Addendum Two .pdf

PDF 3 MB Posted Mar 5, 2025

Attached to: RFB-190-25 DOCJT Skills Course Pavement and Drainage Impr
Solicitation number: RFB-785-2500000493-3
Issued by: Lewis County, Kentucky

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Written by GovTribe AI · Mar 6, 2025

This is Addendum Two for RFB-190-25 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration for Skills Course Pavement and Drainage Improvements at the Department of Criminal Justice Training in Richmond, Kentucky. The addendum, dated March 5, 2025, provides modifications to the specifications and drawings including clarifications on demolition, clearing, landscape requirements, and floodplain restrictions. Key changes include limits on root removal within floodplains, requirements for brush/tree clearing, herbicide treatment of stumps, replacement of sod requirements with seeding/hydroseeding specifications, and detailed requirements for crack and joint filling in existing pavement.

The addendum includes technical specifications for asphalt work, requiring proofroll testing witnessed by a testing agency with remediation of failed areas as additional work. Crack and joint filling specifications require emulsified-asphalt slurry for joints less than 1/4" wide and hot-applied joint sealant meeting ASTM D 6690 Type II for larger joints. The Kentucky Division of Water prohibits equipment causing substantive earth disturbance in the floodplain, though brush mowers and forestry mowers are permitted if brush removal occurs flush with grade. Equipment with steel/metal tracks is explicitly prohibited.

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File	Type	Posted
Final_RFB_785_2500000493_1_SO_FORM.PDF	PDF	Mar 5, 2025
Final_RFB_785_2500000493_3_SO_FORM.PDF	PDF	Mar 5, 2025
Addendum One .pdf	PDF	Mar 5, 2025
Final_RFB_785_2500000493_2_SO_FORM.PDF	PDF	Mar 5, 2025

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-190-25

FOR: Skills Course Pavement and Drainage Improvements Department of Criminal Justice Training Richmond, Kentucky

DATE: March 5, 2025

RFB-785-2500000493

ADDENDUM NO. Two (2)

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-190-25 For: Skills Course Pavement and Drainage Improvements Department of Criminal Justice Training Richmond, Kentucky

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

RFB-190-25 DOCJT - Skills Course Pavement and Drainage Improvement Addendum #2 – 03/05/2025

Plan Sheet C0.0

Demolition and Clearing Notes

1. Note #14: The sentence: “Remove roots to a minimum of 18” – 24” below finish grade” shall only apply to woody material outside the limits of the regulatory floodplain.

2. Add Note #20 to read: “The intent of the brush/tree clearing is to remove all brush/tree stalks, trunks, limbs and vegetation above the ground and flush to the existing grade.

Removal of the vegetation shall minimize remaining debris and mulch that cannot quickly decompose into the remaining ground without any earthwork disturbance. The Contractor shall remove large residual mulch, limb, brush and/or tree cuttings materials from all clearing areas by raking, hand removal, vacuuming, etc. without floodplain disturbance or earthwork in the floodplain.”

3. Add Note #21 to read: “Any and all stumps within the regulatory floodplain that are 4” or greater in diameter shall receive herbicide treatment to inhibit future growth. The contractor shall submit product data to the Landscape Architect for approval prior to proceeding with application of any concentrated and/or chemical product(s). Treatment shall be applied to stumps individually as needed and not broadcast onto adjacent areas where stumps are absent. Products shall be applied per the manufacturer’s recommendations utilizing best practice methods.”

Landscape Notes

1. Delete references to sod or sodding and replace with seed, seeding or hydroseeding.

2. Add Note #28 to read: “Contractor shall seed all areas cleared of vegetation after removal of the residual brush, tree cuttings and mulch accumulation”.

3. Add Note #29 to read: “Contractor may utilize hydroseeding in-lieu of seeding and seed blanket IF hydroseeding mulch remains intact until seed germination. Contractor shall reseed all disturbed areas, including areas of vegetation clearing, if hydroseeding mulch erodes before seed/grass germination.

4. Add Note #30 to read: “ Contractor shall use a seed mixture with fertilizer utilizing a quick germinating annual rye and a tall fescue mixture to be approved by the Landscape Architect. Should hydroseeding be utilized the Contractor shall use as a basis design or an approved equal, Profile Flexterra, as part of the hydroseed mixture per the manufacturer’s recommendations and approved by the Landscape Architect.”

Clarifications

1. Note 1 of the scheduling/site management notes on plan sheet C0.0 shall be considered correct for the purpose of bidding. Specific dates for the project work schedule will be established/coordinated with the owner after the bid is awarded.

