Loading...
HomeMy WebLinkAboutS-0801-B Map 1Engineering • Planning Land Surveying Landxape Architecture CERTIFICATE OF SURVEYING ACCURACY I, GREGORY T. SULLIVAN , hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Gregory T. Sullivan Registered Professional Land Surveyor No. 1096 Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, MARK L WRIGHT hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution M rk L. Wright Registered Professional Engineer No. 6074 Arkansas A=12" 57' 42" T=47.71' R=420.00' L=95.01' / N14°45'39"E O60.00' 2 0=12° 57' 42"� T=54.53' R=480.00' L=108.59' W O a 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. // Date of Execution L.R. anning Commission CERTIFICATE OF RECORDING This dpcume•n_t,� rpumbe -_ I' 1 '111 filed for r d �-, tvN, in Plot Pai- ��Book (�d(.f.(-Ile, J (Signed) S81°43'12"E 94,81' CHORD S88012'03"E 421,31' U N88-12'03"1 -N81°43'12"W 108.35' CHORD SW CORNER -� SE va, NW va �- N 88° 08' 01" W SECTION 9 T-1-N, R-13-W 11 3 55.81' 10' DRAINAGE 8 UTILITY EASEMENT - DEDICATED THIS PLAT 572,79' !J.I am L0 \`i CON. MON._1110 PAGISII 2046-0141 ,.f ;CITION ' T H , I. - k L'I , :_, = 046 NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. DATE: ZA� -7 GREGMW77. SULLIVAN AR PLS NO. 1096 GENERAL NOTES Clerk r N65054'10'E 74.01' in,N 890 56' 12" E ` 561.67' �131.1a� - `•75 SEWER EASEMENT 45.0 17.DEDICATED THIS PLAT �� IO 19 y/'1 SEWER 0(0 h ��j DEDICATED EASEMENT THIS MPLAT O V Z Z10 z I (h 0 I d N do Lin I c N O N O 7.6' DRAINAGE l UTILITY z rEASEMENT - DEDICATED THIS PLAT I N01047'57"E 9 X 50.67' MON. NE CORNER SE 1/4, NW 1/4 SECTION 9 T-1-N, R-13-W IPF y� N ° 15' UTILITY EASEMENT ___10\ P DEDICATED THIS PLAT \ 0 lr� S51.11'16"W p=40' 36' 41" 11.1, ' T=155.41' R=420.00' L=297,70' 26' BUILDING SETBACK N88012'03"W 521.74' EXECUTIVE CENTER DRIVE�5' i333. S8f2'037 M5.0O' T1 k-� LOT 6 t7.515 ACRES 25' BUILDING SETBACK ,30. ee4) vI I S88'12'03"E 0) I 62.24' 15' SEWER EASEMENT / DEDICATED THIS PLAT LOT 16' DRAINAGE 8 UTILITY :5.495 ACRES 4I EASEMENT - DEDICATED t THIS PLAT ZI 172. 428• h II 2720_ I 10' UTILITY EASEMENT / DEDICATED THIS PLAT - __J L - 200.8V N 880 08' -0"Vu--7771 45,81' O � 1 I LOT ` LO f I IT \ 32 ll 3 3o f9 SANDPIPER WE ; -)I Ir PLAT BOOK C, I'i, 1. BASIS OF BEARINGS - STATE PLANE COORDINATES, 2. 1/2" IRON PINS SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 3. ERROR OF CLOSURE - 1:39,000 -�40' 36' 41" T=177,61' R=480,00' L=34D.23' 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. �/ 6 WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP Name Date �of� 1Ef{x,(ecc�ution ROBERT A. VOGEL 6EN AL PARTNER � ' i ' l Name Date of Execution GUS BLASS II, GENERAL PARTNER OF CAPITAL PROPERTIES. LTD. q GENERAL PARTNER 2 rJ I Name Datb of Execution CHESTER D. PHILLIPS, PRESIDENT PHILLIPS DEVELOPMENT CORPORATION GENERAL PARTNER 11219 FINANCIAL CENTER PARKWAY, SUITE 300 Address LITTLE ROCK, ARKANSAS 72211 Instrument No. 95-34737 I. J 00 15 '0 IP5tc9 v O / 0 Q O. S 15' UTILITY EASEMENT Q DEDICATED THIS PLAT \ lS PF 16 �F II Go I I irr)I I PROPERTY DESCRIPTION Part of the Southeast 1/4 of the Northwest 1/4 and part of the Southwest 1/4 of the Northeast 1/4, all in Section 9, Townshlp 1 North, Range 13 West, Little Rock, Pulaski County, Arkansas, more particularly described as follows: BEGINNING at the Southeast corner of said Southeast 1/4 of the Northwest 1/4, thence along the South line of said SE 1/4, NW 1/4, North 88.08'01" West 745.81 feet; thence North 01054'59" East 438.84 feet to a point on the South right-of- way line of Executive Center Drive; thence along said right- of-way line North 88°12'03" West 335,81 feet; thence continuing along said right-of-way line on a curve to the right having a radius of 480.00 feet, an arc distance of 108.59 feet and a chord bearing and distance of North 81943'12" West 108.35 feet to a point on the proposed Easterly right-of-way line of Bowman Road; thence along said proposed right-of-way line North 14.45'39" East 60.00 feet to a point on the North right-of-way line of Executive Center Drive; thence along said right-of-way line on a curve to the left having a radius of 420.00 feet, an arc distance of 95,01 feet and a chord bearing and distance of South 81043'12" East 94.81 feet; thence continuing along said right- of-way line South 88912'03" East 421.31 feet; thence North 01°47'57" East 50.67 feet; thence North 06.18'43" West 225.29 feet; thence North 00.03'48" West 161.70 feet; thence North 89056'12" East 561,67 feet: thence North 65.54'10" East 74.01 feet; thence South 27.36"17" East 433.27 feet to a point on 1C25'rfh right-of-way line of Executive Center Drive: thence along said right-of-way line North 51011'16" East 311.21 feet; thence South 36.40'15" East 34519 feet; thence South 87.41'30" East 550,09 feet to a point on the Westerly right-of-way line of Centerview Drive; thence along said right-of-way line on a curve to the left having a radius of 930.00 feet, an arc distance of 86.17 feet and a chord bearing and distance of South 25.59'43" East 86.14 feet; thence continuing along said right-of-way line South 28'41'30" East 357 88 feet; thence continuing along said right-of-way line South 17.28'21" East 28.74 feet; thence along a Curve to the left having a radius of 25 00 feet, an arc distance of 4116 feet and a chord bearing and distance of North 66.30'33" West 37.07 feet; thence along a curve to the right having a radius of 325.00 feet, an arc distance of 149.24 feet and a chord bearing and distance of South 79.13'47" West 147,93 feet; thence North 87.39'51" West 35.94 feet; thence South 02.19'30" West 117.29 feet to a point on the South line of said SW 1/4, NE 1/4: thence along the Louth line of sold SW 1/4, NF 1/4. North 87.3745" WwA 116013 feet to the POINT OF BEGINNING, containing 33 842 acres, more or less. S 87° 41' 30" E 550 09' _ Ir V,' UTILITY EASEMENT DEDICATED THIS PLAT A=C-50 1$' T=43,11' R=930.00' IPF L=86.17' S 250 59' 43" E 86.14' CHORD LEI bI I 15' UTILITY EASEMENT DEDICATED THIS PLATN I I LOT 2wIA t10.386 ACRESII EXISTING SLOPE (0 LOT 1 EASEMENT NI t8.126 ACRES L =26° 18' 37o T=75.96'R R=325.00'P.O.B. ZI I-1AQ 9d' SE CORNER cp SE 1/4, NW 1/4, 15' DRAINAGE a UTILITY S79013'47"W IPF d' SECTION 9, I EASEMENT -DEDICATED 147,93' CHORD 19 THIS PLAT T-1-N, R-13-W SIP S17°28'21"E IPF -- 21 PF 2 8.7 4' 15' UTILITY EASEMENT IP 2 22 �20 DEDICATED THIS PLAT I L N87039 2' ot° 589.19' 0' UTILITY EASEMENT 35.94' T=27.62' _�- ATED THIS PLAT DEDIC 5 71.5 4R=25,00' N 870 37' !45" W _I „SET S02°19'30"W L=41.76' IT VIA K�160.73 Io N66030'33"W01 LC ? or I 4 . aa `LO i °w14i E#rT. I 137.07' CHORD 9 I 9i i 9i• , II i i a I ,II I I II 'll S,t +W, A' PIL T K \ P STXT PLANE COORDINATES CO)NORTHING LASTING T NORTHING EAS ING 1 146856.6561 1 191 182.3743 13 147843.9281 1 191 144,8443 2 146880.9460 1190436.9598 14 147459.9821 1191345.6062 3 147319.5375 1190451.6338 15 147655.0423 1191588.1060 4 147330.0804 1190115.9931 16 14737&1701 1191794.2610 5 147345.6845 1190008.7676 17 147356.0144 1192343.9013 6 147403.7044 1190024.0546 18 147278.5935 1192381.6539 7 147390.0508 1 1901 17.8768 19 146964.6555 1 192553.4710 8 147376.8235 1190538.9774 20 146937.2372 1192562.1015 9 147427.4656 1190540.5681 21 146952.0131 11925281041 10 147651.3913 1190515.7994 22 146924.3688 1192382.7779 11 147813.0907 1190515.6207 23 146925.8337 1192346,8669 12 147813.7117 1191077.2862 24 146808.6418 1192342.1088 200 100 0 100 200 SCALE �%%%t p1ST • STATE • ARKA A ••: NO 1 - 1001111�i111111`x``,`, 10809 Executive Center Drive Suite 210 Little Roxk, AR 72111.6021 Telephone 501-221.7880 Fax 501.221.7882 CONSULTANTS, INC. SCALE I -1" 100' DRAWN BY BRW DATE 1-31-96 z S a U. W 0 C; LL ♦Y U. a Oaz 0ZF- Oa 0 ~�Z W^ON 3z0 O _ ~ z O=N13 Q mf"ZOC ad LL Q I 0 -I> (6 4 LLB N ,w D V N 2Lu co 0 LL a LL z 0 LU JLU O Y =z2 xa a .LLI-•J Y QOU. O U rY CL O cn LU 4 a _j LU ZZWI" 3J LL 95-190 \BRW\5190FP1