HomeMy WebLinkAboutVillage part 6 pg 2 revised3
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RIGHT F WAY
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SIDEWALK 3.5' M/ B.C. B.C. ' SIDEWALK 9 Y2" R /`1 Y /2 7 u g p
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SLOPE _----- 2.0 Z 2.0 ,' SLOPE 24" ROLLBACK / � W°
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LocAlloN of CURB DETAIL �.;
24" ROLL CURB NTS 5
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SEWER MANHOLE "ABC OR OCATION OF ' W a
2" SF 9.5A ASPHALT PAVEMENT (7YPICAL) 9 STBC WATER MAIN
MEETING NCDOT STANDARDS MEETING NCDOT
(PER HCDPU
STANDARDS MIN- 30.00
TYPICAL STREET SPECS)
3G• TYPICAL ova
---'i B - B v IIc
CROSS SECTION DETAIL
WITH 50' R/W
NTS
5.12.3 SIDEWALKS
Sidewalks required by this section shall be designed and constructed in accordance with the
following standards:
A. The sidewalk shall be constructed of concrete material
B. The subdivider shall bear the costs of the installation of the sidewalks required for all new or
existing streets within the subdivision in accordance with specifications of the county. In
lieu of requiring the installation prior to final plat approval the subdivider may enter into an
agreement with the county in accordance with Article III, Section 3.7.2.
C. Shoulders shall be sufficient to permit the adequate installation and maintenance of
sidewalks and utilities, as well as provide sufficient clear zone distance as defined by
NCDOT.
D. The minimum thickness of a sidewalk shall be 4 inch. (Sidewalks shall have a uniform
slope toward the roadway of T/4 inch per foot.) The utility strip between the sidewalk and
the back of curb shall not be less than T/4 inch per foot nor greater than 1/Z inch per foot
toward the roadway.
E. Where sidewalks and /or greenways intersect any section of curb and gutter, a wheelchair
ramp shall be installed. In all other instances, the regulations of the American's with
Disabilities Act must be adhered to.
F. Grooved construction joints shall be cut to a depth equal to at least 1/3 of the total slab
thickness. The joint shall be no less than 1/8 inch in width and cut at intervals equal to the
width of the sidewalk. A 1/2 -inch expansion joint filled with joint filler shall be placed
between all rigid objects and placed no farther than 50 feet apart for sidewalks and curb and
gutter, extending the full depth of the concrete with top of the filler 1/2 inch below the
finished surface.
G. Maintenance of sidewalks will be the responsibility of the homeowners'association or
comparable individual, or group that has responsibility for other common areas.
Maintenance of sidewalks shall be addressed in the organizational papers and by -laws.
H. Sidewalks shall be located within the dedicated, non -paved portion of the street right -ofway
as follows unless otherwise noted:
9.4 LANDSCAPING FOR MAJOR SUBDIVISIONS
A. The subdivider or developer of developments of more than 6 residential lots or 6
dwelling units shall either plant or retain existing healthy trees so that there is at
least one deciduous street tree for every 50 linear feet of street. Street trees shall
be planted or retained along both sides of newly created public or private streets.
Street trees shall be staggered on both sides of the right(s) -of -way on local or
cul -de -sac streets in residential subdivisions.
B. Street trees
shall be of
species
that is expected to attain a minimum
height of
25 -35 feet
at maturity.
Where
required street trees are located under
overhead
utility lines,
the species
shall be
of a type to reach a maximum of 20
to 25 feet.
All street trees shall be
at least
2 inches in caliper and a minimum of
6 feet at
the time of
planting.
C4
60.08'
335.00'
C. Street trees shall be planted in a linear arrangement parallel to the street no less
than 5 feet and no more than 10 feet outside the right -of -way. Street trees shall
be planted at least 8 feet from the utility poles and 10 feet from electrical
transformers.
D. Plans for street tree planting and retention of existing trees shall be approved by
the NCDOT for all streets proposed to be dedicated as public streets.
** *CAUTION * **
"- CAUTION -'
THE UNDERGROUND UMUHES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS THE ENGINEER
MAKES NO GUARANTEE THAT THE UNDERGROUND UTIOTIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTUTIES SHOWN ARE IN THE EXACT LOCATION
INDICATED. ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES
30" T
7,_0.
