Site Plan_Congleton FarmsIPF
IPF IRF
IPF
IPF
IPF
IPF
IPF
IPF
IRF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IRF
IRF
SENTRY OAKS
SECTION 5
SENTRY OAKS
SECTION 2
SENTRY OAKS
SECTION 1
SENTRY OAKS
SECTION 1
ROBERT & NANCY
RUSH
R07900-003-042-002
DB 1376, PG 1545
JAMES & NANCY
GILLESPIE
R07900-003-035-002
DB 1136, PG 1273
DOUGLAS & SHARON
R07900-003-035-003
DB 1734, PG 50
DEER CROSSINGSECTION 1 TARIN WOODSPHASE III TARIN WOODSFUTUREDEVELOPMENT TARIN WOODSPHASE 5
L&P PROPERTY
INVESTMENTS
R07900-003-039-002
DB 5342, PG 2318
CELL TOWER
SITE
1102.61'N 14°24'04" E
2159.03'
S 65°30'09" E
794.27'N 11°38'46" E
L1
297.27'S 21°42'04" W
33
0.7
7'
S 47°34'1
8"
W
423.62'
N 89°53'06" W
307.82'
S 37°29'26" W
347.00'
S 00°40'11" W
327.71'
S 86°35'27" W
1
3
2
.
0
9'
S
7
2
°
5
7
'
5
4
"
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191.79'
N 86°04'44" W
340.65'
N 53°55'37" W
148.90'S 28°49'23" W
198.50'N 82°44'04" W 261.21'N 56°28'56" W
280.00'
N 65°32'56" W
300.00'
N 24°27'04" E
280.00'
S 65°32'56" E
300.00'S 24°27'04" W
125.00'
N 35°02'34" E
125.00'
S 54°57'27" E
125.00'
S 35°02'34" W
125.00'
N 54°57'27" W
260.00'
S 65°37'19" E
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29
20' BUFFER AREA
20' PERIMETER SETBACK
20' PERIMETER SETBACK
20' PERIMETER SETBACK
ROAD A50’ PRIVATE R.O.W.
R
O
A
D B
50’ PRIVATE R.O.W.
ROAD A50’ PRIVATE R.O.W.
ROAD B50’ PRIVATE R.O.W.
LT CONGLETON ROAD
50’ PRIVATE R.O.W.
FP
FP
F
P
FP
FP
FPFP
FP
W
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WWWWWWROAD C50’ PRIVATE R.O.W.
SS
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50'
24'
50'
22'
50'
22'
50'
22'
50'
22'
20'
20'
50'
24'
R1100'
R100'
R230'
R150'
R155'
R230'
R1500'
R310'
R230'
R
200'
R
2
0
0'
R150'
R
1
5
0
'
R170'
R30'
R30'
R30'
R30'
R30'
R30'
R
3
0'R30'
R100'
R
1
00'
47'
60'
R
3
0
'R30'
R30'R30'
R200'
R200'
R10'
R10'
R113'
R113'
R113'R113'
TYSBURG DRAPPOMATTOX DR LT CONGLETON RDBIG CYPRESS DR LT CONGLETON RDMIDDLE OAKS DR BALSAM DR ROYAL OAK DR BOOGER WOODS RD MYRTLE GROVE RDDARLEY LNHICKORYKNOLL RD S/DMYRTLE GROVE RDL SASSERS MHPSENTRY OAKS DR
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PEI JOB#:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SEAL
CLIENT INFORMATION:
TGC
JCM
JCM
1" = 100'
4/26/17
C-2.0
16384.PE
NORTH VICINITY MAPSCALE: 1' = 1000'SITE
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
SITE INFORMATIONOWNER: RALEIGH-WILMINGTON INVESTORS, LLC6131 FALLS OF NEUSE ROADRALEIGH, NC 27609PROJECT ADDRESS: 1318 LT CONGLETON RDWILMINGTON, NC 28409PARCEL ID:R07900-003-039-000CURRENT ZONING: R-15PROPOSED ZONING:R-15 PERFORMANCE RESIDENTIALTOTAL SITE AREA:67.88 ACRECORDED DEED BOOK:DB 9908, PG 2816CAMA LAND USE CLASSIFICATION:WATERSHED RESOURCE PROTECTION AREAEXISTING LAND USE:UNDEVELOPEDPROPOSED LAND USE:SINGLE FAMILY RESIDENTIAL (3 BEDROOM)COMPREHENSIVE LAND USE: GENERAL RESIDENTIALSITE DATAAVERAGE SINGLE FAMILY LOT SIZE:60' X 130' & 50' X 120'MAX BUILDING HEIGHT:35'TOTAL UNITS:169 DWELLING UNITSDENSITY:2.49 DU/ ACDIMENSION STANDARDS PERFORMANCE RESIDENTIAL DISTRICT REQUIREMENTS59.1.1-2.1 BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT SHALL SETBACK NO LESS THAN TWENTY (20) FEET FROM THE ADJOINING PROPERTY LINE. (6/16/86)59.1.1-2.2 IN NO CASE SHALL ANY PART OF A DETACHED SINGLE-FAMILY DWELLING UNIT BELOCATED CLOSER THAN TEN (10) FEET TO ANY PART OF ANY OTHER DETACHED SINGLE-FAMILY DWELLING; AND IN NO CASE SHALL ANY PART OF A MULTIPLE DWELLING UNIT BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY PART OFANOTHER DWELLING UNIT. (6/1/92)OPEN SPACE CALCULATIONSREQUIRED (0.03 X 169 LOTS):5.07 AC2.535 AC ACTIVE OPEN SPACE2.535 AC PASSIVE OPEN SPACEPROVIDED:+ 16.49 AC+ 2.9 AC ACTIVE OPEN SPACE+ 13.59 AC PASSIVE OPEN SPACEASSOCIATION MAINTENANCEALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINEDBY THE HOMEOWNER'S ASSOCIATIONLAND DISTURBANCE NOTE:SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATEPERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE OF ABUILDING PERMIT.SURVEY NOTE:TOPOGRAPHIC AND BOUNDARY SURVEY COMPLETED BYPARAMOUNTE ENGINEERING, INC. AND SEALED BYCHRISTOPHER J. GAGNE, PLS, ON APRIL 25, 2017.FEMA NOTE:MOST LOTS EXIST WITHIN FLOOD ZONE 'X', AS SHOWN BYFEMA FLOOD PANEL 3720313300J WITH AN EFFECTIVE DATEOF APRIL 3, 2006. PORTIONS OF LOTS LIE WITHIN FLOODZONE 'AE' WITH A BASE ELEVATION OF 10'.ROADS1.ALL STREETS SHALL BE PRIVATE AND CONSTRUCTED TO NCDOT STANDARDSAND INSPECTED AND CERTIFIED BY ENGINEER TO VERIFY THEY WERE BUILT TONCDOT STANDARDS.2.ALL SIDEWALKS WILL BE CONSTRUCTED IN COMPLIANCE WITH ADAREQUIREMENTS.3.STREET NAMES TO BE VERIFIED BY E-911 PRIOR TO RECORDATION OF SINGLEFAMILY LOTS.4.CONNECTIVITY RATIO REQUIRED:1.40PROVIDED:1.60UTILITIES1.ALL WATER AND SEWER UTILITIES WILL BE COORDINATED WITH CFPUA.2.STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE ANDLOCAL STORMWATER STANDARDS.3.VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. ARE NOT ALLOWEDIN UTILITY/DRAINAGE EASEMENTS.4.STREET LIGHTS WILL BE PROVIDED AS PER SECTION 52-9 OF THE NEW HANOVERCOUNTY SUBDIVISION ORDINANCE.TRAFFIC1.A TIA IS BEING CONDUCTED AT THIS TIME BY TRANSPORTATION ENGINEER, RAMEY KEMP AND ASSOCIATES.LANDSCAPE1.ALL LANDSCAPE WILL COMPLY WITH NEW HANOVER COUNTY ORDINANCES AND ALANDSCAPE PLAN WILL BE SUPPLIED AS PART OF THE PERMITTING DOCUMENTSAS NECESSARY.2.EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE;REMOVAL OF EXISTING VEGETATION SHALL PERTAIN TO NECESSARY AND ESSENTIALSITE IMPROVEMENTS CONCERNING DEVELOPMENT.3.EXISTING TREES GREATER THAN 8" DBH SHALL NOT BE REMOVED FROM A TWENTYFOOT BUFFER STRIP ALONG THE PERIMETER.4.THIS PROJECT IS SURROUNDED BY RESIDENTIALLY ZONED PROPERTY AND DOES NOTREQUIRE ADDITIONAL BUFFERING.= PROPERTY LINE= WETLANDS= ACTIVE OPEN SPACE= PASSIVE OPEN SPACE= SETBACK= PROPOSED UTILITY EASEMENT= CURVE RADIUS= WATERLINE= SEWER LINE= FIRE HYDRANT LEGENDRWSS
