Addendum One .pdf
PDF 2 MB Posted
- Attached to
- RFB-13-24 Re-Ad of RFB-231-23 L&N Fencing
- Solicitation number
- RFB-785-2300000856-2
- Issued by
- Jefferson County, Louisville City, Kentucky
About this file
This document is an Addendum issued by the Commonwealth of Kentucky Department for Facilities and Support Services Division of Engineering and Contract Administration for the Re-Advertisement of Invitation to Bid No. RFB-231-23 for New Fencing for the L&N Building in Louisville, Kentucky. The addendum includes revisions to the construction documents, such as replacing a site plan sheet, adding a note for temporary traffic control, and replacing a detail for the gates. The addendum also provides clarification on the erosion control requirements, such as maintaining existing asphalt, excavating and removing landscape island materials, and removing existing fence and gate materials from the site. The document specifies the contractor's responsibilities for maintaining erosion control devices, inspecting the site, and complying with local and state jurisdictions.
The addendum does not provide any details on pricing, set asides, funding sources, or the current contract environment. The document focuses on the technical requirements and contractor responsibilities for the construction project.
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| File | Type | Posted |
|---|---|---|
| Final_RFB_785_2300000856_2_SO_FORM.PDF | ||
| Final_RFB_785_2300000856_1_SO_FORM.PDF |
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Text version
COMMONWEALTH OF KENTUCKY
DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
INVITATION TO BID NO: RFB-13-24
FOR: Re-Ad of RFB-231-23 New Fencing for L&N Building Finance and Administration Cabinet Louisville, Kentucky
DATE: July 11, 2023
RFB-785-2300000856
ADDENDUM NO. One (1)
BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING
UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.
Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.
END OF ADDENDUM
Invitation to Bid No. RFB-13-24 For: Re-Ad of RFB-231-23 New Fencing for L&N Building Finance and Administration Cabinet Louisville, Kentucky
Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration
785C90TLN1502 New Fencing for L&N Building 908 W. Broadway, Louisville, Kentucky 40203
322 E. Main Street • Louisville, KY 40202 • 502.805.0311 • fax 859.255.4380 • www.eopa.com
July 10, 2023
ADDENDUM 01
The following addendum items officially modify the construction documents and become binding to the contract for construction. Contractor is to note receipt of all addendums on their bid form of proposal.
Site Addenda Items (S):
Item S1:
Revision: Sheet S2.0 shall be replaced in its entirety with the attached Sheet S2.0 – Addendum #1 Exhibit A that reflects additional items (clouded) required by Louisville MSD.
Item S2:
Clarification: Add the following note #12 to the Base Bid Description notes on Sheet S3.0:
12. The Contractor shall provide temporary traffic control on the interior of the parking lot and along 9th Street that will provide a safe route for vehicles and ensure that conflicts with construction activities do not occur. This shall include signage, barrels, cones, barricades, etc. to minimize and avoid conflicts between traffic (pedestrian or vehicular) and construction activities.
Item S3:
Clarification: Sheet S4.0 – replace Detail A – Layout Plan – Enlargement 1 – Gates #9 and #10 with the attached Addendum
#1 Exhibit B that references Edge Restraint requirements.
END OF ADDENDUM 01
B
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10'-0"
SQ. MIN.
24"
COIR LOG
FENCE
MINIMUM 1'
OVERLAP
BETWEEN
LOGS
USE #4 REBAR TO STAKE
COIR LOGS INTO
STONE/EARTH SUBBASE -
REMOVE AT TIME OF NEW
CONCRETE POUR.
EROSION CONTROL PLAN
A
REVISION HISTORY OF THIS DRAWING
DECA LOG #
DRAWN BY
AS BULT DATE
COMMONWEALTH OF KENTUCKY
FINANCE AND ADMINISTRATION CABINET
DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
FRANKFORT, KENTUCKY
DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE
CHECKED BY
PHASE
RTA DATE
DRAWING DATE
A & E FILE NO.
DRAWING INFORMATION
DRAWING NO.
ENGR. FILE NO.
