24-06 ADD 1 EXH 1.pdf
PDF 5 MB Posted
- Solicitation number
- 24-06
- Issued by
- Clayton County, Georgia
About this file
Based on the civil engineering documents provided, this is a comprehensive set of construction plans for a fueling station facility project for Clayton County, Georgia, located at 112 Smith Street in Jonesboro. The project involves constructing a new fueling facility with multiple phases, including a fuel support building, underground fuel storage tanks, dispensers for diesel and gasoline, service islands, a future salt barn pad, and associated infrastructure such as storm drainage, sanitary sewer, utilities, and site grading.
The site plans indicate a complex multi-phase development with approximately 66,120 square feet of total area, divided into a Phase 1 fueling facility area (33,742 sf impervious, 32,379 sf pervious) and a Phase 2 salt barn area (20,092 sf impervious, 29,716 sf pervious). The project includes regrading an existing detention pond, installing new underground utilities, concrete and asphalt pavements, a perimeter fence, and various site amenities like service islands, a trench drain, and a wash rack. The engineering documents suggest the project is in the permit stage, with detailed civil, grading, drainage, utility, and structural plans prepared by Pond & Company for Curtin Realty & Investments LLC.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFP 24-06.pdf | ||
| 24-06 ADD 1.pdf | ||
| 24-06 ADD 2 EXH 1.pdf | ||
| 24-06 ADD 2.pdf | ||
| Proposal Cost Form Final.xlsx | XLSX spreadsheet |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CLAYTON CO GEORGIA
112 SMITH STREET
JONESBORO, GA 30236
CURTIN REALTY &
INVESTMENTS LLC
11900 GOODRICH DRIVE
CHARLOTTE, NC 28273
3119 ASSOCIATES LLC
PO BOX 27608
RALEIGH, NC 27611
SSSSSCO
SS
SS
SS
CO
C O
SS
SS
SS
SS
SS
CO
SS
SS
SS
C O
C O
C O
C O
C O C O
C O
C O
CO CO CO
D
D
D
CO
D
D
DD
CO
WI A-3.1
TOP=883.62
DWCB A-2A
THR=882.87
SWCB A-1
THR=882.30
WI A-4
TOP=879.80
WI A-2
TOP=879.16
WI A-3
TOP=879.13
DI A-5
TOP=878.25
DI A-1.1
TOP=878.13
DI A-1.2
TOP=878.10
JB B-0
OCS B-1
HW A-0
18" HDPE
48" R
CP
24" HDPE
7 886
872.7
890891
893894
18" HDPE
8"
H D
PE 883
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
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 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
876877878879 881882883884
8 87 9 88
1 88 2 88 3 88
877.2
877.3
873.2
873.0
872.4
871.5
873.4
873.5
876.8
877.8
878.2
880.5
879.6
874 875 876 877 878 879
884883
874 876
878 879
FI
LE
N
AM
E:
X
:\F Y2
0\
3\
.C
AD
B
IM
\0 4.
.C
AD
\C
-1
.d w g
PL
O
TT
ED
: T hu rs da y, A pr il
, 2
FI
LE
N
AM
E:
X :\F
Y2 0\
3\
.C
AD
B
IM
\0
4.
.C
AD
\C -1
.d w g
PL
O
TT
ED
: T hu rs da y, A pr il
, 2
1 2 3 4 5
A
B
C
D
SHEET ID
P ar kw ay
L an e, S ui te
Pe ac ht re e C or ne rs , G
A
Ph on e (6
) 3
-7
Fa x
(6
) 3
-7
SI
ZE
AN
SI
D
FI
LE
N
AM
E:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
C O
N
TR
AC
T
N O
FI
LE
N U
N
BE
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D
AT
E D
ES
C
R
IP
TI
O
N M
AR
K
ISSUED FOR PERMIT
FU
EL
IN
G
S
TA
TI
O
N F
AC
IL
IT
Y
FU
EL
IN
G
F
AC
IL
IT
Y O
FF
IC
E
BU
IL
D
IN
G
C
LA
YT
O
N C
O U
N
TY
C
LA
YT
O
N C
O U
N
TY
JO
B
N O
. 1
/2
5/
/2
5/
IS
SU
ED
F O
R P
ER
M
IT
SCALE: 1" = 30' 0 15' 30' 60' 90'A1 GRADING AND DRAINAGE PLAN
GRADING AND DRAINAGE NOTES:
1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGENDS, AND ABBREVIATIONS.
2. THE CONTRACTOR SHALL COORDINATE THE GRADING
OPERATIONS WITH ALL UTILITIES TO BE INSTALLED.
MINIMUM REQUIRED COVER SHALL BE PROVIDED
OVER ALL EXISTING AND PROPOSED UTILITIES IN
AREAS WHERE EITHER EXCAVATION OR FILL IS
PROPOSED.
3. EXISTING AND NEW MANHOLE RIMS SHALL BE RAISED
OR LOWERED TO MATCH PROPOSED GRADES.
4. NEW PAVEMENT SHALL TIE FLUSH INTO EXISTING
PAVEMENT. NEW ASPHALT PAVEMENT SHALL HAVE A
MINIMUM SLOPE OF 1.5%. NEW CONCRETE PAVEMENT,
CONCRETE GUTTERS, AND DRAINAGE PATHS SHALL
HAVE A MINIMUM SLOPE OF 0.5%.
5. UNLESS OTHERWISE NOTED ALL SPOT ELEVATIONS
ARE TO EDGE OF PAVEMENT OR TO BOTTOM OF CURB.
6. ENSURE POSITIVE DRAINAGE TO DRAINAGE
STRUCTURES. NO PONDING OF WATER SHALL OCCUR.
7. CONTOURS ARE IN 1' INCREMENTS.
8. CUT AND FILL SLOPES SHALL NOT EXCEED 2H:1V.
9. FOR ADDITIONAL SPOT ELEVATIONS IN THE
CONTAINMENT AREA AND AROUND THE BUILDING, SEE
SHEET C-122 ENLARGED GRADING AND DRAINAGE
PLAN.
10. SEE A1/C-504 FOR HDPE PIPE BEDDING DETAIL.
11. EXISTING DETENTION POND CONTOURS AND
DRAINPIPE HEADWALL LOCATIONS OUTSIDE OF THE
SURVEY LIMITS ARE APPROXIMATE ONLY AND BASED
ON AS-BUILT DRAWINGS PROVIDED BY CLAYTON
COUNTY.
12. SEE SHEETS C-200 AND C-201 FOR STORM DRAINAGE
PIPE PROFILES.
KEYNOTES:
1. FILL WITH GROUT EXISTING WEIRS AND ORIFICES AND
CONVERT EXISTING OUTLET CONTROL STRUCTURE
(OCS) TO JUNCTION BOX
2. EXISTING 48" RCP STORM PIPE
3. HDPE STORM DRAIN PIPE (TYP)
4. 6" DIP CONTAINMENT STORM PIPE (TYP)
5. PVC ROOF DRAIN STORM PIPE (TYP)
6. 3H:1V SLOPE
7. 14" THICK, 6" NOMINAL RIPRAP COBBLES PLACED OVER
A 12 OZ. WOVEN GEOTEXTILE - SEE OUTLET
PROTECTION DETAIL A1/C-742 IN EROSION CONTROL
PLANS.
8. NEW OUTLET CONTROL STRUCTURE. SEE DETAIL
A1/C-506.
9. PROTECT EXISTING STORM DRAINPIPES. REPLACE IN
KIND OUTLET PROTECTION AS NEEDED TO
ACCOMPLISH GRADING.
