RFB 025 2700000165 Addendum 1 Attachment A.pdf

November 3, 2026 ADDENDUM NO. 01, ATTACHMENT A

RE:

FROM:

TO:

Kentucky Court of Appeals Building

1003 Vandalay Drive

Frankfort, KY 40601

Project No. 23051

Brandstetter Carroll Inc.

Plan Holders

This addendum forms a part of the Construction Documents and modifies the original bidding documents dated September 11, 2026. Each bidder shall acknowledge receipt of this addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.

This Addendum consists of four (4) pages, and the following attachments:

1. C-002 – Site Demolition Plan

2. C-300 – Site Grading Plan

3. 280513 – Conductors and Cables for Electronic Safety and Security

GENERAL ITEMS:

None.

QUESTIONS & CLARIFICATIONS:

1. Undercut / stabilization. Geotechnical report Sections 4.1 and 4.4 recommend undercutting fat clay 1.5 ft below slabs and pavements and replacing it with low-volume-change material, or chemically stabilizing it. S-101 shows no undercut, Section 31 20 00, 1.6.C makes the report information only and refers to the Drawings, and S-001 (Grade Supported Floor

Slabs, note 1.C) applies the report's earthwork recommendations to the slab subgrade. Is any undercut or stabilization part of the base bid (locations and depth)? Or is it paid as authorized additional excavation (31 20 00, 3.8) at the bid unit prices?

A. Refer to replacement Drawing C-300 for requirements for undercutting and replacing soil under the proposed building pad.

2. Slab subgrade compaction. Through S-001 note 1.C, the report calls for 98% standard Proctor under slabs (Section 5.3); 31 20 00, 3.15.C.1 calls for 95%. Which governs under the building slab?

A. Refer to revised specification Section 312000 Earth Moving 3.15.C.1.

3. Reuse of on-site soil. May on-site lean clay (CL) be used as fill and backfill where the testing agency approves it, with only the existing fat clay (CH) fill exported as unsatisfactory (31 20

00, 2.1)?

A. Yes, reuse of suitable on site soil material is allowable where directed by the testing agency.

4. Existing pavement section. All 2023 and 2025 borings were in grass areas. Please provide the existing asphalt and aggregate base thickness in the C-002 keynote 2 full-depth removal areas.

A. Existing pavement section is unknown and likely to vary across the site. Bidders will have to make assumptions regarding existing asphalt and aggregate base depths. No additional compensation will be considered for pavement removal.

5. Storm structures and pipe. C-001 keynote 4 marks nine existing structures to be removed; C-

002 keynote 6 points to only four. Confirm all nine are removed. C-002 shows pipe removal

(keynote 7) only on the south run; confirm whether pipe at the other structures is also removed, with extents, sizes and material.

A. Refer to revised Drawing C-002 for keynote clarifications of intent of existing storm removal inlets.

6. Concrete pavement. The C-002 legend lists "existing concrete pavement to be removed," but no area on the plan carries that hatch. Confirm no concrete pavement removal is intended.

A. Correct, there is no concrete pavement removal intended.

7. Curbs at the north islands. Two north islands are hatched keynote 12 (landscape island to be removed), but their curbs are not marked keynote 1. Confirm the curbs around these islands are removed.

A. See revised Drawing C-002 for additional clarification.

8. Protected tree in an island. The keynote 9 tree protection at the east end of the lot is inside an island hatched keynote 12. Confirm the tree remains and how much of the island around it stays in place.

A. Correct, protect one tree in plan east (actual south) island / lot as shown. Grade under drip line of tree to remain in place to protect roots.

9. Tree removal limits. Aerial imagery shows more trees along Vandalay Drive near the limits of disturbance than are marked keynote 8. Confirm only keynote 8 trees are removed.

A. Aerial imagery available online is outdated. There has been significant road construction and a roundabout constructed on Vandalay Drive that removed many of the trees that show up in current online aerials. Please refer to the Site Survey included in the drawings, which includes an updated aerial photo and tree locations.

