SR 141 Various Intersections Plans 03_14_2025.pdf
PDF 9 MB Posted
- Solicitation number
- PE-66790-NONST-2025-000000015
- Issued by
- Gwinnett County, Georgia
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| File | Type | Posted |
|---|---|---|
| SR 141 Various Intersections Bid Schedule.pdf | ||
| RFP2025_001 Construction Services_Boring and .pdf |
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Text version
DRAWING NO: 01-0001
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
M
PH
HOLCOMB BRIDGE RD
(45 MPH)
00 500' 1000'
N
PROJECT LOCATIONS
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
SPALDING DR
LOCATION MAP
N
CONSTRUCTION PLANS FOR
SR 141/PEACHTREE PARKWAY @
HOLCOMB BRIDGE RD, WOODHILL DR, JAY BIRD
ALLEY/TECHNOLOGY PKWY, ENGINEERING DR,
SPALDING DR, EVERETT CT/WELLINGTON LAKE DR
CITY OF PEACHTREE CORNERS, GWINNETT COUNTY, GEORGIA
LAND LOTS: 274, 283, 284, 285, 302, AND 318 DISTRICT: 6
FEDERAL ROUTE #N/A STATE ROUTE 141
PREPARED BY: JAMES NGUYEN, PE
CITY OF PEACHTREE CORNERS
310 TECHNOLOGY PARKWAY
PEACHTREE CORNERS, GA 30092
MAIN: (678) 691-1200
PLANS COMPLETED 03-14-2025
REVISIONS
THIS PROJECT HAS BEEN PREPARED USING
PUBLICLY AVAILABLE GIS AND AERIAL PHOTOGRAPHY
THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY
INDICATED THEREBY, WETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO
SUBSECTIONS 102.04.102.05 AND 104.03 OF THE SPECIFICATIONS.
NOTE:
ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,
DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION
WITH THIS DOCUMENT, TO "STATE HIGHWAY DEPARTMENT OF GEORGIA", "STATE
HIGHWAY DEPARTMENT", "GEORGIA STATE HIGHWAY DEPARTMENT", "HIGHWAY
DEPARTMENT", OR "DEPARTMENT" WHEN THE CONTEXT THEREOF MEANS THE
STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN
THE DEPARTMENT OF TRANSPORTATION.
SPALDING DR(45 MPH)
WOODHILL DR
(30 MPH)
TECHNOLOGY PKWY
(30 MPH)
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
M
PH
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
MP
H)
EVERETT CT
(35 MPH)
N
N
REVISION DATES MAINLINE PLAN
SR 141/PEACHTREE PARKWAY @
HOLCOMB BRIDGE ROAD
LIDAR SENSOR INSTALLATION
DRAWING NO: 13-0001
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
M
PH
N/F
STORAGE EQUITIES INC
3265 HOLCOMB BRIDGE RD
PARCEL ID: R6274 025
00 40' 80'
N/F
RI CK2 LLC
6155 PEACHTREE PKWY
PARCEL ID: R6274 003
NOTES
1. LIDAR SENSOR DETAILS ON SHEETS 40-0001 TO 40-0003
2. ANY UTILITY REQUIRING RELOCATION WITHIN GDOT R/W SHALL
MEET GDOT CLEAR ZONE, AND ALL OTHER APPLICABLE
REQUIREMENTS OF THE GDOT UTILITY MANUAL, AT NO COST TO
THE DEPARTMENT
3. ALL ROAD BORES WILL BE DIRECTIONAL BORE AT A MINIMUM
DEPTH OF 48"
4. NEW POLE IS 35-FT COMPOSITE TOWER (~9.8" DIAMETER, WT:
~240 LBS; 30 FT ABOVE GROUND AND 5 FT BELOW) - BLACK
5. LIDAR SENSOR TO BE INSTALLED BY OTHERS.
6. WRAPPED TRAFFIC CABINET PROVIDED BY OTHERS.
N
NOT TO SCALE
ATTACHMENT DETAIL1
MOUNTING STRAP
NOTE 2
BRACE
INSTALL NEW LIDAR SENSOR ON 4 NEW
35-FT COMPOSITE TOWER POLES (TYP.)
