21-09-29-1908-7 VA-Switchgear_Sealed.pdf
PDF 28 MB Posted
- Attached to
- 6150--674A4-19-101 Replace Primary Medium Voltage Switchgear Federal contract opportunity
- Solicitation number
- 36C25722B0014
About this file
This document outlines a federal contract opportunity to replace primary medium voltage switchgear. The solicitation is number 36C25722B0014 to replace the existing medium voltage switchgear in Building 133 at the Doris Miller VA Medical Center in Waco, Texas. The NAICS code for this procurement is 238210, with a small business size standard of $16.5 million. The magnitude of the project is estimated between $2 million and $5 million. This opportunity is a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses. The contracting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 251010 ADVANCED UTILITY METERING SYSTEM_ADD1.pdf | ||
| Answers 36C25722B0014 Replace Primary MV Switchgear Waco VAMC RFI-Questions - 1-66.pdf | ||
| 36C25722B0014 0006.docx | DOCX document | |
| 261313 MEDIUM-VOLTAGE CIRCUIT BREAKER SWITCHGEAR_ADD1r1.pdf | ||
| SELF-PERFORMED CALCULATIONS.pdf | ||
| Revised Bid Schedule SECTION B.pdf | ||
| 36C25722B0014 0004.docx | DOCX document | |
| OSHA - EMR requirement.pdf | ||
| Pre-Bid site visit sign in sheet 674A4-19-101.pdf | ||
| 36C25722B0014 0003.docx | DOCX document | |
| 36C25722B0014 0002.docx | DOCX document | |
| 36C25722B0014 0001.docx | DOCX document | |
| Waco Electrical Feeder Drw.pdf | ||
| 36C25722B0014_1.docx | DOCX document | |
| 21-09-30_VA Switchgear Specifications_Sealed.pdf |
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Text version
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
VA - AE REPLACE PRIMARY MV
SWITCHGEAR
4800 MEMORIAL DRIVE
WACO, TEXAS, 76711
PROJECT No. 674A4-19-101
MENDEZNGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
U.S. Department of Veterans Affairs
LOCATION MAP
SCALE: NTS
SITE
9/29/2021
BEVERLY DRIVE
IN
D
U
STR
IAL BLVD
BUILDING
NO.216
FFE=559.75
BUILDING
NO.17
BUILDING
NO.14
±26'
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
GAS / PETROLEUM
COMMUNICATIONS
LEGEND OF U.G. UTILITY TYPES
ELECTRIC / POWER
SANITARY SEWER
STORM DRAIN
ABANDONED UTILITY
UNKNOWN UTILITY
ATMOS
VAMC
VAMC (FUEL LINE)
ONCOR
VAMC
VAMC
CITY OF WACO
VAMC
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
QL"B"
QL"B"
QL"B"
QL"B"
QL"B"
QL"C"/"D"
ATMOS
VAMC
VAMC (FUEL LINE)
QL"C"/"D"
ONCOR
VAMC
QL"C"/"D"
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"C"/"D"
VAMC
QL"C"/"D"
CITY OF WACO
VAMC
QL"C"/"D"
LEGEND OF UTILITY SYMBOLS
END CAP
QUALITY LEVEL CHANGE
TEST HOLE
UTILITY CONTINUATION
CATV CABINET
CATV HANDHOLE
CATV PEDESTAL
FIBER HANDHOLE
TELEPHONE CABINET
TELEPHONE HANDHOLE (VAULT)
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE POLE
TELEPHONE POLE W/RISER
ELECTRIC HANDHOLE
ELECTRIC JUNCTION BOX (CABINET)
ELECTRIC MANHOLE
ELECTRIC POLE (POWER)
ELECTRIC POLE W/RISER
LIGHT POLE
TRANSMISSION POLE
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
POTABLE WATER
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"B"
SIGNAL HANDHOLE/BOX
SIGNAL POLE
GAS MANHOLE
GAS METER
GAS TEST STATION
GAS VALVE
GAS VENT PIPE (GAS RISER)
STORM SEWER INLET
STORM SEWER MANHOLE
STORM SEWER OUTFALL
WASTE WATER CLEANOUT
WASTE WATER MANHOLE
FIRE HYDRANT
WATER MANHOLE
WATER METER
WATER VALVE
WATER VAULT
SDMH
RIM=561.90
FL 12" RCP NW=558.02
MATCHLINE: SEE SHEET C1.1
±92 SF OF STAIRS
TO BE REMOVED
REF. AD102 FOR
DETAILS
±26 LF
EXISTING FENCE
TO BE REMOVED
2-EXISTING
ELECTRIC
TRANSFORMERS
TO BE REMOVED
(REF. E2.2)
ALT. 4 - EXISTING COOLING
TOWERS TO BE REMOVED. 1' OF
EXISTING FOUNDATION TO BE
REMOVED AND DIRT FILLED UP
TO EXISTING GROUND
ELEVATION. CONTRACTOR TO
CUT AND CAP ANY EXPOSED
UTILITY LINES.
ALT. 5 - ±20LF CHILL
WATER LINE TO BE
REMOVED, CUT
AND CAP.
ALT. 2 - ±124 OHE
CONDUCTORS TO BE REMOVED
AFTER IT HAS BEEN PLACED
OUT OF SERVICE.
(REF. ENLARGE SITE PLAN E2.2)
ALT. 1 & 2 - ±11 SF - EXISTING VA
POLE AND ELECTRICAL
STRUCTURE TO BE REMOVED
(REF. ENLARGED SITE PLAN E2.2)
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 VERIFYING THE 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.
NOTE: ALL ELECTRICAL
POWER LINES MUST BE
COORDINATED WITH VA
PRIOR TO DEMOLITION.
ANY POWER OUTAGES
MUST BE STAGED AND
PLANNED WITH THE VA.
NOTE: ALL ELECTRICAL
POWER LINES MUST BE
COORDINATED WITH VA
PRIOR TO DEMOLITION.
ANY POWER OUTAGES
MUST BE STAGED AND
PLANNED WITH THE VA.