785C90TLN1502
RECORD DWG. DATE
NEW FENCING FOR L&N BUILDING
908 W. BROADWAY, LOUISVILLE KY 402031840.07
COMBINED B/C
03.24.2023
CAA
JLC
Kentucky 811
EROSION CONTROL PLAN
S2.0
CONCRETE WASHOUT PIT
B
INLET PROTECTION
C
200 40
SCALE: 1"=40'-0"
EROSION CONTROL LOG
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ADDENDUM #1 7.10.23
ADDENDUM #1 -
EXHIBIT A
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SIGN
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GATE
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GATE
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6' CHAIN LINK FENCE
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6' CHAIN LINK FENCE
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CONCRETE WALL
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CONCRETE WALL
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C.B. GR. 454.83
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WHEEL STOPS
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6' CHAIN LINK FENCE
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6' CHAIN LINK FENCE
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CONC. CURB
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GUARDRAIL
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GUARDRAIL
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GUARDRAIL
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GUARDRAIL
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GUARDRAIL
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SAN. M.H. RIM 454.01
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SAN. M.H. RIM 453.48
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CONC. CURB
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CONC. CURB
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WHEEL STOPS
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CP6
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CP7
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CONC. CURB
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CONC. CURB
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CONC. CURB
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CONC. CURB
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CONC. SIDEWALK
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CONC. SIDEWALK
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CONC. SIDEWALK
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CP11
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WEST BROADWAY 120' ROW
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SOUTH 10TH STREET
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SOUTH 9TH STREET
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AutoCAD SHX Text 455.84
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AutoCAD SHX Text 455.81
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AutoCAD SHX Text 454.57
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AutoCAD SHX Text 454.71
AutoCAD SHX Text 454.79
AutoCAD SHX Text 454.41
AutoCAD SHX Text 454.20
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AutoCAD SHX Text 455.58
AutoCAD SHX Text 455.90
AutoCAD SHX Text 455.38
AutoCAD SHX Text 455.92
AutoCAD SHX Text 456.12
AutoCAD SHX Text 453.43
AutoCAD SHX Text 453.79
AutoCAD SHX Text 455.73
AutoCAD SHX Text 453.83
AutoCAD SHX Text 454.85
AutoCAD SHX Text 455.07
AutoCAD SHX Text 454.46
AutoCAD SHX Text 455.05
AutoCAD SHX Text 453.14
AutoCAD SHX Text 453.93
AutoCAD SHX Text 454.33
AutoCAD SHX Text 454.06
AutoCAD SHX Text 454.10
AutoCAD SHX Text 454.83
AutoCAD SHX Text 455.10
AutoCAD SHX Text 455.33
AutoCAD SHX Text 455.29
AutoCAD SHX Text 455.20
AutoCAD SHX Text 455.16
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AutoCAD SHX Text 454.19
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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APPROX. LOCATION L & N BUILDING
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C.B. GR. 452.96
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GRASS
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HISTORICAL SIGN
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CONC. SIDEWALK
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DRAINAGE DETENTION BASIN
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SLIDING GATE
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ELECTRIC EYE ON FENCE POST
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UTILITY POLE
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UTILITY CABINET
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NOTE: THIS FENCE IS NOT ON STATE PROPERTY
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PROPERTY CORNER 1/2" DIA. REBAR WITH CAP "JWA #910" (BENT) (FOUND)
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TRAFFIC LIGHT CONTROL CABINET
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ELECTRIC BOX
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TRAFFIC SIGNAL POLES WITH CROSSING LIGHTS AND PUSH BUTTONS
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"I" BEAM GUY POLE
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PROPERTY CORNER R.R. SPIKE (FOUND)
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GATE
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C.B. GR. 452.29 I.E. 444.03
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SECURITY HUT
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CONCRETE SHED
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CONCRETE
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WROUGHT IRON FENCE
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STEEL LANSCAPE EDGING
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C.B. GR. 453.49453.49
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PROPERTY CORNER 1 1/2" IRON ROD (FOUND)
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PROPERTY CORNER IRON PIN WITH CAP "JWA #910" (FOUND)
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PROPERTY CORNER 24" LONG 1/2" IRON PIN WITH CAP "PROP COR LS-2908" (SET)
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PROPERTY CORNER MAG NAIL WITH ALUM. WASHER STAMPED "J. MEYER PLS-2908" (SET)
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PROPERTY CORNER MAG NAIL WITH ALUM. WASHER STAMPED "J. MEYER PLS-2908" (SET)
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PROPERTY CORNER MAG NAIL WITH ALUM. WASHER STAMPED "J. MEYER PLS-2908" (SET)
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PROPERTY CORNER MAG NAIL WITH ALUM. WASHER STAMPED "J. MEYER PLS-2908" (SET)
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PROPERTY CORNER MAG NAIL WITH ALUM. WASHER STAMPED "J. MEYER PLS-2908" (SET)
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PROPERTY CORNER X CUT (FOUND)
AutoCAD SHX Text N 08°00'14" E 250.44'
AutoCAD SHX Text N 07°55'05" E 638.25'
AutoCAD SHX Text S 80°27'55" E 431.97'
AutoCAD SHX Text S 19°12'43" W
AutoCAD SHX Text S 07°58'58" W 413.62'
AutoCAD SHX Text N 81°55'03" W 442.47'
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AutoCAD SHX Text S 82°03'37" E
AutoCAD SHX Text S 07°56'21" W
AutoCAD SHX Text 242.14'
AutoCAD SHX Text S 07°56'21" W
AutoCAD SHX Text 23.00'
AutoCAD SHX Text 202.92'
AutoCAD SHX Text N:3977611.81
AutoCAD SHX Text E:4915994.83
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EXISTING
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EXISTING
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EXISTING BUILDING
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EXISTING
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GATE #3
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GATE #4
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GATE #5
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GATE #7
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GATE #8
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GATE #6
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GATE #9
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GATE #10
AutoCAD SHX Text NOTE: BASELINE AND STATIONS ARE FOR SITE REFERENCE ONLY AND SHALL NOT BE USED FOR FENCING LENGTHS
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L&N PARKING LOT
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REMOTE PARKING LOT (ALTERNATE #3)
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GATE #1
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GATE #2
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SEE EROSION CONTROL NOTE #19
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SEE EROSION CONTROL NOTE #19
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SEE EROSION CONTROL NOTE #18 FOR LANDSCAPE ISLANDS
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STAKE COIR LOG IN BASE AT SAW-CUT LOCATION OF CURB LINE.
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BUILT-UP EARTHEN DAM
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STRAW BALE
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(TYP. ALL SIDES)
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ROCK TO HOLD PLASTIC
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DOUBLE LAYER OF 10 MIL
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PLASTIC (CONTINUOUS)
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IN PLACE UNTIL CONCRETE
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WASHOUT USED
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CONTRACTOR SHALL MAINTAIN AND
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RECONSTRUCT WASHOUT AFTER IT
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BECOMES FULL.
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BUD
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AutoCAD SHX Text THE CONTRACTOR SHALL ESTABLISH LOCATION OF ALL CONTRACTOR SHALL ESTABLISH LOCATION OF ALL CONTRACTOR SHALL ESTABLISH LOCATION OF ALL SHALL ESTABLISH LOCATION OF ALL SHALL ESTABLISH LOCATION OF ALL ESTABLISH LOCATION OF ALL ESTABLISH LOCATION OF ALL LOCATION OF ALL LOCATION OF ALL OF ALL OF ALL ALL ALL UNDERGROUND UTILITY LINES, TANKS, VAULTS, ETC. PRIOR TO UTILITY LINES, TANKS, VAULTS, ETC. PRIOR TO UTILITY LINES, TANKS, VAULTS, ETC. PRIOR TO LINES, TANKS, VAULTS, ETC. PRIOR TO LINES, TANKS, VAULTS, ETC. PRIOR TO TANKS, VAULTS, ETC. PRIOR TO TANKS, VAULTS, ETC. PRIOR TO VAULTS, ETC. PRIOR TO VAULTS, ETC. PRIOR TO ETC. PRIOR TO ETC. PRIOR TO PRIOR TO PRIOR TO TO TO CONSTRUCTION THROUGH B.U.D. OR BY A PRIVATE, 3RD PARTY THROUGH B.U.D. OR BY A PRIVATE, 3RD PARTY THROUGH B.U.D. OR BY A PRIVATE, 3RD PARTY B.U.D. OR BY A PRIVATE, 3RD PARTY B.U.D. OR BY A PRIVATE, 3RD PARTY OR BY A PRIVATE, 3RD PARTY OR BY A PRIVATE, 3RD PARTY BY A PRIVATE, 3RD PARTY BY A PRIVATE, 3RD PARTY A PRIVATE, 3RD PARTY A PRIVATE, 3RD PARTY PRIVATE, 3RD PARTY PRIVATE, 3RD PARTY 3RD PARTY 3RD PARTY PARTY PARTY UTILITY LOCATE COMPANY AND SHALL BE RESPONSIBLE FOR LOCATE COMPANY AND SHALL BE RESPONSIBLE FOR LOCATE COMPANY AND SHALL BE RESPONSIBLE FOR COMPANY AND SHALL BE RESPONSIBLE FOR COMPANY AND SHALL BE RESPONSIBLE FOR AND SHALL BE RESPONSIBLE FOR AND SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR BE RESPONSIBLE FOR BE RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR DAMAGES AS A RESULT.
