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HomeMy WebLinkAboutZ-6936-A Map 2s, r NW CORNER LOT 1 HILLSIDE VILLAGE S General Note: This survey does not imply to be a boundary survey of the parent tract. S88°05'23"E 345.05 626.58' TBOTTOM LDC CORNER E1.677.00' 281.53' BLDG CORNER EL.676.96' TOP OF WALL 676.96' TOP OF WALL 676.91' OF WALL 675.10' BOTTOM OF WALL 675.13' TWA ANT EL675.f6', TBY '.676.00' \\ \v\ EXISTING I EXISTING e o PENHOUSE' a �} b Lf. N91•I6'6&II' IC L vi +o+n. rarin'ee�s��� nvseae• 300.83 ANT X4874.98 ', � er ui • I EANT FOUND 1 /2" REBA CORNER EL.676.96' OF WALL 676.88' FOUND 1/2"REBAR EL675.03' 321.97 T -MOBILE LEASE LINE TABLE © SSrS8'84"E 28.00' ® S02'2f'26'W 21.00' ® N87'3B'34"W 28.00' I� NO2'21'28"E 21.00' I FOUND TBY #2 ELEV.675.07' 1/2"REBA. BLDG CORNER EL.677.01 / I TOP OF WALL 676.97' 4/- BOTTOM OF WALL 675.10' Lo O0 S°05'O " 68.M 50 R= 25.0 0' A=39.24' ,--R=72.00 A=32.99' R-78.00' A=42.80' 0 O 's CP S01045'23"W 23.91' FOUND RR SPIKE 346.73'--"1\S88°14'37"E FOUND 1/2"REBAR FOUND 1/2"REBAR 2°05'E S88005'23"�Fj j f()OThe' 6.50 S01054'37 " W CYD LFOUND 1/2"REBAR 68.50 declination values below are in degrees and minutes. Accuracy ° 4i Cy generally within one-half degree, but the presence of natural IL 0 artificial disturbances could cause differences of several degrees. �e -FOUND S88°05'23"E 1/2"REBAR 0 O 0 50 0 50' I_ 188 00 ' "SO 1054 '3 71 W SCALE 1 "= 50' N88°05 23" W 60.00 ' SITE PLAN LEGAL DESCRIPTION PARENT TRACT Lot 1 of Hillside Village, in the City of Little Rock, Pulaski County, Arkansas LEGAL DESCRIPTION LEASE AREA T -Mobile Lease Area Lot 1 of Hillside Village, Little Rock, Pulaski County, Arkansas being a 21.00' X 28.00' Lease Easement on the Roof of the Prospect Building (elevation 675.05') at 1501 N. University Avenue being more particularly described a follows: Commencing at the North West Corner of said Lot 1; thence North 88005'23" East, along the North line of said Lot 1, a distance of 345.05 feet; thence South 02021'26" West, leaving said North line a distance of 86.14 feet to the POINT OF BEGINNING; thence South 87038'34" East, a distance of 28.00 feet; thence South 02°21'26" West, a distance of 2 1. 00 feet; thence North 87038'34" West, a distance of 28.00 feet; thence North 0202 1'26" East, a distance of 21.00 feet to the POINT OF BEGINNING, containing 0.013 acres more or less. W E BLDG CORNER EL.676.96' TOP OF WALL 676.91 ' TBOTTOM OF WALL 675.13' 3"ROOF VENT TBM #1 ELEV. 675.00 ' EXISTING EQUIPMENT PLATFORM ANT EL.674.98' Existing Antenna ANT EL. 674, 99 ' 10"ROOF DRAIN 'W I EXISTING TRAY ROOF ROOF ELEV.675.03' 675.90 75.901 .98 EXIST TRAY EL.675.81J 1 10"ROOF DRAIN BLDG CORNER EL. 6 77.0 0 ' TOP OF WALL 676.96 ' BOTTOM OF WALL 675.10' EXIST TRAY EL.675.75'l 0 PENHO US E CONDUIT L0 LAT. N34'45'58.44" LONG. W.92020'22.45" ELEV. 689.8' 51.84 ' ANT EL. 675.16 3"ROOF VENT AC LINES 300.83 CID[ 35.38' _ ,I COOLING TOWER )OF 75.02' 675.02' 674.98' FIRST FLOOR FINISH FLOOR ELEV. 564.83' / / 10"ROOF-1 DRAIN i BLDG CORNER EL.676.96' TOP OF WALL 676.88' 20' 0 20 SCALE. 1"= 20' ENLARGED SITE PLAN PROJECT INFORMATION SITE NAME: PROSPECT BUILDING SITE NUMBER: AR -1090-B SITE ADDRESS: 1501 N. UNIVERSITY AVE. AC UNITS LO 35.19' rELITE DIS ® RHES f0"DRAIN ROOF EL.675.01 Existing Antenna ANT EL.675.03' 63 321.97 3"ROOF VENT Existing Antenna T -MOBILE LEASE LINE TABLE �1 S87038'34"E 28.00' © S02021'26"W 21.00' 03 N87038'34"W 28.00' �4 NO2021'26"E 21.00' 3"ROOF VENT 3"ROOFy FOUND VENT TBM #2 ELEV. 675.07' 112" REBAR BLDG CORNER EL. 677.01 ' TOP OF WALL 676.97' BOTTOM OF WALL 675.10 ' LEGEND VICINITY MAP S -- ��x - i- dvanaugh 01M I w PEI . �d LITTLE ROCK, ARKANSAS 72207 SET 1/2" REBAR • ,n OWNERS NAME: BIRCH -BROOK, INC. POWER POLE Q� LIGHT POLE ♦ SITE ;) a 3 1501 N. UNIVERSITY AVE. SIGN Q _ +,¢ ,:�, WATER VALVE .. , �0 LITTLE ROCK, AR. 72207 SANITARY SEWER MAN -HOLE --® 501-604-4001 TELEPHONE PEDESTAL FIRE HYDRANT -11 `- ' GAS METER TOWER CENTROID WATER METER C , �I N 34.786234 LATITUDE: LONGITUDE: W 92.339570 DROP INLET GRATE HANDICAP PARKING LATITUDE: N 34.45'58.4428" LONGITUDE: W 92'20'22.452" CONTROL POINTS � GROUND ELEVATION: 1ST FLOOR EL564.83' ROOF EL.675.05'AVERAGE CONCRETE-CONC.Pt N PARAPET PARAPET ELEVATION: 676.98' AVERAGE / PENHOUSE ROOF 689.8' GUY WIRE ANCHOR- NCHOR POINT OF BEGINNING-P.O.B. BASIS OF BEARINGS: ARKANSAS STATE PLAIN NORTH -X - ----- _ SURVEYOR'S CERTIFICATE NOTES.- OTES.LATITUDE LATITUDEAND LONGITUDE SHOWN HEREON ARE BASED ON NAD83 AND ELEVATIONS NavD 1988. I HEREBY CERTIFY TO: T -MOBILE BENCH MARX NORTH WEST CORNER OF BUILDING ON THE LOWER ROOF LEVEL, PAINTED ROCK. APPROXIMATELY 5.5'SOUTH OF NORTH FACE AND WEST FACE. DISTANCES ARE GIVEN IN FEET AND DECIMAL PARTS THEREOF TBM #1 ELEEVATION - 675.00' TBM #1 UNLESS OTHERWISE NOTED AND WERE TAKEN FROM THE PLAT SOUTH EAST CORNER OF BUILDING ON THE LOWER ROOF LEVEL, PAINTO AND DEEDS HEREIN NOTED. SURVEYED SEPTEMBER 2002. ROCK APPROXIMATELY 4.5'NORTH OF SOUTH FACE AND 14.2 WEST OF EAST FACE. THIS PLAT WAS PREPARED UNDER MY SUPERVISION AND IS TBM #2 ELEVATION - 675.07' CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. FLOOD- INFORMATION N/A C AEL JOHNSTON, ARKANSAS RPLS =� 1348 R EVISIONS 7 DRAWN BY: J.DUNN CHECKED BY: M.JOHNSTON DATE 10-29-02 PLOT SCALE DRAWING AME PROSPECTROOFTOP.M U