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HomeMy WebLinkAboutS-0867-WWWWWWWW Map 2ARKANSAS STATE PLANE CHENAL VALLEY DR. \ \ COORDINATES (NORTH ZONE) O MAP N 158562.05 E 1167003.33 VICINITY \ \ - - (NTS) 0 N 158125.45 E 1167298.02 CHENAL PARKWAY N 158058_77 -E 1167342.64 _® N 157816.37 E 1167347.88 RPN�1N0 R01'D O5 N 157827.81 E 1167189.84 \ \ ® CHENAL VALLEY DR, N 157790.74 E 1167187.16 19 \ O7 N 157801_93_ E 1167032.56 - DENNY ROAD ^ ® N 157860.71 E 1167036.81 KANIS ROAD N 157897.11 E 1167016.14 THIS PLAa \ r° vo \ 10 N 15E 1165975.81 T � zo \ o � 7956.02 _ a / moJ��<O, 11 N 157893.89 E 1166885.04 \ orm p \ © N 157886.63 _E 1166890.01 TRACT L \ °o �Fp�F 3 N 157799.08 762.10 � -Q _----- E 1166762.10 N 157766.51 E 1166723.81 % 1, \\ \ ' \ \, \ c �OAF Q N 157980.29 E 1166577.48 - -- os p ' \ 16 - N 158026.29 - E 1166505.36 ^'2 �' `\ 1 N 158165.40 E 1166594.09 N 158167.16 --E 1166591.33 19 N 158450.21 E 1166771.86-- C i / / T1PyCI' It. \ y5• 2 N 158427.99 E 1166786.08 - LEGAL DESCRIPTION CERTIFICATE OF SURVEYING ACCURACY PART OF THE E1/2 OF SECTION 34, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EASTERNMOST CORNER OF TRACT L, BLOCK 3, WILDWOOD PLACE, AN ADDITION TO THE I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS CITY OF LITTLE ROCK, ARKANSAS; THENCE S34'01'06"E, A DISTANCE OF 526.75 FEET; THENCE S33'47`27"E, A DISTANCE OF PLAT CORRECTLY REPRESENTS A BOUNDARY 80.23 FEET; THENCE S01'14'17"E, A DISTANCE OF 242.46 FEET; THENCE N85.51'37"W, A SURVEY MADE OR VERIFIED BY ME, ALL DISTANCE OF 158.46 FEET; THENCE SO4.08'23"W, A DISTANCE OF 37.17 FEET; THENCE MONUMENTS REQUIRED ACTUALLY EXIST AND N85°51'37"W, A DISTANCE OF 155.00 FEET; THENCE N04.08'23"E, A DISTANCE OF 58.93 ARE CORRECTLY SHOWN HEREON AND THAT ALL FEET; THENCE N29'36'03"W, A DISTANCE OF 41.86 FEET; THENCE N34'23'22"W, A DISTANCE SURVEYING REQUIREMENTS OF THE LITTLE OF 71.39 FEET; THENCE S55'36`38"W, A DISTANCE OF 110.00 FEET; THENCE S34'23'22"E, A ROCK SUBDIVISION RULES AND REGULATIONS DISTANCE OF 8.80 FEET; THENCE S55'36'38"W, A DISTANCE OF 155.00 FEET; THENCE HAVE BEEN COMPLIED WITH. S49.37'06"W, A DISTANCE OF 50.27 FEET; THENCE 1\134°23`22"W, A DISTANCE OF 259.06 FEET; THENCE N57'28'14"W, A DISTANCE OF 85.54 FEET TO THE SOUTHEASTERLY CORNEROF TRACT K, BLOCK 3, SAID WILDWOOD PLACE ADDITION; THENCE N32'31'46"E, ALONG THE EASTERLY LINE OF SAID TRACT K AND ALONG THE EASTERLY LINE OF LOT 57, BLOCK 3, SAID WILDWOOD PLACE ADDITION, A DISTANCE OF 165.00 FEET DATE OF EXECUTION DANIEL W. HAVNER TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF WILDCREEK CIRCLE; THENCE ALONG SAID REGISTERED LAND SURVEYOR NORTHEASTERLY RIGHT OF WAY LINE N57'28'14"W, A DISTANCE OF 3.28 FEET TO THE NO. 1542, ARKANSAS SOUTHEAST CORNER OF LOT 27, BLOCK 7, SAID WILDWOOD PLACE ADDITION; THENCE N32'31'46"E, ALONG THE EAST LINE OF SAID BLOCK 7, A DISTANCE OF 335.72 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF WILDCREEK CIRCLE; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 422.50 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S32°36'02"E, 26.38 FEET; THENCE CONTINUE ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE S34'23'22"E, A DISTANCE OF 12.08 FEET; THENCE N55'36'38"E, A DISTANCE OF 255.00 FEET TO THE POINT CERTIFICATE OF ENGINEERING ACQURA Y OF BEGINNING. CONTAINING 9.1582 ACRES, MORE OR LESS. I, TIMOTHY E. CATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINE \ y! \ -- - GENERAL NOTES: ERING REQUIREMENTS OF THE LITTLE 19 / / \, 12 Q$' �F o P N 158418,02 E 1166792.90 ROCK SUBDIVISION RULES AND REGUL ONS p - ---- ti i 11� R422. \ 6� � s° - ---- _ -- -- 1. 1 2 HAVE BEEN COMPLIED WITH. C©S32°3'�'02" cj� '0 �� / " IRON PINS WERE SET AT ALL LOT CORNERS \LCd6.38' �5 Op o. i �\ \ \\O• 30'0.0. � ^ � %` 2. ALL EASEMENTS SHOWN --_- MAY BE USED FOR DRAINAGE f 32 \\ 19 24 0 \ �f 'T ^A AND/OR UTILITIES AS NOTED. TIMOTH E CATERS DATE OF EXECUTION 0�'04 rj \Jl 3. SEWER EASEMENTS MAY BE USED FOR SANITARY SEWER. ®� \� / o FFp \ 4. DRAINAGE EASEMENTS MAY BE USED FOR STORM DRAINAGE AND 31 \\ Z oo ��' //� �So`f0 1't��U>4 ors OF�/O STORM DRAINAGE OVERFLOW. 14 / � q TRACT �O \ \ >/00 N o °°' oF4�2 °oa�p� 0 1 \ 5. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF mho 90.0'0" s 9� P�sc�sT INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. / 1\ �� 3t7 90��°'°� ood 6. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. �L \,o° \0'0" oFs�4o - Fp F \ 15 0 _ 33 '\ `SO\\ �, `` °' 1 U'� �cQ 7. ERROR OF CLOSURE: EXCEEDS 1:20,000 0'�/ 90.0'0" 0 0 °°\ \O. 90'0'p" 2 j 8. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0% 9o'Q'o 6' 0� s O �1 UNLESS NOTED OTHERWISE. \ 29 R\ 9. TRACT 0 MAY BE USED AS A DRAINAGE EASEMENT. THOSE 34 \\\U °o\ 90'0'0" s� AREAS IN TRACT 0 SHOWN AS MITIGATION SITE SHALL ONLY 00 90•0`0" Op \ \ 3 BE USED IN A MANNER CONSISTENT WITH DEED RESTRICTION AS SO \\O moo\ \O' 9 0,0 Op SO S Is \ OUTLINED IN THE COVENANTS AND RESTRICTIONS. DRAINAGE SHALL ,De ° \ �\ \ \\0 '00 BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 40�TRACT Q 35 Oc-Ir \ °O\ \ 90.0'0" % \ 10. ALL FRONT AND REAR BUILDING SETBACK LINES ARE 20 FT. ALL \ � 90,0101. p G \sp �\ \ 4 1 SIDEYARD BUILDING SETBACK LINES ARE 5.0 FT. ' PEDESTRIAN PATH O� 4F \'O o•10, / o S �� s O p \11. ALL TRACTS MAY BE USED FOR LANDSCAPING WITH APPROVAL OF \ � o ADO, °O• so'o p" �f\ s0\ \ `\ r O' DEVELOPER. REFER TO COVENANTS AND RESTRICTIONS FOR v 900'0" RESTRICTIONS ON USE. 36 \ \ \� '°o� \ so•o'o" 5 � o q0 s \O' \°O• U `� 90 0 p S 12. TRACTS 0, P AND Q MAY BE USED AS A DRAINAGE EASEMENT AND �0 0' 0 \ \ �\�', Q' 00 O STORM DRAINAGE OVERFLOW. DRAINAGE SWALES AND OVERFLOW SHALL \ 57°28 14 W \, \ 26 po p O• \ °o\ BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 3.28 �.18 ��' Ln SS 37 \ o.\ \ so o'o" \ o� N RA' 90.0'0" dj OO \s0 ��\ \ 6 TRACT 0 13. TRACTS 0 AND Q MAY BE USED AS PEDESTRIAN PATHS. 9 s� 25 0° a�323'„ $ \\o \ \°o. soQ'o 0o so 14. NO ENCROACHMENTS OR OBSTRUCTIONS ALLOWED WITHIN THE O 0 SO\ \ \ °°- DRAINAGE EASEMENTS 5%3 CURVE ct C2 \ 2'\e 24 o q�� 33 �, / 0'� '°o so o'p°' �J S� (o 00 4 90•0'0"� 00/ \s0 �-'\�j % 15. STORM DRAINAGE PIPE AND APPURTENANCES INSTALLED IN THE O o O ° 85.45'40" \\�'/ 9 Q•0" O� SO "DRAINAGE PIPE EASEMENT" SHALL BE MAINTAINED BY THE a sr' o > /> oo• \ �' \ \0 o PROPERTY OWNERS ASSOCIATION. REFER TO COVENANTS AND 23 > O. / / sP o 10'0 0" \ `So\ \ O. RESTRICTIONS. 39 �°oro Opp \ 90.0`0" \SO �° SSJ 931\ �O• �� ss3g'46" �00'0„ Oq \SO \ \ 8 �^ 16. TRACT 0 MAY BE USED FOR EMERGENCY ACCESS. �L° • w so\ \\0 9oQ'o\ oo s0 `!CIV,\�� " 22 0 0 °°� �o 0 0" s°\ `o' °0, \ o'9 \�� R �� g314 20 0 \ �6� �' °�. \ \ 40 \ Op \� 30.0'0„ \ gOSO Cr 55 opp o �, 90'11'O6"p S\O\ 11�� \\\°O. \ 90�0'0 �O g QO 16 °O' �� p0 ^R �1� a\ \�� X \� 4'20, 21 00\ \0'0 0" O� S0\ \ \\0. °0, o' aT u g C 53 l s° \ u3 °\ \<o 90'0'0i SO o ^ 42 \ SO• \�f �zj �° \\O �9. \90'0'0" 41 10 c \ ,\ \? 90'0'0" S ��' \ °O. 90' 04t 0 > >' �`SSglA`/ T k" \moo r, �) �yj° o\ ` C \ 00/ CO 85710'3�"ct1.s \�'� ` 00 5"S3 20 0CD 0X\ \o•p'0" \ '\ as N > �\ \ oo • 4 \ 42 00, . O "\ \ei• r� �.\ 10' °O. \90'0'0" o o tz\ V O• \'O 0p4 5449'30". . N s \ bo 10 `', 11 G\ �O• S" sr3 \h� s�•\o 1g �'00\ <�\0'0'0" �Ltih °a 40 1��5 0 \ �„ \ \ oo �Nv1 ° \ 43. titi� Op o` o r s\ \O' 3 ✓s0.0'0" \\ / o >�. cv� 94.41'43" O \' SO O\� O 1 (O g , )IN v`\ 0 y6Y / .O \ �l d> \ 3 O Q u� Q �o \. / > ON a is Q o 1\ \O• s 00\ o �" 98*,06'17" '<o O P• -� N > .�e°i �`� / > 6ti � � .P � 12 39 o100 O o s \` 11 \OFaSee b� 9 >o >> N°� o. �� �� C to d 90 0'0' o < ,�o r 9 try S \00 O� \�00 12\\ t�O O �t94'4T19" 26" 1 ���9m 1 11a I h°� 110.00, � ?" o? o </ 9o�o'p„ �•20 48's�I JIs431s " 1 °° ° \\ �.°3�0 �ti� 8 �;a43 1t0.36' 38 4< \moo \ N I \ \� \\ O N �2 z 9 85.55'10 I a ` d 90'0`0,. OHO a \ / 0 � �p � 1 S2?''40., 4210"I� W ��84-31'S5" 13 �e � C� 3CO I I co 1 NI o o ss . 00. o ��° ��p � cn I " 2 I� 50 110.001s"s 13 S 1 tility Esmt. W� Ig000 110.00' �oiby ' o i� 5 1 N8 58146?NW a� 54'x15' 7 N85°51'37° z Sewer Esmt. O 155100' W Jo 61 � SO4°08'23°W 14 N� 3021 10' Drainage Pipe Utility Esmt- '0'0�_ L :7.17' c� h Easement to be Maintained by P.O.A. CENTERLINE CURVE DATA 55'x15' LENGTH DELTA TANGENT RADIUS Sewer Esmt. 100.87' 38'31'46" 52.43' 150.00' 161.14' 23*04'54" 81.68' 400.00' NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON FIRM PANEL NO. 05119C 0315 G, DATED JULY 6, 2015. so 10' TELE. ESMT. (SW13) INSTR. # 2002135529 50 0 50 Scale 1 " = 50 ft 150 REGISTERED PROFESSIONAL ENGINEER NO, 5033, ARKANSAS ,``ma y-.,.....:V-- �s-'. ..r- STATE OF °".:6'_ Ai `R S ;7i4 ARKANSAS 0,154 REGISTERED SIG PROFESSIONAL ENGINEER o 'uivn�'',,, N 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 POTLATCH DELTIC CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-51004 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. O (, DATE OF EXECUTION VILROCK PLANNING COMMISSION \r Al �eeae.eeeN NV � 'r4f WHITE-DAT;t"a� s U 8 A55 � ATES D. 538 4... a IIIIIIIIII'IIIIIIIIIIIIIIIIII�IIIIIIIIII RECORDED O2018064485 zW PRESENTED 10-16.2018093817AM In official Records of Larry Crane Circuit/County Clerk PULASKI Co. AR FEE $15.00 FINAL PLA T LOTS 24 k 55-56 BLOCK 3 LOTS 1-27 19-26 k 33-43 BLOCK 7 LOTS 1-13 k 38-42 BLOCK 8 TRACT P BLOCK 3 TRACT Q BLOCK 7 TRACT 0 BLOCK 8 WILDWOOD PLACE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF THE E 1 /2 OF SECTION 34 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS OCTOBER 2018 a WHITE DATERS & ASSOCIATES, INC. Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223