Belfast Keller Rd I_95 to Cranston Bluff Adde.pdf

PDF 5 MB Posted Sep 26, 2024

Attached to: Belfast Keller Road Improvements from Interstate 95 to Cranston Bluff Road
Solicitation number: PE-77523-NONST-2025-000000037
Issued by: Brooks County, Georgia

About this file

Written by GovTribe AI · Oct 21, 2024

This document is an Addendum for the Belfast Keller Road Improvements from Interstate 95 to Cranston Bluff Road project owned by the Bryan County Board of Commissioners in Georgia. The project consists of roadway improvements to widen Belfast Keller Road from two lanes to six lanes up to Great Ogeechee Parkway, then transition to a four-lane divided section to a new high school site. The improvements include two full access intersections, a roundabout modification at the I-95 interchange, and a new roundabout at Heartwood Avenue. Sealed proposals are due by October 29, 2024, and a voluntary pre-bid conference will be held on October 10, 2024. The project completion dates are September 1, 2025 for the area from Sta. 172+29.00 to 206+42.14 and July 1, 2026 for the remainder, with final completion by August 15, 2026.

Bid bonds of 10% of the base bid are required, and the successful bidder must provide 100% performance and payment bonds. The owner reserves the right to reject any or all bids. Unit prices will be used for final payment. No other notable pricing terms, set asides, incumbents, or funding details are provided.

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Belfast Keller Rd I_95 to Cranston Bluff _ In.pdf	PDF	Sep 26, 2024
3Belfast Keller Road I_95 to Cranston Bluff _.pdf	PDF	Sep 26, 2024
Belfast Keller Road _ I_95 to Cranston Bluff .pdf	PDF	Sep 26, 2024
Geotech Report _ Belfast Keller Road Pavement.pdf	PDF	Sep 26, 2024
27691_0083_Contract Documents and Technical S.pdf	PDF	Sep 26, 2024
4Belfast Keller Road I_95 to Cranston Bluff_ .pdf	PDF	Sep 26, 2024
27691_0083 Belfast Keller Road _ I_95 to Cran.pdf	PDF	Sep 26, 2024
Belfast Keller Road I_95 to Cranston Bluff _ .pdf	PDF	Sep 26, 2024

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Z:\27691\27691.0083\Documents\Construction\Bid\Addenda\Addendum #2 Addendum # 2 Dated October 15, 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. 2 October 15, 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

Revised the date and time for all questions to be submitted to the Engineer.

SECTION 00313 – BID FORM

Revised to add Addendum No. 2.

PART II – DRAWINGS

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

• 13 Series

• 22 Series

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.

All other aspects of the project remain unchanged.

THOMAS & HUTTON

Doyle Kelley, P.E.

Project Manager

End of ADDENDUM NO. 2

00021–1 z:\27691\27691.0083\Documents\Construction\Bid\Specifications\00021 – Invitation to Bid.doc Revised Per Addendum #2 dated 10/15/2024

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 Tuesday, October 29, 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 22, 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 #2 dated 10/15/2024

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

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 #2 dated 10/15/2024

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 #2 dated 10/15/2024

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 265 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 265 ea $ –

167-1000 Water Quality Monitoring and Sampling 4 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 3,500 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 41,100 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") 10,800 tn $ –

402-3130 Aph Conc 12.5 MM Superpave, GP 2

Only, Incl Bitum Matl & H Lime (2") 6,400 tn $ –

402-3190 Asph Conc 19mm Superpave, GP 1 or 2, Incl Bitum Matl & H Lime (2" & 3") 6,800 tn $ –

413-0750 Tack Coat 7,500 gl $ –

415-5000

Asphaltic Concrete Open Graded

Crack Relief Interlayer, GP2 Only, Incl

Bitum Matl & H Lime (1")

1,100 tn $ –

432-5010 Mill Asph Conc Pvmt, Variable Depth 19,300 sy $ –

439-0018 Plain PC Conc Pvmt, CL 3 Conc, 8 Inch

Thk 1,000 sy $ –

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

Thk 1,500 sy $ –

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

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

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

00313 – 4

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #2 dated 10/15/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

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 $ –

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

500-3900 Class B Concrete, Incl Reinf Steel 20 cy $ –

500-9999 Class B Conc, Base or Pvmt Widening 100 cy $ –

550-2180 Side Drain Pipe, 18 In, H 1-10 200 lf $ –

550-4118 FlaredEnd Section 18 In, Side Drain 10 ea $ –

550-4218 FlaredEnd Section 18 In, Storm Drain 28 ea $ –

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

550-5180 Storm Drain Pipe, 18 In, Class III 7,380 lf $ –

550-5183 Storm Drain Pipe, 18 In, Class V 50 lf $ –

550-5240 Storm Drain Pipe, 24 In, Class III 1,525 lf $ –

550-5243 Storm Drain Pipe, 24 In, Class V 700 lf $ –

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

603-2181 Stn Dumped Rip Rap, TP3, 18 In 450 sy $ –

603-7000 Plastic Filter Fabric 450 sy $ –

611-4003 Reconstruct Misc Drainage Structure 4 ea $ –

634-1200 Right Of Way Markers 62 ea $ –

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

220 sf $ –

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

410 sf $ –

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

636-2070 Galv Steel Posts, TP7 1,040 lf $ –

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

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

636-3010 Ground-Mounted Breakaway Sign

Support 9 ea $ –

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

Arm 8 ea $ –

641-1200 Guardrail, TP W 200 lf $ –

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

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 $ –

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 $ –

00313 – 5

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #2 dated 10/15/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