AutoCAD SHX Text ALL UTILITIES ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE UTILITIES ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE UTILITIES ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE ON THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE THESE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE PLANS ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE ARE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE APPROXIMATE. INDIVIDUAL SERVICE LINES ARE NOT SHOWN. THE INDIVIDUAL SERVICE LINES ARE NOT SHOWN. 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THIS NUMBER ADVANCE OF ANY CONSTRUCTION ON THIS PROJECT. THIS NUMBER OF ANY CONSTRUCTION ON THIS PROJECT. THIS NUMBER OF ANY CONSTRUCTION ON THIS PROJECT. THIS NUMBER ANY CONSTRUCTION ON THIS PROJECT. THIS NUMBER ANY CONSTRUCTION ON THIS PROJECT. THIS NUMBER CONSTRUCTION ON THIS PROJECT. THIS NUMBER CONSTRUCTION ON THIS PROJECT. THIS NUMBER ON THIS PROJECT. THIS NUMBER ON THIS PROJECT. THIS NUMBER THIS PROJECT. THIS NUMBER THIS PROJECT. THIS NUMBER PROJECT. THIS NUMBER PROJECT. THIS NUMBER THIS NUMBER THIS NUMBER NUMBER NUMBER WAS ESTABLISHED TO PROVIDE ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ESTABLISHED TO PROVIDE ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, ESTABLISHED TO PROVIDE ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, TO PROVIDE ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. CABLES, TO PROVIDE ACCURATE LOCATIONS OF EXISTING BELOW GROUND UTILITIES (I.E. 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WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE WIRES, GAS AND WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE GAS AND WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE GAS AND WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE AND WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE AND WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE WATER LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE LINES). WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE WHEN CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE CONTACTING THE KENTUCKY 811 CALL CENTER, PLEASE THE KENTUCKY 811 CALL CENTER, PLEASE THE KENTUCKY 811 CALL CENTER, PLEASE KENTUCKY 811 CALL CENTER, PLEASE KENTUCKY 811 CALL CENTER, PLEASE 811 CALL CENTER, PLEASE 811 CALL CENTER, PLEASE CALL CENTER, PLEASE CALL CENTER, PLEASE CENTER, PLEASE CENTER, PLEASE PLEASE PLEASE STATE THE WORK TO BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR THE WORK TO BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR THE WORK TO BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR WORK TO BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR WORK TO BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR TO BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR TO BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR BE DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR DONE IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR IS FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR FOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR A PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR PROPOSED MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR MSD SEWER OR DRAINAGE FACILITY. THE CONTRACTOR SEWER OR DRAINAGE FACILITY. THE CONTRACTOR SEWER OR DRAINAGE FACILITY. THE CONTRACTOR OR DRAINAGE FACILITY. THE CONTRACTOR OR DRAINAGE FACILITY. THE CONTRACTOR DRAINAGE FACILITY. THE CONTRACTOR DRAINAGE FACILITY. THE CONTRACTOR FACILITY. THE CONTRACTOR FACILITY. THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE BE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE FOR BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE BECOMING FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE FAMILIAR WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE WITH ALL UTILITY REQUIREMENTS SET FORTH ON THE ALL UTILITY REQUIREMENTS SET FORTH ON THE ALL UTILITY REQUIREMENTS SET FORTH ON THE UTILITY REQUIREMENTS SET FORTH ON THE UTILITY REQUIREMENTS SET FORTH ON THE REQUIREMENTS SET FORTH ON THE REQUIREMENTS SET FORTH ON THE SET FORTH ON THE SET FORTH ON THE FORTH ON THE FORTH ON THE ON THE ON THE THE THE PLANS IN THE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE IN THE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE IN THE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE THE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE THE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE SPECIFICATIONS AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE AND SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE SPECIAL PROVISIONS. IF ANY UTILITY LINES ARE PROVISIONS. IF ANY UTILITY LINES ARE PROVISIONS. IF ANY UTILITY LINES ARE IF ANY UTILITY LINES ARE IF ANY UTILITY LINES ARE ANY UTILITY LINES ARE ANY UTILITY LINES ARE UTILITY LINES ARE UTILITY LINES ARE LINES ARE LINES ARE ARE ARE ENCOUNTERED DURING CONSTRUCTION EXTREME CAUTION SHOULD BE EXERCISED AND THE UTILITY DURING CONSTRUCTION EXTREME CAUTION SHOULD BE EXERCISED AND THE UTILITY DURING CONSTRUCTION EXTREME CAUTION SHOULD BE EXERCISED AND THE UTILITY CONSTRUCTION EXTREME CAUTION SHOULD BE EXERCISED AND THE UTILITY CONSTRUCTION EXTREME CAUTION SHOULD BE EXERCISED AND THE UTILITY EXTREME CAUTION SHOULD BE EXERCISED AND THE UTILITY EXTREME CAUTION SHOULD BE EXERCISED AND THE UTILITY CAUTION SHOULD BE EXERCISED AND THE UTILITY CAUTION SHOULD BE EXERCISED AND THE UTILITY SHOULD BE EXERCISED AND THE UTILITY SHOULD BE EXERCISED AND THE UTILITY BE EXERCISED AND THE UTILITY BE EXERCISED AND THE UTILITY EXERCISED AND THE UTILITY EXERCISED AND THE UTILITY AND THE UTILITY AND THE UTILITY THE UTILITY THE UTILITY UTILITY UTILITY COMPANY NOTIFIED IMMEDIATELY. ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF NOTIFIED IMMEDIATELY. ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF NOTIFIED IMMEDIATELY. ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF IMMEDIATELY. ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF IMMEDIATELY. ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF ANY DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF DAMAGES SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF SHALL BE REPAIRED IMMEDIATELY AT THE DIRECTION OF BE REPAIRED IMMEDIATELY AT THE DIRECTION OF BE REPAIRED IMMEDIATELY AT THE DIRECTION OF REPAIRED IMMEDIATELY AT THE DIRECTION OF REPAIRED IMMEDIATELY AT THE DIRECTION OF IMMEDIATELY AT THE DIRECTION OF IMMEDIATELY AT THE DIRECTION OF AT THE DIRECTION OF AT THE DIRECTION OF THE DIRECTION OF THE DIRECTION OF DIRECTION OF DIRECTION OF OF OF THE UTILITY COMPANY, INCLUDING TEMPORARY AND PERMANENT WORK.
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UTILITY NOTE
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CODED EROSION CONTROL NOTES
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KEY
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DESCRIPTION
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DETAIL
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INLET PROTECTION, MSD STANDARD DETAIL EF-03-02
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COIR LOG, STAKED 12"
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TOTAL PROJECT AREA: 6.88 ACRES (299,517 SQ. FT)
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SITE STATISTICS
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CONCRETE WASHOUT PIT
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1. CONTACT MSD INSPECTOR FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL CONTACT MSD INSPECTOR FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL MSD INSPECTOR FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL MSD INSPECTOR FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL INSPECTOR FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL INSPECTOR FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL FOR A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL A PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL PRE-CONSTRUCTION MEETING BEFORE INSTALLING ANY EROSION CONTROL MEETING BEFORE INSTALLING ANY EROSION CONTROL MEETING BEFORE INSTALLING ANY EROSION CONTROL BEFORE INSTALLING ANY EROSION CONTROL BEFORE INSTALLING ANY EROSION CONTROL INSTALLING ANY EROSION CONTROL INSTALLING ANY EROSION CONTROL ANY EROSION CONTROL ANY EROSION CONTROL EROSION CONTROL EROSION CONTROL CONTROL CONTROL FEATURES. 2. CONTRACTOR SHALL ENSURE THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION CONTRACTOR SHALL ENSURE THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION SHALL ENSURE THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION SHALL ENSURE THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION ENSURE THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION ENSURE THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION THAT HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION HE/SHE IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION IS IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION IN POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION POSSESSION OF A SET OF APPROVED FINAL CONSTRUCTION OF A SET OF APPROVED FINAL CONSTRUCTION OF A SET OF APPROVED FINAL CONSTRUCTION A SET OF APPROVED FINAL CONSTRUCTION A SET OF APPROVED FINAL CONSTRUCTION SET OF APPROVED FINAL CONSTRUCTION SET OF APPROVED FINAL CONSTRUCTION OF APPROVED FINAL CONSTRUCTION OF APPROVED FINAL CONSTRUCTION APPROVED FINAL CONSTRUCTION APPROVED FINAL CONSTRUCTION FINAL CONSTRUCTION FINAL CONSTRUCTION CONSTRUCTION CONSTRUCTION DOCUMENTS AND STORM WATER POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE AND STORM WATER POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE AND STORM WATER POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE STORM WATER POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE STORM WATER POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE WATER POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE WATER POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE POLLUTION PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE PREVENTION PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE PLANS APPROVED BY LOUISVILLE MSD. COPIES OF THE APPROVED BY LOUISVILLE MSD. COPIES OF THE APPROVED BY LOUISVILLE MSD. COPIES OF THE BY LOUISVILLE MSD. COPIES OF THE BY LOUISVILLE MSD. COPIES OF THE LOUISVILLE MSD. COPIES OF THE LOUISVILLE MSD. COPIES OF THE MSD. COPIES OF THE MSD. COPIES OF THE COPIES OF THE COPIES OF THE OF THE OF THE THE THE APPROVED PLANS AND PERMITS SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO PLANS AND PERMITS SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO PLANS AND PERMITS SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO AND PERMITS SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO AND PERMITS SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO PERMITS SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO PERMITS SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO SHALL BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO BE KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO KEPT ON THE SITE AT ALL TIME AND MADE AVAILABLE TO ON THE SITE AT ALL TIME AND MADE AVAILABLE TO ON THE SITE AT ALL TIME AND MADE AVAILABLE TO THE SITE AT ALL TIME AND MADE AVAILABLE TO THE SITE AT ALL TIME AND MADE AVAILABLE TO SITE AT ALL TIME AND MADE AVAILABLE TO SITE AT ALL TIME AND MADE AVAILABLE TO AT ALL TIME AND MADE AVAILABLE TO AT ALL TIME AND MADE AVAILABLE TO ALL TIME AND MADE AVAILABLE TO ALL TIME AND MADE AVAILABLE TO TIME AND MADE AVAILABLE TO TIME AND MADE AVAILABLE TO AND MADE AVAILABLE TO AND MADE AVAILABLE TO MADE AVAILABLE TO MADE AVAILABLE TO AVAILABLE TO AVAILABLE TO TO TO INSPECTORS. 3. CONTRACTOR TO INSTALL CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE CONTRACTOR TO INSTALL CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE TO INSTALL CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE TO INSTALL CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE INSTALL CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE INSTALL CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE CONCRETE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE WASHOUT PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE PIT AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE AS INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE INDICATED ON THE PLANS, THOUGH LOCATION MAY MOVE ON THE PLANS, THOUGH LOCATION MAY MOVE ON THE PLANS, THOUGH LOCATION MAY MOVE THE PLANS, THOUGH LOCATION MAY MOVE THE PLANS, THOUGH LOCATION MAY MOVE PLANS, THOUGH LOCATION MAY MOVE PLANS, THOUGH LOCATION MAY MOVE THOUGH LOCATION MAY MOVE THOUGH LOCATION MAY MOVE LOCATION MAY MOVE LOCATION MAY MOVE MAY MOVE MAY MOVE MOVE MOVE (WITH APPROVAL OF LANDSCAPE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE APPROVAL OF LANDSCAPE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE APPROVAL OF LANDSCAPE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE OF LANDSCAPE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE OF LANDSCAPE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE LANDSCAPE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE LANDSCAPE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE ARCHITECT) AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE AS NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE NECESSARY TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE TO BEST SUIT OPERATIONS. CONTRACTOR SHALL BE BEST SUIT OPERATIONS. CONTRACTOR SHALL BE BEST SUIT OPERATIONS. CONTRACTOR SHALL BE SUIT OPERATIONS. CONTRACTOR SHALL BE SUIT OPERATIONS. CONTRACTOR SHALL BE OPERATIONS. CONTRACTOR SHALL BE OPERATIONS. CONTRACTOR SHALL BE CONTRACTOR SHALL BE CONTRACTOR SHALL BE SHALL BE SHALL BE BE BE RESPONSIBLE FOR MAINTAINING THE CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS FOR MAINTAINING THE CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS FOR MAINTAINING THE CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS MAINTAINING THE CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS MAINTAINING THE CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS THE CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS THE CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS CONCRETE WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS WASH, FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS FUNCTIONING PROPERLY WITH BUILDUP OF MATERIALS PROPERLY WITH BUILDUP OF MATERIALS PROPERLY WITH BUILDUP OF MATERIALS WITH BUILDUP OF MATERIALS WITH BUILDUP OF MATERIALS BUILDUP OF MATERIALS BUILDUP OF MATERIALS OF MATERIALS OF MATERIALS MATERIALS MATERIALS DISPOSED OF OFF-SITE IN A LAWFUL MANNER. 