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HomeMy WebLinkAboutS-1221-J Map 3ti N � V � p i STORM WATER DETENTION FACILITY y 1 1 , , U f 2 / 5 2\ w` l i '01. /I m w t✓ >s C M o >2s. 0 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 r, MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. ~r _CN15 00) a s+ `, `9 l� JJ !J l�2 41 doci >SOp' J SeWe' Fs, t S69 Sl 42 \\ \\ 13. TRACT F MAY BE USED FOR A PEDESTRIAN PATH. Z /.o 'o h Q 0 00' 54,38' 3 J>. 9d • ��5`F�mt� 4v �O 10 `,\\ \\ \\ 20' ACCESS FOR D2WRA ! E� s+ >S.00 ad o� ^� o >S \ \ sA�n! sEwER auRM°RcsrAnoN p / 1 R /- �•� S > 8 343 3 N 9 6 \�o \ BL�c� s ° sew" w r �� a °/ 2 J3' \antenna tower a• CERTIFICATE OF SURVEYING ACCURACY / Top of Slope O �'. /�'\ 40� mt.n 'L .w 4 ., O ad \ \ \ \ c 4•sq. 379, ' 0 6' s .� n > `\ `� , r-__-_--_- --------------------�\ I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS S4'T4''y p 32'9 / Ir os?�.� 34.32 " ?g, 45 o e Fe a° / `�� `�� \ `\ / m 3o �S /F� 22.J6• ~�- C4 3g>9" p0 �DG C/� y mt�l l \���@a t 10 °j // \ PLAT CORRECTLY REPRESENTS A BOUNDARY a \ SURVEY MADE OR VERIFIED BY ME, ALL 46 O/ /��5, ^fib \�'. ,ry \\\\S'Sewer FS `\O /j/ i \ // \\ o t. \\\ 3 2 V ALL �45 09 3 pp \ Z 9°� % / Sewer Fsm °j°°° to o _� \ \ mt MONUMENTS REQUIRED ACTUALLY EXIST AND \ I Cli I \ // \\ ARE CORRECTLY SHOWN HEREON AND THAT \ SURVEYING REQUIREMENTS OF THE LITTLE s9. 135.01, I of I �a� ` 5•�29g \ C.�U• 50p��\ / o \ i\N q I I \ 25 \ I SsX I I of I_ ^ eti s \ �� ado / / oo o / \ \ v <t M y y Iz / / \ \ HAVE BEEN COMPLIED WITH.AND REGULATIONS E ad°I 5 00' oI I % 3 0l I \1� \ 69'Sr'q\ - e `7p £s \ / o`' \Pd / 1CD Q m \ "' 37 W I to of I �I Iri I I T F 3p\ CJhjCy N \� E r ^I 1 I� \Od°e 1 a.>s,\ L� p dad° \ �� p 'LA 1 vo s O 119d59 ;I^ I I I I I E1� I '� J \-c'S 41 ��\<\ 4U 9 j j^�`�` - \\ ' 24 /' O 135.00' 9O' 42, 8 0 •96' \ \ a 0 / I \ / ,DATE OF E �D11 N REGISTERED LAND SURVEYOR o• 4 ems• \ m 0' . / DANIEL W. HAVNER lad6 to -I 9' °'I I I of 1 �\ 8, \ °0 I / / t`tluniinh I I I 2 \\0&3� I 1 d I 2 p \ / �,a yyOSYE/�, r, ° 135.00' I s� 0 1 e�\�/ l \ \ 0 \ ij ' �\a •..`•.,� '''� NO. 1542, ARKANSAS 135.00' d I i I ad o o OG E \5� r \ > \ \ Northeast comer \ \ / \ / STATE OIF �`, I a 1 0l 5' Sewer Esmt-"i rt I NI I s� ` 868 �� Co 1 1 'o SE1 4 \ J ' -a'; ARKANSAS •�� 4 I of I 5 \0 1 1% ¢ \ 9\ a \ SECTION 16 Q / �0 / of m \ T-2-N, R-14-W 7 / o I to ni / 2 I o 1 I I / 2 0 \o \ r� /' ;� N0.te.154 >_ n I 36 I Iu I I ^� Io 2 a I I 1 �1 I °.r, o�\ \C5 \ \ tstV 2 23 P ,c ^ I o t o I I ro \ , 76,48 j ddd (p I I goo ° 135.00' 90°0.1 1 1 Mo 1 •o I I 1 7'--- � \ \\704'21'36" , \ I ; ' stca u I I I o I o\ 1 °�0*- la I I^ a° 1 135,00' 1 1"0 � \ \ �I 4g 1 I I .,>rOA,•......•� 5' At, 15' Sewer Feint. L,___ 135.00' "', I 1 a 135.00' I d 1 0 / \ \ , A IZ I i °do I I I Io \y. rnl 1 \ l // \ \ // ,ufrr L�„Y 1 1 a °o IS ' \ ` �I I 6 i \ , •,CERT FlCA bF ENGINEERING ACCURACY 9 I of to I'�-5' Sewer Esmt. J� 1R- , ' 1 ,+�1 . \ 427 3 90. N W o o I of I 5 Sewer Esmt. O• I I i Q \ o j o I oo I �I Im ' , of I 9d I of / of I t447s'z91 22.50'22.50' ^ 135.00' o° 1 / \ \ I Y CERTIFY 35 I� �w ^I In ^I I I I �I I / uil I I I 5" 1 ' 28 ,' \ \ /' I I^ I N I to to ^ I �10 s0. THAT THIS PLAT ORRECTLY1, TIMOTHY E. DATERS, BREPRESENTS A I 0 I ti u v pIp 0" 9OO• 11 n 3 I I I ° 1 5' Sewer Esmt---.•1 w l eo I i �, I / \\ 1 I , \ PLAN MADE BY ME, AND THAT THE d I I a,9 135.00' o+l I^ po �. of I / \ \ ENGINEERING REQUIREMENTS OF THE LI LE w 19d u ro I y 9 135.00' 1 1 4S of of I \ i 1 < I I o 5 0' 135.00' I \ / \ O ROCK SUBDIVISION RULES A REGUL NS c^.J 135.00' �o zl d I I ^ 1b \ rn I F-- I 1 ° lr) 135.00' I do I I I / i \N I I d COow 1 I Q HAVE BEEN CO PLIED WI c�J 'n I z 1 ea9 W '9 o' I 10' Sewer Esmt..---1 L___. T`- I 9d I i 19dq • I 6p I Cp s0, 1 \\ / / BLOCK 55 \ \ _ - 0 o f of 9 �J 135.OG o z o I c�I Fo 'o �I 0 o U zi 10 ow' 9 of ( .f ool !o I- W I \ o to , ^1 ,ril I .= W ui J to o \ ' 29 ' \ ^ I 34 m I s ^I to 4 c�1 to �zl o ^I nl h 2 I 1� 1 I \ / // DA OF EXEC TION TIMOTHY E. D TERS I I o I h a to I I 1 1 I I^ I I - .I \\ \ d REGISTERED ROFESSIONAL I d0 in 9dp0 I 135.00' °o•I It` m 1.ri 00 I 1 I 15' Sewer Esmt. I I // // >\ ��.�®E,. S / \ p! ht p ENGINEER N0. 5033, ARKANSAS Igd NI i 1 to I i^ I 9� I 135.00' 19d° L(0 135.00' ' of I N j s�j �\ /' /' \\\ P►tia3S 135.00' I I a 135.00' I / i3 ti 6 t Fd ti t9 1 ^I w 59 I dg13 I j j d°° N I z ddo I w sl I cp I 'o r. of I of I �5 r� o� IJ a j I U J I qdq r, I ad 90o I I s� s� \\ // I I- I g of I '"`� I cs o I` o "�J `t' m �tN 135.00' O+ / 3 0 / t .. 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' C3 I C4 - - - - 135.61' 66.14' -- 103735'54' F03'10' 95.31' 33.09' 75.00' 750.00' C5 124.53' 71'21'02' 71.79' 100.00' C6. 70.55' 40'25'20' 36.82' 100.00' C7 49.97' 1TO5'l4- 25.22' 150.00' 1 \ LEGAL DESCRIPTION \ r^ I 1 N 1 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 z I ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE 1 0 1 NORTHWEST CORNER OF LOT 29, BLOCK 56, CHENAL VALLEY ADDITION TO THE CITY OF LITTLE ROCK, PULASKI I No 1 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 N7Z73'53W, A DISTANCE OF 41.91 FEET; THENCE N39'03'01"W, A DISTANCE OF 77.49 FEET; 1 1 THENCE N08'32'07"W, A DISTANCE OF 69.97 FEET; THENCE N01'29'21"E, A DISTANCE OF 415.27 FEET; THENCE 1 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 m I S69'51'42"E, A DISTANCE OF 512.58 FEET; THENCE SOT30'47 W, A DISTANCE OF 126.32 FEET; THENCE I N 1 S2735'35"E, A DISTANCE OF 510.56 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF CHALAMONT 1 DRIVE; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 507.47 FOOT RADIUS 11 CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S62'05'16'W, 316.51 FEET; THENCE CONTINUE 1 N ALONG SAID NORTHERLY RIGHT OF WAY LINE S41'54'43 W, A DISTANCE OF 187.21 FEET; THENCE N48'05'17'W,' A 60 0 60 180 1 ''' I DISTANCE OF 175.00 FEET; THENCE N41-54'43"E, A DISTANCE OF 75.00 FEET; THENCE N48'05'17"W, A DISTANCE I o 1 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 1 I FEET; THENCE S25'42'z7"W, 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 11 N 1) A DISTANCE OF 113.87 FEET TO THE POINT OF BEGINNING. CONTAINING 20.292 ACRES, MORE OR LESS. 82� 54.55' v 43.21'1 O 19,�75.00 TR Sewer fsmt. l JJ o, 60. Jg, �1CT G �! c 79. w o % se 0. ` `.� 8s 2p' 77, / 5' 4 J l sewer FBmt. ry o 59.96' o 1/ 4/ o n q1 RTIFICATE 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. Ao1=1i17 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 APPROV 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION o f o . I I o f 4 I o I I- �ml , / tt®FE�St®Vt1t o I ^ .ril I ,� ,nI o ,9 o io ca o m 1 \ , / . CERTIFICATE OF RECORDING 33 1 wj^ I I s ^I I� 5 9�° to I ^I Im n� In `� DO to �N� j5N Iz I I \ �' ,'/ % ENGINEER I O• un 1 1q I.0 I� 10' Sewer Esmt.--1 I-�--. I 1 Q,+ _, 15' Utility Esmt--_I !+- •j t �II�I�II�II�IIIII�IIII�IIII II'IIIIII�II \ / / a o n !` PResenreo: io.z2-2oi9 11 3oa7AM RECORDED: 10-22_2019 11:3826 AM 'Vo. 5033 r r I9doo ( 5,1 9p0o 135.00' °o^ I �^ I^ I ad° 135.00' I lad°° N I I V of I� j - \ / °� 2019067362 135.00' 52 \ / w % I' 31 }' 6 Official Records of Terri Hollingsworth CircuiUCounty Clark I 135.00' LL"s I I I lad° 135.00' I 9ddpI dao 5u0' ^IL Im I TRACT G \\\ // f.�w�f�tA 9 adN° j�`+ y.� I I 1 . I I I 1 I 9 1 I' b° IN 9a , PULASKI CO, AR FEE $15.00 I I� I �I U of I 19d o of I of ho I 1. ad, 5.00' oo,i I \\ ' �Qc�4(�j '. I 3 `� I I� I I ^i I 9 �; 8 uoil Iuoi 4 I Io 13 \ / ; �`� ............. y0 /j SC7t�IG%ocv�3 I I �Ii7T 1'Zor s0. I I� 6 I y10 I I I I I %I^ I \/ ram:; o`O E CI 1 BS5033'Irn 22.5O'�22.50' 01 92 '40 134.63' 00+1 I^ wh oipo I I oo I W� I w p1 m I I i I\ �\ cr WHITE-DATFRS=--1? ESN R 15' Sewer Esmt. F- , 96 710''541 n� i o I o I I a I I 135.00' I I ad 135.00' of o I I 53 1 0 \ 3� $ ASSINC ATES, p_ I p 1+`. •. o ' e,,;� F%, ha5o 138 2 €DaoO, , \\ 1 1 ado 135.00' 1 I I I d° I I dl I- ^I I a I STOftM WATER y,� 5 #538 fR!P1� PaT� ro , . TRACT �1 \\ z1- I ^ 1 go 1 I �° I 60 0o I I DETENTION FACNttI i ,/ �94, , ,.�z PLAT 0 F rnl ry , 9 1 ..y„un,..•` W vw Pyr 8 I 138.5T e \\ \ \\ d°I 1 I / of J 1 - ----- -- •`'``" TRACT I o I , I jI aFL- 135.00' SSgS-ENQ' 940 ,.° \ \0 C2� \\ o a 1M II1 I .yl� ^1 IQ 5 1$9'4719" 1 I_IOq, .------- - �' .'k' i ''••..vtiu,w+.�� , e 18• \ \\' \ �``\ 7 170'67'2¢" 22.50'122.50' o118"I °16" I lao N08'32'07"W/� o \ ^ r I. II ^ Pp9 \ 5� I q 135.85' I I / ° /C6 / 69.9T 2906 106' '06� g�� @_ '>o J 1� 'C7 ^ 7o i d2523 % �l m 54 TRACT A�A9 \ �'� , �D z>• al 2 2 p �,3 \� / o I / BLOCK 5 6 O \ CUR �JNF °a / ?%" /, o l S? ado / ,' / , 5' 0 16 . I ' 2 d 6 \\\ �L 72j kf I l �j B 0a/ /f ro 10�553" a 7873 •00 v '�'�6� \ \ `tV 69• � 2 i O' 18G 219• `� R �./ O ryp./ 9sR/-- C o 0 0 139 �c�• o, `� 2Sr 9Z 'r l�l..L Nr �'l ^ o/ /s' 73 /^ , a o &r\✓ M , / �/ fs So o /ry R507.47 X �ja v o 6 v q 150' 1'37" 'S / BS• , 0' y >�; 1/ /�s• o /�' I CDS62°05'16'7/J� -/- oo, TRACT H a cVi 4s, b / 149.52' °. , ; 3, LC316.51' ARKANSAS STATE PLANE ® \ �2(1 N88'30'39"W 149.52' ® /' S� ~~ S,h 9p�0" s / I / �� �`� �29✓ `�l - '\ 55 s�, %\ �� / �� J� COORDINATES (NORTH ZONE) a TRACT E v TRACT D N65-02'45"W/ o' / s?g,' I ' / 23 4 tiO h / R�77 50 BLOCK_ 57 43.78' 100/ / %3Sp // I /''-/�'� O1 N 173623.78 E 1162397.78 -- N72'13'53"W 6gS7' \�`® \CDSf3,'3 1 N48'05'17"W 6 ' / >. o ' Q N 173638.09 E 1162343.13 2 4 41.91' �2s 42'• W 22 LC. 6. �500 /�F// so 6'o sa o ' �� I /' 00 \ / we^ n / 6�' 0 N 173715.55 E 1162131.88 it /l 25 Syr 1�//' 56 PS�f I '' c -® N 173728.34 E 1162091.97 / 2 N75 19 4 \ \ \ \ \ \ \ - _ ' / �' 1 �h-_N 173788.52 E 1162043.16 / O 2"W \ , / / 00' ,� N 173857.71 E 1162032.77 26 /� 564s'�I olnt of\\eginnin30 \\\'\ / I/ ®060 /p� /// I//,' O7 N 174272.83 E 1162043.56 ' 7 11{ \//, 1 5 7 ' / / ® N 174671.89 E 1162053.84 27 I \ i / \ /� // /'(� /' I Q N-174550.74 E 1162503.31 0 Soo• / 4 / 10 N 174374.26 E 1162984.56 28 29 b /^7 5� �� / ' I 11 N 174247.99 E 1162981.22 N 173795.50 E 1163217.71 C SOS, ' �Y// Q N 173647.33 E 1162938.01 -- / N 173508.02 E 1162812.96 10 / ,' \ q �\ ' I © N 173624.91 E 1162682.73 / / / \\ \ \ �`--- ' \ \\\� _ / / ,' 1 © N 173680.73 E 1162732.83 N 173710.79 E 1162699.34 8 - _ _ - _ _ __._ - �' 1 \ �\ / ,' ® N 173729.26 E 1162659.65 // ' �/ / AS SHOWN 0O THE FLOODWERTY ISODWITHIN THE R100 YEAR FL OD BOU INSURANCE WORK MAP ® N 173733.14 E 1162510.18 N 173687.36 E 1162488.13 / \ \ / FOR LITTLE ROCK, ARKANSAS. © N / 173684.35 E 1162494.20 / , (FIRM COMMUNITY PANEL # 05119C 0315 G, DATED JULY 6, 2015)---------------------.--- -- \ 6 / I I 2 / // ,' (FIRM COMMUNITY PANEL # 05119C 0295 G, DATED JULY 6, 2015) M:\2019\19-043T CV 18K - Phase 2\FN LOTS 31-57 LOTS 1-1 2 LOTS- 1-13 TRACTS E, F & G TRACT H TRACT I BLOCK 56 BLOCK 5'7 BLOCK 58 BLOCK 56 BLOCK 5'7 BLOCK 58 fV� 9 �: °o,, 0UN", CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS To be known as "CAUREL 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 October 2019 LLC a © WHITE-DATERS &c ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING PLAT\FNAL PLAT.dwG 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PROJECT NO. 19-043T