00.LS.328 PVN Loading Dock Roof Elevation.pdf
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- Solicitation number
- 36C25923B0005
About this file
This federal solicitation requests proposals for re-striping, sealing, and maintenance of parking garages at the Rocky Mountain Regional Veterans Affairs Medical Center. The scope of work includes cleaning, sealing, and re-striping concrete surfaces on all levels of three parking structures totaling approximately 883,200 square feet. Bidders must provide a site-specific safety plan, certificates for OSHA 10-hour and 30-hour training, and comply with all applicable federal regulations including VA standards and specifications. The period of performance is 90 calendar days from notice to proceed. An optional bid item is also requested for additional work at an underground loading dock area of approximately 40,000 square feet.
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SLOTTED ANGLE EDGER
VB01
RETRACTABLE
BOLLARD
SECURITY BOLLARD
CONCRETE PAVEMENT
E
TRUNCATED DOME PAVERS
EXPANSION JOINT
00.LS.311
BOLLARD FOOTING
PER MANUFACTURE
TO MEET K4 RATING
EXPANSION JOINT
PAVEMENT
SCD
RIDGED INSULATION
BOLLARD FOOTING TO BE
DESIGNED BY
MANUFACTURER TO MEET K4
REQUIREMENTS
ROOFING RS32, TYP.
TOP OF STRUCTURAL SLAB
BOLLARD AT PVS
1/2" = 1'-0"
TOP OF
STRUCTURAL
SLAB
PVS WALL
SSD
GRAVEL PER
MANUFACTURE
DRAIN AT EACH
BOLLARD
SPD
RETRACTABLE BOLLARD
1/2" = 1'-0"
TOP OF
STRUCTURAL
SLAB
FLOW FILL
PVS WALL
SSD
TOP OF
STRUCTURAL
SLAB
PVS LANDSCAPE SECTION - SWALE
1/4" = 1'-0"
EXPANSION
JOINT
SOIL TYPE A
FILTER FABRIC
TAPER SOIL
SEE DETAIL 2 OR 5/00.LS.300 FOR
FOOTING AND REINFORCEMENT
DESIGN. FOOTING DESIGN IS
DEPENDENT ON DEPTH TO
STRUCTURE
SOIL TYPE D,
4'-0" DEPTH MAX.
TOP OF STRUCTURE
TOP OF STRUCTURE
CONCRETE PAVERS AT GREEN ROOF
1" = 1'-0"
ROOFING
RS01-A
ROOFING
RS32
STABILIZED
AGGREGATE
PATHWAY
STEEL EDGER
SOIL TYPE D
4'-0" MAX.
00.LS.302
A
SANDSTONE COPING
CONCRETE PAVEMENT
SCD
ST51
SANDSTONE VENEER
- W/ CAST IN PLACE ANCHOR
SYSTEM
SOLID GROUT CAVITY, TYP.
00.LS.327
00.LS.328
CONCRETE PAVEMENT
OVER GRAVEL, SCD
SOIL TYPE "B"
00.LS.328
SIM.
FILTER FABRIC, WRAP
UP SIDES TO 1" FROM
THE TOP
DRAINAGE MAT
FILTER FABRIC WRAP UP
SIDE 1" FROM TOP
CONCRETE PAVERS
1" MIN. SAND SETTING BED,
THICKNESS MAY VARY
RIGID INSULATION
AS REQUIRED
ROOF TYPE
RS01-A
ROOF TYPE
RS01-B
D
00.LS.318
FILTER FABRIC,
WRAP UP 1" FROM TOP
GROWTH MEDIA
SLOTTED ANGLE EDGER
STABILIZED
AGGREGATE,
THICKNESS MAY VARY
FILTER FABRIC
ROOFING
RS01-B
ROOFING RSO1-A ROOFING RS01-B
ROOFING
RS32
00.LS.328
SSD FOR
CONNECTION TO
STRUCTURE BELOW
SIM.
CONCRETE
PAVEMENT OVER
GRAVEL BASE, SCD
ROOFING
RS32
ROOFING
RS01-A
SOIL TYPE D,
4'-0" MAX.
SIM.
CONCRETE PAVERS
SIDE WALK
00.LS.308
00.LS.328
00.LS.328
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SOIL TYPE D, 4'-0"
MAX.
00.LS.328
SOIL TYPE D
2' -0" DEPTH MAX.
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SOIL TYPE D
4' -0" DEPTH MAX.
CANOPY & COLUMN
BEYOND
CONCRETE PAVEMENT
OVER GRAVEL SCD
FACE OF
NORTH
PAVILION
00.LS.332
SIM.
