PTC SR 141 Gateway Enhancements_Addendum No_2.pdf

PDF 8 MB Posted Sep 18, 2023

Attached to: PTC 21-01 SR 141 Gateway Enhancements
Solicitation number: PE-66790-NONST-2024-000000001
Issued by: Crisp County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document is an Addendum No. 2 to the contract documents for the SR 141 Gateway Enhancements project in Peachtree Corners, Georgia. The addendum includes revisions to several drawings, including replacing sheets for Peachtree Industrial Boulevard and Medlock Bridge Road. The addendum specifies that the contractor is responsible for submitting shop drawings signed and sealed by a licensed structural engineer for the monument and retaining wall. Bids for this project are due on October 18, 2023.

The project includes landscaping and hardscape enhancements such as the installation of a gateway monument, retaining walls, swales, tree save fencing, and silt fencing. Specific quantities are provided for plantings, landscape boulders, mulch, and other site elements. The contractor is also responsible for clearing and grubbing the construction area and coordinating with the conservation commission regarding erosion control measures.

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ADDENDUM NO. 1 AD1-1

ADDENDUM NO. 2

CONTRACT DOCUMENTS

SR 141 GATEWAY ENHANCEMENTS

PEACHTREE CORNERS, GEORGIA

BIDS DUE OCTOBER 18, 2023

The following modifications are hereby introduced as a part of the Contract Documents:

1. Peachtree Industrial Blvd – Remove Sheet C-3.0 dated 09/18/23, and replace with the revised, attached C-3.0 dated 10/12/23.

2. Peachtree Industrial Blvd – Remove Sheet L-1.0 dated 09/18/23, and replace with the revised, attached L-1.0 dated 10/12/23.

3. Medlock Bridge Rd – Remove Sheet C-1.0 dated 09/18/23, and replace with the revised, attached C-1.0 dated 10/12/23.

4. Medlock Bridge Rd – Remove Sheet C-1.2 dated 09/18/23, and replace with the revised, attached C-1.2 dated 10/12/23.

5. Medlock Bridge Rd – Remove Sheet C-2.0 dated 09/18/23, and replace with the revised, attached C-2.0 dated 10/12/23.

6. Medlock Bridge Rd – Remove Sheet C-2.1 dated 09/18/23, and replace with the revised, attached C-2.1 dated 10/12/23.

7. Medlock Bridge Rd – Remove Sheet C-2.2 dated 09/18/23, and replace with the revised, attached C-2.2 dated 10/12/23.

8. Medlock Bridge Rd – Remove Sheet L-1.0 dated 09/18/23, and replace with the revised, attached L-1.0 dated 10/12/23.

9. Medlock Bridge Rd – Remove Sheet L-1.2 dated 09/18/23, and replace with the revised, attached L-1.2 dated 10/12/23.

10. Medlock Bridge Rd – Remove Sheet L-2.2 dated 09/18/23, and replace with the revised, attached L-2.2 dated 10/12/23.

11. Medlock Bridge Rd – Remove Sheet EC-1.0 dated 09/18/23, and replace with the revised, attached EC-1.0 dated 10/12/23.

12. Medlock Bridge Rd – Remove Sheet EC-2.0 dated 09/18/23, and replace with the revised, attached EC-3.0 dated 10/12/23.

13. Medlock Bridge Rd – Remove Sheet EC-3.0 dated 09/18/23, and replace with the revised, attached EC-3.0 dated 10/12/23.

Addendum Prepared By

KECK & WOOD, INC.

October 12, 2023

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

This drawing and the design shown are the property of Keck & Wood, Inc. The reproduction, copying or other use of this drawing without written consent is prohibited and any infringement will be subject to legal action.

PROPOSED MONUMENT TOWER W/ WALL (FOR REFERENCE ONLY)1

LOCLOCLOCLOCLOCLOC

LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

PEACHTREE INDUSTRIAL BOULDVARD

16 - ICB

10 - TD (TOTAL, ENTIRE SHEET)

38 - SJC

21 - LCR

73 - MCP

32 - LCR

136 - PVS

43 - CHZ

299 - JCB

79 - MCP

51 - CHZ

6 - LANDSCAPE BOULDER

(TOTAL, ENTIRE SHEET)

110 - LAN

5 - CJ (TOTAL, ENTIRE SHEET)

7 - MG (TOTAL, ENTIRE SHEET)

311 - HEM

110 - LAN

21 - CC (TOTAL, ENTIRE SHEET)

44 - LCR

26 - SJC

36 - ICB

6 - QL (TOTAL,

ENTIRE SHEET)

5 - AB (TOTAL,

ENTIRE SHEET)

2 - QT (TOTAL,

ENTIRE SHEET)

4 - QS (TOTAL,

ENTIRE SHEET)

460 SF - ANNUAL BED

64 - ICB

39 - LCR

20 - ICB

1350 SF - RIVER STONE CHANNEL (TOTAL,

ENTIRE SHEET) - SEE DETAIL L-2.2

50,000 SF - BERMUDA SOD

(TOTAL, ENTIRE SHEET)

X X X X

X X

X X X

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOCLO

LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC

3090 PREMIERE PARKWAY, SUITE 200

(678) 417-4000 keckwood.com

X X

X X X X X X

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC

LOC LOC LOC LOC LOC

EXISTING O.C.S. &

PIPE TO REMAIN

LIMITS OF CONSTRUCTION (TYP.)

TREE SAVE FENCE (TYP.)

SILT FENCE (SEE EROSION CONTROL PLAN)

TREE TO BE REMOVED (TYP.)

14' CLEAR ZONE

EXISTING INLET TO REMAIN

CLEARING AND GRUBBING AREA - VEGETATION, ROOTS,

AND STUMPS TO BE GRUBBED OUT COMPLETELY.

CONTRACTOR RESPONSIBLE FOR LEGAL DISPOSAL OF

ALL MATERIALS MARKED FOR REMOVAL. (TYP.)

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

TREE TO BE REOMVED, TYP.

LEGEND

SILT FENCE, TYP.

TREE SAVE FENCE, TYP.

> SWALE >

> SWALE > > SWALE >

> SWALE >

X X X X X X X X X X X X X X X

3090 PREMIERE PARKWAY, SUITE 200

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

24' CLEAR ZONE

14' CLEAR ZONE

THREE-BOARD, POST & SPLIT RAIL

FENCE (TYP.) - SEE DETAIL, C-3.1

R12 '-8

1'- 4"

DESIGN-BUILD: CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR MONUMENT AND RETAINING

WALL. MONUMENT AND WALL ARE TO BE SIGNED

AND SEALED BY A LICENSED STRUCTURAL

ENGINEER. (TYP.)

DESIGN-BUILD: GATEWAY

MONUMENT - SEE

PURCHASING SET FOR

DETAILS, FINISHES, AND

SPECIFICATION (TYP.)

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

NOTE: THIS DETAIL IS DIAGRAMMATIC IN NATURE. CONTRACTOR

IS RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS SIGNED AND

SEALED BY A LICENSED STRUCTURAL ENGINEER FOR REVIEW BY

OWNER'S REPRESENTATIVE.

> SWALE > > SWALE > > SWALE >

> SWALE >

> SWALE > > SWALE >

> SWALE >

14' CLEAR ZONE

2' (SQ.)

1'-4"

R13'-4"

R1'-7"

DESIGN-BUILD: CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR MONUMENT, SIGNAGE, AND

RETAINING WALL. MONUMENT AND WALL ARE TO

BE SIGNED AND SEALED BY A LICENSED

STRUCTURAL ENGINEER. (TYP.)

DESIGN-BUILD: GATEWAY

MONUMENT - SEE

PURCHASING SET FOR

DETAILS, FINISHES, AND

SPECIFICATION (TYP.)

3090 PREMIERE PARKWAY, SUITE 200

> SWALE >

X X X X X X X X X X X X X X X

X X

X X X X

X X

X X X

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOCLO

LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC

3090 PREMIERE PARKWAY, SUITE 200

> SWALE >

> SWALE > > SWALE > > SWALE > > SWALE > > SWALE >

> SWALE >

> SWALE > > SWALE >

> SWALE >

C LOC

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

19 - CAB

120 - LAN

110 - HEM

112 - HEM

32 - HEM

17 - IVSBF

20 - IVSBF

15 - IVSBF

40 - RBS

89 - WTS

50 - WTS

29 - WTS

68 - LAN

185 SF - APE

17 - LPP

5 - ML

3 - TD (THIS SHEET)

17 - IVH

12 MCP

10 - MCP

TENNESSEE RIVER

STONE BED - 2800 SF

(TOTAL, THIS SHEET)

BERMUDA SOD (SEE

L-1.1 FOR SITE TOTAL)

29 - JCB

PROPOSED LANDSCAPE

BOULDER (TYP.)

LONGLEAF PINESTRAW MULCH,

(3400 SF, THIS SHEET)

CYPRESS MULCH IN PLANTING BEDS WITHIN

RIVER ROCK, DRY-CREEK AREA - 1000 SF

(TOTAL, ALL SHEETS)

3090 PREMIERE PARKWAY, SUITE 200

(678) 417-4000 keckwood.com

1 4

2 3GROUNDCOVER PLANTING DETAIL

PLANTING BED ESTABLISHMENT DETAIL

TURF SOD AND MULCH DETAIL

10" MIN

" M

(SEE PLANS)

3" MIIN.

PLANTING OR

MULCHED AREA

NOTES:

1- TREES SHALL BE OF QUALITY PRESCRIBED

IN CROWN OBSERVATIONS AND ROOT

OBSERVATIONS DETAILS AND

SPECIFICATIONS.

2- SEE SPECIFICATIONS FOR FURTHER

REQUIREMENTS RELATED TO THIS DETAIL.

PLAN

SECTION VIEW

TREE PLANTING DETAIL

X X X X

X X

X X X

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOCLO

LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC

DS1

SD1-S, TYPE C (TYP.)

TR, TREE PROTECTION (TYP.)

DS1

LIMITS OF CONTRUCTION (TYP.)

SBSBSB

WrE2

AmC2

CYD2

Sd2-F

WrE2

CYD2

CONSTRUCTION ENTRANCE START:

N33° 59' 00.74",W84° 12' 45.58"

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

CONSERVATION COMMISSION NOTES

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO LAND DISTURBING ACTIVITIES.

ALL EROSION & SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY

DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED

NECESSARY AFTER ONSITE INSPECTION BY THE ISSUING AUTHORITY.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

DRAINAGE AREA = 2.95 AC.

DISTURBED AREA = 2.95 AC.

SILT FENCE REQUIRED = 1,180 LF (100 LF / 0.25 AC.)

SILT FENCE PROVIDED = 1,180 LF

TEMPORARY SILT FENCE CALCULATIONS

PHASE I

NOTE:

SILT FENCE IS BEING USED TO CONTAIN SEDIMENT FOR THE

2.95 ACRES DUE TO THE NATURE OF DISTURBANCE. AREA IS

BEING CLEARED AND GRUBBED FOR LANDSCAPING AND

INSTALLATION OF TWO MONUMENTS.

SYMBOL SLOPE

%SOIL TYPE

AmC2 6 TO 10APPLING SANDY LOAM

HSG

CYD2 10 TO 15CECIL SANDY LOAM B

WrE2 10 TO 25WEDOWEE SANDY LOAM B

X X X X

X X

X X X

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOCLO

LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC

Sd2-F

SBSBSB

WrE2

AmC2

CYD2

SD1-S, TYPE C (TYP.)

TR, TREE PROTECTION (TYP.)

LIMITS OF CONTRUCTION (TYP.)

DS1

DS2

DS1

DS2

33.9836° N 84.2126° W

WrE2

CYD2

CONSTRUCTION ENTRANCE START:

N33° 59' 00.74",W84° 12' 45.58"

EDGE OF FUTURE

BEDLINE (TYP.)

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

CONSERVATION COMMISSION NOTES

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO LAND DISTURBING ACTIVITIES.

ALL EROSION & SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY

DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED

NECESSARY AFTER ONSITE INSPECTION BY THE ISSUING AUTHORITY.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

DRAINAGE AREA = 2.95 AC.

DISTURBED AREA = 2.95 AC.

SILT FENCE REQUIRED = 1,180 LF (100 LF / 0.25 AC.)

SILT FENCE PROVIDED = 1,180 LF

TEMPORARY SILT FENCE CALCULATIONS

PHASE II

NOTE:

SILT FENCE IS BEING USED TO CONTAIN SEDIMENT FOR THE

2.95 ACRES DUE TO THE NATURE OF DISTURBANCE. AREA IS

BEING CLEARED AND GRUBBED FOR LANDSCAPING AND

INSTALLATION OF TWO MONUMENTS.

SYMBOL SLOPE

%SOIL TYPE

AmC2 6 TO 10APPLING SANDY LOAM

HSG

> SWALE >

X X

X X X X

X X

X X X

LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOCLO

LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC

SBSBSB

WrE2

AmC2

CYD2

SD1-S, TYPE C (TYP.)

TR, TREE PROTECTION (TYP.)

LIMITS OF CONTRUCTION (TYP.)

DS1

DS4

DS1

DS4

Sd2-F

DS1

DS4

33.9836° N 84.2126° W

WrE2

CYD2

CONSTRUCTION ENTRANCE START:

N33° 59' 00.74",W84° 12' 45.58"

3090 PREMIERE PARKWAY, SUITE 200

DULUTH, GA 30097

(678) 417-4000 keckwood.com

CONSERVATION COMMISSION NOTES

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO LAND DISTURBING ACTIVITIES.

ALL EROSION & SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY

DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED

NECESSARY AFTER ONSITE INSPECTION BY THE ISSUING AUTHORITY.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

DRAINAGE AREA = 2.95 AC.

DISTURBED AREA = 2.95 AC.

SILT FENCE REQUIRED = 1,180 LF (100 LF / 0.25 AC.)

SILT FENCE PROVIDED = 1,180 LF

TEMPORARY SILT FENCE CALCULATIONS

PHASE III

NOTE:

SILT FENCE IS BEING USED TO CONTAIN SEDIMENT FOR THE

2.95 ACRES DUE TO THE NATURE OF DISTURBANCE. AREA IS

BEING CLEARED AND GRUBBED FOR LANDSCAPING AND

INSTALLATION OF TWO MONUMENTS.

SYMBOL SLOPE

%SOIL TYPE

AmC2 6 TO 10APPLING SANDY LOAM

HSG

File details come from the government source that posted it. Updated Aug 26, 2024.