Laserfiche WebLink
<br />UL TIMA TE R.P.Z. <br />500'X1000'X650' <br />20: 1 VISUAL APPROACH <br /> <br />~ \ \ ~ << {I r..r~ - <br />\I~ h' · II I I <br />l I iltI : ~ . <br />\\ I ~1. -11- ri II II ~; <br />'\ I - II. <br />\\ \ \ J [ -II - II II I, <br /> '\ J0( I <br />- P <br /> ~III III) <br /> ~III. ~ <br /> JI~l . I . <br /> II . . <br /> ACQUIRE <br /> AVlGATION <br /> EASEMENT <br /> <br /> <br /> <br />EXISTING R.P.Z. <br />500'X1000'X650' <br />20: 1 VISUAL APPROACH <br /> <br />PROPOSED <br />FARRINGTON BLVD. <br />EXTENSION <br /> <br />/ <br /> <br /> <br />~ <br /> <br />...J <br />CD <br /> <br />Z <br />o <br />..... <br />c <br />z <br /> <br />a:: <br />a:: <br /><( <br />u.. <br /> <br />EXISTING R.P .Z. <br />250'X1000'X450' <br />20: 1 VISUAL APPROACH <br /> <br />FUTURE <br /> <br />..... <br />z <br />w <br />~ <br />w <br />V) <br /><( <br />w <br />w <br />Z <br />:J <br />w <br />0.... <br />0.... <br /> <br />RELOCATE <br />EXISTING NDS <br /> <br />I <br />I <br /> <br />~ <br /> <br />I <br />I <br /> <br />SOURCE: <br />USAFET AC Air Wee ther Service <br />Asheville. N. C. <br />DATA STATION: <br />El11naton A1rforce Base <br />Tex.s <br />OBSERVATIONS: <br />87,822 ObservaUona <br />Dec. 88 - Jut 70: Aua. 72 - Nov. 80 <br /> <br />MACNETIC VARIANCE = ~9' EAST <br />RATE 01' CHANCE -= 6.1' 1fEST (1990) <br /> <br />Runway 05-23 <br />RuntuQ.1l 12-30 <br />Combined C01JflrtI(J8 <br /> <br />WIND COVERAGE <br /> <br />12 MPH 15 MPH <br />93.4X 98.7% <br />94.9X 99,2% <br />99.7% 99.9% <br /> <br />ACQUIRE <br />AVIGATION <br />EASEMENT <br /> <br />------ -:J <br />n ": <br />I I <br />~n <br /> <br />-l ~ <br />~,n!. <br />/ i I <br /> <br />EXISTING R.P. Z. <br />2S0'X1000'X450' <br />20: 1 VlSU AL APPROACH <br /> <br />UL TlMA TE R.P.Z. <br />SOO'X1000'X650' <br />20: 1 VISUAL APPROACH <br /> <br />SPENCER <br /> <br />'", <br />~ <br /> <br />RUNWAY CATECORY <br />AIRPORT REFERENCE CODE <br />RUNWAY DIMENSIONS <br />RUNWAY BEARING <br />RUNWAY INSTRUMENTATION <br />RUNWAY SAFETY AREA <br />RUNWAY OBJECT FREE AREA <br />RUNWAY OBSTACLE FREE ZONE <br />RUNWAY APPROACH SURFACES <br />RUNWAY LlGHTINC <br />RUNWA Y MARKING <br />EFFECTIVE RUNWAY GRADIENT (in % <br />PAVEMENT MATERIAL <br />PAVEMENT STRENGTH (in thotLSO,nd, lbs. <br />TAXIWAY LIGHTING <br />TAXIWAY MARKING <br />NAVICATIONAL AIDS <br /> <br />EXISTING <br /> <br />UTILITY <br />II/B <br />3,SOO'X7S' <br />NSZI6'1'rW <br />NON-PRECISION <br />4, 100'XIS0' <br />4,700'XSOO' <br />3,900'X400' <br />20:1/20:1 <br />M/RL <br />NON-PRECISION <br />0.029 <br />ASPHALT <br />23,000(S <br />MITL <br />CENTERLINE <br />NDB <br /> <br />UL nMA TE <br /> <br />UTILITY <br />II/B <br />4,300'X7S' <br />N5Z16'1'rW <br />NON-PRECISION <br />4,900'X150' <br />S,SOO'X500' <br />4,700X400' <br />20:1/20:1 <br />M/RL <br />NON-PRECISION <br />0.023 <br />ASPHALT <br />30,000(S) <br />Jl/TL <br />CENTERLINE <br />NDB <br />LOCAUZER <br />(RWY 30) <br />REILS <br />PAP/-4 <br /> <br />EXISTING <br /> <br />UTILITY <br />II B <br />3,000'X7S' <br />NSZS4'49' E <br />NONE <br />3,600'XIS0' <br />4,200'XSOO' <br />4,600'X2S0' <br />20:1 20:1 <br />MIRL <br />VISUAL <br />0.000 <br />ASPHALT <br />25,000(S <br />M/TL <br />CENTERUNE <br />NONE <br /> <br />UL TIMA TE <br /> <br />UTILITY <br />II/B <br />3,000'X7S' <br />NSZS4'49' E <br />NONE <br />3,600'XIS0' <br />4,200'XSOO' <br />4,600X2S0' <br />20: 1/20: 1 <br />MIRL <br />NON-PRECISION <br />0.000 <br />ASPHALT <br />2S,000(S <br />MITL <br />CENTERLINE <br />PAPI-4 <br /> <br /> <br /> <br />GENERAL NOTE~ <br /> <br />RUNWAY DATA <br /> <br />RUNW A Y 12-30 <br /> <br />RUNW A Y 5-23 <br /> <br />LA PORTE <br />[Rl <br />LAPORTE <br />..UNIClP At <br />AIRPORT <br /> <br />1.. Depiction of featul <br />protection zones ( <br /> <br />2. Detafls concerning <br /> <br />3. Recommended lane <br />LAND USE PLAN. <br /> <br />4. Ob ]ect Free Area 1 <br /> <br />5. The Buflding Restr <br /> <br />o <br />I <br /> <br />20,000 40,000 <br />I I I <br />SCALE IN FEET <br /> <br />+ <br /> <br />SUBlll'M'ED BY: ON THE DATE OF: <br />.lIDmaiI ~'I_"I.. <br />FOR APPROVAL BY. <br /> <br />CITY OF LA PORTE <br />LA PORTE, TEXAS <br /> <br />APPROVED BY: <br /> <br />ON THE DATE OF: <br /> <br />VICINITY MAP <br /> <br />NORTH <br />I <br /> <br />No. <br /> <br />1 Pavement strengths are erpressed in single (S). dual (D). dual tandem (DT). and/or double dual tandem (DDT), wheel loading capacities. <br /> <br />STEPHEN I.. GILI..E'M' <br />DIRECTOR PUBUC WORKS <br /> <br />~ PREPARA nON OF T <br />FEDERAl. A..,A TlON AOt.fIf\ <br />ACT OF 1182. AS AMENC <br />FAA. ACCEPTANCE OF ,.. <br />PART OF nt( UNllED St <br />THE PROPOSED DEVELOPI <br />