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HomeMy WebLinkAboutS-1649 Map 2GRAPHIC SCALE 1"=100' 0 100 200 -N- BASIS OF BEARING NECOR. STATE PLANE COORDINATES SW 1/4,NE 1/4,SEC.3 ARKANSAS NORTH ZONE NAO-83 T-1-S,R-13-W,. PUL.CO.,AR NOT FOUND I �F.1.5"PIPE ON LINE I I t F. CERTIFICATE OF PRELDMARY FLAT 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 CERTIFICATE 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 9800 Maumelle Boulevard Source of Title: North Little Rolk, AR 72113 Instrument No. 2009045701 S DJLV;E LAMS -- 'Er-)NP-2 HOME DEPOT-_ - RECORDED AS BOOK'H .PG.882 >,,F.2"PIP BAT69 ZONED C-3 ,,-588 18 41 6 44' --' - �_S88°18'41"E 252.29' . OLT S00049'09"W 11.42' - - SRo°dS't1"tFr u�sttt• 711 JTILITY & AINAGE EASEMENT " F.CAPPED PIN JOE WHITE � TBACK & Wam 1 /y _� I /, I WOODEUNDEVELOPED/ff UTTILIILITY 6 ORAINAG EASEMENT / AC. o i .018 m 10 UTILITY,& DRAINAGE EASEMENT- I / - - � � 1 'W 1? ------ - T t � , 6 DRAINAGE-'__ 284.92' m 2.705 AC. EASEMEN10 n2 m� o 50-E: S89'45' r 65.00' � \� c 'I 2%AC, N W �582 a SHARED ACCESS - EASEMENT----��._ 0 25'SETBACK N a fo oe -S38'57'08"E 31.00' ? (� RICHSMIIH 2- 9. o LANE ~ o l O f �0 c� � 10'UTILITY i" 2;\\ ` fig•n Zz4 8'E 45,31' ' �' & DRAINAGE �EASEMENT, �v C5�� CB B2 f0 S82 10'09"E 7� \�`�� f- FUTURE ACCESS � N82'10'09'W i.37' 4 4 �� Q9' �;S89-45'50"E ,20�,/� ROADWAY EXTENSION N5163'O6"E 25.27'�OjS'7ACI"A' d2B B<�C4" ��� S82'!0'09'E 87 23 v � ��+pp� Og' Vv`N89 45'5o'N.,.204 of DEDICATED ROW 0.698 AC. 1'52_�02'E 49.03_ Qj32dJ8g`45 B-ROW DEDICATION#1 500'14 10"W fo.00' POB ROW DEDICATION #2 DRAINAGETE,.:i "MENT ? N89045'50"W 1991.12' 1 --� PROPOSED PAGIS 144�0N. N120464,882 �E1196739.857 Zo Z o oi. GEO C &PRANCES MARTIN 0's� ZONED C-3 \w W.,W o� O In °3 W O-m L O;m N .fl Z CL z CL T L n7 E 327.89' -� N90'00'00"W i N90'00'00'W 364.55' m L U m V 0 � Io1N 0 ov z to ti N °o o¢ v 0 cu C O U a L U U Ir L +' CURVE DATA aS Y i fu m E to 0 TAG & R L T D 1 C CS 101'35'36" 20.00 35.47 24.53 2B6.4825 31.00 C2 15*11'23" 330.00 87.49 44.00 17.3625 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 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 15'1123" 300.00 79.53 40.00 19.0958 79.30 L LEGEND m U FOUND IRON PIN O FIP L SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT O CM m o CENTERLINE OF ROAD - ti RIGHT OF WAY - - - - o LOT LINES N 0 E FENCE LINES X X- / m o0 m EASEMENT LINE ---------' 0 0 cu 1� 0 . . ELECTRIC LINE E E c/u M culJ o SEWER LINE WATER LINE W W CO 14j F.1.5"PI ON LINE N LTIME ROCK \ CONSERVATIVE DEVELOPIv1E1`PI' c6 1, \\ LOT4 + 10'UTIL 3.338 AC. �� ziz Nolo F- F- W4W 11•E 330.43' F.1/2"PIPE N m M m ooN N DRAINAGE EASEMENT w N Q w, �i • a• 0 L r d Ln 3H J i ' ■n s = 110.iC • 1« LLJ ^ Boma • cu C VICINITY MAP 0 PRMHYUNARY PLAT OF' rl1FI: HLARD�S A T : . t AVT 1MUV1013_M5W�_yA W11,12-MA _.,Jll Tol =J3ROCK, PU L ASKI COUNTY, 1L , L'i11ESlE1\L'i1NSAS MARCH 19 20I0 � ZONED C-3 & R-2 ]C egal Descrip on S. . Lands lying in t 9 . outhwest 1/4 and the Southeast 1/4 of the Northeast Quarter of Section 3 NW < V and in the SW 1/ o the 114. Section 2 alf in Township 1 South, Range 13 West. Pulaski County. J Arkansas more pa ti ularly described as follow;: w Commencing at a louid 1" pipe at the southeast corner of SW 114. NE 114 of said Section 3; J thence North 90 c g ees 00 minutes 00 seconds h North r es 00 Last 3begin feet; thence00 degrees w minutes 00 secon G ast 351.72 feet to the point of beginning: thence North 89 degrees 45 3 minutes 50 seconds thence continue lloi iest 662.29 feet to a point on the east right of way of Mabelvale Pike: said right of way line North fi degrees 52 minutes 02 seconds East 2 472.20 feet: thence leaving said right of way line South 88 degrees 18 minutes 41 seconds East 252.29 feetthence 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 Q„ seconds West 444,78 feet; thence North 89 degrees 45 minutes 50 seconds West 1302.26 feet to Q the point of beginning containing 19.718 acres more or less. Right of Way 'cation #1- Richsmith Lane � � 1 Lands lying in the 114 of the Northeast Quarter of Section 3, Township ! South, � iL Range "Westla P19grees Southwest ki County, Arkansas ,1 0 more psrticul�arl d,scribed as follows: ,�[ Commencing at a ound 1' pipe at the southeast corner of SW 114, NE 114 of said Section 3; North 00 degrees 00 _ L L the North 90 00 minutes 00 seconds West 327.89 feet; thence minutes 00 seconds East 402.44 feet to the point of be inning: thence North !1 degrees 52 minutes 02 seconds Ea t 102.10 feet: thence along a 289.4825 degree curve to the left 35.47 08 feet to a point havinc seconds East 31.00 a chord bearing and distance of South 38 degrees 57 minutes fe t; thence South 89 degrees 45 minutes 50 seconds East 129.33 feet: V L thence alonga 17.362 degree curve to the right 87.49 feet to a point havin a chord bearin 9 L° and distance of Sout 82 degrees 10 minutes 08 seconds East 87.23 feet; thence South 74 Q de 34 minutes 28 seconds East 126.09 feet; thence along a 21.2209 degree curve to the -0 left 71.58 feet to al oint having a chord bearing and distance of South 82 degrees 10 4i minutes 09 seconds East 71,37 feet: thence South 89 degrees 45 minutes 50 seconds East 204.01 It feet; thence South 00 degrees 14 minutes 10 seconds West 60.00 feet: thence North 89 degrees 45 minutes 50 seconds 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 paint having a chord bearing and distance of Korth 82 degrees 10 minutes 09 seconds West 71.37 feet; thence North 89 V degrees 45 minutes 50 seconds West 149.91 feet: thence along a 286.4825 degree curve to the ]eft 27.35 feet to a Point having a chord bearing and distance of South 51 degrees 03 minutes 06 seconds West 25.27Ifeet to the point of beginning containing 0.B98 acres more or less. j Right of Way Dedication #2 - Mabelvale ]dike JLands lyying in the So thwest 114 of the Northeast Quarter of Section 3. Township 1 South, General Notes �v #N89'28'11'N-330.433' Range 13 West, Pulaski County, Arkansas C © N90'00'00"E 324.31' i. There will be approximately 650 feet of new road construction F.2"PIPE COGO more particularly described as follows: ] 1"PIPE Commencing at a found 1" pipe at the southeast corner of SW 1/4, NE 114 of said Section 3; E COR SW 1/4 1/4 $stC.3 2. No Designated Wetlands lie on the Propel ty, thence North 90 cegrees 00 minutes 00 seconds West 364.55 feet; thence North 00 degrees 00 ,NE , minutes 00 seconds East 354.56 feet to the point of beginning; thence North 89 degrees 45 1� '-1--S,R-13-W, 3. All Lots will be tied to the Little RocE Wastewater Sewer Systems minutes 50 seconds West 26.57 feet to a point which is also on the east right of way of and Central Arkansas Water. Mabelvale Pike; thence continue along said rluht of way line North 11 degrees 52 minutes 02 yULASKI CO.,AR seconds East 472.88 feet; thence leaving said right of way line South 88 degrees 18 minutes 4. All disturbed areas to be seeded, fertilized, watered and mulched. 41 seconds East 26.44 feet: thence South 11 degrees 52 minutes 02 seconds West 472.20 feet to the point of beginning containing 0,282 acres more or less. 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 CER•MCATEOFPRELOVENARYSURVEYINOACCURACY year flood elevation. I, Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision B. All driveways in the right of way shall be paved concrete. all drain pipe in and boundary markers shown represents a boundary survey ma a under my supervision and boundary markers shown the right of way to be RCP. hereon actually exist and their locations, type and mate aliare correctly shown. The plat has been surveyed and duly 9. All dumpsters to be within a brick, gated enclosure. filed for recor in the offices of the state sue ey an th p n y circuit clerk within the last (7) ye3rs. I,Iln unu„� -- - - � LISTER%. _-_t_e of ExecQticn - --' 0. HOLCONAY `��� �! ,... % REGISTERED LAND SURVEYOR STATE OF '. SOLID NO. 83, ARKANSAS SAS s 83 ? D% ' ' 35-0BC TO BC SODDING o : O cc SOLID EDGE OF PAVEMENT a StGh' TURF ,y, �'' SODDING 32'-0" PAVEMENT 3: d M4 CL SS 3 OR 4 3" ASPHALT PROFILE GRADE ¢ S 'fTD,HO X CUB & GUTTER WEARING SURFACE 2% SLOPE 3 1 MAX �O MAX �� --� CERTIFICATE OF PRELMI iARY ENGINEERING ACCURACY �� ', AL L � -v:y�.M4X /SITE 0fZ °...n n1100 3'. 1, I, Robert D. Holloway hereby certify that this plat correctly / _� represents a plan made by me and that the engineering requirements of the AI{KA $A S 9' CLASS 7 BASE COURSE AT f00% North Little Rock Subdivision Rules acid Regulations have been complied with. COMPACTED SUBGRADE MODIFIED PROCTOR DENSITY - REGISTERED AT 95% MODIFY PROCTOR DENSITY. / GENERAL NOTES OVER GEOTECH FABRIC _S c�� Ci C ?E r Pit 0FESSIONAL i. IN AREAS TO RECEIVE BITU INDUS PAVING. CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED Date of Execution ROBERT D. HOLL WAY ENGINEER TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180) REGISTERED PROFESSIONAL 2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, ACREAGE PER 40 ENGINEER N0. 2335. ARKANSAS Q No 2 f�5 SUBGRADE SHALL BE COMPAC ED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180). 4 NE 1/4 SECTION 3 13 206 ACRES 4-S C .N V1 C 0 H to N L R 0 as Cu 4J X Q 0 On C m N 4JJ N U 'D d1 SE 1/ �?Q w'iHEHOLLOWAy: 1 C.C..); FIRM 1 C : i 3. CRUSHED STONE MATERIAL I EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191). i ,j► THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE = K1,� SW 114, NE 1/4, SECTION 3 3,420 ACRES 4 100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE 4. CENTERLINE PROFILE WILL EQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. - No. 5.THICKNESS SHALL BE DETER INED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMFNT OF PUBLIC WORKS. � RATE MAPf0501B1092F, DATED 1/19/01.-;y�',, •, � SW 1, 4, NW 1/4, SECTION 2 3.374 ACRES TYPICAL STREET DETAIL TOTAL 20.000 ArEES SURVEY CODE: 500-01S-13W-003-130-60-0083 sAS-ENG��t.'� 500-01 S-13W-002-430-60-0083 '" °111111t" '