Addendum One.pdf

PDF 42 MB Posted May 11, 2026

Attached to: RFB-250-26 Parks Flood Mitigation Fort Boonesborough
Solicitation number: RFB 785 2600000581 2
Issued by: Johnson County, Kentucky

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Written by GovTribe AI · May 13, 2026

This Addendum One document modifies Request for Bid (RFB) No. RFB-250-26 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, for flood mitigation work at Fort Boonesborough State Park in Richmond, Kentucky. The project encompasses comprehensive renovations to address flood damage sustained in 2025, including replacement and upgrades to civil utilities, electrical infrastructure, mechanical systems, plumbing, and structural improvements across multiple facilities including the Lower Bath House, Upper Bath House, Meeting Hall, Ranger Office, shelters, campground infrastructure, and a new lift station. The bid references RFB-785-2600000581 and requires contractors to conform to all additions, deletions, and changes to specifications and drawings as outlined in the attached addendum documentation. The extensive construction documents provided include detailed civil utility plans with sanitary sewer, water line, and drainage improvements; electrical site plans with power distribution, lighting, and controls; mechanical and plumbing specifications for HVAC and water systems; and architectural drawings for multiple buildings and structures, with all work to be coordinated across the entire campground property.

The project involves significant infrastructure replacement below flood-damaged elevations, with electrical equipment, mechanical systems, plumbing fixtures, and related components requiring complete replacement in affected facilities. All existing utilities and systems must be verified and field-checked prior to construction, with contractors responsible for coordination among trades and protection of existing features outside the work scope. The work is categorized under campground renovation and flood mitigation improvements managed by the Department of Parks, with oversight by the Division of Engineering and Contract Administration. Contractors must comply with all applicable codes, standards, and special inspection requirements outlined in the technical specifications, including provisions for geotechnical verification, concrete testing, structural steel inspection, and special inspections for seismic resistance and nonstructural components. Detailed submittals, shop drawings, and coordination with utility providers, including Kentucky Utilities Company, are required prior to fabrication and installation of major systems and equipment.

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Final_RFB_785_2600000581_1_SO_FORM.PDF	PDF	May 11, 2026
Final_RFB_785_2600000581_2_SO_FORM.PDF	PDF	May 11, 2026

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-250-26

FOR: Flood Mitigation Fort Boonesborough State Park Department of Parks Richmond, Kentucky

DATE: May 11, 2026

RFB-785-2600000581

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 attached addendum for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-250-26 For: Flood Mitigation Fort Boonesborough State Park Department of Parks Richmond, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

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W W W W W W W

W W

WWREC

HALL

GENERAL

14 16

18 20

BASKETBALL

COURT

PLAYGROUND

BATH

HOUSE

EX MH-2

RIM:579.87

I.E.(OUT):575.75

I.E.(IN):575.85

STA:0+00

MH-4

RIM:592.50

I.E.(OUT):583.32

I.E.(IN):583.42

I.E.(IN2):584.43

STA:1+53.69

X: 5348383.26

Y: 3854556.48 MH-3

RIM:594.00

I.E.(OUT):585.18

I.E.(IN):585.28

STA:2+36.61

X: 5348414.44 Y: 3854479.54

MH-5

RIM:588.50

I.E.(OUT):583.99

I.E.(IN):584.09

STA:1+14.29

X: 5348361.89 Y: 3854672.80

MH-6

RIM:580.5

I.E.(OUT):576.06

I.E.(IN):576.16

STA:0+44.55

X: 5348677.57 Y: 3854612.04

MH-7

RIM:582

I.E.(OUT):577.07

I.E.(IN):577.17

STA:1+92.35

X: 5348700.20 Y: 3854463.81

F.V.EXIST.

LOCATION

TO CONNECT

INTO BATH

HOUSE

EX MH-1

RIM:586.94

I.E.(OUT):582.30

I.E.(IN):582.40

EX. INV: 582.51

STA:0+00

W W

SAN

F.V.EXIST.

LOCATION

TO CONNECT

INTO REC

HALL MH-2

RIM:591.00

I.E.(OUT):586.41

I.E.(IN):586.51

STA:4+29.21

X: 5348547.57 Y: 3854340.54

MH-1

RIM:594.5

I.E.(OUT):589.83

I.E.(IN):

STA:6+88.88

X: 5348637.65 Y: 3854096.99

MH-8

RIM:588.5

I.E.(OUT):583.73

I.E.(IN):583.83

STA:5+05.52

X: 5348747.05 Y: 3854154.11

WATER LINE TO

ROCK QUARRY

X X

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

AREA A - CIVIL UTILITIES PLAN

15 60

900SCALE 1" = 30'-0"

Area A Civil Utilities Plan C101

BOONESBOROUGH ROAD

CIVIL UTILITY KEYNOTES:

CIVIL UTILITY NOTES:

CIVIL UTILITY LEGEND

PROPOSED SANITARY

SEWER MANHOLE- SEE

DETAIL H/C2.0 & I/C2.0

PROPOSED GRAVITY

SANITARY SEWER PIPE

PROPOSED SANITARY

SEWER CLEANOUT- SEE

MEP PLANS

SAN

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY D+L SURVEYING. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF

THE INFORMATION SHOWN THEREON. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.

B. THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION; THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL ACTUAL LOCATIONS.

C. UNLESS OTHERWISE INDICATED TO BE REMOVED, ALL ITEMS REMAINING WITHIN THE LIMIT OF CONTRACT ARE TO REMAIN AND BE

PROTECTED FROM DAMAGE DURING CONSTRUCTION.

D. THE CONTRACTOR SHALL MAINTAIN UTILITY SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

E. REFER TO SPECIFICATION / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

F. ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO MATCH PROPOSED FINISHED GRADES.

G. FOR PROPOSED UTILITY STRUCTURES, INVERT ELEVATIONS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED FOR EXISTING STRUCTURES. FIELD VERIFY ELEVATIONS PRIOR TO INSTALLATION OF UTILITY STRUCTURES.

H. FOR PROPOSED UTILITY PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE FIELD VERIFIED.

I. PROVIDE THRUST BLOCKS AT ALL BENDS AND TEES IN WATER LINE. REFER TO DETAIL C/C2.0. ALL FITTINGS OR PRESSURIZED

LINES TO BE MJDI UNLESS OTHERWISE NOTED.

J. EXPLORATION TO CONFIRM EXISTING UTILITY LOCATIONS IS CONSIDERED INCIDENTAL. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED, UTILITY CROSSINGS ARE TO BE CHECKED AND ANY CONFLICTS IDENTIFIED PRIOR TO UTILITY INSTALLATIONS BEGINNING.