653-1502 Thermoplastic Solid Traf Stripe, 5in, Yellow 600 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 $ –

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 79 ea $ –

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

668-2100 Drop Inlet, GP 1 34 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 $ –

668-7018 Drain Inlet, 18 In 4 ea $ –

680-6140 Luminaire, TP4, LED 8 ea $ –

682-2120 Pull Box, Type 2 20 ea $ –

682-2130 Pull Box, Type 3 8 ea $ –

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 $ –

00313 – 6

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #2 dated 10/15/2024

BELFAST KELLER ROAD IMPROVEMENTS FROM INTERSTATE 95 TO CRANSTON BLUFF

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

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 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.

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.

00313 – 7

Z:\27691\27691.0083\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC Revised per Addendum #2 dated 10/15/2024

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.

100' TAPER

180' TAPER

S34°49'01.7"E

STA 130+03.92

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 130+82.23

BEGIN CONCRETE MEDIAN

BEGIN GRASSED MEDIAN

12.08' RT

STA 130+03.92

BEGING CONCRETE PAVING

BEGIN TAPER

2.00' LT

STA 131+03.92

END TAPER

12.08' RT

STA 130+03.92

TIE TO EXISTING CURB & GUTTER

D R

A W

I N

G N o

A T

C H

L I N

E S

T A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

gplotborder-ORD-PO.tbl

0027691_13.dgn

7:31:48 PM

GPLN-CE

0001-13

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

S E

N O

T F

O R

C O

N S

T R

U C

STA 139+71.24

BEGIN R/W ACQUISTION

140+85.90

BLA

A-2B

A-2A

A-3

A-1

A-4

B-1

B-2

B-3B

B-3A

B-5

C-1

18"

180' TAPER

BELFAST KELLER RD. CONST CL

N B

X I T

R A

M P

N T

R A

N C E

RAYDIENT RICHMOND HILL, LLC

DATA SHEETS 20 & 21

EXI

R/ W

EXIST. R/W

E X I S T

S34°41'27.5"E

0 1

800+00

801+00

P O

POE 720+07.85

718+00

719+00

720+00

18" RCP

R C P

I.E. (S) 23.06

I.E. (SE) 23.50

I.E. (NW) 26.02

I.E. (SE) 26.73

I.E. (W) 24.74

RCP

18"

RCP

DO NOT ENTER

I.E. 19.92

GAS LINE MARKER

CROSSWALK

I.E. (W) 21.17

I.E. (N) 28.48

46.00' RT

STA 141+50.00

TIE TO EXISTING CURB & GUTTER

BEGIN 30" CURB & GUTTER (TYPE 2)

34.00' LT

STA 141+15.83

TIE TO EXISTING CURB & GUTTER

BEGIN 30" CURB & GUTTER (TYPE 2)

STA 139+81.59

TIE TO EXISTING CURB & GUTTER

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN GRASSED MEDIAN

STA 141+50.00, ELEV: 26.80

MATCH EXISTING CROSS SLOPES

MATCH EXISTING ELEVATION

BEGIN MILL & INLAY

END CONCRETE PAVING

STA 142+00.00

BEGIN OVERLAY

END MILLING

TYPE 2 (TYP.)

30" CURB & GUTTER

WHEELCHAIR RAMP TYPE B

R 5' R

WHEELCHAIR RAMP TYPE B

STA 140+38.88, 59.42' LT

BEGIN 5' CONC. SIDEWALK

3' R

R 3' R

16.24' RT

STA 718+00

END 10' PAVED SHOULDER

BEGIN 30" CURB & GUTTER (TYPE 2)

STA 139+33.81, 149.05' RT

BEGIN 10' CONC. SIDEWALK

STA 132+94.61, 30' RT

W-BEAM GUARDRAIL

TIE TO EXISTING

STA 132+94.61, 28.50' RT

BEGIN 10' CONC. SIDEWALK

TIE TO EXISTING SIDEWALK

WHEELCHAIR RAMP TYPE B

25'R

STA 718+50.00

TYPE 1 ANCHOR

W-BEAM GUARDRAIL

TIE TO EXISTING

TYPE 1 ANCHOR

3'R

R 3'R

3' R

3'R

3' R

5'R

10'

