580-18-113 Project Drawings - Civil.pdf
PDF 17 MB Posted
- Solicitation number
- 36C25621R0132
About this file
This pre-solicitation notice describes an upcoming federal contract opportunity to construct a new 12kV underground feeder at the Michael E. DeBakey VA Medical Center campus in Houston, Texas. The project involves building a new 12kV utility line to provide power redundancy and allow the replacement of an existing line past its life expectancy, relocating telecommunications, fire alarm, and fiber optic cables out of a condemned building into a permanent structure, and coordinating utility shutdowns across multiple construction phases to minimize disruptions to facility operations. Interested service-disabled veteran-owned small businesses will be able to view the full solicitation and specifications on or after July 14, 2021. The solicitation response period will be 90 days, and performance and payment bonds will be required from the successful offeror. The contract value is estimated between $2 million and $5 million, and work must be completed within 365 calendar days of the notice to proceed.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Site Visit Attendees - 12kV.xlsx | XLSX spreadsheet | |
| Clarifications dated 8-17-2021.docx | DOCX document | |
| 36C25621R0132 0002.docx | DOCX document | |
| 36C25621R0132 0001.pdf | ||
| SF24 - BID BOND.pdf | ||
| 36C25621R0132_1.docx | DOCX document | |
| DOL Wage Determinations TX20210031 dated 5-7-21.pdf | ||
| 580-18-113 Project Specifications.pdf | ||
| 580-18-113 Statement of Work.docx | DOCX document | |
| DOL Wage Determinations TX20210253 dated 5-7-21.pdf | ||
| 580-18-113 Project Drawings.pdf | ||
| 580-18-113 Site Visit Instructions.docx | DOCX document | |
| 36C25621R0132.docx | DOCX document |
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Text version
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A B
C D
E
21 4 5 6 7
321 4 5 6 7
A B
C D
E
Dwg. of
LocationLocation
Office of Construction and Facilities Management
PROJECT MANAGER: ACG Project NumberCONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects
INSTALL NEW 12KV
UNDERGROUND
DISTRIBUTION FEEDER
580-18-113
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD,
HOUSTON, TX 77030
19-259
100% CONSTRUCTION DOCUMENTS
JULY 15, 2021 KMGJAV
Foresite Group, Inc.
1999 Bryan Street .
Suite 8890 Dallas, TX 75201 o | 214.939.7123 f | 888.765.8135 w | www.fg-inc.net
PROJECT LOCATION
G-001 1 1
COVER SHEET
1 VICINITY MAP
NTS
INSTALL NEW 12KV UNDERGROUND
DISTRIBUTION FEEDER
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD, HOUSTON, TX 77030
VA PROJECT #: 580-18-113
BID DEDUCT ALTERNATES
BID DEDUCT ALTERNATE 1
ALL WORK IN CONTRACT EXCEPT ELIMINATE ALL NON-OIT FIBER (SECURITY, CCTV, HVAC, AND FIRE ALARM) FROM THE PROJECT. THIS WORK IS SCHEMATICALLY SHOWN IN DETAILS 1/T-502, 2/T-502, 3/T-502 & 4/T-502.
BID DEDUCT ALTERNATE 2
ALL WORK IN CONTRACT EXCEPT DEDUCT 1 AND ELIMINATE WORK ASSOCIATED WITH ALL REMAINING
TECHNOLOGY SHEETS.
DocuSign Envelope ID: 91890EBE-BAC4-4BA2-8B95-07A5A2B479F6
7/15/2021
RESERVE "A", BLOCK 1
BAYLOR COLLEGE OF MEDICINE
F.C. No. 619157, H.C.M.R.
UNITED STATES OF AMERICA
REMAINDER OF
CALLED 118.831 ACRES
VOL. 1297, PG. 87, H.C.D.R.
VOL. 20, PG. 33, H.C.M.R.
MICHAEL E. DeBAKEY
VA MEDICAL CENTER
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030
UNITED STATES OF AMERICA
CALLED 0.078 ACRE
VOL. 1381, PG. 17, H.C.D.R.
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C
LO
C
LO
C
LO
C
F
O
F
O
T
E
L
T
E
L
T
E
L
AREA OF
WORK
KEY PLAN
N
GENERAL NOTES:
1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.
2) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS
AND STUMPS AND LEGALLY DISPOSE OF DEBRIS.
DEMOLITION NOTES:
1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY
WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND
UTILITY INSTALLATION CODES.
2) ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT
ACCORDANCE WITH, AND CONFORM TO, THE PROJECT
SPECIFICATIONS.
3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON
THESE PLANS. THE COR ASSUMES NO RESPONSIBILITY FOR
LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL
UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY
THE OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE
CONSTRUCTION PROJECT.
4) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY
OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY
EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT
ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR
OR REPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY
OWNER'S SATISFACTION AT NO COST TO THE OWNER.
5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS
AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT
OF THE COR.
6) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VA AND
ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL
UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE
CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR
RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING
UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.
7) THE CONTRACTOR SHALL SEQUENCE THE WORK AND
PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN
ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES
DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY
INCLUDE, BUT ARE NOT LIMITED TO: BARRICADES, FLASHING
LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL
SIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK.
8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS
OF CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS
DURING DEMOLITION ACTIVITY.
9) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN
COUNTY, CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED
WITHIN SITE.
10) COORDINATE WITH VA CODES ENFORCEMENT DIVISION AS
REQUIRED DURING ALL DEMOLITION AND NEW CONSTRUCTION
ACTIVITIES.
11) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY
IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO
COMMENCEMENT OF ANY LAND DISTURBANCE.
12) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS
MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS.
13) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY
DISPOSED OF, OFF SITE.
14) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER
PRIOR TO ANY EXCAVATION.
15) 24/7 ACCESS SHALL BE MAINTAINED TO ALL EXISTING GAS
VALVES WITHIN THE PROJECT.
16) IRRIGATION LINES AND HEADS SHALL BE REPLACED OR
RELOCATED WHEN NECESSARY DUE TO SCOPE OF WORK.
CONTRACTOR TO REPAIR ANY IRRIGATION LINES OR HEADS
THAT ARE BROKEN OR DAMAGED DURING CONSTRUCTION.
Foresite Group, LLC
1999 Bryan Street
Suite 8890
Dallas, TX 75201 o | 214.939.7123 f | 888.765.8135 w | www.foresitegroup.net
MARCH 31, 2021 PABFM
INSTALL NEW 12KV
UNDERGROUND
DISTRIBUTION FEEDER
580-18-113
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD,
HOUSTON, TX 77030
19-259
100% CONSTRUCTION DOCUMENTS
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas LLC
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6
A B
C D
E
Dwg. of
LocationLocation
Office of
Construction and Facilities
Management
PROJECT MANAGER:
ACG Project Number
CONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects
1" = 40'
SCALE IN FEET
40 20 40 80
DEMOLITION PLAN
MATCH LINE (SHEET C101)
C100
SHEET KEY NOTES:
MATCHLINE
MATCHLINE
LEGEND
UTILITIES, FENCE, AND/OR WALL TO BE REMOVED
AND/OR RELOCATED
CONCRETE TO BE REMOVED
CURB TO BE REMOVED
EXISTING FENCE
PROPERTY LINE
LIMITS OF CONSTRUCTION
TREE PROTECTION FENCE
FIELD RUN SURVEY LIMITS
EXISTING TREE TO BE REMOVED
EXISTING CONTOURS
LOC LOC LOC
EROSION CONTROL NOTES
1) CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT
OF THE STORMWATER POLLUTION PREVENTION PLAN IN
ACCORDANCE WITH TCEQ GENERAL PERMIT TXR150000.
2) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO
ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.
3) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL
PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION DURING
CONSTRUCTION.
4) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY
THE COR OR OTHER INSPECTORS AS DETERMINED BY FIELD
CONDITIONS.
5) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE
PROTECTED FROM SEDIMENTATION.
XXXX
SHEET NOTES:
P
A
R
K
I
N
G
S
P
A
C
E
S
CAMBRIDGE COMMONS
FC No. 641035, H.C.M.R.
TERRA SURVEYING
PROJECT No. 1600-9304
CALLED 7.6639 ACRES
TERRA SURVEYING
PROJECT No. 1600-9304
UNITED STATES OF AMERICA
REMAINDER OF
CALLED 118.831 ACRES
VOL. 1297, PG. 87, H.C.D.R.
VOL. 20, PG. 33, H.C.M.R.
MICHAEL E. DeBAKEY
VA MEDICAL CENTER
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030
UNITED STATES OF AMERICA
CALLED 0.078 ACRE
VOL. 1381, PG. 17, H.C.D.R.
DEVONSHIRE PLACE
VOL. 7, PG. 38, H.C.M.R.
DEVONSHIRE PLACE
VOL. 7, PG. 38,
H.C.M.R.
DEVONSHIRE PLACE
VOL. 7, PG. 38,
H.C.M.R.
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CANTERBURYSTREET60' R.O.W.
LAUDERDALE STREET
60' R.O.W.
WOODBURY BLVD.
70' R.O.W.
R
IN
G N
E
SS
A V
E
PR
IV
A T
E R
O A
D
MIXON AVE.
PRIVATE ROAD
14" OAK
18" OAK
12" OAK
6" OAK
6" OAK
N
E
30" OAK
24" OAK
8" OAK
8" OAK
14" PINE
12" PINE
10" OAK
12" OAK
6" OAK
8" OAK
8" OAK
8" OAK
16" OAK
12" OAK
12" OAK
8" CRM
20" OAK
12" TREE
12" OAK
10" OAK
16" OAK
36" OAK
36" OAK
20"
OAK
6" OAK
22" OAK
18" OAK
18" OAK
18" OAK
18" CRM
18" CRM
18" CRM
18" CRM
18" CRM
18" CRM
18" CRM
12" CRM
12" CRM
16" OAK
16" OAK
20" OAK
18" OAK
18" CRM
18" CRM
24" OAK
18" CRM
18" CRM
16" OAK
12" OAK
18" OAK
14" OAK
12" OAK
16" OAK
16" OAK
18" OAK
PO
W
PO
W
PO
W
POWPOWPOWPOW
#12309
#10285
#10426
#10671
#10693
#12087
#12165
#12395
#12570
#16352
#10335
2"PVC
FL=41.93
#11588
#12623
#12624
#15313
#16080
#21001
#21059 #10765
4"PVC
FL=43.14
1' PIPE1' PIPE
NG=42.9'
COVER=1'2"
UG ELEC. LINE
NG=41.0'
COVER=2'3"
UG ELEC. LINE
NG=43.0'
COVER=0'8"
UG ELEC. LINE
NG=44.0'
COVER=1'8"
UG ELEC. LINE
CN=43.3'
COVER=1'4"
COVER=2'4"
UG ELEC. LINE
NG=43.6'
COVER=1'9"
UG ELEC. LINE
CN=43.0'
COVER=2'1"
COVER=1'4"
UG ELEC. LINE
CN=44.2'
COVER=6'1"
UG ELEC. LINE
CN=44.7'
COVER=6'0"
UG ELEC. LINE
CN=42.3'
COVER=1'7"
UG ELEC. LINE
NG=42.6'
COVER=2'4"
UG ELEC. LINE
CN=43.3'
COVER=1'6"
UG ELEC. LINE
CN=42.3'
COVER=6'1"
UG ELEC. LINE
NG=44.0'
COVER=1'10"
UG ELEC. LINE
NG=44.6'
COVER=1'9"
UG GAS LINE
NG=44.8'
COVER=2'4"
UG GAS LINE
NG=44.3'
COVER=2'3"
UG ELEC. LINE
CN=43.7'
COVER=1'5"
UG ELEC. LINE
NG=44.4'
COVER=1'8"
UG ELEC. LINE
NG=45.3'
COVER=5'0"
UG ELEC. LINE
NG=44.9'
COVER=1'7"
UG ELEC. LINE
CN=43.9'
COVER=1'8"
UG ELEC. LINE
NG=44.7'
COVER=1'4"
UG ELEC. LINE
CN=44.5'
COVER=3'0"
UG ELEC. LINE
NG=44.3'
COVER=2'2"
UG ELEC. LINE
NG=44.8'
COVER=3'7"
UG ELEC. LINE
NG=45.1'
COVER=1'5"
UG ELEC. LINE
NG=44.5'
COVER=1'5"
UG ELEC. LINE
NG=46.3'
COVER=4'6"
UG ELEC. LINE
NG=46.8'
COVER=4'4"
UG ELEC. LINE
CN=47.6'
COVER=3'8"
UG ELEC. LINE
NG=48.3'
COVER=3'8"
UG ELEC. LINE
NG=44.8'
COVER=1'3"
UG GAS LINE
NG=44.3'
COVER=2'3"
UG ELEC. LINE
NG=44.6'
COVER=1'8"
UG ELEC. LINE
NG=44.7'
COVER=1'10"
UG ELEC. LINE
NG=44.8'
COVER=0'10"
UG GAS LINE
NG=44.8'
COVER=2'1"
UG ELEC. LINE
NG=44.4'
COVER=1'11"
UG ELEC. LINE
NG=45.1'
COVER=1'4"
UG GAS LINE
NG=45.1'
COVER=1'1"
UG ELEC. LINE
CN=45.1'
COVER=1'7"
UG ELEC. LINE
NG=45.2'
COVER=1'10"
UG ELEC. LINE
CN=42.8'
COVER=1'8"
UG ELEC. LINE
NG=42.9'
COVER=2'3"
UG ELEC. LINE
NG=42.8'
COVER=1'3"
UG ELEC. LINE
NG=40.5'
COVER=2'3"
UG ELEC. LINE
NG=44.1'
COVER=3'4"
UG ELEC. LINE
NG=44.8'
COVER=3'6"
UG ELEC. LINE
CN=44.2'
COVER=2'5"
UG ELEC. LINE
CN=44.4'
COVER=2'2"
UG ELEC. LINE
CN=44.4'
COVER=1'7"
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COVER=1'10"
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CN=44.5'
COVER=2'0"
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CN=44.2'
COVER=1'9"
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COVER=1'9"
UG ELEC. LINE
NG=45.5'
COVER=2'9"
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NG=45.5'
COVER=5'0"
UG GAS LINE
NG=45.4'
COVER=3'6"
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CN=43.1'
COVER=1'7"
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COVER=2'1"
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COVER=2'3"
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COVER=2'6"
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NG=45.0'
COVER=1'10"
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NG=45.1'
COVER=2'9"
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NG=44.5'
COVER=1'5"
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NG=45.1'
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COVER=2'6"
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CN=42.1'
COVER=2'5"
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NG=45.4'
COVER=3'0"
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COVER=1'8"
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COVER=1'8"
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NG=47.7'
COVER=4'0"
UG ELEC. LINE
CN=47.5'
COVER=5'4"
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CN=47.8'
COVER=4'9"
UG ELEC. LINE
NG=48.6'
COVER=5'6"
UG ELEC. LINE
NG=49.1'
A/C
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#12623
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UG GAS LINE
NG=45.0'
COVER=2'1"
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EX MH 105
UG ELEC. LINE
NG=44.9'
COVER=3'0"
BUILDING 109
BUILDING
BUILDING
T
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COM MH-107
EX-MH-106
FISHER
BUILDING #1
BUILDING 108
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Foresite Group, LLC
1999 Bryan Street
Suite 8890
Dallas, TX 75201 o | 214.939.7123 f | 888.765.8135 w | www.foresitegroup.net
MARCH 31, 2021 PABFM
INSTALL NEW 12KV
UNDERGROUND
DISTRIBUTION FEEDER
580-18-113
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD,
HOUSTON, TX 77030
19-259
100% CONSTRUCTION DOCUMENTS
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas LLC
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6
A B
C D
E
Dwg. of
LocationLocation
Office of
Construction and Facilities
Management
PROJECT MANAGER:
ACG Project Number
CONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects
LEGEND
UTILITIES, FENCE, AND/OR WALL TO BE REMOVED
AND/OR RELOCATED
CONCRETE TO BE REMOVED
CURB TO BE REMOVED
EXISTING FENCE
PROPERTY LINE
LIMITS OF CONSTRUCTION
TREE PROTECTION FENCE
FIELD RUN SURVEY LIMITS
EXISTING TREE TO BE REMOVED
EXISTING CONTOURS
LOC LOC LOC
MATCH LINE (SHEET C100)
DEMOLITION PLAN
C101
1" = 40'
SCALE IN FEET
40 20 40 80
SHEET KEY NOTES:
MATCH LINE (SHEET C102)
XXXX
EROSION CONTROL NOTES
1) CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT
OF THE STORMWATER POLLUTION PREVENTION PLAN IN
ACCORDANCE WITH TCEQ GENERAL PERMIT TXR150000.
2) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO
ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.
3) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL
PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION DURING
CONSTRUCTION.
4) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY
THE COR OR OTHER INSPECTORS AS DETERMINED BY FIELD
CONDITIONS.
5) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE
PROTECTED FROM SEDIMENTATION.
GENERAL NOTES:
1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.
2) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS
AND STUMPS AND LEGALLY DISPOSE OF DEBRIS.
DEMOLITION NOTES:
1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH
APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY
INSTALLATION CODES.
2) ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT
ACCORDANCE WITH, AND CONFORM TO, THE PROJECT
SPECIFICATIONS.
3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE
PLANS. THE COR ASSUMES NO RESPONSIBILITY FOR LOCATIONS
SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE OWNER
IN CASE OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION
PROJECT.
4) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY
OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY
EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT ARE
DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR
REPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY OWNER'S
SATISFACTION AT NO COST TO THE OWNER.
5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS
AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF
THE COR.
6) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VA AND ALL
EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL UTILITIES
FROM THEIR EXISTING LOCATION ON THE SITE. THE CONTRACTOR
SHALL PERFORM ALL UTILITY DEMOLITION OR RELOCATION
ACTIVITIES IN ACCORDANCE WITH THE EXISTING UTILITIES
SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.
7) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE
TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO
THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING
CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE
NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,
TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS
NECESSARY TO ACCOMPLISH THE WORK.
8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF
CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS DURING
DEMOLITION ACTIVITY.
9) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY,
CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED WITHIN SITE.
10) COORDINATE WITH VA CODES ENFORCEMENT DIVISION AS
REQUIRED DURING ALL DEMOLITION AND NEW CONSTRUCTION
ACTIVITIES.
11) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED
BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY
LAND DISTURBANCE.
12) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS
MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,
STATE, AND FEDERAL LAWS.
13) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY
DISPOSED OF, OFF SITE.
14) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER
PRIOR TO ANY EXCAVATION.
15) 24/7 ACCESS SHALL BE MAINTAINED TO ALL EXISTING GAS
VALVES WITHIN THE PROJECT.
16) IRRIGATION LINES AND HEADS SHALL BE REPLACED OR
RELOCATED WHEN NECESSARY DUE TO SCOPE OF WORK.
CONTRACTOR TO REPAIR ANY IRRIGATION LINES OR HEADS THAT
ARE BROKEN OR DAMAGED DURING CONSTRUCTION.
F
O
F
O
T
E
L
T
E
L
T
E
L
AREA OF
WORK
KEY PLAN
N
SHEET NOTES:
MATCHLINE
UNRESTRICTED RESERVE "A"
HOLCOMBE CAMBRIDGE APTS
F.C. No. 668130, H.C.M.R.
CALLED 2.0921 ACRES
SPIRES/BAYOU BEND, INC.
H.C.C.F. No. M338357
DEVONSHIRE PARK
CALLED 0.4345 ACRES
H.C.C.F. No. S283476
DEVONSHIRE PARK
CALLED 94,091 SQ. FT.
H.C.C.F. No. S283476
CALLED 0.4495 ACRES
SPIRES/BAYOU BEND, INC.
H.C.C.F. No. M338357
UNRESTRICTED RESERVE "A"
HOLCOMBE CAMBRIDGE APTS
F.C. No. 668130, H.C.M.R.
