XX.AS.570-A.pdf

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Z2DA--554-23-102 Re-Stripe, Seal, and Maintenance on Parking Garages
Solicitation number
36C25923B0005
Issued by

About this file

This statement of work and related federal contract opportunity document outline requirements for cleaning, sealing, and restriping concrete surfaces in multiple parking structures at the Rocky Mountain Regional Veterans Affairs Medical Center. The scope of work includes shot blasting, applying methacrylate flood coating and silica sand, and replacing pavement markings across three parking garages totaling approximately 884,200 square feet of concrete surface. Additional options include similar work at an underground loading dock of approximately 40,000 square feet. The period of performance is 90 calendar days from notice to proceed. Bids are due by [DATE]. The selected contractor must adhere to all applicable federal regulations and VA standards, and coordinate work to minimize disruptions to hospital operations. Personnel are required to have OSHA certifications and obtain VA photo identification badges.

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Text version

D

D D D X X

X X

X

X X

X X

X X

X X X

D

LEGEND

DAMPPROOFING TYPE DP01

DAMPPROOFING TYPE DP02

WATERPROOFING TYPE WPS02

ROOFING TYPE RS01-A

FILL MATERIAL/SOIL; RE:

CIVIL DWGS

BITUMINOUS DAMPPROOFING

DRAINAGE PANEL

INSUL01 @ TYPE DP01 ONLY.

OMIT AT TYPE DP02.

INSUL, THICKNESS AS

REQD; INFILL SPACE

BTWN PAVEMENT AND

T.O. STRUCT SLAB

WHERE APPLICABLE.

BOTTOM OF INSUL BOARD TO BE

10'-0" BELOW FINISH GRADE

OR

T/ OCCUPIED FLOOR LEVEL

CONC FOUNDATION

WALL; RE: SS DWGS

NOTES:

-DAMPPROOFING DETAIL APPLIES TO

TYPES DP01 AND DP02, REFER TO

SPECS FOR FURTHER INFORMATION

-INSUL BOARD (INCLUDED IN DP01)

SHALL EXTEND 10'-0" BELOW FINISH

GRADE, OR TO THE TOP OF THE

BELOW GRADE OCCUPIED FLOOR

LEVEL, WHICHEVER IS LESS.

SECTION DETAIL -

8 DAMPPROOFING - DP01 & DP02

1 1/2" = 1'-0" 6

SECTION DETAIL -

ROOFING - RS01-B & RS32

1 1/2" = 1'-0"

PROTECTION SHEET

RUBBERIZED ASPHALT

T/ STRUCT. SLAB

CONC SLAB, SLOPED

TO DRAIN; RE: SS

DWGS

NOTE:

-ROOFING DETAIL APPLIES TO

TYPE RS01-B & RS32, REFER TO

SPECS FOR FURTHER

INFORMATION

-INSUL THICKNESS VARIES,

PROVIDE MIN THICKNESS AS

PER SPECS

PAVEMENT AT TYPE

RS32 ONLY; RE: CIVIL

DWGS.

STABILIZED AGGR AT

TYPE RS01-B ONLY (NOT

SHOWN); RE: LNDSCP

DWGS.

DRAINAGE MATT

WATER RETENTION PANEL

W/ AGGREGATE FILL

INSUL

ROOT PROTECTION

PROTECTION SHEET

RUBBERIZED ASPHALT

T/ STRUCT. SLAB

CONC SLAB, SLOPED

TO DRAIN; RE: SS

DWGS

NOTE:

-ROOFING DETAIL APPLIES TO

TYPE RS01 & RS01-A, REFER TO

SPECS FOR FURTHER

INFORMATION

-REFER TO SPECS FOR MIN

INSUL THICKNESS

SECTION DETAIL -

4 ROOFING - RS01 & RS01-A

1 1/2" = 1'-0"

DP02

DP01

DP02

DP02 DP02

DP02

DP02 DP02 DP02 DP02

ROOFING TYPE RSO1-B

EXTENSIVE/INTENSIVE

ROOF GARDEN; RE:

LNDSCP DWGS

FILTER FABRIC

ROOFING TYPE RS32

ROOFING TYPE RS02

GENERAL NOTES

1. TYPICAL AT ALL BELOW GRADE OCCUPIED SPACES, INSULATION SHALL BE

INSTALLED TO 10'-0" DEPTH BELOW GRADE, IN ACCORDANCE WITH SYSTEM

DETAIL DP01 AND SPECS.