3'R

3' R

73.52' RT

STA 140+73.91

BEGIN GRAVITY WALL

STA 141+38.76, 65.82' RT

END GRAVITY WALL

STA 140+85.47, 60.94' RT

SEE SPECIAL DETAILS SHEETS 38-0002-0007

BEGIN PEDESTRIAN/BICYCLE RAILING

STA 141+28.83, 58.00' RT

SEE SPECIAL DETAILS SHEETS 38-0002-0007

END PEDESTRIAN/BICYCLE RAILING

56.91' RT

STA 140+88.30

54.50' RT

STA 141+25.49

24.00' RT

STA 132+94.61

TIE TO EXISTING CURB & GUTTER

(TYPE 2)

BEGIN 30" CURB & GUTTER

2.95' LT

STA 718+96.26

TIE TO EXISTING CURB & GUTTER

(TYPE 2)

END 30" CURB & GUTTER

STA 133+45.30

BEGIN CONCRETE MEDIAN

END GRASSED MEDIAN

5.79' RT

STA 133+78.19

TIE TO EXISTING CURB & GUTTER

END 30" CURB & GUTTER (TYPE 2)

12.89' LT

STA 133+44.26

TIE TO EXISTING CURB & GUTTER

END 30" CURB & GUTTER (TYPE 2)

14.94' LT

STA 133+59.92

TIE TO EXISTING CURB & GUTTER

END 30" CURB & GUTTE (TYPE 2)

STA 132+94.61, 24.00 RT

BEGING CONCRETE PAVING

WHEELCHAIR RAMP TYPE B

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0015 DRAWING No. 8+00.00MATCH LINE STA. 71

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:49 PM

0002-13

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

S E

N O

T F

O R

C O

N S

T R

U C

C-220 C-221 C-222

C-223

C-2 C-3

C-4 C-5

C-6

C-7

18" 18" 24"

18"

18"18"

18"

200' TAPER

150' TAPER

BELFAST KELLER RD. CONST CL

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 22

DATA SHEETS 20 & 21

EXIST. R/W

CURVE# 1

D.S. 45 mph ed 0.0%

'0.92E

39600.00'R

538.81'L

269.41'T

00°08'40.87"D

(RT)00°46'46.5"¬

914,531.7597E

677,845.5580N

144+07.74PI

CURVE# 1

0 1

S33°54'41.0"E

0 1

18.25 17.72

15" CPP

GATE

' 2

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

10.00' RT

STA 145+98.52

BEGIN TAPER

46.00' RT

STA 146+61.49

BEGIN TAPER

2.00' LT

STA 147+98.51

END TAPER

STA 147+15.10

BEGIN CONCRETE MEDIAN

END GRASSED MEDIAN

STA 141+28.83, 58.00' RT

SEE SPECIAL DETAILS SHEETS 38-0002-0007

END PEDESTRIAN/BICYCLE RAILING

40.50' Lt.

142+69.00

38.50' Lt.

142+79.00

38.50' Lt.

142+90.00

40.50' Lt.

143+00.00

W I

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D R

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:50 PM

0003-13

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

S E

N O

T F

O R

C O

N S

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50.00' RT

21+50.13

50.00' LT

10+98.70

50.00' LT

10+87.87

50.00' RT

10+87.87

50.00' RT

10+98.55

50.00' LT

21+32.41

50.00' LT

21+50.13

50.00' RT

21+32.80

STA 150+10.51

ELA

STA 150+10.51

ELA

STA 21+50.13

LIMITS OF R/W ACQUISTION

STA 10+87.87

LIMITS OF R/W ACQUISTION

C-224 C-225

C-226

C-227

C-229

C-230 C-231

C-8 C-9

C-10

C-12

C-13

C-14 18"

24" CLASS V2

18"

18" 18"

24" CLASS V

18" 18"

WETLAND 2

WETLAND 1

WETLAND 2

250' STORAGE

200' STORAGE

250' STORAGE

200' STORAGE 150' TAPER

BELFAST KELLER RD.

CONST CL

R O

A D

A C

C E

S S

R O

A D

A C

C E

S S

RAYDIENT RICHMOND HILL, LLCRAYDIENT RICHMOND HILL, LLC

RAYDIENT RICHMOND HILL, LLC RAYDIENT RICHMOND HILL, LLC

1 1

DATA SHEET 22 DATA SHEET 22

DATA SHEETS 20 & 21 DATA SHEETS 20 & 21

EXIST. R/W

S33°54'41.0"E

20+00.00 POB

20+00

21+00

12+50.00 POE

11+00

12+00

15" CPP

14.73 14.68

18" RCP

IE: 13.89 IE: 13.95

18" RCP

IE: 13.27IE: 13.44

4'R

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

STA 151+48.51

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN GRASSED MEDIAN

31.00' LT

STA 10+97.87

(TYPE 2)

END 30" CURB & GUTTER

19.00' RT

STA 10+97.87

(TYPE 2)

BEGIN 30" CURB & GUTTER

22.00' LT

STA 21+40.12

(TYPE 2)

