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Home My WebLink AboutZ-7622 Map 4All VICINITY MAP NOT TO SCALE LOT 1 ONE SOURCE ADDITION PLAT BOOK D, PAGE 730 0 FOUND MONUMENT 0 SET 5/8" REBAR A CALCULATED CORNER hY 0 WATER METER M WATER VALVE LOT 1 ONE SOURCE ADDITION PLAT BOOK D, PAGE 730 0 FOUND MONUMENT 0 SET 5/8" REBAR A CALCULATED CORNER FIRE HYDRANT 0 WATER METER M WATER VALVE 0 GAS METER XY POWER POLE � GUY WIRE LIGHT POLE ID TELEPHONE PEDESTAL J SANITARY SEWER F= MANHOLE (M) MEASURED (R) RECORD III WATER LINE —wA— SANITARY SEWER —sS— — OVERHEAD ELECTRIC — OHE - uGT — UNDERGROUND TELEPHONE FOUND ",,1/2" REBAR - I FOUND NAIL FOUND _1/2* 1 NE CORNER LOT 1 ONE SOURCE ADD CITY OF LITTLE ROCK INST. NO. 93 14922 FOUND 1/2" REBAR `�A GAS RISER SER S 18'13'32" W cr 5. P. BB . ro C, 66 co GRAVEL /� . a i 0 W II JO ROCK WALL R CK S 00 CONC. WALL Och, BRICKl GRAVEL WALL O APPROXIMATE 100 YEAR FLOOD PLAIN ROCK WALL CONC. APPROXIMATE, FLOODWAY Hj APPROXIMATE 100 YEARR FLOOD PLAIN If i 1 SANITARY SEWER EASEMENT INST. NO. 93-17714 FOUND 00 C- - 00 AIL 4& *C4,)A, 4Rr01sotj;, C 'y D, sot 20' WATER LINE EASEMENT - / INST. NO. 89-18128 011) wq IVIV) LE ROCK MUNICIPAL WATER WORKS RIGHT-OF-WAY EASEMENT INST. NO. 95-69885 6' 7;> - 91 w ASPHALT 1 GOALB-BALL S 45!42'43 3187 1.78 (M) S 55'36'22" E MM (R) ALARM SENSOR X -TIES (TYP) GRAVEL 4T 'Note: Noncomforming use to R-2 Zone, see Chp. 36, Article III, Sec. 36-153 CITY OF LITTLE ROCK & 154 for description and limitations INST. NO. 88 53972" of use. z zi Y 0) 0)* FLOW LINE _y ROCK CREEK /ICIV 4) W. ♦ 0) APPROXIMATE 100 YEAR FLOOD PLAIN APPROXIMATE ----- -- FLOODWAY JI 25 BbiLOr 20 WATER LINE EASEMENT INST. NO. 89-18128 20' SANITARY SEWER EASEMENT / 76'03'32„`INST. NO. 89-33830 W wt 9i9.7g' �` l RIGHT-OF-WAY EASEMENT INST. NO. 89-33830 FOUND 1/2' REBAR WA ZONING R-2 Single -Family District Height: Maximum of 35 feet Setbacks: Front -25 feet Side -10 feet Rear -25 feet Property Description Part of the NVVY4, Section 6, T -1-N, R -13-W, Pulaski County, Arkansas being more particularly described as follows: Commencing at the NE Corner of Lot 1, One Source Addition as filed for record in Plat Book D, Page 730; thence S 59'54'17” E along the Southerly Right -of -Way line of Chenal Parkway, a distance of 270.46 feet; thence S 18'13'32" W along said Southerly Right -of -Way line, a distance of 5.92 feet to the POINT OF BEGINNING; thence S 65*27'21" E along said Southerly Right -of -Way line, a distance of 282.01 feet; thence S 51*25'21" E along said Southerly Right -of -Way line, a distance of 93.65 feet; thence S 45'42'43" E along said Southerly Right -of -Way line, a distance of 31.78 feet; thence S 20'09'00" W, a distance of 569.13 feet to the Northerly Right -of -Way line of Kanis Road (said point being 20 feet Northerly of the centerline of said Kanis Road); thence N 74*51'55" W along said Northerly Right -of -Way line, a distance of 196.43 feet; thence N 65*27'21" W along said Northerly Right -of -Way line, a distance of 200.00 feet; thence N 19*47'39" E, a distance of 635.20 feet to the POINT OF BEGINNING, containing 5.673 Acres (247,108 sq. ft.) more or less. CERTIFICATION This is to certify that this plot and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." Allen J. Young,-' Date Arkansas Registered Professional Land Surveyor No. 1441 Rights of way and Easements are shown hereon as per documents provided to the surveyor. Additional Rights of way and Easements recorded or not a part of the public record, may or may not exist that effect the subject property. The locations of utilities as shown hereon are based on aboveground structures and record documents. Locations of undergrcund utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures. The property shown hereon appearr to be in the designated 100 Year Flood Plain according to Flood Insurance Rate Map, City of, Little Rock, Pulaski County, Arkansas, Zone AE, Community Panel Number 050181O039 F. Map Revised: October 19, 2001. Bearings are based on PAGIS, G\ STE/y STATE OF % ARKANSAS % NO. 1441 o C)•• 0 ...... t L A, 40 20 0 40 80 GRAPHIC SCALE 1 40' 50) -01N -13W-0-29-400-60-1441 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 501-221-7880 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE J F= i z III LU cr) z an 4 0 UJ ZW FOUND ",,1/2" REBAR - I FOUND NAIL FOUND _1/2* 1 NE CORNER LOT 1 ONE SOURCE ADD CITY OF LITTLE ROCK INST. NO. 93 14922 FOUND 1/2" REBAR `�A GAS RISER SER S 18'13'32" W cr 5. P. BB . ro C, 66 co GRAVEL /� . a i 0 W II JO ROCK WALL R CK S 00 CONC. WALL Och, BRICKl GRAVEL WALL O APPROXIMATE 100 YEAR FLOOD PLAIN ROCK WALL CONC. APPROXIMATE, FLOODWAY Hj APPROXIMATE 100 YEARR FLOOD PLAIN If i 1 SANITARY SEWER EASEMENT INST. NO. 93-17714 FOUND 00 C- - 00 AIL 4& *C4,)A, 4Rr01sotj;, C 'y D, sot 20' WATER LINE EASEMENT - / INST. NO. 89-18128 011) wq IVIV) LE ROCK MUNICIPAL WATER WORKS RIGHT-OF-WAY EASEMENT INST. NO. 95-69885 6' 7;> - 91 w ASPHALT 1 GOALB-BALL S 45!42'43 3187 1.78 (M) S 55'36'22" E MM (R) ALARM SENSOR X -TIES (TYP) GRAVEL 4T 'Note: Noncomforming use to R-2 Zone, see Chp. 36, Article III, Sec. 36-153 CITY OF LITTLE ROCK & 154 for description and limitations INST. NO. 88 53972" of use. z zi Y 0) 0)* FLOW LINE _y ROCK CREEK /ICIV 4) W. ♦ 0) APPROXIMATE 100 YEAR FLOOD PLAIN APPROXIMATE ----- -- FLOODWAY JI 25 BbiLOr 20 WATER LINE EASEMENT INST. NO. 89-18128 20' SANITARY SEWER EASEMENT / 76'03'32„`INST. NO. 89-33830 W wt 9i9.7g' �` l RIGHT-OF-WAY EASEMENT INST. NO. 89-33830 FOUND 1/2' REBAR WA ZONING R-2 Single -Family District Height: Maximum of 35 feet Setbacks: Front -25 feet Side -10 feet Rear -25 feet Property Description Part of the NVVY4, Section 6, T -1-N, R -13-W, Pulaski County, Arkansas being more particularly described as follows: Commencing at the NE Corner of Lot 1, One Source Addition as filed for record in Plat Book D, Page 730; thence S 59'54'17” E along the Southerly Right -of -Way line of Chenal Parkway, a distance of 270.46 feet; thence S 18'13'32" W along said Southerly Right -of -Way line, a distance of 5.92 feet to the POINT OF BEGINNING; thence S 65*27'21" E along said Southerly Right -of -Way line, a distance of 282.01 feet; thence S 51*25'21" E along said Southerly Right -of -Way line, a distance of 93.65 feet; thence S 45'42'43" E along said Southerly Right -of -Way line, a distance of 31.78 feet; thence S 20'09'00" W, a distance of 569.13 feet to the Northerly Right -of -Way line of Kanis Road (said point being 20 feet Northerly of the centerline of said Kanis Road); thence N 74*51'55" W along said Northerly Right -of -Way line, a distance of 196.43 feet; thence N 65*27'21" W along said Northerly Right -of -Way line, a distance of 200.00 feet; thence N 19*47'39" E, a distance of 635.20 feet to the POINT OF BEGINNING, containing 5.673 Acres (247,108 sq. ft.) more or less. CERTIFICATION This is to certify that this plot and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." Allen J. Young,-' Date Arkansas Registered Professional Land Surveyor No. 1441 Rights of way and Easements are shown hereon as per documents provided to the surveyor. Additional Rights of way and Easements recorded or not a part of the public record, may or may not exist that effect the subject property. The locations of utilities as shown hereon are based on aboveground structures and record documents. Locations of undergrcund utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures. The property shown hereon appearr to be in the designated 100 Year Flood Plain according to Flood Insurance Rate Map, City of, Little Rock, Pulaski County, Arkansas, Zone AE, Community Panel Number 050181O039 F. Map Revised: October 19, 2001. Bearings are based on PAGIS, G\ STE/y STATE OF % ARKANSAS % NO. 1441 o C)•• 0 ...... t L A, 40 20 0 40 80 GRAPHIC SCALE 1 40' 50) -01N -13W-0-29-400-60-1441 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 501-221-7880 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 2003 1"=40" Y TAS BY AJY 11/21/03 03-169 J F= z z III LU cr) z an 4 0 UJ ZW LLI 4 le n 2003 1"=40" Y TAS BY AJY 11/21/03 03-169