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HomeMy WebLinkAboutS-1493 Map 2CERTIFICATE OF OWNER CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY We, the undersigned, owners of the real estate I, Michael P. Marlar, hereby certify that this I, Michael P. Marlar, hereby certify that this shown and described herein, do hereby certify plot correctly represents a plan mode by me, plat correctly represents a boundary survey that we have laid off, platted, and subdivided, and that the eng neenng requirements of made by me and boundary markers shown hereon WIDTH AS SHOWN ON PLANS and do hereby lay off, plat, and subdivide said the Little Rock Subdivision Rules and actually exist and their locations, type, and real estate in accordance with this plat. Regulations have been complied with. material are correctly shown. GRADE , , PRELIMINARY PLAT OF: /q RISE PER FOOT 2'nor MIX ASPHALTIC CONCRETE PAVEMENT -27STREETS PARABOLIC CROWN Date Clint Boshears, Managing Member Michael P. Marlar Michael P. Marlar / /\^ 6'CROWN� Lcchridge Estates, LLC Reg. Prof. Engineer No. 6907, Ark. Reg. Land Surveyor No. 1240, Ark. 6°BELOW TOP OF CURB /.\ _':' ._,._ \ / / Little Rock, AR 72221 • Date of Execution Date of Execution 4' FIELD TILE �. % / ° , � ,r✓! CRUSHED STONE OR GRAVEL BASE Source of Title CERTIFICATE OF PRELIMINARY APPROVAL I II� 8•CLASS 7 BASE COURSE ON 2T'WIDE STREETS. Persuant to the Pulaski Count Subdivision Rules and Regulations this document was giver LOCHRIDGE CONCRETE cuRes y g CERTIFICATE OF PRELIMINARY APPROVAL approval by the Pulaski County Planning Department at a meeting held ____________, 20__ I I" b I t d th�Id t h b c ted and is TYPICAL SECTION - FLEXIBLE PAVEMENT WITH CURB & GUTTER (NOT TO SCALE) Persuant to the Little RockSubdivision AI of the conditions of approva oving een comp e Is, s acume n Is ere y ac ep n Rules and Regulations and all of the this certificate executed under the authority of said rules and regulations. 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 Director, Pulaski County Planning Department NOTES AND LEGEND: ESrArES Little Rock Planning Department Date 1. mp"IRON PINS WILL BE SET AT ALL LOT CORNERS FOR FINAL PLAT. 2. ALL RADII ARE 25' UNLESS OTHERWISE NOTED. 3.7HE PROPERTY IS NOT LOCATED IN THE l00 YEAR FLOOD PLAIN AS AN ADDITION TO SHOWN ON FEMA FLOOD MAP 050/79 0380 D DATED JULY l6.1996. v - °q 2111, THIS vo a L to e ee �° 4. ALL LOTS HAVE A FRONT LINE AND ISEASHOWNTS pULASKI COUNTYTED., ARKANSAS Y ACROSS THE FRONT UNLESS OTHERWISE SHOWN./�/�lT l ��� .IRON PIN O OUANTATIVE DATA: 5. ALL LOTS HAVE A IO' EASEMENT ACROSS THE BACKUNLESS / CONCRETE MONUMENT Q.. - 6. THERE SHALL BE NO OTHERWISE NDIVIDUAL LOT ACCESS TO MARSH