K. ALL ITEMS ON THIS SHEET REQUIRING POWER SHALL BE SUPPLIED POWER BY THE CONTRACTOR REGARDLESS OF THEIR

INCLUSION IN MEP PORTION OF THE PLANS.

L. CONTRACTOR SHALL COORDINATE ALL UTILITY CROSSING AND IDENTIFY POTENTIAL CONFLICTS PRIOR TO BEGINNING INSTALLATION OF UTILITIES. ALL UTILITY LINE CROSSINGS SHALL BE INSTALLED PER UTILITY LINE CROSSING DETAIL IN THESE

DOCUMENTS.

M. ANY EXISTING BRICK SANITARY OR STORM MANHOLES THAT ARE TO BE CONNECTED TO SHALL BE REPLACED WITH A

PROPOSED CONCRETE MANHOLE

N. ALL EXISTING OR PROPOSED WATERLINES CROSSING SANITARY SEWER LINES SHALL BE ENCASED IN LOW STRENGTH CONCRETE

FOR A DISTANCE OF 10 FEET ON EITHER SIDE.

O. ALL SITES, 1-161 SHALL RECEIVE NEW LEAD FREE YARD HYDRANTS PER DETAIL.

P. THE WATER LINE TO THE ROCK QUARRY IS TO REMAIN SERVICE THROUGHOUT CONSTRUCTION. ANY REQUIRED OUTAGES FOR SWITCHOVER OF EXISTING METER TO NEW LINES SHALL BE COORDINATED THROUGH PARKS AND A MINIMUM 2 WEEKS NOTICE SHALL BE PROVIDED TO THE ROCK QUARRY. CONTRACTOR SHALL ASSUME THAT THE SWITCHOVER WILL BE REQUIRED AT NIGHT, WEEKEND OR HOLIDAY WHEN THE ROCK QUARRY IS NOT OPERATING.

PROPOSED 4"GRAVITY

SANITARY SEWER

LATERAL MIN 1% SLOPE

PROPOSED POTABLE

WATER LINEW

PROPOSED WATER

VALVE

WAT

PROPOSED 1"WATER

SERVICE LINE

1. 8 INCH GRAVITY SEWER LINE PVC SDR-35. SEE DETAIL A/C300

2. 4 INCH SEWER LATERAL, PVC SDR-35. SEE DETAIL A/C300 MAINTAIN MINIMUM 1%

SLOPE

3. LIGHT POLE TO BE REMOVED AND REPLACED

4. NEW SANITARY SEWER CLEANOUT AT INDIVIDUAL CAMPSITE, SEE DETAIL E/C300.

5. SANITARY SEWER CLEAN OUT. SEE DETAIL B/C300

6. SANITARY SEWER MANHOLE. SEE DETAIL C/C300

7. CONNECT SANITARY SERVICE LINE TO EXISTING MANHOLES

8. RELOCATED SANITARY DUMP STATION, SEE DETAIL C301. THE DUMP LINES SALL BE

INSTALLED BELOW FROST DEPTH AN MAINTAIN A 1% SLOPE. EXISTING DUMP LINES ARE

CLOGGED DUE TO FLOODING AND WERE UNABLE TO BE CAMERA INSPECTED. EXISTING

DUMP LINES SHALL BE JETTED AND POINT OF CONNECTION DETERMINED SO THAT THE

NEW DUMP LINES CAN UTILIZE THE SAME CONNECTION POINT.

9. NEW LIFT STATION, SEE DETAIL C500

10. CONNECT PROPOSED WATER LINE TO EXISTING LINE, FIELD VERIFY LOCATION AND

CONDITION OF EXISTING WATER LINE AND NOTIFY PROJECT CIVIL ENGINEER OF ANY

CONFLICTS OR ISSUES WITH PROPOSED WORK.

11. EXISTING SANITARY LINE TO BE REPLACED

12. NEW 1 INCH, HDPE WATER LINE SERVICE TO NEW FROST FREE / LEAD FREE HYDRANT,

TYPICAL AT ALL NEW AND EXISTING CAMPSITE LOCATIONS (161 CAMPSITES AND

HYDRANTS / CONNECTIONS TOTAL). SEE DETAIL E/C400

13. EXISITNG MANHOLE TO BE REPLACED

14. NEW 2 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

15. NEW 2 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

16. NEW 6 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

17. NEW 6 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

18. REPLACE EXISTING FIRE HYDRANT. SEE DETAIL F/C400

19. CONNECT BATH HOUSE SERVICE LINE TO NEW WATER LINE.

20. NEW 2 INCH, DIMJ GATE VALVE BLOW OFF ASSEMBLY. SEE DETAIL G/C400

21. VERIFY EXISTING PIPE LAYOUT. CONNECTION FOR NEW 6 INCH LINE TO BE MADE WHERE

EXISTING 6 INCH LINE IS. THE 6 INCH LINE SERVING THE ROCK QUARRY METER MUST

REMAIN ACTIVE DURING CONSTRUCTION. REFER TO GENERAL NOTE P.

22. POWER AND CONTROLS TO EXTEND FROM ELEVATED PEDESTAL TO LIFT STATION.

DISTANCE IS APPROXIMATELY 120 FEET. COORDINATE EXTENDED LENGTH OF WIRES

WITH LIFT STATION SUPPLIER. WIRES SHALL BE IN BURIED CONDUIT.

12 TYP.

TYP.

FM PROPOSED 3"

SANITARY FORCE MAIN

**NOTE- WATER LINES AND ELECTRICAL LINES ARE

NOT TO BE TRENCHED UNDER EXISTING TREES.

COORDINATE STAKING FOR NEW LINES WITH

PARKS & ARCHITECT TO VERIFY ANY LINE

LOCATIONS INDICATED WHICH MAY BE UNDER

EXISTING TREE CANOPY.

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

26439

L IC ENS ED

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76 78 80

BASKETBALL

COURT

PLAYGROUND

EX MH-2

RIM:579.87

I.E.(OUT):575.75

I.E.(IN):575.85

STA:0+00

MH-4

RIM:592.50

I.E.(OUT):583.32

I.E.(IN):583.42

I.E.(IN2):584.43

STA:1+53.69

X: 5348383.26 Y: 3854556.48

MH-5

RIM:588.50

I.E.(OUT):583.99

I.E.(IN):584.09

STA:1+14.29

X: 5348361.89 Y: 3854672.80

RIM:580.5

I.E.(OUT):576.06

I.E.(IN):576.16

STA:0+44.55

X: 5348677.57 Y: 3854612.04

EX MH-1

RIM:586.94

I.E.(OUT):582.30

I.E.(IN):582.40

EX. INV: 582.51

STA:0+00

W W

SAN

F.V.EXIST.

LOCATION

TO CONNECT

INTO REC

HALL

WAT

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

AREA B CIVIL UTILITIES PLAN

15 60

900SCALE 1" = 30'-0"

Area B Civil Utilities plan C102

O U

G H

R O

CIVIL UTILITY KEYNOTES:

CIVIL UTILITY NOTES:

CIVIL UTILITY LEGEND

PROPOSED SANITARY

SEWER MANHOLE- SEE

DETAIL H/C2.0 & I/C2.0

PROPOSED GRAVITY

SANITARY SEWER PIPE

PROPOSED SANITARY

SEWER CLEANOUT- SEE

MEP PLANS

SAN

PROPOSED 4"GRAVITY

SANITARY SEWER

LATERAL MIN 1% SLOPE

PROPOSED POTABLE

WATER LINE

PROPOSED WATER

VALVE

PROPOSED 1"WATER

SERVICE LINE

1512 TYP.

12 TYP.

TYP.

FM PROPOSED 3"

SANITARY FORCE MAIN

1. 8 INCH GRAVITY SEWER LINE PVC SDR-35. SEE DETAIL A/C300

2. 4 INCH SEWER LATERAL, PVC SDR-35. SEE DETAIL A/C300 MAINTAIN MINIMUM 1% SLOPE

3. LIGHT POLE TO BE REMOVED AND REPLACED

4. NEW SANITARY SEWER CLEANOUT AT INDIVIDUAL CAMPSITE, SEE DETAIL E/C300.

5. SANITARY SEWER CLEAN OUT. SEE DETAIL B/C300

6. SANITARY SEWER MANHOLE. SEE DETAIL C/C300

7. CONNECT SANITARY SERVICE LINE TO EXISTING MANHOLES

EXISTING DUMP LINES SHALL BE JETTED AND POINT OF CONNECTION DETERMINED SO THAT THE NEW DUMP LINES CAN UTILIZE THE

SAME CONNECTION POINT.

9. NEW LIFT STATION, SEE DETAIL C500

10. CONNECT PROPOSED WATER LINE TO EXISTING LINE, FIELD VERIFY LOCATION AND CONDITION OF EXISTING WATER LINE AND

NOTIFY PROJECT CIVIL ENGINEER OF ANY CONFLICTS OR ISSUES WITH PROPOSED WORK.

11. EXISTING SANITARY LINE TO BE REPLACED

12. NEW 1 INCH, HDPE WATER LINE SERVICE TO NEW FROST FREE / LEAD FREE HYDRANT, TYPICAL AT ALL NEW AND EXISTING CAMPSITE LOCATIONS (161 CAMPSITES AND HYDRANTS / CONNECTIONS TOTAL). SEE DETAIL E/C400

13. EXISITNG MANHOLE TO BE REPLACED

14. NEW 2 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

15. NEW 2 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

16. NEW 6 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

17. NEW 6 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

18. REPLACE EXISTING FIRE HYDRANT. SEE DETAIL F/C400

19. CONNECT BATH HOUSE SERVICE LINE TO NEW WATER LINE.

20. NEW 2 INCH, DIMJ GATE VALVE BLOW OFF ASSEMBLY. SEE DETAIL G/C400

21. VERIFY EXISTING PIPE LAYOUT. CONNECTION FOR NEW 6 INCH LINE TO BE MADE WHERE EXISTING 6 INCH LINE IS. THE 6 INCH LINE SERVING THE ROCK QUARRY METER MUST REMAIN ACTIVE DURING CONSTRUCTION. REFER TO GENERAL NOTE P.

22. POWER AND CONTROLS TO EXTEND FROM ELEVATED PEDESTAL TO LIFT STATION. DISTANCE IS APPROXIMATELY 120 FEET.

COORDINATE EXTENDED LENGTH OF WIRES WITH LIFT STATION SUPPLIER. WIRES SHALL BE IN BURIED CONDUIT.

THE INFORMATION SHOWN THEREON. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.

VERIFYING ALL ACTUAL LOCATIONS.

C. UNLESS OTHERWISE INDICATED TO BE REMOVED, ALL ITEMS REMAINING WITHIN THE LIMIT OF CONTRACT ARE TO REMAIN AND BE

PROTECTED FROM DAMAGE DURING CONSTRUCTION.

D. THE CONTRACTOR SHALL MAINTAIN UTILITY SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

E. REFER TO SPECIFICATION / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

F. ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO MATCH PROPOSED FINISHED GRADES.

G. FOR PROPOSED UTILITY STRUCTURES, INVERT ELEVATIONS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED FOR EXISTING STRUCTURES. FIELD VERIFY ELEVATIONS PRIOR TO INSTALLATION OF UTILITY STRUCTURES.

H. FOR PROPOSED UTILITY PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE FIELD VERIFIED.

I. PROVIDE THRUST BLOCKS AT ALL BENDS AND TEES IN WATER LINE. REFER TO DETAIL C/C2.0. ALL FITTINGS OR PRESSURIZED

LINES TO BE MJDI UNLESS OTHERWISE NOTED.

K. ALL ITEMS ON THIS SHEET REQUIRING POWER SHALL BE SUPPLIED POWER BY THE CONTRACTOR REGARDLESS OF THEIR

INCLUSION IN MEP PORTION OF THE PLANS.

DOCUMENTS.

M. ANY EXISTING BRICK SANITARY OR STORM MANHOLES THAT ARE TO BE CONNECTED TO SHALL BE REPLACED WITH A

PROPOSED CONCRETE MANHOLE

N. ALL EXISTING OR PROPOSED WATERLINES CROSSING SANITARY SEWER LINES SHALL BE ENCASED IN LOW STRENGTH CONCRETE

FOR A DISTANCE OF 10 FEET ON EITHER SIDE.

O. ALL SITES, 1-161 SHALL RECEIVE NEW LEAD FREE YARD HYDRANTS PER DETAIL.

WAT

**NOTE- WATER LINES AND ELECTRICAL LINES ARE

NOT TO BE TRENCHED UNDER EXISTING TREES.

COORDINATE STAKING FOR NEW LINES WITH

PARKS & ARCHITECT TO VERIFY ANY LINE

LOCATIONS INDICATED WHICH MAY BE UNDER

EXISTING TREE CANOPY.

MATCHLINE- AREA C

ATC

LIN

E- AR

EA A

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

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582582

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7 56

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76 78 80

75 157

164165166167

129 127 125

128130

BATH

HOUSE

MH-6

RIM:580.5

I.E.(OUT):576.06

I.E.(IN):576.16

STA:0+44.55

X: 5348677.57 Y: 3854612.04

FIELD VERIFY EXISTING

WATER LOCATION AT BATH

HOUSE

SAN

147 148 149

ALLOWANCE #1

SITE 139 SLIPPAGE REPAIRS.

REMOVE ASPHALT PAVEMENT

AND COORDINATE ACCESS /

REPAIRS WITH ALLOWANCE #1

CONTRACTOR, SEE SPECIAL

CONDITIONS

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

AREA C CIVIL UTILITIES PLAN

15 60

900SCALE 1" = 30'-0"

Area C Civil Utilities Plan C103

BOONESBORO QUARRY

CIVIL UTILITY KEYNOTES:

CIVIL UTILITY NOTES:

CIVIL UTILITY LEGEND

PROPOSED SANITARY

SEWER MANHOLE- SEE

DETAIL H/C2.0 & I/C2.0

PROPOSED GRAVITY

SANITARY SEWER PIPE

PROPOSED SANITARY

SEWER CLEANOUT- SEE

MEP PLANS

SAN

PROPOSED 4"GRAVITY

SANITARY SEWER

LATERAL MIN 1% SLOPE

PROPOSED POTABLE

WATER LINE

PROPOSED WATER

VALVE

PROPOSED 1"WATER

SERVICE LINE

12 TYP.

TYP.

12 TYP.

TYP.

FM PROPOSED 3"

SANITARY FORCE MAIN

1. 8 INCH GRAVITY SEWER LINE PVC SDR-35. SEE DETAIL A/C300

2. 4 INCH SEWER LATERAL, PVC SDR-35. SEE DETAIL A/C300 MAINTAIN MINIMUM 1%

SLOPE

3. LIGHT POLE TO BE REMOVED AND REPLACED

4. NEW SANITARY SEWER CLEANOUT AT INDIVIDUAL CAMPSITE, SEE DETAIL E/C300.

5. SANITARY SEWER CLEAN OUT. SEE DETAIL B/C300

6. SANITARY SEWER MANHOLE. SEE DETAIL C/C300

7. CONNECT SANITARY SERVICE LINE TO EXISTING MANHOLES

8. RELOCATED SANITARY DUMP STATION, SEE DETAIL C301. THE DUMP LINES SALL BE

INSTALLED BELOW FROST DEPTH AN MAINTAIN A 1% SLOPE. EXISTING DUMP LINES ARE

CLOGGED DUE TO FLOODING AND WERE UNABLE TO BE CAMERA INSPECTED. EXISTING

DUMP LINES SHALL BE JETTED AND POINT OF CONNECTION DETERMINED SO THAT THE

NEW DUMP LINES CAN UTILIZE THE SAME CONNECTION POINT.

9. NEW LIFT STATION, SEE DETAIL C500

10. CONNECT PROPOSED WATER LINE TO EXISTING LINE, FIELD VERIFY LOCATION AND

CONDITION OF EXISTING WATER LINE AND NOTIFY PROJECT CIVIL ENGINEER OF ANY

CONFLICTS OR ISSUES WITH PROPOSED WORK.

11. EXISTING SANITARY LINE TO BE REPLACED

12. NEW 1 INCH, HDPE WATER LINE SERVICE TO NEW FROST FREE / LEAD FREE HYDRANT,

TYPICAL AT ALL NEW AND EXISTING CAMPSITE LOCATIONS (161 CAMPSITES AND

HYDRANTS / CONNECTIONS TOTAL). SEE DETAIL E/C400

13. EXISITNG MANHOLE TO BE REPLACED

14. NEW 2 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

15. NEW 2 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

16. NEW 6 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

17. NEW 6 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

18. REPLACE EXISTING FIRE HYDRANT. SEE DETAIL F/C400

19. CONNECT BATH HOUSE SERVICE LINE TO NEW WATER LINE.

20. NEW 2 INCH, DIMJ GATE VALVE BLOW OFF ASSEMBLY. SEE DETAIL G/C400

21. VERIFY EXISTING PIPE LAYOUT. CONNECTION FOR NEW 6 INCH LINE TO BE MADE WHERE

EXISTING 6 INCH LINE IS. THE 6 INCH LINE SERVING THE ROCK QUARRY METER MUST

REMAIN ACTIVE DURING CONSTRUCTION. REFER TO GENERAL NOTE P.

22. POWER AND CONTROLS TO EXTEND FROM ELEVATED PEDESTAL TO LIFT STATION.

DISTANCE IS APPROXIMATELY 120 FEET. COORDINATE EXTENDED LENGTH OF WIRES

WITH LIFT STATION SUPPLIER. WIRES SHALL BE IN BURIED CONDUIT.

THE INFORMATION SHOWN THEREON. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.

VERIFYING ALL ACTUAL LOCATIONS.

C. UNLESS OTHERWISE INDICATED TO BE REMOVED, ALL ITEMS REMAINING WITHIN THE LIMIT OF CONTRACT ARE TO REMAIN AND BE

PROTECTED FROM DAMAGE DURING CONSTRUCTION.

D. THE CONTRACTOR SHALL MAINTAIN UTILITY SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

E. REFER TO SPECIFICATION / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

F. ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO MATCH PROPOSED FINISHED GRADES.

G. FOR PROPOSED UTILITY STRUCTURES, INVERT ELEVATIONS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED FOR EXISTING STRUCTURES. FIELD VERIFY ELEVATIONS PRIOR TO INSTALLATION OF UTILITY STRUCTURES.

H. FOR PROPOSED UTILITY PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE FIELD VERIFIED.

I. PROVIDE THRUST BLOCKS AT ALL BENDS AND TEES IN WATER LINE. REFER TO DETAIL C/C2.0. ALL FITTINGS OR PRESSURIZED

LINES TO BE MJDI UNLESS OTHERWISE NOTED.

K. ALL ITEMS ON THIS SHEET REQUIRING POWER SHALL BE SUPPLIED POWER BY THE CONTRACTOR REGARDLESS OF THEIR

INCLUSION IN MEP PORTION OF THE PLANS.

DOCUMENTS.

M. ANY EXISTING BRICK SANITARY OR STORM MANHOLES THAT ARE TO BE CONNECTED TO SHALL BE REPLACED WITH A

PROPOSED CONCRETE MANHOLE

N. ALL EXISTING OR PROPOSED WATERLINES CROSSING SANITARY SEWER LINES SHALL BE ENCASED IN LOW STRENGTH CONCRETE

FOR A DISTANCE OF 10 FEET ON EITHER SIDE.

O. ALL SITES, 1-161 SHALL RECEIVE NEW LEAD FREE YARD HYDRANTS PER DETAIL.

WAT

**NOTE- WATER LINES AND ELECTRICAL LINES ARE

NOT TO BE TRENCHED UNDER EXISTING TREES.

COORDINATE STAKING FOR NEW LINES WITH

PARKS & ARCHITECT TO VERIFY ANY LINE

LOCATIONS INDICATED WHICH MAY BE UNDER

EXISTING TREE CANOPY.

MATCHLINE - AREA D

MATCHLINE - AREA B

ATC

LIN

E - AR

EA A

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

580 580

7 56

566 56

X X

(e x)

PPOHE(ex)C

564 565

579 580

583 583

SD(ex

OHE(ex)

X X X X X X

X X

SAN

FMFMFMFMFMFM

WAT

W W

WW W W W W W W W W W

W W

160158

SAN

X X

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

CIVIL UTILITIES PLAN

15 60

900SCALE 1" = 30'-0"

Area D Waterline Replacement C104

CIVIL UTILITY KEYNOTES:

CIVIL UTILITY NOTES:

CIVIL UTILITY LEGEND

PROPOSED SANITARY

SEWER MANHOLE- SEE

DETAIL H/C2.0 & I/C2.0

PROPOSED GRAVITY

SANITARY SEWER PIPE

PROPOSED SANITARY

SEWER CLEANOUT- SEE

MEP PLANS

SAN

PROPOSED 4"GRAVITY

SANITARY SEWER

LATERAL MIN 1% SLOPE

PROPOSED POTABLE

WATER LINE

PROPOSED WATER

VALVE

PROPOSED 1"WATER

SERVICE LINE

FM PROPOSED 3"

SANITARY FORCE MAIN

1. 8 INCH GRAVITY SEWER LINE PVC SDR-35. SEE DETAIL A/C300

2. 4 INCH SEWER LATERAL, PVC SDR-35. SEE DETAIL A/C300 MAINTAIN MINIMUM 1% SLOPE

3. LIGHT POLE TO BE REMOVED AND REPLACED

4. NEW SANITARY SEWER CLEANOUT AT INDIVIDUAL CAMPSITE, SEE DETAIL E/C300.

5. SANITARY SEWER CLEAN OUT. SEE DETAIL B/C300

6. SANITARY SEWER MANHOLE. SEE DETAIL C/C300

7. CONNECT SANITARY SERVICE LINE TO EXISTING MANHOLES

8. RELOCATED SANITARY DUMP STATION, SEE DETAIL C301. THE DUMP LINES SALL BE INSTALLED BELOW FROST DEPTH AN MAINTAIN A 1% SLOPE. EXISTING DUMP LINES ARE CLOGGED DUE TO FLOODING AND WERE UNABLE TO BE CAMERA INSPECTED. EXISTING DUMP LINES SHALL BE JETTED AND POINT OF CONNECTION DETERMINED SO THAT THE NEW DUMP LINES CAN UTILIZE THE SAME CONNECTION POINT.

9. NEW LIFT STATION, SEE DETAIL C500

10. CONNECT PROPOSED WATER LINE TO EXISTING LINE, FIELD VERIFY LOCATION AND CONDITION OF EXISTING WATER LINE AND NOTIFY PROJECT CIVIL ENGINEER OF ANY CONFLICTS OR ISSUES WITH PROPOSED WORK.

11. EXISTING SANITARY LINE TO BE REPLACED

12. NEW 1 INCH, HDPE WATER LINE SERVICE TO NEW FROST FREE / LEAD FREE HYDRANT, TYPICAL AT ALL NEW AND EXISTING CAMPSITE LOCATIONS (161 CAMPSITES AND HYDRANTS / CONNECTIONS TOTAL). SEE DETAIL E/C400

13. EXISITNG MANHOLE TO BE REPLACED

14. NEW 2 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

15. NEW 2 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

16. NEW 6 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

17. NEW 6 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

18. REPLACE EXISTING FIRE HYDRANT. SEE DETAIL F/C400

19. CONNECT BATH HOUSE SERVICE LINE TO NEW WATER LINE.

20. NEW 2 INCH, DIMJ GATE VALVE BLOW OFF ASSEMBLY. SEE DETAIL G/C400

21. VERIFY EXISTING PIPE LAYOUT. CONNECTION FOR NEW 6 INCH LINE TO BE MADE WHERE EXISTING 6 INCH LINE IS. THE 6 INCH LINE SERVING THE ROCK QUARRY METER MUST REMAIN ACTIVE DURING CONSTRUCTION.

REFER TO GENERAL NOTE P.

22. POWER AND CONTROLS TO EXTEND FROM ELEVATED PEDESTAL TO LIFT STATION. DISTANCE IS APPROXIMATELY 120 FEET. COORDINATE EXTENDED LENGTH OF WIRES WITH LIFT STATION SUPPLIER. WIRES

SHALL BE IN BURIED CONDUIT.

INFORMATION SHOWN.

B. THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION; THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL LOCATIONS.

C. UNLESS OTHERWISE INDICATED TO BE REMOVED, ALL ITEMS REMAINING WITHIN THE LIMIT OF CONTRACT ARE TO

REMAIN AND BE PROTECTED FROM DAMAGE DURING CONSTRUCTION.

D. THE CONTRACTOR SHALL MAINTAIN UTILITY SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

E. REFER TO SPECIFICATION / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

F. ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO MATCH PROPOSED FINISHED GRADES.

G. FOR PROPOSED UTILITY STRUCTURES, INVERT ELEVATIONS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED FOR EXISTING STRUCTURES. FIELD VERIFY ELEVATIONS PRIOR TO INSTALLATION OF UTILITY

STRUCTURES.

H. FOR PROPOSED UTILITY PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE FIELD VERIFIED.

I. PROVIDE THRUST BLOCKS AT ALL BENDS AND TEES IN WATER LINE. REFER TO DETAIL C/C2.0. ALL FITTINGS OR

PRESSURIZED LINES TO BE MJDI UNLESS OTHERWISE NOTED.

UTILITY INSTALLATIONS BEGINNING.

K. ALL ITEMS ON THIS SHEET REQUIRING POWER SHALL BE SUPPLIED POWER BY THE CONTRACTOR REGARDLESS

OF THEIR INCLUSION IN MEP PORTION OF THE PLANS.

L. CONTRACTOR SHALL COORDINATE ALL UTILITY CROSSING AND IDENTIFY POTENTIAL CONFLICTS PRIOR TO BEGINNING INSTALLATION OF UTILITIES. ALL UTILITY LINE CROSSINGS SHALL BE INSTALLED PER UTILITY LINE

CROSSING DETAIL IN THESE DOCUMENTS.

M. ANY EXISTING BRICK SANITARY OR STORM MANHOLES THAT ARE TO BE CONNECTED TO SHALL BE REPLACED

WITH A PROPOSED CONCRETE MANHOLE

N. ALL EXISTING OR PROPOSED WATERLINES CROSSING SANITARY SEWER LINES SHALL BE ENCASED IN LOW

STRENGTH CONCRETE FOR A DISTANCE OF 10 FEET ON EITHER SIDE.

