HomeMy WebLinkAboutRevised 10-13-204" w6" w
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S39°27'27"W
8.32'
S54°29'51"E
115.60'
S04°
2
3'52"
E
140.1
1'S64°37'42"E126.54'S09°16'26"E
144.41'S23°24'19"E320.29'S23°04'30"E39.60'S28°52'08"W
210.91'
S28°52'08"W
67.61'
S28°52'08"W
305.49'S63°11'02"E184.78'S63°23'07"E
10.63'S63°23'07"E185.42'S63°23'07"E74.81'
S50°03'
4
4
"
W
408.07'
N49°58'49"E
431.44'
N26°35'38"E
208.58'S63°24'22"E210.00'S26°49'15"W
210.97'S63°12'53"E105.03'S63°12'53"E134.96'
N30°50'20"E
344.88'
N30°50'20"E
424.38'
N30°50'20"E
284.41'
N30°50'20"E
254.33'
N30°50'20"E
87.99'N57°16'51"W293.45'N59°
2
6
'
5
0
"
E
158.1
9
'
N53°1
4
'
0
8
"
E
64.31'
N53°14'08"E
53.01'N60
°
1
0
'
3
8
"
E
114.
0
3
'
N60
°
1
0
'
3
8
"
E
166.
0
6
'
N60°
1
0
'
3
8
"
E
120.
6
8
'N45°43'15"W427.36'N45°43'15"W176.38'N45°43'15"W148.65'N45°43'15"W139.40'N45°43'15"W231.79'N45°43'15"W192.46'S44°20'03"W
106.33'S59°33'31"E
19.05'
S27°52'56"W
105.32'
S27°52'56"W
210.56'S37°55'30"E126.90'S37°55'30"E150.64'S37°55'30"E
52.55'
S41°15'35"W
52.56'
S45°22'47"W
88.29'
S45°22'47"W
174.83'S45°22'47"W
93.05'N57°05'07"W70.76'N53°17'36"W90.36'N53°17'36"W173.39'N53°17'36"W152.40'N53°17'36"W128.22'N53°17'36"W91.28'S09°16'26"E184.21'N45°43'15"W147.47'8" W8" W8" W8" W8" W
8
"
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8" W
8" W
8"
W
8"
W8"
W
8"
W
8"
W
8" W
8" W
8" W
8" W
8" W
2
"
W2" WWM
2" W2" W2" WWM WM
WM8" W
8" W 8" W
258.
8'
81.7'82.4'C7
85.6'35.2
'
1
5
1
.
4
'
43.
9
'
94.5
'
115.
4
'
26.5'
131.8'
138.4'47.5'
C9
16.5'119.3
'32.5'5.1'
45
.9
'
52.6'115.7'5.8'
28.5'117.6
'
32.6'
1
9
8
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7
'
1
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5
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4
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6
9
.
4
'33.5'212.7'63.7'
159.6'
123.2'9.2'
171.4'
213.5'
8.4'148
.
8
'
36.
4
'
209.
8
'
27.9'
210.6'
47.4'
C10
1
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5
'
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4
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8
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'
189.2'34.1'
129.6'
C8
85.6'
1
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0
.
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1
.
1
'
43.8'
108.5'
C146.1'171.6'114.1'76.8'C4150.3'
36.5'32.1'99.4'60.8'76.1'
165.
1
'
C5112.6'74.0'21.0'50.2'48.9
'
90.7'51.4'163.5'133.8'93.5'41.3'62.1'234.0'70.8'59.5'100.0'39.9'71.7'75.6
'31.7
'51.4'21.0'120.9'164.1'5.5'80.7'37.6'149.0'148.6'17.8'45.5'114.0'136.4'15.8'6
6
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2
'
83.9'55.3
'
25.6'104.0'79.3'35.4'21.1'78.9'100.0'111.0'63.2'69.2'C618.4'167.
9
'
94.7'53.4'114.9'23.7'29.9'144.5'
C3
45.3'56.3'40.2'149.4'4.8'
16.2'97.5'50.2'78.0'15.5'
21.0'149.4'40.2'45.2'49.9'C2 116.8'
117
.
8
'104
.
7
'147.3
'160.3'34.6'197.8'72.5'30.6'98.0'128.7'124.9'134.9'2.0'
STREET LENGTHS:
PRINCE PLACE DRIVE 2248LF
ROYAL ELLA COURT 384 LF
BLUE MONARCH LANE 1073 LF
CASTE POND WAY 1900 LF
(PH1:150LF -
PH2:1750LF)
NOBLE HEART 427 LF
LOT2129,490SF
LOT67
49,827SF
LOT64
34,760SF
LOT48
26,171SF
LOT59
31,529SF
LOT69
26,428SF
LOT19
39,173SF
LOT2231,084SF
LOT10
28,253SF
LOT12
37,457SF
LOT2
42,420SF
LOT3
46,261SF
LOT33
46,379SF
LOT3559,290SF
LOT18
32,600SF
LOT25
34,060SF
LOT46
41,712SF
LOT61
27,625SF
LOT24
34,865SF
LOT11
30,148SF
LOT1
39,432SF
LOT47
36,289SF
LOT31
32,769SF
LOT32
35,395SF
LOT43
80,402SF
LOT66
37,532SF
LOT57
34,042SF
LOT17
38,763SF LOT15
32,737SF
LOT40
69,943SF
LOT5
33,331SF
LOT39
40,445SF
LOT14
35,441SF
LOT6
31,517SF
LOT26
33,278SF
LOT52
30,748SF
LOT38
32,123SF
LOT49
27,487SF
LOT62
26,483SF
LOT68
47,775SF
LOT20
34,397SF
LOT9
27,257SF
LOT29
32,367SF
LOT36
35,768SF
LOT45
45,429SF
LOT13
32,768SF
LOT16
36,236SF
LOT58
31,229SF
LOT51
33,399SF
LOT50
26,822SF
LOT54
34,553SF
LOT41
52,137SF
LOT60
26,500SF
LOT63
30,664SF
LOT6531,863SF
LOT23
41,698SF
LOT44
44,634SF
LOT37
32,675SF
LOT42
29,642SF
LOT8
32,769SF
LOT4
45,338SF
LOT55
31,252SF
LOT34
39,301SF
LOT56
31,598SF
LOT7
29,728SF
LOT5341,542SF
LOT3028,059SF
LOT28
34,474SF
LOT27
32,757SF
WETLANDS/
OPEN SPACE
20' DRAINAGE
EASEMENT, TYP.
1
3
MAIL KIOSKS
1.27 UNITS (3x10 DOOR CBUs):
LOTS 1-15, 35, 59-69
2.19 UNITS (2x10 DOOR CBUs):
LOTS 16-34
3.23 UNITS (2x12 DOOR CBUs):
LOTS 36-58
FIRE HYDRANT
ASSEMBLY 1
FIRE HYDRANT
ASSEMBLY 2
FIRE HYDRANT
ASSEMBLY 3
FIRE HYDRANT
ASSEMBLY 4
FIRE HYDRANT
ASSEMBLY 5
FIRE HYDRANT
ASSEMBLY 6
PHASE 2 LOOP LINE
TO CONNECT TO THE
EXISTING MAIN
ALONG KIPLING ROAD.
