CLC Canopy - 100 Construction Drawings.pdf

Melrose Holmgreen

M er to n

W ur zb ac h

R oa d

M in te r

B lv d.

Sch eele

Von

St.

SCI

MAIN BUILDING

POLYTRAUMA

WAREHOUSE

CLC

PD

CANTEEN

GATE

LO

CKED

(G

ARAGE)

W ur zb ac h Merton Minter

Melrose Holmgreen

VAU.S. Department of Veterans Affairs

REPAIR AND LEVEL CLC

CANOPY CONCRETE FLOOR

7400 MERTON MINTER BLVD.,

SAN ANTONIO, TEXAS 78229

PROJECT No. 671-21-147

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

SITE

SITE MAP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% 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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd.

San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

3/1/2023 RM, RM RMRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPAIR AND LEVEL CLC

CANOPY CONCRETE FLOOR

Fi le

P at h:

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C

LC

D es ig n\

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JOHN (JP) PABON, JR.

3/1/2023

GENERAL NOTES:

1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THESE APPROVED PLANS.

2. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH

APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL HEALTH AND SAFETY

ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE PURCHASED FROM THE U.S.

GOVERNMENT PRINTING OFFICE. INFORMATION AND RELATED REFERENCE MATERIALS MAY

BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS.

3. THE CONTRACTOR SHALL NOT DISPOSE OF SURPLUS EXCAVATED MATERIAL FROM THE SITE

WITHOUT THE APPROVAL OF THE COR.

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED AND GRADED TO DRAIN.

5. ALL DEBRIS AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE IN A MANNER NOT

TO DAMAGE THE OWNER PRIOR TO ACCEPTANCE OF THE PROJECT.

6. CONTRACTOR TO CONTACT TEXAS ONE-CALL FOR LOCATION OF EXISTING UTILITIES.

7. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND

HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY IN CONNECTION WITH THE

WORK PERFORMED ON THIS PROJECT EXCEPTING FROM LIABILITY ARISING FROM SOLE

NEGLIGENCE OF THE OWNER OR ENGINEER.

COVER SHEET

C-000

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% 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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd.

San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

3/1/2023 RM, RM RMRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPAIR AND LEVEL CLC

CANOPY CONCRETE FLOOR

Fi le

P at h:

/2 8/

:0

PM

M :\2

VA

C

LC

D es ig n\

.0

C

AD

D \C iv il\

IN

FE

C

TI

O U

S D

IS

EA

SE

C

O N

TR

O

L

PL

AN

.d w g

JOHN (JP) PABON, JR.

3/1/2023

INFECTIOUS CONTROL

RISK ASSESSMENT (ICRA)

C-001

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

2/28/2023 RM BHRevisions: Date:

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

REPAIR and LEVEL CLC

CANOPY CONCRETE FLOOR

F i l e

P a t h

P

C

I D o j e c t s o j e c t s

V

A S

A

C

L a n o p y

F i n a l

C

D

S p e c i f i c a t i o n s

A

A b b r e v i a t i o n s y m b o l s d w g

JOHN (JP) PABON, JR.

100% CONSTRUCTION DOCUMENTS

Interior Delineations

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MARCH 01, 2023

A 000

NEWEXISTINGDEMO DESCRIPTION

SYMBOLS AND KEYS

ABBREVIATIONS

GENERAL NOTESWALL SYMBOLS, GRAPHIC LEGENDREFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

ABBREVIATIONS and SYMBOLS

KEY DESCRIPTION

TYPICAL RAMP DETAILS (REFER TO CIVIL

and GENERAL NOTES

DRAWINGS FOR DETAILS)

EXISTING

CANOPY

COVERED

ENTRANCE

CHECK-IN AREA

UTILITY RM.

STAIR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

2/28/2023 RM BHRevisions: Date:

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

REPAIR and LEVEL CLC

CANOPY CONCRETE FLOOR

F i l e

P a t h o j e c t s o j e c t s

V

A S

A

C n o p y n a l

C

D e c i f i c a t i o n s

A

D e m o

P l a n d w g

JOHN (JP) PABON, JR.

100% CONSTRUCTION DOCUMENTS

Interior Delineations

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MARCH 01, 2023

A 101

RAISE AND LEVEL EXISTING CANOPY PLAN

GENERAL NOTES

PIPE RAILING

DAMAGED SEALER AT FLOOR

TYPICAL BRICK CLEANING

CHANGE OF FLOORING - CANOPY

FLOOR TRIM and WALL TRIM

TYPICAL ITEMS TO REMOVE FROM WALL

DEMOLITION KEY NOTES

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

2/28/2023 RM BHRevisions: Date:

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

REPAIR and LEVEL CLC

CANOPY CONCRETE FLOOR

F i l e

P a t h o j e c t s o j e c t s

V

A S

A

C n o p y n a l

C

D e c i f i c a t i o n s

A

D e m o

P l a n d w g

JOHN (JP) PABON, JR.

100% CONSTRUCTION DOCUMENTS

Interior Delineations

IGST

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MARCH 01, 2023

DEMOLITION PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

2/28/2023 RM BHRevisions: Date:

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

REPAIR and LEVEL CLC

CANOPY CONCRETE FLOOR

F i l e

P a t h o j e c t s o j e c t s

V

A S

A

C n o p y n a l

C

D e c i f i c a t i o n s

A

D e m o

P l a n d w g

JOHN (JP) PABON, JR.

100% CONSTRUCTION DOCUMENTS

Interior Delineations

IGST

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MARCH 01, 2023

LOCATION OF DRINK MACHINE

TYPICAL ITEMS TO REMOVE FROM WALL

COVERED

ENTRANCE

CHECK-IN AREA

UTILITY RM.

STAIR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

2/28/2023 RM BHRevisions: Date:

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

REPAIR and LEVEL CLC

CANOPY CONCRETE FLOOR

F i l e

P a t h o j e c t s o j e c t s

V

A S

A

C n o p y n a l

C

D e c i f i c a t i o n s

A

N e w

W o r k d w g

JOHN (JP) PABON, JR.

100% CONSTRUCTION DOCUMENTS

Interior Delineations

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MARCH 01, 2023

RAISE AND LEVEL EXISTING CANOPY PLAN

A 201

GENERAL NOTES NEW WORK KEY NOTES

X

Scale: N.T.S.

CHANGE OF FLOORING - CANOPY

Scale: N.T.S.

FLOOR TRIM and WALL TRIM

Scale: N.T.S.

DAMAGED SEALER AT FLOOR

Scale: N.T.S.

TYPICAL ELECTRICAL OUTLET

Scale: N.T.S.