10. Signs. Keynote 10 says "typical all signs within limits of work." Please provide the number and locations of signs to be removed.

A. This note refers to any signage such as regulatory signage within the limits of demolition that would be incidental to removing pavements, curbs, islands, mass earthwork.

11. Utility markers. General note G requires salvaging and reinstalling existing utility markers.

Which markers are included, and where are they stored and reinstalled?

A. At this time there are no known utility markers. If any are encountered, these should be marked on field drawings and salvaged for later reinstallation.

12. Specification reference. 31 10 00, 1.2.B.5 refers to "Division 23 Section Turf and Grasses and

Plants" for finish grading and placing planting soil. Confirm this should read Sections 32 92 00

Turf and Grasses and 32 93 00 Plants.

A. Correct, this should read Division 32, not Division 23.

13. Please provide a definitive furnish/install responsibility matrix for security cameras, card readers, intercom stations, electric locks/strikes, door contacts, power transfer devices, security power supplies, access-control panels, DVR/monitor equipment, courtroom JAVS devices, pathways, cabling, terminations, programming, and testing. Section 28 14 52 generally includes pathways/cabling/rough-in and states Owner-furnished terminal devices are installed by Contractor, while E-503 includes Owner-furnished/Owner-installed courtroom

A/V cabling and other differing furnish/install notes.

A. Scope is defined on Contract Drawings, refer to Systems Scope of Work Schedule and details on Sheets E-002, E-502 and E-503.

14. Section 28 05 13 is included in the Kentucky Court of Appeals Project Manual, but its page headers identify “Project No. 21022 – Jessamine County Judicial Center.” Please confirm

Section 28 05 13 is intended to apply to Project No. 23051 and identify any requirements that are not applicable or require revision.

A. See updated section 280513 attached to this addendum.

15. Section 221113 contains references requiring valve boxes and water-service components to comply with KAW requirements, while the drawings identify Frankfort Plant Board as the serving water utility. Please confirm Frankfort Plant Board standards are the controlling utility requirements and that KAW references are not applicable to this project.

A. See revision to Specification section 221113 below.

16. Section 01 43 39 requires integrated exterior mockups, and A-502 depicts a mock wall constructed on a 6-inch concrete slab with bracing. Please confirm the required number of integrated mockups, whether the A-502 mock wall represents the full required mockup scope, and whether the temporary mockup/slab is to be demolished and removed after acceptance/testing.

A. The mock wall scope shown on A/502 is the full extent of the mockup scope. Refer to specification §014000.1.8-9 and §014000.1.8-10 for removal requirements of mockup.

17. The electrical drawings indicate the pad-mounted transformer is by the utility and assign the Contractor the pad, grounding, metering provisions, primary raceways, and secondary feeders. Please confirm whether any utility transformer/service-extension/contribution charges, permanent service fees, or meter fees are to be paid by the Owner/utility or included in the Contractor’s base bid. If Contractor-paid, please provide the applicable utility contact/fee basis or allowance.

A. Refer to Drawing Sheet E-002, Site Utilities General Note B and replace with “B. Charges from the utility company will be paid by the Owner”.

18. Can copies of CAD files be sent to bidders? We use for site work. Or sent out with the next addendum.

A. CAD files will not be made available during bidding but may be available upon request once contracts have when awarded. Contractors are to utilize the provided Bidding set of Contract Documents for bidding purposes.

19. Several architectural details contain incomplete references for the wall-mounted handrail, Base Profile B1, Trim Profile T1, and Rail Profile R1. Please provide the missing detail references and confirm the required profiles, materials, dimensions, attachment/blocking requirements, and finishes for these assemblies.

A. References for Base Profile B1, Trim Profile T1, and Rail Profile R1 are provided, including dimensions. Refer to details D1/A-502 and D2/A502. Submit specific references for any other perceived deficiencies or conflicts.

