Loading...
HomeMy WebLinkAboutS-1221-J Map 2U \` t V ' � STORM WATER DETENTION FACILITY 1 1 a � ,� 3s•21' o 154 % y"5- s, U w `J psi oa 0 �rO 2S0 ' s GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN --_- MAY BE USED FOR DRAINAGE AND/OR UTILITIES AS NOTED. DRAINAGE EASEMENTS SHALL NOT BE OBSTRUCTED OR BUILT OVER. 3. SEWER EASEMENTS MAY BE USED FOR SANITARY SEWER, 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 6. ERROR OF CLOSURE: EXCEEDS 1:20,000 7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 8. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 25 FT., UNLESS SHOWN OTHERWISE. SIDEYARD BUILDING SETBACK LINES ARE 7.00 FT. 9. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 10. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. 11. TRACT G, MAY BE USED FOR DRAINAGE, DRAINAGE OVERFLOW AND FOR LANDSCAPING WITH THE APPROVAL OF THE DEVELOPER 12. STORM DRAINAGE AND DETENTION FACILITIES IN TRACTS SHALL BE N a•39 , M / / a pp >$Q elder E-S MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. co o M 'o h / / 42 o gd 0%' mf S/2 42'F \\ \\ 13. TRACT F MAY BE USED FOR A PEDESTRIAN PATH. �' Z / a 'Oo h 15_,Q, mt. / e \ / \O 1, > o / ,S e 54.38' 3.1>.9°����5`fsmt.-� 43 1O 9d0 SQL \\ \\\ /`20' ACCESS FOR LRWRA 6 75.QQ' �� ad oo_ ^. \o \ C OF NTLE ROCK op of Sloe 00, ;^ \o,,1 c� _ fsrnt�' y,� �.'S %0 44 - •�L •d ` �>S,QQ, \ _ sANl sexFR PUMP STATION / P o h -'` 4p3¢' r 0I w o o° \ CERTIFICATE OF SURVEYING ACCURACY / o C3, / ' \ >A. 331 9\•� `� OC� ` � � ntenne tower .. S4, g' _\ ._� ^ J6' S' i \ \�-- \ pd r----.-..-_---_----__-- 34+ w 38 10�32F9 / 118 p$`-�'`p 3432,�\\ \ e 45 0° Sewer e4mt gd°/ /^` �z'\3 \_``�\\ �`\ a/ I \\---------------� I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS >2 �'��'� 3g>` d ��61./ `n' �' / `\m°30 �\ �� 10 °/ I \ ,/ \ PLAT CORRECTLY REPRESENTS A BOUNDARY c.i in /ry' �`Lj o \Ss8 18' ��� 9"g o\ Nf ^ 6� \\ 7$• \\0 a/ \ \ SURVEY MADE OR VERIFIED BY ME, ALL N h = 46 � ti sews F \ 6og n , I / �� 46• >S�� --•" �l �$' o r MONUMENTS REQUIRED ACTUALLY EXIST AND 0° 9$32'19.1,. / a ., 32, .\q6, py, QQ.\ \ �s 5 9d°per vp, / Sewer fs 9dp o � \ ` \ \ t / / �. \ / \ g-------- - -�� 3 ALL I126.2'O6 �� �Fi� .N ��64. J4, \�\ �! / _ m o s� ! /� o ry / v / / 4 7 .2 ' ' � v � � I 2 6 \ 25 SURVEYINARE G REQUIREMENTS OFCTLY SHOWN THELITTLEN AND B9 135.01 I I 7 3 1o1 I ^ham `'ry°�?9•g \ C�C/ >SOQ' S = , \ \I ^_ I a / \ ROCK SUBDIVISION RULES AND REGULATIONS 9, I of I_ I s \ R ° / o ° v I , \ $ 7 I gd°�j 5 00' T \ 6g. LL ggd�\10' / h d ° %` o N Q r HAVE BEEN COMPLIED WITH. ui I E I, l of of >S��smt , \� \h rn� i r7N n ui o I I I I N o� r F 3\ RC .* -- I I .lo o I 30 I i 6.>S•' T OQ `�/ /d°°� �a io co % - I b91t" 37 s Elul �I I 1°d a �, L� <9_ h V, /vt 4 / / O ' '�'•f' 0 17� K I 81^ I I I 9 I I I EI`� I /��` \ 4/•`\\� 48 / /' 24 ' DATE OF E �UTI N o I I , • O• I I w a 42 60.6 96' \ v\ 90. , / I \ / 1,. 0 0° 135.00' 0' �48 \6" \ `° °0' rrrr REGISTERED LANDDANIEL W. SURVEYORigdd° I 9d o,l I of 28 \ m \ / \ 1�Uwnnr I I <ol I 'i 20 �`�\ \ \ ;2 / \\\ / y `\� //' `��,v -' Cv 4$TE 4.'r 1 NO. 1542, ARKANSAS 135.00' o I i I gd 135.00' s In I o� 6C �� 1 \ 0 ! / \ , ��`0 1,• ®�., I a° I �-\ s\ o \ , l gd I I 1 5' Sewer Esmt. I "'� �l I NF 59 r \ \ 8g ! \ \•o° 1'S5' \ �7` Northeast corner I \ / STATE OF o I I I o1 I �1 L I �1 g I \ 8 B ,\ �a SEt 4 / �" 0 o I In1 0l I I•p51 I \° o '• \4�\ \ 9 a \ SECTION 16 / \ `�` ARKANSAS .Qi 7� 1 I /� 2 \o\ 1 / N01f, to I 10 1 �I n 1 9do l 1 of .� \ 1 T-2-N, R-14-W I 27 f I / =® 0,p n I 36 I In I I 1 10 `� Io I 1 ^I 1 0'� \ a \ CS \ \ 751� ' 23 [�- I I I 90 I I ui o I ti \ 16 48 , /,AtaN I I d00 I I I,p I 11 ^� \704'21'36" 1 I kv. *. 19d66 Co 9 135.00' o.I 1 n o I b \o \ o��Yta�.•'�s I o I j^ g° I 135.00' I to \ C� \ \ !�®� L Ltd I Iz I I d 'nu a uo 15' Sewer Esmt. �_ 135.00' l I I I �° 9dd I �^ 7 \\ I l o a ' \ \ '' %135.00' I I 1 I o I t \ .CFRTiFlC8 bF NGIN ERINC AC URA(,Y I 9 O I o o I l_ ' I n 19ti2 6 90. Imo--5' Sewer Esmt I I 1'3 10 s- 0 1 35 O o 61 �� I 19d 1 �I ISewer Esmt. s' o• 1 1 /! / \ \ , I, TIMOTHY E. DATERS, HEREBY CERTIFY o I N I 10 nl m In 1 of CO, t44.79'2s1 y 135.00' o• 1 N I_ 11 I I 22so'}2zso' ^ r.I t' w I N I �I I 5N , 2g .� , I^ I N 1 to to I I o so. \ \ / THAT THIS PLAT CORRECTLY REPRESENTS A 1 �' I- , . "1 90• I I� 3 o I I I yh I I oo• I I / \ PLAN MADE BY ME, AND THAT THE I 0 I v v g0 0° 135.00' °O• I l I I uj I 1p" 1 5' Sewer Esmt---1 \ w Igd° I I �j a'm I 1 I� 9 135.00' I Igd° of r of I 1 " \ / \\ �O ENGINEERING REQUIREMENTS OF THE LIT LE 5. 0' 135.00' ROCK y \ 1 ola 1 I I dd° Co I wp I 1 ^I ^I 50 I \ // \ \\ HAVE BEENDiC010PLIEDLWS _ REGU NS ry 1 135.00' Jp z F` I 1 9 ko 135.00' 1 do I 1 I r N w 09 i I I 10' Sewer Esmt. n+ °' 9° I I 1 gdq I / i \ \ z�g 1 W w o! o I`- w p NWw r-I I 1 b� ► cfl , ' BLOCK 55 Z oo co In 10 0l I z1 9dg1" oh w ool I of 1_0 I h 24 I edI 135.00' o•i i �/ ,/ � \.. / (^rt ml �� ^� �I Do0 o 1- , 0 0 �� 2 1 ` I I �K I \\ /' /' \ \ \� _ DA OF EXEC T1ON TIMOTHY E- D TERS I 34 u I I O I. zI o nl ^I n I N 15' Sewer Esmt. / 29 / \ 'esREGISTERED ROFESSIONAL I 9a I I of to I I In I �I 1 ENGINEER N0. 5033, ARKANSAS gddO N) i 90p0 I 135.00' °o.l �� a m� I� N 9ip° I 135.00' I i gdo° I j I o1 O I I I UP \ �dyi A' ` ", LO 135.00' 01 I 1-4 I ' �� / / \ fA I I I I d°° N �� I I I nl 57 I QQ A \\ t�tRjiti.v`s$.S 135.00' I9dq" I I I° 135.00' I I Iz d°oI 1 � w al I c 1 L 1 D J. 1 01 I 1 I eL W I z 9 1 1 z 1 gdq �" gd 90. I s : o f I o 01 I s �' I of I I I d o o• 1 1 6. \ i I I'o 'I I 9 a I o CD 9 01 to O 1. `�Q,IrIN 135.00' O• F \ /' 30 ' 1 i''���' 1 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 29.19' 5'34'30" 14.61' 300.00' C2 124.53'_ _ 71'21'02" 100.00' C3_ C4 _ 13_5.61' 66.14' 103'35'5.4" 5,03,10" _71.79' 95.31' 33.09' _ 75.00' 750.00' 1 C5 124.53' 71"21'02" 71.79' 100.00' j C6. 70.55' 4V25'20" 36.82' 100.00' j C7 49.97' 19'05'14" 25.22' 150.00' 1 \ LEGAL DESCRIPTION \1 N PART OF THE W1/2 OF SECTION 15, AND PART OF THE E7/2 OF SECTION 16, ALL IN T-2-N, R-14-W, LITTLE I i I ROCK, PULASKI COUNT', ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE I o I NORTHWEST CORNER OF LOT 29, BLOCK 56, CHENAL VALLEY ADDITION TO THE CITY OF LITTLE ROCK, PULASKI I o I COUNTY, ARKANSAS; THENCE N75'19'42"W, A DISTANCE OF 56.49 FEET; THENCE N69'51'42'W, A DISTANCE OF i v 1 225.00 FEET; THENCE N72-13'53"W, A DISTANCE OF 41.91 FEET; THENCE N39'03'01"W, A DISTANCE OF 77.49 FEET; 1 I THENCE N08'32'07"W, A DISTANCE OF 69.97 FEET; THENCE N01'29'21'E, A DISTANCE OF 415.27 FEET; THENCE I N I N01-28'32"E, A DISTANCE OF 399.20 FEET; THENCE S74'54'52"E, A DISTANCE OF 465.51 FEET; THENCE I N I S69'51'42"E, A DISTANCE OF 512.58 FEET; THENCE S01'30'47'W, A DISTANCE OF 126.32 FEET; THENCE I N I S2T35'35"E, A DISTANCE OF 510.56 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF CHALAMONT I DRIVE; THENCE, ALONG SAID NORTHERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 507.47 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S62'05'16"W, 316.51 FEET; THENCE CONTINUE 1 z 60 ALONG SAID NORTHERLY RIGHT OF WAY LINE S41'54'43"W. A DISTANCE OF 187.21 FEET; THENCE N48'05'17"W, A 0 60 180 1 I DISTANCE OF 175.00 FEET; THENCE N41-54'43"E, A DISTANCE OF 75.00 FEET; THENCE N48705'17"W, A DISTANCE I zo I OF 45.00 FEET; THENCE N65'02'45"W, A DISTANCE OF 43.78 FEET; THENCE N8930'39"W, A DISTANCE OF 149.52 I i FEET; THENCE S25742'47"W, A DISTANCE OF 50.81 FEET; THENCE ALONG THE ARC OF A 277.50 FOOT RADIUS I a i CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S63435'15"E, 6.78 FEET; THENCE S5T51'54"W, Scale 1 " 60 f t II o A DISTANCE OF 113.87 FEET TO THE POINT OF BEGINNING. CONTAINING 20.292 ACRES, MORE OR LESS- - 1 54.55' y 43.21' O 11 J 11 92, m TRACT l\ l\ \ l _ \ g• `' S sewer fsrn/ / o; � BQ`/9' / a 9.8 \ \ 0. V, Ana 16 40 / / SQWer fsmt. No°° ' v 59.96, \ \\ q R \ \ G� 1 / // 4 / o r\n�i \ � -`, l5S S6 , \ \ FICATE-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. /o/z;/ig DATE OF EXECUTION PotlotchDeltic Real a # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 INSTRUMENT NO. 96-21846 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 IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. (��8�22 20t �► � ` DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION LLC o n o �I o o t o N o I 100 (� N M N \ / CERTIFICATE OF RECORDING II�I�III�IIII�III/I I I �Si4i �A� n I 33l� ^I ^1 ' 9�° I �I I url (� 3 Is - 1 1 WIC I I I 9 I l0 5 to �' I I I� ^I I^ m 1'7y' 1 Iz I \\/ , ENGINEER E 1 , • o• , 10' sewer Esmt. L.-, 1 I� / �' '� * 2019067362 I,r; I I •o _,.1 I J 15' Utility Esmt t Igd o I of gdoo °• I In 1 9 ° N 135.00' I 9d ° N I b1 I� I . y \\ ,' �r� N0.5033 ��1 III�IIIIIII�II�IIIIII O I 135.DD' O• n d I 0 y1� �� /, PRESENTED: 10-22- II I I d° I I I I I 135.00' I 1 hl 1� 52 1 m \ , �L` ��V�i Mi91t3p-37 AM RECORDED. 10-22-201911:38:26 AM / ' 7 r- Q 6!` In Official Records of Terri Hollingsworth CircuitlCounty Clerk 135.00' I ms I I I Igd 135.00' 1 1 gd6p1 1 oao 5 0' 1'I m I TRACT G i ; \\\ ,/ ' tiCir•�Ar! ,rp PULASKI CO. AR FEE I I I g l i �° N 9a°, I / .,. ,,, $15.00 I I I I I I o I of d 11 / I I I �I 8 e0l I Igd°j �I 8 oI �o al o•I \\\ , i •` �O�aUjy�•. I 32 l I 1 ^I I'o L ^I I �r;1 ui 4 I to .. ,t ^ 3 135 00' « 1-- r------- I / \ PJ 4 Dl90 co i u 1 I �I 1'20" 9 I I4 I El0 I 1 �1 In Elr- w 1 \ a / ? (Q „uuunur 183'S033" 1 0 17T O• to m Q I I , I m1 I I I .I \ / / = ~ ?WHITE-0ATEPS`� __ a�,tt1 RC rn 22.50' 22.50' I g 40" ° I In 4 I n OO w E m I i - �A : °, E CI 15' Sewer Esmt. 1 96't641 I 134.63' ° I I o I n I e°J0 I 135.00' I I d°° of w o I o 1 I I\ = w& ASSOCIATES, U7! N 1 do I I ° t35.00' �I o �I i 53 .E I o i = t.� = LNC = p �s `•. e 21' 1 I I i - v h 138. r OIA9a0p1 t 1 I Igd 135.00' ( I I o° 11 o I ^I I i STORM WATER : 9P s #b� d' 1 w v"' 6 `:: \ � - - R TRACT "�a PEDESTRI, 8 1 138 5T' \ - - - - - -- ETENfION FACIL \/ «� ^I I d I I-isoolN I a° 135.00' 1� 9OboI I i ° mll �,�q�'••..M,,,,.°..,\�Q PLAT OF �a . 1ph� \p \ \\ gd°� I ' I 7 O 10 159.47$9' tI-------L--J �i �,� ^',"''^�°�'`,,: s4. \ \oo- \� o L IM I I r l 16 5 r7o4. --� °e•8 \ \ �\ ,ri 7 ,70'%7'2�- 22.50'i22.50' 001,62 016" 1 ,� , ,`n I S$3•f , I BLOCK 56 N08.32'07W.�� / `\ r l� I �I 8 9^ I I S9A�. / o/ n ! LOTS 31-5'7 J 6 31 \ \ \ \ \ 51 2 I / ry 135.85' 1 1 23 9. C6 ro/ / w 1 l 69.97' 14929p 106 O6 , �.� 6l\\ &D 7>0:? lv 'C7 �, 10.? 