Addendum No. 4.pdf

PDF 44 MB Posted Sep 5, 2025

Attached to: RFB-45-26 Parks Lake Barkley Lodge Renovations
Solicitation number: RFB-785-2600000071-9
Issued by: Spencer County, Kentucky

About this file

Written by GovTribe AI · Sep 10, 2025

This document is an Addendum (No. 4) issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration for the Lake Barkley Lodge Repairs and Renovations project. The project is divided into four volumes: Volume A focuses on Structural Repairs for Guest Wing Buildings and Walkways, Volume B involves Demolition and Construction of a New Pool, Volume C addresses Accommodations and Hospitality Upgrades, and Volume D covers the Lodge Main Building Roof Replacement. The addendum, dated September 2, 2025, provides clarifications, revisions, and responses to bidder questions across various technical and design aspects of the renovation, including finish schedules, tile selections, stair finishes, and door hardware specifications.

The addendum includes detailed modifications to architectural drawings, civil engineering plans, and structural details, specifically addressing drainage plans, roof designs, conduit routing, and construction methodologies. Key technical clarifications include confirming floor and wall tile selections, specifying commercial service rating classifications for ceramic tiling, and resolving discrepancies in room finish schedules. The document provides precise instructions for contractors regarding material selections, installation methods, and design intent, ensuring consistency and clarity in the renovation project's execution. Additional notes address specific technical requirements such as subfloor preparations, cleaning equipment specifications, and integration of electrical and mechanical systems within the renovation scope.

View the file

Other files

File	Type	Posted
Addendum No 7.pdf	PDF	Sep 5, 2025
Final_RFB_785_2600000071_6_SO_FORM.PDF	PDF	Sep 5, 2025
Addendum No 1.pdf	PDF	Sep 5, 2025
Final_RFB_785_2600000071_4_SO_FORM.PDF	PDF	Sep 5, 2025
Final_RFB_785_2600000071_1_SO_FORM.PDF	PDF	Sep 5, 2025
Final_RFB_785_2600000071_5_SO_FORM.PDF	PDF	Sep 5, 2025
Addendum No 5.pdf	PDF	Sep 5, 2025
Final_RFB_785_2600000071_8_SO_FORM.PDF	PDF	Sep 5, 2025
Final_RFB_785_2600000071_7_SO_FORM.PDF	PDF	Sep 5, 2025
Addendum No 3.pdf	PDF	Sep 5, 2025
Final_RFB_785_2600000071_9_SO_FORM.PDF	PDF	Sep 5, 2025
Addendum No 6.pdf	PDF	Sep 5, 2025
Final_RFB_785_2600000071_3_SO_FORM.PDF	PDF	Sep 5, 2025
Addendum No. 2.pdf	PDF	Sep 5, 2025
Final_RFB_785_2600000071_2_SO_FORM.PDF	PDF	Sep 5, 2025
Addendum No 8.pdf	PDF	Sep 5, 2025

Show all 16

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-45-26

FOR: Lake Barkley Lodge Repairs and Renovations Volume A - Structural Repairs Guest Wing Buildings & Walkways Volume B - Demo and Construct New Pool Volume C - Accomodations and Hospitality Upgrades Volume D - Lodge - Main Building Roof Replacement

DATE: September 2, 2025

RFB-785-2600000071

ADDENDUM NO. Four (4)

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-45-26 For: Lake Barkley Lodge Repairs and Renovations Volume A - Structural Repairs Guest Wing Buildings & Walkways Volume B - Demo and Construct New Pool Volume C - Accomodations and Hospitality Upgrades Volume D - Lodge - Main Building Roof Replacement

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

_Addendum 4- written summary.docx

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES + SUPPORT SERVICES

DIVISION OF ENGINEERING + CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-45-26 DATE: Sept 2, 2025

FOR: Lake Barkley Lodge Repairs + Renovations

Volume A – Structural Repair Guest Wing Buildings + Walkways

Volume B – Demo + Construct New Pool

Volume C – Accommodations + Hospitality Upgrades

Volume D – Lodge – Main Building Roof Replacement RFB-785-2600000071

ADDENDUM NO. 4

This Addendum is incorporated into the Proposal Documents and will become part of the Contract

Documents for the successful bidder(s).

DRAWINGS:

Item #1: Sheet A-A2.3

• Model view 5/A-A2.3 has been added to show the path of the conduit.

• Section 1/A-A2.2 and Section 2/A-A2.2 have been updated to show the correct conduit path.

Item #2: Sheet A-G0.3 and A-A1.0

• A portion of the deck floor has been changed from new to existing to remain.

• Demo sheets 2/A-G0.2 and 7/A-D1.0 have also been changed.

• Detail 5/A-A5.0 has been updated.

Item #3: Sheet A-A1.2 and A-A1.3

• The new roof plan on 4/A-A1.3 has been corrected to show the walkway roof stopping 2” before column cluster W-1.

• Detail 1/A-A1.2 has been corrected to show the correct walkway roof design.

• The RCP on 3/A-A1.2 has also been corrected.

• See Structural written summary- item #1

Item #4: Concrete Board Form Texture Question

• Question: Which board quality is required for Board Textured Finish Concrete Walls?

(No.1 Grade or Rough Grade)?

o Answer: The boards will originate as clear, No 1 grade Douglas Fir

(033000.2.1.D.1). The Contractor will sandblast the boards (o@-site) to open the grain (033000.2.1.D.1) to a level which will be established during the mockup process. Once approved, those boards roughened by the sandblast process are to be used

_Addendum 4- written summary.docx

Item #5: Drain Line Connection- Vol. A to B

• Question: New drainage line from Volume A Civil drawings does not align with

Volume B drain line. Is this intentional?

o Answer: refer to attached, updated Civil drawing and written summary

Item #6: A-A1.4

• Details have been updated to reflect the structural design and intention for the existing roof rafter. See structural drawings for more information.

Item #7: A-A2.3

• Elevation 2/A-A2.3 has been updated to show more of the scope of work in the area.

• Section 3/A-A2.3 has been added to show the relationship between Volume A work to Volume B work.

• Refer to attached, updated structural drawings and written summary.

Item #8: Handrail + Integrated Light

• Add the following manufacturers to Specification 055213 ‘Pipe and Tube Railings’ in order to meet State requirements re: competitive bidding and ensure the same rail + integrated light will occur throughout the project:

o Hollaender Manufacturing Company o Tuttle Aluminum + Bronze

See attached written summary and drawings for Civil (Element Design) and Structural responses (Brown Kubican Engineers)

END OF ADDENDUM

landscape architecture + civil engineering + planning 366 South Broadway 720 Applewood Road 1018 East Jefferson Street Lexington, Kentucky 40508 Murray, KY Louisville, KY 40206

859.389.6533 270.210.6644 www.element-site.com

September 2, 2025

Addendum #4

Lake Barkley Lodge – Structural Repairs, Volume A

Evan McDaniel, Project Manager – element design

Civil Clarifications / Revisions:

1. Sheet A-C2.0. Both planter terraces shall receive pine bark mulch.

2. Sheet A-C3.0. Revise drainage plan to delete JB-8 (east side) and JB -11 (west side). The pipes will continue to pool deck structures in Volume B. See drawings for more information.

3. Sheet A-C3.1. Revise west drainage plan to delete JB -11 and extend pipe PWL-7 to pool deck structure in Volume B plans.

4. Sheet A-C3.2 - Enlargement B: Delete JB -11 and extend pipe PWL-7 to pool deck structure in Volume B plans.

5. Sheet A-C3.3. Revise east drainage plan to delete JB-8 and extend pipe PEL-7 to pool deck structure in Volume B plans.

6. Sheet A-C3.4 – Enlargement G: Delete JB -8 and extend pipe PEL-7 to pool deck structure in Volume B plans.

7. Sheet A-C3.5 – Storm Profiles: Revise storm profiles to delete JB-8 (east side) and JB -11 (west side). The pipes will continue to pool deck structures in Volume B. See drawings for more information.

http://www.element-site.com/ www.brownkubican.com Page 1 | 1

LEXINGTON

546 E. Main Street, Ste 100

Lexington, KY 40508

(859) 543-0933 www.brownkubican.com

August 25, 2025

Re: Addendum 004 Lake Barkley Lodge – Structural Repairs Phase 3

Curtis, Please issue the following changes and clarifications to the structural drawings and specifications as part of Addendum No. 004. The addendum includes the following written descriptions

1. Sheets A-S2.11C & A-S4.10: The deck edge spanning parallel to existing grid ‘W1’, shown by the 1’-3 ¾” dimension on plan A/A-S2.11C, shall be terminated at the plan west edge of the column cluster. The new deck edge shall be 7 ¾” from grid ‘W1’ in the plan westward direction.

