ITB 2025_400 _ Intersection Improvement _ E M.pdf
PDF 4 MB Posted
- Solicitation number
- PE-67550-NONST-2025-000000006
- Issued by
- Henry County, Georgia
About this file
The documents represent a construction project invitation to bid (ITB) for the City of Hampton, located in Henry County, Georgia, focusing on intersection improvements at E. Main St. N. and Elm St. The project involves comprehensive roadway and infrastructure upgrades, including the installation of new asphalt pavement, concrete and brick sidewalks, ADA-compliant handicap ramps, crosswalks, striping, and landscaping. The site plan shows 20 regular parking spaces and 1 ADA handicap parking space, with specific details on road right-of-way, property lines, and existing infrastructure. The project is designed by Pond & Company and is currently in the project submittal stage, with a project number of 1240551.
The construction documents provide detailed technical specifications for various elements, including pavement types (standard duty asphalt), sidewalk configurations (concrete and brick), permeable paving, and wheelchair ramp designs. The grading and drainage plan indicates careful consideration of site elevations, with notes specifying maximum slope requirements (2% for ADA compliance) and instructions for matching existing elevations. The project appears to be funded through municipal infrastructure improvement budgets, with design and engineering work completed to support urban infrastructure enhancement in the Hampton area. The documents suggest a comprehensive approach to intersection redesign that prioritizes accessibility, traffic flow, and aesthetic improvements.
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Other files
| File | Type | Posted |
|---|---|---|
| Hampton _ Elm Street Parking _ Contract Docs .pdf |
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Text version
9'
R 39'
R5'
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5'5'5'
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R5
R45'
R12'
R1 8'
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R10'
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SHEET NUMBER
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DATE:
SHEET TITLE
DRAWING ISSUE
DPR SEAL
CLIENT INFORMATION
3500 Parkway Lane Suite 500
Peachtree Corners Georgia 30092
ORIGINAL SHEET SIZE:
24" X 36"
PROJECT NAME
3 4 5
C
B
A
PROJECT SUBMITTAL STAGE
02/19/2025
PROJECT #
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1240551
E. MAIN ST. N.
AND
ELM ST.
INTERSECTION
IMPROVEMENTS
CITY OF HAMPTON
LAND LOT 249, 6TH DISTRICT
CITY OF HAMPTON,
HENRY COUNTY, GA
Copyright © 2024 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.
17 E MAIN STREET SOUTH
P.O. BOX 400
P.P. HAMPTON, GA 30228
R
EV
C
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O M
M
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SITE
PLAN
CS100
PC
PC
CQ
CQ
SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE PLAN
Know what'sbelow.
before you dig.Call Dial 811 Or Call 800-282-7411
LEGEND:
PEDESTRIAN BRICK PAVING - DETAIL C1/C-501
PERMEABLE PAVERS - DETAIL C3/C-501
PROPOSED ASPHALT PAVEMENT - DETAIL B4/C-501
GENERAL SHEET NOTES
1. EXISTING TOPOGRAPHY WAS NOT PROVIDED IN THE SURVEY.
CONTRACTOR TO MATCH TO EXISTING ELEVATIONS.
2. MAXIMUM SLOPE OF 2% WHEN NECESSARY.
3. 2% SLOPE FOR ADA.
4. CURB SHALL FOLLOWS SLOPE REQUIRED TO MEET RAMP.
SHEET KEYNOTES
1. ASPHALT PAVEMENT - DETAIL B4/C-501.
2. CLEANLY TIE TO EXISTING PAVEMENT.
3. CLEANLY TIE INTO EXISTING CURB AND GUTTER.
4. EXISTING ADA RAMP TO BE ALIGNED WITH PROPOSED
CROSSWALK.
5. LANDSCAPE ISLAND.
6. 5' BRICK SIDEWALK (TYP) - DETAIL C1/C-501. CONTRACTOR TO
MAINTAIN A MAXIMUM 2% CROSS SLOPE.
7. MATCH EXISTING SIDEWALK (CLEANLY TIE TO EXISTING).
8. 8' CROSSWALK PER GDOT STD T11A. (TYP)
9. TYPE A HANDICAP RAMP - DETAIL A1/C-501.
10. DETECTABLE WARNING STRIP.
11. 24" CURB AND GUTTER. (TYP)
12. 24" STOP BAR. (TYP)
13. WHEEL STOP.
14. ADA HANDICAP PARKING SPACES. CONTRACTOR TO MAINTAIN A
MAXIMUM 2% CROSS-SLOPE AND OTHER REQUIRED SLOPES ER
ADA STANDARDS.
