HomeMy WebLinkAboutB18-0066_04.R-3_1523647551.pdfEXISTING ENTRANCE DRIVE
LANE; REPAIR ASPHALT
REMOVED DURING
WATERPROOFING REPAIRS
REINSTALL SALVAGED STONE
VENEER FOLLOWING COMPLETION
OF WP REPAIRS; DO NOT DAMAGE
EXISTING RAILING (TYP.)
INSTALL NEW SNOW-MELTED
PAVEMENT ASSEMBLY (DETAIL
1/R-7) OVER TUNNEL STRUCTURE
NOTE: CONTRACTOR TO FIELD VERIFY
ALL DIMENSIONS PRIOR TO ORDERING
MATERIALS AND STARTING WORK.
REINSTALL OR REPLACE EXISTING LANDSCAPING
AND PAVEMENT (INCLUDING LARGE LANDSCAPING
STONES) AT NORTH PERIMETER WALL OF THE
GARAGE FOLLOWING COMPLETION OF
WATERPROOFING REPAIRS
EXISTING MECHANICAL SHED
TO REMAIN; DO NOT DAMAGE
EXISTING EXIT DRIVE
LANE; REPAIR 4'
SECTION OF CONCRETE
REMOVED DURING
WATERPROOFING
REPAIRS
INSTALL (N) SNOW-MELT
TUBING EMBEDDED IN SAND
SETTING BED SUPPORTED
ON WELDED-WIRE FABRIC
OVER (E) WP SYSTEM;
REINSTALL SALVAGED
PAVERS FOLLOWING
REPAIRS
INSTALL NEW SNOW-MELTED
PAVEMENT ASSEMBLY
(DETAIL 1/R-7) SLOPED TO
NEW DRAIN LOCATIONS
INSTALL NEW BI-LEVEL
ZURN Z158-85 DRAIN WITH
PERFORATED DRAIN
EXTENSION (TYP.)
TIE-IN NEW DRAIN PIPE TO
EXISTING STORM SEWER AND
BACKFILL TRENCH FOLLOWING
REPAIRS
EXTERIOR FOUNDATION
WALL BELOW (TYP.)
INSTALL NEW CONCRETE
SIDEWALK FOLLOWING
COMPLETION OF
WATERPROOFING REPAIRS;
PROVIDE OPTION TO
SNOW-MELT SIDEWALK
REINSTALL SALVAGED STONE
VENEER FOLLOWING
COMPLETION OF
WATERPROOFING REPAIRS
REINSTALL SALVAGED STONE
VENEER FOLLOWING COMPLETION
OF WP REPAIRS; DO NOT DAMAGE
EXISTING RAILING (TYP.)
INSTALL (N) POLYURETHANE
JOINT SEALANT AND BACKER
ROD BETWEEN FLANGES OF
ALL (E) DOUBLE TEE BEAMS
AND ALONG LENGTH OF
INVERTED TEE BEAM (BOTH
SIDES) (TYP.); SEE DETAILS
4/R-8, 5/R-8 AND 2/R-9 FOR
TREATMENT OF JOINTS
INSTALL (N) POLYURETHANE
JOINT SEALANT AND BACKER ROD
AT JOINT BETWEEN ENDS OF (E)
DOUBLE TEE BEAMS AND NORTH,
SOUTH, AND WEST FOUNDATION
WALLS (TYP.)
INSTALL (N) POLYURETHANE
JOINT SEALANT AND BACKER ROD
AT JOINTS BETWEEN (E) PRECAST
CONCRETE PLANKS AT TUNNEL;
NUMBER AND LOCATION OF
JOINTS TO BE FIELD VERIFIED;
SEE DETAIL 5/R-8
9
R-8
7
R-8
9
R-7 SIM.
6
R-8
1
R-7 TYP.
8
R-8
5
R-7
5
R-7
5
R-7
3
R-7
1
R-9
3
R-7 SIM.
4
R-7
7
R-7
6
R-7
8
R-7
BENCHMARK
CENTERED ON
TOP OF WALL
EL: 100.00'
MATCH EXISTING
FINISH EL: 97.18'
MATCH EXISTING
FINISH EL: 97.22'
MATCH EXISTING
FINISH EL: 95.82'
MATCH EXISTING
FINISH EL: 96.82'
MATCH EXISTING
FINISH EL: 96.37'
MATCH EXISTING
FINISH EL: 96.46'
MATCH EXISTING
FINISH EL: 95.87'
NEW FINISH EL: 97.0'
NEW
FINISH
EL: 96.4'
NOTE: THE STRUCTURAL LEVEL IS
SLOPED FROM THE NORTH AND SOUTH
EDGES OF THE PARKING LOT
TOWARDS THE INVERTED T-BEAM AND
FROM THE EAST END TOWARD THE
WEST END OF PARKING LOT 4'-0"INSTALL NEW EXTRUDED POLYSTYRENE (XPS)
RIGID FOAM INSULATION ON TOP OF NEW WP
MEMBRANE TO PROVIDE SLOPE FOR PAVERS;
STARTING AT SOUTH WALL, INSTALL XPS
INSULATION 4 INCHES IN THICKNESS TAPERING
TO ZERO AT 4 FEET FROM THE INVERTED TEE
BEAM (COMPRESSIVE STRENGTH OF XPS TO
BE 100 PSI)
MATCH EXISTING
FINISH EL: 96.92'
MATCH EXISTING
FINISH EL: 97.53'
EXISTING
INVERTED TEE
BEAM BELOW
9
R-7
(E) STORM SEWER PIPE(
E
)
S
T
O
R
M
S
EW
E
R
PI
P
E
(E) SAND/OIL
8" DIAM. PIPE
(E) STORM SEWER PIPE(E) SAND/OIL
INTERCEPTOR
(E) RIM NORTH EL. =
8115.6'
TYP.
TYP.
SIM.
-TOP OF (E)
STRUCTURE: 96.54'*
-TOP OF (N) DRAIN
FINISH EL: 96.95'
-TOP OF (E)
STRUCTURE: 95.93'*
-TOP OF (N) DRAIN
FINISH EL: 96.35'-TOP OF (E)
STRUCTURE: 95.22'*
-TOP OF (N) DRAIN
FINISH EL: 95.64'
4.5" OF XPS
INSULATION;
TAPER TO
ZERO AT
DRAINS4.5" OF XPS INSULATION;
TAPER TO ZERO AT DRAINS
4" OF XPS INSULATION
0" OF XPS INSULATION
3" OF XPS INSULATION 3" OF XPS INSULATION
*NOTE: ELEVATIONS AT TOP OF STRUCTURE ARE
ESTIMATED BASED ON LIMITED CORES TAKEN
FROM THE EXISTING TOPPING SLAB. ELEVATIONS
MAY NEED ADJUSTED ONCE TOPPING SLAB IS
REMOVED TO REFLECT ACTUAL CONDITIONS.3'-0"(E) 8" INV EL.
= 8107.00'
(E) 8" INV EL.
= 8107.71'
(E) MANHOLE,
RIM EL. =
8123.85'
PROPOSED
(N) TIE-IN EL:
8119'
32' VIF
Sheet
Scale
BC&E No.
AS NOTED
16121PLAZA LEVEL DRAINAGE AND REPAIR PLANR-3
2/12/2018
Date
Plotted: 2/13/2018 11:29 PM by: Sonja File Name: LSL - PLAZA WATERPROOFING AND GARAGE STRUCTURAL REPAIRS.dwgR-3
SHEET
1
NEW PLAZA DRAINAGE AND REPAIR PLAN
SCALE: 1/8" = 1'-0"Sheet 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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