HomeMy WebLinkAbout20210602 West Pointe WeaverSITEBUFFALO LAKE RD SR 1115HI
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D NORTHVIEW DR SR 1276GREEN SPRING DR SR 2157NORTHVIEW DR SR 1276TINGEN RD SR 1139MICRO TO
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1TINGEN RD SR 1139TIMBERLINE DR SR 2517CANYON CT SR 2178VAIL CT SR 2177SILVERTHORNE DR S
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CASTLE ROCK DR S
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ALPINE DRIVE SR
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WEST POINTE DRIVE
VICINITY MAP
RESIDENTIAL
PORTION OF 9586-98-1436, PORTION OF 9586-77-4522
PROPOSED USE:
ZONING:
PIN:
RA-20R
WEST POINTEPROJECT:
SITE DATA
ENGINEER:
BETH BLACKMON, PE
PHONE: 919-866-4509
RALEIGH, NC 27607
5410 TRINITY ROAD, SUITE 102
TIMMONS GROUP
FAX: 919-859-5663
EMAIL: BETH.BLACKMON@TIMMONS.COM
WEAVER DEVELOPMENT COMPANY
TOTAL DEVELOPED TRACT AREA:59.31 AC
350 WAGONER DRIVE, SUITE 100
PROPERTY LOCATION:
DEVELOPER:
FAYETTEVILLE, NC 28303
TOWNSHIP:BARBECUE
PHONE: 910-630-2100
EMAIL: CDB1971@GMAIL.COM NAD83DUSTIN BLACKWELL
WEST POINTE
PRELIMINARY SUBDIVISION PLAN
HARNETT COUNTY, NORTH CAROLINA
9586-98-1436
ALLIED INVESTORS INC
350 WAGONER DRIVE
FAYETTEVILLE, NC 28303
OWNERS OF RECORD
ALPINE DRIVE
HARNETT COUNTY, NORTH CAROLINA
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16526/2/2021
WEST POINTEALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA48444
331
331
B. BLACKMONFOR REVIEWONLYC0.0 COVER SHEETN/A
APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY.
CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY
REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND
WASTEWATER SYSTEM TO MEET FUTURE WATER DEMANDS PRIOR TO A
PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS PLAN
C2.0 SITE PLAN
C3.0 UTILITY PLAN
C4.0 LIGHTING PLAN
9586-77-4522
ALLIED INVESTORS INC
350 WAGONER DRIVE
FAYETTEVILLE, NC 28303
FM
FM
FM
FM
FM
FMWW W
W
WW WWW
WWWW
FUTURE COMM
E
R
C
I
A
L
LOT 6
LOT 4
EXISTING
FOOD LION
LOT 3
FOOD LION
OUTPARCEL
3.161 ACRES
LOT 2
BUFFALO LAKE
R
O
A
D
(
S
R
1
1
1
5
)
4
2
0
4304
3
0
4
3
0
440440
430430430
440 440 440440440
450 450450450450450
CHAIN LINK FENCE
EX. 20' SANITARY SEWER EASEMENTWEST POINTE DRIVES 86°19'57" W683.60'N 46°
5
6'
5
7
"
W
949.8
8'
N 46°
5
8'
3
2
"
W
920.0
5'L4N 06°37'51" W
210.92'C1L5L6N 83°29'46" E281.07'N 06°37'50" W
20.00'
445.81'
PRIVATE STORM EASEMENT
FOR STORM WATER
MANAGEMENT POND
N 46°
5
8'
3
2
"
W
330.2
2'
68.64'N 83°22'09" E221.55'L32L33SANSAN
SAN
SAN
SAN
FORCE MAIN (PAINT)
18" RCP
420.02'
418.10'
420.29'18" RCP
OHPOHPOHPOHP
RISER TOP: 435.33'
INV OUT: 427.87'
INV IN: 427.72'
INV OUT: 426.38'
N6°37'50"W131.44'
N6°37'51"W
43.96'N83°13'52"E
10.00'
R=1079.58'
L=188.76'
N3°23'14"E
4.95'
N3°23'14"E
50.54'
N3°23'14"E
3.39'
N46°4
8'
2
1
"
W
40.33'
BUFFALO LAKE R
O
A
D
(
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R
1
1
1
5
)
SPIRIT MASTER
FUNDING X LLC
PIN: 9586-77-3974
DB 3714/389
PB 2013/96
ZONING: COMM
SUNSET RIDGE - PHASE 2
UNDER CD REVIEW
PROJECT AREA
PORTION OF PROPERTY
LINE TO BE REMOVED
N6°28'41"W
242.80'N83°31'19"E699.29'N6°39'14"W
658.94'N83°10'25"E616.82'S86°19'57"W59.12'S0°42'48"W
2703.79'S89°17'12"E394.67'JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16526/2/2021
WEST POINTEALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA48444
331
331
B. BLACKMONFOR REVIEWONLYC1.0 EXISTING CONDITIONS PLAN0
SCALE 1"=100'
200'100'
NOTES:
1.BOUNDARY INFORMATION TAKEN FROM SURVEY PREPARED BY STOKES
SURVEYING & MAPPING, PLLC, DATED 01/18/2021.
2.TOPOGRAPHIC INFORMATION TAKEN FROM A COMPILATION OF HARNETT
COUNTY GIS AND BARE EARTH, ADJOINER PROPERTY INFORMATION AND
TOPOGRAPHIC DATA SHOWN HAVE BEEN COMPILED FROM HARNETT COUNTY
GIS.
3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM
MAP NUMBERS 3710958600J WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.
4.PRELIMINARY SOIL INFORMATION TAKEN FROM HARNETT COUNTY GIS.NAD 831" = 100'
FUTURE COMM
E
R
C
I
A
L
LOT 6
LOT 4
EXISTING
FOOD LION
LOT 3
FOOD LION
OUTPARCEL
3.161 ACRES
LOT 2
CHAIN LINK FENCE
WEST POINTE DRIVEPRIVATE STORM EASEMENT
FOR STORM WATER
MANAGEMENT POND
OHPOHPOHPOHP
BUFFALO LAKE R
O
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D
(
S
R
1
1
1
5
)
13
24366 SF
0.559 AC
22
22050 SF
0.506 AC
21
22050 SF
0.506 AC
20
22050 SF
0.506 AC
24
22050 SF
0.506 AC
23
22050 SF
0.506 AC
19
22050 SF
0.506 AC
18
22050 SF
0.506 AC
17
22050 SF
0.506 AC
16
22050 SF
0.506 AC
15
22050 SF
0.506 AC
14
22050 SF
0.506 AC
25
22050 SF
0.506 AC
70
31790 SF
0.730 AC
68
22857 SF
0.525 AC
48
23031 SF
0.529 AC
9
22050 SF
0.506 AC
7
22050 SF
0.506 AC
10
22050 SF
0.506 AC
11
22050 SF
0.506 AC
5
22050 SF
0.506 AC
6
22050 SF
0.506 AC
2
28868 SF
0.663 AC
1
26403 SF
0.606 AC
44
24010 SF
0.551 AC
43
24010 SF
0.551 AC
42
24010 SF
0.551 AC
41
24010 SF
0.551 AC
40
24010 SF
0.551 AC
39
26326 SF
0.604 AC
46
27764 SF
0.637 AC
45
24010 SF
0.551 AC
49
23030 SF
0.529 AC
52
23030 SF
0.529 AC
51
23030 SF
0.529 AC
50
23030 SF
0.529 AC
47
27977 SF
0.642 AC
53
23030 SF
0.529 AC
29
23880 SF
0.548 AC
30
23490 SF
0.539 AC
31
25951 SF
0.596 AC
26
26078 SF
0.599 AC
12
24366 SF
0.559 AC
4
29500 SF
0.677 AC
3
32667 SF
0.750 AC
55
24366 SF
0.559 AC
61
23044 SF
0.529 AC
33
21923 SF
0.503 AC
32
25938 SF
0.595 AC
60
22542 SF
0.518 AC58
22050 SF
0.506 AC
57
22050 SF
0.506 AC
56
22050 SF
0.506 AC
54
25346 SF
0.582 AC
67
23530 SF
0.540 AC
34
23012 SF
0.528 AC
38
24366 SF
0.559 AC
37
22050 SF
0.506 AC
36
22050 SF
0.506 AC
35
22050 SF
0.506 AC
59
23462 SF
0.539 AC
69
25181 SF
0.578 AC
8
22050 SF
0.506 AC
PHASE 1
PHASE 2
PHASE 1
PHASE 2
PHASE 1
PHASE 2
50' PUBLIC R/W & PUBLIC UTILITY - 20' B-B 50' PUBLI
C
R/
W & P
U
BLIC UTILITY
50' PUBLIC R/W & PUBLIC UTILITY - 20' B-B
50' PUBLIC R/W & PUBLIC UTILITY - 20' B-B
50' PUBLIC R/W & PUBLIC UTILITY- 20' B-B60' PUBLIC R/W & PUBLIC UTILITY - 31' B-B100'90'90'90'29'8'245'245'3
9
'
75'90'90'90'10'155'
73'54'30'118'87'43'85'3
9
'
212'105'90'90'90'75'39'220'220'2
3
7
'47'58'110'56'235'
237'24
0
'245'245'245'245'245'245'245'100'28'70'24'74'20'78'16'82'12'86'8'90'4'104'211'233'39
'43'28'81'94'94'94'94'94'79'39'220'220'3
9
'
83'98'98'98'98'98'98'28'35'43'39'218'61'85'85'59'148'39'88'89'89'
103'
64'21'63'30'79'79'53'128'39'95'100'95'67'13'86'211'142'
115'
109'204'382'71'105'231'6'105'105'15'65'148'3
9
'
78'90'
245'
245'21'70'77'94'269'268'279'62'91'
91'
91'
91'91'
91'
52'326'384'373'338'396'361'349'245'245'245'245'245'245'245'245'245'245'245'245'245'9'96'
101'
126'243'259'227'2
3
9
'
2
2
7
'393'279'168'22
9
'
259'
299'
7
2
'
2
1
'
103'80'36'
3
0
'
31'
230'124'90'90'90'90'90'90'90'90'90'90'90'90'100'100'90'90'90'90'90'90'90'140'250'245'245'245'245'245'245'245'245'245'245'245'245'245'233'35'220'3
9
'
90'245'17'40'43'35'90'90'39'220'245'59'114'
68'114'245'245'245'245'245'245'19'206'113'243'113'170'112'229'38'11'101'210'1
8
'50'84'90'90'90'90'75'90'90'90'90'90'90'90'90'90'90'90'34'
BRANTLEY STREET
BRA
NTLEY STREET
KENT STREET
KENT STREET
LANDFALL STREETWEST POINTE DRIVE50' PUBLIC R/W & PUBLIC UTILITY - 20' B-B
KENT STREET
50' PUBLIC R/W & PUBLIC UTILITY - 20' B-BCRESSFIELD DRIVE66
39159 SF
0.899 AC
71
29578 SF
0.679 AC
27
52456 SF
1.204 AC
72
34628 SF
0.795 AC
28
27148 SF
0.623 AC
62
33428 SF
0.767 AC
63
26132 SF
0.600 AC
64
23460 SF
0.539 AC
65
24881 SF
0.571 AC 111'104'131'202'111'344'330'31'10'27'8'91'
111'
245'279'268'73
53358 SF
1.225 AC
78
24601 SF
0.565 AC
77
26997 SF
0.620 AC
74
36525 SF
0.838 AC
76
25177 SF
0.578 AC
75
25725 SF
0.591 AC
79
28008 SF
0.643 AC
80
29872 SF
0.686 AC
81
30919 SF
0.710 AC
82
31967 SF
0.734 AC
83
33014 SF
0.758 AC
84
34061 SF
0.782 AC
85
35108 SF
0.806 AC
86
34612 SF
0.795 AC
6'49'371'39'43'35'10'90'90'90'90'90'90'90'
R30'R30'R30'
MAIL
KIOSK
5' UTILITY EASEMENT
5' UTILITY EASEMENT
R25'R50'
R25'
R35'
R50'
35' BUFFER
35' BUFFER
SUNSET RIDGE - PHASE 2
UNDER CD REVIEW
R25'
R35'
R35'
20' PRIVATE DRAINAGE EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16526/2/2021
WEST POINTEALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA48444
331
331
B. BLACKMONFOR REVIEWONLYC2.0 SITE PLAN0
SCALE 1"=100'
200'100'NAD 831" = 100'
DEVELOPER:
WEAVER DEVELOPMENT COMPANY
DUSTIN BLACKWELL
ENGINEER:
TIMMONS GROUP
MIKE ZACCARDO, PE
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PHONE: 919-532-3281
PHONE: 910-630-2100
SITE DATA
PIN # = PORTION OF 9586-98-1436, PORTION OF 9586-77-4522
DB = 1145, PG = 0347
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
350 WAGONER DRIVE, STE. 100
FAYETTEVILLE, NC 28303
PROPOSED BUILDING SETBACK LINE
OWNER OF RECORD:
ALLIED INVESTORS INC
FAYETTEVILLE, NC 28303
FIRM MAP# = 3710958600J
430,000 SF
MAIL KIOSK IMPERVIOUS AREA
ROADWAY IMPERVIOUS AREA
IMPERVIOUS DATA
IMPERVIOUS WITHIN LOTS (5,000 SF PER 86 LOTS)
24% MAXIMUM IMPERVIOUS AREA
TOTAL SITE IMPERVIOUS AREA
600 SF
153,494 SF
620,084 SF (14.23 AC)
584,094 SF
13.41 AC (22.6%)
TOTAL DEVELOPED ACREAGE = 59.31 acres
EXISTING ZONING = RA-20R
LAND USE CLASSIFICATION = COMPACT MIXED
USE & MEDIUM DENSITY RESIDENTIAL
PROPOSED NUMBER OF LOTS = 86
PROPOSED DENSITY = 1.45 du/a
MINIMUM REQUIRED LOT WIDTH = 100'
MINIMUM LOT SIZE REQUIRED = 20,000 sq.ft.
MINIMUM LOT SIZE PROVIDED = 21,923 sq.ft.
AVERAGE LOT SIZE PROVIDED = 26,038 sq.ft.
TOTAL LENGTH OF ROADS = 6,623 LF
SETBACKS: FRONT: 35'
REAR: 25'
SIDE: 10'
CORNER 20'
1.BOUNDARY INFORMATION TAKEN FROM SURVEY PREPARED BY STOKES
SURVEYING & MAPPING, PLLC, DATED 01/18/2021.
2.EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS
ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING.
4.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
5.SITE IS WITHIN 1 MILES OF THE VOLUNTARY AGRICULTURE DISTRICT.
6.ALL STREETS SHALL BE PUBLIC.
7.ALL UTILITIES SHALL BE UNDERGROUND.
8.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC WATER.
9.EACH LOT WILL BE SERVED BY SEPTIC.
10.NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL
EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.
11.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO
CONSTRUCTION.
12.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY
SIGNAGE.
13.STREET NAMES MUST BE APPROVED BY HARNETT COUNTY GIS PRIOR
TO FINAL PLAT.
14.HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE
OF PARKING AREAS AND ALL LANDSCAPE BUFFERING.
15.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS
SHALL REFLECT THIS REQUIREMENT.
16.PROJECT IS LOCATED WITHIN THE MILITARY CORRIDOR OVERLAY AND
MAY BE ADVERSELY AFFECTED BY OPERATIONS ON BASE FROM TIME TO
TIME.
17.PROJECT IS LOCATED WITHIN 1 MILE OF AGRICULTURE DISTRICT.
GENERAL NOTES
350 WAGONER DRIVE
1" PER FT.
SLOPE AS REQUIRED
SECTION A-A
50' R/W
25'
R
A50' R
15'
35'R
15'20'35' R
C/L
A
35'
SLOPE
6'
3:1
CUL-DE-SAC DETAIL
6'3'
8" CABC
2" SF9.5A
TYPICAL STREET SECTION
6' DITCH
4:1 SLO
P
E
1/4" PER FOOT
SLOPE
50'
20'
PAVEMENT
RIGHT OF WAY
C/L
V-DITCH
1" PER FT.1" PER FT.
8'
SHOULDER
6'
SHOULDER
8" CABC
2" SF9.5A
VAR.
PAVEMENT
WIDTH
6'-0"
SHOULDER
WIDTH
DRIVEWAY TURNOUT GRADES 5'-0"
-.18
0.02 -0.02
-0.08
8'-0"
+.08
-.25
5'-0"
+.16 +.25
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.
____________________________________________ _____________
OWNER SIGNATURE DATE
OWNER CONSENT FORM
PHASE LINE
STREET TABLE PHASE TABLE
R50'
R30'
R30'R30'
FUTURE COMM
E
R
C
I
A
L
LOT 6
LOT 4
EXISTING
FOOD LION
LOT 3
FOOD LION
OUTPARCEL
3.161 ACRES
LOT 2
CHAIN LINK FENCE
WEST POINTE DRIVEPRIVATE STORM EASEMENT
SANSAN
SAN
SAN
SAN
OHPOHPOHPOHP
BUFFALO LAKE
R
O
A
D
(
S
R
1
1
1
5
)
PHASE 1
PHASE 2
PHASE 1
PHASE 2
PHASE 1
PHASE 2
13 222120 2423191817161514 25
70
68
48
978 10 1156
2
1
44 43 42 41 40 394645
49 52515047 53
293031
2612
43
174
55
61
33
32
60
58575654
67
3438373635
59
69
BRANTLEY STREET BRANTLEY STR
E
ET
KENT STREET
KENT STREET
LANDFALL STREETWEST POINTE DRIVEKENT STREET
CRESSFIELD DRIVE66
71
72
62
63
64
65
27
28
73
78 77
74
76
75
7980818283848586
SUNSET RIDGE - PHASE 2
UNDER CD REVIEW
MAIL KIOSK
5' UTILITY EASEMENT
5' UTILITY EASEMENT
PROPOSED 8" SDR-21
PVC WATER MAIN (TYP.)
PROPOSED 6" SDR-21
PVC WATER MAIN
PROPOSED FIRE HYDRANT
ASSEMBLY (TYP.)
PROPOSED FIRE HYDRANT
ASSEMBLY (TYP.)
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
8" X 6" REDUCER
(1) 6" GV
(2) SERVICE LINES
INSIDE (1) PVC SLEEVE
(TYP.)
(2) SERVICE LINES
INSIDE (1) PVC SLEEVE
(TYP.)PROPOSED FIRE HYDRANT
ASSEMBLY (TYP.)
8" X 6" REDUCER
(1) 6" GV
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(3) 8" GV
CONNECT TO
EXISTING WATERLINE
8" X 8" TEE
(3) 8" GV 6''W6''W8''W8''W8''W8''W8''W8''W8''W8''W8''WCONNECT TO SUNSET RIDGE - PHASE 2 WATERLINE
PROPOSED 6" SDR-21
PVC WATER MAIN
PROPOSED 6" SDR-21
PVC WATER MAIN
8" X 8" TEE
(4) 8" GV
8" X 6" REDUCER
(1) 6" GV
8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''WJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16526/2/2021
WEST POINTEALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA48444
331
331
B. BLACKMONFOR REVIEWONLYC3.0 UTILITY PLAN0
SCALE 1"=100'
200'100'NAD 831" = 100'
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
EXISTING WATER LINE
PROPOSED WATER LINE
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
UTILITY LEGEND
W
W
1.THE DESIGN OF THE WATER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER ORDINANCE AND THE
UTILITY MASTER PLAN.
2.APPROVAL OF THIS PLAT / PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT /
FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE
ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATER
DEMAND PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND / OR FINAL PLAT
APPROVAL.
3.STORM DESIGN IS PRELIMINARY IN NATURE AND SIZE, MATERIAL, AND LOCATIONS OF
STORM DRAINAGE ARE SUBJECT TO CHANGE DURING CONSTRUCTION PLANS.
GENERAL NOTES
LC R/W
25.0'
3.0' MIN.
3.0' MIN.
TYPICAL WATERLINE SECTION
ROADWAY
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND STORM SEWER MAINS - 5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND STORM SEWER MAINS - 24 IN.
4.THE DESIGN OF THE WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LATEST HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER
ORDINANCES AND THE UTILITY MASTER PLAN.
UTILITY NOTES
FUTURE COMM
E
R
C
I
A
L
LOT 6
LOT 4
EXISTING
FOOD LION
LOT 3
FOOD LION
OUTPARCEL
3.161 ACRES
LOT 2
CHAIN LINK FENCE
WEST POINTE DRIVEPRIVATE STORM EASEMENT
FOR STORM WATERMANAGEMENT POND
SANSAN
SAN
SAN
SAN
OHPOHPOHPOHP
BUFFALO LAKE R
O
A
D
(
S
R
1
1
1
5
)
PHASE 1
PHASE 2
PHASE 1
PHASE 2
PHASE 1
PHASE 2
13 222120 2423191817161514 25
70
68
48
978 10 1156
2
1
44 43 42 41 40 394645
49 52515047 53
293031
2612
43
174
55
61
33
32
60
58575654
67
3438373635
59
69
BRANTLEY STREET BRANTL
E
Y ST
R
EET
KENT STREET
KENT STREET
LANDFALL STREETWEST POINTE DRIVEKENT STREET
CRESSFIELD DRIVE66
71
72
62
63
64
65
27
28
73
78 77
74
76
75
7980818283848586
SUNSET RIDGE - PHASE 2
UNDER CD REVIEW
35' BUFFER
35' BUFFER 8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''WSTREET LIGHT (TYP.)
STREET LIGHT (TYP.)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-16526/2/2021
WEST POINTEALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA48444
331
331
B. BLACKMONFOR REVIEWONLYC4.0 LIGHTING PLAN0
SCALE 1"=100'
200'100'NAD 831" = 100'
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PHASE LINE
LED STREET LIGHTS
(7,000 LUMENS LED 75 ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
LIGHTING LEGEND