D
U
STR
IAL BLVD
IN
D
U
STR
IAL BLVD
BUILDING
NO.17
BUILDING
NO.15
BUILDING
NO.16
BUILDING
NO.133
IN
D
U
STR
IAL BLVD
BUILDING
NO.16
BUILDING
NO.15
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
GAS / PETROLEUM
COMMUNICATIONS
LEGEND OF U.G. UTILITY TYPES
ELECTRIC / POWER
SANITARY SEWER
STORM DRAIN
ABANDONED UTILITY
UNKNOWN UTILITY
ATMOS
VAMC
VAMC (FUEL LINE)
ONCOR
VAMC
VAMC
CITY OF WACO
VAMC
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
QL"B"
QL"B"
QL"B"
QL"B"
QL"B"
QL"C"/"D"
ATMOS
VAMC
VAMC (FUEL LINE)
QL"C"/"D"
ONCOR
VAMC
QL"C"/"D"
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"C"/"D"
VAMC
QL"C"/"D"
CITY OF WACO
VAMC
QL"C"/"D"
LEGEND OF UTILITY SYMBOLS
END CAP
QUALITY LEVEL CHANGE
TEST HOLE
UTILITY CONTINUATION
CATV CABINET
CATV HANDHOLE
CATV PEDESTAL
FIBER HANDHOLE
TELEPHONE CABINET
TELEPHONE HANDHOLE (VAULT)
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE POLE
TELEPHONE POLE W/RISER
ELECTRIC HANDHOLE
ELECTRIC JUNCTION BOX (CABINET)
ELECTRIC MANHOLE
ELECTRIC POLE (POWER)
ELECTRIC POLE W/RISER
LIGHT POLE
TRANSMISSION POLE
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
POTABLE WATER
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"B"
SIGNAL HANDHOLE/BOX
SIGNAL POLE
GAS MANHOLE
GAS METER
GAS TEST STATION
GAS VALVE
GAS VENT PIPE (GAS RISER)
STORM SEWER INLET
STORM SEWER MANHOLE
STORM SEWER OUTFALL
WASTE WATER CLEANOUT
WASTE WATER MANHOLE
FIRE HYDRANT
WATER MANHOLE
WATER METER
WATER VALVE
WATER VAULT
MATCHLINE: SEE SHEET C1.1
MATCHLINE: SEE THIS SHEET
MATCHLINE: SEE THIS SHEET
ALT. 3- ±815SF-EXISTING
SWITCHGEAR
FOUNDATION TO BE
REMOVED
(REF. ENLARGED SITE
PLAN E2.2)
±80LF
SAWCUT & DEMOLISH
ASPHALT & NEW ASPHALT
TO MATCH EXISTING
PAVEMENT SECTION
ALT. 2 - ±171LF - OHE
CONDUCTORS TO BE REMOVED
AFTER IT HAS BEEN PLACED
OUT OF SERVICE.
(REF. ENLARGE SITE PLAN E2.2)
ALT. 1 & 2 - ±4 SF -
EXISTING VA POLE AND
RISER TO BE REMOVED
(REF. ENLARGED SITE
PLAN E2.2)
EXISTING DUCTBANKS/
CONDUITS TO BE
ABANDONED
(REF. ENLARGED SITE
PLAN E2.2)
NOTE: ALL ELECTRICAL
POWER LINES MUST BE
COORDINATED WITH VA
PRIOR TO DEMOLITION.
ANY POWER OUTAGES
MUST BE STAGED AND
PLANNED WITH THE VA.
NOTE: ALL ELECTRICAL
POWER LINES MUST BE
COORDINATED WITH VA
PRIOR TO DEMOLITION.
ANY POWER OUTAGES
MUST BE STAGED AND
PLANNED WITH THE VA.
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 VERIFYING THE 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.
BEVERLY DRIVE
D
U
STR
IAL BLVD
5.2'
5.5'
12' 8'
7'
6'
6'
BUILDING
NO.216
FFE=559.75
BUILDING
NO.17
BUILDING
NO.14
REF. ENLARGED SITE PLAN,
SHEET E2.2
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
GAS / PETROLEUM
COMMUNICATIONS
LEGEND OF U.G. UTILITY TYPES
ELECTRIC / POWER
SANITARY SEWER
STORM DRAIN
ABANDONED UTILITY
UNKNOWN UTILITY
ATMOS
VAMC
VAMC (FUEL LINE)
ONCOR
VAMC
VAMC
CITY OF WACO
VAMC
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
QL"B"
QL"B"
QL"B"
QL"B"
QL"B"
QL"C"/"D"
ATMOS
VAMC
VAMC (FUEL LINE)
QL"C"/"D"
ONCOR
VAMC
QL"C"/"D"
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"C"/"D"
VAMC
QL"C"/"D"
CITY OF WACO
VAMC
QL"C"/"D"
LEGEND OF UTILITY SYMBOLS
END CAP
QUALITY LEVEL CHANGE
TEST HOLE
UTILITY CONTINUATION
CATV CABINET
CATV HANDHOLE
CATV PEDESTAL
FIBER HANDHOLE
TELEPHONE CABINET
TELEPHONE HANDHOLE (VAULT)
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE POLE
TELEPHONE POLE W/RISER
ELECTRIC HANDHOLE
ELECTRIC JUNCTION BOX (CABINET)
ELECTRIC MANHOLE
ELECTRIC POLE (POWER)
ELECTRIC POLE W/RISER
LIGHT POLE
TRANSMISSION POLE
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
POTABLE WATER
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"B"
SIGNAL HANDHOLE/BOX
SIGNAL POLE
GAS MANHOLE
GAS METER
GAS TEST STATION
GAS VALVE
GAS VENT PIPE (GAS RISER)
STORM SEWER INLET
STORM SEWER MANHOLE
STORM SEWER OUTFALL
WASTE WATER CLEANOUT
WASTE WATER MANHOLE
FIRE HYDRANT
WATER MANHOLE
WATER METER
WATER VALVE
WATER VAULT
MATCHLINE: SEE SHEET C2.1
PROPOSED 6" CONCRETE PAD
REF M3.1
ONCOR
UNDERGROUND
ELECTRICAL
DESIGN.
CONTRACTOR TO
COORDINATE WITH
ONCOR ON
CONNECTIONS.
FR
O
N T
TIE-IN 3' NORTH OF
TOWER WALLS. REF
SHEET E4.0, FOR
CONTINUATION
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 VERIFYING THE 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.
PROPOSED DRYWELL
REF M3.1
UTILITY NOTES:
1. LOCATION FOR NEW ONCOR ELECTRIC STRUCTURE.
SEE SHEET E2.2 FOR CONTINUATION.
2. EXISTING REUSABLE METERING POLE.
SEE SHEET E2.2.