OPEN SPACE
2
OPEN SPACE
FIRE HYDRANT
ASSEMBLY 7
OPEN SPACE
EXISTING POND
PH
A
S
E
1
P
H
A
S
E
2
P
H
A
S
E
1
PHASE 1
PHASE 1 PHASE 2PHASE 2
PRINCE PLACE DRIVE -50FT PUBLIC R/W W/COUNTY WATERBLUE MONARCH LN -50FT PUBLIC R/W W/COUNTY WATERROYAL ELLA CT -50FT PUBLIC R/W W/PUBLIC WATERCASTE POND WAY -50FT PUBLIC R/W W/PUBLIC
WATER
NO
B
L
E
H
E
A
R
T
-
50F
T
P
U
B
L
I
C
R
/
W
W
/
P
U
B
L
I
C
W
A
T
E
R
#
CHRISTIAN L
I
G
H
T
ROAD (SR14
1
2
)
CONNECTION TO EXISTING 6"
SDR-26 PVC HRW WATER MAIN
PHASE 2
PHASE 1
OPEN SPACE
EXISTING
POND
20' DRAINAGE
EASEMENT, TYP.
20' DRAINAGE
EASEMENT, TYP.
20' DRAINAGE
EASEMENT, TYP.
WETLANDS/
OPEN SPACE
10' DRAINAGE AND
UTILITY EASEMENT, TYP.
10' DRAINAGE
AND UTILITY
EASEMENT, TYP.
10' DRAINAGE AND
UTILITY EASEMENT, TYP.
10' DRAINAGE AND
UTILITY EASEMENT,
TYP.
20' UTILITY
EASEMENT, TYP.
WETLANDS/
OPEN SPACE
OPEN SPACE
WETLANDS/
OPEN SPACE
WETLANDS/
OPEN SPACE
WETLANDS/
OPEN SPACE
WETLANDS/
OPEN SPACE
30' STREET SCAPE BUFFER
NO UNPERMITTED DISTURBANCE
SHALL OCCUR WITHIN THE
DELINEATED WETLANDS
NO UNPERMITTED
DISTURBANCE SHALL
OCCUR WITHIN THE
DELINEATED WETLANDS
30' SETBACK FROM
EXISTING SURFACE
WATER, TYP.
12' ACCESS
EASEMENT, TYP.
12' ACCESS
EASEMENT, TYP.
12' ACCESS
EASEMENT, TYP.
12' ACCESS
EASEMENT, TYP.
12' ACCESS
EASEMENT, TYP.
12' ACCESS
EASEMENT, TYP.
12' ACCESS
EASEMENT, TYP.
12' ACCESS EASEMENT, TYP.
300.0' MAX. STREET
LIGHT SPACING, TYP.
STREET LIGHT, TYP.
STREET LIGHT, TYP.
STREET
LIGHT, TYP.
PRINCE PLACE DRIVE -
50FT PUBLIC R/W W/COUNTY WATER CA
S
T
E
PON
D
WA
Y
-
5
0
F
T
PUB
L
I
C
R
/W
W
/
P
UB
L
IC
WA
T
ER
10'x10' SUBDIVISION SIGN EASEMENT,
TYP., BOTH SIDES OF ROADWAY
10.0'
10.0'MATCHLINECURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
LENGTH
27.38'
22.71'
24.42'
20.89'
24.09'
23.04'
23.56'
23.56'
22.17'
23.58'6" wr/wr/wr/wr/wS63°23'07"E74.81
'
S50°03'44"W
408.07'81.4'N49°58'49"E
431.44'
N26°35'38"E
208.58'S63°24'22"E210.00
'
8" W
8" W 8" W
8" W
1
1
7
.
6
'
32.6'
LOT43
80,402SF
LOOP CONNECTION TO
EXISTING HRW-OWNED 6"
SDR-26 PVC WATER MAIN
ALONG KIPLING ROAD
20' UTILITY
EASEMENT, TYP.MATCHLINE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
FIRST PUBLISH DATE:
PROJECT NUMBER:
REVISIONS
P:\2019\1908\0300\19080321\19080321-010302\CAD\Prince Place Subdivision\19080321-01_PLAT.dwg October 8, 2020 4:20:53 PM1.15.2020PRINCE PLACE SUBDIVISIONHECTOR'S CREEK, HARNETT COUNTY, NORTH CAROLINAEngineering Surveying Environmental Services114 Edinburgh South Drive, Suite 200Cary, NC 27511919-873-1060 Fax: 919-873-1074www.daa.comNC Firm License # C-0861Virginia Beach, VAHampton Roads, VAFayetteville, NCCharlottesville, VABlacksburg, VARichmond, VANorthern VirginiaACA
ACA
CTC, Jr.
1.0
1"=150'
19080321-01
9.08.20 - PLAT
RESUBMISSION
2.03.20 - DRB PLAT
SUBMISSIONMAJOR SUBDIVISION PLATNAD83 (2011)VICINITY MAP
NOT TO SCALE
1.SITE SUMMARY:a.PROJECT: PRINCE PLACE SUBDIVISIONb.DEVELOPER:PRINCE PLACE, LLC126 BRANDON DR.LILLINGTON, NC 27546919-722-7065HUGHSURLESBUILDERS@GMAIL.COMc.ENGINEER:DRAPER ADEN ASSOCIATES114 EDINBURGH SOUTH DR., SUITE 200CARY, NC 27511919-827-0876d.SURVEYOR:MAULDIN-WATKINS SURVEYING, P.A.1301 W. BROAD ST.FUQUAY-VARINA, NC 27526e.OWNER:PRINCE PLACE, LLC8625 MT. PLEASANT CHURCH ROADWILLOW SPRINGS, NC 27592919-722-7065f.TOTAL TRACT: 80.55 AC (PER SURVEY)g.PIN(s):0633-76-3910; 0633-87-0359; 0633-76-0899h.DEED(s):DB/PG: 0863/0770; 3193/0196; 3014/0308
i.PLAT:MB/PG: N/A; 2019/0359; 2010/0344
j.TOWNSHIP:HECTOR'S CREEKk.LAND USE:AGRI (WITHIN 1 MILE OF VOLUNTARY AGRICULTURAL DISTRICT)l.ZONING: RA-30
2.MIN LOT SIZE WITH PUBLIC WATER: 25,000 SF3.LOTS PLANNED (ALL PHASES):694.PEAK DOMESTIC DEMAND + FIRE FLOW REQUIRED TO SERVE FULL DEVELOPMENT: 548 GPM (547.92GPM)
5.OPEN SPACE REQUIRED/PROVIDED: 0%/18.7% (15.09 AC)
6.FRONTAGE DIMENSIONS:a.WIDTH @ ROW: 100 FT MIN.b.CUL DE SAC WIDTH @ ROW:40 FT MIN.
6.PARCEL IS LOCATED WITHIN FEMA FIRM PANEL 3720062200J, PARCEL IS ZONE X AND NOT WITHIN A FLOODPLAIN.7.PARCEL IS LOCATED IN A WS-IV/HQW CRITICAL WATERSHED AND IS SUBJECT TO STATE STORMWATER PERMITTINGREQUIREMENTS.a.STATE STORMWATER PERMIT NUMBER SW6200801.8.DENSITY BREAKDOWN:
a.TOTAL SITE ACREAGE (ALL PARCELS)80.55 AC
b.PROPOSED IMPERVIOUS:
ROADS: 146,114 SF (3.35 AC) LOTS: 265,650 SF (6.20 AC) - 3,850 SF MAXIMUM PER LOTTOTAL: 411,764 SF ( 8.01 AC) - 11.74%9.COPIES OF ALL APPLICABLE PERMIT APPROVALS WILL BE PROVIDED UPON RECEIPT.10.A LOW-DENSITY POST-CONSTRUCTION STORMWATER PERMIT HAS BEEN OBTAINED FROM NCDEQ FOR THISDEVELOPMENT.11.WETLANDS ARE KNOWN TO EXIST ON SITE, AND HAVE BEEN DELINEATED BY TIMMONS GROUP. THE US ARMYCORPS OF ENGINEERS (USACE) HAVE DETERMINED THAT A JURISDICTIONAL DETERMINATION IS NOT REQUIRED FORTHIS SITE IN ORDER TO SATISFY USACE PERMITTING REQUIREMENTS.12.STREAM AND WETLAND IMPACT PERMITS THROUGH USACE ARE CURRENTLY PENDING.
