4Belfast Keller Road I_95 to Cranston Bluff_ .pdf

Z:\27691\27691.0083\Documents\Construction\Bid\Addenda\Addendum #4 Addendum #4 Dated October 23, 2024

BELFAST KELLER ROAD IMPROVEMENTS

FROM INTERSTATE 95 TO CRANSTON BLUFF ROAD

PREPARED FOR:

BRYAN COUNTY BOARD OF COMMISSIONERS

T&H PROJECT NO.

J–27691.0083

ADDENDUM NO. 4 October 23, 2024

GENERAL

This Addendum has been issued on behalf of Bryan County Board of Commissioners. The following information should be considered by prospective bidders in preparation of their proposals and is hereby incorporated into the Proposal Documents. Bidders shall be responsible for acknowledging receipt of this addendum in the Bid Form, Document 00313. Failure to do so will result in the proposal being considered non responsive.

PART I – CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS

The Proposal Documents shall be changed in the following respects:

SECTION 00021 – INVITATION TO BID

Updated dates for bid opening and final addendum.

SECTION 00313 – BID FORM

Revised items in bid form.

Revised to add Addendum No. 4

PART II – DRAWINGS

1. The plan sheets have been updated. Delete and replace the corresponding plan sheets with the attached:

• 13-0008 and 13-0009

Added labeling regarding existing pavement demo to sheets.

• 27-0003 and 27-0005

Revised labeling regarding signal pole material/color.

All refenced documents are incorporated and made a part of the Specifications for the Project

Belfast Keller Road from I–95 To Cranston Bluff Road.

BELFAST KELLER ROAD FROM I–95 TO CRANSTON BLUFF ROAD ADDENDUM #4

Z:\27691\27691.0083\Documents\Construction\Bid\Addenda\Addendum #3 Addendum #4 Dated October 23, 2024

All other aspects of the project remain unchanged.

THOMAS & HUTTON

Doyle Kelley, P.E.

Project Manager

End of ADDENDUM NO. 4

00021–1 z:\27691\27691.0083\Documents\Construction\Bid\Specifications\00021 – Invitation to Bid.doc Revised Per Addendum #3 dated 10/23/2024

DOCUMENT 00021

INVITATION TO BID

Legal Notice

1. Sealed proposals for Belfast Keller Road Improvements from Interstate 95 to Cranston Bluff Road owned by Bryan County Board of Commissioners will be received by Community Development (Attn: Kirk

Croasmun) at 66 Captain Matthew Freeman Drive, Richmond Hill, GA 31324 until 11:00 AM on

Wednesday, October 30, 2024, at which time they will be publicly opened.

2. The project consists of the following generally described work:

Belfast Keller Road Improvements from Interstate 95 to Cranston Bluff Road

The project consists of roadway improvements to Belfast Keller Road from the eastern roundabout of the

I–95 interchange to the new high school site located approximately 6,100’ east of I–95. The widening will be from an existing two–lane section to a six–lane up to Great Ogeechee Parkway, then transition to a four–lane divided section to the school. The improvements are being completed to accommodate the coming growth at the interchange and along the corridor. The design will include 2 full access intersections, a roundabout modification at the I-95 Interchange, a new roundabout at Heartwood

Avenue, and R–CUTs at a future access location.

3. Plans and Specifications are open to inspection digitally or may be obtained from Thomas & Hutton

Engineering Co., 50 Park of Commerce, Savannah, Georgia 31405 upon payment of $235.00 (half size) or $445.00 (full size) plus a pdf copy. The contractor may request a PDF copy only upon payment of

$25.00. The payment is nonrefundable. Contact Karen Smulski at Thomas & Hutton via email at smulski.k@tandh.com to request copies.

4. Bids shall be accompanied by a bid bond or certified cashier's check in an amount not less than 10% of the base bid. All bonds shall be by a surety company licensed in Georgia with an "A" minimum rating of performance and a financial strength of at least five times the contract price as listed in the most current publication of "Best's Key Rating Guide Property Liability." Performance and Payment Bonds, each in an amount equal to 100% of the contract price, shall be required of the successful bidder if contract is awarded. Each Bond shall be accompanied by a "Power of Attorney" authorizing the attorney–in–fact to bind the surety and certified to include the date of the bond.

5. Owner reserves the right to reject any or all Bids, including without limitation, the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if

Owner believes it would not be in the best interest of the Project to make an award to Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the Owner.

6. A voluntary pre–bid conference will be held at the Bryan County Community Development Conference

Room, 66 Captain Matthew Freeman Drive, Richmond Hill, GA 31324, at 11:00 AM on Thursday, October

10th, 2024. Bidders are not required to attend. All questions shall be submitted in writing to the Engineer by October 18, 2024, at 12:00 PM. An addendum addressing all questions and comments received by the question deadline will be issued via electronic mail by the end of business on October 23, 2024.

ENGINEER OWNER

Thomas & Hutton Bryan County Board of Commissioners

Attn: Doyle Kelley, P.E. Attn: Kirk Croasmun, P.E.

