07_91-105_851PC2048_HNC_BD_Plans.pdf
PDF 16 MB Posted
- Solicitation number
- 36C10F20R0055
About this file
This solicitation is for Phase 5 expansion of Houston National Cemetery including construction of additional gravesites, cemetery improvements, and development of approximately 50 acres of land. Work includes over 14,000 preplaced crypt full casket gravesites, 350 oversize pre-placed crypt casket gravesites, approximately 2,000 traditional in-ground cremains, and approximately 8,000 columbarium niches. Also included are a 300-gravesite Hybrid Natural Burial Memorial Wall and Ossuary, new roads, parking, utilities, signage and site furnishings. The project will update and expand the irrigation system with a new well and pump station. Work must be completed within 730 calendar days of receipt of the notice to proceed. The estimated construction cost is between $20-50 million. This requirement is being procured as a 100% Service-Disabled Veteran Owned Small Business set aside. The applicable NAICS code is 237990 and size standard is $39.5 million. Questions regarding this solicitation must be submitted in writing by July 24, 2020. Proposals are due August 10, 2020 by 12:00 PM Eastern Time. Offerors must be registered in Vendor Information Pages as a SDVOSB upon submission.
View the file
Other files
Show all 35
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
MENS TOILET
TOOL M
ANAGER
WOMENS
TOILET
MENS
LOCKER
WOMENS
LOCKER
HONOR
GUARD
TOILET
KITCHEN
JANITOR
MENS
SHOWER
BREAKROOM
UPUP
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
SITE SECURITY PLAN
SE103
LEGEND:
CAMERA #B1
CAMERA #B2
CAMERA #B3
CAMERA #B4
CAMERA #B5
CAMERA #B8
CAMERA #B7
CAMERA #B6
CAMERA #B9
CAMERA #B10
CAMERA #B11
CAMERA #B12
CAMERA #B13
CAMERA #B14
SITE SECURITY NOTES:
AutoCAD SHX Text F
AutoCAD SHX Text
MH
AutoCAD SHX Text
GRAPHICAL SCALE: 1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NVR
AutoCAD SHX Text
EXISTING FIXED BULLET CAMERA TO BE REPLACED
AutoCAD SHX Text
NETWORK VIDEO RECORDER & VIDEO DISPLAY EQUIPMENTVIDEO DISPLAY EQUIPMENT
AutoCAD SHX Text
NVR
AutoCAD SHX Text
PROPOSED FIXED BULLET CAMERA
AutoCAD SHX Text
1. SECURITY CONTRACTOR SHALL EXPAND AND/OR PROVIDE NEW SECURITY CONTRACTOR SHALL EXPAND AND/OR PROVIDE NEW SECURITY HARDWARE, DEVICES, POE CAMERAS AND SOFTWARE/CONFIGURATION TO MEET SPECIFICATIONS. SECURITY CONTRACTOR SHALL COORDINATE FINAL SELECTION OF SYSTEM EQUIPMENT WITH NCA SITE PERSONNEL FOR SELECTION OF DOOR HARDWARE. 2. CONTRACTOR TO DEMOLISH EXISTING CAMERAS AND ASSOCIATED CONTRACTOR TO DEMOLISH EXISTING CAMERAS AND ASSOCIATED TRANSMISSION LINES. 3. SEE ELECTRICAL SHEETS FOR PHYSICAL ACCESS CONTROL AND SEE ELECTRICAL SHEETS FOR PHYSICAL ACCESS CONTROL AND SURVEILLANCE SYSTEM DETAILS. CONTRACTOR TO DETERMINE FINAL SECURITY PANELS AND/CABINETS LOCATIONS. 4. SEE ELECTRICAL SHEETS FOR SECURITY/COMMUNICATION CABLE AND SEE ELECTRICAL SHEETS FOR SECURITY/COMMUNICATION CABLE AND CONDUIT SITE PLAN INFORMATION. 5. CAMERA LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED CAMERA LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED FOR OPTIMUM EFFECTIVENESS. 6. PLANS DEPICT RECORDING BY LOCAL NVR. THE NVR SHALL BE RACK PLANS DEPICT RECORDING BY LOCAL NVR. THE NVR SHALL BE RACK MOUNTED. 7. ALL CAMERAS TO BE CONNECTED TO NVR LOCATED IN ADMINISTRATION ALL CAMERAS TO BE CONNECTED TO NVR LOCATED IN ADMINISTRATION BUILDINGS OPERATIONS ROOM. FINAL LOCATION IN ROOM TO BE FINAL LOCATION IN ROOM TO BE DETERMINED BY CONTRACTOR AND APPROVED BE RE/COR.