FIRE EXTINGUISHER LOCATION

NEW WORK PLAN

Scale: N.T.S.

NEW ELECTRICAL OUTLET LOCATION

Scale: N.T.S.

TYPICAL BRACE FOR BENCH SEATING

Scale: N.T.S.

ELECTRICAL - STAIR

ELEVATION - NEW BENCH SEATING AND NEW DUPLEX OUTLETS

A 301

ELEVATIONS, DETAILS

ELEVATION - NEW BENCH SEATING

ELEVATION - NEW BENCH SEATING AND NEW DUPLEX OUTLETS

DETAIL - SUPPORT BRACKET FOR BENCHES

DETAILS - CONSTRUCTION OF BENCHE SEATS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

2/28/2023 RM BHRevisions: Date:

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

REPAIR and LEVEL CLC

CANOPY CONCRETE FLOOR

F i l e

P a t h o j e c t s o j e c t s

V

A S

A

C n o p y n a l

C

D e c i f i c a t i o n s

A

B e n c h

E l e v a t i o n s

D e t a i l s d w g

JOHN (JP) PABON, JR.

100% CONSTRUCTION DOCUMENTS

Interior Delineations

IGST

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MARCH 01, 2023

COVERED

ENTRANCE

CHECK-IN AREA

UTILITY RM.

STAIR

A 401

ROOF PLAN

CANOPY ROOF PLAN

GENERAL NOTES NEW WORK KEY NOTES

X

"V" CRIMP OVER ROOFS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

2/28/2023 RM BHRevisions: Date:

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

REPAIR and LEVEL CLC

CANOPY CONCRETE FLOOR

F i l e

P a t h o j e c t s o j e c t s

V

A S

A

C n o p y n a l

C

D e c i f i c a t i o n s

A

R o o f

P l a n d w g

JOHN (JP) PABON, JR.

100% CONSTRUCTION DOCUMENTS

Interior Delineations

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MARCH 01, 2023

EXIST. PARKING AREA

BOLLARD BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

HOSPITAL

COVERED

ENTRANCE

EXISTING FIRE

HYDRANT

EXISTING

WATER

VALVE

HANDRAILS

EX. 21" ELM TREE

CP 901

IRSC "MAESTAS CONTROL

N: 13731929.81 E: 2101573.58

ELEV = 950.69'

EXISTING

PLANTERS

EXISTING

CONCRETE

CURB

EXISTING

CONCRETE

CURB

BM1 "579"

ON FIRE HYDRANT

N: 13731929.81 E: 2101573.58

ELEV = 951.66'

CP 900

MAGNAIL IN CURB

N: 13731835.06 E: 2101529.71

ELEV = 949.91'

DOWN

SPOUT

AUTO

SPRINKLER

HANDRAILS

EXISTING

CONCRETE

CURB

EXISTING SIDEWALK TO BE

RECONSTRUCTED

(CONTRACTOR TO MATCH

EXISTING ELEVATIONS)

EXISTING SIDEWALK TO BE

RECONSTRUCTED

(CONTRACTOR TO MATCH

EXISTING ELEVATIONS)

BRICK

COLUMN

CONTRACTOR TO REPLACE

ALL DISTURBED SOD

CONTRACTOR TO REMOVE

SOD AND EXISTING STEEL

DIVIDER

CONTRACTOR TO REMOVE

SOD AND EXISTING STEEL

DIVIDER

CONTRACTOR TO REPLACE

ALL DISTURBED SOD

HANDRAILS BRICK

COLUMN

.33

.47

9.3 8'

14.52'

15.76'

15.38'

21.52'

24.79'

.18

EXISTING

CANOPY

ASPHALT DRIVEWAY

EXISTING OVERHANG

BRICK WALL

MET

AL

P

LA

TE

EX

IS

TI

NG O

VE

RHAN

G

PA

VE

RS

M

ET

AL

P

LA

TE

PLANTER

AREA

SOD AREA

SOD AREA

SOD AREA

CLC HOSPITAL

BUILDING

FFE = 952.51'

PLANTER

AREA

BENCHMARKS & CONTROL POINTS

POINT NO. NORTHING EASTING ELEVATION DESCRIPTION

1. BM 1 13731835.06' 2101529.71' 949.91' MAGNAIL IN CURB

2. CP 900 13731835.06' 2101529.71' 949.91' MAGNAIL IN CURB

3. CP 901 13731929.81' 2101573.58' 950.69' IRSC STAMPED

"MAESTAS" CONTROL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% 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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd.

San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

3/1/2023 RM, RM RMRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPAIR AND LEVEL CLC

CANOPY CONCRETE FLOOR

Fi le

P at h:

/2 8/

:0

PM

M :\2

VA

C

LC

D es ig n\

.0

C

AD

D \C iv il\

EX

IS

TI

N

G C

O N

D

IT

IO

N

S.

dw g

JOHN (JP) PABON, JR.

3/1/2023

GENERAL NOTES:

1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THESE APPROVED PLANS.

2. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH

APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL HEALTH AND SAFETY

ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE PURCHASED FROM THE U.S.

GOVERNMENT PRINTING OFFICE. INFORMATION AND RELATED REFERENCE MATERIALS

MAY BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS.

3. THE CONTRACTOR SHALL NOT DISPOSE OF SURPLUS EXCAVATED MATERIAL FROM THE

SITE WITHOUT THE APPROVAL OF THE COR.

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED AND GRADED TO DRAIN.

5. ALL DEBRIS AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE IN A MANNER

NOT TO DAMAGE THE OWNER PRIOR TO ACCEPTANCE OF THE PROJECT.

6. CONTRACTOR TO CONTACT TEXAS ONE-CALL FOR LOCATION OF EXISTING UTILITIES.

7. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT

BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY

AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY IN CONNECTION WITH

THE WORK PERFORMED ON THIS PROJECT EXCEPTING FROM LIABILITY ARISING FROM

SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR TO

CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE

LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

AVOIDING ALL EXISTING UTILITIES BY CALLING DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF

ALL UTILITIES, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR

PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION

THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE

OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS

WORKING IN AND AROUND TRENCH EXCAVATION.

EXISTING CONDITIONS - AERIAL

C1.1

LEGEND

EXIST FIRE HYDRANT

EXIST WATER VALVE

EXISTING CURB

EXISTING TREE

EXIST BOLLARD

BOLLARD BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

HOSPITAL

COVERED

ENTRANCE

EXISTING FIRE

HYDRANT

EXISTING

WATER

VALVE

HANDRAILS

EX. 21" ELM TREE

CP 901

IRSC "MAESTAS CONTROL

N: 13731929.81 E: 2101573.58

ELEV = 950.69'

EXISTING

PLANTERS

EXISTING

CONCRETE

CURB

EXISTING

CONCRETE

CURB

BM1 "579"

ON FIRE HYDRANT

N: 13731929.81 E: 2101573.58

ELEV = 951.66'

CP 900

MAGNAIL IN CURB

N: 13731835.06 E: 2101529.71

ELEV = 949.91'

DOWN

SPOUT

AUTO

SPRINKLER

HANDRAILS

EXISTING

CONCRETE

CURB

EXISTING SIDEWALK TO BE

RECONSTRUCTED

(CONTRACTOR TO MATCH

EXISTING ELEVATIONS)

EXISTING SIDEWALK TO BE

RECONSTRUCTED

(CONTRACTOR TO MATCH

EXISTING ELEVATIONS)

BRICK

COLUMN

CONTRACTOR TO REPLACE

ALL DISTURBED SOD

CONTRACTOR TO REMOVE

SOD AND EXISTING STEEL

DIVIDER

CONTRACTOR TO REMOVE

SOD AND EXISTING STEEL

DIVIDER

CONTRACTOR TO REPLACE

ALL DISTURBED SOD

HANDRAILS BRICK

COLUMN

.33

.47

9.3 8'

14.52'

15.76'

15.38'

21.52'

24.79'

.18

EXISTING

CANOPY

ASPHALT DRIVEWAY

EXISTING OVERHANG

BRICK WALL

MET

AL

P

LA

TE

EX

IS

TI

NG O

VE

RHAN

G

PA

VE

RS

M

ET

AL

P

LA

TE

PLANTER

AREA

SOD AREA

SOD AREA

SOD AREA

CLC HOSPITAL

BUILDING

FFE = 952.51'

PLANTER

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% 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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd.

San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

3/1/2023 RM, RM RMRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPAIR AND LEVEL CLC

CANOPY CONCRETE FLOOR

Fi le

P at h:

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JOHN (JP) PABON, JR.

3/1/2023

EXISTING CONDITIONS -

DEMOLITION PLAN

C1.2

BENCHMARKS & CONTROL POINTS

POINT NO. NORTHING EASTING ELEVATION DESCRIPTION

1. BM 1 13731835.06' 2101529.71' 949.91' MAGNAIL IN CURB

2. CP 900 13731835.06' 2101529.71' 949.91' MAGNAIL IN CURB

3. CP 901 13731929.81' 2101573.58' 950.69' IRSC STAMPED

"MAESTAS" CONTROL

GENERAL NOTES:

1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THESE APPROVED PLANS.

2. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH

APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL HEALTH AND SAFETY

ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE PURCHASED FROM THE U.S.

GOVERNMENT PRINTING OFFICE. INFORMATION AND RELATED REFERENCE MATERIALS

MAY BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS.

3. THE CONTRACTOR SHALL NOT DISPOSE OF SURPLUS EXCAVATED MATERIAL FROM THE

SITE WITHOUT THE APPROVAL OF THE COR.

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED AND GRADED TO DRAIN.

5. ALL DEBRIS AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE IN A MANNER

NOT TO DAMAGE THE OWNER PRIOR TO ACCEPTANCE OF THE PROJECT.

6. CONTRACTOR TO CONTACT TEXAS ONE-CALL FOR LOCATION OF EXISTING UTILITIES.

7. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT

BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY

AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY IN CONNECTION WITH

THE WORK PERFORMED ON THIS PROJECT EXCEPTING FROM LIABILITY ARISING FROM

SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR TO

CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE

LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

AVOIDING ALL EXISTING UTILITIES BY CALLING DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF

ALL UTILITIES, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR

PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION

THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE

OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS

WORKING IN AND AROUND TRENCH EXCAVATION.

LEGEND

EXIST FIRE HYDRANT

EXIST WATER VALVE

EXISTING CURB

EXISTING TREE

EXIST BOLLARD

EXISTING ELEVATION

PROPOSED ELEVATION XXX.XX

14.52'

15.76'

35.9'

EXISTING

CANOPY CLC HOSPITAL

BUILDING

FFE = 952.51'

ASPHALT DRIVEWAY

EXISTING OVERHANG

BRICK WALL

MET

AL

P

LA

TE

PA

VE

RS

.55

EX

IS

TI

NG O

VE

RHAN

G

EXISTING

PLANTERS

EXISTING

BOLLARD

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

DOWN

SPOUT

HOSPITAL

COVERED

ENTRANCE

EXISTING FIRE

HYDRANT

HANDRAILS

EXISTING

PLANTERS

AUTO

SPRINKLER

EXISTING

CONCRETE

CURB

PROPOSED RIVER ROCK

PROPOSED RIVER ROCK

PROPOSED SOD

EXIST. PARKING AREA

PROPOSED SOD

PROPOSED SOD

PROPOSED RIVER ROCK

PROPOSED CONCRETE SIDEWALK

CONTRACTOR TO MATCH EXISTING

GRADES

EXISTING

CONCRETE

CURB

CONTRACTOR TO

INSTALL GEOTEXTILE

BLACK MESH BELOW

RIVER ROCK

CONTRACTOR TO

INSTALL GEOTEXTILE

BLACK MESH BELOW

RIVER ROCK

BRICK

COLUMN

PROPOSED CONCRETE SIDEWALK

CONTRACTOR TO MATCH EXISTING

GRADES

EXISTING WATER VALVE

TO BE ADJUSTED

9.89'

21.52'

24.79'

EX. 21" ELM TREE

TO BE PROTECTED

6'

6'

6'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% 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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd.

San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

3/1/2023 RM, RM RMRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPAIR AND LEVEL CLC

CANOPY CONCRETE FLOOR

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JOHN (JP) PABON, JR.

3/1/2023

SITE PLAN & SWPP PLAN

C2.0

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

BENCHMARK ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION.

2. ALL WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND IT IS SHALL BE HIS SOLE RESPONSIBILITY TO

DISPOSE OF THE MATERIAL OFF THE LIMITS OF THE SITE TO A

STATE LICENSED LANDFILL. CONTRACTOR WILL BE REQUIRED TO

PROVIDE DOCUMENTATION WHERE DISPOSED MATERIAL IS TAKEN

TO. THE OWNER WILL NO BE HELD LIABLE FOR WASTE MATERIAL.

3. CONTRACTOR IS REQUIRED TO SET AND VERIFY ALL PROJECT

ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. "MATCH

EXISTING" SHALL BE UNDERSTOOD TO SIGNIFY THE SAME

MATERIALS AS WELL AS VERTICAL AS HORIZONTAL ALIGNMENT.

4. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL

DIMENSIONS AND GRADE CONDITIONS (BOTH NEW AND EXISTING).

HE SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER AND

PROJECT ARCHITECT BEFORE PROCEEDING WITH ANY PHASE OF

THE WORK AS HE WILL BE RESPONSIBLE FOR ALL WORK AS

INTENDED BY THE DRAWINGS AND SPECIFICATIONS.

5. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB

SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.

6. BARRICADES AND WARNING SIGNS SHALL CONFORMED TO THE VA

SPECIFICATIONS, ICRA AND TEXAS MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES AND GENERALLY BE LOCATED TO AFFORD

MAXIMUM PROTECTION TO THE PUBLIC AS WELL AS

CONSTRUCTION PERSONNEL AND EQUIPMENT. TRAFFIC FLOW

AND ACCESS TO SURROUNDING PROPERTIES SHALL BE

PERSEVERED AT ALL TIMES DURING CONSTRUCTION.

7. ANY EXISTING OFFSITE IMPROVEMENTS OR UTILITIES REMOVED,

DAMAGED, OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL

BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND

APPROVED BY THE PROJECT ARCHITECT AT THE CONTRACTOR'S

EXPENSE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS

ORIGINAL OR BETTER CONDITION ANY DAMAGE DONE TO EXISTING

FENCES, CURBS, AND CONCRETE DRIVEWAYS, SIDEWALK

STRUCTURES, PAVEMENT, ETC., THAT ARE NOT INDICATED TO BE

REMOVED. AN INVENTORY OF EXISTING CONDITIONS SHALL BE

CONDUCTED WITH CONTRACTOR AND PROJECT ARCHITECT PRIOR

TO CONSTRUCTION.

9. THE CONTRACTOR SHALL MAINTAIN CONTINUAL UTILITY SERVICES

(GAS, TELEPHONE, CABLE TELEVISION, ELECTRIC, WATER,

SANITARY SEWER, STORM WATER ETC.) TO ANY ADJACENT

DEVELOPMENT. WHERE CONSTRUCTION IS IN THE PROXIMITY OF A

UTILITY, THE CONTRACTOR WILL TAKE PRECAUTION TO PROTECT

AND/OR SUPPORT THE UTILITY.

10. CONTRACTOR SHALL VERIFY ALL UNDERGROUND PRIOR TO

CONSTRUCTION.

11. NOTIFY THE VA COR AND THE MAINTENANCE/OPERATION CHIEF A

MINIMUM OF 5 DAYS IN ADVANCE OF ANY UTILITY SHUTDOWN.

12. CONTRACTOR SHALL REFERENCE PAVEMENT MARKING / SIGNAGE

/ PARKING PLAN SHEETS, IF ANY, FOR ADDITIONAL INFORMATION.

13. MATCH GRADE AT PROPERTY LINE UNLESS OTHERWISE NOTED.

14. ACHIEVE GRADE CHANGES WITH SMOOTH TRANSITIONS.

15. FINAL PAVING SURFACES TO BE FLOOD TESTED OR OBSERVED

DURING RAINFALL. ANY PONDING AREAS TO BE CORRECTED /

ELIMINATED.

16. SURFACE DRAINAGE AND UTILITY FEATURES SHOWN ARE FOR

REFERENCE ONLY. THE LOCATIONS AND DEPTHS OF EXISTING

UTILITIES, INCLUDING SERVICE LATERALS AND DRAINAGE

STRUCTURES SHOWN ON PLANS ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL COORDINATE WITH THE VA COR TO VERIFY

THE EXACT LOCATION AND DEPTHS OF UNDERGROUND UTILITIES

AT 72 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON

THE PLANS OR NOT, AND PROJECT THE SAME DURING

CONSTRUCTION.

17. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING

UNDER / AND / OR AROUND OVERHEAD ELECTRIC LINES.

CONTRACTOR SHALL COORDINATE WITH LOCAL ELECTRIC /

UTILITY COMPANY TO ESTABLISH THE MAXIMUM WORKING HEIGHT

FROM GROUND ELEVATION.

18. GUTTER (G) ELEVATIONS SHOWN TO BE FOLLOWED AS SHOWN ON

PLAN.

19. TYPICAL 6" CURB TO BE CONSTRUCTED BASED ON GUTTER

ELEVATION SHOWN, UNLESS OTHERWISE NOTED ON THIS PLAN OR

ON THE SITE DIMENSIONAL CONTROL PLAN.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY /

EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS,

AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO

IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY

PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE

CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH

EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH, AS A

MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT

SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES

OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

PROPOSED RIVER ROCK

PROPOSED SOD

LEGEND

EXIST FIRE HYDRANT

EXIST WATER VALVE

EXISTING CURB

EXISTING TREE

EXIST BOLLARD

PROPOSED SILT FENCE

PLAN SECTION

NOTES:

SCALE: NONE1 SILT FENCE DETAIL

BRICK

COLUMN

DOWN

SPOUT

EXISTING

PLANTERS

EXISTING OVERHANG

14.52'

15.76'

EXISTING

CANOPY CLC HOSPITAL

BUILDING

FFE = 952.51

ASPHALT DRIVEWAY

BRICK WALL

MET

AL

P

LA

TE

PA

VE

RS

EX

IS

TI

NG O

VE

RHAN

G

PROPOSED RIVER ROCK

PROPOSED SOD

PROPOSED SOD

PROPOSED SOD

± 949.60

± 950.64

± 950.37

± 950.25

± 950.32

± 950.51

± 950.90

± 950.25

± 950.00

± 949.42

± 949.20

± 950.25

± 949.42

± 949.13± 949.09

± 950.30

± 950.25

± 950.35

PROPOSED RIVER ROCK

EXISTING

PLANTERS

EXISTING

BOLLARD

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

BRICK

COLUMN

HOSPITAL

COVERED

ENTRANCE

ADA ENTRANCE

EXISTING FIRE

HYDRANT

EXISTING WATER

VALVE TO NE

ADJUESTED

HANDRAILS

AUTO

SPRINKLER

EXISTING

CONCRETE

CURB

EXISTING

CONCRETE

CURB

EXIST. PARKING AREA

EXISTING GUTTER TO BE

EXTENDED 5 FT FROM

FOUNDATION

PROPOSED CONCRETE

SIDEWALK CONTRACTOR TO

MATCH EXISTING GRADES

BRICK

COLUMN

PROPOSED CONCRETE

SIDEWALK CONTRACTOR TO

MATCH EXISTING GRADES

EXISTING GUTTER TO BE

EXTENDED 5 FT FROM

FOUNDATION

EX. 21" ELM TREE

M

IN

0.5%

MIN0.5%

MIN

0.5%

MAX5.0%

MAX5.0%

MAX8.33%

MAX8.33%

MAX

8.33%

± 949.56 ± 949.83

6'

6'

6'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% 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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd.

