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HomeMy WebLinkAboutS-0503-S Map 3N88' 14'44" W 593.16' / I Northeast Corner, _ NE 1/4, NW 1/4, 41 \ �� �/ I / of T-1—N, Section R-13—W 16, 42 Olt CURVE LENGTH DELTA RADIUS TANGENT 43 Cl 27.76ft 10.32'49' ISOJeft t — �� C2 C3 94.20ft 119.19ft 35 47 40' 45.17 2T 150.78ft 150.78ft 48,69 48.69ft 62.90ft Legal Description — — — — — C4 33.67ft 12.47'34' 150J8ft 16.90ft — \ Part of the NE1/4, NW1/4 and the NWi/4, NE1/4, Section 16, T-1—N, 44 ^ R-13—W, Pulaski County, Arkansas, more particularly described as: / Starting at the Northeast corner of the NE1/4, NW1/4, said Section 16; thence N88'14'44"W, 593.16 ft. to a point on the East line of Lot 41, Sandpiper Creek, an Addition to the City of Little Rock, Arkansas; thence S25'06'35"E along the East line of said Lot 41 Lots 42-44, said Sandpiper Creek, 294.07 ft. to the \j•j� and Northernmost corner of Lot 50, said Sandpiper Creek Addition; �F 276 thence S70'51'18"E along said Lot 50 and Lots 51 and 52, said 89. n Sandpiper Creek Addition, 276.89 ft. to the Northeast corner of said Lot 52 and the point of beginning; thence S70'49'27"E, 78.13 4 POB 9'2�. - ft.; thence S61'16'35"E, 210.89 ft.; thence S71'39'03"E, 245.61 50 rJo I �J 1 E) 781 8.73 ft.; thence S48'50'20"E, 398.17 ft. to a point on the West right- Interstate Route No. of —way line of 430; thence S3'23'21"W, along 52 / 3' O said West right—of—way line, 323.02 ft.; thence N85'19'07"W, f 301.94 ft.; thence N66'38'27'W, 221.55 ft.; thence N51'43'24"W, / 4,3 553,36 ft. to the Southeast corner of Lot 73, said Sandpiper Creek I / 9- Addition; thence N2513'29"E along the -East line of said Lot 73, 136.28 ft. to the Northeast corner thereof; thence N26'30'22"E, I M• �O S 6 7•�63 50.03 ft. to the Southeast corner of Lot 52, said Sandpiper Creek r 99, Addition; thence N26'40'03"E along the East line of said Lot 52, /i 186.39 ft. to the Northeast corner thereof and the point of beginning, containing 429,723 sq. ft. or 9.8651 acres more or less. <v / 3513, z7069 a pt / Ul / �s6,, P/l NtK A CA rN 53 20° s' o eRgNcy CR S2j �r\ \ \11 /g656 54 Z2o OR 3g'v3„e 2.1 N26'30'22"E 50.03' ?�'S -PQ) o // / 6j 's 1 cI &f55 co I O 3 10 tip' 6' 9 � �P m a � l 5. 0. 2 56 57 � � 58 1" �' / govo . // 59 73 O � / 2 6 ai •�/ //�3 EMT O 02G �L 1r0�o / r-10' ESMT h� MIN. FLOOR atV. 6Sjt 72 o, O°O IQ Z / O 4qQ,' 6- ,� m 15' Budding 9a / / oC�B, R�, ^'7 9o Sr 31 ° d ° oo. 3.40 ' / 60 y / P I°, 0 78.00' / 1 rn _ _ / 71 4 �7���(f�jQ 53.26 d ti n�' MIN. N E EV. N �0'• S88'12'59'E 422.46' O Sa IS c� ,, PAGIS MARKER NO. 2055-0091 44' N 2n' \ .o°j I w S6c'1. N m 9� ��x �tOd�1 a 6S N N8'7 08'06" W 81.40' C3 s4 44' MIN. FLOOR aFv. �9 \ 61 �° J37.5 1 64. N PAGIS MARKER N0. 2055-0092 d yo to 32 63' 2710� — — — — � a N o. 54.30' 39, O 7 O 00 .n MIN. FLOOR aFv. M,I 90'00, 1S. 3^ / \ / /- 69 ti a 2 / / ' 9F 99. M �66yo �Co\ Fjs0. 6s°°. '6/ 62A MIN. FOOR atY. / / i7 3,s.a m N 0)CP 68 62 B Zoo sy /\S & 1^ 62C / M66 �09 A\\ •O`�_ / MIN. FLOOR ELEN 5tS Op Cu �9 20 / V- 90'00' �Q 001.L r� c9 L� ss��62°h� 6�ps6°' �� 6S°O" 65 62 D 2 � g) �`SA3 ��a // /� 10• ESMT LOT LINE 6 8/�•. 6�� ^ �� / / S9, � JP-.1 0o TYP ESMT STATE PLANE COORDINATES ti� �S t2ota' a r s �'oa •Iy ✓ ti� PT. # NORTH EAST 1 143866.2856 1190867.6333 RIGHT OF WAY f100 64 �b o 13�A2 50'R o_ ^^� 165.35' 2 143840.6223 1190941.4283 3 143739.2718 1 191 126.3679 6 3 4 143661,9520 1191359.4900 TYPICAL AP&L EASEMENT gg�6,w �� 'sor, 5 143399.8850 1191659.2570 �� t38'37' 6 143077.4300 1 191 640.1608 7 143102.0727 1191339.2281 g8� ti�� ¢) BM t 11'55' 8 143189.9159 1191135.8369 / 62H 9 143532.6990 1190701.4300 62E 10 143654.9514 1190761.6512 \ ' p 11 143699.7226 1190783.9792 Rf ® 5991, o b0 ° I I 0, THIS PROJECT Nct >n6.4 , ° 62G 5� 1 r9l 16 , cA �16 u V Ju 2/ O l MIN. 37FLOOR U V. Ip j 6 2 F 66 )O �' I I MIN. 373.0 aFv. ! t7 2849 e�J �i ice— 10' ESMT / 91,30' Limit of 100 Year Flood Elevation \@ 177,83' lobo, " , � ~ (0N85.19'07"W 301.94' j// —{j.� 32.81' 38th STREET 18 16 VICINITY MAP SCALE: 1 = 2000' BENCHMARK: CHISLED SQUARE IN TOP OF INLET AT FRONT OF LOTS 62F & 62G ELEV, 376.601 n v o Ile K' N n z moo' 3 04 N IZO m ° CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDE➢, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH, /,9y ! DATE OF EXECUTION �pwx o C, "5 DATE OF EXECUiICIN JOE DWHITE D.R.PAGE REGISTERED LAND SURVEYOR WINROCK DEVELOPMENT CO. NO. 534, ARKANSAS 2222 COTTON➢ALE LANE S. 300 LITTLE ROCK, ARKANSAS 72202 INSTRUMENT NO, CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIE ITH, ACCEPTED. THIS CERTIFICATE IS HEREBY / EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTL ROCK PLANNING COMMISSION CERTIFICATE OF�RECORDING THIS DOCUMENT hillllSiER�1 %+�"5`F� ,FILED FOR RECORD r O 19 IN PLAT BOOK PAGE. GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS (1/2" Steel Rod). 2. ALL EASEMENTS SHOWN— — — ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. DISTANCES SHOWN ALONG CURVES ARE CHORDS DISTANCES. 4. ERROR OF CLOSURE: 1:1,590,018 5. RADII AT INTERSECTION OF STREET RIGHTS OF WAY ARE 25' 6. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT TO POINTS ON A CURVE. 7. BEARING DATUM IS STATE PLANE DATUM. 8. 100 YEAR FLOOD ELEVATION: i.e. 33 9. MINIMUM FLOOR ELEVATION: i.e. MN' FLOOR EUX 335.0 10. FLOODPLAIN INFORMATION TAKEN FROM PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM. 50 0 50 Scale 1" = 50 f t DATE: Ea / -1 "1-95 As By DATEI /D� PLAT 01F II.0'II'S 53-61, 62A-62 H[, 63-72 Sandpiper Creek AN j��j�j�111(/M®�1�//'Vj1 O 1L1C1L1O ARKANSAS S ]Farm of N E1/4, NWI/4 and the NW1/41, NE1/4 Scton16,,T-1-N, R-13-W © W1C—LA G29 & t330)LLrA 9, HVLo CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201