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Home My WebLink AboutZ-6627 Map 2FD. 1/2' REBAR. 8" LONG FD. CUT X IN PAGIS COORDS: N 159,273.40' E 1,213,363.68' Z 551, 71' S89'05' 53"E 80.11' (801) N88-02'1 7- W 79.77'(8o') PAGIS COORDS: N 159,133.58' E 1,213,360.24' Z 562.49'- I -----—OHE_ I "PIPE RESIDE' -CE, 7 C' EF 11 -jr_ PROPER'LINE FRAME GARAGE 12.6' NORTH OF PROPERTY LINE LpT 6 GRAPHIC SCALE 20 40 ( IN FEET ) I inch = 20 ft. VICINITY MAP SCALE 1"=2000'± COPY OF 7.5 MIN. QUADRANGLE NORTH LITTLE ROCK 1988 PAGIS COORDS: W I I 26 P N 159,269.89' OCA 563.82' 22 BLOT 14 E 1,213.463.94' Z4CH �s 23 159,112.051' 1,213,613.160' LK Z I 159,266.950' FD. CUT X IN PAGIS COORDS: N 159,273.40' E 1,213,363.68' Z 551, 71' S89'05' 53"E 80.11' (801) N88-02'1 7- W 79.77'(8o') PAGIS COORDS: N 159,133.58' E 1,213,360.24' Z 562.49'- I -----—OHE_ I "PIPE RESIDE' -CE, 7 C' EF 11 -jr_ PROPER'LINE FRAME GARAGE 12.6' NORTH OF PROPERTY LINE LpT 6 GRAPHIC SCALE 20 40 ( IN FEET ) I inch = 20 ft. VICINITY MAP SCALE 1"=2000'± COPY OF 7.5 MIN. QUADRANGLE NORTH LITTLE ROCK 1988 PAGIS COORDS: NORTHING EASTING ELEVATION 15 N 159,269.89' 1,213,299.690' 563.82' 22 159,136.888' E 1,213.463.94' Z4CH 561.56' 23 159,112.051' 1,213,613.160' LK S88'00'14"E 159,266.950' 1,213,446.970' 555.69' SET 1/2-REBAR AS CORNER 150.17 159,216.788' 1,213,445.660' 557.83' S2532'52'W 1.39' (150') 1,213,335.340' FD. 1/2' REBAR FROM FD. 1' PIPE GAS VALVE .b, GM GAS METER A WA FM VALVE AREAS: STING LOTS 8 & 9 13,991 sq.ft. 0.321± acre H(9 0 FF�H I h....T CPROPOSEDNORTHERLY LOT A 5,303 sq.ft. 0.122± acre SIGN POST OR POLE SOUTHERLY LOT B 8,687 sq.ft. 0.199± acre .5018 CLUB RD. 2—ST BRICK OFFICE W U -)O b 0g 1p o r LST Z I �T I PAGIS COORDS: N 159,130.15' E 1,213,460.21' Z 561,58' - N87'53'39"W N87'47'42"WFD. 1/2" PINCH 7494'(75')EBAR FD1/2'RTOP PIPE T 74,93'(75') � I CLUB ROAD ASPHALT 55' RECORD R.O.W.(PER '74 BROOKS SURVEY) SSMH 1014 TOP 561.7' 6"CSC wM FD. 5/8'REBAR 1 ST, BRICK RETAILER MCE CONTROL POINT COORDINATES (PAGIS) FD. 1 1 /2" PIPE -1 2 s>� CP# NORTHING EASTING ELEVATION 15 159,083.727' 1,213,299.690' 563.82' 22 159,136.888' 1,213,463.190' 561.56' 23 159,112.051' 1,213,613.160' 553.37' 24 159,266.950' 1,213,446.970' 555.69' 25 159,216.788' 1,213,445.660' 557.83' 26 159,270.410' 1,213,335.340' 550.46' A SURVEY CONTROL MONUMENT ;TYPE AS NOTED) FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) Q SFT 1/2' K 24' REBAR (UNLESS OTHERWISE NOTED) STORM ORAN GRATE JD SANITARY SEWER MANHOLE -=-� DIRECnON OF DRAINAGE FLOW 'Y LIGHT POLE PLOWER POLE E CITY LINE EPEDO ELECTRIC PEDESTAL TPEEDD0 TELEPHONE PEDESTAL GY W GAS VALVE .b, GM GAS METER A WA FM VALVE WM WATER METER H(9 0 FF�H FIRE HYDRANT h....T TREE (TYPE AS NOTED) �- SIGN POST OR POLE (TYPE AS NOTED) LEGEND CURB LINE 2'CSCG - 2' CONIC STEP AIRS & CUTER 6'CSC - 6' CONIC STEP CURB 2'CRCG - 2'CONC. ROLL CURB & GUTTER —ONE— — —ONE- OVERHEAD ELECTRIC LINE K FENCE ._ _ _ _ _ _ _ _ _ _ STORM WATER UNE PROPERTY LINE - — — — — — — — — — - EASEMENT LINE --- - - — - - -- DITCH OR STREAM LINE EXISTING PROPERTY DESCRIPTION: LOTS 8 AND 9, BLOCK 27, NEWTON ADDITION, PULASKI HEIGHTS, ARKANSAS. NEWTON ADDITION IS RECORDED WITH THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE IN PLAT BOOK I. - SHEET NUMBER 80, AND IS DATED JUNE, 1908. SURVEYOR'S NOTES: HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS), AND WERE CARRIED TO THE SITE BY TRAVERSE FROM PAGIS POINT 2033 NEAR THE INTERSECTION OF CANTRELL ROAD AND N. TAYLOR STREET PPROXIMATELY 1/2 MILE SOUTHWEST OF THE PROPERTY, CONTOUR INTERVAL = 1 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED JANUARY 13 THRU 15, 1999. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON THIS DRAWING McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT I=BM_ -4n2-8998 AT LEAST 48 HOURS PI?IOP. TO .ANY EXCAVATION_ FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS: COMMUNITY PANEL NUMBER 050181 0007 E. DATED NOVEMBER 3. 1993. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. RECORD SURVEYS AND PLATS RELATING TO THIS PROPERTY: NEWTON ADDITION TO PULASKI HEIGHTS, ARKANSAS; FILED JUNE, 1908 IN PLAT BOOK 1, SHEET 80 BOUNDARY SURVEY BY BROOKS & CURRY INC, DATED FEBRUARY 14, 1974 DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR THE PROPERTY. THIS SURVEY IS FOR THE USE AND BENEFIT OF DR. STEVE MANGON, D.D.S.. PROPERT" OWNER OF RECORD: SOFA HOLDING COMPANY DICKSON FLAKE AGENT ZONING: THIS PROPERTY IS PRESENTLY ZONED C-3, WITH RECORD SETBACK DISTANCES OF 25' ON THE STREET FRONTS, 25' OF THE REAR, AND 15' ON THE SIDE. THESE RECORD SETBACKS ARE MODIFIED BY THE EXISTING LOCATIONS OF THE BUILDINGS. ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000. THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. DECLARATION: I HEREBY DECLARE THAT THE HEREON.. PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVI§()N, THAI AU- VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE ,CORNERS WERE FOUND' OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR ]HE PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE THE TITLE THERETO, WITHIN ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT THE ACCURACY OF SAID PLAT. /RICHARD WATSON DATE PROFESSI NAL LAND SURVEYOR ARKANSAS NUMBER 653.ST Y FOR THE USE AND BENEFIT OF: DR. STEVE MANGAN, DDS 2011 N. VAN BUREN LITTLE ROCK, AR 72207 STATE SURVEYOR'S CODE 500 -02N -12W-0-30-230-60-0653 Little Rock, AR 900 W. Markham McClelland LOTS A & B Consulting MANGAN REPLAT Engineers OF LOTS 8 & 9, BLOCK 27, Incorporated NEWTON ADDN. IN L.R., ARK. Fayetteville, AR 'off R WS Ou- 1810 N.College 0' " �7 DCS1—D BOOK lo'B No. FIELD LR99-5952 SDR33 \99-5952\5952—S1.DWG