PRIVATE ROADS CERTIFICATION
I (WE) THE DEVELOPERS OF CLEARWATER PRESERVE SUBDIVISION
LOCATED IN THE UNINCORPORATED AREA OF NEW HANOVER COUNTY
UNDERSTAND THAT THE ROADS IN SAID SUBDIVISION ARE DESIGNATED
PRIVATE. I UNDERSTAND THAT OWNERSHIP AND MAINTENANCE OF THE
ROADS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH
TIME THAT THE DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE
PROPERTY OWNERS' ASSOCIATION. RESPONSIBILITIES MUST BE
ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN THE
HOMEOWNER COVENANTS FOR SAID SUBDIVISION. THE PRIVATE ROADS
IN SAID SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE
AND ALL APPLICABLE COUNTY CODES WHICH INCLUDES THE DESIGN,
INSTALLATION, INSPECTION, AND APPROVAL BY A LICENSED ENGINEER
(PE) RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO FINAL
PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL
OR A PORTION OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE
SUBDIVISION IS BONDED THROUGH A SURETY, PERFORMANCE BOND,
OR CASH ESCROW, NO BOND SHALL BE RELEASED UNTIL ALL ROAD
CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND CERTIFIED BY
THE PROFESSIONAL ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR
LOTS WITHIN A SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN
THROUGH THE PROPERTY OWNERS ASSOCIATION IN PERPETUITY
AFTER ACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIME THAT
THE ROADS ARE RE-PLATTED AS PUBLICLY DESIGNATED ROADS AND
TAKEN OVER FOR MAINTENANCE THROUGH THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) OR APPROPRIATE
GOVERNING AUTHORITY.
RALEIGH-WILMINGTON
INVESTORS_______________________________________
DATE __________________
24'
1/2" PER FT
1/4" PER FT
SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
50 FT R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
7'
SIDEWALK
12'
5'
1'
1'
1'
70'
10'
NOT TO SCALE
WET WET
ACTIVE OPEN SPACE/
AMENITY SITE
2.35 AC
ACTIVE OPEN
SPACE
0.55 AC
PASSIVE OPEN
SPACE
10.61 AC
PASSIVE OPEN
SPACE
1.55 AC
PASSIVE
OPEN SPACE
0.46 AC
PASSIVE OPEN SPACE
0.19 AC
PASSIVE OPEN SPACE0.09 AC PASSIVE OPEN SPACE0.43 ACNEW PAVEMENT TO TIE INTOEXISTING PAVEMENT, TYP.NEW PAVEMENT TO TIE INTOEXISTING PAVEMENT, TYP.PROPOSEDSTORMWATER POND3.56 AC
PROPOSED
STORMWATER POND
1.89 AC
40' REALIGNED ACCESS
EASEMENT TO EXISTING
CELL TOWER SITE
EXISTING WETLANDS, TYP.
+ 0.37 AC.
FLOODPLAIN AE 10, TYP.
+ 1.93 AC
PASSIVE OPEN SPACE
0.12 AC
PASSIVE OPEN SPACE
0.14 AC
PROPOSED FIREHYDRANT LOCATION,TYP.PROPOSED 8"WATER MAIN, TYP.10' X 70' SIGHTTRIANGLE, TYP.
