22-269 Plans
516 KB Posted
- Attached to
- Buice Road Trail
- Solicitation number
- 22-269
- Issued by
- Fulton County, Georgia
About this file
This file contains engineering plans for the Buice Road Trail project in the City of Johns Creek, Georgia, prepared by Lowe Engineers. The plans depict a mainline trail construction project extending approximately from station 29+60 to station 35+00 along Buice Road, with detailed cross-sections, grading specifications, and infrastructure modifications including an 8-foot sidewalk, gravity walls, and slope construction. The project encompasses removal of existing guardrails and chainlink fencing, installation of orange barrier fencing at construction limits, and environmental sensitive area protections with 25-foot stream buffers. Construction will include gravity wall installation at multiple stations with specific elevation specifications, drainage improvements with existing 18-inch reinforced concrete pipe, and slope maintenance easements. The City of Johns Creek issued a Request for Informal Quotes with a deadline of 2:00 PM on Friday, September 23, 2022, for sealed proposals from qualified firms, with the question deadline established as September 16, 2022 at 5:00 PM through the Georgia Purchasing Group's BidNet online bidding system.
The plans indicate that grading and guardrail removal costs are included in the bid specifications, though specific pricing and budget amounts are not detailed in the engineering documents themselves. The project is subject to Title VI of the Civil Rights Act of 1964 and Title 49 Code of Federal Regulations regarding non-discrimination, with specific provisions ensuring disadvantaged business enterprises receive full opportunity to submit bids. The City of Johns Creek reserves the right to reject any or all bids and award the contract in the best interest of the City. Neil Trust, Purchasing & Contracts Manager, is listed as the contact for the City. The plans were revised as of September 7, 2022, and prepared by Lowe Engineers located at 990 Hammond Drive, Suite 900, Atlanta, Georgia 30328.
Text of this file
MAINLINE PLAN
13-0010
APPROX. L.L.L.
PL
PL
PL
PL
PL
PL
PL
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ'D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
ENG NEERSI
990 HAMMOND DRIVE, SUITE 900, ATLANTA, GA 30328
PHONE 770.857.8400 FAX 770.857.8401
SCALE IN FEET
0 60 120
REVISION DATES
9/7/2022 glam
LOWE ENGINEERS
gplotborder-V8i-PO.tbl
19-0019_13-0010.dgn
Design File and Plot Substitution information
11:56:28 AM
GPLN10/23/2015
DRAWING No.
CITY OF JOHNS CREEK
BUICE ROAD TRAIL
EXIST. %
2:1
8'-0"
VARIES
0'-6" TO 4'-0"
SHOULDER
STA. 32+00.00 TO 34+50.70
APPLIES FROM
TS-1
2:1
2' GRASS DITCH
SEE SHEET 31-0001
EDGE OF
TRAVEL WAY
VARIES
5'-6" TO
9'-0"
(SEE PLAN FOR LOCATION)
GRAVITY WALL
EXIST TRAIL
E X I S T
C H A I N
L I N K
F E N C E
TO STA 35+00
FROM STA 29+60
TO BE REMOVED
EXIST GUARDRAIL
GRADING COMPLETE
INCLUDED IN THE BID COSTS FOR
- COST OF REMOVAL OF GUARDRAIL WILL BE
NOTE:
CP# 14
BUICE ROAD BUICE ROAD
N
L I
N K
R
O A
D
CP# 10
REMOVE TYPE 1 ANCHOR
TP 12A ANCHOR
REMOVE EXIST
REMOVE EXIST GUARDRAIL
REMOVE EXIST GUARDRAIL
8' SIDEWALK
BARBED WIRE
CHAINLINK FENCE WITH
EXIST 10' HIGH GALVANIZED
BARBED WIRE
CHAINLINK FENCE WITH
EXIST 10' HIGH GALVANIZED
EXIST 2' GRASS DITCH
8' SIDEWALK
DB 10985 PG 273
0 BUICE ROAD
FULTON COUNTY
DB 10985 PG 273
0 BUICE ROAD
FULTON COUNTY
PB 104 PG 109
DB 33404 PG 308
9915 BUICE ROAD
& TERI A SCHMIDT
WILLIAM N SCHMIDT
PB 104 PG 109
DB 44517 PG 373
500 N. LINK ROAD
SANDRA F HUNTER
PB 104 PG 109
DB 48763 PG 129
9945 BUICE ROAD
VINCENT P NESTOR
PB 104 PG 109
0 BUICE ROAD
& CONNIE M JONES
ROBERT G JONES JR
DB 6894 PG 394
9975 BUICE ROAD
& CONNIE M JONES
ROBERT G JONES JR
DB 11412 PG 323
0 AUTRY MILL ROAD
CITY OF ATLANTA
NO DB INFO AVAILABLE
10060 BUICE ROAD
FULTON COUNTY
LL147
LL147
LL174
21.90' RT
STA 34+54.57
GA STD 9031L
END WALL
20.67' RT
STA 32+81.82
20.67' RT
STA 32+63.39
20.67' RT
STA 32+00.00
GA STD 9031L
BEGIN WALL
EXIST 2' GRASS DITCH
EXIST 2' GRASS DITCH
STA 32+63
END 2' GRASS DITCH
STA 31+75
BEGIN 2' GRASS DITCH 20.67'RT
STA 34+36.33
EXIST R/W EXIST R/W EXIST R/W EXIST R/W
EXIST R/W
E X I S T
R
W
EXIST R/WEXIST R/W EXIST R/W
E X I S T
R
W
FENCE
C
F
D P
C F L
8 FT FENCE8 FT FENCE
C F L
8 FT FENCE 8 FT FENCE
F T
F E N C E
S T O
ESA 25'
STREAM BUFFER
ESA 25' STREAM BUFFER
OR R/W (TYP.)
