HomeMy WebLinkAboutB18-0066_03.R-2_1523647549.pdfEXISTING SNOW-MELTED BRICK
PAVER SYSTEM OVER
WATERPROOFING SYSTEM TO REMAIN
EXISTING EXPANSION JOINT
SYSTEM WITH CONCRETE CURBS
EACH SIDE TO REMAIN
EXISTING EXIT DRIVE LANE
EXISTING ENTRANCE
DRIVE LANE
EXISTING STONE CLAD
KNEE-WALL; REMOVE AND
SALVAGE EXISTING STONE
VENEER; DO NOT DAMAGE
EXISTING RAILING (TYP.)
REMOVE EXISTING TOPPING SLAB IN ITS
ENTIRETY; AVERAGE THICKNESS OF 6";
THICKNESS VARIES FROM 4" TO 10";
SHOTBLAST DOUBLE TEES TO PREPARE
SUBSTRATE FOR NEW WATERPROOFING
EXTERIOR 12" THICK FOUNDATION
WALL BELOW
EXISTING BOLLARDS SOUTH
OF SHED AND CONCRETE
FOUNDATIONS TO REMAIN
REMOVE EXISTING 4' SECTION OF
PAVEMENT SOUTH OF CONTROL JOINT
ACROSS ENTIRE WIDTH OF DRIVE LANE
REMOVE EXISTING LANDSCAPING AND
PAVEMENT (INCLUDING LARGE
LANDSCAPING STONES) IN 3 FEET WIDE
STRIPS AT NORTH AND WEST
FOUNDATION WALLS
EXISTING NON SNOW-MELTED PAVER
SYSTEM; REMOVE AND SALVAGE BAND
OF BRICK PAVERS AND BRICK PAVERS
BETWEEN BAND AND EXPANSION JOINT
REMOVE ASPHALT PAVING AND
LANDSCAPING OVER TUNNEL STRUCTURE
BELOW
EXTERIOR 6" THICK
FOUNDATION WALL BELOW 3'-0"EXISTING MECHANICAL SHED
TO REMAIN; DO NOT DAMAGE
EXISTING STAIR
(NOT IN SCOPE)
EXISTING STAIR
(NOT IN SCOPE)
EXISTING STONE CLAD
KNEE-WALL; REMOVE AND
SALVAGE EXISTING STONE
VENEER; DO NOT DAMAGE
EXISTING RAILING (TYP.)
NOTE: CONTRACTOR TO FIELD VERIFY
ALL DIMENSIONS PRIOR TO ORDERING
MATERIALS AND STARTING WORK.
3'-0"
DEMOLISH EXISTING
CONCRETE SIDEWALK
EXISTING STONE CLAD WALL;
REMOVE AND SALVAGE EXISTING
STONE VENEER
EXCAVATE TRENCH FOR TIE-IN OF
NEW DRAIN PLUMBING TO
EXISTING STORM SEWER;
CONNECTION TO BE DETERMINED;
ASSUME MIN. EXCAVATION DEPTH
OF 4 FEET
REMOVE EXISTING LANDSCAPING AND
PAVEMENT (INCLUDING LARGE
LANDSCAPING STONES) IN 3 FEET WIDE
STRIP AT WEST FOUNDATION WALL
CUT AND DISCARD BASE OF
STUCCO ALONG WALLS; SEE
DETAIL 6/R-7
REMOVE AND SALVAGE STONE
VENEER TO ALLOW FOR
WATERPROOFING TERMINATION;
SEE DETAIL 6/R-8 (E) STORM SEWER PIPE(
E
)
S
T
O
R
M
S
EW
E
R
PI
P
E
(E) SAND/OIL
PIPE
(E) STORM SEWER PIPE(E) SAND/OIL
INTERCEPTOR
Sheet
Scale
BC&E No.
AS NOTED
16121PLAZA LEVEL DEMOLITION PLANR-2
Date
Plotted: 2/13/2018 11:29 PM by: Sonja File Name: LSL - PLAZA WATERPROOFING AND GARAGE STRUCTURAL REPAIRS.dwg
1
SHEET
R-2
PLAZA LEVEL DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
2/12/2018Sheet TitleProjectISSUED FOR PRICING 1/12/18PLAZA WATERPROOFING AND GARAGE STRUCTURALREPAIRS - LIONS SQUARE LODGE HOA1520 West Canal Court, Suite 240Littleton, Colorado 80120
303.350.1000 Tel | 303.350.1004 FaxISSUED FOR CONSTRUCTION 1 2/12/18A
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Contractor to install a
Limits if disturbance
fence. Per TOV
requiements.
Contractor shall
apply for a
Pubic Way
Permit to tie
storm drain into
the Town
system. Contact
the Public Works
Department
04/13/18