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HomeMy WebLinkAboutZ-6261 MapF PROPERTY DESCRIPTION Part of the Southwest 1/4 of the Northwest 1/4 of Section 9, Township 1 North, Range 13 West, Pulaski County, Arkansas, being More particularly described as follows' BEGINNING at the Northeast corner of Lot 41, Block 4, Cherry Creek an addition to the City of Lit762iRock, Arkansas as recorded In Plat Book E, Page proposed centerline hence South 86°26'35' East 127.31 feet to the prop of Bowman Road; thence South 13258'36' West along said proposed centerline 51.83 feet; thence along said proposed centerline on a curve to the left having a radius of 800.26 feet, an arc length of 174.73 feet and a chord which bears South 07°25'19' West 174.38 feet) thence South 01936'30' West along the existing centerline of Bowman Road 87.20 feet) thence North 88223'30' West point on the Easterly fine of _t 44, 44, said Block 4. 45.00 feet to a Cherry Creek Addition' thence North 37°15'47' West along said Easterly tine 168.39 feet to the Easterly right-of-way tine of Cherryhill Cove; thence along said Easterly right-of-way line on a curve to the left having a radius of 50.00 feet, an arc length of 97.10 feet and a chord which bears North 02°53'57' West 82.55 feet to the Southeast corner of said Lot 41; thence North 31927'52' East along the Easterly line of said Lot 41 a distance of 117.90 fee to the POINT OF BEGINNING containing 0.902 acre, more or less. T REGISTERED PROFESSIONAL ENGINEtERR `XTllllil lu,#,,. 18TE% i ••' STATE OF •• ��: ARKANSAS �� t NO, W _ . 111111111110 rco y OF cURVEYINC ACCURACY I MICHAEL WATSONehereby certify that this plat correctly represnts a boundary survey made or verIfled by me, all monuments required actually exist and are correctly shown hereon ittl Subdivision dRu es and Regulations that ati, nshave been compiled uirements of the Lw the Rock Michael Watson Date of Execution Registered Professional Land Surveyor NO* 957 Arkansas rF TTrrreT"E Ew-�E INg„ G ACCURA I VES LOWDER , do hereby certify that this plot n made by me, and that the engineering correctly represents a pla requirements Of Regulations have been Little tle Rock Subdivlslon Rules and Wes Lowder --- Date ofof Sxecutlon Registered Professional Engineer No. 4943 Arkansas ,.reTrrrreTc �p� tt V� We, the undersigned, owner of the real estate shown and described herein, do hereby certify that t we have e (aid and OFF, platted, and subdividedand do , subdivide said real estate in accordance with this plat. Date of Execution Signature ame Address Source of Title' ,irRTrrTreTF OF FINAL Aee8VAL 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 Regulation. C. _R Date of Execution . Planning Co— mm---ission � rrerr � REGIXtDtN filed for This document, numbe 19—_ In Plat Hook � record ---- Page CHERRY CREEK PHASE X GENERAL NOTES: 1) 1/2# REBAR WERE SET AT ALL LOT CORNERS EXCEPT WHERE NOTED, 2) ALL EASEMENTS ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3) RADII AT INTERSECTIONS ❑F STREET RIGHT OF WAY ARE 25,00' EXCEPT WHERE NOTED, 4) DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES, 5) ERROR OF CLOSURE EXCEEDS 1150,000, VICINITY MAP 0 U N P BATT E D STREETI-I GHT EASEMENT _ EACH SI_LIE C3F LN T LI NE\_ (TTYAP^''l A _74-47'_ ,. w i 4I "' rC, tP rn 4- l .) > > 4r3.7G' 7 \\ — �. 7 00 7 h N LTI J 6 �. CURVE DATA Pagls Coordinates Point No. Northing Easting 1 147235,6218 1189 7 67.8696 2 147230.5622 1189849.2679 3 147188.0672 11898 38.6910 4 14 7005,4215 1189814.8982 5 146918.6034 1189812.4 628 6 147052.6196 1189710.5068 _ 7 14 7135.0611 11897 06.3316 CHERRY CREEK PHASE X GENERAL NOTES: 1) 1/2# REBAR WERE SET AT ALL LOT CORNERS EXCEPT WHERE NOTED, 2) ALL EASEMENTS ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3) RADII AT INTERSECTIONS ❑F STREET RIGHT OF WAY ARE 25,00' EXCEPT WHERE NOTED, 4) DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES, 5) ERROR OF CLOSURE EXCEEDS 1150,000, VICINITY MAP 0 U N P BATT E D STREETI-I GHT EASEMENT _ EACH SI_LIE C3F LN T LI NE\_ (TTYAP^''l A _74-47'_ ,. w i 4I "' rC, tP rn 4- l .) > > 4r3.7G' 7 \\ — �. 7 00 7 h N LTI J 6 �. CURVE DATA DELTA = 12'30'36" RADIUS = 845.26' ARC = 184.56 TAN = 95,65 CHrIRT) = 184. 19 z S86'26'35"E®.O S86'2 '35"E 127.31' 7391y `1 4v o LASF_MEP: ^ o `\S 41 ��; 2 Signature Name Clerk [DR THE MEHj,$URGER FIRM •-Ft,glveers-S,rveyon liar,! 0 Little Rock, AR 72201 0 REVISION BY I APVD NO. I DATE 25' BUILDINIl� LINE 92.05' 10' EASFM- N C `0 -Co 44 € I- I Q� U rr 4 W f 4r N4 CJ V 0 rnl --143_14' 5618' 4 I'tr o %- 58 42t `=3,, J0 5139°44'Sci"\N" 30. OI! - - - S877,58'1 7"Er CHE.RRYCIDE DRIVE 9623' 50 25 0 50 100 1' = 50' l��l 1l111111�I--yy''IIr� FF��11 — mEWoFY OCALE QLSJf �� QO G?©�IJLAAILSW�� BAR IS ONE INCH ON THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. , HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 MENNOMM IS THE PROPERTY OF THE MEHLBURGER FIRM IF NOT ONE INCH ON AND IS NOT TO BE USED IN ANY OTHER DESIGN THIS SHEET, ADJUST WITHOUT EXPRESS WRITTEN PERMISSION. SCALES ACCORDINGLY. THE MEHLBURGER FIRM CHERRY CREEK PHASE X WINROCK DEVELOPMENT CO. LITTLE ROCK, ARKANSAS S13.58' 36' W 51.83' CURVE DATA DELTA = 1 2° 30' 36' RADI US = 800, 26' ARC = 174, 73 TAN = 87, 71 CHORD = 174.38 10' RESTRICTED ACCESS EASEMENT RI GHT ❑E WAY -- DEDI CATI ❑N - THIS PLAT BOWMAN ROAD (30' R/W S01.36' 30' W 87.200 •W ifI' --_-.� 0 A2" REBAR FUND NW CORNER . T. 59, BLOCK .) Q-ANDPIPER WEST I C & ;.,�,NCSCAPE EASEMENT Tra C4 0 a•a�ly� � SHEET FINAL PLAT OF LOTS 42 & 43, BLOCK 41 DWG CHERRY CREEK ADDITION TO DATE 12/26/96 THE CITY OF LITTLE ROCK, ARKANSAS PROJ 295-271 € ' I 43 U rr U N: 0 , vii z X ZI m io Co 60 , .IN �� --143_14' 5618' 4 I'tr o %- 58 42t `=3,, J0 5139°44'Sci"\N" 30. OI! - - - S877,58'1 7"Er CHE.RRYCIDE DRIVE 9623' 50 25 0 50 100 1' = 50' l��l 1l111111�I--yy''IIr� FF��11 — mEWoFY OCALE QLSJf �� QO G?©�IJLAAILSW�� BAR IS ONE INCH ON THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. , HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 MENNOMM IS THE PROPERTY OF THE MEHLBURGER FIRM IF NOT ONE INCH ON AND IS NOT TO BE USED IN ANY OTHER DESIGN THIS SHEET, ADJUST WITHOUT EXPRESS WRITTEN PERMISSION. SCALES ACCORDINGLY. THE MEHLBURGER FIRM CHERRY CREEK PHASE X WINROCK DEVELOPMENT CO. LITTLE ROCK, ARKANSAS S13.58' 36' W 51.83' CURVE DATA DELTA = 1 2° 30' 36' RADI US = 800, 26' ARC = 174, 73 TAN = 87, 71 CHORD = 174.38 10' RESTRICTED ACCESS EASEMENT RI GHT ❑E WAY -- DEDI CATI ❑N - THIS PLAT BOWMAN ROAD (30' R/W S01.36' 30' W 87.200 •W ifI' --_-.� 0 A2" REBAR FUND NW CORNER . T. 59, BLOCK .) Q-ANDPIPER WEST I C & ;.,�,NCSCAPE EASEMENT Tra C4 0 a•a�ly� � SHEET FINAL PLAT OF LOTS 42 & 43, BLOCK 41 DWG CHERRY CREEK ADDITION TO DATE 12/26/96 THE CITY OF LITTLE ROCK, ARKANSAS PROJ 295-271