SW6220302_Plansheet C-121 - Grading_Drainage Plan_20220812

J
\ 3< 5�C'. 3 c
9
9sop B rn
\ C-120 0)
CURB G 3
CURB CUT / C 39
395.40 FS
TC: 396.2
STORM PROFILE 1 GL:395.7 0
SEE SHEET C-300 i�
NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH
THE PROJECT IS LOCATED MAY BE SUBSTITUTED.
4"
14
F 2" RADIUS (SEE NOTE)
COMPA(
SUBGR/
CURB CUT IN PARKING LOT
NOT TO SCALE
C-120-C121
30.4 LF 24" CL III RC
MATCHLINE SEE SHEE C-120
1
1
0
0)
—41.4 LF 24" CL III RCP
\ I
I I I A . I +i
STORM PROFILE 4 SEE SHEET C-300
TACO K200 OR EQUAL
M WITH 661 Q, SLOTTED GRATE
1.8 LF 24" CL III RCP
�c; AEPP-
1p =
LEGEND
BUILDING
DIRECTION OF PIPE FLOW
FS
FINISHED
SURFACE
TSW
TOP OF
SIDEWALK
TG
TOP OF
GRATE
TC
TOP OF
CURB
GL
GUTTER
LINE
NOTES:
1. SLOPES ARE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
2. ALL ELEVATIONS ARE AT GUTTER LINE UNLESS OTHERWISE
NOTED.
3. SEE SHEETS C-300 FOR STORM DRAIN PROFILES.
4. SEE SHEET C-508 FOR STORM DRAIN DETAILS.
5. SEE SHEETS C-131 AND C-503-506 FOR EROSION
CONTROL MEASURES.
6. GRADING IN LANDSCAPE AREAS AT BUILDING TO BEGIN
0.5' BELOW FINISHED FLOOR.
7. CURB INLETS TO BE NCDOT 840.03 OR EQUAL, GRATE
INLETS TO BE NCDOT 840.16, JUNCTION BOXES TO HAVE
NCDOT 840.54 FRAME AND COVERS. ALL STORM
STRUCTURES TO BE H-20 LOADING OR GREATER.
111Calibre
EXCHANGE
ARMY & AIR FORCE EXCHANGE SERVICE
o`,X \N CAR 04''/��'''%
SEAL ti9<9
025483
8-11-22
I DATE REVISION NO.
& DESCRIPTION BY
1-30-21 REVISED PER BASE COMMENTS RLW
3-16-22 REV. PER SW DEQ COMMENTS RLW
8-11-22 REV. PER SW DEQ COMMENTS RLW
CONSTRUCTION
SET
20 OCT 2021
DRAWN BY:
RLW
CHECKED BY:
HSR
COORDINATION: DATE:
XXX
RECOMMENDED: DATE:
APPROVED: DATE:
PROJECT:
CONSTRUCT NEW
GRUBER MINI -MALL
FT. BRAGG,
NORTH CAROLI NA
DRAWING TITLE:
SITE GRADING &
STORM DRAINAGE
PLAN
DATE: I SCALE: I SHEET:
20 OCT 21 AS NOTED C-121
DRAWING/PROJECT NO:
0530-11— 000004
0 10 20 40
1 inch = 20 ft. Horizontal
Calibre Engineering, Inc.
PO BOX 4041
Wilmington, NC 28406 [phone]
www.calibre-engineering.com
Construction Management Civil Engineering Surveying