36C25918R0207-00002010.pdf

LIMIT OF GPR SURVEY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

GI001

GENERAL INDEX

A

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Building C Demolish & Replace with Parking

1055 Clermont St., Denver, CO, 80220

554-17-112

C Project Director

DaveyRevisions: Date:

C U se rs

VH

A

EC

H G ill eD

D es kt op

4-

D ra w in gs .d w g

:0 4:

P M

VH

A

EC

H G ill eD

Demolish Building C & Replace with Parking

ARCHITECTURE ENGINEERING CONSTRUCTION

PROJECT 554-17-112

VA PROJECT TEAM

OWNER OWNER'S CONTRACTING OFFICER

VISN 19 CONTRACTING OFFICER

ROCKY MOUNTAIN CONSOLIDATED CO.

4100 E. MISSISSIPPI AVE, SUITE 900

GLENDALE, CO 80248

DESIGN INTENT

FMS

MARK BLEHM

PH:303.399.8020 EXT. 3786

VETERANS AFFAIRS

VA ECHS MEDICAL CENTER

1055 CLERMONT STREET

DENVER, CO 80220-3808

PHASING

ALL WORK WILL BE PHASED AND APPROVED BY COR AND VA PERSONNEL.

WORK TO TAKE PLACE DURING BUSINESS HOURS. IF WORK CAN NOT BE

COMPLETED DURING BUSINESS HOURS WORK WILL BE SCHEDULED AT NIGHT

OR ON WEEKENDS. CONTRACTOR TO COORDINATE EACH TASK AND PHASE

WITH COR AND STAFF TWO (2) WEEKS IN ADVANCE.

INDEX OF DRAWINGS

DRAWING TITLEDWG NO.

GENERAL INDEX 1 OF 3

SHEET OF #

GI001

SITE PLAN LOCATION DETAIL

STAGING

AREA

CONSTRUCTION

FENCE

AREA OF

DEMOLITION

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

DEMOLITION PLANCD001

PAVING PLANCP001

IF APPLICABLE:

HOT WORK PERMITS.

PERMITS MUST BE OBTAINED 24 HOURS PRIOR TO COMMENCEMENT

OF WORK, WHENEVER POSSIBLE. ORIGINAL PERMIT TO BE POSTED

WHERE WORK IS BEING PERFORMED; CONTRACTOR MUST RETURN

PERMIT TO SAFETY OFFICE WHEN WORK IS COMPLETED.

FIRE WATCH. CONTRACTOR MUST INITIAL, DATE AND TIME EVERY 30

MINUTES AFTER HOT WORK HAS STARTED.

SPRINKLER WORK. CONTRACTOR TO OBTAIN HOT WORK PERMIT

PRIOR TO ANY WORK CONSISTING OF CUTTING, WELDING, SOLDERING,

BRAZING, ETC IS PERFORMED OR WHEN SPRINKLER SYSTEM IS

COMPROMISED FOR MORE THAN FOUR (4) HOURS.

CONTRACTOR TO PROVIDE WARNING SIGNAGE AND DIRECTIONAL

SIGNAGE THAT SHALL BE POSTED IN CONSTRUCTION AREA WHILE

WORK IS PERFORMED.

CONFINED SPACE. CONTRACTOR TO OBTAIN CONFINED SPACE

PERMIT PRIOR TO ENTRY INTO MECHANICAL CHASE. ENSURE IT IS

APPROVED BY VA SAFETY DEPARTMENT AND COR.

INTERIM LIFE SAFETY MEASURES (ILSM)

CONTRACTOR

ACCESS PATH

STAGING

AREA

LIMIT OF GPR SURVEY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CD101

DEMOLITION PLAN

A

Fi le P at h

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1055 Clermont St., Denver, CO, 80220

554-17-112

C Project Director

Issue date Chkd By Drwn ByRevisions: Date:

GENERAL NOTES

KEY NOTES

GRAPHIC KEY

Demolish Building C & Replace with Parking

1. TERMINATE TELE-COMM CABLE AT MANHOLE. LEAVE CONDUIT IN PLACE.

2. COORDINATE GAS SERVICE REMOVAL WITH UTILITY.

3. CUT AND CAP WATER AT LOCATION SHOWN. REMOVE ABANDONED PIPE.

4. REMOVE TELE-COMM CABLE LEADING TO BLDG 4. REMOVE ABANDONED CONDUIT.

5. CUT AND CAP SANITARY SEWER AT MANHOLE.

6. REMOVE LOW VOLTAGE POWER CABLE BACK TO TRANSFORMER, TR8.

7. REMOVE EXISTING CHILLER, CONCRETE PAD, FENCE, PAD TRANSFORMER, UNDERGROUND

ELECTRICAL, AND UNDERGROUND PIPING.

8. REMOVE CURB SECTION FOR NEW ROAD.

9. REMOVE HANDICAP RAMP.

10. TERMINATE FIRE ALARM WIRING AT JUNCTION BOX IN BUILDING 4. REMOVE ABANDONED

CONDUIT AND WIRE.

DEMOLITION AREA

DEMO PLAN

1. Contractor shall conduct GPR survey to verify all existing conditions and layouts prior to demolition. Notify COR of deviations.

2. Contractor shall use necessary means to protect all items not designated for removal and shall provide appropriate dust control. Coordinate location of dust containment with COR prior to initiating demolition work.

3. Contractor shall recycle materials per attached specification 01 74 19, Construction Waste Management. Contractor shall inform VA of all quantities of materials recycled in this manner per this specification.

4. Contractor shall submit demolition plan and site staging plan for VA approval prior to beginning work. Demolition may be performed by method of contractor's choice. Hospital is operational 24/7 and contractor shall be mindful of noise and dust control measures and their impact on the hospital in their planning and during demolition.

5. Area of demolition is a very active area of the campus and includes a loading dock & oxygen storage tanks whose free-flow of traffic must be maintained and operations cannot be hindered at any time. Contractor’s staging plan shall be mindful of these areas and of all hospital functions. Contractor to install temporary fencing to protect the outside flow of traffic and keep debris within the limits of disturbance for this work.

6. Contractor shall cut, cap, and remove abandoned site utilities, including water, sewer, natural gas, and electric back to the main line of their respective utility, without disrupting any utility services to adjacent buildings.

7. Contractor to maintain integrity / mitigate potential risk of collapse of low-voltage utility bank between Buildings 6 & 23 throughout the duration of this project - reference existing site utility plans for location of concern.

8. All utility shutdowns shall be coordinated with COR at least 2 weeks prior. Contractor to coordinate shut-down and deprogramming of the Fire Alarm System with Simplex Grinnell and Biomed during demolition and at the time of hand-off.

FIRE ALARM SYSTEM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CP101

PAVING PLAN

A

Fi le

P at h

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1055 Clermont St., Denver, CO, 80220

554-17-112

C Project Director

Issue date Chkd By Drwn ByRevisions: Date:

GENERAL NOTES

PAVING DETAILS

Demolish Building C & Replace with Parking

10 NEW

STANDARD

PARKING

SPACES

2" [50mm] MINIMUM OR THICKNESS OF EXISTING GRAVEL.

GRAVEL PATCH3

NTS

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

COMPACTED

BACKFILL

CRUSHED GRAVEL

EXISTING

SURFACE

1. Contractor shall verify all existing conditions and layouts prior to demolition. Notify COR of deviations.

2. Contractor shall use necessary means to protect all items not designated for removal and shall provide appropriate dust control. Coordinate location of dust containment with COR prior to initiating demolition work.

3. Contractor shall recycle materials per attached specification 01 74 19, Construction Waste Management. Contractor shall inform VA of all quantities of materials recycled in this manner per this specification.

4. Direct water to existing storm water system and crown area to prevent creating any low points which could collect water.

5. Drainage/Finished Grading Plan shall be submitted to COR for approval prior to starting work.

NEW SIDEWALK

ASPHALT

SURFACE

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR

BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER

IS GREATER.

PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA

STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT

EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT

WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH

PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

TYPE 2 UTILITY TRENCH PATCH2

NTS

TRENCH WIDTHS

GREATER THAN

4'-0" [1219mm]

TRENCH

BACKFILL

SAW CUT EXISTING.

ASPHALT FULL

DEPTH BOTH SIDESTACK COAT (TYP.)

EXISTING ASPHALT

CONCRETE PAVEMENT

PATCH WIDTH IN

ACCORDANCE WITH

AGENCY

REQUIREMENTS

GRANULAR MATERIAL

OR PCC

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO VA

STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT

EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT

WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR

BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER

IS GREATER.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH

PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

TYPE 1 UTILITY TRENCH PATCH1

NTS

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

ABC 100% MIN.

COMPACTION

ASPHALTIC CONCRETE

SAW CUT EXISTING.

ASPHALT FULL

DEPTH BOTH SIDESTACK COAT (TYP.)

EXISTING

PAVEMENT

PAVING PLAN

NTS

CONCRETE SIDEWALK

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'

[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.

5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR

THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH

A FINE BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

1" [25mm]

SCORED OR SAWCUT

CONTRACTION JOINT.

TOP OF CURB

1/4" [6mm]

DEEP SCORED

JOINTS

1/4" [6mm] R.

(TYP.) FORMED

JOINTS ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH

1/4" [6mm] BITUMINOUS

JOINT FILLER

1% MIN.

2% MAX.

1% MIN.

2% MAX.

[1 m m

6" M

IN

VARIES PER PLANS 0' MIN.

10.5' MAX.

[3200mm]

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

[5 m m

3/

[1 m m

4" (T

YP

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) P

LA

N S

P

ER

P

ER

P

LA

N S

PLAN

2" [51mm] R.

H=DESIGN REVEAL

NOTES:

1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE

A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI.

2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15'

[4572mm].

3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE

LOCATED AT TANGENT POINTS IN CURB RETURNS,

TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm]

INTERVALS. EXPANSION MATERIAL SHALL ALSO BE

PLACED BETWEEN CURBS AND ADJACENT STRUCTURES,

SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS.

THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE

FULL DEPTH OF THE CONCRETE.

4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL

FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG

THE LENGTH OF THE CURB OR CURB AND GUTTER.

5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF

FORMS OR MAY BE SLIP FORMED.

6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL

BE FINISHED WITH A TOOL HAVING A 1/4" [6mm]

RADIUS UNLESS A LARGER RADIUS IS INDICATED BY

THE APPLICABLE STANDARD DETAIL OR PROJECT

PLANS.

7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm].

8. FOR REVEALS OF 8" [203mm] TO 10" [254mm].

CONCRETE CURB4

NTS

ROADWAY &

PAVEMENT

WIDTH

CONCRETE VERTICAL CURB

[241mm]

NOTE 7

9 1/2"

[254mm]

NOTE 8

10"

[4 m m

N O

TE

[3 m m

N O

TE

6" [152mm]

"H

1:4 CURB

BATTER

PERIMITER

CURB