30472_0001 _ Site Development Plans 2024_4_10.pdf
PDF 20 MB Posted
- Attached to
- CCGA 2430
- Solicitation number
- PE-56300-RFQ-2024-000000008
- Issued by
- Dooly County, Georgia
About this file
The document is a set of site development plans for the Fine Arts Connector Road project, a state and local contract opportunity in Glynn County, Georgia with the contract name CCGA 2430. The project overview includes the construction of a new road and related site development work. The plans provide details on the project scope, including item quantities and specifications. The response for this contract opportunity is due on a specific date, and a bidder's conference may be scheduled. The contract term is not specified, but may include renewal options.
The pricing terms, funding requirements, and any set-asides are not detailed in the provided documentation. There is no information on any incumbent contractors or the current competitive environment for this project. The document solely contains the site development plans and does not provide additional details on the contract solicitation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Sheet.pdf | ||
| Bid Docs.pdf | ||
| 30472_0001 _ Technical Specifications.pdf | ||
| CCGA_2430 NOIA.pdf | ||
| NOA CCGA 2430 Fine Arts Road.pdf | ||
| Bid Docs.docx | DOCX document | |
| Bid Sheet.docx | DOCX document |
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Text version
AL
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4TH ST.
HAM
PTON AVE.
COLLEGE DR.
MARINER WAY
4TH ST.
REVISION HISTORY
SUBMITTAL HISTORY
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Know what'sbelow.
before you dig.Call
R
SITE DEVELOPMENT PLANS
OF
COLLEGE OF COASTAL GEORGIA LOOP ROAD
BRUNSWICK, GA
PREPARED FOR:
COLLEGE OF COASTAL GEORGIA
1 COLLEGE DRIVE
BRUNSWICK, GA 31520
MARCH 22, 2024
TM# 01-06131
J- 30472.0001
VICINITY MAP
SCALE: 1" = 1000'
PREPARED BY:
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 p.912.466.0536 www.thomasandhutton.com
Sheet List Table Sheet
Number Sheet Title Last Revised
CO COVER SHEET
GN1.1 GENERAL NOTES
EX1.1 EXISTING CONDITIONS DEMOLITION PLAN
C1.1 LAYOUT AND WATER SYSTEM PLAN
C1.2 WATER SYSTEM DETAILS
C1.3 WATER SYSTEM DETAILS
C2.1 PAVING, GRADING, & DRAINAGE PLAN
C2.2 ROAD PROFILES
C2.3 PAVING, GRADING, AND DRAINAGE DETAILS
C2.4 PAVING, GRADING, AND DRAINAGE DETAILS
EC0.1 ES & PC NOTES
EC0.2 ES & PC NOTES
EC0.3 ES & PC NOTES
EC1.1 ES & PC PLAN - INITAL PHASE
EC2.1 ES & PC PLAN - INTERMEDIATE & FINAL PHASE
EC3.1 ES & PC DETAILS
EC3.2 ES & PC DETAILS
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BID SET - NOT FOR CONSTRUCTION
http://www.thomasandhutton.com
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
BRUNSWICK GLYNN JOINT WATER AND SEWER COMMISSION NOTES:
1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JOINT WATER & SEWER COMMISSION. IN THE EVENT OF A DISCREPANCY BETWEEN THESE CONSTRUCTION PLANS AND THE AFOREMENTIONED STANDARDS AND SPECIFICATIONS, THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL TAKE PRECEDENCE
UNLESS THE DEVIATION HAS BEEN APPROVED IN WRITING BY THE JWSC.
2. THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER LINES AND STORM DRAINS SHALL CONFORM TO THE LATEST
GEORGIA EPD REQUIREMENTS.
3. A MINIMUM DISTANCE OF 20' OR TWO TIMES THE DEPTH OF THE MAIN, WHICHEVER IS GREATER, SHALL BE MAINTAINED FROM ALL BUILDINGS, FOUNDATIONS AND THE TOP OF BANK OF ALL PONDS. ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED IN WRITING BY THE JWSC.
4. PRESSURE AND LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
OF THE JWSC.
5. DISINFECTION OF WATER MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS
OF THE JWSC.
6. AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE UTILITIES PROTECTION CENTER (UPC) AT
1-800-282-7411 TO REQUEST UNDERGROUND UTILITY LOCATE SERVICE.
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BGJWSC STANDARD NOTES:
1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE
DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JOINT WATER &
SEWER COMMISSION. IN THE EVENT OF A DISCREPANCY BETWEEN THESE CONSTRUCTION
PLANS AND THE AFOREMENTIONED STANDARDS AND SPECIFICATIONS, THE DESIGN AND
CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL TAKE PRECEDENCE UNLESS THE
DEVIATION HAS BEEN APPROVED IN WRITING BY THE JWSC.
2. THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER
LINES, AND STORM DRAINS SHALL CONFORM TO THE LATEST GEORGIA EPD REQUIREMENTS.
