27691_0068 Brisbon Road Rehab and Sidewalk _ .pdf

\\thomas-hutton.local\dfs\Projects\27691\27691.0068\Documents\Construction\Bid\Addenda\Addendum 2 Addendum # 3

August 23, 2024

BRISBON ROAD REHAB AND SIDEWALK

PREPARED FOR:

BRYAN COUNTY BOARD OF COMMISSIONERS

T&H PROJECT NO.

J–27691.0068

ADDENDUM NO. 3 August 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 – QUESTIONS AND CLARIFICATIONS:

A. QUESTIONS:

1- Please clarify what type of structure 1-B2 is to be. It was originally labeled as a GDOT D-4 on the plan sheet and the drainage structure table. It is now shown as a 1035 Yard Inlet on the drawing but remains labeled as a D-4 on the drainage structure table.

Answer: Table has been updated

2- There is no bid item for the 24” RCP located at Sta 144+00 LT.

Answer: Item has been added.

3- Where is the Class V 18” RCP to be used? I do not see any noted on the plans.

Answer: Notes added to 13 series to clarify location.

4- There is no Structure 5-S2 on the drainage table. Is this a standard 24” FES (Sta 144+00) or a SES?

Answer: Table has been updated.

5- Structure 7D is labeled a 1019A of the drainage structure table but is drawn as a FES on the plans.

Answer: Table has been updated.

6- Is the existing side drain pipe at +/- Sta 102+50 RT to remain or be removed? Its shown as existing but no notes.

Answer: Existing pipe to be removed.

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August 22, 2024

7- Is the existing side drain pipe at Sta +/- 116+00 RT to remain or be removed? Same as above.

Answer: Existing pipe to be removed.

8- The Water MH’s located at Sta +/- 116+88 RT and Sta +/- 108+90 RT appear to be located in the proposed paved area. Could you please add a pay item for adjusting them to finished grade?

Answer: Pay item added.

9- The Water Valve Box locate at Sta +/- 119+25 RT also appear to be located in the proposed paved area. Could you please add a pay item for adjusting them to finished grade?

Answer: Pay item added.

10- The Water Valves & Blowoffs at +/- Sta 133+00 & 134+00 appear to be in conflict with the proposed grading.

Answer: Reviewed grading at stations referenced left and the water valves appear to be outside of the limits of construction.

11- There are several areas on the cross sections that appear to have an excess of over 1’ of asphalt leveling ie Sta 105+50 to 106+00, 108+82 to name a few. What asphalt mix do you propose to use in these deep areas for leveling?

Answer: Reviewed grading and revised an error where the surveyed surface did not pick up the existing edge of pavement in some areas which caused leveling quantity to appear larger.

12- Answer to previous question #7 says “except those specifically noted.” There are no notes on the individual construction plans indicating which driveways are not to be demolished and reconstructed.

Answer: All driveways are to be reconstructed to the limits of the proposed driveway pavement shown on the plans.

13- I’m only seeing 21 EA 18” FES now and no 18” SES shown on the plans. Also I have not got around to checking the quantity on the revised plans but the previous set had picked up

/ included the sidewalk across the driveways in the sidewalk qty. That made the sidewalk qty in the bid schedule overrun the actual qty and the driveway qty was short

Answer: Drainage table has been revised. Bid form has been revised.

14- With this project being set up with GDOT pay items there really needs to be a pay item for

Class B Conc Pvmt Widening. Also it is still not clear on the existing side drain pipes removal or can they be filled with flowable fill? Also we still need a pay item for Aggregate Surf Crs at the concrete drives and the Brisbon Road storm crossing.

Answer: Class B Conc. Pvmt. Widening item added. Aggr. Surface Course item added.

Pipes to be removed have been noted.

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August 22, 2024

15- Also, we really need bid items for the Class B Widening and temporary Aggregate Surface

Course for the driveways. I understand that the stone isn't necessary for permanent driveway replacement, but we're going to need it for the residents between the time of tearing out the existing driveway and putting back the new. Your consideration on this items is greatly appreciated.

Answer: Class B Conc. Pvmt. Widening item added. Aggr. Surface Course item added.

PART II – CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS:

The Proposal Documents shall be changed in the following respects:

SECTION 00313 – BID FORM

1. Section 00021 has been revised to change the bid opening date and date of final addendum.

2. Delete and replace with the attached Section 00021 – “Invitation to Bid”.

3. Section 00313 has been revised to include new pay items.

4. Delete and replace with the attached Section 00313 – “Bid Form”.

5. Bidders must use the enclosed form. NO OTHER FORM SHALL BE ACCEPTED.

PART III – DRAWINGS:

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

THOMAS & HUTTON

Doyle Kelley, PE

Project Manager

End of ADDENDUM NO. 2

Doyle Kelley, PE

Doyle D. Kelley, Jr., P.E.

00021–1 z:\27691\27691.0068\Documents\Construction\Bid\Specifications\00021 – Invitation to Bid.doc

DOCUMENT 00021

INVITATION TO BID

Legal Notice

1. Sealed proposals for Brisbon Road Rehab and Sidewalk owned by Bryan County Board of

Commissioners will be received by Bryan County Engineering Department at 66 Captain

Matthew Freeman Drive, Richmond Hill, GA 31324 until 2:00 PM on August 29th, 2024, at which time they will be publicly opened.

