Attachment VII - Drawings set 6 of 6.pdf
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- Z1DA--Improve Sewer System and Water Loop 610-21-104 Federal contract opportunity
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- 36C25025B0007
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 8773
AREA 2
SHEET CS402
AREA 3
SHEET CS403
AREA 4
SHEET CS404
AREA 5
SHEET CS405
AREA 6
SHEET CS406
AREA 7
SHEET CS407
AREA 1
SHEET CS401
AREA 8
SHEET CS408
AREA 9
SHEET CS409
CS400SCALE: 1" = 30'
CIVIL SITE EROSION CONTROL AREA LOCATION PLAN
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MANHOLE (INACCESSIBLE)
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FUEL LINE
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VENT PIPES
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18" FUEL COVER
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CIVIL SITE EROSION CONTROL PLAN - OVERALL
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CS400
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Project Number
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Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 87
SCALE: 1" = 30'
CIVIL SITE EROSION CONTROL PLAN - AREA 1 1
CS401
NOT TO SCALE
CAMPUS KEY PLAN
INDIANA AVENUE
FLO
W
ER
STR
EET
INDIANA AVENUE
VINE ROAD
PARK DRIVE
P A
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E R
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VINE ROAD
STEELE CIRCLE DRIVE
S HOME AVENUE /
MCMAHON AVENUE
INDIANA AVENUE
FLOW
ER STREET
CHAPMAN AVENUE
CHAPMAN AVENUE
CHAPMAN AVENUE
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RIVER ROAD / ORCHARD AVENUE
BLACK ROAD
NELSON AVENUE
ORCHARD AVENUE
ORCHARD AVENUE
ORCHARD AVENUE
B
LA
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WATER ST
EROSION CONTROL LEGEND:
SILT FENCE
INLET PROTECTION
ENERGY DISSIPATER
NOTE:
STORM WATER SEWER LINES SHOWN ARE FOR REFERENCE ONLY. SEE SHEET CIVIL SITE
GRADING AND UTILITY PLANS FOR STORM WATER SEWER LINE SIZE, INVERT, ETC.
EROSION CONTROL KEY:
ER
OS
IO
N
CO
NT
RO
L
DE
VI
CE
S
AN
D
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EA
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S
INSTALL SILT FENCE PER DETAIL #15/CS501.
INSTALL YARD INLET PROTECTION PER DETAIL #16/CS501.
INSTALL PAVEMENT INLET PROTECTION PER DETAIL #17/CS501.
INSTALL TRENCH DRAIN INLET PROTECTION PER DETAIL #18/CS501.
INSTALL ENERGY DISSIPATER PER DETAIL #20/CS501.
T1
T2
T3
T4
P1
CONCRETE WASHOUT NOTE:
THE CONTRACTOR' SHALL SUPPLY AND USE A MANUFACTURED CONCRETE WASHOUT DEVICE. THE
CONCRETE WASHOUT SHALL NOT BE PLACE 50 FEET OR CLOSER TO ANY STORMWATER INLET OR
CATCH BASIN AND SHOULD BE NEAR THE AREA BEING CONSTRUCTED. THE CONCRETE WASHOUT
DEVICE SHALL HAVE EROSION CONTROL MEASURES AND SIGNAGE IN PLACE IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR
SHALL MAINTAIN THE CONCRETE WASHOUT DEVICE AND EROSION CONTROL MEASURES IN
COORDINATION WITH THE CONCRETE WASHOUT DEVICE, IN ACCORDANCE WITH THE LATEST
INDIANA STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES. THE CONCRETE WASHOUT
DEVICE, AND TEMPORARY EROSION CONTROL DEVICES AND MEASURES SHALL BE REMOVED AT
THE COMPLETION OF CONCRETE PLACEMENT.
STABLE CONSTRUCTION ENTRANCE NOTE:
CONTRACTOR SHALL PROVIDE A STABLE CONSTRUCTION ENTRANCE THAT IS
CONVENIENT TO THE PROJECT SITE. THIS CONSTRUCTION ENTRANCE SHALL BE EITHER
BE OF 12' x 50' AGGREGATE OR A MANUFACTURED TRACK-OFF DEVICE. THE
CONSTRUCTION ENTRANCE SHALL PROVIDE PROTECTION AGAINST MUD AND SEDIMENT
BEING TRACKED OFF THE CONSTRUCTION SITE ONTO ADJACENT PUBLIC OR PRIVATE
PAVEMENT. IF MUD OR SEDIMENT IS TRACKED ON TO ADJACENT PAVED SURFACES,
THE CONTRACTOR SHALL CLEAN THE SURFACES DAILY BY SCRAPING AND BRUSHING
THE SEDIMENT OFF THE SURFACE AND RETURNING IT TO THE SOURCE LOCATION. THE
SURFACE SHALL NOT BE CLEANED BY USE OF FLUSHING WITH WATER.
