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HomeMy WebLinkAboutZ-7964 Map 1GENERAL NOTES: 1. There are no recorded subdivisions adjoining this tract, except those shown on this plat. 2. Easements are for utilities and/or drainage. 3. Al curves have a 20 radii unless otherwise shown. 4. All measurements are chord and to the points of intersection unless tangents are shown. 5. There are no outdoor storage buildings allowed in the development. 6. Error of Closure = 1:583,867 _\/iCCA i -7S ,/jyh - 6617" 1_ Line Bearing & Dish L1 I S 54057'37' W 50.30'7 t L2 S 35°02'21" W 30.95' curve 10' EASEMENT Chord Bearing & Distance Tangent 20 BUILDING LINE I Length', IZ I� 90056'32" �I �I 76.24 75.00 119.04'. C2 TYPICAL N 86035'54" E 62.11 m LOT °I C3 LAYOUTI N 86°3928" E 61.01 c� 350.00 6 19 115-53-10" Z 91 Im 97.50 �I C5� 17°41'59 S 22°06'17" E 3.00 i I 97.50_ J C6 10' BUILDING SETBACK/EASEMENT _\/iCCA i -7S ,/jyh - 6617" 1_ Line Bearing & Dish L1 I S 54057'37' W 50.30'7 t L2 S 35°02'21" W 30.95' curve Delta Chord Bearing & Distance Tangent Radius I Length', C1 90056'32" S 42°50'24" E 106.93 76.24 75.00 119.04'. C2 10°10'52" N 86035'54" E 62.11 31.18 350.062.19 ! 5550 SQ FTI $ I C3 10000'00" N 86°3928" E 61.01 30.62 350.00 6 C4 115-53-10" S 0501942" E 26.95 13.60 97.50 27.03 C5� 17°41'59 S 22°06'17" E 3.00 15.18 97.50_ 30.12 C6 17°41'59" S 39°_48'16" E 30.00 15.18 97.50 30.1211 C7 26°34'45" S 61-5638- E 44.83 23.03 97.50 45.23 C8 13004'39" S 810461201 E 22.21 11.18 97.50. 22.25 C9 12" N 8905914" E 22.12 11.07 372.50 22,13 C10 06`4640" N 84053148" E 44.04 22.06 372.50 44.06 611 1 05°52'17 N 84°26'37" E 33.55 16.8_0 327.50 33.56 C12 04°0743" N 8902637" E 23.59 1 11.80 327.50 23.60 C13 34046119" S 71°06'22" E 11 59 6.26 20.00 12.14 j C14 2200525" S 64045'55" E 19.16 9.76 50_00 1 19.28 C15 53°3258" N 77°2454" E 45.05 25.23 51 46.73 C16 5002210" N 25027'19'E 42.55 23.51 1 50.00 43.96 I C17 51°05'53" N 25°16'42" W 43.13 23.90 50.0044.59 1 C18 1'18"N 73°25'18" W 38.42 20.81 50.00-x39.43 I C19 169021 S 5401644" W 49.50 28.49 50.00 51.79 1 C20 66052'03" S 58°04'27"W 22.04 13.20 1 20.00 123 34 C21 i 91007'24' N 42455150"W 28.56 20.4_0 1 20.00 31.81 C22 88°34'06" S 46054'55" W 27.93 19.51 20.00 30.92 S 86°21'13" W 62.93 31.58 372.50 i 63.01 04°23'57" S 83°42'27' W 25.14 12.58 1 327.50 25.1405°46'55" t2309°41'30' S 88°47'53" W 33.04 16.54:327.50 33.05 90°56'32" N 42050'24'W 74.85 53.37 52.50 83.33 Point of Beginning Fnd. I' Pipe LJ1 1 - 6 4- ! 2 ! z 2S BUILDING LINE z 1 M LOT 1179514.97 7446 SQ FT zi I 2 a 0.17 ACRES m 1 1 � I I I 3 i-- -N 87°22'08" W 92.W 1180141.42 I $ I LOT 2 Z! 4 ! 5550 SQ FTI $ I 1180143.27 ! 0.13 ACRES 5 I -N 87°22'08" 1180785.04 ! 