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Home My WebLink AboutZ-6060-A Map 1CANTRELL RD. (AR HWY. NO. 10) R/W VARIES ------ -, - -T--- \\ i J T-___ O N 890 08' 01" E 29.50' 0 ------------\ � FND. RN \ o 0 N 870 29' 19" E 86.26 NAIL W 0 r S 87F 48' 10" E $4 85' FND. ROW END. 1/2' -f- FNE). W Wg-- �MONUMEN'.. REBAR 1 Cr -0-Cr Q- - -O- O -O- MON T - 1 FOUND 'X' IN CONC. END. oiiumim 1 .i, N 89° 08' 01" E S 13° 52' 28" W 20.68' / 1 N 29° 1' 02" . ROW FND. 11r ASPHALT / UMENT REBAR / �' END. Row / S X8„97° 47' 30" 25.30' M LIMENT "' LOT A /j S T44' 1 LOT 3 rrQP DMONT SUBD. PIEDMONT OFFICE QUONSET HUT / PARK SUBDIVISION w BLDG I / 40' BUFFER N 860 1 24" E 4. SET 'X' IN CONIC. 1/2" REBAR W/CAP SET V PROPOS DLOTHI A -R PIEDMONT UBDIUISION C: � I nl l ' III II I PART OF LOT 1 Iii I ST. MICHAEL'S EPISCOPAL CHURCH ADDITION _ �II 5 1/2" REBAR W/CAP SET I I 10' ELECTRIC EASEMENT I I ----i _CD zI 11 I I LOT 13 PIEDMONT SUBD. 132.1 ' 0 7, 100' BUILDING LINE FOUND PK NAIL E 21.46' E ?0Q44' _ 12' SANITARY SEWER EASEMENT 30'WATER MAIN EASEMENT - INST. NO. 95-73499 30' RECIPROCAL ACCESS & UTILITY EASEMENT LOT 2 ST. MICHAEL'S EPISCOPAL CHURCH ADDITION ' N 24° 41. 48" E 16.99' cy a S SE9P 16?4, 1s° FOUND PK NAIL N 51° 47' 29" E 21.5' S 63° PROPOSED LOT 1-R ST. MICHAEL'S EPISCOPAL CHURCH / ADDITION N/ PART OF LOT i ST. MICHAEL'S EPISCOPAL CHURCH ADDITION /-12' SANITARY SEWER EASEMENT I SANITARY SEWER EASEMENT INST. NO. 80-01616 & INST. NO. 80-39055 III \ _S74' 18 9 � .It/ 427° 47' 20"E 12.63' S85° 343_511 165.87 J �INST.TNOY 0-39054SEMENT N 87° 44' 31" W 229.95' - - N _ _ LOT 14 --1 12 q77 PIEDMONT SUED. 10' 34" W 165.23' - - - 9 00 go N to tV AIR RF)EAa VALVE `Y6 LEGEND (EXISTING SYMBOLS) I 0 I O CONCRETE( � PIN- ASPHALT ASPHALTI I PARKINd - - - I PART�IOF THE NE1 J4 SEC. 0' rcJ 1 20, T -2-N, R-13 W^ �c�ItrnsI? � nl l ' III II I PART OF LOT 1 Iii I ST. MICHAEL'S EPISCOPAL CHURCH ADDITION _ �II 5 1/2" REBAR W/CAP SET I I 10' ELECTRIC EASEMENT I I ----i _CD zI 11 I I LOT 13 PIEDMONT SUBD. 132.1 ' 0 7, 100' BUILDING LINE FOUND PK NAIL E 21.46' E ?0Q44' _ 12' SANITARY SEWER EASEMENT 30'WATER MAIN EASEMENT - INST. NO. 95-73499 30' RECIPROCAL ACCESS & UTILITY EASEMENT LOT 2 ST. MICHAEL'S EPISCOPAL CHURCH ADDITION ' N 24° 41. 48" E 16.99' cy a S SE9P 16?4, 1s° FOUND PK NAIL N 51° 47' 29" E 21.5' S 63° PROPOSED LOT 1-R ST. MICHAEL'S EPISCOPAL CHURCH / ADDITION N/ PART OF LOT i ST. MICHAEL'S EPISCOPAL CHURCH ADDITION /-12' SANITARY SEWER EASEMENT I SANITARY SEWER EASEMENT INST. NO. 80-01616 & INST. NO. 80-39055 III \ _S74' 18 9 � .It/ 427° 47' 20"E 12.63' S85° 343_511 165.87 J �INST.TNOY 0-39054SEMENT N 87° 44' 31" W 229.95' - - N _ _ LOT 14 --1 12 q77 PIEDMONT SUED. 10' 34" W 165.23' - - - 9 00 go N to tV D4 WATER VALVE C& AIR RF)EAa VALVE `Y6 LEGEND (EXISTING SYMBOLS) PIE OEPARROR CEIMMMM O ° � PIN- SWIIER READ EIECaC PEDESTAL - E LIGHT POLE --_-------__ L� �J s Pam POLE circ 4' X TREE TO BE 11111M 1EIB40C PEDESTAL S TV PEDESTAL linin YFD)ATE oJorrim O MAAeLEE Ruu OORM SANITARY SEVER MEIMIT - SS GAS M TER SNUARV SLIER LDE Da Nva VALVE as IE G S M SEVEN Pec W r DOW Stn INTER LK SPECIFY SME It TYPE) D4 WATER VALVE C& AIR RF)EAa VALVE A PIE OEPARROR CEIMMMM O Ulm VIEW ® o SWIIER READ EIECaC PEDESTAL r-, I■I L OMITED KIST -J I , I ma MET L� �J TREE 4' X TREE TO BE 11111M U DI RIMUM mEPIISE uuERGHaMI EIww OVERHEAD EIECTWC uI)EINIRM1ELEAM Iv a Ee InEVEsa WEBB AM _. BABBEI'ILIE EVEa _. UGTV O H TV -- _. ... TEER WTIC RIGHT OF WAY GENERAL NOTES: 1. BASIS OF BEARINGS: AR STATE PLANE COORDINATES, NORTH ZONE -301, AS DETERMINED BY GPS OBSERVATION. 2. VERTICAL DATUM: NAVD 88, AS DETERMINED BY GPS OBSERVATION. 3. IMPROVEMENTS ON LOT 1 ST. MICHAEL'S EPISCOPAL CHURCH ADDITION NOT SHOWN. 4. PROPERTY MONUMENTS AS NOTED. SURVEYORS CERTIFICATE THE UNDERSIGNED, A PROFESSIONAL SURVEYOR, HEREBY CERTIFIES THAT: (A) THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL I� PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR 3 UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND WHOLLY CONTAINED WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED BY ME ON MARCH 20, 2017 AND THAT THERE ARE NO OVERLAPS OF OR GAPS FROM THE COMMON BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE PROPERTY, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON THE PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOWN HEREON AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED; (G) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRUE AND CORR CT. GREGOT. SULLIVAK AR PS #109'. DATE PROPERTY DESCRIPTION Lot 1 St. Michael's Episcopal Church Addition, Lot A, Piedmont Subdivision, and part of the NE 1/4 Section 20, Township 2 North, Range 13 West, Little Rock, Pulaski County, Arkansas, more particularly described as follows: BEGINNING at the Northeast comer of Lot 13, Piedmont Subdivision; thence North 88°08'47" West 191,68 feet; thence North 01°51'03" East 160.68 feet; thence North 26°22'22" East 121.86 feet; thence continuing North 26°22'22" East 78.13 feet; thence North 86°19'24" East 4.00 feet; thence North D1°23'47" East 136.15 feet to a point on the Southerly right-of-way line of Cantrell Road (AR State Hwy No. 10); thence along said right-of-way line, North 87°29'19" East 86,26 feet; thence continuing along said right-of-way line, South 87°48'10" East 84.85 feet; thence continuing along said right-of-way line, South 13°52'28" West 20.68 feet; thence continuing along said right-of-way line, South 87°47'30" East 25.30 feet; thence continuing along said right-of-way line, South 88°44'31" East 11.07 feet; thence continuing along said right-of-way line, North 29°11'02" East 21.46 feet; thence continuing along said right-of-way line, North 89°08'01" East 29.50 feet; thence `Louth 13°26'12" West 175.48 feet; thence along a curve to the left having a radius of 132.40 feet, an arc length of 92.86 feet, and a chord which bears South 33°46'39" East 90.97 feet; thence North 51°47'29" East 21.58 feet; thence along a curve to the left having a radius of 170.74 feet, an arc length of 44.20 feet, and a chord which bears South 58°45'16" East 44.08 feet; thence South 63°18'27" East 198.54 feet; thence South 02°00'53" West 288.48 feet; thence North 87°10'34" West 165.23 feet; thence North 87°44'31" West 229.95 feet; thence North 01°51'11" East 119.99 feet to the POINT OF BEGINNING, containing 5.475 acres, more or less. YLItl LEL 11111/VAV • • STATE OF ARK S� J riQjO 10 9IG ATU E �:'it - T. 1 LA1%� FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 05119CO316G PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015. 44me GRAPHIC SCALE IN FEET 30' 0 30' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS , -000 14'22,74692". DISTANCES ARE STATE PLANE GRID DISTANCES, COMBINED ADJUSTMENT FACTOR = 1.000029457. 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www craftontull.com CERTIFICATE OF AUTHORIZATION: " AUr'o' s CRAFTON, TULL & ASSOCIATES, INC. D No. 109 =y o= RRCAN5A5 CNV'N , SURVEY OF PROPOSED LOT A -R, PIEDMONT SUBDIVISION & LOT 1-R, ST. MICHAEL'S EPISCOPAL CHURCH ADDITION, LITTLE ROCK, PULASKI CO., ARKANSAS 12417 CANTRELL ROAD LITTLE ROCK, ARKANSAS Key Plan No. Description Data This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in pan, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. PROJECT NO: 17800900 ISSUE DATE: 03.20.17 CONTACT: G. SULLIVAN CHECKED BY: CJ 2017 Crafton, Tull & Associates, Inc.