HomeMy WebLinkAboutZ-7812-A Map 4FND. 1/2" FND. 1/2"
\\ FND. 1/2" REBAR REBAR
FND. 1/2" REBAR 89.0'
\ \'. REBAR 10' TILITY EASEMENT 4 83.4'
45.7'
\ \ OPEN
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70.95' �` ��8' S' UTILITY
\ \\ 5' UTILITY 35.0 EASEMENT
o SEMENT
TEMPORARY STRIPING
75' TAPER 70' 3 8
\ } \N.
PROPO D
CURB AN
GUTTER \ h SANITARY 9' 5'
\ SEWER R45'
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\ SIDEWALK p_
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THIS SITE \�s. \° F9 30
FUTURE �J G
FUTURE Fye
is
ALIGNMENT \ \
E OF BAKER LANE �� • \ �` GRAVEL SU
VICINITY MAP SCALE 1:1500
SITE INFORMATION: G h Q
1. OWNER AND DEVELOPER INFORMATION: \ F
PINTURA ESTATES, LLC. \ S 2 /
1315 SCOTT ST.
LITTLE ROCK, AR �`\\ FGJ 5' CONCRETE
PHONE# 50OF INTERNA � �\`\\\\ SIDEWALK
2. LINEAR FEET OF INTERNAL STREETS: 1,117.82' —*�
3. AVERAGE SIZE OF LOTS: 5644.51 SQ. FT. �% S
MINIMUM LOT SIZE: 4398.36 SQ. FT.
4. NUMBER OF LOTS: 31
5. BUILDING SETBACKS: \\\\
SD5' 5'
NEW ASPHALT \\\
BACK 10' PAVING TO COMPLY W/
MASTER STREET PLAN IMPROVEMENTS
REQUIRED FOR KANIS ROAD. NEW BACK
OF CURB AND GUTTER TO BE LOCATED
29.5' FROM Z. OF KANIS ROAD "_ �\IN, \
CERTIFICATE OF PRELIMINARY \J
SURVEYING ACCURACY
I, JASON H. GRAYHAM. HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, THAT ALL PROPOSED
SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OFDEDICATION
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
WITH AND A COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED OF ROW
FOR RECORD AS REQUIRED. (45' FROM OF KANIS ROAD)
DATE OF EXECUTION JASON H. GRAYHAM
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.1667 a
ARKANSAS
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, JERRY J. KELSO HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION JERRY J. KELSO
REGISTERED PROFESSIONAL
ENGINEER NO. 9407
ARKANSAS
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES ANDARKAN
STATE OF
�{ CfI5TERj 'iFi
AS
` �'. 'O �.
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A
••,
PRELIMINARY PLAT HAVE BEEN FULFILLED. APPROVAL OF THIS PLAT IS
* �r
STATE OF
HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES
REGISTERED
,� : ARKANSAS
NO. 1667 •:O �_
AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE:
_ n :
PROFESSIONAL
=;
' DATE
ENGINEER
SIGNATURE
' • V .�
,crrr���
DATE OF EXECUTION NAME, LITTLE ROCK PLANNING
COMMISSION
NO. 9407
RRY
J
J
33.0' 97'010' UTILITY EASEMEN
END. 1/2"
REBAR
10
9 11
330, /—FIRE HYDRANT
E
R45'
14
GT ��r
00
15
16 9J,O
5' UTILITY
EASEMENT
C.
G
2T
5' CONCRE .5 2 C.M.P.
SIDEWALK OPEN EL =469.59'
SPA
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26
�\ 4" C.M.P.
\\ \ SLE —462.97'
\\ \ 25
FL 24" C.M.P.
ELEV=462.74'
TEMPORARY STRIPING
75' TAPER
O ` \
FN PIPE
0
•
PROPOSED 20'
RIGHT OF WAY DEDICATION
--1-NU. 1/L
REBAR 7
/// o
72.3'
GRAPHIC SCALE IN FEET
30' 0 30'
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN HEREON IS
LOCATED WITHIN THE 100—YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAPS, BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PANEL NO. 0 501 81 0 081E AND PANEL NO. PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
0501810043F, PUBLISHED BY THE FEDERAL DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
EMERGENCY MANAGEMENT AGENCY, DATED OCTOBER CONVERGENCE ANGLE IS, -OOD1573.72711".
END. 1/2 19, 2001. ALL OF THE PROPERTY SHOWN HEREON DISTANCES ARE STATE PLANE GRID DISTANCES,
IS IN ZONE X. COMBINED ADJUSTMENT FACTOR = 1.000041145.
REBAR
GENERAL
VERTICALO
1.DATUM: NAVD 88, AS DETERMINED
BY GPS OBSERVATION.
2. 1/2" REBAR AND CAP SET AT ALL CORNERS,
UNLESS OTHERWISE NOTED.
00
12 J o LEGEND (EXISTING)
SYMBOLS LINEWORK
o FOUND IRON PIN EASEMENT
l_ i>: LIGHT POLE
0
' POWER POLE F
87.2 C _ & �M TELEPHONE PEDESTAL
r _
_.. - 0 TV PEDESTAL INT-RME[i i is CONTOUR
< D MANHOLE
INDEX CONTOUR
r.1 o SANITARY SEWER CLEANOUT
N GAS METER SANITARY SEWER LINE
13 FND. 112" GAS VALVE GAS LME
Z STORM SEWER PIPE
-"I REBAR — c - DOWN GUY WATER LINE (SPECIFY SIZE & TYPE)
_ D4 WATER VALVE -
FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE
tp M AIR RELEASE VALVE UNDERGROUND ELECTRIC
C,s A FIRE DEPARTMENT CONNECTION
I� N o WATER METER OVERHEAD ELECTRIC
SPRINKLER HEAD
E ELECTRIC PEDESTAL UNDERGROUND TELEVISION
O ❑ GRATED INLET OVERHEAD TELEVISION -.--
CHAIN LINK FENCE ---
DROP INLET WOOD FENCE
C BARBED WIRE FENCE
TREE
FIBER opnc
RIGHT OF WAY --- --
TREE TO BE REMOVED
I `1 ROAD CENTERLINE
4 LEGEND (PROPOSED)
SYMBOLS LINLY�S
oD
rgt/iJ yam SET IRON PIN
CCELEV=481.46' SIE LIGHT POLE EASEMENT
k POWER POLE CURB
■ TELEPHONE PEDESTAL ,,,,,,
TV PEDESTAL INTERMEDIATE CONTOUR
QQ MANHOLE ..,-
INDEX CONTOUR
C o SANITARY SEWER CLEANOUT
17 FL 1 2 PLASTIC N GAS VAA GAS LVE
SANITARY SEWER LINE
ELEV-480.89' O STORM SEWER PIPE GAS LINE
N �
STRUCTURE NUMBER WATER LINE
>� N WATER VALVE
4*4- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE
IBE AIR RELEASE VALVE
\ x FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC
FND. 1/2".- -_ _ • WATER METER
■ BACK ROW PREVENTER OVERHEAD ELECTRIC
EBAR • REDUCER
FIBER OPTIC
i PLUG VALVE
DROP INLET, GRATED INLET UNDERGROUND TE]F7SION
1 OR JUNCTION BOX (SPECIFY
J4{! ON PLAN SHEET) OVERHEAD TELIEVISION
SET 1/2" CHAIN LINK FENCE -
REBAR W/CAP WOOD FENCE
us BUILDING SET BACK
RIGHT OF WAY
6 PROPERTY LINE
FND. ROAD CENTERLINE
19
REBAF
20
HYDRANT
PA
so
0
22
s
° FN D. 1/2"
so °1 REBAR
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9� PoG"�
9
s
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OPEN �rL OPEN
SPACE SPACE
IJ'rTLE ROCK P1 '
ATP-170Y—ED, SUBJECT TO T1117
AS NOTED IN THE
MINUT E,91IECORDL
4
OATk..��m
MAR 19 2014
I
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
0100 Crafton Tull
CIS engineering I surveying
501.664.3245 t 501.664.6704 F
www.craftontull.com
CERTIFICATE OF AUTHORIZATION:
OF A ,
�Tyo�
r� CRAFTON, TOLL & D
t- ASSOCIATES, INC
S 04 No. 109
gAKgNSAS ENOVWE��
PINTURA ESTATES
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Date
This document, and the ideas and designs incorporated herein,
w an instrument of professional service, is the property of
Grafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull &Associates, Inc.
Ngi AUCTION °
PROJECTNO: 14800500 Ga RFL
ISSUE DATE: 03/19/14"aP THIS F�
CONTACT: RRIGGINS o DOCUMENT IS m
CHECKED BV: Z PRELIMINARYIN
NATURE AND IS NOT
PRELIMINARY AFINAL,SIGNED o
PLANS % AND SEALED
I DOCUMENT ao
0 2014 Crafton, Tull &Associates, Inc. 1�41 oO
`° NolLona1SN
PRELIMINARY PLAT