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Home My WebLink AboutZ-8519 Map 2SITE PLAN LOT 3 OF THE (L A��}�NO��y)F AT MAE'Vn LTI rM ROCK, FULASKI COUMff, ARKANSAS - JANUARY 18, 2010 ZONED PD-R LEGAL DESCRWnON Lands lying in the Southwest 1/4 and the Southeast 1/4 of the Northeast Quarter of Section 3, Township 1 South, Range 13 West, Pulaski County, Arkansas more particularly described as follows: Commencing at a 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 seconds East 324.50 feet; thence North 00 degrees 00 minutes 00 seconds East 421.72 feet to the point of beginning; thence North 89 degrees 45 minutes 50 seconds West 204.01 feet; thence along a 21.2209 degree curve to the right 71.58 feet to a point having a chord bearingg and distance of North 82 degrees 10 minutes 09 seconds West 71.37 feet: thence North 4 degrees 34 minutes 28 seconds West 45 31 feet: thence North 00 degrees 48 minutes 05 seconds East 353.40 feet: thence South 89 degrees 45 minutes 51 seconds East 315.00 feet: thence South 00 degrees 14 minutes 10 seconds West 374.69 feet to the point of beginning containing 2.705 acres more or less. RIGHT OF WAY DEDICATION: Lands lying in the Southwest 1/4 of the Northeast Quarter of Section 3. Township 1 South, Range 13 West, Pulaski County. Arkansas more particularly described as follows: Commencing at a 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 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 having a chord bearing and distance of South 38 degrees 57 minutes 08 seconds East 31.00 feet: thence South 89 degrees 45 minutes 50 seconds East 129.33 feet: thence along a 17.3825 degree curve to the right 87.49 feet to a point having a chord bearing and distance of South 82 deggrees 10 minutes 08 seconds East 87.23 feet; thence South 74 degrees 34 minutes 28 seconds East 125.09 feet: thence along a 21.2289 degree curve to the left 71.581 feet t0 a point having a chord bearing and distance of South82 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 4 minutes 10 seconds 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 7.23 feet: thence North 74 degrees 34 minutes 28 seconds West 125.09 feet: thence along a 21.2209 decree curve to the left 71.58 feet to a point having a chord bearing and distance of North 82 degrees 10 minutes 09 seconds West 71.37 feet: thence North 89 degrees 45 minutes 50 seconds West ]49.91 feet: thence along a 65.4825 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. CERTIFICATE OF PRffiAvIINARY SURVEYIIId(i ACCURACY $`* I, Robert 0. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision and boundary markers shown represents a boundary survey made under my supervision and boundary markers shown hereon actually exist and their locations, type and material are correctly shown. The plat has been surveyed and duly _r filed for record the offices of the sl� a surveyo and th county circuit clerk within the last (7) years. :_ 0 Date of Execu on` ROGER D. HOL WAY REGISTERED LAND SURVEYOR NO. 83. ARKANSAS CERTIFICATE OF PRK24 ARY ENODURNI 0 ACCURACY I, Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering requirements of the North Little Rock Subdivisiojn)Rul and Regulat] ns have been complied with. Date of Execution ROBERT D. HOLLOWAY O P REGISTERED PROFESSIONAL li ENGINEER NO. 2335. ARKANSAS 555�� rfJ ~ STATE OF •' n',wEa�_` �� / R ,�,. - =,, IN jSIGNA �' 11 1��C 4 e �`14 AL LA AB�j-, SAS / 7'SIDEWALK �1T 7 �1 J + o 4, LOT N CONCRETE PAVING BB s 1 S T e EB ,, / �� 2.705 AC. a/ P 4S 1 N 1 o ,, 10 I 25 N0. 2 35 Q' �o� m _ to_u - 'SI EW LK ` p �+ P �' CERTIFICATE OF PREIDIARY PLAT APPROVAL �■,,.r�,, �.i� / _J 49 All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal to a preliminary plat have been /• w t a fulfilled, approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certifica a shall expire on ]3 _ 9-4 ----- j}�MP os 50" S 65.00' Date of Execution Chairman, Little Rock ��{{II fV / I Planning Commission .� r. , / m ,1.0% -- CONCRETE FUTURE CERTIFICATEOFOWNlEt `O RAMP •, d� N PAVING ACCESS 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 - 7T �\ 5 5 o �- HARED ACCESS hereby lay off, plat and subdivide said real estate in accordance with this plat. N EASEMENT / 0 8• ♦ i Date of Execution Source of Title: 2009045701 Instrument No. 111 1 / Garth Development. LLC Robert Garth 9800 Maumelle Boulevard North Little Rock, AR 72113 %`/w a L� TO a / Y",s GATE 1�t 414 u� o 0 / 7 20. z5. .0' ' . 25:._ 6 00 7 a)o / ° x o M { CU �IV, ., ? 7 9y CO ii RLkIAIN T T1�7RAMP \ �69 \ �I , N 7 - ' / �'' I 5'SIDEWALK i bB- FFF------uuu--- � � r� - � i _ � � ` � '�R c+ DI�IPSTE W/. N 1 ENCLU RE: i P ... r \ n?� - 22' 10' - 22 % RAMP ... �,-A C2 f HALT PAVING -- � I 1 �p0 _ LANE_ N ' J o-SB9'45' 0"E 160.04t, ( O - A o t' �Di. `'.,. N� �y, - X .. �,`: I ., Z p O0 2.5% 00 JI ` C7 582']0'09"EW 79. ¢ m ~ a _ g"yl M N FRO o rn \ 30 l �D 4;X7 NS 9 I I. :: m 1. -. _> I I / I jt N �i0Ell - 1 \ / 0 8� O A. L. _ , -.-- , 2_." __ , / .•. ...(�'°� a .. 04--is� w w _-•---.� w w _ , n„ ( .. • uell (D lie ■Ul ■ 1 GRAPHIC SCALE 1"-30' 0 30 60 BASIS OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NAD-63 TYPICALPAIt�] U NTS 9 9 ANACCESSIELE VA ANDARD V ST AIL HANDICAPDETAIL HAPIDICAPDSl NTS NTS FOSIED FAGIS MON. 20534.066 K938.061 QUANTITATIVE DATA: N I !'' "�$,WO-RQwL��iiIC:ON I `\�� OUI'LE 7.. 34' o�� \�` :, �� / ' _ - - - CCESS & S 45'50"E 204.01' I o]ROADWAYxJFUTURE AEXTENSION /% _ _ _ _ �/ r .� , 1 ti 1A`UY LITY 6. tiff �� \ \ co .. >, i .DRAINAGE �, I(,� I 1 Sn•i nwrrTRDTUT�rrn Dv A \ Y c SE COR. •arm o a N90'00'00'E SW 114,NE 114.SEC. 3 " a --Q T-1-S. R-13-W. 327.89PUL.CO.,AR SOLID NOTES: j o 36'-0" BC TO BC SODDING �,� 1 CONTRACTOR TO CONTACT ARKANSAS 'ONE -CALL' PRIOR TO ANY EXCAVATION WORK. n ¢ SOLID EDGE OF PAVEMENT 32'-0" PAVEMENT SODDING L2,_0. 3" ASPHALT PROFILE GRADE 3t] MAX CLASS 3 OR 4 WEARING SURFACE 1 m CURB & GUTTER 2% SLOPE y 3' IApX m L L URS 9" CLASS 7 BASE COE AT 100% COMPACTED SUBGRADE p MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY. 01 GENERAL NOTES OVER GEOTECH FABRIC 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 T-]80) . M AASHT o SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMU AA HTO T-191) cu o DENSITY OF 100% MAXIMUM S i � a 3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED 70 A o N 0 4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. Cum v 5. THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. J 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 Msbelvale, L.L.C. 12. Occupancy of the proposed structure will be limited to pars is 55 years of age or older. 13. The maximum constructed building height for the new cons tru pion is 51 feet. 14, The dumpster pickup and service hours shall be limited to d ylight hours. 15. All sidewalk areas to be maximum 2% cross -slope & 5% max r nning slope. e. 1. 8 I. F.1'PIPESE COR. o I~ SW 114,NE 114.SEC. 3 g 7-1-5.R-13-W. N90'00'00'E PUL.CO.,AR 324,60' ACREAGE PER 40 FLOW/WATER FIRE PRESSURE STATIC WATER PRESSURE: APPROX.73 PSI SE 1/4. NE 1/4, SECTION3 3.21E ACRES RESIDUAL WATER PRESSURE: 65 PSI ISW 1/4, NE 1/4, SECTION 3 0.897 ACRES 1500 GPM AVAILABLE FIRE FLOW MAX.FIRE FLOW: 7000 GPM WITH 20 PSI TOTAL 4.155 ACRES TOTAL PARCEL SIZE 2.705 Ac PROPOSED USAGE ELDERLY HOUSING RATIO OF BUILDING COVERAGE 18.9% FLOOR AREA 22,314 SG.FT. TOTAL PARKING SPACES 58 SPACES ADA ACCESIBLE PARKING 3 SPACES CURVE DATA TAG F A R L T D C CS 101'36'36" 20.00 35.47 24.53 286.48251 31.00 C2 15'11'23" 330.00 87.49 44.00 17.3626 87.23 C3 1511'23" 270.00 71.58 36.00 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 C6 48'11'38" 20.00 27.35 16.30 286.4825 25.27 C7 15'11'23" 300.00 79.53 40.00 19.0988 72.30 CB 1 15'11'23" 1300.00 79.53 40.00 19.0988 79.30 LEGEND FOUND IRON PIN 0 FIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT 0 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 N 100 YEAR FLOODPLAIN AS SHOWN O F EMA FLOOD RATE MAPM050181092F, DATED 1/19/01. SURVEY CODE: 500-0]S-13W-003-120-60-0083 500-01S-13W-003-130-60-0083 C .H fA C O .N N .ti d1 L R LL f CC O N 01 N a-+ O C T n d) U .�, N r_1 01 13 N U 4-1 D fp En OF A(/T''�e, y0:� THE HOLLOWAY: 9 0 FI INC. NCE N. 87 LITTLE ROCK PLANNING (COMMISSION PQ rROVED, SUBJECT TO THE CONDITIONS A"' NOTED IN THE PLANNIN�P MISSION MINUNRE_�Ll'�_ t CORDDfiiEDc