END 30" CURB & GUTTER

14.00' LT

STA 21+40.12

(TYPE 2)

BEGIN 30" CURB & GUTTER

20+00.00

ROAD ACCESS 2

STA 12+50.00

ROAD ACCESS 1

STA 151+00.51

BELFAST KELLER

INTERSECTION

58.00' RT

STA 148+11.51

END TAPER

34.00' LT

STA 149+62.25

BEGIN TAPER

50.70' LT

STA 150+29.78

END TAPER

62.75' RT

STA 151+71.24

BEGIN TAPER

46.00' RT

STA 152+34.63

END TAPER

2.00' RT

STA 153+52.51

BEGIN TAPER

WHEELCHAIR RAMP TYPE B WHEELCHAIR RAMP TYPE B

WHEELCHAIR RAMP TYPE B

STRIPS (TYP)

DETECTABLE WARNING

90°

14.01

STA 163+49.59, 58.87' LT

BEGIN 8' CONC. SIDEWALK

STRIPS (TYP)

DETECTABLE WARNING

STA 150+55.24, 74.44' LT

BEGIN 8' CONC. SIDEWALK

4' R 5

4' R

5' R

60'

60' R

STA 150+48.51

END 30" CURB & GUTTER (TYPE 2)

END CONCRETE MEDIAN

EP 17.75

EP 17.18 EP 16.93

EP 17.51

EP 17.15

EP 17.40

EP 17.75

EP 17.66

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

0004-13

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

S E

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REMOVED

RCPE TO BE

EXISTING CMP AND

INSTALL NEW 42" RCP (4)

C-15

C-16

C-17 C-18 C-19 C-21A

C-21B

C-232 C-234

C-233

C-235A

C-236 C-237

C-40

C-41

18"18"18"

C-238

18" 18"

18"18" 1

C-235B

WETLAND 3

WETLAND 4

WETLAND 5

WETLAND 6

200' TAPER200' TAPER

200' TAPER

150' TAPER

BELFAST KELLER RD. CONST CL

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 22

DATA SHEETS 20 & 21

EXIST. R/W

EXIST. R/W EXIST. R/W

S33°54'41.0"E

D P

C M

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

2.00' RT

STA 153+52.51

BEGIN TAPER

46.00' LT

STA 154+39.51

BEGIN TAPER

10.00' LT

STA 155+02.51

BEGIN TAPER

34.00' LT

STA 156+39.51

END TAPER

10.00' RT

STA 157+97.99

BEGIN TAPER

46.00' RT

STA 158+47.53

BEGIN TAPER

58.00' RT

STA 159+97.53

END TAPER

2.00' LT

STA 159+97.99

END TAPER

STA 154+15.11

BEGIN GRASSED MEDIAN

END CONCRETE MEDIAN

STA 159+14.59

BEGIN CONCRETE MEDIAN

END GRASSED MEDIAN

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

0005-13

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

S E

N O

T F

O R

C O

N S

T R

U C

STA 41+00.00

LIMITS OF R/W ACQUISTION

C J B

W W

E X T

U G P

O W

E R

E X T

U G P

O W

E R

EXT. OH POWER

C-23 C-24

C-25

C-26

C-27

C-28

C-29

C-30 C-31

C-32

C-239 C-241

C-242

C-243 C-47

C-48

C-49 18"

18"

24" CLASS V

24"24"

24"

18"18"

18"

C-69

C-70

WETLAND 6

250' STORAGE

200' STORAGE

G R E

E E

C H E E

A R

K W

A Y

BELFAST KELLER RD. BELFAST KELLER RD.CONST CL

CONST CL

R O

C E S S

RAYDIENT RICHMOND HILL, LLC

AMENITY BUILDING

SJC PROPERTIES, INC

4 4

DATA SHEET 22 DATA SHEET 22

DATA SHEET 23

EXIST. R/W

E X I S

CITY OF RICHMOND HILL

DATA SHEET 21

S33°54'41.0"E

40+00

41+00

S33°54'41.0"E

33+56.29 POE

32+00

33+00

D M

S T

H R

T 1.

H R

T 1.

W .E

THROAT: 13.85

RIM: 17.99

SDMH

IE: 16.22

R C P E

(3 "X

42" RCP

IE: 6.50

BOTTOM: 5.84

RIM: 14.43

SDMH

IE: 6.40 (PIPE NOT VISIBLE)

RCP

(3) 24" CMP IE: 13.01

IE: 13.04

IE: 12.89IE: ?

IE: 13.02

IE: 13.32

U C

W.E. 13.7

U C

24" RCP

RECLAIMED WATER/IRRIGATION LINE

18" HDPE

24" RCP

RECLAIMED WATER/IRRIGATION LINE

18" HDPE

EXPOSED 2" PIPE W/ VALVEEXPOSED 2" PIPE W/ VALVE

I.E. 13.70I.E. 13.70

I.E. 13.83I.E. 13.83

I.E. 14.26I.E. 14.26

I.E. 14.61I.E. 14.61

HARGRAY TELECOMM. 3'x2' VAULTHARGRAY TELECOMM. 3'x2' VAULT

DIRECTION ONLYDIRECTION ONLY

I.E. (SE) 10.67

I.E. (SW) 10.71

FR. 16.23

SDMH

I.E. (BOX) 10.45

I.E. (SW) 11.23

FR. 16.23

SSMH

I.E. (SE) 10.67

I.E. (SW) 10.71

FR. 16.23

SDMH

I.E. (BOX) 10.45

I.E. (SW) 11.23

FR. 16.23

SSMH

ROAD WORK SIGNROAD WORK SIGN

I.E. (SE) 11.21

FR. 16.43

SSMH

I.E. (SE) 11.21

FR. 16.43

SSMH

STOP SIGNSTOP SIGN

I.E. (SE) 11.79

I.E. (NW) 11.85

FR. 17.76

CIMH

I.E. (SE) 11.79

I.E. (NW) 11.85

FR. 17.76

CIMH

I.E. (NW) 11.94

FR. 17.79

CIMH

I.E. (NW) 11.94

FR. 17.79

CIMH

60' R

2' R

2'R

3' R

2' R

3'R

3' R

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

STA 162+52.94

END 30" CURB & GUTTER (TYPE 2)

END CONCRETE MEDIAN

STA 163+33.56

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN CONCRETE MEDIAN

28.10' LT

STA 31+90.13

(TYPE 2)

END 30" CURB & GUTTER

STA 31+85.26, 12.81' RT

END 30" CURB & GUTTER (TYPE 2)

STA 41+20.43, 27.21' LT

END 30" CURB & GUTTER (TYPE 2)

TIE TO EXISTING EDGE OF PAVEMENT

STA 41+20.43, 15.19' RT

BEGIN 30" CURB & GUTTER (TYPE 2)

TIE TO EXISTING EDGE OF PAVEMENT

STA 40+00.00

GREAT OGEECHEE PARKWAY

STA 162+98.97

BELFAST KELLER

INTERSECTION

STA 33+22.49

ROAD 3

STA 162+97.42

BELFAST KELLER

INTERSECTION

34.00' LT

STA 161+62.02

BEGIN TAPER

48.46' LT

STA 162+22.29

END TAPER

STA 163+63.06, 59.41' RT

BEGIN TAPER

42.75' RT

STA 164+22.76

END TAPER

7.01' RT

STA 165+36.30

BEGIN TAPER

WHEELCHAIR RAMP TYPE B

STA 31+78.48, 16.79' RT

BEGIN 8' CONC. SIDEWALK

TIE TO EXISTING 6' CONC. SIDEWALK

STA 163+56.65, 64.59' RT

END 8' CONC. SIDEWALK

STA 163+49.59, 58.87' LT

BEGIN 8' CONC. SIDEWALK

STA 41+18.08, 22.53' LT

END 8' CONC. SIDEWALK

TIE TO EXISTING SIDEWALK

TYPE 7 FACE

6" CONC. MEDIAN

TYPE 7 FACE

6" CONC. MEDIAN

TYPE 7 FACE

6" CONC. MEDIAN

TYPE 7 FACE

6" CONC. MEDIAN

STRIPS (TYP)

DETECTABLE WARNING

91°3'57.22"

91°9'37.15"

STA 162+27.29, 57.08' LT

END 5' CONC. SIDEWALK

DETECTABLE WARNING STRIPS (TYP)

STRIPS (TYP)

DETECTABLE WARNING

60' R

12.74' RT

STA 31+71.22

18" CURB & GUTTER

TIE TO EXISTING

EP 16.69

EP 16.94

EP 16.92 EP 17.24

EP 17.12

EP 17.42

EP 17.06

EP 17.37

D R

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0016 DRAWING No. 1+50.00MATCH LINE STA. 3

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:51 PM

0006-13

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

S E

N O

T F

O R

C O

N S

T R

U C

WC-33 C-34

C-35 C-36

C-50

C-152C

C-152A

C-53 C-52B

C-55

C-56

C-57

C-58

18"

24"

18" 18"

18"

18" 18"

18"

C-52A

C-151A

C-59BC-59B

WETLAND 7

200' STORAGE200' TAPER

100' TAPER

O U T F I T T E

R S

V E

172' STORAGE

50' TAPER

BELFAST KELLER RD. CONST CL

OUTFITTERS BUILDING 5

RAYDIENT RICHMOND HILL, LLC

SJC PROPERTIES, INC 8

DATA SHEET 22

DATA SHEET 24

DATA SHEET 23

DATA SHEET 25

EXIST. R/W

E X I S

EXIST. R/W

E X I S

51+20.00POE

50+00

51+00

S33°54'41.0"E

S T O

R A

E A

IE: 16.44 IE: 16.71

IE: 16.26 IE: 16.38

15" RCP

24" RCP 3

4'R

3'R

3' R

44'

' 8

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

STA 169+75.80

END 30" CURB & GUTTER (TYPE 2)

