20220770 Ver 1_More Info Received_20220816 (6)

29
3
'
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+0048+0048+22
26
0
'
1
9
7
'
7
8
'
100'
175'
15
9
'
54
'
196'
26
9
'
172'23'
18
5
'
22
4
'
22
5
'
22
6
'
22
7
'
CORB
E
T
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D
R
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MINOR
R
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-

6
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P
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B
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R
/
W
;

2
0
'

E
/
E
QUINN TERRACE
CUL-DE-SAC- 60' PUB. R/W; 20' E/E WCR
WCR
WCR
WCR
WCR
5' CONCRETE
SIDEWALK
5' CONCRETE
SIDEWALK
5' CONCRETE
SIDEWALK
R25'
R25'
R20'
R20'
R20'
R20'
R25'
R25'
R35'
R35'
R35'
R50'
R25'
R25'
25' SIDE
SETBACK (TYP.)
R25'R25'
90°
90°
R20'
OPEN SPACE
POCKET PARK AREA/ OPEN
SPACE
30' UNDISTURBED
PERIMETER BUFFER
STOP SIGN
(R1-1)
STOP SIGN
(R1-1)
STOP SIGN
(R1-1)
LOTLOTLOT
32
'
70'
158'
60' R/W
1
0
+
0
0
11
+
0
0
12
+
0
0
LOT
43,997 SQFT.
1.01 AC.
LOT
44,350 SQFT.
1.02 AC.
47 44
27'
113'
33'
1
6
'
69
'
16
0
'
2
7
8
'
16
0
'
60
'
1
6
'
3
3
'
142'
9'
34'
133'
90°
20' PAVEMENT
154.33'
TEMPORARY PUBLIC
ACCESS EASEMENT
TEMPORARY
ASPHALT TURNAROUND
TEMPORARY PUBLIC ACCESS
EASEMENT
1
0
+
0
0
15' LANDSCAPE
& UTILITY EASEMENT
INTERMITTENT STREAM
(NOT SHOWN ON USGS/SOIL
SURVEY)
L6
L7
L8
C6
C7
L
1
6
C1
3
L1
7
P
R
E
S
T
O
N

T
R
A
C
E
MI
N
O
R

R
E
S
I
D
E
N
T
I
A
L
-

6
0
'

P
U
B
.

R
/
W
;

2
0
'

E
/
E
C37
STREET
LIGHT (TYP.)
20'
PAVEMENT
60' R/W
LOT
62,136 SQFT.
1.43 AC.
LOT
13,958 SQFT.
0.32 AC.
48A
48
108'
2
8
5
'
66'
1
2
0
'
22
2
'
21
0
'
157'24'
99'
3'63'
154'
32
'
158'
20
'
30'
13
'
10
6
'
45
'
31
4
'
36
'
28
7
'
43'
LOT
47,536 SQFT.
1.09 AC.
56
233'
2
0
1
'
136'
51'
56'
237'
20' PRIVATE
DRAINAGE EASEMENT
30' REAR
SETBACK (TYP.)
SUITABLE SOILS:
35,451 SF ONSITE
SUITABLE SOILS:
25,031 SF ONSITE
SUITABLE SOILS:
10,572 SF ONSITE
13,611 OFFSITE
TOTAL 24,183 SF
SUITABLE SOILS:
15,360 SF ONSITE
SUITABLE SOILS:
13,870 SF ONSITE
SUITABLE SOILS:
11,450 SF ONSITE
SUITABLE SOILS:
23,133 SF ONSITE
SUITABLE SOILS:
-0- SF ONSITE
18,584 SF OFFSITE
TOTAL: 18,584 SF
SUITABLE SOILS:
-0- SF ONSITE
18,370 SF OFFSITE
TOTAL: 18,370 SF
OFFSITE
SEPTIC LOT
WCR
120'
30'
30'
R28'
R28'
SEGMENTAL BLOCK
RETAINING WALL W/
GUARDRAIL
VARIABLE WIDTH
STORMWATER ACCESS &
MAINTENANCE ESMT
20' PRIVATE
DRAINAGE ESMT.
20' PRIVATE
DRAINAGE ESMT.
VARIABLE WIDTH
STORMWATER ACCESS &
MAINTENANCE ESMT
VARIABLE WIDTH
STORMWATER ACCESS &
MAINTENANCE ESMT
SCM 6
SCM 13
SCM 14
20' PRIVATE
DRAINAGE ESMT
10' PRIVATE
SAN. FORCE MAIN
EASEMENT (LOT 48)
10' PRIVATE
SEWER FORCE
MAIN ESMT (LOT 55)
MISA: 8,250 SFMISA: 8,250 SF
MISA: 8,250 SF
MISA: 8,250 SF
MISA: 8,250 SF
MISA: 8,250 SF
MISA: 8,250 SF
MISA: 8,250 SF
MISA: 8,250 SF
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
14
+
0
0
15+00
16+00 16+43
LOT
85,224 SQFT.
1.96 AC.
LOT
48,060 SQFT.
1.10 AC.
LOT
53,519 SQFT.
1.23 AC.45,657 SQFT.
LOT
44,264 SQFT.
1.02 AC.
LOT
43,775 SQFT.
1.00 AC.
55
49
50
51
54
160'
30'
1
3
2
'
2
9
'
1
5
1
'
182
'
54'
17'
90'
90'
21'
221
'
1
5
1
'
1
3
2
'
31
'
140'
12'
16'
L
5
6
C5
0
L57
15' LANDSCAPE & UTILITY
EASEMENT
5' CONCRETE
SIDEWALK
20' PAVEMENT
60' R/W
20' PRIVATE
DRAINAGE EASEMENT
30' PRIVATE
UTILITY &
ACCESS EASEMENT
50' FRONT
SETBACK
(TYP.)
AKPAR: 093108
S0
1
°

