C403 Site Details

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HI -VISIBILITY CROSSWALK
STANDARD CROSSWALK
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SIDEWALK
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B' MIN.
B" WHITE
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-DETECTABLE WARNING
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CROSSWALK
CROSSWALK LINES
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4' MIN. EDGE OF TRAVEL
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4' % 4' 24" WHITE
CLEAR SPACE
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24" GAP
CURB RAMPS
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10' MIN. WIDTH
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1- THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6 FEET, THE MINIMUM WIDTH OF HI -VISIBILITY CROSSWALKS IS 10 FEET.
LEGEND
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2- SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL IS 4' MIN.
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DIRECTION OF
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3- BEYOND THE CURB FACE, A CLEAR SPACE OF 4' X 4' FEET MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE CROSSWALK.
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TRAFFIC FLOW
CURB RAMP WITH
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W
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DETECTABLE
4- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD
WARNING DOMES
BE COORDINATED WITH THE SIGNAL DESIGN SECTION OR AS DIRECTED BY THE ENGINEER,
5- CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS.
HEFT i OF 1
SHEET 1 OF 1
1205.07
1205.07
CROSSWALK DETAIL
NTS
16' WIDE 2:1 SLOPE - I 8 16 IDE 2:1Al SLOPE P 8' HIGH Al TOP
NTS
MINE SIDE
18' BERM TOP
ROAD/ADJACENT SIDE
GENERAL NOTES:
-; 1.
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
°
INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
g` :.
SIDEWALK JOINS ANY RIGID STRUCTURE.
'4 •' :.A 1, 2.
SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3.
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
p r •: 4 1 • ' 4.
WIDTH OF SIDEWALKS ON NON —THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
GROOVE JOINT IN SIDEWALK 5.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6.
ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7.
LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON—SKID AS SPECIFIED BY
ENGINEER.
8.
JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
1/8" RADIUS -----�
RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
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�— JOINT FILLER
---- 1/2'
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TRANSVERSE EXPANSION
JOINT IN SIDEWALK
-1/2" EXPANSION JOINT
1.50% (2.00% MAX.)
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
EM
CROSS —SLOPE
1.56%
4'
1"
5'
1"
1,67%
6'
1-A"
1.56%
8'
1-4"
1.56%
' 1 CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
SIDEWALK DETAIL
NTS
NOTES:
LARGE TREES SHALL BE 2" CALIPER AND 12' HEIGHT H
AT PLANING, BALLED AND BURLAP. TREES SHALL BE DOUBLE -STAGGERED WITH 8-10' CENTERS
SEED THE ENTIRE BERM AFTER TREE AND SHRUB PLANING WITH PANICUM VIRGATUM, SWITCH
GRASS, AT A RATE OF 8 LBS/ACRE DO NOT MOW.
SEE TABLE BELOW FOR ALLOWABLE TREES AND SHRUBS.
LARGE TREE�
Scientific Name Common Name
Pinos Taeda LoBlolly Pine '..
2.5'
8
2.0
PARKING SPACE PAVEMENT MARKINGS
SIGNAGE-- -® (a) ® (B)
(MUST NOT OBSTRUCT
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE
(SEE NOTE 2)
AS SHOWN
ON PLANS
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IF
0
104.0,0"
r
:
2% MAX. SLOPE IN ANY
DIRECTION ACROSS THE
PARKING/UNLOADING SPACES.
NOTE:
ONE OUT OF EVERY
SIX (6) ACCESSIBLE
SPACES, BUT NOT
- -
- -
- - - - - LESS THAN ONE, IS
REQUIRED TO BE VAN
ACCESSIBLE, PER
VAN
VAN
SECTION 1 OF
ACCESSIBLE
ACCESSIBLE
BUILD
NC STATE BUILDING
SPACE
(OPTION 1)
SPACE
(OPTION 2)
CODE
o
MUTCD
AN
[[AXESSIBLE
R7-8P
12"x6"
No
MUFCD
RESERVED
R7-1
PARKING
1z"xi8"
PARKING
RMUTCD
R7-8
7-8
RESERVED
12"x,8"
PARKING
MUTCD-ANY
®
TIME
12"x18•
OPTIONAL
MAXIMUM
ACCESIBLE
PENALTY
CLDSM 50.10C
LOADING
$250
12"x9"
ZONE SIGN
MAXIMUM
PENALTY
CLDSMLDSM 50.10C
$250
SEE STANDARD NO. 50.10C FOR
SUPPLEMETAL SIGN DETAIL
NOTES;
1. ALL 12"x18" ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED
TO 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN
WHICH PEDESTRIANS ARE NOT EXPECTED TO USE.
2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED
AT LOADING ZONE AREA, MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE.
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES.
4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND
DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINADEPARTMENT OF
TRANSPORTATION SUPPLEMENT AND NO BUILDING CODE FOR ADDITIONAL
INFORMATION.
ACCESSIBLE PARKING AND SIGNAGE DETAILS
NTS
30.0'
12" CRUSHER RUN OR
CABC STONE
HAUL ROAD TYP. SECTION
NTS
In' - "T" P(15T
PULL POST
ASSEMBLY g" DIA.
1100' INCREMENT?
STABILIZE ROAD SIDE. DITCHES
WITH 8' WIDTH CURLEX III NIGH
VELOCITY MATTING OR
APPROVED EQUIVALENT.
FIXED KNOTTED WIRE FENCING PERIMETER FENCE DETAIL
NTS
SWALE
2'
4' MIN
F
SINGLE STRAND
/BARBED WIRE
,10' - "T" POST
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C 2019 LaBeIIa Associates
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ALAMANCE
AGGREGATES, LUI Threatt, VP
NO: DATE: DESCRIPTION:
REVISIONS __ _ _�
PROJECT NUMBER:
2190335
DRAWN BY:
RFVIFWFn BY.
KCG/ATC
ISSUED FOR:
CONSTRUCTION
DRAWING NAME:
DRAWING NUMBER:
//10/1`.9