70-09 Architectural Dwgs BP E rv.pdf

SIGN

SIGN

METAL PLATE

1'

B B

16-SPACES

14-SPACES

6-MOTORCYCLE SPACES

24-SPACES

2-SPACES

7-

SPA

CE

S

5-SPACES 6-SPACES 5-SPACES

SPOIL PILE

SIGN

SI

GN

SS

(PER

PLAN)

4-

SPA

CES

12-

SPA

CES

17-SPACES

1- S P A C E

LS

LS

SIGN

LS WV

WVWM

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SIGN

SIGN

SIGN

SIGN

ICV

SIGN

SIGN

WV

WV

WV

CO

FH

WV

SIGN

ELEC

LS

CO

CO

EXISTING

ENERGY

CENTER (BLDG

# 70)

ENERGY CENTER CIRCLE

EXISTING

ELECTRICAL

UTILITIES

(BLDG # 87)

EXISTING

WATER TANK

CONCRETE FLAT WORK,

REFER CIVIL

REFER MECHANICAL DRAWING FOR

ADDITIONAL PHASING INFORMATION ON

PROPOSED COOLING TOWERS

EXISTING RETAINING

WALL, TO REMAIN

CHAIN LINK FENCE TO BE EXTENDED AROUND

PROPOSED COOLING TOWERS. AT EXTENDED

PERIMETER, PROVIDE NEW FENCING WITH NEW

VERTICAL PRIVACY SLATS TO MATCH MATERIAL,

GAUGE, COLOR AND CONFIGURATION OF EXISTING

FENCING AND EXISTING VERTICAL PRIVACY SLATS

EXISTING

SCREENED

TURBINE YARD

COOLING TOWERS

(BLDG # 37)

EXISTING UNDERGROUND

FUEL STORAGE TANKS,

REFER CIVIL DRAWINGS

EXISTING

FUEL

STATION

REFER MECHANICAL

DRAWINGS FOR

PROPOSED CHILLER

PLANT WORK

LIBERTY LOOP

LTSCI PARKING GARAGE

(BLDG # 82)

70-A-101

F6

EXISTING CHAIN LINK

FENCE, TO REMAIN

REFER TI F1/70-AS-102 FOR PARTIAL SITE

PLAN - DEMOLITION

REPAIR EXISTING CONCRETE TO REMAIN AT LOCATIONS WHERE:

CANOPY COLUMNS REMOVED OR INSTALLED; AT PORTIONS IMPACTED

BY WORK IN THIS CONTRACT; AND AT EXISTING SURFACE DEFECTS

70-AS-102

C1 Sim

SITE PLAN GENERAL NOTES

1. ARCHITECTURAL SITE PLAN INFORMATION IS MEANT TO ILLUSTRATE THE OVERALL

SITE CONCEPT AND CONFIGURATION ONLY. ANY SPECIFIC SITE RELATED

INFORMATION CAN BE FOUND ON THE APPROPRIATE DISCIPLINES DRAWINGS.

2. REFER CIVIL DRAWINGS FOR INFORMATION REGARDING REGRADING, SITE

UTILITIES, AND UTILITY TUNNEL.

3. REFER LANDSCAPE DRAWINGS FOR ALL EXISTING TREES TO BE PROTECTED,

RELOCATED, AND / OR REMOVED.

4. REFER LANDSCAPE DRAWINGS FOR INFORMATION ON PLANTING AND GROUND

COVER .

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W

V A -L

T S C

IF

-D \3

B A

-C E P -2

-k k is e r.

R V T

/1

/2

:4

:2

A

M

W:\VA-LTSCIF-D\309070B8A-CEP-2018-kkiser.RVT

70-AS-101

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820E

TEAM

ARCHITECTURAL - SITE PLAN

ENERGY CENTER AND COOLING TOWERS

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

02 JUNE 2020

BID PACKAGE E

SCALE: 1" = 20'-0"F6 ARCHITECTURAL - SITE PLAN 0' 10' 20' 40' 80'

NORTH

PLAN

KEYED NOTES 142

NUMBER DESCRIPTION

1 EXISTING CANOPY TO BE DEMOLISHED

2 REFER STRUCTURAL DRAWINGS AND SHEET 70-A-101 FOR

PROPOSED CANOPY

AT

T S

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S A

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LAB

1 0 9 0 0

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RED ARCH

ITE

C T

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I II

06/02/2020

T

GENERAL DEMO NOTES

1. COORDINATE ALL DEMOLITION WITH THE INFORMATION PROVIDED IN THIS

SET OF CONTRACT DOCUMENTS. REFER TO CIVIL DOCUMENTS FOR ALL SITE

RELATED DEMOLITION SCOPE, INCLUDING UTILITIES.