2. The Kentucky Division of Water has indicated that no equipment that will cause substantive earth disturbance will be allowed in the floodplain. Equipment such as brush mowers, forestry mowers, etc., have been deemed appropriate for brush removal, given that the removal of the brush occurs flush with the grade. Equipment with steel/metal tracks are prohibited.

3. In areas specified for complete asphalt removal and replacement, Contractor shall have proofroll witnessed by testing agency. Areas that fail proofroll will be remediated as recommended by the testing agent and paid as additional work.

4. Crack and Joint Filling: Contractor shall clean cracks and joints in existing pavement. Joints less than 1/4" wide shall be sealed using emulsified-asphalt slurry. Joints greater than 1/4" wide are to be filled using hot-applied joint sealant. Joint sealants shall meet or exceed the requirements of ASTM D 6690, Type II. Materials shall be meet the requirements of the KYTC Standard Specifications for Road and Bridge Construction.

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SO I L D I STURBANCE PERMITT ED WITHIN FLOODPLA I N

NO SOI L D I STURBANCE PERMITTED WITHIN FLOODPLA IN

NO SO I L D I STURBANC E P ERMI T T ED WI T H I N F LOODP LA I N

NO SO I L D I S T URBANC E PERMI T T ED W

I T H I N F LOODPLA I N

NO SOI L DISTURBANCE PERMITTED WITHIN FLOODPLA IN

NO SOI L DI STURBANCE PERMITTED WITHIN FLOODPLA IN

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5+50

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1.32%

REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

ENGR. FILE NO.

CARMAN- 24.121

RECORD DWG. DATE

2024|11|22

24.121

01|17|2025 C

SKILLS COURSE PAVEMENT AND DRAINAGE IMPROVEMENTS

4449 KIT CARSON DRIVE, RICHMOND, KY 40475

310 Old Vine Street Lexington, KY 40507

P 859.254.9803 F 589.255.8625 www.carmansite.com

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

SCALE:

feet40 80 120

1" = 40'

SPECIAL NOTES

C3.0

PAVEMENT & DRAINAGE IMPROVEMENTS LAYOUT PLAN

SITE LAYOUT LEGEND

SEE PARKING LOT

ENLARGEMENT PLAN

E2/ C3.1

SEE PAVED DITCH

ENLARGEMENT PLAN

E1/ C3.1

SEE ASPHALT TRANSITION

ENLARGEMENT PLAN NORTH

E4/ C3.1

SEE INLET FENCINGENLARGEMENT PLAN

E3/ C3.1

SEE ASPHALT TRANSITION

ENLARGEMENT PLAN NORTH

E4/ C3.1

ADDENDUM 2 03/05/25

ADD #2

AutoCAD SHX Text

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text T.R. 988.04

AutoCAD SHX Text F.L. 986.14

AutoCAD SHX Text

8" ADS

AutoCAD SHX Text

12" ADS

AutoCAD SHX Text F.L.

AutoCAD SHX Text

12" ADS

AutoCAD SHX Text F.L. 984.10

AutoCAD SHX Text

FFE

AutoCAD SHX Text 987.56

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text F.L. 981.11

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text F.L.

AutoCAD SHX Text F.L. 967.40

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text F.L. 974.98

AutoCAD SHX Text

15" ADS

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text

FFE

AutoCAD SHX Text 987.54

AutoCAD SHX Text 977.10

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text 986.39

AutoCAD SHX Text Standing Water

AutoCAD SHX Text N:2,152,207.99

AutoCAD SHX Text E:2,060,190.73

AutoCAD SHX Text Z:987.38

AutoCAD SHX Text MAG Nail

AutoCAD SHX Text

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text T.R. 980.07

AutoCAD SHX Text F.L. 976.82

AutoCAD SHX Text Storm Inlet

AutoCAD SHX Text T.R. 971.01

AutoCAD SHX Text F.L. 967.26

AutoCAD SHX Text

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text Canopy

AutoCAD SHX Text F.L. 937.01

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text F.L. 938.65

AutoCAD SHX Text F.L. 938.42

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text F.L. 941.15

AutoCAD SHX Text F.L. 939.71

AutoCAD SHX Text F.L. 940.70

AutoCAD SHX Text F.L. 933.96

AutoCAD SHX Text F.L. 932.30

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text F.L. 934.95

AutoCAD SHX Text F.L. 936.33

AutoCAD SHX Text F.L. 956.64

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text F.L. 961.68

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text F.L. 978.53

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text F.L. 972.55

AutoCAD SHX Text F.L. 971.86

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

AutoCAD SHX Text F.L. 932.89

AutoCAD SHX Text

24" CMP

AutoCAD SHX Text F.L. 925.23

AutoCAD SHX Text

21" MTL

AutoCAD SHX Text

36" CMP

AutoCAD SHX Text F.L. 921.21

AutoCAD SHX Text F.L. 934.90

AutoCAD SHX Text 4" Pipe

AutoCAD SHX Text F.L. 941.51

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text F.L. 931.39

AutoCAD SHX Text F.L. 945.01

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text Shed

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.35

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.34

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.32

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.30

AutoCAD SHX Text Grass

AutoCAD SHX Text Railroad Tracks

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text F.L. 960.94

AutoCAD SHX Text F.L. 962.19

AutoCAD SHX Text F.L. 964.27

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text F.L. 976.21

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text F.L. 965.24

AutoCAD SHX Text F.L. 957.45

AutoCAD SHX Text F.L. 946.32

AutoCAD SHX Text Pipe Not

AutoCAD SHX Text Visible

AutoCAD SHX Text Concrete Wall

AutoCAD SHX Text Creek

AutoCAD SHX Text

FLOOD DAMAGE PREVENTION ORDINANCE

AutoCAD SHX Text F.L. 921.82

AutoCAD SHX Text F.L. 935.36

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

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TYP.

AutoCAD SHX Text

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TYP.

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TYP.

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TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text I.E. 962.67

AutoCAD SHX Text

DESIGNATED CONTRACTOR PARKING AREA

AutoCAD SHX Text

DESIGNATED CONTRACTOR PARKING AREA

AutoCAD SHX Text

DESIGNATED EQUIPMENT STORAGE AREA

AutoCAD SHX Text

EXISTING LOW POINT IN PAVEMENT

AutoCAD SHX Text

INSTALL 83 L.F. 6" DRAIN PIPE @ 1% MIN.

AutoCAD SHX Text

KY STATE PLANE - GRID NORTH

AutoCAD SHX Text

(SOUTH ZONE - NAD '83)

AutoCAD SHX Text

KEY

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text EXISTING TRACK SURFACE TO BE INSPECTED FOR CRACKS AND JOINTS. ALL CRACKS AND JOINTS TO BE FILLED/REPAIRED PER SPEC. IF CRACKS CANNOT BE ADEQUATELY FILLED BY THE SEAL COAT, FILL THEM WITH ASPHALT MATERIAL AND APPLY COVER AGGREGATE BEFORE APPLYING THE SEAL COAT. UPON COMPLETION OF CRACK AND JOINT REPAIR, ENTIRE TRACK SURFACE IS TO RECEIVE TWO (2) COATS ASPHALT SEALCOAT OVERLAY. SEE DEMO PLAN FOR ADDITIONAL PREPARATION REQUIREMENTS.

AutoCAD SHX Text

INSTALL PAVED DITCH W/ JOINTS AS SHOWN ON PLAN

AutoCAD SHX Text A,G/C4.0

AutoCAD SHX Text

ASPHALT PAVEMENT - "STRIP CENTER" PARKING LOT ONLY

AutoCAD SHX Text B/C4.0

AutoCAD SHX Text

PAINTED WHITE 4-INCH PARKING/LANE STRIPE

AutoCAD SHX Text

CODED IMPROVEMENT NOTES

AutoCAD SHX Text

1. REFER TO SHEET C0.0 FOR GENERAL LAYOUT AND GRADING & DRAINAGE REFER TO SHEET C0.0 FOR GENERAL LAYOUT AND GRADING & DRAINAGE NOTES. 2. EXISTING SITE SURVEY INFORMATION PROVIDED BY: ENDRIS ENGINEERING, EXISTING SITE SURVEY INFORMATION PROVIDED BY: ENDRIS ENGINEERING, ENDRIS ENGINEERING, LOCATED AT 771 ENTERPRISE DRIVE, LEXINGTON, KENTUCKY 40510. PHONE: (859) 253-1425.

AutoCAD SHX Text MILL ASPHALT "RUN-OUT" SECTION 1.5" DEEP AND OVERLAY WITH 1.5" SURFACE ASPHALT. INCREASE DEPTH OF SURFACE ASPHALT LAYER AT LOW-POINT (INDICATED ON PLAN) SO THAT WATER PONDING NO LONGER OCCURS.

AutoCAD SHX Text INSTALL ROOF LEADER DRAIN PIPE WITH DOWNSPOUT BOOT CONNECTIONS. DAYLIGHT PIPE WITH MITERED DRAIN OUTLET W/ANIMAL GUARD ON PIPE END.

AutoCAD SHX Text C-E/C4.0

AutoCAD SHX Text

INSTALL DOWNSPOUT BOOT

AutoCAD SHX Text E/C4.0

AutoCAD SHX Text INSTALL CLASS I (3"-12") RIP-RAP PERMANENT OUTFALL PROTECTION AS INDICATED ON PLAN

AutoCAD SHX Text

INSTALL THERMOPLASTIC STOP BAR - SEE PLAN FOR LENGTH

AutoCAD SHX Text F/C4.0

AutoCAD SHX Text

PAINTED YELLOW DOUBLE 4-INCH LANE LINES

AutoCAD SHX Text

INLET FENCING

AutoCAD SHX Text H/C4.0

AutoCAD SHX Text INSTALL BAND STYLE ANIMAL GUARD ON THE EXISTING DAM OUTLET PIPE PER MFR. SPECIFICATIONS

AutoCAD SHX Text I/C4.0

AutoCAD SHX Text

INSTALL 65 L.F. TRENCH DRAIN W/ VEHICULAR RATED GRATE

AutoCAD SHX Text J/C4.0

AutoCAD SHX Text

AutoCAD SHX Text FLOODPLAIN LIMITS - NO SOIL DISTURBANCE PERMITTED WITHIN FLOODPLAIN. NO HEAVY EQUIPMENT/MACHINERY PERMITTED. A FORESTRY MULCHER MAY BE USED WITHOUT DISTURBING STREAM BANKS OR SOILS.

AutoCAD SHX Text

LIMITS OF GRADING/SOIL DISTURBANCE WORK (APPROXIMATELY 13,100 S.F.

AutoCAD SHX Text

CHAIN-LINK FENCE REPRESENTS PROJECT LIMITS

AutoCAD SHX Text ENTRY INTO SKILLS TRACK SHALL BE USED AS CONSTRUCTION ENTRANCE. ENTRANCE SHALL BE KEPT FREE OF ANY AND ALL MUD, DIRT, DEBRIS, ETC. AND SHALL NOT BE TRACKED OFFSITE.

6.02% 3.2%

5.91%5.91%3%

01+00

1+50

2+00

2+503+00

3+50

4+00 4+505+00

5+50 6+00

1.1%

1.32%

A I

6.02% 3.2%

5.91%5.91%3%

01+00

1+50

2+00

2+503+00

3+50

4+00 4+505+00

5+50 6+00

1.1%

1.32%

949.75

(HP)948.75

BOT. DITCH

949.75

929.5

BOT. DITCH

930.5

970.15

970.00 966.52 965.20

MEME

964.94

964.84TD964.74

TD964.84

INV964.34

INV963.70

REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

ENGR. FILE NO.

CARMAN- 24.121

RECORD DWG. DATE

2024|11|22

24.121

01|17|2025 C

SKILLS COURSE PAVEMENT AND DRAINAGE IMPROVEMENTS

4449 KIT CARSON DRIVE, RICHMOND, KY 40475

310 Old Vine Street Lexington, KY 40507

P 859.254.9803 F 589.255.8625 www.carmansite.com

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

C3.1

ENLARGEMENTS

SCALE:

PARKING LOT ENLARGEMENT PLANE2 1" = 10'-0"

SCALE:

PAVED DITCH ENLARGEMENT PLANE1 1" = 20'-0"

SCALE:

ASPHALT TRANSITION ENLARGEMENT PLANE4 1" = 10'-0"SCALE:

INLET FENCING ENLARGEMENT PLANE3 1" = 10'-0"

