JONES RUN FLOODGATE REPAIR

Project Information

Bid Title
JONES RUN FLOODGATE REPAIR
Issuing Agency
City of Frankfort
Location
Kentucky
Published Date
Apr 29, 2026
Closing Date
Jun 16, 2026
Government Level
State & Local
Status
Closed
Ref. #
22526001-66
Original Source
Join to Access Full Details
Bid Inquiries
Join to Access Full Details
Bid Documents
Join to Access Full Details
Project Description
Bid Number: 22526001-66
Bid Title: JONES RUN FLOODGATE REPAIR
Category: JONES RUN FLOOD GATE
Status: Open
Publication Date/Time:
4/29/2026 9:00 AM
Closing Date/Time:
6/16/2026 2:00 PM
Related Documents:
Attachment Preview
FLOOD GATE
REPAIR
PROJECT SITE
LOCATION MAP
FRANKFORT DEPARTMENT OF
PUBLIC WORKS
FRANKFORT, KENTUCKY
JONES RUN FLOOD GATE
FRANKLIN COUNTY, KENTUCKY
FRANKLIN
COUNTY
PROJECT
SITE
INDEX OF SHEETS
SHEET NO. TITLE
01
COVER SHEET
02
GENERAL NOTES
03
STRUCTURAL NOTES
04
EXISTING CONDITIONS
05
DEMOLITION AND EPSC PLAN
06
PROPOSED LAYOUT PLAN
07
STRUCTURAL DETAILS
08
CIVIL DETAILS
PREPARED BY
Stantec Consulting Services Inc.
www.stantec.com
Digitally signed by
Severance,
Vincent
DN:
CN="Severance,
Vincent",
OU=Internal,
Severance, Vincent OU=users,
OU=stantec,
DC=corp, DC=ads
Reason: I am
approving this
document
Date: 2026.04.16
10:45:17-04'00'
04/16/2026
ISSUED FOR CONSTRUCTION
JONES RUN FLOOD GATE REPAIR
COVER SHEET
01
GENERAL INFORMATION
1. THE CONTRACTOR SHALL CONDUCT ITS OPERATIONS WITHIN THE WORK LIMITS INDICATED ON THE DRAWINGS FOR THE
PROJECT SITE, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS.
2. THE GENERAL SEQUENCE OF WORK WILL INCLUDE THE FOLLOWING:
a. JONES FLOOD GATE: REMOVAL OF SELECTED PORTIONS OF EXISTING ASPHALT PAVEMENT AND PORTIONS OF THE
CONCRETE FLOOD GATE SILL, STABILIZATION OF PAVEMENT SUBGRADE, AND INSTALLATION OF REINFORCED
CONCRETE PAVEMENT AND SELECTED CONCRETE FLOOD GATE SILL REPLACEMENT. LASTLY, ALL DISTURBED AND
SOIL FILL AREAS SHALL BE GRADED, FERTILIZED, SEEDED, MULCHED AND NETTED.
3. THE CONTRACTOR IS CAUTIONED THAT THE PROJECT SITE IS SUBJECT TO FLOODING DURING RAINFALL EVENTS. THE
FRANKFORT DEPARTMENT OF PUBLIC WORKS SHALL REVIEW FORMAL REQUESTS FROM THE CONTRACTOR FOR TIME
EXTENSIONS IF A FLOOD EVENT AFFECTS SITE ACCESS TO INCREASE THE PROJECT SCHEDULE BASED ON THE REAL
IMPACTS TO THE PROJECT CRITICAL PATH BASED ON THE CONTRACTOR'S MOST RECENT SCHEDULE. THE FRANKFORT
DEPARTMENT OF PUBLIC WORKS SHALL NOT CONSIDER ANY EQUITABLE ADJUSTMENTS TO THE CONTRACT AMOUNT
FOR TEMPORARY SHUTDOWNS, EQUIPMENT DEMOBILIZATION AND RE-MOBILIZATION, OR SITE DAMAGE ASSOCIATED
WITH RAINFALL EVENTS AND/OR HIGH WATER CONDITIONS. THE CONTRACTOR IS NOT ELIGIBLE FOR ADDITIONAL
COMPENSATION DUE TO DELAYS OR IMPACTS RELATED TO RAINFALL EVENTS AND/OR HIGH WATER CONDITIONS.
4. THE CONTRACTOR SHALL SUBMIT A WORK PLAN DETAILING THE PROPOSED SEQUENCE OF WORK AND THE
APPROPRIATE EQUIPMENT REQUIRED TO PERFORM THE WORK. THE WORK PLAN MUST BE ACCEPTED BY THE ENGINEER
PRIOR TO PERFORMING ANY OF THE WORK.
5. THE CONTRACTOR SHALL SUBMIT A PROPOSED CONSTRUCTION SCHEDULE TO THE ENGINEER PRIOR TO BEGINNING
CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING STORAGE AND STAGING AREAS FOR EQUIPMENT AND
MATERIALS OUTSIDE THE CONTRACTOR'S WORK LIMITS (IF NECESSARY). THE CONTRACTOR SHALL ESTABLISH
APPROPRIATE AGREEMENTS WITH THE OWNERS OF SUCH SITES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
SECURING ANY APPLICABLE PERMITS FROM REGULATORS FOR WORK OUTSIDE OF THE WORK LIMITS. OFFSITE AREAS
SHALL BE MAINTAINED IN COMPLIANCE WITH THE PROVISIONS ESTABLISHED FOR AREAS INSIDE THE CONTRACTOR'S
WORK LIMITS AT THE PROJECT SITES. THE OWNER AND ENGINEER SHALL HAVE ACCESS TO ALL OFFSITE STORAGE AND
STAGING AREAS USED IN THE EXECUTION OF THIS WORK.
7. CONSTRUCTION ACTIVITIES SHALL COMPLY WITH CURRENT OSHA AND ALL OTHER APPLICABLE REGULATIONS FOR
HEALTH AND SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROJECT SITE SAFETY THROUGHOUT
CONSTRUCTION.
