C104_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 grading plan drawing (C104) for the Rossville Middle School Athletic Field and Concessions project in Walker County, Georgia. The drawing shows detailed site grading plans for a new athletic field complex that includes a baseball field, dugouts, bleachers, and a bathroom/concessions building with a finished floor elevation of 778.60. The plan indicates construction limits, existing and proposed contours, drainage slopes, and spot elevations throughout the site.
The drawing contains detailed grading notes specifying requirements for contractors, including topsoil management, erosion control measures, drainage specifications, and finish elevation requirements. Key features include a detention pond with specific top of dam elevation at 774.00 and top of spillway at 772.50, various storm sewer structures with specified invert elevations, and a dry enhanced swale. The drawing is at a scale of 1" = 30' and includes standard construction symbols and legends for curb and gutter, contours, spot elevations, and construction limits. The document was issued for construction on December 17, 2024, with Addendum 1 dated January 10, 2025.
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Text version
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GATE
TREELINE
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BUILDING
F.F.E. 778.60
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BW 777.13
TW 787.39
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TOP OF DAM
GRADING LIMITS
GRADING LIMITS
GRADING LIMITS
MAINTAIN EXISTING
GRADES ON GRAVEL
PARKING
TIE IN TO EXISTING
GRADES
PROVIDE POSITIVE DRAINAGE
PROVIDE POSITIVE DRAINAGE AWAY
FROM BUILDING IN ALL DIRECTIONS
TOP OF DAM = 774.00
TOP OF SPILLWAY = 772.50
TW 777.13
TW 777.13
BW 777.13
778.00
778.00
CB A-3
TOP:775.20
INV OUT:771.03 NW
JB A-2
TOP:776.20
INV IN:770.91 SE
INV OUT:770.81 NE
HW A-1
TOP:770.55
INV IN:770.00 SW
OS C-3
TOP:772.00
INV OUT:766.28 E
HW C-1
TOP:760.58
INV IN:758.00 NW
JB C-2
TOP:766.28
INV IN:760.68 W
INV OUT:758.28 SE
YD B-2
TOP:778.56
INV IN:775.39 E
INV OUT:775.29 W
CB B-1
TOP:775.21
INV IN:773.60 E
FES D-4
TOP:749.06
INV OUT:747.00 S
FES D-1
TOP:747.08
INV IN:744.00 N
CI D-2
TOP:750.25
INV IN:744.82 N
INV OUT:744.72 S
CI D-3
TOP:749.56
INV IN:745.90 N
INV OUT:745.80 S
779.25
778.58
YD B-3
TOP:778.58
INV OUT:775.71 W
778.57
778.60778.60
DRY ENHANCED
SWALE. SEE C502
741.00 741.00
739.80
739.80
0.
0.
8.
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
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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
C104
SCALE: 1" = 30'
GRADING NOTES:
1. GRADES SHOWN REPRESENT FINISH ELEVATIONS. CONTRACTOR TO
DEDUCT FOR SUB-GRADE ELEVATIONS.
2. CONTRACTOR TO SEED ALL AREAS DISTURBED IN CONSTRUCTION AREA,
INCLUDING AREAS WITHOUT TOPSOIL COVER.
3. CONTRACTOR TO STRIP TOPSOIL AND STOCK PILE ON-SITE FOR USE IN
THE LANDSCAPED/SEEDED AREAS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING CURB AND
SIDEWALKS AND SPREADING TOPSOIL IN SAME AREA.
5. CONTRACTOR SHALL REPAIR/RESTORE AREAS DAMAGED BY
CONSTRUCTION EQUIPMENT OR REMEDIAL WORK REQUIRED DUE TO
EROSION OR ACCUMULATED SILT.
6. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE
COMMENCEMENT OF ANY GRADING OR CLEARING.
7. ALL GRATES, MANHOLE COVERS, RINGS AND OTHER ACCESSORIES
SHOWN ON DETAILS SHALL BE PROVIDED UNLESS MARKED N.I.C.
8. ALL PIPES SHALL BE GROUTED INSIDE AND OUTSIDE OF STRUCTURES.
PIPES SHALL BE GROUTED OUTSIDE STRUCTURE PRIOR TO BACK-FILLING.
9. CONTRACTOR TO GRADE GRASSED AREAS TO MATCH GRADES SHOWN
AND MAINTAIN BUILDING AND PAVED AREA GRADES.
10. ALL SPOT GRADES ALONG CURB AND GUTTER ARE TO BOTTOM OF CURB
UNLESS OTHERWISE NOTED. (NOT SUBGRADE ELEVATION).
11. THE OVER-EXCAVATION OF THE DETENTION POND FOR SEDIMENT
STORAGE SHALL BE TEMPORARY. AT OR NEAR COMPLETION OF THE
PROJECT, THE SEDIMENT SHALL BE REMOVED, DISPOSED OF ON-SITE AND
THE POND SHALL BE BROUGHT TO FINISHED GRADES AS SHOWN ON
GRADING PLAN AND GRASSED. THE POND SHALL DRAIN COMPLETELY
AFTER FINAL GRADING.
GRADING PLAN
GRADING LEGEND:
S
CL
PROPOSED BUILDING
CURB & GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
PROPOSED SPOT ELEVATIONS
DRAINAGE SLOPE
CONSTRUCTION / CLEARING LIMITS
TOP OF WALLTW
1120.00
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
BOTTOM OF WALL (NOT TOP OF FOOTING)BW
1 AD1
01-10-2025
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