4. COIR LOGS/INLET PROTECTION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION COIR LOGS/INLET PROTECTION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION LOGS/INLET PROTECTION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION LOGS/INLET PROTECTION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION PROTECTION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION PROTECTION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION BAGS SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION SHALL BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION BE INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION INSTALLED AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION AS INDICATED ON THE PLAN PRIOR TO MOBILIZATION INDICATED ON THE PLAN PRIOR TO MOBILIZATION INDICATED ON THE PLAN PRIOR TO MOBILIZATION ON THE PLAN PRIOR TO MOBILIZATION ON THE PLAN PRIOR TO MOBILIZATION THE PLAN PRIOR TO MOBILIZATION THE PLAN PRIOR TO MOBILIZATION PLAN PRIOR TO MOBILIZATION PLAN PRIOR TO MOBILIZATION PRIOR TO MOBILIZATION PRIOR TO MOBILIZATION TO MOBILIZATION TO MOBILIZATION MOBILIZATION MOBILIZATION OF THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND SHALL BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND BE RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND FOR MAINTENANCE OF EROSION CONTROL COIR LOG AND MAINTENANCE OF EROSION CONTROL COIR LOG AND MAINTENANCE OF EROSION CONTROL COIR LOG AND OF EROSION CONTROL COIR LOG AND OF EROSION CONTROL COIR LOG AND EROSION CONTROL COIR LOG AND EROSION CONTROL COIR LOG AND CONTROL COIR LOG AND CONTROL COIR LOG AND COIR LOG AND COIR LOG AND LOG AND LOG AND AND AND BAGS AND REMOVAL OF SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND AND REMOVAL OF SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND AND REMOVAL OF SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REMOVAL OF SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REMOVAL OF SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND OF SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND OF SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND SILTATION AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND SHALL BE RESPONSIBLE FOR REMOVAL AND SHALL BE RESPONSIBLE FOR REMOVAL AND BE RESPONSIBLE FOR REMOVAL AND BE RESPONSIBLE FOR REMOVAL AND RESPONSIBLE FOR REMOVAL AND RESPONSIBLE FOR REMOVAL AND FOR REMOVAL AND FOR REMOVAL AND REMOVAL AND REMOVAL AND AND AND DISPOSAL OF LOGS AND BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO OF LOGS AND BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO OF LOGS AND BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO LOGS AND BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO LOGS AND BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO AND BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO AND BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO BAGS AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO AT SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO SUCH TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO TIME THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO THAT SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO SEEDING HAS GERMINATED AND/OR SOD ESTABLISHED SO HAS GERMINATED AND/OR SOD ESTABLISHED SO HAS GERMINATED AND/OR SOD ESTABLISHED SO GERMINATED AND/OR SOD ESTABLISHED SO GERMINATED AND/OR SOD ESTABLISHED SO AND/OR SOD ESTABLISHED SO AND/OR SOD ESTABLISHED SO SOD ESTABLISHED SO SOD ESTABLISHED SO ESTABLISHED SO ESTABLISHED SO SO SO THAT NO EROSION IS OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST NO EROSION IS OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST NO EROSION IS OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST EROSION IS OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST EROSION IS OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST IS OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST IS OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST OCCURRING REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST REGARDLESS OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST OF TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST TIMING. COIR LOGS/BAGS SHALL BE REMOVED AT NO COST COIR LOGS/BAGS SHALL BE REMOVED AT NO COST COIR LOGS/BAGS SHALL BE REMOVED AT NO COST LOGS/BAGS SHALL BE REMOVED AT NO COST LOGS/BAGS SHALL BE REMOVED AT NO COST SHALL BE REMOVED AT NO COST SHALL BE REMOVED AT NO COST BE REMOVED AT NO COST BE REMOVED AT NO COST REMOVED AT NO COST REMOVED AT NO COST AT NO COST AT NO COST NO COST NO COST COST COST TO THE OWNER. 5. CONTRACTOR SHALL ESTABLISH INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE CONTRACTOR SHALL ESTABLISH INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE SHALL ESTABLISH INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE SHALL ESTABLISH INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE ESTABLISH INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE ESTABLISH INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE INLET PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE PROTECTION FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE FOR ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE ALL EXISTING STRUCTURES AND SHALL MAINTAIN THE EXISTING STRUCTURES AND SHALL MAINTAIN THE EXISTING STRUCTURES AND SHALL MAINTAIN THE STRUCTURES AND SHALL MAINTAIN THE STRUCTURES AND SHALL MAINTAIN THE AND SHALL MAINTAIN THE AND SHALL MAINTAIN THE SHALL MAINTAIN THE SHALL MAINTAIN THE MAINTAIN THE MAINTAIN THE THE THE FUNCTIONALITY OF THE PROTECTION THROUGHOUT THE TIME EXTENT OF THE PROJECT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING ASPHALT FREE FROM MUD, DIRT, DEBRIS, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING ASPHALT FREE FROM MUD, DIRT, DEBRIS, ETC. 7. AFTER COIR LOGS, CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY AFTER COIR LOGS, CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY COIR LOGS, CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY COIR LOGS, CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY LOGS, CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY LOGS, CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY CONCRETE WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY WASHOUT PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY PIT, AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY AND INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY INLET CONTROLS HAVE BEEN INSTALLED AND APPROVED BY CONTROLS HAVE BEEN INSTALLED AND APPROVED BY CONTROLS HAVE BEEN INSTALLED AND APPROVED BY HAVE BEEN INSTALLED AND APPROVED BY HAVE BEEN INSTALLED AND APPROVED BY BEEN INSTALLED AND APPROVED BY BEEN INSTALLED AND APPROVED BY INSTALLED AND APPROVED BY INSTALLED AND APPROVED BY AND APPROVED BY AND APPROVED BY APPROVED BY APPROVED BY BY BY MSD AND/OR CARMAN PROCEED WITH EXCAVATION/DEMOLITION AS REQUIRED. 8. THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER SHALL MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER SHALL MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER AMOUNT OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER OF DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER DISTURBED AREA AT ANY ONE TIME, STABILIZE AND COVER AREA AT ANY ONE TIME, STABILIZE AND COVER AREA AT ANY ONE TIME, STABILIZE AND COVER AT ANY ONE TIME, STABILIZE AND COVER AT ANY ONE TIME, STABILIZE AND COVER ANY ONE TIME, STABILIZE AND COVER ANY ONE TIME, STABILIZE AND COVER ONE TIME, STABILIZE AND COVER ONE TIME, STABILIZE AND COVER TIME, STABILIZE AND COVER TIME, STABILIZE AND COVER STABILIZE AND COVER STABILIZE AND COVER AND COVER AND COVER COVER COVER WITH GRAVEL AS QUICKLY AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW GRAVEL AS QUICKLY AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW GRAVEL AS QUICKLY AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW AS QUICKLY AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW AS QUICKLY AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW QUICKLY AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW QUICKLY AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW AS POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW POSSIBLE. USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW USE ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW ON SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW SITE CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW CONTROLS SUCH AS DIVERSIONS, SUMPS, AND STRAW SUCH AS DIVERSIONS, SUMPS, AND STRAW SUCH AS DIVERSIONS, SUMPS, AND STRAW AS DIVERSIONS, SUMPS, AND STRAW AS DIVERSIONS, SUMPS, AND STRAW DIVERSIONS, SUMPS, AND STRAW DIVERSIONS, SUMPS, AND STRAW SUMPS, AND STRAW SUMPS, AND STRAW AND STRAW AND STRAW STRAW STRAW BALES AS NECESSARY TO PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER AS NECESSARY TO PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER AS NECESSARY TO PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER NECESSARY TO PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER NECESSARY TO PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER TO PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER TO PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER PREVENT OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER OFF SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER SITE RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER RUNOFF. EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER EXTRA EFFORT SHOULD BE EXERCISED PRIOR TO WINTER EFFORT SHOULD BE EXERCISED PRIOR TO WINTER EFFORT SHOULD BE EXERCISED PRIOR TO WINTER SHOULD BE EXERCISED PRIOR TO WINTER SHOULD BE EXERCISED PRIOR TO WINTER BE EXERCISED PRIOR TO WINTER BE EXERCISED PRIOR TO WINTER EXERCISED PRIOR TO WINTER EXERCISED PRIOR TO WINTER PRIOR TO WINTER PRIOR TO WINTER TO WINTER TO WINTER WINTER WINTER OR RAINY SEASON TO HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL RAINY SEASON TO HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL RAINY SEASON TO HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL SEASON TO HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL SEASON TO HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL TO HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL TO HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL HAVE ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL ALL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL SITE CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL CONTROLS IN PLACE. DISTURBED AREAS WHERE CONSTRUCTION WILL CONTROLS IN PLACE.
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