13.PHASE 2 BOUNDARY SHOWN PROVIDED BY GIS/OTHERS, AND HAS NOT BEEN SURVEYERED OR RECORDED. FINAL BOUNDARY
SURVEY WILL BE PROVIDED BY MAULDIN-WATKINS SURVEYING, P.A. AND RECORDED AS PART OF THE FINAL PLAT.
14.ALL LOTS TO BE SERVED BY HARNETT COUNTY PUBLIC WATER SYSTEM (HARNETT REGIONAL WATER) AND BY PRIVATE SEPTICSYSTEMS.
15.A PRELIMINARY ASSESSMENT OF SEPTIC SOILS INFORMATION WAS CONDUCTED BY ALEX A. ADAMS, LICENSED SOIL SCIENTIST
OF ADAMS SOIL CONSULTING.16.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. MAINTENANCE OF SAID DRAINAGE EASEMENTS SHALL BETHE RESPONSIBILITY OF THE PROPERTY OWNERS THAT BORDER ALL SUCH EASEMENTS. DRAINAGE EASEMENTS ARE SUBJECTTO CHANGE UPON FIELD LOCATION, NATURAL DETERRENTS, APPROVAL OF THE E&S CONTROL PLAN, ISSUANCE OF THE STATE
STORMWATER PERMIT, AND PER THE REQUEST OF ANY OTHER APPLICABLE GOVERNING AGENCY.17.ALL WATER LINES SHALL BE DESIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER DURING THE PERMITTING ANDCONSTRUCTION PHASE. WATERLINES SHOWN ON THIS PLAT ARE FOR ILLUSTRATIVE PURPOSES ONLY.18.WATERLINES, STREETS, FIRE HYDRANTS, AND STREET LIGHTS SHALL BE INSTALLED TO MEET THE REQUIREMENTS OF HARNETT
COUNTY, NCDOT, AND NCDEQ.
19.WETLANDS ARE KNOWN TO BE PRESENT WITHIN THE PROPOSED DEVELOPMENT. THE WETLANDS HAVE BEEN DELINEATEDAND A JURISDICTIONAL DETERMINATION HAS BEEN OBTAINED FROM THE ARMY CORPS OF ENGINEERS.20.NO CONSTRUCTION SHALL BE STARTED UNTIL PROPER APPROVALS HAVE BEEN OBTAINED FROM HARNETT COUNTY, NCDOT,
AND NCDEQ.
21.ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH HARNETT COUNTY AND NCDOT STANDARDS.22.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, ABOVE AND BELOW GRADE, PRIOR TO CONSTRUCTION.23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES RESULTING FROM HIS ACTIVITIES.24.THE CONTRACTOR SHALL CALL NC ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
NOTES:
1.APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR WASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE
AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND WASTEWATER SYSTEM TO MEETFUTURE WATER AND WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL.
2.THE DEVELOPMENT WILL BE REQUIRED TO PROVIDE AN UPDATED HYDRAULIC ANALYSIS AND FIRE FLOW TEST PRIOR TO SUBMITTAL OF PHASE 2
UTILITY EXTENSIONS TO DEMONSTRATE THE SYSTEM WILL MEET HARNETT COUNTY STANDARDS AS SUPPLIED THROUGH PHASE 1.
3.ALL OPEN SPACE, MAIL KIOSKS, STREETSCAPE BUFFERS, AND ANY OTHER COMMON AREAS SHALL BE MAINTAINED BY THE COMMUNITY
HOMEOWNERS ASSOCIATION.