NOTE:
ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.
NOTE:
SEE CD102 FOR SURVEY LEGEND.
OFF-SITE EXCESS SOIL AREA
EXCESS SOIL IS TO BE REMOVED FROM PROJECT SITE TO A PERMANENT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIND A SITE TO PERMANENTLY PLACE THE EXCESS SOIL, EXECUTE ANY CONTRACTS NEEDED WITH THE PROPERTY OWNER, AND RESEARCH FOR THE POSSIBILITY OF WETLANDS ON THE EXCESS SOIL SITE. IF WETLANDS ARE FOUND, ANOTHER SITE SHOULD BE CHOSEN. IF THE CONTRACTOR WISHES TO USE A SITE THAT CONTAINS WETLANDS IT IS THE CONTRACTORS FINANCIAL RESPONSIBILITY TO HAVE THE WETLANDS ASSESSED AND DELINEATED BY A CERTIFIED ENVIRONMENTAL CONSULTING FIRM. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE EROSION CONTROL DRAWINGS OF THE EXCESS SOIL SITE TO THE CITY OF MARION MS4 COORDINATOR FOR INSPECTION AND APPROVAL, TO ASSURE APPROPRIATE MEASURES WILL BE TAKEN TO PROTECT THE WETLANDS AND THAT THE WETLANDS WILL NOT BE DISTURBED. THE EXCESS SOIL PROPERTY SHALL HAVE EROSION CONTROL MEASURES AND DEVICES IN PLACE IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL MEASURES AND DEVICES USED, IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES. THE SITE SHALL BE FINE GRADED, SOIL STABILIZED, AND TEMPORARY EROSION CONTROL DEVICES
AND MEASURES REMOVED AT THE COMPLETION OF SOIL PLACEMENT.
SEE SHEET CS402 FOR CONTINUATION
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Building Number
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Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 87
SCALE: 1" = 30'
CIVIL SITE EROSION CONTROL PLAN - AREA 2 1
CS402
SEE SHEET CS404 FOR CONTINUATION
SEE SHEET CS401 FOR CONTINUATION
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PARK DRIVE
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WATER ST
EROSION CONTROL LEGEND:
SILT FENCE
INLET PROTECTION
ENERGY DISSIPATER
NOTE:
STORM WATER SEWER LINES SHOWN ARE FOR REFERENCE ONLY. SEE SHEET CIVIL SITE
GRADING AND UTILITY PLANS FOR STORM WATER SEWER LINE SIZE, INVERT, ETC.
EROSION CONTROL KEY:
ER
OS
IO
N
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INSTALL SILT FENCE PER DETAIL #15/CS501.
INSTALL YARD INLET PROTECTION PER DETAIL #16/CS501.
INSTALL PAVEMENT INLET PROTECTION PER DETAIL #17/CS501.
INSTALL TRENCH DRAIN INLET PROTECTION PER DETAIL #18/CS501.
INSTALL ENERGY DISSIPATER PER DETAIL #20/CS501.
T1
T2
T3
T4
P1
CONCRETE WASHOUT NOTE:
THE CONTRACTOR' SHALL SUPPLY AND USE A MANUFACTURED CONCRETE WASHOUT DEVICE. THE
CONCRETE WASHOUT SHALL NOT BE PLACE 50 FEET OR CLOSER TO ANY STORMWATER INLET OR
CATCH BASIN AND SHOULD BE NEAR THE AREA BEING CONSTRUCTED. THE CONCRETE WASHOUT
DEVICE SHALL HAVE EROSION CONTROL MEASURES AND SIGNAGE IN PLACE IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR
SHALL MAINTAIN THE CONCRETE WASHOUT DEVICE AND EROSION CONTROL MEASURES IN
COORDINATION WITH THE CONCRETE WASHOUT DEVICE, IN ACCORDANCE WITH THE LATEST
INDIANA STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES. THE CONCRETE WASHOUT
DEVICE, AND TEMPORARY EROSION CONTROL DEVICES AND MEASURES SHALL BE REMOVED AT
THE COMPLETION OF CONCRETE PLACEMENT.