2. VA RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM

ITEMS NO LONGER NEEDED WHETHER OR NOT THOSE ITEMS WERE

SPECIFICALLY NOTED FOR REMOVAL, RELOCATION, OR RETURN TO THE VA.

ALL OTHER MATERIALS TO BE REMOVED SHALL BE DISPOSED OF IN

ACCORDANCE WITH APPLICABLE VA REQUIREMENTS, APPLICABLE CODES

AND LOCAL ORDINANCES.

3. BEFORE WORK PROCEEDS CONTRACTOR SHALL REVIEW FIELD CONDITIONS

AND CRITICAL DIMENSIONS AT ALL WORK AREAS AND NOTIFY RESIDENT

ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BETWEEN

CONSTRUCTION DOCUMENTS AND EXISTING CONSITIONS.

4. GENERAL CONTRACTOR REQUIRED TO COORDINATE DEMOLITION

ACTIVITIES FOR ALL TRADES. GENERAL CONTRACTOR SHALL MAINTAIN AND

PROTECT EXISTING ELEMENTS AND EQUIPMENT TO CONTINUE IN SERVICE.

CONSULT "GENERAL REQUIREMENTS" AND "SOLICITATION" FOR ADDITIONAL

INFORMATION REGARDING SUCH PROTECTION AND MAINTENANCE, AND FOR

SYSTEM SHUTDOWN SCHEDULING AND ETC. COORDINATE ALL SUCH

ACTIVITIES WITH VA RESIDENT ENGINEER.

5. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL

STRUCTURES, IMPROVEMENTS, AND UTILITIES ON OR ADJACENT TO THE

WORK SITE WHICH ARE NOT INDICATED OR IMPLIED WITHIN THE SCOPE OF

THE DOCUMENTS TO BE REMOVED.

6. CONTRACTOR SHALL EXERCISE REASONABLE CARE AS EXCAVATION

PROCEEDS TO MINIMIZE AND LIMIT DAMAGE TO ANY EXISTING CONDUIT,

PIPING, AND UNDERGROUND APPURTENANCES THAT MAY BE

ENCOUNTERED.

7. NOTIFY RESIDENT ENGINEER AND ARCHITECT OF UNEXPECTED

SUBSURFACE CONDITIONS.

8. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT

CLEAN AT ALL TIMES.

9. PLUMBING, AND ELECTRICAL DEVICES AND FIXTURES, ETC. NOT REUSED

SHALL BE DELIVERED TO OWNER. COORDINATE THIS WITH THE VA RESIDENT

ENGINEER.

EXISTING CANOPY TO BE DEMOLISHED

EXISTING FENCE AT THIS END OF

ENCLOSED PERIMETER TO BE DEMOLISHED

EXISTING FENCE TO REMAIN

PORTIONS OF EXISTING PAVING TO BE DEMOLISHED

AND REPLACED TO ACCOMMODATE UNDERGROUND

PIPING AND RELATED WORK EFFORT

FOUR EXISTING COOLING

TOWERS TO BE DEMOLISHED

TWO EXISTING COOLING

TOWERS TO REMAIN IN SERVICE

EXISTING FENCE TO REMAIN

ALL EXISTING COOLING TOWER BASINS TO REMAIN.

INTERIOR AND EXTERIOR OF FOUR EXISTING COOLING

TOWER BASINS (AND THEIR SUMPS) TO BE PATCHED

AND REPAIRED. INTERIOR OF FOUR EXISTING COOLING

TOWER BASINS (AND THEIR SUMPS) TO BE

PATCHED/REPAIRED, PRIME PAINTED, AND TO RECEIVE

FINAL COATING AS PER SPECIFICATION SECTION 09 91 00

(INCLUDING BUT NOT LIMITED TO PARAGRAPHS 3.2F,

3.5H, AND 3.6F.)

EXISTING COOLING TOWERS TO BE DEMOLISHED

EXISTING COOLING TOWERS TO REMAIN

REFER TO MECHANICAL AND ELECTRICAL FOR

DISPOSITION OF EXISTING EQUIPMENT AND

RELATED APPURTENANCES (TYP)

EXISTING CANOPY TO BE DEMOLISHED

END OF EXISTING COOLING TOWERS

TO BE DEMOLISHED

EXISTING FENCE TO REMAIN

EXISTING FENCE AT THIS END TO BE

DEMOLISHED

EXISTING CANOPY TO BE

DEMOLISHED

EXISTING LADDERS (2) TO BE

REMOVED, SAVED, PROTECTED, AND

REINSTALLED AT THE NEW COOLING

TOWER CONFIGURATION AT

APPROXIMATE LOCATIONS INDICATED

BY MECHANICAL. COORDINATE FINAL

PLACEMENT AND INSTALLATION AT

NEW LOCATIONS WITH MANUFACTURER

REQUIREMENTS AND WITH RESIDENT

ENGINEER. CONTRACTOR TO PROVIDE

ENGINEERED ATTACHMENT

PROVISIONS FOR LADDERS AT NEW

LOCATIONS AND MODIFY EXISTING

LADDERS AS NEEDED.

CONTRACTOR TO FULLY COORDINATE

PORTION OF EXISTING CONCRETE

FLOOR SLAB TO BE REMOVED AND

REPLACED TO ACCOMODATE

REPLACEMENT OF MECHANICAL PIPING

AT THIS LOCATION (REF. MECHANICAL

AND STRUCTURAL FOR ADDITIONAL

INFORMATION

FOUR EXISTING COOLING

TOWERS TO BE DEMOLISHED

AND REPLACED

EXISTING CANOPY AND ITS SUPPORT SYSTEM

ADJACENT TO EXISTING COOLING TOWERS

TO BE DEMOLISHED. CONTRACTOR TO FIELD

VERIFY EXTENTS OF EXISTING CANOPY AND

ETC. MAINTAIN AND PROTECT EXISTING

ELEMENTS AND EQUIPMENT TO REMAIN

THIS END OF EXISTING FENCE

TO BE DEMOLISHED; ALL

OTHER SIDES TO REMAIN

NOTE: PORTIONS OF EXISTING CONCRETE

PAVING WILL NEED TO BE REMOVED AND

REPLACED TO ACCOMMODATE REMOVAL AND

INSTALLATION OF UNDERGROUND PIPING AND

ETC. WITHIN THE SCOPE OF WORK

TWO EXISTING COOLING

TOWERS TO REMAIN IN SERVICE

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W

V A -L

T S C

IF

-D \3

B A

-C E P -2

-k k is e r.

R V T

/2

/2

:3 :2

P

M

W:\VA-LTSCIF-D\309070B8A-CEP-2018-kkiser.RVT

70-AS-102

CONSTRUCTION

VA-LTSCIF-D

Checker

549-820E

Author

PARTIAL SITE PLAN - DEMOLITION

ENERGY CENTER AND COOLING TOWERS

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

02 JUNE 2020

BID PACKAGE E

A T

T S

XETE FO

S A

M

LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

I F

A

T T

AI

O N

I II

06/02/2020

SCALE: 1" = 1'-0"D1

EXISTING COOLING TOWERS -

EXTERIOR

SCALE: 1/2" = 1'-0"C5

EXISTING COOLING TOWERS -

BACK SIDE

SCALE: 1/2" = 1'-0"E7 EXISTING CANOPY

SCALE: 1/2" = 1'-0"E5 EXISTING COOLING TOWERS

SCALE: 1/2" = 1'-0"C1

PARTIAL SITE PLAN -

DEMOLITION

EXISTING

CONCRETE

PAVEMENT

LS

LS

F5

70-A-301

T5

T6

T4

T3

T2

T1

8'

8'

4'

TA TB TC TD TE TFTE.9 TG TH

2' - 0" 16' - 0" 16' - 0" 1' - 0" 14' - 0" 1' - 0" 15' - 0"

TF.9 TG.9 TG.10 TG.11 TLTKTI.9 TJTITH.9

1' - 0" 15' - 0" 1' - 0" 16' - 9" 1' - 0" 15' - 5" 1' - 0" 15' - 0" 1' - 0" 16' - 1" 2' - 0"

