Attachment 3 - Drawings Civil.pdf
PDF 38 MB Posted
- Attached to
- Z2DA--580-22-700 | Construct EHRM Infrastructure Upgrades | Houston, TX | Federal contract opportunity
- Solicitation number
- 36C77625R0058
About this file
The file is a set of civil engineering and construction drawings for the Michael E. DeBakey Veterans Affairs Medical Center Infrastructure Upgrades project located in Houston, Texas. The comprehensive drawings include multiple sheets detailing site phasing, traffic control, demolition plans, site and paving plans, and construction details for an infrastructure upgrade project involving fiber optic communications, utility infrastructure, and campus improvements.
Key technical details include a proposed fiber loop circuit connecting multiple campus buildings, ductbank construction specifications, utility tunnel and utility line modifications, and comprehensive site work involving concrete paving, sidewalks, curb and gutter installations, and underground utility infrastructure. The project encompasses multiple campus buildings including Fisher Houses, an Energy Control Center, Steam Plant, and administrative facilities. The drawings provide precise technical specifications for trench work, concrete reinforcement, utility crossings, and site restoration, with specific attention to maintaining campus operational continuity during construction and minimizing service disruptions.
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Text version
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ENGINEERING
GROUNDS
RETENTION POND
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ENTRANCE 71
ENTRANCE 70
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SCALE IN FEET
1" = 100'
100 50 100 200 o | 214.939.7123 f | 770.368.1944 w | www.foresitegroup.net
Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206
TBPELS Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, LLCRevisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
ACG Project Number
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.
Engineers Architects 000 C-001
OVERALL CAMPUS PHASING PLAN
1 9FG
EHRM INFRASTRUCTURE
UPGRADES
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030 JANUARY 14, 2025
100% CONSTRUCTION DOCUMENTS
580-22-700
BFM
POSSIBLE EXISTING
FIBER TO BE REUSED
(PENDING FIELD
INVESTIGATIONS)
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C C
MATCH LINE PHASE B C201
MATCH LINE PHASE D C201
MATCH LINE PHASE D C201
MATCH LINE PHASE A C200
MATCH LINE PHASE C C202
MATCH LINE PHASE D C202
SITE LOOP
CIRCUIT A CIRCUIT B
TO BUILDING LEGEND
EXISTING FIBER LOOP ROUTE
PROPOSED FIBER LOOP ROUTE
BUILDING FED BY SINGLE INCOMING ROUTE WITH TWO
FEEDS
A - SIDE BUILDING ENTRANCE ROUTE
B - SIDE BUILDING ENTRANCE ROUTE
EXISTING MANHOLES
PROPOSED MANHOLES
FOC FOC
FOC FOC
T T T
EXISTING FIBER CONNECTIONS TO 108, AND
108A TO BE MAINTAINED
(CONTRACTOR TO FIELD LOCATE EXISTING "B"
SIDE FIBER CONNECTIONS FROM SHEEHAN
AVE. TO BUILDING 108, CONTINUING TO 108A,
AND REPORT CONDITIONS TO AND
COORDINATE WITH A/E TEAM) A/E TO VERIFY
IF ALL OSP IS BEING REPLACED.
21-313
FOC FOC
FOC FOC
GENERAL NOTES:
1. EXISTING BUILDING AND BACKGROUND INFORMATION
PROVIDED FROM SITE PARKING LOT/STRIPING PLAN BY
APOGEE CONSULTING GROUP DATED 3/21/2018
2. LIMITED EXISTING UTILITY INFORMATION APPROXIMATED
BASED ON SURVEY BY MILLER SURVEY GROUP DATED
4/20/2020
3. ELECTRICAL FEEDER AND TELECOM INFORMATION FROM
VA PROJECT NUMBER 580-18-113 APPROXIMATED BASED
ON PLANS BY FORESITE GROUP LLC DATED 3/18/2021.
4. CONTRACTOR SHALL COORDINATE PHASE SEQUENCING
WITH COR PRIOR TO PROCEEDING.
5. BACKGROUND INFORMATION INCLUDING BUILDINGS,
PAVEMENT, AND UTILITIES SHOWN IS CONSIDERED
APPROXIMATE AND SHOWN FOR REFERENCE ONLY.
REFER TO DEMOLITION AND SITE PAVING SHEETS FOR
SURVEYED IMPROVEMENTS.
6. ALL WORK SHALL BE IN ACCORDANCE WITH BICSI
OSPDRM, OUTSIDE PLANT DESIGN REFERENCE MANUAL
(OSPDRM) - 6TH EDITION
CONNECT NEW FOC
TO EXISTING FOC
FROM BUILDING 124
REFER TO DETAIL 4 ON SHEET 000 C-500
EXISTING FIBER CONNECTIONS TO FISHER
HOUSE 1 TO BE MAINTAINED
(CONTRACTOR TO FIELD LOCATE EXISTING "A
AND B" SIDE FIBER CONNECTIONS FROM
SHEEHAN AVE. AND REPORT CONDITIONS TO
AND COORDINATE WITH A/E TEAM) A/E TO
VERIFY IF ALL OSP IS BEING REPLACED.
% CONSTRUCTION DOCUMEBID DOCUMENTS
ENGINEERING
GROUNDS
RETENTION POND
EDUCATIO
N CTR.