20. C-003 Note 48 requires final approval of pavement designs by the Geotechnical Engineer prior to construction. Please confirm that the pavement sections shown on C-601 are the final basis for bidIf [sic] revisions are anticipated, please issue the final approved pavement sections prior to bid.

A. Pavement sections shown on C-601 are the final basis for bid and are based on the Geotechnical report, no revisions are anticipated.

21. Sheet U-102 indicates four (4) OL8 fixtures at the entrance plaza outside Vestibule 100, with Keynote 26 requiring installation flush with the pavement, 2'-0" from the columns. However, Sheet E-601 identifies OL8 as a recessed ceiling-mounted downlight, while OL10 is scheduled as an in-grade luminaire. Additionally, Sheet E-101 identifies four (4) OL8 fixtures near Vestibule 112, but no OL10 fixtures have been identified on the electrical plans. Please confirm whether the four (4) OL8 fixtures shown on Sheet U-102 should be designated OL10 and clarify the required fixture quantities and locations for bidding purposes.

A. Refer to U-102. Revise 4 fixtures tagged as ‘OL8’ at columns to ‘OL10’.

22. Sheet E-101 identifies two (2) BE lighting fixtures; however, fixture designation BE is not included in the Light Fixture Schedule on Sheet E-601. Please provide the specified fixture description, manufacturer/model, emergency lighting requirements, and mounting details for the BE fixtures.

A. Add type ‘BE’ to Light Fixture Schedule on E-601 to be “Same as type “B” except with

10W integral emergency battery backup, nickel cadmium batteries, UL listed and five year warranty.”

23. Sheet U-102, Note 31 requires a receptacle pedestal with GFCI receptacle and 20A switch hardwired to the sump pump within the vault. Detail E-501 references the plans for circuit and conduit requirements; however, the only circuit designation identified is P1-39, scheduled with a 20A breaker on E-602. Please confirm whether both the GFCI receptacle and sump pump are to be served by circuit P1-39, or whether separate circuits are required.

Additionally, please confirm the sump pump electrical characteristics and any associated disconnecting or control requirements for bidding purposes.

A. Add to Sheet Note 31: “Sump pump/switch connected to load side of GFCI receptacle.”

SUBSTITUTION REQUEST APPROVALS:

All substitutions are still bound by criteria set forth within specification and the drawings. No deviations from requirements will be accepted because of product substitution. Contractor is responsible for burden of proof of compliance with specification.

None.

CHANGES TO DRAWINGS:

1. C-300 – Site Grading Plan

A. See revised drawing for approximate location of Borings performed by Geotechnical

Testing Agency and included in Project Geotechnical Report. Refer to Geotechnical

Report for additional information and documented locations.

B. See revised drawing for requirements of over excavation extents of 1.5’ of poor soils at building pad per the Geotechnical Report recommendations.

2. U-102 – Site Plan – Electrical

A. Revise 4 fixtures tagged as ‘OL8’ at columns to ‘OL10’

3. E-002 – Site Utilities

A. Refer to General Note B and replace with “B. Charges from the utility company will be paid by the Owner”.

CHANGES TO SPECIFICATIONS:

1. 221113 – Facility Water Distribution Piping

A. Revise all references from Kentucky American Water (KAW) to Frankfort Plant Board

(FPB).

2. 262726 – Wiring Devices

A. Refer to subparagraph 2.13.A.2 and 2.13.A.3, revise material to: “High-impact thermoplastic (nylon) with smooth finish from same manufacturer as the device and color matching the device.”

3. 280513 – Conductors and Cables for Electronic Safety and Security

A. Delete previous Specification in its entirety and replace it with the attached.

4. 311000 – Site Clearing

A. Refer to subparagraph 1.2.B.5, revise to the following: “refers to "Division 32 Section “Turf and Grasses and Plants” …”.