LINE OF CANOPY

ABOVE

LINE OF

CANOPY ABOVE

LINE OF

CANOPY

ABOVE

70-A-301

F1

70-A-301

F1

SIM

SIM

CHAIN LINK FENCE

EXTENSION, FIELD

VERIFY

CHAIN LINK FENCE

EXTENSION, FIELD

VERIFY

C H

A

IN

L

IN

K F

E N

C E

X T

E N

S

IO

N , F

IE

LD

V

R

IF

Y

70-A-301

SIM, OH

F1

EXISTING

COOLING

TOWER

EXISTING

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

57' - 8"

SPECIAL DEMO NOTE:

REFER TO DRAWING 70-AS-102 FOR

INFORMATION CONCERNING DEMOLITION OF

EXISTING CANOPY

C1

70-A-301

EXISTING GRATES

TO BE REUSED

PROVIDE

GRATES SIMILAR

TO EXISTING AT

NEW SUMP

LOCATIONS

SAFEDECK SLIP-RESISTANT PANELS (OR

APPROVED EQUAL) AT OPEN TOWER SLOT

AND AT PERIMETER OF NEW

TOWERS. REFER STRUCTURAL FOR

SUPPORT FRAMING AND ADDITIONAL

INFORMATION

INTERIOR AND EXTERIOR OF FOUR EXISTING COOLING TOWER

BASINS (AND THEIR SUMPS) TO BE PATCHED AND REPAIRED.

REFER TO PLAN GENERAL NOTES FOR ADDITIONAL INFORMATION

F5

70-A-301

T5

T6

T4

T3

T2

T1

TA TB TC TD TE TFTE.9 TG THTF.9 TG.9 TG.10 TG.11 TLTKTI.9 TJTITH.9

GUTTER AND DOWN

SPOUT SYSTEM; SLOPE

TO DRAIN

R E

F E

R S

T R

U C

T U

R A

L

C A

N O

P Y

E X

T E

N T

+ 0

+ 1

+ 0

+ 1

+ 0

+ 1

+ 0

+ 1

C1

70-A-301

CONTRACTOR TO COORDINATE AND

VERIFY CLEAR OPENING REQUIREMENT

AT NEW CANOPY FOR EXISTING PIPING

SERVING EXISTING TOWERS TO REMAIN

SUPPORT RAIN GUTTER INDEPENDENTLY

FROM ROOF PANELS SLATED FOR

REMOVAL/REINSTALLATION. THOUGH THE

GUTTER WILL BE PLACED IN CLOSE

PROXIMITY TO ALL ROOF PANELS, DO NOT

ATTACH GUTTER DIRECTLY TO SPECIFIC

ROOF PANELS (THREE PANELS EACH AT NINE

PUMP LOCATIONS) WHICH ARE NEEDED FOR

FUTURE PANEL REMOVAL/REINSTALLATION

TO ACCOMMODATE PUMP INSTALLATION/

REPLACEMENT

REFER ELETRICAL FOR LIGHTING

PROVISIONS AT UNDERSIDE OF

STRUCUTRAL FRAMING. DO NOT CONNECT

WITH OR SUPPORT ANY LIGHTING

PROVISIONS FROM ROOF PANELS

CANOPY DECK IS 24GA 18" TEE-LOCK

PANEL SYSTEM (BY BERRIDGE, OR

APPROVED EQUAL)

PLAN GENERAL NOTES

1. UNLESS NOTED OTHERWISE, ALL PLAN DIMENSIONS ARE TAKEN TO THE CENTERLINE

OF COLUMN AND TO EXTERIOR FACE OF BUILDING MASONRY & THE FINISH FACE OF

THE PARTITION.

2. INSTALL FIRE TREATED WOOD BLOCKING AS REQUIRED TO SUPPORT WALL

MOUNTED DEVICES.

3. ALL ROOFS TO BE MODIFIED BITUMINOUS ROOF SYSTEM WITH WHITE REFLECTIVE

SURFACE, UNLESS NOTED OTHERWISE.

4. ALL ROOFS SLOPE TO BE 1/4 INCH PER FOOT MINIMUM WHERE SHOWN, INCLUDING

CRICKETS.

5. ROOF MOUNTED EQUIPMENT NOT SHOWN, PROVIDE ALLOWANCE FOR CRICKETS.

6. ALL EXISTING COOLING TOWER BASINS TO REMAIN. INTERIOR AND EXTERIOR OF

FOUR EXISTING BASINS (AND THEIR SUMPS) TO BE PATCHED AND REPAIRED PER

SPECIFICATION 09 91 00.

