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HomeMy WebLinkAboutS-0503-S Map 4N88'14'44'W 593.16' Northeast Corner, --� NE 1/e4, NW 1/4, of Section 16, 41 V � � i-1—N, R-13—W i 42 F _ _ a CURVE LENGTH DELTA RADIUS TANGENT ---- 43 — — — — — Legal Description 44 ^ Part of the NE1/4, NW1/4 and the NW1/4, NE1/4, Section 16, T-1—N, 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 _ — —A \ 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 and Lots 42-44, said Sandpiper Creek, 294.07 ft. to the II S�\J•18„e Northernmost corner of Lot 50, said Sandpiper Creek Addition; thence S70'51'18"E along said Lot 50 and Lots 51 and 52, said \ 2�6 Sandpiper Creek Addition, 276.89 ft. to the Northeast corner of \ 89' said Lot 52 and the point of beginning; thence S70'49'27"E, 78.13 ft.; thence S61'16'35"E, 210.89 ft.; thence S71'39'03"E, 245.61 POB 04g'2T° ft.; thence S48'50'20"E, 398.17 ft. to a point on the West right— E ,� of —way line of Interstate Route No. 430; thence S323'21"W, along I 50 I� 51 �813 8.73.0 said West right—of—way line, 323.02 ft.; thence N85'19'07"W, / 2 - 301.94 ft.; thence N5638'27"W, 221.55 ft.; thence N51'43'24°W, 52 / 4 553.36 ft. to the Southeast corner of Lot 73, said Sandpiper Creek 39, Addition; thence N26'13'29"E along the East line of said Lot 73, 136.28 ft. to the Northeast corner thereof; thence N26'30'227E, ro 50.03 ft. to the Southeast corner of Lot 52, said Sandpiper Creek L, 6599 567.7 Addition; thence N26'40'03"E along the East line of said Lot 52, 02 6' 186.39 ft. to the Northeast corner thereof and the point of `3S'F beginning, containing 429,723 sq. ft. or 9.8651 acres more or less. .� / 1Oo,3`51,3.2708g, 01 01 5341. 6 as. CR rr 4 �e 54 9p3.,� 245.g1, N26'30'22"E 50.03' °'S0, �`�� �' / 'sue 1 4 �68 ti� s°O P / 56 57 T i / �°. N 58 / '8 ��' I6' tia° 59 73 / S�• ° % ° cq 6 / 6�� / �10' ESMT MIN. FLOOR FLEV. R R9- 61 O / / 72 �s, 926, IS' Bullding Line :0. P 9!'P o SILO 31 rn 0d1Co � 78.00' °O. 3.4 � 11ti �1ti MIN. n.00R ELEV. O 020" S88'12'59 E 422.46' V --O S°A Q \ gip cz N 500 6�,1' !, PAGIS MARKER NO. 2055-0091 4 "' ° N MIN. ROOK E" i,! lit" ,�ry 63 N N8-7'08'06"W 81.40' c3 94.44' 337.0 64, �9 � 61 PAGIS MARKER NO. 2055-0092 ) ti6 32•63' 27.10� r — — — — °I ` 2n' 6 d v — S 00 0 \ N N°• 54,30' 3— Z u�l O- Q o o In 9,97' -� MIN. FLOOR REV. „rn \ FCC- js COI 337.0 �� 90,001A4 �^ ESM-r i 2 / 0 g.\ \ yY 6 Q/ MIN. FLOOR EIEV. i7 9 F 69 b�° \ s°� s°o ol�P 6 2 A 338.a / m 9 ti \ 6°\ 3� SY 950' \ �R �6 62B S. �S \ r 1 2 67 °�- .�1 6 2 C �� / / MIN. Fil10R F].EV. 335.0 Cu AS 00 66 N - m 90'00 J� C'y ryUj C3 2R !y SS3 0s� ho ti 6S� O 2 65 \ p A� S4� �C // /� 10' ESMT ti 8 6 �o LOT LINE I10 6 0\ r3"�y �� 42,Sg, W / // TYP ESMT s-p S9, > � ti�i�O d4� rS6 120.14' P. LJI STATE PLANE COORDINATES r 5' 68a PT. # NORTH EAST 64 r o �A2 50'R 165,35' 1 143866.2856 1190867.6333 RIGHT OF WAY ,00, 2 143840.6223 1190941.4283 R ti°b 63 I c rrs• 3 143739,2718 1191126.3679 TYPICAL AP&L EASEMENT g�6-W ^./ °A" 4 143661.9520 1191359.4900 O 5 143399.8850 1 191 659.2570 138 37' 6 143077.4300 1191640.1608 F8 ti�^� a 4) BM 11155• 7 143102.0727 1191339.2281 fig- \ ° 39 8 143189.9159 1191135.8369 62H a °� 39��. n 62E 9 143532.6990 1190701.4300 0 10 143654.9514 1190761.6512 P i 5 0 0 ° I I °� 11 143699.7226 1190783.9792Rj O 91 I S' THIS PROJECT N66 >6n645 0 ~� 62G 5° I I r9 18 16 JV 2�"� O MIN. 3 OOR V2V. CD I 62F � 22 j SS 66 )0 MIN. 37F73.0 F1EV. 10' ESMT 849 91.30' Ci 27.76ft 30.3249' 150.76ft 13.92ft C2 94.20ft 35'4T40'_ 150.78ft 48,69ft C3 _ i939f} _ 45'17'2T 150.78ft 62.90ft C4 33.67ft 12'47'34` 150.78ft 16.90ft CERTIFICATE OF OWNER CERTIFICATE OF SURVEYING ACCURACY 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 SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. -LAY ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH, S I JY,CS DATE OF EXECUTION DATE OF EXEC N JOE D. WHITE D.R. _— PAGE REGISTERED LAND SURVEYOR WINROCK DEVELOPMENT CO. NO. 534, ARKANSAS 2222 COTTONDALE 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 SUB➢IVISION 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 TIMOTHY E. ➢ATERS /o y 4� ' REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING - COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT Ig1 hER 1 ry ,FILE]) FOR RECORD0 '19 +:'', IN PLAT BOOK PAGE I 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. Limit of 100 Year 8. 100 YEAR FLOOD ELEVATION: i.e. 333 Flood Elevai:on MIN. FLOOR EI.EV. 9. MINIMUM FLOOR ELEVATION: i.e. 33e.o 10. FLOODPLAIN INFORMATION TAKEN FROM PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM. n o '4 N M1 0 m OD o, 00 177,83' a ° ' 32.81' o N85' 19'07' as ,W 301.94' 1 38th STREET�� BENCFIMARK1 CHISLED SQUARE IN TOP 16 16 - OF INLET AT FRONT OF VICINITY MAP - �oTs 62F & 62G scALE: 1= 2000' ELEV. 376,601 i0 ' DATE. Sandpiper Creek Scale 1" = 50 ft 9-22®95 Q, _r L'11N-jj �j�jj�jj�j�Mj[®1�(�j1[L�®� j[=j[ `S.1L 1L 1L ®1C' 1Li1L �L OL �LeOLd JL�l®�I.�IL11y d'11114111�SAS Put ®f N]Efl/4, NWfl/4 and the NW1/4, , 1bdl�E77flJ/jj4%�/V�j�®7a�anflP6�9,77'T7�fl�-1�, l[�/�-fl�93[O-�1�/v77 /� P/}9�(9�V %j�\�//V © VV L(Z11(L11Le ll1/Li111111Tn�6i' A �l'i\6i�Ai1®LL.j/�\ 1l lCsbi�y 111Vllio CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201