10. NEW PERIMETER FENCE AND GATE
FUEL SUPPORT BLDG
FFE: 880.106
SHEET LEGEND
CLEANOUT - SEE DETAIL C4/C-505
DOUBLE WING CATCH BASIN (DWCB) - SEE DETAIL
A1/C-510
SINGLE WING CATCH BASIN (SWCB) - SEE DETAIL
A1/C-509
POST INDICATOR VALVE (PIV) - SEE DETAIL A4/C-505
MANHOLE (MH) - SEE DETAIL A1/C-505
WEIR INLET (WI) - SEE DETAIL A1/C-507 "TYPE C
WITH WEIR"
DROP INLET (DI) - SEE DETAIL A1/C-507 "TYPE C"
HEADWALL (HW) - SEE DETAIL A1/C-511
FLOW ARROW
FLOW PATH
PROPOSED CONTOURS
EXISTING CONTOURS
PROPOSED SPOT ELEVATION
STANDARD 24" CURB & GUTTER - SEE DETAIL
C1/C-502
REVERSE PITCH 24" CURB & GUTTER - SEE DETAIL
C2/C-502
5' TALL PVC-COATED CHAIN LINK FENCE
905.66
CO
D
-2.5%
POST WAY
PR
IV
AT
E
RO
AD
GRADED PAD FOR FUTURE
SALT BARN
DETENTION POND
POND VOLUMES ABOVE MICRO POOL
PROVIDED
VOLUME WQ CP 25-YR
STORM
100-YR
STORM
ELEVATION (FT) 883 873.05 873.35 877.19 878.25
VOLUME (CF) 783,117 5,068
18,907
(INCLUDES WQ
VOLUME)
262,075 346,599
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
B.
S
C O
G G
IN
B.
S
C O
G G
IN
K.
U
SS
ER
Y
S.
S
AB
H
ER
W
AL
C -1
.d w g
C-121
PS-1 PS-2
IMPERVIOUS AREA (SF)
PERVIOUS AREA (SF)
TOTAL AREA (SF)
PS-1= PHASE 1 AREA FUELING FACILITY
PS-2= PHASE 2 AREA SALT BARN
33742 20092 32379 29716 66120 49808
AutoCAD SHX Text R https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177138 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177107 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177126 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177136 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177142 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177133 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177128 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177128 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177123 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177112 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177112 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177101
F I L E
N
A M
E
X
F
Y C
D
B
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
P a r k w a y
L a n e
S u i t e
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C T
O
F I
U N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
R
CONCRETE JOINT NOTES:
1. PROVIDE EXPANSION JOINTS ADJACENT TO ALL STRUCTURES, CURB, AND FEATURES
WHICH PROJECT THROUGH OR AGAINST THE PAVEMENT.
2. PROVIDE CONTRACTION JOINTS AT A SPACING NO GREATER THAN 1.5 TIMES THE
PAVEMENT WIDTH OR A MAXIMUM OF 15 FEET. ADDITIONAL CONTRACTION JOINTS TO
BE LOCATED AT DRAIN INLETS, PIPE SUPPORTS, EXISTING STRUCTURES, ETC. TO
MAINTAIN MAXIMUM 1.25:1 LENGTH TO WIDTH JOINT PATTERN.
3. ALL JOINTS SHALL BE SEALED WITH WATER AND FUEL RESISTANT JOINT SEALANT.
4. JOINTS SHALL BE SAWED AS INDICATED.
5. TOP OF SEAL SHALL BE BELOW THE PAVEMENT SURFACE AS SPECIFIED. IN AREAS
TO BE GROOVED, THE JOINT SEAL SHALL BE RECESSED BELOW THE DEPTH OF THE
GROOVES.
6. IF PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR, A
CONSTRUCTION JOINT SHALL BE USED.
7. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S SPECIFICATIONS.
(EXCEPT AS NOTED ON PLANS AND IN SPECIFICATIONS.)
8. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD
POURED SEALANT AND SLIGHTLY OVERSIZED TO PREVENT MOVEMENT DURING THE
JOINT SEALANT OPERATION.
9. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F. SEE TYPICAL SECTIONS
FOR PAVEMENT THICKNESS.
10. ALL REINFORCEMENT SHALL BE FREE FROM LOOSE, FLAKY RUST, LOOSE SCALE, OIL,
GREASE, MUD, OR OTHER COATINGS THAT MIGHT REDUCE THE BOND WITH
CONCRETE.
11. "T" = THICKNESS OF NEW CONCRETE PAVEMENT. EXISTING CONCRETE MAY BE
THICKER THAN NEW CONCRETE. SAWCUT FULL-DEPTH VERTICAL FACE IN EXISTING
CONCRETE WHERE NEW CONCRETE IS PLANNED.
12. IF CONTRACTOR ELECTS TO PAVE DOUBLE LANES, THE DOWEL BARS AT THE MID
POINT JOINT ARE STILL REQUIRED.
13. IRREGULAR, UN-EVEN, OR ROUNDED JOINTS THAT ARE TOO WIDE TO BE 100%
SHAPED BY SAW CUT DIMENSION IN DETAIL SHALL HAVE A LARGER SEAL INSTALLED.
CONTRACTOR SHALL FIRST DETERMINE THE NEW RESERVOIR DIMENSIONS, SIZE OF
THE SEAL TO BE APPROXIMATELY TWICE THE JOINT WIDTH, THEN MAKE SUBMITTAL
TO THE CONTRACTING OFFICER PRIOR TO SHAPING THE RESERVOIR. LARGER SEAL
INSTALLATION SHALL BE FULL LENGTH OF THE EFFECTED SLABS, TERMINATING AT
INTERSECTING JOINTS.
14. SEALS WITHOUT PROPER RECESS, OR OTHERWISE IMPROPERLY INSTALLED, SHALL
BE REPLACED WITH NEW SEAL FROM PLANNED JOINT TO PLANNED JOINT.
DOWEL BAR INSTALLATION NOTES:
1. DOWEL SLEEVES OR INSERTS ARE NOT PERMITTED.
2. DRILLING AND INSTALLATION METHOD SHALL BE CAPABLE OF MAINTAINING DRILL
HOLES AND EMBEDDED BARS: (A) PARALLEL TO THE CONCRETE SURFACE AND (B)
NORMAL TO THE JOINT LINE. USE GANG DRILL WITH 3 OR MORE DRILLS. HOLE
DIAMETER TO BE APPROXIMATELY 1/8" LARGER THAN DOWEL. MINIMUM CURE TIME
FOR DRILLING NEW CONCRETE PER SPECIFICTIONS.
3. AFTER THE DRILLING IS COMPLETE AND PRIOR TO INSTALLATION OF DOWELS, THE
HOLES SHALL BE THOROUGHLY CLEANED BY HIGH PRESSURE AIR TO REMOVE
DRILLING DUST, CONCRETE CHIPS, AND ANY MATERIAL DETRIMENTAL TO BONDING.
4. INSERT EPOXY INTO BACK OF DOWEL HOLE BY INJECTION NOZZLE WITH SUFFICIENT
EPOXY PLACED SO A SLIGHT AMOUNT IS FORCED OUT WHEN DOWEL IS INSERTED
AND TAPPED INTO CORRECT POSITION. EPOXY SHALL BE SOLID AROUND BARS WITH
NO VOIDS. INSTALL METAL OR PLASTIC DOWEL RINGS TO RETAIN EPOXY. SUBMIT
PROPOSED EPOXY INFORMATION FOR APPROVAL PRIOR TO STARTING WORK.
5. CONTRACTOR SHALL RETAIN DRILL BIT MANUFACTURER'S REPRESENTATIVE TO
TRAIN THE DRILLING CREW AND MAKE ADJUSTMENTS AS REQUIRED TO THE
COMPRESSOR AND DRILL RIG TO PRODUCE DRILL HOLES WITH MINIMAL EDGE
SPALLING.
A1
HEAVY-DUTY PAVEMENT JOINT DETAILS
NO SCALE
SAWCUT
BUTTED JOINT
1/8" (MIN)-
1/4" (MAX)
PAVEMENT
SURFACE
JOINT WIDTH (W) = 1/2" - 5/8"
N.T.S.
CONSTRUCTION JOINT
BACKER MATERIAL
(SEE JOINT NOTES 2)
POURED JOINT SEALER
D = 0.5 X W
SAWCUT
CRACK
1/8" (MIN)-
1/4" (MAX)
PAVEMENT
SURFACE
JOINT WIDTH (W) = 1/2" - 5/8"
N.T.S.