50 Park of Commerce Way 66 Captain Matthew Freeman Drive

Savannah, GA 31405 Richmond Hill, GA 31324

Phone: 912–721–4160 Phone: 912–756–7953

Email: kelley.d@tandh.com Email: kcroasmun@bryancountyga.gov

Bryan County Board of Commissioners, Owner

END OF INVITATION TO BID

00313 – 1

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #4 dated 10/23/2024

DOCUMENT 00313

BID FORM

PROJECT IDENTIFICATION: BELFAST KELLER ROAD IMPROVEMENTS FROM

INTERSTATE 95 TO CRANSTON BLUFF ROAD

CONTRACT IDENTIFICATION

AND NUMBER: J –27691.0083

THIS BID IS SUBMITTED TO: Bryan County

1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening, or for such longer period of time BIDDER may agree to in writing upon request of OWNER.

3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

a. BIDDER has examined and carefully studied the Plans and Specifications for the work and contractual documents relative thereto, and has read all Technical

Provisions, Supplementary Conditions, and General Conditions, furnished prior to the opening of Bids, and can fulfill the requirements of the work to be performed.

b. BIDDER further acknowledges hereby receipt of the following Addenda:

ADDENDUM NO. DATE

1 October 10,2024

2 October 15, 2024

3 October 22, 2024

4 October 23, 2024

c. BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site conditions possibly affecting cost, progress, performance and furnishing of the Work;

d. BIDDER is familiar with and is satisfied to all federal, state, and local Laws and

Regulations possibly affecting cost, progress, performance and furnishing of the

Work.

00313 – 2

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #4 dated 10/23/2024

e. BIDDER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structure at or contiguous to the site

(except underground Facilities) have been identified in the Supplementary

Conditions. BIDDER acknowledges such reports and drawings are not Contract

Documents and may not be complete for BIDDER’s purposes. BIDDER acknowledges OWNER and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the

Bidding Documents with respect to Underground Facilities at or contiguous to the site. BIDDER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions

(surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by BIDDER and safety precautions and programs incident thereto. BIDDER does not consider any additional examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance and furnishing of the

Work in accordance with the times, price and other terms and conditions of the

Bidding Documents.

f. BIDDER is aware of the general nature of Work to be performed by Owner and others at the site relating to Work for which this Bid is submitted as indicated in the

Bidding Documents.

g. BIDDER has correlated the information known to BIDDER, information and observations obtained from visits to the site, reports and drawings identified in the

Bidding Documents and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

h. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies BIDDER has discovered in the Bidding Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

i. This bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.

4. BIDDER will complete the Work in accordance with the Contract Documents for the following price(s):

00313 – 3

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #4 dated 10/23/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

ROADWAY CONSTRUCTION

150-1000 Traffic Control 1 ls $ –

151-1000 Mobilization 1 ls $ –

163-0232 Temporary Grassing 50 ac $ –

163-0240 Mulch 460 tn $ –

163-0301 Construct and Remove Construction

Exits 4 ea $ –

163-0550 Construct and Remove Inlet Sediment

Trap 120 ea $ –

165-0010 Maintenance of Temporary Silt Fence, Type A 12,600 lf $ –

165-0030 Maintenance of Temporary Silt Fence, Type C 5,000 lf $ –

165-0101 Maintenance of Construction Exits 4 ea $ –

165-0105 Maintenance of Inlet Sediment Traps 120 ea $ –

167-1000 Water Quality Monitoring and Sampling 6 ea $ –

167-1500 Water Quality Inspections 18 mo $ –

171-0010 Temporary Silt Fence, Type A 12,600 lf $ –

171-0030 Temporary Silt Fence, Type C 5,000 lf $ –

205-0001 Unclassified Excavation 3,800 cy $ –

207-0203 Found Bkfill Matl, Tp 2 1,500 cy $ –

210-0100 Grading Complete 1 ls $ –

310-5120 Gr Aggr Base Crs, 12 Inch, Incl Material 42,200 sy $ –

402-1812 Recycled Asph Conc Leveling, Inc Bitum

Matl & H Lime 7,500 tn $ –

402-3121 Asph Conc 25 mm Superpave, GP 1 or 2

, Incl Bitum Matl & H Lime (3.5") 11,200 tn $ –

402-3130 Aph Conc 12.5 MM Superpave, GP 2

Only, Incl Bitum Matl & H Lime (2") 6,600 tn $ –

402-3190 Asph Conc 19mm Superpave, GP 1 or 2, Incl Bitum Matl & H Lime (2" & 3") 7,100 tn $ –

413-0750 Tack Coat 7,600 gl $ –

415-5000

Asphaltic Concrete Open Graded

Crack Relief Interlayer, GP2 Only, Incl

Bitum Matl & H Lime (1")

1,200 tn $ –

429-1000 Rumble Strips 18 ea $ –

432-5010 Mill Asph Conc Pvmt, Variable Depth 600 sy $ –

439-0020 Plain PC Conc Pvmt, CL 3 Conc, 9 Inch

Thk 2,500 sy $ –

439-0020 Plain PC Conc Pvmt, CL 3 Conc, 9 Inch

Thk - Colored and Stamped 800 sy $ –

441-0104 Conc Sidewalk, 4 In 5,500 sy $ –

441-0740 Concrete Median, 4 In 1,830 sy $ –

00313 – 4

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #4 dated 10/23/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