2. TYPICAL AT SLAB ON GRADE AND CLINIC BUILDING CRAWL SPACE LOCATIONS,

INSULATION SHALL BE INSTALLED FROM GRADE TO BOTTOM OF PERIMETER

GRADE BEAM, IN ACCORDANCE WITH SYSTEM DETAIL DP01 AND SPECS.

3. AT ALL PVS SHORING WALLS (NORTH, SOUTH AND WEST) WATERPROOFING

SYSTEM WPS03 TO BE INSTALLED FROM BOTTOM OF PVS TO GRADE.

4. -

5. HYDRAULIC ELEVATORS AT PVS SHALL RECEIVED BENTONITE

WATERPROOFING SEAL AT PLUNGERS AS PER DETAIL 5/XX.AS.570-C. REFER TO

VT DWGS FOR HYDRAULIC ELEV LOCATIONS AND INFO.

6. ALL PRECAST CONC VAULTS TO RECEIVE BENTONITE WATERPROOFING IN

ACCORDANCE WITH TYPICAL SYSTEMS DETAILS AND SPECS. RE: ELEC AND IT

DWGS FOR LOCATIONS AND INFORMATION

7. UNDERSIDE OF SLABS, INCLUDING ELEVATOR PITS, SHALL RECEIVE VAPOR

RETARDER SHEET WHERE INDICATED ON STRUCT DWGS. REFER TO SPECS

FOR FURTHER INFORMATION.

8. UNDERSIDE OF PVS MAT SLAB SHALL BE WATERPROOFED USING WPS01

SYSTEM

9. REFER TO CS-1 SILL DETAILS FOR TYPICAL DAMPPROOFING AND INSULATION

DETAIL WHERE EXTERIOR WALLS MEET LEVEL 1 ROOFS

10. BELOW GRADE GARAGE/LOADING DOCK ROOF, SEE TYPICAL SYSTEM

DETAILS THIS SHEET. DIMENSIONS AND TYPES OF ROOF SYSTEMS DETERMINED

BY SURFACE MATERIALS/PLANTINGS; REFER TO LANDSCAPE & CIVIL DWGS FOR

FURTHER INFORMATION.

DP02

DP01

WPS02DP02

SLAB ON GRADE AND

VAPOR BARRIER; RE: SS

DWGS

COMPACTED GRAVEL

AND FILL MATERIAL; RE:

SS DWGS

WATERPROOFING ON

CONCRETE WALLS

WHERE NOTED; TYPE

WPS02

CONC FOUNDATION

WALL; RE: SS DWGS

WATERPROOFING UNDER

SLABS WHERE NOTED,

TYPE WPS01

NOTES:

-REFER TO WATERPROOFING SPECS

FOR FURTHER INFORMATION

PLANTING BED OR

AGGREGATE; RE:

LNDSCP DWGS

FILTER FABRIC

WATER RETENTION PANEL

W/ AGGREGATE FILL

ROOT PROTECTION

PROTECTION SHEET

PROTECTION SHEET

RUBBERIZED ASPHALT

T/ STRUCT. SLAB

CONC SLAB, SLOPED

TO DRAIN; RE: SS

DWGS

NOTE:

-ROOFING DETAIL APPLIES

TO TYPE RS34, REFER TO

SPECS FOR FURTHER

INFORMATION

SECTION DETAIL -

WATERPROOFING -

WPS01 & WPS02

1 1/2" = 1'-0" 7

SECTION DETAIL -

ROOFING - RS34

1 1/2" = 1'-0" 5

SECTION DETAIL -

ROOFING - RS02 & RS33

1 1/2" = 1'-0"

T/ STRUCT. SLAB

RUBBERIZED ASPHALT

DP02

CONC SLAB, SLOPED

TO DRAIN; RE: SS

DWGS

NOTE:

-ROOFING DETAIL APPLIES TO

TYPES RS02 AND RS33,

REFER TO SPECS FOR

FURTHER INFORMATION

-REFER TO SPECS FOR MIN

INSUL THICKNESS

DP02

WPS03 WPS03

DP02

PAVERS ON PEDESTAL

SYSTEM

INSUL, TYPE RS02 ONLY.

OMIT AT TYPE RS33.

DP02 DP02 DP02

DP01

DP02

WPS03

2 SERVICE LEVEL PLAN

1/64" = 1'-0"

RS33 RS34 RS01-A

DN

DP02 DP02 DP02

DP01

N N

DP02

DP02

DP02

RS01-B

N

DP01

DP01

DP01

DP01

DP01

RS01-A

RS01-A

RS02

DP02

DP02 DP01

RS02

DP01

RS32

RS32

DP01

SEE NOTE 9,

TYP AT EXT

WALL TO ROOF

CONNECTIONS

RS01-B

SEE NOTE 2,

TYP ALL SLABS

ON GRADE

DP01

RS01-A RS32 RS01-A DP02

RS01-A

RS01-A

RS32 RS01-A

X

X

MFD DP01

DP02

3 LEVEL 1 PLAN

1/64" = 1'-0"

RS01-A

SEE NOTE 2,

TYP ALL SLABS

ON GRADE

DP01

WPS03 GARAGE

ROOF, SEE

NOTE 10

RS01-A

1 PIPE BASEMENT PLAN

1/64" = 1'-0"

WPS03

LOADING

DOCK ROOF,

SEE NOTE 10

RS01-B

X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

RS32

DP02

RS32

DP01

DP01

DP02

RS01-B

DP01 WPS03

RS01-A

RS32 RS01-B

WPS03

WPS03 DP02

WPS03

DP02

RS01-B

RS01-A

RS01-A

RS01-B

DP01

DP02

RS01-B

WPS02 DP01 DP02

DP02 DP02

WPS02?

DP02

DP01 RS01-A

X X X X X X X X X X

RS01-A RS02

DN

DP02

SEE NOTE 2, TYP

ALL SLABS ON

GRADE

DP01

RS32

DP02

RS01

DP01

DP02

DP02 DP02 DP02 DP02

DP01 DP01 DP01 SEE NOTE 9,

TYP AT EXT

WALL TO ROOF

CONNECTIONS

DP01

DP01

DP02

DP02

DP02

BELOW GRADE DETAILS AND KEYPLANS

SOUTH PARCEL

MFD

MFD

D

DDD

DD

X X X X X X X X X X X X X X X

DP02

1 2 3 4 5 6 7 8 9 10 11 12 13 14

E

D

C

B

A

CONSULTANTS: Professional Seal

Revisions

1 2

Date

3 4 6

7 8 9

11 12 08

10 11

ARCHITECT/ENGINEERS: Key Plan

0506 04 03

Drawing Title

Approved: Project Director

Project Title

REPLACEMENT MEDICAL CENTER

FACILITY, EASTERN COLORADO

HEALTH CARE SYSTEM

Location

Date

AURORA, COLORADO

Checked

07/13/2021

12 13 14

XX.AS.570-A

Drawing Number

Building Number

Project Number

554-501 OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

N

PV

S

PV

N

PS

N

C

BS

C

BC

C

BN

C

LC

EN

C

IB

N

IB

S

D

AT

R

ES

C O

N

09 13 Drawn

NOTE: ADDITIONAL CONSTRUCTION NOTES

HAVE BEEN HIDDEN FOR CLARITY, BUT CAN BE

FOUND IN THE .DWG FILE OF THIS DRAWING.

REFERENCE THESE NOTES FOR FURTHER

INFORMATION AND BEFORE PROCEEDING WITH

ANY ACTIONS REGARDING THIS DRAWING.

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