SOUTHNORTH

965.20

ADDENDUM 2 03/05/25

ADD #2

AutoCAD SHX Text

AutoCAD SHX Text Bituminous

AutoCAD SHX Text Pavement

AutoCAD SHX Text F.L. 941.51

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text Grass

AutoCAD SHX Text Railroad Tracks

AutoCAD SHX Text F.L. 946.32

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

AutoCAD SHX Text 971.16

AutoCAD SHX Text 966.72

AutoCAD SHX Text 967.54

AutoCAD SHX Text 971.03

AutoCAD SHX Text 968.11

AutoCAD SHX Text 968.91

AutoCAD SHX Text 972.23

AutoCAD SHX Text 972.69

AutoCAD SHX Text 972.22

AutoCAD SHX Text 971.35

AutoCAD SHX Text 968.90

AutoCAD SHX Text 966.46

AutoCAD SHX Text 966.24

AutoCAD SHX Text 969.95

AutoCAD SHX Text 967.69

AutoCAD SHX Text 968.71

AutoCAD SHX Text 970.12

AutoCAD SHX Text 970.23

AutoCAD SHX Text 970.11

AutoCAD SHX Text 968.36

AutoCAD SHX Text 967.10

AutoCAD SHX Text 965.96

AutoCAD SHX Text 964.61

AutoCAD SHX Text 964.66

AutoCAD SHX Text 964.94

AutoCAD SHX Text 965.39

AutoCAD SHX Text 964.96

AutoCAD SHX Text 963.59

AutoCAD SHX Text 964.92

AutoCAD SHX Text 965.52

AutoCAD SHX Text 968.25

AutoCAD SHX Text 968.37

AutoCAD SHX Text 966.06

AutoCAD SHX Text 964.93

AutoCAD SHX Text 964.57

AutoCAD SHX Text 959.94

AutoCAD SHX Text Canopy

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.35

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.34

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.32

AutoCAD SHX Text

FFE

AutoCAD SHX Text 965.30

AutoCAD SHX Text Grass

AutoCAD SHX Text 964.84

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

INSTALL 84 L.F. 6" DRAIN PIPE @ 1% MIN.

AutoCAD SHX Text

APPROX. I.E. 962.67

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

APPROX. I.E. 963.5

AutoCAD SHX Text

EX. SPOT ELEV. @ DS~965.0

AutoCAD SHX Text

APPROX. I.E. 963.0

AutoCAD SHX Text

INSTALL 65 L.F. CONCRETE TRENCH DRAIN @ 1%- SEE DETAIL

AutoCAD SHX Text

AutoCAD SHX Text ±5%

AutoCAD SHX Text

AutoCAD SHX Text DESCRIPTION OF WORK INSTALL 520 L.F. CONCRETE PAVED DITCH TO CONVEY STORMWATER TO EXISTING SWALE - SLOPE PERCENTAGES DISPLAYED ARE PROPOSED PAVED DITCH GRADES.

AutoCAD SHX Text DESCRIPTION OF WORK INSTALL NEW ASPHALT PARKING LOT, FULL DEPTH, WITH STRIPING. INSTALL 84 L.F. ROOF LEADER PIPE TO PICK UP DOWNSPOUTS AND DAYLIGHT PIPE WITH ANIMAL GUARD. INSTALL 65 L.F. CONCRETE TRENCH DRAIN WITH GRATE AND TIE IN TO ROOF LEADER PIPE (TO DAYLIGHT).

AutoCAD SHX Text

KEY

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SYMBOL

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DESCRIPTION

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DETAIL

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INSTALL PAVED DITCH AS SHOWN ON PLAN

AutoCAD SHX Text A/C4.0

AutoCAD SHX Text

ASPHALT PAVEMENT - FULL DEPTH

AutoCAD SHX Text B/C4.0

AutoCAD SHX Text

PAINTED WHITE 4-INCH PARKING/LANE STRIPE

AutoCAD SHX Text

CODED ENLARGEMENT NOTES

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text INSTALL ROOF LEADER DRAIN PIPE WITH DOWNSPOUT BOOT CONNECTIONS. DAYLIGHT PIPE WITH ANIMAL GUARD ON PIPE END.

AutoCAD SHX Text C-E/C4.0

AutoCAD SHX Text

INSTALL DOWNSPOUT BOOT (EXISTING DOWNSPOUT SIZE = 5" X 4-3/8")

AutoCAD SHX Text E/C4.0

AutoCAD SHX Text INSTALL CLASS I (3"-12") RIP-RAP PERMANENT OUTFALL PROTECTION AS INDICATED ON PLAN

AutoCAD SHX Text

INSTALL THERMOPLASTIC STOP BAR - SEE PLAN FOR LENGTH

AutoCAD SHX Text F/C4.0

AutoCAD SHX Text

PAINTED YELLOW DOUBLE 4-INCH LANE LINES

AutoCAD SHX Text

INLET FENCING

AutoCAD SHX Text H/C4.0

AutoCAD SHX Text

INSTALL 65 L.F. TRENCH DRAIN

AutoCAD SHX Text J/C4.0

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DOWNSPOUT BOOTS SHALL CONNECT & DISCHARGE TO LEADER LINE

AutoCAD SHX Text RIP-RAP TO COVER ALL AREAS SHOWING SIGNS OF SOIL EROSION/BARE SOILS. VERIFY EXTENTS IN FIELD.

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NOTE: 6"X6" WWM FLOOR IS NOT SHOWN. SEE DETAIL G/C4.0

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DESCRIPTION OF WORK PROVIDE 45 DEGREE PAVEMENT TRANSITION TO EXISTING ROADWAY.

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EXISTING ASPHALT ROAD

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EXISTING ASPHALT ROAD

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INSTALL 4' HT. 6" WWM FENCE FOR FULL LENGTH BEHIND EXISTING HEADWALL

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FLOW

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EXISTING 21" CMP

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FLOW

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FLOW

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INSTALL MITERED DRAIN OUTLET W/ANIMAL GUARD - CONNECT TO PIPE WITH COUPLER

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EX. RUN-OUT MILL/OVERLAY AREA

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EX. RUN-OUT MILL/OVERLAY AREA

AutoCAD SHX Text TRENCH DRAIN SHALL DISCHARGE TO ROOF LEADER PIPE. INSTALL ±4 L.F. 6" PIPE CONNECTING TRENCHDRAIN TO ROOF LEADER, ALL PIPE CONNECTIONS AND/OR JOINTS SHALL BE SEALED WATERTIGHT

AutoCAD SHX Text 965.96

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LEGEND

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ME - MATCH EXISTING GRADE

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TD - TRENCH DRAIN RIM ELEV.

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- PROPOSED SPOT ELEV.

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- EXISTING SPOT ELEV.

AutoCAD SHX Text NOTE: THE DESIGN INTENT IS TO REPLACE ASPHALT PAVEMENT, FULL DEPTH, CLOSELY FOLLOWING THE GRADES OF THE EXISTING PAVEMENT (AS SHOWN IN THIS ENLARGEMENT), AND TO IMPROVE SITE DRAINAGE.

INV - INVERT ELEV.

3:1

3 32' - 0"

G R

A D

TYPICAL SECTION

JR HOE 8" x 24" TRENCH GRATE - TYPE S

OR APPROVED EQUAL

STANDARD ANGLE FRAME/STUDS

ASPHALT PAVEMENT, SEE PAVEMENT &

DRAINAGE IMPROVEMENTS LAYOUT PLAN

5" THICK 4500 PSI CONCRETE TRENCH

REINFORCE TRENCH DRAIN WITH 4 #4'S

CONTINUOUS AND #4 STIRRUPS WITH 8

INCH LEGS AT 12 INCHES O.C.

COMPACTED DGA (6" MIN.)

ON COMPACTED SUBGRADE

DEPTH TO INVERT VARIES, REFER TO

PAVEMENT & DRAINAGE IMPROVEMENTS

LAYOUT PLAN & ENLARGEMENTS PLAN

MIN. 2% SLOPE MIN 2% SLOPE

PLAN VIEW - END SECTION

JR HOE 8" x 24" TRENCH GRATE - TYPE S

WITH STANDARD ANGLE FRAME/STUDS

OR APPROVED EQUAL

5", 4500 PSI CONCRETE TRENCH

STANDARD ANGLE FRAME/STUDS

Downspout

Downspout boot Shown with rubber adaptor connection

TYPICAL BELOW GRADE

MOUNTING DETAIL

3 "

7 3 "

916"

12"

24"

FRONT VIEW

5 1 "

5 "

TOP VIEW

ISOMETRIC VIEW

45°

5 7 "

Inside body:

4" x 5"

Stainless steel tamper-proof screw (2)

3" x 4" cleanout with neoprene gasket

SIDE VIEW

WEIGHT: 42 lbs.

Product #

100% Made in USA

Top Bell: 5"X5"

Outlet: 5.875"

A-5524C

Length: 24"

Outlet Style: Angle

Ph: (606) 248-5560

F: (606) 248-6308

MATERIAL: ASTM-A48 CLASS 30 CI

REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

ENGR. FILE NO.

CARMAN- 24.121

RECORD DWG. DATE

2024|11|22

24.121

01|17|2025 C

SKILLS COURSE PAVEMENT AND DRAINAGE IMPROVEMENTS

4449 KIT CARSON DRIVE, RICHMOND, KY 40475

310 Old Vine Street Lexington, KY 40507

P 859.254.9803 F 589.255.8625 www.carmansite.com

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

SCALE:

THERMOPLASTIC STOP BARF N.T.S.

SCALE:

ASPHALT PAVEMENTB N.T.S.SCALE:

PAVED DITCHA N.T.S.

C4.0

SITE DETAILS

SCALE:

PIPE INSTALL, TRENCHING AND BACKFILL DETAILC N.T.S. SCALE:

MITERED DRAIN OUTLET W/ GUARDD N.T.S.

SCALE:

DOWNSPOUT BOOTE N.T.S. SCALE:

CONCRETE JOINTSG N.T.S.

SCALE:

INLET FENCINGH N.T.S. SCALE:

BAND STYLE ANIMAL GUARDI N.T.S.

CONTRACTOR TO PROVIDE SITE

SPECIFIC SHOP DRAWINGS FOR

ALL MANUFACTURED AND/OR

PRECAST STRUCTURES. CUT

SHEETS ARE NOT ACCEPTABLE

SCALE:

TRENCH DRAINJ N.T.S.

ADDENDUM 2 03/05/25

ADD #2

AutoCAD SHX Text NOTE: 1. ALL SAW-CUTS SHALL BE CLEAN, NEAT STRAIGHT ALL SAW-CUTS SHALL BE CLEAN, NEAT STRAIGHT 2. IMMEDIATELY BEFORE LAYING NEW BITUMINOUS COURSES, ALL SAW-CUT IMMEDIATELY BEFORE LAYING NEW BITUMINOUS COURSES, ALL SAW-CUT EDGES SHALL BE CLEANED OF DUST AND DEBRIS AND SPRAYED W/ A BITUMINOUS TACK COAT

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SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY

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DGA - COMPACTED TO 98% STANDARD PROCTOR DENSITY

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ASPHALT BINDER COURSE

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ASPHALT SURFACE COURSE

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RIP-RAP

AutoCAD SHX Text SAWED CONTROL JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE DITCH WIDTH, WITH A DEPTH OF THE DITCH THICKNESS14 THE DITCH THICKNESS

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NOTES:

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AutoCAD SHX Text 3.

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AutoCAD SHX Text 6.

AutoCAD SHX Text CONCRETE DITCH SHALL BE CONSTRUCTED ON A THOROUGHLY COMPACTED SUBGRADE. CONCRETE SHALL MEET THE REQUIREMENTS FOR CLASS "A" AND SHALL BE COATED WITH WHITE PIGMENTED CURING COMPOUND TYPE 2, ALL AS SPECIFIED IN KYTC SPEC 823.02

AutoCAD SHX Text 1.

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DO NOT PLACE PAVED DITCH ON DISTURBED SOIL

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WHITE THERMOPLASTIC STOP BAR

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ZONE 2

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ZONE 1

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ZONE 2 - NO. 9 STONE OR NO. 57 STONE ZONE 1 - NO. 9 STONE

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NEW PAVEMENT

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EXISTNG PAVEMENT

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4" MIN.

AutoCAD SHX Text 1 " MIN. OR MATCH EXISTING 12" MIN. OR MATCH EXISTING PAVEMENT & SUBBASE (VARYING DEPTH)

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JOINT SEAL, SEE NOTE 5

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CUT & SQUARE EDGES & APPLY TACK COAT.

AutoCAD SHX Text NOTES: 1. 12" MIN. COVER SHALL BE ESTABLISHED BEFORE TRENCH EXCAVATION. 2. TRENCH DEPTH SHALL NOT EXCEED 18 FEET, W/OUT SPECIAL DESIGN. 3. SOIL SHALL BE COMPACTED IN 6" LIFTS. 4. JT. SEAL PERIMETER OF CUT PAVEMENT WITH FLEXMASTER POURABLE CRACK SEALANT 1109 OR APPROVED EQUAL.

AutoCAD SHX Text

ZONE 1

AutoCAD SHX Text ZONE 4 - CONSOLIDATED SOIL (NO ROCK GREATER THAN 6" DIAMETER), NO. 9, OR NO. 57 STONE ZONE 3 - 12" MAX TOPSOIL. NO ROCK ALLOWED ZONE 2 - NO. 9 OR NO. 57 STONE ZONE 1 - NO. 9 STONE

AutoCAD SHX Text NOTES: 1. 12" MIN. COVER SHALL BE ESTABLISHED BEFORE TRENCH EXCAVATION. 2. TRENCH DEPTH SHALL NOT EXCEED 18 FEET, W/OUT SPECIAL DESIGN. 3. SOIL SHALL BE COMPACTED IN 6" LIFTS.

AutoCAD SHX Text

ZONE 4

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ZONE 3

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PIPE LAID IN ROCK OR SOIL TRENCH OUTSIDE RIGHT-OF-WAY

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PIPE LAID IN PAVEMENT AREA AND IN RIGHT-OF-WAY

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1/2" RADIUS

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CONTROL JOINT

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SAWED CONTROL JOINT, DEPTH TO BE 1/4 DEPTH OF CONCRETE WALK.