STABLE CONSTRUCTION ENTRANCE NOTE:
CONTRACTOR SHALL PROVIDE A STABLE CONSTRUCTION ENTRANCE THAT IS
CONVENIENT TO THE PROJECT SITE. THIS CONSTRUCTION ENTRANCE SHALL BE EITHER
BE OF 12' x 50' AGGREGATE OR A MANUFACTURED TRACK-OFF DEVICE. THE
CONSTRUCTION ENTRANCE SHALL PROVIDE PROTECTION AGAINST MUD AND SEDIMENT
BEING TRACKED OFF THE CONSTRUCTION SITE ONTO ADJACENT PUBLIC OR PRIVATE
PAVEMENT. IF MUD OR SEDIMENT IS TRACKED ON TO ADJACENT PAVED SURFACES,
THE CONTRACTOR SHALL CLEAN THE SURFACES DAILY BY SCRAPING AND BRUSHING
THE SEDIMENT OFF THE SURFACE AND RETURNING IT TO THE SOURCE LOCATION. THE
SURFACE SHALL NOT BE CLEANED BY USE OF FLUSHING WITH WATER.
NOTE:
ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.
NOTE:
SEE CD102 FOR SURVEY LEGEND.
OFF-SITE EXCESS SOIL AREA
EXCESS SOIL IS TO BE REMOVED FROM PROJECT SITE TO A PERMANENT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIND A SITE TO PERMANENTLY PLACE THE EXCESS SOIL, EXECUTE ANY CONTRACTS NEEDED WITH THE PROPERTY OWNER, AND RESEARCH FOR THE POSSIBILITY OF WETLANDS ON THE EXCESS SOIL SITE. IF WETLANDS ARE FOUND, ANOTHER SITE SHOULD BE CHOSEN. IF THE CONTRACTOR WISHES TO USE A SITE THAT CONTAINS WETLANDS IT IS THE CONTRACTORS FINANCIAL RESPONSIBILITY TO HAVE THE WETLANDS ASSESSED AND DELINEATED BY A CERTIFIED ENVIRONMENTAL CONSULTING FIRM. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE EROSION CONTROL DRAWINGS OF THE EXCESS SOIL SITE TO THE CITY OF MARION MS4 COORDINATOR FOR INSPECTION AND APPROVAL, TO ASSURE APPROPRIATE MEASURES WILL BE TAKEN TO PROTECT THE WETLANDS AND THAT THE WETLANDS WILL NOT BE DISTURBED. THE EXCESS SOIL PROPERTY SHALL HAVE EROSION CONTROL MEASURES AND DEVICES IN PLACE IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL MEASURES AND DEVICES USED, IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES. THE SITE SHALL BE FINE GRADED, SOIL STABILIZED, AND TEMPORARY EROSION CONTROL DEVICES
AND MEASURES REMOVED AT THE COMPLETION OF SOIL PLACEMENT.
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CS402
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
CONSTRUCTION
DOCUMENT
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
Viridian Architectural Design, Inc.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808
PH: 260.424.4830
www.viridian-design.net
Civil Engineering:
Improve Sewer System and Water Loop
Marion, Indiana
610-21-104
Campus Project Director
07 / 31 / 2023Revisions: Date:
V IRIDIAN
ARCHITECTURAL DESIGN INC.
Engineering Resources, Inc.
4175 New Vision Drive Fort Wayne, Indiana 46845
PH: 260-490-1025
Fax: 260-490-1026 www.eri.consulting
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
OF 87
SCALE: 1" = 30'
CIVIL SITE EROSION CONTROL PLAN - AREA 3 1
CS403
SEE SHEET CS405 FOR CONTINUATION
SE
E
SH
EE
T
CS
FO
R
CO
NT
IN
UA
TI
O
N
NOT TO SCALE
CAMPUS KEY PLAN
INDIANA AVENUE
FLO
W
ER
STR
EET
INDIANA AVENUE
VINE ROAD
PARK DRIVE
P A
R K
D R
IV
E
D
IX
R O
A D
VIN
E R
OAD
VINE ROAD
STEELE CIRCLE DRIVE
S HOME AVENUE /
MCMAHON AVENUE
INDIANA AVENUE
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ER STREET
CHAPMAN AVENUE
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CHAPMAN AVENUE
FL
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W E
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T R
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BLACK ROAD
NELSON AVENUE
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B
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RO
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DOCTORS ROAD
E 38th ST
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LIN
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LV
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AREA 3
SH
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ST
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A
G E
A V
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COTTAGE AVE
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A
G E
A V
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NELSON ST
B
LA
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WATER ST
EROSION CONTROL LEGEND:
SILT FENCE
INLET PROTECTION
ENERGY DISSIPATER
NOTE:
STORM WATER SEWER LINES SHOWN ARE FOR REFERENCE ONLY. SEE SHEET CIVIL SITE
GRADING AND UTILITY PLANS FOR STORM WATER SEWER LINE SIZE, INVERT, ETC.
EROSION CONTROL KEY:
ER
OS
IO
N
CO
NT
RO
L
DE
VI
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AN
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SU
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INSTALL SILT FENCE PER DETAIL #15/CS501.
INSTALL YARD INLET PROTECTION PER DETAIL #16/CS501.
INSTALL PAVEMENT INLET PROTECTION PER DETAIL #17/CS501.
INSTALL TRENCH DRAIN INLET PROTECTION PER DETAIL #18/CS501.
INSTALL ENERGY DISSIPATER PER DETAIL #20/CS501.
T1
T2
T3
T4
P1
CONCRETE WASHOUT NOTE:
THE CONTRACTOR' SHALL SUPPLY AND USE A MANUFACTURED CONCRETE WASHOUT DEVICE. THE
CONCRETE WASHOUT SHALL NOT BE PLACE 50 FEET OR CLOSER TO ANY STORMWATER INLET OR
CATCH BASIN AND SHOULD BE NEAR THE AREA BEING CONSTRUCTED. THE CONCRETE WASHOUT
DEVICE SHALL HAVE EROSION CONTROL MEASURES AND SIGNAGE IN PLACE IN ACCORDANCE WITH THE LATEST INDIANA STORM WATER QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR
SHALL MAINTAIN THE CONCRETE WASHOUT DEVICE AND EROSION CONTROL MEASURES IN
COORDINATION WITH THE CONCRETE WASHOUT DEVICE, IN ACCORDANCE WITH THE LATEST
INDIANA STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES. THE CONCRETE WASHOUT
DEVICE, AND TEMPORARY EROSION CONTROL DEVICES AND MEASURES SHALL BE REMOVED AT
THE COMPLETION OF CONCRETE PLACEMENT.
STABLE CONSTRUCTION ENTRANCE NOTE:
CONTRACTOR SHALL PROVIDE A STABLE CONSTRUCTION ENTRANCE THAT IS
CONVENIENT TO THE PROJECT SITE. THIS CONSTRUCTION ENTRANCE SHALL BE EITHER
BE OF 12' x 50' AGGREGATE OR A MANUFACTURED TRACK-OFF DEVICE. THE
CONSTRUCTION ENTRANCE SHALL PROVIDE PROTECTION AGAINST MUD AND SEDIMENT
BEING TRACKED OFF THE CONSTRUCTION SITE ONTO ADJACENT PUBLIC OR PRIVATE
PAVEMENT. IF MUD OR SEDIMENT IS TRACKED ON TO ADJACENT PAVED SURFACES,
THE CONTRACTOR SHALL CLEAN THE SURFACES DAILY BY SCRAPING AND BRUSHING
THE SEDIMENT OFF THE SURFACE AND RETURNING IT TO THE SOURCE LOCATION. THE
SURFACE SHALL NOT BE CLEANED BY USE OF FLUSHING WITH WATER.
NOTE:
ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.
NOTE:
SEE CD102 FOR SURVEY LEGEND.
FUELING AREA AND VEHICLE AND EQUIPMENT
MAINTENANCE/MATERIAL STORAGE NOTES:
FUELING AREA:
1. ON-SITE VEHICLE AND EQUIPMENT FUELING SHALL ONLY BE USED WHERE IT IS IMPRACTICAL TO SEND
VEHICLES AND EQUIPMENT OFF-SITE FOR FUELING.
2. IF ON-SITE FUELING IS NECESSARY, CONTRACTOR SHALL USE DESIGNATED AREA SHOWN ON PLANS
AND COORDINATE WITH THE COR.