EXPANSION
JOINT (TYP.)
TOOLED
CONTRACTION
JOINT (TYP.)
9'
20'
25'
25'
35' 4.12'
EXPANSION
JOINT (TYP.)
70'
3.9'
54'
60'
EXPANSION JOINT AGAINST
EXISTING STRUCTURE AND CONCRETE
20' 20'
20'
25' 15'
14' 20' 20'
20'
4'
5' (TYP.)
5' (TYP.)
4'
5' (TYP.)
5' (TYP.)
5' (TYP.)
5' (TYP.)
5' (TYP.)
CONTRACTOR TO LOCATE U.G.
UTILITIES PRIOR TO COMMENCING
GRADING AND EXCAVATION
ACTIVITIES NEEDED TO INSTALL
THE NEW CONCRETE PAVEMENT.
CONTRACTOR TO ENSURE NO
EXISTING UTILITIES ARE IMPACTED
AS A RESULT OF CONSTRUCTION.
ANY STRUCTURE TOPS WITHIN THE
IMPROVEMENT LIMITS TO BE
ADJUSTED TO FINAL GRADE.
CONTRACTOR SHALL INSTALL EXPANSION
JOINT AT TIE INTO EXISTING PAVEMENT
BEGIN
CONCRETE
PAVEMENT
INSTALLATION
X=3094092.54
Y=13904394.30
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
SITE SECURITY PLAN
SE104
LEGEND:
SATELLITE MAINTENANCE AREA MAIN ENTRANCE
CHAPEL & HEMICYCLE
CAMERA #C1
CAMERA #D1
CAMERA #D2
CAMERA #E1
CAMERA #E2
SITE SECURITY NOTES:
AutoCAD SHX Text F
AutoCAD SHX Text
4" HDPE (NFV)
AutoCAD SHX Text
MH
AutoCAD SHX Text
GRAPHICAL SCALE: 1" = 10'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING FIXED BULLET CAMERA TO BE REPLACED
AutoCAD SHX Text
NETWORK VIDEO RECORDER & VIDEO DISPLAY EQUIPMENTVIDEO DISPLAY EQUIPMENT
AutoCAD SHX Text
NVR
AutoCAD SHX Text
PROPOSED FIXED BULLET CAMERA
1. SECURITY CONTRACTOR SHALL EXPAND AND/OR PROVIDE NEW SECURITY CONTRACTOR SHALL EXPAND AND/OR PROVIDE NEW SECURITY HARDWARE, DEVICES, POE CAMERAS AND SOFTWARE/CONFIGURATION TO MEET SPECIFICATIONS. SECURITY CONTRACTOR SHALL COORDINATE FINAL SELECTION OF SYSTEM EQUIPMENT WITH NCA SITE PERSONNEL FOR SELECTION OF DOOR HARDWARE. 2. CONTRACTOR TO DEMOLISH EXISTING CAMERAS AND ASSOCIATED CONTRACTOR TO DEMOLISH EXISTING CAMERAS AND ASSOCIATED TRANSMISSION LINES. 3. SEE ELECTRICAL SHEETS FOR PHYSICAL ACCESS CONTROL AND SEE ELECTRICAL SHEETS FOR PHYSICAL ACCESS CONTROL AND SURVEILLANCE SYSTEM DETAILS. CONTRACTOR TO DETERMINE FINAL SECURITY PANELS AND/CABINETS LOCATIONS. 4. SEE ELECTRICAL SHEETS FOR SECURITY/COMMUNICATION CABLE AND SEE ELECTRICAL SHEETS FOR SECURITY/COMMUNICATION CABLE AND CONDUIT SITE PLAN INFORMATION. 5. CAMERA LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED CAMERA LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED FOR OPTIMUM EFFECTIVENESS. 7. MAIN ENTRANCE, SATELLITE MAINTENANCE AREA, CHAPEL & HEMICYCLE MAIN ENTRANCE, SATELLITE MAINTENANCE AREA, CHAPEL & HEMICYCLE CAMERAS TO CONTAIN INTERNAL MEMORY CARD AND WILL NOT BE CONNECTED TO AN NVR OR DVR.
