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HomeMy WebLinkAboutZ-6120 Map 4I b`r N MATCH B -B ' SSOJ \\ .` +, 1,1 ,tom , -u4.3� t.' / /� • \ �/ �_ - �•, ----- -- -- -- - -'---- -- 500 W E - I I 2a �sy LU �, h e + 1' 98 3 129 Er\s�1\�6y1 IL' a108 //4lQ 1 1 pC a. toe 57% 530S 0.p' 1 0 V. o8b6 r 1520 7s � at9 80 100 0 100 200 1 ' I° SgL �"I6 '5 5e2`0b 40 SF590feetscale 571=100' g g.9e?9 g I I 20 p S CERTIFICATE OF PRELIMINARY tt �r 3 L7S\ ,/ 4 PLAT APPROVAL / \ \ _ _. \ t P I _ i� 96 1 / '� n'G• / r ' 56 20/ 4 \2C1 / ,<J ` / 20 110 i I II 158.05' _ 7 \ /�S•r\/r� / i\ / �/?• v. P�r' �'drSami- 0' � r / r`r 7 / ./ /.` .d.2 `�. > ,'/, . b`1b^.•<7l `'h� ,`v,Y� K. r ;,`'4 R t 19 _ W}FIiti tIy o 52'- _1 8 All requirements of the Little Rock Subdivision _ 11. mary plat having been O � i 1fand submittal of a preli7a 7_„ I __ . -wcJ o _ --_,- 7 8 _/ _ _/ -_ ___ -__ _ _ s' Rules and Regulations relative to the preparation 0 15 fulfilled, approval of this plat is hereby granted, 3 71 `P subject to further provisions of said rules and Z -570 � 15 A This certificate shall expire n8 23> r \ r Ate Date - Signed, v It 1 11a 43 45lO I I---- 21 127 \o 63 22P_Date of Execution Name. Planning 38 L R 99, as 24 $ tg Commission n0' DRAIN EA__ �.� 04N4 AF \ -1 25, BDUNE', I Ite -' / 126 r `, t1 94 e i `> •. ' r \ r r i r '�:'%•� r �/ ,' 7 �^ `,. 'rt 41 •' y° / ., - -.. ��' 10000' i til 15156' ,j6o - '--------- -- �L7 CERTIFICATE OF PRELIMINARY 1 m V �r t .�_. .1 RING ACCURACY "1 C � r i \` • < \ r 79 i /,` r r� r rr 47 ,. !/ �2SL. ,q0,,, ' r c�� �^ / 28 -. �J� �� ('� ii I ENCr 6 i \r 8 f r, t 1 ! f 11�i7C <J� o rc NEE N 7 `` \2It r �. \.14 ; 4 i 47 , , J ' I 11 - I \\1'' rm '/ r rI 1 r J (i\ rr / r ' / , /� ,4i9 -\ . \ �.`�rd i •_r / -/ ri� IY /�.�{' moi. - \: 12693' 46 - _1 I 15011'- / N3 536`tWilliam L Dean hereby certify that this plat correctly represents w3 • _ 1rLPIs'» 1wtIg__ II1 e Rock Subdivision -___ ._ 1 I'�_\`,•.,.. `_-\, wt\ , rr \, r-. �' r ' \493 �' i r `Sr�,r r r / �.r r, r _ - _// _, /' ,�.r. i /•! ! .,/. �r\, r.� ///gs.J\\_f r' I -g-/\�l.../\rjii`J• \! r' I rr`-_'`% , r l , -_ ---5�- -_ -_ - - 1-0E-. R% - F' a plat made by me• and that engineering w lr requirements of the L 94 1 V with :¢, i 83 5 Iit118 ' 79. I HAS 2527 Rules and Regulations have been complied / 3 2625 60 I 25'BoL4! Signed. 15LIPAS'r „ 1; 18'19 S I 13% EA 54 ` // //Name, Registered Q•Date of Execution B 18 0 DRAINEAS-H c �vy, " \/ Engineer j 4418 Arkansas is, 33 __-p3wy'-alij Lll� I (A900, 1 I t 30 r0� -- 1 46 ---- Z III 1 I 37 - T CERTIFICATE OF PRELIMINARY �-1-- r 7y 119 i \ / r fiLJ SURVEYING ACCURACY 1 r ! 1` @[�� 'O� r2o \ , / r ! i 1 tI 53 �� _ / , C T � r I 1 I I /� � ! "�' _ ` �_ - r CM• / dQ. r / 0 1 r � .tt , ,� ,� � o\� •�� � i i _ _ 25 BUILDING ME �' / / � t2 -'. 20 - k 88°S2= 168-30' /'/ / 1 123 . / , \�60 I r ' I 51 1 I Welham P'Grosonhereby certify that this \ m r� r 4 g r `\ `� 16• 02' 1 1 130 00' i i / � plat correctly represents a boundary survey made r \`-it ' r r3� r r - ' 4 ✓ r \ \ -� - }^.� se -G pay^`r '�' ` '-'--- O� 1 \ F r J /` I -L. ' ` �\`` 7r / `>` ` / 4r / 1 \ J �i11...V IYG r L `\\ 520 I U or verified by me that all surveying requirements -*.�' °° \ tp '? 14811 _ _ V� / >`� '�`- ^' / ' •r 7851 i of the State of Arkansas and City of Little Rock -1v0rw C. -- - r _ �at6A 51016- - , r I I '-1 \ `N� Off? .. 01 \� / / / / / l `-� ! .56.13 \1� \`a � Subdivision Rules and Regulations have been E E / , , 73.69' 44LNE 02' I. -I 6540.1 1 06.36 1 t `\r r 1 530 I I\ 1rr '" 1o'srwt x rasE 1316.@ / 50 d� 1' ;' 2 2scomplied with and a copy of said boundary has - _ `---/ N 92'2T-1Pd - _ � r �- 6 qt. at ti'!�i . 00' ' / / I i ii r I 1 � been duly filed for record in the offices of the �•• o r ,� r 540\ 8 Ir 1 \ `J 16093 State Surveyor and the Pulaski County Circuit ' �\ iIIwwW. r i' BUILDLtt m 69Y •>�/ / / i ii +ItI �1Ii `1f ir II � _ -II1I ` � I • r1 ,r t 1\. ' 1 .1 l 1 10 r \1 r`r rr1 \ tr ` t 5t 50 Clerk On S.in X18 67 I 3 4 51 6 EK7 121 HOUSE " 52 Plat Book Page 77 IN I L `11 rt1,1 34 470. 1 l T I - CD 1II 560 Ip 10'SF.WL4 hASr I I 10 Sl WFR FAST. � ' � 'r` � � / �' ,J` ' I I Date of Execution Name Registered Professional Land Surveyor No 1170 Arkansas I have consulted FEMA Flood Insurance Rate Map. Community Panel No. 050179 0380C dated May 16. 1983, and find that the hereon property described is not in a 100 -year flood zone William R. Gipson Registered Land Surveyor Certification No 1170 a REAL PROPERTIES INC. N18`48'27 W S18°48'27"E -- - - , `1 `-'._ ---_�' r I 1 1 1 5510 a 22305•MW S 10637'MWAS. (D N88' 2',fNV49458 -T - - ----- 4 • i N I ol`ioo 58" W (223.4' DEE ) (106 42' DEED) (- Z Z / --- R09fii'MWAS I 0 $AKER \\ 540 N B8` 53'16- W j210 i�0 DEED) N 01' T 33" E J 250.33' MWAS N BB' z zr 10 00' VIITH / GOMEZ HASLAUER\ BLISSIT \ (249.7'DEED) SHANK i TUEDEN KEMP O Lu XR ��I THYLOR SAWYER HERRMANN LAND ELGOR, INC 3. B'HARWELL I BELANGER ~ a \ t GiSTE- PP srnrt or•�`'• ARKANSAS N .1170 t req .. S f �S��It mfr It ARKANSAS REGISTFAID 0}E NS ',4 .9 � CtV11 DESIGN, IN ty No. '10 If v LEGEND SEWERAGE BASIN DIVIDE EXIST ATV OR FOOT TRACK SEWER, DRAINAGE OR UTILITY EASEMENTS -� zs STORM DRAIN PIPING SCHEMATIC TREE! VEGETATION LINES BUILDING SETBACK LINE CK W U) A CURVE DATA _ R T D L ,a 140-30'-00" survey Elevation source. PAGIS M S L 1572.13' 200.00' 3.64447 397.86 19'-00'-00" 59758- 100 00' 9.58797 19816 © 22'-00'-00" 514 45' 100.00' 1 13729 197 53 76°-00'-00" 255.99' 200.00' 22.38205 33956 15 320-00'-00" 523.11' 150.00' 10.95292 29216 13 31'-15'-00" 446.95' 125.00' 12.81929 243.77 1� 51 °-00'-00" 262.07' 125()0, 21.86278 233 27 1� 30'-00'-00" Lot alongs20,21,29,em273o2.ansollowsLotNos133ts 37 through 40 along such lots on the tumor arterial as follows lot Nos 133 1492 82' 40000' 35017 781 64 �S��It mfr It ARKANSAS REGISTFAID 0}E NS ',4 .9 � CtV11 DESIGN, IN ty No. '10 If v LEGEND SEWERAGE BASIN DIVIDE EXIST ATV OR FOOT TRACK SEWER, DRAINAGE OR UTILITY EASEMENTS -� zs STORM DRAIN PIPING SCHEMATIC TREE! VEGETATION LINES BUILDING SETBACK LINE CK W U) A GENERALNOTES 1. Ground contours (2' intervals) are interpreted from aerial survey Elevation source. PAGIS M S L 2 All lots having curved boundary lines are measured using chord distances 3 Front building set -backs shall be as follows 25' for residen- tial and minor residential. NY for collector street, and 35' for mirror arterial 4 A 10 foot "no vehicle access" easement will be final platted along double -fronted lots along Cooper Orbit Road as follows Street Classification Requirements Lot alongs20,21,29,em273o2.ansollowsLotNos133ts 37 through 40 along such lots on the tumor arterial as follows lot Nos 133 PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES Kanis Road West Minor Arterial Both Sides 201. 202. 203. 222 223 234.241 and 149 Hartford Residential One Side 5 vehicle access for single -fronted lots along CooperOrtARoad CITY OF LITTLE ROCK Denver Frankfort "" Cul-de-sac °" NIA will be permitted only as follows Lot Nos 1, 34 and 35 PULASKI COUNTY, ARKANSAS 6 Storm drainage piping isShown hereon graphically inapproximate Bangor "" " '' locations All storm drainage piping. Inlet boxes, and ditching will be contained within public street ROW'S and%or exclusive PLATE 3 OF 3 Lansing Residential One Side St Paul "" "" drainage easements DRAWN BY. B DEAN Sacremento "" "" 7 Street continuance Information signs per Section 31-202(d) of DRAWN assfi 5n REvisED s-29 9E Pierre "" "' the Subdivision and Zoning Ordinance will be provided at the Baton Rouge g project boundary lines on all street stubs to adjoining property OWNER OF RECORD John Burnett. TruWee Tallahassee Albany Cukde-sac N/A I 8 Minimum curb return and property line radii at arterial and TITLE SOURCE 46-8702. BOOK E,FG 537 Rose Garden ResideftLal One Side collector street intersection shall be minimum 31 5' All other street curb return radii shall be a minimum d 25' All prop Lincoln "" "" erty line rade at street ROW line intersections shall be a min CIVIL DESIGN, INC. Phoenix Cul-de-sac N/A Imum of 25' 15 104 r4 CAN'1'Rli11.l . R( )AI> Di IA'1"I'I.I'. R(K'K. ARKANSAS 72212