7. INTERIOR OF FOUR EXISITING COOLING TOWER BASINS (AND THEIR SUMPS) TO BE

PATCHED/REPAIRED, PRIME PAINTED, AND TO RECEIVE FINAL COATING AS PER

SPECIFICATION SECTION 09 91 00 (INCLUDING BUT NOT LIMITED TO PARAGRAPH 3.2F,

3.5 H, AND 3.6F.)

8. INTERIOR OF THREE NEW COOLING TOWER BASINS (AND THEIR SUMPS) TO BE

PREPARED, PRIME PAINTED AND TO RECEIVE FINAL COATING AS PER SPECIFICATION

SECTION 09 91 00 (INCLUDING BUT NOT LIMITED TO PARAGRAPHS 3.2F, 3.5H, AND

3.6F.)

PLAN LEGEND

SYMBOL DESCRIPTION

+ 0

+ 3

SLOPE OF ROOF MEMBRANE

ADDITIONAL SLOPED INSULATION (APPROXIMATE)

RIGID INSULATION

KEYED NOTES 142

NUMBER DESCRIPTION

D A

T E S

T A

M P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

W

V A -L

T S C

IF

-D \3

B A

-C E P -2

-k k is e r.

R V T

/2

/2

:5 :5

P

M

W:\VA-LTSCIF-D\309070B8A-CEP-2018-kkiser.RVT

70-A-101

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820E

TEAM

ARCHITECTURAL - FLOOR AND ROOF PLAN

ENERGY CENTER AND COOLING TOWERS

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

02 JUNE 2020

BID PACKAGE E

SCALE: 1/8" = 1'-0"F6 FLOOR PLAN

SCALE: 1/8" = 1'-0"C6 ROOF PLAN

A T

T S

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LAB

1 0 9 0 0

R E G

IS

TE

RED ARCH

ITE

C T

A

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A

T T

AI

O N

T5 T6T4T3T2T1

CT - LEVEL 1

525' - 6"

10' - 0" 8' - 2" 8' - 0" 4' - 9" 10' - 0"

70-A-301

C2 70-A-301

C5

GALVANIZED METAL DOWNSPOUT AT

EACH COLUMN, PAINTED (COLOR - TBD)

CONCRETE SPLASH BLOCK

AT EACH DOWNSPOUT

CONCRETE FLATWORK,

REFER CIVIL

GALVANIZED METAL GUTTER, PAINTED (COLOR -

TBD). SUPPORT RAIN GUTTER INDEPENDENTLY

FROM ROOF PANELS SLATED FOR

REMOVAL/REINSTALLATION. DO NOT ATTACH

GUTTER DIRECTLY TO SPECIFIC ROOF PANELS

WHICH ARE NEEDED FOR FUTURE PANEL

REMOVAL/REINSTALLATION TO ACCOMMODATE

PUMP INSTALLATION/ REPLACEMENT

24GA 18" TEE-LOCK PANEL (BY

BERRIDGE, OR APPROVED EQUAL)

CONCRETE BASIN, REFER

STRUCTURAL

CONTINUOUS UNDER SLAB

VAPOR BARRIER, TYPICAL

CONTINUOUS UNDER SLAB

VAPOR BARRIER, TYPICAL

CONTINUOUS WATER

PROOFING MEMBRANE W/

PROTECTION BOARD TO BE

APPLIED ON WALLS BELOW

GRADE

CHAIN LINK FENCE, MATCH EXISTING

M A

T C

H E

X

IS

T

IN

G F

E N

C E

C H

A

IN

L

IN

K F

E N

C E

, H E

IG

H

T T

O

CONCRETE FLATWORK,

REFER CIVIL

COOLING TOWER,

REFER MECHANICAL

538.0' TOP CEMH RET WALL 538' - 0"

T6

GALVANIZED METAL GUTTER,

PAINTED (COLOR - TBD). SUPPORT

RAIN GUTTER INDEPENDENTLY FROM

ROOF PANELS SLATED FOR

REMOVAL/REINSTALLATION. DO NOT

ATTACH GUTTER DIRECTLY TO

SPECIFIC ROOF PANELS WHICH ARE

NEEDED FOR FUTURE PANEL

REMOVAL/REINSTALLATION TO

ACCOMMODATE PUMP INSTALLATION/

REPLACEMENT

24GA 18" TEE-LOCK PANEL (BY

BERRIDGE, OR APPROVED EQUAL)

GALVANIZED METAL

DOWNSPOUT, PAINTED (COLOR -

TBD)