ASSISTANT
DIRECTOR
DIRECTOR
LOBBY
NEW
OFFICE
CORRIDOR
PROGRAM
ASSISTANT
PROGRAM
CLERK
JANITOR
MENS
RESTROOM
CORRIDOR
WOMENS
RESTROOM
WORKSTATION
WORKSTATION
WORKSTATION
OPERATIONS
CENTER
MECHANICAL
ROOM
MULTIPURPOSE
ROOM
HONOR
GUARD
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 BJS ACS
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442
GPS PLAN
GS100
GPS NOTES:
GPS LEGEND:
BASE STATION
ADMINISTRATION BUILDING
AutoCAD SHX Text
GRAPHICAL SCALE: 1" = 5'
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1. ANTENNA IS TO BE PLACED ON A MOUNTING POLE/BRACKET AT A ANTENNA IS TO BE PLACED ON A MOUNTING POLE/BRACKET AT A MINIMUM OF 3 FEET ABOVE THE ROOFLINE OF THE ADMINISTRATION BUILDING. CONTRACTOR SHALL COORDINATE FINAL SELECTION OF SYSTEM EQUIPMENT WITH NCA SITE PERSONNEL. 2. REFER TO SECTION 11 83 00 - GLOBAL NAVIGATION SATELITE SYSTEM REFER TO SECTION 11 83 00 - GLOBAL NAVIGATION SATELITE SYSTEM (GNSS) REFERENCE SYSTEM FOR HARDWARE SPECIFICATIONS.
C
O
N
F
I
R
M
O
N
F
I
R
M
C
O
N
F
I R
M
C
O
N
F
I R
M
O
N
F
I
R
M
R
R
R
R8.00'
R8.00'
R
T
Y
P
END PIER, EXPANSION
JOINTS ALL SIDES
ADJACENT TO
CONCRETE, TYP.
CI703
CI703
CI703
CI703
CI703
CI703
CI703
CI703
CI704
FLOWER WATERING
STATION, TYP.
INTERMEDIATE PIER,
EXPANSION JOINTS ALL SIDES
ADJACENT TO CONCRETE, TYP.
EXPANSION JOINT, TYP.
CONTROL JOINT, TYP.
T
Y
P
T
Y
P
P
P1
P2
P3
P4
P5
P6
P7
T
Y
P
CI704
TACTILE WARNING STRIP,
REFER TO AREA DETAIL 3,
SHEET CT103 FOR ADA CURB
RAMP IMPROVEMENTS
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
CI702
DT503
POTENTIAL FUTURE
COLUMBARIUM, TYP.
SIGN, SEE NEW SITE
SIGNAGE PLANS
CI820-823, TYP.
LIGHT-DUTY CONCRETE, TYP.
BENCH, TYP.
5-NICHE HIGH, DOUBLE SIDED
COLUMBARIUM WALL C-22
5-NICHE HIGH, DOUBLE SIDED
COLUMBARIUM WALL C-23
E
J
EJ
E
J
EJ
EJ
EJ
E
J
E
J
E
J
P
A
N
E
L
S
P
P
A
N
E
L
P
E
Q
N
E
L
S
T
Y
P
R
R
R
R
P.O.C
P
O
C
P
O
T
P
O
C
SIM.
N
E
L
P
A
L
I
G
N
R
R
R
F
A
O
F
I
E
R
F
O
U
N
D
A
T
I
O
N
F
A
E
R
F
O
U
N
D
A
T
I
O
N
C
O
R
N
R
E
R
F
O
U
N
D
A
T
I
O
N
LIMIT OF CONSTRUCTION,
TYP.
