Addendum No One.pdf

PDF 2 MB Posted Dec 12, 2024

Attached to: RFB-151-25 Campground Improvements Kenlake State Park
Solicitation number: RFB-785-2500000304-2
Issued by: Lincoln County, Kentucky

About this file

Written by GovTribe AI · Dec 13, 2024

This is Addendum No. 1 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration for campground improvements at Kenlake State Park in Benton, Kentucky (RFB-151-25). The addendum modifies specifications dated November 7, 2024, revising the substantial completion time to 270 calendar days and making several technical modifications including updates to wood patio decking specifications requiring color-matched torque head fasteners and double joists at decking butt-joint locations.

The addendum includes multiple drawing sheet updates affecting wood deck details, slab recess areas, lift station requirements, and electrical power connections to campsites. Key modifications include clarifications that all wood for decks shall be treated except for composite decking, addition of 1" slab recess under sinks, requirements for existing lift station operations during transition, and updates to electrical panel schedules. The document includes detailed foundation plans, electrical site plans, and panel schedules showing power distribution to various campground facilities including RV pedestals, restrooms, cabins, and lift stations.

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File	Type	Posted
Final_RFB_785_2500000304_1_SO_FORM.PDF	PDF	Dec 12, 2024
Final_RFB_785_2500000304_2_SO_FORM.PDF	PDF	Dec 12, 2024

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-151-25

FOR: Campground Improvements Kenlake State Park Department of Parks Benton, Kentucky

DATE: December 12, 2024

RFB-785-2500000304

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-151-25 For: Campground Improvements Kenlake State Park Department of Parks Benton, Kentucky

Kristi Sharp, Statewide Procurement Manager Division of Engineering and Contract Administration

Campground Renovation Parks – Campgrounds – Multi Park West Kenlake Campground Engineering File No. 670-CB58-CO54-04 C/S Project No. 2326D

RFB 151-25

2024.12.12

Addendum No. 01 _ The original specifications and drawings dated RTA 11/07/24 for the above referenced project are amended as noted in this Addendum.

Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Official Bid Document for RFB 151-25

SPECIFICATIONS

1) Section 10000 – Special Conditions: Revise the Substantial Completion time to 270 calendar days.

2) Section 06 15 33 Wood Patio Decking: Revise paragraph 2.7.2 as follows: For plastic decking used as a top rail on guardrails, use color-matched torque head fasteners.

3) Section 06 15 33 Wood Patio Decking: Add paragraph 3.4.E as follows: Provide double joists at all decking butt-joint locations. Alternate butt-joint location so no two butt-joints are adjacent to each other.

DRAWINGS

4) Sheet C202 – General wood deck details clarification item: All wood for the decks shall be treated wood as noted except the decking, which shall be composite as noted and specified.

5) Sheet C207 – General wood deck details clarification item: All wood for the decks shall be treated wood as noted except the decking, which shall be composite as noted and specified.

6) S201: Added 1” slab recess area under the sinks similar to the other restroom.

7) Sheet UD101 – Existing lift station located on site shall remain operational until new lift station is installed and operational. Upon lift station becoming operational, all existing power connections to existing lift station shall be removed in their entirety. All conduit, wire, boxes, etc. shall be removed back to the source.

8) Sheet U201 – Replace sheet with revised sheet. Add power to campsite as noted.

9) Sheet U203 – Replace sheet with revised sheet. Add power to campsite as noted.

10) Sheet U205 – Replace sheet with revised sheet. Add power to campsite as noted.

11) Sheet U501 – Replace sheet with revised sheet. Update panel schedules as noted.

W W

D D

64'-4 5/8"

15' - 3 5/8"41'-3"

(9 8'

F -1

1' - 3"

CIP1

8"5' - 11"

(9 8'

F -1

5' - 11"

CIP1

(9 8'

F -1

1' - 3"

(98' - 0")WF-1

1' - 3"

ML8A

(98' - 0")WF-1

CMU8

1' - 0 3/8"

(98' - 0")F4.0.12

(99' - 4")P24

ML1

(9 8'

F -1

CMU8

1' - 0 3/8"

/8 " (98' - 0")F4.0.12

(99' - 4")P24

ML8AML8A

CMU8

1' - 3"

(98' - 0")WF-1

(9 8'

F -1

(98' - 0")WF-1

8"1'

2' -5

-5

ML8A

(9 8'

F -1

(9 8'

F -1

M L

49' - 1" 15' - 3 5/8"

FIN. FL. EL.

100'-0"

FIN. FL. EL.

100'-0"

FIN. FL. EL.

100'-0"

FIN. FL. EL.

100'-0"

L E

RECESS SLAB 1" IN

SHADED AREAS

SHADED AREA REPRESENTS TRENCH

DRAIN - COORDINATE WITH ARCH'L AND

MEP DRAWINGS - TYP.

CMU8

(98' - 0")WF-1

NO SLAB - GRAVEL ONLY

RECESS SLAB 1" IN THESE AREAS

SHADED AREA REPRESENTS TRENCH DRAIN

COORDINATE WITH ARCH'L ADN MEP DRAWINGS - TYP.

S301

(SIM)

1. See plan legend for slab-on-grade construction. WWF shall be adequately supported by and tied to wire slab bolsters. The use of masonry blocks to support the WWF is prohibited

2. Provide control joints (and construction joints if needed) in the slab-on-grade per the typ. Slab-on-grade joint construction detail.

Control joints shall be located at column centerlines and spaced at 12’-0” maximum in between.

3. The footings have been designed for a net allowable soil bearing pressure of 1500psf. In areas subjected to frost, the footings shall bear a minimum of 24" below finished grade. The bearing stratum of all footings shall be inspected and approved by the geotechnical engineer prior to pouring concrete.

4. The information included in the geotechnical exploration report may be used by the contractor for his general information only.

The architect and structural engineer will not be responsible for the accuracy or applicability of such data therein.

5. For information on soil condition and special soil conditions on excavation, filling, and backfilling see the geotechnical exploration report. For conditions where engineered fill is required, placement and compaction shall be overseen by the testing laboratory.

6. Place footings in the same day excavations are opened. If this is not possible, adequately protect the exposed material in the bases of the footing excavations from any detrimental change in condition such as disturbance from rain or freezing. Prevent surface runoff from entering excavations.

7. Mechanical openings through concrete walls & slabs larger than 8 inches in diameter, not shown on the structural drawings, must be approved by the engineer. Openings 8 inches in diameter or less shall have at least 1 foot clear between openings unless approved by the engineer. Coordinate the installation of sleeves with the construction of formwork & installation of reinforcing steel.

8. All openings through concrete footings, concrete foundation walls, and CMU foundation walls not shown on plan must be coordinated and approved by S.E.O.R. Coordinate the installation of sleeves with the construction formwork and installation of reinforcing steel.

9. All column piers shall be centered beneath columns and poured monolithically with the foundation walls, unless noted otherwise.

10. All spread footings shall be centered beneath the columns. All continuous wall footings shall be centered beneath the walls.

11. All reinforcement anchorages and lap splices shall meet the requirements of ACI 318-11.

12. Field bending of reinforcement is prohibited.

13. All vertical reinforcement dowels in walls and piers shall be tied to the bottom reinforcement mat of the footings. "Floating" the dowels into place during concrete placement will not be permitted.

14. Vertical flush wall pilasters shall be constructed full height in all CMU walls adjacent to all wall openings and wall intersections including corner and tee intersections. Pilasters shall be 1’-4” in length and reinforced with (2)-#5 bars in each cell unless noted otherwise.

15. All ground level, non-loadbearing cmu walls shall bear on a thickened slab whether they are noted on plan or not. See the “thickened slab-on-grade at stair / non-bearing cmu wall” for required construction of the thickened slab.

FOUNDATION NOTESFOUNDATION NOTES

STRUCTURAL WALLS LEGEND

SW1 (X'-X")

MS#

STRUC. WALL & TAG

MS = METAL STUD

RE: SCHEDULE

WS = WOOD STUD

RE: SCHEDULE

# IN TAG IS

REPRESENTATIVE OF

NOMINAL SIZE

SW1 (X'-X")

RED HIDDEN LINE

INDICATES:

• SHEAR WALL WITH

SHEATHING ON ONE

SIDE

• LOCATION OF LINE DOES

NOT INDICATE SPECIFIC

SIDE FOR SHEATHING

• RE: SCHEDULE

RED HIDDEN LINE ON BOTH

SIDES INDICATES:

• SHEAR WALL WITH

SHEATHING ON BOTH

SIDES

• RE: SCHEDULE

SHEAR WALL TYPE & LENGTH

RE: SCHEDULE

RED DOT INDICATES

HOLD-DOWN @ END

OF SHEAR WALL

RE: SCHEDULEHEADER

HEADER OVER WALL

OPENING

RE: SCHEDULE

HEADER

CMU#

LINTEL TYPE

LL = LOOSE LINTEL

RE: SCHEDULE

ML = MASONRY LINTEL

RE: SCHEDULE

SL# = STEEL LINTEL

RE: SCHEDULE

CL# = CONCRETE

LINTEL

RE: SCHEDULE

STRUC. WALL & TAG

# IN TAG IS

REPRESENTATIVE OF

NOMINAL SIZE

RE: SCHEDULE

ICF#

STRUC. WALL & TAG

# IN TAG IS

REPRESENTATIVE OF

NOMINAL SIZE

RE: SCHEDULE

LINTEL

COLUMN & MARK

RE: SCHEDULE

WALL FOOTING

STEM WALL

SLAB EDGE

1'-0"

WALL FOOTING STEP & MARK

DIMENSION REPRESENTS STEP HEIGHT "D"

RE: TYP. STEPPED FOOTING DETAIL

STRUCTURAL WALL

RE: WALL TYPE SCHEDULE

PILASTER

RE: PLAN NOTES & WALL SCHEDULE

LINTEL OVER WALL OPENING

LINTEL TYPE DESIGNATION

LL = LOOSE LINTEL (RE: SCHEDULE)

ML = MASONRY LINTEL (RE: SCHEDULE)

SL# = STEEL LINTEL (RE: SCHEDULE)

WALL TYPE MARK

RE: SCHEDULE

PIER & MARK

RE: SCHEDULE

FOUNDATION & MARK

RE: SCHEDULE

GENERAL PLAN LEGEND SLAB-ON-GRADE CONSTRUCTION

6x6-W2.9xW2.9

CENTERED IN SLAB

(FLAT SHEETS ONLY)

CAST-IN-PLACE

CONCRETE SLAB

PLASTIC VAPOR

RETARDER

COMPACTED POROUS

AGGREGATE

COMPACTED SUBGRADE

4" 4"

WWW.CLOTFELTER-SAMOKAR.COM

REVISION HISTORY OF THIS DRAWING

DRAWING NO.

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWN BY

CHECKED BY

PHASE

RTA DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

DRAWING DATE

PARKS - CAMPGROUND - MULTI PARK WEST

KENLAKE CAMPGROUND

ADDENDUM 1 12/11/24

:1 :1

TWD

11/7/24

TWD

FOUNDATION PLAN

S201

2326F

RTA

SCALE: 3/8" = 1'-0"1

FOUNDATION PLAN

670-CB58-CO54-04

tdavies G:\PE Stamps\Orders\2024\138336 Davies KY-Eng\138336 Davies KY-Eng Final Model (1)

E PE P

EPEP

DP1

EPEP

EP EP

DP3-9,11

UGE

GFI

DP1-17

DP1-1,3

DP1-2,4

DP1-5,7

DP1-6,8

UGE

UGE UGE

UGEUG

UGE

UGE UGE

UGE

UGE UGE UGE UGE UGE UGE

UGE

U G

E U

G E

UGE

U G

E U

G E

U G

E U

G E

U G

EP EP

DP3-14,16

PARTIAL ENLARGED ELECTRICAL SITE PLAN

U201

REVISION HISTORY OF THIS DRAWING

PARKS - CAMPGROUNDS - MULTI PARK WEST

KENLAKE CAMPGROUND

DRAWING NO.10/01/2024

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

23629

RTA

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

670-CB58-CO54-06

11/07/2024

ADDENDUM 1.00 12/11/2024

NORTH

PROJECT

SCALE: 1" = 40'-0"

SITE UTILITY PLAN - KENLAKE STATE PARK

IT'S THE LAW

www.kentucky811.com

Kentucky 811 Know what's below.

Call before you dig.

Call 811 or 800-752-6007

BURIED UTILITIES NOTE

BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION

BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES

AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE

SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE

EXTREME CAUTION DURING EXCAVATION PROCEDURES AND

CONTACT KENTUCKY 811 @ 811 OR 1-800-752-6007 FOR EXACT

LOCATION OF BURIED UTILITIES PRIOR TO EXCAVATION OPERATIONS.

NOTICE

SEE CIVIL PLANS FOR SITE GRADING AND ELEVATIONS.

ELECTRICAL

CONSTRUCTION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

INSTALL DISTRIBUTION PANEL ON FREE-STANDING RACK ACCORDING TO 'FREE

STANDING RACK DETAIL'. COORDINATE PLACEMENT OF PANEL WITH EXISTING

CONDITIONS TO AVOID CONFLICT. REFER TO RISER DIAGRAM FOR FURTHER

REQUIREMENTS.

INSTALL RV PEDESTAL EQUAL TO HYPOWER ENERGYMATE ALONGSIDE WATER

AND SANITARY CONNECTIONS. RV PEDESTAL SHALL BE INSTALLED NO CLOSER

THAN SIX (6) FEET FROM NEAREST WATER CONNECTION. REFER TO 'RV

PEDESTAL DETAIL' FOR FURTHER REQUIREMENTS.

ROUTE (1) 3 INCH CONDUIT CONTAINING (3) #250MCM CU CONDUCTORS AND (1) #4

THWN CU GND FROM PANEL BOARD TO RV PEDESTAL TO BE INSTALLED. CONDUIT

SHALL BE ROUTED ALONG EXTERIOR OF CAMPSITES TO AVOID CONFLICT WITHIN

CAMPGROUND. CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE LUGS

WITHIN PEDESTAL FOR TERMINATION OF CABLING. CONDUIT AND WIRE SIZING

INCREASED DUE TO VOLTAGE DROP REQUIREMENTS.

ROUTE (1) 2-1/2 INCH CONDUIT CONTAINING (3) #4/0 THWN CU CONDUCTORS AND

(1) #6 THWN CU GND FROM PANEL BOARD TO RV PEDESTAL TO BE INSTALLED.

CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE LUGS WITHIN PEDESTAL

FOR TERMINATION OF CABLING. CONDUIT SHALL BE ROUTED ALONG EXTERIOR

OF CAMPSITES TO AVOID CONFLICT WITHIN CAMPGROUND. CONDUIT AND WIRE

SIZING INCREASED DUE TO VOLTAGE DROP REQUIREMENTS.

5 RECEPTACLE SHALL BE INSTALLED SURFACE MOUNTED ON FREE STANDING RACK

BELOW PANEL. COORDINATE PLACEMENT OF DEVICE TO AVOID CONFLICT.

ROUTE CONDUIT AND WIRING UNDERGROUND FROM SECONDARY COMPARTMENT

OF TRANSFORMER TO PANEL TO BE INSTALLED. REFER TO RISER DIAGRAM FOR

ALL CONDUIT AND WIRE SIZING REQUIREMENTS.

INSTALL TRANSFORMER PAD ACCORDING TO UTILITY COMPANY STANDARDS AND

'TRANSFORMER PAD' DETAIL. COORDINATE ALL FINAL REQUIREMENTS WITH

LOCAL UTILITY PRIOR TO INSTALLATION.

8 REFER TO DRAWING U203 FOR CONTINUATION.

ROUTE CONDUIT WITH PULL STRING UNDERGROUND BETWEEN TRANSFORMERS

TO BE INSTALLED ON SITE. REFER TO RISER DIAGRAM FOR CONDUIT SIZE

REQUIREMENTS. CONDUIT SHALL BE INSTALLED ACCORDING TO UTILITY

COMPANY STANDARDS.

10 REFER TO DRAWING U202 FOR CONTINUATION.

ROUTE CONDUIT UNDERGROUND FROM DISTRIBUTION PANEL TO EXISTING

GUARD SHACK BUILDING LOCATED ON SITE. COORDINATE ROUTING OF CONDUIT

WITH EXISTING CONDITIONS TO AVOID CONFLICT. REFER TO RISER DIAGRAM FOR

ALL CONDUIT AND WIRING REQUIREMENTS.

12 REFER TO DRAWING U204 FOR CONTINUATION.

MRM

12/11/2024

N O

PAR

KIN

YTIM

BATH HOUSE

E PE P

EPEP

DP7-10,12

DP1-9,11

UGE

U G

DP7-1,3

UGE

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE

DP1-13,15

EPEP

DP7-13,15

PARTIAL ENLARGED ELECTRICAL SITE PLAN

U203

REVISION HISTORY OF THIS DRAWING

PARKS - CAMPGROUNDS - MULTI PARK WEST

KENLAKE CAMPGROUND

DRAWING NO.10/01/2024

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

23629

RTA

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

670-CB58-CO54-06

11/07/2024

ADDENDUM 1.00 12/11/2024

NORTH

PROJECT

SCALE: 1" = 40'-0"

SITE UTILITY PLAN - KENLAKE STATE PARK

IT'S THE LAW

www.kentucky811.com

Kentucky 811 Know what's below.

Call before you dig.

Call 811 or 800-752-6007

BURIED UTILITIES NOTE

BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION

BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES

AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE

SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE

EXTREME CAUTION DURING EXCAVATION PROCEDURES AND

CONTACT KENTUCKY 811 @ 811 OR 1-800-752-6007 FOR EXACT

LOCATION OF BURIED UTILITIES PRIOR TO EXCAVATION OPERATIONS.

NOTICE

SEE CIVIL PLANS FOR SITE GRADING AND ELEVATIONS.

ELECTRICAL

CONSTRUCTION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

ROUTE CONDUIT UNDERGROUND FROM DISTRIBUTION PANEL TO EXISTING

GUARD SHACK BUILDING LOCATED ON SITE. COORDINATE ROUTING OF CONDUIT

WITH EXISTING CONDITIONS TO AVOID CONFLICT. REFER TO RISER DIAGRAM FOR

ALL CONDUIT AND WIRING REQUIREMENTS.

INSTALL RV PEDESTAL EQUAL TO HYPOWER ENERGYMATE ALONGSIDE WATER

AND SANITARY CONNECTIONS. RV PEDESTAL SHALL BE INSTALLED NO CLOSER

THAN SIX (6) FEET FROM NEAREST WATER CONNECTION. REFER TO 'RV

PEDESTAL DETAIL' FOR FURTHER REQUIREMENTS.

ROUTE CONDUIT UNDERGROUND FROM TRANSFORMER TO BATH HOUSE PANEL

TO BE INSTALLED. REFER TO RISER DIAGRAM FOR ALL CONDUIT AND WIRE SIZING

REQUIREMENTS.

ROUTE (1) 2-1/2 INCH CONDUIT CONTAINING (3) #4/0 THWN CU CONDUCTORS AND

(1) #6 THWN CU GND FROM PANEL BOARD TO RV PEDESTAL TO BE INSTALLED.

CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE LUGS WITHIN PEDESTAL

FOR TERMINATION OF CABLING. CONDUIT SHALL BE ROUTED ALONG EXTERIOR

OF CAMPSITES TO AVOID CONFLICT WITHIN CAMPGROUND. CONDUIT AND WIRE

SIZING INCREASED DUE TO VOLTAGE DROP REQUIREMENTS.

CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT ROUTED INTO INTERIOR OF

GUARD SHACK FOR ROUTING OF FEEDERS TO EXISTING PANEL. CONTRACTOR

SHALL FURNISH AND INSTALL ALL NECESSARY COMPONENTS AS REQUIRED TO

SEPERATE EXISTING GROUNDS AND NEUTRALS IN EXISTING PANEL AS REQUIRED

TO MAINTAIN CODE COMPLIANCE.

ROUTE (1) 1 INCH CONDUIT CONTAINING (4) #6 THWN CU CONDUCTORS FROM

PANEL BOARD TO LIGHT POLE TO BE INSTALLED. CONDUIT AND WIRE SIZING

INCREASED DUE TO VOLTAGE DROP REQUIREMENTS.

CONTRACTOR SHALL RECEIVE LIFT STATION CONTROL PANEL FROM RESPECTIVE

CONTRACTOR AND INSTALL ON FREE-STANDING RACK NEAR LIFT STATION TO BE

INSTALLED. CONTROL PANEL SHALL BE INSTALLED OUTSIDE OF CLASSIFIED AREA

AROUND LIFT STATION. REFER TO 'LIFT STATION DETAIL' FOR CLASSIFIED AREA

BOUNDS.

8 REFER TO DRAWING U201 FOR CONTINUATION.

ROUTE CONDUIT WITH PULL STRING UNDERGROUND BETWEEN TRANSFORMER

TO BE INSTALLED ON SITE AND EXISTING UTILITY POLE LOCATED ON SITE.

COORDINATE ALL FINAL CONNECTIONS AS POLE WITH UTILITY PRIOR TO

TERMINATION. REFER TO RISER DIAGRAM FOR ALL CONDUIT SIZE

REQUIREMENTS. CONDUIT SHALL BE INSTALLED ACCORDING TO UTILITY

COMPANY STANDARDS.

10 REFER TO DRAWING U204 FOR CONTINUATION.

ROUTE CONDUIT UNDERGROUND FROM LIFT STATION CONTROL PANEL TO LIFT

STATION FOR INTERCONNECTION. COORDINATE ALL CONDUIT AND WIRING

REQUIREMENTS WITH MANUFACTURER REQUIREMENTS. REFER TO 'LIFT STATION

DETAIL' FOR INSTALLATION REQUIREMENTS.

ROUTE (1) 1 1/4 INCH CONDUIT CONTAINING (4) #4 THWN CU CONDUCTORS

UNDERGROUND FROM PANELBOARD TO LIFT STATION CONTROL PANEL TO BE

INSTALLED. COORDINATE ROUTING OF CONDUIT WITH EXISTING CONDITIONS TO

AVOID CONFLICT. CONDUIT AND WIRE SIZES INCREASED DUE TO VOLTAGE DROP

REQUIREMENTS.

MRM

ALTERNATE RESTROOM

DP6

U G

E U

G E

U G

UGE

UGE UGE

U G

E U

G E

U G

UGE

U G

E U

G E

U G

UGE

G E

U G

E U

G E

DP5

UGE

EPEP

EP EP

EPEPDP5-10,12

DP6-1,3

DP5-5,7

DP5-6,8

DP5-9,11

DP4-1,3

UGE

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UGE

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UGE

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GFI

WP 5

DP6-17

GFI

DP5-13

EPEP

DP6-2,4

PARTIAL ENLARGED ELECTRICAL SITE PLAN

U205

REVISION HISTORY OF THIS DRAWING

PARKS - CAMPGROUNDS - MULTI PARK WEST

KENLAKE CAMPGROUND

DRAWING NO.10/01/2024

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

23629

RTA

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

670-CB58-CO54-06

11/07/2024

ADDENDUM 1.00 12/11/2024

NORTH

PROJECT

SCALE: 1" = 40'-0"

SITE UTILITY PLAN - KENLAKE STATE PARK

IT'S THE LAW

www.kentucky811.com

Kentucky 811 Know what's below.

Call before you dig.

Call 811 or 800-752-6007

BURIED UTILITIES NOTE

BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION

BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES

AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE

SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE

EXTREME CAUTION DURING EXCAVATION PROCEDURES AND

CONTACT KENTUCKY 811 @ 811 OR 1-800-752-6007 FOR EXACT

LOCATION OF BURIED UTILITIES PRIOR TO EXCAVATION OPERATIONS.

NOTICE

SEE CIVIL PLANS FOR SITE GRADING AND ELEVATIONS.

ELECTRICAL

CONSTRUCTION TAG NOTES

(APPLIES TO THIS DRAWING ONLY)

INSTALL DISTRIBUTION PANEL ON FREE-STANDING RACK ACCORDING TO 'FREE

STANDING RACK DETAIL'. COORDINATE PLACEMENT OF PANEL WITH EXISTING

CONDITIONS TO AVOID CONFLICT. REFER TO RISER DIAGRAM FOR FURTHER

REQUIREMENTS.

INSTALL RV PEDESTAL EQUAL TO HYPOWER ENERGYMATE ALONGSIDE WATER

AND SANITARY CONNECTIONS. RV PEDESTAL SHALL BE INSTALLED NO CLOSER

THAN SIX (6) FEET FROM NEAREST WATER CONNECTION. REFER TO 'RV

PEDESTAL DETAIL' FOR FURTHER REQUIREMENTS.

ROUTE (1) 3 INCH CONDUIT CONTAINING (3) #250MCM CU CONDUCTORS AND (1) #4

THWN CU GND FROM PANEL BOARD TO RV PEDESTAL TO BE INSTALLED. CONDUIT

SHALL BE ROUTED ALONG EXTERIOR OF CAMPSITES TO AVOID CONFLICT WITHIN

CAMPGROUND. CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE LUGS

WITHIN PEDESTAL FOR TERMINATION OF CABLING. CONDUIT AND WIRE SIZING

INCREASED DUE TO VOLTAGE DROP REQUIREMENTS.

ROUTE (1) 2-1/2 INCH CONDUIT CONTAINING (3) #4/0 THWN CU CONDUCTORS AND

(1) #6 THWN CU GND FROM PANEL BOARD TO RV PEDESTAL TO BE INSTALLED.

CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE LUGS WITHIN PEDESTAL

FOR TERMINATION OF CABLING. CONDUIT SHALL BE ROUTED ALONG EXTERIOR

OF CAMPSITES TO AVOID CONFLICT WITHIN CAMPGROUND. CONDUIT AND WIRE

SIZING INCREASED DUE TO VOLTAGE DROP REQUIREMENTS.

5 RECEPTACLE SHALL BE INSTALLED SURFACE MOUNTED ON FREE STANDING RACK

BELOW PANEL. COORDINATE PLACEMENT OF DEVICE TO AVOID CONFLICT.

ROUTE CONDUIT AND WIRING UNDERGROUND FROM SECONDARY COMPARTMENT

OF TRANSFORMER TO PANEL TO BE INSTALLED. REFER TO RISER DIAGRAM FOR

ALL CONDUIT AND WIRE SIZING REQUIREMENTS.

INSTALL TRANSFORMER PAD ACCORDING TO UTILITY COMPANY STANDARDS AND

'TRANSFORMER PAD' DETAIL. COORDINATE ALL FINAL REQUIREMENTS WITH

LOCAL UTILITY PRIOR TO INSTALLATION.

8 REFER TO DRAWING U204 FOR CONTINUATION.

ROUTE CONDUIT WITH PULL STRING UNDERGROUND BETWEEN TRANSFORMERS

TO BE INSTALLED ON SITE. REFER TO RISER DIAGRAM FOR CONDUIT SIZE

REQUIREMENTS. CONDUIT SHALL BE INSTALLED ACCORDING TO UTILITY

COMPANY STANDARDS.

ROUTE (1) 2 INCH CONDUIT CONTAINING (4) #1 THWN CU CONDUCTORS

UNDERGROUND FROM PANELBOARD TO BRANCH PANEL INSTALLED WITHIN

CABIN. COORDINATE ROUTING OF CONDUIT WITH EXISTING CONDITIONS TO

AVOID CONFLICT. CONDUIT AND WIRE SIZES INCREASED DUE TO VOLTAGE DROP

REQUIREMENTS.