San Antonio, Texas 78229

671-21-147

STVHCS

Project Director

3/1/2023 RM, RM RMRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPAIR AND LEVEL CLC

CANOPY CONCRETE FLOOR

Fi le

P at h:

/2 8/

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M :\2

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D \C iv il\

G R

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D R

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JOHN (JP) PABON, JR.

3/1/2023

LEGEND

EXIST FIRE HYDRANT

EXIST WATER VALVE

EXISTING CURB

EXISTING TREE

GENERAL NOTES:

1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THESE APPROVED PLANS.

2. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH

APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL HEALTH AND SAFETY

ADMINISTRATION. COPIES OF OSHA STANDARDS MAY BE PURCHASED FROM THE U.S.

GOVERNMENT PRINTING OFFICE. INFORMATION AND RELATED REFERENCE MATERIALS

MAY BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS.

3. THE CONTRACTOR SHALL NOT DISPOSE OF SURPLUS EXCAVATED MATERIAL FROM THE

SITE WITHOUT THE APPROVAL OF THE COR.

4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED AND GRADED TO DRAIN.

5. ALL DEBRIS AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE IN A MANNER

NOT TO DAMAGE THE OWNER PRIOR TO ACCEPTANCE OF THE PROJECT.

6. CONTRACTOR TO CONTACT TEXAS ONE-CALL FOR LOCATION OF EXISTING UTILITIES.

7. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT

BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY

AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY IN CONNECTION WITH

THE WORK PERFORMED ON THIS PROJECT EXCEPTING FROM LIABILITY ARISING FROM

SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR TO

CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE

LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

AVOIDING ALL EXISTING UTILITIES BY CALLING DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF

ALL UTILITIES, AT LEAST 10 DAYS PRIOR TO BEGINNING CONSTRUCTION.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS, AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR

PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION

THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE

OF SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS

WORKING IN AND AROUND TRENCH EXCAVATION.

GRADING & DRAINAGE PLAN

C3.0

EXISTING MAJOR CONTOUR

PROPOSED FLOW ARROW

EXISTING MINOR CONTOUR

EXIST BOLLARD

EXISTING ELEVATION

PROPOSED ELEVATION XXX.XX

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVAHCS

Project Director

01/16/2023 AMS PPSRevisions: Date:

CLC CANOPY

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-0

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.C om m un ic at io n\

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JOHN (JP) PABON, JR.

\\192.168.20.3\Outlier\XXXX-003.Mendez Eng Audie Murphy Canopy\01.Communication\04. Mail (Received)\10Oct22\Mendez Eng Audie Murphy Canopy\SDVOSB.jpg

OUTLIER ENGINEERING,INC.

240 Oak Court www.outliereng.com New Braunfels, TX 78132 Ph:830.837.0242 Firm Registration # 14384 S100

GENERAL NOTES :

1.0 GENERAL

1.1 THIS PROJECT DESIGN IS SITE SPECIFIC AND MAY NOT BE USED FOR DIFFERENT SITE LOCATIONS.

1.2 THIS DESIGN IS INTENDED TO LIMIT SUCH MOVEMENT TO WITHIN THE DEFLECTION TOLERANCES SET FORTH IN THE INTERNATIONAL BUILDING CODE, EDITION IN FORCE AT TIME OF DESIGN.

1.3 DO NOT SCALE THIS DRAWING. THIS IS A SCHEMATIC PLAN TO BE USED TO LOCATE AND IDENTIFY STRUCTURAL FOUNDATION ELEMENTS ONLY. USE THIS PLAN FOR PLACEMENT OF STRUCTURAL FOUNDATION

ELEMENTS ONLY.

1.4 THE BUILDER SHALL VERIFY ALL DIMENSIONS, SLAB DROP DEPTH AND LOCATIONS, BRICK- LEDGE DEPTH AND LOCATIONS.

1.5 THE BUILDER SHALL COORDINATE THIS DRAWING WITH ALL STRUCTURAL, CIVIL, ELECTRICAL, AND MECHANICAL PLANS FOR ALL OPENINGS, EMBEDDED ITEMS, DROPS, OFFSETS, SLOPES, ETC. AND SHALL NOTIFY THE ARCHITECT OR DESIGNER AND THE ENGINEER IN WRITING OF ANY DISCREPANCY AND FOR DIRECTIONS TO RESOLVE THE DISCREPANCY.

1.6 THIS PROJECT IS A REPAIR AND IS INTENDED TO RESTORE THE PORCH TO THE ORIGINAL CONDITION.

1.7 THE DESIGN AND PROVISION OF ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, SUPPORTS AND ANCHORS FOR SAFETY LINES, CRIBBING, OR ANY OTHER TEMPORARY ELEMENTS REQUIRED FOR THE EXECUTION OF THE CONTRACT ARE NOT INCLUDED IN THESE DRAWINGS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY SUPPORTS SHALL NOT RESULT IN THE OVERSTRESS OR

DAMAGE OF THE ELEMENTS TO BE BRACED NOR ANY ELEMENTS USED AS BRACE SUPPORTS.

1.9 PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF OUTLIER IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION IS NOT INTENDED TO BE A CHECK OF THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER A PERIODIC CHECK IN AN EFFORT TO INFORM THE OWNER AGAINST

DEFECTS AND DEFICIENCIES IN THE WORK OF THE CONTRACTOR.

1.9 FOR EXISTING AND PROPOSED TOP OF SLAB ELEVATIONS, SEE CIVIL DRAWINGS.

2.0 DESIGN DATA AND CRITERIA

2.1 THE PROJECT DESIGN UTILIZED GUIDANCE PROVIDED IN THE 2021 IBC. THIS PROJECT IS A REPAIR AND IS INTENDED TO RESTORE THE PORCH AND CANOPY TO THE ORIGINAL CONDITION. NO IMPROVEMENTS

ARE INTENDED.

2.2 GEOTECHNICAL INFORMATION BASED ON INFORMATION ON DRAWING 6-S1, ORIGINAL CONTSTRUCTION DRAWING, DATED 16 APRIL 1984.

2.3 STRUCTURAL FOUNDATION DESIGN LOADS:

DEAD LOADS:

ROOF COLLATERAL (CEILING, MECHANICAL, SPRINKLER) 8PSF

NORMALWEIGHT CONCRETE 145PCF. ASSUMED 5IN SLAB WITH 24IN X 12IN WIDE GRADE BEAMS AT PERIMETER.

LIVE LOAD:

ROOF - 20/16 PSF

CEILING - 10 PSF

FLOOR - 100 PSF

WIND:

BASIC WIND SPEED:120

EXPOSURE CATEGORY:C

RISK CATEGORY (FOR PORCH):2

ENCLOSURE CLASSIFICATION: OPEN

SNOW=5PSF

SEISMIC DESIGN PARAMETERS

NOT APPLICABLE. THIS IS A REPAIR

3.0 SITE PREPARATION AND DRAINAGE

3.1 EXISTING ASPHALT, VEGETATION AND ANY EXISTING LOOSE MATERIALS SHALL BE STRIPPED AND REMOVED FROM THE PROPOSED BUILDING FOOTPRINT AREA.

3.2 TREES WITHIN A DISTANCE TO THE FOUNDATION OF ONE TIMES THE MATURE TREE HEIGHT MAY DAMAGE THE FOUNDATION. EXISTING AND NEWLY PLANTED TREES WITHIN ONE TIMES THE MATURE TREE HEIGHT TO THE FOUNDATION PERIMETER ARE AT THE RISK OF BUILDER AND/OR OWNER AND MUST HAVE A PROPERLY DESIGNED AND PLACED ROOT SHIELD (ROOT BARRIER), DESIGNED BY AN ARBORIST OR TREE EXPERT, TO INHIBIT TREE ROOT GROWTH TOWARD AND UNDER THE FOUNDATION.

3.3 A REPORT DETAILING ALTERATIONS TO DRAINAGE, LANDSCAPING AND IRRIGATION WAS PROVIDED. THE SUCCESS OF THIS REPAIR DEPENDS ON THE OWNERS ADHERANCE TO THOSE GUIDELINES.

3.4 SITE SURFACE DRAINAGE DURING CONSTRUCTION IS VERY IMPORTANT IN CONTROLLING MOISTURE PROBLEMS ASSOCIATED WITH THE BELOW SLAB FILL, LOT FILL MATERIAL, AND SUB-GRADE SOILS. BUILDER SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE FOUNDATION. THE BUILDER IS RESPONSIBLE FOR THE INSTALLATION OF BERMS OR SWALES ON THE UPHILL SIDE OF THE CONSTRUCTION AREA TO DIVERT

SURFACE RUNOFF AWAY FROM THE FOUNDATION AREA DURING CONSTRUCTION.

3.5 THE BUILDER IS RESPONSIBLE FOR LOCATION OF WATER-BEARING UTILITIES, ROOF DRAINAGE OUTLETS, AND IRRIGATION SPRAY HEADS OUTSIDE OF THE FOUNDATION PERIMETER DRAIN BOUNDARIES. ROOF DOWNSPOUTS SHOULD BE EXTENDED OR BE CONNECTED TO UNDERGROUND PIPING SYSTEMS THAT DIRECT ROOF DRAINAGE WATER AT LEAST FIVE FEET TO "DAYLIGHT" AWAY FROM THE FOUNDATION PERIMETER. ALL AIR CONDITIONING CONDENSER DRAIN LINES SHOULD DISCHARGE A MINIMUM OF FIVE FEET AWAY FROM THE FOUNDATION PERIMETER.

3.6 THE BUILDER IS RESPONSIBLE FOR CONSTRUCTION OF FINAL SURFACE DRAINAGE PATTERN TO PREVENT PONDING AND LIMIT SURFACE WATER INFILTRATION AT THE FOUNDATION PERIMETER. THE ENGINEER IS NOT RESPONSIBLE FOR FOUNDATION WITH INADEQUATE DRAINAGE AND/OR GROUND WATER COLLECTION PROXIMATE TO THE FOUNDATION PERIMETER OR BENEATH THE FOUNDATION. THE GROUND ADJACENT

TO THE FOUNDATION SHALL SLOPE DOWN AND AWAY FROM THE BUILDING.

6.0 FOUNDATION CONSTRUCTION DRILLED SHAFTS

6.1 SHAFT DIAMETERS AND DEPTHS AS INDICATED ARE MINIMUM ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE INSTALLATION MAY REQUIRE ADDITIONAL REINFORCING NOT

SHOWN WHICH SHALL BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION REVIEW.

6.2 REMOVE FREE WATER FROM HOLES AND ALL OTHER EXCAVATIONS BEFORE PLACING CONCRETE. CLEAN BOTTOM OF DRILLED HOLE OF LOOSE SOIL, ROOTS, GRAVEL, AND ALL DEBRIS PRIOR TO PLACING

CONCRETE.

6.3 FORMWORK SHORING SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) ACI 347, "STANDARD FOR DESIGN AND PLACEMENT OF CONCRETE

FORMWORK",

6.4 ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 302.1R.

6.5 PROPER CURING OF ALL CONCRETE SURFACES SHALL BE PROVIDED BY THE BUILDER AND IN ACCORDANCE WITH THE LATEST EDITION OF ACI 308, "STANDARD PRACTICE FOR CURING CONCRETE." IF SPRAY-ON CURING COMPOUNDS ARE USED, THEY NEED TO BE COMPATIBLE WITH SUBSEQUENT FINISH APPLICATIONS.

6.6 DO NOT PLACE CONCRETE WHEN TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT UNLESS COLD WEATHER CONCRETE PROCEDURES ARE FOLLOWED. CALCIUM CHLORIDE SHALL NOT BE USED. PROVIDE SPECIAL CARE TO PREVENT HIGH TEMPERATURES DURING HOT WEATHER CONDITIONS IN FRESH CONCRETE. USE WATER REDUCING SET RETARDING ADMIXTURES IN SUCH QUANTITIES AS SPECIFICALLY

RECOMMENDED BY THE MANUFACTURER TO ASSURE THE CONCRETE REMAINS WORKABLE.

6.7 SCHEDULING OF CONCRETE DELIVERY SHALL BE SUCH TO PREVENT PLACED CONCRETE FROM HARDENING PRIOR TO PLACEMENT OF ADDITIONAL FRESH CONCRETE. NO HORIZONTAL JOINTS WILL BE PERMITTED IN THE CONCRETE EXCEPT AS NOTED. THE BUILDER SHALL CONTACT THE ENGINEER PRIOR TO PLACING ANY CONCRETE IF CONSTRUCTION JOINTS ARE REQUIRED.

7.0 CONCRETE AND REINFORCING STEEL-DRILLED SHAFTS

7.1 ALL CONCRETE AND REINFORCING STEEL SHALL MEET LATEST EDITION OF ASTM A615 AND ACI 117 "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS".

1.1.1.A. 7.2 CONCRETE MATERIAL AND MIX:

1.1.1.A.1 SLUMP REQUIREMENTS

MINIMUM ACCEPTABLE

PLACEMENT SLUMP, IN.

RECOMMENDED DESIGN AND

PLACEMENT SLUMP, IN.

MAXIMUM ACCEPTABLE

PLACEMENT SLUMP, IN.

5 1/2 6 1/2 7 1/2

1.1.1.B. UNLESS OTHERWISE NOTED, PROVIDE

1.1.1.B.1. MAX W/CM RATIO OF 0.45

1.1.1.B.2. F’C = 4,000 psi

1.1.1.B.3. CEMENT TYPE I/II

1.1.1.B.4. COARSE AGGREGATE – MEETING ONE OF THE FOLLOWING GRADATIONS

COARSE AGGREGATE GRADATION CHART

AGGREGATE

GRADE NO.1

MAXIMUM

NOMINAL

SIZE

PERCENT PASSING ON EACH SIEVE

2-1/2" 2" 1-1/2" 1" 3/4" 1/2" 3/8" #4 #8

2 1-1/2" 100 95-100 35-70 10-30 0-10

3 1-1/2" 100 95-100 60-90 25-60 0-10

4 (57) 1" 100 95-100 25-60 0-10 0-5

1.1.1.B.5. FINE AGGREGATE – MEETING THE FOLLOWING GRADATION CHART

FINE AGGREGATE GRADATION CHART

3/8 100

#4 95-100

#8 80-100

#16 50-85

#30 25-65

#50 10-35

#100 0-10

#200 0-3

7.3 TESTING SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDER, AND ANY SUBSTANDARD STRENGTHS SHALL BE REPORTED TO OUTLIER ENGINEERING.

7.4 CONCRETE SHALL BE PLACED IN ACCORDANCE WITH LATEST EDITION OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".

7.7 REINFORCING STEEL SHALL MEET LATEST EDITION OF ASTM A-615, GRADE 60 DEFORMED BARS. #3 BARS MAY BE GRADE 40.

7.9 ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED AT 48" O.C. TO PREVENT VERTICAL AND HORIZONTAL MOVEMENT DURING THE PLACEMENT OF CONCRETE.

9.0 STRUCTURAL STEEL

MATERIALS

ALL HOT ROLLED STEEL MEMBERS SHALL BE NEW AND CONFORM TO ASTM SPECIFICATION A6.

ASTM SPECIFICATION AND GRADE – CLEARLY MARK THE GRADE ON EACH MEMBER.

UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, STRUCTURAL STEEL MEMBERS SHALL BE:

ANGLES SHALL CONFORM TO ASTM A36.

ROUND HOLLOW STRUCTURAL SHAPE MEMBERS SHALL CONFORM TO ASTM A500, GRADE C, FY=46KSI.

SQUARE OR RECTANGULAR HOLLOW STRUCTURAL MEMBERS SHALL CONFORM TO ASTM

A500 GRADE C, FY = 50 KSI

STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36.

ANY OTHER STEEL SHALL CONFORM TO ASTM A36.

HEADED STUD SHEAR CONNECTORS SHALL CONFORM TO ASTM A108.

FABRICATION

SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING SPLICE NOT SHOWN AND

DETAILED ON SHOP DRAWINGS WILL BE REJECTED.

ERECTION

ERECTION TOLERANCES OF ANCHOR BOLTS, EMBEDDED ITEMS, AND ALL STRUCTURAL STEEL UNLESS SPECIFIED OTHERWISE ON THE STRUCTURAL DRAWINGS SHALL CONFORM TO THE AISC CODE OF STANDARD

PRACTICE.

FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.

CONTRACTOR SHALL PROTECT ANY UNPRIMED STRUCTURAL STEEL FROM DETRIMENTAL EFFECTS OF CORROSION, AS REQUIRED, UNTIL THE STEEL IS ENCLOSED AND PROTECTED BY THE NEW CONSTRUCTION.

HOT DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND CONNECTIONS PERMANENTLY EXPOSED TO THE WEATHER, WHETHER SPECIFIED ON THE STRUCTURAL DRAWINGS OR NOT. SUCH

ITEMS INCLUDE, BUT ARE NOT LIMITED TO:

SHELF ANGLES

ALL EMBEDDED PLATES IN CONCRETE

BUILDING CLADDING SUPPORT STEEL IN SPACE NOT AIR CONDITIONED AND OR/EXPOSED TO MOISTURE OUTSIDE THE EXTERIOR WATERPROOFING SURFACE IF ANY.

EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER ITEMS REQUIRED TO BE HOT DIPPED GALVANIZED. GALVANIZE ALL NUTS, BOLTS, AND WASHERS USED IN CONNECTION WITH SUCH STEEL.

FIELD WELDED CONNECTIONS SHALL HAVE WELDS PROTECTED WITH “Z.R.C. COLD GALVANIZING COMPOUND” AS MANUFACTURED BY Z.R.C. COMPANY.

10.0 STRUCTURAL STEEL CONNECTIONS

WELDED CONNECTIONS

ALL WELDING SHALL CONFORM TO ANSI/AWS D1.1, LATEST EDITION.

FILLET WELDS WITH NO SIZE SPECIFIED SHALL BE 3/16 INCH OR MINIMUM SIZE REQUIRED BY AISC, WHICHEVER IS LARGER.

STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED AND DETAILED BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE HAVING JURISDICTION AT THE PROJECT SITE. SEALED CALCULATIONS FOR ALL CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL BE SUBMITTED FOR THE ARCHITECT'S

FILES.

11.0 METAL DECKS

REPAIR THE METAL ROOF DECK AND REPLACE ANY DAMAGED COMPONENTS TO MATCH EXISTING.

12.0 LOAD BEARING & NON LOAD BEARING LIGHT GAGE METAL STUD FRAMING

REPAIR ANY LIGHT GAGE FRAMING AND REPLACE DAMAGED COMPONENTS TO MATCH EXISTING.

13. ANCHOR RODS:

13.1 SUBMIT ANCHOR ROD AND EPOXY MATERIAL

13.2 RODS SHALL MEET OR EXCEED ASTM F1554 GR 36 AND BE HOT DIP GALVANIZED.

13.3 CONTRACTOR SHALL PROVIDE AND INSTALL NUTS AND WASHERS TO FIT THREADED ROD AFTER INSTALLATION OF BEARING ASSEMBLY.

13.4 FOR THE VA CLC CANOPY, USE 2X 1/2INX 12IN (MINIMUM) ANCHOR RODS. 13.5 EMBED RODS 4IN INTO TOP OF DRILLED SHAFT WITH HILTI RE-100 EPOXY OR APPROVED EQUIVALENT.

