ALAPAHA COMMERCE CENTER - EROSION REPAIRS.pdf

ADVERTISEMENT FOR BIDS

HAMILTON COUNTY BOARD OF COUNTY COMMISSIONERS

HAMILTON COUNTY WILL RECEIVE BIDS FOR THE FOLLOWING:

ALAPAHA COMMERCE CENTER – EROSION REPAIRS

NORTH FLORIDA PROFESSIONAL SERVICES, INC. PROJECT NO.: L210211HAM

Mandatory Onsite Pre Bid Meeting: Wednesday, June 3, 2026, 10:00am

Deadline for Questions: Friday, June 19, 2026, 5:00 PM

Date & Time for Receiving Bids: 2:00 PM, LOCAL TIME Tuesday, June 30, 2026 Late bids will not be considered.

Date & Time for Bid Opening: Tuesday, June 30, 2026, 2:00 PM

Place for Receiving Bids: Hamilton County Clerk of Courts 207 NE First Street Jasper, FL 32052

(386) 792-1288

Bid Documents Available from: NORTH FLORIDA PROFESSIONAL SERVICES, INC.

NFPS website at https://nfps.net/bid-opportunities/

P.O. Box 3823 Lake City, Florida 32056

(386) 752-4675, FAX (386) 752-4674

Contact: Debbie Motes (dmotes@nfps.net)

Deposit for Bid Documents: Payment of $200.00 per paper set with a two (2) set maximum or the bidding documents may be retrieved at no cost to the Contractor via the NFPS website at https://nfps.net/bid-opportunities/ Payments from Contractors are non-refundable. Bidders using partial sets of Documents are fully responsible for any errors or omissions made due to not reviewing the entire set of Construction Documents.

Project Description: This project consists of but is not limited to erosion repairs to the existing

Alapaha Commerce Center subdivision drainage features located in the NE quadrant of the State Road 6 and Interstate 75 interchange. The repairs include regrading, grassing, and temporary drainage infrastructure within the SWMF 3 drainage ditch and SWMF 3 .

Date of Advertisement: May 27, 2026 & June 3, 2026

HAMILTON COUNTY BOARD OF COUNTY COMMISSIONERS

GARY GODWIN, COUNTY COORDINATOR

SUBMITTED BY: ______________________________________________________________________________

BID FORM FOR ALAPAHA COMMERCE CENTER -EROSION

REPAIRS

PROJECT NO. L210211HAM

HAMILTON COUNTY, FLORIDA

The undersigned, as bidder, hereby declares that he has examined the contract documents and informed himself fully regarding all conditions pertaining to the work to be done; that he has examined the specifications for the work and other contract documents relative thereto; and that he has satisfied himself relative to the work to be performed.

The bidder agrees, if this bid is accepted, to contract with the Hamilton County Board of County Commissioners to furnish everything necessary to complete the work covered by this bid and other contract documents for the Hamilton County Board of County Commissioners. The Contractor assumes full responsibility for all quantities used in his/her bid. The contractor shall coordinate his construction with all proposed utilities on the site.

Note: Contractors shall be in compliance with Chapter 489, Florida Statutes, licensure requirements. Florida construction industries licensing board certification.

(name of holder) (certificate no.)

In witness whereof, the bidder has hereunto set his signature and affixed his seal this _________ day of

_________________, A.D. 2026.

(seal)

By: _______________________

Title: _____________________

Type or print name of firm: ______________________________________________

Address: _________________________________________________________________

Contact Person: _________________________ Telephone No.: __________________

Fax No.: ________________________

SUBMITTED BY: ______________________________________________________________________________

BID FORM FOR ALAPAHA COMMERCE CENTER -EROSION

REPAIRS

BID FORM

ALAPAHA COMMERCE CENTER - EROSION REPAIRS

NFPS Project No.: L210211HAM

Pay Item No. Pay Item Description Quantity Units Unit Price Total Cost

101 1 MOBILIZATION 1 LS

104 6 TEMPORARY SLOPE DRAIN 1 LS

104 10 3 SEDIMENT BARRIER 1 LS

120 1 REGULAR EXCAVATION 1 LS

570 1 1 PERFORMANCE TURF 1 LS

GRAND TOTAL

Bid Total for Alapaha Commerce Center -Erosion Repairs

ADDENDA

NUMBER DATE SENT

NOTICE TO CONTRACTORS

ALAPAHA COMMERCE CENTER- EROSION REPAIRS

GENERAL:

The bid for this project consists of but not limited to:

Erosion repairs to the existing Alapaha Commerce Center subdivision drainage features located in the NE quadrant of the State Road 6 and Interstate 75 interchange. The repairs include regrading, grassing and temporary drainage infrastructure within the SWMF 3 drainage ditch and SWMF 3.

