HomeMy WebLinkAbout2024-06-12 BRICKYARD SK-02POND
TOP BANK
SS
x
S
S
x
S
S
x
S
S
xSSxSSxSSxSSxSSxSSxSSxSSx FULL OF DIRT
BOARD WALK
OLD WELL
OLD WELL
WELL HOUSE
C/O
PP
C/O C/O
W/M'S
LAMP POST
18" HDPE
AL
12" HDPE
LAMP POST
PP
48" PINE
48" SYCAMORE
C/O
BLOWOFF
W/V W/V
PP
CATV
PPFH
W/V
HOTBOX
Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxAPPROXIMATE LOCATION OF WATERLINE
INV-205.05'
INV-205.97'
EIS
EIS
EIS
EIS
W/M
SAT. DISHC/O'S
W/M'S
AL W/M
POND
TOP BANK
EIS
INV-210.14'
INV-208.39'
18" HDPE
INV-205.13
NAIL @ BENT EIP
N 33°24'17"E 242.43'S 56
°
4
1
'
4
0
"
E
1
2
1
.
2
6
'S 03°12'29"W 90.15'S 09°11'56"W 99.95'N 80°44'13"W 180.25'N 80°44'13"W 179.68'S 03°59'53"E 120.01
'
S 56
°
3
5
'
1
5
"
E
1
7
7
.
9
1
'
77.6
4
'
43.6
2
'
GRAVEL DRIVE
GRAVEL DRIVE
FULL OF DIRT
RCP
BRICKYARD LANE
(40' PUBLIC R/W)206207208209209
211
212
213
214
207 208 209
207207
208
209
209
JAKS DEVELOPMENT GROUP
LLC D.B.3990, PG.390
M.B.2009, PG.334
ELOISE G. SHEPPARD C/O
RANDY GREGORY D.B.965,
PG.606 M.B.2022, PG.230
CAMPBELL UNIVERSITY
FOUNDATION INC D.B.2317,
PG.343
TOP= 212.63'
IN= 207.77'
OUT= 207.46'
TOP= 215.73'
IN= 206.78'
OUT= 206.78'
FOOT
BRIDGE
FOOT
BRIDGE
BRICKYARD LANE TOWNHOMES
E N G I N E E R I N G
Curry
HARNETT COUNTY, NORTH CAROLINA
DISCLAIMER: ALL CONTENT AS SHOWN HEREIN SHALL BE CONSIDERED PRELIMINARY AND FOR
GENERAL PLANNING PURPOSES ONLY. PROPOSED SITE LAYOUTS SHOULD NOT BE CONSIDERED
FINAL AND APPROVED UNTIL THE AUTHORITY WITH JURISDICTION HAS FULLY REVIEWED AND
APPROVED THE LAYOUT. CURRY ENGINEERING GROUP, PLLC, ACCEPTS NO RESPONSIBILITY OR
LIABILITY FOR DAMAGES OR LOSSES ENCUMBERED BY THE USE OF THIS DRAWING WHICH MAY
ARISE FROM RELIANCE ON THE CONTENT SHOWN.
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
PRELIMINARY YIELD SKETCH - VERSION 2 (6/12/2024)
PLANNING JURISDICTION HARNETT COUNTY
ZONING RA-30
TYPE OF DEVELOPMENT TOWNHOMES
PROPOSED UNITS 9 UNITS
PROPOSED DENSITY 7.5 UNITS/AC
REZONING REQUIRED (Y/N)N
SITE AREA 0.58 AC & 0.62 AC
WATER SUPPLY HARNETT REGIONAL
WASTEWATER TREATMENT HARNETT REGIONAL
SITE DATA INFORMATION
PINS 0670-95-3715 & 0670-95-1871
205 S. Fuquay Avenue
Fuquay-Varina, NC 27526
(919) 552-0849
(919) 552-2043CURRY E NGINE
E
RSNOR
TH CA R O L INAEST.1 0
NC LIC. NO. P-0799
T
F
TIE TO EDGE
OF PAVEMENT
PARKING REQUIRED (4 PARKS/UNIT):36 PARKS
PARKING PROVIDED:36 PARKS
14 P
A
R
K
S
@
9
'
21 P
A
R
K
S
@
9
'
1 H/
C
P
A
R
K
@
9
'
TIE TO EDGE
OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
18.5'
18.5'
18.5'
18.5'
18.5'
18.5'
18.5'
18.5'
47'
47'
15' BUILDING
SEPARATION
10' SIDE
SETBACK
25' REAR
SETBACK
10' SIDE
SETBACK
35' FRONT
SETBACK 30' STREET
YARD
5'
5'
18.5'