13.6 INSTALL RODS INSIDE VERTICAL REINFORCMENT CAGE.

14.0 SUBMITTALS:

AT A MINIMUM SUBMIT SHOP DRAWING FOR

14.1 REINFORCEMENT SHOWING LAYOUTS, LAPS, CONFIGURATION

14.2 FABRICATED STEEL, INCLUDING THOSE ELEMENTS SHOWN ON THE CONSTRUCTION DOCUMENTS. VARIATIONS FROM THE DOCUMENTS MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED

IN TEXAS.

14.3 AS LISTED IN OTHER NOTE SECTIONS

15.0 SPECIAL INSPECTIONS

15.1 UNLESS SPECIFICALLY NOTED IN CONTRACTURAL AGREEMENT, STRUCTURAL ENGINEER IS NOT THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (RDPIRC).

15.2 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL SPECIAL INSPECTIONS, LOG, BOOKS, REPORTS AND DOCUMENTATION.

15.3 SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE 2021 INTERNATIONAL BUILDING CODE (IBC) BY A SPECIAL INSPECTOR HIRED BY THE OWNER TO PERFORM THE SPECIAL INSPECTIONS LISTED BELOW. THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY AN APPROVED AGENCY ACCORDING TO THE VA BUILDING OFFICIAL TO PERFORM THE SPECIAL INSPECTIONS FOR WHICH THEY WILL BE UNDERTAKING. THE CONTRACTOR SHALL COORDINATE WITH AND NOTIFY THE SPECIAL INSPECTOR OF ALL TESTS. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO VERIFY THAT THE ITEMS DETAILED IN THE CONSTRUCTION DOCUMENTS WERE BUILT ACCORDINGLY AND SHALL PREPARE, SIGN, AND FURNISH INSPECTION A REPORT TO THE BUILDING OFFICIAL AND THE ENGINEER FOR ALL TIME SPENT AT THE SITE. THE INSPECTOR SHALL BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ENGINEER PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THESE SPECIAL INSPECTIONS ARE IN ADDITION TO THE OTHER

INSPECTIONS LISTED IN THESE STRUCTURAL NOTES OR PROJECT SPECIFICATIONS

15.4 WHERE STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES ARE SHOP FABRICATED, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO THE CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION

15.5 FOR THE CLC CANOPY PROJECT AT THE AUDIE MURPHY VA FACILITY, SPECIAL INSPECTIONS SHALL BE REQUIRED FOLLOWING TABLE 1705.8

01/21/202302/13/2023

'-4

1 2"

'-4

1 2"

'-5

13'

12'-71 2 "

13'

3'-21 2 "

14'-6 1 4 "15'-9"

'-2

1 4"

15'-41 2 "

24'-91 2 "

PROPOSED DEEP

FOUNDATION TYP.

FOR SLOPE,

SEE CIVIL

DRAWINGS

FOR SLOPE,

SEE CIVIL

DRAWINGS

FOR SLOPE,

SEE CIVIL

DRAWINGS

FOR APPROXIMATE

PROPOSED POST

LIFTING ELEVATIONS,

SEE CIVIL.

FOR APPROXIMATE

PROPOSED POST

LIFTING ELEVATIONS,

SEE CIVIL.

FOR APPROXIMATE

PROPOSED POST

LIFTING ELEVATIONS,

SEE CIVIL.

FOR APPROXIMATE

PROPOSED POST

LIFTING ELEVATIONS,

SEE CIVIL.

SHOP FABRICATED

ANGLE ASSEMBLY

(∠1" x 8" x 8" HEAVY

ANGLE ASSUMED)

PRECAST SOIL

RETAINER

ASSUMED EXISTING

CONDITION

DETAIL-1

FORM TOP 3FT

OF SHAFT

ASSUMED EXISTING

GRADE UNDER SLAB

ON GRADE

FOUNDATION

EXISTING GRADE

STEEL SHIMS

2" ASSUMED

6"

1" MAX.

±3

ANCHOR ROD

5/16"

DETAIL-2

ELEVATION C

ELEVATION D =

TOP OF

DRILLED SHAFT

WALKWAY

ELEVATION A = EDGE

OF CANOPY WALKING

SURFACE NEXT TO

HOSPITAL WALKWAY.

ELEVATION B

CANOPY

WALKING

SURFACE

* 24" GRADE BEAM ASSUMED.

CONTRACTOR TO VERIFY

PRIOR TO STARTING WORK.

3"

CLR

1'-6" TYPICAL CIRCULAR

REINFORCEMENT

#3 @ 12" MAX.

6 - #6 BAR

CONTINUOUS

TYP

DETAIL-7

DETAIL-3

4"

MIN.

2" MAX. GAP

ANCHOR ROD INSIDE

REINFORCING CAGE

∠1" x 8" x 8" HEAVY

ANGLE (ASSUMED)

18" Ø DRILLED SHAFT

DETAIL-4

±4"

SLOPE

TO DRAIN

4" M

IN

PR

O

JE

C

TI

O

N

SE

E N

O

TE

S

FO

R E

M

BE

D

2"

2"

2"

ANCHOR ROD

DETAIL-6

ELEVATION TABLE

ELEVATION A ELEVATION B ELEVATION C ELEVATION D

SEE CIVIL SEE CIVIL = ELEVATION B - 24 IN = ELEVATION C + 4.5 IN

DETAIL-5 1 4"

M

AX

LEVELING COMPOUND

OR PREFABRICATED ADA COMPLIANT

ALUMINUM TRANSITION

WALKWAY TO HOSPITALCANOPY WALKING SURFACE

SEE CIVIL

DRAWINGS FOR

PROPOSED SLOPE

DETAIL-8

GROUT

GROUT

1 12" X 1'-9" X 3'-0"

PRECAST CONC. CONT.

RETAINERS W/

6X6-W1.4XW1.4 WWF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

7400 Merton Minter Blvd., San Antonio, Texas 78229

671-21-147

STVAHCS

Project Director

01/16/2023 AMS PPSRevisions: Date:

CLC CANOPY

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JOHN (JP) PABON, JR.

\\192.168.20.3\Outlier\XXXX-003.Mendez Eng Audie Murphy Canopy\01.Communication\04. Mail (Received)\10Oct22\Mendez Eng Audie Murphy Canopy\SDVOSB.jpg

OUTLIER ENGINEERING,INC.

240 Oak Court www.outliereng.com New Braunfels, TX 78132 Ph:830.837.0242 Firm Registration # 14384 S200

01/21/202302/13/2023