2. Sheets A-S3.2, A-S3.3, A-S3.4: Omit the sloping timber guard rail and steel pickets at the lower stair runs denoted by “TIMBER GUARD W/ STEEL PICKET INFILL CENTERED ABOUT PLANTER WALLS” in the following details: D/A-S3.2, A/A-S3.3, B/A-S3.3, B/A-S3.4, and E/A-S3.4.

If you have any questions, please do not hesitate to call.

Sincerely, Spencer E. Price www.brownkubican.com Page 1 | 2

August 25, 2025

Re: Addendum 004 Lake Barkley Lodge – Structural Repairs Phase 3

Curtis, Please issue the following changes and clarifications to the structural drawings and specifications as part of Addendum No. 004. The addendum includes the following written descriptions

1. Sheets A-S2.9C & A-S2.10C: Omit the two (2) concrete walls that are along existing gridline ‘W1’

(shown in the red ellipse below) that occur at the interface between ‘Volume A’ & ‘Volume B’ construction. The terraced retaining walls from ‘Volume A’ shall terminate into the side of the ‘Volume B’ storage or restroom concrete wall at the east and west wings respectively.

o Upon omission of the walls noted above. A new pier shall be added to support the spandrel beam along gridline ‘W1’. This pier shall be similar in construction to that which occurs at the end of the beam along gridline ‘W1.5’ (shown in the green ellipse below), and is also shown in details H/A- S4.13 & D/A-S3.4. Tag note 20, and the U-Bracket detailing noted therein shall apply atop the new pier at this location, see the details noted above.

A-S2.9C – LOWER LEVEL FOUNDATION PLAN – AREA C

2. Sheet A-S3.4: Omit the concrete walls along gridline ‘W1’ that occur in detail B/A-S3.4 & D/A-S3.4. A new pier shall be shown in detail D/A-S3.4, supporting the spandrel beam along gridline ‘W1’, similar to that which is shown at the end of the beam along gridline ‘W1.5’. The U-Bracket and related detailing shall also apply to support the spandrel beam atop this new pier.

www.brownkubican.com Page 2 | 2

If you have any questions, please do not hesitate to call.

Sincerely, Spencer E. Price

401 400 399400401

TOP OF WALL = 399.5

BACK OF WALL = 398.83 (-8")

TOP OF WALL = 399.5

EXISTING TOP OF

WALL = ~398.3

TOP OF WALL = 399.5

BACK OF WALL = 399.0 (EXISTING)

TOP OF WALL = 399.5

BACK OF WALL = 399.25 (EXISTING)

TOP OF WALL = 399.5

BACK OF WALL = 398.83 (-8")

TOP OF WALL = 399.5

BACK OF WALL = 398.83 (-8")

TOP OF STEP = 401.5

BOTTOM OF STEP = 396.5

RIM = 398.5

TOP OF WALL = 399.5

BACK OF WALL = 398.83 (-8")

401.0

TOP OF WALL = 399.5

BACK OF WALL = 398.83 (-8")

TOP OF WALL = 398.0

401.5

HP 402.3

TRENCH DRAIN RIM

(EXISTING) = ~396.5

BACK OF WALL = 398.75

BACK OF WALL

= ~397.8

398.75

399.75

397.8

398.75 397.8

399.75

397.8

EXISTING TOP OF

WALL = ~398.3

RIM = 398.5

RIM = 396.25

RIM = 396.4

RIM = 398.5

EXISTING TRENCH

DRAIN RIM = ~396.4

EXISTING TOP OF

WALL = ~398.3

EXISTING TRENCH

DRAIN RIM = ~396.4

RIM = 398.5

RIM = 397.75

RIM = 397.80

RIM = 396.35

RIM = MATCH EXISTING

D D

ACCOUNT NO.

785CA7UBH0600

DRAWING INFORMATION

CHECKED BY

DRAWN BY

DRAWING DATE

A&E FILE NO.

PHASE

RTA DATE

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF THE REVISIONS DESCRIPTION OF THE REVISIONS DATE

DECA LOG #

AS BUILT DATE

DRAWING NO.

K. NORMAN BERRY ASSOCIATES ARCHITECTS, PLLC

815 WEST MARKET STREET, SUITE 502

LOUISVILLE, KENTUCKY 40202

PHONE: 502-582-2500

WEBSITE: WWW.KNBARCH.COM

RDM

EPM/AS

08/01/2025

Project Number

Structural Repairs + Renovation PH-3 Volume A

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

element design landscape architecture+civil engineering+planning

366 South Broadway Lexington, KY 40508

p. 859.389.6533

1018 E. Jefferson St Louisville, KY 40206

p. 502.489.4221

720 Applewood Road Murray, KY 42071

p. 270.210.6644

08/01/2025

A-C2.0

OVERALL SITE IMPROVEMENTS AND GRADING PLAN

SCALE: 1" = 30'

OVERALL SITE IMPROVEMENTS AND GRADING PLAN

15 60

TRUE NORTH

SITE IMPROVEMENTS KEYNOTES: #

1. FRENCH DRAIN BEHIND NEW RETAINING WALL. SEE DRAINAGE PLANS AND DETAIL SECTIONS ON A-C4.3

2. FRENCH DRAIN BEHIND EXISTING RETAINING WALL. EXCAVATE SOILS BEHIND RETAINING WALL TO INSTALL STORM PIPING PER THE DRAINAGE PLANS. ADJUST GRADES TO CREATE FRENCH DRAIN; SEE DETAIL

SECTIONS ON A-C4.3. BANK SLOPE AT MAX 2:1. PATCH CRACKS/HOLES ON BACK SIDE OF WALL WITH HYDRAULIC WATER-STOP CEMENT PRIOR TO APPLYING DAMPPROOFING. SEE STRUCTURAL PLANS FOR

MORE INFORMATION.

3. NEW RETAINING WALL. SEE STRUCTURAL PLANS.

4. EXISTING RETAINING WALL

5. REMOVE AND REPLACE RETAINING WALL SEGMENT TO INSTALL STORM PIPE. REINSTALL TO MATCH EXISTING HEIGHT AND LAYOUT. REFER TO STRUCTURAL PLANS AND DETAILS.

6. REPLACE CONCRETE WALK AFTER STORM PIPE INSTALLATION. ADD FLOOR DRAIN AND CONNECT TO STORM PIPE BELOW. SLOPE WALKWAY 2% MAX., 1% MIN. TO FLOOR DRAIN. REMOVE TRENCH DRAIN

SEGMENT WHERE WALKWAYS ABUT AND CONNECT REMAINING TRENCH DRAIN CHANNELS WITH 8" PVC PIPE; POUR NEW WALKWAY OVER PIPE.

7. ADD EROSION CONTROL MATTING TO SLOPE 15' MINIMUM FROM BACK EDGE OF FRENCH DRAIN STONE (COVER ALL EXPOSED SOIL). COVER EXPOSED SOILS IMMEDIATELY AFTER GRADING. SEED WITH

KENTUCKY 31 AND ANNUAL RYE.

8. SEE STRUCTURAL PLANS FOR CHEEKWALLS AT EXISTING CONCRETE STAIR .

9. NEW TRENCH DRAIN (REINSTALL EXISTING GRATES). SEE DRAINAGE PLANS AND SECTION DETAILS ON SHEET A-C4.3.

10. ADD 4' WIDE DECORATIVE RIVER STONE STRIP AROUND EXISTING BUILDING. REMOVE 4-6" OF EXISTING SOIL TO STAY BELOW EXISTING SIDING. ADJUST GRADE TO DRAIN AROUND BUILDING.

11. REPLACE WALK REPLACE CONCRETE WALK AFTER STORM PIPE INSTALLATION. SLOPE WALKWAY 2% MAX., 1% MIN. TO MIDDLE OF WALK AND ADD 2% CROSS SLOPE TO DRAIN INTO LANDSCAPE BED.

REMOVE TRENCH DRAIN SEGMENT WHERE WALKWAYS ABUT AND CONNECT REMAINING TRENCH DRAIN CHANNELS WITH 8" PVC PIPE; POUR NEW WALKWAY OVER PIPE.