8. CONSTRUCTION ACTIVITIES SHALL COMPLY WITH ALL CURRENT AND APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS GOVERNING DISCHARGES INTO AND/OR UPON AIR, WATER, OR LAND. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR COMPLYING WITH THESE REGULATIONS.
PERMITTING
1. THE OWNER WILL SECURE THE FOLLOWING PERMITS FOR THE FLOOD GATE PROJECT THROUGH THE KENTUCKY
DIVISION OF WATER AND U.S. ARMY CORPS OF ENGINEERS.
- FLOODPLAIN PERMIT/STREAM CONSTRUCTION PERMIT FOR CONSTRUCTION IN OR ALONG A STREAM
- CWA SECTION 408
THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS IN THESE PERMITS AND IS RESPONSIBLE FOR SECURING ANY
ADDITIONAL PERMITS REQUIRED PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL FILE A KPDES NOTICE OF INTENT (NOI) PRIOR TO THE START OF CONSTRUCTION, AND A
NOTICE OF TERMINATION (NOT) FOLLOWING CONSTRUCTION COMPLETION WITH THE KENTUCKY DIVISION OF WATER,
AND SHALL MEET ALL REQUIREMENTS OF THESE NOTICES.
3. IN ACCORDANCE WITH ALL APPLICABLE LAWS AND ORDINANCES, THE CONTRACTOR SHALL IDENTIFY, SECURE, AND
PERMIT (IF NECESSARY) SUITABLE OFF-SITE DISPOSAL SITE(S) FOR EXCAVATED OR DEMOLISHED MATERIALS. DISPOSAL
SITE SELECTION AND ACCEPTANCE MAY REQUIRE COORDINATION WITH PERMIT REGULATORS. SHOULD THIS
COORDINATION BE NECESSARY, THE OWNER WILL NOT CONSIDER ANY CONTRACTOR COSTS OR SCHEDULE CLAIMS
WHATSOEVER ASSOCIATED WITH DELAYS OR ACTIONS REQUIRED BY PERMIT REGULATORS. REGULATORY AGENCY
COORDINATION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
SITE CONDITIONS
1. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT AREA AND SITE CONDITIONS PRIOR TO
BID SUBMISSION.
2. HORIZONTAL COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE KENTUCKY STATE PLANE COORDINATE
SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83).
3. ELEVATIONS ON THE DRAWINGS PRODUCED BY STANTEC CONSULTING SERVICES, INC. ARE REFERENCED TO THE
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEOID 18.
4. EXISTING SITE FEATURES, DIMENSIONS, AND TOPOGRAPHY WERE OBTAINED FROM A SURVEY PERFORMED BY QK4, INC.
ON JUNE 16, 2025. EXISTING CONDITIONS MAY HAVE CHANGED SINCE THAT TIME. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR VERIFICATION OF ALL EXISTING SITE FEATURES, DIMENSIONS, AND ELEVATIONS PRIOR TO BID
SUBMITTAL.
5. DIMENSIONS OF THE EXISTING STRUCTURES SHOWN ON THESE PLANS ARE FOR GENERAL REFERENCE ONLY. THEY
HAVE BEEN TAKEN FROM ORIGINAL CONSTRUCTION DRAWINGS, SUBSEQUENT REHABILITATION DRAWINGS, OR
INCOMPLETE FIELD SURVEYS AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS
AS NECESSARY TO ENSURE PROPER FIT OF THE FINISHED WORK, AND THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR THE ACCURACY OF SUCH MEASUREMENTS. IF THE FIELD CONDITIONS AND DIMENSIONS DIFFER
FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL USE THE FIELD CONDITIONS AND DIMENSIONS AND
MAKE THE APPROPRIATE CHANGES TO THOSE SHOWN ON THE DRAWINGS, AS ACCEPTED BY THE ENGINEER. WHEN
SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE SUBMITTED FOR ACCEPTANCE, THE FIELD MEASUREMENTS
SHALL BE INDICATED ON THE SUBMITTED SHOP DRAWINGS FOR THE REVIEWER'S REFERENCE.
6. SOME MECHANICAL COMPONENTS AND UTILITIES HAVE NOT BEEN LOCATED AND ARE NOT DEPICTED ON THE
DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND VERIFY ALL MECHANICAL COMPONENTS
AND UTILITIES, MAKE APPROPRIATE ARRANGEMENTS REGARDING RELOCATION, MAINTAIN UTILITY SERVICE
THROUGHOUT THE CONSTRUCTION PERIOD, AND MAKE FINAL RELOCATIONS AT THE COMPLETION OF WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITIES, WHETHER SHOWN OR NOT
SHOWN ON THE DRAWINGS, DUE TO ITS OPERATIONS. WHERE UTILITIES ARE SHOWN OR INDICATED ON THE DRAWINGS,
THE INFORMATION GIVEN IS IN ACCORDANCE WITH THE BEST INFORMATION IN THE POSSESSION OF THE OWNER BUT IS
APPROXIMATE. THE DATA IS NOT WARRANTED TO BE EITHER COMPLETE OR CORRECT, AND THE CONTRACTOR SHALL
ASSUME ALL RISKS RESULTING FROM CONDITIONS ARISING FROM THE APPROXIMATIONS SHOWN.
7. IT SHALL BE DISTINCTLY UNDERSTOOD THAT ANY REFERENCE TO ROCK, SOIL, OR ANY OTHER MATERIAL ON THE
DRAWINGS WHETHER IN NUMBERS, WORDS, LETTERS, OR LINES, IS SOLELY FOR THE OWNER'S INFORMATION AND IS
NOT TO BE TAKEN AS AN INDICATION OF CLASSIFIED EXCAVATION OR THE QUANTITY OF ANY OF THE VARIOUS
MATERIALS INVOLVED. THE BIDDER MUST DRAW ITS OWN CONCLUSIONS AS TO THE CONDITIONS LIKELY TO BE
ENCOUNTERED AT THE SITE.
GENERAL NOTES
SITE ACCESS
1. ACCESS TO THE PROJECT SITE SHOULD BE EVALUATED BY THE CONTRACTOR PRIOR TO BIDDING. SECURING ANY
OFF-SITE EASEMENTS, RIGHTS-OF-WAY, ETC. TO IMPROVE ACCESS OR ALLOW LOADING/UNLOADING OF EQUIPMENT OR
MATERIALS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE OBTAINED IN ACCORDANCE
WITH ALL APPLICABLE LAWS AND ORDINANCES.
2. THE CONTRACTOR SHALL GIVE SPECIAL ATTENTION TO THE PRESENCE OF OVERHEAD ELECTRIC POWER LINES AND
BURIED FIBER OPTIC LINES AND STORM SEWER PIPES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
OUTAGES AND/OR RELOCATIONS WITH THE AFFECTED UTILITY AS MAY BE NECESSARY TO SAFELY PERFORM THE WORK.
IN ADDITION, THE CONTRACTOR SHALL OBSERVE AND MAINTAIN CLEARANCE FROM ELECTRIC POWER LINES AS
REQUIRED BY THE RESPECTIVE UTILITY AND OSHA REGULATIONS.
3. THROUGHOUT THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL DEPLOY AND MAINTAIN WARNING SIGNS AT SITE
ACCESS LOCATIONS IN ACCORDANCE WITH RESPECTIVE REGULATORY CRITERIA TO DETER THE PUBLIC FROM
APPROACHING THE PROJECT SITE.
SITE SETUP AND MAINTENANCE
1. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF OFFICES AND EMPLOYEE PARKING WITH THE OWNER AND
ENGINEER. NO EXISTING BUILDING SHALL BE USED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER.
2. AT A MINIMUM, PARKING AREAS SHALL HAVE A GRADED SURFACE OF STONE.
3. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL UTILITIES, DRINKING WATER SUPPLIES, AND SANITARY
FACILITIES NEEDED FOR CONSTRUCTION ACTIVITIES. SUCH FACILITIES SHALL BE REMOVED UPON COMPLETION OF THE
WORK.
4. SECURITY OF THE WORK SITE AREAS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL
PROVIDE ALL NECESSARY SECURITY MEASURES, WHICH MAY INCLUDE TEMPORARY FENCING OR SECURITY GUARDS, AS
DEEMED NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION. THE OWNER WILL NOT BE RESPONSIBLE FOR
DAMAGES INCURRED AS A RESULT OF VANDALISM, THEFT, ETC. THE CONTRACTOR SHALL PROVIDE CAMERA
SURVEILLANCE OF THE WORK SITE THROUGHOUT THE DURATION OF CONSTRUCTION.
5. THE CONTRACTOR SHALL MAINTAIN WORK SITES IN A CLEAN AND WORKMAN-LIKE MANNER AT ALL TIMES.
CONSTRUCTION DEBRIS, WASTE MATERIALS, RUBBISH, ETC., SHALL BE REMOVED FROM THE SITE IN A TIMELY MANNER.
AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE AFFECTED AREAS TO THEIR ORIGINAL
CONDITION OR BETTER.
6. THE CONTRACTOR SHALL CONTROL THE GROWTH OF WEEDS AND VEGETATION IN DISTURBED AREAS, WITHIN FENCED
AREAS INSIDE THE CONTRACTOR'S WORK LIMITS, AND WITHIN OFFSITE STORAGE OR STAGING AREAS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MOWING THESE AREAS AS NEEDED.
7. DELIVERED MATERIALS FOR THE PURPOSE OF PERFORMING THE WORK SHALL BE TEMPORARILY STORED IN AREAS
SELECTED BY THE CONTRACTOR AND ACCEPTED BY THE OWNER AND ENGINEER. THE CONTRACTOR PARKING AND
OFFICE AREAS SHALL NOT BE USED FOR TEMPORARY STORAGE.
8. STOCKPILE AREAS FOR SOILS AND/OR SEDIMENTS (NOT INCLUDING STONE AND CONCRETE AGGREGATES) SHALL BE
GRADED TO MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. THE SIDE SLOPES SHALL HAVE A 4H:1V MAXIMUM SLOPE. THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLING AND MAINTAINING MEASURES THAT CONTROL EROSION AND
THE TRANSPORT OF SEDIMENT FROM THE WORK SITE INTO ADJACENT CREEKS OR STORM SEWERS. EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY SITE DISTURBANCE AND SHALL BE MAINTAINED
THROUGHOUT THE WORK. AT A MINIMUM, EROSION, AND SEDIMENT CONTROL MEASURES SHALL INCLUDE SILT FENCING
AROUND DISTURBED AREAS. SURFACE DRAINAGE SHALL BE CONTROLLED WITH TEMPORARY DITCHES, CULVERTS, ETC.,
AS NECESSARY. ADDITIONAL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH THE MANUAL "KENTUCKY BEST
MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES" AND IN COMPLIANCE WITH APPLICABLE PERMITS.
9. AT THE SITE, THE CONTRACTOR SHALL KEEP ROADS USED FOR SITE ACCESS FREE OF MUD AND DEBRIS.
10. THE CONTRACTOR SHALL MAINTAIN SURVEY CONTROL POINTS FOR THE DURATION OF THE PROJECT. THE
CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING NECESSARY FOR SITE LAYOUT AND
CONSTRUCTION FROM THE CONTROL POINTS.
EXCAVATION AND GRADING
1. ALL CLEARED TOPSOIL MATERIAL SHALL BE STOCKPILED. DURING FINAL DRESSING, THE STOCKPILED TOPSOIL SHALL BE
SPREAD EVENLY ACROSS DISTURBED AREAS RECEIVING EARTHEN FILL. EXCAVATION WILL NOT BE CLASSIFIED FOR
PAYMENT PURPOSES TO DISTINGUISH BETWEEN EARTH, ROCK, OBSTRUCTIONS OR OTHER MATERIALS.