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

Brisbon Road Rehab and Sidewalk

This project consists of improvements to the Brisbon corridor in Byran County, Georgia. The work includes roadway rehabilitation (full depth reclamation and pavement) and installation of a 5’ sidewalk on one side of the roadway. Signage and striping will be updated and conduit for lighting will be installed along the corridor.

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

$50.00 (half size) or $100.00 (full size) plus a pdf copy. The contractor may request a PDF copy only upon payment of $25.00. The payment is non–refundable. Contact Karen Smulski 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 pre–bid conference will not be held. All questions shall be submitted in writing to the

Engineer by Tuesday, August 13th, 2024, at 5 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 Friday, August 23rd, 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\27691.0068\Documents\Construction\Bid\Specifications \00313 – Bid Form.DOC

DOCUMENT 00313

BID FORM

PROJECT IDENTIFICATION: BRISBON ROAD REHAB AND SIDEWALK

CONTRACT IDENTIFICATION

AND NUMBER: J –27691.0068

THIS BID IS SUBMITTED TO: Thomas & Hutton

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 July 23, 2024

2 August 20, 2024

3 August 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 as to all federal, state, and local Laws and

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

Work.

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

00313 – 2

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

BRISBON ROAD REHAB AND SIDEWALK

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 28 ac $ –

163-0240 Mulch 250 tn $ –

163-0301 Construct and Remove Construction

Exits 2 ea $ –

163-0528 Construct and Remove Fabric Check

Dam- Type C Silt Fence 858 lf $ –

163-0550 Construct and Remove Inlet Sediment

Trap 29 ea $ –

165-0010 Maintenance of Temporary Silt Fence, Type A 11,670 lf $ –

165-0030 Maintenance of Temporary Silt Fence, Type C 860 lf $ –

165-0041 Maintenance of Check Dams - All Types 1 lf $ –

165-0101 Maintenance of Construction Exits 2 ea $ –

165-0105 Maintenance of Inlet Sediment Traps 29 ea $ –

167-1000 Water Quality Monitoring and Sampling 8 ea $ –

167-1500 Water Quality Inspections 9 mo $ –

171-0010 Temporary Silt Fence, Type A 11,670 lf $ –

171-0030 Temporary Silt Fence, Type C 860 lf $ –

207-0203 Found Bkfill Matl, Tp 2 360 cy $ –

210-0100 Grading Complete 1 ls $ –

310-5060 Gr Aggr Base Crs, 6 Inch, Incl Material 1,200 sy $ –

310-5080 Gr Aggr Base Crs, 8 Inch, Incl Material 1,600 sy $ –

315-1000 Portland Cement 400 tn $ –

315-1080 Cement Stabilized Reclaimed base course 8 In, Incl Material 14,800 sy $ –

318-3000 Aggr. Surface Course 670 tn

402-1812 Recycled Asph Conc Leveling, Inc

Bitum Matl & H Lime 1,900 tn $ –

402-3130

Recycled Asph Conc 12.5 mm

Superpave, GP 2 Only, Incl Bitum Matl &

H Lime (1.5")

1,800 tn $ –

402-3190

Recycled Asph Conc 19 mm

Superpave, GP 1 or 2, Incl Bitum Matl &

H Lime (2")

