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Paving Plan & Profile
,'C SAWC ASPHAI ! I R=29,00' -r.=9,33, I L=18.05' B/C CUR~/E DATA m 25 22 DELTA]5¢"39'53'' 21 BARRIER FREE RAMP (9O -- R=51.00' r=16,40' / L=31.74' 2O CL CURVE DATA I I DELTA= 1 4' 1,3'05" I o I R=IO00.O ,0~ l'= 124.72: "X, L=248.15' x I O, - ' 3 24X r.}ro B/C CUR~E DATA DELTA:35t39'33" R:s .oO'! ¥=16.40'~ L=31.74' I I B/C CURVE DATA DELTA=55",39'53" - R=29.00' T=9.53' L=18,05' ICL CURV~~~ ELl'A=06' 10' 15'. t iL=75.58' 19 BARRIER FREE RAMP-x, R20' 5 /I (9 6 BARRIER FREE RAMP 7 I 1 17 / / 16 --T 15 CL CURVE DAYA DELTA= 14' 1 4'57" LANE I // 4' SIDEWALK~ _ _ X OELTA= ~ 6'0. S'44] L- R= 1000.00' ~0 I X___ 4' SIDEWALK I R=IO00.O0' I-=124.99' L=248.69' l'= 141.39' I I L=280,92' I I 8 9 1 1001 YEAR FLOODPLAIN = I I 412.9 4~5.6 I t 10 10 11 B/C CURVE DATA DELTA= 73'30'45" R=20.O0' T= t 4.94' L=25.66' 11 12 CL CURVE DATA DELTA=50'50' 10" R=120.00' f=53.09' L=64.58' RSO 11+55.94 B/C CURVE DATA ,=2-7'12'42" L=9.5(~' B/C CURVE DIA~A DELYA=282'25'24" R=50.O0' ]-=40.21' L=189.75' 13 465; 0 .. CD .. PRO GRADE @.-.< ~- - 0:'8~ .... 1'06" VERTI :AL CURVE ................. RIGHT '-c~L'-cuR~"~ .............. 62:01' LEFT YERT AL.. CU_RYE m--I34 - 60]4 '- ' 0+00 1 +00 NOTES: EXtSf. GRADE RIGHT EXIST. GRAD[ LEFt EXIST. 1. SUBGRADE fO BE STABILIZED WITH MtN. 30 LB/SY HYDRATED UME PER CITY SUBDIVISION ORDINANCE 2. PAVEMENT THICKNESS AND STRENGTH: 6", ,3000 P.S.I. COMP. ' ,5. FOR AOON'L INFO. SEE CITY OF COPPELL STANDARD OETAIL SHEET S0'1 ...... CURVE~ ~ oo' 9ERYI RIGHT m:-.i ICAL CURVE 55.09 LEFT VERTI CURVE- m= ).3_4- . PVI 55.09 tOO' VER1.1 ;AL CURVE m= ).20 PVI 53.89 EXIST. GRADE RIGHT -0 0 1 ,0' EXIST. 30;' -~: -- - ,04- ~ 0o') xP - -- z~ ~--- -"'E -' C) I-- I-- (,Ot~ 465 o o ..................................... R.C.P. .~.. 1_.00' _VERTI,~AL CURVE- m= 123 PV1=455.39 " O0 2-t-00 3+00 4+00 5+00 PROP. GRAE 50' 11' 28' 11' .. ~ 6" LIME STABILIZED__/ "THK. 3000 PSI CONCRETE SUBGRAOE w/ ~3 BARS 24" O.C.E.W. I'YPICAL PAVEMENT SECTION N.T.S. 100' VERTt:AL CURVE m= ).20 PVI= 55.79 (DO 6 +0)0 7+00 8+OO 0 100' VER[I m=, PVI =,I -T ...... 0,0 21-- :AL CURVE ).2',3 ' 55.79 9+00 PROP. GRADE @ -1.0% EXISt. G EXIST. GRADE RIGHT J 460 455 450 44,5 10+00 11+00 12+00 13+00 1.0' 4O 20 0 40 SCALE tN FEET 1 ":40' LMANAoER: PAVING SERVER: ORAwlNGS / 2 00 3 / J O $ 2 4 / JO $ 2 4 . DW G 100 PAVING PLAN & PROFILE -- ',- -' ................. SI' ANDRE~S -'- ' ' ' ESIAIES ' '~ .~ I ....................... ' ................................ I '""'" IItIENNMSSEY ENGINEERING' INC' E ~,Zf i;~,. ,, 4""'" '-" " ~.,.,, ............ ' ..... CITY oF COPEgL,TgXAS - ' I ..... ~tO~'~~-~ ~ ~~=40,_0.['''- ............ ........