EXIST ESMT
EXIST SIDEWALK (TYP.)
S T
A
T
O
S T
A
R
O S S
S E
C T I
O N S
-80 -70
-80 -70 0 10 20 30 40 50 60 70 80-10-20-30-40-50-60
29+50
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60
29+75
10701040
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
30+00
10701040
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
30+25
10701040
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
30+50
10701040
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
30+75
10601040
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
31+00
10601030
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
31+25
10601030
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
31+50
10601030
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
31+75
.7
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SEE GA STD 9031L (TYP)
GRAVITY WALL
OR R/W (TYP.)
EXIST ESMT
EXIST SIDEWALK (TYP.)
S T
A
T
O
S T
A
O S S
S E
C T I
O
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
32+00
10601030
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
32+25
10501020
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
32+50
10501020
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
32+75
10501020
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
33+00
10501020
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
33+25
10501020
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
33+50
10501020
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
33+75
10501010
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
34+00
.7
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2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
.6
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.1
2:1
2:1
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R O A D
T R A I L g p l o t b o r d e r
V i P
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P
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S U
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SEE GA STD 9031L (TYP)
GRAVITY WALL
OR R/W (TYP.)
EXIST ESMT
EXIST SIDEWALK (TYP.)
S T
A
T
O
S T
A
O S S
S E
C T I
O
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
34+25
10501010
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
34+50
10401010
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
34+75
10401010
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
35+00
.0
.1
.0
.0
2.0%
2.0%
B U I C E
R O A D
T R A I L g p l o t b o r d e r
V i P
O t b l d g n
P
M g l a m
S U
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N
R E V I S I O N
D A T E S
D R
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D
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31-0001
WALL ENVELOPE PLAN
APPROX. L.L.L.
PL
PL
PL
PL
PL
PL
PL
0+00
1050 1050
3+002+001+00
O S
T
S T
A
G A
S T
D
L
E
A V I
Y
W
L L
BOTTOM OF WALL=1032.26
BOTTOM OF WALL=1035.60
BOTTOM OF WALL=1038.47
BOTTOM OF WALL=1040.50
BOTTOM OF WALL=1041.42
O S
S T
A
G A
S T
D
L
B E
G
A V I
Y
L L
EXISTING GRADE
TOP OF THE WALL
BOTTOM OF WALL
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
LIMIT OF ACCESS
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
REQ'D R/W & LIMIT OF ACCESS
(SEE ERIT TABLE)
ESA - ENV. SENSITIVE AREA
ENG NEERSI
990 HAMMOND DRIVE, SUITE 900, ATLANTA, GA 30328
PHONE 770.857.8400 FAX 770.857.8401
REVISION DATES
9/7/2022 glam
LOWE ENGINEERS
gplotborder-V8i-PO.tbl
19-0019WALL.dgn
Design File and Plot Substitution information
12:33:09 PM
GPLN10/23/2015
DRAWING No.
CITY OF JOHNS CREEK
BUICE ROAD TRAIL
VERTICAL SCALE IN FEET
0 12 24
HORIZONTAL SCALE IN FEET
0 60 120
21.90' RT
STA 34+54.57
GA STD 9031L
END WALL
20.67' RT
STA 32+00.00
GA STD 9031L
BEGIN WALL
20.67'RT
STA 34+36.33
TOP OF WALL=1033.06
BOTTOM OF WALL=1032.48
TOP OF WALL=1045.19
BOTTOM OF WALL=1042.47 TOP OF WALL=1039.05
BOTTOM OF WALL=1036.78
EXIST 18" RCP
GRADING COMPLETE
INCLUDED IN THE BID COSTS FOR
- COST OF REMOVAL OF GUARDRAIL WILL BE
NOTE:
BUICE ROAD BUICE ROAD
N
L I
N K
R
O A
D
8' SIDEWALK
8' SIDEWALK
21.90' RT
STA 34+54.57
GA STD 9031L
END WALL
20.67' RT
STA 32+81.82
20.67' RT
STA 32+63.39
20.67' RT
STA 32+00.00
GA STD 9031L
BEGIN WALL
20.67'RT
STA 34+36.33
FENCE
C F L
8 FT FENCE8 FT FENCE
C F L
8 FT FENCE 8 FT FENCE
F T
F E N C E
S T O
EXIST R/W EXIST R/W EXIST R/W EXIST R/W
EXIST R/W
E X I S T
R
W
EXIST R/WEXIST R/W EXIST R/W
E X I S T
R
Other files
| File | Type | Posted |
|---|---|---|
| 22-269 Addendum #2 Bid Packet | — | |
| Award Information | — | |
| 22-269 Bid Packet-Do not use | — | |
| 22-269 NOIA | — | |
| 22-269 Bids | — |
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