EMPLOYEE
PARKING GARAGE
NEW ADMIN
BUILDING
4-STORY
CONCRETE BUILDING
1-STORY
STUCCO BUILDING
1-STORY STUCCO
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SURVEY, A-325
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W E
HOLCOMBE BOULEVARD
R.O.W. W
IDTH VARIES
C A
M B
R
ID
G E
S T
R E
E T
R .O
.W . W
ID
T
H V
A R
IE
S
8" OAK
14" OAK
10" OAK
12" OAK
10" OAK
6" OAK
8" OAK
6" OAK
10" OAK
24" OAK
18" OAK
2" TREE
3" TREE
18" OAK
12" OAK
6" TREE
28" OAK
3" TREE
34" OAK
16" OAK
20" OAK
20" OAK
12" CRM
18" CRM
8" OAK
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FO
C
FO
C
FO
C
FO
C
STORM VAULT
TOP=44.78'
12"RCP(SE)=36.88'
#11066
#11300
#11664
#10489
#10847
#11015
#11018
#11048
#11145
#11147
#11150
#11275
#11286
#11465
#11574
#11650
#11651
#11674
#11755
#11822
#11899
#11903
#11905
#10506
#11120
#11677
#11747
#11906
#11904
#11737
#11312
#10850
12" CPP
FL=34.73
#11649
#12032
#15192
WATER
TEST
STATION
UG ELEC. LINE
NG=42.9'
COVER=2'9"
UG ELEC. LINE
NG=42.8'
COVER=2'5"
UG ELEC. LINE
NG=44.5'
COVER=3'0"
UG ELEC. LINE
NG=44.2'
COVER=3'10"
UG ELEC. LINE
CN=43.4'
COVER=4'11"
UG ELEC. LINE
CN=43.9'
COVER=3'0"
UG ELEC. LINE
NG=43.9'
COVER=3'0"
UG ELEC. LINE
CN=43.7'
COVER=2'3"
UG ELEC. LINE
CN=43.7'
COVER=2'5"
UG ELEC. LINE
NG=43.6'
COVER=2'2"
UG ELEC. LINE
CN=44.02'
COVER=1'10"
UG ELEC. LINE
AS=43.3'
COVER=1'5"
UG ELEC. LINE
AS=43.1'
COVER=0'10"
UG ELEC. LINE
NG=42.7'
COVER=1'4"
UG ELEC. LINE
NG=42.2'
COVER=4'8"
UG ELEC. LINE
CN=41.7'
COVER=4'1"
UG ELEC. LINE
NG=41.4'
COVER=4'1"
UG ELEC. LINE
NG=41.5'
COVER=1'8"
UG ELEC. LINE
NG=41.4'
COVER=2'4"
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(2)UG ELEC.
LINES
NG=43.3'
COVER=1'7"
UG ELEC. LINE
NG=38.5'
COVER=1'9"
UG ELEC. LINE
NG=38.7'
COVER=2'3"
UG ELEC. LINE
NG=38.9'
COVER=1'7"
UG ELEC. LINE
NG=43.6'
COVER=1'10"
UG ELEC. LINE
CN=42.1'
COVER=8'0"
UG COMM.
LINE
NG=43.2'
COVER=2'1"
UG ELEC. LINE
NG=41.7'
COVER=2'3"
UG ELEC. LINE
NG=41.4'
COVER=2'3"
UG ELEC. LINE
NG=42.7'
COVER=1'10"
UG ELEC. LINE
NG=41.4'
COVER=2'6"
UG ELEC. LINE
NG=42.3'
COVER=1'10"
UG ELEC. LINE
NG=43.4'
COVER=3'11"
UG ELEC. LINE
NG=42.6'
COVER=3'9"
UG ELEC. LINE
NG=43.3'
COVER=5'2"
UG COMM.
LINE
NG=43.5'
COVER=2'3"
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UG COMM.
LINE
NG=42.1'
COVER=4'8"
UG ELEC. LINE
CN=41.6'
COVER=2'1"
UG ELEC. LINE
CN=43.7'
COVER=6'0"
UG ELEC. LINE
NG=41.4'
COVER=2'2"
UG ELEC. LINE
NG=41.4'
COVER=2'2"
UG ELEC. LINE
NG=41.4'
COVER=6'0"
UG ELEC. LINE
NG=41.3'
COVER=2'6"
UG ELEC. LINE
NG=41.3'
COVER=2'6"
UG ELEC. LINE
NG=41.3'
COVER=2'4"
UG ELEC. LINE
NG=41.4'
COVER=2'4"
UG COMM.
LINE
NG=41.5'
COVER=5'8"
UG ELEC. LINE
NG=40.3'
COVER=2'2"
UG ELEC. LINE
NG=41.3'
COVER=0'9"
UG ELEC. LINE
CN=42.0'
COVER=1'8"
UG ELEC. LINE
CN=43.3'
COVER=1'4"
UG ELEC. LINE
NG=43.2'
COVER=1'10"
UG ELEC. LINE
NG=41.9'
COVER=1'1"
UG ELEC. LINE
NG=40.8'
COVER=1'7"
UG ELEC. LINE
NG=42.8'
COVER=1'1"
UG ELEC. LINE
NG=41.1'
COVER=2'7"
UG ELEC. LINE
NG=42.9'
UG ELEC.
LINE
NG=43.7'
COVER=1'8"
UG ELEC. LINE
UG ELEC. LINE
CN=42.6'
COVER=2'4"
UG ELEC. LINE
CN=41.9'
COVER=2'7"
UG ELEC. LINE
UG ELEC. LINE
NG=42.7'
COVER=1'10"
UG ELEC.
LINE
NG=42.7'
COVER=1'4"
UG ELEC.
LINE
NG=42.5'
COVER=2'1"
UG ELEC. LINE
NG=39.9'
COVER=1'6"
UG ELEC.
LINE
CN=41.7'
COVER=1'3"
T
M
4" VERTICAL
PVC
TRANSFORMER
STORM
VAULT
TRANSFORMER
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FF=46.86'
FF=46.62'
FF=44.86'
L=920.55'
R=1101.00'
D=47°54'19"
CHB=N84°18'58"E
CHD=893.97'
N
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C
C
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C
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#11649
#12032
#15192
C
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CO
CO
BUILDING 122
BUILDING 124
BUILDING
UG/E
UG
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UG
/E
UG/E
UG/E
UG/E
UG
/E
UG
/E
UG
/E
UG
/E
UG/E
TRANSFORMER
E
UG/E
UG/E
EX-MH-112
EX-COM
MH-112
EX-MH-111
EX-COM
MH-111
EX-MH-110
EX-COM
MH-110
LO
C
LOC
LO
C
LOC
LO
C LO
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LO
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LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
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LOC LOC
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LOC LOC
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MATCH LINE (SHEET C101)
DEMOLITION PLAN
C102
1" = 40'
SCALE IN FEET
40 20 40 80
SHEET KEY NOTES:
LEGEND
UTILITIES, FENCE, AND/OR WALL TO BE REMOVED
AND/OR RELOCATED
CONCRETE TO BE REMOVED
CURB TO BE REMOVED
EXISTING FENCE
PROPERTY LINE
LIMITS OF CONSTRUCTION
TREE PROTECTION FENCE
FIELD RUN SURVEY LIMITS
EXISTING TREE TO BE REMOVED
EXISTING CONTOURS
LOC LOC LOC
XXXX
EROSION CONTROL NOTES
1) CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT
OF THE STORMWATER POLLUTION PREVENTION PLAN IN
ACCORDANCE WITH TCEQ GENERAL PERMIT TXR150000.
2) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO
ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.
3) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL
PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION DURING
CONSTRUCTION.
4) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY
THE COR OR OTHER INSPECTORS AS DETERMINED BY FIELD
CONDITIONS.
5) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE
PROTECTED FROM SEDIMENTATION.
GENERAL NOTES:
1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.
2) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS
AND STUMPS AND LEGALLY DISPOSE OF DEBRIS.
DEMOLITION NOTES:
1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY
WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND
UTILITY INSTALLATION CODES.
2) ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT
ACCORDANCE WITH, AND CONFORM TO, THE PROJECT
SPECIFICATIONS.
3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON
THESE PLANS. THE COR ASSUMES NO RESPONSIBILITY FOR
LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL
UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY
THE OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE
CONSTRUCTION PROJECT.
4) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY
OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY
EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT
ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR
OR REPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY
OWNER'S SATISFACTION AT NO COST TO THE OWNER.
5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS
AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT
OF THE COR.
6) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VA AND
ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL
UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE
CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR
RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING
UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.
7) THE CONTRACTOR SHALL SEQUENCE THE WORK AND
PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN
ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES
DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY
INCLUDE, BUT ARE NOT LIMITED TO: BARRICADES, FLASHING
LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL
SIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK.
8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS
OF CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS
DURING DEMOLITION ACTIVITY.
9) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN
COUNTY, CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED
WITHIN SITE.
10) COORDINATE WITH VA CODES ENFORCEMENT DIVISION AS
REQUIRED DURING ALL DEMOLITION AND NEW CONSTRUCTION
ACTIVITIES.
11) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY
IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO
COMMENCEMENT OF ANY LAND DISTURBANCE.
12) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS
MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS.
13) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY
DISPOSED OF, OFF SITE.
14) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER
PRIOR TO ANY EXCAVATION.
15) 24/7 ACCESS SHALL BE MAINTAINED TO ALL EXISTING GAS
VALVES WITHIN THE PROJECT.
16) IRRIGATION LINES AND HEADS SHALL BE REPLACED OR
RELOCATED WHEN NECESSARY DUE TO SCOPE OF WORK.
CONTRACTOR TO REPAIR ANY IRRIGATION LINES OR HEADS
THAT ARE BROKEN OR DAMAGED DURING CONSTRUCTION.
F
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F
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AREA OF
WORK
KEY PLAN
N
MATCHLINE
MATCHLINE
SHEET NOTES:
Foresite Group, LLC
1999 Bryan Street
Suite 8890
Dallas, TX 75201 o | 214.939.7123 f | 888.765.8135 w | www.foresitegroup.net
MARCH 31, 2021 PABFM
INSTALL NEW 12KV
UNDERGROUND
DISTRIBUTION FEEDER
580-18-113
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD,
HOUSTON, TX 77030
19-259
100% CONSTRUCTION DOCUMENTS
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas LLC
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6
A B
C D
E
Dwg. of
LocationLocation
Office of
Construction and Facilities
Management
PROJECT MANAGER:
ACG Project Number
CONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects
RESERVE "A", BLOCK 1
BAYLOR COLLEGE OF MEDICINE
F.C. No. 619157, H.C.M.R.
UNITED STATES OF AMERICA
REMAINDER OF
CALLED 118.831 ACRES
VOL. 1297, PG. 87, H.C.D.R.
VOL. 20, PG. 33, H.C.M.R.
MICHAEL E. DeBAKEY
VA MEDICAL CENTER
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030
UNITED STATES OF AMERICA
CALLED 0.078 ACRE
VOL. 1381, PG. 17, H.C.D.R.
OVERHANG
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UG/E
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UG/E
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UG/EUG/EUG
/EUG
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UG
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UG/EUG/E
UG
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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GA
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GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GAS
GAS
GA
S
GA
S
GAS
W
W
W
W
W
W
W
W
W
W W
W W
WW
WW
W
W
WW
W
W
W
W
W
W
W
W
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W
W W
W W
WW
WW
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WW
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PO
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PO
WE
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WYNDALE STREET
60' R.O.W.
C A
M B
R
ID
G E
S T
R E
E T
R .O
.W . W
ID
T
H V
A R
IE
S
12" PINE
12" OAK
12" PINE
14" PINE
10" PINE
16" PINE
8" OAK
14" OAK
10" PINE
4" PINE
12" OAK
28" OAK
28" OAK
16" OAK
16" OAK
16" OAK
16" OAK
PO
W
PO
W
PO
W
PO
W
PO
W
#10030
#10212
#12877
#12947
#12950
#16985
#12842
#12858
#12876
#13179
#13358
#17105
#10123
#25000
#17041
#12737
#12878
#13286
#16173
#16566
#16567
UG ELEC. LINE
NG=44.8'
COVER=1'9"
UG ELEC. LINE
CN=43.4'
COVER=2'4"
COVER=3'0"
UG ELEC. LINE
NG=49.2'
COVER=3'6"
UG ELEC. LINE
CN=49.5'
COVER=4'3"
UG ELEC. LINE
NG=49.4'
COVER=5'0"
UG ELEC. LINE
NG=45.2'
COVER=1'1"
UG ELEC. LINE
NG=44.9'
COVER=1'2"
UG GAS LINE
NG=45.0'
COVER=1'6"
UG GAS LINE
NG=45.3'
COVER=1'5"
UG ELEC. LINE
NG=45.3'
COVER=1'6"
UG ELEC. LINE
NG=45.0'
COVER=1'1"
UG GAS LINE
NG=44.8'
COVER=1'10"
UG ELEC. LINE
NG=44.6'
COVER=1'0"
UG ELEC. LINE
NG=45.0'
COVER=1'9"
UG GAS LINE
NG=45.0'
COVER=2'1"
UG GAS LINE
NG=45.6'
COVER=1'7"
UG ELEC. LINE
NG=46.0'
COVER=1'6"
UG ELEC. LINE
NG=46.1'
COVER=1'8"
UG ELEC. LINE
NG=46.1'
COVER=2'0"
UG ELEC. LINE
NG=45.8'
COVER=2'0"
UG ELEC. LINE
NG=45.4'
COVER=1'4"
UG ELEC. LINE
NG=45.4'
COVER=1'8"
UG ELEC. LINE
NG=45.6'
COVER=1'10"
UG ELEC. LINE
NG=45.4'
COVER=2'1"
E
C
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C
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UG ELEC. LINE
CN=44.3'
COVER=5'8"
E
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N
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UG ELEC. LINE
NG=45.3'
COVER=1'9"
UG ELEC.
