c-3 site staking plan - granicus
TRANSCRIPT
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28,909 SF
0.66 AC
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15
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20,714 SF
0.48 AC
21,296 SF
0.49 AC
24,224 SF
0.56 AC
20,033 SF
0.46 AC
22,358 SF
0.51 AC
22,362 SF
0.51 AC
21,226 SF
0.49 AC
27,734 SF
0.64 AC
20,018 SF
0.46 AC
22,088 SF
0.51 AC
20,413 SF
0.47 AC
20,342 SF
0.47 AC
20,050 SF
0.46 AC
20,002 SF
0.46 AC
20,049 SF
0.46 AC
20,034 SF
0.46 AC
20,600 SF
0.47 AC
20,025 SF
0.46 AC
20,025 SF
0.46 AC
27,963 SF
0.64 AC
22,873 SF
0.52 AC
23,639 SF
0.54 AC
20,646 SF
0.47 AC
26,307 SF
0.60 AC
42,029 SF
0.96 AC
23,134 SF
0.53 AC
24,981 SF
0.57 AC
217,758 SF
5.00 AC
OPEN
SPACE
315,574 SF
7.24 AC
1
21,368 SF
0.49 AC
29
96.66'
S24° 23' 23"E
NOF
HORNBECK, CAROLYN R
PIN 494840101023
NOF
GIBSON, DANIEL H
PIN 494840101024
ZONED: RA-20
NOF
MCCOLL, SUSAN DIANE
PIN 494840101025
ZONED: RA-20
NOF
HARTLEY, DOROTHEA T
PIN 494840301237
ZONED: RA-20
NOF
FOWLER, KATHY MARIE
PIN 494840301128
ZONED: RA-20
NOF
GIBSON, DANIEL H
PIN 494840301003
ZONED: R-15
NOF
POPE, WAYNE MASTON
PIN 494840301059
ZONED: R-15
NOF
FOWLER, KATHY MARIE
PIN 494840101106
ZONED: RA-20
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TIE LINE
N86°59'47"E
96.01'
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30
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80.33'
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96.68'
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150.01'
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81° 54' 50"E
224.87'
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126.97'
N87° 59' 34"W
70.00'
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206.98'
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186.91'
77.42'
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85.36'
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57.55'
N04° 06' 33"E
218.02'
S83° 25' 53"E
159.0
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S87° 59' 34"E
191.25'
S04° 06' 33"W
106.53'
N87° 59' 34"W
162.34'
39.27'
N02° 00' 26"E
81.46'
N04° 06' 33"E
111.49'
N83° 25' 53"W
29.8
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165.56'
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S87° 59' 34"E
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434.29'
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234.90'
S11° 08' 26"W
244.94'
S83° 25' 53"E
236.15'
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161.33'
S77° 06' 39"E
125.27'
S21° 49' 45"E
117.32'
S68° 41' 28"E
39.76'
S25° 06' 12"E
177.01'
S24° 18' 21"E
209.60'
N65° 44' 15"E
383.31'
S24° 23' 51"E
479.10'
S62° 40' 48"W
531.22'
S59° 19' 53"W
NOF
HARDING, ANDREA
PIN 494840301205
ZONED: RA-20
NOF
SPENCE, PAUL E.
PIN 494840101264
ZONED: RA-20
N
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172.40'
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' 4
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'
PROPOSED
ROCKFISH ROAD R/W (TYP)
REFER TO NOTE 13
EXISTING
ROCKFISH ROAD R/W (TYP)
2
9
.
0
'
B
-
B
5
0
.
0
'
R
/
W
30" ASPHALT ROLL CURB (TYP)
R
3
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R
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29.0' B-B
50.0' R/W
10.5'
2
9
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B
-
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5
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.
0
'
R
/
W
1
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.
5
'
29.0' B-B
50.0' R/W
10.5'
DRAINAGE EASEMENT (TYP)
2
0
.
0
'
20.0
'
DRAINAGE EASEMENT (TYP)
2
0
.
0
'
DRAINAGE EASEMENT (TYP)
BUILDING SETBACK (TYP)
BUILDING SETBACK (TYP)
EX. 30' ACCESS EASEMENT
DB 226, PG 80
FENCE ENCROACHMENT
R
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5
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39.5' C
-B
R
5
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R
/
W
5' CONCRETE SIDEWALK (TYP)
5' SIDEWALK EASEMENT(TYP)
PROPOSED R/W (TYP)
WCR
WCR
WCR
WCR
WCR
R
0
0
1
R
0
0
2
R003
R004
S87° 59' 34"E
214.92'
S87° 59' 34"E
267.32'
C
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7
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C2
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278.30'
S02° 00' 26"W
300.67'
N
1
6
°
4
0
' 1
5
"
E
2
7
5
.0
0'
S73° 19' 45"E
25.00'
ROAD CENTER LINE CURVE TABLE
CURVE #
C1
C2
LENGTH
63.98'
355.66'
RADIUS
250.00'
500.00'
DELTA
014°39'49"
040°45'21"
CHORD DIRECTION
S80° 39' 40"E
N86° 17' 34"E
CHORD LENGTH
63.81'
348.21'
E
X
.
8
"
W
A
T
E
R
L
I
N
E
W
E
X
.
8
"
W
A
T
E
R
L
I
N
E
R001
WCR
WCR
WCR
WCR
FIRE HYDRANT (TYP)
FIRE HYDRANT (TYP)
8" PVC WL (TYP)
6" PVC WL (TYP)
6" PVC WL (TYP)
6" PVC WL (TYP)
FIRE HYDRANT (TYP)
DEADEND ASSEMBLY (TYP)
TREE LINE (TYP)
WOODS
TREE LINE (TYP)
WOODS
EXISTING DRAINAGE SWALE (TYP)
3
0
.
0
'
OPEN SPACE
ACCESS EASEMENT (TYP)
PROPOSED
MAIL KIOSK PARKING
PER NCBC 1106.1
2 SPACES (INCLD HC)
PROPOSED
MAIL KIOSK
WCR
EX. EOP (TYP)
WCR
WCR
EX. DIRT DRIVE (TYP)
PROPOSED
MAIL KIOSK EASEMENT
File: C:\U
sers\D
DS2\D
esktop\D
rafting and D
esign\2019\2019-23 W
inchester Subdivsion\2019.10.29 - W
inchester Subdivision.dw
g Print D
ate: 1/29/2020
PR
EL
IM
IN
AR
Y P
LA
T
C1
1"=80'
Drawn by:
Designed by:
Reviewed by:
Date:
Scale:
Sheet:
Project Number:
of
REVISIONS
AGENCY REVIEW
NOT FOR CONSTRUCTION
RAFTING AND DESIGN
SERVICES, INC.
6728 CARBONTON ROADSanford, North Carolina 27330(919) 499-8759 [email protected]
D
1
WIN
CH
ES
TE
R S
UB
DIV
ISIO
N
MTB
JAN 2020
2019-23
RO
CK
FIS
H R
OA
DM
CL
AU
CH
IN T
OW
NS
HIP
HO
KE
CO
UN
TY
, N
OR
TH
CA
RO
LIN
A
MTB
MTB
80 0 80 160 240
Scale: 1" = 80'
NOTES:
1. PRELIMINARY PLAT LAYOUT BASED ON BOUNDARY SURVEY JAN. 15,2020 PREPARED BY
AVERETTE ENGINEERING CO., P.A.
2. PRELIMINARY SOILS EVALUATION FOR LOT LAYOUT BY HAL OWEN & ASSOCIATES, INC OCT.
23, 2019.
4. THERE ARE NO FEMA FLOODPLAINS CONTAINED ON THIS SITE PER FIRM PANEL 3710948400K,EFFECTIVE DATE OCT. 3, 2006 & 3720068400K, EFFECTIVE DATE JAN 5, 2007.
5. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED HOKE COUNTY UDO STANDARDS.6. UTILITY ANDDRAINAGE EASEMENTS SHALL BE RECORDED AS PART OF THE SUBDIVISION PLAT AFTER
CONSTRUCTION IS COMPLETED.7. OPEN SPACE SHALL BE MAINTAINED BY THE NEIGHBORHOOD HOMEOWNERS ASSOCIATION.
OPEN SPACE INCLUDES A BLANKET DRAINAGE AND ACCESS EASEMENT FOR THE STORMWATERBMPS.
8. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED.9. ALL PROPOSED PAVEMENT SECTIONS ARE NCDOT MINIMUM STANDARDS. FINAL PROPOSED
PAVEMENT SECTION DESIGNS WILL NEED TO BE PROVIDED TO NCDOT FOR REVIEW ANDAPPROVAL PRIOR TO PLACEMENT OF ANY BASE MATERIAL.
10. REFER TO DETAIL ON THIS SHEET FOR TYPICAL ROAD CROSS SECTIONS.11. ADA RAMPS SHALL BE CONSTRUCTED TO NCDOT SPECIFICATIONS WITH A 4'x4' LANDING AREA
AND 48" PASSING DISTANCE BEHIND RAMP.12. MAIL SERVICE TO BE PROVIDED AS CLUSTER BOX UNIT (CBU)PER USPS REQUIREMENTS. PER DOI -
NCDOT DOCUMENTATION TWO SPACES PER 20 UNITS IS REQUIRED. ONE OF THE SPACES SHALL BEADA ACCESSIBLE SPACE WITH MIN SLOPE AND LAYOUT REQUIREMENTS PER DETAIL ON THIS SHEET.
13. ROCKFISH ROAD IS TO BE IMPROVED BY NCDOT TO THE A 4-LANE DIVIDED SUPER HIGHWAY. NEWRIGHT OF WAY LINE PER PRELIMINARY LINE PLANS PROVIDED BY NCDOT.
14. R001 EDGE OF PAVEMENT INTERSECTION WITH ROCKFISH ROAD SHOWN TO TIE INTO THE EXISTINGROCKFISH ROAD CROSS-SECTION. AN ALTERNATE TIE WILL BE PROVIDED IN CONSTRUCTIONPLANS FOR THE NEW ULTIMATE SECTION.
15. LOT 30 WILL BE DEVELOPED AS A CHURCH SEPARATE FROM THE SINGLE FAMILY SUBDIVISIONPLANS.
16. LOTS 6, 7, 14, & 15 ACCESS ONLY FROM PROPOSED CUL-DE-SAC. NO ACCESS ALLOWED ONEXISTING DIRT DRIVE IN 30' ACCESS EASEMENT.
SITE DATA
DEVELOPER
STAFFORD TURNER DEVELOPMENT
246 VALLEYFIELD LANE
SOUTHERN PINES, NC 28387
CONTACT: BOB STAFFORD
PHONE: (910) 692-9808
PROPERTY INFO:
GIBSON, HENRIETTA C HEIRS
DB. 252 PG. 864
PIN #: 4948-40-30-1004
AREA: 30.71 AC +/-
ZONING: RA-20
LOT INFO
PROPOSED LOTS= 30
REQUIRED MIN LOT SIZE = 20,000 SF
PROPOSED MIN LOT SIZE= 20,002 SF
PROPOSED MAX LOT SIZE= 42,029 SF
PROPOSED CHURCH PARCEL= 217,758 SF
REQUIRED MIN LOT WIDTH = 80 FT
PROPOSED MIN LOT WIDTH= 53FT @ SETBACK (CUL-DE-SAC)
PROPOSED MAX LOT WIDTH=220 FT
MIN LOT DEPTH= 98 FEET
INFRASTRUCTURE
ROADWAY=2,398 FT
5' SIDEWALK= 2,536 FT
WATER LINE=2,397 FT
OPEN SPACE
REQUIRED OPEN SPACE= NA
PROPOSED OPEN SPACE =7.24 AC
LOT SETBACKS
FRONT = 30 FT
REAR = 25 FT
SIDE = 10 FT
SIDE(CORNER) = 30 FT
R
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LOCAL RESIDENTIAL(29' B-B, 50' R/W)
8" MINIMUM
ABC STONE BASE
3
:
1
M
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X
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COMPACTED SUBGRADE
95% STANDARD PROCTOR
30" ASPHALT ROLL CURB
NCDOT STANDARD
3
:
1
M
A
X
.
5.0'24' EOP TO EOP STREET WIDTH
50' PUBLIC ROW
2.5'
2.5" S9.5B
ASPHALT
3
:
1
M
A
X
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2.5'
3
:
1
M
A
X
.
3.0'
STANDARD PAVEMENT DESIGN
2.5" S9.5B
8" ABC
3.0'
SHOULDERSHOULDER
VICINITY MAP
SCALE 1"=1000'
SWEET W
ILLIAM W
AY
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N COPPER CREEK DR
MY
RA
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JODY LN
SITE