END GRASSED MEDIAN

STA 169+94.44

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN GRASSED MEDIAN

12.25' RT

STA 50+65.64

(TYPE 2)

END 30" CURB & GUTTER

12.93' LT

STA 50+59.83

(TYPE 2)

END 30" CURB & GUTTER

10.58 RT

STA 50+75.46

TIE TO EXISTING 18" CURB & GUTTER11.47' LT

STA 50+69.64

TIE TO EXISTING 18" CURB & GUTTER

STA 50+00.00

OUTFITTERS PARK DRIVE

STA 170+04.15

BELFAST KELLER

INTERSECTION

10.00' LT

STA 166+88.91

END TAPER

10.00' RT

STA 167+50.00

BEGIN TAPER

34.00' RT

STA 166+61.72

END TAPER

46.00' LT

STA 166+36.52

BEGIN TAPER

2.00' LT

STA 168+00.00

END TAPER

34.00' LT

STA 168+36.52

END TAPER

90°42'41.71"STA 167+78.87

BEGIN CONCRETE MEDIAN

END GRASSED MEDIAN

STA 166+33.07

BEGIN GRASSED MEDIAN

END CONCRETE MEDIAN

EP 19.77

EP 19.75

EP 21.05

EP 20.71

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:51 PM

0007-13

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

S E

N O

T F

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C O

N S

T R

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C-37A C-38 C-39

C-40B

C-37B C-40A

C-60

18"

18" 18"

18"

C-61B

C-61C

C-59A

WETLAND 7

150' TAPER

BELFAST KELLER RD. CONST CL

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 24

DATA SHEET 25

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

EXIST. R/W

S33°54'41.0"E

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

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DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:52 PM

0008-13

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

S E

N O

T F

O R

C O

N S

T R

U C

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"

D-101D-100 18"

18"

C-61A

D-5

BELFAST KELLER RD.

BELFAST KELLER RD. CONST CL

H E

A R T

W O

V E

N U E

H E

A R T

W O

N U

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

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

DATA SHEET 26

S34°37'22.7"E

0 1

S33°54'41.0"E

N E

63+88.83 POE

63+00

70+00.00 POB

70+00

71+00

IE: 18.16 IE: 18.12

18" 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

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

I.E. (W) 10.75

I.E. (NE) 10.84

FR. 21.74

SSMH

110'

90'

3' R

108' R

77' R

77' R 3

3' R

128'R

128'

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

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'

59.3'

STA 175+36.51

CONCRETE MEDIAN

MEDIAN/BEGIN

END GRASSED

STA 180+56.80

GRASS MEDIAN

MEDIAN/BEGIN

END CONCRETE

W I

A T

D R

A W

N o

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:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:52 PM

0009-13

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

S E

N O

T F

O R

C O

N S

T R

U C

G S

E T

B A

C K

15'

D-6 D-7 D-8A

D-9

D-32 D-33

D-34

D-35

D-36 18" 18"

18" 18"

18"

D-8B

150' TAPER

100' TAPER

BELFAST KELLER RD. CONST CL

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 28

EXIST. R/W EXIST. R/W

EXIST. R/W

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 26

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 27

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 25

S34°37'22.7"E

IE: 17.75 IE: 17.51

15" RCP

IE: 17.89 IE: 17.34

18" RCP

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

34.00' RT

STA 185+20.14

BEGIN TAPER

10.00' RT

STA 185+32.14

BEGIN TAPER

STA 185+90.33

BEGIN CONCRETE MEDIAN

END GRASSED MEDIAN

D R

A W

I N

G N o

M A

T C

H L

I N

E S

T A

D R

A W

I N

G N o

M A

T C

H L

I N

E S

T A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:53 PM

0010-13

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

S E

N O

T F

O R

C O

N S

T R

U C

M O

N U

M E N T

S T O

R Y

T Y P E

14 GATE

WATER MAIN EASEMENT

INV. 16.27

GA STD 1035

INV. 16.64

GA STD 1120

PIPE ELEVATION

TIE TO EXISTING

INV (APPROX) 15.90

GA STD 1035

PIPE ELEVATION

TIE TO EXISTING

INV (APPROX) 15.14

GA STD 1035

STA 80+42.79

LIMITS OF R/W ACQUISTION

EXIST. R/W

D-10A D-11

D-16 D-17

D-37

D-38

D-39

D-40

D-41

D-42

D-10B

24"

18"

18" 18" 18"

18" 18"

D-13

D-12

D-14 D-1524" 24" Class V

24"

D-141

D-136

200' STORAGE

150' TAPER

100' TAPER 250' STORAGE

200' STORAGE

250' STORAGE

BELFAST KELLER RD.

CONST CL

R O

A D

A C

C E

S S

O A

D A

C C

E S

RAYDIENT RICHMOND HILL, LLC

RAYDIENT RICHMOND HILL, LLC RAYDIENT RICHMOND HILL, LLC

RAYDIENT RICHMOND HILL, LLC

12 1

DATA SHEET 28

DATA SHEET 28 DATA SHEET 20 & 21

EXIST. R/W EXIST. R/W

EXIST. R/W

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 26

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 27

81+60.00POE

80+00

81+00

S34°10'34.5"E

N '2

90+00.00 POB

91+60.00 POE

90+00

91+00

24" RCP

6' CHAIN LINK FENCE

I.E. 16.27

LYING ON GROUND

1" PVC IRRIGATION LINE

LYING ON GROUND

1" PVC IRRIGATION LINE

50'

4'R

4'R3' R

3'R

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

STA 188+86.14

END 30" CURB & GUTTER (TYPE 2)

END CONCRETE MEDIAN

STA 189+78.14

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN CONCRETE MEDIAN

STA 80+64.00, 18.49' RT

BEGIN 8' CONC. SIDEWALK

STA 90+77.53, 14.02' LT

END 30" CURB & GUTTER (TYPE 2)

STA 90+77.53, 15.94' RT

BEGIN 30" CURB & GUTTER (TYPE 2)

STA 80+64.00, 12.00' LT

END 30" CURB & GUTTER (TYPE 2)

STA 80+64.00, 12.00' RT

BEGIN 30" CURB & GUTTER (TYPE 2)

STA 90+00.00

ROAD ACCESS 7

STA 81+60.00

ROAD ACCESS 6

STA 189+32.16

BELFAST KELLER

INTERSECTION

46.00' RT

STA 186+70.14

END TAPER

2.00' LT

STA 186+82.14

END TAPER

46.00' LT

STA 191+90.92

BEGIN TAPER

2.00' RT

STA 191+82.14

BEGIN TAPER

90°0'0"

2'R

2' R

3' R

2' R

2'R

3' R 3' R

2'R

2' R

EP 19.97

EP 20.01

EP 20.77

EP 20.40

EP 20.67

EP 20.51

EP 19.78

D R

A W

N o

A T

C H

L I N

E S

T A

D R

A W

N o

A T

C H

L I N

E S

T A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:54 PM

0011-13

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

S E

N O

T F

O R

C O

N S

T R

U C

WATER MAIN EASEMENT

PIPE ELEVATION

TIE TO EXISTING

INV (APPROX) 14.46

GA STD 1035

INV. 13.56

GA STD 1120 EXISTING EASEMENT FOR CONSTRUCTION

& MAINTENANCE OF SLOPES

D-18

D-19A D-20

D-21

D-22

D-43

D-44C D-45 D-46 D-47

D-44B

24"

18"

18" 18"

18"

D-19B

WETLAND 8

250' STORAGE200' TAPER

150' TAPER

100' TAPER

BELFAST KELLER RD. CONST CL

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 20 & 21

DATA SHEET 28

EXIST. R/W

DATA SHEET 28

CURVE# 2

D.S. 45 mph ed 0.0%

'3.90E

14600.00'R

674.52'L

337.32'T

00°23'32.77"D

(LT)02°38'49.4"¬

917,393.1351E

673,614.1183N

196+16.27PI

CURVE# 2

S34°10'34.5"E

IE: 12.85 IE: 13.04

IE: 12.88IE: 13.05

18" RCP

6' CHAIN LINK FENCE

I.E. 13.33 (FULL OF MUD)

TYPE 2 (TYP.)

30" CURB & GUTTER

TYPE 2 (TYP.)

30" CURB & GUTTER

34.00' LT

STA 193+40.17

END TAPER

10.00' LT

STA 193+33.08

END TAPER

10.00' RT

STA 193+66.97

BEGIN TAPER

2.00' LT

STA 195+66.84

END TAPER

STA 192+74.54

BEGIN GRASSED MEDIAN

END CONCRETE MEDIAN

STA 194+83.49

BEGIN CONCRETE MEDIAN

END GRASSED MEDIAN

W I

M A

D R

A W

N o

A T

C H

L I N

E S

T A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

0012-13

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

S E

N O

T F

O R

C O

N S

T R

U C

EXISTING EASEMENT FOR CONSTRUCTION

& MAINTENANCE OF SLOPES

EXISTING EASEMENT FOR CONSTRUCTION

& MAINTENANCE OF SLOPES

STA 96+15.10

LIMITS OF R/W ACQUISTION

STA 201+00.00

BELFAST KELLER ROAD

END R/W ACQUISTION

D-23

D-24

D-25 D-26

D-27

D-28

24" CLASS V

D-48

D-49

D-50

D-51

D-52

D-53

D-54 D-55 D-56

D-57

D-58

18"

24" CLASS V

18" 18" 18"

18"

WETLAND 8

WETLAND 9

WETLAND 11

250' STORAGE

BELFAST KELLER RD. CONST CL

D E

N D

V E

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 20 & 21

EXIST. R/W

RAYDIENT RICHMOND HILL, LLC

DATA SHEET 28

CURVE# 2

CURVE# 3

96+26.87 PC

97+11.47

96+69.