22'
1/2" PER FT
1/4" PER FT
SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
50 FT R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
SIDEWALK
13'
8'
1'
1'
1'
PROPOSED 5' WIDE
SIDEWALK, TYP.
PROPOSED SEWER
MAIN, TYP.
30' SEWER EASEMENT,
TYP.
10' GENERAL UTILITYEASEMENT, TYP.
SIDEWALK
5'
EX. SMHRIM= 18.92INV=7.99 EX. SMHRIM= 19.38INV=9.00 23
23
22211919
X
X
X
X
X
X
PINE24
X X
X
X
X
X
X
X
X
PINE28
OAK24
PINE24
PINE28 PINE28
X
24PINE
24PINE
25PINE
25PINE
24MAPLE
24PINE
24PINE
25PINE
24PINE
24OAK
25PINE
27PINE
11MAGNOLIA
13MAGNOLIA
36OAK
24PINE
24OAK
10MAGNOLIA
25PINE
24PINE
24PINE28PINE28PINE30PINE24PINE24PINE28GUM29MAPLE32GUM30MAPLE36OAK12MAGNOLIA24PINE
26PINE
24PINE
24PINE
30PINE
25PINE
38PINE
X
X
X
X
X X
X
X
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
PARCEL AREA
2,872,737 SF ±
65.949 AC. ±
LINE
BEARING
DISTANCE
L1
S 23°05'06" W
60.14'
L2
N 35°02'33" E
25.00'
L3
S 87°03'12" E
72.16'
L4
N 77°56'24" E
77.72'
L5
N 49°36'15" E
78.81'
L6
N 56°03'25" E
53.37'
L7
N 36°17'53" E
37.71'
L8
N 86°42'00" E
32.44'
L9
S 36°17'53" W
62.75'
L10
S 56°03'25" W
53.64'
L11
S 49°36'15" W
86.85'
L12
S 77°56'24" W
87.32'
L13
N 87°03'12" W
82.64'
L14
S 24°26'49" W
30.00'
L15
N 24°27'04" E
60.00'
L16
S 23°19'09" W
60.28'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA
C1
260.00'
296.27'
280.50'
S 57°05'26" W
65°17'15"
C2
200.00'
181.51'
175.35'
S 63°44'04" W
52°00'00"
C3
200.00'
227.90'
215.77'
S 57°05'26" W
65°17'15"
C4
260.00'
235.97'
227.95'
S 63°44'04" W
52°00'00"
OUT
BUILDING
HOUSE
IPF
IPF IRF
IPF
IPF
IPF
IPF
IPF
IPF
IRF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPFIRFIRF
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
OUT
BUILDING
SENTRY OAKS
SECTION 5
SENTRY OAKS
SECTION 2
SENTRY OAKS
SECTION 1
SENTRY OAKS
SECTION 1
ROBERT & NANCY
RUSH
R07900-003-042-002
DB 1376, PG 1545
JAMES & NANCY
GILLESPIE
R07900-003-035-002
DB 1136, PG 1273
DOUGLAS & SHARON
R07900-003-035-003
DB 1734, PG 50
DEER CROSSINGSECTION 1 TARIN WOODSPHASE III TARIN WOODSFUTUREDEVELOPMENT TARIN WOODSPHASE 5
L&P PROPERTY
INVESTMENTS
R07900-003-039-002
DB 5342, PG 2318
±1.9 AC
THOMAS & JULIE
CONGLETON
R07911-006-003-000
DB 2684, PG 861
B
I
G
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Y
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2323
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2121
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2121
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2020
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2020
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1
9
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1
9
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1818181818
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1717
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1
31
3
1313
13 13
13131313
13
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12
1212
1212
12121212
12
12
12
12
1
2
12
11
11
11
1
1
11 11
11
1111
1111
111111
11
1
1
1111
10
1
0
1
0
1010
1010 10 101010 101010
1
0
10
1010
9
9
9 999
9
9
9 9 99
9
9
99
88 8888
8888
8
8
88
88
8
8
77 777
25' ACCESS
& UTILITY
EASEMENT
CELL TOWER
SITE
R07900-003-039-000
MARVIN H SR CONGLETON HEIRS
DB 9908 PG 2816
L2
253.28'
S 54°57'27" E
L3
L4
L
5
121.00'
N 41°41'56" E
153.34'
N 37°28'41" E
L
6
L7
L8L9
L
1
0
150.18'
S 37°28'41" W
123.65'
S 41°41'56" W
L
1
1
L
12
L13
135.85'
N 54°57'27" W
201.19'
N 65°33'11" W
169.99'
S 24°26'49" W 305.24'
L14
105.25'
C
1
209.24'
S 89°44'04" W
C
2
204.91'
S 37°44'04" W
480.00'
S 65°33'15" E
105.24'S 24°26'49" W
C
3
209.24'
S 89°44'04" W
C
4
255.78'
S 37°44'04" W
480.00'
S 65°32'56" E
200.00'N 24°27'04" E
201.19'
N 65°33'11" W
260.00'
N 65°32'56" W
LT. CONGLETON RD.