STEEL MEMBERS, REFER

STRUCTURAL, PAINTED (COLOR -

TBD)

70-A-301

A2

538.0' TOP CEMH RET WALL 538' - 0"

T4

24GA 18" TEE-LOCK PANEL (BY

BERRIDGE, OR APPROVED EQUAL)

STEEL MEMBERS, REFER

STRUCTURAL, PAINTED

(COLOR - TBD)

70-A-301

A2

SIM

M A

T C

H H

E

IG

H T

O F

E X

IS

T

IN

G

F E

N C

E

MAXIMUM 10'-0" BETWEEN POSTS

MATCH NUMBER OF BARB

WIRE STRANDS AS

EXISTING FENCE-VIF

1' - 0"

T Y

P P

O S

T F

O O

T

IN

G

3'

AT EXTENDED PERIMETER, PROVIDE NEW

FENCING WITH NEW VERTICAL PRIVACY

SLATS TO MATCH MATERIAL,

GAUGE, COLOR AND CONFIGURATION OF

EXISTING FENCING AND EXISTING

VERTICAL PRIVACY SLATS

24GA 18" TEE-LOCK PANEL (BY

BERRIDGE, OR APPROVED EQUAL)

NOTE: NO GUTTER AT SIMILAR.

T5 T6T4T3T2T1

CT - LEVEL 1

525' - 6"

PIPE SUPPORT ROOF

537' - 6"

GALVANIZED METAL DOWNSPOUT AT EACH

COLUMN, PAINTED (COLOR - TBD)

CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT

EXISTING CONCRETE FLATWORK TO REMAIN

GALVANIZED METAL GUTTER, PAINTED (COLOR -

TBD). SUPPORT RAIN GUTTER INDEPENDENTLY

FROM ROOF PANELS SLATED FOR

REMOVAL/REINSTALLATION. DO NOT ATTACH

GUTTER DIRECTLY TO SPECIFIC ROOF PANELS

WHICH ARE NEEDED FOR FUTURE PANEL

REMOVAL/REINSTALLATION TO ACCOMMODATE

PUMP INSTALLATION/ REPLACEMENT

24GA 18" TEE-LOCK PANEL (BY BERRIDGE, OR

APPROVED EQUAL)

CONCRETE CONCRETE BASIN TO BE REPAIRED

AND REFURBISHED

PROTECT AND REPAIR EXISTING

WATERPROOFING SYSTEM AT PERIMETER

AREAS IMPACTED BY THE SCOPE OF WORK

CHAIN LINK FENCE, MATCH EXISTING

EXISTING CONCRETE

FLATWORK TO REMAIN

10' - 0" 8' - 2" 8' - 0" 4' - 9" 10' - 0"

70-A-301

C5

SIM

70-A-301

C2

SIM

SAFEDECK SLIP-RESISTANT PANELS (OR

APPROVED EQUAL) AT OPEN TOWER SLOT AND

AT PERIMETER OF NEW TOWERS. REFER

STRUCTURAL FOR SUPPORT FRAMING AND

ADDITIONAL INFORMATION.

REFER ELETRICAL FOR LIGHTING PROVISIONS

AT UNDERSIDE OF STRUCUTRAL FRAMING. DO

NOT CONNECT WITH OR SUPPORT ANY

LIGHTING PROVISIONS FROM ROOF PANELS

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Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

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97 8654321

FILE NAME

Project Abbreviation

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Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

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W:\VA-LTSCIF-D\309070B8A-CEP-2018-kkiser.RVT

70-A-301

CONSTRUCTION

VA-LTSCIF-D

TEAM

549-820E

TEAM

ARCHITECTURAL - SECTIONS AND DETAILS

ENERGY CENTER AND COOLING TOWERS

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

02 JUNE 2020

BID PACKAGE E

SCALE: 1/4" = 1'-0"F5 SECTION - NEW CANOPY ATNEW BASIN

SCALE: 1 1/2" = 1'-0"C2 DETAIL - CANOPY FASCIA & GUTTER

SCALE: 1 1/2" = 1'-0"C5 DETAIL - CANOPY FASCIA

SCALE: 1/2" = 1'-0"F1 ELEVATION - CHAIN LINK FENCE

SCALE: 3" = 1'-0"A2 DETAIL - FASCIA

SCALE: 1/4" = 1'-0"C1 SECTION -NEW CANOPY AT EXISTING BASIN

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