ENTRANCE 71
ENTRANCE 70
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L O
FF
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E (N
O T
IN
C
O N
TR
A
C T)
102 103 STEAM PLANT
FISHER HOUSE 2
E N
TR
A
N C
E
E N
E R
G Y
C E
N T
E R
D R
(FUTURE
BUILDING)
106 -107
104A
O
LD
SPA
N
ISH
TR
A
IL
CAMBRIDGE
LE CAPITAN
C A
T E
T E
R R
A C
E
H O
L C
O M
B E
B L
V D
RINGNESS AVE
ALMEDA
SO
U T
H L
E E
WEST LEE
EAST LEE
MIX
ON AVE
ENTRANCE (Locked)
ENTRANCE
STORAGE
102A
FISHER HOUSE 3
H
M
IX
O N
A V
E
REGIONAL OFFICE
MAIN ENTRANCE
108A
SHEEHAN AVE
CHP
CENTERPOINT
ADMIN BLDG
NEW PARKING GARGE
(NOT IN
CONTRACT)
ENERGY CONTROL
CENTER
IN
TR
O G
E N
TH
E
R A
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TI
C S
IN
C
(N O
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Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
ACG Project Number
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.
Engineers Architects 000 C-002
OVERALL CAMPUS TRAFFIC CONTROL
PLAN
2 9FG
EHRM INFRASTRUCTURE
UPGRADES
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030
580-22-700
BFM
LE CAPITAN
ENERGY CENTER DR
TYPE III
BARRICADE (TYP.)
CONSTRUCTION
AREA (TYP.)
CONSTRUCTION
AREA (TYP.)
CONSTRUCTION
AREA (TYP.)
CONSTRUCTION
AREA (TYP.)
TYPE III
BARRICADE (TYP.)
TYPE III
BARRICADE (TYP.)
TYPE III
BARRICADE (TYP.)
CONSTRUCTION
AREA (TYP.)
ROAD CLOSED
THRU TRAFFIC
TO
TO BE PLATED TO
OPEN ROADWAY
(ONE LANE TO REMAIN
OPEN AT ALL TIMES)
TO BE PLATED TO
OPEN ROADWAY
(ONE LANE TO
REMAIN OPEN AT
ALL TIMES)
TO BE PLATED TO OPEN ROADWAY
(ONE LANE TO REMAIN OPEN AT ALL TIMES)
TO BE PLATED TO OPEN ROADWAY
(ONE LANE TO REMAIN OPEN AT ALL TIMES)
DETOUR
EAST LEE
DETOUR
EAST LEE
EAST LEE
DETOUR
DETOUR
AHEAD
DETOUR
DETOUR
TEMPORARY
TWO-WAY
DETOUR
AHEAD
ROAD
CLOSED
LE CAPITAN
ROAD
CLOSED
DETOUR
AHEAD
ROAD
CLOSED
DETOUR
ENERGY CENTER DR
DETOUR
ENERGY CENTER DR
ROAD CLOSED
THRU TRAFFIC
TO
ROAD CLOSED
THRU TRAFFIC
TO
TRAFFIC CONTROL NOTES
1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC
VOLUMES OR OWNER DICTATES OTHERWISE.
2. TRAFFIC CONTROL PHASING SHALL BE CHANGED WITH THE AREA OF
CONSTRUCTION.
3. ALL BARRICADES WILL HAVE A R11-2 "ROAD CLOSED" SIGN ATTACHED.
4. ALL ROADWAY CUTS SHALL BE STEEL PLATED DURING NON-WORKING
HOURS.
5. ONE LANE OF MAIN ROADS SHALL REMAIN OPEN AT ALL TIMES.
6. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN
10 MINUTES.
7. SIDEWALKS WILL NOT BE CLOSED. A SPOTTER WILL ASSIST PEDESTRIAN
TRAFFIC AROUND THE WORKZONE.
8. WORK AREA TO INCLUDE STAGING AREA.
9. ALL SIGN AND DEVICE SPACING WILL BE PLACED IN ACCORDANCE WITH
MUTCD STANDARDS.
10. IF NEEDED, TEMPORARY NO PARKING SIGNS WILL BE PLACED 48 HOURS IN
ADVANCE.
11. BUILDING WORKERS WILL BE NOTIFIED 24 HOURS IN ADVANCE OF ALL
STREET CLOSURES.
12. WHEN IMPACTED, A SPOTTER WILL MITIGATE ALL BUS STOP AND DRIVEWAY
ACCESS.
13. PARKING ON SIDEWALK IS NOT PERMITTED.
14. BACKGROUND INFORMATION INCLUDING BUILDINGS, PAVEMENT, AND
UTILITIES SHOWN IS CONSIDERED APPROXIMATE AND SHOWN FOR
REFERENCE ONLY. REFER TO DEMOLITION AND SITE PAVING SHEETS FOR
SURVEYED IMPROVEMENTS.
REOPEN PARKING LOT AS
SECTIONS ARE FINISHED
AND ADJUST BARRICADES
AS REQUIRED (TYP.)
LE CAPITAN
ROAD
CLOSED
DETOUR
EAST LEE
DETOUR
SOUTH LEE
580-22-70021-313
100% CONSTRUCTION DOCUMENTS
JANUARY 14, 2025
M A
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PH
A
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C C
MATCH LINE PHASE B C201
MATCH LINE PHASE D C201
MATCH LINE PHASE D C201
MATCH LINE PHASE A C200
MATCH LINE PHASE C C202
MATCH LINE PHASE D C202
REFER TO GL SERIES SHEETS
FOR TOWER CONSTRUCTION.
CONTRACTOR RESPONSIBLE
FOR POSTING SIGNAGE FOR
DOOR CLOSURES,
PROHIBITED PEDESTRIAN
TRAFFIC, AND PEDESTRIAN
PATHS AROUND
CONSTRUCTION LIMITS (TYP.)
SCALE IN FEET
1" = 100'
100 50 100 200 o | 214.939.7123 f | 770.368.1944 w | www.foresitegroup.net
Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206
TBPELS Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, LLC
ENERGY CENTER DR
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
GAS
GAS
GAS
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
GA
S
GA
S
GA
S
GAS
GAS
BOL W-VALVE
10060
BOL 6
12902BOL 6
12903
BOL 6
12904
BOL 6
12905
BOL 6
12906
BOL 6
12907
BOL W ROPE END
12982
BOL W ROPE END
13056
BOL W ROPE END
13057
BOL 4
13102
BOL 4
13103
BOL 4
13104
BOL 4
13105
BOL 4
13106
BOL 4
13107
BOL 4
13108
BOL 4
13109
BOL 4
13110
BOL 4
13134
BOL 4
13135
BOL 4
13136
BOL 4
13137
BOL 4
13138
BOL 4
13139
BOL 4
13140
BOL 4
13141
BOL 4
13142
BOL 4
13143
BOL 4
13144
BOL 4
13145
BOL 4
13275
BOL 4
16625
BOL 4
16627
BOL 4
16733BOL 4
16734BOL 4
16735
BOL 4
16736
BOL 4
16737
BOL 4
16738
BOL 4
16739
BOL 4
16740
BOL 4
16741
BOL 4
16742
BOL 4
16743
BOL 4
16744
BOL 4
16745
BOL 4
16746
BOL 4
16747
BOL 4
16748
BOL 4
16749
BOL 4
16750
BOL 4
16751
BOL 4
16752
BOL 4
16753
BOL 4
16754
BOL 4
16755
BOL 4
16756
BOL 4
21012
BOL 4
21013
BOL 4
21014
BOL 4
21015
BOL 4
21016
BOL 4
21017
BOL 4
16569
BOL 4
16570
BOL 4
16571
BOL 4
13271
BOL 4
13273
RESERVE "A", BLOCK 1
BAYLOR COLLEGE OF MEDICINE
F.C. No. 619157, H.C.M.R.
UNITED STATES OF AMERICA
CALLED 0.078 ACRE
VOL. 1381, PG. 17, H.C.D.R.
L=642.84' R=11510.00' D=3°12'00"
CHB=S74°25'54"W
CHD=642.76'
S72°49'54"W 289.24'
N
°1 0'
"W
9.
L=26.41' R=249.94'
D=6°03'15"
CHB=N14°09'03"W
CHD=26.40'
N75°51'06"W 59.87'
N
°0 8'
"E
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GP HDR 3
GP HDR 4
BOL 4
BOL 4
BOL 6
BOL 6
BOL 4
BOL 4
4960BOL 4
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
5598BOL 6
BOL 6
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
GP FNC1
26184
GP FNC1
26185
BOL 3
26377
BOL 3
26378
BOL 3
26379
BOL 3
26432
BOL 3
26433
BOL 3
26434
BOL 3
26435
BOL 3
26436
BOL 3
26437
BOL 3
26506
BOL 3
26507
BOL 3
26508
BOL 3
26509
BOL 3
26510
BOL 3
26511
GP
26572
BOL 3
26650
BOL 3
26651
BOL 3
26652
BOL 3
26653
GP
26677
BOL 1
26722
BOL 1
26723
BOL 1
26724
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 4
BOL 4
BOL 3
BOL 3
BOL 3
BOL 3
GP FNC3
27024
GP FNC3
27025
BOL 1
27030
BOL 1
27033
BOL 1
27036
BOL 1
27037
BOL 1
27042
BOL 1
27043
BOL 3
27237
BOL 3
27238BOL 3
27239
BOL 6
27389
BOL 6
27390
BOL 6
27391
BOL 6
27392
BOL 3
26505
US HWY 90-A
OLD SPANISH TRAIL
(VARIABLE WIDTH R.O.W.)
M
IX
O N
A V
E
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
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LOC
LOC
LOC
LOC
LOC
LOCLOC
LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LOC
LOC
LOC
LO
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LO
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LO
C
LO
C
LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
C
LO
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LO
C
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LOC LOC
LOC
LOC
LOC
LOC
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LO
C
LOC
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LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
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LOC
LOC
LOC
LOC
LOC
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LO
C
LO
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LO
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LO
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LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
LO
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LO
CLO
C
LO
C
LO
C
LOC
LOC
LOC
LOC
LOC LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
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LO
C
LO
C
LO
C
LOC
LOC
LOC
LOC
LO
C
LO
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LO
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LO
C
LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LOC
LOC
LOC
LOC
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LOC
LOC
LOC
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ENTRANCE 70
ST
EA
M P
LA
N
T
4A
STORAGE
102A
CHP
EN
ER
G Y
C O
N
TR
O L
C
EN
TE
R
C E
N
TE
R P
O
IN
T
"R
C P
(Q L-
C
"R
C P
(Q L-
C
12"DIP (QL-C)
12"DIP (QL-C)
12"DIP (QL-C)
6"
PV
C (Q
L- B)
8"
PV
C (Q
L- C
8"
PV
C (Q
L- C
) 8"
PV
C (Q
L- C
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
U
TI
LI
TY
T U
N N
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(Q
L- C
TUNNEL VAULT
TOP=46.01
L.V. ELEC. (Q
L-B)
L.V. ELEC. (Q
L-B)
L.V. E
LEC.
(QL-B)
L.V. ELEC
(Q L-B)
L.V. ELEC.
(Q L-B)
L.V. ELEC.(QL-B)
L.V. ELEC.(QL-B)L.V. ELEC.
(QL-B)
L.
V.
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LE
C
Q L-
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(QL-B)
L.V. ELEC. (QL-B)
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C
Q L-
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L.V. ELEC
. D
.B.
(Q L-B)
AIR VENTAIR VENT
AIR VENT
L.V. ELEC. D.B. [COMB.] (Q
L-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
L.V. ELEC. (QL-B)
L.
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Q L-
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6" W
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(Q L-
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TRAFFIC SIGNAL
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TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
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AS
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. L
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8"WATERMAIN (QL-D)
8"WATERMAIN(QL-D)
8"WATERMAIN (QL-D)
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ATERM
AIN (QL-D)
L.V. ELEC. (QL-B)
L.
V.
E
LE
C
Q L-
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TRAFFIC SIGNAL
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TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
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ID#NGV-1
TOP=44.88
2"G
ASM
AIN (Q
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2"GASMAIN (QL-B)
2"GASMAIN (QL-B)
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ELEC. DUCTBANK (QL-B)
EL
EC
. D U
C
TB
AN
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(Q L-
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(Q L-
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RD
RD
RD
RD
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RD
RD
RD
RD
RD
RD
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C (Q
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8"PVC (QL-C)
8"
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ORM
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8"RCP (QL-C)
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8"PVC (QL-C)
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RD
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8"PVC (QL-C)
8"PVC (QL-C)8"PVC (QL-C)
8"PVC (Q
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EL
EC
. L
IN
E (Q
L- B)
L.V. ELEC. (QL-B)
L.V. ELEC. (QL-B)
6"WATERMAIN (QL-D)
6"WATERMAIN (QL-D)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
H H
6"STEEL GASMN.
(QL-B)6"PVC GASMN.
(QL-B)
6"PVC GASMAIN (QL-C)
6"STEEL GASMAIN (QL-B)
GAS SERVICE LINE
(QL-D)
2"
ST
EE
L
G
AS
M
AI
N (Q
L- B)
G
SM
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Q L-
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GAS METER
6"STEEL GASMN. (QL-B)
(Q L-
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W
TR
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Q
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WTRMN. (QL-D)
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WTRMN. (QL-D)
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Q L-
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AT
ER
M
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(Q L-
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W
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M
AI
N
(Q L-
D
WATERMAIN (QL-D)
WATERMAIN (QL-D)
"W
AT
ER
M
AI
N (Q
L- D
2"PVC (QL-C)2"PVC (QL-C)
2 3/4"STEEL GASMAIN (QL-C)
(POS. OUT OF SERVICE)
EL
EC
. D U
C
TB
AN
K
(Q L-
D
1"COPPER MEDICAL GAS LINE (QL-C)
(POSSIBLY OUT OF SERVICE)
6"VCP (QL-D)
W
AS
TE
D
IS
PO
SA
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1+00.00
2+00.00
3+00.00
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7+00.00
8+00.00
9+00.00
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+0
0.
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14+00.00
15+00.00
16+00.00
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1+50.00
2+50.00
3+50.00
4+50.00
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6+50.00
7+50.00
8+50.00
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+5
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.0 o | 214.939.7123 f | 770.368.1944 w | www.foresitegroup.net
Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206
TBPELS Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, LLC.Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
ACG Project Number
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.
Engineers Architects FG
EHRM INFRASTRUCTURE
UPGRADES
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030 JANUARY 14, 2025
100% CONSTRUCTION DOCUMENTS
580-22-700
BFM
FO
AREA OF
WORK
KEY PLAN
N
SHEET NOTES:
21-313
000 CD-100
DEMOLITION PLAN
3 9
MATCH LINE (SHEET CD-101)
SCALE IN FEET
040 20 40 80 1" = 40'
SHEET KEY NOTES:
LEGEND
CONCRETE TO BE REMOVED
CONCRETE CURB TO BE REMOVED
TREE TO BE REMOVED
EXISTING FENCE
PROPERTY LINE
SCOPE LIMITS OF SURVEY/SUE INFORMATION
LIMITS OF CONSTRUCTIONLOC
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 DEMOLITION 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.
6) CONTRACTOR SHALL INSTALL INLET SEDIMENT TRAPS (PIGS IN
BLANKET) AT ALL DRAINAGE STRUCTURES WITHIN 50' OF LIMITS OF
CONSTRUCTION.
CD-100
CD-101
CD-101
CD-102
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 VA AND AE 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 VA 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 VA.
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
WITHIN LIMITS OF CONSTRUCTION SHOWN WITHIN PLANS.
BID DOCUMENTS% CONSTRUCTION DOCUMEBID DOCUMENTS
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GAS
GAS
GA
S
BOL W-VALVE
10308 BOL W ROPE END
12592
BOL W ROPE
12594
BOL W ROPE
12595
BOL W ROPE
12605
BOL W ROPE END
12606
BOL W LT
13527
BOL W LT
13540
BOL W LT
13547
BOL W LT
13548
BOL W LT
13552
BOL W LT
13557
BOL W/LT
16201
BOL W LT
16218
BOL W LT
16408
BOL W ROPE
21068
BOL W ROPE
21073
BOL W ROPE
21074
BOL W ROPE END
21079
BOL W LT
13577
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.
D.W.C. HARRIS SURVEY, A-325
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.
S72°51'06"E 30.00'
CANTERBURY STREET
60' R.O.W.
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.
PR
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L
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PRIVATE ROAD
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BOL 3
27237
BOL 3
27238BOL 3
27239
BOL 3
27590
BOL 3
27591
BOL 3
27592
BOL 3
27593
BOL 3
27594
BOL 6
27691
BOL 6
27701
BOL 6
27702
BOL 6
27703
BOL 6
27704
BOL 6
27705
BOL 4
BOL 4
BOL 4
BOL 4
BOL 3
BOL 3
BOL 3
BOL 4
BOL 4
BOL 4
BOL 6
BOL 6
BOL 2
BOL 2
BOL 8
BOL 8
BOL 8
BOL 8
BOL 8
BOL 8
BOL 4
BOL 6
BOL 6
BOL 4
BOL 6
28151
BOL 3
28158
BOL 6
28340
BOL 6
28341
BOL 6
28342
BOL 6
28343
BOL 6
28344
BOL 6
28507
BOL 3
29607
BOL 3
29608BOL 3
29609
BOL 6
29747
BOL 6
29751
BOL 3
29754
BOL 3
29755
BOL 3
29756
BOL 6
29828
BOL 6
29829
BOL 6
29830BOL 6
29831BOL 6
29832BOL 6
29833
BOL 6
29860
BOL 8
30089
BOL 8
30090
BOL 8
30091
BOL 3
30269
BOL 3
30270
BOL 6
30277
BOL 3
30319
BOL 3
30320
C A
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ID
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SOUTH LEE
W E
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FISHER HOUSE 1
(FUTUREBUILDING)121
108A
(EXISTINGBUILDING)121
42"RCP (QL-C) 48"RCP (QL-C)
SOLAR POWERED
TRAFFIC SIGNALS
2" H
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6"WATERMAIN(QL-D)
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FL=34.59 12"VCP OUT (SE)12"VCP (QL-C)
SANITARY MANHOLE
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.0 o | 214.939.7123 f | 770.368.1944 w | www.foresitegroup.net
Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206
TBPELS Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, LLC.Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
ACG Project Number
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.
Engineers Architects FG
EHRM INFRASTRUCTURE
UPGRADES
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030 JANUARY 14, 2025
100% CONSTRUCTION DOCUMENTS
580-22-700
BFM
FO
AREA OF
WORK
KEY PLAN
N
SHEET NOTES:
21-313
DEMOLITION PLAN
MATCH LINE (SHEET CD-100)
MATCH LINE (SHEET CD-102)
SCALE IN FEET
040 20 40 80 1" = 40'
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 VA AND AE 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 VA 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 VA.
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
WITHIN LIMITS OF CONSTRUCTION SHOWN WITHIN PLANS.
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 DEMOLITION 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.
6) CONTRACTOR SHALL INSTALL INLET SEDIMENT TRAPS (PIGS IN
BLANKET) AT ALL DRAINAGE STRUCTURES WITHIN 50' OF LIMITS OF
CONSTRUCTION.
SHEET KEY NOTES:
CD-100
CD-101
CD-101
CD-102
000 CD-101
LEGEND
CONCRETE TO BE REMOVED
CONCRETE CURB TO BE REMOVED
TREE TO BE REMOVED
EXISTING FENCE
PROPERTY LINE
SCOPE LIMITS OF SURVEY/SUE INFORMATION
LIMITS OF CONSTRUCTIONLOC
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GAS
GAS
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC FO
C
FO
C
FO
C
FO
C
BUILDING 122
(NOT IN CONTRACT)
BOL 6
11077
BOL 6
11078
BOL 6
11080BOL 6
11081
BOL 6
11086
BOL 6
11087
BOL 6
11094
BOL 6
11095
BOL 6
11531
BOL 6
11532
BOL 6
11537
BOL 6
11538
BOL W ROPE END
11636
BOL W ROPE
11637
BOL W ROPE END
11644
BOL W ROPE END
11645
BOL 6
11716
BOL 6
11719
BOL 6
11863BOL 6
11864
BOL 6
12258
BOL 6
12265
BOL 4
13498
BOL 4
13499
BOL 4
13500
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 4.2909 ACRES
TERRA SURVEYING
PROJECT No. 1600-9304
CALLED 7.6639 ACRES
TERRA SURVEYING
PROJECT No. 1600-9304
D.W.C. HARRIS SURVEY, A-325
CALLED 2.619 ACRES
SUBLEASE AND ASSIGNMENT
H.C.C.F. No. T418082
MEMORANDUM OF SUBLEASE
H.C.C.F. No. U530171
SUBSTITUTE TRUSTEE'S DEED
H.C.C.F. No. 20090196579
N
°0 8'
"E
8.
WOODBURY BLVD.
70' R.O.W.
VOL. 7, PG. 38, H.C.M.R.
R
IN
G N
ES
S
AV
E.
PR
IV
AT
E
R O
AD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
GP FNC2
GP FNC2
GP FNC2
GP FNC2
GP FNC2
GP FNC2
GP FNC2
GP FNC 1
8063GP FNC 1
BOL 3
28091
BOL 3
28092
BOL 3
28665
BOL 3
28666
BOL 6
28673
BOL 6
28678
BOL 2 GRD
28692
BOL 2 GRD
28693
BOL 2 GRD
28694
BOL 2 GRD
28695
BOL 2 GRD
28696
BOL 2 GRD
28697
BOL 6
28768
BOL 6
28769
BOL 6
28794
BOL 6
28795
BOL 6
28796
BOL 1
28801
BOL 1
28802
BOL 3
29259
BOL 3
29260
BOL 3
29261
BOL 3
29262
BOL 6
29281
BOL 6
29287
BOL 6
29327
BOL 6
29333
BOL 3
29340
BOL 3
29341
BOL 3
29342
C A
M B
R
ID
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S T
R E
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(V A
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T
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.O .W
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P
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RIN
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A
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MIXON AVE
LOC
LOC
LOC
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LOC
LOC
LOC
LOC
LOC
LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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FIS
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FIS
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ADMIN BLDG125NEW PARKING GARGE
12"RCP (QL-C)
"R
C P
(Q L-
B
"R
C P
(Q L-
C
18"RCP (QL-C)
"R
C P
(Q L-
C
"R
C P
(Q L-
C
"R
C P
(Q L-
B
12"RCP (QL-C)
48"RCP (QL-C)
"R
C P
(Q L-
C
4" C
PP
(Q
L- C
4"CPP(QL-C)
4"
PV
C (Q
L- B)
4"
PV
C (Q
L- B)
4"
PV
C (Q
L- B)
48"RCP (QL-C)
"R
C P
(Q L-
C
"R
C P
(Q L-
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48"RCP (QL-C)
48"RCP (QL-C)
48"RCP (QL-C)
12"PVC (Q
L-C)
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VC
(Q
L- C
12"PVC (QL-C) 12"PVC
(QL-C)
6" C
PP
(Q
L- C
6"CPP (QL-C)
6" C
PP
(Q
L- C
12"RCP
(QL-C)
"R
CP
(Q
L- C)
18"RCP (QL-C)
4"
PVC (Q
L- C)
4"
PVC (Q
L- C)
4"PVC
(QL-C)
4"PVC
(QL-C)
6"
PV
C (Q L-
C)
8"
PV
C (Q
L- C
10"VCP (Q
L-B)
10"VCP (QL-C)
10"VCP (QL-C)
10"VCP (QL-C)
4"PVC (QL-C)
4"PVC (QL-C)
6"
PV
C (Q L-
C)
6"
PV
C (Q L-
C)
10"VCP (QL-B)
10"PVC
(Q
L-B)
10"PVC(QL-B)
4" P
VC (Q
L-
C)
4" P
VC (Q
L-
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4" PVC (QL-C)
4" PVC (QL-C)
12"PVC(QL-C)
8"
PVC (Q
L-C
4"P
VC (Q
L-C
8"PVC (QL-C)
10"VCP (QL-C)
10"VCP (QL-C)
10"VCP (QL-C)
8"
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8"
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8" P
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(QL-B)
2"STEEL GSMN.
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2"STEEL GASMAIN
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2"
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(QL-B)
6"VCP (QL-C)
6"VCP (QL-C)
6"VCP (QL-C)
6"
VC
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STEAM VAULT
CAMPUS ID# 11906
MCC#SV-1
TOP=42.32
(3) 2"STEEL
STEAM LNS. IN
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(POS. ABDN.)
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6" W
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N (Q
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6" W
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M
AI
N (Q
L- D
6"WATERMAIN (QL-D)
TRAFFIC SIGNAL LOOP
(QL-B)
TRAFFIC
SIGNAL
LOOP(QL-B)
6" W
AT
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M
AI
N (Q
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8"WATERMAIN (QL-D)
8"WATERMAIN (QL-D)
8"WATERMAIN (QL-D)
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M
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N (Q
L- C
8" W
AT
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M
AI
N (Q
L- C
TRAFFIC SIGNAL LOOP (QL-B)
TRAFFIC SIGNAL LOOP (QL-B)
TRAFFIC SIGNAL LOOP (QL-B)
TRAFFIC SIGNAL LOOP (QL-B)
TRAFFIC SIGNAL LOOP (QL-B)
TRAFFIC SIGNAL LOOP (QL-B)
TRAFFIC SIGNAL LOOP (QL-B)
4" C
IP
(Q
L- B)
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(Q L-
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12"RCP
(QL-C)
12"RCP (QL-C)
"R
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18"RCP (QL-B)
36"RCP (QL-C)
36"RCP (QL-C)
"R
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(Q L-
C
"R
C P
(Q L-
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42"RCP (QL-C)
42"RCP (QL-C)
"R
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(Q L-
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"R
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(Q L-
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6"VCP (QL-B)
8"VCP (QL-C)
8"VCP(QL-C)
8"VCP (QL-C)
6"
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6"
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8"VCP (QL-C)
8"
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48"RCP (QL-C)
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"R
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"R
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"R
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42"RCP (QL-C) 48"RCP (QL-C)
48"RCP (QL-C)
48"RCP (QL-C)
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10"SANITARY LINE (QL-D)
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6" W
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AI
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6"WTRMN.(QL-D)
6"WTRMN.(QL-D)
6"WATER SERVICE LINE (QL-D)
6"WATER SERVICE LINE (QL-D)
IRRIGATION LINES (QL-C)
G
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N (Q
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1"STEEL FUEL LINE (QL-C)
ST
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TRAFFIC SIGNAL
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TRAFFIC SIG. LOOP
(QL-B)
TRAFFIC SIGNAL
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TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
48"RCP (QL-C)
SOLAR POWERED
TRAFFIC SIGNALS
18"RCP (QL-C)
18"RCP (QL-C)
18"RCP (QL-C)
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18"RCP (QL-B)
36"RCP (QL-C)
36"RCP (QL-C)
12"RCP (QL-C)
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18"R C
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42"RCP (QL-C)
42"RCP (QL-C)
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8"VCP (QL-C)
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"R
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"R
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"R
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8" SANITARY LINE(QL-D)
8" SANITARY LINE (QL-D)
18"RCP (QL-C)18"RCP (QL-B)
12"RCP (QL-C)
18"RCP (Q
L-C)
L.V. ELEC. (QL-B)
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ELECTRIC DUCTBANK (QL-D)
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(Q L-
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2"GASMAIN (Q
L-B)TRAFFIC SIGNAL LOOP (QL-B)
+0
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+0
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0.
+0
0.
+0
0.
+0
0.
+0
0.
+0
0.
37+00.00
38+00.00
39+00.00
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42+00.00
43+00.00
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48+00.00
49+00.00
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+5
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+5
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+5
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3+00.00 3+46.99
2+50.00
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2+00.00
0+50.00
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2+50.00 w | www.foresitegroup.net
Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206
TBPELS Firm No. F-12878
D/B/A Foresite Consulting Group of Texas, LLC.Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
ACG Project Number
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.
Engineers Architects FG
EHRM INFRASTRUCTURE
UPGRADES
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BLVD.
HOUSTON, TX 77030 JANUARY 14, 2025
100% CONSTRUCTION DOCUMENTS
580-22-700
BFM
FO
AREA OF
WORK
KEY PLAN
N
SHEET NOTES:
21-313
DEMOLITION PLAN
MATCH LINE (SHEET CD-101) SCALE IN FEET
040 20 40 80 1" = 40'
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 DEMOLITION 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.
6) CONTRACTOR SHALL INSTALL INLET SEDIMENT TRAPS (PIGS IN
BLANKET) AT ALL DRAINAGE STRUCTURES WITHIN 50' OF LIMITS OF
CONSTRUCTION .
SHEET KEY NOTES:
CD-100
CD-101
CD-101
CD-102
000 CD-102
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 VA AND AE 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 VA 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 VA.
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
WITHIN LIMITS OF CONSTRUCTION SHOWN WITHIN PLANS.
LEGEND
CONCRETE TO BE REMOVED
CONCRETE CURB TO BE REMOVED
TREE TO BE REMOVED
EXISTING FENCE
PROPERTY LINE
SCOPE LIMITS OF SURVEY/SUE INFORMATION
LIMITS OF CONSTRUCTIONLOC
ENERGY CENTER DR
BOL W-VALVE
10060
BOL 6
12902BOL 6
12903
BOL 6
12904
BOL 6
12905
BOL 6
12906
BOL 6
12907
BOL W ROPE END
12982
BOL W ROPE END
13056
BOL W ROPE END
13057
BOL 4
13102
BOL 4
13103
BOL 4
13104
BOL 4
13105
BOL 4
13106
BOL 4
13107
BOL 4
13108
BOL 4
13109
BOL 4
13110
BOL 4
13134
BOL 4
13135
BOL 4
13136
BOL 4
13137
BOL 4
13138
BOL 4
13139
BOL 4
13140
BOL 4
13141
BOL 4
13142
BOL 4
13143
BOL 4
13144
BOL 4
13145
BOL 4
13275
BOL 4
16625
BOL 4
16627
BOL 4
16733BOL 4
16734BOL 4
16735
BOL 4
16736
BOL 4
16737
BOL 4
16738
BOL 4
16739
BOL 4
16740
BOL 4
16741
BOL 4
16742
BOL 4
16743
BOL 4
16744
BOL 4
16745
BOL 4
16746
BOL 4
16747
BOL 4
16748
BOL 4
16749
BOL 4
16750
BOL 4
16751
BOL 4
16752
BOL 4
16753
BOL 4
16754
BOL 4
16755
BOL 4
16756
BOL 4
21012
BOL 4
21013
BOL 4
21014
BOL 4
21015
BOL 4
21016
BOL 4
21017
BOL 4
16569
BOL 4
16570
BOL 4
16571
BOL 4
13271
BOL 4
13273
RESERVE "A", BLOCK 1
BAYLOR COLLEGE OF MEDICINE
F.C. No. 619157, H.C.M.R.
UNITED STATES OF AMERICA
CALLED 0.078 ACRE
VOL. 1381, PG. 17, H.C.D.R.
L=642.84' R=11510.00' D=3°12'00"
CHB=S74°25'54"W
CHD=642.76'
S72°49'54"W 289.24'
N
°1 0'
"W
9.
L=26.41' R=249.94'
D=6°03'15"
CHB=N14°09'03"W
CHD=26.40'
N75°51'06"W 59.87'
N
°0 8'
"E
9.
PR
O
PE
R
TY
L
IN
E
UG/E
UG/E
UG/E
UG/E
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UG/E
UG/
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG/E
UG
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UG
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UG
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UG
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UG
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UG
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UG/E
UG/E
UG/E
UG/E
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UG/E
UG/E
UG/E
UG/E
UG/E
UG/E
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UG/E
UG/E
UG
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UG/E
UG/E
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UG/E
UG/E
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UG
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UG/E
UG/E
UG/E
UG/
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UG/E
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UG/E
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UG/E
UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG/E
UG
/E
UG
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UG
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UG
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UG
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UG
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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
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/E
UG/E
UG/E
UG
/E
UG
/E
UG/E UG/E
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FO
C
FO
C
FOC
FOC
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
/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/E
UG/E
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FO
C
FO
C
FO
C
FO
C
FO
C
FOC
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/E
UG/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
/E
UG
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UG
/E
UG
/E
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FO
C
FOC
FOC
FOC
FOC
FOC
UG
/E
UG
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UG
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UG/E
UG
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UG/E
UG/E
UG
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UG
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UG
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UG/E
UG
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UG/E
UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
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UG
/E
GP HDR 1
GP HDR 2
GP HDR 3
GP HDR 4
BOL 4
BOL 4
BOL 6
BOL 6
BOL 4
BOL 4
4960BOL 4
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
5598BOL 6
BOL 6
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
GP FNC1
26184
GP FNC1
26185
BOL 3
26377
BOL 3
26378
BOL 3
26379
BOL 3
26432
BOL 3
26433
BOL 3
26434
BOL 3
26435
BOL 3
26436
BOL 3
26437
BOL 3
26506
BOL 3
26507
BOL 3
26508
BOL 3
26509
BOL 3
26510
BOL 3
26511
GP
26572
BOL 3
26650
BOL 3
26651
BOL 3
26652
BOL 3
26653
GP
26677
BOL 1
26722
BOL 1
26723
BOL 1
26724
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 3
BOL 4
BOL 4
BOL 3
BOL 3
BOL 3
BOL 3
GP FNC3
27024
GP FNC3
27025
BOL 1
27030
BOL 1
27033
BOL 1
27036
BOL 1
27037
BOL 1
27042
BOL 1
27043
BOL 3
27237
BOL 3
27238BOL 3
27239
BOL 6
27389
BOL 6
27390
BOL 6
27391
BOL 6
27392
BOL 3
26505
US HWY 90-A
OLD SPANISH TRAIL
(VARIABLE WIDTH R.O.W.)
M
IX
O N
A V
E
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
CFOC
FOC
FOC
FOC
FOC
FO
C
FO
C
FO
C
FO
C
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FOC
FOC
FO
C
FO
C
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C
FO
C
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FOC
FOC
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FO
C
FO
C
FO
C
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C
FO
C
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C
FO
C
FO
C
FO
C
FO
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C
FO
C
FO
C
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FOC
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FOC
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FOC
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C
FOC
FOC
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
45 45
4545 45
46 46
4646 4646 4646
464646
48 48
48 48
ENTRANCE 70
ST
EA
M P
LA
N
T
4A
STORAGE
102A
CHP
EN
ER
G Y
C O
N
TR
O L
C
EN
TE
R
C E
N
TE
R P
O
IN
T
"R
C P
(Q L-
C
"R
C P
(Q L-
C
12"DIP (QL-C)
12"DIP (QL-C)
12"DIP (QL-C)
6"
PV
C (Q
L- B)
8"
PV
C (Q
L- C
8"
PV
C (Q
L- C
) 8"
PV
C (Q
L- C
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
8"PVC (QL-C)
U
TI
LI
TY
T U
N N
EL
(Q
L- C
L.V. ELEC. (Q
L-B)
L.V. ELEC. (Q
L-B)
L.V. E
LEC.
(QL-B)
L.V. ELEC
(Q L-B)
L.V. ELEC.
(Q L-B)
L.V. ELEC.(QL-B)
L.V. ELEC.(QL-B)L.V. ELEC.
(QL-B)
L.
V.
E
LE
C
Q L-
B)
ELEC. LINE
(QL-B)
L.V. ELEC. (QL-B)
L.
V.
E
LE
C
Q L-
B)
L.V. ELEC
. D
.B.
(Q L-B)
L.V. ELEC. D.B. [COMB.] (Q
L-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
L.V. ELEC. (QL-B)
L.
V.
E
LE
C
Q L-
B)
L.
V.
E
LE
C
Q L-
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. (Q
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(QL-B)
L.
V
. E
LE
C
(Q L-
B
L.
V
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LE
C
(Q L-
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C
Q L-
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LE
C
Q L-
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L.
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. E
LE
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Q L-
B
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LO
W
V
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TA
GE E
LE
CTR
IC
(Q
L- B)
L.V. ELECTRIC (QL-B)
GASMAIN(QL-D)
6" W
AT
ER
M
AI
N (Q
L- C)
6" W
A
TE
R M
A
IN
(Q L-
C
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
LINE (QL-B)
TRAFFIC SIGNAL
DUCTBANK (QL-B)
6" W
TR
. S
ER
VI
C E
LI
N
E (Q
L- D
6"WATERMAIN (QL-D)
8"WATERMAIN (QL-D)
8"WATERMAIN(QL-D)
8"WATERMAIN (QL-D)
8"W
ATERM
AIN (QL-D)
L.V. ELEC. (QL-B)
L.
V.
E
LE
C
Q L-
B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
TRAFFIC SIGNAL
LOOP (QL-B)
2"G
ASM
AIN (Q
L-B)
2"GASMAIN (QL-B)
2"GASMAIN (QL-B)
ELECTRIC DUCTBANK (QL-B)
ELEC. DUCTBANK (QL-B)
EL
EC
. D U
C
TB
AN
K
(Q L-
B) 2"COPPER OXYGEN
LINE (QL-B)
2"COPPER OXYGEN LINE (QL-B)
2" C
O
PP
ER
O
XY
G
EN
L
IN
E
(Q L-
B)
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
6"
PV
C (Q
L- C
STORM DRAIN (QL-C)
8"PVC (QL-C)
8"
PV
C (Q
L- B)
ST
O
R M
D R
AI
N
(Q L-
C
ST
ORM
D
RA
IN
(Q
L- C)
ST
M
. D R
N
STM. DRN. (QL-C)
12"PVC (QL-C)
STORM DRAIN (QL-C)
12"RCP (QL-B)
"R
C P
(Q L-
C
8"RCP (QL-C)
"R
C P
(Q L-
C
"R
CP
(Q
L- C)
8"RCP (QL-C)
12"PVC (QL-C)
8"
RC
P (Q
L- C)
8"RCP (QL-C)
8"PVC (QL-C)
8"
PV
C (Q
L- C
"P
VC
(Q L-
C
"P
VC
(Q
L- C
10"PVC (QL-C)
"R
CP
(Q
L- C)
"R
C P
(Q L-
C
"R
C P
(Q L-
C
15"PVC (QL-C)
15"PVC (QL-C)
12"PVC (QL-C)
24"RCP (Q
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10"PVC (QL-C)
10"PVC
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12"DIP (QL-C)
12"RCP (QL-C)
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8"PVC (QL-C)
8"PVC (QL-C)8"PVC (QL-C)
8"PVC (Q
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8"PVC (QL-C)
6"VCP (QL-D)
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