HomeMy WebLinkAboutS-1696-A Application2013071442 Received: 10/1/2013 9:33:36 AM
Recorded: 10/01/2013 09:38:00 AM Filed & ,
Recorded in official Records of Larry Crane,
PULASKI COUNTY CIRCUITICOUNTY CLERK
Fees $30.00
BILL OF ASSURANCE
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KNOW ALL MEN BY THESE PRESENTS: "
THAT WHEREAS,Veronica Austin, Jamie Washington and Monica Hamilton
hereinafter called "Grantor", are the owners of the following described property:
LEGAL DESCRIPTION
PART OF THE NE 1/4, NW 1/4 OF SECTION 31, TOWNSHIP 1 NORTH,
RANGE 13 WEST IN PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY
OESGRIBEQ AS FOLLOWS. BEGINNING AT THE NE CORNER OF THE NE 1/4
NW 1/4 SECTION 31 THENCE S 01-56'58" W1312.58'; THENCE N 68'09'39" W
369.91 ; THENCE N 01'53'03" E 1313.06'; THENCE S 88'05'14" E 371.41'
TO THE POINT BEGINNING CONTAINING 11.16 ACRES MORE OR LESS
AND WHEREAS, it is deemed advisable to plat the above -described property.
NOW, THEREFORE, the Grantor has caused the land to. be surveyed by
McGetrick & McGetrick, Inc., Engineers and Surveyors, and a plat made thereof,
identified by the title Sims Addition, Pulaski County Arkansas". The plat bears the
signatures and seals of Patrick M. McGetrick, Registered Professional Engineer, James A.
Rasburry., Registered Professional Land Surveyor, the signature of the Grantor, bears a
Certificate of Approval executed by the Little Rock Planning Commission, and the
Pulaski County Planning Commission is filed for record as Plat C06011H in the
Records of the Circuit County Clerk of Pulaski County, Arkansas.
Modification of this document, and all of the covenants, provisions or
restrictions set forth in this Bill of Assurance may be amended, modified,
extended, changed or canceled in whole or in part, by a written instrument signed
and acknowledged by the owner or owners of more than fifi) ereent_(50%)_in
area of the laud in this subdivision, and the provisions of such instrument so
executed. --shall be approved by the Little Rock Planning Commission and the
Pulaski County Planning Commission and shall be binding from and after the date
it is duly filed for record in Pulaski County, Arkansas. These covenants,
restrictions and provisions of this instrument shall be deemed covenants running
with the land and shall remain in full force and effect as hereinabove and upon the
expiration thereof on October 1, 2023, shall automatically be continued thereafter
for successive periods of ten (10) years each, unless terminated or canceled.
The filing of the plat for record shall constitute a complete and valid delivery of
any and all easements and/or rights -of -way shown on the Plat.
The lands embraced in the plat shall be forever known as Sims Addition, Pulaski
County, AR, and every deed of conveyance shall bear the lot designations as indicated on
the plat.
The lots in the subdivision shall be used only for single-family residential
purposes. ,
WITNESS the signature of the Grantors this 1 day of
1&� 2013.
GRANTOR
Rsviewed only for inclusion of minimum standards n5.
requirad by the City of UWe Rock subdivision reg
Bill el Assurance provisions established by th^
dovelopeT may exceed minimum regulations of tha
Rock subdvisbn and zzoonin ordinances•
C
C1 is a Rock Planning mm Mr)
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ACKNOWLEDGEMENT
State ofAU4044)
County of keazk
On this the day of I , 20 3 before e, Natary
Public, personally appearedM� oAr de•�n44iVvl) me
(or satisfactorily proven) to be the person whoW name is su scribed to the within
instrument and acknowledged that they executed the same for the purposes therein
contained.
In witness whereof I here unto set my hand and official seal.
My commission expires:
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otary Public
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CIVIL ENGINEERING DIVISION
FINAL PLAT FILING APPROVALS
NAME —Sims Addition (Pulaski County)
INSPECTOR REPORT
I have made a final inspection of the improvements and find that:
All improvements shown on construction drawings for the development are constructed and in conformance
with City requirements/standards.
Certain Improvements remain uncompleted and a punch list has been prepared and sent.
Engineering Specialist Date:
ADDRESSING SPECIALIST'S REPORT
I have reviewed the plat and find that the street names and street configuration are acceptable.
Addressing Specialist Date:
TRAFFIC ENGINEER REPORT
I have reviewed the plat and find that:
All streetlight installation, stripping, signage and other traffic improvements have been constructed and are in
conformance with City requirements/standards.
Work orders have been prepared for signage and street lights.
Indicate the number of street signs ordered for this plat for billing to developer
Certain improvements remain uncompleted and a punch list has been prepared and sent.
Traffic Engineer Pate:
CIVIL ENGINEER REPORT
I have reviewed the file for this matter and find that:
The maintenance bond has been submitted and it is the proper type and amount.
Financial assurance for the uncompleted improvements listed above has been received.
All other requirements for final plat approval have been satisfied.
Civil Engineer I/II Date:
SURVEYOR'S REPORT
I have reviewed the plat and find that:
All requirements for final plat approval have been satisfied.
Surveyor Date:
MANAGER APPROVAL
All Civil Engineering requirements for filing this final plat have been sa7,2,0/13
fled.
:.. �- p
t��- �Date: 1
Design Review Engineer/Civil Engineering Manager
August 20, 2013
=into
�" SEPTIC SYSTEMS
June 17, 2013
Jim Hastings —Crystal Valley Project
Sims Addition, Pulaski County
P.O. Box 219
Bryant, Arkansas 72118
Dear Jim —
3000 Sparks Road • Alexander, AR 72002
501-821-3837 • Fax501-821-4048
After reviewing the site and soil properties on Crystal Valley Road, Pulaski County, specifically, the NE %,
NW %, Section 31, Township 1 North, Range 13 West, 11.16 acres, I found the soil to be suitable.
For tract 1, tract 2, and tract 3, 1 found the soil profile to be acceptable for a traditional septic system.
Permits can be obtained for each tract proposed.
This letter does not constitute and approved Health Department Onsite Sewage Disposal Permit. Once
the house corners are staked, the permit process can be completed.
In the areas reviewed, the septic system would require a 1000 gallon septic tank and 300' of field line for
a 3 bedroom home.
If there are any other questions, I can be reached at 501-804-0837 or e-mail at
davidEmeincose tics stems.com.
Sincerely,
��J6 . KJ'_' -
David A. Meints
Professional Soil Classifier -in -training
Installer
Service Provider
Class III Operator
f. I •Official Series Description - CARNASAW Series Page 1 of 4
LOCATION CARNASAW OK+AR
Established Series
Rev. CS
09/ 1999
CARNASAW SERIES
The Carnasaw series consists of deep, well drained, slowly permeable upland soils. These soils
formed in residuum weathered from shale of Pennsylvanian age. These gently sloping to steep soils
are on sideslopes of forested uplands of the Ouachita Mountains (MLRA 119) and the Arkansas
Valley and Ridges (MLRA 118). Slopes are 1 to 60 percent.
TAXONOMIC CLASS: Fine, mixed, semiactive, thermic Typic Hapludults
TYPICAL PEDON: Carnasaw loam --forest.
(Colors are for moist soil unless otherwise stated.)
A--O to 3 inches; very dark grayish brown (IOYR 3/2) loam; moderate medium and fine granular
structure; very friable; many fine and medium roots; quartzite and sandstone fragments make up 6
percent by volume; moderately acid; clear wavy boundary. (2 to 6 inches thick)
E--3 to 9 inches; yellowish brown (IOYR 5/4) loam; weak medium and fine granular structure; very
friable; many fine and medium roots; quartzite and sandstone fragments make up 12 percent by
volume; strongly acid; clear wavy boundary. (3 to 8 inches thick)
130- 9 to 15 inches; yellowish red (5YR 5/8) silty clay loam; strong medium and fine subangular
blocky structure; friable; common fine and medium roots; nearly continuous clay films on faces of
peds; 5% fine fragments of shale; 5% fine fragments of sandstone; very strongly acid; gradual smooth
boundary. (5 to 21 inches thick)
Bt2--15 to 37 inches; yellowish red (5YR 4/8) silty clay; strong medium subangular blocky structure;
firm; common fine roots; nearly continuous clay films on faces of peds; many peds coated with red
(2.5YR 4/6); 5% fine fragments of shale; very strongly acid; gradual smooth boundary. (15 to 32
inches thick)
Bt3--37 to 42 inches; yellowish red (5YR 4/8) gravelly silty clay; many fine and medium distinct
strong brown (7.5YR 5/8) and red (2.5YR 4/6) mottles; moderate fine blocky structure; friable;
common fine and few medium roots; patchy clay films on faces of peds; fragments of sandstone and
shale make up 20 percent by volume; very strongly acid; clear irregular boundary. (5 to 20 inches
thick)
Cr--42 to 52 inches; fractured non paralithic shale bedrock laminated with layers of sandstone, tilted
30 degrees from horizontal; brown and reddish coatings along cleavage planes.