441-0748 Concrete Median, 6 In 300 sy $ –

441-5008 Concrete Header Curb, 6 In, TP 7 400 lf $ –

441-5025 Concrete Header Curb, 4 In, TP 9 600 lf $ –

441-6222 Conc Curb & Gutter, 8in X 30in, TP 2 15,400 lf $ –

441-6740 Conc Curb & Gutter, 8in X 30in, TP 7 14,600 lf $ –

446-1100 Pvmt Reinf Fabric Strips, TP2, 18 Inch

Width 7,000 lf $ –

456-2020 Indentation Edge Line Rumble Strips-

Ground In Place (Continuous)

0.20 glm $ –

500-3201 Class B Concrete, Retaining Wall 45 cy $ –

500-3900 Class B Concrete, Incl Reinf Steel 30 cy $ –

500-9999 Class B Conc, Base or Pvmt Widening 300 cy $ –

550-4218 FlaredEnd Section 18 In, Storm Drain 27 ea $ –

550-4224 FlaredEnd Section 24 In, Storm Drain 17 ea $ –

550-5180 Storm Drain Pipe, 18 In, Class III 6,800 lf $ –

550-5183 Storm Drain Pipe, 18 In, Class V 100 lf $ –

550-5240 Storm Drain Pipe, 24 In, Class III 670 lf $ –

550-5243 Storm Drain Pipe, 24 In, Class V 712 lf $ –

550-5423 Storm Drain Pipe, 42 In, Class V 550 lf $ –

550-9000 Video Inspection 8,950 lf $ –

600-0001 Flowable Fill 32 cy $ –

603-2181 Stn Dumped Rip Rap, TP3, 18 In 500 sy $ –

603-7000 Plastic Filter Fabric 500 sy $ –

611-4003 Reconstruct Misc Drainage Structure 5 ea $ –

634-1200 Right Of Way Markers 62 ea $ –

636-1033 Highway Signs, TP1 Matl, Refl Sheeting, TP9

290 sf $ –

636-1036 Highway Signs, TP1 Matl, Refl Sheeting, TP11

499 sf $ –

636-1077 Highway Signs, Alum Extruded Panels, Refl Sheeting, TP 9 130 sf $ –

636-2070 Galv Steel Posts, TP7 1,378 lf $ –

636-2080 Galv Steel Posts, TP8 135 lf $ –

636-2090 Galv Steel Posts, TP9 355 lf $ –

639-3014 Steel Strain Pole, Type 4, Incl Luminaire

Arm, Black Powder Coated 8 ea $ –

636-3010 Ground-Mounted Breakaway Sign

Support 9 ea $ –

641-1200 Guardrail, TP W 200 lf $ –

641-5001 Guardrail Anchorage, TP 1 4 ea $ –

643-0010 Field Fence Woven Wire 2,000 lf $ –

653-0110 Thermoplastic Pvmt Marking, Arrow, TP 1 10 ea $ –

653-0120 Thermoplastic Pvmt Marking, Arrow, TP 2 56 ea $ –

653-0130 Thermoplastic Pvmt Marking, Arrow, TP 3 1 ea $ –

00313 – 5

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BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

653-0132 Thermoplastic Pvmt Marking, Arrow, TP

3A 1 ea $ –

653-0296 Thermoplastic Pvmt Marking, Word, TP 15 8 ea $ –

653-1501 Thermoplastic Solid Traf Stripe, 5in, White 22,100 lf $ –

653-1502 Thermoplastic Solid Traf Stripe, 5in, Yellow 19,000 lf $ –

653-1704 Thermoplastic Solid Traf Stripe, 24in, White 310 lf $ –

653-1804 Thermoplastic Solid Traf Stripe, 8 In, White 5,540 lf $ –

653-1906 Thermoplastic Solid Traf Stripe, 6 In, White 3,350 lf $ –

653-3501 Thermoplastic Skip Traf Stripe, 5 In, White 17,700 glf $ –

653-4503 Thermoplastic Skip Traf Stripe, 6 In, White 60 glf $ –

653-4830 Thermoplastic Skip Traf Stripe, 18 In, White 160 glf $ –

653-6004 Thermoplastic Traf Striping, White 1,250 sy $ –

653-6006 Thermoplastic Traf Striping, Yellow 100 sy $ –

654-1003 Raised Pvmt Markers TP3 350 ea $ –

654-1010 Raised Pvmt Markers TP10 12 ea $ –

655-6030 Preformed Plastic Pvmt Mkg Arrow, Contrast (Black-White), TP 3 2 ea $ –

657-5535 Preformed Plastic Pvmt Mkg Arrow, Contrast (Black-White), TP 3A 2 ea $ –

657-1085 Preformed Plastic Solid Pvmt Mkg, 8 In, Contrast (Black-White), TP PB 1,500 lf $ –

657-1110 Preformed Plastic Solid Pvmt Mkg, 11 In, Contrast (Black-White), TP PB 850 lf $ –

657-3085 Preformed Plastic Skip Pvmt Mkg, 8 In, Contrast (Black-White), TP PB 200 glf $ –

657-4998 Preformed Plastic Pavement Marking, Contrast (Black-White), TP PB 1,800 sy $ –