SEE DETAIL 1 ON SHEET 13-0001
DIRECTIONALLY BORE 2 - 2 INCH CONDUIT
FOR CAT 6 CABLE (TYP.)
HOLCOMB BRIDGE ROAD
(45 MPH)
INSTALL NEW WRAPPED TRAFFIC CABINET
ON CONCRETE BOX PAD
WOODHILL DR
LIDAR SENSOR INSTALLATION
DRAWING NO: 13-0002
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
MP
H)
N/F
CHICK-FIL-A INC
6105 PEACHTREE PKWY
PARCEL ID: R6283 109
00 40' 80'
N/F
6073 PROPERTIES LLC
6073 PEACHTREE PKWY
PARCEL ID: R6283 034
NOTES
1. LIDAR SENSOR DETAILS ON SHEETS 40-0001 TO 40-0003
2. ANY UTILITY REQUIRING RELOCATION WITHIN GDOT R/W SHALL
MEET GDOT CLEAR ZONE, AND ALL OTHER APPLICABLE
REQUIREMENTS OF THE GDOT UTILITY MANUAL, AT NO COST TO
THE DEPARTMENT
3. ALL ROAD BORES WILL BE DIRECTIONAL BORE AT A MINIMUM
DEPTH OF 48"
4. NEW POLE IS 35-FT COMPOSITE TOWER (~9.8" DIAMETER, WT:
~240 LBS; 30 FT ABOVE GROUND AND 5 FT BELOW) - BLACK
5. LIDAR SENSOR TO BE INSTALLED BY OTHERS.
6. WRAPPED TRAFFIC CABINET PROVIDED BY OTHERS.
N
NOT TO SCALE
ATTACHMENT DETAIL1
MOUNTING STRAP
NOTE 2
BRACE
INSTALL NEW LIDAR SENSOR ON 4 NEW
35-FT COMPOSITE TOWER POLES (TYP.)
SEE DETAIL 1 ON SHEET 13-0002
DIRECTIONALLY BORE 2 - 2 INCH CONDUIT
FOR CAT 6 CABLE (TYP.)
WOODHILL DRIVE(30 MPH)
INSTALL NEW WRAPPED TRAFFIC CABINET
ON CONCRETE BOX PAD
N/F
PEACHTREE SQUARE HOLDINGS LLC
3200 HOLCOMB BRIDGE RD
PARCEL ID: R6274 078
N/F
PEACHTREE SQUARE HOLDINGS LLC
3200 HOLCOMB BRIDGE RD
PARCEL ID: R6274 077
N/F
DAYTON HUDSON CORP
3200 PEACHTREE IND BLVD
PARCEL ID: R6274 029
N/F
PEACHTREE SQUARE HOLDINGS LLC
6050 PEACHTREE PKWY
PARCEL ID: R6274 051
SR 141/PEACHTREE PARKWAY @ JAY
BIRD ALLEY/TECHNOLOGY PARKWAY
LIDAR SENSOR INSTALLATION
DRAWING NO: 13-0003
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
MP
H)
N/F
SPOKE PTC OWNER LP
450 TECHNOLOGY PKWY
PARCEL ID: R6284 052
00 40' 80'
N/F
SVC WARAMAUG PEACHTREE LLC
475 TECHNOLOGY PKWY
PARCEL ID: R6284 045
NOTES
1. LIDAR SENSOR DETAILS ON SHEETS 40-0001 TO 40-0003
2. ANY UTILITY REQUIRING RELOCATION WITHIN GDOT R/W SHALL
MEET GDOT CLEAR ZONE, AND ALL OTHER APPLICABLE
REQUIREMENTS OF THE GDOT UTILITY MANUAL, AT NO COST TO
THE DEPARTMENT
3. ALL ROAD BORES WILL BE DIRECTIONAL BORE AT A MINIMUM
DEPTH OF 48"
4. NEW POLE IS 35-FT COMPOSITE TOWER (~9.8" DIAMETER, WT:
~240 LBS; 30 FT ABOVE GROUND AND 5 FT BELOW) - BLACK
5. LIDAR SENSOR TO BE INSTALLED BY OTHERS.
6. WRAPPED TRAFFIC CABINET PROVIDED BY OTHERS.
N
NOT TO SCALE
ATTACHMENT DETAIL1
MOUNTING STRAP
NOTE 2
BRACE
INSTALL NEW LIDAR SENSOR ON 4 NEW
35-FT COMPOSITE TOWER POLES (TYP.)
SEE DETAIL 1 ON SHEET 13-0003
DIRECTIONALLY BORE 2 - 2 INCH CONDUIT
FOR CAT 6 CABLE (TYP.)
JAY BIRD ALLEY
(40 MPH)
INSTALL NEW WRAPPED TRAFFIC CABINET
ON CONCRETE BOX PAD
TECHNOLOGY PARKWAY
(30MPH)
ENGINEERING DRIVE
LIDAR SENSOR INSTALLATION
DRAWING NO: 13-0004
SR
1/
PE
ACHTR
EE
PA
RKW
AY
(45 M
PH
N/F
CFW&S INVESTMENTS LLC
5730 PEACHTREE PKWY
PARCEL ID: R6284 430
00 40' 80'
N/F
CITY OF PEACHTREE CORNERS
- ENGINEERING DRIVE
PARCEL ID: R6284 015
NOTES
1. LIDAR SENSOR DETAILS ON SHEETS 40-0001 TO 40-0003
2. ANY UTILITY REQUIRING RELOCATION WITHIN GDOT R/W SHALL
MEET GDOT CLEAR ZONE, AND ALL OTHER APPLICABLE
REQUIREMENTS OF THE GDOT UTILITY MANUAL, AT NO COST TO
THE DEPARTMENT
3. ALL ROAD BORES WILL BE DIRECTIONAL BORE AT A MINIMUM
DEPTH OF 48"
4. NEW POLE IS 35-FT COMPOSITE TOWER (~9.8" DIAMETER, WT:
~240 LBS; 30 FT ABOVE GROUND AND 5 FT BELOW) - BLACK
5. LIDAR SENSOR TO BE INSTALLED BY OTHERS.
6. WRAPPED TRAFFIC CABINET PROVIDED BY OTHERS.
N
NOT TO SCALE
ATTACHMENT DETAIL1
MOUNTING STRAP
NOTE 2
BRACE
INSTALL NEW LIDAR SENSOR ON 4 NEW
35-FT COMPOSITE TOWER POLES (TYP.)
SEE DETAIL 1 ON SHEET 13-0004
DIRECTIONALLY BORE 2 - 2 INCH CONDUIT
FOR CAT 6 CABLE (TYP.)
ENGINEERING DRIVE
(35 MPH)
INSTALL NEW WRAPPED TRAFFIC CABINET
ON CONCRETE BOX PAD
N/F
CCP 5707 PEACHTREE LLC
5707 PEACHTREE PKWY
PARCEL ID: R6284 066
SPALDING DRIVE
LIDAR SENSOR INSTALLATION
DRAWING NO: 13-0005
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
M
PH
N/F
SPALDING COMMERCIAL PROPERTIES LLC
5500 SPALDING DR
PARCEL ID: R6302 011
00 40' 80'
N/F
5515 SPALDING LLC
5515 SPALDING DR
PARCEL ID: R6302 121
NOTES
1. LIDAR SENSOR DETAILS ON SHEETS 40-0001 TO 40-0003
2. ANY UTILITY REQUIRING RELOCATION WITHIN GDOT R/W SHALL
MEET GDOT CLEAR ZONE, AND ALL OTHER APPLICABLE
REQUIREMENTS OF THE GDOT UTILITY MANUAL, AT NO COST TO
THE DEPARTMENT
3. ALL ROAD BORES WILL BE DIRECTIONAL BORE AT A MINIMUM
DEPTH OF 48"
4. NEW POLE IS 35-FT COMPOSITE TOWER (~9.8" DIAMETER, WT:
~240 LBS; 30 FT ABOVE GROUND AND 5 FT BELOW) - BLACK
5. LIDAR SENSOR TO BE INSTALLED BY OTHERS.
6. WRAPPED TRAFFIC CABINET PROVIDED BY OTHERS.
N
NOT TO SCALE
ATTACHMENT DETAIL1
MOUNTING STRAP
NOTE 2
BRACE
INSTALL NEW LIDAR SENSOR ON 4 NEW
35-FT COMPOSITE TOWER POLES (TYP.)
SEE DETAIL 1 ON SHEET 13-0005
DIRECTIONALLY BORE 2 - 2 INCH CONDUIT
FOR CAT 6 CABLE (TYP.)
SPALDING DRIVE(40 MPH)
INSTALL NEW WRAPPED TRAFFIC CABINET
ON CONCRETE BOX PAD
N/F
GWINNETT FED S & L ASSOC
5500 PEACHTREE PKWY
PARCEL ID: R6285 065
EVERETT CT/WELLINGTON LAKE DR
LIDAR SENSOR INSTALLATION
DRAWING NO: 13-0006
SR
/P
EA
CH
TR
EE
P
AR
KW
AY
(4
MP
H)
N/F HOBGOOD HAL W Jr
3990 WELLINGTON MIST PL
PARCEL ID: R6318 241
00 40' 80'
N/F
WELLINGTON LAKE HOMEOWNERS
4081 WELLINGTON LAKE DR
PARCEL ID: R6318 272
NOTES
1. LIDAR SENSOR DETAILS ON SHEETS 40-0001 TO 40-0003
2. ANY UTILITY REQUIRING RELOCATION WITHIN GDOT R/W SHALL
MEET GDOT CLEAR ZONE, AND ALL OTHER APPLICABLE
REQUIREMENTS OF THE GDOT UTILITY MANUAL, AT NO COST TO
THE DEPARTMENT
3. ALL ROAD BORES WILL BE DIRECTIONAL BORE AT A MINIMUM
DEPTH OF 48"
4. NEW POLE IS 35-FT COMPOSITE TOWER (~9.8" DIAMETER, WT:
~240 LBS; 30 FT ABOVE GROUND AND 5 FT BELOW) - BLACK
5. LIDAR SENSOR TO BE INSTALLED BY OTHERS.
6. WRAPPED TRAFFIC CABINET PROVIDED BY OTHERS.
N
NOT TO SCALE
ATTACHMENT DETAIL1
MOUNTING STRAP
NOTE 2
BRACE
INSTALL NEW LIDAR SENSOR ON 4 NEW
35-FT COMPOSITE TOWER POLES (TYP.)
SEE DETAIL 1 ON SHEET 13-0006
DIRECTIONALLY BORE 2 - 2 INCH CONDUIT
FOR CAT 6 CABLE (TYP.)
WELLINGTON LAKE DR
(25 MPH)
INSTALL NEW WRAPPED TRAFFIC CABINET
ON CONCRETE BOX PAD
EVERETT CT
(25 MPH)
N/F
DEBOW STEPHAN DANIEL
4000 WELLINGTON MIST PL
PARCEL ID: R6318 242
N/F
STEEP CHERYL JOY
4032 EVERETT CT
PARCEL ID: R6318 146
N/F
KELLY MATTHEW J
4043 EVERETT CT
PARCEL ID: R6318 119
| Sheets and Views |
| 01-0001 |
| SR 141 6 Intersections CAD-13-0006.pdf |
| Sheets and Views |
| 13-0006 |
| SR 141 6 Intersections CAD-13-0005.pdf |
| Sheets and Views |
| 13-0005 |
| SR 141 6 Intersections CAD-13-0004.pdf |
| Sheets and Views |
| 13-0004 |
| SR 141 6 Intersections CAD-13-0003.pdf |
| Sheets and Views |
| 13-0003 |
| SR 141 6 Intersections CAD-13-0002.pdf |
| Sheets and Views |
| 13-0002 |
| SR 141 6 Intersections CAD-13-0001.pdf |
| Sheets and Views |
| 13-0001 |
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