CONTROL JOINT
BACKER MATERIAL
(SEE NOTE 2)
POURED JOINT SEALER
D = 0.5 X W
PAVEMENT SURFACE
1/16" (MIN)-
1/4" (MAX)
POURED JOINT SEALER
PREMOLDED JOINT FILLER
FOR FULL DEPTH OF SLAB
3/4"
N.T.S.
EXPANSION JOINT
BACKER MATERIAL
(SEE NOTE 2)
D = 0.5 X W
EXISTING
PAVEMENT
NEW CONCRETE PAVEMENT
T
SEE EXPANSION JOINT DETAIL
3" d/2
EXISTING
PAVEMENT
DRILLED HOLE W/ BAR
EMBEDDED INTO EPOXY GEL
T = THICKNESS OF PAVEMENT
d = DOWEL DIAMETER
NEW CONCRETE PAVEMENT
SEE DOWEL NOTES
T
T/2
1/2"
1/2 LENGTH ±
SEE EXPANSION JOINT DETAIL
N.T.S.
DOWELED EXPANSION JOINT
3"
1" DIA. SMOOTH DOWEL 16" LONG, 12" O.C.
PAINT AND LIGHTLY OIL ALTERNATE ENDS
AT JOINT INTERSECTIONS
DETAIL FOR DOWEL SPACING
N.T.S.
NOTES
LONGITUDINAL JOINT LINE
TRAVERSE JOINT LINE
1. FOR LONGITUDINAL AND
TRANSVERSE JOINT LINES,
THE DISTANCE TO FIRST
DOWEL FROM THE
INTERSECTION IS
DETERMINED BY 0.6 X THE
LENGTH OF THE DOWEL BAR
WITH A MINIMUM DISTANCE
OF 12".
2. FOR LONGITUDINAL AND
TRANSVERSE JOINT LINES,
THE DISTANCE BETWEEN THE
FIRST DOWEL AND THE
SECOND DOWEL SHALL BE A
MINIMUM OF 6" WITH A
MAXIMUM OF 15".
3. THE DISTANCE BETWEEN THE
END OF A LONGITUDINAL
DOWEL SHALL BE A MINIMUM
OF 12" FROM THE END OF A
TRANSVERSE DOWEL.
M A
X
12"
MIN
(3)
M I N d/2
EXISTING
PAVEMENT
DRILLED HOLE W/ BAR
EMBEDDED INTO EPOXY GEL
T = THICKNESS OF PAVEMENT
d = DOWEL DIAMETER
NEW CONCRETE PAVEMENT
SEE DOWEL NOTES
T
T/2
1/2"
1/2 LENGTH ±
SEE CONSTRUCTION JOINT DETAIL
N.T.S.
1" DIA. SMOOTH DOWEL 16" LONG, 12" O.C.
PAINT AND LIGHTLY OIL ALTERNATE ENDS
DOWELED CONSTRUCTION
JOINT AT EXISTING PAVEMENT
3"
N.T.S.
EXPANSION JOINT
THICKENED EDGE EXPANSION JOINT
ASPHALT / PCC PAVEMENT JOINT AS
REQUIRED
1.25T
AGGREGATE
BASE COURSE
5ft
OR NEAREST JOINT LINE
EXISTING ASPHALT
N.T.S.
CONC. PAVEMENT ASPHALT PAVEMENT
3/4"
3/4"
ASPHALT/ PCC PAVEMENT
N.T.S.
SELF LEVELING
COLD APPLIED
SEALANT
JOINT DETAIL NEW CONSTRUCTION
BACKER ROD
WIDTH EQUALS JOINT
OPENING + 1/8 "
1/8" MIN
1/4" MAX
SAW CUT 1 1/2" DEEP (TYP.)
OVERCUT AN ADDITIONAL
3/4" TO PROVIDE POCKET
C I V
N
S T
R U
C T
I O
N
D
E T
A I L
S
B
S
C O
G G
I N
B
S
C O
G G
I N
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-500
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
E
V A
T I O
N
E L E
V A
T I O
N
STATION
X-0 TO X-7 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
P
X
T O
P
X
X
M
H
X
T O
P
X
V
F
I E
R
I F
Y
M
H
X
T O
P
X
X
12" DIP
127LF @
0.70%
EX. 8" W
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
SCALE: 1" = 20'
0 20' 40' 60'10'
A1
SANITARY SEWER PROFILES
GENERAL SHEET NOTES:
1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGENDS, AND ABBREVIATIONS.
2. THE CONTRACTOR SHALL COORDINATE THE GRADING
OPERATIONS WITH ALL UTILITIES TO BE INSTALLED. MINIMUM
REQUIRED COVER SHALL BE PROVIDED OVER ALL EXISTING
AND PROPOSED UTILITIES IN AREAS WHERE EITHER
EXCAVATION OR FILL IS PROPOSED.
3. REFERENCE ELECTRICAL AND FUELING MECHANICAL
DRAWINGS.
4. FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES CROSSING THE SANITARY SEWER
PIPES.
5. SEE SHEET C-130 FOR PLAN VIEW OF PROPOSED SANITARY
SEWER SYSTEM.
6. ALL SANITARY SEWER DUCTILE IRON PIPE SHALL BE
CEMENT LINED.
KEYNOTES:
1. PROPOSED GRADE
2. EXISTING GRADE
3. INSIDE DROP MANHOLE
4. MANHOLE DOGHOUSED OVER EXISTING 8" VITRIFIED CLAY
PIPE
ABBREVIATIONS:
CO CLEANOUT
DIP DUCTILE IRON PIPE
EL/ELEV ELEVATION
IE INVERT ELEVATION
LF LINEAR FEET
MH MANHOLE
RCP REINFORCED CONCRETE PIPE
M A
T C
H L
I N
E C
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
S A
N I T
A R
Y
S
E W
O
F I L
E S
H
S
A A
M
H
S
A A
M
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-203
3 4 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177121 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177138 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177104
E
V A
T I O
N
E L
E V
A T
I O
N
STATION
X-0 TO X-7 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
0+00 0+50 1+00 1+50 2+00 2+50
6" D
IP
49LF @
1.00%
6" D
IP
84LF @
1.00%
6" D
IP
129LF @
1.00%
T O
P
X
X
M
H
X
T O
P
X
X
T O
P
X
X
T O
P
X
X
6" D
IP
77LF @
1.00%
T O
P
X
24" HDPE
IE=874.11
6" DIP
13LF @ 1.00%
18" HDPE
IE=875.69
E E
E E
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
SCALE: 1" = 20'
0 20' 40' 60'10'
A1
SANITARY SEWER PROFILES
GENERAL SHEET NOTES:
1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGENDS, AND ABBREVIATIONS.
2. THE CONTRACTOR SHALL COORDINATE THE GRADING
OPERATIONS WITH ALL UTILITIES TO BE INSTALLED. MINIMUM
REQUIRED COVER SHALL BE PROVIDED OVER ALL EXISTING
AND PROPOSED UTILITIES IN AREAS WHERE EITHER
EXCAVATION OR FILL IS PROPOSED.
3. REFERENCE ELECTRICAL AND FUELING MECHANICAL
DRAWINGS.
4. FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES CROSSING THE SANITARY SEWER
PIPES.
5. SEE SHEET C-130 FOR PLAN VIEW OF PROPOSED SANITARY
SEWER SYSTEM.
6. ALL SANITARY SEWER DUCTILE IRON PIPE SHALL BE
CEMENT LINED.
KEYNOTES:
1. PROPOSED GRADE
2. EXISTING GRADE
3. UNDERGROUND ELECTRICAL AND COMMUNICATION
CONDUIT. DEPTH VARIES.