PRIVATE 60' R/W
1102.61'N 14°24'04" E
2159.03'
S 65°30'09" E
794.27'N 11°38'46" E
L1
297.27'S 21°42'04" W
3
3
0.77'
S 47°34'1
8"
W
423.62'
N 89°53'06" W
307.82'
S 37°29'26" W
347.00'
S 00°40'11" W
327.71'
S 86°35'27" W
1
3
2
.
0
9
'
S
7
2
°
5
7
'
5
4
"
W
191.79'
N 86°04'44" W
340.65'
N 53°55'37" W
148.90'S 28°49'23" W
198.50'N 82°44'04" W 261.21'N 56°28'56" W
280.00'
N 65°32'56" W
300.00'
N 24°27'04" E
280.00'
S 65°32'56" E
300.00'S 24°27'04" W
125.00'
N 35°02'34" E
125.00'
S 54°57'27" E
125.00'
S 35°02'34" W
125.00'
N 54°57'27" W
260.00'
S 65°37'19" E
LT CONGLETON RDBIG CYPRESS DR LT CONGLETON RDMIDDLE OAKS DR BALSAM DR ROYAL OAK DR BOOGER WOODS RD MYRTLE GROVE RDDARLEY LNHICKORYKNOLL RDMYRTLE GROVE RD SENTRY OAKS DR
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PEI JOB#:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SEAL
CLIENT INFORMATION:
TGC
CJG
1"= 100'
3/9/17
NEW HANOVER COUNTY, NC
FEDERAL POINT TOWNSHIP
PARID: R07900-003-039-000
EXITING CONDITIONS
EX-1
16348.PE
MARVIN H SR CONGLETON HEIRS
1318 LT CONGLETON RD
WILMINGTON NC
LEGEND:
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION,
RECORDATION,
CONVEYANCES, OR
SALES.
NAD83
0
50
100
200
300
400
SCALE: 1"=100'
VICINITY MAP(1':1000")SITEIRON PIPE FOUNDIRON ROD FOUNDIRON ROD SETPK NAIL FOUNDPK NAIL SETCONCRETE MONUMENT FOUNDSIGNCONCRETE CURB & GUTTEREDGE OF PAVEMENTLIGHT POLEUTILITY POLEGUY ANCHORTRANSFORMERTELEPHONE RISERWATER METERWATER VALVEFIRE HYDRANTIRRIGATION VALVECLEAN-OUTSANITARY SEWER MANHOLESTORM DRAINAGE MANHOLEWELLCURB INLETCATCH BASINGAS METERMAILBOX C&GEPTRWVC.O.G IPFIRFIRSPKFPKS
TREES
OVERHEAD UTILITIES
BURIED TELEPHONE LINE
WATER LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
UNDERGROUND GAS LINE
CHAINLINK FENCE
EXISTING CONTOUR
RIGHT OF WAY/BOUNDARY
X18
LEGEND: