C403 Site Details_20190718

LaBe' Ra
Powered by pa tnership.
PARKING SPACE PAVEMENT MARKINGS 615 St. George Square
SIGNAGE—Q) (a) (D (B) Q (D (8) OC
(MUST NOT OBSTRUCT Suite 300
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE Winston-Salem, NC 27103
­ [;f ///I (SEE NOTE 2) 336-842-4065
111A 2% MAX, SLOPE IN ANY
a /,//] DIRECTION ACROSS THE C#0430
HI-VISIBILITY CROSSWALK STANDARD CROSSWALK AS SHOWN PARKING/UNLOADING SPACES.
ON PLANS labellapc.com
'a STOPBAR NOTE
>8 0 ONE OUT OF EVERY
9 M-4 c") SIX (6) ACCESSIBLE
C'C' SPACES, BUT NOT
> v
LU U-
> M4 LESS THAN ONE, IS
Z G,0(D REQUIRED TO BE VAN 111111,
=MOO SIDEWALK 4' MIN, IN. MITE < f- I— ACCESSIBLE, PER
Z�Mr�ln TO P5 STRI CROSSWALK LINES ��LL.�LU VAN CA
00� /—DETECTABLE WARNING CROSSWALK C ALK M 0� SECTION 1106.5 OF
< ACCESSIBLE ACCESSIBLE NC STATE BUILDING ......
DOMES
0 G, SPACE SPACE
I . (OPTION 1) (OPTION 2) CODE
> 4' MIN. -1 5:
EDGE OF TRAVEL N f-
TO CROSSWALK LINE 0-
UJ GENERAL NOTES:
CURB RAMP
000000 nA 22052
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE \42111
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANS10N JOINT WILL BE REQUIRED AT GINS
INTERVALS OF NOT MOR R7-8P
SIDEWALK MUrCD RESERVED
[[AX�j R7 I
'�A
E THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN MUTCD
L ADJACE14T CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE 12"XG"
4 SIDEWALK JOINS ANY RIGID STRUCTURE. 12"XIB" PARKING
M CLaW SPACE 24" MITE 4' 4 L
z CROSSWALK LINE M "4 MUTCD
A 1',
CD 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. PARKI G R7-8
LL
U) cn RESERVED 12*xlB*
24" GAP
CURB RAMPS 3� WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH MUTCD AN - ------
M > z 0 �e '.� ..' �: OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT. PARKING - I
_j F&
Z R7 13
OM < 4. WIDTH OF SIDEWALKS ON NON—THOROUGH FARE STREETS SHALL BE BASED ON TYPICAL
c') M � M TIME 7
-I EC 4' X 4' STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT 12"X18"
:0 M CL R SPACE oc he I
cn INTERSECTING STREETS.
z 0 '[M T
z —1 M GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. OPTIONAL PA IMUM
0 EC cc 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL ACCESIBLE ENX CUDSM 50.10C
P !N:AI UM
M
LTY]
0 < z SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. LOADING $250: 12'xg"
> 10' MIN. WIDTH CI
z < ZONE SIGN
U) = 0 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON—SKID AS SPECIFIED BY
07 ;K 1ju ENGINEER. MAXIMUM
U) r= PENALTY CLOSM 50.10C
>* ILM 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION $250 12"xg"
Z
Lij
2q G) Z 1- THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6 FEET. THE MINIMUM WIDTH OF HI-VISIBILITY CROSSWALKS IS 10 FEET. 0 SEE STANDARD NO. 50.10C FOR
LEGEND 1/8' RADIUS RESULTS IN A MAXIMUM OF 1/4- FROM FLUSH. I
IL SUPPLEMETAL SIGN DETAIL
0-
2� SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL IS 41 MIN. 41 DIRECTION OF 0
0 TRAFFIC FLOW z
3- BEYOND THE CURD FACE, A CLEAR SPACE OF 4' X 4' FEET MINIMUM SHALL BE PROVIDED WITHIN THE MOTH OF THE CROSSWALK, EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
CURB RAMP WITH
DETECTABLE
4
4- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE. STOP MRS AT SIGNALIZED INTERSECTIONS SHOULD WARNING DOMES WIDTH EM CROSS—SLOPE
BE COORDINATED WITH THE SIGNAL DESIGN SECTION OR AS DIRECTED BY THE ENGINEER,
1.56%
�A. 4' 1"
.A 5' 1. 1,67%
5� CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS�
1.56% 2019 LaBella Associates
4 6' 1 1.56%
I. ALL 12'x18" ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET FROM GRADE
H&2- L&�!L
1/2- EXPANSION JOINT
1 0�1 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.
JOINT FILLER
0 D / 1.50% (2.00% MAX.)
Z5 c: 2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED
1/2' 22 AT LOADING ZONE AREA, MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE.
eq
PROPOSED CURB & GUTTER 3. VER71CAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES.
TRANSVERSE EXPANSION
4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND
CROSSWALK DETAIL ALAMANCE
JOINT IN SIDEWALK DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
NTS -PROPOSED 4" CONCRETE SIDEWALK U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION SUPPLEMENT AND NO BUILDING CODE FOR ADDITIONAL
DETAILS SHOWING EXPANSION JOINTS INFORMATION. AGGREGATES, LLC
IN CONCRETE SIDEWALK Mr. Chad Threatt, VP
ACCESSIBLE PARKING AND SIGNAGE DETAILS
�G 403 NTS
SIDEWALK DETAIL
�C 40V NTS
TOP OF BERM SWALE
2'
2.51 30.0' 41
3iy
A4
NOTES: - -------- Snow Camp Mine
LARGE TREES SHALL BE 2" CAUPER AND 12! HEIGHT H STABILIZE ROAD SIDE DITCHES
AT PLANTING, MUED AND BURLAP. TREES SHALL BE DOUBLE-STAGGERED WITH 8-10' CENTERS 12"CRUSHER RUN OR WITH 8'WIDTIJ CURLEX III HIGH
SEED THE ENTIRE BERM AFTER TREE AND SHRUB PLANTING WITH PANICUM VIRGATUM, SWITCH CABC STONE VELOCrFY MATTING OR
GRASS, AT A RATE OF 8 LBS/ACRE. DO NOT MOW. APPROVED EQUIVALENT,
SEE TABLE BELOW FOR ALLOWABLE TREES AND SHRUBS.
r3 HAUL ROAD TYP. SECTION
�C 40V NTS
LARGE TREE
LARGE TREE
Scientific Name Common Name
Pi�usT.�d. LobloflyPine
NO: DATE7 ---:7—DESCRIPTION:
16'WIDE 2:1 SLOPE- 16'WIDE 2:1 SLOPE- IREVISIONS
8'HIGH AT TOP 8'HIGH AT TOP PROJECT NUMBER:
2190335
DRAWN BY:
PULL POST SINGLE STRAND KCG/ATC
MINE SIDE ROAD/AD,1ACEXr SIDE ASSEMBI Y BA -ED WIRE REVIEWED BY: PAS
10' "T" POST (100' iNCREMENT) 8" DIA. V "T" POST
18'BERM TOP (20' INCREMENT) ISSUED FOR:
CONSTRUCTION
...........q
SIDE SLOPES &
"Pg'
HAV O.0 14'Iw IT
HIA M
"r 7/18/19
R
PRI
R
8' MIN DRAWING NAME:
HM 3 R GRADE
BURIED
'C! OVERBURDEN (TYR)
SOIL CUT
50, MO�
"E,
SITE DETAILS
BARRIER BERM DRAWING NUMBER�
E FIXED KNOTTED WIRE FENCING PERIMETER FENCE DETAIL
M I NTS
7�
NTS
bs
C403