TO BOTTOM OF
SIGN RI -1
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r
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6
4.
TYPE R1-1 STOP SIGN
W/ ASTM D4956 -01 TYPE III"
(HIGH INTENSITY) SHEETING
WHITE LETTERS AND BORDER
ON RED BACKf1ROUND
4
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fe
GALVANIZED "U" SUPPORT POST
TO BE SECURED WITH CONCRETE
IN 12" DIAMETER POST HOLE
OF 36" DEPTH (MINIMUM).
STOP SIGN DETAI L
NTS
GRADE
50' CUL -DE -SAC
WITH CURB & GUTTER
& SIDEWALK
Curve Table
Curve #
N.C. UNDERGROUND UTILITIES
Radius
Chord Bearing
qh
C1
6.89'
® 3 DAYS BEFORE DIGGING CALL
S27° 48' 52 "W
6.89'
R TOLL FREE 1- 800 - 632 -4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
60.08'
335.00'
"- CAUTION -'
THE UNDERGROUND UMUHES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS THE ENGINEER
MAKES NO GUARANTEE THAT THE UNDERGROUND UTIOTIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTUTIES SHOWN ARE IN THE EXACT LOCATION
INDICATED. ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES
30" T
7,_0.
TO BOTTOM OF
SIGN RI -1
�r Yl°A
A
r
i h �
.?✓ r1 y Y" 3A
6
4.
TYPE R1-1 STOP SIGN
W/ ASTM D4956 -01 TYPE III"
(HIGH INTENSITY) SHEETING
WHITE LETTERS AND BORDER
ON RED BACKf1ROUND
4
z
fe
GALVANIZED "U" SUPPORT POST
TO BE SECURED WITH CONCRETE
IN 12" DIAMETER POST HOLE
OF 36" DEPTH (MINIMUM).
STOP SIGN DETAI L
NTS
GRADE
50' CUL -DE -SAC
WITH CURB & GUTTER
& SIDEWALK
Curve Table
Curve #
Length
Radius
Chord Bearing
Chord Length
C1
6.89'
335.00'
S27° 48' 52 "W
6.89'
C2
60.08'
335.00'
S22" 05'14-W
60.00'
C3
60.08'
335.00'
S11" 48'41"W
60.00'
C4
60.08'
335.00'
S1" 32'09"W
60.00'
C5 j
46.45'
335.00'
S7" 34' 27 "E
46.41'
C6
14.01'
25.00'
N4° 30' 10 "E
13.82'
C7
5.01'
24.50'
N26" 17' 16 "E
5.00'
C8
62.65'
50.00'
S3° 52'17"E
58.63'
C9
50.70'
50.00'
S68" 49'04"E
48.56'
CIO
50.69'
50.00'
N53° 05'05'E
48.55'
C11
41.15'
50.00'
NO" 27'39"E
40.00'
C12
35.62'
50.00'
N43" 31'31-W
34.87'
C13
23.60'
25.00'
S36" 53'22"E
22.73'
C14
40.85'
285.00'
S50 44' 22 "E
40.81'
C15
77.66'
285.00'
S6" 10'23"W
77.42'
C16
40.82'
25.00'
S71° 37' 28"W
36.44'
C17
24.38'
30.00'
N38° 18'45'W
23.72'
C18
31.03'
50.00'
S32" 48'27"E
30.53'
C19
43.28'
50.00'
S75" 23' 11 "E
41.95'
C20
46.06'
50.00'
N530 25'34"E
44.44'
C21
50.26'
50.00'
N1" 45' 37"W
48.17'
C22
j 54.74'
50.00'
N61" 55'12-W
52.04'
C23
12.99'
50.00'
S79" 16'39-W
12.95'
C24
24.38'
30.00'
S84° 52' 48 "E
23.72'
C25
39.27'
25.00'
S16" 35'46"E
35.36'
C26
11.61'
50.00'
838" 14'56"E
11.58'
C27
29.85'
50.00'
N62" 00' 11"W
29.41'
C28
11.61'
50.00'
S380 14'56"E
11.58'
C29
10.90'
50.00'
N850 21'01"W
10.88'
C30
52.02'
50.00'
S1" 47'27"E
49.71'
C31
60.19'
50.00'
S53" 55'05"W
56.62'
C32
54.05'
285.00'
S19" 24'45"W1
53.96'
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