674-14-102 Drawings.pdf

PROJECT NUMBER:

ISSUE DATE:

EA:

CLIENT:PROJECT DIRECTORY:

TM

EA02.0901

03/29/2019

VISN 17 DEMOLITION TEMPLE- BUILDING 154

1901 S. 1ST STREET, TEMPLE, TEXAS 76504 ISSUED FOR CONSTRUCTION

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207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

WWW.ENAPAYLLC.COM

03/29/2019

V17-18-101

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

US DEPARTMENT OF VETERANS AFFAIRSENAPAY, LLC

FRATTO ENGINEERING, INC. SMA TANDEM, PLLC

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674-14-102

DEMOLITION BUILDING 154

DEMOLITION LEGEND

EXTENTS OF WHICH THE CONTRACTOR SHALL REMOVE ALL

INTERIOR NON STRUCTURAL CONSTRUCTION AND PREPARE FOR

NEW WORK.

REMOVE EXISTING WALL CONSTRUCTION, SHOWN WITH

DASHED LINES, IN ITS ENTIRETY FROM FLOOR TO STRUCTURE

ABOVE INCLUDING DOORS, DOOR FRAMES, BORROWED LIGHTS,

BASE, ASSOCIATED ELEC. / MECH. WORK, ETC. PREPARE

AREA FOR NEW CONSTRUCTION.

REMOVE EXISTING DOOR OR BORROWED LIGHT HOLLOW METAL

FRAME ASSEMBLY, SHOWN WITH DASHED LINES. CLOSE

EXISTING OPENING WITH METAL STUDS AT 16" O.C. WITH GYPSUM

BOARD ON EACH SIDE. ALIGN NEW WORK FLUSH WITH EXISTING

ADJACENT PARTITION. MATCH EXISTING WALL THICKNESS,

UNLESS NOTED OTHERWISE IN ARCHITECTURAL PLAN.

PROVIDE OPENING IN EXISTING PARTITION, SHOWN WITH

DASHED LINES, AS REQUIRED TO INSTALL NEW HOLLOW

METAL DOOR FRAME OR BORROWED LIGHT OF THE TYPE AND

STYLE INDICATED ON THE DOOR OR BORROWED LIGHT

SCHEDULE

REMOVE EXISTING CASEWORK, COUNTERS, SHELVING,

EQUIPMENT, AND SUPPORTS, SHOWN WITH DASHED LINES.

REMOVE EXISTING PLUMBING FIXTURES, SHOWN WITH DASHED

LINES. EXISTING PIPING SHALL BE CAPPED AS INDICATED ON

THE PLUMBING DRAWINGS. ANY FLOOR PENETRATIONS DUE

TO THE REMOVAL OF PIPING ARE TO BE FILLED AS NOTED IN

THE CUTTING AND PATCHING GENERAL NOTES.

1.

2.

3.

4.

5.

6.

CALLOUT HEAD

DOOR TAG

? INTERIOR ELEVATION

ROOM TAG WITH AREA

BUILDING SECTION

SPOT ELEVATION - TARGET

? WALL TAG

? WINDOW TAG

TEMP. CONSTRUCTION PARTITION

REVISION SYMBOL

REVISION NUMBER

CABINET / CEILING SECTION

EQUIPMENT TAGEQ.000

ROOM SIGNAGE TAG

X

A1/A001

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

00 00 00.A1 DESCRIPTIONSPECIFICATION SECTION KEYNOTE INFORMATION

ABBREVIATIONS AND ANNOTATIONS LEGEND

ROOM NAME

ROOM SF

01 PHOTO CALLOUT

N.I.C. NOT IN CONTRACT

EXISTING CONSTRUCTION PARTITION

NEW CONSTRUCTION PARTITION

PROJECT SCOPE

PROJECT SCOPE:

BUILDING #154 4,474 SQ. FT.

PROJECT DATA AND BUILDING

CODE INFORMATION

PROJECT DATA

PROJECT NAME:

PROJECT ADDRESS:

OWNER:

APPLICABLE CODES

BUILDING CODE:

ACCESSIBILITY CODE: 2010 STANDARDS FOR ACCESSIBLE

DESIGN (SAD)

2015 INTERNATIONAL BUILDING CODE

EAB PROJECT NUMBER: N/A

VISIN 17 DEMOLITION, TEMPLE

MECHANICAL CODE:

ELECTRICAL CODE:

PLUMBING CODE:

NFPA: 2015 NFPA 101 LIFE SAFETY CODE \

NFPA 12A (2009), 92 (2012), 204 (2012)

2015 INTERNATIONAL MECHANICAL

CODE

2017 NATIONAL ELECTRICAL CODE

(NFPA 70)

2015 INTERNATIONAL PLUMBING CODE

OSBC: NFPA 10, 20 (2010),70, 30, 45 (2011), 99

(2012), 13, 72 (2013)

FUEL AND GAS: 2015 INTERNATIONAL FUEL AND GAS

CODE

ENERGY CODE: 2015 INTERNATIONAL ENERGY

CONVERSATION CODE / 2013 ASHRAE

90.1.

WATER EFFICIENCY STANDARDS FOR

STATE BUILDING AND INSTITUTION OF

HIGHER EDUCATION

LIFE SAFETY INFORMATION

OCCUPANCY: EXISTING

COMMENTS

TYPE OF CONSTRUCTION: EXISTING NA

SPRINKLER SYSTEM: EXISTING NA

COMMENTSFIRE PROTECTION REQUIREMENTS

INT. BEARING WALLS: EXISTING

EXT.BEARING WALLS: EXISTING

EXISTING

EXISTING

INT. NONBEARING WALLS:

EXT. NONBEARING WALLS:

EXISTING

EXISTING

EXISTING

ROOF:

CEILING:

FLOOR:

STRUCTURAL BEAMS:

STRUCTURAL COLUMNS:

EXISTING

EXISTING

RATED SEPARATIONS: EXISTING

NA

ACOUSTICAL DESIGN: ASHRAE APPLICATIONS VOLUME,

CHAPTER 42 / ANSI S1.8 / ASA 84

1901 S. 1ST STREET

TEMPLE, TX 76504

U.S. DEPARTMENT OF VETERAN AFFAIRS

G. C. RESPONSIBILITIES TO

EXISTING CONDITIONS

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2.

3.

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9.

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12.

THE CONTRACTOR SHALL PERFORM A SITE VISIT. IN DOING SO

THE CONTRACTOR HAS AGREED THAT THEY HAVE

INVESTIGATED THE EXISTING CONDITIONS TO BE RENOVATED

AND COMPARE THEM TO THE WORK TO BE PERFORMED

ACCORDING TO THE CONTRACT DOCUMENTS.

INFORMATION CONTAINED ON THESE DRAWINGS WITH REGARD

TO EXISTING CONDITIONS OF CONSTRUCTION IS PROVIDED

FOR THE CONVENIENCE OF THE CONTRACTOR IN EXECUTING

THE NEW WORK. REASONABLE ATTEMPTS HAVE BEEN MADE TO

PROVIDE COMPLETE AND ACCURATE REPRESENTATION OF

SUCH EXISTING CONDITIONS. THIS INTERPRETATION HAS BEEN

DERIVED FROM DRAWINGS SUPPLIED BY THE OWNER AND HAS

BEEN FURTHER SUPPLEMENTED WITH FIELD-MEASUREMENTS

AND OBSERVATIONS. THE INFORMATION CONTAINED IN THESE

DRAWINGS, WITH REGARD TO THE EXISTING CONDITIONS OF

CONSTRUCTION IN NO WAY RELEASES THE CONTRACTOR FROM

THE RESPONSIBILITY OF VERIFYING COMPLETELY ALL FIELD

CONDITIONS RELATING TO THE EXECUTION OF THE WORK, AS

DESCRIBED IN THE CONTRACT DOCUMENTS.

