Laserfiche WebLink
T. co. 5 & 5A <br />CORNER AS5 <br />44501 46 9789 Y- 171069 8714 <br />COLUMN ITYPI-t <br />PERM EASEMENT <br />CORNER SX E449686.8649 Y=171001.0651 <br />O 4TT <br />LOWER HELIX GUTTERLINE <br />UPPER HELIX <br />GUT <br />X= 949624.482YY 171123.906 <br />O1ARIO i4B 620 <br />GUI TERLINE <br />T8IE gINT0STATION STRUCTURE !VERIFY IN FIELD, <br />O� RIVERDALEPDRIRIVERDALE5PQ0.T. STA. 28+56.392 <br />O Q TRNL IBL1 P.O.T. TD. T+26.497 = <br />X= 449720.825 Y= 171318.34 Si P. ae2+30 472 <br />Q 90° 00' 00" <br />OS T L LIP DT SlA'IOTS A <br />% 9 N910 .89 IUBT 7. P.O:T. ST A. 482+30.469 <br />0 CENTER OF HELIX <br />RADIUS TO BASELINE = 36' 8" <br />TO COL.1 & BEGIN HELIX CURVE. <br />BRIDGE NAME <br />COLUMN/ <br />E ,PLACE ON SOUTHEAST <br />FACE <br />EL. 890 — <br />SPAN 1 SPAN <br />—XL PIER 1 J8 <br />Ft CD-1 111 <br />IN -- <br />CRT. VRiICALI b'IQ <br />aAI <br />IIRAL <br />BACMIOEOEX TRAIL <br />(RIVERDALE1 Rl VE RDPLE DR — <br />AN 3 <br />—I PIER 2 <br />CRIELR PI. LI <br />VERIICALI <br />I <br />7 IF <br />A3 20 J 2'yH(.1) <br />O EDGE DF BA NEDCONISD RUIiMN 10NHPER3 DOT P]ER <br />PROTECTION POLICY NOT REQUIRED <br />® PROFILE GRADE FOR RIVERDALE DRIVE <br />lEXRDERDALD <br />0 PROFILE GRADE FOR EASTBOUND I.H.10 <br />,—o <br />I_n <br />CONCRETE CURB <br />34 ET EDL O <br />- <br />MI CLR <br />I <br />CRT. VERTICAL_1 11.1 <br />NPCE. <br />INPLACE T.H. 10 E.B. p.N. 10 ... <br />B0H101 lW'TH1 // J <br />ELP 893C65 5+49 DOH ORNAMENTAL MEI AL RAILING <br />V.P.I. ST A. 1435.00 <br />EL. 872.95 <br />SEE SHEET 99 FOR BEI AILED ROADWAY SECTION ALONG ALIGNMENT, <br />HELIX <br />.—C <br />,DESIGN T-4 CURB MOUNT/ <br />4 .717' KCAL <br />E E B — — <br />rrTT I l i l l rr� <br />SPAN 5 <br />PIER 4 <br />I <br />1 32'-7 1/2" <br />SPAN 6 <br />PU G BRIDGE <br />PIER 6� N. ABUTMENT & NORM SI AR <br />SIAVION TIE-IN, STA.10882 .+ <br />LPL PIER 5 <br />20'1 <br />TYP <br />DeCN oRAIrl ER <br />SIDE OF DECK. <br />PLANSRPIERS12, 3 ROADWAY, 4P.1 <br />PROFILE GRADE FOR WESTBOUND T.H. 10 13FUTURE METAL ROOF CANARY <br />IEX TH]OUB) ICY OTHERS, <br />VERIFY LOCATION OF BUILDING PRIOR TO <br />ORDERING SIEEL BEAMS. REMOVE O RECONSTRUCT <br />WALL PANEL/CURBS AT END FACE OF SKYWAY TO <br />INCLUDE DOORWAY AND TIE INTO EXISTING <br />WALKWAY. <br />1• <br />T• <br />R <br />RIVERDPLEl. 'XR ILRI VE RDALE PPP <br />TRAILROX <br />e SHL D.r I r8' SHLD II' SHLD.1212' <br />5 I— 3'SHLD. 3'SHLD. 7 <br />GENERAL PLAN <br />V.P.I. STA. 7,5.00 <br />20.28'T <br />20.28'T <br />THE SUBSURFACE BIM. INFORMATION 1N THIS PLAN 1S UTILITY QUALITY <br />THE GUIDELINES OF CPASCE 38-D2, ENTITLED "STANDARD GUIDELINES FOR <br />THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" <br />LEVEL D THIS .1.. ODA.. LEVEL WAS DEIERMINED ACCORDING TO <br />ID I ATLJ 188-2„J LI0' TRAIL <br />9z I LLE <br />RIVERDALE °R" lR1VER0ALE1 —I 1051 Hl0, <br />leBOLTON <br />& MENK <br />449611.355 <br />O171.0.98G <br />6 BSEECHAPPLI CXBLE DETAILS, <br />OEND SOUTH ABUTMENT AND BEGIN BRIDGE <br />J3 F ,URE CANOPY TOP OF CLOG <br />CURB = PIER 1 ID PIER 4 ONLY <br />— <br />I -01 PIER 4 <br />rUSHLD. <br />I2' <br />7 —Q w 10 <br />iIWeT HI D, <br />PROFILE rTrBTrr GRADE ▪ 'PROFILE, r rr t, <br />FF <br />EXISTING GROUND LINE BELOW <br />ALIGNMENT <br />PIER 6 <br />SET STAINLESS STEEL NAl.P., WITH .11 ' IN EXPOSED HEAD, <br />GENERAL ELEVATION IN WEST FACE OF EACH PIER APPX.9 ABOVE FINISHED GRADE. <br />CROSS -SLOPES SHOWN ARE ON THE IRAVELED WAY <br />FORESLOPES SHOWN ARE THE MAX. BEYOND TRAVELED WAY <br />PENGINEER SIGNATURE <br />EVANS <br />—INSIALL TRENCH DRAIN <br />VERIFY IN <br />IIN EIELD O <br />18 R DALE, <br />X= 449473.437 Y= 171312.710 <br />0 1$ wvSRWALE DR.IRI RDAL0 <br />PO.T. 9 A.32+15391 . 171056 020 <br />OF T.H. 10 E.B.IEBTHIO, <br />21 PH10 EB. H10 <br />X= 450020.658 YS 171169.783 <br />OP T.H. 10 W.B. IWBTH1 ' <br />P T <br />= 450062.269 Y= 171257.420 <br />O <br />=A449702.969 Y= 171238.228 <br />SSIA,10+85113 . <br />X= D19882 <br />NOR. ABUTMENT O NORTH STAR <br />NOTES <br />TRAFFIC TO BE MAINIADED ON 10 DURING CONSTRUCTION <br />EXCEPT AS FOLLOW. <br />OVERNIGHI CLOSURE & DETOUR DURING BEAM/TRUSS SETTING <br />OPERAIIONS <br />-SINGLE LANE CLOSURE AS RED.RED FDR WORK NEAR MAINSPAN <br />ALLOW FOR 2" FORM LINER IN AGUTMEN1 FACE, WINGWALLS, <br />PIERS AND HELIX COLUMNS. <br />FOR SECTIONS A THROUGH E, SEE TYPICAL SECTIONS. <br />"F" DENOTES FIXED BEARINGS <br />"E" DENOTES EXPANSION BEARINGS <br />1 �Eo ,Pe4�199-010 -012 'iRIDGE NO. <br />GENERAL PLAN AND ELEVATION �� S.A.P. <br />ISHEET NO. 2 OF 99 SHEETS 02053 <br />