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HomeMy WebLinkAboutT-2690BCSB167-SB406 18+95.34 BEGIN SPECIAL USE 13.: LANE TAPER {39.00' LT) END 26.00' LT) A. tip 7 SEC. 19, T. 23 N., R. 5 E., W.M■ CURVE DATA P.I. STATION DELTA TANGENT RADIUS LENGTH E405 1183+03.10 6059'06" LT 156.83 3,000 313.37 E406 1182+73.62 6059*05" LT 156.82 3.000 313.37 FE405 1187+61.74 905946" LT 48.10 500.00 95.96 I E405 1187+60.09 7"29-39" LT 35.17 637.00 - 70.23 y oc"Im �!)ku.uu I I v I END(7 5(0.00') 1 0 60 100 END 8.91 TAPER (0.00') 7 SCALE IN FEET uj fJr SB167-SB405 20 +67.86 4' SBI67-SB405 26+66.48 END SPECIAL USE 13.3:1 A. END 4 (O.OW) 6 END 2 (20.00' LT) Lu SBI67-SB406 17+15.20 LANE TAPER (26.00' LT} N BEGIN (4 )(26.00'1_T) END (�) (266.00' LT) I END 30.61 RAMP TAPE (20' LT) I i \\Vf EXISTING 8 olp SBI67-SB405 19+96.77 I END 10.11 SHOULDER TAPER (4.00' RT} SB167-SB406 23+72.27 uj END Q!q {13.00' LT) ISB16�7')SI3406 18+94.49 0 BEGIN (2) (13.00' LT) I BEO 8.9:1 TAPER t9,3 Ob 4 1:1 SHOULDER TAPER (14.00 RT) 3 1 0. LT) 6 �x B IN 30.6:1 RAMP TAPIEft �i6ll_T) 14' 9 ---------- TE405 1188+29.16 (103.5 L T I E�05 4186+70.72- x LT E406 1183 M 444.00' 4 I j��)16WO_ L'T) END ND(� IST*G BEGIN 4 (14.00' L SEE NOTE 3 Z� is - - - - -- - - - - - L ----- QL ---- -END-":I -SHOULDER- TAPERAUM!-RT)-- - _ - - -- --- - - - - -- - - - - - - - -- - - - - %_---- _ - -_ - -- ti - - - - - - - - - - - + 12' 12' + - -------- - - - -_- - PC­ E406-"8-7+6"4- (75A4-' LT) - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - th '9 12' X\�,.Sll 67.S�i405 16�+6266 - - - - - - - - - - - - - - - - 121 BEGIN 5.9:1 SHOULDER TAPER (8.06'RT) 12' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - an Lu UJI 12'/- 7' 12' Lu- - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ga - - - - - ----- - - - --- - - - - - - - - - - -- - z et�A - - - uJ ul w - - - - - - - - - E-4,M -L WE - - - - - - - - - `_---__- __- __----- _- _._- ____- ®- __ -_ - -- --- - :3 7- 12' i uJ X - _ - _t - - - - - ------'----'------------------------------------- w - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - Z_ 12' 12' Rr-11605.78'-� _j Lu - - - - - - - - - - - - 12' z -8. 12' ef: 8. A I :CLU F__ 7 ou 7 VARIES 14' -4- NB405-NBCD LINE 4' 14' \' ------------------------ --INS -- $, ----------- --- ----------- ------ -- --- ---------------- --- - - ----------------------------- ----- 4_:_� ------ - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - I I c --' 8. zytzt�_ I - - --------------- _4 ---- -- 4=�= f 6 SEE NOTE 3- - NB406-NBCD 30+58.02 17 1188+24.72 E405 TAPER (22.6-0- RTJ EGIN 50.0: 1 CD, LANE END 54.51 SHOULDER 4 1 H _TA' (58.00' I RT) E406,1192+24.6,9-',- 1405 180+66.00 NB405.NBCIY�19.45,- 1187+10.09 (:p14.00' LT & RT) IH N405 - END 6 68.00- RT) END (41(44.00"RI 'BEGIN 4 (58.00'RT) 2- END NB405-NBCD 34+98.13 END (1) (72.00' RT} END, (50.60',Rf�� BEGIN ,��/(44.00/' RT RT) BEqll�t$(�,Q* END (4)(14.00'RT) BEGIN (g)(72.00' RT) VN 2 .0 ' RT) NB405-SBI67 12+48.82 1184TP72.90 0 BEGIN (g)(14.00- RT) I I / B psORE \49.4:1 END H2 AND 250.0:1 TAPER t�oo. PO CH EXISTING 6 T END AND 250.01 TAPER/,0.00')/ (9)(0.00- LT ,& RT) A��R\, (�2.o& qT) O L -------------- (1 (12.100'147,,& RT) j(20W0'Li',& RT) /�k406 1192+76.18 D E405 1190+24.63 08- RT) END 60.0:1',CD\ LA TAPER MATCH EXISTING BEGIN CUR*k �64. 0' T) 0 NOTES: 1. PLASTIC FOR PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA). WSDO T NOR THWES T REGION Z FOR PROFILED LINE DETAIL, SEE STANDARD PLANS M-20.20 -01 CHANNEL IZATION PLAN 3. SEE PAVEMENT MARKING DETAIL SHEET MKDl FOR GORE AREA DETAILS. TRAFFIC ENGINEER - AREA OPERATIONS 4. AERIAL SURVEILLANCE MARKERS PER STANDARD PLAN M-24.60-02. 5. FOR LONGITUDINAL MARKING PATTERNS, SEE STANDARD PLAN M-20.10-01. Signed e INSTALL RAISED PAVEMENT MARKINGS PER STANDARD PLAN M-20.30-01. 6. TYPE 2Y RPM PLACEMENT, SEE STANDARD PLAN M-20.30-01 AND SPACED 80 FEET Print MARK BANDY ON TANGENTS AND CURVES WITH RADIUS OF 5000 FEET OR MORE AND 40 FEET ON CURVES WITH RADII LESS THAN 5000 FEET. ENGINEERING MANAGER DEVIATIONS 7. TYPE 2W RPM SHALL BE SPACED 40 FEET. % NON-STANDARD 1-405 SOUTHBOUND OW 8. FOR HOV LANE SYMBOL, SEE STANDARD PLAN M-7.50-01. Signed Date + , \ AZ CONNECTION AND RAMP FROM SOUTHBOUND -X- -X- _x__ _x Print DENISE CIERI _x_ + Al SR 167 -APPROVED 4-6-07 T 2RAOB 0 � lftff 1w FILE NAME C:lWorkXProjectWiselBTJV0002XdmsO22731BTJV0002_PS MK 406-CP.dgn I - - - Amok I - - - - - TIME 8:22:13 AM REGION No. STATE FEMAID PROJ.NO. "o. 3T,/ WA of 0 At. �..TE 0 P.E DATE P.E. STAMP BOX DATE 8124/2010 10 WASH PLOTTED BY d10 DESIGNED BY A. SCHMICITMAN J013 NUMBER ENTERED BY D. FRANKUM CHECKED BY J. ST. JOHN CONTRACT NO. LOCATION NO. PROD. ENGR. L. HODGSON REGIONAL ADM. D. DYE REVISION DATE BY ILFINGRR BERGER DAVID EVA14 Civil Inc. W842 _AGSOOIATR:sp FRI-STATE CONSTRUCTION, 1: Plot 9 MK9 SHEET 34 OF 319 SHEETS