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Home My WebLink AboutZ-3592-I Map 3CERTIFICATE OF SURVEYING ACCURACY l 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. A4j_A �� Date of Execution Gregory T. Sullivan Registered Professional Land Surveyor No. 1096 Arkansas CERTIFICATE OF ENGINEERING ACCURACY l 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 0=12° 57' 42" / T=47,71' r ROBERT A. VOGEL SEN IAL PARTNER R=420.00' . 19, r -7 192 1 L=95,01'\ iz W 5 4 N14045'39"E EASTINGR14 O 60.00' s 5 li! N012° 57' ,422/ 1191 182.3743147843.9281 T=54.53' i � 197 198 R=480.OQ' 200 L=108,59) it MO 5 rr''W W 147319.5375 - LLI• O of '~'s 0- 4 147330.0804 15' DRAINAGE & UTILITY I ±10.386 ACRES o�"I LL QONWU Q O) 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. 2%�/s6 �- Date of Execution L.R. anning Commission CERTIFICATE OF 4 RECORDING 12T Is ocument numb 10'2 filed for re ?rd 1 in Plat Book-, Page (Signed) S81043'12"E 94.81' CHORD I.0 S88°12'03"E _ 421.31' Clerk rr cip IPF N65054'10'E 74.01' 11 N 890 56' 12" E 561.67' 131.18 1T/ / �7.6' SEWER EASEMENT 45.9 DEDICATED THIS PLAT C Im� O- o (0 I� , ^00//, 15 SEWER EASEMENT DEDICATED THIS PLAT z 10 � I M d N I 00ur)I o N � N 0 7.5' DRAINAGE & UTILITY z EASEMENT - DEDICATED THIS PLAT `N01047'57"E 9 )( 50.67' N. MON. - • - PAGIS/ 2046-0141 r . ON88°12'03"W 335,81' O 155.65' 125.6511• -N81043'12"W I @e, OD108.35' CHORD `r '30.664' / I co /o•) SW CORNER- - --- SE 1/4, NW 1/4 N 880 08' 01" W SECTION 9 T -1-N, R -13-W 5 10' DRAINAGE & UTILITY EASEMENT - DEDICATED THIS PLAT LOT 6 ±7.515 ACRES N88°12'03"W 521,74' EXECUTIVE CENTER D. _T8°12'03"E 545.00' NE CORNER SE 1/4, NW 1/4 SECTION 9 T -1-N, R -13-W I\ 15' UTILITY EASEMdNT__1e\ Q DEDICATED THIS PLAT \ W A=40° 36' 41" 11.1E' T=155.41' R=420.00' L=297.70' 25' BUILDING SETBACK i -L-,40° 36' 41" 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 Y 'l WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP Name Z ROBERT A. VOGEL SEN IAL PARTNER 15' SEWER EASEMENT / DEDICATED THIS PLAT . 19, r -7 192 1 Name Date of Execution GUS BLASS II, GENERAL PARTNER OF CAPITAL PROPERTIES, LTD. q GENERAL PARTNER 2 Jr 1 Name Datb of Execution NESTER D. PHILLIPS. PRESIDENT PHILLIPS DEVELOPMENT CORPORATION GENERAL PARTNER 11219 FINANCIAL CENTER PARKWAY, SUITE 300 Address LITTLE ROCK, ARKANSAS 72211 Instrument No. 95-34737 C, .v , / q r 61 .. O 15 •O Ipi�a6 2f, �O. \ rs: tS 15' UTILITY EASEMEN 0 DEDICATED THIS PLAT \ �� \•jOIPF16 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, Township 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 01°54'59" 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 81°43'12" 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 14045'39" 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 81°43'12" East 94.81 feet; thence continuing along said right- of-way line South 88012'03" East 421.31 feet; thence North 01047'57" East 50.67 feet; thence North 06°18'43" West 225,29 feet; thence North 00003'48" West 161.70 feet; thence North 89°56'12" East 561.67 feet; thence North 65054'10" East 74.01 feet; thence South 27036'17" East 433.27 feet to a point on the North 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 345.19 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 28041'30" East 357.88 feet; thence continuing along said right-of-way line South 17028'21" East 28,74 feet; thence along a curve to the left having a radius of 25.00 feet, an arc distance of 41.76 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 79013'47" West 147.93 feet; thence North 87039'51" West 35.94 feet; thence South 02019'30" West 117.29 feet to a point on the South line of said SW 1/4, NE 1/4; thence along the South line of said SW 1/4, NE 1/4, North 87°37'45" West 1160.73 feet to the POINT OF BEGINNING, containing 33.842 acres. more or less. S 87° 41' 30.' E- 550.09' \- v15' UTILITY EASEMENT 8 t1=05° 1' 31,1 DEDICATED THIS PLAT J O T=43,11' R=930.00' 17 S 250 59' 43" E 86.14' CHORD ,I I S88°12'03"E 1=177,61 \ L R=480,00' M L=86.17 c, vl I 62.24 L=340.23' co I �® In I I 15' UTILITY EASEMENT LO7 rOGE:? EXE" U,!'{E. Cs`!TER 'LAT BOOK 6, EXISTING SLOPE EASEMENT T I 172. 428• / ZI I i r .®. Y. ZI I L=149.24' \ ` �j z I / SE CORNER S79°13'47"W \ `��- SE 1/4, NW 1/4, I & UTILITY EA EMENTGEDEDICATED PF THIS PLAT 147,93 CHORD„/IP ,,.2 4�- / I I SECTION 9, _ _ / T -1-N, R -13-W I IP IPF �- 1 -10' UTILITY EASEMENT I I I 23 22 1 DEDICATED THIS PLAT 15' UTILITY EASEMENT 70.8 545,00' ! I I DEDICATED THIS PLAT ° , „ ----._.-� L-200.81' N87 3951 W 79 CON. MON. ° 589,19 0' UTILITY EASEMENT 35.94' PAGISi 2046-0141 ' l 7-45., 1 NP PIP i 1Q trlL &_ ° , r i- - _- THIS PLAT ;_ 4 ! - - - _ - - -571.54' 1�6--$$-.�1_�.-._ DEDICATED V _ __ _OT 4, (�' �I N 8; 37 45 W" i - - - - - - - -� IP SET SO2°19'30"W T LOT LOT LOT I oRAII. P Fr- OI , - _W 53 � : LOT ( 1160.73 / L%}T\ \ 32 33 34 35 36 186 187 `OT LOT LOT LOT yy uI L+ T jj LOT I °+ oRArVT' LCT i Q I �� + �_ _' 117,29' SANDPIPER VV -ST ADE)IT1;0"\I PLAT E300 " D, PAGE 046 FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. DATE: Z S 9 GREG SULLIVAN AR PLS NO. 1096 96 1` GENERAL NOTES o� Z I 1 188 89 15' SEWER EASEMENT / DEDICATED THIS PLAT . 19, r -7 192 1 + LOT I I LOT ( 19 4 u I 1 4 195 e nsr. LOT LOT LOT W 5 DEDICATED THIS PLAT is EASTINGR14 NORTHING EASTING li! q l.f 1191 182.3743147843.9281 196 � 197 198 �.� 99 1 ►I 200 W.2 4[ it U.z60) Z LOT 2 WO 147319.5375 - LLI• O of '~'s OT 3 L- 4 147330.0804 15' DRAINAGE & UTILITY I ±10.386 ACRES o�"I LL QONWU SANDPIPER , E s T ADDITION D DIrIO O) ±5.495 ACRES v l EASEMENT - DEDICATED THIS PLAT eV I I LOT 1 ACRES O =26° 18' 37" 90. PLAT BOOK ,-4,, PAGE 980. CC O � 475 a 01.1 7 N o ±8,126 T=75.96 LO7 rOGE:? EXE" U,!'{E. Cs`!TER 'LAT BOOK 6, EXISTING SLOPE EASEMENT T I 172. 428• / ZI I i r .®. Y. ZI I L=149.24' \ ` �j z I / SE CORNER S79°13'47"W \ `��- SE 1/4, NW 1/4, I & UTILITY EA EMENTGEDEDICATED PF THIS PLAT 147,93 CHORD„/IP ,,.2 4�- / I I SECTION 9, _ _ / T -1-N, R -13-W I IP IPF �- 1 -10' UTILITY EASEMENT I I I 23 22 1 DEDICATED THIS PLAT 15' UTILITY EASEMENT 70.8 545,00' ! I I DEDICATED THIS PLAT ° , „ ----._.-� L-200.81' N87 3951 W 79 CON. MON. ° 589,19 0' UTILITY EASEMENT 35.94' PAGISi 2046-0141 ' l 7-45., 1 NP PIP i 1Q trlL &_ ° , r i- - _- THIS PLAT ;_ 4 ! - - - _ - - -571.54' 1�6--$$-.�1_�.-._ DEDICATED V _ __ _OT 4, (�' �I N 8; 37 45 W" i - - - - - - - -� IP SET SO2°19'30"W T LOT LOT LOT I oRAII. P Fr- OI , - _W 53 � : LOT ( 1160.73 / L%}T\ \ 32 33 34 35 36 186 187 `OT LOT LOT LOT yy uI L+ T jj LOT I °+ oRArVT' LCT i Q I �� + �_ _' 117,29' SANDPIPER VV -ST ADE)IT1;0"\I PLAT E300 " D, PAGE 046 FLOOD PLAIN CERTIFICATION 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: Z S 9 GREG SULLIVAN AR PLS NO. 1096 96 1` GENERAL NOTES o� Z I 1 188 89 190 . 19, r -7 192 1 + LOT I I LOT ( 19 4 u I 1 4 195 e nsr. LOT LOT LOT W 5 NORTHING EASTINGR14 NORTHING EASTING li! q l.f 1191 182.3743147843.9281 196 � 197 198 �.� 99 1 ►I 200 W.2 4[ it U.z60) Z 1191345.60623 OLU =yY 147319.5375 1190451.6338147655.0423 O of '~'s f �w ffiE Wit` 4 147330.0804 1190115.9931147378.1701 LU O LL QONWU SANDPIPER , E s T ADDITION D DIrIO 1191794.26105 - PLAT 00K C, PAGrl b/ANDPIPE ADDITION - PHASE SF I! 6 147403.7044 PLAT BOOK ,-4,, PAGE 980. CC O � 1. BASIS OF BEARINGS - STATE PLANE COORDINATES, 2, 1/2" IRON PINS SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 3. ERROR OF CLOSURE - 1:39,000 200 100 0 100 200 SCALE S17028'21"E fps 28.74' 6,=95 42' 01" T=27.62' R=25.00' L=41.76' N66030'33"W 37,07' CHORD \BRW\5190FP1 Engineering • Planning - Land Surveying Landscape Architecture 10809 Executive Center Drive Suite 210 Little Rock, AR 72211.6021 Telephone 501.221.7880 Fax x 501.221-7882 CONSULTANTS, INC. SCALE ' 1" = 100' 1-31-96 Z STATE PLANE COORDINATES Q U. 3 W 5 NORTHING EASTINGR14 NORTHING 0 IL EASTING 1 146856.6561 1191 182.3743147843.9281 1 191 144.8443 2 146880.9460 1190436.9598147459.9821 U.z60) Z 1191345.60623 OLU =yY 147319.5375 1190451.6338147655.0423 o80J Q 1191588.1060 4 147330.0804 1190115.9931147378.1701 LU O LL QONWU 1191794.26105 -'=ZX LU 147345.6845 1190008.7676147356.0144 .. U. ® f. J �... n 1192343.9013 6 147403.7044 1190024.0546147278.5935 CC O � 475 1192381.6539 7 147390.0508 1190117.8768 19 146964.6555 1192553.4710 8 147376.8235 1190538.9774 20 146937.772 1192562.1015 9 147427.4656 1 19 0540.5681 21 1 46952. C 131 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 S17028'21"E fps 28.74' 6,=95 42' 01" T=27.62' R=25.00' L=41.76' N66030'33"W 37,07' CHORD \BRW\5190FP1 Engineering • Planning - Land Surveying Landscape Architecture 10809 Executive Center Drive Suite 210 Little Rock, AR 72211.6021 Telephone 501.221.7880 Fax x 501.221-7882 CONSULTANTS, INC. SCALE ' 1" = 100' 1-31-96 95-190 Z Q U. 3 W 5 vF 0 IL V z Oa ~�Z Uj7000) U.z60) Z OLU =yY � mHZQ o80J Q rS411111a� W 7'7�� LU O LL QONWU IL z -'=ZX LU 0 Q o F' Q .. U. ® f. J �... n � a LL a 0Z) 0.475 CC O � 475 1- Ja3� LUZzy Cr)LU 11- � LU UJ X 95-190