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HomeMy WebLinkAbout13-1-51.3RUNWAY 4--' STA. 15+21.63, SR. Begin Yellow Taxiway Stripe See Detail on Sheet 7 /7 / Runw 0- 5fa. 20,150 0+00 T'CXiWAy 20 2/ i 22 2.3 L 24 2S L T =/+ unW,7y g 5 fa. 2/f50, / ORt- TO BE REMOVED 2/ /_3�� (See Sht. 8 ) PC. /00' RW RW 5 2 +38.a4 62 2 2 2/.LI B' 2. ?'•oO ?/•05 2/�/3 2/,_/4 _\./r , 00- - --- - ?0.9 / - 20.9 9 PL ICE s• / �c -R/ -z 27*4e RW P.T. /00'R. ROTA 20.. -F& f 76. OO 2 7,, 46 TO BE REMOVED o r- (See Shf. B ) :.0 2 . TO BE REMOVED 2o•e s oR= 25'0 1 R= 50' p. 2' (See Sht B) o 4=/35 �O' 00" p= 90'00'00" �r T=(0O.3T FAA CABLES T= 50, See NO / / Ote `�R9 L = 58.90 L= 7B.54 �C. 20' s� (APPROX. LOCATICN) L C = 4G. /9' LC - 70.7/ 20.69 20.9 2�:� 20. <..Q�. �._ I + 20.1 ?1 (T YP/C A L) + + , a + �+ + + 2 t + 2o.v zo.3 / 2o.IJ tr /9.9 / I R= /00' i < � I .eo \ i A = 45' 00' 00 " � -20 T - 4 / . 42' i9. LC = 76. 54' 2 o.a9 20.5 20.2 /9.5 20.3 /9 /9.411 IBOX -/METAL LID �_ /20, 2II + 0.5 /+ 20.2 l /9. ¢ /+ /e.e /t /9. + + ..�=.45°00' 00= /9.8 + RC z0't R. T. SO:L _ \ 'B 4 3+Bs.7/ L = 04.25 / - of 70.00 +� �- - --tom ---So ' + LC= 9I.84 GU -- -- sD - 20.35 20.4 20.2 /9.8 20.4 l C. Zo'R ?o-, e. P0.1 /9.6 /9.3 /9.5 /9.(0 /9.5 /9.4- + + t + + t + + + + RC. + 1 r r r r ?0.4 / 20./ / /9.9 / /9.4 / /9.� /9.6 3+88.7 RAVEMEN T SECT/O N P. C. 20' /_ a. r. 20'�. /9 5 4f-88•// (SCE Access Toxiwoy De fail) f 4.4/ 20.0 �- JU C /ON BO 2+ 20.76 20.49 20.29 20. re 2/•29 2/.43 20.96 \PO.o2 R= 48. G9' '6 = 45' 00' 00" / T=20./7' L = 3&.25' LC= 37.27' NOTE : Wk4_FRE EX/5TING FAA CABLE /5 7-D PASS UNDER NEW PAVING, CONTRACTOR /S TO /°'ROV /DE SPLIT CONDUIT COVER AND CONCRETE ENCASEMENT PER DETAIL ON 514EET 9 . 25 20 15 o, _ CENTE Po -/?I Junction o 9.80 W/NO SOCK PAF- S P. /9.59 T. i % 9.72 0 PAVEMENT SECTI N (See Taxiway NI" Detaii) /9.9 /r -/4W 9 sTA. 2 /-G 0, 31C,9T. it /9.4 /+ /9. a /+ A__9 /t 2-9 6 //9. 3/t + /9.30 ^' RELOCATE WIND SOCK A\ (see Sheet NO. 8) .NEW LOCATION 1 +00 2 +00 3 + 00 4+00 J (k k O 4r, ZI Q N W b� 11 Z Z_X/6 T'//V G O RO U D A T St_ PROP0,9� TAX / WAY h N 0 M 5+00 ,S = 0.000 6+00 /9-m6 Ia. 406F/9.5f� /0.69 7 /9.80 IS. 7S +\ //9.34 /, - pGUGGED /3.7G N SCALE: Horiz. I" = 501 Vert. 1" = 51 CONTOUR INTERVAL: II ` 28 29 L 30 3 / _ R41NWAY 0 i2 20.4/ 1°• 9 so.,94 RW 57-A A=•R. 28 f /6'.00 -� .rEX/57-. /2" OPEN JO/N_T PEA. -TO BE REMOVED x _j " 2 . /0 i (See Sht 6 ) E & .A, //�C p C.o sue` ( (For "F" Line Profile See Sht. 4) i J / .ea + + 4-,? 4 0' +' ENGI 1 coN� s� V /9.G6 / /9. o - 0" 7Q. 00_ y I I 7e t I 6 + 94.41 5 ee No fe 73 /9.6T /9.79 19.74 40, /8'Approx. /9.7 /9.73 /9.5/ /8•G 12 /9.90 /9.90 19.82 \�/9.9G /9.9/ Jam• /9.87 20.04 PCR EXISTIINS TEE HANGAR LEGEND: 8f24.4/ "M-N" =ofoo TAX/WAY ® EXISTING STORM DRAIN CATCH BASIN = 27 f 449 F7W zt, 3/0'R7' . 0 - CABLE 2X2 GPR#19, 2'x2 CONC. PAD © - WHITE RUNWAY LIGHT O - BLUE TAXIWAY LIGHT p - EXISTING CONC. MON. W/BRASS CAP --SD- STORM SEWER -FAA CABLES 7+00 8+00 9+ 00 10 + 00 1 1+00 -PROPOSED F/N/SH GRADE I + n IN S= 0.000 Mole] 13� /a% 6 / AS BUILT DRAWING As built information is from field reports, owners and contractors records, etc. SEA does not accept liability for accuracy of information generated by others. Date " 2/ JuIV 80 NZ l6' j 25 20 15 I IN REVISIONS NO.1 DE'SCR�IPTION'/DATE -.A5ou /L ON - / 8Y - 9/ auk 60 ./ H/ C^ Q O Q Cz Q T Q� CO W C6 (4 v C6 incorporated Cn LW z z Q C3 J a- Cj W W 0 cD z w z 0 I- z v) Q N I.nL nnY /f Q t s LL S J a W X W 0 LIJ 105 ~LIJ U Z z 0 z w Cr JOB No. 1-311-001-793 DESIGNED PSA DRAWN J H D CHECKED DATE 17 JULY 1979 I I SHEETS %3OF