667-1000 Signal Installation No- 1 (Access

1/Access2) 1 ls $ –

667-1000 Signal Installation No- 2 (US 278 & Great

Ogeechee PkwyAccess3) 1 ls $ –

668-1100 Catch Basin, GP 1 81 ea $ –

668-1110 Catch Basin, GP 1, Addl Depth 20 lf $ –

668-2100 Drop Inlet, GP 1 31 ea $ –

668-2110 Drop Inlet, GP 1, Addl Depth 20 lf $ –

668-2200 Drop Inlet, GP 2 5 ea $ –

668-2210 Drop Inlet, GP 2, Addl Depth 20 lf $ –

680-6140 Luminaire, TP 4, LED 8 ea $ –

668-5000 Junction Box 2 ea $ –

668-7018 Drain Inlet, 18 In 4 ea $ –

682-2120 Pull Box, Type 2 20 ea $ –

682-2130 Pull Box, Type 3 8 ea $ –

00313 – 6

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #4 dated 10/23/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

682-2150 Pull Box, Type 5 2 ea $ –

682-6219 Conduit, Nonmetl, TP 2, 1 In 200 lf $ –

682-6222 Conduit, Nonmetl, TP 2, 2 In 160 lf $ –

682-6233 Conduit, Nonmetl, TP 3, 2 In 1,710 lf $ –

682-9950 Directional Bore- Signal No 1 100 lf $ –

682-9950 Directional Bore- Signal No 2 90 lf $ –

700-6910 Permanent Grassing 19.00 ac $ –

700-7000 Agricultural Lime 75.00 tn $ –

700-8000 Fertilizer Mixed Grade 23.00 tn $ –

700-8100 Fertilizer Nitrogen Content 940 lb $ –

1001 Landscaping 1 ls $ –

1005 Lighting 1 ls $ –

1010 Handrail (42") 1 ls $ –

TOTAL

PROJECT

TOTAL BID:

and _____ /100 Dollars

Unit Prices have been computed in accordance with paragraph 11.03.C of the General

Conditions.

BIDDER acknowledges estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities determined as provided, determined as provided in the Contract Documents.

5. BIDDER agrees the Work in the area from Sta. 172+29.00 to 206+42.14 shall be substantially complete by September 1, 2025. The remainder of the project shall be substantially complete by July 1, 2026 and completed and ready for final payment by August 15, 2026.

6. BIDDER accepts provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within times specified in the Agreement.

7. The following documents are attached to and made a condition of this Bid:

a. Required Bid Security in the form of 10 percent of the Bid Total Price.

00313 – 7

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #4 dated 10/23/2024

8. The undersigned further agrees in case of failure on his/her part to execute the said contract and the Bond within 30 consecutive calendar days after written notice being given of the award of the contract, the check or bid bond accompanying this bid, and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure, otherwise, the check or bid bond accompanying this proposal shall be returned to the undersigned.

9. Communications concerning this Bid shall be addressed to:

Doyle D. Kelley, PE

Thomas & Hutton

50 Park of Commerce Way

Savannah, GA 31405

(912)721–4160 kelley.d@tandh.com

10. Terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions of Instructions.

SUBMITTED 2024.

CONTRACTOR'S NAME

ADDRESS:

BY:

State Contractor License No.

C-37A C-38 C-39

C-40B

C-37B C-40A

C-60

18"

18"

18" 18"

18"

C-61B

C-61C

C-59A

WETLAND 7

150' TAPER

BELFAST KELLER RD. CONST CL

RAYDIENT RICHMOND HILL, LLC

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 24

DATA SHEET 25

EXIST. R/W EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

S33°54'41.0"E

R

R

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

46.00' LT

STA 172+43.79

BEGIN TAPER

34.00' LT

STA 173+93.79

END TAPER

STA 175+36.51

CONCRETE MEDIAN

MEDIAN/BEGIN

END GRASSED

175+00.00

BEGIN REMOVAL EXISTING PAVEMENT

D R

A W

I N

G N o

.0

M

A T

C H

L I N

E S

T A

D R

A W

I N

G N o

.0

M

A T

C H

L I N

E S

T A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/23/2024 arce.r

GPLOT-ORD

gplotborder-ORD-PO.tbl

0027691_13.dgn

6:52:19 PM

GPLN-CE

0008-13

BELFAST KELLER ROAD

I-95 TO CRANSTON BLUFF

CONSTRUCTION PLAN

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

20 80

SCALE IN FEET

0 40

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

IO

N

C-41

C-42

D-3

D-4A

D-4B

C-43

D-1

D-2

C-64A

C-65

C-68

C-64B

D-29

D-30

D-31

18"

18"

18"

18"

18" CLASS V

18"

18"

D-101D-100 18"

18"

C-61A

D-5

BELFAST KELLER RD.

BELFAST KELLER RD. CONST CL

H E

A R T

W O

O D

A V E

N U E

H E

A R T

W O

V E

N U E

RAYDIENT RICHMOND HILL, LLC

RAYDIENT RICHMOND HILL, LLC RAYDIENT RICHMOND HILL, LLC

8 12

DATA SHEET 24

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 24

DATA SHEET 25 DATA SHEET 28

EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 26

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 26

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 27

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 25

RAYDIENT RICHMOND HILL, LLC

9A

DATA SHEET 26

P

0 1

S33°54'41.0"E

L i n e a r n n o t a t i o n

P o i n t

S t a t i o n

N E

63+88.83 POE

63+00

N

E

70+00.00 POB

70+00

71+00

S34°37'22.7"E

.5

P

B

IE: 18.16 IE: 18.12

18" RCP

24" RCP

24" RCP

I.E. 17.37

I.E. 17.46

I.E. 17.51 I.E. 17.52

4'x2' TELECOMM VAULT

EXPOSED 8" PIPE

EXPOSED 8" PIPE

x3 UGP STUBOUT

STOP SIGN

EXPOSED BLUE WIRES

2" PIPE W/ VALVE

I.E. (S) 9.74

I.E. (NE) 9.85

FR. 21.28

SSMH

I.E. (E) 11.32

I.E. (SW) 11.31

FR. 21.36

SSMH

I.E. (SW) 10.18

I.E. (N) 10.24

FR. 21.37

SSMH

S

S

I.E. (W) 10.75

I.E. (NE) 10.84

FR. 21.74

SSMH

110'

R

R

0'

R

R

90'

R

R

R

3'

R

3' R

R

108' R

R

R

R

R

R

R

77' R

R

R

77' R 3

R

R

3' R

3' R

3' R

3'

R

R

R

R

3' R

R

3' R

128'R

128'

R

.4

R

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

STA 176+62.52

END 30" CURB & GUTTER (TYPE 2)

END CONCRETE MEDIAN

STA 179+35.11

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN CONCRETE MEDIAN

STA 176+07.91, 52.88' LT

BEGIN 8' CONC. SIDEWALK

STA 71+45.37, 30.97' LT

END 8' CONC. SIDEWALK

STA 71+37.76, 26.19' RT

BEGIN 8' CONC. SIDEWALK

STA 179+84.10, 28.23' LT

END 8' CONC. SIDEWALK

STA 176+11.49, 29.27' RT

BEGIN 8' CONC. SIDEWALK

STA 62+23.45, 38.36' LT

END 8' CONC. SIDEWALK

STA 179+92.77, 63.23' RT

END 8' CONC. SIDEWALK

STA 70+94.10

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN GRASSED MEDIAN

STA 62+67.92

BEGIN 30" CURB & GUTTER (TYPE 2)

END GRASSED MEDIAN

STA 70+00.00

HEARTWOOD AVENUE

STA 178+61.17

BELFAST KELLER

INTERSECTION

STA 63+80.00

HEARTWOOD AVENUE

STA 177+48.16

BELFAST KELLER

INTERSECTION

WHEELCHAIR RAMP TYPE B

WHEELCHAIR RAMP TYPE B

WHEELCHAIR RAMP TYPE B

WHEELCHAIR RAMP TYPE B

WHEELCHAIR RAMP TYPE B

WHEELCHAIR RAMP TYPE B

WHEELCHAIR RAMP TYPE B

STA 62+24.66, 30.24' RT

BEGIN 8' CONC. SIDEWALK

WHEELCHAIR RAMP TYPE B

STRIPS (TYP)

DETECTABLE WARNING

89°12'43.18"

°4 7' .8 2"

1'R 1'

R

R

59.3'

R

7.

7'

R

R

59.3'

R

7.

7'

R

STA 175+36.51

CONCRETE MEDIAN

MEDIAN/BEGIN

END GRASSED

STA 180+56.80

GRASS MEDIAN

MEDIAN/BEGIN

END CONCRETE

R

PAVEMENT 180+00.00

END REMOVAL EXISTING

A

W I

G o

.0

M

A T

C H

L I

T

D R

A W

IN

G

N o

.0

M

A T

C H

L I N

E S

T A

0018 DRAWING No. 1+50.00

MATCH LINE STA. 7

0017 DRAWING No. 2+10.00MATCH LINE STA. 6

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/23/2024 arce.r

GPLOT-ORD

0027691_13.dgn

6:52:20 PM

0009-13

CONSTRUCTION PLAN

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

20 80

SCALE IN FEET

0 40

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

CONSTRUCTION & MAINTENANCE EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY

CONSTRUCTION & MAINTENANCE EASEMENT

BELFAST KELLER ROAD

SPEED LIMIT = 45 MPH

CONSTRUCTION & MAINTENANCE EASEMENT

PROPOSED RIGHT-OF-WAY

BELFAST KELLER ROAD

SPEED LIMIT = 45 MPH

PROPOSED RIGHT-OF-WAY

CONSTRUCTION & MAINTENANCE EASEMENT

R O

A D

A C

C E

S S

R

O A

D A

C C

E S

S

L1

L5

L4 L4

L8L8

330' TO STOP BAR

330' TO STOP BAR

L6A

L6B

L6C

L2A

L2B

2,4,6,8

P2,P4,P6,P8

RETROREFLECTIVE TAPE ON BACKPLATES

LED SIGNAL HEAD W/ TP IX

1,5

N

- RUN A DEDICATED 7-CONDUCTOR TO EACH LEFT TURN SIGNAL HEAD.

- CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITES.

ENGINEERING PRIOR TO SIGNAL OPERATION.

ITS FUNCTIONALITY AND OBTAIN APPROVAL FROM BRYAN COUNTY TRAFFIC

- AFTER INSTALLATION, CONTRACTOR SHALL TEST ALL SIGNAL EQUIPMENT AND VERIFY

- ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE BLACK, WITH YELLOW BACKPLATES.

- USE SEPARATE 3-PAIR SHIELDING CABLES FOR QUADLOOPS AND PULSE LOOPS.

OBTAIN REQUIRED CLEARANCE HEIGHT AND SIGNAL HEAD LANE ALIGNMENT.

- IT IS THE CONTRACTORS RESPONSIBILITY TO ADJUST SPAN AS NECESSARY TO

NOTES:

R10-5A

REGULATORY SIGNS

36" X 36"

R1-2

LEFT TURN

YIELD

YELLOW

ARROW

ON FLASHING

24" X 30"

R10-5A

18" X 24"

R560-5

30" X 30"

R3-3

24" X 30"

R4-7

9" X 12"

R10-3B(L)

9" X 12"

R10-3B(L)

STATE LAW

STOP

IN CROSSWALK

FOR PEDESTRIANS

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

PHASING DIAGRAM

W W

W W

W

W

W

W

OMIT

OMIT

INSTALL TYPE 2 WHITE ARROW (TYP.)

INSTALL TYPE 3 WHITE ARROW (TYP.)

YIELD

AND TYPE 3 PULLBOX

COATED (COUNTY STANDARD LUMINAIRE),

LUMINAIRE ARM , BLACK POWDER

INSTALL STEEL STRAIN POLE, TP IV, INCL

R560-5

R560-5

R1-2

R560-5

R560-5

R1-2

R4-7

R4-7

(TYP.)

INSTALL 6'X40" LOOPS

(TYP.)

PEDESTRIAN SIGNS

PEDESTRIAN SIGNAL, PUSHBUTTON STATION AND

INSTALL PEDESTRIAN POLE WITH BASE COUNTDOWN

RAMP (TYP.)

INSTALL TYPE B CURB

LUMINAIRE), AND TYPE 3 PULLBOX

POWDER COATED (COUNTY STANDARD

INCL LUMINAIRE ARM , BLACK

INSTALL STEEL STRAIN POLE, TP IV,

(TYP.)

INSTALL TYPE 3-2" CONDUIT

(TYP.)

INSTALL 6'X6" LOOPS

D3-1 #3

D

R10-5A

D3-1 #2

D

HATCHING

INSTALL 18" WHITE GORE

(TYP.)

ARROW

INSTALL TYPE 1 WHITE

AND TYPE 3 PULLBOX

COATED (COUNTY STANDARD LUMINAIRE),

INCL LUMINAIRE ARM , BLACK POWDER

IINSTALL STEEL STRAIN POLE, TP IV,

TYPE 4 PULLBOX

WITH 2070LX CONTROLLER AND

INSTALL 332L CABINT AND BASE

FY

R

G

RAMP

INSTALL TYPE A CURB

LUMINAIRE), AND TYPE 3 PULLBOX

POWDER COATED (COUNTY STANDARD

INCL LUMINAIRE ARM , BLACK

INSTALL STEEL STRAIN POLE, TP IV,

(TYP.)

INSTALL TYPE 2 PULLBOX

DIRECTIONAL BORE (TYP.)

INSTALL TYPE 3-2" CONDUIT,

PEDESTRIAN SIGNS

DETECTION LEGEND

PROPOSED MAGNETOMETER PROPOSED RADAR

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

SIGNAL HEAD

PROPOSED

SIGNAL HEAD

EXISTING

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PEDESTRIAN

(CLUSTER) SIGNAL HEAD

PROPOSED 5-SECTION

SIGNAL HEAD

PROPOSED 4-SECTION

SIGNAL LEGEND

P2

Y

R

Y

G

8 8

P4

P2

P8

P6

P8

P6

P4

30 60 120

SCALE IN FEET

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/23/2024 arce.r

GPLOT-ORD

0027691_27.dgn

6:34:54 PM

0003-27

SIGNAL PLANS

www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

CONSTRUCTION & MAINTENANCE EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY

CONSTRUCTION & MAINTENANCE EASEMENT

BELFAST KELLER ROAD 45 MPH SPEED LIMIT

CONSTRUCTION & MAINTENANCE EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY

CONSTRUCTION & MAINTENANCE EASEMENT

BELFAST KELLER ROAD 45 MPH SPEED LIMIT

E X

IS

T

IN

IG

H T -O

F -W

A Y

E X

IS

T

H T -O

F -W

A Y

R O

C

C E

S S

E X

IS

T

H T -O

F -W

A Y

G R E

A T

O G E E C H E E

P A R K

W A Y

M P H

S P E E

D

LI

M

IT

E X

IS

T

H T -O

F -W

A Y

L4 L7

L5

L8 L8

L1

330' TO STOP BAR

330' TO STOP BAR

L6A

L6B

L2A

L2B

N

R10-5A

D3-1#2

D

D

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

PHASING DIAGRAM

W W

W W

W

W

W

W

OMIT

OMIT

REGULATORY SIGNS

36" X 36"

R1-2

LEFT TURN

YIELD

YELLOW

ARROW

ON FLASHING

24" X 30"

R10-5A

18" X 24"

R560-5

30" X 30"

R3-3

24" X 30"

R4-7

9" X 12"

R10-3B(L)

9" X 12"

R10-3B(L)

STATE LAW

STOP

IN CROSSWALK

FOR PEDESTRIANS

YIELD

PEDESTRIAN SIGNS

2,4,6,8

P2,P4,P6,P8

RETROREFLECTIVE TAPE ON BACKPLATES

LED SIGNAL HEAD W/ TP IX

1,5

FY

R

G

TYPE 4 PULLBOX

WITH 2070LX CONTROLLER AND

INSTALL 332L CABINET AND BASE

LUMINAIRE), AND TYPE 3 PULLBOX

POWDER COATED (COUNTY STANDARD

INCL LUMINAIRE ARM , BLACK

INSTALL STEEL STRAIN POLE, TP IV,

(TYP.)

INSTALL TYPE 2 PULLBOX

(TYP.)

INSTALL TYPE 1 WHITE ARROW

(TYP.)

INSTALL TYPE 3-2" CONDUIT

(TYP.)

PEDESTRIAN SIGNS

PUSHBUTTON STATION AND

COUNTDOWN PEDESTRIAN SIGNAL,

INSTALL PEDESTRIAN POLE WITH BASE

(TYP.)

INSTALL TYPE 2 WHITE ARROW

R560-5

R1-2

R4-7

R4-7

R560-5

R1-2

R560-5

R1-2

(TYP.)

INSTALL TYPE B CURB RAMP

R10-5A

D3-1 #3

LUMINAIRE), AND TYPE 3 PULLBOX

POWDER COATED (COUNTY STANDARD

INCL LUMINAIRE ARM , BLACK

INSTALL STEEL STRAIN POLE, TP IV,

LUMINAIRE), AND TYPE 3 PULLBOX

COATED (COUNTY STANDARD

INCL LUMINAIRE ARM , BLACK POWDER

INSTALL STEEL STRAIN POLE, TP IV,

LUMINAIRE), AND TYPE 3 PULLBOX

POWDER COATED (COUNTY STANDARD

INCL LUMINAIRE ARM , BLACK

INSTALL STEEL STRAIN POLE, TP IV,

R1-2

R560-5

(TYP.)

INSTALL TYPE 3 WHITE ARROW

(TYP.)

INSTALL 6'X6' PULSE LOOPS

R

A

- RUN A DEDICATED 7-CONDUCTOR TO EACH LEFT TURN SIGNAL HEAD.

- CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITES.

ENGINEERING PRIOR TO SIGNAL OPERATION.

ITS FUNCTIONALITY AND OBTAIN APPROVAL FROM BRYAN COUNTY TRAFFIC

- AFTER INSTALLATION, CONTRACTOR SHALL TEST ALL SIGNAL EQUIPMENT AND VERIFY

- ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE BLACK, WITH YELLOW BACKPLATES.

- USE SEPARATE 3-PAIR SHIELDING CABLES FOR QUADLOOPS AND PULSE LOOPS.

OBTAIN REQUIRED CLEARANCE HEIGHT AND SIGNAL HEAD LANE ALIGNMENT.

- IT IS THE CONTRACTORS RESPONSIBILITY TO ADJUST SPAN AS NECESSARY TO

NOTES:

SIGNAL HEAD

PROPOSED

SIGNAL HEAD

EXISTING

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PEDESTRIAN

(CLUSTER) SIGNAL HEAD

PROPOSED 5-SECTION

SIGNAL HEAD

PROPOSED 4-SECTION

SIGNAL LEGEND DETECTION LEGEND

PROPOSED MAGNETOMETER PROPOSED RADAR

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

P4

Y

R

Y

G

8 8

P6

P8P4

P6

P2

P8

P2

30 60 120

SCALE IN FEET

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

10/23/2024 arce.r

GPLOT-ORD

0027691_27.dgn

6:34:54 PM

0005-27

SIGNAL PLANS

www.thomasandhutton.com

Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

Z:\27691\27691.0083\Documents\Construction\Bid\Package\PROSPECTIVE BIDDER LIST.docx

BELFAST KELLER ROAD IMPROVEMENTS FROM JOB NO.: J–27691.0083

INTERSTATE 95 TO CRANSTON BLUFF ROAD PROJECT MANAGER: Rebekah Arce

Bryan County Engineering BID DATE:

PROSPECTIVE BIDDERS LIST BID BOND: 10%

10/23/2024 FEE: $100 Hard/$25.00 Digital(Non–Refundable)

PLANS AND SPECIFICATIONS

Bryan County Board of Commissioners

66 Captain Matthew Freeman Drive

Richmond Hill, GA 31324

Kirk Croasmun

912.756.7953 ltyson@bryancountyga.gov, kcroasmun@bryancountyga.gov, mmontanye@bryancountyga.gov, Matthew Montanye mmontanye@bryancountyga.gov

Keith Page kpage@bryancountyga.gov

Paul Teague pteague@bryan-county.org

Web www.bryancountyga.org

09.30.2024 – Sent specs, plans, Geotech Report via FTP

10.10.2024 – Sent Addendum #1 via FTP

10.15.2024 – Sent Addendum #2 via FTP (RA)

10.22.2024 – Sent Addendum #3 via FTP (RA)

McGraw Hill – Dodge Plan Room

Attn: Darlene Baker

1000 Eisenhower Drive, Suite G

Savannah, GA 31406 www.construction.com/projectcenter

Phone: 912.354.6696 darlene.baker–mann@construction.com

Joanie Sarmiento

Document Coordinator

Dodge Construction Network (Plan Room)

Office: 844–326–3826

Joanie.sarmiento@construction.com

Maria Thurman

Content Specialist

Construct Connect

Maria.Thurman@ConstructConnect.com

Phone: 513.458.5940

06.27.2024 – sent specs and plans via FTP

Lori Demko

Sr. Content Specialist p: 513–458–8690

Lori.Demko@ConstructConnect.com

Henri Bradshaw

Henri.Bradshaw@constructconnect.com

Jamaica Bejagan

Jamaica.Bejagan@ConstructConnect.com

09.30.2024 – Sent specs, plans, Geotech Report via FTP

10.10.2024 – Sent Addendum #1 via FTP mailto:ltyson@bryancountyga.gov mailto:kcroasmun@bryancountyga.gov mailto:mmontanye@bryancountyga.gov mailto:mmontanye@bryancountyga.gov mailto:kpage@bryancountyga.gov mailto:pteague@bryan-county.org https://nam12.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.bryancountyga.org%2F&data=05%7C01%7Csmulski.k%40tandh.com%7Cbf751d84d8ab468d088d08dab81e5680%7C1a894e1fcadd4395b18dab194ebab418%7C1%7C0%7C638024737737812684%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=dwTMJGplL60qlwt%2FqvlerWxznSkntKFcyCYboiF0BDM%3D&reserved=0 http://www.construction.com/projectcenter mailto:darlene.baker-mann@construction.com mailto:Joanie.sarmiento@construction.com mailto:Maria.Thurman@ConstructConnect.com mailto:Lori.Demko@ConstructConnect.com mailto:Henri.Bradshaw@constructconnect.com mailto:Jamaica.Bejagan@ConstructConnect.com

Z:\27691\27691.0083\Documents\Construction\Bid\Package\PROSPECTIVE BIDDER LIST.docx

Michael Kleuckling, Vice President, Estimating C. W.

MATTHEWS CONTRACTING CO., INC.

mikek@cwmatthews.com

Also send to Brenda:

Bnation@cwmatthews.com

Physical Address: 1600 Kenview Drive

Marietta, Georgia 30060

Mailing Address: P. O. Drawer 970

Marietta, Georgia 30061

Office Phone: 770–422–7520 Ext. 1254

Cell: 404–277–3637

Fax: 770–422–9361

Debbie Rios

Contract Administrator

GA/SC Region

APAC–Atlantic, Inc.

A CRH COMPANY

47 Telfair Place

Savannah, GA 31415

O (912) 443–3416

C (912) 346–6604

F (912) 443–0114

E debbie.rios@apacatlantic.com www.APACatlantic.com

Shane Holland

Estimator

McLendon Enterprises, Inc.

2365 Aimwell Road

Vidalia, GA 30474

Office 912-537-7887

Cell 912-293-6026 http://www.mclendonenterprises.com shane@mclendonenterprises.com

JA Long, Inc.

James M. Nene. PE

VP of Structures and Grading

Post Office Box 1810

Fortson, GA 31808

JNENE@jalong.net

09.30.2024 – Sent specs, plans, Geotech Report via

FTP

10.10.2024 – Sent Addendum #1 via FTP

Kyle Wright

Senior Estimator

Astra Group, LLC

1611 Perry Blvd NW

Atlanta, GA 30318

Direct: 770.992.9300 x8297

Mobile: 770.833.1518

Email: kwright@astragroupinc.com www.astragroupinc.com

10.01.2024 – Sent specs, plans, Geotech Report via

FTP

10.10.2024 – Sent Addendum #1 via FTP

William R. Evans III (Trey)

Senior Estimator

Platinum Paving and Concrete, LLC

11 Gateway Blvd. South Suite 44

Savannah, GA 31419

O: 912–713–7283; Direct – (912) 680–1707 tevans@platinumpavingga.com

Paid – Check # 11329

10.01.2024 – Sent specs, plans, Geotech Report via

FTP and Trey picked up hard copies

10.10.2024 – Sent Addendum #1 via FTP mailto:mikek@cwmatthews.com mailto:Bnation@cwmatthews.com mailto:debbie.rios@apacatlantic.com https://nam12.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.apacatlantic.com%2F&data=05%7C02%7Csmulski.k%40tandh.com%7C3e1bb781956943b0a33e08dccd0b38d2%7C1a894e1fcadd4395b18dab194ebab418%7C0%7C0%7C638610695320197342%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C0%7C%7C%7C&sdata=Gp2hgf4%2FQldgCbxewcfCYsJ%2BCOQ0rJ6rb0%2B7yCfZn4k%3D&reserved=0 https://nam12.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.mclendonenterprises.com%2F&data=05%7C02%7Csmulski.k%40tandh.com%7C0092f4a9ddc54661068908dcde5e6ee9%7C1a894e1fcadd4395b18dab194ebab418%7C0%7C0%7C638629744435345810%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C0%7C%7C%7C&sdata=TL0fmD8T28iqpZ3G3ukumbQdLUM5ncjBgNU4rA%2BrzYE%3D&reserved=0 mailto:shane@mclendonenterprises.com mailto:JNENE@jalong.net mailto:kwright@astragroupinc.com http://www.astragroupinc.com/ mailto:tevans@platinumpavingga.com