3. CONTRACTOR SHALL SUPPLY, CLEARLY MARK, AND KEEP CLEAN-UP MATERIALS AND SPILL KITS
AVAILABLE IN FUELING AREAS.
4. CONTRACTOR SHALL USE DRIP PANS OR ABSORBENT PADS DURING VEHICLE AND EQUIPMENT FUELING UNLESS FUELING IS CONDUCTED IN A DESIGNATED AREA, OVER AN IMPERMEABLE CONTAINMENT AREA.
5. FUELING AREAS SHALL BE ON LEVEL GRADE AND PROTECTED FROM STORM WATER RUN-ON AND RUN-OFF AND BE AT LEAST 100 FT FROM DOWNSTREAM DRAINAGE FACILITIES AND WATERCOURSES.
6. CONTRACTOR SHALL USE FUELING NOZZLES WITH AUTOMATIC SHUT-OFFS. FUELING OPERATIONS SHALL
NOT BE LEFT UNATTENDED.
7. CONTRACTOR SHALL PROTECT FUELING AREAS WITH IMPERMEABLE BERMS AND / OR DIKES TO PREVENT
STORM WATER RUN-ON, RUN-OFF AND TO CONTAIN SPILLS.
8. CONTRACTOR SHALL NOT "TOP-OFF" FUEL TANKS.
9. CONTRACTOR SHALL INSPECT VEHICLES AND EQUIPMENT EACH DAY FOR LEAKS. IF LEAKS ARE FOUND, THEY MUST BE REPAIRED AND CLEANED-UP IMMEDIATELY AND/OR THE LEAKING VEHICLES OR
EQUIPMENT REMOVED FROM THE PROJECT SITE.
10. CONTRACTOR SHALL DISPOSE OF ANY USED ABSORBENT SPILL KIT MATERIALS AND ANY
CONTAMINATED SOILS ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS.
VEHICLE AND EQUIPMENT MAINTENANCE / MATERIAL STORAGE AREA:
1. CONTRACTOR SHALL DESIGNATE A DEDICATED AREA TO BE USED IF STORING MATERIALS, MAINTAINING
OR STORING VEHICLES AND EQUIPMENT ON-SITE.
2. STORAGE / MAINTENANCE AREAS SHALL BE ON LEVEL GRADE AND PROTECTED FROM STORM WATER RUN-ON AND RUN-OFF AND BE AT LEAST 100 FT FROM DOWNSTREAM DRAINAGE FACILITIES AND
WATERCOURSES.
3. CONTRACTOR SHALL USE DRIP PANS OR ABSORBENT PADS DURING VEHICLE AND EQUIPMENT
MAINTENANCE UNLESS MAINTENANCE IS CONDUCTED IN A DESIGNATED AREA, OVER AN IMPERMEABLE
CONTAINMENT AREA.
4. CONTRACTOR SHALL SUPPLY, CLEARLY MARK, AND KEEP CLEAN-UP MATERIALS AND SPILL KITS
AVAILABLE IN STORAGE / MAINTENANCE AREAS.
5. CONTRACTOR SHALL PROTECT STORAGE / MAINTENANCE AREAS WITH IMPERMEABLE BERMS AND OR
DIKES TO PREVENT STORM WATER RUN-ON, RUN-OFF AND TO CONTAIN SPILLS.
6. CONTRACTOR SHALL PROVIDE IMPERMEABLE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT
AROUND STORED OIL AND CHEMICAL DRUMS.
7. CONTRACTOR SHALL DISPOSE OF ANY USED ABSORBENT SPILL KIT MATERIALS AND ANY
CONTAMINATED SOILS ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS.
EROSION CONTROL SEQUENCING:
NOTE:
THE FOLLOWING SEQUENCING IS SCHEMATIC IN NATURE. CONTRACTOR SHALL DETERMINE INSTALLATION SCHEDULE
TO MINIMIZE EROSION.
PRE-CONSTRUCTION ACTIVITY
1. PRESERVE AND PROTECT TREES, SHRUBS, EXISTING VEGETATION, UNIQUE SITE FEATURES AND EXISTING
ITEMS TO REMAIN ON THE SITE.
2. ESTABLISH STABLE CONSTRUCTION ENTRANCE(S), EQUIPMENT AND EMPLOYEE PARKING AND STAGING
AREAS.
3. INSTALL PERIMETER PROTECTION DEVICES AND MEASURES SUCH AS SILT FENCE.
4. PROTECT EXISTING…
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