HomeMy WebLinkAboutZ-7812-A Map 10
FND. 1/2" 0 FND. 1/2"
REBAR REBAR
FND. 1/2"
\ FND. 112" REBAR
\ REBAR 89.0' 33.0' s7.o'
45 7' 10' TILITY EASEMENT — 83.4' 10' UTILITY EASEMEN
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\ GRAVEL REBAR
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R. C. ' FIRE HYD A T
\' EC ` 70.95' j 9�8' ' UTILITY 5' UTILITY
\ D 35.0 EASEMENT
,moo SEMENT
♦\�\ \ 50 33, ' FIRE HYDRANT
TEMPORARY STRIPING
75' TAPER \ i\��\ \\\ 10' 3
PROPO \ �\� \
CURBGUTTER \ \\ h SANITARY 9' 5'
SEWER R45
vC v �0�A v\v 1 0 — R45'
SIDEWALK
1 R.C.P. 2 0 2_ 40 �
/'ATV \ \� - E 68.37 PROPOSED
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THIS SITE ��s FgsG� 30 ED s G�
FUTURE
ALIGNMENT \
kr OF BAKER LANE J • GRAVEL SU 5' CONLKE 5 7L 2 ' C.M.F.
EWA
VICINITY MAP SCALE 1:1500 / OPEN EL =469.59
SPA
SITE INFORMATION: G \ 5
29
1. OWNER AND DEVELOPER INFORMATION:
F
PINTURA ESTATES, LLC. \ \ J
1315 SCOTT ST.
LITTLE ROCK, AR
O
PHONE# 501-837-9676 �� �\ Sr0
2. LINEAR FEET OF INTERNAL STREETS: 1,117.82' SIDEWALK ;\\ A,y
3, AVERAGE SIZE OF LOTS: 5644.51 SQ. FT. /%� \\\ SO S
MINIMUM LOT SIZE: 4398.36 SQ. FT.
4. NUMBER OF LOTS: 31 !"
5. BUILDING SETBACKS: \\ \ 28
FRONT: 5' V
BACKSIDE
510' NEW ASPHALTPAVING TO COMPLY W1
MASTER STREET PLAN IMPROVEMENTS
REQUIRED FOR KANIS ROAD. NEW BACK
OF CURB AND GUTTER TO BE LOCATED \ Lf
29.5' FROM Q OF KANIS ROAD\ V Otis
CERTIFICATE OF PRELIMINARY ` \
SURVEYING ACCURACY\ \ `�- s-
\�� 9 s 27
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 OF DEDICATION S \ _ gsFfti T
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED DEDICICROW
WITH AND A COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED OF 2F \ SO �IiTF
FOR RECORD AS REQUIRED. (45' FROk OF KANIS ROAD) \
\ O-
N\\
DATE OF EXECUTION JASON H. GRAYHAM q�J'f \ 26\
REGISTERED PROFESSIONAL F` \
LAND SURVEYOR NO. 1667 '�
ARKANSAS q \T- \'\ IL 4 C.M.P.
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 `tpuunsgzj
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND gLATE Qp `����� oISTER
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A AR_ A" S ."Y ��•'•••••••'•�d 'moi
PRELIMINARY PLAT HAVE BEEN FULFILLED. APPROVAL OF THIS PLAT IS *STATE OF
HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULESM ' ANO 6675 ••' �'
AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE: REGISTERED _ O
-- PROFESSIONAL =
SIGNATURE
DATE -------------- ENGINEER
oh
., Y-OffX. GRP 5
. • ��•
DATE OF EXECUTION NAME, LITTLE ROCK PLANNING J N,,O. 9407 r, ;
COMMISSION F•'rT'Y J K�a 4,L rEI-Atttt�`,`%
LE —462.97
s
\. 25
LL 24" C.M.P.
ELEV=462.74'
TEMPORARY STRIPING
75' TAPER `p
FN PIPE ��c�
� e �
PROPOSED 20'
RIGHT OF WAY DEDICATION
j FNU. I/Z
/ REBAR 7
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72.3'
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71
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REBAR
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13 REBAR
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....._ +2 PLASTIC
OCL ELEV=481.46'
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17 12" PLAS[C
ELEV=480.89'
Z
N FND. 1/2"'_- ---
_
EBAR
18
SET 1/2"
REBAR W/CAP
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FND.
REBAF
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20 •
IRE HYDRANT
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OPEN
SPACE
(*a
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. 0501810081F 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, -00°15'13.72711".
19, 2001. ALL OF THE PROPERTY SHOWN HEREON DISTANCES ARE STATE PLANE GRID DISTANCES.
IS IN ZONE X. COMBINED ADJUSTMENT FACTOR=1.000041145.
GENERAL NOTES:
1. VERTICAL DATUM: NAVD 88, AS DETERMINED
BY GPS OBSERVATION.
2. 1/2" REBAR AND CAP SET AT ALL. CORNERS,
UNLESS OTHERWISE NOTED.
ce LEGEND (EXISTING)
SYMBOLS LINEldffiK
o FOUND IRON PIN EASEMENT
LIGHT POLE
0 POWER POLE CURB
It TELEPHONE PEDESTAL
0 ry PEDESTAL INTERMEDIATE CONTOUR
O MANHOLE INDEX CONTOUR
SANITARY SEWER CLEANOUT
G GAS METER SANITARY SEWER LINE
Da GAS VALVE GAS LINE
[� STORM SEWER PIPE
c DOWN WY WATER LINE (SPECIFY SIZE & TYPE(
Dq WATER VALVE
FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE
T& AIR RELEASE VALVE UNDERGROUND ELECTRIC
A FIRE DEPARTMENT CONNECTION _.
o WATER METER OVERHEAD ELECTRIC
® SPRINKLER HEAD
EI ELECTRIC PEDESTAL UNDERGROUND TELEVISION
❑ GRATED INLET OVERHEAD TELEVISION -
CHAIN LINK FENCE
DROP INLET WOOD FENCE -
BARBED WIRE FENCE
TREE _
FIBER OPTIC
------------
TREE TO BE REMOVED RIGHT OF WAY
ROAD CENTERLINE
`4i LEGEND (PROPOSED)
y° SPIN LINEM�
ac LIGHT POLE
'1k POWER POLE CURB
■ TELEPHONE PEDESTAL . v
B TV PEDESTAL INTERMEDIATE CONTOUR
Q° MANHOLE —
INDE% CONTOUR
° SANITARY SEWER CLEANOUT
A GAS METER SANITARY SEWER LIVE
H GAS VALVE
D STORM SEWER PIPE GAS LINE
STRUCTURE NUMBER 1WATER LINE
N WATER VALVE
T*4- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE
EBF AIR RELEASE VALVE
x FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC
• WATER METER OVERHEAD ELECTRIC
■ BACK FLOW PREVENTER
• REDUCER FIBER OPTIC
PLUG VALVE
DROP INLET, GRATED INLET UNDERGROUND TELEVISION
OR JUNCTION BOX (SPECIFY
• ON PLAN STEED OVERHEAD TELEVISION
CHAIN LINK FENCE
WOOD FENCE
BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERDNE
VO
tk 'o-
1
22
r so A TTLE ROCK PLANNING C
E OMMISSION
FND. 1/2 AS OTE P D, SUBJECT TO THE CONDIT,—-
" ND IN THE r'LAIfflWC g
\�10 REBAR MINUTE ORD DATED II ON
BY:
23 DATE.
G -r
RE
CTVr�
SD
P I C MAR 1 9 2014
OPEN _
SPACE 113.5'= — -- <—_—_—
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
U
4�'l Crafton Tull
® engineering I surveying
501.664.3245t 501.664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: 1I'll
CRAFTON, TOLL &
F- ASSOCIATES, INC. _
No. 109 O
iJ 2
"rB'rg'VS S ENOTVE��
PINTURA ESTATES
LITTLE ROCK, ARKANSAS
Key Pian
No. Description Data
This document, and the ideas and designs incorporated hereh
as an instrument of professional service, Is the property of
Crafton, 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.
N-, RUCT ION
PROJECT No: 14800500
ISSUEDATE: 03/19/14 tLO� THIS t
CONTACT: FAIGGINS o DOCUMENT IS
CHECKED BV: Z PRELIMINARY IN
NATURE AND 15 NOT
PRELIMINARY AFINAL,SIGNED
PLANS g AND SEALED
DOCUMENT
0 2014 Crafton, Tull & Assouates, Inc. �6 OO
N0113fTlllc' V
PRELIMINARY PLAT