4.ALL ROADWAYS ARE 50FT PUBLIC RIGHT-OF-WAY, WITH A 20' ROADWAY SECTION (EXCEPT FOR KIOSKS).
5.OWNERSHIP OF ROADWAYS TO BE TRANSFERRED TO NCDOT UPON 23 OCCUPANCY OF EACH PHASE.
6.ALL ROAD LENGTHS SHOWN ARE MEASURED ALONG THE ROADWAY CENTERLINE AND TO THE CENTER OF CUL-DE-SACS.
7.ALL CUL-DE-SACS ARE 35FT PAVEMENT RADIUS W/50' ROW RADIUS. SEE DETAIL ON CONSTRUCTION DOCUMENTS.
8.DEED RESTRICTIONS AND COVENANTS SHALL LIMIT INDIVIDUAL LOT IMPERVIOUS AREA TO A MAXIMUM OF 3850SF PER LOT.
9.ALL WATER MAINS SHALL COMPLY WITH THE HRW STANDARDS OUTLINED IN "CHAPTER 9 - WATER SYSTEM STANDARDS AND SPECIFICATIONS".
ALL WATER MAINS WITHIN THE SUBDIVISION SHALL BE SDR-21 PVC, AND ALL HYDRANT ASSEMBLIES SHALL BE RESTRAINED JOINT DUCTILE IRON
PIPE.
LC 50' R/W (MINIMUM)
2 MAX.
113 MAX.
1"/FT.
1"/FT.
10-0"
25' (MIN.)
6'-0"
25' (MIN.)
10'-0"
6" STONE EDGE
5'-0"5'-0"
1
2 MAX.1
3 MAX.
SLOPE 0.02%
6" STONE EDGE
(MIN.)
2 MAX.
1
4'-0"4'-0"
(MIN.)
TYPICAL PAVEMENT SECTION
NOT TO SCALE
TACK COAT
6'-0"
(MIN.)
SURFACE COURSE
1" S9.5B FINAL LIFT TO BE APPLIED UPON
MEETING ONE OF THE FOLLOWING CONDITIONS:
1) 75% DEVELOPMENT OCCUPANCY,
2) 1 YEAR FROM INTERMEDIATE COURSE
PLACEMENT
3) FOR ETJ STREETS, FINAL 1" MAY BE PLACED
WHEN APPROVED BY NCDOT.
INTERMEDIATE COURSE
1" S9.5B
BASE COURSE
6" COMPACTED AGGREGATE BASE
COURSE, OR 4" TYPE B25.0C BASE COURSE
SUBGRADE
COMPACTED SUBGRADE
(95% MAX. PROCTOR DRY DENSITY)
LOCAL RESIDENTIAL STREET (DITCH TYPE)
NOT TO SCALE
MINIMUM LOT AREA (SF) WITH CONNECTION
TO PUBLIC WATER AND/OR SEWER
.MINIMUM LOT FRONTAGE WIDTH
MINIMUM FRONT YARD SETBACK
MINIMUM REAR YARD SETBACK
MINIMUM SIDE YARD SETBACK
MAXIMUM BUILDING HEIGHT REQUIRED
MINIMUM SIDE YARD SETBACK, CORNER LOT
MINIMUM SIDE YARD SETBACK, CORNER LOT
ON MAJOR THOROUGHFARE
25,000SF
100FT
35FT
25FT
10FT
35FT
20FT
35FT
PHASE 2 PROPERTY
PURCHASE AND
DEVELOPMENT TBD.
AS THE OWNER OF RECORD, I HEREBY
FORMALLY CONSENT TO THE PROPOSED
DEVELOPMENT SHOWN ON THIS SITE PLAN
AND ALL REGULATIONS AND REQUIREMENTS
OF THE HARNETT COUNTY ORDINANCES
DATE OWNER SIGNATURE
WATER MAIN LOOP CONNECTION INSET
SCALE: 1" = 150'