AutoCAD SHX Text

CONCRETE PAVEMENT

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DEPTH OF SEALANT TO BE 1/2"

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BACKER ROD TO BE ONE SIZE LARGER THAN WIDTH OF JOINT

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EXPANSION JOINT MATERIAL PER SPECIFICATIONS

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TOP OF DAM

AutoCAD SHX Text NOTES: 1. T-POSTS ARE PERMITTED TO BE DRIVEN INTO THE SOIL, T-POSTS ARE PERMITTED TO BE DRIVEN INTO THE SOIL, OTHERWISE, NO SOIL DISTURBANCE OR GRADING ACTIVITY IS PERMITTED WITHIN THE REGULATORY FLOODPLAIN. 2. PREP AREA TO RECIEVE FENCING BY REMOVING ALL PREP AREA TO RECIEVE FENCING BY REMOVING ALL LOOSE BRUSH, DEBRIS, ETC. PRIOR TO INSTALLATION. 3. 6" X 6" FENCE MESH SHALL BLOCK ACCESS FROM THE 6" X 6" FENCE MESH SHALL BLOCK ACCESS FROM THE SHORE AND ACROSS THE TOP OF THE CULVERT. A FLOOR, MADE FROM THE SAME MESH, SHALL BE INSTALLED TO PREVENT UNDERGROUND ENTRY OF ANIMALS. 4. SECURE REINFORCED STEEL MESH, VERTICAL AND SECURE REINFORCED STEEL MESH, VERTICAL AND FLOORING, TO STEEL POSTS WITH NUMBER 3 HOG RINGS. 5. ALL COMPONENTS FOR FENCE INSTALLATION SHALL BE ALL COMPONENTS FOR FENCE INSTALLATION SHALL BE GALVANIZED, AutoCAD SHX Text

EXISTING CONC. HEADWALL W/ 21" CMP

AutoCAD SHX Text

WATER FLOW

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T-POST

AutoCAD SHX Text 6" X 6" GALVANIZED STEEL WIRE FLOOR MESH SECURED TO VERTICAL MESH AND POSTS WITH HOG TIES.

AutoCAD SHX Text 7' LENGTH GALVANIZED STEEL STUDDED T-POST DRIVEN 36" INTO GROUND SPACED, 5'-0" O.C., TYP.

AutoCAD SHX Text 6" X 6" GALVANIZED STEEL WIRE MESH SECURED TO VERTICAL MESH AND POSTS WITH HOG TIES.

AutoCAD SHX Text

6" X 6" GALVANIZED STEEL WIRE MESH SECURED TO POSTS WITH HOG TIES.

AutoCAD SHX Text PROVIDE INTERIOR ACCESS BY BENDING/ HOOKING WWF AROUND POST NEAREST EXISTING HEADWALL .IN LIEU OF USE OF HOG TIES IN THIS LOCATION ONLY. INTENT IS FOR MAINTENANCE CREW TO BE ABLE TO 'OPEN' FENCE BY UNHOOKING FENCING AROUND POST AND CREATE AN ACCESS POINT WITHOUT THE NEED FOR SPECIALTY TOOLS OR WIRE CUTTERS.

AutoCAD SHX Text NOTES: 1. FILL ALL GAPS WITH NON-SHRINK GROUT. FILL ALL GAPS WITH NON-SHRINK GROUT. 2. BOOT TO BE PRIMED BY MANUFACTURER PRIOR TO DELIVERY TO SITE. BOOTS TO BOOT TO BE PRIMED BY MANUFACTURER PRIOR TO DELIVERY TO SITE. BOOTS TO BE PAINTED. PAINT BUILDING SIDE PRIOR TO INSTALLATION. PROVIDE COLOR SELECTION EXAMPLES TO OWNER PRIOR TO INSTALLATION. FIELD VERIFY SIZE OF DOWNSPOUTS PRIOR TO ORDERING BOOTS AND PIPE CONNECTIONS.

NOTE: BASIS OF DESIGN: AGRI DRAIN BASIS OF DESIGN: AGRI DRAIN BASIS OF DESIGN: AGRI DRAIN OF DESIGN: AGRI DRAIN OF DESIGN: AGRI DRAIN DESIGN: AGRI DRAIN DESIGN: AGRI DRAIN AGRI DRAIN AGRI DRAIN DRAIN DRAIN CORP. BAND-TYPE RAT GUARDS. APPROVED EQUAL SHALL BE ACCEPTED.

Addendum Two

DOCJT Skills Track Addendum #2 Narrative

S3.0 PAVEMENT & DRAINAGE IMPROVEMENT PLAN-ADD2

Sheets and Views

C3.0 IMPROVEMENTS (2)

C3.1 ENLARGEMENTS_ADD2

Sheets and Views

C3.1 ENLARGEMENTS

C4.0 SITE DETAILS_ADD2

Sheets and Views

C4.0 SITE DETAILS

File details come from the government source that posted it. Updated Mar 6, 2025.