95+00

96+00

S36°49'23.9"E

IE: 13.04

IE: 12.88

50'

3' R

R3'R

TYPE 2 (TYP.)

30" CURB & GUTTER

STA 198+48.76

END 30" CURB & GUTTER (TYPE 2)

END CONCRETE MEDIAN

STA 198+66.97

BEGIN 30" CURB & GUTTER (TYPE 2)

BEGIN GRASSED MEDIAN

STA 95+98.85, 18.50' RT

BEGIN 8' CONC. SIDEWALK

STA 95+81.62, 11.00' LT

END 30" CURB & GUTTER (TYPE 2)

STA 95+98.80, 11.00' RT

BEGIN 30" CURB & GUTTER (TYPE 2)

STA 95+00.00

DENDRON DRIVE

STA 198+86.10

BELFAST KELLER

INTERSECTION

46.00' LT

STA 201+44.06

BEGIN TAPER

87°35'4.52"

3' R

2'R

2' R

2'R

EP 16.02

EP 17.16

EP 16.72

D R

A W

N o

M A

D R

A W

N o

A T

C H

L I N

E S

T A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

0013-13

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

S E

N O

T F

O R

C O

N S

T R

U C

WOODS LINE

EXISTING EASEMENT FOR CONSTRUCTION

& MAINTENANCE OF SLOPES

EXISTING EASEMENT FOR CONSTRUCTION

& MAINTENANCE OF SLOPES

D-59

18"

WETLAND 11

WETLAND 9

WETLAND 10

BELFAST KELLER RD. CONST CL

BRYAN COUNTY BOARD OF EDUCATION

RAYDIENT RICHMOND HILL, LLC

EXIST. R/W

EXIST. R/WEXIST. R/W

EXIST. R/W

CURVE# 3

D.S. 45 mph ed 0.0%

'3.90E

14600.00'R

675.24'L

337.68'T

00°23'32.77"D

(RT)02°38'59.6"¬

917,902.8625E

672,933.3292N

204+66.62PI

CURVE# 3

D P

S T

M 8

S T

R C

W .E

IE: 11.16

IE: 11.32

R C P

STA 203+00.00, 34.00' LT

END 30" CURB & GUTTER (TYPE 2)

STA 203+00.00, 34.00' RT

END 30" CURB & GUTTER (TYPE 2)

STA 203+00.00, 40.50' RT

TIE 5' CONC. SIDEWALK TO EXISTING

STA 203+00.00, 34.00' LT

TIE 8' CONC. SIDEWALK TO EXISTING

STA 206+42.14

END CONSTRUCTION

END PROJECT

END TAPER

STA 202+93.72

34.00' LT

STA 206+42.14, 10.00' LT

TIE TO EXISTING

END 30" CURB & GUTTER (TYPE 2)

STA 206+42.14, 10.00' RT

TIE TO EXISTING

END 30" CURB & GUTTER (TYPE 2)

W I

M A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:55 PM

0014-13

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

S E

N O

T F

O R

C O

N S

T R

U C

716+50.00

BLA

18"

NB EXIT - RAMP C

R A

Y D I E

C H

M O

L L

RAYDIENT RICHMOND HILL, LLC

DATA SHEETS 20 & 21

EXIST. R/W

P T

E C

A R

G R

L E

C O

M M

B O

.5 'x

C E

N T

L E

C O

M M

B O

R O

U N

D A

B O

E A

W R

Y W

R O

W H E E L C H A I R

R A

M P

T Y P E

R T

S T A

E N D

P A V E D

S H O U L D E R

B E G I N

C U R B

G U T T E R

T Y P E

S T A

R T

B E G I N

C O N C

S I D E

W A L K

STA 716+50.00, 26.85' RT

BEGIN 10' PAVED SHOULDER

TIE TO EXISTING

BEGIN CONCRETE PAVING

W I

M A

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

11/05/2020

REVISION DATES

10/15/2024 arce.r

GPLOT-ORD

7:31:55 PM

0015-13

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

S E

N O

T F

O R

C O

N S

T R

U C

A L O

F F

E B

STA 30+18.89

LIMITS OF R/W ACQUISTION

ROAD ACCESS 3ROAD ACCESS 3

S J

R O P E

R T I E S

N C

D A T

H E E T

SJC PROPERTIES, INC

DATA SHEET 23

N54°55'41.9"E

A T

D E

S T

A L

W A

D E

S T

A L

'x .5

V A

N T

'x .5

V A

N T

E C

L Y

E C

L Y

T A

N K

T A

N K

I.E S

F R

S D

M H

I.E S

F R

S D

M H

U N

N U

N F

I.E N

F R

I.E N

F R

L T

S T A

T Y P E

E N D

C U R B

G U T T E R

S T A

R T

E N D

C U R B

G U T T E R

T Y P E

S T A

R T

B E G I…

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

File details come from the government source that posted it. Updated Oct 21, 2024.