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Home My WebLink AboutZ-8519 Map 1�jjj� ��SaaITE PLAN OFw�v �+ �+ ®T ®F �j 1rll IG ®R�i.e1� 1l 1GLVAE IiOME DEPOT �-� THIS P�iiT N LITTLE ROOK, PULASICI COUNTY, ARKMSAS - JANUARY 18, 2010 / �- RECORDED AS *� ZONED PD-R r ^ BOOK'H'.PG.882 d LB(3AL DESCRIPTION CURB DATED 5/11/05 - �G PROPOSED 8"SEWER MAIN EXTENSION INLET ZONED C-3 EXIST lMH - - Lands lying in the Southwest 1/4 and the Southeast 1/4 of the Northeast Quarter of BOLT SW40'09"W 11.42• RIM 306.33 I0h W - - - � '- - - - - - - - - pq=HOPE Section 3. Township 1 South, Range 13 West. Pulaski County, Arkansas more CAPPF0_iIN-- � INV.299 88 N ¢ particularly described as follows: JOE WHITE S m a , ��:OO� S S _ found 1' pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3; thence North 90 degrees 00 minutes 00 ` - Commencing at a ou P 00 minutes 00 seconds East 421.72 feet to the point of beginning; thence North 89 PROPOSE p .. seconds East 324.60 feet, thence North 00 degrees degrees 45 minutes 50 seconds West 204.01 feet: thence along a 21.2209 degree curve to the ri ht 71.58 feet to a point having a chord SEWER MH : �.� .. S S S right 9 distance of North 82 degrees 10 minutes 09 seconds West 71.37 feet, thence North 74 degrees 34 minutes 28 seconds _ :ring and dicta - bears a East 353.40 feet: thence South 89 degrees 45 minutes 51 seconds s 05 seconds E-..-..,. ..,� . g f thence North 00 degrees 48 minute _ .. West 45.31 feet; he point of beginning containing 2,705 acres ) f eet to t- .......................:.................................................... ... East 315.00 feet: thence South 00 degrees 14 minutes 10 seconds West 374.69 P 9 9 9 V more or less. _ RIGHT OF WAY DEDICATION: ��- - ---- -�Q Lands lying in the Southwest 1/4 of the Northeast Quarter of Section 3, Township 1 South, Range 13 West. Pulaski County. Arkansas OUTLEP DSSRANI DE SETBACK 6 J4j ARY SEWER EASEMENT �� more particularly described as follows: 306 DETENTION 307 Commencing at a found 1" pipe at the southeast corner of SW 114, NE 1/4 of said Section 3: thence North 90 degrees 00 minutes 00 3 SF 308 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 m 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 having a chord N .."...31.0..31 bearin and distance of South 38 deggrees 57 minutes 08 seconds East 31.00 feet; thence South 89 degrees 45 minutes 50 seconds feet• thence aIon a 17.3825 degree curve to the ri ht 87.49 feet to a point having a chord bearing and distance of South .. gg g ^.- 1 . East 129.33 n ast 87.23 feet: thence South 74 degrees 34 minutes 28 seconds East 126.09 feet: thence along a .� V 82 deggrees 10 minutes OB seco ds E s 21.2209 degree curve to the left 71.5I feet to a point having a chord bearing and distance of South82 de rees 10 minutes 09 seconds g East 71.37 feet: thence South 89 degrees 45 minutes 50 seconds East 204.01 feet: thence South 00 degrees 14 minutes 10 seconds pp o - CO West 60.00 feet: thence North 89 degrees 45 minutes 50 seconds West 204.01 feet; thence along a 17. 626 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 97.23 feet: thence North C Q g 15 .0' �' a 74 degrees 34 minutes 28 seconds West 125.09 feet: thence along a 21,2209 degree curve to the left 71.58 feet to a point having a r1 0> I chord bearing and distance of North 82 deggrees 10 minutes 09 seconds West 71.37 feet; thence North 89 degrees 45 minutes 50 0 j `.° otcSouthW53tdeg9ees 03 minutesc06 seconds2West825.2725 gfeetree ctpvtheopointthe loftbeg!:nning27.35 econtaint to a pngn0.898iacrescmore orhord aIaaa and distance �ti"�� N % SIDEWALK CTRtTHgCATE OF �.ri1i NARY SM VSYDTG ACCURACY STATE OF I. Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision 9� and boundary markers shown represents a boundary survey made under my supervision and boundary markers shown b "NC• :: C4 ~ hereon actually exist and their locations, type and material are correctly shown. The lat has been surveyed and duly p .0.� clerk within the last (7) years. =�' filed for record the offices of the sa surveyo and th county circuit- p 41 Date of Execution' ROBER D. HOL WAY ,/' ,j '••,,D.IIO,,, c� ��. �,��, REGISTERED LAND SURVEYOR '''��'AI LAB. `�� W i Q 0 N0. 83. ARKANSAS��y•" a .. • ° . ~ CBItTHWATE OF PRELD&NARY ENOII�INO ACCURACY 1�A T two •t,_ •� S. I, Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering / AR IhA�1 5 A S _ / m z` 7'SID: I 9 requirements of the North Little Rock Subdivision Rul and Regulati ns have been complied with. / e e *{{ ,q , LV 1 J N C CONCRETE PAVING 2t� 6P;s of RESISTS EB o /#4} a� �' 2.705 AC. / 9 Date of Execution ROBERT D. OLLOWAY % p REGISTERED PROFESSIONAL 66 �; jflfj' Tx f ta• o / ENGINEER NO. 2335. ARKANSAS l 10 / LA NO. 2 35 Q' ni - SILEWIL:K 0 Fi�('S �-- RAMP irH / CERTIFICATE OF PRBLad]NARY PLAT APPROVAL a 9g /� f All requirements of the Little Rock Subdivision Rules and Reggulations relative to the preparation and submittal to a preliminary plat have been . a, w H f fulfilled, approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire on N-U / 0 0 N y 11 N D H 9'4 '50''E 65.00 pMP�oy / Date of Execution Chairman, Little Rock ♦ _ f Planning Commission �•-1 f m 1.0% � _ �� --� CONCRETE S FUTURE CBRTIFICATSOFOWNER Co m RAMP S cv I PAVING ACCESS 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 ^ •# ro S S hereby lay off, plat and subdivide said real estate in accordance with this plat. r - HARED ACTS N /� ��o g, � EASEMENT i ri,� qy i/' �� f GATE I� GATE �j U _ I Date of Execution Garth Development, LLC o p, 7 .0' T "25'^ 620' ` 25' QO Robert Garth m M North MLittlee Boulevard c / - %� Q N� M Source of Title: 2009045701 North Little Rock, AR 72113 o W. _ }{ of 1 tr1 Instrument No. cn a) CIE EDGE OF PAVEMENT SODDING 2,-0• 32'-0" PAVEMENT 3.1 CLASS 3 OR 4 3" ASPHALT PROFILE GRADE + MAX CURB & GUTTER 2% SLOPE WEARING SURFACE 3;1 m N X L. ro L " 9" CLASS 7 BASE COURSE AT 100% COMPACTED SUBGRADE 0 MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY. U) GENERAL NOTES OVER GEOTECH FABRIC 0 1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED I TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) 0 2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS. o SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180). N o 0- 3.CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191). o (ov o 4•CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS SLOPE. N mu o 5.THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. J 1 TYPICAL STREET DETAIL 2. PARKING LOT LIGHTING TO BE MERCURY VAPOR 'SHOEBOX' TYPE W/20' HIGH POLES W/ DOWNWARD LIGHTING ANGLE TO PEVENT LIGHT TRESPASS TO NEIGHBORING PROPERTY. 3. WATER SERVICE TO BE CENTRAL ARKANSAS WATER. 4. SEWER SERVICE PROVIDED BY LITTLE ROCK WASTEWATER. 5. BUILDING HEIGHT IS APPROXIMATELY 51'-0" General Notes 1. There will be approximately 650 feet of new road construction. 2. Detention is provided in the ponds at the north side of the lot. 3. No Designated Wetlands lie on the Property. 4. All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water. 5. All disturbed areas to be seeded, fertilized, watered and mulched. 6. All landscaped areas to be irrigated. 7. All new streets shall have street lighting and signage per Little Rock Standards. 8. All first floor finished elevations to be minimum 1'-0" above the 100 Year flood elevation. 9. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP. 10. All dumpsters are within a brick, gated enclosure. 11. Open Space Tracts A shall be maintained by The Orchards of Ma elvale, L.L.C. 12. Occupancy of the proposed structure will be limited to persons 55 years of age or older. 13. The maximum constructed building height for the new construction is 51 feet. 'm' 14. The dumpster pickup and service hours shall be limited to da y 1 ght hours. 15. All sidewalk areas to be maximum 2% cross -slope 6 5% max. run ing slope, r Vl. VV., Nfl 324.60- FIRE FLOW/WATER PRESSURE ACREAGE PER 40_ STATIC WATER PRESSURE: APPROX.73 PSI SE 1/4, NE 1/4, SECTION 3 RESIDUAL WATER PRESSURE: 56 PSI SW 1/4, NE 1/4, SECTION 3 1500 GPM AVAILABLE FIRE FLOW MAX,FIRE FLOW: 7000 GPM WITH 20 PSI TOTA'_ VICINITY MAP GRAPHIC SCALE 1"-30' 0 30 50 BASIS OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NAD-83 'I-MCAL rAkkUNii �.�.y._. NETS { 91 I I I 9 I I I I STANDARD VANACCHMILE HAMICAPDBTAM HANDIC"DETAIL NTS NTS QUANTITATIVE DATA: TOTAL PARCEL SIZE 2.705 Ac PROPOSED USAGE ELDERLY HOUSING RATIO OF BUILDING COVERAGE 18.9% FLOOR AREA 22.314 SQ.FT. TOTAL PARKING SPACES 58 SPACES ADA ACCESIBLE PARKING 3 SPACES CURVE DATA TAG F A R L T 0 C C1 101'35*35" 20.00 35.47 24.53 286.4825 31.00 C2 15'11'23" 330.00 87.49 44,00 17.3626 87.23 C3 15'11'23" 270.00 71.58 35.00 21.2209 71.37 C4 15'11'23" 330.00 87.49 44.00 17.3626 87.23 C5 15'11*23' 270.00 71.58 36.00 21.2209 71.37 C5 48'11'38" 20.00 27.35 15.30 286.4825 25.27 C7 15'li'23" 300.00 79.53 40.00 19.0988 79.30 C8 1 15'11'23" 300.00 79.53 40.00 1 19.0988179.30 LEGEND FOUND IRON PIN O FIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT O CM CENTERLINE OF ROAD - RIGHT OF WAY - - - LOT LINES FENCE LINES - X X - EASEMENT LINE - - - - - - - - -- ELECTRIC LINE E E SEWER LINE WATER LINE W W THERE ARE NO PORTIONS OF THIS LOT INCLUDED 3.218 ACRES 100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD AT MAP#050181092F DATED 1 19 01. 0.897 ACRES RATE / / SURVEY CODE: 500-01S-13W-003-120-60-0083 4.115 ACRES 500-01S-13W-003-130-60-0063 LITTLE ROCK PLANNING COWSSiON AAPPFl D,SUBJECTTOTHECONDITIONS AE NOT:D 141 THE PLANNING 0 MISSION MIND E RECORD DATED ' 1 G RY- V z CD H w fn EW O 1... J H �.�.. > H L3 O Z Q J O a �■ W 0 Z Z T O H Er W C 0 N U) ti d) L 4J (0 D 0 00 OD 0 Ln f+T CU I. d) M 0 ti Ae O Q d t!1 N U E Cu X C3 X 1 C334-) cc � Cu Q\) � N C 3 � a) O) N U 41 � d) OF Ali r` ��• O� 3w :THE H LOWAY%. x o • FIR y,INC. NCE o N�BI9