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HomeMy WebLinkAboutS-1573 Map 3LEGEND Q, SURVEY CCNIROL MONTLMENT (TYPE AS N07ED) ELEVATION BENCHMARK OR LOCATION Of BUEOMc FLOOR ELEVATION CURB UK 61CSC - r cow STEP CURB ❑ STORM DRAIN CRATE 6'SSC - 6' STONE STEP CURB ® STORY WATER MANHOLE —OHE-- — —ONE— OVERHEAD ELECTRIC LINE © SANITARY SEWER MANHOLE — —E— — —E— — BURIED ELECTRIC U E CoSEWER CLEANOUT - SUE AS NOTED - — -G— — — — —0- — - GAS LINE Y LIGHT POLE _--W---------W----- WATER UNE I$ GROUND LIGHT (SPOT LIGHT) FENCE ------ o-----------------EO------- BURIED FIBER OPTIC LINE POWER POLE E GUY WE EPEDO ELECTRIC PEDESTAL SSMH# 1023 TPEDO TELEPHONE PEDESTAL RIM 250.57 8 TELEPHO E MANGLE SSMH# 1119 M GAS VALVE RIM 251.86 QGM GAS METER SSMH# 1120 A WATER VALVE RIM 251.45 ®WM WATER METER FIRE HYDRANT SSMH# 1121 RIM 251.46 PUMP FUEL PP SSMH# 1961 ® TEST MONITOR WELL RIM 251.97 ' CONFER TREE GRAPHIC SCALE 30 eO 12D (nNFEET ) 1 inch = 60 ft- SURVEYOR'S NOTES: HORIZONTAL COORDINATES FOR THIS PROJECT ARE ARKANSAS STATE PLANE COORDINATES, NORTH ZONE NAD 83, ELEVATIONS ARE NAVD 88, BASED ON A SECONDARY AIRPORT CONTROL STATION, A HORIZONTAL CONTROL DISK SET IN A CONCRETE RUNOFF CONTROL BARRIER, PID A13581, STAMPED: LIT A 1999, MONUMENTED IN 1999. CONTOUR INTERVAL = .5 FOOT. THIS IS A TOPOGRAPHIC SURVEY ONLY AND IN NO WAY SHOULD BE INTERPRETED AS A PROPERTY BOUNDARY SURVEY. ANY PROPERTY LINES SHOWN ARE FOR REFERENCE ONLY AND HAVE NOT BEEN VERIFIED. FIELD WORK FOR THIS SURVEY WAS COMPLETED FEBUARY, 2006. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND ABILTY. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. � •�� I / / -� Gray TOTAL AREA 93121 SQ. FT. BOREHOLE BOHOLE i` INCLUDING ® MANHOLE OTTER \\� �y� I ; BUILDING � AIRCRAFT TE DOWN 7 do NOTE: / PD. 1/2" REBARAGM 240 IF BUILDING LIES WITHIN A PARTICULAR FD. 1-1/2" �I r AREA THE SQUARE FOOTAGE OF THE ALUMINUM CAf , /- AERIAL DATA BUILDING IS INCLUDED IN THE OVERALL 15M SERVICE J/5 TOTAL SQUARE FOOTAGE OF THAT AREA. / 2%.72W I Z III i / J t7 / 25a5* I y ff �0 AL A EA FT.; TOTAL AREA i,..-, 125007 SQ. FT. _0T it P�� ✓ 2WOO d ••ccam� � FD. RXR RAIL I I ON ITS SIDE ~ BURIED IN i ASPHALT 1 I FD. 'I" REBAR/ (41 I FIT u-- -- + 250.4 . 3/4 10REBAR,�O_- dux ��x 12,060 GALLOIT- wi' FIRE GUARD / AV GAS TANK ssae BANDONED 251• +/ TOTAL AREA \\ \\\++ 'TALL X 2.3'WIDE / 25564 SQ. FT. IC BOX CULVERT TOTAL AREA OF BUILDING 20500 SQ. FT. / SSMH# 1120 CONCRETE \\ SSMH# 1119""tSSMH# 1121 ----------- _ =---= 3-w IASPHALT n2 FRAZIER PIKE TOTAL AREA F 40944 SQ. FT. ASPHALT BUILDING PAP.[a 72Y14 / -TOTAL AREA OF BUILDING 29688 SQ. FT. 66 GRASS ASPHALT & ASPHALT GRAVEL THIS AREA Overnite Transportati n ny TOTAL AREA 131616 SQ. FT. INCLUDING CONCRETE BUILDING 005 M TA ASPHALT BUILDING 0 TOTAL AREA CONCRETE OF BUILDING i ASPHALT 8945 SQ. FT _V & GRAVEL RAMP BANDONED ASPHALT FD. 1/2" REBAR Arkansas Mechanical Service, inc. FD. 1/2" REBAR • RFD. 3/8" REBAR x J Bayard Snowden III, Revocable Trust 1/2" REBAR-\ FD. 1/2" REBAR --------- EOM ____________ Eq PO FO EO - __ EO -- - - X X FRAZIER PIKE ASPHALT TOTAL AREA 11 4931 4" SAW CUT ASPHALT E. SIDE OF DITCH SQ. FT. x - -------� ---fXx x x�'Q-�- x .. RA .. ..... ui- .. .,-, 4,Z..-. •i+"Qp.,, .. .. -A_,,. - jl / FD. 1/2" REBAR I x Ad UNIT GRASS III M I IR II Al III E N B L IN OMPRESSE FUEL , II & C9 R II \ PUMP SPIGOT STAND o ® II K GRASS II n L a II 4 0 I II 4 C N CE SERVICE EMERGENCY ASPHALT TOTAL AREAJ o 0 TOTAL AREA CABLt RUNS THROUGH TIEDOWNS II HANGAR SHUT OFF c OMN OF BUILDING m DO OF BUILDING II 2MIaW 8853 SQ. FT. m m 7414 SQ. FT. cy5311 STEEL GABLE RUNS THROUGH TIEDOWNS —a PLATE TOTAL AREA II 258133 SQ. FT. " II z z Sky Trove OMNI INCLUDING / JL vL w TOTAL AREA JM20 BUILDINGS iPJ 59658 SQ. FT. TOTAL AREA %- 37188 SQ. FT. ( _ O o INCLUDING / BUILDING ASPHALT 23 ASPHALT ASPHALT % 50 M Op 16 FD. 40D NAIL ' I p ASPHALT Ln ----- ---- - - - - -- ---------------------- �i-- ------ - - -- - -- _ x5c _ ==0 BLUE REFLECTORS 4'X4" 1/2' TALL y % GREEN REFLECTORS 4"X4" X 1/2" TALL MH-4 1961 City Of Little Rock N Planning & Development w Site Plan Review N Supermarine Airport FBO Development Do Do DoSurvey LO M ASPHALT r I I 4 I I I 4N-31 p�rTi.TVF.D A MAY 2 9 Z001 Project Airport: Little Rock Regional Airport McClelland LEA05 AREA o MAP Architecture Consulting Project Name: SUP -LIT, FBO tectonic Construction Management Engineers SUPERMARINE Project Number: 20701 management group, inc General Contracting Incorporated OF LITTLE ROCK Date: May 29, 2007 6695 West 48th Avenue Wheat Ridge, CO 80033 303.403.1226 Little Rock, AR Fayetteville, AR BAT JDM BY 4�27/07 SHEET N0. 900 W. Markham 1810 N.Colle a SCALE JOB FIELD BOOK 9 1"=60LR05-5884 TDS/RTK 5884—S1 REMSED042707.DWG