HomeMy WebLinkAboutZ-7563 Map 2= ASPHALT PARKING
I o
-1>5
\112" REBAR <p°\ �ETAINI G A \\ °m INV
\ INV
ASPHALT \ \
o 1 AVEMENT \
o
52.7 \
o
TWIN 'T$' OAK L -
CAPE —
I \
PROPOSED STREET WIDENING 4 /R�\ 24\50'--\-,71—\l 00' /
TO UNIVERSITY AVENUE
WILL COORDINATE WITH PUBLIC \ \ \ \ \ U
WORKS AND TRAFFIC ENGINEERING
TO DETERMINE SPECIFIC REQUIREMENTS. \ 1
z Z
CONCRET
\ APRON
J
Z
13.0' ^j --
I ASPHALT
PAVEMENT
\ PORC', —
RAVELI CONCRETE
VEWAY'i I I
r J
CLANDSCAPE \�
AREA I C=
PROPOSED
/ GR UND-
Iy1NUNTED SIGN \
WILL CONFORM TO I
OFFICE ZONE SIGN I \
REQUIREMENTS
49.4'
58.1'
7
....` 76' SW i
60.83' \
30^ \ ASPHALT`
PAVEMENT
V nq/ JaF 40 YID 74P
PRIVACY FE \__
9.5'
M
�' SHcD
SCNEMATIC SECTION A
SS MH
RIM 426.81'
INV 417.75'
�10 ss
NIS
FSTREE T 50'R/W
w
W
RI MH
/ RIM' - SS MH
INV 393.86'93.86'
RIM 402.87
�18"SS INV 392.60'
DUTH)
"-�� — SS MH I
6 jS RIM 399.33' x
S86055WIE 32_6,35r C _� _— _ INV 390.98'
- 1
E
FLOdD EA
�PORT/ONALZOCREEK \
`"#FLOODWIT- ^39s \ \
C" 1 I \
AREA
� �ERT4�
\ �J l
�V�T�E\\REGvULATORY xoG 1 �I
NiLL E\R€MOVED
r
i Q
5 ��ORED I ,
s" ASS MAPS \ .y. IG L N ON. /
/P IED Y LITTLE ROCK
EW ER 11-24-03 END OF
NOT OUND PAVEMEL T
RETAINING WALL.
NAlll G I y lI PRIVACY FENCE WILL BE
�`I I I = I INSTALLED ON WALL
1 1 l x I FOR SAFETY CONSIDERATIONS.
\ 861, Pt. O \ l ` I 11I o I I AS WELL AS SCREENING
q „1 ° -� \� REQUIREMENTS.
% 2 ac^ \ \ \\\ \\
RETAINING WALL AND REAR
OF SITE WILL BE LANDSCAPED
ACCORDING
G
ANDLANDA �LANDSCAPE
ERATIO ORDIANCES
\� 666 WALL I
,NO
PLAN REPRESENTS A SCHEMATIC
2
o.
y
Z
U'
in
ASPHALT
PAVEMENT
\ PROPOSED
\ CCESS ENT\
O
M
0
y 1/2" REBAR
0
PIPE
44.8'
ME FAL Si, ED
DESIGN ONLY AND IS SUBJECT
TO CHANGE WITH FINAL DESIGN.
N V
t\ 11�N,1111 III �
ASPHALT
> ,
PAVEMENT \ V
Iv
I S P
I �\
II 6
L
7
\-,HE,
PRIVACY
SCREENED \ \
DUM TERER PAD
16" OAK -� \
• •
0�
�N8¢05 ' "W 9.93'
ENCE CEJ
SCHEMATIC SECTION B
Ind
SS MH
RIM 422.18'
INV 415.17'
SS--Q�10" SS
0
FOUND MONUMENT AS NOTED
ix
WATER VALVE
•
SET 1/2" CAPPED REBAR.
FIRE HYDRANT
o
COMPUTED POINT
0
TELEPHONE MANHOLE
—OHU—
OVERHEAD UTILITIES
®
SANITARY SEWER MANHOLE
WATER LINE (AND SIZE)
°
POWER POLE
—W —
—SS
SEWER LINE (AND SIZE)
GUY
—RM—
RIGHT-OF-WAY
®
WATER METER
CONCRETE CURB
- - WtMEN �WW
UTILITIES SHOWN ARE NOTED BY VISIBLE OBSERVATION ONLY. UNDERGROUND UTILITIES
ARE TAKEN FROM UTILITY MAPS. EXACT LOCATION OF UNDERGROUND UTILITIES ARE
APPROXIMATE, NO EXCAVATION HAS TAKEN PLACE AS OF THIS DATE TO DETERMINE THE
EXACT LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS SURVEY.
FOR UNDERGROUND UTILITY LOCATIONS
BEFORE y CALL: THE ARKANSAS ONE -CALL SYSTEM
GIVE 48 HOURS NOTICE BEFORE CONSTRUCTION BEGINS
NOTE:
x w UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED
yyu, y�5 FROM AVAILABLE SURVEYS AND RECORDS, THEIR LOCATIONS MUST BE
qs oNE cA�° CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE
AND LOCATIONS OF WHICH ARE UNKNOWN. THE CONTRACTOR MUST VERIFY
THE EXACT LOCATIONS OF UTILITIES WITH THE UTILITY COMPANIES PRIOR TO
CONSTRUCTION.
DESCRIPTION FROM WHICH SURVEY WAS MADE:
LOTS 1.6, BLOCKS 9 AND 10 LINCOLN PARK ADDITION TO THE CITY OF LITTLE
ROCK PULASKICOUNTY, ARKANSAS
AND
112 OF THE RIGHT-OF-WAY OF "G" STREET, ALL OF THE RIGHT-OF-WAY OF
GRANT STREET BETWEEN BLOCKS 9 AND TEN, 1l2 OF THE ALLEY EAST OF
LOTS 1.6, BLOCK 10
SOME FEATURES SHOWN ON THIS PLAT MAYBE SHOWN OUT OF SCALE FOR CLARITY.
i BASIS OF BEARINGS FOR THIS SURVEY PASS MONUMENTS 2027 AND 2028,
SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF
- . RECORD,ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR ANY
OTHER FACTS WHICH AN ACCURATE AND CUF:RENT TITLE SEARCH MAY DISCLOSE,
NO EVIDENCE WAS FURNISHED TO THE SURVEYOR CONCERNING ALLEY AND RIGHT-OF-WAY
CLOSURES. CITY ORDINANCES SHOULD BE RESEARCHED.
SITE INFORMATION
1. 1.72 ACRES
2. GROSS S.F. OF BUILDING: 18,000 S.F.
3. PARKING SPACE: 9' x 18.5' DRIVE AISLE 24' MIN.
4. PROPOSED USE: OFFICE
PARKING COUNT
PROVIDED: REGULAR 9' x 18.5': 55
HANDICAPPED: 4
59
REQUIRED PARKING: 45
SITE AREAS
TOTAL AREA = 74,861.79 SQUARE FEET
IMPERVIOUS AREA = 51,425.41 SQUARE FEET 68.69%
GREEN AREA = 23,436.38 SQUARE FEET 31.31%
PROPOSED ZONING: P.O.D.
0 10 20 40
`f
SCALE IN FEET
PCT` -Tv-:D
MAR 2 4 2004
BY:
FLOOD NOTE: By graphic plotting only, a portion of this property
is in Zone(s) AE of the
Flood Insurance Rate _M_ap_C ommunity Panel No. 0501810064F which bears
an effective date of O8/'�✓I/07
SCALE 1 » = 20'
DRAWN BY: MER
CHECKED BY: MER
APPROVED BY MER
DATE : 1/14/04
CORPORATE SEAL
0V)
z
LiJ Q
u Q
0Y
= U
LJ O
H y IY
ULd
w
0 J
PROJECT NO.
03-027
SHEET N0.
P-1
1n
z
0
U
LJ
0
J
J
0
w
0
0
Z
Z
o_
o
V
M
LJ
0V)
z
LiJ Q
u Q
0Y
= U
LJ O
H y IY
ULd
w
0 J
PROJECT NO.
03-027
SHEET N0.
P-1