12. TOP OF RIVER STONE IN LANDSCAPE BED TO BE 3" BELOW EDGE OF WALKWAYS.

13. GRADE ALONG BUILDING TO FOLLOW BOTTOM OF SIDING SLOPE. TOP OF STONE TO BE 6" BELOW SIDING.

14. HYDRO SEED HILL SIDE WITH IN LIMITS AFTER SITE WORK IS COMPLETED. DISTURBED SOILS SHALL BE MAINTAINED WITH SEED AND STRAW MATTING DURING CONSTRUCTION TO PREVENT EROSION; SEE ESCP

A-C1.0.

15. HEADWALL OUTLET. SEE DRAINAGE PLANS. CONTOURS SHOWN ON DRAINAGE PLAN WERE ADDED VIA LiDAR DATA. CONTRACTOR TO STAKE OUT HEADWALL LOCATION AND CONFIRM GRADES.

HEADWALLS TO BE LOCATED ADJACENT EXISTING HEADWALLS AND BLEND RIP-RAP WITH EXISTING DITCH. SEE DETAIL H/A-C4.1

16. PATCH CONCRETE WALKWAY AND CURB. SEE STRUCTURAL PLANS FOR TYPICAL CONCRETE PAVEMENT DETAIL. SEE DETAIL B/A-C4.2 FOR INTEGRAL CURB DETAIL.

17. PATCH ASPHALT PAVEMENT AFTER STORM PIPE INSTALLATION. SAW-CUT AND EDGE KEY PAVEMENT. RE-STRIPE AFFECTED PARKING SPACES. SEE DETAIL A/A-C4.2.

18. PATCH CURB AFTER PIPE INSTALLATION. MATCH EXISTING CURB TYPE. SEE DETAIL C/A-C4.2.

19. REMOVE RUST AND REPAINT BOLLARDS WITH EXTERIOR ACRYLIC PAINT - 3 COATS.

SITE LEGEND:

79.2

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

M.E. MATCH EXISTING

T.C. TOP OF CURB

B.C. BOTTOM OF CURB

H.P. HIGH POINT

FFE FINISH FLOOR ELEVATION

T.R. TOP OF RAMP

B.R. BOTTOM OF RAMP

T.W. TOP OF WALL

B.W. BOTTOM OF WALL (FINISHED GRADE)

EXISTING CONTOUR

SHEET FLOW DIRECTION

T.S. TOP STEP

B.S. BOTTOM STEP

GENERAL SITE NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY BFW ENGINEERS. 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; THE CONTRACTOR SHALL BE RESPONSIBLE

FOR REPAIRING ANY DAMAGE TO UTILITIES SHOWN ON THE SURVEY.

C. PROTECT EXISTING TREES FROM POTENTIAL DAMAGE OF CONSTRUCTION OPERATIONS. STEEPEN GRADES UPHILL FROM EXISTING

TREES TO A MAX. OF 2:1 TO AVOID FILLING SOILS ONTO TRUNKS.

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

PROTECTED FROM DAMAGE DURING CONSTRUCTION.

E. THE CONTRACTOR SHALL MAINTAIN STORM DRAINAGE SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

F. PROPOSED GRADES SHOWN ARE FINISHED GRADES.

G. LIMIT OF GRADING INCLUDES ALL AREAS DISTURBED BY ALL SITE UTILITY WORK, REFER TO SITE UTILITY DRAWINGS FOR LOCATIONS OF

PROPOSED SITE UTILITIES.

H. REFER TO SPECIFICATIONS / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

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

J. ALL EXISTING LAWN AREAS DISTURBED BY CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRADING & EARTHWORK AND SITE UTILITY WORK ARE TO RECEIVE SOD UNLESS OTHERWISE INDICATED. EXTEND LIMITS OF SOD TO INCLUDE ALL AREAS DISTURBED BY CONSTRUCTION. SEE SPECIFICATIONS 'LAWNS AND GRASSES' FOR FINE GRADING AND GRASS REQUIREMENTS.

K. PROVIDE EROSION CONTROL BLANKET FOR ALL SEEDED SLOPES 3:1 OR STEEPER. SEE 'EARTH MOVING' & 'TURF AND GRASSES'

SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

L. FOR PROPOSED DRAINAGE STRUCTURES, INVERT ELEVATIONS ARE APPROXIMATE AND BASED ON INFORMATION PROVIDED FOR EXISTING DRAINAGE STRUCTURES AND GRADES. FIELD VERIFY ELEVATIONS PRIOR TO INSTALLATION OF STORM STRUCTURES AND

NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS.

M. FOR PROPOSED DRAINAGE PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE ADJUSTED AS NECESSARY TO MEET

EXISTING AND PROPOSED STORM STRUCTURES.

N. GRADE ALL NEW PAVEMENTS TO DRAIN. GRADE ALL NEW WALKS AT MAX. 2% CROSS SLOPE. GRADE ALL NEW WALKS TO MAX. 5% LONGITUDINAL SLOPE UNLESS OTHERWISE SPECIFICALLY INDICATED ON PLANS TO BE A RAMP.

O. CONTRACTOR TO CONFIRM SPOT GRADES WHERE MATCHING EXISTING PAVEMENTS. NOTIFY LANDSCAPE ARCHITECT/CIVIL ENGINEER WITH ANY DISCREPANCIES, OR IF PROPOSED GRADES TO NOT ALIGN WITH DESIGN INTENT. SEE NOTE "N".

P. ALL DRAINAGE SWALES SHALL BE SODDED WITH MIN. 6' WIDE SOD FOR FULL LENGTH OF SWALE, Q. SEE MEP DRAWINGS FOR ADDITIONAL EARTHWORK ASSOCIATED WITH DEMOLITION AND CONSTRUCTION OF OTHER SITE UTILITIES.

R. THE CONTRACTOR SHALL REFER TO GEOTECHNICAL ENGINEER REQUIREMENTS FOR ALL EARTHWORK, FILL MATERIALS, AND SUBGRADE CONDITIONS. A QUALIFIED TESTING AGENCY SHALL SHALL SUPERVISE THAT SUBGRADE MEET SPECIFICATIONS AND GEOTECHNICAL ENGINEERING REQUIREMENTS. THE LANDSCAPE ARCHITECT/CIVIL ENGINEER IS NOT RESPONSIBLE FOR SUBGRADE CONDITIONS. SEE THE EARTH MOVING SPECIFICATIONS AND GEOTECHNICAL REPORT FOR MORE INFORMATION. PAVEMENT DESIGNS SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER FOR FINAL APPROVAL BASED ON SITE AND SUBGRADE CONDITIONS BEFORE ANY SITE

MATERIALS ARE CONSTRUCTED.

BRIDGE / DECK OVERHEAD

DECORATIVE RIVER STONE:

4" LAYER OVER WEED FABRIC

PINE BARK MULCH:

3" LAYER OVER WEED FABRIC.

NEW TRENCH DRAIN (REUSED GRATES)

EXISTING TRENCH DRAIN TO REMAIN

STORM DRAINAGE MANHOLE

YARD INLET DRAINAGE STRUCTURE

FLOOR / TERRACE DRAIN

DOWN SPOUT BOOT

NEW RETAINING WALL SEE

STRUCTURAL PLANS

ROOF OVERHANG

PROPOSED HEADWALL OUTLET

SEE SCOPE B

FOR DRAINAGE CONTINUATION.

CONTRACTOR TO COORDINATE

DRAINAGE DESIGNS FROM EACH

DESIGN PACKAGE

SEE DRAINAGE PLANS

FOR LIDAR CONTOURS

SEE DRAINAGE PLANS

FOR LIDAR CONTOURS

COORDINATION NOTE:

SITE/CIVIL PLANS ARE BASED ON SURVEYED EXISTING CONDITIONS AND MAY VARY

SLIGHTLY FROM ARCHITECTURAL/STRUCTURAL PLANS. THESE CIVIL SITE PLANS COVER

SCOPE OF WORK RELATED TO REVISED GRADING, STORM DRAINAGE PIPING AND

STRUCTURES, LIMITED EARTHWORK, VEGETATION, AND EROSION CONTROL

PROCEDURES.

SEE STRUCTURAL PLANS FOR RETAINING WALLS, STAIRS, AND CONCRETE PAVEMENTS.

SEE SCOPE B PLANS FOR ADDITIONAL SITE IMPROVEMENTS. CONTRACTOR TO

COORDINATE STORM DRAINAGE CONTINUATION INTO SCOPE B LIMITS AT POOL

DECK.

CONTRACTOR TO COORDINATE ARMY CORPS. OF ENGINEERING PERMITS WITH

SCOPE B CONSULTANT.

ADDENDUM #3 8-22-25

ADDENDUM #4 8-27-25

AutoCAD SHX Text T

AutoCAD SHX Text P.

AutoCAD SHX Text

EVAN

AutoCAD SHX Text

MCDANIEL

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text K

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text K

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text

400401

D D

MATCHLINE B

E-2

MATCHLINE H

MATCHLINE G

E-1

MATCHLINE H

E-1

MATCHLINE I

E-1

E-2

E-3

MATCHLINE J

E-2

E-3

E-3 E-2

E-1

MATCHLINE CW

-1

W -2

W -3

MATCHLINE C

MATCHLINE D

MATCHLINE E

W -3W

-2

W -1

W -2

W -3

W-1

W-2

W-3

PEU-3

PEU-2

PEU-1

MATCHLINE A

PWU-12

PWU-4

PWU-6B

PWU-9

PWU-10

PWU-11

PWU-7

PWU-6A

PWU-3

PWU-2 PWU-1

MATCHLINE E

MATCHLINE F

MATCHLINE I

MATCHLINE J

MATCHLINE K

MATCHLINE L

PWL-1

PWL-4

PWL-7

PEU-6A

PEU-6B

PEU-8

PEU-10

PEU-9

PEU-12

PEU-13

PEU-4

P E

L-

PWL-2

PWL-3

PWL-5

PWL-6

PEL-7

PEL-6

PEL-5

PEL-4

PEL-3

PEL-2

PEU-15

-1

PWU-14

PWU-13

MH-3

STA: 1+42.06

N = 3476265.51 E = 4283072.08

YI-12

STA: 5+57.73

N = 3476549.80 E = 4282835.91

YI-13

STA: 5+02.11

N = 3476533.39 E = 4282888.69

YI-14

STA: 4+46.64

N = 3476506.00 E = 4282936.61

YI-15

STA: 3+70.44

N = 3476452.75 E = 4282990.48

YI-16

STA: 3+44.53

N = 3476431.26 E = 4283004.86

YI-18

STA: 2+98.40

N = 3476389.77 E = 4283024.77

MH-4

STA: 1+70.05

N = 3476263.51 E = 4283044.16

MH-2

STA: 0+52.61

N = 3476185.00 E = 4283111.06

MH-1

STA: 0+25.00

N = 3476175.03 E = 4283136.80

HW-1

STA: 0+00.00

N = 3476166.00 E = 4283160.12

YI-11

STA: 1+27.17

N = 3476465.39 E = 4282802.76

STA: 0+74.06

N = 3476468.33 E = 4282855.79

YI-19

STA: 2+29.83

N = 3476323.11 E = 4283039.67

YI-20

STA: 2+05.26

N = 3476298.61 E = 4283041.52

FLOOR DRAIN-2

STA: 2+21.44

N = 3476314.76 E = 4283040.44

YI-17

STA: 3+24.47

N = 3476413.66 E = 4283014.43

JB-1

STA: 3+98.85

N = 3476291.98 E = 4283070.75

JB-8

STA: 0+00.38

N = 3476578.19 E = 4282840.80

JB-7

STA: 0+20.73

N = 3476573.77 E = 4282860.67

JB-6

STA: 0+64.87

N = 3476559.13 E = 4282902.34

JB-5

STA: 1+44.30

N = 3476517.03 E = 4282969.60

JB-4

STA: 2+37.70

N = 3476446.06 E = 4283029.89

JB-3

STA: 3+38.02

N = 3476352.51 E = 4283064.95

JB-2

STA: 3+86.63

N = 3476304.19 E = 4283070.18

MH-12

STA: 1+29.02

N = 3476225.41 E = 4282513.20

MH-11

STA: 1+57.01

N = 3476227.41 E = 4282541.12

YI-9

STA: 5+37.97

N = 3476538.64 E = 4282700.03

YI-3

STA: 2+65.20

N = 3476335.45 E = 4282538.39

YI-4

STA: 3+24.16

N = 3476392.51 E = 4282552.87

YI-6

STA: 3+74.41

N = 3476437.36 E = 4282575.40

YI-7

STA: 4+28.64

N = 3476479.80 E = 4282609.21

YI-8

STA: 4+83.53

N = 3476514.31 E = 4282651.70

JB-18

STA: 3+85.73

N = 3476267.10 E = 4282509.18

JB-11

STA: 0+00.00

N = 3476568.77 E = 4282699.10

MH-13

STA: 0+65.29

N = 3476177.00 E = 4282471.75

HW-2

STA: 0+00.44

N = 3476175.41 E = 4282406.92

MH-14

STA: 0+37.23

N = 3476176.31 E = 4282443.70

JB-17

STA: 3+73.00

N = 3476279.79 E = 4282508.17

JB-16

STA: 3+24.64

N = 3476328.07 E = 4282508.60

JB-15

STA: 2+35.73

N = 3476413.92 E = 4282530.31

JB-14

STA: 1+46.89

N = 3476488.32 E = 4282578.20

JB-12

STA: 0+06.37

N = 3476566.42 E = 4282693.18

JB-13

STA: 0+67.54

N = 3476539.66 E = 4282638.34

YI-10

STA: 1+26.60

N = 3476460.33 E = 4282731.27

STA: 0+75.59

N = 3476456.32 E = 4282680.42

YI-2

STA: 2+13.60

N = 3476283.84 E = 4282536.80

FLOOR DRAIN 1

STA: 2+08.21

N = 3476278.47 E = 4282537.17

YI-1

STA: 1+92.80

N = 3476263.09 E = 4282538.37

PWU-5B

PWU-5A

PEU-5B

PEU-5A

YI-5

STA: 3+37.87

N = 3476405.16 E = 4282558.11

PWU-8

PEU-7

39539

38037

COCOCO

CO CO

ACCOUNT NO.

785CA7UBH0600

DRAWING INFORMATION

CHECKED BY

DRAWN BY

DRAWING DATE

A&E FILE NO.

PHASE

RTA DATE

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF THE REVISIONS DESCRIPTION OF THE REVISIONS DATE

DECA LOG #

AS BUILT DATE

DRAWING NO.

K. NORMAN BERRY ASSOCIATES ARCHITECTS, PLLC

815 WEST MARKET STREET, SUITE 502

LOUISVILLE, KENTUCKY 40202

PHONE: 502-582-2500

WEBSITE: WWW.KNBARCH.COM

RDM

EPM/AS

08/01/2025

Project Number

Structural Repairs + Renovation PH-3 Volume A

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

element design landscape architecture+civil engineering+planning

366 South Broadway Lexington, KY 40508

p. 859.389.6533

1018 E. Jefferson St Louisville, KY 40206

p. 502.489.4221

720 Applewood Road Murray, KY 42071

p. 270.210.6644

08/01/2025

SITE DRAINAGE PLAN

SCALE: 1" = 30'

OVERALL SITE DRAINAGE PLAN

15 60

TRUE NORTH

WEST WING - C201 EAST WING - C202

M A

GENERAL DRAINGE NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY BFW ENGINEERS. THIS INFORMATION IS

FOR REPAIRING ANY DAMAGE TO UTILITIES SHOWN ON THE SURVEY.

C. PROTECT EXISTING TREES FROM POTENTIAL DAMAGE OF CONSTRUCTION OPERATIONS. STEEPEN GRADES UPHILL FROM EXISTING

TREES TO A MAX. OF 2:1 TO AVOID FILLING SOILS ONTO TRUNKS.

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

PROTECTED FROM DAMAGE DURING CONSTRUCTION.

E. THE CONTRACTOR SHALL MAINTAIN STORM DRAINAGE SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

F. PROPOSED GRADES SHOWN ARE FINISHED GRADES.

G. LIMIT OF GRADING INCLUDES ALL AREAS DISTURBED BY ALL SITE UTILITY WORK, REFER TO SITE UTILITY DRAWINGS FOR LOCATIONS OF

PROPOSED SITE UTILITIES.

H. REFER TO SPECIFICATIONS / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

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

K. PROVIDE EROSION CONTROL BLANKET FOR ALL SEEDED SLOPES 3:1 OR STEEPER. SEE 'EARTH MOVING' & 'TURF AND GRASSES'

SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS.

M. FOR PROPOSED DRAINAGE PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE ADJUSTED AS NECESSARY TO MEET

EXISTING AND PROPOSED STORM STRUCTURES.

N. GRADE ALL NEW PAVEMENTS TO DRAIN. GRADE ALL NEW WALKS AT MAX. 2% CROSS SLOPE. GRADE ALL NEW WALKS TO MAX. 5% LONGITUDINAL SLOPE UNLESS OTHERWISE SPECIFICALLY INDICATED ON PLANS TO BE A RAMP.

