HomeMy WebLinkAbout20201214 Sunset Ridge Phase 2SITEBUFFALO 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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VICINITY MAP
RESIDENTIAL
PORTION OF 9586-98-1436
PROPOSED USE:
ZONING:
PIN:
RA-20R
SUNSET RIDGE PHASE IIPROJECT:
SITE DATA
ENGINEER:
JIM CHANDLER, PE
PHONE: 919-866-4507
RALEIGH, NC 27607
5410 TRINITY ROAD, SUITE 102
TIMMONS GROUP
FAX: 919-859-5663
EMAIL: JIM.CHANDLER@TIMMONS.COM
WEAVER DEVELOPMENT COMPANY
TOTAL DEVELOPED TRACT AREA:32.71 AC
350 WAGONER DRIVE, SUITE 100
PROPERTY LOCATION:
DEVELOPER:
FAYETTEVILLE, NC 28303
TOWNSHIP:BARBECUE
PHONE: 910-630-2100
EMAIL: CDB1971@GMAIL.COM NAD83DUSTIN BLACKWELL
SUNSET RIDGE PHASE II
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-165212/16/2020
SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079
331
B. BLACKMON
J. CHANDLERFOR
RE
VIE
W
ONL
Y
C0.0 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
C2.0 SITE PLAN
C3.0 UTILITY PLAN
C4.0 LIGHTING PLAN
WW WWWWWWWWWANNETTE
HERNANDEZ
PIN:
9586-98-6632
DB: 3514 PG:
0596
ANGELA
GUIGNI-HERANDEZ
PIN:
9586-98-6530
DB: 2718 PG:
0801
JOSHUA &
LAUREN LIBRO
PIN: 9586-98-6430
DB: 3598
PG: 0340
SEAN &
KATHRYN
LYNCH
PIN:
9586-98-6300
DB: 3743
PG: 0806
ALISHA &
RAYSHAWA
SMITH
PIN:
9586-98-6230
DB: 2021
PG: 0852
MARK &
JENNIFER
BILOG
PIN:
9586-98-6130
DB: 3700
PG: 0827
ANTWOINE
SMITH
PIN:
9586-98-6020
DB: 1969
PG: 0091
BRENDA
ALCOCER
PIN:
9586-97-6920
DB: 2620
PG: 0230
DEREK & EVAN
MCSORLEY
PIN:
9586-97-68200
DB: 3426
PG: 0936
MARCHELLE
ROBINSON
PIN:
9586-97-6720
DB: 3479
PG: 0633
NICHOLAS
FAWCETT
PIN:
9486-97-6620
DB: 3715
PG: 0949
JEREMY
EYLER
PIN:
9586-97-6520
DB: 3497
PG: 0851
LUKE &
KATHRYN
GENDRON
PIN:
9586-97-6420
DB: 2591
PG: 0674
CURTIS
CLOUDEN
PIN:
9586-97-6320
DB: 2721
PG: 0800
CHARLES
ERWIN
PIN:
9586-97-6220
DB: 3053
PG: 0351
ALICIA &
NICHOLAS
BURRELL
PIN:
9586-97-6120
DB: 3008
PG: 0591
CALAHAN AND
EVA MAYNARD
PIN:
9586-97-6010
DB: 3277
PG: 0655
JUSTIN &
SHANNON
GRIFFIN
PIN:
9586-96-6910
DB: 3058