ROOFING
RS01-A
ROOFING
RS01-B
ROOFING
RS01-A
ROOFING
RS01-A
ROOFING
RS01-B
ROOFING
RS01-A
ROOFING
RS01-A
TOP OF STRUCTURE
ROOFING
RS32
ROOFING
RS32
ROOFING
RS01-B
PROVIDE MIN. 2" OF RIGID
INSULATION IN RS01-B AREAS
ADJACENT TO COURSE
C
8" 8"
TURNED DOWN EDGE
OF PAVEMENT
00.LS.308
(2) #4 X CONT.
GRAVEL
SCD
FILTER FABRIC 1"
BELOW SURFACE
WATER PROOFING SYSTEM
TOP OF STRUCTURE
ROOFING
RS01-A
ROOFING
RS32
PVN LANDSCAPE SECTION C
1/8" = 1'-0"
FACE OF NORTH PAVILION
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OPP.
SSD FOR
CONNECTION TO
STRUCTURE
BELOW
GROWTH MEDIA
TYPE D
B
00.LS.328
PAVEMENT EDGE DETAIL AT GREEN ROOF
1" = 1'-0"
ROOFING
RS01-A
WRAP FILTER FABRIC UP
SIDE OF PLANTING BED
SIM. CONDITION
CONCRETE WALK
CURB
SCD
CONCRETE PAVEMENT
OVER GRAVEL, SCD
PVN LANDSCAPE SECTION B - DRIVE LANE
1/8" = 1'-0"
ROOFING
RS32
ROOFING
RS32
ROOFING
RS01-B
PROVIDE MIN. 2" OF RIGID INSULATION IN
RS01-B AREAS ADJACENT TO COURSE
IN AREAS WITH LESS THAN 1'-2" OF
COVER, DO NOT INSTALL RIGID
INSULATION
STEP INSULATION
WITH GRADE
TOP OF
STRUCTURE
CONCRETE PAVEMENT
OVER GRAVEL BASE
SCD
00.LS.332
TOP OF STRUCTURE
ROOFING
RS32
ROOFING
RS01-A
TOP OF STRUCTURE
CONCRETE
PAVEMENT OVER
GRAVEL BASE, SCD
ROOFING
RS01-A
ROOFING
RS32
ROOFING
RS32
ROOFING
RS01-B
PROVIDE MIN. 2" OF RIGID
INSULATION IN RS01-B AREAS
ADJACENT TO COURSE
SOIL TYPE D,
4'-0" MAX. DEPTH
00.LS.328
CONCRETE PAVEMENT
OVER GRAVEL BASE
SCD
00.LS.332
STABLIZED AGGREGATE AT GREEN ROOF
1" = 1'-0"
PVN LANDSCAPE SECTION D
1/8" = 1'-0"
FACE OF NORTH PAVILION
FACE OF
BUILDING
1' - 0"
CONCRETE BAND AT
EDGE OF GRAVEL
PARKING VISITOR NORTH
(PVN)
CONCRETE
PAVEMENT OVER
GRAVEL BASE
SCD
WATER PROOFING SYSTEM
A
TOP OF STRUCTURE
ROOFING
RS01-A
ROOFING
RS32
TOP OF
STRUCTURE
CURB DETAIL AT GREEN ROOF PLANTING
1" = 1'-0"
CONSULTANTS:
JSI No. 060
JSI No. 049
JSI No. 042
CDI No. 12
Revisions
1 2
11/08/2013
01/25/2013
11/21/2012
08/31/2012
Date
3 4 5 6
ROOFING
RS32
ROOFING
RS01-A
ROOFING
RS01-A
ROOFING
RS32
00.LS.328
SIM.
00.LS.328
00.LS.328
OPP. SOIL TYPE D,
4'-0" DEPTH MAX.
BOLLARD BEYOND
CONCRETE
PAVEMENT OVER
GRAVEL BASE, SCD
PVN LANDSCAPE SECTION A
1/8" = 1'-0"
Professional Seal
ARCHITECT/ENGINEERS:
H+L Architecture
1755 Blake Street, Suite 400
Denver, CO 80202
Skidmore, Owings & Merrill LLP
224 South Michigan Avenue
Suite 1000
Chicago, IL 60604
Cator, Ruma & Associates
896 Tabor Street
Lakewood, CO 80401
S. A. Miro, Inc.
4582 South Ulster Street Pkwy.
Suite 300
Denver, CO 80237
Key Plan Drawing Title
SITE DETAILS - PARKING GARAGE
SECTIONS
Approved: Project Director
Project Title
REPLACEMENT MEDICAL CENTER
FACILITY, EASTERN COLORADO
HEALTH CARE SYSTEM
Location
Date
AURORA, COLORADO
Checked Drawn
08/31/2012
7 8 9 10 11 12 13 14
00.LS.328
Drawing Number
Building Number
Project Number
554-501
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
V A
R I E
S
P
M
C U s e r s m d e w i t t D o c u m e n t s L P
S
I T m w h i t t e n r v t
A P
P R
O X
N
P
V S
V N
S N
C
B S
B C
B N
L C
E
N C
I B
N
I B
S
D
A T
R
E S
O N
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