HomeMy WebLinkAbout20220770 Ver 1_More Info Received_2022081240+00
41+00
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LOTLOTLOT
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 1
0
+
0
0
LOT
62,136 SQFT.
1.43 AC.
LOT
13,958 SQFT.
0.32 AC.
48A
48
LOT
47,536 SQFT.
1.09 AC.
56
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
494
496
498
466
466
46
4
464
462
462
47
0
4
7
2
4
7
4
4
7
6
47
8
48
0
48
2
48
4
49
4
468
512
510
508
506
504
502
500
498
49
6
49
4
492
490
488
486
484
482
480
478
476
472
474
470
468
4
7
8
4
8
0
482
484 486 488
490
492
N/F ERNEST CLEMONS. JR.
PIN: 9732-00-99-9148
AKPAR: 093108
ZONING: R-A5
AREA: 5.50 AC.
USE: VACANT
DB: 2019 PG: 0382
N/F TWYLA M. PEOPLES
PIN: 9733-00-90-8396
AKPAR: 006588
ZONING: R-A5
AREA: 33.51 AC.
USE: RESIDENTIAL
DB: 1334 PG: 0728
AKPAR: 093108
S0
1
°
4
1
'
2
7
"
W
29
9
1
.
6
9
'
WETLAND 1
470
475
4
7
5
4
8
0
480
480
4
8
5
485
485
490 490
490
490 495
485
493
495
49
2
490
49
0
480
475
47
5
4
7
2
48
0
48
5
49
0
49
5
5
0
0
5
0
0
505
5
0
5
5
0
5
5
0
0
495
4
9
2
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
W
W
W
W
W
W
W
W
W
W
W
W
W
DI#141
FES#025
DI#024
FES#036
DI#037
DI#038
DI#039
HW#026
DI#027
37 LF 18" RCP
@ 0.50%
41 LF 18" RCP
@ 0.50%
26 LF 18" RCP
@ 0.71%
40 LF 24" RCP
@ 0.75%
19 LF 18" RCP
@ 5.48%
45 LF 24" RCP
@ 3.58%
26 LF 24" RCP
@ 4.00%
HW#042
HW#043
11 LF 24" RCP
@ 2.50%
HW#030
HW#031
32 LF 18" RCP
@ 1.70%
DI#032
41 LF 18" RCP
@ 0.96%
DI#033
38 LF 18" RCP
@ 0.49%
DI#034HW#145
FES#144
38 LF 30" RCP
@ 11.78%
DI#143
FES#142
153 LF 24" RCP
@ 3.47%
283 LF 24" RCP
@ 0.50%
80 LF 15" RCP
@ 0.70%
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
SWALE 14
(ECP-2 PERM.
TRM LINER)
SWALE 15
(ECX-1 TEMP.
LINER)
SWALE 19
(ECX-1 TEMP.
LINER)
SWALE 23
(ECX-1 TEMP.
LINER)
SWALE 24
(ECP-2 PERM.
TRM LINER)
SWALE 25
(ECX-1 TEMP. LINER)
SWALE 26
(ECX-1 TEMP. LINER)
495
4
8
7
487
486
484
479
47
9
48
1 48
2
48
3
48
4
48
8
48
9
490
491
492
493
494
SWALE 14
(ECP-2 PERM TRM
LINER)
SWALE 21
(ECX-1 TEMP.
LINER)
SWALE 69
LOWER REACH
(ECP-2 PERM. TRM
LINER)
SWALE 69
LOWER REACH
(ECP-2 PERM. TRM
LINER)
RR4
RR 8
RIP RAP ENERGY
DISSIPATOR
14'Lx16'Wx18"T
NCDOT CLASS 1
d50=8"
495 500
500
501 502 503 504 505
500
50
3
50
2
501
502
503 503 504504
504 505
503
509 510508507506
4
9
4
49
4
494
493
491
490
491492
493
490
4
9
0
49
0
48
9
48
8
48
7
48
6
48
6
482 483
484
465
484
481
480
482
483
488
489
490
TW 478.00
TW 477.50
TW 478.00
TW 473.20
TW 478.00
TW 474.95
TW 478.00
TW 477.50
480
481
482
483
484
485
485
484
483
482
481
480
479
480
481
488
489
490
491
492
493
494
495
479
480
481
484
485
486
487
4
7
9
4
7
8
4
7
7
475
470
50
0
49
5
490
48
0
47
5
47
0
46
5
4
6
5
486 487 488489
491 491
482
484
483
48
5
48
5
484
49
0
SWALE 103
(ECX-1 TEMP.
LINER)
SWALE 104
(ECP-2 PERM TRM
LINER)
SWALE 22
(ECX-1 TEMP.
LINER)
SWALE 107
(ECP-2 PERM. TRM
LINER)
SWALE 122
(18" BOTTOM WIDTH)
(ECP-3 PERM. LINER)
SWALE 122
(ECP-2 PERM.
LINER)
RIP RAP ENERGY
DISSIPATOR
12'Lx14'Wx15"T
NCDOT CLASS 1
d50=8"
RIP RAP ENERGY
DISSIPATOR
10'Lx12'Wx12"T
NCDOT CLASS B
d50=5"
4' RIP RAP ENTRY
FLUME
NCDOT CLASS B
d50=6"
RIP RAP ENERGY
DISSIPATOR
10'Lx12'Wx12"T
NCDOT CLASS B
d50=5"
10'x10' RIP RAP APRON
15"T-NCDOT CLASS 1
d50=8"
6' WIDE RIP RAP
DISCHARGE APRON
15"T-NCDOT CLASS I
d50=10"
RIP RAP ENERGY
DISSIPATOR
12'Lx14'Wx15"T
NCDOT CLASS 1
d50=8"
482
483
478
479
480
481 482
483 484
485
49
0
48
5
477
478
479
479 478
477
4
8
2
4
8
3
4
8
4
4
8
3
4
8
3
481
482
483
485
L =19.619,
R
=
1
2.000
D =93.
6
7
38
487488489
501 502 503 504
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE ESMT.
20' PRIVATE
DRAINAGE ESMT.
VARIABLE WIDTH
STORMWATER ACCESS &
MAINTENANCE ESMT
20' PRIVATE
DRAINAGE ESMT
VARIABLE WIDTH
STORMWATER ACCESS &
MAINTENANCE ESMT
30' PRIVATE
DRAINAGE ESMT
48
3
48
4
48
5
48
6
48
7
48
8
48
9
49
0
49
1
49
2
49
3
49
4
49
5
4
9
6
4
9
7
4
9
8
4
9
9
5
0
0
5
0
1
5
0
2
5
0
3
5
0
4
5
0
5
5
0
6
4
8
0
4
8
0
4
8
0
490
495
500
505
500
49
5
4
9
0
487
486
485
484
483
482
4
8
1
4
8
1
4
8
2
4
8
0
4
8
2
4
8
1
4
7
5
4
7
4
485
484
485
484
48
3
SWALE 20
(ECX-1 TEMP.
LINER)
RIP RAP ENERGY
DISSIPATOR
16'Lx20'Wx18"T
NCDOT CLASS B
d50=8"
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.
11. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1:48). ACCESSIBLE RAMPS SHALL COMPLY WITH ALL
APPLICABLE ADA REGULATIONS FOR SLOPES.
12. THE MINIMUM GRADE FOR DRAINAGE SWALES AND DITCHES SHALL BE 0.50% UNLESS NOTED
OTHERWISE.
13. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE FOR ALL GRADED AREAS.
14. STAIRS/STEPS WITH LESS THAN A 12" ELEVATION CHANGE SHALL COMPLY WITH NCBC 1003.5.
CBU
CBU
CBU
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
SPOT ELEVATION
MAJOR CONTOUR
MINOR CONTOUR
400400400
FLOW DIRECTION4.0%
FG 387.46
402
ECP-2 PERMANENT
TRM DITCH LINER
ECX-1 TEMPORARY
DITCH LINER
RIP-RAP OUTLET
PROTECTION
ECP-2 TEMPORARY
DITCH LINER
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
H
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P
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N
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N
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91
9
.
9
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0
0
0
6
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,
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C
02/15/2021
1
01
-
1
0
-
2
2
PE
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C
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3
04
-
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PE
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B
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4
07
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2
7
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2
2
PE
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&
C
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C-29
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
TOWN OF PITTSBORO STANDARDS AND SPECIFICATIONS.
MATCHLINE SHEET C-33
MA
T
C
H
L
I
N
E
SH
E
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C
-
3
0
SHEET INDEX
SCALE: 1"=750'
MATCHLINE SHEET C-25
PA
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9
SITE LEGEND
C O R B E T T D R .
60' PUBLIC R/W
P R E S T O N T R A C E
60' PUBLIC R/W
Q U I N N T E R R A C E
60' PUBLIC R/W
DRY DETENTION
BASIN 6
DRY DETENTION
BASIN 13