVAL.
<br />DISSIPATE ENERGY TO PREVENT SCOURING, AND INSPECT DEWATERING OPERATIONS SEVERALTIMES
<br />DAILY.
<br />^�
<br />1
<br />I
<br />INSTALL/MAINTAIN INLET
<br />CONTROL UNTIL REMOVED
<br />PED. X(J. 7'E/0 R. 0. W )
<br />M. H.
<br />T.S.P.(22E/0 R.0.W)
<br />MGN' R;ONT,GF WPY)
<br />o EOIOATED PGB�" 0
<br />o_ (1 00' G
<br />M•
<br />ERE
<br />E�
<br />�E
<br />4041=40M
<br />B. D.
<br />BRASS DISK
<br />P.S.
<br />PARKING SPACE
<br />B. SW
<br />BACK OF SIDEWALK
<br />PED.X
<br />PEDESTRIAN CROSSING
<br />(C)
<br />CALCULATED DATA
<br />R.O.W.
<br />RIGHT OF WAY
<br />C.L.
<br />CENTER LINE
<br />(R 1)
<br />INST. NO. 9206230250
<br />C.L.F.
<br />CHAIN LINK FENCE
<br />(R2)
<br />INST NO. 9901215009
<br />C. 0.
<br />CLEAN OUT
<br />(R3)
<br />INST. NO. 200704035002
<br />D.l.
<br />DRAIN INLET
<br />(R4)
<br />INST. NO. 200906185002
<br />G.A.
<br />GUY ANCHOR
<br />RSR.
<br />RISER
<br />G.M.
<br />GAS METER
<br />S.C.O.
<br />SEWER CLEAN OUT
<br />I.P.
<br />IRON PIPE
<br />SN.
<br />SIGN
<br />LS
<br />LANDSCAPING
<br />T.PED.
<br />TELEPHONE PEDESTAL
<br />M. C.
<br />MONUMENT CASE
<br />T. S P.
<br />TRAFFIC SIGNAL POLE
<br />M.H.
<br />MAN HOLE
<br />T.S.P.B.
<br />TRAFFIC SIGNAL PULL BOX
<br />MON. SN.
<br />MONUMENT SIGN
<br />W. M.
<br />WATER METER
<br />OH.
<br />OVERHANG
<br />W V.
<br />WATER VALVE
<br />P.P.
<br />POWER POLE
<br />BLOCK/CONCRETE WALL
<br />CONCRETE
<br />ASPHALTIC CONCRETE
<br />BUILDING LINE
<br />HANDICAP PARKING
<br />-��-
<br />CHAIN LINK FENCE
<br />LIGHT POLE
<br />,- -
<br />OVERHEAD WIRE
<br />STORM DRAIN LINE
<br />SOIL EROSION AND SEDIMENTATION CONTROL NOTES AND MAINTENANCE NOTES
<br />1. LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL SUBMIT A TEMPORARY SOIL EROSION
<br />CONTROL (TESC) PLAN AND OBTAIN A TEMPORARY SOIL EROSION CONTROL PERMIT PRIOR TO ANY
<br />EARTH CHANGES. APPROVAL OF PLAN DOES NOT CONSTITUTE APPROVAL OF CONSTRUCTION
<br />ACTIVITIES.
<br />2. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE CITY OF EVERETT SOIL EROSION
<br />AND SEDIMENTATION CONTROL REQUIREMENTS.
<br />3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE
<br />AND NOT ALLOWED TO COLLECT ON ANY OFF SITE AREAS OR IN WATERWAYS. WATERWAYS
<br />INCLUDE BOTH NATURAL AND MAN MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND
<br />PONDS.
<br />4. STAGING THE WORK WILL BE DONE BY THE GENERAL CONTRACTOR OR LANDOWNER'S
<br />REPRESENTATIVE AS DIRECTED IN THESE PLANS AND AS REQUIRED TO ENSURE PROGRESSIVE
<br />STABILIZATION OF DISTURBED EARTH CHANGE.
<br />5. THE GENERAL CONTRACTOR OR LANDOWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR
<br />INSTALLATION AND MAINTENANCE OF TESC DEVICES.
