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HomeMy WebLinkAboutZ-7154-A TOPO 111925Fnd r4 Fnd r4 Fnd Cr4 pls 1399 Fnd r4 Fnd r4 Fnd r4Fnd cr5 Fn d r 5 d i s t u r b e d Fn d r 5 Fnd Cr4 bond Fnd r5 Fnd pinched pipe Fnd R5 Fnd R5 Fnd cr4 EAST 1/2 BLOCK 157 0.91 ACRES 39,832.25 SQ FT WEST 1/2 BLOCK 157 0.90 ACRES 39,404.89 SQ FT WEST 1/2 BLOCK 132 0.93 ACRES 40,527.10 SQ FT WEST 1/2 BLOCK 158 0.91 ACRES 39,762.25 SQ FT N01°34'20"E - 288.04' (M)S87°36'35"E - 138.30' (M)S01°34'20"W - 288.04' (M)S87°36'35"E - 138.30' (M) N87°36'35"W - 137.70' (M)N01°34'20"E - 266.53' (M)N49°33'44"E - 31.64' (M) S87°36'35"E - 114.19' (M)S01°34'20"W - 288.04' (M)N02°40'33"E - 287.81' (M)S87°40'54"E - 138.00' (M)S01°34'20"W - 288.00' (M)N87°36'51"W - 143.55' (M) N87°53'52"W - 138.00' (M)N04°21'08"E - 144.45' (M)S85°20'30"E - 1.47' (M) N04°21'42"E - 47.85' (M)N04°21'42"E - 32.40' (M)N07°59'01"E - 15.48' (M)N07°58'44"E - 48.15' (M)S87°39'48"E - 135.45' (M)S04°56'40"W - 287.55' (M)10.71' LESS & EXCEPT TELEPHONE PULLBOX 1.15'XXXXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE O H E O H E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEW 41ST ST (40' R.O.W.) - UNDEVELOPED LESS & EXCEPT SIDEWALK LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 W 41ST ST (40' R.O.W.)LONGCOY ST (40' R.O.W.)W 42ND ST (40' R.O.W.) W 40TH ST (40' R.O.W.)JOHN BARROW ROAD10' ALLEY10' ALLEY10' ALLEYLOT 6 BLOCK 182 0.15 ACRES 6,620.92 SQ FT N01°34'20"E - 47.98' (M)N87°40'54"W - 138.00' (M)S01°34'21"W - 47.99' (M)S87°41'12"E - 138.00' (M)TATUM ST (40' R.O.W.)OHEOHEOHEOHESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W WWWWWWWWWW W W W W W W W WWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWRIM ELEV: 383.47' FL ELEV: 379.82' RIM ELEV: 391.86' FL ELEV: 385.02' RIM ELEV: 395.60' FL ELEV: 386.81' RIM ELEV: 381.39' FL ELEV: 372.14' RIM ELEV: 390.21' FL ELEV: 383.90'SSSSSSSSSSRIM ELEV: 381.74' FL ELEV: 374.09' RIM ELEV: 384.62' FL ELEV: 379.72' RIM ELEV: 386.06' FL NE ELEV: 379.06' FL S AND W ELEV: 377.06' RIM ELEV: 392.76' FL ELEV: 386.76'385385390 390 381 382 383 384386386387387 388 388389 389 391 391 38539039 0 390 384386387388389391391392392 3 9 0 3953 8 7 3 8 8 3 8 9 3913 9 2 39339439 6396 396380 385 390 378 379 381 382 383 384 386387388389391 392 392 392 385381381382383384386387388389 TELEPHONE PULLBOX OHE OHE GGGGGGGGGGPULASKI COUNTY, ARKANSASLITTLE ROCKDATE REVISIONS BOUNDARY AND TOPOGRAPHIC SURVEYY:\2025\2025705 SENIOR VILLAGE BARROW ROAD\2025705.dwg | PLOTTED BY: ZANE | PLOT DATE: 10/28/2025 8:53:26 AM | ©2022 ROBBINS PROFESSIONAL LAND SERVICES INCORPORATED1 of 1 SCALE PAGE PROJECT No. DATE CHECKED BY DRAWN BY ZR 8-26-25 2025705 1"=30' ZR SHEET -- LEGEND OF SYMBOLS & ABBREVIATIONS COMPUTED CORNER (NOT SET) FOUND MONUMENT (DESC. NOTED) SET 1/2" REBAR w/ CAP #1853 CR4 LITTLE ROCK, AR CONCRETE ASPHALT L.A. R/W (D) (M) W E S N CAPPED 1/2" REBAR LANDSCAPED AREA RIGHT-OF-WAY PER DEED AS MEASURED WEST EAST SOUTH NORTH VICINITY MAP (NTS) CONC.CONCRETE SET COTTON-PICKER SPINDLE P.O.B. P.O.C. POINT OF BEGINNING POINT OF COMMENCEMENT CMP CORRUGATED METAL PIPE 00 30'60'15' SCALE: 1" = 30' ESMT EASEMENT SUBD SUBDIVISION RCP REINFORCED CONCRETE PIPE A#CORRESPONDS TO DRAWING NOTE HDPE HIGH DENSITY POLYETHYLENE JOHN BARROW ROADSITE LOCATION FDC FIRE DEPARTMENT CONNECTION ROBBINS PROFESSIONAL LAND SERVICESINCORPORATEDP.O. BOX 939 | BRYANT, ARKANSAS 72089OFFICE: 501.425.6380 | EMAIL: ZANEROBBINS3@GMAIL.COM | | SURVEYING GISCONSTRUCTION STAKING#4151 LAND SERVICES PROFESSIONAL ROBBINS AR KANSAS - S U R V EYORCERTIFICA T E OF AUTHORIZ A TI ONPROFESS I O NAL LA N D SURVEYORZA NE RO B B INSSIGNATURE NO. 1853 STATE OFARKANSAS D EREGISTER 08/26/2025 CPS COTTON PICKER SPINDLE STORM DRAIN MANHOLE SEWER CLEANOUT P5 5/8" PIPE R5 R4 1/2" REBAR 5/8" REBAR PK SURVEY NAIL UTILITY NOTES UTILITIES SHOWN ON THIS SURVEY ARE NOTED BY VISIBLE OBSERVATION ONLY. LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS SURVEY MUST BE CONSIDERED TO BE APPROXIMATE AS NO EXCAVATION HAS TAKEN PLACE AS OF THIS DATE TO DETERMINE THEIR EXACT LOCATION. OTHER UTILITIES, TO WHICH THE EXISTENCE AND LOCATION ARE UNKNOWN, MAY BE LOCATED ON OR NEAR THE SUBJECT PROPERTY. U1. CERTIFICATION I HEREBY CERTIFY THAT THE ABOVE PLAT REPRESENTS A SURVEY MADE BY ME OR UNDER MY SUPERVISION ON THIS DAY AND THAT ALL CORNERS ARE SET AS SHOWN. NO INDEPENDENT SEARCH FOR EASEMENTS, COVENANTS, ENCUMBRANCES, OR ANY OTHER FACTS WHICH AN ACCURATE TITLE SEARCH MAY DISCLOSE WAS PERFORMED. ______________________________________ ZANE ROBBINS, AR PLS #1853 GENERAL NOTES 1. BASIS OF BEARING FOR THIS SURVEY IS ARKANSAS STATE PLANE GRID NORTH. DISTANCES SHOWN ARE GROUND DISTANCES. 2.REFERENCES: A. WARRANTY DEED AS INSTRUMENT NO. 2008028040. B. WARRANTY DEED AS INSTRUMENT NO. 2001054566. C. WARRANTY DEED AS INSTRUMENT NO. 2001054565. D. WARRANTY DEED AS INSTRUMENT NO. 2001087548. E. REDEMPTION DEED AS INSTRUMENT NO. 2001056719. FOR THE USE & BENEFIT OF AGAPE COMMUNITY CHURCH PROPERTY ADDRESS JOHN BARROW RD LITTLE ROCK, AR 72204 CURRENT OWNER OF RECORD AGAPE COMMUNITY TEMPLE OF SERVANTS 4119 JOHN BARROW RD LITTLE ROCK, AR 72204 LAND DESCRIPTION AS SURVEYED: WEST 1 2 BLOCK 158, LOTS 6-12 OF BLOCK 132 & BLOCK 157, JOHN BARROW ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS LESS AND EXCEPT THAT GIVEN TO THE CITY OF LITTLE ROCK FOR JOHN BARROW RIGHT OF WAY. OHE LIGHT POLE OVERHEAD ELECTRIC LINES GUY WIRE SIGNS FIRE HYDRANT WATER VALVE SEWER MANHOLE TELEPHONE PEDESTAL POWER/UTILITY POLE T SS SANITARY SEWER LINE W WATER LINE STORM SEWER PIPE ROADWAY CENTERLINE UTILITY EASEMENT X X FENCE STEEL GUARD RAIL S F.O.UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONEUGT G UNDERGROUND GAS BUILDING SETBACK LINE R/W ROADWAY RIGHT-OF-WAY W GAS METER WATER METER G SURFACE CONTOUR LINE & ELEVATION[100] TELEPHONE MANHOLE ELECTRIC BOX PB TELEPHONE PULLBOX MB MAIL BOX AI AREA INLET PM PARKING METER WEST 1/2 BLOCK 158, WEST 1/2 BLOCK 132 & BLOCK 157JOHN BARROW'S ADDITION