HomeMy WebLinkAboutRevised Map 2-8-21ROSSER PITTMAN ROAD SR 1215MCDOUGAL
D
R
O
A
D
S
R
1
2
2
9
MCFAR
L
A
N
D
R
O
A
D
S
R
1
2
2
6
SITE
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-165202/05/2021
BELLA BROOKE PLACEROSSER PITTMAN ROAD, HARNETT COUNTY, NORTH CAROLINA46087
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
N/A
C0.0 COVER SHEETVICINITY MAP
RESIDENTIAL
9589-54-4095
PROPOSED USE:
ZONING:
PIN:
RA-20R
BELLA BROOKE PLACEPROJECT:
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
ML CONSULTING OF SANFORD, LLC
TOTAL DEVELOPED TRACT AREA:15.87 ACRES
PO BOX 487
PROPERTY LOCATION:
DEVELOPER:
SANFORD, NC 27332
TOWNSHIP:BARBECUE
PHONE: 919-774-5464
EMAIL: MLCONSULTING09@YAHOO.COM NAD83MARK LYCZKOWSKI
BELLA BROOKE PLACE
PRELIMINARY SUBDIVISION PLAN
HARNETT COUNTY, NORTH CAROLINA
9589-54-4059
TERESA AND ARCHIE LEE RIDENHOUR JR.
660 MOUNT PLEASANT ROAD N.
MT PLEASANT, NC 28124
OWNERS OF RECORD
ROSSER PITTMAN ROAD
HARNETT COUNTY, NORTH CAROLINA
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 MEET FUTURE WATER AND WASTEWATER
DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL
PLAT APPROVAL.
LAND USE CLASSIFICATION:AGRICULTURAL AND RURAL RESIDENTIAL
Sheet List Table
Sheet
Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 PRELIMINARY SITE PLAN
C3.0 PRELIMINARY UTILITY & STORMWATER MANAGEMENT PLAN
C4.0 PRELIMINARY GRADING & DRAINAGE PLAN
C5.0 PRELIMINARY LIGHTING PLAN
C6.0 PRELIMINARY LANDSCAPE PLAN
6''W
6''W
6''W
6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W2''W
2''W
3
3
0330
34
0
3
4
0
350350350
360
360360360360360EXISTING POND
HOWARD MAC LANE
DIRT DRIVEWAY
EXISTING 6" PVC WATER LINE
EXISTING BUILDINGS
TO BE REMOVED
WELL
POWER POLES
TO BE REMOVED
POWER POLES
PP
PPPP
PP
ROSSER PITTMAN ROADSR # 121560' PUBLIC R/WOHP OHP
OHPOHPOHPOHPOHPOHPN/F
9589-54-4095
MOSS TERESA RIDENHOUR &
RIDENHOUR ARCHIE LEE JR
DB 2327 PG 0145 S18°30'45"W195.08'R=1219.12'L=2108.35'S4°00'23"E294.49'S89°41'15"W
429.72'N1°21'49"E840.93'S88°21'20"E
478.88'N4°00'23"W147.24'N4°00'23"W147.24'R=1159.12'L=2900.72'N18°30'45"E105.09'N18°30'45"E105.09'S88°19'29"E
593.76'S0°49'34"W111.69'N88°58'16"W
281.23'S1°07'50"W710.11'N88°12'25"W
367.84'
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-165202/05/2021
BELLA BROOKE PLACEROSSER PITTMAN ROAD, HARNETT COUNTY, NORTH CAROLINA46087
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
1" = 80'
C1.0 EXISTING CONDITIONS0
SCALE 1"=80'
160'80'
NOTES:
1.BOUNDARY TAKEN FROM SURVEY BY LARRY K. ALLEN LAND SURVEYING PLLC.,
DATED NOVEMBER 20, 2020.
2.TOPOGRAPHIC INFORMATION TAKEN FROM HARNETT COUNTY GIS.
3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP
NUMBERS 3710958800J WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.
4.PRELIMINARY SOIL INFORMATION TAKEN FROM SANLEE ENVIRONMENTAL LLC.,
DATED NOVEMBER 1, 2020.
PROPERTY LINE
OVERHEAD POWER
POWER POLES
LEGEND
NAD 83OHP
SUITABLE SOILS
EXISTING WATERLINEW
111'104'39'62'70'246'195'30'130'90'131'164'38'392'52'172'139'252'108'112'160'240'238'158'
26'
200'85'85'73'135'40'118'
42
'
192'
24
7
'
189'
18'
264'34'91'117'4
0
'
158'
190'
37'211'232'298'122'281'112'241'
191'
162'210'5'211'13'81'226'199'
195
'15
'131
'
7
'
7
4
'
37'
43'309'93'
80'
5
6
'
24
'
1
29
'89'12'
190'
37'
244'
102'279'379'43'35'
4
26,131 SF
0.60 AC
2
25,484 SF
0.59 AC
9
24,494 SF
0.56 AC
3
26,361 SF
0.61 AC
5
25,685 SF
0.59 AC
6
31,085 SF
0.71 AC
7
28,913 SF
0.66 AC
8
31,175 SF
0.72 AC
10
23,814 SF
0.55 AC
11
26,074 SF
0.60 AC
18
38,133 SF
0.88 AC
19
36,687 SF
0.84 AC
15
23,665 SF
0.54 AC
16
28,737 SF
0.66 AC
17
33,825 SF
0.78 AC
13
39,355 SF
0.90 AC
14
56,667 SF
1.30 AC
12
35,052 SF
0.80 AC
1
29,103 SF
0.67 AC
OPEN SPACE
24,232 SF
0.56 AC
99'
HOWARD MAC LANE
50' PUBLIC R/W & PUBLIC UTILITY
NOAH ANN DRIVE50' PUBLIC R/W & PUBLIC UTILITYKASON DR
IVE50' PUBL
IC
R
/W
&
PUBL
IC
UT
IL
ITY
125'ROSSER PITTMAN ROADSR # 121560' PUBLIC R/WEXISTING
PONG
R30'
R32.5'
30' STREETSCAPE BUFFER
30' STREETSCAPE BUFFER
MAIL KIOSK
5' UTILITY EASEMENT
5' UTILITY EASEMENT
SITE BOUNDARY
30' STREETSCAPE BUFFER
SIGN EASEMENT
20' STORM
DRAINAGE
EASEMENT
20' STORM
DRAINAGE
EASEMENT
20' STORM
DRAINAGE
EASEMENT
20' STORM
DRAINAGE
EASEMENT
20' STORM
DRAINAGE
EASEMENT
TEMPORARY
TURNAROUND
& EASEMENT
TEMPORARY
TURNAROUND
& EASEMENT
NCDOT SIGHT DISTANCE
TRIANGLE 10' X 70' (TYP.)
SIGN EASEMENT
SIGN
EASEMENT
SIGN
EASEMENT
TEMPORARY
TURNAROUND
& 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-165202/05/2021
BELLA BROOKE PLACEROSSER PITTMAN ROAD, HARNETT COUNTY, NORTH CAROLINA46087
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
1" = 50'
C2.0 PRELIMINARY SITE PLANSCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
PROPOSED BUILDING SETBACK LINE
NAD 83DEVELOPER:
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PHONE: 919-866-4507
SITE DATA
PIN #s = 9589-54-4095.000
DB = 2327, PG = 0145
OWNER OF RECORD:
FIRM MAP# = 3710958800J
85,500 SF
MAIL KIOSK IMPERVIOUS AREA
ROADWAY IMPERVIOUS AREA
IMPERVIOUS DATA
IMPERVIOUS WITHIN LOTS (4,500 SF PER 19 LOTS)
24% MAXIMUM IMPERVIOUS AREA
TOTAL SITE IMPERVIOUS AREA
500 SF
76,666 SF
165,943 SF (3.81 AC)
162,666 SF
3.73 AC (23.5%)
TOTAL EXISTING TRACT = 15.87 acres
TOTAL DEVELOPED ACREAGE = 15.87 acres
EXISTING ZONING = RA-20R
LAND USE CLASSIFICATION = AGRICULTURAL
AND RURAL RESIDENTIAL
PROPOSED NUMBER OF LOTS = 19
PROPOSED DENSITY = 1.19 du/a
MINIMUM REQUIRED LOT WIDTH = 80'
MINIMUM LOT SIZE REQUIRED = 20,000 sq.ft.
MINIMUM LOT SIZE PROVIDED = 23,665 sq.ft.
AVERAGE LOT SIZE PROVIDED = 31,076 sq.ft.
TOTAL LENGTH OF ROADS = 1,609 LF
SETBACKS: FRONT: 35'
REAR: 25'
SIDE: 10'
CORNER 20'
1.BOUNDARY INFORMATION TAKEN FROM SURVEY BY LARRY K. ALLEN LAND SURVEYING PLLC., DATED NOVEMBER 20, 2020.
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 THE MAIL KIOSK, ASSOCIATED PARKING AREA AND ALL
LANDSCAPE BUFFERING.
16.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS REQUIREMENT.
17.EXISTING HOMES SHALL BE REMOVED PRIOR TO FINAL APPROVAL.
GENERAL NOTES
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
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
ML CONSULTING OF SANFORD, LLC
PO BOX 487
SANFORD, NC 27332
PHONE: 919-774-5464
EMAIL: MLCONSULTING09@YAHOO.COM
MARK LYCZKOWSKI
TERESA AND ARCHIE LEE RIDENHOUR JR.
660 MOUNT PLEASANT ROAD N.
MT PLEASANT, NC 28124
20'
R28'
3" S9.5B SUPERPAVE, 4" I19.0B
10" ABC OR 5" B25.0B IN AREAS 6' WIDE OR LESS
PAVEMENT OVERLAY REQUIRED THROUGHOUT AREAS OF ROAD
WIDENING. OVERLAY TO BE 1.5" S9.5B.
PROPOSED GRADE OF WIDENING WILL MATCH EXISTING WHICH IS
APPOXIMATELY 2%.
R28'
TEMPORARY TURNAROUND DETAIL
NOT TO SCALE
70'
70'
ROSSER PITTMAN ROADSR # 121560' PUBLIC R/WEXISTING
PONG
OPEN SPACE
24,232 SF
0.56 AC
HOWARD MAC LANE
50' PUBLIC R/W & PUBLIC UTILITY
NOAH ANN DRIVE50' PUBLIC R/W & PUBLIC UTILITYKASON DR
IVE50' PUBL
IC
R
/W
&
PUBL
IC
UT
IL
ITY
12142
9
3
5
6
7
8
10
11
18
15
16
17
13
14
19
30' STREETSCAPE BUFFER
3403503603503
6
0
3
4
0
3503606''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W
8''
W
6''W
8''W 8''W 8''W8''W8''W8''W8''W
PERMANENT
BLOWOFF ASSEMBLY
8" X 6" REDUCER
(1) 6" GV
8" X 8" TEE
(3) 8" GV
FIRE HYDRANT
ASSEMBLY (TYP.)
PERMANENT BLOWOFF ASSEMBLY
8" SDR-21 PVC
WATER MAIN
FIRE HYDRANT
ASSEMBLY (TYP.)
8" X 6" REDUCER
(1) 6" GV
PERMANENT BLOWOFF ASSEMBLY
8" SDR-21 PVC
WATER MAIN
6" SDR-21 PVC
WATER MAIN
8" SDR-21 PVC
WATER MAIN
EXISTING 6" PVC
WATERMAIN
RCP
RCP
5' UTILITY EASEMENT
5' UTILITY EASMENT
SUITABLE SOILS
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (TYP.)
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (TYP.)
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (TYP.)
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (TYP.)
RCP
6"x8" TAPPING
SLEEVE AND
VALVE
APPROXIMATE
LOCATION OF
10'30' BORING
PIT
APPROXIMATE
LOCATION OF
10'X10'
RECEIVING PIT
6"x8" TAPPING
SLEEVE AND
VALVE
30' STREETSCAPE BUFFER
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (TYP.)
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (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-165202/05/2021
BELLA BROOKE PLACEROSSER PITTMAN ROAD, HARNETT COUNTY, NORTH CAROLINA46087
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
1" = 50'
C3.0 PRELIMINARY UTILITY & STORMWATER MANAGEMENT PLANSCALE 1"=50'
100'50'0
NAD 83LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
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 AND SEWER 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 DRAINAGE IS SHOWN PRELIMINARILY AND SIZE, LOCATION, AND MATERIAL IS
SUBJECT TO CHANGE AT THE TIME OF CONSTRUCTION DRAWINGS.
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
12142
9
3
5
6
7
8
10
11
18
15
16
17
13
14
19
6''W
8''
W
6''W
8''W 8''W 8''W8''W8''W8''W8''W
HOWARD MAC LANE
NOAH ANN DRIVEKASON DR
IVE
ROSSER PITTMAN ROAD359358347
3
6
0
361
358
359
360
362
364
365
367
366 35735535235235535734434334534634
4359357355
358
357
353
357 354354356356353354354 352350348
34834934
9
EXISTING
PONG
30" RCP24" RCP
24" RCP
15" RCP
CULVERT 1
DISSIPATOR PAD
CULVERT 2
DISSIPATOR PAD
CULVERT 3
DISSIPATOR PAD
CULVERT 4
DISSIPATOR PAD
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-165202/05/2021
BELLA BROOKE PLACEROSSER PITTMAN ROAD, HARNETT COUNTY, NORTH CAROLINA46087
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
C4.0 PRELIMINARY GRADING & DRAINAGE PLANSCALE 1"=50'
100'50'0 NAD 83LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
DRAINAGE EASEMENT
PROPOSED CONTOUR
EXISTING CONTOUR
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL HARNETT COUNTY AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
GRADING AND DRAINAGE NOTES
1.ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A
VIOLATION AND IS SUBJECT TO A FINE.
2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
AND IS SUBJECT TO A FINE.
3.ALL FINAL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR.
4.SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED.
5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNER(S).
6.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER,
TRASH, JUNK AND OTHER ACCUMULATIONS.
7.TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED
IN A BENCHED PATTERN.
8.ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS.
9.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS
NOT PREVIOUSLY APPROVED.
10.PIPE LENGTHS AND INVERTS SHOWN DO NOT INCLUDE FLARED END SECTIONS.
1" = 50'
ROSSER PITTMAN ROADSR # 121560' PUBLIC R/WEXISTING
PONG
OPEN SPACE
24,232 SF
0.56 AC
HOWARD MAC LANE
50' PUBLIC R/W & PUBLIC UTILITY
NOAH ANN DRIVE50' PUBLIC R/W & PUBLIC UTILITYKASON DR
IVE50' PUBL
IC
R
/W
&
PUBL
IC
UT
IL
ITY
12142
9
3
5
6
7
8
10
11
18
15
16
17
13
14
19
6''W
8''
W
6''W
8''W 8''W 8''W8''W8''W8''W8''W
STREETLIGHT (TYP.)
STREETLIGHT (TYP.)
STREETLIGHT (TYP.)
STREETLIGHT (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-165202/05/2021
BELLA BROOKE PLACEROSSER PITTMAN ROAD, HARNETT COUNTY, NORTH CAROLINA46087
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
1" = 50'
C5.0 PRELIMINARY LIGHTING PLANSCALE 1"=50'
100'50'0
NAD 83LEGEND
PROPERTY LINE
EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
LED STREET LIGHTS
(7,000 LUMENS LED 75 ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
LIGHTING LEGEND
ROSSER PITTMAN ROADSR # 121560' PUBLIC R/WEXISTING
PONG
OPEN SPACE
24,232 SF
0.56 AC
HOWARD MAC LANE
50' PUBLIC R/W & PUBLIC UTILITY
NOAH ANN DRIVE50' PUBLIC R/W & PUBLIC UTILITYKASON DR
IVE50' PUBL
IC
R
/W
&
PUBL
IC
UT
IL
ITY
12142
9
3
5
6
7
8
10
11
18
15
16
17
13
14
19
30' STREETSCAPE BUFFER
30' STREETSCAPE BUFFER
5' UTILITY EASEMENT
5' UTILITY EASEMENT
MAIL KIOSK
SIGN EASEMENT
SIGN EASEMENT
SIGN EASEMENT
SIGN
EASEMENT
30' STREETSCAPE BUFFER
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-165202/05/2021
BELLA BROOKE PLACEROSSER PITTMAN ROAD, HARNETT COUNTY, NORTH CAROLINA46087
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
PROPERTY LINE
Cont24" Ht.Otto LaurelPrunus laurocerasus 'Otto Luyken'
QUAN.
1010
SIZE
Cont24" Ht.
ROOTKEY
PLANT LIST (100' SECTION)
AGOL
BOTANICAL NAME
Abelia grandiflora x 'Rose Creek'
COMMON NAME
Rose Creek Abelia
QP 6' Ht.B&B or Cont 3Willow OakQuercus phellos
5-AG
5-OL
5-AG
5-OL
3-QP
(MIN. 30' O.C.)
AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING. OTHERWISE, DO
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT.
IF STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT
END OF FIRST GROWING SEASON.
3" (5 CM) PINE STRAW MULCH. DO NOT
PLACE MULCH IN CONTACT WITH TRUNK.
4" (10 CM) RAISED RING OF SOIL TO
DIRECT WATER INTO ROOT BALL.
ESPECIALLY IMPORTANT IF TOP OF ROOT
BALL IS RAISED ABOVE GRADE.
BEFORE PLANTING, ADD 3-4" (7-10 CM) OF
WELL-COMPOSTED LEAVES, RECYCLED
YARD WASTE OR OTHER COMPOST AND TILL
INTO TOP 6" (15 CM) OF PREPARED SOIL. ADD
COMPOST AT 20-35% BY VOLUME TO
BACKFILL.
EXTEND STAKES INTO UNDISTURBED SOIL.
4-6" (10-15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE.
PACK BACKFILL SOIL AROUND BASE OF ROOT
BALL TO STABILIZE. ALLOW REST OF BACKFILL
TO SETTLE NATURALLY OR TAMP LIGHTLY.
IF PLANTING HOLES ARE DUG WITH
A LARGER AUGER, BREAKING DOWN
THE SIDE WITH A SHOVEL CAN
ELIMINATE GLAZING AND CREATE
THE PREFERRED SLOPING SIDE.
SET BALL ON UNDISTURBED SOIL
MOUND TO PREVENT SETTLING.
CUT BURLAP, ROPE, WIRE BASKET
AWAY FROM TOP AND SIDES OF
ROOT BALL.
DIG WIDE PLANTING HOLE WITH
TAPERED SIDES.
WIDTH OF PLANTING HOLE IS 3
TIMES ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY
SOIL, 2 TIMES MINIMUM IN ALL
OTHERS.
TRUNK FLARE AND TOP OF ROOT
BALL SHOULD BE AT GRADE IN
WELL DRAINED SOIL, UP TO 4
INCHES (10 CM) ABOVE GRADE IN
POORLY DRAINED SOILS.
DO NOT WRAP TRUNK.
MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH
IN THE FIELD.
TYPICAL TREE PLANTING
NO SCALE
WIDTH OF THE TOP OF THE
HOLE TO BE 3 TIMES THE ROOT
BALL WIDTH IN CLAY SOILS
1.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW.
2.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF
ACCEPTANCE.
3.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN OPEN SPACE PARCELS.
4.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS
ASSOCIATION COVENANTS.
5.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS
WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS.
6.THERE SHALL BE 30' MAXIMUM SPACING BETWEEN TREES WITHIN 30' STREETSCAPE
BUFFER.
NOTES
NAD 83SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
STREETSCAPE EASEMENT
1" = 50'
C6.0 PRELIMINARY LANDSCAPE PLAN