ROUTE (1) 1 1/2 INCH CONDUIT CONTAINING (4) #4 THWN CU CONDUCTORS

UNDERGROUND FROM PANELBOARD TO BRANCH PANEL INSTALLED WITHIN

CABIN. COORDINATE ROUTING OF CONDUIT WITH EXISTING CONDITIONS TO

AVOID CONFLICT. CONDUIT AND WIRE SIZES INCREASED DUE TO VOLTAGE DROP

REQUIREMENTS.

ROUTE (1) 2 INCH CONDUIT CONTAINING (4) #4 THWN CU CONDUCTORS

UNDERGROUND FROM PANELBOARD TO BRANCH PANEL INSTALLED WITHIN

CABIN. COORDINATE ROUTING OF CONDUIT WITH EXISTING CONDITIONS TO

AVOID CONFLICT. CONDUIT AND WIRE SIZES INCREASED DUE TO VOLTAGE DROP

REQUIREMENTS.

CONTRACTOR SHALL RECEIVE LIFT STATION CONTROL PANEL FROM RESPECTIVE

CONTRACTOR AND INSTALL ON FREE-STANDING RACK NEAR LIFT STATION TO BE

INSTALLED. CONTROL PANEL SHALL BE INSTALLED OUTSIDE OF CLASSIFIED AREA

AROUND LIFT STATION. REFER TO 'LIFT STATION DETAIL' FOR CLASSIFIED AREA

BOUNDS.

ROUTE CONDUIT UNDERGROUND FROM LIFT STATION CONTROL PANEL TO LIFT

STATION FOR INTERCONNECTION. COORDINATE ALL CONDUIT AND WIRING

REQUIREMENTS WITH MANUFACTURER REQUIREMENTS. REFER TO 'LIFT STATION

DETAIL' FOR INSTALLATION REQUIREMENTS.

ROUTE (1) 1 1/4 INCH CONDUIT CONTAINING (4) #4 THWN CU CONDUCTORS

UNDERGROUND FROM PANELBOARD TO LIFT STATION CONTROL PANEL TO BE

INSTALLED. COORDINATE ROUTING OF CONDUIT WITH EXISTING CONDITIONS TO

AVOID CONFLICT. CONDUIT AND WIRE SIZES INCREASED DUE TO VOLTAGE DROP

REQUIREMENTS.

ROUTE (1) 2 INCH CONDUIT CONTAINING (3) #1/0 THWN CU CONDUCTORS AND (1)

#6 THWN CU GND UNDERGROUND FROM PANELBOARD TO BRANCH PANEL

INSTALLED WITHIN RESTROOM BUILDING. COORDINATE ROUTING OF CONDUIT

WITH EXISTING CONDITIONS TO AVOID CONFLICT. CONDUIT AND WIRE SIZES

INCREASED DUE TO VOLTAGE DROP REQUIREMENTS.

MRM

ELECTRICAL SCHEDULES

U501

REVISION HISTORY OF THIS DRAWING

PARKS - CAMPGROUNDS - MULTI PARK WEST

KENLAKE CAMPGROUND

DRAWING NO.10/01/2024

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

23629

RTA

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

670-CB58-CO54-06

11/07/2024

ADDENDUM 1.00 12/11/2024

MRM

Electrical DP1 Schedule

VOLTS/PHASE/WIRE: PANEL SIZE: MAIN TYPE & SIZE: CABINET: MIN SCC: FED FROM:

120/208/3/4 600 A 600 A MCB SURFACE 42000 ----

CIRCUIT NO. AREA SERVED TRIP

AMPS

NO.

POLES

PHASE LOAD VA NO.

POLES

TRIP

AMPS AREA SERVED CIRCUIT NO.

A B C

1,3 CAMPSITE PEDESTAL 200 2 12848 12848 0

2 200 CAMPSITE PEDESTAL 2,412848 12848 0

5,7 CAMPSITE PEDESTAL 200 2 12848 0 12848

2 200 CAMPSITE PEDESTAL 6,812848 0 12848

9,11 CAMPSITE PEDESTAL 200 2 0 12848 12848

2 60 GUARD SHACK PANEL 10,120 4160 4160

13,15 ENTRY LIGHT POLE 20 2 50 50 0

2 20 SPARE 14,160 0 0

17 RACK RECEPTACLE 20 1 0 0 180

1 20 SPARE 180 0 0

19 SPARE 20 1 0 0 0

1 20 SPARE 200 0 0

21 SPARE 20 1 0 0 0

1 20 SPARE 220 0 0

23 SPARE 20 1 0 0 0

1 20 SPARE 240 0 0

25 BLANK 20 1 0 0 0

1 20 BLANK 260 0 0

27 BLANK 20 1 0 0 0

1 20 BLANK 280 0 0

29 BLANK 20 1 0 0 0

1 20 BLANK 300 0 0

CONNECTED LOAD 51442 42754 42884 137.1 KVA

LOAD CATEGORY CONN. LOAD DEMAND FACTOR EST. LOAD

Equipment 136.8 1.00 136.8

Lighting 0.1 1.25 0.1

Receptacles (0 - 10 KVA) 0.2 1.00 0.2

TOTAL 137.1 137.1

Electrical DP2 Schedule

VOLTS/PHASE/WIRE: PANEL SIZE: MAIN TYPE & SIZE: CABINET: MIN SCC: FED FROM:

120/208/3/4 600 A 600 A MCB SURFACE 42000 ----

CIRCUIT NO. AREA SERVED TRIP

AMPS

NO.

POLES

PHASE LOAD VA NO.

POLES

TRIP

AMPS AREA SERVED CIRCUIT NO.