2. THE CONTRACTOR SHALL CONSTRUCT THE BACKFILLS IN THE APPROPRIATE ZONES AND WITH THE MATERIALS
REQUIRED IN THE DRAWINGS.
3. DENSE GRADED AGGREGATE (DGA) SHALL CONFORM TO SECTION 805.06 OF THE KYTC "STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION" FOR DENSE GRADED AGGREGATE AND CRUSHED STONE BASE.
4. NO ADDITIONAL PAYMENT FOR QUANTITIES OF STONE AGGREGATE OR OTHER MATERIALS PLACED ON THE PROJECT
WILL BE CONSIDERED BY THE OWNER DUE TO SUBGRADE SETTLEMENT, TEMPORARY EXCAVATIONS, OR INTRUSION OF
STONE INTO SOFT SUBGRADE.
SITE RESTORATION
1. THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL REPAIR DAMAGE TO AND MAINTAIN A MINIMUM OF ONE OPEN
LANE OF TRAFFIC ALONG LEWIS FERRY ROAD AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMITS FOR WORK WITHIN THE ROAD RIGHT-OF-WAYS INCLUDING A KYTC-APPROVED TEMPORARY
TRAFFIC CONTROL PLAN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL ACCESS ROADS, PARKING, AND STORAGE AREAS
USED DURING CONSTRUCTION, AND SHALL RESTORE AREAS TO THEIR ORIGINAL CONDITION OR BETTER ONCE
CONSTRUCTION IS COMPLETE.
3. ALL AREAS OF EXPOSED SOIL DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND RESEEDED. FINAL
GRADING, FERTILIZATION, SEEDING AND MULCHING OF ALL SUCH AREAS SHALL BE COMPLETED AS SOON AS PRACTICAL
AFTER COMPLETION OF THE RESPECTIVE PORTIONS OF THE PROJECT. ASPHALT ADHESIVE, NETTING, AND/OR OTHER
MEASURES SHALL BE APPLIED IN SUFFICIENT QUANTITIES TO SECURE THE MULCH BUT SHALL NOT INHIBIT GRASS
GROWTH. SEEDING SHALL BE PERFORMED AT THE FOLLOWING RATES:
SUMMARY OF SPECIFICATIONS FOR FINAL SEEDING
SEED
SEED RATE (LBS/ACRE)
VIRGINIA WILD RYE
60
ANNUAL RYE GRASS
20
RED CLOVER
20
RED TOP
20
ORCHARD GRASS
20
FERTILIZER: 10-20-10 GRADE, WITH 50 PERCENT
NITROGEN IN UREA FORM, APPLIED AT 600 LBS/ACRE.
4. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A RECORD SET OF AS-BUILT DRAWINGS TO THE
ENGINEER. THESE AS-BUILT DRAWINGS SHALL SHOW ALL DEVIATIONS FOR THE ORIGINAL DESIGN. THESE DRAWINGS
SHALL BE MARKED IN RED INK ON A BLACK LINE SET OF DRAWINGS.
CONSTRUCTION RESTRICTIONS
1. THE WORK SHALL INCLUDE ONLY THOSE ITEMS ESTABLISHED IN THE CONTRACT, AS AGREED TO BETWEEN THE OWNER
AND THE CONTRACTOR.
2. ALL EXISTING STRUCTURES AND FEATURES ARE TO BE PRESERVED AND PROTECTED, EXCEPT WHERE SPECIFICALLY
INDICATED ON THE DRAWINGS.
3. ALL CONSTRUCTION ACTIVITIES SHALL BE EXECUTED IN A MANNER AND SEQUENCE THAT PROTECTS THE INTEGRITY OF
THE EXISTING STRUCTURES AT ALL TIMES.
4. BLASTING IS PROHIBITED.
5. NIGHTTIME OPERATIONS: IF THE CONTRACTOR PERFORMS NIGHTTIME OPERATIONS, THE WORK AREA SHALL BE
APPROPRIATELY ILLUMINATED PER THE APPLICABLE OSHA REQUIREMENTS TO ALLOW SAFE AND PROPER
OBSERVATION AND PERFORMANCE OF WORK.
6. DUST CONTROL: THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATIONS, TEMPORARY EMBANKMENTS, STOCKPILES,
HAUL ROADS, ACCESS ROADS, PLANT SITES, WASTE AREAS, AND ALL OTHER WORK AREAS TO PREVENT DUST THAT
WOULD BE A HAZARD OR NUISANCE TO OTHERS. DUST CONTROL SHALL BE PERFORMED AS THE WORK PROCEEDS, AND
WHENEVER A DUST NUISANCE OR HAZARD OCCURS.
7. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL TREES OUTSIDE THE WORK LIMITS AT THE SITE. PROTECTION
SHALL INCLUDE TEMPORARY FENCING ALONG OR AROUND THE DRIPLINE OF TREES WITHIN OR BORDERING THE
CONTRACTOR'S WORK LIMITS IF CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED WITHIN 25 FEET OF THE DRIPLINE.
8. THE CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION SURVEY OF ALL ADJACENT BUILDINGS AND ASSOCIATED
STRUCTURES WITHIN 100 FEET OF THE CONTRACTOR'S WORK LIMITS. THE PRE-CONSTRUCTION SURVEY SHALL ALSO
DOCUMENT THE CONDITION OF ALL ROADWAYS THAT MAY EXPERIENCE SIGNIFICANT HEAVY CONSTRUCTION TRAFFIC.
THE SURVEY SHALL ADEQUATELY DOCUMENT PRE-CONSTRUCTION CONDITIONS USING METHODS SUCH AS
PHOTOGRAPHS AND/OR VIDEO. ALL INFORMATION OBTAINED SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO
CONSTRUCTION ACTIVITIES. REPAIR OF DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER.
9. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF FRANKFORT AND BUFFALO TRACE DISTILLERY PRIOR TO
PERFORMING ANY CONSTRUCTION ACTIVITIES THAT MAY IMPACT ACCESS TO THE DISTILLERY.