LINE
CN=45.0'
COVER=2'6"
UG ELEC.
LINE
CN=44.9'
COVER=2'7"
UG ELEC.
LINE
NG=44.8'
COVER=6'10"
UG ELEC. LINE
CN=44.0'
COVER=5'2"
UG ELEC. LINE
CN=44.8'
COVER=3'2"
UG ELEC. LINE
CN=43.1'
COVER=1'8"
UG ELEC. LINE
CN=43.1'
COVER=1'8"
UG ELEC. LINE
CN=44.9'
COVER=2'4"
UG GAS LINE
CN=44.2'
COVER=2'7"
UG GAS LINE
CN=44.3'
COVER=3'0"
UG GAS LINE
CN=44.4'
COVER=2'9"
UG GAS LINE
CN=44.3'
COVER=1'9"
N
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UG GAS LINE
NG=45.5'
COVER=3'3"
UG GAS LINE
CN=44.4'
COVER=1'10"
UG GAS LINE
NG=44.5'
COVER=2'2"
UG ELEC. LINE
NG=42.7'
COVER=2'2"
UG ELEC. LINE
NG=42.7'
COVER=2'2"
UG ELEC. LINE
NG=42.7'
COVER=2'9"
UG ELEC. LINE
NG=43.0'
COVER=2'1"
UG ELEC. LINE
CN=43.1'
COVER=2'2"
UG ELEC. LINE
CN=43.1'
COVER=2'1"
UG ELEC. LINE
CN=42.4'
COVER=2'1"
UG ELEC. LINE
NG=42.3'
COVER=2'0"
UG ELEC. LINE
NG=42.7'
COVER=2'2"
UG ELEC. LINE
CN=44.0'
COVER=2'7"
UG ELEC. LINE
CN=44.0'
COVER=2'7"
UG ELEC. LINE
CN=44.3'
COVER=2'8"
UG ELEC. LINE
NG=43.6'
COVER=2'3"
UG ELEC. LINE
NG=43.8'
COVER=2'3"
UG ELEC. LINE
NG=45.4'
COVER=1'8"
UG ELEC. LINE
CN=44.8'
COVER=1'8"
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CN=44.4'
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COVER=2'5"
UG ELEC. LINE
CN=45.1'
COVER=1'8"
UG ELEC. LINE
CN=45.9'
COVER=2'0"
UG ELEC. LINE
NG=44.6'
COVER=3'9"
UG ELEC. LINE
NG=44.6'
COVER=3'9"
UG ELEC. LINE
NG=44.8'
COVER=2'9"
TANK
SPOIL
PILE
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ASSEMBLY
(TYP.)
TRANSFORMER
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(TYP.)
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4" GAS
PIPE
2" GAS
PIPE
6" GAS
PIPE
CONDUIT(S)
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2-STORY
STUCCO BUILDING
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S72°51'06"E 30.00'
C
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#12737
#12878
#13286
#16173
#16566
#16567
#16628
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UG/E
Foresite Group, LLC
1999 Bryan Street
Suite 8890
Dallas, TX 75201 o | 214.939.7123 f | 888.765.8135 w | www.foresitegroup.net
F
O
AREA OF
WORK
KEY PLAN
N
MARCH 31, 2021 PABFM
INSTALL NEW 12KV
UNDERGROUND
DISTRIBUTION FEEDER
580-18-113
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD,
HOUSTON, TX 77030
19-259
100% CONSTRUCTION DOCUMENTS
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas LLC
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6
A B
C D
E
Dwg. of
LocationLocation
Office of
Construction and Facilities
Management
PROJECT MANAGER:
ACG Project Number
CONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects
SHEET NOTES:
1" = 40'
SCALE IN FEET
40 20 40 80
SITE AND PAVING PLAN
MATCH LINE (SHEET C201)
C200
SHEET KEY NOTES:
LEGEND
STANDARD DUTY CONCRETE PAVING
HEAVY DUTY CONCRETE PAVING
CONCRETE SIDEWALK PAVEMENT
PROPOSED FENCE
LIMITS OF CONSTRUCTION
TREE PROTECTION FENCE
NEW 12kV FEEDER DUCT BANK
(SEE ELECTRICAL PLANS FOR DETAILS)
TECHNOLOGY DUCT BANK
FIELD RUN SURVEY LIMITS
LOC
UG/E
GENERAL NOTES:
1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC
LAYOUT OF THE PARKING LOT ARE SHOWN AT THE FACE OF CURB.
ALL CURB RADII ARE GIVEN AT THE FACE OF CURB.
2) CONTRACTOR SHALL NOTIFY COR OF ANY DISCREPANCIES
BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE
SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY
NEW CONSTRUCTION.
3) CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT
HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN
PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER,
SIDEWALKS, WALLS, AND UTILITIES.
SITE NOTES:
1) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS
SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.
2) ALL CONSTRUCTION RELATED PERMITS DURING THE
CONSTRUCTION PHASE OF THIS PROJECT ARE THE
RESPONSIBILITY OF THE CONTRACTOR.
3) CONSTRUCTION TRAILERS ARE TO BE PERMITTED THROUGH
THE VA.
4) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION
MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.
5) MAXIMUM CUT OR FILL SLOPE=3H:IV
T
BENCHMARKS:
1) TEMPORARY BENCHMARK (TBM) "A":
BEING AN "X" CUT ON TOP OF A CURB LOCATED SOUTHWEST OF
THE CENTERLINE INTERSECTION OF LE CAPTAIN AVE. AND CATE
TERRACE. TO REACH THE BENCHMARK, START FROM THE
CENTERLINE INTERSECTION OF CAMBRIDGE ST. AND CATE
TERRACE. TRAVEL EAST ALONG CATE TERRACE APPROXIMATELY
370 FEET TO THE SIDEWALK RAMP LOCATED SOUTHWEST OF THE
INTERSECTION OF LE CAPTAIN AVE. AND CATE TERRACE.
BENCHMARK IS ALSO LOCATED +/- 13 FEET NORTH EAST OF THE
NORTHEASTERLY CURB PI OF THE PARKING LOT NORTH OF THE
OFFICE OF RESOLUTION MANAGEMENT.
ELEVATION = 42.71' NAVD88, 2001 ADJUSTMENT
2) TEMPORARY BENCHMARK (TBM) "B":
BEING AN "X" CUT ON TOP OF A CURB INLET LOCATED NORTHEAST
OF THE CENTERLINE INTERSECTION OF OLD SPANISH TRAIL AND
CAMBRIDGE ST. TO REACH THE BENCHMARK, START FROM THE
CENTERLINE INTERSECTION OF CAMBRIDGE ST. AND OLD SPANISH
TRAIL. TRAVEL NORTH ALONG CAMBRIDGE ST. APPROXIMATELY 80
FEET TO THE CURB INLET ON THE EAST SIDE OF CAMBRIDGE ST.