ABBREVIATIONS:
CO CLEANOUT
DIP DUCTILE IRON PIPE
EL/ELEV ELEVATION
IE INVERT ELEVATION
LF LINEAR FEET
MH MANHOLE
RCP REINFORCED CONCRETE PIPE
M A
T C
H L
I N
E C
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
S A
N I T
A R
Y
S
E W
O
F I L
E S
H
S
A A
M
H
S
A A
M
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-202 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177135 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177104
E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-3 TO A-3.1 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-2.4.1 TO A-2.4.1.1 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
0+00
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-2.4 TO A-2.4.2 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-2 TO A-2A PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-2.6 TO A-2.6.1 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-2.5 TO A-2.5.1 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
0+00
6" DIP
22LF @ 1.13%
W I
A
T O
P
A
0+00
M
H
A
T O
P
A
A
A
6" D
IP
36LF @
.0 0%
W I
A
T O
P
A
0+00
A
T O
P
A
A
A
W I
A
T O
P
A
6" D
IP
36LF @
.0 0%
0+00
W I
A
T O
P
A
S t r u c t u r e
A
A
P
E
W I
A
T O
P
A
0+00
D W
A
T O
P
A
18" HDPE
16LF @ 6.00%
W I
A
T O
P
A
A
A
A
A
6" D
IP
23LF @
.0 0%
F
T O
P
A
6" DIP
14LF @ 1.14%
A
T O
P
A
A
A
A
T O
P
A
A
A
A
T O
P
A
A
A
6" DIP
IE=871.19
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
B-0 TO B-1 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
0+00
O C
S
B
T O
P
B
48" RCP
29LF @ 0.50%
J
T O
P
B
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-4 TO D-3 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
0+00 0+50
10" P
VC
20LF @
.0 0%
E E
E E
10" P
VC
30LF @
.0 0%
10" P
VC
18LF @
.0 0%
D
T O
P
R
D
R
D
D
D
T O
P
D
R
D
D
D
T O
P
D
R
D
A
W I
A
T O
P
A
D
A
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
SCALE: 1" = 20'
0 20' 40' 60'10'
A1
STORM DRAINAGE PIPE PROFILES
GENERAL SHEET NOTES:
1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGENDS, AND ABBREVIATIONS.
2. THE CONTRACTOR SHALL COORDINATE THE GRADING
OPERATIONS WITH ALL UTILITIES TO BE INSTALLED. MINIMUM
REQUIRED COVER SHALL BE PROVIDED OVER ALL EXISTING
AND PROPOSED UTILITIES IN AREAS WHERE EITHER
EXCAVATION OR FILL IS PROPOSED.
3. REFERENCE ELECTRICAL AND FUELING MECHANICAL
DRAWINGS.
4. FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES CROSSING THE PROPOSED
STORM DRAINAGE PIPES.
5. SEE SHEET C-121 FOR PLAN VIEW OF PROPOSED STORM
DRAINAGE SYSTEM.
6. ALL STORM DRAINAGE DUCTILE IRON PIPE SHALL BE
CEMENT LINED.
KEYNOTES:
1. CONVERT EXISTING OCS TO JUNCTION BOX
2. PROPOSED GRADE
3. EXISTING GRADE
4. 25-YEAR HGL
5. 100-YEAR HGL
6. ANTI-SEEP PIPE COLLAR
7. UNDERGROUND ELECTRICAL CONDUIT AND
COMMUNICATION. DEPTH VARIES. (TYP.)
ABBREVIATIONS:
CO CLEANOUT
DIP DUCTILE IRON PIPE
DWCB DOUBLE WING CATCH BASIN
EL/ELEV ELEVATION
FD FLOOR DRAIN
HGL HYDRAULIC GRADE LINE
HW HEADWALL
IE INVERT ELEVATION
JB JUNCTION BOX
LF LINEAR FEET
MH MANHOLE
OCS OUTLET CONTROL STRUCTURE
OWS OIL/WATER SEPARATOR
PIV POST INDICATOR VALVE
RCP REINFORCED CONCRETE PIPE
TD TRENCH DRAIN
WI WEIR INLET
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
S T
O R
M
D
R A
I N
A G
E
P
I P
E
P
R O
F I L
E S
H
S
A A
M
H
S
A A
M
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-201
25-YEAR STORM EVENT PIPE TABLE
https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/248951099 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177138 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177126 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177126 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177126 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177126
E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-0 TO A-5 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-1 TO A-1.2 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
E L E
V A
T I O
N
E L E
V A
T I O
N
STATION
A-2 TO A-2.9 PROFILE
HORZ. SCALE 1"= 20'
VERT. SCALE 1"= 4'
-0+25 0+00 0+50 1+00 1+40
1.5" W
-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25
0+00 0+50 1+00 1+50
P
T O
P
A
A
6" D
IP
22LF @
0.64%
6" D
IP
28LF @
0.64%
6" D
IP
24LF @
0.64%
6" D
IP
36LF @
0.64%
W I
A
T O
P
A
A
D
IP
L F
.2
T O
P
A
6" DIP
4LF @ 0.70%
A
T O
P
A
A
A
A
T O
P
A
A
A
W
A
24" H
DPE
94LF @
0.55%
24" H
DPE
50LF @
0.55%
W I
A
T O
P
A
S t r u c t u r
A
A
24" H
DPE
24LF @
0.55%
D I
A
T O
P
A
18" H
DPE
57LF @
0.55%
W I
A
T O
P
A
D
A
D I
A
T O
P
A
18" H
D P
E
53LF
.2
0%
24" H
DPE
69LF @ 0.50%
D I
A
T O
P
A
A
W I
A
T O
P
A
A
A
A
A
W I
A
T O
P
A
A
A
A
A
S W
T H
R
A
A
A
1.5" W 2" W
W I
A
T O
P
A
A
A
A
A
T O
P
A
A
O W
S
O
A
O W
S
A
6" D
IP
18LF @
0.64%
S W
T H
R
A
A
A
D I
A
T O
P
A
A
T O
P
A
A
A
6" DIP
IE=871.85
24" H
DPE
81LF @
0.55%
3/4" W
E E
E
E E
E
E E
E
E E
E E
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
SCALE: 1" = 20'
0 20' 40' 60'10'
A1
STORM DRAINAGE PIPE PROFILES
GENERAL SHEET NOTES:
1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGENDS, AND ABBREVIATIONS.
2. THE CONTRACTOR SHALL COORDINATE THE GRADING
OPERATIONS WITH ALL UTILITIES TO BE INSTALLED. MINIMUM
REQUIRED COVER SHALL BE PROVIDED OVER ALL EXISTING
AND PROPOSED UTILITIES IN AREAS WHERE EITHER
EXCAVATION OR FILL IS PROPOSED.
3. REFERENCE ELECTRICAL AND FUELING MECHANICAL
DRAWINGS.
4. FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES CROSSING THE PROPOSED
STORM DRAINAGE PIPES.
5. SEE SHEET C-121 FOR PLAN VIEW OF PROPOSED STORM
DRAINAGE SYSTEM.
6. ALL STORM DRAINAGE DUCTILE IRON PIPE SHALL BE
CEMENT LINED.
KEYNOTES:
1. 2,000 GALLON OWS - SEE DETAIL A1/C-512.
2. TOP OF POND ELEV. =884.5
3. PROPOSED GRADE
4. EXISTING GRADE
5. 25-YEAR HGL
6. 100-YEAR HGL
7. UNDERGROUND ELECTRICAL CONDUIT AND
COMMUNICATION. DEPTH VARIES. (TYP.)
ABBREVIATIONS:
CO CLEANOUT
DI DROP INLET (GDOT STD DETAIL 1019A TYPE C.