FINAL ACCEPTANCE
1. ONCE ALL REPAIRS HAVE BEEN COMPLETED, THE CONTRACTOR SHALL INSTALL AND ASSEMBLE THE FLOODGATE AND
ALL COMPONENTS TO DEMONSTRATE FINAL ALIGNMENT AND FITUP. AFTER WRITTEN ACCEPTANCE BY THE ENGINEER,
THE CONTRACTOR SHALL DISASSEMBLE AND REMOVE THE FLOODGATE. COORDINATE WITH FRANKFORT PUBLIC WORKS
FOR ACCESS TO AND STORAGE OF THE FLOODGATE AND ALL COMPONENTS.
ISSUED FOR CONSTRUCTION
JONES RUN FLOOD GATE REPAIR
GENERAL NOTES
02
STRUCTURAL NOTES AND DETAILS
CONCRETE STRUCTURES
1. GENERAL:
A. EXCEPT AS OTHERWISE NOTED OR SPECIFIED, THESE GENERAL NOTES SHALL
APPLY TO THE CONCRETE STRUCTURES.
B. ALL DIMENSIONS ARE IN FEET AND INCHES AND ALL ELEVATIONS ARE IN FEET
UNLESS SPECIFICALLY NOTED OTHERWISE.
C. CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK OR NOTIFY ENGINEER'S
REPRESENTATIVE OF ANY CONFLICTS OR ERRONEOUS INFORMATION. MEASURED
DIMENSIONS FOR THE EXISTING STRUCTURES WILL APPLY.
D. REINFORCED CONCRETE DESIGN CONFORMS TO "STRENGTH DESIGN OF
REINFORCED CONCRETE HYDRAULIC STRUCTURES (EM1110-2-2104)", US ARMY
CORPS OF ENGINEERS, WASHINGTON, DC, 01 NOV. 2023.
2. CONCRETE:
A. DESIGN OF REINFORCED CONCRETE IS BASED ON CONCRETE HAVING A MINIMUM
COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS.
B. AGGREGATE FOR CONCRETE SHALL CONFORM TO ASTM C-33 WITH A MAXIMUM SIZE
OF ONE INCH.
C. DO NOT PLACE CONCRETE WITHOUT PRIOR INSPECTION AND APPROVAL OF
ENGINEER'S REPRESENTATIVE.
D. FORM WORK SHALL BE PLACED IN ACCORDANCE WITH TOLERANCES IN ACI 301, AS
SHOWN OR AS SPECIFIED.
3. REINFORCING STEEL:
A. STEEL REINFORCEMENT SHALL COMPLY WITH REQUIREMENTS OF ASTM A-615 AND
SHALL HAVE MINIMUM YIELD STRENGTH OF 60,000 PSI.
B. SEE TABLES ON THIS DRAWING FOR MINIMUM REQUIREMENTS FOR EMBEDMENT
LENGTHS, LAPPED SPLICE LENGTHS AND END HOOK DETAILS.
C. REINFORCING BARS SHALL BE FABRICATED IN ACCORDANCE WITH STANDARD
FABRICATING TOLERANCES IN ACI 315.
D. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH TOLERANCES IN ACI 301,
AS SHOWN OR AS SPECIFIED.
E. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUED FOR ITS EMBEDMENT LENGTH
INTO THE BASE OR FOOTING.
4. SPACING:
A. DIMENSIONS ARE TO THE CENTER LINE OF BAR UNLESS OTHERWISE SHOWN.
B. THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS, AND TIES IN
COLUMNS ARE TO START AND END AT A MAXIMUM OF ONE HALF OF THE ADJACENT
BAR SPACING.
C. REINFORCEMENT MAY BE ADJUSTED LATERALLY TO MAINTAIN A CLEAR DISTANCE
OF 1 INCH BETWEEN REINFORCEMENT BARS AND KEYS, WATER STOPS, ANCHOR
BOLTS, FORM TIES, CONDUITS, AND OTHER EMBEDDED MATERIAL.
5. COVER:
A. CLEAR COVER FOR REINFORCEMENT SHALL BE 3 INCHES FOR FACES CAST
DIRECTLY AGAINST EARTH AND 2 INCHES FOR ALL OTHER FACES UNLESS NOTED
OTHERWISE.
B. REINFORCEMENT PARALLELING JOINTS SHALL HAVE A MINIMUM OF 2 INCHES OF
CLEAR COVER.
6. SPLICES:
A. UNLESS OTHERWISE SHOWN, THE MINIMUM LENGTH FOR SPLICING PARALLEL BARS
SHALL BE GIVEN IN THE TABLE ON THIS DRAWING.
B. WHEN REINFORCING BARS OF DIFFERENT SIZE ARE TO BE SPLICED, THE LENGTH OF
LAP SHALL BE GOVERNED BY THE SMALLER BAR DIAMETER.
C. NONCONTACT LAP SPLICES SHALL NOT BE SPACED FARTHER APART THAN
ONE-FIFTH THE REQUIRED LENGTH OF LAP OR 6 INCHES.
D. SPLICES SHALL BE STAGGERED TO GIVE 12 INCHES CLEAR BETWEEN ENDS OF
ADJACENT SPLICES.
E. REINFORCEMENT SHALL HAVE A MINIMUM LENGTH OF 20'-0" BETWEEN SPLICES
UNLESS OTHERWISE SHOWN.
F. SPLICES SHALL NOT CROSS CJ OR CTJ, UNLESS OTHERWISE SHOWN.
7. CHAMFERS:
A. CHAMFER ALL EXPOSED CORNERS 3/4 INCH UNLESS OTHERWISE SHOWN.
B. CHAMFER JOINTS AS SHOWN ON THIS DRAWING'S DETAILS UNLESS OTHERWISE
SHOWN OR DESIGNATED.
8. JOINTS:
A. ALL CONSTRUCTION JOINTS, IDENTIFIED AS CJ, SHALL BE PROVIDED WHERE SHOWN
ON THE DRAWINGS. ALL OPTIONAL CONSTRUCTION JOINTS, IDENTIFIED AS OCJ, ARE
TO REDUCE THE VOLUME OF PLACEMENTS OR TO FACILITATE CONSTRUCTION. IF
OPTIONAL JOINTS ARE PROVIDED, THEY SHALL BE ONLY AT THE LOCATIONS SHOWN.
B. ADDITIONAL CONSTRUCTION JOINTS OR RELOCATION OF CONSTRUCTION JOINTS
MAY BE USED SUBJECT TO ENGINEER ACCEPTANCE.
C. ALL EXPANSION JOINTS, IDENTIFIED AS EJ, SHALL BE PROVIDED WHERE SHOWN ON
THE DRAWINGS.
9. EMBEDDED MATERIALS:
A. BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN THAT ALL EMBEDDED ITEMS
ARE IN POSITION AND SECURELY FASTENED IN PLACE. ANCHOR BOLT LOCATIONS
AND SETTING DETAILS ARE SHOWN ON STRUCTURAL STEEL, MISCELLANEOUS
METAL, AND CONCRETE DRAWINGS.
CONCRETE SPECIFICATIONS
- PORTLAND CEMENT ASTM C-150, TYPE I OR II, OR TYPE IL
- POZZOLAN ASTM C618, CLASS F FLY ASH 20% TO 40% BY WEIGHT WHEN MIXED WITH
PORTLAND CEMENT
- AIR ENTRAINMENT ASTM C-233.
- WATER REDUCER ASTM C494, TYPE A.
- SET RETARDERS ASTM C494 TYPE B.
- CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING PROPORTIONING AND
DESIGN REQUIREMENTS WITHOUT THE USE OF AN ASTM C494, TYPE F, HIGH RANGE WATER
REDUCING ADMIXTURE:
MINIMUM
28-DAY COMPRESSIVE
STRENGTH
(psi)
AIR
CONTENT
(%)
4,500
4-7
CEMENTITOUS
CONTENT
(lbs./.cu.yd.)
560 - 620
MAXIMUM
WATER/
CEMENTITOUS
RATIO
0.45
SLUMP
(inches)
3-5
- SAMPLING FRESH CONCRETE PER ASTM C-172.
- SLUMP TEST PER ASTM C-143.
- AIR CONTENT TEST PER ASTM C-231.
- COMPRESSIVE TEST PER ASTM C-31, ASTM C-39.
- CONCRETE TEMPERATURE: TEST EVERY DELIVERY TRUCK.
- PLACE CONCRETE PER ACI 301 AND ACI 309.
- CONCRETE TEMPERATURE AT TIME OF PLACEMENT SHALL NOT BE LESS THAN 50°F NOR
MORE THAN 85°F.
- CONCRETE SHALL BE DELIVERED TO THE SITE AND DISCHARGED INTO FORMS WITHIN 90
MINUTES AFTER THE INTRODUCTION OF WATER TO THE CEMENT AND AGGREGATES.
- VIBRATION SHALL BE APPLIED IN THE FRESHLY DEPOSITED CONCRETE BY INSERTING AND
REMOVING VIBRATOR AT POINTS UNIFORMLY SPACED AND NOT FARTHER APART THAN
TWICE THE RADIUS OVER WHICH THE VIBRATION IS VISIBLY EFFECTIVE. THE VIBRATOR
SHALL EXTEND INTO THE PREVIOUSLY PLACED LAYER OF FRESH CONCRETE, AT ALL
POINTS, TO ENSURE EFFECTIVE BOND BETWEEN LAYERS.
- VIBRATION SHALL NOT BE APPLIED DIRECTLY TO REINFORCEMENT STEEL OR FORMS, OR
TO CONCRETE THAT HAS HARDENED TO THE DEGREE THAT IT DOES NOT BECOME PLASTIC
WHEN VIBRATED.
- CONCRETE SURFACES EXPOSED TO THE AIR SHALL BE COVERED AS SOON AS THE
CONCRETE HAS HARDENED SUFFICIENTLY AND SHALL BE KEPT CONTINUOUSLY WET FOR
AT LEAST THE FIRST 24 HOURS OF THE CURING PERIOD AND FOR THE ENTIRE CURING
PERIOD UNLESS CURING COMPOUND IS APPLIED.
- APPLY FLOAT FINISH TO EXPOSED UNFORMED SURFACES, SUCH AS SLABS, FOLLOWING
STRIKE-OFF OF CONCRETE TO GRADE. DO NOT WORK SURFACE UNTIL SURFACE HAS
HARDENED SUFFICIENTLY TO PREVENT AN EXCESS OF FINE MATERIAL FROM BEING DRAWN
TO THE SURFACE. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED AND
CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN
FLOAT. EXCESSIVE FLOATING WHILE CONCRETE IS SOFT WILL NOT BE PERMITTED.
FINISH SURFACE WITH POWER-DRIVEN FLOATS, OR BY HAND FLOATING USING
BULL FLOATS OR DARBIES IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS.
JOINT SEALANT DELASTIC
CV-1250 COMPRESSION SEAL
OR APPROVED EQUAL
EXISTING
3/4" CHAMFER
NEW SLAB
1 41" THICK
JOINT FILLER EXTEND TO
DEPTH OF CONCRETE
BOND BREAKER TAPE OPTION
NOTES:
1. CHAMFER MAY BE GROUND OR TOOLED.
1 SEALANT AT EXPANSION JOINT
03 NOT TO SCALE
MINIMUM
REINFORCEMENT BAR
DEVELOPMENT LENGTH
(IN)
MINIMUM
REINFORCEMENT BAR
LAP SPLICE LENGTH
(IN)
MINIMUM END HOOK
DEVELOPMENT LENGTH
(IN)*
BAR SIZE
#3
#4
#5
#6
#7
#8
TOP
OTHER
BAR SIZE
TOP
OTHER
BAR SIZE Ldh A Q Z D
12
12
#3
16
16
#3
6
6
4.5
2.5 2.25
15
12
#4
20
16
#4
7
8
6
2.5
3
19
15
#5
25
19
#5
9
10
7.5
2.5 3.75
23
18
#6
29
23
#6
10
12
9
3
4.5
33
25
#7
43
33
#7
12
14 10.5 3.5 5.25
37
29
#8
49
37
#8
14
16
12
4
6
* SIDE COVER MUST BE 2.5"
* END COVER MUST BE 2"
NOTES:
1. TABULATED VALUES ARE BASED ON UNCOATED GRADE 60 REBAR AND CONCRETE WITH f'c=4000 PSI AND 3" CLEAR COVER.
2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
3. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED IN ACCORDANCE WITH ACI 350, 12.8.2
AND 12.9.2.
4. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS: CLASS A=1.0*Ld AND CLASS B=1.3*Ld (ACI 350, 12.9.2).
5. BAR CENTER-TO-CENTER SPACING WAS ASSUMED TO BE GREATER THAN TWICE THE CONCRETE COVER PLUS ONE BAR
DIAMETER, SO THAT "c" WAS GOVERNED BY CONCRETE COVER RATHER THAN BY BAR SPACING. THEREFORE TABULATED VALUES
ARE NOT APPLICABLE FOR CENTER-TO-CENTER BAR SPACING LESS THAN 6".
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
1. SPECIAL INSPECTION FOR CONCRETE CONSTRUCTION WILL BE IN ACCORDANCE
WITH 2018 IBC SECTION 1705.3 AND THE FOLLOWING TABLE.
VERIFICATION AND INSPECTION
INSPECTION
CONTINOUS PERIODIC
INSPECTION OF REINFORCING STEEL.
-
X
INSPECTION OF ANCHORS
POST-INSTALLED IN HARDENED
CONCRETE MEMBERS (B).
A. ADHESIVE ANCHORS INSTALLED IN
HORIZONTALLY OR UPWARDLY
INCLIDED ORIENTATIONS TO RESIST
X
-
SUSTAINED TENSION LOADS.
B. MECHANICAL ANCHORS AND
ADHESIVE ANCHORS NOT DEFINED
-
X
BY PART A.
REFERENCED
STANDARD (A)
ACI 318: CH,
20, 25-2, 25-3
26.6.1 - 26.6.3
ACI 318: 17.8.2.4
ACI 318: 17.8.2
VERIFYING USE OF REQUIRED DESIGN
-
MIX.
PRIOR TO CONCRETE PLACEMENT,
FABRICATE SPECIMENS FOR STRENGTH
TESTS, PERFORM SLUMP AND AIR
X
CONTENT TESTS, AND DETERMINE THE
TEMPERATURE OF THE CONCRETE
INSPECTION OF CONCRETE AND
SHOTCRETE PLACEMENT FOR PROPER
X
APPLICATION TECHNIQUES.
VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND
-
TECHNIQUES.
INSPECT FORMWORK FOR SHAPE,
LOCATION AND DIMENSIONS OF THE
-
CONCRETE MEMBER BEING FORMED.
X
ACI 318: CH. 19,
26.4.3, 26.4.4
ASTM C172
-
ASTM C31
ACI 318:
26.5, 26.12
-
ACI 318: 26.5
X
ACI 318:
26.5.3 - 26.5.5
ACI 318:
X
26.11.1.2 (B)
IBC
REFERENCE
1908.4
-
1904.1,
1904.2,
1908.2,
1908.3
1908.10
1908.6,
1908.7,
1908.8
1908.9
-
2 CONSTRUCTION JOINT (CJ) - SLABS
03 NOT TO SCALE
ISSUED FOR CONSTRUCTION
JONES RUN FLOOD GATE REPAIR
STRUCTURAL NOTES
03
04/16/2026
N 330,724
N 330,722
N 330,719
CP #101
N=3968679.246
E=5175977.858
El=512.17'
IPC QK4 CTRL
CONCRETE FLOODWALL
(TYP.)
EX. STRUCTURE
505
CONCRETE
SILL
505
505
SHEET PILES
(BELOW GRADE)
OLD RAIL SLOT
THREADED RECESS
FOR ANCHOR ROD
(TYP.)
505
PAVEMENT
DETERIORATION
505
N 330,717
HEADWALL
INV. IN = 500.86
HEADWALL
INV. OUT = 501.93
EX. 16-IN CMP
AERIAL ELECTRIC TRANSFORMER
BANK
N 330,724
NOTES:
1. HORIZONTAL COORDINATES ARE BASED ON THE KENTUCKY STATE PLANE
COORDINATE SYSTEM, SINGLE ZONE, NORTH AMERICAN DATUM OF 1983
(NAD83). ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
2. EXISTING SITE FEATURES, DIMENSIONS, RIGHT-OF-WAY, PROPERTY
BOUNDARIES, AND TOPOGRAPHY WERE OBTAINED FROM SURVEYS
PERFORMED BY QK4 IN JUNE 2025. EXISTING CONDITIONS MAY HAVE
CHANGED SINCE THAT TIME. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFICATION OF ALL EXISTING SITE FEATURES, DIMENSIONS, AND
ELEVATIONS PRIOR TO BID SUBMITTAL.
3. SOME MECHANICAL COMPONENTS AND BURIED UTILITIES MAY NOT BE SHOWN
HEREON. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL MECHANICAL
COMPONENTS AND BURIED UTILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE AND REPAIR
TO THE EXISTING UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THE
DRAWINGS DUE TO ITS OPERATIONS. IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO MAKE APPROPRIATE ARRANGEMENTS REGARDING
RELOCATION AND MAINTENANCE OF UTILITY SERVICE THROUGHOUT
CONSTRUCTION. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR FINAL
RELOCATIONS, IF NECESSARY, AT THE COMPLETION OF THE WORK.
EXISTING CONTOURS
UNDERGROUND FIBER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING OVERHEAD TELECOM
EXISTING OVERHEAD ELECTRIC &
TELECOM
EXISTING ELECTRIC POLE
EXISTING HEADWALL
N 330,722
HEADWALL
INV. IN = 502.94
HEADWALL
INV. IN = 501.15
RCP
EX. 18-IN
N 330,717
500
HEADWALL
INV. OUT = 500.05
N 330,719
N
0
5'
10'
GRAPHIC SCALE: 1" = 5'
CONTOUR INTERVAL = 1'
SECTION OR DETAIL NO.
TARGET DRAWING
REFERENCE KEY
ISSUED FOR CONSTRUCTION
JONES RUN FLOOD GATE REPAIR
EXISTING CONDITIONS
04
N 330,724
N 330,722
CP #101
N=3968679.246
E=5175977.858
El=512.17'
IPC QK4 CTRL
HEADWALL
INV. IN = 500.86
2
INSTALL KYTC
08 SILT TRAP TYPE C
HEADWALL
INV. OUT = 501.93
EX. STRUCTURE
N 330,719
505
ASPHALT SAW-CUT
LINE
5'-0"
505
505
24'-0"
REMOVE ALL MATERIAL WITHIN
RAIL SLOTS INCLUDING ASPHALT,
CONCRETE, AND TIMBER. (TYP)
LIMITS OF ASPHALT
PAVEMENT REMOVAL
CONTRACTOR
WORK LIMITS
505
505
1
SILT FENCE
08
N 330,717
PROPOSED 1
SILT FENCE 08
ASPHALT SAW-CUT
LINE
LIMITS OF ASPHALT
PAVEMENT REMOVAL
HEADWALL
INV. IN = 502.94
2 INSTALL PROPOSED KYTC
08
SILT TRAP TYPE C
HEADWALL
INV. IN = 501.15
EX. 16-IN CMP
AERIAL ELECTRIC TRANSFORMER
BANK
N 330,724
NOTES:
1. HORIZONTAL COORDINATES ARE BASED ON THE KENTUCKY STATE PLANE
COORDINATE SYSTEM, SINGLE ZONE, NORTH AMERICAN DATUM OF 1983
(NAD83). ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
2. EXISTING SITE FEATURES, DIMENSIONS, RIGHT-OF-WAY, PROPERTY
BOUNDARIES, AND TOPOGRAPHY WERE OBTAINED FROM SURVEYS
PERFORMED BY QK4 IN JUNE 2025. EXISTING CONDITIONS MAY HAVE
CHANGED SINCE THAT TIME. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFICATION OF ALL EXISTING SITE FEATURES, DIMENSIONS, AND
ELEVATIONS PRIOR TO BID SUBMITTAL.
3. SOME MECHANICAL COMPONENTS AND BURIED UTILITIES MAY NOT BE SHOWN
HEREON. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL MECHANICAL
COMPONENTS AND BURIED UTILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE AND REPAIR
TO THE EXISTING UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THE
DRAWINGS DUE TO ITS OPERATIONS. IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO MAKE APPROPRIATE ARRANGEMENTS REGARDING
RELOCATION AND MAINTENANCE OF UTILITY SERVICE THROUGHOUT
CONSTRUCTION. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR FINAL
RELOCATIONS, IF NECESSARY, AT THE COMPLETION OF THE WORK.
4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLING AND
MAINTAINING MEASURES THAT CONTROL EROSION AND THE TRANSPORT OF
SEDIMENT INTO THE STORM SYSTEM. EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IN PLACE PRIOR TO ANY SITE DISTURBANCE AND SHALL
BE MAINTAINED THROUGHOUT THE WORK IN ACCORDANCE WITH THESE
DRAWINGS. AT A MINIMUM, EROSION AND SEDIMENT CONTROL MEASURES
SHALL INCLUDE SILT FENCE AND SILT TRAPS. AS NECESSARY, ADDITIONAL
MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH THE MANUAL
"KENTUCKY BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES"
AND IN COMPLIANCE WITH APPLICABLE PERMITS. THE EROSION AND
SEDIMENT CONTROL PLAN PROVIDED ON THIS PLAN IS FOR GENERAL
REFERENCE ONLY. THE CONTRACTOR SHALL SUBMIT AN EROSION AND
SEDIMENT CONTROL PLAN FOR ENGINEER ACCEPTANCE.
5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LAYDOWN AREAS
WITH THE CITY OF FRANKFORT, AS NEEDED.
N 330,722
EXISTING CONTOURS
UNDERGROUND FIBER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING OVERHEAD TELECOM
EXISTING OVERHEAD ELECTRIC &
TELECOM
EXISTING ELECTRIC POLE
EXISTING HEADWALL
SAWCUT LINE
ASPHALT PAVEMENT REMOVAL
CONCRETE PAVEMENT REMOVAL
PROPOSED SILT FENCE
PROPOSED SILT TRAP TYPE C
CONTRACTOR WORK LIMITS
RCP
EX. 18-IN
N 330,717
500
HEADWALL
INV. OUT = 500.05
N 330,719
N
0
5'
10'
GRAPHIC SCALE: 1" = 5'
CONTOUR INTERVAL = 1'
SECTION OR DETAIL NO.
TARGET DRAWING
REFERENCE KEY
ISSUED FOR CONSTRUCTION
JONES RUN FLOOD GATE REPAIR
DEMOLITION AND EPSC PLAN
05
* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.
Government Bids

Empower Your Bidding Strategy

Unlock Government BidHub's unparalleled access to high-quality, tailored bid information.

  • Access an extensive database of bids, including comprehensive local and state opportunities.
  • Receive customized alerts for the bids that matter most to your business.
  • Explore detailed specifications to ensure precise and competitive submissions.
  • Gain a competitive edge with up-to-date information and exclusive opportunities.
Start Free Trial

See Also

UPCOMING!! RFP 20262019 T&O H...

Project: UPCOMING!! RFP 20262019 T&O HVAC & BARN BOILER REPLEACEMENT AND REPAIR SERVICES

The Transit Authority of River City

Bid Due: 8/01/2026

Fire Alarm System Maintenance...

Description: Fire Alarm System Maintenance TCOB & KSOB Department: Facilities & Support Services

State Government of Kentucky

Bid Due: 10/14/2026