A B C

1,3 CAMPSITE PEDESTAL 200 2 12848 12848 0

2 200 CAMPSITE PEDESTAL 2,412848 12848 0

5,7 CAMPSITE PEDESTAL 200 2 12848 0 12848

2 200 CAMPSITE PEDESTAL 6,812848 0 12848

9,11 CAMPSITE PEDESTAL 200 2 0 12848 12848

1 20 RACK RECEPTACLE 13180 0 0

14 SPARE 20 1 0 0 0

1 20 SPARE 150 0 0

16 SPARE 20 1 0 0 0

1 20 SPARE 170 0 0

18 SPARE 20 1 0 0 0

1 20 SPARE 190 0 0

20 SPARE 20 1 0 0 0

1 20 SPARE 210 0 0

22 SPARE 20 1 0 0 0

1 20 SPARE 230 0 0

24 SPARE 20 1 0 0 0

1 20 BLANK 250 0 0

26 BLANK 20 1 0 0 0

1 20 BLANK 270 0 0

28 BLANK 20 1 0 0 0

1 20 BLANK 290 0 0

30 BLANK 20 1 0 0 0

CONNECTED LOAD 51572 38544 38544 128.7 KVA

LOAD CATEGORY CONN. LOAD DEMAND FACTOR EST. LOAD

Equipment 128.5 1.00 128.5

Receptacles (0 - 10 KVA) 0.2 1.00 0.2

TOTAL 128.7 128.7

Electrical DP4 Schedule

VOLTS/PHASE/WIRE: PANEL SIZE: MAIN TYPE & SIZE: CABINET: MIN SCC: FED FROM:

120/208/3/4 600 A 600 A MCB SURFACE 42000 ----

CIRCUIT NO. AREA SERVED TRIP

AMPS

NO.

POLES

PHASE LOAD VA NO.

POLES

TRIP

AMPS AREA SERVED CIRCUIT NO.

A B C

1,3 CAMPSITE PEDESTAL 200 2 12848 12848 0

2 200 CAMPSITE PEDESTAL 2,412848 12848 0

5,7 CAMPSITE PEDESTAL 200 2 12848 0 12848

2 200 CAMPSITE PEDESTAL 6,812848 0 12848

9,11 CAMPSITE PEDESTAL 200 2 0 12848 12848

2 200 CAMPSITE PEDESTAL 10,120 12848 12848

13 RACK RECEPTACLE 20 1 180 0 0

1 20 SPARE 140 0 0

15 SPARE 20 1 0 0 0

1 20 SPARE 160 0 0

17 SPARE 20 1 0 0 0

1 20 SPARE 180 0 0

19 SPARE 20 1 0 0 0

1 20 SPARE 200 0 0

21 SPARE 20 1 0 0 0

1 20 SPARE 220 0 0

23 SPARE 20 1 0 0 0

1 20 SPARE 240 0 0

25 BLANK 20 1 0 0 0

1 20 BLANK 260 0 0

27 BLANK 20 1 0 0 0

1 20 BLANK 280 0 0

29 BLANK 20 1 0 0 0

1 20 BLANK 300 0 0

CONNECTED LOAD 51572 51392 51392 154.4 KVA

LOAD CATEGORY CONN. LOAD DEMAND FACTOR EST. LOAD

Equipment 154.2 1.00 154.2

Receptacles (0 - 10 KVA) 0.2 1.00 0.2

TOTAL 154.4 154.4

Electrical DP5 Schedule

VOLTS/PHASE/WIRE: PANEL SIZE: MAIN TYPE & SIZE: CABINET: MIN SCC: FED FROM:

120/208/3/4 600 A 600 A MCB SURFACE 42000 ----

CIRCUIT NO. AREA SERVED TRIP

AMPS

NO.

POLES

PHASE LOAD VA NO.

POLES

TRIP

AMPS AREA SERVED CIRCUIT NO.

A B C

1,3 CABIN PANEL 60 2 4160 4160 0

2 60 CABIN PANEL 2,44160 4160 0

5,7 CAMPSITE PEDESTAL 200 2 12848 0 12848

2 200 CAMPSITE PEDESTAL 6,812848 0 12848

9,11 CAMPSITE PEDESTAL 200 2 0 12848 12848

2 30 LIFT STATION 10,120 1825 1825

13 RACK RECEPTACLE 20 1 180 0 0

1 20 SPARE 140 0 0

15 SPARE 20 1 0 0 0

1 20 SPARE 160 0 0

17 SPARE 20 1 0 0 0

1 20 SPARE 180 0 0

19 SPARE 20 1 0 0 0

1 20 SPARE 200 0 0

21 SPARE 20 1 0 0 0

1 20 SPARE 220 0 0

23 SPARE 20 1 0 0 0

1 20 SPARE 240 0 0

25 BLANK 20 1 0 0 0

1 20 BLANK 260 0 0

27 BLANK 20 1 0 0 0

1 20 BLANK 280 0 0

29 BLANK 20 1 0 0 0

1 20 BLANK 300 0 0

CONNECTED LOAD 34196 22993 40369 97.6 KVA

LOAD CATEGORY CONN. LOAD DEMAND FACTOR EST. LOAD

Equipment 93.7 1.00 93.7

Motors 0.0 1.00 0.0

Motors (Largest) 3.6 1.25 4.6

Receptacles (0 - 10 KVA) 0.2 1.00 0.2

TOTAL 97.6 98.5

Electrical DP7 Schedule

VOLTS/PHASE/WIRE: PANEL SIZE: MAIN TYPE & SIZE: CABINET: MIN SCC: FED FROM:

120/208/3/4 600 A 600 A MCB SURFACE 42000 ----

CIRCUIT NO. AREA SERVED TRIP

AMPS

NO.

POLES

PHASE LOAD VA NO.

POLES

TRIP

AMPS AREA SERVED CIRCUIT NO.

A B C

1,3 CAMPSITE PEDESTAL 200 2 12848 12848 0

2 200 CAMPSITE PEDESTAL 2,412848 12848 0

5,7 CAMPSITE PEDESTAL 200 2 12848 0 12848

2 200 CAMPSITE PEDESTAL 6,812848 0 12848

9,11 CAMPSITE PEDESTAL 200 2 0 12848 12848

2 30 LIFT STATION 10,120 1825 1825

13,15 CAMPSITE PEDESTAL 100 2 6424 6424 0

2 60 SPARE 14,160 0 0

17 RACK RECEPTACLE 20 1 0 0 180

1 20 SPARE 180 0 0

19 SPARE 20 1 0 0 0

1 20 SPARE 200 0 0

21 SPARE 20 1 0 0 0

1 20 SPARE 220 0 0

23 SPARE 20 1 0 0 0

1 20 SPARE 240 0 0

25 SPARE 20 1 0 0 0

1 20 SPARE 260 0 0

27 SPARE 20 1 0 0 0

1 20 SPARE 280 0 0

29 SPARE 20 1 0 0 0

1 20 SPARE 300 0 0

CONNECTED LOAD 57816 46793 40549 145.2 KVA

LOAD CATEGORY CONN. LOAD DEMAND FACTOR EST. LOAD

Equipment 141.3 1.00 141.3

Motors 0.0 1.00 0.0

Motors (Largest) 3.6 1.25 4.6

Receptacles (0 - 10 KVA) 0.2 1.00 0.2

TOTAL 145.2 146.1

Electrical DP3 Schedule

VOLTS/PHASE/WIRE: PANEL SIZE: MAIN TYPE & SIZE: CABINET: MIN SCC: FED FROM:

120/208/3/4 600 A 600 A MCB SURFACE 42000 ----

CIRCUIT NO. AREA SERVED TRIP

AMPS

NO.

POLES

PHASE LOAD VA NO.

POLES

TRIP

AMPS AREA SERVED CIRCUIT NO.

A B C

1,3 CAMPSITE PEDESTAL 200 2 12848 12848 0

2 200 CAMPSITE PEDESTAL 2,412848 12848 0

5,7 CAMPSITE PEDESTAL 200 2 12848 0 12848

2 200 CAMPSITE PEDESTAL 6,812848 0 12848

9,11 CAMPSITE PEDESTAL 200 2 0 12848 12848

2 30 LIFT STATION 10,120 1825 1825

13,15 RESTROOM PANEL 60 2 4160 4160 0

2 100 CAMPSITE PEDESTAL 14,166424 6424 0

17 RACK RECEPTACLE 20 1 0 0 180

1 20 SPARE 180 0 0

19 SPARE 20 1 0 0 0

1 20 SPARE 200 0 0

21 SPARE 20 1 0 0 0

1 20 SPARE 220 0 0

23 SPARE 20 1 0 0 0

1 20 SPARE 240 0 0

25 BLANK 20 1 0 0 0

1 20 BLANK 260 0 0

27 BLANK 20 1 0 0 0

1 20 BLANK 280 0 0

29 BLANK 20 1 0 0 0

1 20 BLANK 300 0 0

CONNECTED LOAD 61976 50953 40549 153.5 KVA

LOAD CATEGORY CONN. LOAD DEMAND FACTOR EST. LOAD

Equipment 149.6 1.00 149.6

Motors 0.0 1.00 0.0

Motors (Largest) 3.6 1.25 4.6

Receptacles (0 - 10 KVA) 0.2 1.00 0.2

TOTAL 153.5 154.4

Electrical DP6 Schedule

VOLTS/PHASE/WIRE: PANEL SIZE: MAIN TYPE & SIZE: CABINET: MIN SCC: FED FROM:

120/208/3/4 600 A 600 A MCB SURFACE 42000 ----

CIRCUIT NO. AREA SERVED TRIP

AMPS

NO.

POLES

PHASE LOAD VA NO.

POLES

TRIP

AMPS AREA SERVED CIRCUIT NO.

A B C

1,3 CAMPSITE PEDESTAL 200 2 12848 12848 0

2 100 CAMPSITE PEDESTAL 2,46424 6424 0

5,7 CABIN PANEL 60 2 4160 0 4160

2 60 CABIN PANEL 6,84160 0 4160

9,11 CABIN PANEL 60 2 0 4160 4160

2 60 CABIN PANEL 10,120 4160 4160

13,15 RESTROOM BUILDING PANEL 60 2 4160 4160 0

2 20 SPARE 14,160 0 0

17 RACK RECEPTACLE 20 1 0 0 180

1 20 SPARE 180 0 0

19 SPARE 20 1 0 0 0

1 20 SPARE 200 0 0

21 SPARE 20 1 0 0 0

1 20 SPARE 220 0 0

23 SPARE 20 1 0 0 0

1 20 SPARE 240 0 0

25 BLANK 20 1 0 0 0

1 20 BLANK 260 0 0

27 BLANK 20 1 0 0 0

1 20 BLANK 280 0 0

29 BLANK 20 1 0 0 0

1 20 BLANK 300 0 0

CONNECTED LOAD 31752 31752 16820 80.3 KVA

LOAD CATEGORY CONN. LOAD DEMAND FACTOR EST. LOAD

Equipment 80.1 1.00 80.1

Receptacles (0 - 10 KVA) 0.2 1.00 0.2

TOTAL 80.3 80.3

Addendum No One.pdf

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

Addendum 01 RFB-151-25.pdf

File details come from the government source that posted it. Updated Dec 13, 2024.