PG: 0918
ANGELIA
ZUPANCIC
PIN:
9586-96-6810
DB: 3282
PG: 0603
STEVEN
PUMPHREY
PIN:
9586-98-6710
DB: 2577
PG: 0927
KEITH HECK
PIN:
9586-96-6610
DB: 3705
PG: 0859
CYNTHIA
FUHRMANN
PIN:
9586-96-6511
DB: 3631
PG: 0769
BICH HOANG
PIN:
9586-96-6402
DB: 3759
PG: 0559
HUGH &
PATRICIA
STETLER
PIN:
9586-96-5392
DB: 3853
PG: 0574
BRYAN
T
&
MONIC
A
CRONB
A
U
G
H
PIN:
9586-9
6
-
6
2
3
2
DB: 357
5
PG: 062
9
KIRK
PENT
L
A
N
D
PIN:
9586
-
9
6-
7
1
0
0
DB: 3
8
6
7
PG: 0
9
4
8 HOWERD & KICARTERPIN:9586-95-7978DB: 1708PG: 0001HARNETT
COUNTY
PIN:
9586-85-8495
DB: 3054
PG: 0561
EVELYN & RICHARD
GARY
PIN: 9586-98-5808
DB: 2589
PG: 0900
NEAL & SHENEKE
HARRIS
PIN: 9586-98-3898
DB: 2772
PG: 0886
BOBBY & ESTALENE
QUINN
PIN: 9586-98-2992
DB: 3537
PG: 0019
JONATHAN & MELANIE
HALEY
PIN: 9586-98-1922
DB: 3405
PG: 0809
SARAH & JAMES
PFAFF
PIN: 9586-98-0901
DB: 2778
PG: 0677
CHONG & KENNETH
BAXLEY
PIN: 9586-88-8962
DB: 2796
PG: 0115
ALLIED INVESTORS INC
PIN: PORTION OF 9586-98-1436
DB: 1145 PG: 0347
4
2
04304304
3
0 430430430440 4404
2
24244264284324324324324324324324324344344344344364364384384424424424424444
4
4
4
4
4444 4
4
6 446ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276
ALLIED
INVESTORS INC
PIN: PORTION OF
9586-98-1436
DB: 1145 PG: 0347
UNSUITABLE SOILS
N0°42'48"E
2694.42'S89°17'12"E78.61'N0°42'48"E
238.50'
S0°42'48"W
2235.85'S16°5
5
'
5
1
"
W
154.0
0
'
S28°5
3'
2
9
"
E
413.4
4'
S2
5
°
2
5
'
4
2
"
W
84.
7
8
'S86°23'43"W617.54'R=1599.05'L=6934.04'T=79.47'D=5°41'25"CB=S79°51'07"EC=158.75'R=2231.35'L=6934.04'T=129.19'D=6°37'37"CB=S80°19'12"EC=257.94'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-165212/16/2020
SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079
331
B. BLACKMON
J. CHANDLERFOR
RE
VIE
W
ONL
Y
C1.0 EXISTING CONDITIONS0 240'
SCALE 1"=120'
120'
NOTES:
1.BOUNDARY TAKEN FROM HARNETT COUNTY GIS.
2.TOPOGRAPHIC INFORMATION TAKEN 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 SOUTHEASTERN SOIL &
ENVIRONMENTAL ASSOC., INC. DATED NOVEMBER 17, 2020.
PROPERTY LINE
LEGEND NAD 831" = 120'
UNSUITABLE SOILS
ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276
169'152'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'84'20'
120'
15'
116'
241'
56'85'266'307'44'296'118'100'100'100'100'100'100'120'120'100'100'100'100'100'100'120'120'195'39'95'100'100'100'100'100'100'39'220'195'39'95'100'100'100'100'100'100'95'3
9
'195'220'195'3
9
'
95'100'100'100'100'100'141'220'47'46'46'4
3
'
61'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'196'21'
96'
54'7'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'103'115'115'7'21'
3
9
'
36
26266 SF
0.603 AC
44
26266 SF
0.603 AC
37
26266 SF
0.603 AC
30
22000 SF
0.505 AC
38
22000 SF
0.505 AC
45
26266 SF
0.603 AC 31
22000 SF
0.505 AC
39
22000 SF
0.505 AC
46
22000 SF
0.505 AC 32
22000 SF
0.505 AC
40
22000 SF
0.505 AC
47
22000 SF
0.505 AC 33
22000 SF
0.505 AC
41
22000 SF
0.505 AC
48
22000 SF
0.505 AC 34
22000 SF
0.505 AC
42
22000 SF
0.505 AC
49
22000 SF
0.505 AC 35
22000 SF
0.505 AC
43
22000 SF
0.505 AC
50
22000 SF
0.505 AC 29
22844 SF
0.524 AC
26
65205 SF
1.497 AC
HILLWOOD DRIVE
ALDER ROAD50' PUBLIC R/W & PUBLIC UTILITY50' PUBLIC R/W & PUBLIC UTILITY50' PUBLIC R/W & PUBLIC UTILITY
OPEN SPACE
34,491 SF
0.79 AC
PHASE 1PHASE 2220'220'120'100'100'100'100'100'79'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'220'181'214'234'356'61'
32
4
'
261'196'11
22000 SF
0.505 AC
10
22000 SF
0.505 AC
4
22000 SF
0.505 AC
8
22000 SF
0.505 AC
7
22000 SF
0.505 AC
6
22000 SF
0.505 AC
5
22000 SF
0.505 AC
2
22000 SF
0.505 AC
3
22000 SF
0.505 AC
1
34280 SF
0.787 AC 21
22000 SF
0.505 AC
19
22000 SF
0.505 AC
20
22000 SF
0.505 AC
18
22000 SF
0.505 AC
23
22744 SF
0.522 AC
22
22608 SF
0.519 AC
24
23283 SF
0.535 AC
25
36203 SF
0.831 AC
27
44879 SF
1.030 AC
28
41804 SF
0.960 AC
9
22000 SF
0.505 AC
17
22000 SF
0.505 AC
16
22000 SF
0.505 AC
15
22000 SF
0.505 AC
14
22000 SF
0.505 AC
13
22000 SF
0.505 AC
12
22000 SF
0.505 AC
LANDFALL STREETR37'
R50'
R25'
5' UTILITY EASEMENT TEMPORARY
TURNAROUND10' CONSTRUCTION
EASEMENT
MAIL KIOSK
TEMPORARY
TURNAROUND TEMPORARY
TURNAROUND
UNSUITABLE SOILS
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-165212/16/2020
SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079
331
B. BLACKMON
J. CHANDLERFOR
RE
VIE
W
ONL
Y
C2.0 SITE PLANDEVELOPER:
WEAVER DEVELOPMENT COMPANY
DUSTIN BLACKWELL
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PHONE: 919-866-4507
PHONE: 910-630-2100
SITE DATA
PIN # = PORTION OF 9586-98-1436
DB = 1145, PG = 0347
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
UNSUITABLE SOILS
350 WAGONER DRIVE, STE. 100
FAYETTEVILLE, NC 28303
PROPOSED BUILDING SETBACK LINE
OWNER OF RECORD:
ALLIED INVESTORS INC
FAYETTEVILLE, NC 28303
FIRM MAP# = 3710958600J
250,000 SF
MAIL KIOSK IMPERVIOUS AREA
ROADWAY IMPERVIOUS AREA
IMPERVIOUS DATA
IMPERVIOUS WITHIN LOTS (5,000 SF PER 50 LOTS)
24% MAXIMUM IMPERVIOUS AREA
TOTAL SITE IMPERVIOUS AREA
2,000 SF
65,510 SF
341,963 SF (7.85 AC)
317,510 SF
7.29 AC (22.29%)
TOTAL DEVELOPED ACREAGE = 32.71 acres
EXISTING ZONING = RA-20R
LAND USE CLASSIFICATION = COMPACT MIXED
USE & MEDIUM DENSITY RESIDENTIAL
PROPOSED NUMBER OF LOTS = 50
PROPOSED DENSITY = 1.53 du/a
MINIMUM REQUIRED LOT WIDTH = 100'
MINIMUM LOT SIZE REQUIRED = 20,000 sq.ft.
MINIMUM LOT SIZE PROVIDED = 22,000 sq.ft.
AVERAGE LOT SIZE PROVIDED = 24,658 sq.ft.
PROVIDED OPEN SPACE = 0.79 acres (2.4%)
TOTAL LENGTH OF ROADS = 3109 LF
SETBACKS: FRONT: 35'
REAR: 25'
SIDE: 10'
CORNER 20'
1.BOUNDARY INFORMATION TAKEN FROM HARNETT COUNTY GIS.
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.HARNETT COUNTY 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.DEDICATED OPEN SPACE AREAS AND DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.
15.HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF PARKING AREAS AND ALL LANDSCAPE
BUFFERING.
16.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS REQUIREMENT.
17.ALPINE DRIVE IS ON THE HARNETT COUNTY COMPREHENSIVE GROWTH PLAN 2015.
GENERAL NOTES
0
SCALE 1"=100'
200'100'
350 WAGONER DRIVE
NAD 83
1" PER FT.
SLOPE AS REQUIRED
SECTION A-A
50' R/W
25'
R
A50' R
15'
38'R
15'20'
37' R
C/L
A
37'
SLOPE
6'
3:1
CUL-DE-SAC DETAIL
5'2'
8" CABC
2" SF9.5A
TYPICAL STREET SECTION
6' DITCH
4:1 SLOP
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
1" = 100'
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
TEMPORARY HAMMERHEAD
TURNAROUND
PHASE LINE
ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276
W
WWWWWWWWWWWWWWWW454647484950
364437 303831393240334134423543
29
26
HILLWOOD DRIVE
ALDER ROADOPEN SPACE
34,491 SF
0.79 AC
111048765231
21192018 2322 24
25
27
28
9 171615141312
LANDFALL STREET6''W6''W6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WPROPOSED 8"
WATER LINE
FIRE HYDRANT
ASSEMBLY, TYP.
3/4" WATER SERVICE (TYP.)
(2) SERVICE
LINES INSIDE (1)
PVC SLEEVE (TYP.)
FIRE HYDRANT
ASSEMBLY, TYP.
6" X 4" REDUCER
(1) 4" GV
PROPOSED 4"
WATER LINE
4" X 2" REDUCER
(1) 2" GV
2" BLOWOFF
ASSEMBLY PROPOSED 2" WATER LINE
PROPOSED 6" WATERLINE
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.5' UTILITY EASEMENT
5' UTILITY EASEMENT
12" X 8" TEE
(1) 8" GV
CONNECTION TO EXISTING WATER LINE
PROPOSED 8"
WATER LINE PROPOSED 8"
WATER LINE
8" X 8" TEE
(3) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 6" REDUCER
(1) 6" GV
BLOWOFF ASSEMBLY
BLOWOFF ASSEMBLY
FIRE HYDRANT
ASSEMBLY, 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-165212/16/2020
SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079
331
B. BLACKMON
J. CHANDLERFOR
RE
VIE
W
ONL
Y
EXISTING WATER LINE
PROPOSED WATER LINE
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
LEGEND
W
W
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
UNSUITABLE SOILS
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
0
SCALE 1"=100'
200'100'NAD 83C3.0 UTILITY PLAN1" = 100'
ALPINE DRIVE SR 1141NORTHVIEW DRIVE SR 1276
454647484950
364437 303831393240334134423543
29
26
HILLWOOD DRIVE
ALDER ROADOPEN SPACE
34,491 SF
0.79 AC
111048765231
21192018 2322 24
25
27
28
9 171615141312
LANDFALL STREET6''W6''W6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WSTREET LIGHT (TYP.)
STREET 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-165212/16/2020
SUNSET RIDGE PHASE IIALPINE DRIVE, HARNETT COUNTY, NORTH CAROLINA47079
331
B. BLACKMON
J. CHANDLERFOR
RE
VIE
W
ONL
Y
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
0
SCALE 1"=100'
200'100'
NAD 83
LED STREET LIGHTS
(7,000 LUMENS LED 75 ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
LIGHTING LEGEND
C4.0 LIGHTING PLAN1" = 100'
UNSUITABLE SOILS