O. ALL SITES, 1-161 SHALL RECEIVE NEW LEAD FREE YARD HYDRANTS PER DETAIL.

WAT

MATCHLINE - AREA A

**NOTE- WATER LINES AND ELECTRICAL LINES ARE

NOT TO BE TRENCHED UNDER EXISTING TREES.

COORDINATE STAKING FOR NEW LINES WITH

PARKS & ARCHITECT TO VERIFY ANY LINE

LOCATIONS INDICATED WHICH MAY BE UNDER

EXISTING TREE CANOPY.

MATCHLINE - AREA C

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

560 561 562

565 56

574575

578 57

X X X X

OHE(ex)

OHE

(e x)

OHE

(e x)

OHE

(e x)

OHE(e x)

OHE(ex)

SS(ex)

(e x)

BM-4

BM-5

BM-6

SAN

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

AREA F CIVIL UTILITIES PLAN

15 60

900SCALE 1" = 30'-0"

Area F Sanitary Sewer Repairs C105

CIVIL UTILITY KEYNOTES:

CIVIL UTILITY NOTES:

CIVIL UTILITY LEGEND

PROPOSED SANITARY

SEWER MANHOLE- SEE

DETAIL H/C2.0 & I/C2.0

PROPOSED GRAVITY

SANITARY SEWER PIPE

PROPOSED SANITARY

SEWER CLEANOUT- SEE

MEP PLANS

SAN

PROPOSED 4"GRAVITY

SANITARY SEWER

LATERAL MIN 1% SLOPE

PROPOSED POTABLE

WATER LINE

PROPOSED WATER

VALVE

PROPOSED 1"WATER

SERVICE LINE

FM PROPOSED 3"

SANITARY FORCE MAIN

1. 8 INCH GRAVITY SEWER LINE PVC SDR-35. SEE DETAIL A/C300

2. 4 INCH SEWER LATERAL, PVC SDR-35. SEE DETAIL A/C300 MAINTAIN MINIMUM 1%

SLOPE

3. LIGHT POLE TO BE REMOVED AND REPLACED

4. NEW SANITARY SEWER CLEANOUT AT INDIVIDUAL CAMPSITE, SEE DETAIL E/C300.

5. SANITARY SEWER CLEAN OUT. SEE DETAIL B/C300

6. SANITARY SEWER MANHOLE. SEE DETAIL C/C300

7. CONNECT SANITARY SERVICE LINE TO EXISTING MANHOLES

8. RELOCATED SANITARY DUMP STATION, SEE DETAIL C301. THE DUMP LINES SALL BE

INSTALLED BELOW FROST DEPTH AN MAINTAIN A 1% SLOPE. EXISTING DUMP LINES ARE

CLOGGED DUE TO FLOODING AND WERE UNABLE TO BE CAMERA INSPECTED. EXISTING

DUMP LINES SHALL BE JETTED AND POINT OF CONNECTION DETERMINED SO THAT THE

NEW DUMP LINES CAN UTILIZE THE SAME CONNECTION POINT.

9. NEW LIFT STATION, SEE DETAIL C500

10. CONNECT PROPOSED WATER LINE TO EXISTING LINE, FIELD VERIFY LOCATION AND

CONDITION OF EXISTING WATER LINE AND NOTIFY PROJECT CIVIL ENGINEER OF ANY

CONFLICTS OR ISSUES WITH PROPOSED WORK.

11. EXISTING SANITARY LINE TO BE REPLACED

12. NEW 1 INCH, HDPE WATER LINE SERVICE TO NEW FROST FREE / LEAD FREE HYDRANT,

TYPICAL AT ALL NEW AND EXISTING CAMPSITE LOCATIONS (161 CAMPSITES AND

HYDRANTS / CONNECTIONS TOTAL). SEE DETAIL E/C400

13. EXISITNG MANHOLE TO BE REPLACED

14. NEW 2 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

15. NEW 2 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

16. NEW 6 INCH, HDPE SDR-11 WATER LINE. SEE DETAIL A/C400

17. NEW 6 INCH, DIMJ GATE VALVE. SEE DETAIL B/C400

18. REPLACE EXISTING FIRE HYDRANT. SEE DETAIL F/C400

19. CONNECT BATH HOUSE SERVICE LINE TO NEW WATER LINE.

20. NEW 2 INCH, DIMJ GATE VALVE BLOW OFF ASSEMBLY. SEE DETAIL G/C400

21. VERIFY EXISTING PIPE LAYOUT. CONNECTION FOR NEW 6 INCH LINE TO BE MADE WHERE

EXISTING 6 INCH LINE IS. THE 6 INCH LINE SERVING THE ROCK QUARRY METER MUST

REMAIN ACTIVE DURING CONSTRUCTION. REFER TO GENERAL NOTE P.

22. POWER AND CONTROLS TO EXTEND FROM ELEVATED PEDESTAL TO LIFT STATION.

DISTANCE IS APPROXIMATELY 120 FEET. COORDINATE EXTENDED LENGTH OF WIRES

WITH LIFT STATION SUPPLIER. WIRES SHALL BE IN BURIED CONDUIT.

THE INFORMATION SHOWN THEREON. CONTRACTOR TO VERIFY ALL INFORMATION SHOWN.

VERIFYING ALL ACTUAL LOCATIONS.

C. UNLESS OTHERWISE INDICATED TO BE REMOVED, ALL ITEMS REMAINING WITHIN THE LIMIT OF CONTRACT ARE TO REMAIN AND BE

PROTECTED FROM DAMAGE DURING CONSTRUCTION.

D. THE CONTRACTOR SHALL MAINTAIN UTILITY SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

E. REFER TO SPECIFICATION / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

F. ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO MATCH PROPOSED FINISHED GRADES.

G. FOR PROPOSED UTILITY STRUCTURES, INVERT ELEVATIONS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED FOR EXISTING STRUCTURES. FIELD VERIFY ELEVATIONS PRIOR TO INSTALLATION OF UTILITY STRUCTURES.

H. FOR PROPOSED UTILITY PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE FIELD VERIFIED.

I. PROVIDE THRUST BLOCKS AT ALL BENDS AND TEES IN WATER LINE. REFER TO DETAIL C/C2.0. ALL FITTINGS OR PRESSURIZED

LINES TO BE MJDI UNLESS OTHERWISE NOTED.

K. ALL ITEMS ON THIS SHEET REQUIRING POWER SHALL BE SUPPLIED POWER BY THE CONTRACTOR REGARDLESS OF THEIR

INCLUSION IN MEP PORTION OF THE PLANS.

DOCUMENTS.

M. ANY EXISTING BRICK SANITARY OR STORM MANHOLES THAT ARE TO BE CONNECTED TO SHALL BE REPLACED WITH A

PROPOSED CONCRETE MANHOLE

N. ALL EXISTING OR PROPOSED WATERLINES CROSSING SANITARY SEWER LINES SHALL BE ENCASED IN LOW STRENGTH CONCRETE

FOR A DISTANCE OF 10 FEET ON EITHER SIDE.

O. ALL SITES, 1-161 SHALL RECEIVE NEW LEAD FREE YARD HYDRANTS PER DETAIL.

WAT

**NOTE- WATER LINES AND ELECTRICAL LINES ARE

NOT TO BE TRENCHED UNDER EXISTING TREES.

COORDINATE STAKING FOR NEW LINES WITH

PARKS & ARCHITECT TO VERIFY ANY LINE

LOCATIONS INDICATED WHICH MAY BE UNDER

EXISTING TREE CANOPY.

MATCHLINE - AREA D

ATCHLINE - AREA E

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

Sanitary 1

Horizontal Scale = 1:50 Vertical Scale = 1:5

Sanitary 2

Horizontal Scale = 1:50 Vertical Scale = 1:5

MH-1

RIM:594.5

I.E.(OUT):589.83

I.E.(IN):

STA:6+88.88

X: 5348637.65 Y: 3854096.99

MH-2

RIM:591

I.E.(OUT):586.41

I.E.(IN):586.51

STA:4+29.21

X: 5348547.57 Y: 3854340.54

MH-3

RIM:594

I.E.(OUT):585.18

I.E.(IN):585.28

STA:2+36.61

X: 5348414.44 Y: 3854479.54

MH-4

RIM:592.5

I.E.(OUT):583.32

I.E.(IN):583.42

I.E.(IN2):584.43

STA:1+53.69

X: 5348383.26 Y: 3854556.48

CONNECTION

EX MH-1

RIM:586.94

I.E.(OUT):582.30

I.E.(IN):582.40

EX. INV: 582.51

STA:0+00

MH-8

RIM:588.5

I.E.(OUT):583.73

I.E.(IN):583.83

STA:5+05.52

X: 5348747.05 Y: 3854154.11

MH-7

RIM:582

I.E.(OUT):577.07

I.E.(IN):577.17

STA:1+92.35

X: 5348700.20 Y: 3854463.81

MH-6

RIM:580.5

I.E.(OUT):576.06

I.E.(IN):576.16

STA:0+44.55

X: 5348677.57 Y: 3854612.04

Ex MH-2

RIM:579.87

I.E.(OUT):575.75

I.E.(IN):575.85

STA:0+00

8" SDR-35 44.56' @ 0.50%

8" SDR-35 149.72' @ 0.60%

8" SDR-35 313.22' @ 2.09%

8" SDR-35 153.76' @ 0.66%

8" SDR-35 82.99' @ 0.9%

8" SDR-35 192.53' @ 0.58%

8" SDR-35 259.67' @ 1.28%

12" RCP STORMLINE

CROSSINGS

12" RCP STORMLINE

CROSSINGS

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

Sanitary Profiles C200

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

OFFSITE (NON CAMPGROUND) GRAVITY SEWER

Horizontal Scale = 1 :50 Vertical Scale = 1 :5

12" VCP 291.01' @ 0.0013%

TO BE REPLACED

12" VCP 288.67'' @ 0.00813%

12" VCP 246.69' @ 0.00695%

12" VCP 273.84'' @ 0.00813%

Ex MH-1

RIM:582.37

I.E.(OUT):570.35

I.E.(IN):570.45

TO BE

REPLACED

Ex MH-2

RIM:582.08

I.E.(OUT):571.65

I.E.(IN):571.75

TO BE REPLACED

Ex MH-3

RIM:580.85

I.E.(OUT):572.90

I.E.(IN):573.00

TO BE

REPLACED

Ex MH-4

APPROX RIM:580.00

APPROX I.E.(OUT):575.13

APPROX I.E.(IN):575.03

TO BE REPLACED

Ex MH-5

RIM:583.14

I.E.(OUT):576.64

I.E.(IN):576.74

TO BE REPLACED

GROUND IS

APPROXIMATED

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

Sanitary Profiles C201

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

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

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

RAF / RDM

RAF / RDM / CP

670-CC1F-FB24-00

03/31/2026

RTA

DECA REVIEWED

FOR INTENT ONLY

Fort Boonesborough State Park Campground Renovation Parks - CO - Campgrounds East - East - Parks

03/31/2026

NOTE: PLANS SHEETS ARE INTENDED TO

BE VIEWED IN COLOR; IF COLOR DOES

NOT APPEAR ON PLAN SHEETS, SOME

INFORMATION MAY NOT BE INDICATED

Sanitary Sewer Details C300

SANITARY SEWER PIPE BEDDING IN ROCK OR SOIL

N.T.S.

ZONE 1

NOTES:

1. COVER, UP TO AND INCLUDING ZONE 4 SHALL BE ESTABLISHED

BEFORE TRENCH EXCAVATION.

2. ALL SANITARY SEWER LINES CONSTRUCTED FROM

NON-METALLIC MATERIALS SHALL HAVE MAGNETIC MARKER

TAPE INSTALLED IN THE TRENCH ABOVE THE SANITARY SEWER

LINE.

3. MAGNETIC MARKER TAPE FOR SANITARY SEWER ONLY.

PIPE LAID IN ROCK OR

SOIL TRENCH

STANDARD CONCRETE ENCASEMENT

(NOTE: AS REQUIRED BY DESIGN)

ZONE 4

ZONE 5

MAGNETIC MARKER TAPE

ZONE 4

ZONE 5

CONTRACTOR TO PROVIDE

ADEQUATE MEANS TO

PREVENT FLOATING OF PIPE

WHEN INSTALLING CRADLE

PRECAST CONCRETE BLOCK

OR BRICK BEHIND EACH

BELL NOT TO EXCEED 6'

SPACING.

CONCRETE CLASS "A"

6" MIN.

12" MAX.

6" MIN.

12" MAX.

6" M

PIPE BACKFILL DESCRIPTIONS

NO. 9 STONE

ZONE 2

ZONE 3

ZONE 4

ZONE 5

NO. 9 OR NO. 57 STONE

COMPACTED DGA

CONSOLIDATED SOIL, (NO ROCK

GREATER THAN 6" DIAMETER), NO.

9, OR NO. 57 STONE

12" MAX TOPSOIL.

NO ROCK ALLOWED.

ZONE 1

6" M

8" M

6" MIN.

12" MAX.

6" MIN.

12" MAX.

CAMPSITE SANITARY DUMPING STATION

SANITARY SEWER MANHOLE FRAME & COVER

EN.T.S.

