HomeMy WebLinkAboutZ-8977-A Map 2Part of the SZ, SW4 , SW4 , Section 16, T-1-N, R-13-W, Pulaski County, 1. Construction materials will be frame and brick. p�� oral
Arkansas, lying West of the centerline of Bowman Road, being more ' I 2. Brick/stone and rod iron fence is proposed along the front of the property. Wood fence is proposed along the sides of Lake o
particularly described as follows: Beginning at the SW corner of said S2, SW4 the property. Wood fence is proposed along the back of the property. Alpine ---
SW4. thence N 00°20'38"W, along the West line of said S2, SW4 , SW4, 652.0 3. All apartment structures will be three story with maximum height of 48' and have 24 units per builiding. Poeio o _ 8roxn _
feet; thence S88° 18'02"E. 1106.9 feet to the centerline of Bowman Road; 4. This development will allow home occupations as defined in section 36-253(b)(6). I _
thence along the centerline of Bowman Road, the foltowing bearings and c 5. Retaining walls are planned for this site along the back corners and sides as noted in the site plan. Nixon z * g ° FOX CREEK FARMS
distances; S 08°10'31"E. 395.55 feet, S19°55'28" E. 152.12 feet, S26°25'11"E, W 6. Trees will be replanted as needed �� ° 4 ZONED SINGLE FAMILY
155.43 feet to a point on the South line, of said S2, SW4 , SW4; thence leaving k 8. Sewer system will be city sanitary sewer service. 2 0
said centerline and along the said South line, N87°33'30"W, 234.54 feet; W 9. Garbage collection will be dumpster pickup. EXIST. EDGE OF PAVEMENT
thence N43°20'10"W 189.79 feet; thence S86°10'03"W 85.58 feet; thence Q� 10. All lighting will be low level and directional, directed downward and into the site. creek
S75030'41"W, 291.05 feet; thence N87°32'14"W, 251.87 feet; thence k = 11. Fire hydrant(s) will be placed on the property at owners expense. PROJI�CT -- CFI-
NO2°26'51"E, 111.05 feet; thence S87°27'33"E. 40.0 feet; thence NO2°28'10"E, O 12. Paving areas are estimate only. _
100.37 feet; thence N87°35'49"W, 100.0 feet; thence S2°22'46"W, 111.04 feet; 13. Covered parking will be a closed, garage type structure. H J ti� EXiST.DRIVE
thence N87°32'10"W, 95.71 feet; thence S80°20'31"W, 183.17 feet to the point 14. Waste removal areas shall be screened NOT TO EXCFIED 8 FEET and located away from public outdoor spaces and
of beginning, containing 16.02 acres, more or less. SUBJECT to the right of pedestrian areas. Hours of operation 6am to 7pm. I°
EXIST 6" HYDRANT
: way of Bowman Road along the East property line thereof TREES TO BE REPLANTED IN LAN --1 @ 'CHARLES D & JAN R SULLIVAN � (FROM PAGIS)
" PIPE BUFFER WOOD FENCE 3" CALIPER EVERGREEN ZONED SINGLE FAMILY
3/4
30' o.c. �7'+/- STAGGER VICINITY MAP 45'ROW
� 0 S88°18'02"E 39 (DEDICATED)
6' WOOD FENC
w Q
LL
m TOP WALL 39'LAND USE BUFFER I 1 '/ 39.0' x
W .-- ------------- _ 370'
--------
_ - . I %S I
❑; , - -- --/ 39' LAND USE BUFFER------ --- ---- ---- ---
---------_-50
---------------------------------------------
J I \ \ ,EDEST
to \ MEDIUM UNIT 1 SATE
N�� 62' X 178'' '' LARGE UNIT
, / / / ESTRIA
150� 24 APTS /0�1 1 62' X 201.82' GATGATE
24 APTS MAIL IF )DE R
x/ / , l KIOSK
SEGMENTED BLOCK
RETAINING WALL
® ....... ....- . '' L
6' WOOD FENCE - ; , -% ; rli FIRE ACCESS x
Q
------ ' / 26' DRIVE OP_ RII/ 0 DRAIN ATE KIOSK
' ; ' r, —
SO.O r , T --- -- -- �A ` SCREENED DUMPSTER
' . , g BRICK IRO
AND RECYCLING AREA WALL
SEGMENTED flQ
BLOCK 26' DRIV 10.0,
RETAINING WALL �$� , .�.` Q
/1A(13RNi ESTRIA
;Kp ,`
XG,A�iiiii' `\: €3O "ARBOR" G A E O
HENRY G AND DONNA A �; ' i; ' z z z i z i z z z z XKESSLER 'z 'z 'z 'Z.