SEE DETAIL A1/C-507)
DIP DUCTILE IRON PIPE
DWCB DOUBLE WING CATCH BASIN (GDOT STD
DETAIL 1034D. SEE DETAIL A1/C-510)
EL/ELEV ELEVATION
FD FLOOR DRAIN
HGL HYDRAULIC GRADE LINE
HW HEADWALL (GDOT STD DETAIL 1001-B. SEE
DETAIL A1/C-511)
IE INVERT ELEVATION
JB JUNCTION BOX
LF LINEAR FEET
MH MANHOLE
OCS OUTLET CONTROL STRUCTURE
OWS OIL/WATER SEPARATOR
PIV POST INDICATOR VALVE
RCP REINFORCED CONCRETE PIPE
TD TRENCH DRAIN
WI WEIR INLET (GDOT STD DETAIL 1019A TYPE C
WITH WEIR. SEE DETAIL A1/C-507)
25-YEAR STORM EVENT PIPE TABLE
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
S T
O R
M
D
R A
I N
A G
E
P
I P
E
P
R O
F I L
E S
H
S
A A
M
H
S
A A
M
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-200 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177129 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177129 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177128 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177128 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177142 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177142 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177110
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
3/4''W 3/4''W 3/4''W 3/4''W 3/4''W
W
W
W
W
W
1.5''W 1.5''W 1.5''W 1.5''W 1.5''W 1.5''W 1.5''W 1.5''W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
Y
H
WV
CLAYTON CO GEORGIA
112 SMITH STREET
JONESBORO, GA 30236
CURTIN REALTY & INVESTMENTS LLC
11900 GOODRICH DRIVE
CHARLOTTE, NC 28273
3119 ASSOCIATES LLC
PO BOX 27608
RALEIGH, NC 27611
W
V
W
V
W
V
W V
S
SSSSSS
CO
S
S
S
S
S
S
S
S
S
S
C
O
C O
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
S S
C O
C O
C O
C O
C O
C O
C O
C O
C
O
C
O
C
O
D
D
D
C
O
D
D
DD
C
O
CO X-5
48" MH X-6
CO X-4
CO X-3
CO X-2
6" DIP
D
I P
A
R
E
S
T
F
I
R
E
H
Y
D
R
A
N
CO X-7
S
S
C
O
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
CO X-2
48" MH X-1
48" MH X-0
D
D
I P
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
SCALE: 1" = 20'
0 20' 40' 60'10'
A1
UTILITY PLAN
REGRADED EXISTING
DETENTION POND
FUEL SUPPORT
BUILDING
G A
S O
L I N
E
G A
S O
L I N
E
D I E
S E
L
GRADED PAD
FOR FUTURE
SALT BARN
POST WAY
MATCHLINE
THIS SHEET
SHEET LEGEND
CLEANOUT
SSMH
CO
S
SHEET NOTES:
1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. FOR DRAINAGE STRUCTURE LEGEND SEE SHEET C-121.
3. THE CONTRACTOR SHALL COORDINATE THE GRADING
OPERATIONS WITH ALL UTILITIES TO BE INSTALLED.
MINIMUM REQUIRED COVER SHALL BE PROVIDED OVER
ALL EXISTING AND PROPOSED UTILITIES IN AREAS WHERE
EITHER EXCAVATION OR FILL IS PROPOSED.
4. CONTRACTOR TO REFERENCE ELECTRICAL, MECHANICAL
AND STRUCTURAL DRAWINGS.
5. CONTRACTOR TO ENSURE 18 INCHES OF VERTICAL
CLEARANCE BETWEEN WATER MAINS AND OTHER
UTILITIES.
6. SEE SHEETS C-514 THRU C-517 FOR WATER AND SANITARY
SEWER DETAILS.
7. SEE SHEETS C-202 AND C-203 FOR SANITARY SEWER
PROFILES.
8. THE WATER DISTRIBUTION SYSTEM AND/OR SANITARY
SEWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE
WITH THE APPROVED PLANS AND SPECIFICATIONS
CONTAINED WITHIN THE CCWA DOCUMENT TITLED,
STANDARD SPECIFICATIONS FOR WATER DISTRIBUTION
SYSTEMS AND SANITARY SEWER SYSTEMS, DATED 01
JUNE 2001.
9. DETECTION TAPE OR WIRE SHALL BE INSTALLED ABOVE
ALL NON-FERROUS PIPE AND ALL FERROUS PIPE HAVING A
BURY DEPTH OF SIX (6) FEET OR MORE. MYLAR DETECTION
TAPE OR FERROUS WIRE SHALL BE INSTALLED TWO (2)
FEET BELOW FINISHED GRADE SUCH THAT SEWER AND/OR
LATERAL CAN BE DETECTED AFTER BURIAL. SEE PIPE
DETECTION DETAIL B4 ON SHEET C-502.
10. IRRIGATION SYSTEM SHALL INCLUDE RAIN SENSOR
SHUT-OFF SWITCH, PRESSURE REGULATOR, MASTER
SHUT-OFF VALVE, AND FLOW SENSORS THAT DETECT AND
REPORT HIGH FLOW CONDITIONS DUE TO BROKEN PIPES
AND/OR POPPED SPRINKLER HEADS.
KEYNOTES:
1. SEWER LATERAL - FOR DIP PIPE BEDDING DETAIL SEE
A1/C-514
2. 20,000 GALLON UNDERGROUND FUEL STORAGE TANK. SEE
FUELING MECHANICAL.
3. EXISTING 48" RCP STORM PIPE
4. GENERATOR - SEE ELECTRICAL
5. EXISTING 8" WATER MAIN.
6. 2,000 GALLON OIL WATER SEPARATOR
7. CCWA TO CONNECT NEW 2" COPPER WATER SERVICE TO
EX 8" WATER MAIN WITH 8" TAPPING SLEEVE AND VALVE.
8. 2" COPPER WATER LINE - FOR STANDARD PIPE TRENCH
DETAIL SEE C1/C-514. WATER LINE UNDER POST WAY TO
BE INSTALLED BY DIRECTIONAL BORE BY CCWA.
9. CCWA TO INSTALL 1" WATER METER AND 1" BACK FLOW
PREVENTER AT COST TO DEVELOPER. SEE DETAIL
A1/C-515
10. 3/4" COPPER SERVICE WATER LINE - FOR STANDARD PIPE
TRENCH DETAIL SEE C1/C-514.
11. 1.5" AND 2" COPPER SERVICE WATER LINE IN COMMON
TRENCH- FOR STANDARD PIPE TRENCH DETAIL SEE
C1/C-514.
12. CONNECT TO EXISTING 8" VITRIFIED CLAY SANITARY
SEWER BY DOGHOUSING SANITARY SEWER MANHOLE.
SEE DETAIL A3/C-515.
13. SANITARY SEWER CLEAN OUT (TYP). SEE DETAIL C4/C-505.
14. SANITARY MANHOLE (TYP). SEE DETAIL A3/C-515.
15. UNDERGROUND FUEL PIPE (TYP.) - SEE MECHANICAL
PLANS.
16. SITE LIGHTING (TYP.) - SEE ELECTRICAL.
17. FROST PROOF YARD HYDRANT - SEE DETAIL C3/C-514.
18. PLUGGED STUB OUT WITH GATE VALVE
19. SERVICE ISLAND WITH VACUUM, AIR AND WATER.
20. SERVICE ISLAND WITH VACUUM, WATER AND PRESSURE
WAND.
21. NEW FIRE HYDRANT WITH 6" DIP AND GATE VALVE. BY
DEVELOPER UNDER CCWA SUPERVISION - SEE DETAIL
A1/C-517.
22. 1.5" COPPER SERVICE WATER LINE - FOR STANDARD PIPE
TRENCH DETAIL SEE C1/C-514.
23. TRANSFORMER - SEE ELECTRICAL
24. CONDENSING UNIT - SEE MECHANICAL
25. PROPOSED PERMANENT 20' SEWER EASEMENT
26. EXISTING SEWER 20' EASEMENT
27. INSIDE DROP MANHOLE. SEE DETAIL A4/C-516
28. 2" WATER LINE BREAK FOR FUTURE 2" METER AND BACK
FLOW PREVENTER TO BE INSTALLED BY CCWA PRIOR TO
CONNECTION TO FUTURE SALT BARN BUILDING (PHASE 2).
29. 6' WIDTH ASSUMES THAT CONTRACTOR WILL USE
SHORING.
30. PROPERTY LINE SHOWN IS APPROXIMATE AND PER
COUNTY GIS, AND IT MUST BE CONFIRMED AND STAKED BY
A SURVEYOR PRIOR TO INSTALLATION OF THE COUNTY'S
MANHOLES AND LINES.
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
U T
I L
I T
Y
P
L A
N
H
S
A A
M
B
S
C O
G G
I N
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-130
MATCHLINE THIS SHEET
20'
10'
14 27
KEYNOTES CONTINUED:
31. SAFETY PLATFORM FOR DEEP MANHOLES - SEE DETAIL
A1/C-516
32. 3/4" COPPER IRRIGATION LINE WITH 3/4"
IRRIGATION METER WITH 3/4" BACK FLOW
PREVENTER AT COST TO DEVELOPER.
33. 2-4" PVC SPARE CONDUITS
34. 2-2" COMMUNICATIONS CONDUITS. SEE
LOW VOLTAGE PLANS FOR CONTINUATION ALONG
POST WAY.
35. COMMUNICATIONS HANDHOLE. SEE LOW VOLTAGE PLANS
FOR DETAILS.
36. ELECTRICAL CONDUIT (TYP). SEE ELECTRICAL.
37. CONTRACTOR SHALL DIRECTIONALLY DRILL UNDERNEATH
POST WAY FOR UNDERGROUND CONDUIT ROUTING.
CONDUIT SHALL BE INSTALLED APPROXIMATELY TWO (2)
FEET BELOW GRADE.
36 37
C
O U
N T
Y
C
O M
M E
N T
S https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177116 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177116 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177116 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177096 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177115 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177115 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177115 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177115 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177115 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177139 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177101 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177101 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177135 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177121 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177138
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
C O
C O
C O
C O
C O
C O
C O
C O
C
O
C
O
C
O
D
D
D
C
O
D
D
DD
S S
C
O
30 IN MH A-2.4
TOP=879.08
SWCB A-1
THR=882.30
PIV A-2.3
FLR DRN A-2.4.1.1
TOP=880.10
OWS IN A-2.2
WI A-4
TOP=879.80
30 IN MH D-1
TOP=879.55
WI A-2
TOP=879.16
WI A-3
TOP=879.13
30 IN MH A-2.4.1
TOP=879.00
30 IN MH D-2
TOP=878.94
30 IN MH D-3
TOP=878.94
WI A-2.4.2
TOP=878.85
WI A-2.8
TOP=878.85
CO A-2.7
TOP=878.83
WI A-2.6.1
TOP=878.80
WI A-2.5.1
TOP=878.80
30 IN MH A-2.6
TOP=878.71
30 IN MH A-2.5
TOP=878.71
DI A-5
TOP=878.25
DI A-1.1
TOP=878.13
DI A-1.2
TOP=878.10
TD OUT A-2.9
OWS OUT A-2.1
P
E
6" PVC @ 1% MIN.
6" PVC @ 1% MIN.
D
I P
D
I P
N
H
D P
P
24" HDPE
D
D
D
P
E
6" PVC @ 1% MIN.
6" PVC @ 1% MIN.
TOR
879.00
H.P.
879.34
H.P.
879.69
H.P.
879.35
TOR
879.00
878.75
878.75
TOR
879.00
TOR
879.00
878.74878.74
H.P.
878.51
H.P.
878.34
878.33
879.00
879.00
879.00
TOC
879.88
TOC
879.34
TOR
879.88
879.82
879.50
879.70
879.53
879.88
879.88
878.97
878.68
879.03
879.00
-2 .0
878.89878.89
878.89878.89
-1.5%
-1.5%
-0.6%-0.6%
-0.8% -0.8%
-0.8%-0.8%
879.00
-0.6%
6" PVC @ 1% MIN.
-8.0%
TOR
879.88
10" PVC @ 1% MIN.
879.29
879.25
879.25
879.25
878.81
878.99
878.73
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
SCALE: 1" = 10'
0 5' 30'20'10'
A1
ENLARGED GRADING AND DRAINAGE PLAN
FUEL SUPPORT
BUILDING
FFE: 880.10
GENERAL SHEET NOTES:
1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET
SET OF CONSTRUCTION PLANS AND SHALL BE READ AND
COORDINATED WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
3. SEE SHEET C-500 FOR CONCRETE PAVEMENT JOINT
DETAILS.
4. NEW CONCRETE SHALL HAVE A MINIMUM SLOPE OF 0.5%.
5. SEE SHEET C-121 FOR GRADING AND DRAINAGE PLAN.
6. ALL DIMENSIONS ARE MEASURED TO THE EDGE OF
PAVEMENT OR STRUCTURE, OR FACE OF CURB UNLESS
OTHERWISE NOTED.
7. SEE SHEETS C-200 AND C-201 FOR STORM DRAINAGE PIPE
PROFILES
KEYNOTES:
1. TRENCH DRAIN FOR OFFLOAD / WASH RACK. PROVIDE 0.5%
MIN. SLOPE TO OUTLET. TOP OF GRATE = 878.75 INV OUT=
876.67. SEE DETAIL C1/C-505.
2. SLOPE CONCRETE SIDEWALK AWAY FROM BUILDING @1%
MIN. AND 2% MAX. SLOPE (TYP). SEE DETAIL C3/C-501.
3. 6"- THICK CONCRETE DISPENSER ISLAND. SEE DETAIL
B4/C-501.
4. GENERATOR PAD. TOP OF PAD ELEVATION = 879.85 - SEE
STRUCTURAL PLANS.
5. 5 FT. X12 FT. SERVICE ISLAND WITH VACUUM, AIR AND
WATER. TOP OF PAD ELEVATION = 880.75
6. 5 FT. X12 FT. SERVICE ISLAND WITH VACUUM, WATER AND
PRESSURE WAND. TOP OF PAD ELEVATION = 879.50
7. WASHRACK /TRUCK OFFLOAD CONTAINMENT AREA. TOP OF
CURB ELEVATION: 879.00. SEE HEAVY DUTY CONCRETE
PAVEMENT DETAIL C1/C-501.
8. DISPENSER ISLAND AREA CONTAINMENT AREA. ELEVATION
ALONG ASPHALT PAVEMENT INTERFACE: 879.00. SEE HEAVY
DUTY CONCRETE PAVEMENT DETAIL C1/C-501.
9. POST INDICATOR VALVE (PIV). TOP OF PAD ELEVATION =
880.10.
10. CONCRETE PAVEMENT ABOVE UNDERGROUND STORAGE
TANKS. SEE HEAVY DUTY CONCRETE PAVEMENT DETAIL
C1/C-501.
11. OIL WATER SEPARATOR (OWS). TOP OF PAD ELEVATION =
880.10.
12. 11" TALL CURB ALONG SIDEWALK. PROVIDE 5' TRANSITION
TO 6" STANDARD HEIGHT CURB.
13. 6" DIP CONTAINMENT DRAIN PIPE (TYP). SEE DETAIL A3/C-504
14. PVC ROOF DRAIN LEADERS (TYP). SEE DETAIL A3/C-504
15. ADJUST TO GRADE EXISTING DROP INLET
16. REPAIR TOP OF EXISTING DWCB
17. 4H:1V SLOPE
18. TRANSFORMER PAD. TOP OF PAD ELEVATION = 881.25
19. CONDENSING UNIT PAD. TOP OF PAD ELEVATION = 880.05
ABBREVIATIONS:
BOW BOTTOM OF WALL
DI DRAIN INLET
H.P. HIGH POINT
PIV POST INDICATOR VALVE
TOC TOP OF CURB
TOR TOP OF RAMP
TOS TOP OF SIDEWALK
SHEET LEGEND
SPOT ELEVATION
DRAINAGE PATH
FLOW DIRECTION
-2.5%
905.66
POST WAY
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
E N
L A
R G
G
A
D I N
G
A
A
I N
A G
E
P
L A
N
B
S
C O
G G
I N
B
S
C O
G G
I N
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-122 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177137 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177124 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177136 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177126 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/248951099
JONESBORO, GA 30236
CURTIN REALTY &
INVESTMENTS LLC
11900 GOODRICH DRIVE
CHARLOTTE, NC 28273
3119 ASSOCIATES LLC
PO BOX 27608
RALEIGH, NC 27611
SSSSSCO
SS
SS
SS
CO
C O
SS
SS
SS
SS
SS
CO
SS
SS
SS
C O
C O
C O
C O
C O C O
C O
C O
CO CO CO
D
D
D
CO
D
D
DD
CO
WI A-3.1
TOP=883.62
DWCB A-2A
THR=882.87
SWCB A-1
THR=882.30
WI A-4
TOP=879.80
WI A-2
TOP=879.16
WI A-3
TOP=879.13
DI A-5
TOP=878.25
DI A-1.1
TOP=878.13
DI A-1.2
TOP=878.10
JB B-0
OCS B-1
HW A-0
18" HDPE
48" R
CP
24" HDPE
7 886
872.7
890891
893894
18" HDPE
8"
H D
PE 883
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
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 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
876877878879 881882883884
8 87 9 88
1 88 2 88 3 88
877.2
877.3
873.2
873.0
872.4
871.5
873.4
873.5
876.8
877.8
878.2
880.5
879.6
874 875 876 877 878 879
884883
874 876
878 879
FI
LE
N
AM
E:
X
:\F Y2
0\
3\
.C
AD
B
IM
\0 4.