NOTES:

1. MANHOLE FRAME & LID ASSEMBLY

SHALL HAVE A MINIMUM LID WEIGHT

OF 120 LBS. AND A TOTAL MINIMUM

FRAME & LID WEIGHT OF 305 LBS.

WITH ALL STEEL IN ACCORDANCE

WITH ASTM A-48 CLASS 35 SPEC.

1 1 2"

4"21" MIN. DIAM.

36" +-

11 12 " R

12 1 2"

SANITARY

SEWER

SET FRAME CASTING IN FULL MORTAR BED, FOR

WATERTIGHT MANHOLE FRAME AND LID - SEE APPLICABLE

STANDARD DRAWING

MACHINED

SEATING

EDGES

FRAME DETAIL

COVER DETAIL

25" 23" 21"

22 34"

1 1 2"

4" 112"

114"

3" 3"

1"3 8" 1

8"1"

1" 1"

SANITARY SEWER CLEANOUT DETAIL

N.T.S.

TO BUILDING

FINISHED GRADE

6" CAST IRON SOIL RISER PIPE

FROM BUILDING

REDUCER IF REQUIRED

1'-0"

1' -0

C O

V E R

*IN BITUMINOUS PAVEMENT

SHALL BE 3'-0" SQUARE.

SEE PLAN FOR

CONTINUATION

REFER TO PLAN FOR

CONTINUATION & SIZE

1" CHAMFER WHEN LOCATED IN

AREAS OTHER THAN CONCRETE

OR BITUMINOUS PAVEMENT

#3 BARS AT 8"

O. C. EACH WAY

CAST IRON CLEAN OUT PLUG

WITH THREADED FERRULE.

1'-0"

1' -0

ADDIT. REQUIREMENTS.

1. SEE SPECS. FOR

NOTE:

IN LAWN AREA PROVIDE

SMOOTH TROWELED FINISH

CONCRETE COLLAR -

GRANULAR BASE

ADDIT. REQUIREMENTS.

SEE SPECS. FOR

COMPACTED SUBGRADE

PIPE BEDDING

DN.T.S.

SANITARY SEWER MANHOLE FOR PIPES UP TO 24"

SLO

MANHOLE BASE MAY BE EITHER

ROUND OR SQUARE

NO. 9 STONE

BEDDING

NO. 9 STONE

BEDDING

SECTION B-B

NOTES:

1. ALL BARREL JOINTS BETWEEN BASE AND BARREL, BETWEEN

BARREL AND TOP, BETWEEN TOP AND ADJUSTING RINGS,

BETWEEN ADJUSTING RINGS AND FRAME SHALL HAVE ONE

OUTER MASTIC SEAL AND AN INNER SEAL OF NONSHRINK

GROUT.

2. COAT OUTSIDE OF ADJUSTING RINGS WITH SEMIFIBRATED

ASPHALT DAMPROOFING COMPOUND APPLIED BY BRUSH OR

SPRAY.

3. WATER STOPS SHOULD BE PROVIDED FOR INLETS AND

OUTLETS OF EVERY MANHOLE, DESIGNED FOR TYPE OF PIPE

USED AND WITH EXPANSIVE GROUT. SEE STD DWG 213 FOR

WATER STOP DETAIL.

4. NO REINFORCEMENT NEEDED IN BOTTOM SLAB AT DEPTHS UP

TO 12'. AT DEPTHS GREATER THAN 12' REINFORCE WITH NO. 4

BARS - 12" C-C.

5. A DIFFERENCE OF FLOW ELEVATION MORE THAN 24" REQUIRES

AND OUTSIDE DROP. (SEE STD. DWG. 212)

6. MANHOLE STEPS SHALL BE ALIGNED WITH STRAIGHT SIDE OF

CONCENTRIC CONE SECTION, AND ALIGNED OVER THE OUTLET

PIPE.

7. PIPES SHALL NOT ENTER THE CONE SECTION.

8. MANHOLES MUST PASS VACUUM TEST PER ASTM C-1244 PRIOR

TO ACCEPTANCE.

NO. 9 STONE

BEDDING

NO. 9 STONE

BEDDING

4'-0" & 5'-0" 5" FOR 4'-0" MANHOLE

6" FOR 5'-0" MANHOLE

MANHOLE STEPS

(SEE STD

DWG 103)

SET FRAME CASTING IN

FULL MASTIC BED; FOR

WATERTIGHT FRAME & LID

- SEE APPLICABLE

STANDARD DRAWING

PROVIDE COLLAR

OF 6" FOR FUTURE

ADJUSTMENT

PRECAST

CONCRETE RINGS

GRADE

2'-0"

3' -0

V A R

B B

CONCENTRIC CONICAL

BARREL SECTION

USE STRAIGHT SECTION IF

MANHOLE IS 60" OR LESS

IN DEPTH

PRECAST CONCRETE

BARREL

2" M

MIN.

SECTION A-A

SLO

1 8"

FOOT OPERATED 4" SANITARY HATCH

COATED DUCTILE IRON BODY WITH CAST ZINC CAP

CAP TO SIT UP FROM CONCRETE AS NEEDED TO ALLOW MIN. 90d

OPENING OF CAP

4" CONCRETE APRON AROUND HATCH.

SLOPE @ MIN. 1"/1' TOWARD HATCH

FROST DEPTH (24")

4" DIA SANITARY SEWER PIPE

6" DIA SANITARY SEWER PIPE

N.T.S.

INSTALL SANITARY HATCH TO ALLOW

FOR HATCH TO OPEN TO GREATER

THAN 90D

12" Cutback

12"

"X"12"

Cut and Squared Edges

"X" Cut Back

12"

"X"

Side of Trench

Min. 6" DGA Method "C"

Backfill

CONCRETE PAVEMENT REPLACEMENT BITUMINOUS PAVEMENT REPLACEMENT GRAVEL SURFACE REPLACEMENT

PAVEMENT REPLACEMENT DETAIL

FN.T.S.

Min. 6" Class "A" Conc. Reinforced with 6" x 6" No. 4 wire mesh.

Asphalt Surface CL 2 0.5D PG 64-22 of same thickness as existing pavement.

* KYTC

Encroachment Permit requirement Shall supercede Specifications hereon.

Min. 6" Compacted DGA

Side of Trench

Method "B" Backfill

Method "C" Backfill

Sawed joint or existing pavement

Min. 6" DGA

Side of Trench

6" Class "A" Conc.

Subslab Reinforced with 6" x 6" No. 4 wire mesh.

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

1' -6

2' 2'

REVISION HISTORY OF THIS DRAWING

DECA LOG #

ACCOUNT NO.

DRAWING NO.

DRAWN BY

COMMONWEALTH OF KENTUCKY

FINANCE AND…

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