2,400 tn $ –

413-0750 Tack Coat 1,800 gl $ –

429-1000 Rumble Strips 6.00 ea $ –

432-5010 Mill Asph Conc Pvmt, Variable Depth 200 sy $ –

441-0016 Driveway Concrete, 6 In Tk 700 sy $ –

00313 – 4

BRISBON ROAD REHAB AND SIDEWALK

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

441-0104 Conc Sidewalk, 4 In 3,500 sy $ –

441-6222 Conc Curb & Gutter 8"x30, TP2 5,400 lf $ –

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

Width 6,100 lf $ –

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

550-3618 Safety End Section 18 In, Side Drain, 6:1

Slope 2 ea $ –

550-3324 Safety End Section 24 In, Storm Drain, 4:1

Slope 5 ea $ –

550-3524 Safety End Section 24 In, Storm Drain, 6:1

Slope 2 ea $ –

550-4118 Flared End Section 18 In Side Drain 36 ea $ –

550-4218 Flared End Section 18 In Storm Drain 10 ea $ –

550-5180 Storm Drain Pipe, 18 In, Class III 1,750 lf $ –

550-5183 Storm Drain Pipe, 18 In, Class V 250 lf $ –

550-5240 Storm Drain Pipe 24 In, Class III 8 lf $ –

603-2181 Stn Dumped Rip Rap, TP3, 18 In 230 sy $ –

603-7000 Plastic Filter Fabric 230 sy $ –

611-8050 Adjust Manhole to Grade 2 ea $ –

611-8140 Adjust Water Valve Box to Grade 1 ea $ –

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

30 sf $ –

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

210 sf $ –

636-2070 Galv Steel Posts, TP7 330 lf $ –

636-2080 Galv Steel Posts, TP8 25 lf $ –

636-2090 Galv Steel Posts, TP9 70 lf $ –

643-8200 Barrier Fence (Orange), 4 FT. 270 lf $ –

653-1501 Thermoplastic Solid Traf Stripe, 5 In, White 13,300 lf $ –

653-1502 Thermoplastic Solid Traf Stripe, 5 In, Yellow 6,000 lf $ –

653-1704 Thermoplastic Solid Traf Stripe, 24 In, White 150 lf $ –

653-1804 Thermoplastic Solid Traf Stripe, 8 In, White 880 lf $ –

653-3502 Thermoplastic Skip Traf Stripe, 5 In, Yellow 5,500 lf $ –

654-1001 Raised Pavement Markers, TP 1 300 ea $ –

668-2100 Drop Inlet, GP 1 15 ea $ –

668-4300 Storm Sewer Manhole, TP 1 1 ea $ –

668-7018 Drain Inlet, 18 IN 4 ea

700-6910 Permanent Grassing 10.00 ac

00313 – 5

BRISBON ROAD REHAB AND SIDEWALK

ITEM DESCRIPTION

QUANTITY COST

UNITS MEASURE

PER

UNIT

TOTAL COST

700-7000 Agricultural Lime 42.00 tn

700-8000 Fertilizer Mixed Grade 13.00 tn

700-8100 Fertilizer Nitrogen Content 500 lb

TOTAL PROJECT $

TOTAL BID:

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 will be substantially complete within 240 calendar days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the

General Conditions and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 270 calendar days after the date when the Contract Times commence to run.

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.

9. Communications concerning this Bid shall be addressed to:

Doyle D. Kelley, P.E.

Thomas & Hutton

50 Park of Commerce Way

Savannah, GA 31405

(912)721–4160

Kelley.d@tandh.com

00313 – 6

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.

GADOT

LOWNDES

F

A

B

C

D

E

F

G

H

I

J

K

L

M

N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

RECYCLED ASPH. CONC 19 MM SUPER PAVE,GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 1-4"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 165 LB/SY

REQUIRED PAVEMENT

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #1

STA. 158+40.06 to STA. 159+83.61

STA. 119+38.98 to STA. 133+63.40

STA.110+18.16 to STA. 118+15.16

STA. 103+66.90 to STA. 109+62.48

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

TURN LANES ALSO APPLY TO OPPOSITE-HAND SECTIONS. SEE

TYPICAL SECTIONS ILLUSTRATING SUPERELEVATION AND 1.

NOTES:

Existing LaneExisting Lane 2:

MAX

4:1

6%2%

4:1

DES.

Profile Grade

2% 2%

12'-0" 11'-0"

Travel Lane Travel Lane

11'-0" 8'-0" 10'-0"

2'-0" 2'-0"

TANGENT SECTION

CL

2:1 MAX

5'-0"

Sidewalk

B

K

D

N

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

5'-0"

2'-0"

2:1

MAX.

AND MAX

2% TYP

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

gplotborder-ORD-PO.tbl

2769168_05.dgn

4:06:57 PM

GPLN-CE

0001-05

BRISBON ROAD REHAB

AND SIDEWALK

TYPICAL SECTIONS

www.thomasandhutton.com

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

IO

N

A

B

C

D

E

F

G

H

I

J

K

L

M

N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

RECYCLED ASPH. CONC 19 MM SUPER PAVE,GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2-6"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 165 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

2% MAX

1% TYP

4:1

DES.

9'-0" TO 12'-0"

VARIES

2'-6"0'-0"

2'-0" TO

F

5'-0"

Sidewalk

2'-6"

2:1

MAX.

Existing LaneExisting Lane

4:1 DES.

6%

Profile Grade

2% 2%

11'-0"

Travel Lane Travel Lane

11'-0" 8'-0"

2'-6"

TANGENT SECTION

CL

B

D

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #2

STA. 134+00.00 to STA. 158+40.05

K

N

5'-5"

2:1 MAX.

2:

MAX.4:

DE

S.

G

VARIES

4:1 DES.2:1 MAX.

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

G

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

4:06:57 PM

0002-05

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

C

D

E

F

G

H

I

J

K

L

M

N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

RECYCLED ASPH. CONC 19 MM SUPER PAVE,GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2-6"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 165 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

6%

Profile Grade

Travel Lane

11'-0" 8'-0" 10'-0"

2'-0"

TANGENT SECTION B

K

D

N

2%

CL

Existing Lane

2% MAX

1% TYP

4:1

DES.

11'-6"

2'-6"2'-0"5'-0"

Sidewalk

2'-6"

2:1

MAX.

Existing Lane

11'-0"

Travel Lane

G

4:1 DES.2:1 MAX.

F

2%

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #3

STA. 118+15.17 to STA. 119+38.95

STA. 109+62.78 to STA. 110+19.00

STA.100+76.53 to STA. 103+66.89

2:1 MAX.

4:1 DES. 2:

MAX.4:

DE

S.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

4:06:58 PM

0003-05

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

C

D

E

F

G

H

I

J

K

L

M

N FULL DEPTH RECLAMATION WITH CEMENT TREATMENT, 8 IN

MILLING ASPH. CONC. PVMT - VARIABLE DEPTH

SAFETY EDGE (GA CONSTRUCTION DETAIL P-7)

PVMT REINF FABRIC STRIPS, TP 2, 18 INCH WIDTH

RECYCLED ASPH. CONC 19 MM SUPER PAVE,GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

PLAIN PC CONC PVMT, CL 3 CONC, 9 INCH THK

PLAIN PC CONC PVMT, CL 3 CONC, 9 IN THK (COLORED INSIGNIA RED # 31136 AND STAMPED)

CONC CURB & GUTTER, 8 IN X 30 IN, TP 2-6"

CONC SIDEWALK, 4 IN

RECYCLED ASPHALT CONC LEVELING, INCL BITUM & H LIME

GRADED AGGREGATE BASE COURSE - 8 IN

RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 330 LB/SY

RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM & H LIME - 220 LB/SY

RECYCLED ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM & H LIME - 165 LB/SY

REQUIRED PAVEMENT

GADOT

LOWNDES

4:1

DES.

9'-6" TO 11'-6"

VARIES

2'-6"0'-0"

2'-0" TO

F

5'-0"

Sidewalk

2'-6"

4:1

MAX.

Existing LaneExisting Lane

4:1 DES.

6%

Profile Grade

2% 2%

11'-0"

Travel Lane Travel Lane

11'-0" 8'-0"

2'-6"

TANGENT SECTION

CL

B

D

BRISBON ROAD

FULL DEPTH RECLAMATION AND WIDENING

TYPICAL SECTION #4

STA. 159+84.70 to 160+42.80

K

5'-5"

4:1 MAX.

2:

MAX.4:

DE

S.

G

VARIES

4:1 DES.2:1 MAX.

THE EXISTING PAVEMENT.

MILLING WILL BE REQUIRED TO CREATE A SMOOTH TIE TO 4.

SEE ROADWAY PLANS FOR LOCATION OF GUARDRAIL.3.

OF NORMAL CROWN AND S.E. SECTIONS.

SUPERELEVATION RATES AND TRANSITIONS, AND LOCATIONS

SEE ROADWAY PLANS FOR METHOD OF SUPERELEVATION, 2.

EACH.

PLANS FOR LOCATION, DIRECTION AND COMPLETE DETAILS OF

NO SCALE

CLASS "B" CONCRETE BASE FOR PAVEMENT WIDENING

Item Code 500-9999 - CY Unit of Measure

CLASS "B" CONCRETE BASE FOR WIDENING DETAIL

be placed in lieu of the paving between the GAB and surface courses specified by the typical section.

top of the GAB and the bottom of the surface course is 5 inches or greater, Class B concrete shall Where GAB is required under the new Curb and Gutter and the depth of proposed paving between the Case 1:

whichever is greater.

base course, the bottom of the Base specified by the typical section, or to a depth of 6 inches:

be placed beneath the proposed surface course to the depth of either the bottom of the existing the top of the Base and the bottom of the surface course is less than 5 inches, Class B concrete shall Where GAB is not required under the new Curb and Gutter and/or the depth of proposed paving between Case 2:

new Curb and Gutter <= 5.0' 0.0' < Width of excavation to

Case 2 Case 1

Case 2 Case 1

Pavement Existing

Course Surface

6" minimum

5" minimum

Base existing Bottom of

Concrete Class B

Class B Concrete by Typical Section when required Proposed GAB

E

2% MAX

1% TYP

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

4:06:58 PM

0004-05

BRISBON ROAD

REHAB AND SIDEWALK

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

SCALE IN FEET

0 10 20

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

STOP SIGN

SIGN

ZION CHURCH

D R

IV

E

A S

P H

A L T

ASPHALT PAVEMENT

DRIVE

ASPHALT

A S

P H

A L T

P

A V

E M

E N

T

WOODLINE

WOODLINEWOODLINE

W O

O D L

IN

E

WOODLIN

E

BOX

RETURN

BOOK

F.F .E.

=11.

93BLOCK1-

STORY

GEORGIA TRANSMISSION CORP

HONNOR ENTERPRISES LLC

CHURCH BRISBAIN

BARRY WASHINGTON

ALFONSO WALKER

DSP-13 DEVELOPERS INC

DATA SHEET 14

DATA SHEET 14

DE4

DE5

DE26

DE96

SEE HARRIS TRAIL

PEDESTRIAN IMPROVEMENT PLANS

FOR R/W AQUISITION DATA

5/8" IRF

1/2" IRF

1/2" IRF 1/2" IRF

1/2" IRF - BENT

1/2" IRF

CURVE# 1

PI 102+64.59

N 698,466.3692

E 923,279.7066

¬ 02°15'22.8" (RT)

D 00°35'59.84"

T 188.06'

L 376.08'

R 9550.00'

E 1.85' ed 2.0%

D.S. 35 mph

P C

P T

P I

.5

N85°02'39.5"E

P O

B

CURVE #1

BRISBON ROAD

H A R R I S

T R

A I L

BEGIN PROJECT

BEGIN CONSTRUCTION

STA 99+91.74

CONST CL

923084.1785E

698449.4150N

STA 100+68.33

BEGIN R/W ACQUISTION

18"