3. NEW ELECTRIC DUCT BANKS. SEE SHEET E2.2 FOR TYPE
AND DETAILS.
4. PROPOSED STAIRS, REF SHEET S2.0.
5. [OMIT]
6. CONTRACTOR VERIFY DEPTH AND LOCATION OF ALL
EXISTING UTILITIES WITH CAUTION.
7. SEE ELECTRICAL MANHOLE. SEE SHEET E2.2.
PAVING NOTES:
8. SAWCUT & DEMOLISH ±101 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF. DETAIL 8 ON SHEET C2.1]
9. SAWCUT, REMOVE AND REPLACE REQUIRED WIDTH
SECTION OF CURB. CONTRACTOR CAN USE
DESECRATION TO PRESERVE OR REMOVE CURB
SECTION DURING CONSTRUCTION.
10. SAWCUT & DEMOLISH ±400 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF. DETAIL 8 AND 11 ON SHEET C2.1.]
11. SAWCUT & DEMOLISH REQUIRED AREA FOR ELECTRIC
MANHOLE. REPLACE WITH NEW ASPHALT AFTER
INSTALLATION.
12. SAWCUT, REMOVE, & RESTORE SIDEWALK SECTIONS
TO NEW CONDITIONS AS REQUIRED FOR INSTALLATION.
13. SAWCUT & DEMOLISH ±95 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF DETAIL 8 ON SHEET C2.1.]
14. SAWCUT & DEMOLISH ±17 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF DETAIL 8 ON SHEET C2.1.]
15. SAWCUT & DEMOLISH ±25 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF DETAIL 8 ON SHEET C2.1.]
16. CONDUITS CABLES AND TERMINATIONS ON LINE SIDE
OF PAD MOUNTED METERING PROVIDED BY ONCOR.
17. PAD MOUNTED METERING PROVIDED BY ONCOR.
PROPOSED CMU STRUCTURE
REF S7.0 & S7.1
PROPOSED ELEC STRUCTURE
REF E4.1
PROPOSED CHAIN LINK
FENCE TO BE INSTALLED AS
PER MANUFACTURERS
SPECIFICATIONS ON TOP OF
EXISTING FOUNDATION.
U
STR
IAL BLVD
IN
D
U
STR
IAL BLVD
BUILDING
NO.17
BUILDING
NO.15
BUILDING
NO.16
BUILDING
NO.133
IN
D
U
STR
IAL BLVD
BUILDING
NO.16
BUILDING
NO.15
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
GAS / PETROLEUM
COMMUNICATIONS
LEGEND OF U.G. UTILITY TYPES
ELECTRIC / POWER
SANITARY SEWER
STORM DRAIN
ABANDONED UTILITY
UNKNOWN UTILITY
ATMOS
VAMC
VAMC (FUEL LINE)
ONCOR
VAMC
VAMC
CITY OF WACO
VAMC
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
QL"B"
QL"B"
QL"B"
QL"B"
QL"B"
QL"C"/"D"
ATMOS
VAMC
VAMC (FUEL LINE)
QL"C"/"D"
ONCOR
VAMC
QL"C"/"D"
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"C"/"D"
VAMC
QL"C"/"D"
CITY OF WACO
VAMC
QL"C"/"D"
LEGEND OF UTILITY SYMBOLS
END CAP
QUALITY LEVEL CHANGE
TEST HOLE
UTILITY CONTINUATION
CATV CABINET
CATV HANDHOLE
CATV PEDESTAL
FIBER HANDHOLE
TELEPHONE CABINET
TELEPHONE HANDHOLE (VAULT)
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE POLE
TELEPHONE POLE W/RISER
ELECTRIC HANDHOLE
ELECTRIC JUNCTION BOX (CABINET)
ELECTRIC MANHOLE
ELECTRIC POLE (POWER)
ELECTRIC POLE W/RISER
LIGHT POLE
TRANSMISSION POLE
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
POTABLE WATER
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"B"
SIGNAL HANDHOLE/BOX
SIGNAL POLE
GAS MANHOLE
GAS METER
GAS TEST STATION
GAS VALVE
GAS VENT PIPE (GAS RISER)
STORM SEWER INLET
STORM SEWER MANHOLE
STORM SEWER OUTFALL
WASTE WATER CLEANOUT
WASTE WATER MANHOLE
FIRE HYDRANT
WATER MANHOLE
WATER METER
WATER VALVE
WATER VAULT
MATCHLINE: SEE SHEET C2.1
REF. ENLARGED SITE
PLAN, SHEET E2.2
EXISTING
MANHOLE "P"
MATCHLINE: SEE THIS SHEET
MATCHLINE: SEE THIS SHEET
EXISTING
MANHOLE "A"
REF. ENLARGED SITE
PLAN, SHEET E2.2
REF. ENLARGED SITE
PLAN, SHEET E2.2
REF. ENLARGED SITE
PLAN, SHEET E2.2
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 VERIFYING THE 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.
UTILITY NOTES:
1. LOCATION FOR NEW ONCOR ELECTRIC STRUCTURE.
SEE SHEET E2.2 FOR CONTINUATION.
2. EXISTING REUSABLE METERING POLE.
SEE SHEET E2.2.
3. NEW ELECTRIC DUCT BANKS. SEE SHEET E2.2 FOR TYPE
AND DETAILS.
4. PROPOSED STAIRS, REF SHEET S2.0.
5. [OMIT]
6. CONTRACTOR VERIFY DEPTH AND LOCATION OF ALL
EXISTING UTILITIES WITH CAUTION.
7. SEE ELECTRICAL MANHOLE. SEE SHEET E2.2.
PAVING NOTES:
8. SAWCUT & DEMOLISH ±101 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF. DETAIL 8 ON SHEET C2.1]
9. SAWCUT, REMOVE AND REPLACE REQUIRED WIDTH
SECTION OF CURB. CONTRACTOR CAN USE
DESECRATION TO PRESERVE OR REMOVE CURB
SECTION DURING CONSTRUCTION.
10. SAWCUT & DEMOLISH ±400 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF. DETAIL 8 AND 11 ON SHEET C2.1.]
11. SAWCUT & DEMOLISH REQUIRED AREA FOR ELECTRIC
MANHOLE. REPLACE WITH NEW ASPHALT AFTER
INSTALLATION.
12. SAWCUT, REMOVE, & RESTORE SIDEWALK SECTIONS
TO NEW CONDITIONS AS REQUIRED FOR INSTALLATION.
13. SAWCUT & DEMOLISH ±95 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF DETAIL 8 ON SHEET C2.1.]
14. SAWCUT & DEMOLISH ±17 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF DETAIL 8 ON SHEET C2.1.]
15. SAWCUT & DEMOLISH ±25 L.F. OF ASPHALT & NEW
ASPHALT TO MATCH EXISTING PAVEMENT SECTION.
[REF DETAIL 8 ON SHEET C2.1.]
16. CONDUITS CABLES AND TERMINATIONS ON LINE SIDE
OF PAD MOUNTED METERING PROVIDED BY ONCOR.
17. PAD MOUNTED METERING PROVIDED BY ONCOR.
MENDEZ NGINEERINGE
12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
GAS / PETROLEUM
COMMUNICATIONS
LEGEND OF U.G. UTILITY TYPES
ELECTRIC / POWER
SANITARY SEWER
STORM DRAIN
ABANDONED UTILITY
UNKNOWN UTILITY
ATMOS
VAMC
VAMC (FUEL LINE)
ONCOR
VAMC
VAMC
CITY OF WACO
VAMC
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
QL"B"
QL"B"
QL"B"
QL"B"
QL"B"
QL"C"/"D"
ATMOS
VAMC
VAMC (FUEL LINE)
QL"C"/"D"
ONCOR
VAMC
QL"C"/"D"
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"C"/"D"
VAMC
QL"C"/"D"
CITY OF WACO
VAMC
QL"C"/"D"
LEGEND OF UTILITY SYMBOLS
END CAP
QUALITY LEVEL CHANGE
TEST HOLE
UTILITY CONTINUATION
CATV CABINET
CATV HANDHOLE
CATV PEDESTAL
FIBER HANDHOLE
TELEPHONE CABINET
TELEPHONE HANDHOLE (VAULT)
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE POLE
TELEPHONE POLE W/RISER
ELECTRIC HANDHOLE
ELECTRIC JUNCTION BOX (CABINET)
ELECTRIC MANHOLE
ELECTRIC POLE (POWER)
ELECTRIC POLE W/RISER
LIGHT POLE
TRANSMISSION POLE
AT&T (FO/DUCT)
VAMC (FO/DUCT)
VAMC (TELE)
POTABLE WATER
CITY OF WACO
VAMC (WATER)
VAMC (CHILLED)
VAMC (STEAM)
QL"B"
SIGNAL HANDHOLE/BOX
SIGNAL POLE
GAS MANHOLE
GAS METER
GAS TEST STATION
GAS VALVE
GAS VENT PIPE (GAS RISER)
STORM SEWER INLET
STORM SEWER MANHOLE
STORM SEWER OUTFALL
WASTE WATER CLEANOUT
WASTE WATER MANHOLE
FIRE HYDRANT
WATER MANHOLE
WATER METER
WATER VALVE
WATER VAULT
7 8
4 ELECTRICAL VAULT
N.T.S.
9 PMU PAD DIMENSIONS
N.T.S.
10 VA PMU PAD DETAIL
N.T.S.
*NOTE: SEE ELECTRICAL SHEET E2.2 FOR
LOCATIONS CORRESPONDING TO
SEGMENT TAGS, EG. SEGMENT 'A', ETC.
11 PAVEMENT TERMINUS
N.T.S.
NO SEAL
REQUIRED
DN
UP
E
E
D
D
C
C
B
B
A
A
MV SWITCH GEAR
1A-100
105'-6"
PATH OF TRAVEL
EX
IT
EXIT
87'-6"
COMMON PATH
OF TRAVEL
5 OCCUPANTS
6 OCCUPANTS
NIC
NIC
NIC
NIC
OPEN TO
BELOW
UP
E
E
D
D
C
C
B
B
A
A
NIC
NIC
NIC
OPEN TO
ABOVE
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
TELEPHONE: (866) 266-8071
FAX: (866) 226-9969
www.prime-arch.com
NO
T
F
OR CONSTRUCT
I O N
N O
T
FOR C O N S T R UCT
I O N
R
E V I EW S E T
R
E V I E W S
E
T
CONSTRUCTION
DOCUMENTS
100%
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
G
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LAVASTID
A
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24186
9/28/2021
1 FIRST LEVEL LIFE SAFETY PLAN
SCALE: 1/8" = 1'-0"
N
2 BASEMENT LEVEL LIFE SAFETY PLAN
SCALE: 1/8" = 1'-0"
N
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Department of Veterans Affairs Certified
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
REPLACE PRIMARY MV SWITCH GEAR
AutoCAD SHX Text 674A4-19-101
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
SEPTEMBER 29, 2021
AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER
AutoCAD SHX Text
AutoCAD SHX Text
GEORGE WOKOMA
AutoCAD SHX Text
100% SUBMITTAL - ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
AP100
AutoCAD SHX Text
AutoCAD SHX Text
LIFE SAFETY PLANS
UP
DN
UP
AP103
AP103
E
E
D
D
C
C
B
B
A
A
MV SWITCH GEAR
1A-100
1A-101
1A-102
1A-103
1A-104
6' -0
C
O N
TR
AC
TO
R
F
IE
LD
V
ER
IF
Y
OPEN TO
BELOW
NIC
NIC
NIC
NIC
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
TELEPHONE: (866) 266-8071
FAX: (866) 226-9969
www.prime-arch.com
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
G
EN
E
LAVASTID
A
AT
T S
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IS
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RED ARCHITEC
T
24186
9/28/2021
1 FIRST LEVEL DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
N
DEMOLITION FLOOR PLAN
KEYNOTES
1. DEMOLISH AND REMOVE EXISTING WALL.
2. DEMOLISH AND REMOVE EXISTING DOOR AND
FRAME.
3. DEMOLISH AND REMOVE EXISTING STAIRS
SLAB, HANDRAIL, AND GUARDRAIL.
4. CONTRACTOR TO LOCATE NEAREST EXISTING
VERTICAL POST BEYOND THE 6' DIMENSION
AND REMOVE PORTION OF EXISTING
GUARDRAIL,
5. DEMOLISH AND REMOVE EXISTING
OVERHEAD COILING DOOR AND ALL
ASSOCIATED HARDWARE AND ELECTRICAL
CONNECTION. INFILL WITH NEW MATERIALS
TO MATCH EXISTING BRICK, CMU, AND STONE
WAINSCOT.
6. DEMOLISH AND REMOVE EXISTING
MECHANICAL EQUIPMENT, REFER M2.1
7. DEMOLISH AND REMOVE EXISTING
ELECTRICAL EQUIPMENT, REFER E3.1
8. DEMOLISH AND REMOVE EXISTING COOLING
TOWERS, REFER C1.0, M2.1A.
9. NEAREST EXISTING VERTICAL POST TO
REMAIN, AND USE AS STARTING POST FOR
NEW GUARDRAIL, CONTRACTOR VERIFY
LOCATION AND PROVIDE UPDATED
DIMENSION TO VA AND ARCHITECT.
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Department of Veterans Affairs Certified
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
REPLACE PRIMARY MV SWITCH GEAR
AutoCAD SHX Text 674A4-19-101
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
SEPTEMBER 29, 2021
AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER
AutoCAD SHX Text
AutoCAD SHX Text
GEORGE WOKOMA
AutoCAD SHX Text
100% SUBMITTAL - ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
AD102
AutoCAD SHX Text
FIRST LEVEL DEMOLITION FLOOR PLAN
UP
E
E
D
D
C
C
B
B
A
A
MV SWITCH GEAR
1A-100
5'-2"
1A-101
1A-102
1A-103
1A-104
2' -1
0"
1'-4"
K2
OPEN TO
BELOW
5' -6
21'-6"
AP104
4"
11 2" C
LR
41 2"
AP103
AP104
AP104
AP104
6' -0
AP103
ROOM FINISH SCHEDULE
Number ROOM NAME FLOOR
N S E W
WALLS
MATL HEIGHT
CEILING
NOTES
1A-100 MV SWITCH GEAR -- PT-1 -- -- --
DOOR AND FRAME SCHEDULE
MARK
WD HGT THK
SIZE
DOOR
MATL EL
FRAME
FIRE
RATING
LABEL SET
NO
HARDWARE
NOTES
1 3'-0" 7'-0" 1 3/4"
3 EXISTING DOOR AND FRAME, PROVIDE PANIC HARDWARE
1 3/4"7'-0"
--1 90 MIN
90 MIN
MATL EL
HOLLOW METAL
HOLLOW METAL
HEAD JAM
DETAIL
1,2/AP701 6/AP701
14/AP701 15/AP701
PT-1 PT-1 PT-1
4'-0" HOLLOW METAL
HOLLOW METAL1
D O
O R
H
EI
G H
T
DOOR
WIDTH2" 2"
2"
D O
O R
H
EI
G H
T
DOOR
WIDTH
DOOR ELEVATION FRAME ELEVATION
PROVIDE PANIC HARDWARE
PROVIDE PANIC HARDWARE
EXISTING DOOR AND FRAME, PROVIDE PANIC HARDWARE
2 HR. RATED PARTITION AS
SHOWN WITH UNFACED
ACOUSTICAL BATTS
DECK
2 LAYERS 5/8"
GYP BD (BOTH
SIDES) SCHEDULED CLG
STEEL RUNNER
CHANNEL
3-5/8" STUDS
AT 16" OC
2 HR. RATED PARTITION
WITH 6" STUDS IN LIEU OF
3-5/8" STUDS
2 HR. RATED PARTITION WITH 6"
STUDS UNFACED ACOUSTICAL
BATTS IN LIEU OF 3-5/8" STUDS
PROVIDE UL ASSEMBLY
HW-D-0042 TO DECK
2 HR. RATED PARTITION
UL # 419K1
K2
K3
K4
BASE AS
SCHEDULEDFINISH
FLOOR
FIRE STOPPING
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
TELEPHONE: (866) 266-8071
FAX: (866) 226-9969
www.prime-arch.com
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
G
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LAVASTID
A
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24186
9/28/2021
1 FIRST LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
N
FLOOR PLAN
KEYNOTES
1. EXISTING FIRE RISER
2. FAN COIL UNIT, REFER MECHANICAL M3.1.
3. CONDENSING UNIT, REFER MECHANICAL
M3.1.
4. SWITCH GEAR, REFER ELECTRICAL E4.1.
5. ELECTRICAL PANEL, REFER ELECTRICAL
E4.1.
6. ELECTRICAL EQUIPMENT, REFER
ELECTRICAL E4.1.
7. STAIR SLAB, HANDRAIL, AND GUARDRAIL,
REFER STRUCTURAL S2.0
8. EXISTING TO REMAIN 4" RAISED
HOUSEKEEPING PAD.
9. 1 1/2" PIPE RAILING.
10. USE NEAREST EXISTING VERTICAL POST
AS FIRST POST FOR NEW GUARDRAIL.
11. CONTINUOUS 8" KICK PLATE AT BOTTOM.
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Department of Veterans Affairs Certified
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
REPLACE PRIMARY MV SWITCH GEAR
AutoCAD SHX Text 674A4-19-101
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
SEPTEMBER 29, 2021
AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER
AutoCAD SHX Text
AutoCAD SHX Text
GEORGE WOKOMA
AutoCAD SHX Text
100% SUBMITTAL - ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
AP101
AutoCAD SHX Text
FIRST LEVEL FLOOR PLAN
E D C B A
8' -0
8'
-0
6' -0
6'
-8 1 2"
7'-0"8'-0"6'-53 8"
2X4 LED FIXTURE
CEILING LEGEND
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
TELEPHONE: (866) 266-8071
FAX: (866) 226-9969
www.prime-arch.com
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
G
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A
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24186
9/28/2021
1 FIRST LEVEL REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
N
REFLECTED CEILING PLAN
GENERAL NOTES
1. SURFACE MOUNT 2X4 LED FIXTURE
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Department of Veterans Affairs Certified
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
REPLACE PRIMARY MV SWITCH GEAR
AutoCAD SHX Text 674A4-19-101
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
SEPTEMBER 29, 2021
AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER
AutoCAD SHX Text
AutoCAD SHX Text
GEORGE WOKOMA
AutoCAD SHX Text
100% SUBMITTAL - ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
AP102
AutoCAD SHX Text
REFLECTED CEILING PLAN
E D C B A
2 1 3
AP104
'-0
C
O N
TR
AC
TO
R
F
IE
LD
V
ER
IF
Y
10'-4"
CONTRACTOR FIELD VERIFY
EDCBA
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
TELEPHONE: (866) 266-8071
FAX: (866) 226-9969
www.prime-arch.com
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
G
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LAVASTID
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9/28/2021
BUILDING ELEVATION KEYNOTES
1. WALL INFILL TO MATCH EXISTING
BRICK, CMU, AND STONE WAINSCOT.
