HomeMy WebLinkAboutB_C10.1 Details - Bridge/Boat LaunchCONCESSIONS/STORAGE BUILDING
STONE VENEER WALL
POURED IN PLACE CONCRETE STAIRS
ELEVATION: NORTH ABUTMENT WALL
IN_
IV II: IV'S 'WAIFS: INIV 111' f '111: `115'1111• 1111' 111, RA" a: a: a mu" in: a :IR:
4111
ELEVATION: BRIDGE
•"1:.•••
ELEVATION: SOUTH ABUTMENT WALL
ii•
WIDTH VARIES
714- 8'-20', SEE PLAN
MUM I MI
WIDTH VARIES
8'-20',
SEE PLAN
1111111•1=0/1111111111=
WIDTH VARIES
8'-20', SEE PLAN
8•11=01r1111
e nr141.
24" REINFORCED STAINED COLORED CONCRETE SUPPORT PIERS, TYP.
CAISON PIUNGS, TO DESIGN DEPTH, TYP.
248'-6"; END OF RAIL TO END OF RAIL
SINN MIMEME111=111.17
WIDTH VARIES
8'-20',
SEE PLAN
MAN
168' 0"; ABUTMENT TO ABUTMENT
STONE VENEER RETAINING WALL
CAISON PILINGS, TO DESIGN DEPTH, TYP.
24" REINFORCED CONCRETE SUPPORT PIERS, TYP.
STONE VENEER RETAINING WALL
r
0 1/2
SCALE: 1" 6
2
KEYNOTES
COPYRIGHT 2004
williams/associates/architects, ltd.
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