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HomeMy WebLinkAboutS-1221-J Map 1STORM WATER DETENTION FACILITY 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 CHORE 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. J 54.55' w 43.21, I 9. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF D. 38 ^/ ` DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. W o / 2 92� ' °� tip/ /9`�,5p0 R/(�7 ` \` 10. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT ACROSS 382\ Sewer 0h / / o. 6 TRACT 1 \ \ 1qs� a £smr l l o, 0 7g• G \ \ THE FRONT ADJACENT TO THE STREET RIGHT-OF-WAY. E, / 9t �? -A moo. ��'8S'20 \\ `\ 11. TRACT G, MAY BE USED FOR DRAINAGE, DRAINAGE OVERFLOW AND FOR 2 F h�' s, 07 /�5•Se o° M `•77' \ \ LANDSCAPING WITH THE APPROVAL OF THE DEVELOPER O o N o, �s�2s o O-A0 40 �/ / werfSmr rN o0o a Sgg6' `\ `\ 12. STORM DRAINAGE AND DETENTION FACILITIES IN TRACTS SHALL BE U N os" �1 r 0 7 41 oo N ^\ 75, S \ \ MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 7 1/ L� `� ^ dd� S•00' Sew"r fsnf 6g SJ 42" \\ \\ 13. TRACT F MAY BE USED FOR A PEDESTRIAN PATH. O g SJ s E \ I I Z 7Q O. 51 amt.jJ 54.38' 3.7j. 0°���`5`.£s�nt` 00 20' ACCESS FOR LRWRA 43 o / d,^' 6 %$ 00� ,p h' ` `� \J CffY OF LITTLE ROCK - of Slope 3O00 •�o/'\h� _ oo' g0�0 fsrrlf °j iT� '1 "o ^ 44 �,L d0° \`\\50Q' \\ SAN� SEWER PUMP STATION of `� 4p•34'�6ti oo OC o CERTIFICATE OF SURVEYING ACCURACY E ! 5 gN \ \.\ M .G� \�- ` a\enna towe� m I-----'--_-----.-_- o C3,� \>4.5q, 33.jT g h V ` 4' E p Ills �'f 3 I' o 5'Sewe O°/ �\ �?,J `\ '� `\� 'c' I --------------------- I, DANIEI_ W. HAVNER, HEREBY CERTIFY THAT THIS l 34" w 30 10532F9 / 5p''`�.9 4.32\ Z.$, 45 0 r fS yd / \\ 3' \^ 1\\ a/ I \ �\ _ \ e(D I ^rr I 0 \ 7 m d -ate h 3g`\ ( / o / \ PLAT CORRECTLY REPRESENTS A BOUNDARY 5i' m\ 12.1 ' �'� - C4 >9' ` d0 \ ~/ \ 0 30 10 0 / / �ssa�6 \ 9 f 46 6 \�/� `\` 7$'S \�0 °/ / \ SURVEY MADE OR VERIFIED BY ME, ALL /\ ro r ,'L over \ \ \ `'rn\ j46.32' 46•a9' 7s OO�`S s 60� o// / 5 Sewer ^ d00 `°`\\ `^�\ fSmr• 7 / b '�' I \ // \\ MONUMENTS REQUIRED ACTUALLY EXIST AND gd i9. rn / fs g 4 7 1 U / \ ARE CORRECTLY SHOWN HEREON AND THAT ALL ^ _ 511 ,� ,\64. \ Z� ^/ mr. 0 6�23 \� /// o v a / \ SURVEYING REQUIREMENTS OF THE LITTLE ---- ----- �1zs 2'os 1 i F H 14' / o -- I I I �N` C �•�. ,S`� / 47 `,J 1`15Q 2 26 25 ROCK SUBDIVISION RULES AND REGULATIONS I9gy, I of I_ tie�2g'g \ g �vl�1�T0p, \` o % / °° °° !/� d r�i v li / \ HAVE BEEN COMPLIED WITH. n I 77. I. I g0°I 5 470' of I / 3 0l jr, .�d� ` 69•sT•4\ L•4, C Sao- �70' �( / • ^.�`� \hd� ' /' \\ I to of �I I� y� I I T f 3p\ J� �SO`mt / Lo h° rn� / V W / 7 I1Id \\" 37 I_ I E'^ of I I I� \od9 I I 6.>; \ Clz� 0 `� �90 I� s // // � � _ © ` Uql g000"I 135.00' 9Oo. I II I j `�42q� \\ss, 4jg6\?\\ m\ 4U s°oo. I /' 2q // DATE OF E �UTI N DANIEL W. HAVNER \ S \ h. REGISTERED LAND SURVEYOR ° Igd I I o l i O 1 of I 1��.\20 BC\`� \, 6 /' o°\ / / a`a`1gmn11" '>., N0. 1542> ARKANSAS 135.00' �o I I I 1 gd 135.00' s r, 0 Cl l ��\ s \ 00 1 s / 1 / \ / a +' g I 01 5' Sewer Esmt--►1 _r___ I NI 1 eg8 \ 868 d` 1 1 ,9 SE7 4 1 \ J ±'A'+ d I I ar/ o I E \5� r > \ $ �y. s Northeast corner \ \ / STATE OF `+ Too I n� 1 / ^I I g0°01 ^I 1 _/ pl a� �`�\ \ \o""\ \\ TE2n NN R614-W 1 27 1 11 ,/ _0!tj ARKANSAS b4aS ^ I 36 1 I^ I I I I Io Fo I 1 ^I i o� \ ry�\\ C5 \ \ 751416-48 23 tn•� SIGN ` yl.S I I 90. I I ri I o I, . I 104'21'36" \ / ySjf '• d 1 I gdoo ° I I j^ i db 1 ^o \`p0 \ o\ \ // %.�+•�• T"✓.9.Y[d'c •'�✓: I oo Cp 1 135.00' °. ^ � o I ^� ` \ 1: I \ \ ,t� �! e��: g 135.00' I ro N, l u 1 I r A ••....• I g 1,0 5 W I 1 I I O \ 9. \ 4 9 < / "'; A '� I IZ I 1 ddo I I 10 \ rn\ , \ CQ i \\ \ / utr,L LR,1t�` 5 135.00' I 1 d° i I I N I \, \ , <-CFRTIFlCA �' 9 ENGINEERIN A URACY 135.00' "'L 1 I w g I I h \ , y 15' Sewer Esmt. 1� I I I I 15 -// 1 O \ ----5' Sewer Esmt. I 9 I I^ °I 1'36" zoI d'. \ i g0 1 0l 0 O 1 I r7 1gG2 90. av I i \ o I O o -' q ./ of I 1 dp I of 1 l"-5' Sewer Esmt. 144'19'29 5'� O• 1 1 /\ 0� \ / 35 I oN I ril Im / / I I g I of of I 1 22.50'22.50'^ 135.00' � I' / \ v \ I, TIMOTHY E. DATERS, HEREBY CERTIFY n I I� �wi ^I LO ^ 1 I �I l 7 ail I I I 5'" i' 28 / / 1 I^ I N I to to I jo so., I THAT THIS PLAT CORRECTLY REPRESENTS A 9°, I l 3 o I I I I E cq I o I I , \ PLAN MADE BY ME, AND THAT THE W Igdp6 I til �Iv gdo0 135.00' oo•I I^ l I^ Jd0 l 5' Sewer Esmt-•-i wlo9 I °" I / \ \ 1 I I u 1 g 135.00, 1 Igd° ol` I of I I \ / \\ �O ENGINEERING REQUIREMENTS OF THE LIT LE I < I I o I 5.b0' 135.00' 1 --I 0 \ ROCK SUBDIVISION RULES A REGUL NS ^J I 135.00' W Jo NzI I"1 IgdoLo 135.00' 1 I wl j dol I 1' I 50 1 a \ / \� �� \\\ HAVE BEEN CO PLIED WI z g E o' Sewer Esmt.-+1 d9 I d I 1 N I I W of Io 9°0 l BLOCK 55 \ - d' I p10 rum-- I I b 0 o I r0 (� of 10 0l I zl gd l �n E 81 1 of to I F eg h 135.00' �'Iv Z✓� z I o n ail I J �ei w �I OI o o - \ n I 34 0 l I� I 1 ^ O I z) o ^I 9 0 �I lai ,2 to �',� / / 9 I Io0 N 4 col o ^ 1^ 1 la I I 1 \ // 29 // `\ DA OF EXEC TION TIMOTHY E. D TERS 1 , , 0. I I o o I 1 1 ^ �J 15' Sewer Esmt. I \ / / ` I o a 1 1 gCf00 135.00' Ob. In m la Q / 0 I I 1 I I 1 I \ e® ®""- REGISTERED ROFESSIONAL 0 1 � ^ Oo d Z� O I� i\ �t1fiTs Igd `� 1 1 1 1 N I gl 1 135,00' 1 1 gd° I ti o1 L7 / / \ po 4 �•-.-fib F ENGINEER NO. 5033, ARKANSAS I I o LO I 1O 135.00' I col I N 1 Q �j �\ 135.00' Igdgo I j 1 I Igo° 135.00' NIA I IL, ddol : w o 3I ^I ,b 57 I L %�5_ T E�EFe1�fiRE1) I of I I �r W I J g I I Z 1 9dq �. i I g° so , I I i3 �3. \ // / 0 1 1 I I 9 0l I s+ of 1� I I_ O w W N M a 135.00' °o,l ( 0 / CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 29.19' 5'34'30" 14.61' 300.00' C2 124.53' 71.21'02" 71.79' 100.00' 1 r- C3 �C4 -_ 135.61' 66.14' 103'35'54" S'03'1D" _95.31' 33.09' 75.00' 750.00'- 05 124.53' 71'21'02' 71.79' 100.00' �C6 70.55' 40'25'20' 36.82' 100.00' ! C7 49.97' 19'05'14° 25.22' 150.00' 7 ra 0 R b \ \ \ 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, LITRE I z I ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE I c 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 I 225.00 FEET; THENCE 1472.13'53"W, A DISTANCE OF 41.91 FEET; THENCE N39'03'01"W, A DISTANCE OF 77.49 FEET; I 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 u+ I S69'51'42"E, A DISTANCE OF 512.58 FEET; THENCE SOf30'47"W, A DISTANCE OF 126.32 FEET; THENCE 1 I S27-35'35"E, A DISTANCE OF 510.56 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF CHALAMONT I I DRIVE; THENCE, ALONG SAID NORTHERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 507.47 FOOT RADIUS II CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S62-05'16"W, 316.51 FEET; THENCE CONTINUE I N 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 ' 1 DISTANCE OF 175.00 FEET; THENCE N41-54'43"E, A DISTANCE OF 75.00 FEET; THENCE N48'05'17"W, A DISTANCE 1 0 I OF 45.00 FEET; THENCE N65'02'45"W, A DISTANCE OF 43.78 FEET; THENCE N88'30'39"W, A DISTANCE OF 149.52 I I FEET; THENCE S2Y42'47W, A DISTANCE OF 50.81 FEET; THENCE ALONG THE ARC OF A 277.50 FOOT RADIUS I No I CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S63'35'15"E, 6.78 FEET; THENCE S57'51'54"W, Scale 1 " - 60 f t 1i II A DISTANCE OF 113.87 FEET TO THE POINT OF BEGINNING. CONTAINING 20.292 ACRES, MORE OR LESS. 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 ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION PotlatchDeltic Real tc # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 INSTRUMENT NO. 96-21846 CERTIFICATE OF FINAL APPROVA 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. aw8g22 26, °1 .40 ` DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION R I oo ^ 1 1 a l I o 1 r of 0 9 01 o CD I o (� Nh rn I / / /: Ir �3 ®F E S 5 6 O N A L CERTIFICATE OF RECORDING I 33 1 ElLO I ^ a�° I �I 1 LO ILO 3 0 to m fs�o I \ / /ENGINEER I 1 , ,I 90. I I� o I I,o 10' Sewer Esmt. ^I I_ -. ml '^ Q? I Iz I y - �\ // j "° Gj t 2019067362 ddo �' I gppa 135.00' °o"I I^ I I^ gbo �I d ° I IJ 15' Utilit Esmt--1 i -I d I d 0 No 5033 � r 19 135.DD 1 9 135.DD' 1 I �I J 5 O I I \ // ( <O�� ,t �rf PRESENTED: 1P22-2o1911 M37AM RECORDED: 10-22-201911:38:26 AM 1 135.00' ° 5 I 1 I I Igd 135.00' 1 I 1 dpp 1 6 5�D ^I I m 1 TRACT G % \\ / 31 "� ! �Pp`� ^ Official Records of Ter Hollingsworth Circuit Coun Cie* Io g I gda ,/' ..,.� PULASKI CO, AR FEE $15.00 ry I g IN `r1 1 0l I pto of I I I d�P 1N oo I / la i �I 1 aol I I gd l of 1 8 0l boo I Lo I g 135.00' 0•1 1 \\\ / , �CCAU1, % 32 ^I ro I, F-I I 4 1 to E v� „.............., �J, Sa l�Ioca I I �I 1'20" o I o I 1 ^I I^ a I- H I (------- \ /' cC� •`°�� ' ?3�/ .,1.nuum, 177 9 I I 6' Elo I E I\ w \ / / „o I 1833033" rn 22.50' 22.50' �I 40" °o• in L2 o I I I WI I I 1 m I I h: WHITE-DATERSE�-t t THE CIS 15' Sewer Esmt. 96' I' 0 92 134.63' O. 1 ^ db 1 1 I do I - I a' I I\ V / = Ctf c 1�- y lb'541� I O of g 135.00' 19d 135.00' I ' w of 1 I b i \ cw� =$ASSOCIATES, _ O = c` pF c '••':. $� 1' \ I I d I I o .n 53 e I _ INC 7 z 13 000-` . AS4 O6 IAgh x. T$ C 1 \ I Igd 135.00' I �I 1 do° I I e I m I ^ I 1 n 1 STORM WATER i i �� 5�J38 .•' 4�:' �b 4 N N..`' a. '� \ , \ L rnl 1 g I 1 gJ° ' Ij0 9° I 1 i DETEN110N FACILITYI I /„••'��G" �EocsTmAN g.l TRAC138.57' °9\\ `\ TRACT I � I ;l - - -- 00' ,/ __ PLAT OF ry 1 IN a°� 135.00'-bo•I ' f ' 1 �5.... G\ "x'. t 0 ° \ \ 140s , I� 1 / O) I p 159.47JI9" 1 - J ' �� I �� ram" . = 940 \ \.0 C2, .\ 0 L IN, 1 I ^I I� 1, 71 . - 87g. \ \o' \ �1` 0 7 170'k7'2¢" 22.50'{22.50' oo1152'�OW 1 I� 5 \ \ \ \ ^ 57 N ^I a p9 135.85' I I s9sj, �� /C6 0/7 ' w I I 69.9T 9 y900 106 'os" \ ' \.� 6�0` B °ja / /� C7 / 702 J d2523 9� u,/ C �c z ?, ' r = 54 ' TA . ,D 2r ro d 1 \ / ..' TRACT A l 10 � / , / / / , BLOCK 56 0p/ r, / f ^ 1° 5'S3" o S7 e•73"� \�v 2j 2�`� '>, Ol l �' 0 6R rO'\ ro/. to f SZ 9• .i m \0• \ 69. CIR 8' 186. 