SW6220302_Plansheet C-500 - Misc. Detail_20220331

NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH
THE PROJECT IS LOCATED MAY BE SUBSTITUTED.
3" RADIUS (SEE NOTE)
CO
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FLOWLIN 6" 2'-0"
COMPACTED
SUBGRADE
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBSURFACE COURSES PROVIDED
A MINIMUM THICKNESS OF 7"
IS MAINTAINED.
NOTE: CONCRETE TO BE 3000 PSI MIN.
CURB & GUTTER 1
NOT TO SCALE C-110
NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH
THE PROJECT IS LOCATED MAY BE SUBSTITUTED.
4"
�j 3" RADIUS (SEE NOTE)
co
y
SPILL LINE C 1'-6"
COMPACTED
SUBGRADE
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBSURFACE COURSES PROVIDED
A MINIMUM THICKNESS OF 7"
IS MAINTAINED.
NOTE: CONCRETE TO BE 3000 PSI MIN.
SPILL CURBING 2
NOT TO SCALE C-110
NOTES
1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2. SANITARY SEWER CLEAN —OUTS, WATER METERS, MANHOLES, AND
VALVE LIDS TO BE LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE
3. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN
WITHIN A DRIVEWAY APRON) SHALL BE CLASS "A" — 3,000 PSI.
4. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
5. 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
6. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
7. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
8. MIN GRADE FOR PROPER DRAINAGE IS 1 % IN AT LEAST 1
DIRECTION. MAX CROSS SLOPE IS 2% .MAX LONGITUDINAL SLOPE
IS 8.3%, 10% IF LIMITED BY EXISTING CONDITIONS OR NO GREATER
THAN THE SLOPE OF THE EXISTING ADJACENT ROAD.
1 /4' R SEE PLAN FOR WIDTH
SLOPE TO DRAIN
6„ 6,-0"
4­
SECTION A — A
............................
JF CURB
GE OF SECTION B — B
ENT
6„ 2 #4 BARS TOP OF REINFORCING
MIN 7/8" DIA CONTINUOUS BAR FLUSH WITH TOP
HOLE 7
OF CONCRETE
ag
O d
1 3/4" DIA. REINFORCING
12"-
212"�3/4" TO 1" BAR, IMBED 18" N
MIN 6' INTO SUBGRADE
1 " FRONT VIEW
a
5"
a a MIN SIDE VIEW
a
5-5/8"
MIN
WHEEL STOP %i
HANDICAPPED RAMP
COMPACTED SUBGRADE
SIDE WALK 3
NOT TO SCALE C-110
SIDEWALK
SEE PLAN FOR WIDTH
TOP OF SIDEWALK (FS +0.5'
FINISHED SURFACE (FS
SLOPE: 1 /4" 1'-0"
COMPACTED SUBGRADE
TURN DOWN SIDE WALK
NOT TO SCALE C-110 3A
EXPANSIO 6
JOINTS EP + 0.
R F
EQ. + 0.59�� p EP + 0.1 ' S
EP EL
EDGE OF PAVEMENT (TY c� EP + 0.1
SEE PRECISE GRADING
PLAN FOR ELEVATIONS .-•.
TRUNCATED DOMES • '•;0 • EP EL
HANDICAPPED RAMP
4"
lo,
SAW —CUT JOIN LIMITS OF PAVEMENT RECONSTRUCTION
EXISTING ASPHALT PAVEMENT 12" LIMITS OF NEW BASE
TACK COAT
_ ---- - NEW BASE
I��IZ✓I � �/A . . /fin/t�� �%'.r~_�=v
EXISTING BASE 1� NEW SUBGRADE
MATERIAL TACK COAT
SAWCUT
NOT TO SCALE C-110 4
5' RAMP
VARIES 0" TO 6" 6" (TYP.)
SIDEWALK
—SLOPE
1:12
MAX.
Q0
0
6,
%
•••••:•TRUNCATED DOMESftft•+••••
.........................
• • • • • • • • • • • • • • • • • • • • • • • • •
.........................
PLAN
HANDICAPPED RAMP
NOT TO SCALE C-110 J NOT TO SCALE C-110 U NOT TO SCALE C-110 NOT TO SCALE C-110
2" S9.5 C MIX
E 3" 119.0 C MIX
10" ABC
E
BITUMINOUS ASPHALT PAVEMENT
NOT TO SCALE
C-110
6" PORTLAND CEMENT
_
Fc = 650 FLEX
6X6 W2.OXW2.0
6" AGGREGATE
BASE COURSE
♦��������
/I� W/W/��/��/WI NN
COMPACTED SUBGRADE
/��/
JOINTING PER ACI STANDARDS
HEAVY -DUN RIGID CONCRETE PAVEMENT
CURB LINE OR END
OF PARKING SPACE
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
5 FT MIN. ACCESSIBLE
9 FT MIN. VAN ACCESSIBLE
\,__-CENTERLINE OF
PARKING SPACE
PAVEMENT MARKINGS TO BE
4" WIDE AND WHITE
ACCESSIBLE PAVEMENT MARKING
12"
RESERVED
PARKING
�r
VAN
ACCESSIBLE
ADDITIONAL SIGN
TO INDICATE A
01 "VAN ACCESSIBLE"
HANDICAP SPACE
—CONTRACTOR TO ADD GS 20-37.6 TO THE
RESERVED PARKING MAXIMUM PENALTY —$ 250 SIGN.
—REFER TO THE FORT BRAGG IDG, VAN ACCESSIBLE
TYPE SIGNAGE, PAGE 5, REV AUGUST 2019 FOR
COMPLIANCE.
ACCESSIBLE SIGNAGE
24" R1 —1
24" R5-1
z
0
1
i�
SIGN POST CAN BE AUGURED OR
DRIVEN INTO SUITABLE SOIL
CONDITIONS ALL SIGNS MUST MEET
THE REQUIREMENTS OF MUTCO AND
FT. BRAGG.
POST SHALL BE U—CHANNEL POST
MADE OF GALVANIZED STEEL WITH 8'
POST 2LBS/FT OR 12' POSTS
3LBS/FT.
STREET SIGNS
24" W11A-2
1. USE THE COLORS, WHITE & BLUE FOR ALL PAVEMENT
MARKING SYMBOLS.
2. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO
ENCROACH INTO INTERSECTION AREAS.
3. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS
TRANSVERSE EXPANSION JOINTS ON PORTLAND CEMENT
CONCRETE PAVEMENTS, UNLESS APPROVED BY THE
ENGINEER.
4. CONFIRM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS
FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS". SYMBOL
DIMENSIONS CAN VARY AMONG MANUFACTURERS, THEREFORE
SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
SYMBOLS ARE REQUIRED TO BE APPROVED BY THE
DEPARTMENT.
5. MARKINGS ON ASPHALT SHALL BE THERMOPLASTIC
(EXTRUDED) MATERIAL OR HEATED IN PLACE THERMOPLASTIC
MATERIAL IN COMPLIANCE WITH NCDOT STANDARD
SPECIFICATIONS. THE PRODUCT MUST BE ON THE NCDOT
QPL LIST FOR ASPHALT SURFACE COURSES.
6. MARKINGS ON CONCRETE SHALL BE POLYUREA MATERIAL OR
ENNIS FLINT HEAT IN PLACE THERMOPLASTIC MATERIAL IN
COMPLIANCE WITH NCDOT STANDARD SPECIFICATIONS. THE
PRODUCT MUST BE ON THE NCDOT QPL LIST FOR ASPHALT
SURFACE COURSES.
PAVEMENT MARKING NOTES
NOT TO SCALE C-1 io\z~j NOT TO SCALE C-110 lv NOT TO SCALE C-110 11 NOT TO SCALE C-110 � NOT TO SCALE
C-110
1Calibre
EX HANG
ARMY & AIR FORCE EXCHANGE SERVICE
C A R 04
=0� •F E s s i o'• ��(''''��
SEAL
025483
3-16-22
REVISION NO.
DATE & DESCRIPTION
CONSTRUCTIO
SET
20 OCT 2021
DRAWN BY:
RLW
CHECKED BY-
HSR
COORDINATION: DATE:
XXX
RECOMMENDED: DATE:
APPROVED: DATE:
myv�w1736 E. Sunshine,
Suite 311
Springfield, Missouri
66804
MARSHALL ■ WATERS ■ WGDDY Phone: [phone]
ARCHITECTURE • PLANNING FAX:[phone]
PROJECT:
CONSTRUCT NEW
GRUBER MINI -MALL
FT. BRAGG,
NORTH CAROLINA
DRAWING TITLE:
DETAILS - SITE
DATE: SCALE: SHEET'
20 OCT 21 AS NOTED
DRAWING/PROJECT NO: C-500
0530-11-000004
OF
Calibre Engineering, Inc.
PO BOX 4041
Wilmington, NC 28406 [phone]
www.calibre-engineering.com
Construction Management Civil Engineering Surveying