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HomeMy WebLinkAboutS-1649-A Map 1GRAPHIC SCALE 1"=100' 0 100 200 -N- BASIS OF BEARING Q NECOR. STATE PLANE COORDINATES SW 1/4,NE 1/4,SEC.3 ARKANSAS NORTH ZONE NAD-83 T-14,R-13-W, ML.CO.,AR NOT FOUND I I F.i.5"PIPE ON LINE F. CPS ;2 0 o� U' I F- cc co m U w Lu N - o � x� D LWILLIAM:S ZONED R-2 ' F.2"PIPE S88'18'41'E 26.44' CERTIFICATE OF PRE AWARY FLAT APPROVAL Rock vision Rules and Re ula tions All requirements of the Little o Subdivision q g have been relimin r lot a D relative to the preparation and submittal to a a elati e e p Y D P P fulfilled, approval of this plat is hereby granted. subject to fur ther r provisions of said rules and regulations. This certificate shall expire on Date of Execution Chairman, Little Rock Planning Commission C RTMCATE OF OWNER 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 Development, LLC Robert Garth 9B00 Maumelle F+nulevard Source of Title: 2009045701 North Little Ronk, AR 72113 Instrument No. HOME DEPOT RECORDED AS BOOK'H'.PG.BB2 DATED 5/11/05 ZONED C-3 S88*18'41"E 252.29' F. OL S00049'09°W 11.42' S89*4 -569'45'51�E 314.99'v v v v v v SWA53i'E 274.33' V S89'45,'51-E 279. i% 47UTILITY 6 F.CAPOED PIN DRAINAGE EASEMENT w JOEfWHITE 15'SETBACK & LOT 1 UTILITY & DRAINAGE EASEMENT 1.018 AC. 10'UTILITY,& DRAINAGE EASEMENT --'I I v ` LOT 3 �10'UTILITY 6 DRAINAGE �71 C� N89'13'59'X 284.92° m 2.705 AC, EASEMENT LOT 5 � w 2.404 AC. 2 ? w'o S89'45'50'E 65.00' �W LOT 2 `: e (, , - LOT 4 W 2 SHARED ACCESS 2.360 AC. w J 1.226 AC. = EASEMENT N o (V 25'SETBACK zLIP c� S82'10'08'E 87.23' S38'57'08"E 31.00' a (� RICESWill _ E 1- 29�3 N LANE, j �LO 6 -N1 f 0 v� 10'UTILITY 0 '4 ' 60 4' $ �•L 7$_28'E 45.3;' - c1 I 6 DR AINAGE C) m LOT 6 2.404 AC. :'�:�•:•::�' ;, r�.: O THIS PLAT OD `L OD ._; :' ::. , •_-: ,.:'�''.: is ::';: ". .:'; - (P P S89'28'11"E 330.43' F.1/2"PIPE F.1.5 PI E N NLI E ,. >::::;..:{.;.. 5 ::: '. ' ` U 01) N LTI= ROCK CONSERVATIVE DEVELOPMENT CO ZONED C-3 ml 2.039 AC. \09 0 82 !0 09'E :' S0.7g•©� `� EASEMENT- -- - - h C7 79.30' S74 3q•ZB.; - 19'45`r0'1�20�-. N89'45'50'W 274.33' NB9'45'50'0 279.45' N89'45'50'W 279.4G' N89'45'50'W P35.18' nl C6 \ 9'45 50'X ..149 9i'..... C CB SB2 582 0 N82'10'09'X 1.37' ly7q ?0. 4 e6 7�f0 09 S39 4' 50'E 204 0 ROADWAYEXTENSION- N51'03'06'E 25.27'�� S.1RA('1 A' 1p6 C4 30'� S82 10'o'I'EMB7.23' iii o9 O Nag 45'5o'W 2Dd.0i' PROPOSED ROW DEDICATION 0.898 AC. I N N11'52'02'E 49.03_ OM2AC1WS N89'.45 59'W, 66 £9' �.. ,-,-,_ ;e _ _ a _.a _ ,- �Tt ?� `� '' �If89:_45'50'W7°1302.86' POB-ROW DEDICATION 01 &50.14.10'W 10.00' POB -TY s j 1 PCIB-ROW DEDI TION#2 oRAINi3E EASEMENT N89 * w$, $0"W �99�.12 PROPOSED PAG MOM. W N120464.882 S S Q I' E1196739.857 n w o Q '1 Z o Zoo o! N (3EU C 8t PRANCES MARTIN 0- o- z T a� o�• . Iyn ZONED C-3 m N I \U 0f".i O O o . m -•w - W P ,r 0 Loo o¢ 3"' Wu' o'm F t n) 47 Iq U N N W W C o m . a Z wI0 E z o' General Notes L a L U fm 327.89' -. �..F. ... N N90'00'00"W i N N9O'00 00"W O 354.55' C 3 L L 0 i L E m r u H CURVE DATA N TAG a R L T C C 0 L a N ro a0 n m 0 C1 101.35'36' 20.00 35.47 24.53 2B6.4825 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 l7.3626 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 79.30 CB 15'It -23" 300.00 79,53 40.00 19.0988 79.30 ul C_ LEGEND ro FOUND IRON PIN O FIP u 0 SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT Q CM N to CENTERLINE OF ROAD - 0 RIGHT OF WAY - - - - 0 LOT LINES N 0 E FENCE LINES -X X- 0 o or or EASEMENT LINE ---------' o N N ELECTRIC LINE E E 1_'. N N r SEWER LINE i N o WATER LINE -W-W J n 00 1. There will be approximately 650 feet of new road construction 2. No Designated Wetlands lie on the Property. N90'00'00%. 324.31' _1 3 andCentralArkansasWater. All will tied the Little Rock Wastewater Sewer Systems F.1"PIPE 4. All disturbed areas to be seeded, fertilized, watered and mulched. SE COR.,SW 1/4,NE 1/4,SEC.3 T-1-S,R-13-W, 5. All disturbed areas must be sodded. Ong, 1-1/2' tree per every 2 units. Six 1-gallon shrubs per unit. PUL .SKI CO.,AR 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. 8. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP. 3 i 0 ¢ SOLID SODDING r2_0 LOT 8 o N 2.416 AC. N r. Q 0 _ N89'28'11'W F.2"PIPE s m N I" I" I - 111 lll •\ I� l I" I . •\ I (�> I MOAN 0M11T Z CD .► Ul �--I O WLO J LL1-f Z Q O Z L11 m .-�'• 7 Z e•, T Cu V Z C: > c > f0 L L O Q >T aU d) uD � V E O 7 N X MABIE'LVALE ADDHTHON n .I.• 11 1L 1LZ ROCK, .L UIL.Ii'i S Its\ II COUN1L 1L y ARKANSAS <i JULY 229 2010 i a ZONED C-3 & R-2 o: Legal De xhkon V7 u~i m o Lands lying in the Southwest 114 and the Southeast 114 of the Northeast Quarter of Section 3 bQ� Z and in the Sd 114 of the td 114, Section 2 all in Township 1 South. Range 13 West, Pulaski County. Arkansas more particularly described as follows: W Z Commencing at a found !' pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3: 0 thence North 90 degrees 00 minutes 00 seconds East 324,31 feet; thence North 00 degrees 00 N minutes 00 se onds East 351.72 feet to the point of beginning; thence North 89 degrees 45 minutes 50 :e onds West 562.29 feet to a point on the east right of way of Mabelvale Pike; thence contin a along said right of way line North 11 degrees 52 minutes 02 seconds East ►a 472.20 feet; hence leaving said right of way line South 88 degrees 18 minutes 41 seconds East 252.21 f et; thence South 00 degrees 49 minutes 09 seconds West 11,42 feet; thence South 89 degrees 45 minutes 51 seconds East 1625.85 feet; thence South 01 degrees 20 minutes 35 seconds West 144.78 feet; thence North 89 degrees 45 minutes 50 seconds West 1302.26 feet to the point of eginning containing 19.718 acres more or less. -� Right of '9 Fay Dedication #1 - Richsmith Lane Lands lying i the Southwest 1/4 of the Northeast Quarter of Section 3. Township 1 South, Range 13 We:t Pulaski County, Arkansas more particrl rly described as follows: Commencing of a found 1' pipe at the southeast corner of Sw 114, NE 114 of said Section 3; thence North 30 degrees 00 minutes 00 seconds West 327.89 feet; thence North 00 degrees 00 minutes 00 se onds East 402.44 feet to the point of beginning; thence North !1 degrees 52 minutes 02 fe onds East 102.10 feet; thence along a 286.4825 degree curve to the left 35.47 feet to a Dui t having a chord bearing and distance of South 38 degrees 57 minutes 08 seconds East. 1.00 feet; thence South 69 degrees 45 minutes 50 seconds East 129.33 feet; thence along 17.3626 degree curve to the right 87.49 feet to a point having a chord bearing and distance f South 82 degrees 10 minutes 08 seconds East 87.23 feet: thence South 74 degrees 34 mi utes 28 seconds East 126.09 feet: thence along a 21.2209 degree curve to the left 71.58 fe t to a point having a chord bearing and distance of South 82 degrees 10 ;L minutes 09 seconds East 71.37 feet; thence South 89 degrees 45 minutes 50 seconds East 204.01 m feet; thence South 00 degrees 14 minutes f0 seconds West 60.00 feet: thence North 89 degrees 0 45 minutes 5 seconds West 204.01 feet; thence along a 17.3626 degree curve to the right 1v 87.49 feet 1. 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; g thence alon[i a 21.2209 degree 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 149.91 feet; thence along a 286.4825 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 Vest 25.27 feet to the point of beginning containing 0.898 acres more or less. Right of Way Dedication #2 - Mabelvale Pike Lands lying in the Southwest 114 of the Northeast Guarter of Section 3, Township ! South, Range 13 West, Pulaski County, Arkansas more particularly described as follows: )GO Commencing at a found 1' 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 Pi e; thence continue along said right of way line North 11 degrees 52 minutes 02 seconds East 472.88 feet; thence leaving said right of way line South 88 degrees 18 minutes 41 seconds E st 26.44 feet: thence South !1 degrees 52 minutes 02 seconds West 472.20 feet to the point of beginning containing 0.282 acres more or less. CERT99CATEOFPRELZA 1ARYSURMWOACCURACY 9. All dumpsters to be within a brick, gated enclosure. I, Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made node my supervision f0. A]1 future phases and street/infrastructure improvements to be completed and boundary markers shown represents a boundary survey made under my supervision and boundary marker shown as each lot is final platted. and material are correctly shown. hereon actually exist and their locations,tsur The plat has been s rveyed and duly It. An 80' diameter temporary gravel turn -around shall be provided at the end of each phases filed for record in the offices of the ayor an th my circuit clerk within the last (7 years. of roadway construction. -��L�� 35'-0" BC TO BC -EDGE OF PAVEMENT 32'-0" PAV 3 OR 4 3" ASPHALT PROFILE GRADE & GUTTER /WEARING SURFACE / 1� 2% s_.-_ SOLIC 9" CLASS 7 BASE COURSE AT 100% ' COMPACTED SUBGRADI MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY. GENERAL NOTES OVER GEOTECH FABRIC 1. IN AREAS TO RECEIVE BITUMINOUS PAVING• CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) 2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180) 3.CRUSHEO STONE MATERIAL IN ACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191). 4.CENTERLINE PROFILE WILL R QUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. 5. THICKNESS SHALL BE DETERM NED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. TYPICAL STREET DETAIL / TE % Date of Execution ROBERTED. HLANDWSURVEYOR .��' CyZSTE12 ��,,��' 1`(AR Afi 4' / f! N0. 83, ARKANSAS STATE OF''•.,. a 0 i CERTIFICATE OF PRELMNARY ENGRUM `IO ACCURACY AfA I, Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineers g requirements of the North Little Rock Subdivision Rules ,nd Regulations aye a ( omplied with. 4 z' be _ , Date of Execution ROBERT D. HOLLOWAY V REGISTERED PROFESSIONAL ACREAGE PER 40 ENGINEER NO. 2335, ARKANSAS SE 1/4, NE 1i4, SECTION 3 13.206 ACRES SW 114. NE 1i4, SECTION 3 3.420 ACRES SW 114, NW li4, SECTION 2 3.374 ACRES TOTAL 20.000 ACRES L LN1 ; n non"` * . t* i RE ISTERIE ZOO No.2335 `'STD. xo`; 01' AUT '0 . , y 2: '- C " THE FIR HOLLOWy x NO.1879 41. ��.... AS-ENG....�• C o) C 0 CO H a d L 6 51 cc _ \ N Cl CNu C � T m o n U ti CDQ) 4., (0U a N Tmmmml • O THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE } 100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE V RATE MAPN050161092F, DATED !/!9/01. SURVEY CODE: 500-01S-13W-003-120-60-0083 500-015-13W-003-130-60-0083 500-01S-13W-002-430-60-0083 F i V, I1.0 JUL 2 y 2010 fi3Y: