SW6220302_Plansheet C-120 - Grading_Drainage Plan_20220331

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/ GL: 397.1
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MATCHLINE SEE SHEE C-121
C: �G•
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TC: 394.6
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<� B CONNECT SLOTTED DRAIN TO CB8 \ WITH 6" END CAP `396 G� \
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67° ACO K200 OR EQUAL
WITH 661 Q SLOTTED GRATE C".
ACO K200 OR EQUAL 5\ \ 96
WITH 661 Q SLOTTED GRATE \ 96� 9
STORM PROFILE 3
SEE SHEET C-300
U
397 397
DRAINAGE DIVIDE DRAINAGE DIVIDE
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397 397
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TC: 398.1
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GRUBER ROAD i
TOP OF SIDEWALK (FS +0.5')
FINISHED SURFACE (FS)
8" CEMENT -
6" ABC STONE -
COMPACTED SUBGRADE
SLOPE
. -,---CONCRETE
4" STONE
TC: 397.4
GL 6
\ 104.7 LF 18" CL IV RCP I
STORM PROFILE 2 SEE SHEET C-300 �G � I
TC.396.2 M
Q) GL:395.7 I \
TC: 395.8
GL:395.3 �9Q1>2
CURB CUT
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840.03 INLET GRADING KEY EXTRUDED SIDEWALK GRADING KEY 0 10 20 40
NOT TO SCALE C-120 1 NOT TO SCALE C-120 2
1 inch = 20 ft. Horizontal
1
v
aoP
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
N OTED.
3. SEE SHEETS C-300 FOR STORM DRAIN PROFILES.
4. SEE SHEET C-508 FOR STORM DRAIN DETAILS.
5. SEE SHEETS C-130-131 AND C-503-507 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.
Structure Table
Structure
Name
Details
RIM =
395.300
CB1
INV IN
= 390.200
INV OUT
= 390.200
RIM =
395.000
CB2
INV IN
= 390.600
INV OUT
= 390.600
RIM =
395.900
CB3
INV IN
= 391.000
INV OUT
= 391.000
RIM =
395.900
C64
INV IN
= 391.400
INV IN
= 391.400
INV OUT
= 391.400
RIM =
395.900
C66
INV IN
= 392.500
INV OUT
= 392.500
CB7
RIM =
395.900
INV OUT
= 393.000
RIM =
396.100
CB8
INV IN
= 394.000
INV OUT
= 392.000
RIM =
392.100
C69
INV IN
= 387.300
INV IN
= 389.500
INV OUT
= 387.300
RIM =
391.900
CB10
INV IN
= 388.000
INV IN
= 387.600
RIM =
393.600
CB11
INV IN
= 390.000
INV OUT
= 390.000
RIM =
396.100
CB12
INV IN
= 393.200
INV OUT
= 392.700
RIM =
399.100
JB5
INV IN
= 392.000
INV OUT
= 392.000
JB14
RIM =
396.700
INV IN
= 391.000
STRUCTURE TABLE
NOT TO SCALE C-120
,,, aI 1'b rL
Calibre Engineering, Inc.
PO BOX 4041
Wilmington, NC 28406 [phone]
www.calibre-engineering.com
Construction Management Civil Engineering Surveying
TM
EXCHANGE
ARMY & AIR FORCE EXCHANGE SERVICE
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C A R C�'''%''��.
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SEAL
025483
3-16-22
REVISION NO.
DATE
& DESCRIPTION
BY
1-30-21 REVISED PER BASE COMMENTS RLW
CONSTRUCTION
SET
20 OCT 2021
DRAWN BY:
RLW
CHECKED BY:
HSR
COORDINATION: DATE:
XXX
RECOMMENDED: DATE:
APPROVED: DATE:
1736 E. Sunshine,
Suite 311
Springfield, Missouri
65804
MARSHALL WATERS ■ WGDDY Phone: [phone]
ARCHITECTURE PLANNING FAX: [phone]
PROJECT -
CONSTRUCT NEW
GRUBER MINI -MALL
FT. BRAGG,
NORTH CAROLINA
DRAWING TITLE:
SITE GRADING &
STORM DRAINAGE
PLAN
DATE: SCALE:
SHEET:
20 OCT 21 AS NOTED
`+-120
DRAWING/PROJECT NO:
0530-11-000004
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