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Home My WebLink AboutS-1897-1 Map 1LINE TABLE Line it Length Direclion LI 50.01 N33-193S'E L2 10534 N20-23 19 E L3 121,70 N20.23I 9"E L4 31.43 N33.1935'E L5 2B 60 N66.45 16 E L6 2860 N 56.45' 16"E L7 3296 N65.5100W LB 2506 N65.51 D3W L9 2857 N33.1935 E L10 5660 N26.16'13E Of 5079 N43°36'IB"E LI2 4789 N48.5910E L13 BE 25 N4B•59'16'E L14 4381 N43.368'E LIS 5342 N26.16'13'E L16 B 18 N..1935E WE5TPQ1_5: Co. BpG- A I C^ GAMER LANE I1NiF If=1. r.R 7= IV6333D TOOL 8+- FA.GESAsaO =. r7ar3a3? -73�- - ---a5�ea-• �axae� DFfE/BIo1R 7 i F.RSF7.1ElT: LOT i 103Y6938D FT i _ LOT - 1.9T3 i W,II SOi 4224.89 SO FT 1 a e AC _ IL212 AC ":I AC I F5 ARAINAGC I FAsFtlgn -r.- - 4B 7565-~- [q 6i00 + GARTER LA14ECOVE LSL"R1G1'Sf/`.F-WAY) �� `-- G F0O•1301 •B`.NfA'p1CFFFC5S P,,PCCEAlP16TE-R.-�L9a10121Es_ ]LDcP9PS+ 41 ZL 3 CARTER YL1FI/olim P" ' LE FOA COR$1BUCT OICo-II4SCF5 11131=� C Y3S0 aLanEDwE1P 1 I � t ABC• q LOT 7 Y MX sa Fr ozsaot c sa, .� L ETT4 a'- L.oT5 S 0001 AT- 4' Tilits so Fr [243BAf 1 .-grAt 0.23&AC r M INMTIM $ ERRRNFD OLOOR iEIFYAf014-337 ia'EF1E77 FLOORA IWAVYA13p EA5EI.L21IT jI ELEVAFgN•33; �_ ` -' PER CLR RK)U5T Lora 14M.74 so FT CAMIll ' !?j lly$W RGBG R fl 15,T8 .5AN sgx A,F 1 �� a �__ =__«= •It TRALICLL 11 n 2e.7s SD aA49 AC I 1 5871233 "{ 106.SY (jtf OF1ss1cBGF a ryAi Haft WI{21 s � � I i ESTEKWPALs" w SFAIpQARO WARS I i mr 18 LOT 10 s7as 65.OD N 8 14 oRACA�GE A , UTLOY WFME Nf i s aI strNG se sETM.er _ I 9j0' �y�� " i + USF"5 rwsTtYrBrn _N I- I 11 %I Lora i 14M25 SO Fr + f0.=Ac r I 1 AC WFT LOT S 0.i7J AC �? 1210i9a S* FT 942AIRT SQ F1 90d3.2S SO FT o 02A3 1c�G rA1PePi14N. a r o,27a AC n Lor 11 j Sk1LSHEQROOR •'p�� ELEVAIM. I Y• FINISHED FLOORz L7.110AA f�9 G.2C9 AC _71111-17,30 FIT 1 AC [��{ i_o 1.Ar IQ I gEI,FTK]1:�ii5 OOD, EL•FVA1FA" I0.911 S Q FT A751 AC I;QnSTRUCT,.e ~ � 5 51I)EWATJI. �- N- 147397.a3 Ar3S69�18 AC E:11?6�29.94 GALFSSFtEET Oip•sT119Fjf OIIE HALF 1TP O25.J9TCFS pTOp+I I FS Pd9FG.7E1sFISIlILS A L LOl4e EAST FIE of CA F IEE LANE rv,a? UNI'NC 01 FJ 1Il ARY AT THE Mite MAUroake P➢!EP W 1ALL TPA P WEAL IZCH W9rE f IS 60130 ,AMU 2 EOOT TO I Fica EW A Rt t0REEIL! lbE SLOAESI b5.00 b196 N 6 W a 7.26 CELFG PEAL E5TF 1E LLG PFf!CEl O SYO'�'JL1in00 20H�6. P2 CERTIFICATE OF OWNER CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOW N AND LJ. ERIC HOLLOWAY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY DESCRIBED HEREIN. DO HEREBY CERTIFY THAT W E HAVE LAID OFF, REPRE5ENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT- COMPLIED WITH, DATE Lee Mons fr 504 Valley Club Circle :-/II/21 r Little Rock, AR 72212 DATE J. EPIC HOLLOWAY PROFESSIONAL ENGINEER, SOURCE OF TITLE. D-R UNDER CONTRACT AR NO. 1OB90 PAGE TBD INSTRUMENT NO TBD CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY L!-ERIC HOLLOWAY. HER EBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY METHAT ALL a B1 { CERTIFICATE OF PRELIMINARY FLAT APPROVAL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AN D CITY OF LITTLE rl &3 /5• ROCK S U BDIVISION R U LES A N D REGU LATIO HIS HAVE B EEN COMPLIED W IT H- PURSUANT TO THE LITTLE ROC K 5 UBDIVISION RULES AND REGULATIONS, A ND A U. OF THE CON DELONS OF A FPROVA L AND FILED FOR RECORD AS REGU IRED. 3 Saa]Y•L 7 HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY ACCEPTED -THIS CERTIFICATE 15 HEREBY EXECUTED UNDER THEAUTHORITY OF SAID RULES AND REGULATIONS. ./I./LI �= 4•,rrrnl+aL„� DATE J. EPIC HOLLOWAY PROFE55IONAL5URVEYOR NO. 1808.AR DATE PLANNING DIRECTOR CITY OF LITTLE ROCK CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH CI 39-66' 2500 90.541a S44-DO 45'E 3563 C2 3340 5960 32.0639 N78-3843-E 3297 C3 20 13 60 50 26.38 15" N78.54'25' E 2787 C4 42,11' 6050 39.5234' 567.50I VE 4126 C5 51-13 6050 48.2534- 523-4107'E 4963 C6 51.IS 6050 48.2626- 524.4453W 4964 C7 42-11 60-50' 39.5243' S6B•5428W 41 26 CB 27,91 60.50 26.2609- 1177-5607W 2767 C9 33.16' S9 B6 31443r N77"3925 W 3274 CIO 3868 25.OD 89.05501 545-5915W 3508 11 LEGEND 11 BOUNDARY FINAL BOUND. ADJOINERS --------- EASEMENT FOUND MONUMENT O A5 NOTED) SET MONUMENT �. (AS NOTED) Q CALCULATED POINT OWNER / DEVELOFFR - Lee Maris 504 valley Club Circle Lillle Rock, AR 72212 SIGNED TER HOLLONGSW ORIH P ULASKI COUNTY CIRCUIT CLERK Win •.Q[n g[r ••ATrelb wB•mmr4.0 r.9v.1R.Rawv.1 eewaTvl.Y1•�tr »iAWUYx uw+i olVwrG�r 4LY ..ew rm lrt 9rv.c r fA rQ4 Pbaf+YBL+F 1aWq rasnruFnwl �uFoar.cw .MLrLISW N[ QSgY F:: f 67693 37 18 A1V I4ADxC IYFL1EY Sulm'61at1 Boor .TIT PG'0$l A3] GIiEU F-Z 1 _ IE7.ra67:z Ar c.LC O10•S,�FS 0%.: 3Css o lFfr 10 ICTs UTILITY PROVIDERS NATURAL GAS int Cented Energy, ACT W Copilot A . Little Rock AR 72201 Phone: :8001922-7552 WATER Central Arkcrm sWale,, 221 ECapilol Avg Mlle Rock AR 72203 Phone 15011 372-5161 SEWER LiTe Rock Water Reclamation Authority, 11 Cleanvaler Or, Lillie Rock. AR 72201 Phone: 1501)688-1 A09 ELECTRIC Energy Arkansas 425 W Capilol Ave, Lille Rock, AR 72201 Phone: 18001368-3749 LEGEND PROPOSED DESCRIPTION I EXISTING -W WATERLINE --G GAS LINE --SS SANITARY SEWER LINE FO FIBER OPTIC LINE C UNDERGROUND PHONE LINE �eK�� OVERHEAD ELECTRIC LINE E UNDERGROUND ELECTRIC LINE STORM DRAINAGE PIPE X-X DRAINAGE STRUCTURE -NO CTV CATV CABLE LINE FENCE --�J[ -�� DITCH FLOW LINE CURB INLET/JUNCTION BOX CONTROL POINT Rs ® GAS METER ® GAS REGULATOR ® WATER METER N WATERVALVE !+ FIRE HYDRANT S ® AIR RELEASE VALVE F GUYANCHOR UTILITY POLE LIGHT POLE - m ELECTRICAL BOX �o SANITARY SEWER MANHOLE ® SANITARY SEWER CLEAN -OUT 0 TELEPHONE PEDESTAL/RISER Q SIGN II VI.GINITY MAP II OVERALL TRACT DESCRIPTION: Part or The NW 1/4, SE1/4 of Section 24 Township 2 North Range 14 West, more particularly described as beginning at the SE corner of The said NW 1/4, SE 114; thence 1409 degrees 2B minutes 00 Seconds Wesl 639 feel Thence North I degrees 11 minutes OOseconds East 33600 feel: Thence South 89 degrees 28 minutes [15 Seconds East 639-79 feel; Ihence South 01 degree 19 minutes 07 Seconds West 336,02 feet To the point of beginning, being fact 21 of Subdivision or EI/4 SE 1 /4. NW 1/4; SW 114 NE 114 and NW 114 SET 14 of Section 24 Township 2 North Range 14 West, according To The Survey or G A. Denham, Registered Engineer, containing 4932 acres. more or less FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAF NO 051190031213, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOW N HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. GENERAL NOTES 1 ALL FRONT BUILDING SETBACKS ARE 150. ALL REAR YARD SETBACKS ARE I59. ALL SIDE YARD SETBACKS ARE 5 LY. 2 PROPERTY IS ZONED R2 AND WILL BE USED FOR RESIDENTIAL HOUSING 3 THE ACCESS EASEMENTS, TAKE$, WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE OWNED AND MAINTAINED BY THE CITY OF LITTLE ROCK 4 ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING. 5 RESIDENTIAL FLOOR ELEVATIONS MUST BE 10-ABOVE THE TOO YEAR FLOOD ELEVATID% AS SHOWN ON THE UNKNOWN TRIBUTARY OF THE LITTLE MAUMELLE RIVER, 6 WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER. 7, WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY, 8 A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS, 9 TRACT A E TRACT B DRAINAGE CHANNEL TO BE PRIVATE MAINTENANCE IQ CONTRACTOR TO REPAIR OR RE -LACE ANY CURB. GUTTER, SIDEWALK AND ACCESS RAMPS THAT ARE DAMAGED AND NOT IN COMPLIANCE WITH ADA RECOMMENDATIONS IN THE PUBLIC RIGHT-OF-WAY PRIOR TO OCCUPANCY, APPROVED BY PC 6-24-21 PW-22 SOLID SODMIXG CIAS 3 OR' 1'ASL4N0 WFAAt3- BURF'AGE CURB 8 GUTTER CONSTRUCTED SUBGRADE AT 95%MODIFY PROCTOR DENSITY, GENERAL PAVING NOTES I IN AREAS TO RECEIVE BITUMINOUS PAVING- CONCRETE DRIVEWAYS, OR CURB AND GUHErc SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. IAASHTO T-.BC. 2 FOR AREAS OFSUBGRADE PREPARATION TO RECEIVE CONCRETESIDEWALKS. SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 9D%MAXMUM. IAAS HTO TABDI. 3 CRUSHED SIONEMAIERIAL IN EACH COURSE SHALL BE COMPACTED TO DENSITY OF I00%MAXIMUM IAASHTO T-1911. 4 CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2%CROSS-SLOPE THICKNESS SHALL BE DETERMINED BY SOIL TESTA NO PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS ZCC PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CRY. 'NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE B REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS 31wr1 Wd! R 9wrlNS%wV Cot KmimrROM EIWIING EDGE WpEsaiLG F]BTIXG' III Holloway Engineering, Surveying & Cieil Design 200 Casey Drive M-erelle, AR 72113 (501) 851-3366 M vi LU � J Q> N 7D L J U O li U W Y 1Y Z J Q Z J � UJ L U O LLJ J � U� FFFF S'~L W�� - Ll�t+n�o � k _#iRD. e551QN,{t • ENGINFE77JJ aim (1/10_1 E� IT 51 Dad yR T #1879 ice: JOB NO.: 2021-065 DATE: 6/1 1 /21 DRAWN BY: KMD SHEET NUMBER: L\2021\A 1-065-1,Y Lane Estates I,, lee Mm No C¢sey Ingram\Olrnvingf\Relelence\2021C65 Carle, lone base C g N W E GRAPHIC SCALE I=40 40 D 46 80 BA515 OF BEARING STATE PLANE COORDINATES ARKANSAS NORTH ZONE NADA3 LINE TABLE Line # I Length Direclion Ll 3111 118'472B E L2 2301 NO'321 Or E L3 3441 SBB-4728E L4 1000 SO.3210 W LS 25 76 N36'21 49 W L6 R5 25 N46.5918 E L7 4381 N43-36.16E LB 5342 N26-16'13E L9 BIB N33'I 935E LID 4789 N48.5918E 1!: 50.79 N43-36'18E L12 56.60 N26ol613E L13 2B 57 N33-19'35E L14 5001 N33.1935 E L15 10534 N20.2319 E L16 31 43 N33.1935 E 117 121.70 N20.2319 E �. {# I , 1 II yy4 i 5 i i 1 11 / I r I I I I I I L i I I L I K CC,ITTS7P.LICT f}IIE ITAIF SIREEt >r.IPFOYeaE++fi ALOITC EAST LBJE G C4IFlE2 Le I.•E WE31POCN C411SC r •3;B-46 AC CAGIER LAHE lip 4109 CARTER LANE L10.53XF5 p6F.CEI 10 S.� Low Pow-I..AF ?: - _ _ _ - - - 025.7.10s:FS MOW I12 N: T474mm BaRI. E6, PAD{ 5�rS3 - .- - r RIA}l1?rfiFS E 11rpT.m3?_ - _ 1 _ L - S89°D6'4I-E 6d0.19" - 659V -gk" I - iT1 1 I TI Pik z.I ■I LW 1 kr! 0-M5 AC I it r I I r 10' A5R I- --------- 1- - --- - - -------- - i25 DRAINAGE lie f _ -- `- M1 _ L /T OSWEN1 �L I ` �I / r / , 5 it T O 11NG r ____ LINf ITT 3 LOT 4 I .'.a /r, �/ r Lpi $ ; 1 '� 0.191 AGI ■.• LpTR'�+ lis 0217Ac I rQ aztxnc y�-.-.. '23AG I - 14UJRlWIA FIHISHEI C r . O FIN `CONSTRI.0 4'Clio YILET W/M 3 + - WtIUID145PERCOSIANDARE3003it'S _� cT?'-+LkT�55 :F l_ 7 �r - vMORE: .Pr .UULIIY WSMENI ■�� r LdT 15 t ■ 1S EtmlOIINO k � � 01TBAd ' . '■`r J SEty.Cl. __ ��■ir�� - '�� MINRTUl.L �. FI115HPp FLOOR 1 :4 - r ~ r $ ■ +. ! 1= _ jL�7ATIall.as35 - LO'T14 • ' + 1C3P13 r 7A i6 O'lawc _ .8{fdA¢r r 46T U- UM p PBIaHECILOOR ,/ am9 AC iRo _ LOT 11 aEVATTE1 19S. - � Y _ -TT Let AG ' I■ G■ i3d73 A-310 -10 INC f r� "1 w, t -14C 3 ii•■/ [�+6TRyG1 Q'3•'itffl ' �� ■ 5 E$7EIAiALK 01 DO. 1120CFS. I �+ I r ■ CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH Cl 5935' 3750' 90.4022 N45.5221 E 5334 C2 56.46' 3750 69.1938' S44-0739'E 52.72 C3 11499 75 01' 87-50 08" N44.27'37 E 104 D6' C4 14275 3550 230-23'49" NO.25'49'E 6424 C5 1949' 1250' 89.1938' S4 -07391 1757 C6 19.78 1250' 90.4022 545.5221 W 1778' C7 5748' 6250 52.4137 N27-1718E 5548 C8 7624 5001 87.2102' N44-1304E 6907 C9 25.36 60.CC 24.1245 577-4706E 25.17 CIO 27.91' 60,50' 26.2609' 57756071 2767 GO 42.11 6050 39.5243' N612°5428E 4U26' C12 51.15 6050' 4W26'26" N24-44'53E 49.64' C13 51.;Z 6050' 48.2534' N23.41.07 W 4963 C14 4211 6050 39.5234 N67.5911 W 4126 C15 26.13' 60.50 26.3815' S78-54'25W 2787' C16 2490 ED OCI 23.4654' S78.3843W 2473' C17 289 10001' 1.3920 587'50'22W 289 C1B 5562 10001" 31.5201' S71-04'44W 54.91 CI9 3111' 10000' IB"0637 S46`OS'3ZW 3148' C20 2364 2500' 54.1015 564-0724'W 2277' C21 39.37 2500' 90°13'49 N43.4o34 W 3543 UTILITY PROVIDERS NATURAL GAS CenlerPoint Energy, 4DI W Capilol Ave, Lillie Rock AR 72201 Phone: IBM) 922-7552 WATER Cenlral Arkansas Woler, 221 E Capilol Ave. Lillie Rock, AR 72203 Phone: 1501) 3725161 SEWER Little Rock Waler Reclamalion Aulhorily, I1 Cleorw,ler ) Li Ile Rock, AR 72204 Phone: I5011 6BB-1409 ELECTRIC Enlergy Arkansas, 125 W Capitol Ave, Little Rock, AR 722D1 Phone ;800f 368-3749 CERTIFICATE OF RECORDING TERRI HOLLONGSW ORTM P-SKI COUNTY CIRCUIT CLERK ■ r iIX7 YFAP.-i{AfE r J L J FLOODELEYATIGN ■-■ _ kdi ! 65AY d4.9B' 82.°9 - N89°06'27W 637.26• UIIKIlOY71iTfr1@iAiPT Oi WL11C PEFL E51ATE L:C THELU'I LE A,A41I.fEl1#AA'FR PARCEL O. 5MWAnaogko BLS 1ALAPE[{]R,IL LNICH WITHA roNR Z,, FS 9OnpeA;iRtiND^fOD! IO I IpgT 7R)E if.MCR87 STpE SLOPfSi _':�-� Y FAT OF CARTER LANE ESTATES ]L=lE ROCK, 1( U ASK C07j=, ARKANSAS 3/30/22 CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF. FLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE Lee Mari, 504 Volley Club Circle Lillle Rock, AN 72212 SOURCEOFTITLE DR. UNDER CONTRACT PAGE TBD INSTRUMENT NO. TBD CERTIFICATE OF PRELIMINARY PLAT APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS, DATE PLANNING DIRECTOR CITY OF LITTLE ROCK SHE56Y CAwN C 41;J C4RFEA IN Offt E ROC L. A F?-73 I RA FCE[ &5316M-"T 50 y LOT 7 a�ACr 2a f.t I I U 1 3BT7- - 106. - - N1 147423w E 117737a49 J {wa1FTAG E EA 5VA V 1T FEFCLR RECUEST raAT7FStS;A1 Wll Er SUBDIJSR7W bGCll- 20to. PTx 051 By: L4'11ED: k7 Lat9 - t,- Lorlo _ 4 Fr 14p-99' 14.90 E Ii77357.12 A�7A FC pIC-S 7C3t 0`5.73CFS 0103-10 TC11 ACREAGE PER 40 jwwr 1/ SE ! 4SEOM u 14. CITES TOTAL IA.sy ACRES OWNER / DEVELOPER Lee Marts 504 Valley Club Circle Little Rock AN 72212 CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, J. ERIC HOLLOWAY. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH DATE 1. EMC ROLIOWAY il3jF.`"Al, ENGINEER, AR . 1&J98 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, J, ERIC HOLLOWAY. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CRY OF LITTLE ROCKSUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED DATE J E HOLLC4YAY PROF IONAl SURVEYOR NO 1808. AR OPEN SPACE: LOT 4,A 0124 AC LOT 14-A (1150AC LOT IS -A 0036AC LOT 15-B G049 AC TOTAL• (2359 AC ^•+�BIHd ^w sown+ee.ews..cr pus 1icLwa IN •u GON.cn vKehr.Ca LEGEND EXISTING DESCRIPTION BOUNDARY FINAL BOUNDARY ADJOINER W WATERLINE G GAS LINE SANITARYSEWER LINE SS TO FIBER OPTIC LINE Cu UNDERGROUND PHONE LINE OVERHEAD ELECTRIC LINE { E u UNDERGROUND ELECTRIC LINE �!• STORM DRAINAGE PIPE CTV CAN CABLE LINE X FENCE DITCH FLOW LINE - O FOUND MONUMENT SET 1/2 REPAR W/CAP IRS 1803) 0 CALCULATED POINT Q CURB INLET/JUNCTION BOX L1 CONTROL POINT ❑cu GAS METER ® GAS REGULATOR ® WATER METER N WATER VALVE FIRE HYDRANT ® AIR RELEASE VALVE F GUYANCHOR -0- UTILITY POLE 0 LIGHT POLE ® ELECTRICAL BOX O SANITARY SEWER MANHOLE ® SANITARY SEWER CLEAN -OUT e TELEPHONE PEDESTAURISER 4 I SIGN VICINITY MAP OVERALL TRACT DESCRIPTION: Period the NW 1/4. SEl/4 or Section 24. Township 2 North Range 14 West more particularly described as beginning at The SE comer of The said NW114. SE 114; ITT- N09 degrees ITTminutes 00 Seconds West 639 feel: thence North 1 degrees 11 minutes 00 seconds East 336.OD feel: Thence South B9 degrees 2B minutes 05 Seconds Eml 639 79 feet; Thence South 01 degree 19 minutes 07 Seconds W.1336 02 feet to The point of beginning. being Iraq 21 of Subdivision of El 14 SE 1/4 NW 1/4: SW 114 HE 114 and NW 1 /4 SEl/4 of Section 24 Township 2 North Range 14 West. according to The Survey of G. A Denham, Registered Engineer. containing 4932 acres, more or less FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO 05119CO312G. DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA, GENERAL NOTES 1, ALL FROM BUILDING SETBACKS ARE 150. ALL REAR YARD SETBACKS ARE 150 ALL SIDE YARD SETBACKS ARE 50. 2 PROPERTY IS ZONED'R2 AND WILL BE USED FOR RESIDENTIAL HOUSING 3. THE ACCESS EASEMENTS. CARTER LANE COVE WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE OWNED AND MAINTAINED BY THE PDA. 4 ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING. 5. RESIDENTIAL FLOOR ELEVATIONS MUST BE 1 0 ABOVE THE 100 YEAR FLOOD ELEVATION AS SHOWN ON THE UNKNOWN TRIBUTARY OF THE LITTLE MAUMELLE RIVER 6 WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER 7 WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY B A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS, 9. TRACT A & TRACT B DRAINAGE CHANNEL TO BE PRIVATE MAINTENANCE 10 CONTRACTOR TO REPAIR OR REPLACE ANY CURB. GUTTER, 51DEWALK AND ACCESS RAMPS THAT ARE DAMAGED AND NOT IN COMPLIANCE WITH ADA RECOMMENDATIONS IN THE PUBLIC RIGHT-OF-WAY PRIOR TO OCCUPANCY. P W-22 SOLID B.� SO00MG CLASS 3GU 4 3"A3?+ 11 W EAVN''G SURF6CE CURB B GUTTER e'iiQW>, CONSTRUCTED SUBGRADE, AT 95%MODIFY PROCTOR DENSITY GENERAL PAVING NOTES I IN AREAS TO RECEIVE BITUMINOUS PAVING. CONCRETE DRIVEWAYS OR CURB AND GUTTER, 5UBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT, IAASMO T-IRO, 2 FOR AREAS OFSUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS 5UBGRADE SHALL BE COMPACTED TO A DENSITY OF 90%MAXIMUM IAASHT0I-.801. 3 CRUSHED STONE -MATERIAL IN EACH COURSE SHALL BE COMPACTED TO DENSITY OF 1001MAXIMUM IAASHIO T-191 L 4, CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2%CROSS-SLOPE THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS 20-0PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CRY. 'NOTE: PAVEMENT RECONSTRUCTIDN TO CENTERLINE B REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS STREET WIDENING EXISTING STREET VERTICAL SAW CUT I' MIN FROM EXISTING EDGE WIDENING EXISTING SURVEY CODE: 500-02N-14W -G-24-240-60.1EIR1 m1 I n l lollowny EnginKcnng, Surveying & Crvil Design 200 C-y Drive Mnumcllc, AR 72113 (501)B51-3366 wWYKnauaWay-Rng �nm cn LU Q I- r Q w Z:) J O IL LLJ O Y TV Q 1 Z J � SL U LJO W J I..L Q J U d E1An �ir1 �SPrI • y =ti16791 p'4a,.UH.. JOB NO: 2021-065 DATE: 3/30/22 DRAWN BY: KMD SHEET NUMBER: C 1.00