BIDDING INFORMATION:

A cashier’s check or a bid bond in the amount of five percent (5%) of the contract amount must accompany each bid submitted.

A performance bond in the full amount of the contract amount and liability insurance will also be required prior to commencing work, to save the County harmless from any claim that may come from any accident that may occur due to the construction of the project.

The Hamilton Board of County Commission reserves the right to reject any or all bids and to add to the contract or delete from the contract to stay within the funding capabilities.

For any conflict that may arise from any information in the plans, specifications or bid form, the County Engineer will make the final decision.

CONSTRUCTION REQUIREMENTS:

All construction and materials shall conform to the requirements of the plans and specifications.

CONTRACT TIME:

The contract time for this project will begin fourteen (14) calendar days from the notice to proceed or the first day of work, whichever comes first. The contract time on this project is 120 calendar days.

LIQUIDATED DAMAGES:

1. The amount of $500.00 per day for each day over the contract time.

BASIS OF PAYMENT:

Progress payments will be issued monthly, based on work that has been completed and accepted by the engineer, less 10% retainage. Payment will be based on the items shown on the bid form. The 10% retainage will be paid to the contractor when the project is complete and accepted by the Engineer.

Notice is hereby given that sealed bids will be received at the Hamilton County Clerk’s Office until 02:00 P.M. on Tuesday June 30, 2026. This office is located at 207 NE First Street, Jasper, Florida 32052. The bidders must submit a bid for the projects as described below.

This project consists of but is not limited to erosion repairs to the existing Alapaha Commerce Center subdivision drainage features located in the NE quadrant of the State Road 6 and Interstate 75 interchange. The repairs include regrading, grassing, and temporary drainage infrastructure within the SWMF 3 drainage ditch and SWMF 3

Vendor/Contractor shall utilize the U.S. Department of Homeland Security’s E-Verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of;

1. all persons employed by the Vendor/Contractor during the term of the Contract to perform employment duties within Florida; and

2. all persons, including subcontractors, assigned by the Vendor/Contractor to perform work pursuant to the contract with the County.

The plans and bid forms may be obtained from the office of North Florida Professional Services, Inc. at 1450 SW State Road 47, Lake City, Florida 32025, during normal working hours, for a fee of $200.00 per set printed or an electronic copy of the set in pdf format may be obtained at no cost to the Contractor via the NFPS website at https://www.nfps.net/bid-opportunities/.

All addenda issued regarding this bid will also be available via the NFPS website and will be the sole responsibility of the Contractor to obtain.

Any questions concerning the bid documents should be directed to North Florida Professional Services, Inc. Deadline for questions is Friday, June 19, 2026; all questions must be received no later than 5:00 P.M.

Either a cashier check or a bid bond in the amount of five percent (5%) of the total bid amount must accompany each bid that is submitted.

The successful bidder will be required to furnish Hamilton County with a performance bond and liability insurance prior to commencing work.

The Hamilton County Commission reserves the right to reject any or all bids and add to the contract or delete from the contract to stay within their funding capabilities.

REFERENCES

List 3 similar commercial projects the Bidder has completed within the last 5 years.

1. Company name

Address

Contact Name _____________________________________________________________________________

Contact Phone or e-mail ____________________________________________________________________

Short description of project __________________________________________________________________

2. Company name

3. Company name

SWORN STATEMENT UNDER SECTION 287.133(3)(A),

FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC

OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to

[print name of public entity] by

[print individual’s name and title] for_________________________________________________________________________________________

[print name of entity submitting sworn statement] whose business address is and (if applicable) its Federal Employer Identification Number (FEIN) is

(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement:

I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.

I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere.

I understand that an "affiliate" as defined in Paragraph 287.133 (1)(a), Florida Statutes, means:

1. A predecessor or successor of a person convicted of a public entity crime; or

2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person.

A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.

I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity.

Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. [indicate which statement applies.]

_____ Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

_____ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members or agents who are active in management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

_____ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. [attach a copy of the final order]

I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER

FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC

ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR

YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE

PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD

AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF

ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM.

Sworn to and subscribed before me this day of__________, 2026 Personally known ________or Produced identification__________ (Type of Identification)

Notary Public - State of _________________ County of ________________

My commission expires

(Printed, typed or stamped Commissioned name of Notary Public)

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

EARTHEN BERM TYP.

12" SLOPE DRAIN TYP.

70' TYP.

PARCEL: 1

PARCEL: 2

PARCEL: 3

PARCEL: 4

PARCEL: 5

PARCEL: 6

PARCEL: 7PARCEL: 8

PARCEL: 9

12" SLOPE DRAIN TYP.

N

GRAPHIC SCALE

0100 50 100 200 FEET

IN

TE

RS

TA

TE

SWMF # 3

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\EROSION_REMEDIATION_PLAN01.dwg EROSION CONTROL REMEDIATION PLANJames Pedersen 5/20/2026 8:34:51 AM

EROSION CONTROL REMEDIATION PLAN

ALAPAHA COMMERCE CENTER

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

KELLAN D. BAILEY

P.E. NO.:

99517

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EROSION CONTROL REMEDIATION PLAN:

1. RECONSTRUCT THE SWMF # 3 DRAINAGE DITCH TO PLAN GRADE.

2. CONSTRUCT TEMORARY SLOPE DRAIN AND EARTHEN BERM ALONG THE

SWMF # 3 DRAINAGE DITCH IN ACCORDANCE WITH THE STATE OF

FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER

MANUAL.

3. APPLY PERFORMANCE TURF TO ALL DISTURBED AREA OF THE SWMF

# 3 DRAINAGE DITCH PER THE SOIL TEST REQUIRED BY FDOT STANDARD

SPECIFCATION 570

4. REMOVE ALL ACCUMULATED SEDIMENT FROM SWMF # 3 AND

REGRADE SLOPES TO PLAN GRADE.

5. CONSTRUCT TEMORARY SLOPE DRAIN AND EARTHEN BERM ALONG THE

REGRADED SLOPES OF SWMF # 3 IN ACCORDANCE WITH THE STATE OF

FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER

MANUAL.

6. APPLY PERFORMANCE TURF TO ALL THE DISTURBED AREA OF SWMF

# 3 PER THE SOIL TEST REQUIRED BY FDOT STANDARD SPECIFCATION

570.

7. CONTRACTOR SHALL NOTIFY THE COUNTY INSPECTOR UPON

COMPLETION OF ALL WORK.

8. UPON ACCEPTANCE OF THE WORK BY THE COUNTY INSPECTOR, THE

MAINTENANCE PERIOD SHALL BEGIN.

NOTES:

1. ALL GRASSING SHALL BE COMPLETED IN ACCORDANCE WITH FDOT

STANDARD SPECIFICATION 570.

2. CONTRACTOR SHALL CONTROL ALL EROSION WITHIN THE PROJECT

LIMITS DURING THE DURATION OF THE PROJECT.

MAINTENANCE PERIOD:

1. CONTRACTOR SHALL MONITOR THE EROSION CONTROL OF THE SITE IN

ACCORDANCE WITH FDOT SPECIFICATION 570 AND THE NPDES PERMIT.

2. A POST CONSTRUCTION MEETING SHALL TAKE PLACE NO EARLIER

THAN 45 DAYS AND NO LATER THAN 90 DAYS AFTER THE INITIAL EROSION

CONTROL WORK WAS ACCEPTED.

3. UPON ACCEPTANCE OF ALL GRASSING AND STABILIZATION OF THE

SLOPES, THE COUNTY WILL TAKE OVER OPERATION AND MAINTENANCE OF

THE PROJECT.

STATE ROAD 6

STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013

Figure III-5: Installing a Slope Drain on a Disturbed Slope Permission is given by HydroDynamics Incorporated to copy and reproduce this detail

III-21

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C-1

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

PLANS PREPARED FOR:

HAMILTON

COUNTY

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

HAMILTON BOCC

207 NE FIRST ST, ROOM 106

JASPER, FLORIDA 32052

(386) 792-1288

PLANS PREPARED FOR:

TH

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IA

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OR

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S H E E T

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N D E R R

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1G

-2

3.