2'19" o Off, O/ '•• , c\a% s� roi r a� �a its. 3Soo. / R507.47 i 158' 1'37" '7 / S• •p rV 9 oS CDS62"05'16"W� / \ ti, e 92' 3'12" 0, TRACT H a atii 4e• a / 149.52' °• , �� o LC316.51' / 4'� a> >^ / I ARKANSAS STATE PLANE / ® `\\ ct a N88'30'39"W 149.52' ® r' .0 9p�0" 55 Ise , /'� COORDINATES (NORTH ZONE) 3 TRACT E '. v ab TRACT D N65.02'45"w/ o / �624 / I , I 23 / N 8g 7750 B OCK_57---43.78 6 yor / r�oo / /rye // 0--- ---- -- / S r I 1 N 173623.78 E 1162397.78 N72'13'53"W J S74 , `® \CDS 3'35-1 N48'05'17"W % / Sr• r' /^ ' Q N 173638.09 E 1162343.13 24 / 41.91' 225 00? bV �„yy 2 ZG, 6. -4S� /�F / 90 6'0 j s0a o , �)° I / O N 173715.55 E 1162131.88 / \ a� , - / 56 �s�f.\ ' 1 / // ® N 173728.34 E 1162091.97 25 / / Nig l c' 1\� \ \ \ - - �R r \O �O / / r�S T ®i r�/' N 173788.52 E 1162043.16 / ` 4g 2"w \ \\ \, / r' r / 00, r : /r r' 6 N 173857.71 E 1162032.77 / ss. oint off beginning \ , 9 6'°" / o 0 26 I Ol 1 \ 30 \\ / i © /,��• /r lr, 07 N 174272.83 E 1162043.56 - / 7 {{ \// I 5 / r , / ® N 174671.89 E 1162053.84 2/ I \ / \ \ �A >3s %r� rr� ,/ I O9 N 174550.74E 1162503.31 N 174374.26 E 1162984.56 28 I 29 G �/ / r- \ \\\ T��'� o ,�rj�° 5�\�� ' ,1 11 N 174247.99 E 1162981.22 y r 1 © N 173795.50 E 1163217.71 ' 1 @ N 173647.33 E 1162938.01 ®-N 173508.02 E 1162812.96 10 / \ / / / \ 9 ` ?� \ \ r' / 1 © N 173624.91 E 1162682.73 / 9 `� \ %' / /, r I © N 173680.73 E 1162732.83 /, © N 173710.79 E 1162699.34 / l 8 - _ _ _ _ _ - ���\ J \ \ / r ® N 173729.26 E 1162659.65 //- - - - - - - - ��G \ �/ r'/ NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, 0 N 173733.14 _E 1162510.18 7 / AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP ®_ N 173687.36 E 1162488.13 L , FOR LITTLE ROCK, ARKANSAS. - / / / r (FIRM COMMUNITY PANEL # 05119C 0315 G, DATED JULY 6, 2015) ©,,._-- N 173684.35 E ---- 4.20 \ / 6 / 1 I 2 / /� / ,r (FIRM COMMUNITY PANEL # 05119C 0295 G, DATED JULY 6, 2015) M:\2019\19-043T CV 18K - Phase 2\Fll� LOTS 31-57 LOTS 1-12 LOTS. 1-13 TRACTS E, F & G TRACT H TRACT I BLOCK 56 BLOCK 5'7 BLOCK 58 BLOCK 56 BLOCK 57 BLOCK 58 CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS To be known as "LAUREL COURT" Being Part of the W1/2 of Section 15 and Part of the E1/2 of Section 16 T-2-N, R-14-W Pulaski County, Arkansas LLC ti October 2019 © WHITE-DATERS & ASSOCIATES, INC. Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING AL PLAT\FINA.L PLAT.dwg 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PROJECT NO. 19-043T