<br />6. THE GENERAL CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE TESC MEASURES AS SHOWN
<br />ON THE PLANS BEFORE, AND AT ALL TIMES DURING, THE CONSTRUCTION ON THIS PROJECT. ANY
<br />MODIFICATIONS OR ADDITIONS TO TESC MEASURES DUE TO CONSTRUCTION OR CHANGED
<br />CONDITIONS SHALL BE COMPLIED, RECORDED, AND REPORTED TO THE CITY OF EVERETT AS
<br />REQUIRED.
<br />7. IF ANY OF THE TESC MEASURES ON THE SITE ARE DEEMED INADEQUATE OR INEFFECTIVE, THE
<br />JURISDICTIONAL AUTHORITY HAS THE RIGHT TO REQUIRE ADDITIONAL TESC MEASURES ATTHE
<br />EXPENSE OF THE GENERAL CONTRACTOR.
<br />8. THE GENERAL CONTRACTOR SHALL INSPECT THE SESC DEVICES ONCE A WEEK, WITHIN 24 HOURS
<br />OF RAINFALL, AND DAILY DURING A PROLONGED RAIN EVENT. A LOG OF INSPECTION REPORTS
<br />SHALL BE MAINTAINED AND ACCESSIBLE IN ACCORDANCE WITH NATIONAL POLLUTION DISCHARGE
<br />ELIMINATION SYSTEM (NPDES) REQUIREMENTS. REQUIRED MAINTENANCE SHALL BE PROVIDED
<br />PROMPTLY.
<br />9. INSTALL SILT FENCE AS INDICATED ON THE PLAN, PER DETAIL, AND AT ADDITIONAL AREAS AS
<br />NECESSARY.
<br />A. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS
<br />OF RAINFALL, AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE
<br />SHALL BE PROVIDED PROMPTLY.
<br />B. BUILD-UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO
<br />1/2 OF THE HEIGHT OF THE SILT FENCE.
<br />C. IF SILT FENCE DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED
<br />USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE REPLACED
<br />PROMPTLY.
<br />11. INSTALL INLET FILTER ON ALL PAVEMENT CATCH BASINS PER DETAIL.
<br />A. INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24
<br />HOURS OF A RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED
<br />MAINTENANCE SHALL BE PROVIDED PROMPTLY.
<br />B. BUILD-UP OF SEDIMENT AND DEBRIS SHALL BE REMOVED PROMPTLY.
<br />C. IF FILTER FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED
<br />USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE FILTER FABRIC SHALL BE REPLACED
<br />PROMPTLY.
<br />12. INSTALL DRAIN GUARD ON ALL CATCH BASINS PER DETAIL, SEED OR SOD THE AREA BETWEEN THE
<br />SILT FENCE AND THE INLET.
<br />A. DRAIN GUARDS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24
<br />HOURS OF RAINFALL AND DURING A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE
<br />SHALL BE PROVIDED PROMPTLY.
<br />B. BUILD-UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO
<br />1/2 OF THE HEIGHT OF THE SILT FENCE.
<br />C. IF FILTER FABRIC DECOMPOSES OR BECOME INEFFECTIVE PRIOR TO THE END OF EXPECTED
<br />USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE FILTER FENCE SHALL BE REPLACED
<br />PROMPTLY.
<br />13. ALL STOCKPILED SOILS SHALL BE MAINTAINED IN SUCH AWAY AS TO PREVENT EROSION FROM
<br />LEAVING THE SITE. SILT FENCE MUST BE INSTALLED AROUND THE PERIMETER OF THE STOCKPILE.
<br />IF THE STOCKPILE WILL BE ON SITE FOR MORE THAN 30 DAYS, THEN THE STOCKPILE MUST BE
<br />SEEDED.
<br />A. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL
<br />GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF 1 TO 2 TONS PER ACRE OR 100
<br />POUNDS (2-3 BALES) PER 1000 SQUARE FEET.
<br />B. THE MULCH SHOULD BE ANCHORED WITH DISC TYPE MULCH ANCHORING TOOL OR OTHER
<br />MEANS AS APPROVED BY THE JURISDICTIONAL AUTHORITY. MULCH MATTING MAYBE USED
<br />IN LIEU OF LOOSE MULCH.
<br />14. IF ANY DEWATERING IS NEEDED, IT SHALL BE DISCHARGED THROUGH A FILTER BAG OVER A
<br />WELL -VEGETATED AREA. THE PUMP MUST DISCHARGE AT NON -EROSIVE VELOCITY. IF
<br />NECESSARY, AN APPROVED ENERGY DISSIPATER MAY BE USED.
<br />15. CONSTRUCTION ACCESS TO BE FROM THE PUBLIC RIGHT OF WAY.
<br />16. ALL MUD, DIRT, AND DEBRIS TRACKED ONTO THE PARKING LOT OR ANY ROADWAY SHALL BE
<br />REMOVED IMMEDIATELY.
<br />17. STREETS AND/OR PARKING AREAS WILL BE SCRAPED AND SWEPT ON A DAILY BASIS BY THE
<br />GENERAL CONTRACTOR.
<br />18. ALL DISTURBED AREAS SHALL BE MAINTAINED FOR DUST CONTROL. SPRINKLING TANK TRUCKS
<br />SHALL BE AVAILABLE AT ALL TIMES AND USED ON HAUL ROADS, ON -SITE DISTURBED AREAS, AND
<br />OTHER AREAS WHERE DUST BECOMES A PROBLEM AS A RESULT OF CONSTRUCTION ACTIVITY.
<br />19. FINAL GRADE, ESTABLISH VEGETATION, AND/OR LANDSCAPE ALL DISTURBED AREAS NOT BUILT OR
<br />PAVED UPON.
<br />20. REMOVE ALL TESC DEVICES AFTER PERMANENT STABILIZATION IS ESTABLISHED.
<br />21. SOIL TYPE(S): ALDERWOOD-URBAN LAND COMPLEX, 2 TO 8 PERCENT SLOPES
<br />22. TOTAL SITE AREA = 5.05± AC
<br />23. TOTAL ACRES DISTURBED = 0.20± AC
<br />CONSTRUCTION OPERATION TIME SCHEDULE
<br />(CITY OF EVERETT BMP #C162)
<br />CONSTRUCTION SEQUENCE 1 2 3 4 5
<br />1 INSTALL SESC MEASURES
<br />2 DEMOLITION
<br />3 EXCAVATION
<br />4 BACKFILL
<br />5 SESC MEASURES INSPECTIONS AND MAINTENANCE
<br />6 COMPLETE EARTH MOVEMENTS/PAVING
<br />7 _
<br />sevan
<br />ENGINEERING
<br />Regional Office:
<br />37704 Hills Tech Drive
<br />Farmington Hills, MI 48331
<br />734.367.4445 Telephone
<br />Corporate Office:
<br />3025 Highland Parkway, Suite 850
<br />Downers Grove, IL 60515
<br />info@sevansolutions.com www.sevansolutions.com
<br />INTEGRITY I RESPECT I TEAMWORK I EXCELLENCE I CHARITY
<br />REVISIONS
<br />NO. DATE DESCRIPTION
<br />0 08.18.2020 OWNER REVIEW
<br />1 09.24.2020 PERMITS
<br />2 10.23.2020 PERMIT REVISIONS
<br />3 111.17.20201 PERMIT REVISIONS
<br />I CONSULTANT 1111
<br />r
<br />SEAL
<br />'t W-A
<br />II CUSTOMER I
<br />IL PROJECT DESCRIPTION I
<br />r
<br />RCC TENANT
<br />PROJECT LOCATION
<br />I I SHEET TITLE I
<br />�.� .�
<br />� 1 1
<br />SHEET MANAGEMENT
<br />PROJECT NO.: -
<br />DATE: 08.18.2020
<br />CAD FILE: C1,10.dwg
<br />PROJECT DOCUMENT
<br />ERAND
<br />PISKO
<br />THIS DSHALLREMAINTHEPROPEMo
<br />SEVAN MULTI -SITE SOLUTIONS, INC.
<br />REPRODUCTION OR ALTERATION OF THIS DOCUMENT WITHOUT THE EXPRESSE
<br />WRITTEN PERMISSION OF SEVAN MULTI -SITE SOLUTIONS; INC. IS PROHIBITED,
<br />(NOTPUBLISHED: ALL RIGHTS RESERVED.)
<br />COPYRIGHT BY SEVAN MULTI -SITE SOLUTIONS, INC. 2019
<br />SHEET NUMBER
<br />SCALE: 1" = 20'-0"
<br />EXISTING LEGEND
<br />
|