L-502
L-502
POINT LAYOUT TABLE
POINT
P1
P2
P3
P4
P5
P6
P7
NORTHING
13903774.6701
13903754.1299
13903775.2321
13903752.3925
13903774.8734
13903796.3379
13903775.7982
EASTING
3093705.1997
3093756.0952
3093805.7551
3093862.3483
3093755.0502
3093805.5626
3093856.4584
KEY MAP
(NOT TO SCALE)S
a v e
D a t
A
M
F i l
N m
G
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C S
C
L
T
E
P
L A
N d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CS401
COLUMBARIUM SITE PLAN
ENLARGEMENT 1
86425 1010 0
Scale: 1" = 10'
LEGEND
CONTROL JOINT
POND EDGE
FLOWER WATERING STATION
EXPANSION JOINT
P1
LAYOUT POINT
LIGHT-DUTY CONCRETE
MATCH LINE: SEE SHEET CS402 MATCH LINE: SEE SHEET CS402
NOTES
1. LAYOUT INFORMATION SHALL BE BASED UPON THE
CENTER LINE CREATED BETWEEN LAYOUT POINTS.
2. DIMENSIONS BETWEEN LAYOUT POINTS AND
DIMENSIONS OF THE CONCRETE FORM LAYOUT
SHALL BE CONFIRMED BY THE SURVEYOR AND
CERTIFICATION PROVIDED TO THE RE/COR PRIOR TO
CONCRETE BEING POURED. SEE SPECIFICATIONS.
3. SEE COLUMBARIUM NUMBERING PLAN CI701.
EJ
LIMIT OF CONSTRUCTION
POINT LAYOUT TABLE
POINT
P9
P8
P10
P11
P12
P13
P14
NORTHING
13903716.6854
13903760.7497
13903697.6574
13903695.8655
13903671.9182
13903622.2650
13903601.7386
EASTING
3093915.4586
3093896.7167
3093962.6507
3093914.9470
3093974.3415
3093995.4595
3094046.3605
KEY MAP
(NOT TO SCALE)
O
N
F
I
R
M
C
O
N
F
I R
M
O
N
F
I
R
M
O
N
F
I
R
M
C
O
N
F
I R
M
T
Y
P
T
Y
P
T
Y
P
R
R
R
R
R
R
R
R
R
R
CI705
CI705
CI704
CI704
CI704
CI704
CI703
CI703
CI703
CI703
BENCH, TYP.
5-NICHE HIGH, DOUBLE SIDED
COLUMBARIUM WALL C-21
5-NICHE HIGH, DOUBLE SIDED
COLUMBARIUM WALL C-20
LIGHT-DUTY CONCRETE, TYP.
EXPANSION JOINT, TYP.
CONTROL JOINT, TYP.
END PIER, EXPANSION
JOINTS ALL SIDES ADJACENT
TO CONCRETE, TYP.
INTERMEDIATE PIER,
EXPANSION JOINTS ALL
SIDES ADJACENT TO
CONCRETE, TYP.
P
P8
P9
P10
P11
P12
P13
P14
R
T
Y
P
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
POTENTIAL FUTURE
COLUMBARIUM, TYP.
SIGN, SEE NEW SITE
SIGNAGE PLANS
CI820-CI823, TYP.
DT503
SIGN, SEE NEW
SITE SIGNAGE
PLANS CI820-823,
TYP.
E
J
SEE SITE LAYOUT PLANS
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
P
A
N
E
L
S
T
Y
P
N
E
L
P
N
E
L
S
R
R
R
PROTECT
EXISTING
FLOWER
WATERING
STATION
SIM.
N
E
L
P
P
A
N
E
L
S
T
Y
P
N
E
L
P
F
A
E
R
F
O
U
N
D
A
T
I
O
N
C
O
R
N
E
R
F
O
U
N
D
A
T
I O
N
F
A
E
R
F
O
U
N
D
A
T
I
O
N
F
A
E
R
F
O
U
N
D
A
T
I
O
N
F
A
E
R
F
O
U
N
D
A
T
I
O
N
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
LIMIT OF CONSTRUCTION, TYP.