ROAD. TOTAL PARCEL SIZE = 94.45 ACRES 7, ALL LOTS HAVE A MINIMUM SIDE YARD SETBACK OF 8 FEET WITH A ZONED R-2 BUILDING LINE - PROPOSED USAGE -RESIDENTIAL I _ . .... xx'RUILDING VNE MIN OVERHANG OF 12'. AVERAGE LOT SIZE -I,117 SOFT. B. WATER WILL BE SUPPLIED TO SUBDIVISIONHALL BY CENTRAL E SEWER WATER. UTILITY EASEMENT XX'UrNiY EASENENT MINIMUM LOT SIZE -IOJ17 SO.FT.LOT 39 E 9. WASTE WATER COLLECTION SYSTEM SHALL BE PRESSURE SEWER SYSTEM AND BOUNDARY LINE xxxxx' NUMBER OF LOTS -156 J LOCHRIDGE ESTATES LLC PRIVATE WASTEWATER TREATMENT FACILITY ONSITE. �[� \ Nxx•xxxx•E LENGTH OF NEW ROAD -8333 LF ' 54R 014.00-074.00 CENTER LINE - - - -- l0. PROPERTY IS. ZONED R-2 AND WILL BE USED FOR RESIDENTIAL HOUSING. I DRAINAGE OUT 9 ZONED R-2 FOUND V2" REBAR i .�\ N 01:47 2/ E 49.74 _ LOCHRIDGE j: DRAINAGE OUT N.RTPIWEST CORNER_ _ _ _ _ j 20' RIGHT-OF-WAY DEDICA I ZONED R-2 4.0 Al.. FOUND V2, REBAR - - - - -- -- - - -- - --- - - - - --ZONED R-2 ESTATES STAT .00 086 SO.7 AC r / , //ry/ I NORTHEAST CORNER 3 " - .00 JIM HASTING -�. LOCHRIDGE ESTATES LLC ' LOCNRIDGE ESTATES LLC : FOUND / I, 51"/ ° --� l \_�'T/ 1111 1111 I 1 I I I I I I 1 1 1 III 54R-014.00-074.00V4SWV4 ;SMOOTH BAR 54R-0I4.00-076D0 �� 54R-014.00-075.00 ' s�cn i pit I Ib�111 i�^ ___z-a ; ;------- SECTION 14 S 88°1238" E 1104.86' �- \� zoNED R 2 5� f S 0/°47'�l" W 49.74' -_- _ T7-MnRl4-W�__\_/ --^� &,// Xi `' -)^ t\�/I1111 11111, \�{II III II II II ltGl\I\I\.S JJ� \ ///,/// /� may, ./ / 'i ./i - T1N R14�N - --__ _ - L, \ 1 N'. E- n p. / / / / /// 'i 11111'll l// /,// i ---_ , ----- - =- _ V/j- 98 4j / _-_ �% / /// / - -- - - - _ REBAR Si 88`3/:33" E' 283�� ,' tr `// l \ , \ \ , \ \ \ \ , \ ` \ \ . \ \ \ \ - , , - `,'; r \ \ DRA NAGE AN UTILITY EASEMENT - - - - %�'% - - //// /� - ZONED R-2 ZONED R-2 ' /, _/ /' S J-/-�.7 fJ- EJf.CJ "�'Q_ \ \ \\ C \ \ \ \\ \ l ` \ \ I so_. . 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T,/ � i / \ \ \ \ 54R-0/4.00-105.02 q / W I II 1 \ I 11 \ I � 0 \ � _ XI\ \\ \ \ `\\ \ \� �'\ �T�.. \\1\'I\\\ � y!` Y POINON HY-4R1 1 ,'d�J' `'t `�J 1 \ \ . 04'- - ^) \ YJ \ \ \\ \\ . `-� - \ \ v "' \ \ \----- LLI Ct i I 1 I IANP I�'- gCE.CS AS MEN I I I \ 9 I I `. \ \ ` \ \ \\, ♦ v,\ \ \ \• \ - .7c ( \/!\ `I \ \ \ \ \ ` �' ` ` `\ `� �<_ / ---__- ___' _� �8\ \ \r3� \ \ \ \ \ \ ` \ \ `II of I I \ \ v, ,y /11 111 1111 1 co \ n \ \ \ \\ \ �6-�i� \ \ / _ -- -___ __ \ \ \\ \\ \ \\ \ \ \ `l \ \�-\--I�,�L\ �hi'Ic \ 1'1 1 11 9_ . \\I\ \ ` \`\ ` ' - \ \ \`` o \ \ \_-s_- - \ t\ \ \ ` �\ \ \ \ \ \ �`f/ \ -- I, rf\ \ / IlCinl ` I \ \\\ \ \ \ \ I 1 _ \ \\\•\\\ L7� /-'�--T/T� --- VV t \ \ \ \ \�,, =--FI � � \�` • `-\ \ \ ` \ \\ \ \\\ . \ 1 -- - `\ \ I \ 1 1 1 1 1 1 1 1 1 1 I I I 1 1Iq 1 I 4Pt 1 1 � (DS��_ D T-`-�-;�T tx�11 �\f/ �� I II �111 I -11 _ _SEP 4 2005 FOUND /2" REBAR ;DAVIO ANDRA:' ` - ` it 1 1 . \ \ ^ \ ..,� -C ---f `-� \ \ \ \ \ \ \ \ I ZONED R 2 'L- \ \ ��I--r-1 1 1 1 11 1 1 1 1 1 1\\ 1 I _ `' ` SOUTHWEST CORNER ZONED R-2 :SCHALCHLIN x ° /.• \ \ FO D, \• \ \ -�' I� \` I \ I, I I 1 I 1 I 1 I 1 1 I 11 1 1 ) I I I \\ �� o swV4SWy4 REBECCA CALOW L N 89°16 56 W 1257.20 DROHEN & WANDA RAMEY - r �1 1 I _ _ i WHITE PROPERTIES 54R-023.00-036.0 54R-023.00-033.00 SOUTHEAST CORNER \ \ \ \ \ \ \ \ /• --� `S' ld�j d Tl1T><" LrASEMBN�"L SECTION 14 LTD. PARTNERSHIP 54R-023.00-030.00 SW%4SWV4 ROBERT & REVS KIRKPATRICK y x ,,�\/\ •' % 1 / /" /i l l ////i / ' , 'III I 1 I , 1 1 1 1 1 1 �'�' a /= -�67478� y = _- -� I-'�- I T-I-N, R-14-W 54R-023.00-034.00I I ZONED R-2 SECTlO/J l4 54R-023.00-043.00 5 37 I'V / I3:71 j I I I I 1 1 I I 1 1 1 1 , , , V /I OPSI I 1 I III 1 I / / J / , //, / _ prT_ rr� _ _ _ -_-_-_ - ---------------------- DRAINAGE OUT Part of the: SW and SE/4of Section 14,Townshl I North, Range l4 West. ZONED R2 LEONARD O'KELLY hYt V CORM 1 11R I 1 1 ( ' / 1111�/ 8 J O VO ��144 \ iFOUND m2" ZONED R-2 CURVE DATA: /4 p SW N,R714W LEONARD O'KELLY DRAINA E 4.83 AC COunty,Arkdnsas; more pol'ticulorly described Os follows: ZONED R-2 ROBERT &REVS KIRKPATRICK G 54R-023.00 044.00 54R 023.00 024.00 \ ZONED 02 54R-023.00-040D0 SE/4SW/4 DENNIS CHUNYO 1` RK 71,1--EH'� \ \ \\ ?REBAR MICHAEL LONG OUT 5.5 AC I l00 50 0 /00 20OFT SCALE: l"= l00' NUMBER DEFLECTION ANGLE DELTA ANGLE DEGREE OF CURVE - CHORD TANGENT RADIUS ARC LENGTH C1 34°52'05" 34°52'05" 28°57'18" 62.81 200. 00 121.71 C2 30°59'07" 30"59'07" 28°57'16" 55. 44 200. 00 108.16 C3 24°21'II" 24.21'11" 11'28'42" 107.89 500.00 212.52 C4 61°48'51" 61'48'51" 28°57'18" 119.73 200.00 215.77 CS 24.55'57" 24°55'57" 11'28'42" 110.54 500.00 217.58 C6 18°52'48" 18°52'48" 11°28'42" 83.13 500.00 164.76 C7 14°31'34" 14°31'34" 11'28'42" 63.72 500.00 126.76 CB 05°04'O1" 05°04'O1" 11°28'42' 22.12 500.00 44.22 C9 11-22'28" 1"22'2V 11°28'42" 49.79 500.00 99.26 CIO 19°35'50" 19°35'50" 28°57'18" 34.54 200.00 68.41 Cif 20°24'34" 20°24'34" 19°11'17" 54.00 300.00 106.86 C12 22'20'52" 22"20'52" 06°22'10" 177.78 1900.00 351.04 C13 25°42'46" 25"42'46" 11°28'42" 114.12 500.00 224.39 C14 41°15'37" 4"15'37" 28.57'18" 75.29 200.00 144.03 C15 23°57'30" 23"57'30" 05°43'55" 212.18 1000.00 418.15 C16 35°DS'34" 35°05'34" 19°11'17" 94.86 300.00 185.75 C17 301`47'02' 30"47'02" 19'11'17" 82.59 300.00 161.18 DID 33-23'56" 33°2356" 11.26'42" 150.00 500.00 291.46 69 01 02°38'08" 11'26'42" 11.50 500.00 123.00 C20 94-04'57" 94"04'57" 36'56'33" 161.09 150.00 246.31 C21 08°05'24" ovm'24" 11°26'42" 35.36 500.00 70.60 CH 37°20'03" 37°20'03" 28"57'18" 67.57 200.00 130.32 C23 08°16'07" 08°16'07" 11'28'42" 36.14 500.00 72.16 C24 29-21'40" 29-21'AD- 28°ST'18" 52.40 200.00 102. 49 Commenc/ng at the NW Corner of the SW%4SW//4 of sold Sect/on Ld Thence SOUth 88 Degrees 3/ Minutes ZONED R 2 • SECTION /4 54R-023.00-02200 54R-023.00 013.00 54R 023.00-0/200 33 Seconds East for 283.75 feet to a point on the Easterly right-of-way line of Marsh Road for the point of beginning: DRAINAGE OUT j� p j� OPII, _ r r N.R 14 w p 7.75 AC . �'" �tsT JJ,,,�scA�oF-� Thence South 88 Degrees 3l Minutes 33 Seconds for 984.25 feet along the North line of said $W�4SW 1/4: � �� to the E Corner thereof: Thence South 88 Degrees 12 Minutes 38 Seconds East a distance of 231.67 et to 0 Found g " smooth bar: Thence North 0/ Degrees 47 Minutes 21 Seconds East a distance of 49.74 feet to a11" East a distance of 1104.86 feet: ence South 0/ smooth bar, Thence South 88 Degrees 12 Minutes 38 Seconds Degrees 47 Minutes 21 Seconds West for a distance of 49.74 feet to the NE Corner of the SEVSWI/4of said Section 14; Thence South 87 Degrees 29 Minutes 07 Seconds East for 475.09 feet; Thence South 0/ Degrees 46 Minutes 00 Seconds West for 1294.17 feet to o %2" rebar; Thence North 88 Degrees 48 Minutes 06 Seconds West for 471.14 feet to a l inch Cotton Picker Spindle (CPS), said point being the Southeast Corner of the said SE 1/4 SWI4;Thence North 87 Degrees 53 Minutes 371 Seco as West along the South line thereof for /3/3.7/ feel to a point being the SE Corner Of the sold SW/4SW%Thence North 89 Degrees 16 Minutes 56 Seconds West olong the South line thereof for 1257.20 feet to a p int on the Easterly right-of-way line of Marsh Road, said point being 13.34 feet East of the Southwest Corner of sold SW%4SW%4; Thence North 00 Degrees 41 Minutes 19 Seconds East along the sold Easterly right-of-way line thereof for 608.88 feet; Thence North 04 Degrees 05 Minutes 25 Seconds East for 239.63 feet; Thence along a curve to the right having o radius of 475.00 feet and a chord bearing and distance of North 20 Degrees 47 Minutes 23 Seconds East for 272.98 feet; Thence North 37 Degrees 39 Minutes 21 Seconds East for 257.93 feet to the point of beginning and containing 92.22 acres more or less. f+••STATE OF''•.•y , AAKANSAS a N0. 1240 :• �, ' O 7 a] SIGNATURE / ,3i T f v 9EL '��' e��c +, p TIP;' AR ANSAS LI REGISTERED PROFESSIONAL ENGI NEER 5, No, 6907 vti r `ygFL P . MPRfJJr MARLAR ENGINEERING CO., INC. 5318 John F. Kennedy Boulevard North Little Rock, Arkansas 72116 INCORPORATED Phone: (501) 753-1 987 REVISION DATE DESCRIPTION B PRELIMINARY PLAT LOCHRI DGE ESTATES AN ADDITION TO PULASKI COUNTY, ARKANSAS DRAWN BY: DATE JOB NUMBER: LDJ MAY 2005 APPROVED BY: SCALE MPM /I = l00' SHEET NUMBER I OF / G