Laserfiche WebLink
POTENTIAL FUTURE METAL ROOF <br />CANOPY OVER PORTIONS OF SPAN T <br />----------------------/ PY OTHERS, <br />14'-6 <br />ORNAMENTAL METAL RAIL]. (DESIGN TpA-4 CURB MOUNT) \ <br />ITY P., \\\ RUNE <br />CONCRETE CURB — <br />SEE SHEET 85 FOR <br />CURB DETAILS PYR.1 <br />0 <br />12'-0" TRAIL <br />HANDRAIL PPP <br />VARIES <br />T BRIDGE <br />LT <br />GUTiERLINE & <br />PROFILE GRADE- <br />1 <br />--1" CHAMFER CORNERS <br />_-------—y2" V-DRP ITYP.) <br />CONCRETE 2" FROM EDGE OF DECK <br />DECK <br />SECTION A -A <br />TIE IN SPAN <br />0MEASURED C.1 ERLINE TO GUT T EFL NE <br />O GASSED T S %" A PALCEPATED <br />B ON A STOOL HEIGHT OR l%" AT CPL <br />®BOLTON <br />& MENK mmmum <br />ENGINEER SIGNATURE P <br />ORNAMENTAL MEIAL RAILING <br />IDESION CUR M - <br />T a CURB OUNTI —GUT TERLINE <br />CONCRETE CURB <br />SEE SHEET 85 FOR <br />V " V-DRIP <br />2" FROM EDGE OF DECK <br />ORNAMENTAL METAL RAILING M <br />FOR <br />CURB R URBDETAILSEE SHEEI SBIT F.1 <br />—HANDRAIL P <br />1.00% <br />1456" <br />1250" RAIL <br />r6 BRIDGE <br />L TRAIL PBL)&-- <br />' PROFILE GRADE — <br />pROCIL <br />ONCRETE <br />DECK <br />J <br />‘661--MN45 SPRESTRESSE D / <br />SECTIONDBACH NB <br />APPR <br />4'-6" TYP. <br />1.00% <br />1" GIA. RIGID STEEL CONDUIT TO <br />RAP P LIGHTING <br />PLAN INRNISHEDR BOILERS, <br />1.0" TRAIL <br />q BRIDGE <br />6GUTRRERLIN:PROFILE <br />IPRO:IL EIGR DE �o <br />SECTION C-C <br />APPROACH SPAN <br />TYPICAL SECTIONS <br />r71 <br />64-65-2" DIA. CONTINUOUS RIGID STEEL <br />CONCRETE SLAB CONDUTI FOR HANDRAIL LIGHTING <br />VARIES 150" MIN. <br />TOpOWO"OVER <br />r1" CHAMFER CORNERS <br />ITYP.1 <br />0 <br />RCHAMFER CORNERS <br />011,1 <br />: = 7S.A.P.l99-010-' I2 'IRIDGE NO. <br />ISHEET NO. 4 OF 99 SHEETS 02053 <br />