MATERIALS ARE CONSTRUCTED.

(A)

(B)

(C)

(D)

(E)

(F)

(G)

(H)

(I)

(J) M

E W

(K)

(L)

A-C3.0

KEY NOTES:

1. STRUCTURE TO CONNECT TO LINES INSTALLED AS PART OF POOL DECK PROJECT. COORDINATE CONNECTION WITH POOL DECK

CONTRACTOR.

2. PROPOSED PIPES EXTENDS BEYOND SURVEY LIMITS, LIDAR DATA HAS BEEN USED FOR SUPPLEMENTAL SURFACE INFORMATION.

ELEVATIONS SHALL BE FIELD VERIFIED AND ROUTE SHALL BE STAKED BY CONTRACTOR PRIOR TO SHOP DRAWINGS BEING PREPARED

AND SHALL BE APPROVED BY ENGINEERS REPRESENTATIVE AND OWNER.

NOTES:

EXISTING SURVEY CONTOURS TUNED OF FOR

VISIBILITY PURPOSES. REFER TO GRADING SHEET

FOR CONTOUR INFORMATION.

SITE LEGEND:

79.2

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

M.E. MATCH EXISTING

T.C. TOP OF CURB

B.C. BOTTOM OF CURB

H.P. HIGH POINT

FFE FINISH FLOOR ELEVATION

T.R. TOP OF RAMP

B.R. BOTTOM OF RAMP

T.W. TOP OF WALL

B.W. BOTTOM OF WALL (FINISHED GRADE)

EXISTING CONTOUR

T.S. TOP STEP

B.S. BOTTOM STEP

PROPOSED STORM MANHOLE

PROPOSED YARD INLET /JUNCTION BOX

PROPOSED HEADWALL OUTFALL

PIPE FLOW DIRECTION

PROPOSED UNDER DRAIN PIPE

PROPOSED TRENCH DRAIN

PROPOSED DRAIN PIPE

PROPOSED CLEAN OUTCO

DRAINAGE LEGEND:

D DOWN SPOUT

PROPOSED 6" PIPE DOWN SPOUT CONNECTION

ADDENDUM #3 8-22-25

DELETE JB-11 FROM SCOPE AND EXTEND

PIPE TO POOL DECK STRUCTURE "S-128" IN

VOLUME B SCOPE. MAINTAIN PIPE SLOPE AND

COORDINATE SHOP DRAWINGS.

DELETE JB-8 FROM SCOPE AND EXTEND PIPE TO POOL

DECK STRUCTURE "S-115" IN VOLUME B SCOPE. MAINTAIN

PIPE SLOPE. COORDINATE SHOP DRAWINGS.

ADDENDUM #4 8-27-25

AutoCAD SHX Text evan Snapshot

D D

MATCHLINE B

MATCHLINE CW

-1

W -2

W -3

MATCHLINE C

MATCHLINE D

MATCHLINE E

W -3W

-2

W -1

W -2

W -3

W-1

W-2 W-3

MATCHLINE A

PWU-12

PWU-4

PWU-6B

PWU-9

PWU-10

PWU-11

PWU-7

PWU-6A

PWU-3

PWU-2 PWU-1

MATCHLINE E

MATCHLINE F

PWL-1

PWL-4

PWL-7

PWL-2

PWL-3

PWL-5

PWL-6

PWU-14

PWU-13

MH-12

STA: 1+29.02

N = 3476225.41 E = 4282513.20

MH-11

STA: 1+57.01

N = 3476227.41 E = 4282541.12

YI-9

STA: 5+37.97

N = 3476538.64 E = 4282700.03

YI-3

STA: 2+65.20

N = 3476335.45 E = 4282538.39

YI-4

STA: 3+24.16

N = 3476392.51 E = 4282552.87

YI-6

STA: 3+74.41

N = 3476437.36 E = 4282575.40

YI-7

STA: 4+28.64

N = 3476479.80 E = 4282609.21

YI-8

STA: 4+83.53

N = 3476514.31 E = 4282651.70

JB-18

STA: 3+85.73

N = 3476267.10 E = 4282509.18

JB-11

STA: 0+00.00

N = 3476568.77 E = 4282699.10

MH-13

STA: 0+65.29

N = 3476177.00 E = 4282471.75

HW-2

STA: 0+00.44

N = 3476175.41 E = 4282406.92

MH-14

STA: 0+37.23

N = 3476176.31 E = 4282443.70

JB-17

STA: 3+73.00

N = 3476279.79 E = 4282508.17

JB-16

STA: 3+24.64

N = 3476328.07 E = 4282508.60

JB-15

STA: 2+35.73

N = 3476413.92 E = 4282530.31

JB-14

STA: 1+46.89

N = 3476488.32 E = 4282578.20

JB-12

STA: 0+06.37

N = 3476566.42 E = 4282693.18

JB-13

STA: 0+67.54

N = 3476539.66 E = 4282638.34

YI-10

STA: 1+26.60

N = 3476460.33 E = 4282731.27

STA: 0+75.59

N = 3476456.32 E = 4282680.42

YI-2

STA: 2+13.60

N = 3476283.84 E = 4282536.80

FLOOR DRAIN 1

STA: 2+08.21

N = 3476278.47 E = 4282537.17

YI-1

STA: 1+92.80

N = 3476263.09 E = 4282538.37

PWU-5B

PWU-5A

YI-5

STA: 3+37.87

N = 3476405.16 E = 4282558.11

PWU-8

38037

COCOCO

CO CO

WEST LOWER LEVEL-STORM STRUCTURE CHART

STRUCTURE NAME

JB-11

JB-12

JB-13

JB-14

JB-15

JB-16

JB-17

JB-18

RIM ELEVATIONS

387.70

INVERT IN

PWL-7 = 383.22

PWL-6 = 383.25

PWL-5 = 383.56

PWL-4 = 383.95

PWL-3 = 384.40

PWL-2 = 384.84

PWL-1 = 385.08

INVERT OUT

PWL-7 = 383.25

PWL-6 = 383.55

PWL-5 = 383.96

PWL-4 = 384.40

PWL-3 = 384.84

PWL-2 = 385.08

PWL-1 = 385.14

NOTES

WEST UPPER PIPE-STORM STRUCTURE CHART

STRUCTURE NAME

FLOOR DRAIN 1

HW-2

MH-11

MH-12

MH-13

MH-14

YI-1

YI-2

YI-3

YI-4

YI-5

YI-6

YI-7

YI-8

YI-9

YI-10

RIM ELEVATIONS

417.39

396.30

362.84

397.03

396.20

396.00

377.70

397.75

416.63

INVERT IN

PWU-14 = 411.70

PWU-6A = 391.37

PWU-1 = 360.28

PWU-5A = 391.12

PWU-4 = 390.98

PWU-3 = 388.61

PWU-2 = 371.00

PWU-5B = 391.30

PWU-6B = 391.40

PWU-7 = 391.66

PWU-8 = 391.95

PWU-9 = 392.02

PWU-10 = 392.20

PWU-11 = 392.48

PWU-13 = 393.44

PWU-12 = 392.75

INVERT OUT

PWU-13 = 411.02

PWU-5B = 391.37

PWU-4 = 391.12

PWU-3 = 389.74

PWU-2 = 388.71

PWU-1 = 371.00

PWU-5A = 391.30

PWU-6A = 391.40

PWU-6B = 391.66

PWU-7 = 391.95

PWU-8 = 392.02

PWU-9 = 392.20

PWU-10 = 392.48

PWU-11 = 392.75

PWU-12 = 393.02

PWU-14 = 411.95

NOTES

WEST LOWER LEVEL-PIPE TABLE

Pipe Name

PWL-1

PWL-2

PWL-3

PWL-4

PWL-5

PWL-6

PWL-7

Length

12.729

48.327

88.910

88.865

79.309

61.144

6.373

Size

18.000

Slope

0.50%

Notes

PIPE

WEST UPPER PIPE-PIPE TABLE

Pipe Name

PWU-1

PWU-2

PWU-3

PWU-4

PWU-5A

PWU-5B

PWU-6A

PWU-6B

PWU-7

PWU-8

PWU-9

PWU-10

PWU-11

PWU-12

PWU-13

PWU-14

Length

36.795

28.056

63.729

27.990

35.789

15.417

5.390

51.726

59.008

13.690

36.576

54.368

54.854

54.202

74.976

51.007

Size

24.000

6.000

Slope

29.12%

63.14%

1.77%

0.50%

23.44%

0.50%

Notes

PIPE

(CONCRETE)

ACCOUNT NO.

785CA7UBH0600

DRAWING INFORMATION

CHECKED BY

DRAWN BY

DRAWING DATE

A&E FILE NO.

PHASE

RTA DATE

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF THE REVISIONS DESCRIPTION OF THE REVISIONS DATE

DECA LOG #

AS BUILT DATE

DRAWING NO.

K. NORMAN BERRY ASSOCIATES ARCHITECTS, PLLC

815 WEST MARKET STREET, SUITE 502

LOUISVILLE, KENTUCKY 40202

PHONE: 502-582-2500

WEBSITE: WWW.KNBARCH.COM

RDM

EPM/AS

08/01/2025

Project Number

Structural Repairs + Renovation PH-3 Volume A

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

element design landscape architecture+civil engineering+planning

366 South Broadway Lexington, KY 40508

p. 859.389.6533

1018 E. Jefferson St Louisville, KY 40206

p. 502.489.4221

720 Applewood Road Murray, KY 42071

p. 270.210.6644

08/01/2025

SITE DRAINAGE PLAN - WEST WING

SCALE: 1" = 20'

DRAINAGE PLAN - WEST WING

TRUE NORTH

1. STRUCTURE TO CONNECT TO LINES INSTALLED AS PART OF POOL DECK PROJECT. COORDINATE CONNECTION WITH POOL DECK CONTRACTOR.

2. PROPOSED PIPES EXTENDS BEYOND SURVEY LIMITS, LIDAR DATA HAS BEEN USED FOR SUPPLEMENTAL SURFACE INFORMATION. ELEVATIONS SHALL

BE FIELD VERIFIED AND ROUTE SHALL BE STAKED BY CONTRACTOR PRIOR TO SHOP DRAWINGS BEING PREPARED AND SHALL BE APPROVED BY

ENGINEERS REPRESENTATIVE AND OWNER.

3. HEADWALL OUTFALL. REFER TO DETAIL H/C4.1

4. 24" PERFORATED HDPE DRAIN PIPE IN 6'' WIDE FRENCH DRAIN REFER TO DETAIL A/A-C3.1

5. TRENCH DRAIN; REFER TO STRUCTURAL DRAWINGS DETAIL.

6. 4" PERFORATED HDPE DRAIN PIPE IN EACH PLANTER TERRACE. CONNECT TO 18" STORM BRANCH AS SHOWN IN DETAIL D/C4.2

7. 18" HDPE STORM PIPE. COLLECTS RETAINING WALL FOUNDATION DRAINS, TRENCH DRAINS AND DOWNSPOUTS. REFER TO DETAIL A/A-C3.1 AND

DETAIL D/C4.2

8. 6" PERFORATED HDPE DRAIN PIPE. CONNECT TO 24" STORM BRANCH AS SHOWN IN DETAIL D/C4.2

9. EXISTING CONCRETE RETAINING WALL

(A)

(B)

(C)

(D)

(E)

A-C3.1

PWU: PIPE WEST UPPER LEVEL

PWL: PIPE WEST LOWER LEVEL

M A

T W

M A

W-1: UNDERDRAIN

W-2: UNDERDRAIN

W-3: UNDERDRAIN

(F)

WT: WEST TRENCH DRAIN

GENERAL DRAINAGE NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY BFW ENGINEERS. THIS INFORMATION IS

FOR REPAIRING ANY DAMAGE TO UTILITIES SHOWN ON THE SURVEY.

B. SEE THE SURVEY AND SITE UTILITY PLANS FOR EXISTING AND PROPOSED UNDERGROUND INFRASTRUCTURE. THE CONTRACT DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY LOCATIONS ON THE SURVEY WITH LOCATIONS IN THE FIELD, AND COORDINATING WITH UTILITY COMPANIES FOR DEMOLITION OF UTILITIES INDICATED. CONFLICTS MAY EXIST BETWEEN EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING IF CONFLICT EXIST PRIOR TO BEGINNING INSTALLATION OF PROPOSED UTILITIES AND SHALL REPORT FINDINGS TO DESIGN TEAM.

C. PROTECT EXISTING TREES FROM POTENTIAL DAMAGE OF CONSTRUCTION OPERATIONS. STEEPEN GRADES UPHILL FROM EXISTING

TREES TO A MAX. OF 2:1 TO AVOID FILLING SOILS ONTO TRUNKS.

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

PROTECTED FROM DAMAGE DURING CONSTRUCTION.

E. THE CONTRACTOR SHALL MAINTAIN STORM DRAINAGE SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

F. PROPOSED GRADES SHOWN ARE FINISHED GRADES.

G. LIMIT OF GRADING INCLUDES ALL AREAS DISTURBED BY ALL SITE UTILITY WORK, REFER TO SITE UTILITY DRAWINGS FOR LOCATIONS OF

PROPOSED SITE UTILITIES.

H. REFER TO SPECIFICATIONS / PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

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

K. PROVIDE EROSION CONTROL BLANKET FOR ALL SEEDED SLOPES 3:1 OR STEEPER. SEE 'EARTH MOVING' & 'TURF AND GRASSES'

SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS.

M. FOR PROPOSED DRAINAGE PIPE, PIPE LENGTHS & SLOPES ARE APPROXIMATE & SHOULD BE ADJUSTED AS NECESSARY TO MEET

EXISTING AND PROPOSED STORM STRUCTURES.

N. GRADE ALL NEW PAVEMENTS TO DRAIN. GRADE ALL NEW WALKS AT MAX. 2% CROSS SLOPE. GRADE ALL NEW WALKS TO MAX. 5% LONGITUDINAL SLOPE UNLESS OTHERWISE SPECIFICALLY INDICATED ON PLANS TO BE A RAMP.

MATERIALS ARE CONSTRUCTED.

S. ALL CLEANOUTS SHALL BE TWO WAY CLEANOUTS WITH THE ECEPTION OF CLEANOUTS LOCATED AT THE END OF A LINE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL STRUCTURES ARE SUFFICIENTLY SIZED TO ACCOMMODATE ALL INLET PIPE SIZES, SIZE STRUCTURES ACCORDINGLY. CUSTOM STRUCTURES MAY BE REQUIRED TO ACCOMMODATE SHALLOW PIPES AND SHALL BE THE CONTRACTORS REAPOSIBILITY.

PROVIDE 42" TALL CHAINLINK FENCING IF FACE OF HEADWALL IS TALLER THAN 30"

NOTE: ALL PIPE LENGTHS ARE APPROXIMATE AND ARE PROVIDED

FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR TO

FIELD VERIFY LENGTHS AND SLOPES NEED TO MEET THE REQUIREMENTS

OF THE STORM SYSTEM AS INDICATED. CONTRACTOR MAY CHOOSE TO

USE HDPE, HP STORM OR RCP FORTHE MATERIAL UNLESS OTHERWISE

NOTED. WHERE MATERIAL IS SPECIFIED IN THE CHART ABOVE, THE

CONTRACTOR IS TO USE THAT MATERIAL.

NOTES:

EXISTING SURVEY CONTOURS TUNED OF FOR

VISIBILITY PURPOSES. REFER TO GRADING SHEET

FOR CONTOUR INFORMATION.

SITE LEGEND:

79.2

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

M.E. MATCH EXISTING

T.C. TOP OF CURB

B.C. BOTTOM OF CURB

H.P. HIGH POINT

FFE FINISH FLOOR ELEVATION

T.R. TOP OF RAMP

B.R. BOTTOM OF RAMP

T.W. TOP OF WALL

B.W. BOTTOM OF WALL (FINISHED GRADE)

EXISTING CONTOUR

T.S. TOP STEP

B.S. BOTTOM STEP

PROPOSED STORM MANHOLE

PROPOSED YARD INLET /JUNCTION BOX

PROPOSED HEADWALL OUTFALL

PIPE FLOW DIRECTION

PROPOSED UNDER DRAIN PIPE

PROPOSED TRENCH DRAIN

PROPOSED DRAIN PIPE

PROPOSED CLEAN OUTCO

DRAINAGE LEGEND:

D DOWN SPOUT

PROPOSED 6" PIPE DOWN SPOUT CONNECTION

T/WALL

UPPER FLOOR

LOWER FLOOR

NOTES:

1. REFER TO STRUCTURAL DRAWINGS FOR WALL DETAILS AND

DIMENSIONS. WALLS SHOWN IN THIS DETAIL ARE NOT FOR

CONSTRUCTION PURPOSES.

2. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION AND

ELEVATIONS OF THE UNDER DRAIN PIPES AND TRENCH DRAINS. THE

UNDER DRAIN PIPES AND TRENCH DRAINS SHALL BE SLOPED TO THE

DRAINAGE SYSTEM POINTS OF INTERCONNECTION.

