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HomeMy WebLinkAboutS-1636-A Map 3i �' \ \ XISTING SANITAR • \`�\\ \ T�j E E \ Lori : , 1z • �)s jsss E \ I 1 `V43 \ \ G �A3 9 A� ONIN ``/I �• o w: 77.83' C2 '42' CERTIFICATE OF PREL 4J NARY PLAT APPROVAL All requirements of t e Little R6ck 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 ¢ules and � gulations. This %ertificate shall expire on Date Date of Execution Chairman, Little Rock Planking Commission/ Eh TING 6" / _ ANITARY SEWER / BLOCK 8 - = _ w861, /PG. 329ALTON H91GHTS --� BK. \ 'R-2'ZONING AT2S a MA \ 23 "' '1 22 " t " C r o 176AIL Q � A � 4 Aa\ � 014C 0 46 t a ii 99' �100 . \� �79,58' 64.2a' 64.0 ' - N87' 2'36'X =1A)764.4A' + i S426 X N87',42' 36'X M IRON a 0241 R S�C. 1 �� FUL Cb. TRINITY ASSEMBLY \ \ Or"pup CHURCH OF GOD CHURCH \ \ 0 ' \-ZONING' ` S' IONINO \ e (3H HART E �\ POLLARD 'R-2.l ZON NG �� ZbNIN\ \ j \\\ EDGE OF U)PAVEMENT LWAL DESCRIPTION• PAVEMENT C SOLID SODDIN 2,_0. 21'-0" PAVEMENT '•i Part of the Southeast Quarter of the Northeast Quarter of Section 21. 3 Township 2 North. Range 13 West, Pulaski County, Arkansas, more ax to 31 L particularly described as follows: 3' ASPHALT PROFILE GRADE 3 CLASS 3 OR 4 WEARING SURFACE 2% SLOPE 1 'M4X %Commencing at the southeast corner of the northeast quarter of said CURB &GUTTER t_ Section 21 which is also the point of beginning; thence North 87 degrees as 42 minutes 36 seconds West 1460.16 feet; thence North 23 degrees 53 •r minutes 03 seconds West 441,05 feet; thence North 52 degrees 14 minutes pX E 30 seconds East 435.50 feet; thence South 80 degrees 59 minutes 16 seconds East 125.95 feet; thence South 64 degrees 29 minutes 05 seconds O East 200.10 feet; thence South 67 degrees 08 minutes 35 seconds East L 394.10 feet; thence South 60 degrees 02 minutes 47 seconds East 329.39 COMPACTED SUBGRADE 07 feet; thence South 59 degrees 18 minutes 28 seconds East 365.24 feet; 7' CLASS 7 BASE C URSE AT S00% MODIFIED AT 95% MODIFY PROCTOR DENSITY. C thence South 00 degrees 38 minutes 15 seconds West 175.82 feet to the PROCTOR DENSITY OVER GEOTECH FABRIC Y point of beginning containing 16.436 acres more or less. GENERAL NOTES S.IN AREA TO RECEIVE BITUMINOUS PAVING. CONCRETE DRIVEWAYS, OR CURB AND GUTTER. I CURVE DATA SUBGRAD SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPT_uUM MOIS'JRE D C CONTENT. (AASHTO T-180) N TAG A R L T 2.FOR ARE S OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS. CS 90'47'47' 75.00' 118.85' 76.05' 76.3953 106.60' SUBGRA SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180). c- C2 63.49'33" 88.11, 98.15' 54.67' 65.0284 93.16' 3.CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY Of SOOX MAXIMUM (AASHTO T-191) .riO N C3 35'55'20* 125.14' 64.40' 32.93' 76.3953 38.17' 4.CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS TO MAINTAIN 2% MINIMUM CROSS-SLO L C4 35'55'11" 75.00' 38.59' 17.73' 76.3953 38.17' THICKNESS SHALL BE DETERMINED BYY.vSOIILL�TEES�T A.NtD.oPAaVnEM�ENT DESIGNIFREQUIRED BY DEPORTMENT OF PUBLIC WORTS. ED GENERAL NOTES: i yrs%.,tai� S FM MAM 2 OTC SHALL HAVE A 5.0' UTILITY EASEMENT AT THE STREET. QUANTITATIVE DATA: E C i. ALL L HAVE A 5.0' DRAINAGE AND UTILITY EASEMENT ALONG ALL SIDES o LEGEND 2. ALL LOTS SHALL OF THE LOT UNLESS NOTED OTHERWISE. 4J FOUND IRON PIN O PIP 3. THE BUILDING SETBACKS ARE 25.0 FEET. 3C SET IRON PIN - 1/2"REBAR WITH CAP • SIP ALL SIDE YARD SETBACKS ARE TO BE 10% OF LOT WIDTH WITH A MEN. SETBACK OF 8.0' �CONCRETE MONUMENT - O CM 4. 5. ALL REAR YARD SETS CK5 ARE 25.0'. O CENTERLINE OF ROAD - - _ R-2, AND WILL BE USED FOR RESIDENTIAL HO SING. RIGHT OF WAY 6. PROPERTY IS ZONED 01 O LOT LINES 7, ALL LOTS ARE INTEfiOEO TO BE SOLD AS SINGLE FAMILY HOUSING. (V O Q FENCE LINES -X X- BE SUPPLIED BY CENTRAL ARKANSAS WATER. O 0`1 EASEMENT LINE - - - - - - - - - - B. WATER WILL TOTAL PARCEL SIZE 16.438 ACRES PROPOSED USAGE SINGLE FAMILY RESIDENTIAL COMMON USABLE OPEN SPACE 8.262 ACRES AVERAGE LOT SIZE 0.223 AC. LENGTH OF NEW ROADS 1339.24 FT MINIMUM LOT SIZE 0.164 AC. NUMBER OF LOTS 30 OPENSPACETRA':-= A. B, 6 C LOTS PER GROSS AC;E 2.008 z -N- d GRAPHIC SCALE 1"=60' 0/ 60 120 BASIS OF BEARING STATE/PLANE COORDINATES ARKAN S S NORTH Z OIE NAD-83 \ \/ Bhp i R�� � IP 1/L�lilliliL�f EXISTING 6'[_ \ SANITARY � ER 1 �1 a' 'a i� cn • v 0 I. j U. l L. ( Sri q 1 , et i P, t • el Ir , ' I 1 O It �,CL FL 00 CL RIVER MTN. `� = � R-2 * ZONNINNR, }� 00 U N� 11d'1TON 21 1"B I CONC.MON, �- SE COR NE 1/4 I SEC.21,T-2 N,R-13-w PUL.CO.,AR, , CERTIFICATE OF ENOD03MU dG ACCURACY I. Robert D. Holloway hereby certify that ibis plat cc rectlyy represents a plan made by me and that �engirieeringrequirements of the Maumelle Subdivision Rules and Regulations have een c lis�Ad with. OWNER / DEVELOPER Date of Execution ROBERT D. HOLLOWAY PROFESSIN ARKANSAS Kenneth Shollmier ENGINEERENO. 2.05, 6000 Scott Hamilton Dr,iVe Little Rock, Arkansas 12209 CERTIFICATE OF SURVEYING ACCURACY I. Robert D. Holloway, hereby certify that this plat C rrectly represents a boundary survey made by me and boundary m rkers shown hereon actually exist and their location ype and maeri are correctly shown. Date of Executior vDnAFPT n Hro If WA� C) CM ELECTRIC LINE c e g, WASTEWATER DISPOSkL WILL BE BY THE LITTLE ROCK WASTEWATER UTILITY. DEVELOPMENT SCHEDULE' 0 <LI .+(U SEWER LINE C>-- _ S Sp 10. OPEN SPACE TRACT-6 WILL BE DEDICATED AND MAINTAINED BY THE CONSERVANCY. CONSTRUCTION OF T�ls c90JECT IN DE -EMBER 2009. TOTAL OPEN SPACE = 8.416 ACRES � -1" WATER LINE W W OPEN SPACE TRACTS B. C, AND D WILL BE PAINTAINED BY THE HEI3HTS ADDITION PDA. COMPLETION WILL BE AcPROXIMATEL 2010. 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 Kenneth Shollmi r 6000 Scott Hami ton Drive Little Rock, Ar ansas 72209 Source of Title 2006002726 SURVEY CODE: 500-02N-13W-0-21-100-60-0083 4i• AS$Ai AS E TB E, i On 0 _ = o J w o 1" 2 Cr © No.2335 v cu a >` N Qi U N r-1 tm 3 N 4J N 3C L M U eeeeUuu111iN,,, U � N G1S'TERF��''-s S S 11, - eoepnunn,u„( SrGNAn = �..P(i OF AUTjy0 THE HOLLOWAYt rD,HOti '-,l0 " ""' ❑ ca : FIRM, INC. LA�% _ ' No. 1879 THERE ARE NO PORTIONS OF THIS PROPERTY INCLUDED IN THE 100 YEAR FLOOOPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP f0501810042-F, DATED OCTOBER 19, 2001.