2 d dL -5(S / , -o 54 ; � `- ; ; LOTS 1-12 BLOCK 57 Q \ \ �G</ / 2 �/ s> d BLOCK 56 s \ �R�\� \ N\a g a 0�0/ ^/ /io z5'S3"°s,3.� 1 _ © LOTS 1-13 \ �p �j ��s.\\69� \� \; lstCIR�''2a 2 186' 2'l9" Rpl• L�/ /�O 1t, S 73� % 139P2- _ BLOCK 58 LO `�• o°' in _\ 28a\w �y :ems , " / �/' /g '�', '.00, ,7\ R507.47' 1 ,- �-- TRACTS E, F & G BLOCK 56 I ,z90, ��\ •\ f /�y �,t 158' ,'2' 9 m, e`�, 1�i' %x1 °-°o /� CDS62.05'16"W TRACT H 3'12` 149.52' °oo, TRACT H py,/� �ti> Qg, '�,/ I LC316.51'~ ��� /�-- J BLOCK 57 f ® \ a \ 1 N88'30'39"W 149.52' /' s �~5 90�0" / �- ARKANSAS STATE PLANE 3 TRACT E 2.z9 C1 ti CC ® ,s.� s�z6 , / 55 / COORDINATES (NORTH ZONE) TRACT I BLOCK 58 \ TRACT D N65'02'45"Wj� o / z4• I / ti h BLOCK 57 43.78' �o°i' '`�S ,� tib I / / 1 N 17362378 E 1162397.78 / 23---------- N72'13'53"W S74 . �® \CD8��3'��51 __N48°05'17"W / r / �s•Se rn// / ' ' // O N 173715.55 E 1162131.13_ RENAL 2LI. / 41.91' / 22$002 Gy N� � LG b.1�' �SOOi �tij�' ia6�°/ we^ b 6�0 I , ' /i ' O3 N 173715.55 E 1162131.88 VALLEY 5T`'\ g� \\ �\ 56 Fsmf I ® N 173728.34 E 1162091.97 25 / N, . 94 S \\� \\ \. ' �� \�h / 1 YYY ' AN ADDITION TO THE CITY OF \ \ � - - � / , 1, �`SO �• ®i , / Q N 173788.52 E 1162043.16 // 26 / O 56,49?W Olnt of\ beginning \\ \ / // 9 •6,o // O o , Oo // /' © N 173857.71 E 1162032.77 / �I \ 30 ,/ © ^� 1- q N 174272.83 E „62D43.56 - LITTLE ROCK ARKANSAS 57 / �� / / / / ® N 174671.89 E 1162053.84 '7 27 2%6 >�SO /,/ D�~j r / 1 09 N 174550.74 E 1162503.31 To be known as CAUREL COURT" O O / , 10 N 174374.26 E 1162984.56 I / / 28 I \ // �- \ \\\ T^6>>3 0 , g�0 �w��/' 11 N 174247.99 E 1162981.22 29 \5� /� , 9� > �- ------------ Being Part of the ' N 173795.50 E 1162938.01 W1/2 of Section 15 and \\\ \ ,r' I ®-N 173508.02 E 1162812.96 Part of the E1/2 of Section 16 10 / n / \ I \ � , / I © N 173624.91 E 1162682.73 R -14 -W / 9 / 1 \ \ ��` `� - / '/' \ACT \\\\� �' N 173680.73 E 1162732.83 - Pulaski fount Arkansas 8 `��\� �_____�-� \ K\ / / ® N 173729.26 E 1162659.65NO PORTION OF THIS J' 7 // / ��OG� / 1 / AS SHOWN ON THE FLPROPERTY IOO WITHIN THE R100 YEAR OFLOOD BOU DARY, K MAP ® N 173687.36 E 1162488.13 October 2019 FOR LITTLE ROCK, ARKANSAS. � / / r (FIRM COMMUNITY PANEL # 05119C 0315 G, DATED JULY 6, 2015) _©_ __ _ N 173684.35 E 1162494.20 / 6 / 2 / ,� ,r (FIRM COMMUNITY PANEL # 05119C 0295 G, DATED JULY 6, 2015) WHITE-DATERS cNI ASSOCIATES, INC. ■ CIVIL ENGINEERING, LAND PLANNING &DEVELOPMENT, SURVEYING \ / '' M:\2019\19-043T CV 18K - Phase 2\FINAL PLAT\FINAL PLAT.dwg 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PROJECT NO. 19-043T