15. ADA AERIAL HANDICAP PARKING SIGN.
16. 5' CONCRETE SIDEWALK (TYP) - DETAIL A3/C-501. CONTRACTOR
TO MAINTAIN A MAXIMUM 2% CROSS SLOPE.
17. EXISTING 30" STOP SIGN (R-1) TO REMAIN- DETAIL A5/C-501.
(TYPICAL)
18. NEW STRIPING (4" WIDE PAINT, TYPICAL)
19. TYPE B HANDICAP RAMP. CONTRACTOR TO MAINTAIN A MINIMUM
OF 2% SLOPE AND MAXIMUM OF 8% SLOPE PER DETAIL A1/C-501
20. 24" CONCRETE RIBBON CURB - DETAIL D1/C-501.
PARKING SPACES SUMMARY:
PROPOSED:
REGULAR PARKING SPACE= 20
ADA H/C PARKING SPACE= 1
TOTAL PROPOSED= 21
PROPERTY LINE
CONCRETE SIDEWALK - DETAIL A3/C-501
XX PARKING COUNT
EAST M
AIN ST. N.
R/W
VARIES
ELM ST.
R/W VARIES
R/W
R /W
PR
O
PE
R
TY
L
IN
E
(T
YP
TO
M
E
AS
O N
D R
R /W
PR
O
PER
TY
LIN
E (TYP.)
2 3
11 11
EXISTING
BUILDING
EDGE OF
EXISTING
PAVEMENT
EXISTING
INGRESS AND
EGRESS
EASEMENT
CONTRACTOR
TO MAINTAIN
EXISTING
LANE WIDTHS
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N/F JPZ LLC DB:11755, PG: 5
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N/F OWENS KELLI DB:12551, PG: 297
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N/F CRUMBLEY PROP. REAL DB:15813, PG: 20
EL:878.05
TOP:877.32
TOP:877.77
TOP:878.54
TOP:878.77
TOP:878.42
TOP:878.77
EL:878.41
EL:878.76
EL:878.75
EL:878.76
EL:876.48 EL:876.48
EL:876.86 EL:876.38
EL:877.82
EL:877.65
EL:877.41
EL:876.81
EL:876.57
TOP:876.88TOP:876.91
TOP:877.19
TOP:879.89
TOP:879.80
TOP:879.44
TOP:879.47
EL:875.96
EL:875.70
M.E.:878.03
M.E.:878.26
M.E.:878.94
M.E.:878.95
TOP:876.37 TOP:876.37
M.E.:876.40 M.E.:876.37 M.E.:875.50
TOP:877.08 TOP:876.47
TOP:876.22
EL:878.16 EL:878.39
TOP:876.77
M.E.:876.71
EL:876.37
M.E.:875.13
EL:878.60
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D
SHEET NUMBER
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DATE:
SHEET TITLE
DRAWING ISSUE
DPR SEAL
CLIENT INFORMATION
3500 Parkway Lane Suite 500
Peachtree Corners Georgia 30092
ORIGINAL SHEET SIZE:
24" X 36"
PROJECT NAME
3 4 5
C
B
A
PROJECT SUBMITTAL STAGE
04/28/2025
PROJECT #
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1240551
E. MAIN ST. N.
AND
ELM ST.
INTERSECTION
IMPROVEMENTS
CITY OF HAMPTON
LAND LOT 249, 6TH DISTRICT
CITY OF HAMPTON,
HENRY COUNTY, GA
Copyright © 2024 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.
17 E MAIN STREET SOUTH
P.O. BOX 400
P.P. HAMPTON, GA 30228
R
EV
C
IT
Y C
O M
M
EN
TS
/1 2/
LEGEND:
EXISTING CONTOUR
SPOT ELEVATION
GENERAL SHEET NOTES
1. EXISTING TOPOGRAPHY WAS NOT PROVIDED IN THE SURVEY.
CONTRACTOR TO MATCH TO EXISTING ELEVATIONS.
2. MAXIMUM SLOPE OF 2% WHEN NECESSARY.
3. 2% SLOPE FOR ADA.
4. CURB SHALL FOLLOWS SLOPE REQUIRED TO MEET RAMP.
5. PAVEMENT MUST TIE FLUSH INTO EXISTING PAVEMENT.
LONGITUDINAL SLOPE. GRADE CONCRETE AREAS, EXCLUDING
PADS, AT 1.5% MIN. ALL OTHER AREAS TO BE GRADED AT 2.0%
MIN.
6. IF A FLAT AREA IS FOUND DURING CONSTRUCTION, GRADE TO
ENSURE POSITIVE DRAINAGE.
7. CONTOURS ARE IN 1' INCREMENTS.
PROPOSED CONTOUR
EL:876.49
ABBREVIATIONS:
EL ELEVATION
M.E. MATCH EXISTING
TOP TOP OF CURB
SCALE: 1" = 20' 0 20' 40' 60'10'A1 GRADING AND DRAINAGE PLAN
GRADING AND
DRAINAGE
PLAN
CG101
PC
PC
CQ
CQ
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
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P
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0/
/2
1 2
D
SHEET NUMBER
SUBMITTED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
DATE:
SHEET TITLE
DRAWING ISSUE
DPR SEAL
CLIENT INFORMATION
3500 Parkway Lane Suite 500
Peachtree Corners Georgia 30092
ORIGINAL SHEET SIZE:
24" X 36"
PROJECT NAME
3 4 5
C
B
A
PROJECT SUBMITTAL STAGE
04/28/2025
PROJECT #
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1240551
E. MAIN ST. N.
AND
ELM ST.
INTERSECTION
IMPROVEMENTS
CITY OF HAMPTON
LAND LOT 249, 6TH DISTRICT
CITY OF HAMPTON,
HENRY COUNTY, GA
Copyright © 2024 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond & Company.
17 E MAIN STREET SOUTH
P.O. BOX 400
P.P. HAMPTON, GA 30228
R
EV
C
IT
Y C
O M
M
EN
TS
/1 2/
CIVIL
CONSTRUCTION
DETAILS
C-501
PC
PC
CQ
CQ
A1 WHEELCHAIR RAMPS DETAIL
NO SCALEC3 BELGARD PERMEABLE PAVING DETAIL
5'
COMPACTED SUBGRADE
1/2" EXPANSION JOINT BETWEEN WALK AND PAVING OR
ADJACENT STRUCTURE
EXPANSION JOINTS @ 50' MAX. SPACING
AND AT JUNCTIONS WITH OTHER
STRUCTURES (I.E. CURBS, FOUNDATIONS,
BUILDINGS, ETC.) AND RIGID PAVING.
EXPANSION JOINT
4" THICK CONCRETE (3000 PSI @ 28 DAYS) FINISHED
GRADE
CONTRACTION JOINT SHALL DIVIDE SIDEWALK INTO
SQUARE PANELS. SPACING OF CONTRACTION JOINTS
SHALL EQUAL THE WIDTH OF THE SIDEWALK.
SIDEWALK CAN BE POURED MONOLITHICALLY WITH
LESNI PAD.
CONTRACTION JOINT
NOTE: NOTE:
1/4" RADIUS
FINISH
PREMOLDED JOINT FILLER
EXTENDING TO BOTTOM
SURFACE OF CONCRETE.
A3 STANDARD SIDEWALK DETAIL
NO SCALENO SCALE
ADJACENT HARDSCAPE, REFER TO PLANS
FLUSH
FILTER FABRIC, TURN UP @ ALL EDGES
1" SAND SETTING BED
POLYMETRIC SAND JOINTS, HAND
SWEPT
REFER TO PLANS FOR PAVER
TYPE, TYP.
4" COMPACTED GAB
12" COMPACTED SUBGRADE, 98% PROCTOR, (TYP).
HARDSCAPE EDGE
CONDITION
C1 PEDESTRIAN BRICK PAVING
NO SCALE
STOP
COLORS: LEGEND — WHITE (RETROREFLECTIVE)
BACKGROUND — RED (RETROREFLECTIVE)
F* F*
D
C
E
C
A
A
A B C D E F
30 .75 10 10 C 5 12.5 36 .875 12 12 C 6 15 48 1.25 16 16 C 8 20
18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10
R1-1
*Reduce spacing 40%
C
STOP
A5 "STOP" SIGN DETAIL
NO SCALE
Plastic or metal edge restraint with 12 " dia x 12" long galv steel anchoring pln Crush Stone infill or equivalent
Belgard Turfstone Staggered Bond Pattern To be painted red by contractor upon installation
B4
STANDARD DUTY ASPHALT
PAVING
NO SCALE
BITUMINOUS TACK COAT
3" 19 MM SUPERPAVE
8" GRADED AGGREGATE BASE
24" COMPACTED SUBGRADE
1 12" 1.2 MM SUPERPAVE
SCALE: N.T.S.D1 RIBBON CURB
8"
24"
TURFSTONE PAVERS
SLOPE
SIDEWALK
REVERSED PITCH
2" CHAMBER(TYP.)
| Sheets and Views |
| CS101 SITE PLAN |
| CG101 GRADING AND DRAINAGE PLAN |
| C-501 CIVIL DETAILS |
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