CONTRACTOR TO VERIFY, MATERIAL,
COLOR, AND TEXTURE WITH
ARCHITECT AND VA PRIOR TO
INSTALLING.
2. EXISTING RAMP TO REMAIN.
3. EXISTING RAMP, HANDRAIL, AND
GUARDRAIL TO REMAIN.
4. STAIR SLAB, HANDRAIL, AND
GUARDRAIL, REFER STRUCTURAL S2.0.
1 SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
2 NORTH ELEVATION
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Department of Veterans Affairs Certified
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
REPLACE PRIMARY MV SWITCH GEAR
AutoCAD SHX Text 674A4-19-101
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
SEPTEMBER 29, 2021
AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER
AutoCAD SHX Text
AutoCAD SHX Text
GEORGE WOKOMA
AutoCAD SHX Text
100% SUBMITTAL - ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
AP103
AutoCAD SHX Text
BUILDING ELEVATIONS
EXISTING GUARDRAIL
EXISTING
CONCRETE
BEAM
1 1/2" STEEL PIPE,
MATCH EXISTING
GUARDRAIL HIEGHT
5' -0
" F
IE
LD
V
ER
IF
Y
2"
8"
STEEL KICK PLATE,
INSTALLED ON
WALK SIDE
2'-9" 2'-9"
5'-6"
2"
CLR
6'-0"
AP103
8"1"75
8"
1/2" EXTERIOR SHEATHING
4" CMU VENEER
MASONRY ANCHOR
EXISTING EXTERIOR
WALL BEYOND
1" AIR GAP
THROUGH WALL
FLASHING WITH
END DAMS
BASE FLASHING
EXTERIORINTERIOR
1 1/2 RIGID INSULATION
SEALANT
1'-2"
WEEPS
MODULAR BRICK VENEER
STONE WAINSCOT
C O
N
TR
AC
TO
R F
IE
LD
V
ER
IF
Y
7 5/8" CMU FULLY GROUTED
AND DOWELED INTO
EXISTING ADJACENT CMU
2"
NON-SHRINK GROUT
10'-4" FIELD VERIFY
1' -2
35 8"
7 5/8" CMU FULLY GROUTED
AND DOWELED INTO
EXISTING ADJACENT CMU
MODULAR BRICK VENEERMASONRY ANCHOR
EXISTING EXTERIOR WALL
1" AIR GAPVAPOR BARRIER
1 1/2 RIGID INSULATION
EXTERIOR
INTERIORAP103
75 8" 1"
11 2"
ENDDAMN FLASHING
5' -0
1'
-2
1' -2
1'
-2
1' -2
1 1/2" PIPE RAIL
31 4"
EXISTING
CONCRETE BEAM
4"
8" STEEL KICK PLATE
PRIME ARCHITECTS
212 N. CRAWFORD AVE.
NORMAN, OK. 73069
TELEPHONE: (866) 266-8071
FAX: (866) 226-9969
www.prime-arch.com
MENDEZ NGINEERINGE
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
G
EN
E
LAVASTID
A
AT
T S
XETE FO
SA
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EG
IS
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RED ARCHITEC
T
24186
9/28/2021
3 SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
4 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"
1 ELEVATION
SCALE: 1/4" = 1'-0"
2 SECTION
SCALE: 1/4= 1'-0"
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Department of Veterans Affairs Certified
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
REPLACE PRIMARY MV SWITCH GEAR
AutoCAD SHX Text 674A4-19-101
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
SEPTEMBER 29, 2021
AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER
AutoCAD SHX Text
AutoCAD SHX Text
GEORGE WOKOMA
AutoCAD SHX Text
100% SUBMITTAL - ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text
AP104
AutoCAD SHX Text
AutoCAD SHX Text
DTC
AutoCAD SHX Text
RM
DETAILS
FIRE PROTECTION NOTESCODE COMPLIANCE VALVES
HYDRANTS & YARD PIPING
GENERAL & AREA SPECIFIC SYMBOLS
OH2
SUPERVISORY & ALARM DEVICES
SPRINKLER HEADS
MISC. SYSTEM ACCESSORIES & APPURTENANCES
ALARM & SYSTEM VALVES
O 'C
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FP1.1
FIRE PROTECTION NOTES, SYMBOLS
AND ABBREVIATIONS
MENDEZ NGINEERING
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
09/22/2021
E D C B A
DEMO NOTES :
GENERAL NOTES:
0" 2'-0" 4'-0" 8'-0"
SCALE 1/4" = 1'
LEGEND
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FP2.1
FIRE PROTECTION FIRST LEVEL
DEMOLITION PLAN
MENDEZ NGINEERING
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
1 FIRE PROTECTION UPPER LEVEL DEMOLITION PLAN
SCALE: 1/4" = 1'-0"N
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
UP
E D C B A
KEYED NOTES :
0" 2'-0" 4'-0" 8'-0"
SCALE 1/4" = 1'
LEGEND
GENERAL NOTES:
O N
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FP3.1
FIRE PROTECTION FIRST LEVEL
FLOOR PLAN
MENDEZ NGINEERING
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
1 FIRE PROTECTION FIRST LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"N
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
GENERAL ABBREVIATIONS
HVAC PIPING
HVAC EQUIPMENT
HVAC SYMBOL SCHEDULE
1.
2.
3.
4.
5.
6.
7.
CODE COMPLIANCE
MECHANICAL GENERAL NOTES
MECHANICAL GENERAL NOTES -
RENOVATIONS
S
L
S
L
REFRIGERANT PIPING DETAIL
EVAPORATOR ABOVE CONDENSER
NOT TO SCALE
OIL TRAP
TRAPS AND/OR HEAT EXCHANGER PER MFG
INSTRUCTIONS
SLOPE HORIZONTAL TOWARD CONDENSER
SERVICE VALVE WITH GAUGE TAP (TYP)
FILTER DRYER
LIQUID INDICATOR
INSTALL TXV (IF SHIPPED LOOSE) AND
SENSING BULB PER MFG INSTRUCTIONS
RISE IN SUCTION PIPING TO TOP LEVEL OF EVAP COIL
D-X COIL IN
AHU
AIR-COOLED
CONDENSING UNIT
NOTES:
1. ALL LINES TO BE SIZED AS RECOMMENDED BY EQUIPMENT MFG.
2. MAINTAIN ALL UNIT CLEARANCES PER INSTALLATION INSTRUCTIONS.
3. PIPING SHALL NOT INTERFERE WITH MAINTENANCE PANELS.
4. SECURE PIPING AND INSULATE PER SPECIFICATION.
CONDENSATE DRAIN
CONCRETE
COVER OVER
DRYWELL
FILL UP TO TOP WITH
3/4" TO 1 1/2" WASHED
RIVER GRAVEL.
2" DIA. HOLES 1'-0" O.C.
VERTICALLY. 4 HOLES ON
EACH LEVEL.
WRAP PIPE WITH
FILTER FABRIC
REF PLANS
DRY WELL DETAIL -
PERFORATED PVC PIPE
NOT TO SCALE
REF PLANS
PERFORATED PVC PIPE
REF PLANS
'A' = MAXIMUM STATIC PRESSURE +1"
'B' = 1" MINIMUM
NOTES:
1. DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE
NIPPLE ON THE UNIT DRAIN PAN CONNECTION.
2. FITTINGS MAY BE ROTATED AS REQUIRED TO ALLOW FOR
CLEARANCE WITH OTHER ADJACENT EQUIPMENT AS LONG AS
THE VERTICAL AXIS REMAINS PLUMB. (ADDITIONAL FITTINGS,
I.E., ELLS MAY BE REQUIRED OTHER THAN SHOWN HERE).
SIZES AS SHOWN ON PLANS
UNION, TYP.
THREADED CAPPED TEE
VENT
SLOPE AND ROUTE
TO DRAIN
UNIT
BASE
RAIL
COOLING
UNIT
"A"
"B"
POSITIVE PRESSURE CONDENSATE
DRAIN PIPING
NOT TO SCALE
MENDEZ NGINEERING
Registration # F-14070
12950 Country Parkway, Suite 120
San Antonio, Texas 78216
Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
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M1.1
MECHANICAL NOTES, SYMBOLS AND
ABBREVIATIONS
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
DEMO NOTES :
UP
G F E D C B A
216-CWP1216-CWP3
216-CWP2
216-CHP1
216-CHP2
216-CHP3
AIR COMPRESSOR
216-CHP5
216-CHP4
MENDEZ NGINEERING
Registration # F-14070
12950 Country Parkway, Suite 120
San Antonio, Texas 78216
Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
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M2.0A
MECHANICAL LOWER LEVEL
DEMOLITION PLAN - ALTERNATE BID
LEGEND
GENERAL NOTES:
0" 2'-0"
4'-0" 8'-0"
SCALE 1/4" = 1'
MECHANICAL LOWER LEVEL DEMOLITION PLAN - ALTERNATE
SCALE: 1/4" = 1'-0"
N
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
DN
E D C B A
216-FC3
216-FC2
216-FC1
EXPANSION TANK
FD
216-FC4
DEMO NOTES :
LEGEND
GENERAL NOTES:
0" 2'-0"
4'-0" 8'-0"
SCALE 1/4" = 1'
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M2.1
MECHANICAL LOWER LEVEL
DEMOLITION PLAN - BASE BID
MENDEZ NGINEERING
Registration # F-14070
12950 Country Parkway, Suite 120
San Antonio, Texas 78216
Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
MECHANICAL FIRST LEVEL DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
N
ALL WORK ON THIS
SHEET IS BASE BID.
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
DEMO NOTES :
DN
UP
F
E
E
D
D
C
C
B
B
A
A
216-FC3
216-FC2
216-FC1
216-FC4
EXPANSION TANK
216-CCU3
216-CT3
216-CT2
216-CT1
CHILLER
VFD
ROLL-UP DOOR
(TYPICAL)
FD
MENDEZ NGINEERING
Registration # F-14070
12950 Country Parkway, Suite 120
San Antonio, Texas 78216
Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
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M2.1A
MECHANICAL UPPER LEVEL
DEMOLITION PLAN - ALTERNATE BID
LEGEND
GENERAL NOTES:
0" 2'-0"
4'-0" 8'-0"
SCALE 1/4" = 1'
MECHANICAL UPPER LEVEL DEMOLITION PLAN - ALTERNATE
SCALE: 1/4" = 1'-0"
N
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
UP
E D C B A
FD
CU-1
FCU-1
KEYED NOTES :
CONTROLS SYMBOLS LEGEND
DIGITAL OUTPUT - START/STOP
DIGITAL INPUT ANALOG INPUT
ANALOG OUTPUT
DO
DI
AI
AO
T SPACE TEMPERATURE SENSOR
LOW VOLTAGE OR CONTROLS
WIRING
WIRING BY OTHERS
(HIGH VOLTAGE OR FIRE ALARM)
BAS COMM WIRING
CONTROLS SCOPE OF WORK
CONTROLS ASSOCIATED WITH FCU-1/CU-1.
CONTROLS ASSOCIATED WITH ELECTRIC UNIT HEATERS, EUH-1 & EUH-2
GENERAL CONTRACTOR SHALL PROVIDE NEW DEVICES TO INTEGRATE INTO EXISTING DIRECT-DIGITAL CONTROL SYSTEM AS
INDICATED ON THE DRAWINGS. INCLUDE A COMPLETE AND WORKING DIRECT-DIGITAL CONTROL SYSTEM. INCLUDE ALL
ENGINEERING, PROGRAMMING, CONFIGURATION/SETUP HARDWARE AND SOFTWARE, CONTROLS AND INSTALLATION
MATERIALS, INSTALLATION LABOR, START-UP, TRAINING, FINAL PROJECT DOCUMENTATION AND WARRANTY.
ALL NEW DEVICES SHALL BE NATIVE BACNET. ALL NEW BACNET DEVICES AND COMPONENTS SHALL BE LISTED BY BACNET
TESTING LABORATORIES.
THIS FACILITY’S EXISTING DIRECT-DIGITAL CONTROL (DDC) SYSTEM IS A SCHNEIDER ELECTRIC INET BACNET SYSTEM. THE
EXISTING SYSTEM’S TOP-END COMMUNICATIONS IS VIA BACNET. THE CONTRACTOR SHALL OBSERVE THE
CAPABILITIES, COMMUNICATION NETWORK, SERVICES, SPARE CAPACITY OF THE EXISTING CONTROL SYSTEM AND ITS ECC
PRIOR TO BEGINNING WORK.
THIS CAMPUS HAS STANDARDIZED ON AN EXISTING STANDARD ASHRAE STANDARD 135, BACNET/IP CONTROL SYSTEM
SUPPORTED BY A PRESELECTED CONTROLS SERVICE COMPANY. THIS ENTITY IS REFERRED TO AS THE “CONTROL SYSTEM
INTEGRATOR”. THE CONTROL SYSTEM INTEGRATOR IS RESPONSIBLE FOR ECC SYSTEM GRAPHICS AND EXPANSION. IT ALSO
PRESCRIBES CONTROL SYSTEM-SPECIFIC COMMISSIONING/VERIFICATION PROCEDURES TO THE CONTRACTOR. IT LASTLY
PROVIDES LIMITED ASSISTANCE TO THE CONTRACTOR IN ITS COMMISSIONING/VERIFICATION WORK.
1. THE GENERAL CONTRACTOR OF THIS PROJECT SHALL DIRECTLY HIRE THE CONTROL SYSTEM INTEGRATOR IN A CONTRACT
SEPARATE FROM THE CONTRACT PROCURING THE CONTROLS CONTRACTOR.
2. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CONTROL SYSTEM INTEGRATOR. THE CONTRACTOR SHALL
INTEGRATE THE ASHRAE STANDARD 135, BACNET/IP CONTROL NETWORK(S) WITH THE CONTROL SYSTEM INTEGRATOR’S
B-AWS THROUGH AN ETHERNET CONNECTION PROVIDED BY EITHER THE CONTROL SYSTEM INTEGRATOR OR VA.
3. THIS CONTRACTOR IS RESPONSIBLE FOR ALL DEVICE MOUNTING AND WIRING.
AI
T
ROOM 1A-100
SPACE TEMPERATURE
AI
T
ROOM 1A-104
SPACE TEMPERATURE
TEMPERATURE MONITORING SEQUENCE OF OPERATION
THE SPLIT SYSTEM HVAC UNIT (FCU-1/CU-1) SERVING ROOM 1A-100 (SWITCHGEAR) AND ELECTRIC UNIT HEATERS SERVING ROOM A1-104 (STORAGE AREA)
SHALL HAVE STAND-ALONE CONTROLS.
SPACE TEMPERATURES SHALL BE MONITORED FOR EQUIPMENT FAILURE AND FREEZE PROTECTION BY THE EXISTING SCHNEIDER BMS.
FCU-1/CU-1 MONITORING
IF SPACE TEMPERATURE RISES ABOVE 90 DEG. F. (ADJ.) IN ROOM 1A-100 FOR A PERIOD > 5 MIN (ADJ.), AN ALARM SHALL BE GENERATED AT THE BMS.
FREEZE PROTECTION MONITORING
IF SPACE TEMPERATURE DROPS BELOW 35 DEG. F.(ADJ.) IN ROOM 1A-104 FOR A PERIOD > 5 MIN (ADJ.), AN ALARM SHALL BE GENERATED AT THE BMS.
GENERAL NOTES:GENERAL NOTES:
LEGEND
0" 2'-0"
4'-0" 8'-0"
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M3.1
MECHANICAL LOWER LEVEL FLOOR
PLAN - BASE BID
MENDEZ NGINEERING
Registration # F-14070
12950 Country Parkway, Suite 120
San Antonio, Texas 78216
Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
MECHANICAL FIRST LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
N
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
PLUMBING ABBREVIATIONS PLUMBING GENERAL NOTES
CODE COMPLIANCE
PLUMBING SYMBOL SCHEDULE
HB
FPHB
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P1.1
PLUMBING NOTES, SYMBOLS AND
ABBREVIATIONS
MENDEZ NGINEERING
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
DN
E D C B A
DEMO NOTES :
GENERAL NOTES:
LEGEND
0" 2'-0" 4'-0" 8'-0"
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PLUMBING FIRST LEVEL DEMOLITION
PLAN
MENDEZ NGINEERING
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
1 PLUMBING FIRST LEVEL DEMOLITION PLAN
SCALE: 1/4" = 1'-0"N
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
MV SWITCH GEAR
DN
DN
UP
E D C B A
MV SWITCH GEAR
1A-100
1A-101
1A-102
1A-103
1A-104
FS-1
KEYED NOTES :
GENERAL NOTES:
0" 2'-0" 4'-0" 8'-0"
SCALE 1/4" = 1'
O N
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P3.1
PLUMBING FIRST LEVEL PLAN
MENDEZ NGINEERING
Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com
E
Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 300, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453
1 PLUMBING FIRST LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"N
Engineering Firm:
O'CONNELL ROBERTSON
Firm Registration No. F-2708
CIRCUITING
EMERGENCY POWER SYSTEMS
FIRE ALARM
SITE ELECTRICAL
POWER
ELECTRICAL GENERAL REQUIREMENTS & RESTRICTIONS
1. NO WIRING SHALL BE INSTALLED IN STAIRWELLS, EXIT PASSAGEWAYS, HOISTWAYS OR ELEVATOR MACHINE ROOMS EXCEPT THAT EXCLUSIVELY USED TO SERVE THOSE
AREAS.
2. ALL PENETRATIONS THROUGH RATED PARTITIONS SHALL BE FIRE-STOPPED USING METHODS & MATERIALS COMPLYING WITH THE SPECIFICATIONS FOR THIS PROJECT.
3. LIGHT SWITCHES AND RECEPTACLES FROM EMERGENCY POWER SYSTEMS AND NORMAL POWER SYSTEMS SHALL NOT BE COMBINED IN THE SAME BOXES OR RACEWAY
SYSTEMS.
4. ALL CIRCUITS TO ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED ABOVE CEILING THEN UP THROUGH ROOF CURBS UNLESS NOTED OTHERWISE. NO CONDUITS SHALL BE RUN ON, ACROSS, OR ABOVE THE ROOF, EXCEPTING FINAL CONNECTIONS TO EQUIPMENT NOT EXCEEDING 3-FEET MAXIMUM IN LENGTH.
5. WHERE POSSIBLE AVOID BACK-TO-BACK INSTALLATIONS OF OUTLETS.
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