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FOUND 5/8" REBAR
SW CORNER AMENDED
REPLAT OF DEVELOPERS,
INC. SUBDIVISION l
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SET'X' IN
CONCRETE-
8"SS 8"SS NITAR SEWER H
__________--- y �i TOP RIM 393.2 5
----____________-' FL8"W. 384.8
GRATED INLET GRATED INLET i i FL 80 S. 384.8
TOP 394.22 1 TOP 394.09 GRATEDINLET
FL BOX 391.30 " FL BOX 392_.29 i i TOP 392.97
FL BOX 386.
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1. ALL UTILITY & R/W EASEMENTS RECORDED IN BOOK
1069 AT PAGE 621, RECORDS OF PULASKI COUNTY,
ARKANSAS HAVE BEEN ABANDONED AND VACATED BY
CITY OF LITTLE ROCK ORDINANCE NO. 20,242, DATED
APRIL 6, 2010, AND RECORDED AS DOCUMENT NO,
2010019804, RECORDS OF PULASKI COUNTY, ARKANSAS.
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2. ALL BUILDING SETBACKS MUST COMPLY WITH SECTION
36-385 OF THE LITTLE ROCK CODE OF ORDINANCES AND
THE APPROVED SITE PLAN.
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3. 1/2" REBAR WITH CAP SET AT ALL CORNERS UNLESS
NOTED OTHERWISE,
4. ERROR OF CLOSURE: 1:25,000,
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 MAP, COMMUNITY PANEL NO.'S 0501810063 F,
0501810064 F, 0501810101 F & 0501810102 F PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001.
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CERTIFICATION
IHEREBY CERTIFY THAT IHAVE SURVEYED THE PROPERTY
SHOWN AND DESCRIBED HEREON; THAT THE PROPERTY
LINES ARE ARE LOCATED IN ACCORDANCE WITH
ESTABLISHED PROPERTY LINES; THAT THE IMPROVEMENTS
ARE LOCATED AS SHOWN AND THAT THERE ARE NO
APPARENT ENCROACHMENTS EXCEPT AS SHOWN,
GREGORY T. SULLIVAN, AR PLS NO. 1096 DATE
PROPERTY DESCRIPTION
Part of the Amended Replat of Developers, Inc. Subdivision of part of the Southeast 1/4
of the Northeast 1/4 of Section 1, Township 1 North, Range 13 West, Little Rock, Pulaski
County, Arkansas, as recorded in Plat Book 20 at Page 22 of the records of Pulaski
County, Arkansas, and being more particularly described as follows:
Commencing at the Southwest comer of said Amended Replat of Developers, Inc.
Subdivision, said point being at the intersection of the North right-of-way line of St.
Vincent Circle and the East right-of-way line of McKinley Street; thence along the East
right-of-way line of McKinley Street, North 01°36'04" East 643.52 feet; thence North
88002'24" East 5.43 feet; thence North 03°01'14" East 493.08 feet; thence South
86°59'32" East 173.20 feet; thence South 03'01' 16" West 160.00 feet; thence South
86°59'32" East 447.64 feet; thence South 87012'31" East 307.61 feet; thence South
01°31'28" West 99.90 feet; thence South 87003'21" East 204,60 feet; thence South
01°27'43" West 100.13 feet to the POINT OF BEGINNING, thence South 87°01'44"
East 104.99 feet to a point on the West right -of -way line of South University Avenue;
thence along said right-of-way line South 01022'54" West 121.79 feet; thence North
87°09'38" West 162.32 feet; thence North 02050'22" East 122.12 feet; thence South
87°01'44" East 54.23 feet to the POINT OF BEGINNING, containing 19,603.0 square
feet, or, 0.450 acres, more or less.
GRAPHIC SCALE IN FEET
20' 0 20'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS , 00' 11' 59.58160".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000026155.
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull Sparks
® engineering l surveying
501.664.3245 t 501.664.6704 f
www.cra fton tullsparks.com
CERTIFICATE OF AUTHORIZATION:
CRAPTGN,TULL, r,
SPARKSa D=
a' ASSOCIATES. INC.
@y \0.109 O<
„ gPrgNSA5 EIIG�N�NR
BOUNDARY & TOPOGRAPHIC
SURVEY OF A PART OF
PROPSED LOT 1, PARK
AVENUE ADDITION,
LITTLE ROCK, ARKANSAS
SOUTH UNIVERSITY AVENUE
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Data
This document, and the Ideas and designs incorporated herein,
as an Instrument of professional service, Is the property of
Crafton, Tull, Sparks & Associates, Inc., and is not to be used,
in whole or in part, for any other project, without the written
authorization of Crafton, Tull, Sparks & Associates, Inc.
PROJECT NO:108068.00
ISSUE DATE: 10/21/10
CONTACT: G. SULLIVAN
CHECKED BY:
0 2010 Crafton, Tull, Sparks
& Assmiales, Inc.
LEGEND (EXISTING)
SYMBOLS
LINEWORK
0
FOUND IRON PIN
EASEMENT
LIGHT POLE
'a
POWER POLE
CURB
M
TELEPHONE PEDESTAL
- - - - -
-1206- - -
I9
TV PEDESTAL
INTERMEDIATE CONTOUR
MANHOLE
- - -
-1205- - -
INDEX CONTOUR
o
SANITARY SEWER CLEANOUT __SS_
A
GAS METER
SANITARY SEWER LINE
G
IXI
GAS VALVE
GAS LINE
E____=_:I
STORM SEWER PIPE
W
DOWN GUY
WATER UNE (SPECIFY SIZE & TYPE)
>11
WATER VALVE
-6-
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
GE
C81
AIR RELEASE VALVE
UNDERGROUND ELECTRIC
FIRE DEPARTMENT CONNECTION OHE
O
WATER METER
OVERHEAD ELECTRIC
®
SPRINKLER HEAD
m
ELECTRIC PEDESTAL
UNDERGROUND TELEVISION
OVERHEAD TELEVISION
RATED INLET
CHAIN LINK FENCE
jI Ij
DROP INLET
WOOD FENCE
X
X
BARBED WIRE FENCE
TREE
FIBER OPTIC
RIGHT OF WAY
TREE TO 8E REMOVED
-
ROAD CENTERUNE
CERTIFICATION
IHEREBY CERTIFY THAT IHAVE SURVEYED THE PROPERTY
SHOWN AND DESCRIBED HEREON; THAT THE PROPERTY
LINES ARE ARE LOCATED IN ACCORDANCE WITH
ESTABLISHED PROPERTY LINES; THAT THE IMPROVEMENTS
ARE LOCATED AS SHOWN AND THAT THERE ARE NO
APPARENT ENCROACHMENTS EXCEPT AS SHOWN,
GREGORY T. SULLIVAN, AR PLS NO. 1096 DATE
PROPERTY DESCRIPTION
Part of the Amended Replat of Developers, Inc. Subdivision of part of the Southeast 1/4
of the Northeast 1/4 of Section 1, Township 1 North, Range 13 West, Little Rock, Pulaski
County, Arkansas, as recorded in Plat Book 20 at Page 22 of the records of Pulaski
County, Arkansas, and being more particularly described as follows:
Commencing at the Southwest comer of said Amended Replat of Developers, Inc.
Subdivision, said point being at the intersection of the North right-of-way line of St.
Vincent Circle and the East right-of-way line of McKinley Street; thence along the East
right-of-way line of McKinley Street, North 01°36'04" East 643.52 feet; thence North
88002'24" East 5.43 feet; thence North 03°01'14" East 493.08 feet; thence South
86°59'32" East 173.20 feet; thence South 03'01' 16" West 160.00 feet; thence South
86°59'32" East 447.64 feet; thence South 87012'31" East 307.61 feet; thence South
01°31'28" West 99.90 feet; thence South 87003'21" East 204,60 feet; thence South
01°27'43" West 100.13 feet to the POINT OF BEGINNING, thence South 87°01'44"
East 104.99 feet to a point on the West right -of -way line of South University Avenue;
thence along said right-of-way line South 01022'54" West 121.79 feet; thence North
87°09'38" West 162.32 feet; thence North 02050'22" East 122.12 feet; thence South
87°01'44" East 54.23 feet to the POINT OF BEGINNING, containing 19,603.0 square
feet, or, 0.450 acres, more or less.
GRAPHIC SCALE IN FEET
20' 0 20'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS , 00' 11' 59.58160".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000026155.
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull Sparks
® engineering l surveying
501.664.3245 t 501.664.6704 f
www.cra fton tullsparks.com
CERTIFICATE OF AUTHORIZATION:
CRAPTGN,TULL, r,
SPARKSa D=
a' ASSOCIATES. INC.
@y \0.109 O<
„ gPrgNSA5 EIIG�N�NR
BOUNDARY & TOPOGRAPHIC
SURVEY OF A PART OF
PROPSED LOT 1, PARK
AVENUE ADDITION,
LITTLE ROCK, ARKANSAS
SOUTH UNIVERSITY AVENUE
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Data
This document, and the Ideas and designs incorporated herein,
as an Instrument of professional service, Is the property of
Crafton, Tull, Sparks & Associates, Inc., and is not to be used,
in whole or in part, for any other project, without the written
authorization of Crafton, Tull, Sparks & Associates, Inc.
PROJECT NO:108068.00
ISSUE DATE: 10/21/10
CONTACT: G. SULLIVAN
CHECKED BY:
0 2010 Crafton, Tull, Sparks
& Assmiales, Inc.