NO GUARANTEE IS MADE AS TO THE GENERAL CONDITIONS OF

THE EXISTING BUILDING, THE CONTRACTOR SHALL FIELD VERIFY

AND DOCUMENT ALL EXISTING DIMENSIONS, ELEVATIONS,

BENCHMARKS, MATERIALS, UTILITIES AND CONSTRUCTION TYPE

THAT MAY AFFECT OR BE EFFECTED BY NEW WORK AND SHALL

COORDINATE SUCH FIELD VERIFICATION WITH THE CONTRACT

DOCUMENTS AND THE EXECUTION OF THE WORK. THE

CONTRACTOR SHALL NOTE ANY DISCREPANCIES AND/OR

CONFLICTS INVOLVING EXISTING CONDITIONS AND BRING THEM

TO THE ARCHITECT'S ATTENTION IMMEDIATELY.

THE CONTRACTOR SHALL FIELD-VERIFY THE EXISTING

CONDITIONS AS THEY RELATE TO SPECIFIC PORTIONS OF THE

WORK. VERIFICATION SHALL BE UNDERTAKEN IN ADVANCE TO

ALLOW FOR THE TIMELY IDENTIFICATION OF EXISTING

CONDITIONS THAT MAY AFFECT THE SCHEDULED INSTALLATION

OF NEW WORK AS DESIGNED AND DETAILED, AND TO AVOID

UNIQUE AND UNREASONABLE DELAYS TO THE PROJECT

SHOULD SUCH CONDITIONS BE DISCOVERED. TIMELY

IDENTIFICATION OF SUCH CONDITIONS SHALL PROVIDE FOR A

MINIMUM PERIOD OF TEN (10) WORKING DAYS DURING WHICH

TIME THE ARCHITECT WILL EVALUATE THE CONDITIONS AND

MAKE RECOMMENDATIONS FOR ACCOMMODATING NEW WORK.

THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND

EXTENT OF THE LIFE SAFETY SYSTEM (INCLUDING BUT NOT

LIMITED TO SPRINKLER SYSTEMS, SMOKE DETECTION SYSTEMS,

EMERGENCY LIGHTING SYSTEMS) AS THEY MAY BE AFFECTED

BY THE NEW WORK. THE CONTRACTOR IS RESPONSIBLE FOR

ACCOMMODATING THESE SYSTEMS WHEN AFFECTED BY NEW

WORK SO THAT ALL APPLICABLE CODES REQUIREMENTS ARE

SATISFIED.

THE AREAS ADJACENT TO THE PROJECT ARE CURRENTLY

OCCUPIED, AND MUST REMAIN COMPLETELY OPERATIONAL

DURING THEIR BUSINESS HOURS THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER ANY CONSTRUCTION ACTIVITIES

WHICH MAY IMPEDE THEIR NORMAL OPERATIONS, INCLUDING

ANY ACTIVITY WHICH CREATES EXCESSIVE NOISE, VIBRATION,

DUST AND NOTIFY ANY OCCUPANTS OF THE BUILDING OF ANY

CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THEIR ABILITY

TO OPERATE NORMALLY.

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS

TO PREVENT DAMAGE TO AREAS ADJACENT TO NEW

CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS

SYSTEMS CONNECTIONS OR EXTENSIONS ARE REQUIRED AND

SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY

CONSTRUCTION ACTIVITIES.

THE CONTRACTOR SHALL IDENTIFY POINTS OF ACCESS TO THE

BUILDING AND VERIFY MINIMUM CLEARANCES AVAILABLE FOR

USE IN TRANSPORTING NECESSARY CONSTRUCTION

MACHINERY, EQUIPMENT, MATERIALS, AND COMPONENTS INTO

THE BUILDING. USE OF SUCH POINTS OF ACCESS SHALL BE

APPROVED BY THE CLIENT.

THE CONTRACTOR SHALL IDENTIFY EXISTING COMPONENTS AND

ASSEMBLIES WITHIN THE BUILDING THAT ARE CONSTRUCTED AS

FIRE-RATED ASSEMBLIES; SHALL NOTE ANY DISCREPANCIES

AND/OR CONFLICTS INVOLVING EXISTING CONDITIONS AND

BRING THEM TO THE ARCHITECT'S ATTENTION IMMEDIATELY.

THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE BUILDING

IN A WEATHER TIGHT CONDITION.

THE CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW

UTILITY LINES ON OR ADJACENT TO THE SITE AND NOTIFY ALL

UTILITY COMPANIES WHEN WORK IS BEING CARRIED OUT

NEAR THEIR LINES.

THE CONTRACT LIMIT OF WORK SHOWN ON DRAWINGS IS

PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.

ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR

ENSURING PROPER INTERFACE BETWEEN EXISTING AND NEW

WORK.

DEMOLITION GENERAL NOTES

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2.

3.

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5.

6.

8.

7.

9.

10.

THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE

ARCHITECT'S DEMOLITION PLANS APPLY ONLY TO THE LIMITS OF

THE ARCHITECTURAL DEMOLITION. SEE THE OTHER

DISCIPLINES' DRAWINGS FOR THE LIMITS OF DEMOLITION FOR

THEIR DISCIPLINE.

THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM

EXISTING DRAWINGS WHICH WERE PROVIDED TO THE

ARCHITECT/ENGINEER BY OWNER AND THEY MAY NOT

REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING

WITH ANY WORK, THE CONTRACTOR SHALL VERIFY THE

ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING

FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE

ARCHITECT OF ANY INCONSISTENCIES BETWEEN THESE

DRAWINGS AND ACTUAL CONDITIONS.

DEMOLITION IS INTENDED TO PREPARE THE BUILDING TO

RECEIVE THE NEW WORK. THE INFORMATION PROVIDED IN NO

WAY INTENDS TO MEAN THAT DEMOLITION IS LIMITED ONLY TO

THOSE ITEMS SPECIFICALLY IDENTIFIED. THE CONTRACTOR

SHALL REMOVE ALL EXISTING ITEMS OF CONSTRUCTION AND

EQUIPMENT WITHIN THE PROJECT AREA INDICATED ON THE

DEMOLITION PLAN, INCLUDING, BUT NOT LIMITED TO FLOOR

MATERIAL, BASE, WALLS, CEILINGS, DOORS, DOOR FRAMES,

WINDOWS, WINDOW FRAMES, CASEWORK, ATTACHMENTS,

ELECTRICAL, MECHANICAL, PLUMBING FIXTURES AND SYSTEM,

AS REQUIRED TO ALLOW FOR THE EXECUTION OF NEW WORK.

AFTER DEMOLITION WORK IS COMPLETE, REPAIR ALL HOLES IN

EXISTING-TO-REMAIN FLOORS, WALLS, FIRE BARRIERS, AND

ROOFS TO COMPLY WITH ORIGINAL FIRE/SMOKE/SOUND

ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND

STRUCTURAL INTEGRITY.

OWNER SHALL REMOVE ALL NON-BUILT-IN EXISTING EQUIPMENT

STORAGE UNITS AND FURNITURE. THE CONTRACTOR SHALL

REMOVE SUPPORTS, TRACKS, BUILT-IN ITEMS (STORAGE

CABINETS, CASEWORK, ETC.), ALONG WITH THE NORMAL

DEMOLITION WORK.

THE CONTRACTOR SHALL REMOVE ALL ITEMS TO BE

DEMOLISHED IN THEIR ENTIRETY INCLUDING ALL ASSOCIATED

PIPING, WIRING, HANGERS, SUPPORTS, PROJECTIONS, BOLTS,

NAILS, ETC. FROM EXISTING SURFACES, AND PATCH ALL HOLES

TO MATCH ADJACENT SURFACES OR PROVIDE NEW SCHEDULED

FINISHES.

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND COR

IMMEDIATELY IF ANY DEMOLITION OR NEW CONSTRUCTION

WORK CANNOT BE PERFORMED DUE TO EXISTING FIELD

CONDITIONS.

THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S AND

COR'S ATTENTION FOR A DECISION ALL STRUCTURAL

INTERFERENCE THAT WOULD AFFECT THE EXECUTION OF THE

NEW WORK. NO FLOOR OR STRUCTURAL MEMBER SHALL BE

CUT WITHOUT PERMISSION OF REGISTERED STRUCTURAL

ENGINEER. ALL PROPOSED SLEEVE/ CORING SHALL BE

REVIEWED BY THE ARCHITECT.

DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE

WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL

AUTHORITIES HAVING JURISDICTION.

THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES

AND STRUCTURAL ELEMENTS AS NECESSARY DURING

DEMOLITION. THE CONTRACTOR SHALL ENGAGE A STRUCTURAL

ENGINEER TO DETERMINE REQUIREMENTS.

ADD ALTERNATES

NOT APPLICABLE

DEFINITIONS

OWNER- VETERANS AFFAIRS

GC- GENERAL CONTRACTOR

CONTRACTOR- GENERAL CONTRACTOR

COR- CONTRACTING OFFICERS REPRESENTATIVE

CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO

CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS

REQUIRED BY THE VETERANS AFFAIRS.

EXISTING UTILITY LOCATIONS SHOWN ARE TAKIEN FROM AVAILABLE

RECORDS PROVIDED BY THE OWNER AND FIELD LOCATIONS OF

SURFACE APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY

SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE

SIZE AND LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY

LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME

RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND PROTECTION OF

EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR

SHALL ALSO ASSUME RESPONSIBILITY FOR ACTUAL REPAIRS TO

EXISTING FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY

CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR

VERTICAL LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS

FOR ADDITIOANL EXPENSE. CALL TEXAS 811, 24 HOURS BEFORE

ANY SITE UTILITY DEMOLITION.

1.

2.

GENERAL PROJECT NOTES

3.

4.

5.

6.

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CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY

MANHOLE LIDS, CLEANOUTS, WATER VALVES, AND OTHER

SURFACE APPURTENANCES AS REQUIRED. CONTRACTOR SHALL

COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES

AND THE APPROPRIATE UTILITY AGENCIES AND PROVIDE FOR ALL

FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THE

ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO THE

CONSTRUCTION CONTRACT.

ASBESTOS: DEMOLITION SHALL NOT PROCEED UNTIL A COMPLETE

ASBESTOS SURVEY OF THE PROJECT AREA HAS BEEN CONDUCTED

AND A DETAILED ABATEMENT REPORT ISSUED TO THE OWNER

PROJECT COORDINATOR BY THE ASBESTOS MANAGER.

THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY

MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS

WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL

HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACOR PRIOR

TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE

CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE.

BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL

CONFORM TO THE LATEST EDITION OF THE "TEXAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR.

TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL

PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS

RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR

WORK ON PROJECT.

ANY DAMAGES THAT MAY OCCUR TO THE REAL PROPERTY OR

EXISITNG IMPROVEMENTS SHALL BE RESTORED BY THE

CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL

PROPERTY OR EXISITING IMPROVEMENTS WERE IN PRIOR TO THE

DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S

APPROVAL; MOREVER, THIS RESTORATION SHALL NOT BE A BASIS

FOE ADDITIOANL COMPENSATION TOT HE CONTRACOR.

RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO,

REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING

TREES ETC.

CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND

WATER SERVICE AT ALL TIMES DURING CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES

DURING CONSTRUCTION. PONDING OF WATER IN STREET, DRIVES,

TRUCK COURTS, TRENCHES, ETC. WILL NOT BE ALLOWED.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY

COMPANIES AND ADJUSTMENT OF EXISTING SANITARY SEWER

CLEANOUTS, WATER METERS AND ANY OTHER APPURTENANCES

TO NEW GRADE AS REQUIRED.

PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE

DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS. ALL

SAWCUTS SHALL BE FULL DEPTH CUTS. CONTRACTOR SHALL MAKE

EFFORTS TO PROTET CONCRETE AND/OR ASPHALT EDGES. ANY

LARGE SPALLED OR BROKEN EDGES SHALL BE REMOVED BY

SAWCUTTING PAVEMENT PRIOR TO REPLACEMENT.

INFORMATION PROVIDED ON THIS PLAN DOES NOT DELINEATE ANY

UNDERGROUND FOUNDATIONS OR OBJECTS THAT CURRENTLY MAY BE

COVERED.

GRADING NOTES:

A. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH

THE STANDARD DETAILS OF THE DEPARTMENT OF THE

VETERANS AFFAIRS AND CONFORM TO THE REQUIREMENTS OF

THE PLANS AND CONTRACT DOCUMENTS.

B. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR

DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION.

C. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL

AND DISPOSAL.

D. 4:1 IS THE MAXIMUM ALLOWABLE SLOPE WITHIN THE EARTHEN

AREAS.

E. ALL AREAS WITHIN THE PROJECT LIMITS SHALL BE CLEAR OF ALL

STUMPS, ROOTS, DEBRIS, AND ANY ABOVE SURFACE GROWTH.

F. COMPACT TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY

AS DETERMEINED BY THE STANDARD PROCTOR 698. IN

CONJUNCTION WITH THE COMPACTING OPERATION, FILL

MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT

PERCENTAGES POINTS BELOW OPTINUM TO (+3) PERCENTAGE

POINTS ABOVE OPTINUM (-3 TO +3).

G. OWNER SHALL HIRE A MATERIALS TESTING COMPANY TO

PERFORM COMPACTION TESTS.

H. A SITE EROSION CONTROL PLAN AND STORMWATER POLLUTION

PLAN SHALL BE PREPARED AND PROVIDED TO THE

DEPARTMENT OF VETERANS AFFAIRS BY CONTRACTOR

PRIORTO START OF CONSTRUCTION. THESE PLANS SHALL

CONFORM TO FEDERAL, STATE, AND LOCAL REQUIREMENTS.

I. ONCE THE PIER AND BEAM FOUNDATION SYSTEM IS REMOVED

THE CONTRACTOR IS RESPONSIBLE FOR FILLING IN THE CRAWL

SPACE WITH COMMON FILL AND CAPPED WITH NEW SOD.

IRRAGATION NOTES:

A. CONTRACTOR TO REMOVE THE EXISTIING IRRAGATION

SYSTEM. THIS MAY INCLUDE BUT NOT TO BE LIMITED TO

NEW ZONE, CONTROL VALVES, IRRIGATION LINS,

SPRINKLER HEADS ETC.

B. ALL WORK RELATED TO THE IRRIGATION SYSTEM SHALL

BE A DELEGATED DESIGN PERFORMED BY A LICENSED

LANDSCAPE IRRIGATOR. DESIGN PLAN SHALL BE

SUBMITTED TO THE OWNER PRIOR TO PERFORMING ANY

RELATED ACTIVITIES.

C. NO MACHINE TRENCHING IS PERMITTED WITHIN THE ROOT

ZONE OF EXISTING TREES. NO ROOTS OVER 1" DIAMETER

SHALL BE CUT. STAKE ALL PROPOSED TRENCH ROUTES

NEAR EXISTING TREES FOR APPROVAL BY THE OWNER.

D. WHERE NEW LANDSCAPING IS REQUIRED SHALL INCLUDE

IRRIGATION SPRINKLER COVERAGE IN THE DELEGATED

IRRIGATION PLAN.

E. CONTRACOR TO PROVIDE NEW SOD/ TURF TO MATCH

EXISTING IN THE AREAS BEING REGRADED OR DAMAGED

DURING CONSTRUCTION RELATED ACTIVITIES.

F. CONTRACOR SHALL BE RESPONSIBLE FOR THE REPAIR

OR REPLACEMENT OF ALL DAMAGES TO EXISTING CURBS,

PAVEMENT, SIDEWALKS WITHIN THE CONSTRUCTION AREA

THAT ARE THE RESULT OF CONSTRUCTION RELATED

ACTIVITIES.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO:

A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY

OWNER'S POLES, FENCES, SHRUBS, ETC.

B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION.

C. PROTECT ALL UNDERGROUND UTILITIES TO REMIAN IN SERVICE.

D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL

UTILITIES PRIOR TO START.

THE CONTRACTOR SHALL BE RESPONSIBLE FOE PROPER REMOVAL

AND DISPOSAL OF MATERIALS AS REQUIRED BY THE OWNER OR

OWNER'S REPRESENTATIVE.

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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EA:CLIENT:

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TM

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INDEX AND GENERAL

INFORMATION

VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

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V17-18-101

E A

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ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

MECHANICAL ELECTRICAL PLUMBING (MEP)

MEP-000 SYMBOL LEGEND AND GENERAL NOTES

MEP-100 SITE PLAN - DEMOLITION

DEMOLITION FLOOR PLAN - BUILDING 154

ARCHITECTURE

A-000 COVER SHEET

A-001 INDEX AND GENERAL INFORMATION

A-100 OVERALL EXISTING SITE PLAN

A-101 ENLARGED DEMO SITE PLAN

A-200 EXISTING FLOOR PLAN

A-201 DEMOLITION FLOOR PLAN

A-300 EXISTING PHOTOGRAPHS & DEMOLITION NOTES

A-301 EXISTING PHOTOGRAPHS & DEMOMITION NOTES

A-302 EXISTING PHOTOGRAPHS & DEMOLITIONS NOTES

A-400 EROSION CONTROL

D5 DEMOLITION LEGEND

F2 ABBREVIATIONS AND ANNOTATIONS LEGEND F7 PROJECT SCOPE

D7 PROJECT DATA AND CODE INFOD4 CONTRACTOR RESPONSIBILITIES

E6 DEMOLITION GENERAL NOTES

F8 ADD ALTERNATESF6 DEFINITIONS

D2 GENERAL PROJECT NOTES

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REVISION SCHEDULE

No. DESCRIPTION DATE

MEP200

THE ENTIRE BUILDING INCLUDING ITS FOUNDATION IS TO BE

DEMOLISHED AND LEGALLY REMOVED FROM THE SITE.

ROAD 11

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P L

02 40 00.A8

02 40 00.A902 40 00.A9

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA:CLIENT:

P R

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C T

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1 2 3 4 5 6 7 8

TM

A-100

OVERALL EXISTING SITE

PLAN

VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

V

IS

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IT

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V17-18-101

E A

.0

ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

KEYNOTESD8

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 40 00.A8 EXISTING FIRE HYDRANT TO REMAIN

02 40 00.A9 EXISTING PARKING SPACES TO REMAIN

A. GENERAL CONTRACTOR AND OWNER TO VERIFY EXISTING

CONDITIONS OF CURBS, SIDEWALKS AND ROADS INSIDE

FENCING AREA. GENERAL CONTRACTOR TO COORDINATE

STAGING FOR PROJECT WITH VA'S PROJECT ENGINEER.

B. GENERAL CONTRACTOR SHALL SUBMIT EXISTING ROAD/

CURB CONDITIONS TO VA'S PROJECT ENGINEER BEFORE

OCCUPYING THE PROJECT SITE.

C. GENERAL CONTRACOR IS TO SAW CUT THE FULL DEPTH

OF THE ASPHALT AND CONCRETE CURB OR DRIVE.

REFER TO THE PAVING NOTES ON D2/ A-001 FOR

INSTALLING A NEW ASPHALT ROAD., CONCRETE CURB

AND GUTTER.

D. GENERAL CONTRACOR TO COORDNATE STAGING AREA

AND FENCING FOR PROJECT WITH VA'S PROJECT ENGINEER

PRIOR TO ANY WORK.

GENERAL NOTES TO SHEETA8

1" = 20'-0"

OVERALL EXISTING SITE PLANF4

F1

A-101

CAMPUS LOCATION MAPC4

NORTH

PLAN

NORTH

TRUE

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

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D

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S

T E X

A6

S

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3 3A T

E

T

C

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REVISION SCHEDULE

No. DESCRIPTION DATE

02 41 00.C27

T E

A G

U E

P L

7' - 4"

4' - 0"

3' - 8"

11' - 0"

7' - 4"

3' - 8"

19' - 3"

12' - 1"

11' - 0 3/8"

A /A

-3

A 4/A

-300

F6/A-300

F1/A-300

A /A

-3

F /A

-3

A /A

-3

D /A

-3

D6/A-300

D 2/

A -3

F4/A-300

F 1/A

-301

A4/A-301

D6/A-301

LOOKING

INSIDE

F6/A-301

LOOKING

INSIDE

F /A

-3

D1/A-301

A /A

-3

D2/A-301

D4/A-301

A /A

-3

D /A

-30

02 41 00.C27

02 41 00.C27

02 40 00.A602 40 00.A6

02 40 00.A6

02 40 00.A6

02 41 00.C3

02 40 00.A4

02 40 00.A4 02 40 00.A7

02 41 00.C5002 41 00.C50

02 41 00.C56

01 10 00.A13

02 40 00.A902 40 00.A9

02 41 00.D9

02 41 00.C69

02 40 00.A19

2' - 0"

02 41 00.D9

02 40 00.A19

02 40 00.A19

02 40 00.A20

02 40 00.A20

02 40 00.A20

02 40 00.A19

02 40 00.A19

02 41 00.A7

02 41 00.A7

02 40 00.A902 40 00.A9

02 41 00.C61

02 41 00.D9

02 40 00.A21

02 40 00.A21

02 40 00.A16

02 40 00.A18

02 41 00.C53

02 41 00.C54

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

TM

A-101

ENLARGED DEMO SITE PLAN VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

V

IS

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M P

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C O

N S

T R

U C

T

IO

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V17-18-101

E A

.0

ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

KEYNOTESD8

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

01 10 00.A13 PROTECT DESIGNATED SMOKING PAVILION AND

CONCRETE PAD

02 40 00.A4 EXISTING LIGHT FIXTURE TO REMAIN

02 40 00.A6 EXISTING TREE TO BE PROTECTED AND SAVED

02 40 00.A7 EXISTING DUMPSTER TO BE RELOCATED PER

OWNER'S APPROVED LOCATION

02 40 00.A9 EXISTING PARKING SPACES TO REMAIN

02 40 00.A16 EXISTING TRANSFORMER ON CONCRETE PAD

02 40 00.A18 EXISTING STEAM MAN HOLE/VAULT, REFER MEP

DRAWINGS

02 40 00.A19 EXISTING CURB TO REMAIN, TYPICALLY

02 40 00.A20 EXISTING DRIVE TO REMAIN, TYPICALLY

02 40 00.A21 EXISTING MAN HOLE, REFER TO MEP DRAWINGS

02 41 00.A7 EXISTING SHRUB AND ROOTS TO BE REMOVED

02 41 00.C3 CONCRETE WALK TO BE REMOVED

02 41 00.C27 ROOF STRUCTURE AND SYSTEM TO BE REMOVED

02 41 00.C50 CLEAN OUT FOR BUILDING TO BE REMOVED, REFER

PLUMBING DRAWINGS

02 41 00.C53 REMOVE MASONRY CHIMNEY

02 41 00.C54 REMOVE MECHANICAL EQUIPMENT AND CONCRETE

PAD, REFER MECHANICAL DRAWINGS

02 41 00.C56 CONCRETE RAMP AND RAILING TO BE REMOVED

02 41 00.C61 REMOVE EXISTING SIGN POLES AND CONCRETE PAD

02 41 00.C69 RAILING TO BE REMOVED

02 41 00.D9 SAW CUT LINE, REFER TO GENERAL NOTES TO

SHEET AND A-XXX PAVING NOTES

A8

1/8" = 1'-0"

ENLARGED DEMO SITE PLANF1

NORTH

PLAN

A. GENERAL CONTRACTOR AND OWNER TO VERIFY EXISTING

CONDITIONS OF CURBS, SIDEWALKS AND ROADS INSIDE

FENCING AREA. GENERAL CONTRACTOR TO COORDINATE

STAGING FOR PROJECT WITH VA'S PROJECT ENGINEER.

B. GENERAL CONTRACTOR SHALL SUBMIT EXISTING ROAD/

CURB CONDITIONS TO VA'S PROJECT ENGINEER BEFORE

OCCUPYING THE PROJECT SITE.

C. GENERAL CONTRACOR IS TO SAW CUT THE FULL DEPTH

OF THE ASPHALT AND CONCRETE CURB OR DRIVE.

REFER TO THE PAVING NOTES ON D2/ A-001 FOR

INSTALLING A NEW ASPHALT ROAD., CONCRETE CURB AND

GUTTER.

D. GENERAL CONTRACOR TO COORDNATE STAGING AREA

AND FENCING FOR PROJECT WITH VA'S PROJECT ENGINEER

PRIOR TO ANY WORK.

E. REFER A-001 FOR GRADING NOTES

F. REFER TO EXISTING PHOTOGRAPH SHEETS FOR

ADDITIONAL DEMOLITION NOTES AND EXISTING CONDITIONS

GENERAL NOTES TO SHEET

S N

E

HP

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SNNYL

R E

G O

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D

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S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

38' - 0"11' - 6"

77' - 5"

38' - 5 5/8"

14' - 6 5/8"

6' - 5 5/8"

22' - 5 5/8"

58' - 6 5/8"

66' - 6 5/8"

8' - 5 1/8"

19' - 6 1/8"

6' - 6"

14' - 6"

23' - 6"

31' - 6"

5' - 6"

MEN

WOMEN

101C

BREAK

101A

ENGINEER

TECH

101B

ELECTRICAL

ENGINEER

CONSTRUCTION

INSPECTOR

CHEIF

PLANNING

DESIGN

ARCHITECT

COPIER

CHEIF FMS

WAITING

MECHANICAL

ENGINEER

CONFERENCE

RM

ACCOUNTING

TECH

AA TO

ENGINEERING109

DEPUTY CHEIF

PROJECT

MANAGER

PLAN FILE/

BLUEPRINT

H.A.C

109A

ELEC

4"

D /A

-3

A 4/A

-300

D /A

-3

D6/A-300

3' - 8"

A /A

-3

D6/A-301

LOOKING

INSIDE

F /A

-3

D1/A-301

A /A

-3

A /A

-3

D /A

-3

D2/A-302

A /A

-3

F /A

-3

F3/A-302

D /A

-3

F 2/A

-302

A6/A-302

A /A

-3

F /A

-3

D5/A-302

COPIER

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

TM

A-200

EXISTING FLOOR PLAN VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

V

IS

N

D

E M

O L

IT

IO

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T E

M P

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B

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D

IN

G

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

V17-18-101

E A

.0

ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

A- FOR PROJECT DEMOLITION NOTES REFER TO E6/A-001

B- REFER SHEETS A-300 AND A-301 FOR EXISTING

PHOTOS, CONDITIONS AND ADDITIONAL INFORMATION.

GENERAL NOTES TO SHEETA8

1/4" = 1'-0"

EXISTING FLOOR PLANF1

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

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D

T

S

T E X

A6

S

O F

3 3A T

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C

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4' - 4" 11' - 6" 38' - 0"

77' - 5"

77' - 5"

23' - 7"

/8

/8

02 41 00.C22

02 41 00.C18

02 41 00.C1702 41 00.C14

02 41 00.C35

02 41 00.C3602 41 00.C36

02 41 00.C19

02 41 00.C26

02 41 00.C2502 41 00.C25

02 41 00.C19

02 41 00.C46

02 41 00.C22

02 41 00.C18

02 41 00.C7 02 41 00.C10

02 41 00.C6

02 41 00.C5

02 41 00.C22

02 41 00.C18

02 41 00.C17

02 41 00.C7

02 41 00.C18

02 41 00.C22

02 41 00.C1702 41 00.C17

02 41 00.C7

02 41 00.C22

02 41 00.C17

02 41 00.C15

02 41 00.C17

02 41 00.C18

02 41 00.C51

02 41 00.C18 02 41 00.C7 02 41 00.C13

02 41 00.C1702 41 00.C17

PROJECT MANAGER

PLAN FILE/

BLUEPRINT

ELECTRICAL ENGINEER

CONSTRUCTION

INSPECTOR

ENGINEER

TECH

MECHANICAL

ENGINEER

CONFERENCE ROOM

CHEIF

PLANNING

DESING

ARCHITECT

WAITING

CHEIF FMS

ACCOUNTING

TECH

AA TO

ENGINEERING

DEPUTY CHEIF

ELEC

BREAK

MEN

WOMEN

02 41 00.C1702 41 00.C17

02 41 00.C2202 41 00.C22

02 41 00.C48

02 41 00.C17

02 41 00.C22

02 41 00.C5202 41 00.C52

02 41 00.C54

02 41 00.C53

02 41 00.C55

02 41 00.C2202 41 00.C2202 41 00.C22

02 41 00.C2202 41 00.C2202 41 00.C22

02 41 00.C1802 41 00.C18

02 41 00.C56

02 41 00.C18

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 41 00.C17

02 41 00.C18

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 41 00.C57

02 40 00.A19

02 41 00.D9

2' - 0"

02 41 00.C21

02 41 00.C21

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

TM

A-201

DEMOLITION FLOOR PLAN VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

V

IS

N

D

E M

O L

IT

IO

N

T E

M P

L E

B

U

IL

D

IN

G

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

V17-18-101

E A

.0

ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

KEYNOTESD8

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 40 00.A19 EXISTING CURB TO REMAIN, TYPICALLY

02 41 00.C5 CONCRETE TO BE REMOVED

02 41 00.C6 CONCRETE PORCH TO BE REMOVED

02 41 00.C7 BRICK MASONRY TO BE REMOVED

02 41 00.C10 WOOD POSTS TO BE REMOVED

02 41 00.C13 WATER HOSE SPIGOT TO BE REMOVED

02 41 00.C14 CASEWORK TO BE REMOVED

02 41 00.C15 INTERIOR STOREFRONT GLAZING SYSTEM TO BE

REMOVED

02 41 00.C17 DOOR AND FRAME TO BE REMOVED

02 41 00.C18 WINDOW AND FRAME TO BE REMOVED

02 41 00.C19 TOILET TO BE REMOVED

02 41 00.C21 CEILING TO BE REMOVED

02 41 00.C22 WALL TO BE REMOVED

02 41 00.C25 LAVATORY AND CASEWORK TO BE REMOVED

02 41 00.C26 URINAL TO BE REMOVED

02 41 00.C35 PLUMBING FIXTURES TO BE REMOVED

02 41 00.C36 TOILET PARTITION TO BE REMOVED

02 41 00.C46 SHELVING TO BE REMOVED

02 41 00.C48 ELECTRICAL PANELS AND POWER TO BE REMOVED,

REFER ELECTRICAL DRAWINGS

02 41 00.C51 TRANSFORMER TO BE REMOVED, REFER ELECTRICAL

DRAWINGS

02 41 00.C52 GRAB BARS TO BE REMOVED

02 41 00.C53 REMOVE MASONRY CHIMNEY

02 41 00.C54 REMOVE MECHANICAL EQUIPMENT AND CONCRETE

PAD, REFER MECHANICAL DRAWINGS

02 41 00.C55 REMOVE PLUMBING AND GAS LINES, REMOVE SUMP

PUMP, REFER MEP DRAWINGS

02 41 00.C56 CONCRETE RAMP AND RAILING TO BE REMOVED

02 41 00.C57 EXISTING FLOORING, BASE AND SUBFLOOR TO BE

REMOVED

02 41 00.D9 SAW CUT LINE, REFER TO GENERAL NOTES TO SHEET

AND A-XXX PAVING NOTES

GENERAL NOTES TO SHEETA8

A- FOR PROJECT DEMOLITION NOTES REFER TO E6/A-001

B- REFER TO EXISTING PHOTOGRAPHS AND DEMOLITION

NOTES FOR ADDITIONAL INFORMATION

C- REFER TO MEP SHEETS FOR ADDITIONAL INFORMATION

D- ALL EXISTING FURNITURE AND NON BUILT IN EQUIPMENT

TO REMOVED BY OWNER

1/4" = 1'-0"

ENLARGED DEMO FLOOR PLANF1

S N

E

HP

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SNNYL

R E

G O

R

E T

RA

C

H

I

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D

T

S

T E X

A6

S

O F

3 3A T

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T

C

E R

G

02 41 00.C2702 41 00.C27

02 41 00.C53

02 41 00.C45

02 41 00.C18

02 41 00.C7

02 41 00.C58

02 41 00.C55

02 41 00.C54

02 41 00.C27

02 41 00.C7

02 41 00.C58

02 41 00.C6

02 41 00.C10

02 41 00.C45 02 41 00.C17

02 41 00.C1802 41 00.C18

02 41 00.C53

02 41 00.C27

02 41 00.C18

02 41 00.C54

02 41 00.C7

02 41 00.C55

02 41 00.C18

02 41 00.C17

02 41 00.C55

02 41 00.C59

02 41 00.C59

02 41 00.C7

02 41 00.C27 02 41 00.C18

02 41 00.C53

02 41 00.C1802 41 00.C18

02 41 00.C7

02 41 00.C5802 41 00.C13

02 40 00.A602 41 00.C18 02 41 00.C17

02 41 00.C7

02 41 00.C6

01 10 00.A1302 40 00.A6 02 41 00.C5902 41 00.C27 02 41 00.C18 02 41 00.C7

02 40 00.A6

02 41 00.C53

02 41 00.C7

02 40 00.A18

02 41 00.C54

02 40 00.A18

02 41 00.D9

02 41 00.C55

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

TM

A-300

EXISTING PHOTOGRAPHS &

DEMOLITION NOTES

VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

V

IS

N

D

E M

O L

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ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

KEYNOTESD8

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

01 10 00.A13 PROTECT DESIGNATED SMOKING PAVILION AND

CONCRETE PAD

02 40 00.A6 EXISTING TREE TO BE PROTECTED AND SAVED

02 40 00.A18 EXISTING STEAM MAN HOLE/VAULT, REFER MEP

DRAWINGS

02 41 00.C6 CONCRETE PORCH TO BE REMOVED

02 41 00.C7 BRICK MASONRY TO BE REMOVED

02 41 00.C10 WOOD POSTS TO BE REMOVED

02 41 00.C13 WATER HOSE SPIGOT TO BE REMOVED

02 41 00.C17 DOOR AND FRAME TO BE REMOVED

02 41 00.C18 WINDOW AND FRAME TO BE REMOVED

02 41 00.C27 ROOF STRUCTURE AND SYSTEM TO BE REMOVED

02 41 00.C45 LIGHT FIXTURES TO BE REMOVED

02 41 00.C53 REMOVE MASONRY CHIMNEY

02 41 00.C54 REMOVE MECHANICAL EQUIPMENT AND CONCRETE

PAD, REFER MECHANICAL DRAWINGS

02 41 00.C55 REMOVE PLUMBING AND GAS LINES, REMOVE SUMP

PUMP, REFER MEP DRAWINGS

02 41 00.C58 CONCRETE SLAB AND FOOTINGS TO BE REMOVED

02 41 00.C59 REMOVE WALL AND VINYL SIDING

02 41 00.D9 SAW CUT LINE, REFER TO GENERAL NOTES TO SHEET

AND A-XXX PAVING NOTES

EXISTING STEAM VAULTF1 EXISTING DESGNATED SMOKING AREA PAVILIONF2 EXISTING EXTERIOR NORTHWEST CORNERF4 EXISTING STEAM VAULTF6

EXTERIOR NORTHD2 EXTERIOR WEST SIDE WITH CHIMNEYD4 EXISTING GAS AND PLUMBINGD6

EXTERIOR WESTA2 EXTERIOR EAST ENTRYA4 EXTERIOR WEST MECHANICAL PADA6

EXISTING EXTRYD1

EXTERIOR EASTA1

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02 41 00.C56

02 40 00.A7

02 40 00.A10

02 41 00.C51

02 41 00.A7

02 41 00.C50 02 41 00.C2

02 40 00.A6 02 40 00.A402 41 00.C18

02 41 00.C10

02 41 00.C27

02 41 00.C56

02 41 00.C51

02 41 00.C33 02 41 00.C18

02 41 00.A702 41 00.A7

02 41 00.A7

02 41 00.A7

02 41 00.C18

02 41 00.C17 02 41 00.A702 41 00.C7

02 41 00.C61

02 41 00.C23

02 41 00.C55

02 41 00.C7

02 41 00.A7

02 41 00.C51

02 41 00.B1

02 41 00.C18 02 41 00.A702 41 00.A7

02 40 00.A4

02 40 00.A6

02 41 00.B102 41 00.B1

02 41 00.D9 02 40 00.A1902 40 00.A20

02 41 00.D9

02 40 00.A19

02 40 00.A19

02 40 00.A20

02 40 00.A21

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MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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EXISTING PHOTOGRAPHS &

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VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

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ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

EXTERIOR NORTHEAST CORNERF1 EXISTING SOUTHWEST CORNERF2 EXISTING EXTERIOR WESTF4 SHUT OFF VALVE?F6

EXTERIOR SOUTHD2 EXTERIOR SOUTHD4 EXISTING GAS AND PLUMBINGD6

EXTERIOR EASTA2 EXTERIOR EAST RAMPA4 EXTERIOR NORTH ENTRY RAMPA6

EXISTING ELECTRICAL & TRANSFORMERD1

EXISTING TRANSFORMER & STEAM VAULTA1

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 40 00.A4 EXISTING LIGHT FIXTURE TO REMAIN

02 40 00.A6 EXISTING TREE TO BE PROTECTED AND SAVED

02 40 00.A7 EXISTING DUMPSTER TO BE RELOCATED PER

OWNER'S APPROVED LOCATION

02 40 00.A10 EXISTING STOP SIGN TO REMAIN

02 40 00.A19 EXISTING CURB TO REMAIN, TYPICALLY

02 40 00.A20 EXISTING DRIVE TO REMAIN, TYPICALLY

02 40 00.A21 EXISTING MAN HOLE, REFER TO MEP DRAWINGS

02 41 00.A7 EXISTING SHRUB AND ROOTS TO BE REMOVED

02 41 00.B1 DISCONNECT AND SEAL EXISTING UTILITIES,

REFER MEP DRAWINGS

02 41 00.C2 ASPHALT PAVING TO BE REMOVED

02 41 00.C7 BRICK MASONRY TO BE REMOVED

02 41 00.C10 WOOD POSTS TO BE REMOVED

02 41 00.C17 DOOR AND FRAME TO BE REMOVED

02 41 00.C18 WINDOW AND FRAME TO BE REMOVED

02 41 00.C23 OVERHANG TO BE REMOVED

02 41 00.C27 ROOF STRUCTURE AND SYSTEM TO BE REMOVED

02 41 00.C33 BUILDING ELECTRICAL POWER TO BE

DISCONNECTED, REFER ELECTRICAL

02 41 00.C50 CLEAN OUT FOR BUILDING TO BE REMOVED,

REFER PLUMBING DRAWINGS

02 41 00.C51 TRANSFORMER TO BE REMOVED, REFER

ELECTRICAL DRAWINGS

02 41 00.C55 REMOVE PLUMBING AND GAS LINES, REMOVE

SUMP PUMP, REFER MEP DRAWINGS

02 41 00.C56 CONCRETE RAMP AND RAILING TO BE REMOVED

02 41 00.C61 REMOVE EXISTING SIGN POLES AND CONCRETE

PAD

02 41 00.D9 SAW CUT LINE, REFER TO GENERAL NOTES TO

SHEET AND A-XXX PAVING NOTES

KEYNOTESD8

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02 41 00.C45

02 41 00.A6

02 41 00.C38

02 41 00.C17

02 41 00.C36

02 41 00.C26

02 41 00.C25

02 41 00.C38

02 41 00.C22 02 41 00.C21 02 41 00.C45

02 41 00.A6

02 41 00.C38

02 41 00.C18

02 41 00.C2802 41 00.C21

02 41 00.C28

02 41 00.C21

02 41 00.C22

02 41 00.C15

02 41 00.C2102 41 00.C45

02 41 00.C41

02 41 00.C27 02 41 00.C63

02 41 00.C45

02 41 00.C64

02 41 00.C6402 41 00.C64

02 41 00.C14 02 41 00.C45

02 41 00.C25

02 41 00.C22

02 41 00.D1202 41 00.D12

02 41 00.C21

02 41 00.C21

02 41 00.C19

02 41 00.C19

02 41 00.C36

02 41 00.C52

02 41 00.C22

02 41 00.C2202 41 00.C22

02 41 00.C18

02 41 00.C14

02 41 00.C14 02 41 00.C22

02 41 00.C3802 41 00.C38

02 41 00.C38

02 41 00.C14 02 41 00.C14

02 41 00.B1

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MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

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VISN 17 DEMOLITION

TEMPLE- BUILDING 154

03/29/2019 Checker Author

1901 S. 1ST STREET, TEMPLE, TEXAS 76504

03/29/2019

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

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ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

ENAPAY, LLC

207 WEST MAIN STREET

MESQUITE, TX 75149

T. 214.505.0659

MEN 102 TOILET RMF1 WOMEN 103 TOILET RMF2 EXISTING EXTERIOR NORTHWEST CORNERF3 CHEIF FMS 112F5

BREAK RM 101CD2 WOMEN 103 TOILET RMD3 WAITING 115D5

MEN 102 TOILET RMA2 CONSTRUCTION INSPECTOR 101 OPEN OFFICEA3 CONSTRUCTION INSPECTOR 101 OPEN OFFICEA5

BREAK RM 101CD1

BREAK RM 101CA1

KEYNOTESD8

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02 41 00.A6 SALVAGE ITEM, RETURN TO OWNER

02 41 00.B1 DISCONNECT AND SEAL EXISTING

UTILITIES, REFER MEP DRAWINGS

02 41 00.C14 CASEWORK TO BE REMOVED

02 41 00.C15 INTERIOR STOREFRONT GLAZING

SYSTEM TO BE REMOVED

02 41 00.C17 DOOR AND FRAME TO BE REMOVED

02 41 00.C18 WINDOW AND FRAME TO BE REMOVED

02 41 00.C19 TOILET TO BE REMOVED

02 41 00.C21 CEILING TO BE REMOVED

02 41 00.C22 WALL TO BE REMOVED

02 41 00.C25 LAVATORY AND CASEWORK TO BE

REMOVED

02 41 00.C26 URINAL TO BE REMOVED

02 41 00.C27 ROOF STRUCTURE AND SYSTEM TO BE

REMOVED

02 41 00.C28 INSULATION TO BE REMOVED

02 41 00.C36 TOILET PARTITION TO BE REMOVED

02 41 00.C38 FINISH FLOOR AND BASE TO BE

REMOVED

02 41 00.C41 CARPET TO BE REMOVED

02 41 00.C45 LIGHT FIXTURES TO BE REMOVED

02 41 00.C52 GRAB BARS TO BE REMOVED

02 41 00.C63 MECHANICAL DUCT SYSTEM TO BE

REMOVED, REFER MECHANICAL

DRAWINGS

02 41 00.C64 TOILET ACCESSORIES TO BE REMOVED

02 41 00.D12 REMOVE HVAC SYSTEM, REFER TO

MEP DRAWINGS

EXISTING CEILING WATER DAMAGEF6

EXISTING ROOF STRUCTURE AND CEILINGD6

CONSTRUCTION INSPECTOR 101 OPEN OFFICE WATER DAMAGEA6

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207 WEST MAIN STREET

MESQUITE, TX 75149

T. 972-285-1007

REVISION SCHEDULE

No. DESCRIPTION DATE

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MANAGEMENT

FACILITIES

OFFICE OF

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG _ OF _

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

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REQUIRED BY THE PERMIT.

NO. TXR150000, INCLUDING ALL DOCUMENTATION & CERTIFICATIONS AS

HIS OPERATION SPECIFIC INFORMATION PER THE TCEQ TPDES PERMIT

CONTRACTOR MUST PREPARE ALL RELEVANT DOCUMENTS INCLUDING

THIS IS NOT A STORM WATER POLLUTION PREVENTION PLAN. THE

Erosion Control Notes

RECOMMENDED EROSION CONTROL NOTES

E2

N.T.S.

stabilized in accordance with the PERMIT.

Contractor shall remove the silt fence when the site is completely manner as to not contribute to erosion and sedimentation. The removed silt in a location approved by the Owner and in such a reaches a depth of 6 inches. The Contractor shall dispose of the on this plan. The Contractor shall remove accumulated silt when it stock pile areas. The silt fence shall be constructed as detailed fit site conditions at the time of placement, and all borrow and suggested on plans as appropriate or as modified in his SWP3 to

11. The Contractor shall construct a silt fence at locations all plans and documentation as required by the PERMIT.

the TCEQ, if the project is 5 acres or larger and preparation of limited to, preparation and submittal of a Notice of Intent (NOI) to

State and local requirements. The plan shall include, but not be

Prevention Plan. The plan shall comply with the PERMIT and Federal, the Contractors guidance in the implementation of the Pollution for controlling erosion during construction and are intended for

(PERMIT). The details shown on this sheet represent typical methods

Pollutant Discharge Elimination System (TPDES) Permit No. TXR150000

Pollution Prevention Plan (SWP3) in accordance with TCEQ Texas

1. The Contractor is responsible for implementing a Storm Water requirements.

discharges from construction sites as well as any local forth in the TCEQ's TPDES general permit for storm water

The SWP3 to be prepared shall meet the current requirements set documents to be used as a general guideline for the Contractor.