4, F

.A .C

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

COVER SHEET

08/2024

CONSTRUCTION PLANS

SHEET INDEX

COVER SHEET C-1

SIGNATURE SHEET C-2

PROJECT NOTES C-3

TYPICAL SECTION C-4 - C-5

OVERALL SITE PLAN C-6

LOGISTICS LOOP PLAN & PROFILE C-7 - C-11

ACCESS DRIVE GRADING PLAN C-12

LOGISTICS LOOP CROSS SECTIONS C-13 - C-23

SWMF #3 DRAINAGE DITCH PLAN C-24 - C-25

SWMF #3 DRAINAGE DITCH PROFILE C-26 - C-27

SWMF #3 DRAINAGE DITCH CROSS SECTIONS C-28 - C-29

SWMF #1 DRAINAGE DITCH PLAN C-30

SWMF #1 DRAINAGE DITCH PROFILE C-31

SWMF #1 DRAINAGE DITCH CROSS SECTIONS C-32 - C-33

SWMF 1 C-34

SWMF 1 CONTROL STRUCTURE C-35

SWMF 2 C-36

SWMF 2 CONTROL STRUCTURE C-37

SWMF 3 C-38

SWMF 3 CONTROL STRUCTURE C-39

ROADWAY DETAILS C-40

STORM DETAILS C-41

EROSION NOTES C-42

EROSION CONTROL PLAN C-43

EROSION CONTROL DETAILS C-44

TYPICAL SECTIONS R-1 - R-2

BURGER KING DRIVEWAY REMOVAL R-3

SR 6 PLAN SHEET R-4 - R-5

SR 6 CROSS SECTIONS R-6 - R-9

TEMPORARY TRAFFIC CONTROL PLAN R-10

PAVEMENT MARKING PLAN R-11 - R-12

WATER & SEWER NOTES U-1-U-2

OVERALL UTILITY PLAN U-3

SOUTH UTILITY CONNECTION PLAN U-4

NORTH UTILITY CONNECTION PLAN U-5

UTILITIES PLAN & PROFILE U-6 - U-9

UTILITY PLAN U-10

UTILITY DETAILS U-11 - U-13

JACK AND BORE DETAIL U-14

SUMMARY OF QUANTITIES SQ-1 - SQ-3

PROJECT LOCATION

ATTACHMENTS

SVEC TRANSFORMER PAD DETAIL U-15

KEY SHEET REVISIONS

REVISION DATE DESCRIPTION

8/27/2024 REVISED DITCH ELEVATIONS & S-8 INVERT1

X:\2021\L210211HAM\H.CADD\Roadway\KEYSRD_SR6-INDUSTRIAL(SITE)_01.dwgElijah Cohen 8/29/2024 7:39:54 AM

C-2

SIGNATURE SHEET

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

NORTH FLORIDA PROFESSIONAL SERVICES INC.

P.O. BOX 3823

LAKE CITY, FL 32056

CERTIFICATE OF AUTHORIZATION: 29011

RYAN D. ASMUS, P.E. NO. 66626

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY RYAN D. ASMUS ON

THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OF

No.R Y

AN

D

OUGLAS ASM

US

FLORIDA

66626

LICENSE

P R

OFESSIONA L ENGIN

EER

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

NORTH FLORIDA PROFESSIONAL SERVICES INC.

P.O. BOX 3823

LAKE CITY, FL 32056

CERTIFICATE OF AUTHORIZATION: 29011

RICKEY L. HENDRIX, P.E. NO. 45239

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY RICKY L. HENDRIX ON

THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OF

No.

RI

CK

Y LANE HENDRIX

FLORIDA

45239

LICENSE

P R

OFESSIONA L ENGIN

EER

SHEET INDEX

WATER & SEWER NOTES U-1-U-2

OVERALL UTILITY PLAN U-3

SOUTH UTILITY CONNECTION PLAN U-4

NORTH UTILITY CONNECTION PLAN U-5

UTILITIES PLAN & PROFILE U-6-U-9

UTILITY PLAN U-10

UTILITY DETAILS U-11-U-13

JACK AND BORE DETAIL U-14

SHEET INDEX

COVER SHEET C-1

SIGNATURE SHEET C-2

PROJECT NOTES C-3

TYPICAL SECTIONS C-4 - C-5

OVERALL SITE PLAN C-6

LOGISTICS LOOP PLAN & PROFILE C-7 - C-11

ACCESS DRIVE GRADING PLAN C-12

LOGISTICS LOOP CROSS SECTIONS C-13 - C-23

SWMF #3 DRAINAGE DITCH PLAN C-24 - C-25

SWMF #3 DRAINAGE DITCH PROFILE C-26 - C-27

SWMF #3 DRAINAGE DITCH CROSS SECTIONS C-28 - C-29

SWMF #1 DRAINAGE DITCH PLAN C-30

SWMF #1 DRAINAGE DITCH PROFILE C-31

SWMF #1 DRAINAGE DITCH CROSS SECTIONS C-32 - C-33

SWMF 1 C-34

SWMF 1 CONTROL STRUCTURE C-35

SWMF 2 C-36

SWMF 2 CONTROL STRUCTURE C-37

SWMF 3 C-38

SWMF 3 CONTROL STRUCTURE C-39

ROADWAY DETAILS C-40

STORM DETAILS C-41

EROSION NOTES C-42

EROSION CONTROL PLAN C-43

EROSION CONTROL DETAILS C-44

TYPICAL SECTIONS R-1 - R-2

BURGER KING DRIVEWAY REMOVAL R-3

SR 6 PLAN SHEET R-4 - R-5

SR 6 CROSS SECTIONS R-6 - R-9

TEMPORARY TRAFFIC CONTROL PLAN R-10

PAVEMENT MARKING PLAN R-11 - R-12

SUMMARY OF QUANTITIES SQ-1 - SQ-3

FOR DRAINAGE STRUCTURE

DETAILS, SEE CORRESPONDING

CROSS SECTIONS

6" WHITE SOLID

6" DOUBLE YELLOW SOLID

PC

S

TA

. 1

+1

0.

P C S

TA

5+

.3

PT

S

TA

. 1

+2

5.

S 22° 15' 43" E

CURVE DATA LOGISTICS LOOP (2)

PI STA. = 115+92.18

DELTA = 154° 25' 56"

D = 28° 38' 52" T = 881.45 L = 539.07 R = 200.00

PC STA. = 107+10.73

PT STA. = 112+49.80

e = NC

CURVE DATA LOGISTICS LOOP (1)

PI STA. = 105+68.77

DELTA = 33° 36' 30"

D = 28° 38' 52" T = 60.40 L = 117.31 R = 200.00

PC STA. = 105+08.37

PT STA. = 106+25.68

e = NC

5'

R/W LINE

¡ SW

MF 3 DRAINAGE DITCH

ER11

ER11

RD04

END SHOULDER GUTTER

STA. 106+85.53

BEGIN GRASSED SHOULDER

SLOPE TRANSITION

FROM -0.06 TO -0.02

TO MES

STA. 109+69.04

RESUME NORMAL SHOULDER

STA. 110+05.91

0705 11 1

STA. 106+99

0705 11 1

STA. 109+87

S-3

CONST. 16 LF

18" PIPE

S-4

CONST. MES

PER FDOT STD.

PLANS 430-022

FL 116.05

S-5

CONST. MES

PER FDOT STD.

PLANS 430-022

FL 115.77

S-6

CONST. 42" TYPE P

JUNCTION BOX

WITH CONC. SLAB

PER FDOT

STD. PLANS 425-010

RIM ELEV. 119.82

S FL 115.75

W FL 115.75

E FL 115.75

S-7

CONST. MES

PER FDOT STD.

PLANS 430-022

FL 115.77

CONST. 16 LF

19"X30" ECP

CONST. 16 LF

19"X30" ECP

CONST. 72 LF

24"X38" ECP

0'

5'

6" WHITE SOLID

6" DOUBLE YELLOW SOLID

PLACE SINGLE REFLECTIVE

PAVEMENT MARKER AT ¡

PER STD. PLANS 706-001

FOR SWMF # 3 DITCH

DETAILS SEE SHEETS C-24 - C-29

M

AT

C H

LI

N E S

TA

.0

MATCHLINE STA - 110+60.00

P V I

.4

E L.

.3

-0.74%

105+50 118.77

106+00 119.26

106+50 119.98

107+00 120.96

107+50 121.30

108+00 121.27

108+50 121.05

109+00 121.09

109+50 121.17

110+00 121.22

110+50 121.21

122.57 122.21 121.84 121.47 121.10 120.73 120.36 120.00 119.63 119.39 119.54

BEGIN SPECIAL DITCH LT

PVI +87.49

EL. 115.60

PROPOSED GRADE

EXISTING GROUND

24"X38" ECP

N

GRAPHIC SCALE

020 10 20 40 FEET

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\PLPRRD_SR6-INDUSTRIAL_01.dwg C-8 LOGISTICS LOOP PLAN & PROFILEElijah Cohen 8/28/2024 4:30:40 PM

C-8

LOGISTICS LOOP PLAN & PROFILE

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

TH

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LEGEND

ROAD PAVEMENT

SHOULDER PAVEMENT

INDICATES TUBULAR DELINEATOR

PARCEL 7

WETLAND LINE

25' WETLAND BUFFER LINE

18/27/24 REVISED DITCH ELEVATIONS & S-8 INVERT

106+87.57

℄ CONST. LOGISTICS LOOP

0 10 20 30 40 50 60 70010203040506070

108+00.00

℄ CONST. LOGISTICS LOOP

0 10 20 30 40 50 60 70010203040506070

7.

7.

5.

5.

0.

-0.020 -0.060

1:4

1:4

-0.020 -0.060

1:4 1:

108+60.00

℄ CONST. LOGISTICS LOOP

0 10 20 30 40 50 60 70010203040506070

6.

6.

5.

5.

9.

-0.020 -0.060

1:4

1:4

-0.020 -0.060

1:4 1:

E

GL

.7

P

GL

.5

E

GL

.2

P

GL

.7

E

GL

.0

P

GL

.2

1:4

-0.020 -0.060

1:4 1:4

-0.020 -0.060

7.

7.

18" PIPE

S-3

STA 106+87.95 (19.13 R)

CONST. TYPE S

GUTTER INLET

PER FDOT STD.

PLANS 425-041

RIM ELEV. 120.88

FL 116.14

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\RDXSRD_SR6-INDUSTRIAL_01.dwg C-16 LOGISTICS LOOP CROSS SECTIONSElijah Cohen 8/28/2024 4:30:43 PM

C-16

LOGISTICS LOOP CROSS SECTIONS

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

TH

IS

I

TE

M H

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B

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IG

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AL

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N E D A

N D S

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N D

AS

M U S

ON

T H E D

AT

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C E N T

TO

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P R

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U M E N T

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109+00.00

℄ CONST. LOGISTICS LOOP

0 10 20 30 40 50 60 70010203040506070

6.

6.

5.

5.

0.

-0.020 -0.060

1:4

1:4

-0.020 -0.060

1:4 1:

109+87.50

℄ CONST. LOGISTICS LOOP

0 10 20 30 40 50 60 70010203040506070

E

GL

.0

P

GL

.0

E

GL

.2

P

GL

.3

-0.020-0.020 -0.060

1:12

-0.008

1:10

CONST. 19"X30" ECP

CONST. 24"X38" ECP

WITH RD04

TIE MES TOP WITH

SHOULDER EXTENSION

OF -0.020

S-6

STA 109+87.49 (-34.50 L)

CONST. 42" TYPE P

JUNCTION BOX

WITH CONC. SLAB

PER FDOT

STD. PLANS 425-010

RIM ELEV. 119.82

FL 115.75

FL 115.75

FL 115.75

S-8

CONST. MES PER FDOT

STD. PLANS 430-021

FL 115.18

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\RDXSRD_SR6-INDUSTRIAL_01.dwg C-17 LOGISTICS LOOP CROSS SECTIONSElijah Cohen 8/28/2024 4:30:44 PM

C-17

LOGISTICS LOOP CROSS SECTIONS

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

TH

IS

I

TE

M H

AS

B

E E N D

IG

IT

AL

LY

S

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T H E D

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TO

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S

ID

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B E V

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S

BEGIN SWMF 3 DRAINAGE DITCH PROFILE

PVI STA. 200+38.02

EL. 115.18

-0.82%

200+50 120.64

201+00 120.14

201+50 119.85

202+00 119.51

202+50 119.02

203+00 118.68

203+50 118.12

204+00 118.63

204+50 118.65

115.08 114.67 114.27 113.86 113.45 113.04 112.63 112.23 111.82

EXISTING GROUND

PROPOSED GROUND

CONST. 24" X 38" ECP

S-8

CONST. MES

PER FDOT STD.

