HomeMy WebLinkAboutSW3220301_Plansheet 3 - Misc. Detail_20220420In
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VAN
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CESSIBI F
SPACE
ONE OUT OF EVERY EIGHT (B)ACCESSIBLESPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
@
MI176o PARKING mL-TCD "RESERVED
12w, 171�ARKING
I I 12'XI8' MUTCD
RESERVED R7-8a
PARKING
MUTCD
117-8a
(
I? Imal
(��Lak, Lnld 137-80,
REQUIRED ACCESSIBLE MAXIMUM 12W
RESERVED PARKING SIGN PENALTY
M
A-I"UM
R7-86PEIALTY 12W$ 250
INOT TO SCALE
#60
000X
0 0 O�'
0 o
0 c4_4
s0000d"
mc.
00 0
.2� 1
AWAY FROM
DaSTING WREET
00
00
0 0
7.5x 0
Imo
ASSUMM
99.
EL"EVAMn
a
VAN
ACCESSIBLE
PARKING
1111�. mm J061WIA-A-bi
MAXIMUM
PENALTY
$250
GS2"76
NOTES:
SITE GRADING
ODIFICATIONS
MAY BE REQUIRED TO SPECIFIC GRADES AND
ELEVATION$ SHOWN DUE TO SITE CONDITION OR
CONSTRAINTS.
3. OWNER/CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT MINIMUM ADA REQUIREMENTS ARE MET FOR
RAMP CONSTRUCTION.
6" X le
VERT1CAL_\ 2.0'
CURB
1.5% 1.5% 1.5% 1.5%
NOTE:
MAXIMUM SURFACE SLOPE OF ACCESSIBLE SPACES AND AISLES
SHALL NOT EXCEED 1.5% IN ANY DIRECTION WITHIN FULL EXTENTS
OF PARKING AND AISLE AREA. FIELD MODIFICATION TO GRADING
PLAN MAY BE NECESSITATED IN ORDER TO MEET THIS REQUIREMENT,
ACCESSIBLE AREA SLOPE DETAIL
NOT TO SCALE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
L
6-0" MIN. (VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
NOTES:
1. DETECTABLE WARNINGS SHALL BE OF THE PAVER OR MAT TYPE WITH ADHESIVE PER MANUFACTURERS
SPECIFICATIONS.
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP,
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH
AND SHALL BEGIN AT THE BACK OF CURBUNE.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
S. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES,
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK, RED, OR SAFETY YELLOW,
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM >5000 psi CONCRETE.
8, IF MATS ARE TO BE USED, EDGES SHALL BE BEVELED TO ELIMINATE TRIP HAZARD.
TRUNCATED DOME DETAIL
NOT TO SCALE
0 0
7 DETECTABLE
7777777777,
NOTES:
0 0 0
D 0 0
WARNING SURFA
*PROPOSED
x
0CE
00 0
0 0
3 o
00 0
0
SEE TRUNCATED
DOME DETAIL
1. ALL RAMPS SHALL BE 6" THICK MINIMUM.
SIDEWALK TO
SID ,Lx
7-5%%,
0 o
0 0
SLOPE INTO SITE
Md
I
):)OOOC
)o 0 0
�� : _ ,
�: -6" DEPRESSED 2'
2. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 171'
AWAY FROM
0
0, a
CURB & GUTTER
(12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET.
EXISTING STREET
3. THE WIDTH OF THE WHEELCHAIR RAMP SHALL BE 48" (4) OR
SLOPED
BACK OF CURB
SLOPE AND GRADES
GREATER FOR DUAL RAMPS AND 60" (5'-0') OR GREATER FOR
FLARE
TO AT SIDEWALK
DIAGONAL RAMPS.
4, ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH
BACK OF CURB
THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC
SLOPE TRANSITION
TO DEPRESSED
CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL
C
EAST &G
CURB GUTTER
HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA
SUPPLEMENT TO THE MUTCD.
5, ALL WHEELCHAIR RAMPS SHALL HAVE TRUNCATED DOMES IN
- - - - - - - - ®
- - - - - -
- - - - - -TINE
- - ---
-
- - - - --- - - - - - -
ACCORDANCE WITH TRUNCATED DOME DETAIL.
EXISTREET
S
PROPOSED 2-60
STANDARD C&G
NCDOT SM. 846.01
1 HANDICAP RAMP DETAIL
NOT TO SCALE
6". 2' Orr
RAD.
31, RAD. RAD.
V
c°
(o
L21-611
z
PAVEMENT 0 CD
SURFACE 1/8" RAD. 3S,1 <
F-
"00
Jill U- _j CL z
0 0 c/5
cc UJ z
< U-
cc
CID 2" j'� 0 CD
F-
C,j - .. :. 0 _ uj
:.. 1 3X4 " RAD. cf) 1.-u-
0
cr.
Co cr
Z "
I_: >
2'-6" CURB AND GUTTER V-6" CURB AND GUTTER 0-
U-1
8" X 12" OR 18" 9" X 12" OR 18"
4f-0fl PROPOSED CONCRETE CURB CONCRETE CURB
21-011 /EDGE OF
/ PAVEMENT 2" RAD. 21-011
4:1 2'-4" MIN. 01)" 1Lo -oil - 1f-011-
/4
12 _17 - 440
q PpCC
17 7"
"6'; (bj:., M A jvg.,.
LL Lu
8"
EXPRESSWAY GUTTER SHOULDER BELM GUTTER z 11- Lu
MEDIAN CURB VALLEY GUTTER " =)I--
3<: ca
SECTION VIEW OF CURBS OR CURBS AND GUTTERS co
= ad
cr- 5
1/8" RAD. girt 9" 3/44 " RAD.
ce) RAD.
_c\j
P. L
2L
14/4 It �- 6 �'
GENERAL NOTES:
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT
GROOVED OR SAWN-1
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
JOINT WITH JOINT
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
SEALER
JOINT SEALER
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
1/8" KAU. GUTTER
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
RAD.
PAVEMENT
/SURFACE
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE r
/SURFACE
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
1
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 11/2" DEEP.
%il.
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"X6" MEDIAN
WITH JOINT FILLER AND SEALER.
PROPOSED
-SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO
CURB & GUTTER
PR(
PAVEMENT
JOINT FILLER
ALL RIGID OBJECTS.
JOINT
TRANSVERSE EXPANSION JOINT
LONGITUDINAL
JOINT
IN CURB AND GUTTER
SECTION VIEW
OF JOINTS
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM BALL
2. INSTALL TOP OF BALL 2' ABOVE FINISH GRADE
3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTE
INSTALLATION
4. IF STAKING IS REQUIRED USE DETAIL FOR STD. NO. 4
5. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
6, SEE SPECIFICATIONS FOR OTHER
PLANTING REQUIREMENTS.
FINIS
REMOVE TOP 1/3 OF BURLAP,
AND ANY NAILSIPINS, ETC.
REMOVE TOP 213 OF WIRE BA
WHERE PRESENT
UNDISTURBED SOIL LINE
(IF SOIL HAS BEEN PREVIOUS
DISTURBED, FIRM SOIL LINDE
ROOT BALL)
T. TREE PLANTING DETAIL
NOT TO SCALE
@ @
-d==S ------- =��
TRUNCATED DOME SPACING
0.4'
1r
-oz
"09. 1
TRUNCATED DOME SECTION
R OF MULCH- NO
HAN 4" TOUCHING
ATER BERM
ME
LANDSCAPE SPECIFICATIONS
1. LANDSCAPING SHALL BE PROVIDED IN ACCORDANCE WITH TOWN OF WINGATE LAND USE
ORDINANCE & LANDSCAPING REQUIREMENTS.
2. LANDSCAPE CONTRACTOR SHALL VERIFY THAT PROPOSED PLANTING SCHEDULE AND
LOCATION IS SUITABLE FOR ON -SITE SOIL CONDITIONS. PLANTINGS SHALL BE MODIFIED
ACCORDINGLY.
3. ALL SPECIES SHALL BE RATED FOR SURVIVAL IN USDA PLANT HARDNESS ZONE 78.
4. TREES AND PLANT MATERIAL MUST COMPLY WITH THE SPECIFICATIONS FOUND IN THE ro AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1)".
5. ALL REQUIRED LANDSCAPING MUST BE INSTALLED IN CONFORMANCE NTH THE PRACTICES
ESTABLISHED BY THE MOST RECENT EDITION OF THE "AMERICAN STANDARDS FOR
NURSERY STOCK (ANSI Z60.1)" AS PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN.
6. TREES SHALL HAVE A MINIMUM CALIPER OF 3 INCHES, MEASURED 6 INCHES ABOVE
GROUND, AND A MINIMUM HEIGHT OF 8 FT AT TIME OF PLANTING.
ITA
$9
GROOVE JOINT IN SIDEWALK
JOINT SEALER
1/8" RADIUS------,
0
-"--JOINT FILLER
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII $HALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 6 INTERVALS. ONE 11Z'
EXPANSION JOINT WILL BE REQUIRED AT 46 INTSBVALS NOTTO
EXCEED 59:,AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADdACENT CURB. A SEAI ED 1/Z'EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALKAT DRIVEWAY ENTRANCES TO BE 6" THICK
3, SIDEWALKTO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAY&
5, ALL NEW SIDEWALK SHALL MEET OR EXCEEDADA REGULATIONS.
COMPACTED SUBGRADE
3 ;p COMPACTED ABC
5 pp CONCRETE SLAB (4000psi)
COMPACTED SUBGRADE
5"-CUOMPACTED ABC
1.5)p-#67 WASHED STONE
R AVE L P A'V'l G S E C T I U`NIN'
NTS
/ L-COMPACTED SUBGRADE
8 B25C ASPHALT BASE COURSE
0 11 np w DKACnI A TE7 PnHDC1:
1.5 it S9.5C SURFACE COURSE
KI
ASPHALT APRON SECTION
NTS
THIS DOCUMENT, E�VICESE, IS
INTENDED ONLY FOR THE
SPECIFIC PURPOSE AND CLIENT
FOR WHICH IT WAS PREPARED.
IT SHALL NOT TO BE
REPRODUCED OR COPIEDIN
WHOLE OR IN PART. NOR USED
ON ANY OTHER PROJECT
WITHOUT WRITTEN PERMISSION.
NN Z/z
NN
......... . .....
E
I
Kevin E. Herring
EINJIGINEERING
16 101 Silver Road
Oakboro, NC28129
980-621-0935
kemMko com
DA TE: 121'15/2021
HORIZ. SCALE NI/A
VERT. SCALE NIA
DRAWN BY. keh