HomeMy WebLinkAboutS-1649 Map 1GRAPHIC SCALE 1"=100'
0 100 200
-N- BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-63
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SW 1/4,NE 1/4,,SEC.3
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CB<tTIFICATE OF PRELIl miARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations
relative to the preparation and submittal to a preliminary plat have been '
fulfilled, approval of this plat is hereby granted, subject to further
provisions of said rules and regulations. This certificate shall expire on
Date of Execution Chairman, Little Rock
Planning Commission
CMTIFICATE OF OW M
We, the undersigned, owners of the real estate shown and described herein,
do hereby certify that we have laid off, platted and subdivided, and do
hereby lay off, plat and subdivide said real estate in accordance with this
plat.
Date of Execution Garth Developmbnt. LLC
Robert Garth
9800 Maumelle boulevard
Source of Title: North Little Rock, AR 72113
Instrument No. 2009045701
DRWML AMS
ON R-2 HOME DEPOT
RECORDED AS
BOOK' H'IDATS05, 14,L r /
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S88.18141 6 44' �- /
' . 7�:588°18'41"E 752.29' oL S00°49'09"W 11.42'--
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09 DEDICATED ROW 0.898 AC.
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87.49
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17.3626
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270.00
71.58
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330.00
87.49
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71.58
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MEMO 111�V,���L.�: AI��I��ITit�)N
LE ROCK, PULA,S nK COUNTY, 1L y 1'9JLAt![il111NSAS
MkIRClH[ 1, 2010
ZONED C-3 & R-2
Legd DOK ipflon
Lands lying in the Southwest 114 and the Southeast 114 of the Northeast Ouarter of Section 3
and in the SW 14 of the NW 114. Section 2 all in Township 1 South, Range 13 West, Pulaski County,
Arkansas more articularly described as follows:
Commencing at found 1' pipe at the southeast corner of SW 114, NE 114 of said Section 3;
thence North 9 degrees 00 minutes 00 seconds East 324.31 feet: thence North 00 degrees 00
minutes 00 sec nds East 351.72 feet to the point of beginning; thence North 89 degrees 45
minutes 50 seconds West 662.29 feet to a point on the east right of way of Mabelvale Pike:
thence continua along said right of way line North i1 degrees 52 minutes 02 seconds East
472.20 feet: thence leaving said right of way line South 88 degrees 18 minutes 41 seconds
East 252.29 feat; thence South 00 degrees 49 minutes 09 seconds West 11.42 feet: thence South
89 degrees 45 inutes 51 seconds East 1625.85 feet: thence South Of degrees 20 minutes 35
seconds West 4 4.78 feet; thence North 89 degrees 45 minutes 50 seconds West 1302.26 feet to
the point of beginning containing 19.70 acres more or less.
Right of W ty, Dedication #1- Richamith ]Lane
Lands lying in tiie Southwest 114 of the Northeast Guarter of Section 3, Township 1 South,
Range 13 West, Pulaski County, Arkansas
more particularl,, described as follows:
Commencing at a 'dun; 1' pipe at the southeast corner of SW 114, NE 114 of said Section 3;
thence North 90 degrees 00 minutes 00 seconds West 327.89 feet: thence North 00 degrees 00
minutes 00 seconds East 402.44 feet to the point of beginning; thence North 11 degrees 52
minutes 02 seconds East 102.10 feet; thence along a 286.4825 degree curve to the left 35,47
feet to a point ha ing a chord bearing and distance of South 38 degrees 57 minutes OB
seconds East 31.00 feet; thence South 89 degrees 45 minutes 50 seconds East 129.33 feet:
thence along a P. 626 degree curve to the right 87.49 feet to a point having a chord bearing
and distance of S uth 82 degrees 10 minutes OB seconds East 67.23 feet: thence South 74
degrees 34 minutes 28 seconds East 126.09 feet; thence along a 21.2209 degree curve to the
left 71.58 feet to a point having a chord bearing and distance of South 82 degrees 10
minutes 09 seconds East 71.37 feet: thence South 89 degrees 45 minutes 50 seconds East 204.01
feet: thence South 00 degrees 14 minutes 10 seconds West 60.00 feet; thence North B9 degrees
45 minutes 50 seco ds West 204.01 feet; thence along a 17.3626 degree curve to the right
87.49 feet to a point having a chord bearing and distance of North 82 degrees 10 minutes 09
seconds West 87.23 feet; thence North 74 degrees 34 minutes 28 seconds West 126.09 feet;
thence along a 21.2209 degree curve to the left 71.58 feet to a point having a chord bearing
and distance of North 82 degrees f0 minutes 09 seconds West 71Y feet; thence North 89
degrees 45 minutes 50 seconds West 149.91 feet: thence along a 2B6.4825 degree curve to the
left 27.35 feet to a point having a chord bearing and distance of South 51 degrees 03 minutes
06 seconds West 25.27 feet to the point of beginning containing 0.898 acres more or less.