PLANS 430-022

FL 115.18

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\PLPRRD_SR6-INDUSTRIAL_01.dwg C-26 SWMF #3 DRAINAGE DITCH PROFILEElijah Cohen 8/28/2024 4:30:53 PM

C-26

SWMF #3 DRAINAGE DITCH PROFILE

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

TH

IS

I

TE

M H

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B

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205+00 118.40

205+50 117.65

206+00 116.71

206+50 115.51

207+00 113.58

207+50 110.95

P V I

.4

E L.

.4

P V I

.0

E L.

.6

P V I

.0

E L.

.6

.0 0%

0.00%

-0.82%

PROPOSED GROUND

EXISTING GROUND

SEE SHEET FOR STRUCTURE DATA.

48" PIPE

C-38

SWMF # 3

48" PIPE

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\PLPRRD_SR6-INDUSTRIAL_01.dwg C-27 SWMF #3 DRAINAGE DITCH PROFILEElijah Cohen 8/28/2024 4:30:54 PM

C-27

SWMF #3 DRAINAGE DITCH PROFILE

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

TH

IS

I

TE

M H

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B

E E N D

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201+00.00

℄ CONST. SWMF 3 DRAINAGE DITCH

0 10 20 30 40 50 60 70010203040506070

4.

4.

1:4 1:4

202+00.00

℄ CONST. SWMF 3 DRAINAGE DITCH

0 10 20 30 40 50 60 70010203040506070

3.

3.

1:4 1:4

E

GL

.1

P

GL

.6

E

GL

.5

P

GL

.8

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\RDXSRD_SR6-INDUSTRIAL_01.dwg C-28 SWMF #3 DRAINAGE DITCH CROSS SECTIONSElijah Cohen 8/28/2024 4:30:57 PM

C-28

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

TH

IS

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M H

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B

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ID

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H E S

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N

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U R E M

U S T

B E V

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D O

N A

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E

LE

C

TR

ON

IC

C

OP

IE

S

SWMF #3 DRAINAGE DITCH CROSS SECTIONS

SR 6 LOGISTICS PARK

203+00.00

℄ CONST. SWMF 3 DRAINAGE DITCH

0 10 20 30 40 50 60 70010203040506070

3.

3.

1:4 1:4

204+00.00

℄ CONST. SWMF 3 DRAINAGE DITCH

0 10 20 30 40 50 60 70010203040506070

2.

2.

1:4 1:4

205+00.00

℄ CONST. SWMF 3 DRAINAGE DITCH

0 10 20 30 40 50 60 70010203040506070

1.

1.

1:4 1:4

E

GL

.6

P

GL

.0

E

GL

.6

P

GL

.2

E

GL

.4

P

GL

.4

REVISIONS

SHEET

NO.

DATE DESCRIPTION

PROFESSIONAL SERVIC

ES

NO

RTH FLORIDA P.O. BOX 3823 2551 BLAIRSTONE PINES DR.

LAKE CITY, FL 32056 TALLAHASSEE, FL 32301

PH. 386-752-4675 WWW.NFPS.NET

LIC NO. LB8356 CA# 29011

NORTH FLORIDA PROFESSIONAL SERVICES, INC.

X:\2021\L210211HAM\H.CADD\Roadway\RDXSRD_SR6-INDUSTRIAL_01.dwg C-29 SWMF #3 DRAINAGE DITCH CROSS SECTIONSElijah Cohen 8/28/2024 4:30:58 PM

C-29

SWMF #3 DRAINAGE DITCH CROSS SECTIONS

SR 6 LOGISTICS PARK

HAMILTON COUNTY, FLORIDA

JOB NUMBER:

L210211HAM

EOR:

RYAN D. ASMUS

P.E. NO.:

66626

TH

IS

I

TE

M H

AS

B

E E N D

IG

IT

AL

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S

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N E D A

N D S

E

AL

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M U S

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T H E D

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TO

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ID

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N E D A

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B E V

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