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HomeMy WebLinkAboutZ-5038-C Map 2TIE TO IDENTIFIABLE POINT ON QUAD MAP INTERSECTION OF BELLA ROSA 8 HIGHWAY 010. B FOUND lit" REBAR N 77032'54"W 4.62' �s Co Co w in 13 - to to N 0 ZI 06 NE 'All d ASPHALT SEWER 2 4c00 3 T 33' 15"W C N 01"52'16"E S 88033'15"E 189.04' IASPHALT FOUND lit" REBAR FOUND 1/2" REBAR S 88°33'15E 20.00' s ss FOUND 1/2" REBAR I \ 2 NI `'c,o ID 9). ss. 5 2 '0 COS FOUND 1:12" REBAR 20 0 20 40 60 GRAPHIC SCALE - FEET 5 S 88034'48"E 109.98' 5 6 ND lit" REBAR W 0 /W �J ASPHALT CONCRETE POD FOR TRASH DWPSTERS S g 1 D 1 1 23„W 58,71 FOUND '2" REBAR LEGAL DESCRIPTION OF SITE A part of Lot M4, Seven Acres Business Park, an addition to the City of Little Rock, Pulaski County, Arkansas, as filed in Plat Book E, Page 0635, and being more particularly described as follows: Commencing at a found 112" rebar at the Southwest Corner of said Lot 04: FOUND 112" REBAR CERT I F I CAT I ON O\ h I hereby certify that I have on this date surveyed the property described hereon in accordance with monuments found, and that this plat conforms to that survey. NOTE: & = SET 5 8" REBAR 8 CAP ®= SET PK NAIL Date: January 31, 1997 "i Randy S. Crosland, PLS 01026 Randy S. Crosland Surveyors, Inc. 8013 Marche Lateral Road North Little Rock, Arkansas 721 18 Phone: (501) 354-0354 Fax: (501) 851-0357 D 2 i✓ -ri -/A/ < -C/37-6 LEGAL DESCRIPTION OF EASEMENT A 12 foot wide access easement, being a part of Lot M4, Seven Acres Business Park, on addition to the City of Little Rock, Pulaski County, Arkansas, as filed in Plat Book E, Page 0635, and being more particularly described as follows: Commencing at a found 112" rebar at the Southwest Corner of said Lot 44: THENCE North 01 THENCE North 01 degrees 26 minutes 45 seconds East for a FOUND 1 2" REBAR distance of 40.00 feet along the Easterly Right of Way line of degrees 33 minutes 15 seconds East for a Seven Acres Drive to a set 112" rebar 8 cap' line to a set 112" rebar 8 cap; THENCE South 88 degrees 33 minutes 15 seconds East for a line to a set distance of 20.00 feet along said Easterly Right of Way line to a degrees II minutes 03 seconds East for a set 1/2" rebar 8 cap' line to a seg P. K. nail: THENCE along a curve THENCE North 01 degrees 26 minutes 45 seconds East for a minutes 40 seconds East for a distance of 30.32 feet along said Easterly Right of Way line to a THENCE South 32 degrees 55 minutes 25 seconds set P. K. nail' distance of 6.03 feet to a set P. K. nail; THENCE North 57 degrees 04 minutes 35 seconds THENCE North 85 degrees II minutes 03 seconds East for a degrees 55 minutes 25 seconds distance of 0.13 feet leaving said Easterly Right of Way line to a THENCE along a curve set P. K. nail; feet and an arc length of 35.86 feet, being subtended by a chord of North 63 degrees 34 minutes 32 seconds West for a distance of 34.32 feet to a set P. THENCE along a curve to the right having a radius of 23.18 THENCE South 01 degrees 26 minutes 45 seconds feet and an arc length of 24.07 feet, being subtended by a chord line to the of South 64 degrees 53 minutes 40 seconds East for a distance of Together with and 23.01 feet to a set P. K. nail: restrictions of record. THENCE South 32 degrees 55 minutes 25 seconds East for a distance of 6.03 feet to a set P. K. nail at the Point of Beginning: = THENCE South 32 degrees 55 minutes 25 seconds East for a o distance of 19.00 feet to a set 5/8" rebar 8 cap: THENCE North 57 degrees 04 minutes 35 seconds East for a distance of 20.00 feet to a set P. K. nail; THENCE South 32 degrees 55 minutes 25 seconds East for a r distance of 10.00 feet to a set 5/,8" rebar 8 cap: 0 THENCE North 57 degrees 04 minutes 35 seconds East for a CID distance of 12.00 feet to a set 518" rebar 8 cap: THENCE North 32 degrees 55 minutes 25 seconds West for a (D distance of 10.00 feet to a set P. K. nail: U) THENCE North 57 degrees 04 minutes 35 seconds East for a distance of 8.00 feet to a set 518" rebar 8 cap: THENCE North 32 degrees 55 minutes 25 seconds West for a distance of 19.00 feet to a set P. K. nail: THENCE South 57 degrees 04 minutes 35 seconds West for a distance of 40.00 feet to the Point of Beginning. Together with and subject to covenants, easements, and restrictions of record. Said property contains 0.02 acres more or less. FOUND 112" REBAR CERT I F I CAT I ON O\ h I hereby certify that I have on this date surveyed the property described hereon in accordance with monuments found, and that this plat conforms to that survey. NOTE: & = SET 5 8" REBAR 8 CAP ®= SET PK NAIL Date: January 31, 1997 "i Randy S. Crosland, PLS 01026 Randy S. Crosland Surveyors, Inc. 8013 Marche Lateral Road North Little Rock, Arkansas 721 18 Phone: (501) 354-0354 Fax: (501) 851-0357 D 2 i✓ -ri -/A/ < -C/37-6 LEGAL DESCRIPTION OF EASEMENT A 12 foot wide access easement, being a part of Lot M4, Seven Acres Business Park, on addition to the City of Little Rock, Pulaski County, Arkansas, as filed in Plat Book E, Page 0635, and being more particularly described as follows: Commencing at a found 112" rebar at the Southwest Corner of said Lot 44: THENCE North 01 degrees 26 minutes 45 seconds East for a distance of 40.00 feet along the Easterly Right of Way line of Seven Acres Drive to a set 1/2" rebar 8 cap; THENCE South 88 degrees 33 minutes 15 seconds East for a distance of 20.00 feet along said Easterly Right of Way line to a set 112" rebar 8 cap; THENCE North 01 degrees 26 minutes 45 seconds East for a distance of 30.32 feet along said Easterly Right of Way line to a set P. K. nail at the Point of Beginning; THENCE North 85 degrees II minutes 03 seconds East for a distance of 0.13 feet leaving said Easterly Right of Way line to a seg P. K. nail: THENCE along a curve to the right having a radius of 23.18 feet and an arc length of 24.07 feet, being subtended by a chord of South 64 degrees 53 minutes 40 seconds East for a distance of 23.01 feet to a set P. K. nail; THENCE South 32 degrees 55 minutes 25 seconds East for a distance of 6.03 feet to a set P. K. nail; THENCE North 57 degrees 04 minutes 35 seconds East for a distance of 12.00 feet to a set P. K. nail; THENCE North 32 degrees 55 minutes 25 seconds West for a distance of 6.03 feet to a set P. K. nail: THENCE along a curve to the left having a radius of 35.18 feet and an arc length of 35.86 feet, being subtended by a chord of North 63 degrees 34 minutes 32 seconds West for a distance of 34.32 feet to a set P. K. nail on the Easterly Right of Way line of Seven Acres Drive: THENCE South 01 degrees 26 minutes 45 seconds West for a distance of 12.05 feet along said Easterly Right of Way line to the Point of Beginning. Together with and subject to covenants, easements, and restrictions of record. Said property contains 0.01 acres more or less. POSITION OF B- 1: LATITUDE = 34048'04,35" LONGITUDE = 92°26'51.86" NAD 83 ELEVATION = 280.07' (GROUND ELEVATION) NGVD 29 BASIS OF BEARINGS: GEODETIC NORTH FROM B-1. THIS SURVEY IS FOR THE USE AND BENEFIT OF: ALLTEL MOBILE COMMUNICATIONS, INC. JOB 09701001 NOTE: THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE WORK MAPS FOR THE LITTLE ROCK FLOOD INSURANCE RESTUDY MAP 04. MINIMUM FLOOR ELEVATION IS 281.00' PER ORIGINAL SEVEN ACRES BUSINESS PARK SUBDIVISION PLAT BY WHITE-DATERS 8 ASSOCIATES, INC. DATED: 5-28-96. RW NOTE: THIS DRAWING IS NOT TO BE USED FOR TOWER LOCATION. INFORMATION SHOWN HEREIN IS FOR GEOTECHNICAL BORING LOCATIONS ONLY. FOR ACTUAL TOWER LOCATION SEE SHEET 2. MAS LkTOR ONE ALLIED DRIVE Little Rock, Arkansas 72202 Office: (501) 661-8500 Fax: (501) 661-8556 c aodEc r: MULCH LOO CIP 029 QQMIMSM f;�OOMOOPOO�� DDI�Q�1/� �S%: CROSLAND SURVEYORS, INC. � �-/' ` �bC�C�CStSD QS7: �(�� lam. rM�Opa ©f�®C�� lam, DA14�: 1 - 31 -97 G�OL.[�IG^�1C� 97003C3.DWG ®I�: