C106_R1_AD1.pdf
PDF 1 MB Posted
- Solicitation number
- PE-55462-NONST-2025-000000010
- Issued by
- Wilcox County, Georgia
About this file
This is a septic system plan drawing (C106) for the Rossville Middle School New Field and Concessions project in Walker County Schools, located at 316 Bulldog Trail in Rossville, GA. The drawing, dated December 17, 2024, shows the detailed layout of a 4" PVC septic line system, septic/pump tanks, distribution box, chamber lines, and clean-outs for the new athletic field and concessions facility. The plan includes topographic details with elevation contours ranging from approximately 730 to 778 feet, building locations including a bathroom and concessions building with FFE 778.60, dugouts, bleachers, and various infrastructure elements.
The drawing contains extensive technical specifications including utility locations, drainage structures, and stormwater management features. Notable elements include multiple drainage inlets (DI), storm sewer pipes of varying sizes (PVC, HDPE, and CMP), concrete flumes, and detailed elevation measurements throughout the site. The plan includes specific installation notes regarding soil conditions, trench requirements, and erosion control measures. The scale is 1" = 30' and includes standard utility location disclaimers and contractor responsibilities for existing utility protection.
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Text version
BRICK BLDG
W/ PAVILLION
I I
D
D
I
H
L.L.
L.L.
L.L.
L.L.
DI
TOP: 752.13
I.O.(A): 751.08 I.I.(B): 751.18
WATER VAULT
DO
DO
DO
DO
BLD
BL
D
FF
E:
.6
DI (4)
FILLED WITH MUD
& WATER (N.P.V.)
TREELINE
10" PVC
I.O.: 757.33
8" HDPE (B)
H
CONC. FLUME
GRAVEL
E.N.F.
" C
MP
DI
TOP:774.15
I.O.:770.66
CONC. FLUME
CONC.
BLDG
O/H
ASPHALT
GRAVEL
GRAVEL
BLDG
O/HBRICK
BLDG
WOOD
PAVILLION
BRICK BLDG
FFE:756.93
CONC.
CONC.
CONC.
METAL
BLDG
SHED
SHED
6" PVC
6" PVC
8"
PVC
CO
TOP:743.68
(A) (B)
(A)(B)
METAL SHED
FFE:756.93
e
H H
H
H
H
H
H
FFE:760.03 +
TWO 6"
PVC PIPES
I.E.:736.03
CONC. I.E.:735.95
15" PVC
15" HDPE
CONC.
E.N.F.
DI
TOP:750.86
I.O.(A):746.77 I.I.(B):747.40
(A) (B)
15" HDPE
15" HDPE
JB
TOP:751.66
I.O.(A):747.97 I.I.(B):749.80
15" HDPE
(ABOVE
GROUND)
DI
TOP:738.78
I.O.(A):734.88 I.I.(B):736.47
E.N.L.
E.N.L.
15" CMP
10" PVC
10" PVC
(A) (B)
DI
TOP:739.79
I.O.(A):738.04 I.I.(B):738.04
(A)
(B)
METAL RAMP
BLEACHER
(SHOWN PER
AERIAL
IMAGERY
TAKEN
02-01-2024)
CONC.
ELECTRIC
CABINET
BLDG
O/H
WATER
VAULT
DI
TOP:738.18
I.O.:735.99
END OF PIPE
I.E.:734.06
(TOP OF PIPE
EXPOSED,
PIPE IS FULL
OF DEBRIS)
12" PVC
I.E.:734.10
I.E.:733.60
CONC. PAD
EOS
EOS
EOS
ASPHALT
ASPHALT
ASPHALT
ASPHALT
PANTHERS
CROSSING SIGN
W/ ARM, LIGHTS
AND HORN
CONC.
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
BLEACHER
(SHOWN PER
AERIAL IMAGERY
TAKEN
02-01-2024)
FFE:759.90
EOS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC
LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
TOPOGRAPHIC LIMITS
DI
TOP: 739.99
I.O.(A): 734.54 I.I.(B): 735.89 I.I.(C): 736.39
12" PVC
10" PVC
(A)
(B)
(C) E.N.F.
E.N.F.
15" CMP
E.N.L.
10" PVC
DI
TOP: 739.85
I.O.(A): 737.33 I.I.(B): 737.37
(A)
(B)
(A)
(B)
SSMH
TOP: 740.35
I.O.(A): 734.07 I.I.(B): 734.09
LCLP
LCLP
LCLP
LCLP
LCLP
LMLP
LMLP
CO
TOP:743.58
I.E.:743.89
DI
TOP: 732.48
I.O.(A): 730.68
DI
TOP: 732.17
I.O.(A): 730.42 I.I.(B): 730.47
TOP: 731.86
I.O.(A): 729.91 I.I.(B): 729.91
15" HDPE
I.E.:749.76
8" HDPE
(A)
EOS
WOODS LINE
W
OODS LINE
W
OODS LINE
WOODS LINE
H
6'CLF
6'CLF
6'CLF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'C
LF
6'CLF
6'CLF
6'CLF
6'C
LF
6'C
LF
6'
CL
F
6' C
LF
6'
C
LF
6'C
LF
6'C
LF
D U
G O
U T
DUGOUT
BL
EA
C H
ER
S
BLEACHERS
TABLE
BATHROOM
CONCESSIONS
BUILDING
F.F.E. 778.60
PD
PDPDPD
PD
PD
PD
PD
PD
PD
PD
PD
PD
PD
PD
PD
PD
PD FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
R D
RD
FDFD
FD
SD
SD
NO
D
UM
PI
NG
S
TO
RM
S
EW
ER
SD
SD
SD
NO DUMPING
STORM SEWER
NO DUMPING
STORM SEWER
SD
NO DUMPING
STORM SEWER
SD
SD
SD
SD
SD
SD
NO DUMPING
STORM SEWER
0.
0.
0.
4.
6.
8.
2.
4.
6.
8.
2.
4.
6.
8.
2.
4.
6.
0.0
750.00
0.
0.
2.0
4.
6.
8.
2.
4.
6.
8.0
2.
4.
6.
8.
2.
4.
6.
8.
2.
4.
6.
778.00
8.
730.00
0.
0.
0.
770.00
0.
780.00
0.
724.00726.00728.00732.00
4.
6.
8.0
2.
4.
6.0
748.00
2.
4.
6.
8.
2.
4.
6.
8.
772.00
4.
6.
8.
2.0
0.
0.
0.
0.
0.
0.
0.
0.
740.00
0.
0.
0.
760.00
0.
4.
6.
8.
8.
2.
2.
4.
4.
6.
6.
8.0
8.
2.
4.
6.
6.
6.
758.00
8.
8.
8.
8.
0.
0.
0.
6.
6.0
6.
8.0
8.
8.
2.
4.
6.
8.
2.
4.
6.
8.
2.
770.00
770.00
770.00
764.00 766.00
768.00
768.00
768.00
772.00
772.00
772.00
774.00
774.00
774.00
776.00
750.00
0.
0.
0.
748.00
752.00754.00756.00
8.
2.
4.
6.
8.
2.
4.
774.00
4.
6.
776.00
776.00
8.
2.
4.
6.
8.
0.
0.
0.
750.00
8.
2.0
4.0
6.0
748.00
752.00 754.00
760.00
0.0
762.00764.00 766.00
8.0
2.0
4.0
6.0
8.0
1,000 GAL SEPTIC TANK
SEE DETAIL ON C107
4" PVC
CLEAN-OUT (TYP)
4" PVC INV: 775.60
INV IN: 774.43
INV OUT: 773.93
1,000 GAL PUMP TANK
SEE DETAIL ON C107
SEE U101 FOR FORCE MAIN
ROUTING AND PUMP LOCATION.
P4
P5 P6
C U
N N
IN
G
H
AM
M O
N
TE
VE
LL
O2 CHAMBER LINES AT
75' EACH SEE DETAIL
ON SHEET C107
RESERVE AREA
DIST. BOX
INV IN 2" ABOVE
INV OUT OF 4" PVC
INV IN 2" BELOW
DIST. BOX OUTLET.
12" MAXIMUM TRENCH
DEPTH. CONTRACTOR TO
ENSURE MINIMUM COVER
REQUIREMENTS ARE MET
4" PVC (TYP.)
SEE U101 FOR FORCE
MAIN CONNECTION.
P2
C U
N N
IN
G
H
AM
P1
P3
UDORTHENTS
C106
SCALE: 1" = 30'
SEPTIC PLAN
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTORS
CONVENIENCE ONLY. OTHER UTILITIES MAY BE PRESENT
BUT NOT SHOWN ON THESE DRAWINGS. THE ARCHITECT &
ENGINEER ASSUME NO RESPONSIBILITY FOR THE UTILITY
LOCATIONS SHOWN, AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF
ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL
DAMAGE MADE TO THE EXISTING UTILITIES BY THE
CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"
CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE
RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM
DAMAGES TO THE EXISTING UTILITIES.
CAUTION:
Feet 0 30 60
DRAWING NUMBER
ISSUED FOR CONSTRUCTION
REVISIONS
COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.
THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND
SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART
WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.
C
12-17-2024
BID PACKAGE BP-1
SA&E PROJECT NUMBER
ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")
A
12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
B
C
D
E
F
G
H
I
J
K
L
M
N
ROSSVILLE MIDDLE SCHOOL
NEW FIELD AND CONCESSIONS FOR:
WALKER COUNTY SCHOOLS
301 N CHEROKEE ST, LAFAYETTE, GA 30728
316 BULLDOG TRAIL, ROSSVILLE, GA 30741
746-0206
01-920-041
# Doc # Date
SOIL TEST HOLE NUMBER / LOCATION
SOIL SERIES
SEPTIC LEGEND:
4" PVC SEPTIC LINE
SEPTIC / PUMP TANK
SEPTIC NOTES:
1. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, REFERENCE POINTS
AND STAKES.
2. IF THE CONTRACTOR, IN THE COURSE OF WORK, FINDS ANY DISCREPANCIES
BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR
ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY
THE ENGINEER, IT SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE
ENGINEER, IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE
SAME. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL
BE AT THE CONTRACTOR'S RISK.
3. THE PURPOSE OF THE DRAWING IS TO CONVEY THE OVERALL SCOPE OF
WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS
REQUIRED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION
PRACTICES.
4. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS AND
NOTIFICATIONS BEFORE STARTING INSTALLATIONS. CALL FOR INSPECTIONS
BY LOCAL AUTHORITY HAVING JURISDICTION AS REQUIRED.
5. CONTRACTOR SHALL CONDUCT INSTALLATIONS ENSURE MINIMUM
INTERFERENCE WITH ROADS, DRIVES, WALKS, AND OTHER ADJACENT
OCCUPIED OR USED FACILITIES.
6. CONTRACTOR SHALL ERECT TEMPORARY PROTECTION, SUCH AS FENCES, TO
SECURE AREAS OF CONSTRUCTION AND TO SEPARATE THOSE ACTIVITIES
FROM ALL SCHOOL ACTIVITIES.
7. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND
LANDSCAPING TO REMAIN.
8. DO NOT INSTALL TRENCH OR CHAMBER SYSTE IN WET CONDITIONS.
9. INSTALL ES&PC MEASURES TO PROTECT THE SITE DURING RAINFALL EVENTS.
10. EXCAVATE AND LEVEL TRENCHES TO PROPER WIDTH, CENTER-TO-CENTER
SEPARATION. VERIFY TRENCHES ARE LEVEL OR PRESCRIVED SLOPE.
11. SMEARING OF SOILS ON TRENCH BOTTOMS AND SIDES SHALL BE REMOVED
BY RAKING OR SIMILAR METHOD.
12. ROCK AND DEBRIS SHALL NOT BE PERMITTED IN TRENCHES.
13. INSTALL CHAMBERS PER MANUFACTURER'S DIRECTION UTILIZING
CONNECTORS AND END CAPS.
14. ALL DISTURBED AREAS SHALL BE GRASSED AT THE COMPLETION OF
INSTALLATIONS.
1 AD1 01-10-2025
P1
CUNNINGHAM
DISTRIBUTION BOX
CHAMBER LINES
CLEAN-OUT
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