4
1
'

2
7
"
W
29
9
1
.
6
9
'
WETLAND 1
LW05
LW04
LW03
LW02
LW01
WL08
WL07
WL06
WL05CL
WL05
WL04
WL03
WL02
WL14
WL11
WL12WL13
SO2-START
LW1
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
3/4" DOMESTIC WATER
SERVICE W/ METER (TYP.
EACH LOT)
3/4" DOMESTIC WATER
SERVICE W/ METER
(TYP. EACH LOT)
8"x8" TEE
(3) 8" G.V.
8" WATER MAIN
8"x8" TEE
(3) 8" G.V.
8" WATER
MAIN
2" PERM. BLOWOFF
ASSEMBLY
8" G.V.
8"x8" TEE
(3) 8" G.V.
FIRE HYDRANT ASSEMBLY
(1) 6" G.V.
8"x6" TEE
8"x6" REDUCER
6" WATER MAIN
8" WATER
MAIN
2" PERM.
BLOWOFF
ASSEMBLY
8" G.V.
FIRE
HYDRANT
ASSEMBLY
8"x6" TEE
6" G.V.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W W
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEX
WCR
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO, CHATHAM COUNTY,
AND NCDOT STANDARD SPECIFICATIONS AND DETAILS.
2. BOUNDARY, TOPOGRAPHIC, AND UTILITY INFORMATION IS BASED ON A SURVEY PERFORMED BY
INFINITE LAND DESIGN DATED 27 JANUARY, 2021. THE EXISTING CONDITION DATA SHOWN HERE HAS
NOT BEEN VERIFIED BY SHIPMAN ENGINEERING, PLLC, AND SHOULD BE CONSIDERED APPROXIMATE IN
NATURE. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE DATA SHOWN ON THE
SURVEY.
3. SUPPLEMENTAL TOPOGRAPHICAL AND EXISTING CONDITION DATA PROVIDED BY CHATHAM COUNTY
GIS DATA, AERIAL PHOTOGRAPHY, AND OTHER PERTINENT DATA SOURCES.
4. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN. ALL
APPLICABLE FEES SHALL ALSO BE PAID PRIOR TO CONSTRUCTION DRAWING APPROVAL.
5. THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE COST AND COORDINATION WITH DUKE ENERGY
FOR THE RELOCATION AND/OR REMOVAL OF ANY ONSITE OVERHEAD POWER POLES AND LINES.
6. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND UTILITIES PRIOR TO
COMMENCING WORK ON THE SITE.
7. WETLANDS, SURFACE WATERS, AND JURISDICTIONAL STREAMS DELINEATED BY S&EC.
COORDINATE WITH CHATHAM COUNTY DEPARTMENT OF ENVIRONMENTAL QUALITY (DREW BLAKE) AT
919.545.8394 FOR ENVIRONMENTAL IMPACT PERMITTING.
8. DELINEATED WETLAND AND RIPARIAN BUFFER AREAS SHALL NOT BE CLEARED, DRAINED, OR
OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS OF ENGINEERS,
CHATHAM COUNTY, AND NCDEQ DIVISION OF WATER QUALITY.
9. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN BUFFERS AND
PERIMETER BUFFER AREAS.
10. THIS PROPERTY IS LOCATED IN 'ZONE X' , AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN, AS SHOWN ON FEMA FIRM MAP 3710974300K AND MAP 3710974200K, DATED
NOVEMBER 17, 2017.
CBU
CBU
CBU
LINE TABLE
NAME
L6
L7
L8
L16
L17
L56
L57
ROADWAY
CORBETT DR.
CORBETT DR.
CORBETT DR.
QUINN TERRACE
QUINN TERRACE
PRESTON TRACE
PRESTON TRACE
LENGTH
50.57'
43.72'
19.30'
67.96'
159.71'
180.70'
0.81'
DIRECTION
S83°02'40"W
S68°33'04"W
N85°40'51"W
N7°32'55"W
N1°41'27"E
S20°13'48"E
N84°12'21"E
CURVE TABLE
NAME
C6
C7
C13
C37
C50
ROADWAY
CORBETT DR.
CORBETT DR.
QUINN TERRACE
CORBETT DR.
PRESTON TRACE
RADIUS
1120.00'
825.00'
400.00'
1150.00'
350.00'
ARC LENGTH
283.31'
371.03'
64.50'
1018.26'
461.60'
CHORD
LENGTH
282.55'
367.91'
64.43'
985.32'
428.86'
TANGENT
LENGTH
142.41'
188.71'
32.32'
545.22'
271.31'
MIDDLE
ORDINATE
8.95
20.77
1.30
110.87
73.38
EXTERNAL
DISTANCE
9.02'
21.31'
1.30'
122.70'
92.84'
CHORD DIRECTION
S75°47'52"W
S81°26'07"W
N2°55'44"W
S57°40'42"W
S58°00'44"E
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER
CLEANOUT
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
BACKFLOW PREVENTERRPZ
CATCH BASIN
WM
N
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0
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9
6
3
DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:
CO
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B
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SHEET NUMBER:
2020-031
S
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91
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02/15/2021
1
01
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1
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-
2
2
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SITE LEGEND
C-12
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN OF PITTSBORO STANDARDS AND SPECIFICATIONS.
MATCHLINE SHEET C-16
MA
T
C
H
L
I
N
E
SH
E
E
T

C
-
1
3
SHEET INDEX
SCALE: 1"=750'
MATCHLINE SHEET C-08
UTILITIES LEGEND
PA
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S
U
B
D
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N

L
A
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O
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&
UT
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P
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9