5'_W MENCO co- LOT 3 80 n j 5583 SQ FT 3 LU [ 0.13 ACRES € I n 1180532.28 1 �- -N 87°7208" W 98.22 LOT 4 \mow Z Z $ I 5743 SQ FT 0.13 ACRES , LS W 86°925' COORDINATE DATA CORNER NORTHING EASTING ELEV. 1 152583.25 1179514.97 2 152207.81 1179497.72 3 152188.80 1180141.42 4 152228.77 1180143.27 5 152212.13 1180785.04 2065-3066 152335.83 1180696.28 477.38 2065-3067 152564.40 1180532.28 483.38 bF4 FEbib f) q 'a rys V y^`7'n i• Y,- CEI CENTRAL ; = C3 r ARKANSAS ENGINEFIR INc #269 ' i� fp �18611f 1511 ¢!!N - - - - - - _ - - .._T 62.85 02'- ---- - - - - ----- - �.cr _ w 15' EASEMEN - tO N /2.53' `" - 22.51 22 S1' ^. •` _ v64.27-- w -.- ..li -- w -62.86'-- b9 - _ _ 82.85 to NO ACCESS EASEMENT _ _ tblrz 9- JAS -I I- - - -- - r --- -- - - - - 1 0 ACCESS EASEMENT I 1a NO CESS EASEMENT F-10' EASEN 1 I� ae. I i 67.15' t 3a BUILDING LIPS \ ! �w 25' BUILDING LINE --�_ _ ? 30' BUILDING ! 25' BUILDING LINE i r` Z w `�3 $ _ - -- ! -- - --- - - .-, Jo �+ 25' BUILD I SO' BUILDING LINE I PROPOSED SIGN a \ LOT 40 �! I C6 LOT 46 -I �l o I NGLINE F I - -- -- -} - -� - �/ �& \ 1 a 7790 SQ FT w! 3 LOT 41 13 `O o ^ 6837 SQ FT A I ! LOT 47 21 ! 0.18 ACRES N 7570 SQ FT ! LOT 42 3 oz LOT 43 3 LOT 44OT 45 0.16 ACRES I ! 1 16969 SQ FT 8 \ \ JJ 7593 SQ FT 7462 SQ FT I3 3 LOT 48 LOT 49 3 LOT 50 / 1 I 0.17 ACRES ! F " 7199 SQ 9 SQ FT - g I I ti \ "' 0.17 ACRES z m _5'EASEMEN 0.16 ACRES o! 6480 SQ FT 1 6499 SQ FT ! 8437 SQ FT \ a 0.17 ACRES I 0.17 ACR - - -- - C'J - ._ _ _ _ _� 0.15 ACRES 1 0.15 ACRES 0.19 ACRES \ -----_Ji o 0 0 ACRES oT/ a� 7'n R, N 87°22'08" W 9250'- S87°2208"E92.50 I - 87°22'08 E 92.50-- ,1vLOT 39 -JI'y -zC n is EA - EN w m Aoi ----- - sz.a _ L-__-- J - -- - - J $ ! 55507 SQ FT aW w '3 i LOT 29 s5.00'S88°4255" E 65.07' Saar6012 SQ FT I sa.zr 3.01' 62.85' 208" E so.00' o I sa.zr 5.87 58.25 19 J ' , $ ! 1 5550 SQ FT e! so.oz' so.02' 63.41'0. i4 ACRES .01' so.oi' as°3729 E so.o1' 60.01' 61.18'-- -- - 0.13 ACRES I N W 90 90 0.13 ACRES I r - - - - i6EnsEMEPir - - - - j LOT 24T---- ---- G� S F .I- -- - - 10'EASEMENT r,-� _N 87°22'06° W 9250' " 4 I. w 0. 16 ACRES � // Vlr20- uo5 F_1_'iEMENT-J 1, �i � 0 5�Z "� ^�"C�1.7L�Y1 --L n! Y l� �i o U� I ,S87°22ne E92.50_ g ^ 5604 SQ FT -- s e7 zz'oe° E s2.so' _ I �Z' I W W LOT 26 `` f'� ,Q cP\ 6428 SQ FT 0.13 ACRES I ° i ^ �� / \ i I LOT 27 c cA O � � I ! LOT 32 w _ g l LOT 37 I w LOT 33 w T N w i ,ary ��i cPc94 \ o w w LOT 36 LOT 35 LOT 34 I w 6465 SQ F, F LOT 31 ^ Z z' LOT 28 6442 SQ FT ! Z_ = LOT 38 6793 SQ FTI w W w 6812 SQ FT MI g I of ^ 0.15 ACRES 0.15 ACRES ! r /� i ���/�� \ /\ I ! 16812 SQ FT 6832 SQ FT 6834 SQ FT ! 0.16 ACRES ' 0.15 ACRES ; 6701 SQ FT ! i 6470 SQ FT s �� c re �� �i �',zoA 6875 SQ FT 0.16 ACRES 0.16 ACRES ! 0.16 ACRES 0.16 ACRES I z ^ 0.15 ACRES ,o, 0.15 ACRES z ,9 LOT 23 �/ �'' ` 0.16 ACRES ! ! �' €� 2 , / _ ` a' '��� `Q t` `� 1 0 ! ? _1- 115' BUILDING LINE ! _,_ 75' BUILDING LINE ( '.. 120^�BUILDING LINE I�/ \� 8277 SQ FT v ! ! ; z - - - - - zti °a - - - - - �a EASEMENT 1 - / ; A 019 ACRES �� 9\\ J v X15 BLDG UNE I 2a BUILDING LINE-` ! I - 72.12' ._ - -- - - o - so.o1' so.or cz \\ 1aEASEMENT 1 \' \. 39.14 80.01' - 1 -- - -- -- -I = - --- - - C'-'- 35•x' 61.15 10.64 C3,_ . _ __"::. I :, _.._._. 7.95 60.01' so.o1 27.oa' czS cza * 3956 _ 307_81' 2sa KANIS CREEK 88°29'32" PLACE 45' R - - SJf9^Q'4V Eat - - S E 347.37 - KANIS CREEK PLACE (45 RAV- _ - - - - - , z _ 888°18740' E 21621' ? c t t C12 35.43 60.00' so.00' /i LOT 22 / • .:.._.�. :-x�.ri:,�r _ _. 30.14` r- -- - - f -- 60.08 60.08 31.02' - - r---- Cr 1 a EASEMENT - - - - -- - - - - _ �a c _ ` 11094 SQ FT A4, \ I ( LOT 5 , / ' r - - soar _ soar- so.00' 3zss' ca CIO - -F $ - -- --, -- -- - - '4 C1 ' I , / r - - - --1 -- !- 20' BUILDING UNE C15 / \ \ \ 0.25 ACRES \ 9528 SQ FT / / 1Y EASEMENT -I - - - -F___---1 i -- - Z M m W I N N rt 1- - -! wl 3 LOT 15 LOT 16 LOT 19 r n99 ACRES / l 1 zc'eu - - - _ 3 LOT 17 3 LOT i8 N ^ ti � ILOING UNE i 1 1 m 5547 SQ FT 1 3 1 F w i N R 5556 SQ T b 3= a ^� 3/ N 1 1 5554 SQ FTI s 5553 SQ FT! LOT 20 \ / I / LOT 6 g g LOT 14 0.13 ACRES a 0.13 ACRES N 5551 SQ FT ! 3 LOT 21 'TIF sv / wl LOT 7 LOT 8 LOT 9 I E# F 0.13 ACRES F \� 6 yf 9501 SQ FT 3 3 g 3 LOT 10 1 LOT 11 1 LOT 12 I LOT 13 m, ; 8023 SQ FTI ! ! 0 0.13 ACRES ! 'g 0.13 ACRES ! 5395 SQ FTw 7315 SQ FT F // _ " / �/ 6748 SQ FT 6159 SQ FTI 6159 SQ FT 3 6164 SQ FTI 6402 SQ FT 1 °� 0.12 ACRES \� TRACT 'A i 0.22 ACRES hi p N 6159 SQ FTI a 7010 SQ FT 0.18 ACRES L L 1s'EASEMEM_ J - _ -- ( U' m ! y 0.17 ACRES ma DETENTION AREA G C 0,15 ACRES s 0.14 ACRES 014 ACRES 0.14 ACRES 10.14 ACRES ! 0.15 ACRES 0.16 ACRES a - - - - - - . _ I UnUTYEASEMENT = o y C') c.-_-__ - -J L-- /123.81' \ ----J L.-._.----_ �-----J 7'n 5997' If B0.oNo 60.00' 60.00' J 60. �. _ - J LU11LnY EA1SEMEPfI'j L -- © 'z7' N 88 3052 W 641.99-(A) - - - 2a c c, _- c ---- .- _ _ _ c- _ - - - - -I - _ G _- �G - FnB. I4 Rebarw/Cap o I u _. _. 120.37' un nry ......... o , u - TW6W 15090. S 890GI1181, W a Fnd. LEGEND *- SET NAIL IN CENTERLINE • - SET #4 REBAR W/CAP O - FOUND MONUMENT A- COMPUTED POINT &- CONTROLLING CORNER -c� POWER POLE E- GUY ANCHOR o PHONE PEDESTAL SEWER MANHOLE ® SEWER MANHOLE C CABLE BOX ® WATER METER M WATER VALVE -b -FIRE HYDRANT STORM DRAIN MANHOLE PROPOSED LIGHT CENTERLINE ROAD BOUNDARY BULDING LINE -- -- - - --- - EASEMENT X - X FENCE LINE ROAD RIGHT-OF-WAY ----- SECTION LINE SEWER LINE WATER LINE - OVERHEAD POWER LINE - GAS LINE 10' NO ACCESS EASEMENT ASPHALT S 02039'22" W 40.02'-(A) S 00000'00' E 40.00'-(D) S 88 50 26 W 667.10' Legal Description: Part of Tract 5, Sach's Suburban Tracts, located in the South 9 of Section 6, Township 1 North, Range 13 West, Little Rock, Pulaski County, Arkansas more particularly described as follows: Beginning at a 1 inch pipe marking the Southwest Corner of said Tract 5, thence North 02 deg. 37 min. 52 sec. East along the West line of said Tract 5 for a distance of 375.83 feet to a point on the South right-of-way line of Pride Valley Road, being 30.00 feet from the centerline thereof; thence South 88 deg. 56 min. 19 sec. East along said South right-of-way line for a distance of 1017.49 feet to the Westerly right-of-woy line of Kanis Rood, being 45.00 feet from the centerline thereof, • thence South 35 deg. 39 min. 39 sec. East along said Westerly right-of-way line for a distance of 433.57 feet; thence North 88 deg. 30 min. 52 sec. West for a distance of 641.99 feet; thence South 02 deg. 39 min. 22 sec. West for a distance of 40.02 feet to a point on the South line of said Tract 5; thence North 88 deg. 18 min. 29 sec. West along said South line, for a distance of 643.98 feet to the Point of Beginning, containing (419,204 sq. ft.) 9.62 acres, more or less. '18x' M ?ULASKt 5l;-- :n°p 11 ' `* * * WEGISTERED PROFESSIONAL ENGINEER No.7730 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 estatein accordance with th I - Date of Execution (signed) KCA Development, LLC. 10 Alban Lane, Little Rock, AR 722231 Warrranty Deed Book 388; Page 255 Warranty Deed Book 687; Page 283 CERTIFICATE OF RECORDING ,�007090;? 7F This document -number _filedfgrrrecord_�, /Z/ �d 7 in Plat Book H , Paae W. Clerk & Recorder CERTIFICATE OF SURVEYING ACCURACY I, Randy Alberius, hereby certify that this plat correctly represents a survey made by me or verified by me, all monuments required actually east and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have be n complied with. Randy Alb rius Registered Land Surveyor, No, 1264, Arkansas. CERTIFICATE OF ENGINEERING ACCURACY I, Raymond Hickey, hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. 3-f3-67 (signed) Date of Execution Raym d Hickey Registered Professional Engineer, No. 7730, Arkansas. CERTIFICATE OF FINAL 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 fitate s hereby executed under theauthority of said rules and regulations. (signed) J t�-cq Nam Date of Execution Chairman Little Rock Planning Commission ©25. Fnd. #4 Cap OWNER/SUDIVIDER KCA Development, LLC. i/ iidl, LN Id Lithe Rock, AR 72223 tri KANIS CREEK SUBDIVISION CITY OF LITTLE ROCK PULASK COUNTY 3 ARKANSAS (Z i I JI FOR USE AND BENEFIT 0�=`)? ENTRAL ARKANSAS SURVEYING INC. a ai 4.38 C_. KCA Development, LLC.11708 Kanis Road Little Rock AR 72211 x 1 , 1 Phone: (501)-223-0497 Fax: (501)-223-0496 E -Mail: rsa-cas@swbell.net 3-0 �• PROPERTY ADDRESS: Pride Valley & Kanls Road m CERTIFICATE OF FLOOD NOTE: -1091.1- plotting ygraphplotting only, this property is in the Zone •X° of I I i I fop gGIS the Pulaski Counter flood insurance rate Map, 25' 0' 50 100' -- SPATE OF °aa� CommunityPanal No. 050179 0264 D which hears an affective date of October 19, 2001 and,( ° O 264 is NOT in a Special Flood Hazard Area By >l Drawn By: L. REMSING telephone call dated June 3, 1999 to ft _ 1 National Flood Insurance Programe J ° (800838-6620) we have learned this community Checked By: R. AlberiUS e a does currently participate in the program. No W ° a field surveying was performed to determine this SCALE: 1 "=50'$ AL , zone and an elevation certificate may be •,pN� L A1� needed to v this determination ora I for a ° a variance from the Federal Emergence y DATE: 3/13/07 °° °° Management Agency. -� FILE NAME: H:\SURVEYS\PRIDEVA\PRIDE4.DWG