3. A MINIMUM DISTANCE OF 20' OR TWO TIMES THE DEPTH OF THE MAIN, WHICHEVER IS
GREATER, SHALL BE MAINTAINED FROM ALL BUILDINGS, FOUNDATIONS, AND THE TOP OF
BANK OF ALL PONDS. ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED IN
WRITING BY THE JWSC.
4. PRESSURE AND LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE
DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC.
5. DISINFECTION OF WATER MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN
AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC.
6. AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL
NOTIFY UTILITIES PROTECTION CENTER (UPC) AT 1-800-282-7411 TO REQUEST UNDERGROUND
UTILITY LOCATE SERVICE.
NOTES:
1. ALL PROPOSED WATER MAINS MAINS SHALL BE DEDICATED TO
BRUNSWICK-GLYNN JOINT WATER AND SEWER COMMISSION (BGJWSC)
FOR OWNERSHIP AND MAINTENANCE.
2. HORIZONTAL DATUM: GEORGIA STATE PLANES EAST ZONE, NAD-83 GA-EF.
3. VERTICAL DATUM: NAVD-1988.
4. BENCHMARKS:
4.1. RAILROAD SPIKE SET IN PAVEMENT AT END OF CONNECTOR DRIVE,
ELEVATION 15.75 (NAVD88) (BASED ON ORIGINALLY PERMITTED
CONSTRUCTION PLANS BY OTHERS; SEE SURVEY BY OTHERS)
5. ALL GATE VALVES SHALL BE PLACED IN A TRAFFIC-RATED VALVE BOX.
6. EXISTING UTILITIES ARE SHOWN FROM AVAILABLE INFORMATION AND MAY
NOT NECESSARILY BE ACCURATE OR COMPLETE. CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING UTILITIES WITH SIZE,
LOCATION, TYPE, AND ELEVATION PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCY WITH
THESE PLANS PRIOR TO PURCHASE OF ANY MATERIALS AND PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGES TO
EXISTING UTILITIES AT NO COST TO OWNER.
7. MINIMUM COVER ON ALL WATER MAINS SHALL BE 36". MAXIMUM BURY
DEPTH SHALL BE 60".
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1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
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FINISH GRADE
EXISTING SURFACE
PROPOSED SWALE
FINISH GRADE
EXISTING SURFACE
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
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FEB. 2009
THOMAS & HUTTON
ENGINEERING CO.
OCT. 2008
THOMAS & HUTTON
ENGINEERING CO.
OCT. 2008
THOMAS & HUTTON
ENGINEERING CO.
OCT. 2008
THOMAS & HUTTON
ENGINEERING CO.
NOV. 2022
THOMAS & HUTTON
ENGINEERING CO.
FEB. 2009
THOMAS & HUTTON
ENGINEERING CO.
FEB. 2009
THOMAS & HUTTON
ENGINEERING CO.
FEB. 2009
THOMAS & HUTTON
ENGINEERING CO.
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
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1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
TYLER M. VAUGHN, P.E.
GSWCC LEVEL II DESIGN
PROFESSIONAL
CERTIFICATION NO.
0000099861, EXPIRES 10/07/25
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TYLER M. VAUGHN, P.E.
GSWCC LEVEL II DESIGN
PROFESSIONAL
CERTIFICATION NO.
0000099861, EXPIRES 10/07/25
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USGS QUAD MAP EXCERPT: BRUNSWICK EAST AND BRUNSWICK WEST
SCALE: 1" = 2,000'
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
TYLER M. VAUGHN, P.E.
GSWCC LEVEL II DESIGN
PROFESSIONAL
CERTIFICATION NO.
0000099861, EXPIRES 10/07/25
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Du Ds1 Ds3
Du Ds1 Ds3
Du Ds1 Ds3
Ds1
Ds2
Ds3
Ds4
Du
Ss
Cd-Hb
Co
Di
Sd1-NS
Sd2-F
Sd2-P
St
Co
Sd1-NS Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Du Ds1 Ds3
Sd1-NS
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
TYLER M. VAUGHN, P.E.
GSWCC LEVEL II DESIGN
PROFESSIONAL
CERTIFICATION NO.
0000099861, EXPIRES 10/07/25
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Sd1-NS Sd1-NS
Sd1-NS
Sd1-NS
Sd1-NS
Ds1
Ds2
Ds3
Ds4
Du
Ss
Cd-Hb
Co
Di
Sd1-NS
Sd2-F
Sd2-P
St
Cd-Hb
Cd-Hb
Cd-Hb
St
Du Ds1 Ds3
Du Ds1 Ds3
Du
Du
Du
Du Ds1 Ds3
St
St
St
Du
OUTLET PROTECTION
OUTLET OPENING :
FLOW RATE (CFS):
VELOCITY (FPS):
TAILWATER CONDITION:
(MIN. or MAX.)
La:
Wup:
Wdown :
d RIPRAP SIZE:
d RIPRAP SIZE:
MIN. RIPRAP THICKNESS(D):
DESIGN CRITERIA
max
St 24"
5.0 CFS
0.4 FPS
<0.5 Ø
5" 7.5"
11.25" 13'
6' 15'
Co
OUTLET PROTECTION
OUTLET OPENING :
FLOW RATE (CFS):
VELOCITY (FPS):
TAILWATER CONDITION:
(MIN. or MAX.)
La:
Wup:
Wdown :
d RIPRAP SIZE:
d RIPRAP SIZE:
MIN. RIPRAP THICKNESS(D):
DESIGN CRITERIA
max
St 24"
5.0 CFS
0.4 FPS
<0.5 Ø
5" 7.5"
11.25" 13'
6' 15'
OUTLET PROTECTION
OUTLET OPENING :
FLOW RATE (CFS):
VELOCITY (FPS):
TAILWATER CONDITION:
(MIN. or MAX.)
La:
Wup:
Wdown :
d RIPRAP SIZE:
d RIPRAP SIZE:
MIN. RIPRAP THICKNESS(D):
DESIGN CRITERIA
max
St 24"
5.0 CFS
0.4 FPS
<0.5 Ø
5" 7.5"
11.25" 13'
6' 15'
OUTLET PROTECTION
OUTLET OPENING :
FLOW RATE (CFS):
VELOCITY (FPS):
TAILWATER CONDITION:
(MIN. or MAX.)
La:
Wup:
Wdown :
d RIPRAP SIZE:
d RIPRAP SIZE:
MIN. RIPRAP THICKNESS(D):
DESIGN CRITERIA
max
St 24"
5.0 CFS
0.4 FPS
<0.5 Ø
5" 7.5"
11.25" 13'
6' 15'
Sd1-NS
Sd1-NS
St
OUTLET PROTECTION
OUTLET OPENING :
FLOW RATE (CFS):
VELOCITY (FPS):
TAILWATER CONDITION:
(MIN. or MAX.)
La:
Wup:
Wdown :
d RIPRAP SIZE:
d RIPRAP SIZE:
MIN. RIPRAP THICKNESS(D):
DESIGN CRITERIA
max
St 24"
5.0 CFS
0.4 FPS
<0.5 Ø
5" 7.5"
11.25" 13'
6' 15'
Du
Sd1-NS
Sd1-NS
OUTLET PROTECTION
OUTLET OPENING :
FLOW RATE (CFS):
VELOCITY (FPS):
TAILWATER CONDITION:
(MIN. or MAX.)
La:
Wup:
Wdown :
d RIPRAP SIZE:
d RIPRAP SIZE:
MIN. RIPRAP THICKNESS(D):
DESIGN CRITERIA
max
St 18"
5.0 CFS
0.7 FPS
<0.5 Ø
6" 9"
13.5" 9'
4.5' 13.5'
St
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
TYLER M. VAUGHN, P.E.
GSWCC LEVEL II DESIGN
PROFESSIONAL
CERTIFICATION NO.
0000099861, EXPIRES 10/07/25
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SILT FENCE - TYPE NON-SENSITIVE
SIDE VIEW
FRONT VIEW
Sd1-NS
CRUSHED STONE CONSTRUCTION EXIT
EXIT DIAGRAM
ENTRANCE ELEVATION
Co
St
PIPE OUTLET TO WELL DEFINED CHANNEL
PIPE OUTLET TO FLAT AREA -- NO WELL DEFINED CHANNEL
RIPRAP OUTLET PROTECTION
OCT. 2008
THOMAS & HUTTON
ENGINEERING CO.
Cd-Hb
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
TYLER M. VAUGHN, P.E.
GSWCC LEVEL II DESIGN
PROFESSIONAL
CERTIFICATION NO.
0000099861, EXPIRES 10/07/25
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2*
1. UNSCARIFIED
2. SCARIFIED
* 1*
* 1*
1*
* INDICATES MARGINAL (BUT PERMISSIBLE) PLANTING DATE
ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED
NOTES
3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT
JUNE THRU OCTOBER
1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536 www.thomasandhutton.com
TYLER M. VAUGHN, P.E.
GSWCC LEVEL II DESIGN
PROFESSIONAL
CERTIFICATION NO.
0000099861, EXPIRES 10/07/25
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| Sheets and Views |
| CO COVER SHEET |
| GN1.1 GENERAL NOTES |
| EX1.1 EXISTING CONDITIONS DEMOLITION PLAN |
| C1.1 LAYOUT AND WATER SYSTEM PLAN |
| C1.2 WATER SYSTEM DETAILS |
| C1.3 WATER SYSTEM DETAILS |
| C2.1 PAVING, GRADING, & DRAINAGE PLAN |
| C2.2 ROAD PROFILES |
| C2.3 PAVING, GRADING, AND DRAINAGE DETAILS |
| C2.4 PAVING, GRADING, AND DRAINAGE DETAILS |
| EC0.1 ES & PC NOTES |
| EC0.2 ES & PC NOTES |
| EC0.3 ES & PC NOTES |
| EC1.1 ES & PC PLAN - INITAL PHASE |
| EC2.1 ES & PC PLAN - INTERMEDIATE & FINAL PHASE |
| EC3.1 ES & PC DETAILS |
| EC3.2 ES & PC DETAILS |
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