YARD INLET

INSTALL 18"

1-B2

1-C

1-B1

1-A1

1-A2

1-A3

RETAIN EXISTING RCP

REMOVE EXISTING PIPE

CURVE #1

65.06' Lt.OFF:

100+50.99STA:

BRISBON ROAD

BEGIN 5' CONCRETE SIDEWALK

BEGIN MILL AND INLAY

TIE TO EXISTING EDGE OF PAVEMENT

STA 99+91.74

BEGIN FULL DEPTH

RECLAMATION AND WIDENING

END MILL AND INLAY

STA 100+76.53

TYPE B

HANDICAP RAMP

TYPE B

HANDICAP RAMP

PEDESTRIAN IMPROVEMENT PLANS

SEE HARRIS TRAIL

STA: 20+03.19

BEGIN 10' CONC. TRAIL

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

Lt 48.04

STA. 99+95.12

GUTTER

CURB AND

BEGIN TYPE 2

0.81' Lt.OFF: -2+74.33STA:

GUTTER

CURB AND

END TYPE 2

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

2769168_13.dgn

3:42:08 PM

0001-13

CONSTRUCTION PLAN

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

ORANGE BARRIER FENCE

ORANGE BARRIER FENCE

SIGN

STOP AHEAD

WOODLINE

WOODLINE

WOODLINEWOODLINE

ASPHALT PAVEMENT

WETLAND 1 WETLAND 2

WETLAND 3

DSP-13 DEVELOPERS INC

WASHINGTON WILLIAMS

HAGER WILLIAMS CHARLES H BOLES

DATA SHEET 14

DATA SHEET 14

VALVE:9.95'

TOP OF PIPE:7.97'

FR:11.28'

WATER MH

N87°18'02.2"E

PC

BRISBON ROAD CONST CL

STORM DRAIN PIPES

FROM EXISTING

REMOVE (2) 8LF

END SECTIONS

INSTALL (2) 24" SAFETY

2-A1 2-B1

2-A2 2-B2

SECTIONS

SAFETY END

INSTALL (2) 24"

CURVE #2

AND GUTTER

END TYPE 2 CURB

AND GUTTER

BEGIN TYPE 2 CURB

D

R A

W I o

.0

M A

T C

H

L

E

S T

A

W I

M A

T

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

3:42:09 PM

0002-13

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

ASPHALT PAVEMENT

A

R

IV

E

E A

R

IV

E

D R

IV

E A

S P

H A

L T

E A

R

IV

E

WOODLINE

WOODLINE

WOODLINE

WOODLINE

WOODLINE

S

WASHINGTON WILLIAMS

CHARLES H BOLES

BEATRICE BOLES SIMMONS

LESTER ANTHONY

STELLA MAE LATAILLADE

DSP=13 DEVELOPERS INC OTIS DEVILLARS

DATA SHEET 14

DATA SHEET 15

DATA SHEET 15

DATA SHEET 15

DATA SHEET 14

DE27

DE30

DE28

DE29

DE31

DE45

DE32

DE33

1/2" IRF

5/8" IRF - BENT

1/2" IRF

TOP OF PIPE: 9.19'

VALVE:12.12'

FR:REMOVED/DAMAGED

SSMH

TOP OF PIPE:10.51'

VALVE:12.16'

FR:14.24'

WATER MH

P T

P C

CURVE# 2

PI 112+19.40

N 698,511.3385

E 924,233.4962

¬ 03°51'40.9" (RT)

D 00°34'22.65"

T 337.09'

L 673.93'

R 10000.00'

E 5.68' ed 2.0%

D.S. 35 mph

P I

S88°50'16.9"E

CURVE #2

BRISBON ROAD CONST CL

18"

2-D

2-C

2-E2-F 2-G2-H

REMOVE EXISTING RCP

RETAIN RCP

CURVE #2

E N C

F L A T

R C

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

A

W I

M A

T

A

W I

M A

T

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

0003-13

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

BUILDING

BLOCK

CONC.

D R

IV

E

A S

P H

A L T

WOODLINE

WOODLINEWOODLINE

WOODLINE

ASPHALT PAVEMENT

S

S

S

S

CREEKSIDE AT RICHMOND HILL

PLANTATION, & PROPERTY OWNERS

ASSOCIATION INC

OTIS DEVILLARS

BARRY & KENNET WASHINGTON

JOHN A USHER JOHN A & LESLIE MURPHY

CREEKSIDE AT RICHMOND HILL

PLANTATION, & PROPERTY

OWNERS ASSOCIATION INC

DATA SHEET 15

DATA SHEET 15

DATA SHEET 15

DATA SHEET 16

1/2" IRF

1/2" IRF

IRF- EMC CAP

IRF- EMC CAP

P

V C

IE(SE): 8.82'

IE(NW): 8.87'

FR: 13.88'

SSMH

P

V C

IE(S): 9.05'

IE(NE): 9.13'

FR: 12.98'

SSMH

8"PVC

IE(SW): 10.64'

IE(NE): 10.66'

FR: 13.59'

SSMH

8"PVC

IE(SW): 10.09'

IE(NW): 10.16'

FR: 13.41'

SSMH

P

V C

TOP OF PIPE:10.51'

VALVE:12.16'

FR:14.24'

WATER MH

CURVE# 3

PI 118+89.15

N 698,497.7516

E 924,903.3643

¬ 10°47'19.0" (LT)

D 02°41'23.79"

T 201.13'

L 401.07'

R 2130.00'

E 9.48' ed 2.6%

D.S. 35 mph

P T

P I

CURVE #3 BRISBON ROAD CONST CL

CURVE #3B

F S E

E F S E

R C

F L A T

B N C

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

GUTTER

CURB AND

BEGIN TYPE 2

AND GUTTER

END TYPE 2 CURB

A

W I

M A

T

A

W I

M A

T

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

0004-13

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

& STOP SIGN

KEPLER LOOP SIGN

SIGN

AHEAD ARROW

CURVE RIGHT

ASPHALT PAVEMENT

PAVEMENT

ASPHALT

P A

V E

M E

N T

A S

P H

A L T

STA 200+45.00

LIMIT OF R/W ACQUISTION

STA 300+55.00

LIMIT OF R/W ACQUISTION

CREEKSIDE AT RICHMOND HILL PLANTATION, &

PROPERTY OWNERS ASSOCIATION INC

CREEKSIDE AT RICHMOND HILL PLANTATION, &

PROPERTY OWNERS ASSOCIATION INC

DATA SHEET 16

TRACT 1

1/2" IRF

5/8" IRF

N

'2

.0

W

N '3

.9

W

N80°22'24.1"E

POE 300+75.00

200+00

300+00

201+00

BRISBON ROAD

C A

N T

L E

D R

K E

P L

E R

L O

O P

CONST CL

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

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

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

3:42:10 PM

0005-13

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

KEPLER LOOP STREET SIGN

STOP SIGN &

PAVEMENT

ASPHALT

E A

R

IV

E

WOODLINE

STA 310+43.05

LIMIT OF R/W ACQUISTION

S

CREEKSIDE AT RICHMOND HILL PLANTATION, &

PROPERTY OWNERS ASSOCIATION INC

CREEKSIDE AT RICHMOND HILL PLANTATION, &

PROPERTY OWNERS ASSOCIATION INC

JOHN A & LESLIE MURPHY

DATA SHEET 16

DATA SHEET 16

TRACT 1

TRACT 2

5/8" IRF - BENT

IRF CAP - LS #2538IRF- EMC CAP

VALVE:15.45'

FR:15.86'

SSMH

N '3

.9

W

POE 310+55.00

310+00 BRISBON ROAD CONST CL

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

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

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

0006-13

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

PARKVIEW TOWNHOMES

A

V E

M E

N T

A S

P H

A L T

P A

V E

M E

N T

A S

P H

A L T

WOODLINE

WOODLINE

WOODLINE

WOODLINE

STA 500+43.01

LIMIT OF R/W ACQUISTION

STA 400+62.00

LIMIT OF R/W ACQUISTION

S

1 0007

CREEKSIDE AT RICHMOND HILL PLANTATION, &

PROPERTY OWNERS ASSOCIATION INC

JOHN A & LESLIE MURPHY

PARKVIEW TOWN CENTER PROPERTY

OWNERS ASSOCIATION INC

DATA SHEET 16

DATA SHEET 16

HANNAH VALENTINE

DE47

DE48 DE49

DE50

DE46

1/2" IRF

5/8" IRF - EMC CAP

5/8" IRF - EMC CAP 5/8" IRF - EMC CAP

5/8" IRF - EMC CAP

P B

P

G

E X

IS

T

IN

G

D R

A

IN

A

S E

M E

5/8" IRF - ATLAS CAP

5/8" IRF IRF- EMC CAP

6"WL

SL

SL

WL

WL

TOP OF PIPE (E)/(W):13.02'

VALVE: 14.54'

FR:17.590

SSMH

RE-USE WATER

CURVE# 4

PI 136+75.91

N 698,796.7456

E 926,666.1375

¬ 09°09'52.9" (LT)

D 01°56'32.03"

T 236.44'

L 471.86'

R 2950.00'

E 9.46' ed 2.0%

D.S. 35 mph

N

W N

W

P C

P I

POE 500+75.00

500+00

400+00

401+00

CURVE #4

BRISBON ROAD

S M

O K

T O

W

N T

CONST CL

5-A

5-B

5-C

CURVE #4

E N C

F L A T

R C

B F S E

TYPE D

RAMP

HANDICAP

TYPE D

HANDICAP RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TIE GUTTER TO EXISTING EOP

GUTTER

BEGIN TYPE 2 CURB AND

CURB AND GUTTER

BEGIN TYPE 2

TIE TO EXISTING

AND GUTTER

BEGIN TYPE 2 CURB

TIE TO EXISTING

AND GUTTER

BEGIN TYPE 2 CURB

TIE TO EXISTING

AND GUTTER

END TYPE 2 CURB

EXISTING EOP

TIE GUTTER TO

AND GUTTER

END TYPE 2 CURB

A

W I

M A

T

A

W I

M A

T

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

0007-13

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

ASPAHLT APRON

CONCRETE DRIVE &

ASPHALT APRON

CONCRETE DRIVE &

ASPHALT APRON

CONCRETE DRIVE &

WOODLINE WOODLINE

CREEKSIDE AT RICHMOND HILL PLANTATION, &

PROPERTY OWNERS ASSOCIATION INC

DATA SHEET 16

TIMOTHY C PROFFITT & HELEN C PROFFITT

RICKY D WALKER

DATA SHEET 17

CONNIE MILLER

DATA SHEET 17

ALEXANDER C LITMAN & RACHEL LENA THOMAS

DATA SHEET 17

DE52 DE53

DE54

DE51

DE55

DE57

DE58

DE59

DE56

DE61

DE60

DE62

DE63 DE64

DE65 DE66

DE67

EMC CAP

5/8" IRF

EMC CAP

5/8" IRF 5/8" IRF

EMC CAP

5/8" IRF

5/8" IRF

BENT

5/8" IRF

GREY CONDUIT/STUB UP

PT

.3

BRISBON ROAD CONST CL

" C

V

18"

18"

18"

18" 18"

5-D 5-EC

5-EA

5-EB

5-F

5-GC

5-GA

5-GB

5-H 5-I 5-J

5-K 5-L

5-M

5-N

CURVE #4

EF

SE

2.

0%

.8

R C

F L A T

B N C

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

A

W I

M A

T

D R

A W

IN

G

N o

.0

M A

T C

H L

I N

E S

T A

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

3:42:11 PM

0008-13

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

O

N C

R E

V E

M E

N T

CONCRETE PAVEMENT ASPHALT APRON

CONCRETE DRIVE & ASPHALT APRON

CONCRETE DRIVE &

WOODLINE

WOODLINE

STA 600+53.00

LIMIT OF R/W ACQUISTION

CREEKSIDE AT RICHMOND HILL PLANTATION, &

PROPERTY OWNERS ASSOCIATION INC

DONNA B SMITH

DATA SHEET 17

MARCIENNE A ANDERSON

DATA SHEET 17

CLARK V HELM

DATA SHEET 18

DWAYNE ANTHONY BROWN

DATA SHEET 18

BARBARA VICKERY SMILEY

DATA SHEET 18

DATA SHEET 18

DAVIS NAKEYA N & TOWNS HENRY T

DATA SHEET 17

DE68

DE69 DE70

DE71 DE72

DE81

DE82

DE83 DE84

DE85

DE86

DE87

DE88

DE89 DE90

DE91

1/2" IRF

EMC CAP

5/8" IRF

1/2" IRF

1/2" IRF

1/2" IRF

1/2" IRF

BENT

5/8" IRF

GREY CONDUIT/STUB UP

6" CONDUIT/ STUBOUT

N '2

.8

W

N71°12'31.2"E

600+00

601+00 BRISBON ROAD

S H

E L

T O

N S

T

CONST CL

18" 18"

18"

18"

18"

5-O

5-P

5-Q 5-R

5-S2

5-U 5-V

5-YC

5-YB

5-X 5-W

18"

5-T7 5-T8

5-S1

5-ZB

OFF: 24.5' Lt.

STA: 146+61.62

BRISBON ROAD

BEGIN 5' CONCRETE SIDEWALK

OFF: 24.5' Lt.

STA: 147+67.06

BRISBON ROAD

END 5' CONCRETE SIDEWALK

OFF: 24.5' Lt.

STA: 147+80.9

BRISBON ROAD

BEGIN 5' CONCRETE SIDEWALK

TYPE D

WHEELCHAIR RAMP TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

EOP

TO EXISTING

TIE GUTTER

GUTTER

CURB AND

END TYPE 2

EXISTING EOP

TIE GUTTER TO

AND GUTTER

END TYPE 2 CURB

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

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

3:42:11 PM

0009-13

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

TO BE PRESERVED

LIVE OAK TREE

PRESERVED

TO BE

TREE

OAK

LIVE

P A

V E

M E

N T

A S

P H

A L T

P A

V E

M E

N T

A S

P H

A L T

PAVEMENT

ASPHALT

P A

V E

M E

N T

A S

P H

A L

T

WOODLINE

S

CREEKSIDE AT RICHMOND HILL

PLANTATION, & PROPERTY

OWNERS ASSOCIATION INC GAIL D RUSHING

GAIL D RUSHING

BARBARA VICKERY SMILEY

DATA SHEET 18

VINCENT J ZAMBITO

DATA SHEET 18

VINCENT ZAMBITO & PATRICIA ZAMBITO

DATA SHEET 19

ROCKY FORD

INVESTMENTS LLC

DATA SHEET 19

DATA SHEET 18

DATA SHEET 18

DATA SHEET 19

LEANING

5/8" IRF

1/2" IRF

CMF 3"X3"

VALVE:20.22'

FR:20.57'

SSMH

BRISBON ROAD CONST CL

5-YA2

5-ZA2

5-YA1

5-ZA1

18"

5-P4

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHEELCHAIR RAMP

TYPE D

WHELCHAIR RAMP

EOP

TO EXISTING

TIE GUTTER

GUTTER

CURB AND

END TYPE 2

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

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

3:42:12 PM

0010-13

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

TO BE PRESERVED

LIVE OAK TREE

BRICK MAILBOX

P A

V E

M E

N T

A S

P H

A L T

P A

V E

M E

N T

A S

P H

A L T

WOODLINE

WOODLINE

WOODLINE

WOODLINE

STA 700+72.00

LIMIT OF R/W ACQUISTION

WETLAND 4

GAIL D RUSHING

MICHAEL R &

DEBORAH SISCO

MICHAEL R &

DEBORAH SISCO

SAI SHAKTI 6118 LLC

ROCKY FORD INVESTMENTS LLC

DATA SHEET 19

CONCORDE HOLDINGS LLC

DATA SHEET 19

DATA SHEET 19

DATA SHEET 19

DE92

DE93

DE94

DE95

3/4" IRF

5/8" IRF

5/8" IRF

1/2" IRF

1/2" IRF

N

W

P C

P T

CURVE# 5

PI 157+17.21

N 699,454.6191

E 928,599.5871

¬ 18°15'25.2" (LT)

D 07°09'43.10"

T 128.55'

L 254.92'

R 800.00'

E 10.26' ed 3.4%

D.S. 25 mph

P I

700+00

701+00

CURVE #5

BRISBON ROAD

B R I S

B

CONST CL

CONST CL

7-C

7-D

7-A 7-B

18" CL V

V CURVE #5

N C

F L A T

R C

B F S E

E F S E

R C

F L A T

TYPE D

WHELCHAIR RAMP

TYPE D

WHELCHAIR RAMP

AND GUTTER

END TYPE 2 CURB

EXIS

TINGTIE

TO

GUTTER

CURB AND BEGIN T

YPE 2

EOP

TO EXISTING

TIE GUTTER

GUTTER

CURB AND

END TYPE 2

EXISTING EOP

TIE GUTTER TO

AND GUTTER

END TYPE 2 CURB

A

W I

M A

T

A

W I

M A

T

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

0011-13

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

O D L

IN

E

WOODLINE

S

S

WETLAND 4

SAI SHAKTI 6118 LLC

CONCORDE HOLDINGS LLC

CMF R/W

CMF R/W

CMF R/W

CMF R/W

TO

P O

F P

IP

E:12 .6

V A

LV

E:15 .18

FR

:16 .8

S S

M H

TO

P O

F P

IP

E:11.7

V A

LV

E: 13 .2

FR

:16 .2

S S

M H

N52°57'06.0"E

P O

E

.3

BRISBON ROAD

S R

END PROJECT

END CONSTRUCTION

STA 160+49.13

CONST CL

928813.9509E

699616.4375N

STA 159+83.61

END ACQUISTION

B N C

OFF: 65.08' Lt.

STA: 160+30.21

TIE TO EXISTING SIDEWALK

BRISBON ROAD

END 5' CONCRETE SIDEWALK

END MILL AND INLAY

TIE TO EXISTING

STA 160+49.13

END FULL DEPTH

RECLAMATION AND WIDENING

BEGIN MILL AND INLAY

STA 159+83.61

TYPE B

HANDICAP RAMP

TYPE B

HANDICAP RAMP

OFF: 56.19' Rt.

STA: 160+44.16

BRISBON ROAD

END 5' CONCRETE SIDEWALK

EXISTING

TIE TO

GUTTER

CURB AND

BEGIN TYPE 2

TIE TO EXISTING

AND GUTTER

END TYPE 2 CURB

TIE TO EXISTING

AND GUTTER

END TYPE 2 CURB

D R

A W

I N

G N o

.0

M A

T C

H L

I N

E S

T A

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

20 80

SCALE IN FEET

0 40

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

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

0012-13

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

101+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

0 0

10 10

20 20

4:1 1.00% -2.00% -2.00%-2.00%-6.00% 3.1:1 2:

8.49

.7

.6

.9

.8

E X

I S

T R

W

E X

I S

T R

101+50.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

0 0

10 10

20 20

4:1 1.00% -2.00% -2.00%-2.00%-6.00%3.5:1 2:

9.20 10.16

.8

.4

.1

.9

E X

I S

T R

W

E X

I S

T R

W

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

8/23/2024 arce.r

GPLOT-ORD

2769168_23_.dgn

4:33:20 PM

0001-23

EARTHWORK CROSS SECTIONS

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

SCALE IN FEET

0 20 40

B

ID

S E

T

N O

T F

O R

C O

N S

T R

U C

T

2:

1 102+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

0 0

10 10

20 20

4:1 1.00% -2.00% -2.00%-2.00% -6.00% 4:1

9.7810.44

.0

.5

.7

.2

E X

I S

T R

W

E X

I S

T R

W

103+00.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

0 0

10 10

20 20

4:1 1.00% -2.00% -2.00%-2.00%

9.88

.3

.6

.7

E X

I S

T R

W

E X

I S

T R

W

2:12:

1 103+50.00

-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

0 0

10 10

20 20

4:1 1.00%…