5. 312000 – Earth Moving

A. Refer to subparagraph 3.15.C 1, revise to note compaction under structures and building slabs shall be 98%.

END OF ADDENDUM NO. 01

J

J

The new look for Digging Safely in Kentucky

Call 811 Before You Dig.

PROJECT NO.

BRANDSTE R

A ROL IN

TT E

C R L C

ARCHITECTS + ENGINEERS + PLANNERS

www.brandstettercarroll.com

© 2026 Brandstetter Carroll Inc. All rights reserved

ISSUE DATE:

REVISIONS:

2360 Chauvin Drive, Lexington, KY 40517

p. 859.268.1933

23051

1003 VANDALAY DR.

FRANKFORT, KY 40601

09/11/2026

FRANKFORT COURT

OF APPEALS

landscape architecture + civil engineering

DEMOLITION KEYNOTES

1. EXISTING CONCRETE CURB AND GUTTER TO BE REMOVED.

2. EXISTING ASPHALT PAVEMENT TO BE REMOVED, FULL PAVEMENT SECTION INCLUDING

STONE BASE.

3. EXISTING ASPHALT PAVEMENT SURFACE TO BE MILLED 1 1/2".

4. EXISTING CONCRETE SIDEWALK PAVEMENT TO REMAIN, NOTIFY ARCHITECT OF ANY FIELD

ISSUES OBSERVED WITH CONDITION OR LOCATION.

5. EXISTING LIGHT POLE AND ASSOCIATED ELECTRICAL ITEMS TO BE REMOVED, SEE

ELECTRICAL SITE DEMOLITION DRAWINGS.

6. EXISTING STORM STRUCTURE TO BE REMOVED.

7. EXISTING STORM LINE TO BE REMOVED.

8. EXISTING TREE AND / OR BRUSH TO BE REMOVED

9. EXISTING TREE TO BE PROTECTED WITH TREE PROTECTION FENCING, SEE DETAIL A/C-600

10. EXISTING SIGNAGE AND FOOTING TO BE REMOVED, TYPICAL ALL SIGNS WITHIN LIMITS OF

WORK.

11. EXISTING IRRIGATION CONTROL VALVE & BOX, IRRIGATION IS NO LONGER ACTIVE, VERIFY

WATER AND ELECTRICAL ARE DEAD, REMOVE VALVE AND BOX AND BACKFILL WITH DGA

IN AREAS TO BE PAVED.

12. EXISTING LANDSCAPE AREA IN PARKING LOT ISLAND TO BE REMOVED.

SITE DEMOLITION LEGEND

SITE DEMOLITION GENERAL NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED FROM

A SURVEY BY ENDRIS ENGINEERING. 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 CONTRACT 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 UTILITY LOCATIONS.

C. SAWCUT EDGES OF EXISTING PAVEMENT WHERE NEW PAVEMENT ABUTS AND / OR EXISTING

PAVEMENT IS INDICATED TO BE REMOVED.

D. CONTRACTOR TO PROTECT ALL EXISTING TREES TO REMAIN- ALL TREES WITHIN THE

LIMITS OF WORK SHALL BE PROTECTED. CONTRACTOR SHALL NOTIFY LANDSCAPE

ARCHITECT IF ANY TREES ARE DAMAGED ON OR OFF SITE. NO MATERIALS ARE TO BE

STORED UNDER A TREE IN ANY CIRCUMSTANCE. THE CONTRACTOR SHALL MAINTAIN TREE

PROTECTION FENCING WHERE INDICATED AND FOR ALL EXISTING TREES WITHIN THE LIMITS OF

THE CONSTRUCTION FENCING. TREE PROTECTION FENCING SHALL BE CONSTRUCTED OF

SAFETY FENCE WITH STEEL 'T' SECTION FENCE POSTS SPACED AT 6' MAXIMUM; LIMIT OF FENCE

TO ALIGN WITH CANOPY / DRIP EDGE OF TREES TO AVOID DAMAGE TO EXISTING TREES

DURING CONSTRUCTION.