3. REFER TO STORM PROFILES FOR ELEVATION OF 18" AND 24" STORM

LINES

6'-0"

4" (TYP.)

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

26439

L IC ENS ED

AutoCAD SHX Text

WEST WING DRAINAGE KEYNOTES

AutoCAD SHX Text

WESTERN SIDE DRAINAGE ILLUSTRATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A

AutoCAD SHX Text

PIPE PWL

AutoCAD SHX Text

TRENCH DRAIN WT

AutoCAD SHX Text

UNDER DRAIN PIPE W1: 4" PERFORATED PIPE W/ FILTER SOCK

AutoCAD SHX Text

UNDER DRAIN PIPE W2: 4" PERFORATED PIPE W/ FILTER SOCK

AutoCAD SHX Text

UNDER DRAIN PIPE W3: 6" PERFORATED PIPE WITH FILTER SOCK

AutoCAD SHX Text

PIPE PWU

AutoCAD SHX Text DOWNSPOUTS CONNECT WITH INSERTA-TEE ALONG THE PIPES LENGTH, UNLESS DOWNSPOUT IS AT JUNCTION BOX LOCATION, THEN CONNECT TO JUNCTION BOX.

AutoCAD SHX Text C/L

AutoCAD SHX Text

3.77' TO BUILDING FACE

AutoCAD SHX Text

EXISTING GRADE (VARIES)

AutoCAD SHX Text

PROPOSED GRADE; 2:1 MAX. INSTALL EROSION CONTROL MATTING

AutoCAD SHX Text

LANDSCAPE EDGING; SEE DETAIL

AutoCAD SHX Text

WASHED #2 STONE BACK FILL. COMPACT IN 8" LIFTS

AutoCAD SHX Text

GEOTEXTILE FILTER FABRIC

AutoCAD SHX Text 4" LAYER OF DECORATIVE RIVER STONE: STONE TO BE 2-3" DIAMETER. CONTRACTOR TO SUBMIT SAMPLES

AutoCAD SHX Text

GEOTEXTILE FILTER FABRIC; PIN BEHIND LANDSCAPE EDGING

AutoCAD SHX Text

TOP OF EXISTING RETAINING WALL = 398.3

AutoCAD SHX Text

3" LAYER OF PINE BARK MULCH OVER WEED FABRIC

AutoCAD SHX Text

18" OF PLANTING SOIL. TOPSOIL AND COMPOST BLEND. SEE SPECS.

AutoCAD SHX Text WASHED 57s DRAINAGE STONE

AutoCAD SHX Text

3" LAYER OF PINE BARK MULCH OVER WEED FABRIC

AutoCAD SHX Text

18" OF PLANTING SOIL. TOPSOIL AND COMPOST BLEND. SEE SPECS.

AutoCAD SHX Text WASHED 57s DRAINAGE STONE evan Callout

DELETE JB-11 FROM SCOPE AND EXTEND

PIPE TO POOL DECK STRUCTURE "S-128" IN

VOLUME B SCOPE. MAINTAIN PIPE SLOPE AND

COORDINATE SHOP DRAWINGS.

evan Line evan Cloud evan Snapshot

D D

MH-11

STA: 1+57.01

N = 3476227.41 E = 4282541.12

MATCHLINE B

MATCHLINE CW

-1

MH-12

STA: 1+29.02

N = 3476225.41 E = 4282513.20

MATCHLINE A

PWU-4

PWU-6A

PWU-3

PWL-1

JB-18

STA: 3+85.73

N = 3476267.10 E = 4282509.18

JB-17

STA: 3+73.00

N = 3476279.79 E = 4282508.17

YI-2

STA: 2+13.60

N = 3476283.84 E = 4282536.80

FLOOR DRAIN 1

STA: 2+08.21

N = 3476278.47 E = 4282537.17

YI-1

STA: 1+92.80

N = 3476263.09 E = 4282538.37

PWU-5B

PWU-5A

COCOCO

CO CO

YI-3

STA: 2+65.20

N = 3476335.45 E = 4282538.39

MATCHLINE B

W -2

W -3

MATCHLINE D

W -3W

-2

W -1

PWU-6B

PWU-6A

JB-17

STA: 3+73.00

N = 3476279.79 E = 4282508.17

JB-16

STA: 3+24.64

N = 3476328.07 E = 4282508.60

PWL-2

YI-2

STA: 2+13.60

N = 3476283.84 E = 4282536.80

CO CO

YI-4

STA: 3+24.16

N = 3476392.51 E = 4282552.87

YI-6

STA: 3+74.41

N = 3476437.36 E = 4282575.40

MATCHLINE C

W -3W

-2

W -1

PWU-9

PWU-7

MATCHLINE E

JB-15

STA: 2+35.73

N = 3476413.92 E = 4282530.31

PWL-3

PWU-8

YI-6

STA: 3+74.41

N = 3476437.36 E = 4282575.40

YI-7

STA: 4+28.64

N = 3476479.80 E = 4282609.21

MATCHLINE D

MATCHLINE E

W -1

W -2

W -3

W-1

W-2

PWU-10

PWU-11

MATCHLINE F

PWL-4

JB-14

STA: 1+46.89

N = 3476488.32 E = 4282578.20

PWL-5

PWU-13

MATCHLINE B

MH-13

STA: 0+65.29

N = 3476177.00 E = 4282471.75

HW-2

STA: 0+00.44

N = 3476175.41 E = 4282406.92

MH-14

STA: 0+37.23

N = 3476176.31 E = 4282443.70

PWU-3

PWU-2 PWU-1

38037

D D

YI-8

STA: 4+83.53

N = 3476514.31 E = 4282651.70

JB-11

STA: 0+00.00

N = 3476568.77 E = 4282699.10

MATCHLINE E

W-1

W-2

W-3 YI-9

STA: 5+37.97

N = 3476538.64 E = 4282700.03

PWU-12

PWL-7

JB-12

STA: 0+06.37

N = 3476566.42

E = 4282693.18JB-13

STA: 0+67.54

N = 3476539.66

E = 4282638.34 PWL-6

COCO

ACCOUNT NO.

785CA7UBH0600

DRAWING INFORMATION

CHECKED BY

DRAWN BY

DRAWING DATE

A&E FILE NO.

PHASE

RTA DATE

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF THE REVISIONS DESCRIPTION OF THE REVISIONS DATE

DECA LOG #

AS BUILT DATE

DRAWING NO.

K. NORMAN BERRY ASSOCIATES ARCHITECTS, PLLC

815 WEST MARKET STREET, SUITE 502

LOUISVILLE, KENTUCKY 40202

PHONE: 502-582-2500

WEBSITE: WWW.KNBARCH.COM

RDM

EPM/AS

08/01/2025

Project Number

Structural Repairs + Renovation PH-3 Volume A

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

element design landscape architecture+civil engineering+planning

366 South Broadway Lexington, KY 40508

p. 859.389.6533

1018 E. Jefferson St Louisville, KY 40206

p. 502.489.4221

720 Applewood Road Murray, KY 42071

p. 270.210.6644

08/01/2025

SITE DRAINAGE PLAN - WEST WING ENLARGEMENTS

SCALE: 1" = 10'

DRAINAGE ENLARGEMENT PLAN - WEST WING

TRUE NORTH

ENLARGEMENT- A ENLARGEMENT - C

ENLARGEMENT - DENLARGEMENT - B

ENLARGEMENT - E

A-C3.2

ENLARGEMENT- F

PWU: PIPE WEST UPPER LEVEL

PWL: PIPE WEST LOWER LEVEL

W-1: UNDERDRAIN

W-2: UNDERDRAIN

W-3: UNDERDRAIN

NOTES:

EXISTING SURVEY CONTOURS TUNED OF FOR

VISIBILITY PURPOSES. REFER TO GRADING SHEET

FOR CONTOUR INFORMATION.

SITE LEGEND:

79.2

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

M.E. MATCH EXISTING

T.C. TOP OF CURB

B.C. BOTTOM OF CURB

H.P. HIGH POINT

FFE FINISH FLOOR ELEVATION

T.R. TOP OF RAMP

B.R. BOTTOM OF RAMP

T.W. TOP OF WALL

B.W. BOTTOM OF WALL (FINISHED GRADE)

EXISTING CONTOUR

T.S. TOP STEP

B.S. BOTTOM STEP

PROPOSED STORM MANHOLE

PROPOSED YARD INLET /JUNCTION BOX

PROPOSED HEADWALL OUTFALL

PIPE FLOW DIRECTION

PROPOSED UNDER DRAIN PIPE

PROPOSED TRENCH DRAIN

PROPOSED DRAIN PIPE

PROPOSED CLEAN OUTCO

DRAINAGE LEGEND:

D DOWN SPOUT

PROPOSED 6" PIPE DOWN SPOUT CONNECTION

S T A

T E OF KENT UCKY

ROFES S IONA L ENGIN

R. DEREK

MOTSCH

26439

L IC ENS ED

AutoCAD SHX Text

AutoCAD SHX Text evan Callout

CONNECT FLOOR DRAIN AND DOWNSPOUT TO JB-18

evan Cloud evan Callout

DELETE JB-11 FROM SCOPE AND EXTEND

PIPE TO POOL DECK STRUCTURE "S-128" IN

VOLUME B SCOPE. MAINTAIN PIPE SLOPE AND

COORDINATE SHOP DRAWINGS.

evan Line evan Cloud evan Snapshot evan Snapshot

400401

D D

E-2

MATCHLINE H

MATCHLINE G

E-1

MATCHLINE H

E-1

MATCHLINE I

E-1

E-2

E-3

MATCHLINE J

E-2

E-3

E-3 E-2

E-1

PEU-3

PEU-2

PEU-1

MATCHLINE I

MATCHLINE J

MATCHLINE K

MATCHLINE L

PEU-6A

PEU-6B

PEU-8

PEU-10

PEU-9

PEU-12

PEU-13

PEU-4

P E

L-

PEL-7

PEL-6

PEL-5

PEL-4

PEL-3

PEL-2

PEU-15

-1

MH-3

STA: 1+42.06

N = 3476265.51 E = 4283072.08

YI-12

STA: 5+57.73

N = 3476549.80 E = 4282835.91

YI-13

STA: 5+02.11

N = 3476533.39 E = 4282888.69

YI-14

STA: 4+46.64

N = 3476506.00 E = 4282936.61

YI-15

STA: 3+70.44

N = 3476452.75 E = 4282990.48

YI-16

STA: 3+44.53

N = 3476431.26 E = 4283004.86

YI-18

STA: 2+98.40

N = 3476389.77 E = 4283024.77

MH-4

STA: 1+70.05

N = 3476263.51 E = 4283044.16

MH-2

STA: 0+52.61

N = 3476185.00 E = 4283111.06

MH-1

STA: 0+25.00

N = 3476175.03 E = 4283136.80

YI-11

STA: 1+27.17

N = 3476465.39 E = 4282802.76

STA: 0+74.06

N = 3476468.33 E = 4282855.79

YI-19

STA: 2+29.83

N = 3476323.11 E = 4283039.67

YI-20

STA: 2+05.26

N = 3476298.61 E = 4283041.52

FLOOR DRAIN-2

STA: 2+21.44

N = 3476314.76 E = 4283040.44

YI-17

STA: 3+24.47

N = 3476413.66 E = 4283014.43

JB-1

STA: 3+98.85

N = 3476291.98 E = 4283070.75

JB-8

STA: 0+00.38

N = 3476578.19 E = 4282840.80

JB-7

STA: 0+20.73

N = 3476573.77 E = 4282860.67

JB-6

STA: 0+64.87

N = 3476559.13 E = 4282902.34

JB-5

STA: 1+44.30

N = 3476517.03 E = 4282969.60

JB-4

STA: 2+37.70

N = 3476446.06 E = 4283029.89

JB-3

STA: 3+38.02

N = 3476352.51 E = 4283064.95

JB-2

STA: 3+86.63

N = 3476304.19 E = 4283070.18

HW-1

STA: 0+00.00

N = 3476166.00 E = 4283160.12

PEU-5B

PEU-5A

PEU-7

CO CO

EAST LOWER LEVEL-STORM STRUCTURE CHART

STRUCTURE NAME

JB-1

JB-2

JB-3

JB-4

JB-5

JB-6

JB-7

JB-8

RIM ELEVATIONS

387.70

INVERT IN

PEL-2 = 384.93

PEL-1 = 385.18

PEL-3 = 384.43

PEL-4 = 383.96

PEL-5 = 383.57

PEL-6 = 383.35

PEL-7 = 383.25

INVERT OUT

PEL-1 = 385.24

PEL-3 = 384.93

PEL-2 = 385.18

PEL-4 = 384.43

PEL-5 = 383.97

PEL-6 = 383.58

PEL-7 = 383.35

NOTES

EAST UPPER LEVEL-STORM STRUCTURE CHART

STRUCTURE NAME

FLOOR DRAIN-2

HW-1

MH-1

MH-2

MH-3

MH-4

YI-11

YI-12

YI-13

YI-14

YI-15

YI-16

YI-17

YI-18

YI-19

YI-20

RIM ELEVATIONS

418.66

396.40

372.43

382.00

395.11

395.96

396.85

418.05

398.50

396.25

398.50

INVERT IN

PEU-15 = 412.92

PEU-6A = 390.87

PEU-1 = 369.88

PEU-2 = 376.00

PEU-3 = 387.97

PEU-4 = 390.47

PEU-5A = 390.61

PEU-13 = 392.28

PEU-14 = 391.12

PEU-12 = 392.00

PEU-10 = 391.62

PEU-9 = 391.49

PEU-8 = 391.39

PEU-7 = 391.26

PEU-6B = 390.91

PEU-5B = 390.79

INVERT OUT

PEU-14 = 409.57

PEU-5B = 390.87

PEU-1 = 376.00

PEU-2 = 388.00

PEU-3 = 389.90

PEU-4 = 390.61

PEU-15 = 413.18

PEU-13 = 392.55

PEU-12 = 392.28

PEU-10 = 392.00

PEU-9 = 391.62

PEU-8 = 391.49

PEU-7 = 391.39

PEU-6B = 391.26

PEU-6A = 390.91

PEU-5A = 390.78

NOTES

EAST LOWER LEVEL-PIPE TABLE

Pipe Name

PEL-1

PEL-2

PEL-3

PEL-4

PEL-5

PEL-6

PEL-7

Length

12.217

48.633

100.428

93.549

79.617

44.206

20.368

Size

18.000

Slope

0.50%

0.48%

Notes

PIPE

EAST UPPER LEVEL-PIPE TABLE

Pipe Name

PEU-1

PEU-2

PEU-3

PEU-4

PEU-5A

PEU-5B

PEU-6A

PEU-6B

PEU-7

PEU-8

PEU-9

PEU-10

PEU-12

PEU-13

PEU-14

PEU-15

Length

25.000

27.607

89.453

27.990

35.206

16.180

8.390

68.513

26.045

20.032

25.870

76.051

55.307

55.387

72.910

53.108

Size

24.000

6.000

Slope

24.50%

43.47%

2.16%

0.50%

0.47%

0.46%

0.50%

25.30%

0.49%

Notes

PIPE

(CONCRETE)

ACCOUNT NO.

785CA7UBH0600

DRAWING INFORMATION

CHECKED BY

DRAWN BY

DRAWING DATE

A&E FILE NO.

PHASE

RTA DATE

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF THE REVISIONS DESCRIPTION OF THE REVISIONS DATE

DECA LOG #

AS BUILT DATE

DRAWING NO.

K. NORMAN BERRY ASSOCIATES ARCHITECTS, PLLC

815 WEST MARKET STREET, SUITE 502

LOUISVILLE, KENTUCKY 40202

PHONE: 502-582-2500

WEBSITE: WWW.KNBARCH.COM

RDM

EPM/AS

08/01/2025

Project Number

Structural Repairs + Renovation PH-3 Volume A

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

element design landscape architecture+civil engineering+planning

366 South Broadway Lexington, KY 40508

p. 859.389.6533

1018 E. Jefferson St Louisville, KY 40206

p. 502.489.4221

720 Applewood Road Murray, KY 42071

p. 270.210.6644

08/01/2025

SITE DRAINAGE PLAN - EAST WING

SCALE: 1" = 20'

DRAINAGE ENLARGEMENT PLAN - EAST WING

TRUE NORTH

E W

(G)

(H)

(I)

(J)

A-C3.3

(K)

(L)

PEU: PIPE EAST UPPER LEVEL

PEL: PIPE EAST LOWER LEVEL

M A

E-1: UNDERDRAIN

E-2: UNDERDRAIN

E-3: UNDERDRAIN

ET: EAST TRENCH DRAIN

GENERAL DRAINAGE NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY BFW ENGINEERS. THIS INFORMATION IS

PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 10, 2025.