'i'' t
OFFIC
ZONED SINGLE FAMILY a,�12.0IAII E0///DETENTION BASIN /'
O
f, ® Z
1 Cl)
LL F—
12' NATURAL a POOL \
%�• ; // 0 ti 0 J d ° EDESTRIAN
AREA DRAINAGE f3 f3 / 1
.............
.............................
...;::t:;::::: {,1 / / � . � W GATE
..........
PER CORP OF ,::::.._............. / / ✓ , -
x �•• Q Q
ENGINNERS
;, I / /�/1 � i` 4 Q N N i
' /yy F N , RICK OVERE S l41
W CO CN I 1 ; '; IRON ppV1UON
SEGMENTED —
BLOCK
RETAINING WALL t 1 Q `` \ ` "
0.0' _ Q g €1 \'\\ RAIN .
SURFACE DETENTION D CV N i 43\`;•1 `, IVEs TO
LLJ z co p IP € SDOPE DR QQ
l r
--
1; PUM
Flood Statement: -'---W ------------------------ 26'DRIV
` HOUSE
According to the FEMA
Flood Insurance Rate Map
(FIRM) community panel
no.: 0501810083 dated,
OCT. 19, 2001, the above
described property is
located in ZONE X and
DOES NOT lie partly
within the 100 year flood
plain.
SEGMENTED
BLOCK
RETAINING WALL
x
LU
o
o Q N Cal 0 Q N
z J ,
J; J
i
LO
o
00 o � ; FI Px 1 P i FIP
0 04 n , 1
.c'
O cc nl /
FIP:
DOU o f
N N
AREA m
,1
N
O
"Z
ik
�c)
ZE
m
-110
6 SIDE---
WALK
DEVELOPER
F. B. W. LLC
26 COLLINS INDUSTRIAL PLACE
NLR LITTLE ROCK, ARKANSAS 72113
300' TAPER AREA
FOR CENTER TURN LANE
BASIN
FUTURE ROAD
INTERSECTION (APPROX)
IE )G
_S87°41'00"
25.55'
NAIL
EASTING
1189356.2001
1
NORTHING
139656.3633
1, ,1
I,ROPOSED 1 VCENTER
TURN LANE
111'111';
11
COLONEL GLEN BOWMAN
1
ROAD DEV. 1
11
I
it
ZONED C-2
1
---FUTURE
BACK OF CURB
I —FUTURE
EDGE
j '
OF90'ROW
1
, 1 1
1 � 1
1 ,
T i 1
V� 1
O I '1, 11
UTURE S SIDEWALK
C 1 1
1 ' 'MAIN
II,
ENTRANCE
z
ROPOSED SIGN
LOCATION
6' HIGH X 12' WIDE
BCP- COLONEL GLEN LLC
'
ZONED PCD
11
11 I I
'
1{
S08010'31"E
'1
403.72'
J0 ,Ifg'1 P7• E
ti,d' ARKAk SAS =�
REGISTERED
PROFESSIONAL
ENGINEER
No.6907
UQ
J Y
—j Q
U
S Y
w
ILL
-D
U
L
O
*
m
-t
O
T
O
N
II
o
U
LIJ
r
z
O
Z
�
g
a
U
o
U
U
a�
C)
C
C
W
LIJ
W
D_
11
-PROPOSED11'CENTER
w
.,
TURN LANE
Q
p
m
o
Z
BRICK AND
g
m
ROD IRON FENCE
U
O
5' ROW
wOf
o
O
Q
'` \ (DEDICATED)
Q-
C-)
Q
MEDIUM UNIT
'o
G \ _ `;.
;..'`, `.................................. .
62' X 178'
N
�j
\ BCP- COLONEL GLEN LLC
24 APTS
``, `\,\ZONED PCD
W
ONNECT TO
` \
sTucrl DROP
:,;,
� EXIST 12" DIP
QE
*
N O
WATERLINE
O
ROPOSE ® €3 0 I 1 pU BUFF °10'03"W FIP F ENTRANCE ONLY Q J
1 I FIP SBG TOP WALL` ?' Z \\ \`\
SEWER 1 1fl �O �� Z \ `` \\ 0-
_> \ \
I:
g, t � O Q
TOP WALL RELOCATION --- TOP wac ,� _.i IOROP";, U1 ` ``\` 9°55'28"E
_ _-". 355' __ ________ter ' _ -'Z� ~�, �N[ �. SEG ENTED s'�y ;\ 0, ... � \ \ S1 Z
- _
------------ t
DROP 4DRfP ._-_
9' L0%N9 USE BUFFER / S75°3
_ __ M
iN[Fr 95- ---- \ FENCE RETAINING WALL — E
' �--6' WOOD BLOCK C2�
O4 ti
O� v
251.87'-- --
f
182.94 N87° 2'10'. N8 11 --- — FO.� <•. ; , soi,waL z N��� �- 140.84' 11 Q m
1,
019`32°W N87°32'14"W , SCREENED DUMPSTER Oj €3 ' ; 360.0\\ 2� Q \ \ Z
gg0 cA FIP AND RECYCLING AREA O•, \ i \ \\\\ a W
9 O, SCREENED DUMPSTER CO g`O LEGEND: Q
GG roa WALL yP FLANNhVG ` • \ \ O
37— MINDP TED N rHgE P r r HE CON9D I 0 >\
AND RECYCLING AREA 10' SEWER EASEMENT ' WOOD FENCE
FOUND IRON PIN 0
INSTRUMENT 93-42504 '�,..,--- ,
Approximately 0.28 acres of land as a portio SET IRON PIN DROP
of the land on the East Side of S Bowman YNLEr 8Y:
Road, in Section 21, Township 1N, Range 13, ROLLING HILL MOBILE CALCULATED POINT ® _-_--__--_ __
PART OF THE SW xxx.xx' DATA------- 70- 5. o '
Lot 1, Block 0 m Pulaski County, Arkansas HOME PARK BUILDING ELECTRICITY OVERHEAD -moo
1 �___ U C
2 S W 41 SINGING TREE WHEEL FIP °
UTILITY EASEMENT LAND USE BUFFER-----------------
SN87 33'30"W
W4, 16.02 ESTATES XXXX PROPOSED 1 V SOUTHBOLIND LAN / Q
ACRES MORE OR ZONED SINGLE FAMILY BOUNDARY LINE G
LESS CENTER LINE --------- TYPE OF BUILDING UNIT (EACH BUILDING HAS 24 APTS) NO. FIP
RIGHT—OF—WAY --- — — — — — _ SHT:
SMALL BUILDING UNIT 2 EASTING 1189531.6187
NOTE: FENCE LINE —max " MEDIUM BUILDING UNIT 4 NORTHING 138983.0286
` 1. Contact traffic department for streetlight approval. WATER LINE �' LARGE BUILDING UNIT 4 L 8 2J
EXIST. EDGE OF PAVEMENT
2. Damage to public or private property due to hauling PHASING LINE -------------••••---- TOTAL 10 UNITS (24 APTS PER UNIT) 240 TOTAL APARTMENTS '
operations or operation of construction related PARKING GARAGES TOTAL 20 BUILDINGS @ 4 CARS PER = 80 COVERED SPACES.(388 SPACES TOTAL) PRO
POSED SIGN LOCATION/MAIN ENTRANCE TYPICAL COVERED PARKING
equipment from a nearby construction site shall be 21 ' X 48' (4 CARS)n��] APPROX. AREA PAVED 300' TAPER AREA FOR CENTER
repaired by the responsible party prior to the issuance of TURN LANE. TIE INTO EXIST.
certificate of occupancy. SEGMENTED BLOCK 372000 SF LEFT TURN STRIPING IF cc,
RETAINING WALL 50' 25' 0' 50' 100'
STREAM ROAD CROSSINGS SCALE: 1"= 50' INCORPORATED
DETAIL - SEGMENTED BLOCK WALL DRAINAGE
NTS