E. CONTRACTOR SHALL PROTECT ALL SURROUNDING AREAS. CONTRACTOR SHALL REPAIR

ANY DAMAGES TO OFF OR ON SITE PROPERTY THAT IS NOT LISTED TO BE REMOVED AT NO

ADDITIONAL COST TO OWNER.

F. SEE SPECIFICATIONS FOR OTHER DEMOLITION AND SITE CLEARING REQUIREMENTS.

G. CONTRACTOR SHALL PROTECT ALL UTILITY STRUCTURES. ANY DAMAGES TO UTILITIES ON

OR OFF SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR REPAIR AT NO

ADDITIONAL COST TO OWNER. THE CONTRACTOR SHALL SALVAGE AND REINSTALL ALL

EXISTING UTILITY MARKERS IN NEW PAVEMENT.

H. PROTECT ALL WALKWAYS, WALLS, VEGETATION, TREES AND OTHER IMPROVEMENTS

WITHIN THE CONSTRUCTION LIMITS THAT ARE NOT INDICATED FOR REMOVAL. ANY DAMAGE

OR DESTRUCTION OF SUCH SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE

OWNER.

I. WHERE ITEMS ARE INDICATED TO BE SALVAGED AND RETURNED TO OWNER, THE OWNER

SHALL DESIGNATE A LOCATION FOR CONTRACTOR TO DELIVER AND OFFLOAD SALVAGED

ITEMS.

J. FOR WORK SCOPE ITEMS OUTSIDE OF THE CONSTRUCTION FENCE, THE CONTRACTOR

SHALL PROVIDE TEMPORARY FENCE AND SIGNAGE TO DIRECT PEDESTRIANS AROUND

CONSTRUCTION AREAS AS NEEDED FOR DEMOLITION AND CONSTRUCTION IN THESE AREAS.

CONTRACTOR SHALL MINIMIZE THE DURATION OF WORK OUTSIDE OF THE CONSTRUCTION

FENCE AS MUCH AS FEASIBLE, AND SHALL NOTIFY OWNER OF ANY PROPOSED CHANGES TO

THE CONSTRUCTION FENCE AND WORK OUTSIDE OF THE CONSTRUCTION FENCE A MINIMUM OF

72 HOURS IN ADVANCE.

EXISTING ASPHALT PAVEMENT TO BE

REMOVED- FULL PAVEMENT SECTION

EXISTING CONCRETE CURB AND GUTTER TO BE

REMOVED, SEE KEYNOTE 2

EXISTING CONCRETE PAVEMENT TO BE

REMOVED, SEE KEYNOTE 6

EXISTING TREE TO BE PROTECTED WITH TREE

PROTECTION FENCING, SEE GENERAL NOTES. EXTEND

TREE FENCING TO DRIP LINE OF TREE- SEE DETAIL

A/C-600; NO PARKING, MATERIAL STORAGE OR

GRADING TO TAKE PLACE WITHIN DRIPLINE OF EXISTING

TREES

EXISTING TREE TO BE REMOVED, SEE KEYNOTES AND

SPECIFICATIONS 'SITE CLEARING' FOR ADDITIONAL

REQUIREMENTS

EXISTING UTILITY LINE TO BE REMOVED AND / OR

RELOCATED SEE KEYNOTES

666 777

8 8 8 8

PROPOSED BUILDING

SITE DEMOLITION PLAN

C-002

SITE DEMOLITION PLAN

W

ESTR

ID

G

E D R

IVE

VANDALAY DRIVE

EXISTING ASPHALT

PAVEMENT TO MILLED 1 1

2"

AND RESURFACED

LANDSCAPE ISLAND TO BE

REMOVED AND PREPARED

FOR NEW PAVEMENT

ADDENDUM 11

ADDENDUM 1

1 1

1 1

FFE 777.5

W FP FP FP FP FP FPV

PIV

FDC

CO

SAN

SAN

SAN

SAN

SAN

SAN

SAN

W W W W W W

D N

U P

U P

STOP

ONE WAY

DO NOT

ENTERSTOP

FFE 777.5

+773.30

+ 73.9

4 773

+773.4

76.0

7.

775.2

+775.70

+ 77 7.

+777.2

75.1

+775.3

774.9

775.46

+774.00

+ 775.0

CB 774.15

CB 772.40

CB 774.50CB 774.50CB 774.50

C B 774.20

CB 774.50

774.5

776.30

776.30

+775.80

776.30

776.30

HP

775.4

C B

2.

C

B

2.

H

P

3.

+H P

3.

CB 772.40

H

P

4.

+774.20

.1

776.45

776.35

+776.40

+775.50

+777.20

+777.2

776.70

776.7

+776.7 777.2

774.50

5.

774.6

775.00

775.50

777.10

7.

767.7

HP

+774.3

7.

7.

7.

76.0

776.00

776.00

776.5

776.0

777.50

+HP 776.25

CB

774.50

+HP 776.2

+776.10

+ 77 7.

+7

.6

777.10

6.

6.

+ 77 6.

+ 77 6.

HP 75.7

74.8

775.0 +

+ 773.5

CB

774.35

.1

.2

CB

774.20

+777.5 +777.35

+777.2

777.20

777.35

777.10

+777.40

EJ

EJ

EJ

EJ

EJ

EJ

EJEJ EJEJ

EJ

EJ

EJ

EJ

EJ

EJ

775.8

++775.3

775.8

775.9

+777.3

774776

775 77

75.9

75.5

+75.9

RE

SE

RV

ED

EJ

RE

SE

RV

ED

RE

SE

RV

ED

RE

SE

RV

ED

RE

SE

RV

ED

RE

SE

RV

ED

RE

SE

RV

ED

RE

SE

RV

ED

+775.0

775.0

+ 775.3

774.5

76.3

776.0 776.0

775.8775.7

76.3776.0 776.0

775.5775.8

+ 774.4774.0

773.5

774.0

772.49 ME

72.66

72.8

73.7 73.3

73.4

72.9 73.0

71.5

71.1

71.8

72.4

72.5

72.23 72.0

74.8

+75.4 ME +75.2 ME +75.4ME +75.5ME +75.5ME

75.2 75.2

774.9

74.8

74.8

75.2 75.2

774.9

74.8

74.8

75.2 75.2

774.9

74.9

74.8

75.2 75.1

+775.3

774.2

774.2

+ 774.4

74.1

74.5

+775.3

75.0

75.1

75.1

+ HP

75.2 77

+773.7

3.

+ 77 3.

4.

4.

3.

+74.5

+74.3

775.85

776.1

775.6

775.80

775.85

EJ

EJ

EJ

EJ

EJ

EJ

STOPSTOPSTOPSTOP

STOP

STO

P

ST

O

P

STOP

STOPSTOP

STOP

+74.8

+ 75.0

+ 74.9

+77 4.0

+ 73 .6

3.

++ 771.86 771.85

MEME

ME

ME

ME

ME

ME

774.2

ME

776.3 ME776.3 ME

75.45ME

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

STR

M

ST

R

M

ST

R M

ST

R

M

ST

R M

ST

R

M

STRM

STRM

STRM

STRM

STRM STRM STRM STRM STRM

STRM

STRM

STRM

STRM

STRM

STRM

STRM

ST

R

M

ST

R M

ST

R

M

ST

R M

ST

R

M

ST

R M

ST

R

M

STRM STRM STRM STRM STRM STRM STRM STRM STRM STRM

STRM

STRM

STRM STRM

STRM

STRM STRM STRM STRM STRM STRM STRM STRM STRM STRM STRM

STRM STRM

STRM

STRM

STRM STRM STRM

STRM STRM

ST

R

M

ST

R M

ST

R

M

ST

R M

ST

R

M

ST

R M

STRM

STRM

STRM

STRM

STR

M

STR

M

STRM

STRM

STRM

STRM

STRM

STRM

EJ

J

J

ST

R

M

ST

R M

P-

B-

B-

B-

B-

P-

B-

P-

PROJECT NO.

BRANDSTE R

A ROL IN

TT E

C R L C

ARCHITECTS + ENGINEERS + PLANNERS

www.brandstettercarroll.com

© 2026 Brandstetter Carroll Inc. All rights reserved

ISSUE DATE:

REVISIONS:

2360 Chauvin Drive, Lexington, KY 40517

p. 859.268.1933

23051

1003 VANDALAY DR.

FRANKFORT, KY 40601

09/11/2026

FRANKFORT COURT

OF APPEALS

landscape architecture + civil engineering

GRADING LEGEND

+93.0

991 PROPOSED CONTOUR

PROPOSED SPOT

ELEVATION

ME

GRADING & DRAINAGE NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN IS FROM A

SURVEY PROVIDED BY ENDRIS ENGINEERING 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.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. 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. ELEVATIONS SHOWN

AT CURBS ARE BOTTOM OF CURB UNLESS NOTED TC.

G. LIMIT OF GRADING EXTENTS TO INCLUDE ALL AREAS DISTURBED BY ALL

SITE UTILITY WORK, REFER TO SITE UTILITY DRAWINGS FOR LOCATIONS OF

PROPOSED SITE UTILITIES.

H. REFER TO SPECIFICATION / PROJECT MANUAL FOR ADDITIONAL

REQUIREMENTS.

I. ADJUST RIM ELEVATIONS OF ALL EXISTING STRUCTURES TO MATCH

PROPOSED FINISHED GRADES.

J. 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.

GRADING KEYNOTES

1. MATCH EXISTING GRADES AT PAVEMENT EDGES.

2. SLOPED WALKWAY, LONGITUDINAL SLOPE TO BE LESS THAN 5%, CROSS SLOPE TO BE MAX.

2%.

3. FLUSH CURB CONDITION AT DROP OFF / PLAZA AREA.

4. AT ADA PARKING SPACES, SLOPE NOT TO EXCEED 2% IN ANY DIRECTION.

5. AREA OF OVEREXCAVATION OF 1.5' OF POOR SOILS AND REPLACEMENT WITH EITHER

SUITABLE SOIL FILL OR DGA STONE FILL AS DEFINITED IN SPECIFICATIONS 'EARTH MOVING'.

EXTEND LIMITS OF OVEREXCAVATION 5' OUTSIDE OF BUILDING FOOTPRINT.

991 PROPOSED CONTOUR

CATCH BASINCB

DRAINAGE DIRECTION

HIGH POINTHP

TOP OF WALLTW

The new look for Digging Safely in Kentucky

Call 811 Before You Dig.

SITE GRADING PLAN

C-300

SITE GRADING PLAN

W

ESTR

ID

G

E D R

IVE

VANDALAY DRIVE

SEE ENLARGED PLAN SHEET L301

LIMIT OF CONSTRUCTION -

EXTEND TO INCLUDE SITE

UTILITY WORK

1 1 1

1 1

AREA OF OVEREXCAVATION 1.5' AND HAUL OFF

OF POOR SOILS BENEATH PROPOSED BUILDING

FOOTPRINT, EXTEND LIMITS OF

OVEREXCAVATION AND REPLACEMENT TO 5'

OUTSIDE OF BUILDING FOOTPRINT.

SEE KEYNOTE 5

ADDENDUM 11

ADDENDUM 11

KENTUCKY COURT OF APPEALS BUILDINGPROJECT NO. 23051

THIS PAGE LEFT BLANK INTENTIONALLY