Cotton Farms_revised Prelimmm
w
xv crwro 1
mH '
w u2rss m
s �
k F v
I
FIGURE t
CBU PLACEMENT fQR SHOULDER 39CTION RFSIDEHflAL LOCAL AND
COLLEgOA SUBDIVISION STREET5
1
o < 120' ~
PVMT. I a
r50
' 20' 1
5'
'PM.' PUBLIC
R W & UTILITY
TYPICAL
2-WAY HAMMERHEAD
WITH NO CURB AND GUTTER
NTS
NOTE:
ALL PAVEMENT RADIUS AT ALL INTERNAL STREET CONNECTIONS ARE 30'
ALL RIGHT-OF=WAY-RADIITS AT-ALLTNNTERNAL STREET CONNECTIONS ARE 25'
VAR
6'
8'
S'
PAVEMENT
SHOULDER
WIDTH
WIDTH
R4"/FT
15%
x
-2.08% +87 +16%
OR
1/FT 187
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
TO BE
/
AIL LANE
�E ROAD
/ BLOCKING
/
20'
PVMT.
I
7 '
O_
20'
PVMT.
50' PUBLIC
-
W & UTILI
ALTERNATIVE
TO
20' HAMMERHEAD
Mr L KIOSK ` _ t ,
TO BE -REMOVE `'(? /IZ
ECREATION LO
i' i I `
1 32SF34473
2 ,088 SF
25202 SF
_?5;131 SFell
yZ P Y`r 8 t �
29,56
,
NOTE:
1. THIS PROJECT IS BEING DESIGNED UNDER THE "COMPATIBILITY DESIGN
CONCEPT".
2. HOME OWNERS ASSOCIATION TO MAINTAIN ALL OPEN SPACE, DRAINAGE
EASEMENTS AND BUFFERS.
3. PROPOSES SIGN EASEMENTS TO BE MAINTAINED BY HOME OWNERS
ASSOCIATION AND BE LOCATED AT LEAST 10' FROM ANY ROW.
4. PROPOSED KIOSK EASEMENTS TO BE MAINTAINED BY HOME OWNERS
ASSOCIATION.
GENERAL SITE NOTES:
1.. SITE CURRENTLY IS FALLOW AND VACANT.
2. ALL CONSTRUCTION SHALL CONFORM TO HARNETT COUNTY DESIGN AND
CONSTRUCTION STANDARDS.
3. ALL NECESSARY APPROVALS; STATE AND LOCAL, SHALL BE OBTAINED PRIOR TO
THE COMMENCEMENT OF ANY CONSTRUCTION.
4. ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED PRIOR TO
THE COMMENCEMENT OF ANY CONSTRUCTION.
5. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION OF
THIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES (ACREAGE, FEE -IN -LIEU
OF ASSESSMENT, AND INSPECTION FEES) ARE DUE PRIOR TO FINAL
CONSTRUCTION DRAWING APPROVAL.
6. CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF ALL
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING
UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR CONTRACTOR
SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR.
8. CONTRACTOR SHALL VERIFYALL EXISTING SITE CONDITIONS PRIOR TO THE START
OF CONSTRUCTION NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION.
9. THIS PROPERTY LIES WITHIN A VOLUNTARY AGRICULTURAL DISTRICT
10. THIS PROPERTY LIES WITHIN WATERSHED IV.
L-1 DEER TAIL LANE 2,034 L.F.
L-2 COTTON FARM DRIVE 1,104 L.F
L-3 COTTON FIELDS LANE 1,842 L.F.
SITE DATA
SITE AREA : 45.9 A
NUMBER OF LOTS: 56
OPEN SPACE: 3.68 AC
LINEAR FEET OF STREET : 4,980 FT
AREA IN STREETS: 2.29 AC
AREA IN RIGHT OF WAY :3.26 AC
AREA IN LOTS: 36.67 AC
AVERAGE LOT SIZE:56,504 SF
MINIMUM LOT SIZE: 25,000 SF
PIN:0643-36-2905
D.B. 791 PG.619
ZONING: RA-30
TOWNSHIP: HECTORS CREEK
LAND USE CLASS: AGRICULTURAL &
RURAL RESIDENTIA
PRIVATE SEPTIC SY TEMS
SETBACK: ONT = 35'
iDE = 10,
REAR = 25'
CORNER = 20'
MIN. REQUIRED LOT SIZE: 25,000 SF
MIN. REQUIRED LOT FRONTAGE: 100'
MAX TOTAL IMPERVIOUS 23.83%
HARNETT COUNTY LIDO
6.4 FIRE PROTECTION
6.4.4 RESIDENTIAL SPRINKLERS
TO BE INSTALLED
TYPICAL SPRINKLER REQUIREMENT FOR
NFPA 13D IS 15 GPM AND THE
RESIDENTIA'_ SYSTEM PRESSURE (30 PSI)
EXCEEDS TIME REQUIRED SPRINKLER
PRESSURE.
i
i
- - LLJ
56PUBLIC, r2GnT OF WAY & UTILITY
d
8._ 20' PAVEMENT
CL
0' 10'
PER 2" SF9.5B
P� • PAR J __ P 4. ., MPS ( \DER RaPo o. RAWLS CHURCH ROAD. z
M 8" CADC / l �� G r� �/ { a6R ��8 p� R 1415 0
FILL CENTERLINE CUT J / i l l• ,-/� V� ��,: - ,. r ,i / ) ( 1� ' �,� P���O S
TO W/L. 4' MIN. �� A� �� j / �� % J r f 1 - � o aN w 'S�
RESIDENTIAL STREETS PROPOSED j �y fir\ �� V.
TYPICAL CROSS SECTION PVC WATERLINE -' -� , ; �� _ i p ) N R CZT
O
NTs ^ 401
�..,.. "� �� '1- \ - ,j IS } 1 f /. !`� -ti '"5 / I i --A yCs ti 2�. APTIST GROVE ROAD _
\_0SEAL:
SR 1427
.\,'} `•\1h. \���,. '.�.,_.l�`--_, '�' ... : -; r � 'i�� . -� .,-'` _..--�- ` �:�\� , - 1 I i' /� -'�1,1 , _ �_, --� i�> R TAIL ROAD
1 `t \ � � t. �a �� I i'. � '✓\ 1. ` - ` 1_ �"` .�,e''-.,' \>` i 1' ,' ^-....�.� _ of � � ! � y -.
S,p F SITE
//mod '� •1 \ ,1 j `'ry ti ,'u - 't 1 t 11' -t -s\- 44 �I,r ,/% �..�,� �-� , �' �F
l s 90
IEL VU CA NON
�Pf ✓ A & D DEUELOI;tRS, LLC. ;f ! / i nik.� -�r 1 i`y_ t - `` �''
_ r i.%' P1,AjjA1 i IDE 44 / ' ,%' ` r - .1_ mac: 3 �'r t �i ` -" //i` } P i 3 -,\,�- ''.--_-r \._� 1 KIPoNG ROA --- -
C 5
Ja, g / 5°"- / - _ �, \ \ \1, . 1, /r4� - - f 1 `03
� D.B. 17 PG. 1 �� t � �ti � � t � S' � -`�,- B
401
" j ^'r
J I j r ��`/ l _�� �I^-'--- j �.. l j g ✓,5 / i - /� S /' : `... N ,� t \� ---4 `�--�` /
t ��./�/ 1 I.
I .11 _ �1. 1. S v\ �l /
v'
'1 - -� v' _ �\ 1` -^ •/ '� �` \. _J L y �• - e J L - w.� 'U... 'I I '� 1 }1 + \ LEI
--- ---- --- - 50' PUBLIC R W AND UTILITY .,
44
T"
\.�4II _ \.._` 1 I I •_I. TE 1W/�LOCKIN
r 1 1 L „ 1 I �\ I 1 \ I:, -
43 '1 II\ � i N
SF '1'l i /l II. p IL l49"
a 1\ C II 2,.00 SF � 7
25,653 li i �.) i `ri 1 I al J 1 l\
'I P 4 •Y' 25,531 SF VR' �1 25 069 sf 25,073 SF ; Tt . i 1 -----
25,353S8 1 \ 1 1 -2
t Sy t 1 1 I
L49
---_"_--- _E-�
1 '------ -
.\ ___ }'r` j % i ` � �•7�' 1 I; J 100 i / - '7T1 `" / %' /5 oilfSF
45 >: -- N
25,184S ;-0 r � � ,9 q,
. r_-__ i I /� �' I
973 SF',
LO
i-_"-' 25107
f
� 26 / 6 / +5 �
�- 3 5 � /r '1659 I 0 (
_,� U -6 W��BIACKfNG `L , C T F
-----� ��'�.�._\7- -" g� �Ii ��< q �/ �,- t'.r3-' = •.ram"�f-�� r�1-� � Y' /
�.--
.-�__
/i2C JOHNS
�,-r PLAT cnga<sLfieESTe G``vA
A
52y 1F
i
i r�
E 9TIING30'INGR`aSS
ECrRE830 PG 936
SS & UTILITYrEA$EMENT
B i
IJI/
( y F
-f�
.....
f
s�LE ALtbN
/
F1�-7Q /ice m i.
I j /
i
J`
SF
i
LEGEND
HO WATER BLOW OFF ASSEMBLY (TYP.) OWNER/APPLICANT:
H WATER VALVE (TYP.) BDP HOLDINGS LLC 1.
2853-AJONES FRANKLIN RD.
PROPOSED STREET LIGHTING APPROX. RALEIGH, NC 27606-0000
300' SPACING
t
1 , UNSUITABLE SEPTIC SOIL
L____� NOTE: -.
DURING CONSTRUCTION ACCESS TO THE EXISTING RESIDENCES OFF OF DEER TAIL LANE
WETLAND (TYP) MUST REMAIN OPEN.
\ PROPOSED STORM WATER POND
NOTE:
A CONDITION WILL B
STORMWATER CONTROL AND MANAGEMENT
IMPERVIOUS CALCULATIONS
- TOTAL ACREAGE IN SUBDIVISION = 45.90 ACRES
- IMPERVIOUS IN LOTS= 377,000 SF
- IMPERVIOUS IN STREET = 99,752 SF
- 377,000 SF + 99,752 SF = 476,752 SF, 10.94 AC.
( DIVIDED BY 58 LOTS ) 377,000 / 58 = 6,500 SF
6,500 SF IMPERVIOUS ALLOWED FOR EACH LOT
PERCENT IMPERVIOUS = 10.94 / 45.90 = 23.83%
E PLACED ON THE PLAT S"ID THE DEEDS THAT ANY RESIDENCE
BUILT ON ANY LOT WITHIN THIS TRACT MUS 1AVE RESIDENTIAL SPRINKLERS
INSTALLED. -
NOTE:
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 41TER AND WASTE WATER DEMANDS
PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/ OR FINAL PLAT APPROVAL. I
f
b
-_7 7
SF
11
VICINITY MAP (no scale)
0 50 100 200. '` 0)
Feet _� 4
1:1200
� Q N a�
% & O
D o L
LQ
CXD
E t � �
w �' '�
\� Z k 0
�y z
/ zo
Y I z
Z
I
to
\ U
\ I w oz
7 Z �� m
5 �zoz zQ <aa
w3 UZ
46
CL
I"
Q W
f U
o CQ
2 �2
Ilk F-
I F
O \ Q
PIV R. J H�O T
.6 ILI F PPAA ?N - (�y
Lu
I /I LL LL Of Z
Ld
LLJ
1'
r ; ;o\iI I ! I J
I �ly1 I jrl�
1" ct
CL
DRAWING
SHEET
P