.C
AD
\C
-1
.d w g
PL
O
TT
ED
: T hu rs da y, A pr il
, 2
FI
LE
N
AM
E:
X :\F
Y2 0\
3\
.C
AD
B
IM
\0
4.
.C
AD
\C -1
.d w g
PL
O
TT
ED
: T hu rs da y, A pr il
, 2
1 2 3 4 5
A
B
C
D
SHEET ID
P ar kw ay
L an e, S ui te
Pe ac ht re e C or ne rs , G
A
Ph on e (6
) 3
-7
Fa x
(6
) 3
-7
SI
ZE
AN
SI
D
FI
LE
N
AM
E:
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
IS
SU
E
D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
C O
N
TR
AC
T
N O
FI
LE
N U
N
BE
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D
AT
E D
ES
C
R
IP
TI
O
N M
AR
K
ISSUED FOR PERMIT
FU
EL
IN
G
S
TA
TI
O
N F
AC
IL
IT
Y
FU
EL
IN
G
F
AC
IL
IT
Y O
FF
IC
E
BU
IL
D
IN
G
C
LA
YT
O
N C
O U
N
TY
C
LA
YT
O
N C
O U
N
TY
JO
B
N O
. 1
/2
5/
/2
5/
IS
SU
ED
F O
R P
ER
M
IT
SCALE: 1" = 30' 0 15' 30' 60' 90'A1 GRADING AND DRAINAGE PLAN
GRADING AND DRAINAGE NOTES:
1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGENDS, AND ABBREVIATIONS.
2. THE CONTRACTOR SHALL COORDINATE THE GRADING
OPERATIONS WITH ALL UTILITIES TO BE INSTALLED.
MINIMUM REQUIRED COVER SHALL BE PROVIDED
OVER ALL EXISTING AND PROPOSED UTILITIES IN
AREAS WHERE EITHER EXCAVATION OR FILL IS
PROPOSED.
3. EXISTING AND NEW MANHOLE RIMS SHALL BE RAISED
OR LOWERED TO MATCH PROPOSED GRADES.
4. NEW PAVEMENT SHALL TIE FLUSH INTO EXISTING
PAVEMENT. NEW ASPHALT PAVEMENT SHALL HAVE A
MINIMUM SLOPE OF 1.5%. NEW CONCRETE PAVEMENT,
CONCRETE GUTTERS, AND DRAINAGE PATHS SHALL
HAVE A MINIMUM SLOPE OF 0.5%.
5. UNLESS OTHERWISE NOTED ALL SPOT ELEVATIONS
ARE TO EDGE OF PAVEMENT OR TO BOTTOM OF CURB.
6. ENSURE POSITIVE DRAINAGE TO DRAINAGE
STRUCTURES. NO PONDING OF WATER SHALL OCCUR.
7. CONTOURS ARE IN 1' INCREMENTS.
8. CUT AND FILL SLOPES SHALL NOT EXCEED 2H:1V.
9. FOR ADDITIONAL SPOT ELEVATIONS IN THE
CONTAINMENT AREA AND AROUND THE BUILDING, SEE
SHEET C-122 ENLARGED GRADING AND DRAINAGE
PLAN.
10. SEE A1/C-504 FOR HDPE PIPE BEDDING DETAIL.
11. EXISTING DETENTION POND CONTOURS AND
DRAINPIPE HEADWALL LOCATIONS OUTSIDE OF THE
SURVEY LIMITS ARE APPROXIMATE ONLY AND BASED
ON AS-BUILT DRAWINGS PROVIDED BY CLAYTON
COUNTY.
12. SEE SHEETS C-200 AND C-201 FOR STORM DRAINAGE
PIPE PROFILES.
KEYNOTES:
1. FILL WITH GROUT EXISTING WEIRS AND ORIFICES AND
CONVERT EXISTING OUTLET CONTROL STRUCTURE
(OCS) TO JUNCTION BOX
2. EXISTING 48" RCP STORM PIPE
3. HDPE STORM DRAIN PIPE (TYP)
4. 6" DIP CONTAINMENT STORM PIPE (TYP)
5. PVC ROOF DRAIN STORM PIPE (TYP)
6. 3H:1V SLOPE
7. 14" THICK, 6" NOMINAL RIPRAP COBBLES PLACED OVER
A 12 OZ. WOVEN GEOTEXTILE - SEE OUTLET
PROTECTION DETAIL A1/C-742 IN EROSION CONTROL
PLANS.
8. NEW OUTLET CONTROL STRUCTURE. SEE DETAIL
A1/C-506.
9. PROTECT EXISTING STORM DRAINPIPES. REPLACE IN
KIND OUTLET PROTECTION AS NEEDED TO
ACCOMPLISH GRADING.
10. NEW PERIMETER FENCE AND GATE
FUEL SUPPORT BLDG
FFE: 880.106
SHEET LEGEND
CLEANOUT - SEE DETAIL C4/C-505
DOUBLE WING CATCH BASIN (DWCB) - SEE DETAIL
A1/C-510
SINGLE WING CATCH BASIN (SWCB) - SEE DETAIL
A1/C-509
POST INDICATOR VALVE (PIV) - SEE DETAIL A4/C-505
MANHOLE (MH) - SEE DETAIL A1/C-505
WEIR INLET (WI) - SEE DETAIL A1/C-507 "TYPE C
WITH WEIR"
DROP INLET (DI) - SEE DETAIL A1/C-507 "TYPE C"
HEADWALL (HW) - SEE DETAIL A1/C-511
FLOW ARROW
FLOW PATH
PROPOSED CONTOURS
EXISTING CONTOURS
PROPOSED SPOT ELEVATION
STANDARD 24" CURB & GUTTER - SEE DETAIL
C1/C-502
REVERSE PITCH 24" CURB & GUTTER - SEE DETAIL
C2/C-502
5' TALL PVC-COATED CHAIN LINK FENCE
905.66
CO
D
-2.5%
POST WAY
PR
IV
AT
E
RO
AD
GRADED PAD FOR FUTURE
SALT BARN
DETENTION POND
POND VOLUMES ABOVE MICRO POOL
PROVIDED
VOLUME WQ CP 25-YR
STORM
100-YR
STORM
ELEVATION (FT) 883 873.05 873.35 877.19 878.25
VOLUME (CF) 783,117 5,068
18,907
(INCLUDES WQ
VOLUME)
262,075 346,599
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
B.
S
C O
G G
IN
B.
S
C O
G G
IN
K.
U
SS
ER
Y
S.