2. It is the intent of the information provided on these

Owner on a monthly basis.

contractor shall provide copies of the inspection reports to the plans to the Owner at contract close-out. During construction the not limited to, inspection records, original plans, and modified

Contractor shall provide copies of all SWP3 documents including, but

Contractor and made a part of the construction documents. The performed as required by the PERMIT and retained by the inspection activities and implementation of the SWP3 shall be related notifications. An inspection report that summarizes construction related drainage permits, or making any construction control during construction and for obtaining any required

3. The Contractor shall be responsible for maintaining erosion

Owner at contract close out and acceptance of the work.

erosion control measures at the site will be assumed by the specified in the PERMIT. Maintenance of the permanent temporary erosion control devices are no longer needed as

Standard Specifications for Public Works Construction when backfilled by the Contractor, in accordance with NCTCOG be removed by the Contractor, in addition to any excavations

Temporary storm drainage and/or erosion control material shall

NCTCOG Standard Specifications for Public Works Construction.

with the proper techniques by the Contractor as required by shall be suitable for this application and shall be installed

4. Temporary storm drainage and/or erosion control material the TCEQ and/or Owner.

the TCEQ Permit and make the SWP3 available, upon request, to

5. The Contractor shall maintain the SWP3 in accordance with

Contractor at no additional expense to the Owner.

all additional materials and work shall be accomplished by the requirements of the PERMIT. Modifications including design and

Modifications shall not compromise the intent of the the SWP3, or when the existing SWP3 proves ineffective.

change in design, construction, operation, or maintenance of

6. The Contractor must amend the SWP3 whenever there is a modify his SWP3 within 7 days of the inspection.

by the inspection before the next storm event and he shall every 7 days. The Contractor shall repair inadequacies revealed

24 hours after any storm event greater than 0.5 inches, or once control measures at a minimum of once every 14 days, and within

7. The Contractor shall inspect his stabilization and erosion washdown.

waste receptacles, and designating and controlling equipment collecting wastes periodically; maintaining conveniently located to: designating areas for equipment maintenance and repair;

water. Appropriate practices shall include, but not be limited of oils, grease, paints, gasoline, and other pollutants to storm construction site management practices to prevent the discharge

8. The Contractor shall adopt and implement appropriate

Owner and in accordance with PERMIT requirements.

stabilized by the Contractor in a manner acceptable to the

9. Borrow areas, if excavated, shall be protected and accepted by Owner.

and keep seeded areas watered until fully established and embankments. The Contractor shall maintain final grading, completion of final grading. This includes all ditches and erosion protection grass by the Contractor immediately upon

10. All non-paved areas shall be seeded and mulched with leaving the site.

around the storage areas to prevent eroded material from

Contractor. A silt fence shall be installed by the Contractor on 6 inches of scarified and recompacted subgrade by the stabilized with a minimum of 2 inches of compacted flex base areas shall be graded for positive drainage, and the surface storage areas mutually agreed to by the Owner. The storage

12. The Contractor shall designate material and equipment shall be constructed as shown on these plans.

material from being transported into inlets. The inlet protection details shown or other Owner approved methods to prevent eroded from disturbed areas shall be protected by the Contractor as per

13. All inlets (onsite and offsite) receiving drainage water requirements of the PERMIT.

Contractor and Owner of meeting and implementing the

14. The notes and details contained herin do not relieve the

DETAILS

EROSION CONTROL

RECOMMENDED

RECOMMENDED EROSION CONTROL DETAILS

N.T.S.

ˆ ACRE PER 100 ft.

„ ACRE PER 100 ft.

‚ ACRE PER 100 ft.

(MAX.)

DRAINAGE AREA

25 ft.

55 ft.

110 ft.

AREA TO TUBE

AVG. WIDTH OF

8"

10"

12"

(MIN.)

TUBE DIA.

PERIMETER FILTER BARRIER

ON PLANS

DIA. AS SPECIFIED

SIDE AS ILLUSTRATED.

NOTE: STAKE FILTER TUBE ON DOWNHILL

SECTION A-A

INTERVALS

AT 6 TO 8 FOOT

SAND BAGS

OR COIR)

PLASTIC, JUTE,

(GEOSYNTHETIC,

TUBULAR MESH

SPECIFIED ON PLANS

DIAMETER AS

3' MIN. OVERLAP

MIXTURE)

MULCH, STRAW, COIR, OR

FILTER MATERIAL (COMPOSITE,

FLOW

CLOSED

ENDS TIED

INTERVALS

6 TO 8 FOOT

SAND BAGS AT

F L

O W

PLAN VIEW

A A F

L O

W

INTERVALS

6 TO 8 FOOT

SAND BAGS AT

C4 N.T.S.

ORGANIC FILTER TUBE DETAIL

GRADE TO PREVENT RUNOFF

FROM LEAVING SITE

8" MIN.

EXISTING GRADE ROADWAY

PROFILE

L

FILTER FABRIC

ENTRANCE

150 FT FROM

SITE DEPTH <

L=30 FT FOR

ENTRANCE

150 FT FROM

SITE DEPTH >

L=50 FT FOR

GETTING INTO THE STREET.

CROWN TO MINIMIZE RUNOFF

RADIUS

= 5' MIN.

TRANSITION TO ROADWAY

R.O.W.

PLAN VIEW

L

STABILIZATION AND PAVED ENTRANCE

GRADE TO DRAIN AWAY FROM

TO SITE

OR INGRESS

OF EGRESS

W=WIDTH AT POINT

B6 N.T.S.

TEMPORARY CONSTRUCTION ENTRANCE

VISIN 17 DEMOLITION

TEMPLE- BUILDING 154

A4001901 S. 1ST STREET

TEMPLE, TEXAS 76504

V17-18-101 EA02.0901

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1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GOZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 214.549.4979

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

ENAPAY, LLC

FRATTO ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

3292019

UTILITY METER SOCKET/CT CABINET

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:DESCRIPTION:

EA:CLIENT:

P R

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VISN 17 DEMOLITION

TEMPLE - BUILDING 154

03/28/19

1901 S. 1ST STREET

TEMPLE, TEXAS 76504

1901 S. 1ST STREET

TEMPLE, TX 76504

MR. NELSON GONZALEZ

T. 254.743.1529

2201 N. COLLINS, SUITE 295

ARLINGTON, TEXAS 76011

MR. MARK FRATTO, P.E.

T. 817.461.2337

207 WEST MAIN STREET

MESQUITE, TX 75149

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

123 NW 8TH STREET

OKLAHOMA CITY, OK 73102

MS. BETHANY G. JACKSON, AIA

T. 1.405.278.6900

EA02.0901

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ENAPAY, LLC

KAI ENGINEERING, INC.

US DEPARTMENT OF VETERANS AFFAIRS

SMA TANDEM, PLLC

These drawings are based on the rendering of a professional service, the essence of which is the providing of advice, judgment, opinion, or similar professional skill, and no warranties are expressed or implied.

ISSUE FOR CONSTRUCTION

REVISION SCHEDULE

No. DESCRIPTION DATE

2201 North Collins Street, Suite 295

Arlington, TX 76011

T. 817.461.2337

TBPE Registration No. F-19471

KAI PROJECT # 18056

03/28/2019

MEP-000

SYMBOL LEGEND AND

GENERAL NOTES

S…