Right of Way cation #2 - Mabelvale Pike
Lands lyying in the Southwest 114 of the Northeast Quarter of Section 3, Township 1 South,
Range 13 West, Pulaski County, Arkansas
more particularly described as follows:
Commencing at a i and d' pipe at the southeast corner of SW 114, NE 114 of said Section 3:
thence North 90 degrees 00 minutes 00 seconds West 364.55 feet; thence North 00 degrees 00
minutes 00 seconds East 354.56 feet to the point of beginning: thence North 89 degrees 45
minutes 50 seconds West 26.57 feet to a point which is also on the east right of way of
Mabelvale Pike; thence continue along said right of way line North 11 degrees 52 minutes 02
seconds East 472. B feet; thence leaving said right of way line South 88 degrees 18 minutes
41 seconds East .44 feet; thence South 11 degrees 52 minutes 02 seconds West 472.20 feet to
the point of begi ning containing 0.282 acres more or less.
CERTIFICATE OF PRB RAWARY SURVEYMG ACCURACY
I. Robert D. Holloway. hereby certify that this plat correctly represents a boundary survey made under my supervision
and boundary markers shown represents a boundary survey ma under my supervision and boundary markers shown
hereon actually exist and their locations, type and meter al�are orrectly shown. The plat has been surveyed and duly
filed for record in the offices of the state sur ey an ihl n y circuit clerk within the last (7) yc; rs.
•,1111u i1lrlrgrr
�%.1•G15 TER
Date of Exec ticn =_E_ D. HLCOwSw� 4L.;, ' .,
REGISTERED LAND SURVEYOR ; STATE OF ''•.,
NO. 83. ARKANSAS SAS
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SIG- gTURE .a.:
P"111PD. HO`�o3����
CURB 6 GUTTER 2% SLOPE pp■tpf/1� ��/ ONAL 1 A ��``
y 3, CERTIFICATE OFPRffi.IIWARYI�JGVW WGACCURACY di'-1 KTE 0�,2� rrrrrlrll111111111.1
MA,r I. Robert D. Holloway hereby certify that this plat correctly �/ �z -N
9.� represents a plan made by me and that the engineering requirements of the A RIBA 'SAS
North Little Rock Subdivision Rules and Regulations have been complied with.
9" CLASS 7 BASE COURSE AT 100% COMPACTED SUBGRADE REGISTERED
MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY. -3;
PR0FESS10NA
GENERAL NOTES OVER GEOTECH FABRIC
1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED Date of Execution REGISTOBERT D. MOLL WAY ENGINEER
TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) REGISTERED PROFESSIONAL
ACREAGE PER 40 ENGINEER N0. 2335. ARKANSAS �O No 2 tS
2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS.
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180). SE 114, NE 1/4, SECTION 3 13.206 ACRES Z T Y
3, CRUSHED STONE MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191). SW 114. NE 1/4. SECTION 3 3.420 ACRES
4.CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
5,THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS, SW 1/4, NW 1/4, S CTION 2 3.374 ACRES
TYPICAL STREET DETAIL TOTAL 20.000 ACRES
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CIE SOLID
SODDING
General Notes
1. There will be approximately 650 feet of new road construction
2. No Designated Wetlands lie on the Property,
3. All Lots will be tied to the Little Nock Wastewater Sewer Systems
and Central Arkansas Water.
A. All disturbed areas to be seeded, feF•tilized, watered and mulched.
5. All landscaped areas to be irrigated.
6. All new streets shall have street lighting and signage per Little Rock
Standards.
7. All first floor finished elevations to be minimum 1'-0" above the 100
year flood elevation.
B. All driveways in the right of way shall be paved concrete, all drain pipe in
the right of way to be RCP.
9. All dumpsters to be within a brick, gated enclosure.
SOLID
EDGE OF PAVEMENT 32'-0' PAVEMENT
01M 1111111
3 1 M4X CLASS 3 OR 4 J,carnauWEARING SURFACE 3,1 MpX
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THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE = FIR'1+7C
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE N 87g '
RATE MAPA050181092F, DATED 1/19/01.y•., •,=4q
SURVEY CODE: 500-01S-13W-003-120-60-0083 N',!'SgS-ENG��p�'
500-01 S-13W-003-130-60-0083 �irrr.i.m111N1�•���
500-01S-13W-002-430-60-0083