TYPE LOCATION: McCurtain County, Oklahoma; about 1 mile north and 0.5 mile east of the
entrance to Beaver Bend State Park on U.S. Highway 259 and 259A; 2500 feet east and 800 feet north
of SW corner sec. 7, T. 5 S., R. 25 E.
https:Hsoilseries.sc.egov.usda.gov/0SD_Docs/C/CARNASAW.html 6/17/2013
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Bentley Court PH IV - CAW approved with no comment
Colonel Glenn Centre Lot 2 - CAW approved with no comment
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Christopher Addition Lot 1 - CAW approved with the following comment.
FOLDERS
Easement not required for water, main is private.
Sims Addition - CAW approved with no comment.
Drafts
MESSENGER
Thank You
APPLICATIONS
Central Arkansas Water
Photos
Daniel Tull, Engineering Technician
Attachments
daniet-tull@carkw.com
501-377-1245
Notepad
From: MCGETRICK MCGETRICK[mailto:mcgetrick2@sbcglobal.net]
CiMYU-0 - Sent: Friday, July 05, 2013 10:38 AM
Whet is your 20t3 Credil Sea re' To: Jim Boyd
Excellent 750 840 Cc: tthompl.@entergy.com; Joni Bates; Blake Weindorf; Daniel Tull;
.:.: Good 650 749 Subject: 4- final plats
:. Fair 620 659
I have attached 4 final plats for your sign -off.
:: Poor 340 e19 If you have any questions please contact us.
I Don't Know ???? Thanks,
Find oat INSTANTLYI 1 Pat
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APPLICATIONS
Not in service area.
Photos
Attachments
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New Rule in Arkansas
Little Rock - Do not pay your cai
insurance bill - until you read
this.
RE: final plat... RE: final plat ...
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James Boyd, P.E.
Little Rods Wastewater
Developer Funded Engineer
(501) 688•1414W06
(501) 352.0390 MoWe
)im.boyd®Irwu.com
11 Clearwater Dnve
Little Rods. AR 72204
from Jim Boyd to you + 2 more
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MESSENGER
APPLICATIONS AT&T approves of this plat as of 8/15/13. If any facilities are found to be in
Photos conflict it will be a CWOT and there will be charges associated with that.
Attachments
Thanks,
Notepad
ACCison -Waji
..
A7cZT-Arkpnsas
Mgr. OSP Planning & Engineering Design
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1111 W. Capitol, Room 465
iL
Little Rock AR 72201
(501)373-1168
Little Rock: New trick allows
Arkansas drivers to get auto
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FW : 4- final plats from Zinser, Brandon M to you + 2 more Aug 12
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The most important issue for the
2016 Presidential Election could
ruin you financially.
Pat,
CenterPoint Energy has no objection to the plats as attached.
Thanks,
Brandon M. Zinser, P.E.
Engineer III
Southern Gas Operations I Arkansas/Oklahoma Region
401 W Capitol Ave, Suite 600 1 UtBe Rock, AR 72201
Direct 501-377-4930 1 Fax 501-377-4733 I Mobile: 501-425-2289
CenterPoint
Energy
From: Bates, Joni B.
Sent: Friday, July 05, 2013 12:10 PM
To: Zinser, Brandon M
Subject: Fwd: 4- final plats
Will you please take care of these for Pat.
Thanks, Joni
Sent from rry iPhone
Begin forwarded message:
From: MCGETRICK MCGETRICK <mqletrick2lobal,net>
Date: July 5, 2013, 10:37:46 AM CDT
To: Jim Boyd <Lrtt.t:om>
Cc: '1thgnV, )03entergy.Corrt' <tthompl( entemv-oom>, "Bates, Joni B."
CIG9l1.l,7Eite3�C6RierpDinlenBfRV.COiN, blakeweindorf<biake,weindorfo_�carkw.Gom>, daniel
tull <daniel.tu11Cd1carkw.cozTv, "an0142(a)att.com' <an0142(a)att.com>
Subject: 4-final plats
Reply -To: MCGETRICK MCGETRICK <rrraetrick2Rsbcalobal.net>
I have attached 4 final plats for your sign -off.
If you have any questions please contact us.
Thanks,
Pat
1 of 1 9/ 19/2013 8:59 M
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