BENCHMARK IS LOCATED +/- 13 FEET NORTHWEST OF THE MOST
SOUTHWESTERLY CORNER OF A 6 FOOT TALL WROUGHT-IRON
FENCE.
ELEVATION = 45.60' NAVD88, 2001 ADJUSTMENT
P
A
R
K
I
N
G
S
P
A
C
E
S
CAMBRIDGE COMMONS
FC No. 641035, H.C.M.R.
TERRA SURVEYING
PROJECT No. 1600-9304
CALLED 7.6639 ACRES
TERRA SURVEYING
PROJECT No. 1600-9304
UNITED STATES OF AMERICA
REMAINDER OF
CALLED 118.831 ACRES
VOL. 1297, PG. 87, H.C.D.R.
VOL. 20, PG. 33, H.C.M.R.
MICHAEL E. DeBAKEY
VA MEDICAL CENTER
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030
UNITED STATES OF AMERICA
CALLED 0.078 ACRE
VOL. 1381, PG. 17, H.C.D.R.
DEVONSHIRE PLACE
VOL. 7, PG. 38, H.C.M.R.
DEVONSHIRE PLACE
VOL. 7, PG. 38,
H.C.M.R.
DEVONSHIRE PLACE
VOL. 7, PG. 38,
H.C.M.R.
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CANTERBURYSTREET60' R.O.W.
LAUDERDALE STREET
60' R.O.W.
WOODBURY BLVD.
70' R.O.W.
R
IN
G N
E
SS
A V
E
PR
IV
A T
E R
O A
D
MIXON AVE.
PRIVATE ROAD
14" OAK
18" OAK
12" OAK
6" OAK
6" OAK
N
E
30" OAK
24" OAK
8" OAK
8" OAK
14" PINE
12" PINE
10" OAK
12" OAK
6" OAK
8" OAK
8" OAK
8" OAK
16" OAK
12" OAK
12" OAK
8" CRM
20" OAK
12" TREE
12" OAK
10" OAK
16" OAK
36" OAK
36" OAK
20"
OAK
6" OAK
22" OAK
18" OAK
18" OAK
18" OAK
18" CRM
18" CRM
18" CRM
18" CRM
18" CRM
18" CRM
18" CRM
12" CRM
12" CRM
16" OAK
16" OAK
20" OAK
18" OAK
18" CRM
18" CRM
24" OAK
18" CRM
18" CRM
16" OAK
12" OAK
18" OAK
14" OAK
12" OAK
16" OAK
16" OAK
18" OAK
PO
W
PO
W
#12309
#10285
#10426
#10671
#10693
#12087
#12165
#12395
#12570
#16352
#10335
2"PVC
FL=41.93
#11588
#12623
#12624
#15313
#16080
#21001
#21059 #10765
4"PVC
FL=43.14
1' PIPE1' PIPE
NG=42.9'
COVER=1'2"
UG ELEC. LINE
NG=41.0'
COVER=2'3"
UG ELEC. LINE
NG=43.0'
COVER=0'8"
UG ELEC. LINE
NG=44.0'
COVER=1'8"
UG ELEC. LINE
CN=43.3'
COVER=1'4"
COVER=2'4"
UG ELEC. LINE
NG=43.6'
COVER=1'9"
UG ELEC. LINE
CN=43.0'
COVER=2'1"
COVER=1'4"
UG ELEC. LINE
CN=44.2'
COVER=6'1"
UG ELEC. LINE
CN=44.7'
COVER=6'0"
UG ELEC. LINE
CN=42.3'
COVER=1'7"
UG ELEC. LINE
NG=42.6'
COVER=2'4"
UG ELEC. LINE
CN=43.3'
COVER=1'6"
UG ELEC. LINE
CN=42.3'
COVER=6'1"
UG ELEC. LINE
NG=44.0'
COVER=1'10"
UG ELEC. LINE
NG=44.6'
COVER=1'9"
UG GAS LINE
NG=44.8'
COVER=2'4"
UG GAS LINE
NG=44.3'
COVER=2'3"
UG ELEC. LINE
CN=43.7'
COVER=1'5"
UG ELEC. LINE
NG=44.4'
COVER=1'8"
UG ELEC. LINE
NG=45.3'
COVER=5'0"
UG ELEC. LINE
NG=44.9'
COVER=1'7"
UG ELEC. LINE
CN=43.9'
COVER=1'8"
UG ELEC. LINE
NG=44.7'
COVER=1'4"
UG ELEC. LINE
CN=44.5'
COVER=3'0"
UG ELEC. LINE
NG=44.3'
COVER=2'2"
UG ELEC. LINE
NG=44.8'
COVER=3'7"
UG ELEC. LINE
NG=45.1'
COVER=1'5"
UG ELEC. LINE
NG=44.5'
COVER=1'5"
UG ELEC. LINE
NG=46.3'
COVER=4'6"
UG ELEC. LINE
NG=46.8'
COVER=4'4"
UG ELEC. LINE
CN=47.6'
COVER=3'8"
UG ELEC. LINE
NG=48.3'
COVER=3'8"
UG ELEC. LINE
NG=44.8'
COVER=1'3"
UG GAS LINE
NG=44.3'
COVER=2'3"
UG ELEC. LINE
NG=44.6'
COVER=1'8"
UG ELEC. LINE
NG=44.7'
COVER=1'10"
UG ELEC. LINE
NG=44.8'
COVER=0'10"
UG GAS LINE
NG=44.8'
COVER=2'1"
UG ELEC. LINE
NG=44.4'
COVER=1'11"
UG ELEC. LINE
NG=45.1'
COVER=1'4"
UG GAS LINE
NG=45.1'
COVER=1'1"
UG ELEC. LINE
CN=45.1'
COVER=1'7"
UG ELEC. LINE
NG=45.2'
COVER=1'10"
UG ELEC. LINE
CN=42.8'
COVER=1'8"
UG ELEC. LINE
NG=42.9'
COVER=2'3"
UG ELEC. LINE
NG=42.8'
COVER=1'3"
UG ELEC. LINE
NG=40.5'
COVER=2'3"
UG ELEC. LINE
NG=44.1'
COVER=3'4"
UG ELEC. LINE
NG=44.8'
COVER=3'6"
UG ELEC. LINE
CN=44.2'
COVER=2'5"
UG ELEC. LINE
CN=44.4'
COVER=2'2"
UG ELEC. LINE
CN=44.4'
COVER=1'7"
UG ELEC. LINE
NG=44.3'
COVER=1'10"
UG ELEC. LINE
CN=44.5'
COVER=2'0"
UG ELEC. LINE
CN=44.2'
COVER=1'9"
UG ELEC. LINE
CN=43.8'
COVER=1'9"
UG ELEC. LINE
NG=45.5'
COVER=2'9"
UG ELEC. LINE
NG=45.5'
COVER=5'0"
UG GAS LINE
NG=45.4'
COVER=3'6"
UG ELEC. LINE
CN=43.1'
COVER=1'7"
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COVER=5'0"
S
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UG ELEC. LINE
NG=44.6'
COVER=3'6"
UG GAS LINE
NG=45.1'
COVER=2'2"
UG GAS LINE
NG=44.5'
COVER=2'1"
UG GAS LINE
NG=45.3'
COVER=2'3"
UG GAS LINE
NG=45.3'
COVER=2'6"
UG GAS LINE
NG=45.0'
COVER=1'10"
UG GAS LINE
NG=45.1'
COVER=2'9"
UG ELEC. LINE
NG=44.5'
COVER=1'5"
UG GAS LINE
NG=45.1'
UG ELEC. LINE
NG=42.5'
COVER=2'6"
UG ELEC. LINE
CN=42.1'
COVER=2'5"
UG ELEC. LINE
NG=45.4'
COVER=3'0"
UG ELEC. LINE
NG=45.2'
COVER=1'8"
UG ELEC. LINE
NG=45.3'
COVER=1'8"
UG ELEC. LINE
NG=47.7'
COVER=4'0"
UG ELEC. LINE
CN=47.5'
COVER=5'4"
UG ELEC. LINE
CN=47.8'
COVER=4'9"
UG ELEC. LINE
NG=48.6'
COVER=5'6"
UG ELEC. LINE
NG=49.1'
A/C
PIPE
RACK
OHPOHP
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L
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C
P
A
N
E
L
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
FF=48.86'
F
F
N
C
C
#11588
#12623
#12624
#15313
#16080
#21001
#21059
CO
#10765
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG GAS LINE
NG=44.9'
COVER=1'7"
R
K
I N
G
S
P
A
C
E
S
R
K
I N
G
S
P
A
C
E
S
R
K
I N
G
S
P
A
C
E
R
K
I N
G
S
P
A
C
E
S
MH 109
MH 108
MH 113
MH 107
UG GAS LINE
NG=45.0'
COVER=2'1"
GAZEBO
EX MH 105
UG/E
UG/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG/E
UG ELEC. LINE
NG=44.9'
COVER=3'0"
UG
/E
BUILDING 109
BUILDING
BUILDING
T T
T T
T T
T T
T T
T
T
TUG/E
T
T
T
COM MH-107
EX-MH-106
FISHER
BUILDING #1
BUILDING 108
UG/E
UG/E
GASGAS
GAS
GAS
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C LOC
LOC LOC
LO
C
LO
C
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC
LOC
LO
C
LOC
T T
LO
C
LOC
LOC
LOC
LO
C
LO
C
LO
C
SHEET KEY NOTES:
Foresite Group, LLC
1999 Bryan Street
Suite 8890
Dallas, TX 75201 o | 214.939.7123 f | 888.765.8135 w | www.foresitegroup.net
F
O
AREA OF
WORK
KEY PLAN
N
MARCH 31, 2021 PABFM
INSTALL NEW 12KV
UNDERGROUND
DISTRIBUTION FEEDER
580-18-113
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD,
HOUSTON, TX 77030
19-259
100% CONSTRUCTION DOCUMENTS
TBPE Firm No. F-12878
D/B/A Foresite Consulting Group of Texas LLC
VA PROJECT NUMBER
Building Number
Drawing Number
Project Title
Date Checked Drawn
Drawing Title
Approved:
VA FORM 08-6231
A
B C
D E
21 4 5 6 7
321 4 5 6
A B
C D
E
Dwg. of
LocationLocation
Office of
Construction and Facilities
Management
PROJECT MANAGER:
ACG Project Number
CONSULTANTS:
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420
U.S. Department of Veterans Affairs
© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects
SHEET NOTES:
MATCH LINE (SHEET C200)
SITE AND PAVING PLAN
C201
1" = 40'
SCALE IN FEET
40 20 40 80
MATCH LINE (SHEET C202)
LEGEND
STANDARD DUTY CONCRETE PAVING
HEAVY DUTY CONCRETE PAVING
CONCRETE SIDEWALK PAVEMENT
PROPOSED FENCE
LIMITS OF CONSTRUCTION
NEW 12kV FEEDER DUCT BANK
(SEE ELECTRICAL PLANS FOR DETAILS)
TECHNOLOGY DUCT BANK
FIELD RUN SURVEY LIMITS
LOC
UG/E
T
BENCHMARKS:
1) TEMPORARY BENCHMARK (TBM) "A":
BEING AN "X" CUT ON TOP OF A CURB LOCATED SOUTHWEST OF
THE CENTERLINE INTERSECTION OF LE CAPTAIN AVE. AND CATE
TERRACE. TO REACH THE BENCHMARK, START FROM THE
CENTERLINE INTERSECTION OF CAMBRIDGE ST. AND CATE
TERRACE. TRAVEL EAST ALONG CATE TERRACE APPROXIMATELY
370 FEET TO THE SIDEWALK RAMP LOCATED SOUTHWEST OF THE
INTERSECTION OF LE CAPTAIN AVE. AND CATE TERRACE.
BENCHMARK IS ALSO LOCATED +/- 13 FEET NORTH EAST OF THE
NORTHEASTERLY CURB PI OF THE PARKING LOT NORTH OF THE
OFFICE OF RESOLUTION MANAGEMENT.
ELEVATION = 42.71' NAVD88, 2001 ADJUSTMENT
2) TEMPORARY BENCHMARK (TBM) "B":
BEING AN "X" CUT ON TOP OF A CURB INLET LOCATED NORTHEAST
OF THE CENTERLINE INTERSECTION OF OLD SPANISH TRAIL AND
CAMBRIDGE ST. TO REACH THE BENCHMARK, START FROM THE
CENTERLINE INTERSECTION OF CAMBRIDGE ST. AND OLD SPANISH
TRAIL. TRAVEL NORTH ALONG CAMBRIDGE ST. APPROXIMATELY 80
FEET TO THE CURB INLET ON THE EAST SIDE OF CAMBRIDGE ST.
BENCHMARK IS LOCATED +/- 13 FEET NORTHWEST OF THE MOST
SOUTHWESTERLY CORNER OF A 6 FOOT TALL WROUGHT-IRON
FENCE.
ELEVATION = 45.60' NAVD88, 2001 ADJUSTMENT
GENERAL NOTES:
1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC
LAYOUT OF THE PARKING LOT ARE SHOWN AT THE FACE OF CURB.
ALL CURB RADII ARE GIVEN AT THE FACE OF CURB.
2) CONTRACTOR SHALL NOTIFY COR OF ANY DISCREPANCIES
BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE
SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY
NEW CONSTRUCTION.
3) CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT
HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN
PROPOSED AND EXISTING…
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