S
AB
H
ER
W
AL
C -1
.d w g
C-121
PS-1 PS-2
IMPERVIOUS AREA (SF)
PERVIOUS AREA (SF)
TOTAL AREA (SF)
PS-1= PHASE 1 AREA FUELING FACILITY
PS-2= PHASE 2 AREA SALT BARN
33742 20092 32379 29716 66120 49808
AutoCAD SHX Text R https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177138 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177107 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177126 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177136 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177142 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177133 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177128 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177128 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177125 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177123 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177113 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177112 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177112 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103
Y
H
WV
CLAYTON CO GEORGIA
112 SMITH STREET
JONESBORO, GA 30236
CURTIN REALTY & INVESTMENTS LLC
11900 GOODRICH DRIVE
CHARLOTTE, NC 28273
3119 ASSOCIATES LLC
PO BOX 27608
RALEIGH, NC 27611
W
V
W
V
W
V
W V
C O
C O
C O
C O
C O
C O
C O
C O
C
O
C
O
C
O
D
D
D
C
O
D
D
DD
R25'
R10'
R10'
R10'
R5'
R85'
R1'
R4'
R40'
R2'
(TYP)
R8'
R25'
R15'
R20'
R26'
R10'
R15'
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
F I
M
E
X
F
Y C
M
C
A D
C d w g
P
L O
T T
E D
T h u r s d a y
S e p t e m b e r
1 2 3 4 5
A
B
C
D
SHEET ID
r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
N
B E
R
Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the express written agreement of Pond & Company.
D A
T E
D E
S C
R I P
T I O
N M
A R
K
ISSUED FOR PERMIT
F U
E L
I N
G
S
T A
T I O
N
F
A C
I L
I T
Y
F U
E L
I N
G
F
A C
I L
I T
Y
O
F F
I C
E
B
U I L
D I N
G
C L
A Y
T O
N
C
O U
N T
Y
C L A
Y T
O N
C O
U N
T Y
J O
B
N
O
S
E P
T E
M B
SCALE: 1" = 20'
0 20' 40' 60'10'
A1
SITE PLAN
2 2
REGRADED EXISTING
DETENTION POND
FUEL SUPPORT
BUILDING
G A
S O
L I N
E
G A
S O
L I N
E
D I E
S E
L
GRADED PAD
FOR FUTURE
SALT BARN
POST WAY
P
R
I
V
A
A
D
SHEET NOTES:
1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. FOR DRAINAGE STRUCTURE LEGEND SEE SHEET C-121. FOR
SANITARY SEWER LEGEND SEE SHEET C-130.
3. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET
SET OF CONSTRUCTION PLANS AND SHALL BE READ AND
COORDINATED WITH THE FULL SET TO BEST ENSURE
PROPER INTERPRETATION.
4. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL,
STATE, AND LOCAL CODES, SPECIFICATIONS AND
REQUIREMENTS. ALL NECESSARY LICENSES AND PERMITS
SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR
EXPENSE. IF DIFFERING CONDITIONS EXIST BETWEEN THE
DRAWINGS, SPECIFICATIONS AND/OR OTHER APPLICABLE
REGULATIONS AND GUIDELINES. THE MOST STRINGENT
REQUIREMENTS SHALL BE FOLLOWED.
5. CONTRACTOR SHALL FURNISH AND MAINTAIN NECESSARY
BARRICADES AROUND THE WORK AND PROVIDE
PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.
6. SITE CONTRACTOR TO VERIFY EXISTING TOPOGRAPHIC AND
UTILITY DATA PRIOR TO CONSTRUCTION.
7. ALL DIMENSIONS ARE MEASURED TO THE EDGE OF
PAVEMENT OR STRUCTURE, OR FACE OF CURB UNLESS
OTHERWISE NOTED.
8. SEE SHEET C-112 FOR JOINT LAYOUT PLAN.
9. SEE SHEET C-113 FOR STAKING PLAN.
KEY NOTES:
1. DIESEL DISPENSER - SEE FUELING MECHANICAL PLANS
2. GASOLINE DISPENSER - SEE FUELING MECHANICAL PLANS
3. DEF DISPENSER - SEE FUELING MECHANICAL PLANS
4. 20,000 GALLON UNDERGROUND STORAGE TANK - SEE
FUELING MECHANICAL PLANS
5. 95 FT. X 52 FT. CANOPY ROOF LINE - SEE STRUCTURAL
PLANS
6. CONCRETE GENERATOR PAD - SEE STRUCTURAL PLANS
7. FUEL MANAGEMENT - SEE FUELING MECHANICAL PLANS
8. OFFLOAD / WASH RACK
9. 2,000 GALLON OWS. SEE DETAIL A1/C-512.
10. POST INDICATOR VALVE. SEE DETAIL A4/C-505.
11. 5 FT. X12 FT. CONCRETE PAD FOR SERVICE ISLAND WITH
VACUUM, AIR AND WATER - SEE DETAIL C4/C-503.
12. 5 FT. X12 FT. CONCRETE PAD FOR SERVICE ISLAND WITH
VACUUM, WATER AND PRESSURE WAND - SEE DETAIL
C4/C-503.
13. CONCRETE PAVEMENT ABOVE UNDERGROUND STORAGE
TANKS
14. FUEL DISPENSER CONCRETE CONTAINMENT
15. BOLLARD (TYP) - SEE DETAIL A2/C-503.
16. ASPHALT PAVEMENT TO TIE INTO EXISTING. SEE DETAIL
A3/C-501, A4/C-503.
17. 4"-WIDE WHITE PAVEMENT STRIPING (TYP)
18. CONCRETE SIDEWALK. - SEE DETAIL C3/C-501.
19. ADA ACCESSIBLE PARKING - SEE DETAIL A1/C-503.
20. NEW SITE LIGHTING (TYP) - SEE ELECTRICAL PLANS.
21. CURB AND GUTTER TRANSITION- SEE DETAIL A3/C-502.
22. 24" SOLID WHITE STOP BAR PER MUTCD
23. GDOT TYPE 'D' ADA RAMP - SEE DETAIL A1/C-508.
24. DROP INLET (TYP.)
25. WEIR INLET (TYP.)
26. HEADWALL
27. CONVERT EXISTING OCS TO JUNCTION BOX
28. APPROXIMATE LOCATION OF RIGHT OF WAY
29. PAINTED ISLAND PER MUTCD STANDARDS
30. TANK VENTS - SEE FUELING MECHANICAL PLANS
31. FUTURE DRIVEWAY BY OTHERS
32. OCS - SEE DETAIL A1/C-506
33. TRANSFORMER PAD - TO BE PROVIDED BY GEORGIA POWER
34. 4' X 4' CONDENSING UNIT PAD. ADJUST PAD SIZE AS NEEDED
TO BE A MINIMUM OF 6" LARGER THAN CONDENSING UNIT
ON ALL SIDES - SEE DETAIL C4/C-503
35. 4" DOUBLE YELLOW CENTER LINE PER MUTCD STANDARDS
36. REPLACE EX FENCE AROUND THE ENTIRE POND WITH A 5'
TALL PVC-COATED CHAIN LINK FENCE. REPLACE EXISTING
12' GATE WITH 16'-WIDE, 5' TALL PVC-COATED CHAIN LINK
DOUBLE GATE AT THE SAME LOCATION AS THE EX. GATE.
LEGEND:
ASPHALT PAVEMENT - SEE DETAIL A1/C-501
CONCRETE PAVEMENT - SEE DETAIL
C1/C-501 & A1/C-500
PROPERTY LINE / ROW
FUTURE EDGE OF PAVEMENT
STANDARD 24" CURB & GUTTER - SEE DETAIL
C1/C-502
REVERSE PITCH 24" CURB &
GUTTER - SEE DETAIL
C2/C-502
PARKING COUNT3
Know what'sbelow.
before you dig.Call Dial 811
Or Call 800-282-7411
S I T
E
P
L A
N
H
S
A A
M
H
S
A A
M
K
U
S S
E R
Y
S
S
A B
H E
R W
A L
C d w g
C-111 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177129 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177129 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177094 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177094 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177133 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177133 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177103 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177140 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177140 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177140 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177140 https://app.procore.com/2220524/project/drawing_areas/1744041/drawing_log/215177140…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .