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HomeMy WebLinkAboutS-1493 Map 1WIDTH AS SHOWN ON PLANS GRADE I 2' HOT MIX ASPHALTIC CONCRETE PAVEMENT - D' STREETS i � PARABOLIC CROWN CERTIFICATE OF OWNER CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY We, the undersigned, owners of the real estate I, Michael P. Marlar, hereby certify that this shown and described herein, do herebycertify plat correctly represents a plan made by me, that we have laid off, platted, and subdivided, and that the englnee . requirements of and do hereby lay off, plat, and subdivide said the Little Rock Subd!Fv1lI Rules and real estate in accordance with this plat. Regulations have been complied with. % RISE PER FOOT Date Clint Boshears, Managing Member OCROW Lochridge Estates, LLC -� Little Rock, AR 72221 Michael P. Marlar Reg. Prof. Engineer No. 6907, Ark. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Michael P. Marlar, hereby certify that this plat correctly arepresents a boundary survey made by me nd boundary markers shown hereon actually exist and their locations, type, and material are correctly shown. Michael P. Marlar Reg. Land Surveyor No.1240, Ark. PRELIMINARY PLAT OF: 6-BELOW TOP OF CURB "� \ •> Date of Execution \ \ \ Date of Execution 4'FIELD TILE r r r Source of Title I� CRUSHED STONE OR GRAVEL BASE CERTIFICATE OF PRELIMINARY APPROVAL CONCRETE CURBS ICLASS 7 BASE COURSE ON O'WIDE STREETS. Persuant to the Pulaski County was Subdivision Rules and Regulationsthis document given I ULHK1LJUjLCERTIFICATE OF PRELIMINARY APPROVAL approval by the Pulaski County Planning Department at a meeting held on __ _____ , 20__ STONE T/ NDERDRAIN API of the conditions of approval having been completed, this document is hereby accepted and TO ERE ON UPHILL Persuant to the Little Rock Subdivision DIRECTED er �E ENcwEER. Rules and Regulations and all of the this certificate executed under the authority of said rules and regulations. TYPICAL SECTION - FLEXIBLE PAVEMENT conditions of approval having been completed, this document e hereby accepted. This Certificate is hereby executed under the - - - - - ----------------------------- WITH CURB &GUTTER authority of said Rules and Regulations. Date Director, Pulaski County Planning Department (NOT TO SCALEI NOTES AND LEGEND: ESrATE.5 Little Rock Planning Department Date /.%c IRON PINS WILL BE SET AT ALL LOT CORNERS FOR FINAL PLAT. i00 50 00 2C / T 9e p 2 ALL RADII ARE 25'UNLESS OTHERWISE NOTED. 3. THE PROPERTY IS NOT LOCATED IN THE Al YEAR FLOOD PLAIN AS AN AnniT10N I - SHOWN ON FEMA FLOOD MAP 05009 0380 D DATED JULY 16, l996. - v THISLAT I °° i e a. eA.,a SCALE. l//- l00/ 4. ALL LOTS HAVE A 25'8Ul DING LINE AND ISE SHOWN. S pULA.SKI COUNTY, ARKANSAS IRON PIN O OUANTATNE DATA: ACROSS THE FRONT UNLESS OTHERWISE SHOWN. 5. ALL LOTS HAVE A l0' EASEMENT ACROSS THE BACK F' VICINITY MAP CONCRETE MONUMENT Q UNLESS OTHERWISE NOTED. TOTAL PARCEL SIZE = 94.45 ACRES 6. THERE SHALL BE NO INDIVIDUAL LOT ACCESS TO MARSH ROAD. I PROPOSED USAGE -RESIDENTIAL 7.ALI LOTS HAVE A MINIMUM SIDE YARD SETBACK OF 8 FEET WITH A ZONED R-2 BUILDING LINE xx'euruurvc uNE f MIN OVERHANG OF /I i AVERAGE LOT SIZE - ,117 SOFT. UTILITY EASEMENT MINIMUM LOT SIZE -lOJl7 SOIT.LOT 39 B. WATER WILL BE SUPPLIED TO SUBDIVISIONHALL BY CENTRAL E SEWER WATER. P� xx•urxurr eASEUENr NUMBER OF LOTS -156 9. WASTE WATER WASTEWATER SYSTEM SHALL BE PRESSURE SEWER SYSTEM AND , xxxXr PRIVATE WASTEWATER TREATMENT FACILITY ONSIIE. BOUNDARY LINE Nxx•xxxre LENGTH OF NEW ROAD - 8333 LF E LOCHRIDGE ESTATES LLC O 1 I0. PROPERTY IS ZONED R-2 AND WILL BE USED FOR RESIDENTIAL HOUSING. 54R 014.00-074.00 CENTER LINE - - - DRAINAGE OUT 4 ZONED R2 FOUND %2" REBAR /. \�\ I N 01;47 2/ E 49.74 - - - - -. f LOCHRIDGE \\\/Z„ I DRAINAGE OUT FOUND l2" REBAR ZONED R-2 ,yl ESTATES LLC TdOR771WF� - _CORNER /" 20' RIGHT-OF-WAY DEDICA l ZONED R-2 4.0 AC 54R-0I4.00-086.00 : 50°7 A �2� ---_ LOCHRIDGE ESTATES LLC NORTHEAST CORNER ;FOUND 3 " JlM HASTING -� : LOCHRIDGE ESTATES LLC l -' /hl /z/ _ SW%FSWI 54R-014.00-076.00 54R-014.00-075.00 ; ' �y?� \ _ l \p \ N 1 1 I 1 I 1 1 I I I I 1 I 1 I I 1 1 54R-014.00-074.00 :SMOOTH BAR x n ZONED R-2 S 0/°4T 2/" W 49.74' SECT ----- _ S C ION W _ - S 88*12 58 E 1104.86' sET 12" ` W _ .�\ 111 1111�111'�II11 1 111 0 �z a" \ i i '.'//-- ,,{{,, /// / "Ill ll 'll ll/ /✓'-�-�-` I _.--- r ✓s'� „/ / ///, / -------- ---- - -- REBAR ZONED R-2 ZONED R-2 E SCOTT KNOEDL -� oa 7r •t� �y / _ - _ _ _ _ _ -`'= 8 d47-ttr? pm wry-/ - \ l0 DRAINAGE AN UTILITY EASEMENT SCOTT KNTED \ \ , \ \ \ \ , \ \ \ \ \ \ \ \ `- - _ _ _ _ _ / / // ' /' - - - _ 9tJ-I-G. 7 fJ .J-f T \ \ \ \ \ 54R-0/4.00-090.00 `i '✓/,����___�-j\ `-J i -�..r kk\���`�.� `\ ����= i_�'�r�i'��'/'/ii��=-- \ -\ \ �IN �OTHj(gp^�IR\\\\\\`\'\'\\\\\ \\\\�11 `\\\\ \ _---_-------_---_-_-_-_ f.�7 r " / 1. n\\' \\ ll \ \\`��� -\ �`\�\`\\ \\\���\`- -__� i' /'/� //��-__r _ \`� \- -`-\'\ ` ```\ \\ \ \\\ \ \\ \ 1 b, \, III_\ 1 \ \\ \ \ \ / \I •Iv'/I°2907 75• E FOUND V2 'n \\`� \ \\\ \� - - - - II __ \ ( / � � �\\\\\\ \ \ \ \ \ \ \ 9-�` \ \ \\\ \ \ \ \ � \�\\ � \ � ,\\\\\��� ..� ���i',/ '✓ /, " - � '-_ � , � --_\ \�\ �\�\ \`-� \ ` \ I 1 � i' 1 \ \ 1\ \ \ I \ 1.0 ! � �\\ 1 ---____________________ DRAINAGE 'I \I ! �� \11\ ,.\\ \\\,\\\ \\.\ . \ \ :\` "= - . \ �? N �\189\\ NI 7/ ...`:\.\\\\\\ \\\ \ -.\ a \ \ I\lll\ :: / I \` \pl1\\\ \ \ / \ 1 � \ \ \ \ \ ` ,\\\ \�\\\\ e \\.\\\ \\\ \ \, \_ '�� .// '�� � � \ \ I\ I it 1 \ I \ \ ` SE SW \\ \ \ 1 OUT 10.2� .\ ,\ ;\ ,\ \\ \ \_ _ - 8C 1841\ V I `� \ \ 1\ \ \ SECTION \\\`\_ o U I� 1 / �/ _ �� \t. `\ \` \ \\ ` \� \\\` ��� \ ,� \\ \ \' \ _-\\ `�\ y ��` Toy, I \F/ I I�� I 1 I \ \ \\ \ \ \ p/ I \ I I 1 % � � � \ \ \ \ \\, �\ �\�� �\�\ `\\ \ � \ \ ` \ \ � `� \ �\ �\ .� � \\ � \ � �/I I I I I I I I I I f j' �' 1 \ � \ (J \\ rt5\ I ILu `\ .... ... `\ NQ 1 I l / / ` ` \ \ \ \ �\ _�.\\,\\ \ \ \� \ \ 1 \•�\� \ _ ����\\ 19r.(9�� \\_ \ _ / / 1 1 \ 1 1 l I I 1 I / I / I / / 1 C :S'.' 1 ci'j I \\ \\�\`��\�\-/-_-__-___ ^ m ( /; L ham, - \` \ \ \ \. \ \ �\ \ . � .. \\ _ \ _� / 1 '/ ✓ 6 \ ,,q \ � \\� o\ 1/t/J' \\ Wp I /////' 1 _ \ \ ^y,Cl \\\, \\\ \m � - Q' � � � _T��`� �� _ _,n ,n I / I / / /(✓// / K % w//• l.1- /I \\\ \ `\ \�\\\ �\\\\\\\'\\\�. \\\\\ \\?$ J \�\ "_ - K/ 'p" 134.8.. / ////- '//� i /�//// ll// /�� `\ \\ 80 I\ \\\ \\\\\\�\\\� _ �_� - rL /// / \ \\ \ \ \ \ \\ \ \ \ ` _ _ ` 1'19 _-i / ///// / i / /' / \ \ \\\ \\ \\\\'\ _-\ ZONED R-2 8 NON�CLEARING `Q �f `\ \ � I I i ly / - / / � � - \ NON-ACCESS.YCA`S \\ _ LARRY BRYANT /y/ \`� I \ �\\\�\\\\ / / . 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I� `� � \ \ \ `•�j Si I- ,\\ \ \ \ \ \ O 6 'G 'y �\ � a `\I\� 69 I 7 //\,\\ \\ �`���'\\�����\ `� _�-� //-/\/I1l 1�1 I ! \F �\ \ \\\'\ \\\1,,\\\` `--� \\\\\\ O.\,\\\ \ \\\•5'� .\ \II\ T T//"//i'iiii /�//, _,_ t-- _-r�1��, �� "t\\\ \\� �/�\ \ 7'\9\ \ !O \ � 1111 1 \ \ \ \ p� \ - P\\ \�\V �j ` cif 1 ZONED R-2 C�- I I li ryI iri\ ,1 1v� 1 I \ \ G _--\� � \ \ \ � ^ y`�-� -' --YI 1 l l l 1' I \\ \ \ �\ \ \ \ \ \ ♦ \ \,\ - \ \ \ \� \ \ \\\� \ \ \ \t\ \ \ \ \\ \ \ � ` 1 , 1 �lt\' Q�\\\\` - � `� i Q - _ �- --_ -�� � �� � � � •\ � ��� � � � .\ \\i � \ - \ c/ � _ `\ � � \ 1 \ 1 54R-0I4A0-105.02 HENRY & MARCELLA CASH W I lII \ \ I l I \ �`\ _ .YI\ \\\ \ \7\ `\\� ,\` �T \\1V'I\\\\\ \ \\ Qi\\��_�\\ �1 \ __-- ,_�_ - \\\\\�.�•\��\�`\\ .�X \ \I \✓\�\\\ \�I _ ----"/ \ IIIII \5Jv Y.Y - -__ W a I AN l�-A�CESS ASL3MEN� \ 9 _-_ - _ �_ \c4.i _ _ \ \\ of I 11 I \ \ \ \ \ a /` / /r / / / I \ � \ � �. ` ,_ \ \, I \ \ N- \ rb• \ \ \ � � 1 \ \ \ \ �� �- ____ _ _ � � \ � , L = I \ / // / \ a \ '\ i• \ 1 \ \ \ \ e\\•\�111�1 11�111 --cam �\ a\\\\\\ \\ \\\\� - �p \\-�\\ \ \ / __-______ --_ \\\\\��\\��a \\\ -S-I` \ \ L�" 1 � \ -_ / \ 1 1 r-� I w � \ \`W (A()�` \\ \ \ � I \��\ 1 A \ \ \ \ vS A I r l0' DRAINAGE AN9�ATlLrfl' L'M�NT \ I - y \ \ \ \ \ \ \ off\ rP\��`_- `I � _ _ _ _'r 1 _. - - f \ \ \ \ \-t-`l`-P S-� 1-LI Ji 1_L.l 1.L1 a-\ T.-\\�- T-� •�• \ \ \ \ \ \ \ \ \ \ \ . \ 1 - - _ \ I \ 1 '1 1 I 1 1 1 1 I \I \\ \ \ \ I I III I 11 II I I Ir 1 11 1 1 1 1 1 V 5 FOUND 12" REBAR ' ;DAVIO 9 ANDRA�, SOUTHWEST CORNER ZONED R-2 ZONED R 2 / N / i o / REBECCA cALDw scHAccNUN N 89°l6 56 W 1257.20 SIN74SW74 'WHITE PROPERTIES :54R-023.00-033.00 DROHEN & WANDA RAMEY SOUTHEAST CORNER \' \ \ \• \ \. \. \ \ \ \ \ \ \ \ \,\ 1 /. / ~i -�---r 1-J-1 LL CJ\ a' lN'E1 I d / 111T�' L'A'EMBNlrI _ - \� Sw7aSW74 ROBERT & REVS KIRKPATRICK I 1 11 11' KOPl51 1 I 1 1 1 _ __________ _ _____ SECTION 14 54R-023.00-036.0 54R-023.00-030.00 I ! l - I LTD. PARTNERSHIP - T-l-N,R-14-W 54R-023.00-034DO I /: ZONED R=2 j SECTION l4 54R-023.00-043.00 ZONED R-2 1 1 1 1 N 1 I I' / I / / /n/ pr7�- I,f/ �F�( "---"_-^ -^- - _ _-- DRAINAGE OUT Part of the:SW/q and SE/ of Section 14, Township I North, Range l4 West, Pulaski TIN, R'l4W LEONARD OWELLY EONARD O'KELLY /' �E �7 CORiJHR 1 II I I I I I / ! I l V� C? V6'~VV 7� 17 -` \\ FOUND %2"'ZONED R 2 I CURVE DATA: ZONED R-2 ROBERT &REVS KIRKPATRICK h' LL _ DRA/NA E 48 AC County,Arkdnsas;more par icularly described as follows: 54R023.00024,00 54R-02300-040.00 SE%qSW%q ZONED' Z 3 MICHAEL LONG 54R-023.00-044.00 ZONED R-2 DENNIS CHUNYO MARVIN VAUGHTEf�-� - \ \ \ REBAR OUT 5.5 AC I NUMBER DEFLECTION ANGLE DELTA ANGLE DEGREE OF CURVE - CHORD TANGENT RADIUS JARC LENGTH Cl_ 34.52'05" 34-52'05" 28°57'18" 62.81 200.00 121.71 C2 30°59'07" 30°59'07" 28°ST'18" 55.44 200.00 108.16 C3 24°21'tl" 24°21'11" it°28'42" IOT.89 500. 00 212.52 C4 61°48'51" 61.48'51" 28"5'f'18" 119.73 200.00 1215.77 L5 24.55'57" 24°55757" 71 28'42" 110.54 500.00 217.58 C6 18°52'48" 18.52'48" 11°28'42" 03.13 500.00 164.76 C7 14.31'34" 14°31'34" 11°28'42" 63.72 500.00 126.76 C6 OS•04'01" 05°04'01" 11.1'42" 22.12 500.00 44.22 C9 11.22'28" 11-22'28" 11°28'42" 49.79 500.00 99.26 C10 19°35'50" 19°35'S0" 28°57'18" 34.54 200.00 68.41 C11 20"24'34' 20°24'34" 19°11' 7" 54.00 300.00 106.86 C12 22°20'52" 221`20'52' 06.22'10" 177.78 900.00 351.04 C13 25°42'46" 25-42'46" 11°26'42" 114.12 500.00 224.39 C14 41°15'37" 41°15'37" 28°57'18" 75.29 200.00 144.03 C15 23.57'3e 23°57'30" OS•43'55" 212.18 1000.00 418. 15 C16 35°05'34" 35°OS'34" 19°11'17" 94.86 300.00 183.75 C17 30°47'02" 30.47'D2" 19.11'17" 82.59 300.00 161.18 C18 33°23'58" 33°23'56" 11'26'42" 150.00 500.00 291.46 C19 02-38,08" 02°38'D6" 11°28'42" 11.50 500.00 23.00 C20 94°04'57" 94.04'57" 38.56'33" 161.09 150.00 246.31 C21 08-05'24" 08.05'24" 11. 8'28.5T'42" 35.36 500.00 70.60 C22 37°20'03" 37.20'03" 18" 67.5T IZUO.UU 130.32 C23 05-16'07" 06°16'07" 11-2 136.14 ItUU.UU If2.16 C2A 29'21'40" 29°21'40" 28°57'18" 152.40 1200.00 102.49 Commencing at the NW Corner of the SW%4SWI14 of said Section 14; Thence South 88 Degrees 3/ Minutes ZONED R 2 SECTION !4 54R 023.00-0/200 DRAINAGE OUT r n22.nn 54R-02300-0I300 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; 7°75 AC ''�1`r,IST 1 JJrf�c';'� A� dF� Thence South 88 Degrees 3l Minutes 33 Seconds for 984.25 feet along the North line of said SWII4 SW l/4. ,° �1��T,JJJ� 1 to the 3NE Corner thereof; Thence South Degrees88 Degrees l2 Minutes 38 Seconds East o distance of 231.67 f�et to a STATE OF '•1 011 ��� sus FoudO� besmooth ar ThenceaSou nce 88 Detre�s2 Minutes 38utes 21 Secondseconds East a Ea a distancestance of of 1104.864fee4 feet to nce South 0/ ?f ANOAz40s L''•; �, c ss�s, REGISTEREIID Degrees 47 Minutes 21 Seconds II for a distance of 49.74 feet to the NE Corner of the SE�V4I said PROFESSIONAL B Section 14 Thence South 87 Decrees 29 Minutes 07 Seconds East for 475.09 fel Thence South 0/ Degrees 46 PRELIMINARY PLAT g LOCHRIDGE ESTATES Minutes 00 Seconds West for 1294.17 feet to a % "rebar;Thence North 88 Degrees 48 Minutes 06 Seconds West 4, � r � EN(3IN]EER ss\ AN ADDITION TO ` `, ¢� * * * p PULASKI COUNTY ARKANSAS for •471J4 feet to a I inch Cotton Picker Spindle (CPS), sold point being the Southeast Corner of the said SE 114 = d ,°?Na P. �X/ ;' s SW%4; Thence North 87 Degrees 53 Minutes 37 eco ds West aloe the South line thereof for 1313.71 feet -,, 1p� ' ••• •- ' S `r��cy No. 6907 FL�'iIl to a point being the SE Corner of the sold SW� 4 t o�the Easterly of -way line otfsMo�sh Rood,soidSeconds st point being<.,,AL 1LA���.� �qEL P w5l, along the South line thereof for 257.20 feet to a po y g y po 13.34 feet East of the Southwest Corner of said SWV4SWV4; Thence North 00 Degrees 41 Minutes 19 Seconds East along the sold Easterly right-of-way line thereof for 603.88 feet; Thence North 04 Degrees 05 Minutes 25 Seconds East for 239.63 feet; Thence along a curve to the right having a radius of 475.00 feet and a chord bearing and distance 9 DRAWN BY: DATE JOB NUMBER: LDJ MAY 2005 APPROVED BY: SCALE - inIl SHEET NUMBER I OF / of North 20 Degrees 47 Minutes 23 Seconds East or 272. 8 feet; Thence North 37 Degrees 39 Mmufm i Seconds MPM - East for 257.93 feet to the point of beginning and containing 92.22 acres more or less.