FLOWER
WATERING
STATION, SEE
CI201, TYP.
BENCH, SEE CI201, TYP.
L-502
L-502
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C S
C
T
E
P
L A
N d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CS402
COLUMBARIUM SITE PLAN
ENLARGEMENT 2
86425 1010 0
Scale: 1" = 10'
MATCH LINE: SEE SHEET CS401 MATCH LINE: SEE SHEET CS401
LEGEND
CONTROL JOINT
POND EDGE
FLOWER WATERING STATION
EXPANSION JOINT
P1
LAYOUT POINT
LIGHT-DUTY CONCRETE
NOTES
1. SEE NOTES ON CS401.
EJ
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
LIMIT OF CONSTRUCTION
POINT LAYOUT TABLE
POINT
P15
P23
P16
P17
P18
P19
P20
P21
P22
P24
P25
P26
P27
P28
P29
P30
NORTHING
13903498.0719
13903396.3163
13903461.5197
13903405.6519
13903369.1200
13903346.2202
13903324.9127
13903273.0832
13903251.7734
13903383.9996
13903369.2398
13903354.2710
13903389.9565
13903382.1301
13903355.9310
13903359.7342
EASTING
3094089.3558
3094101.0905
3094048.4145
3094045.2502
3094004.2908
3094008.1203
3094058.6975
3094079.8026
3094130.3796
3094110.8297
3094113.5431
3094108.8433
3094089.0509
3094079.1853
3094095.3231
3094083.3159
KEY MAP
(NOT TO SCALE)
P
A
N
E
L
S
P
A
N
E
L
S
P
A
N
E
L
S
P
A
N
E
L
S
E Q
P
L A
Z A
EXPANSION JOINTS
FROM CORNERS OF
WALL
NOTE: JOINTING PATTERN
MIRRORED ALONG
CENTER LINE
JOINTS SHALL MEET RADIAL
WALL PERPENDICULAR TO
CENTER
P
A
N
E
L
S
E Q
O
N
F
I
R
M
C
O
N
F
I R
M
O
N
F
I
R
M
O
N
F
I
R
M
O
N
F
I
R
M
.5
.9
' (C
O N
F
IR
M
P
T
Y
P
T
Y
P
R
R
R
R
R
R .0
R
R
R
R
R
R
R
R
R
R
R
R
R
R
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
CI703
CI703
CI705
CI705
CI703
CI703
CI703
CI703
CI703
CI703
CI705
CI705
BENCH, TYP.
LIGHT-DUTY CONCRETE
PAVEMENT, TYP.
5-NICHE HIGH, DOUBLE SIDED
COLUMBARIUM WALL C-18
5-NICHE HIGH, DOUBLE SIDED
COLUMBARIUM WALL C-19
EXPANSION JOINT, TYP.
CONTROL JOINT, TYP.
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
P25
P26
P27
P28
P29
P30
.0
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
SIGN, SEE NEW SITE
SIGNAGE PLANS
CI820-CI823, TYP.
DOUBLE SIDED
MEMORIAL WALL
DOUBLE SIDED
MEMORIAL WALL
SINGLE SIDED MEMORIAL
WALL AND OSSUARY
C
O
N
F
I
R
M
C
O
N
F
I
R
M
T
Y
P
SEAT WALL AND
RAISED PLANTER
CI720
CI720
CI720
SIGN, SEE NEW SITE SIGNAGE
PLANS CI820-CI823, TYP.
DT503
END PIER, EXPANSION
JOINTS ALL SIDES ADJACENT
TO CONCRETE, TYP.
INTERMEDIATE PIER,
EXPANSION JOINTS ALL
SIDES ADJACENT TO
CONCRETE, TYP.
U
N
E
L
S
E
Q
U
A L P
A N
E L S
E
Q U
A L P
A N
E L S
C
O
N
F
I
R
M
C
O
N
F
I
R
M
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E J
E J
E
J
E
J
E
J
E
J
E J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
E
J
R
E
Q U
A L P
A N
E L S
E
Q
U
A
L
P
A
N
E
L S
CI721
R .0
SEE INSET, THIS PAGE,
FOR JOINTING DETAIL
R
R
R
R
R
CI727
N
E
L
P
.0
' P
A N
E L S
T Y
P
N
E
L
P
N
E
L
P
P
A
N
E
L
S
T
Y
P
N
E
L
P
F
A
E
R
F
O
U
N
D
A
T
I
O
N
C O
R N
P
I E
R
F O
U N
D A
T I O
N
F
A
E
R
F
O
U
N
D
A
T
I
O
N
C
O
R
N
E
R
F
O
U
N
D
A
T
I O
N
F
A
E
R
F
O
U
N
D
A
T
I
O
N
EXISTING
CONCRETE WALK
FLOWER WATERING
STATION, TYP.
LIMIT OF CONSTRUCTION, TYP.
FLOWER WATERING
STATION, TYP.
R
R
L-502
L-502
L-502
R
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C S
C
T
E
P
L A
N d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CS403
COLUMBARIUM SITE PLAN
ENLARGEMENT 3
86425 1010 0
Scale: 1" = 10'
LEGEND
CONTROL JOINT
POND EDGE
FLOWER WATERING STATION
EXPANSION JOINT
P1
LAYOUT POINT
LIGHT-DUTY CONCRETE
NOTES
1. SEE NOTES ON CS401.
EJ
Scale: 1"=10'
MEMORIAL WALL PLAZA JOINTING INLAY
LIMIT OF CONSTRUCTION
98.94
99.08
99.08
99.08
99.08
99.08
99.08
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
98.94
EX. 98.91
98.94
98.94
99.08
99.08
99.00
99.00
98.86
99.04
99.00
99.00
98.93
98.86
98.86
98.86
99.04
99.04
99.08
99.04
99.04
98.86
99.01
98.94
98.81
99.08
99.00
99.00
99.08
99.08
99.08
98.91
98.95
99.08
99.00
99.00
AREA DRAIN 'A5'
RIM: 98.86
INV. IN (W): 95.02
INV. IN (N): 96.20
INV. IN (S): 96.20
INV. OUT: 94.92
22 LF 8" HDPE @ 1%
AREA DRAIN 'A4'
RIM: 98.86
INV. IN: 95.36
INV. OUT: 95.26
AREA DRAIN 'A3'
RIM: 98.93
INV. IN: 95.64
INV. OUT: 95.54
16 LF 8" HDPE @ 1%
AREA DRAIN 'A2'
RIM: 98.86
INV. IN: 95.92
INV. OUT: 95.82
23 LF 8" HDPE @ 1%
AREA DRAIN 'A1'
RIM: 98.86
INV. OUT: 96.16
COLUMBARIUM UNDER
DRAIN, TYP.
H
99.04
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
98.94
DRIP-STRIP
CLEAN-OUT, TYP.
CI706
16 LF 8" HDPE @ 1%
34 LF 8" HDPE @ 1%
(2) 6 LF SECTIONS 4" HDPE @ 17%
END PIER
UNDER-DRAIN,
TYP.
CI706
INTERMEDIATE PIER
UNDERDRAIN, TYP.
CI706
98.09
98.53
98.44
98.72
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
SEE DRAWINGS CS101-CS109
PLANS FOR PIPE AND
STRUCTURE INFORMATION, TYP.
ENSURE 2% MAX.
CROSS SLOPE
SEE DRAWINGS CS101-CS109
PLANS FOR PIPE AND
STRUCTURE INFORMATION, TYP.
M
I
N
KEY MAP
(NOT TO SCALE)S
a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C G
C O
L
G
R A
D I N
G d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CG401
COLUMBARIUM GRADING PLAN
ENLARGEMENT 1
86425 1010 0
Scale: 1" = 10'
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR95
STORM PIPE
AREA DRAIN
MATCH LINE: SEE SHEET CG402 MATCH LINE: SEE SHEET CG402
NOTES
DT504
1. SEE DRAWINGS CG103 AND CG106 FOR MORE
GRADING AND DRAINAGE INFORMATION.
2. CLEAN OUTS WILL BE LOCATED ALONG ALL
UNDER DRAINS.
3. EACH WALL HAS A CONSISTENT TOP OF
FOUNDATION AND TOP OF WALL ELEVATION. SEE
ELEVATIONS ON SHEETS CI703 - CI705.
4. ALL WALK CROSS SLOPES TO BE 2% MAX. ;
CONFIRM
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
KEY MAP
(NOT TO SCALE)
98.59
98.59
98.59
98.26
98.42
98.59
98.12
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
98.45
98.52
98.45
98.45
98.71
98.59
98.55
98.37
98.51
98.55
98.45
98.59
98.55
98.37
98.51
98.59
98.51
98.51
98.38
98.27
98.51
98.36
98.37
AREA DRAIN 'A6'
RIM: 98.37
INV. OUT: 95.67
23 LF 8" HDPE @ 1%
AREA DRAIN 'A7'
RIM: 98.37
INV. IN (E): 95.43
INV. IN (N): 95.70
INV. IN (S): 95.70
INV. OUT: 95.33
EXISTING PIPE, TYP.
98.45
98.45
98.45
98.45
98.45
98.45
98.41
98.42
98.45
98.37
98.45
98.33
98.31
98.33
98.28
98.28
98.32
98.12
98.12
98.19
98.22
98.18
98.21
98.45
DRIP-STRIP
CLEAN-OUT, TYP.
CI706
7 LF SECTION 4" HDPE @ 8%
M
I
N
END PIER
UNDER-DRAIN,
TYP.
CI706
INTERMEDIATE PIER
UNDERDRAIN, TYP.
CI706
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
SEE DRAWINGS CS101-CS109
FOR PIPE AND STRUCTURE
INFORMATION, TYP.
M
A
X
96.86
SEE DRAWINGS CS101-CS109
FOR PIPE AND STRUCTURE
INFORMATION, TYP.
M
I
N
M
I
N
M
I
N
M
I
N
7 LF SECTION 4" HDPE @ 13%
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C G
C O
L
G
R A
D I N
G d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CG402
COLUMBARIUM GRADING PLAN
ENLARGEMENT 2
86425 1010 0
Scale: 1" = 10'
MATCH LINE: SEE SHEET CG401 MATCH LINE: SEE SHEET CG401
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR95
STORM PIPE
AREA DRAIN
NOTES
1. SEE NOTES ON CG401.
DT504
AutoCAD SHX Text N
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
KEY MAP
(NOT TO SCALE)
97.21
97.04
96.89
96.81
96.14
95.98
96.14
96.56
96.73
96.93
96.73
96.45
96.93
96.77
96.77
96.60
96.77
96.60
96.93
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
96.34
2%
97.05
5% MAX
2%
96.61
96.87
97.37
96.45
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
MEET EXISTING PAVEMENT
FLUSH; PROVIDE EXPANSION
JOINT BETWEEN NEW AND
EXISTING PAVEMENT, TYP.
EXISTING CONCRETE
WALK, TYP.
EXISTING CONCRETE
WALK, TYP.
EXISTING YARD DRAIN
INV. IN: 93.60
EXISTING INV. OUT: 93.60
TYPE A DRAIN INLET 'DI-2
RIM ELEV: 95.70
INV. OUT: 93.25
TYPE A DRAIN INLET 'DI-3'
RIM ELEV: 95.70
INV. IN: 93.10
INV. OUT: 93.10
TYPE A DRAIN INLET 'DI-4'
RIM: 95.60
INV. IN(N): 92.95
INV. IN:(W): 92.95
INV. OUT: 92.95
TYPE A DRAIN INLET 'DI-5'
RIM ELEV: 95.68
INV. IN: 92.59
INV. OUT: 92.59
TYPE A DRAIN INLET 'DI-6'
RIM ELEV: 95.50
INV. IN(N): 92.29
INV. IN(W - EXIST): ±92.40
INV. OUT: 92.29
TYPE A DRAIN INLET 'DI-9'
RIM ELEV: 95.87
(NE) INV. IN: 93.10
(NW) INV. IN: 93.20
(SW) INV. OUT: 93.00
TYPE A DRAIN INLET 'DI-10'
RIM ELEV: 95.50
(NW) INV. IN: 92.60
INV. OUT: 92.50
TYPE A DRAIN INLET 'DI-11'
RIM ELEV: 96.30
(N) INV. IN: 92.68
(NW) INV. IN: 93.80
INV. OUT: 92.68
TYPE A DRAIN INLET 'DI-8'
RIM ELEV: 95.80
INV. OUT: 94.49
H
D
H
D
96.39
EX. 95.81
EX. 95.76
EX. 95.77
EX. 95.83
EX. 95.81
EX. 95.81
EX. 95.86
EX. 95.76
EX. 95.82
EX. 95.75
EX. 95.78
EX. 95.81
EX. 95.89
EX. 95.80
136 LF 12" HDPE @ 0.5%
TYPE A DRAIN INLET 'DI-7'
RIM ELEV: 95.50
INV. IN: 92.06
INV. OUT: 92.06
TYPE A DRAIN INLET 'DI-12'
RIM ELEV: 96.30
INV. IN(N): 92.32
INV. IN(W): 92.32
INV. OUT: 92.32
TYPE A DRAIN INLET 'DI-13'
RIM ELEV: 95.70
INV. IN (N): 92:09
INV. IN (W): 93.00
INV. OUT: 92.09
9 LF HDPE @ .5%
65 LF 12" HDPE @ 0.5%
H
D
EXISTING PIPE, TYP.
EXISTING PIPE, TYP.
EXISTING PIPE, TYP.
97.07
97.07
96.90
96.90
97.00
96.98
97.00
96.98
96.75
96.75
96.84
96.82
96.82
96.84
96.71
96.70
96.71
96.70
96.67
96.67
96.42
96.42
96.25
96.25
96.00
96.00
96.00
96.00
96.15
96.11
96.15
96.11
96.34
96.31
96.34
96.31
96.00
96.00
96.00
96.00
96.45
96.77
96.60
96.61
12 LF 4" HDPE @ 2%
INSTALL EXTENDABLE
BACKWATER VALVE
INSTALL EXTENDABLE
BACKWATER VALVE
INSTALL EXTENDABLE
BACKWATER VALVE
38 LF 4"
HDPE @ 7%
END PIER
UNDER-DRAIN, TYP.
INTERMEDIATE
PIER UNDERDRAIN,
TYP.
CI706
CI706
27 LF 12" HDPE @ 0.5%
97.22
97.74
96.30
97.72
97.89
97.45
95.80
95.95
95.85
95.20
2%
SEE DRAWINGS CS101-CS109
PLANS FOR PIPE AND
STRUCTURE INFORMATION, TYP.
96.46
96.46
2%
34 LF 4"
HDPE @ 7%
UNDER DRAIN
CLEAN-OUT, TYP.
CI706
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C G
C O
L
G
R A
D I N
G d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CG403
COLUMBARIUM GRADING PLAN
ENLARGEMENT 3
86425 1010 0
Scale: 1" = 10'
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR95
STORM PIPE
TYPE A GRATE INLET
NOTES
1. SEE NOTES ON CG401.
TYPE A DRAIN INLET 'DI-1'
RIM: 97.39
INV. IN: 93.36
INV. OUT: 93.36
DT504
AutoCAD SHX Text N
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
W
A
B
A
A
A
A
A
A
A
A
A
K
A
A
J
A
A
A
A
A
A
A
A
A
A
M
A
M
A
A
A
A
A
A
A L L T
Y P
E N
W
A L L T
Y P
E N
WALL C-18
COLUMNS 1-300
1,500 NICHES
WALL C-19
COLUMNS 1-300
1,500 NICHES
WALL C-20
314 COLUMNS
1,570 NICHES
WALL C-21
178 COLUMNS
890 NICHES
WALL C-22
308 COLUMNS
1,540 NICHES
WALL C-23
200 COLUMNS
1,000 NICHES
MEMORIAL WALL M-3
72 MEMORIAL MARKERS
MEMORIAL WALL M-2
72 MEMORIAL MARKERS
MEMORIAL WALL M-1, AND OSSUARY
96 MEMORIAL MARKERS
KEY MAP
(NOT TO SCALE)S
a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C I
C
U M
B d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CI701
COLUMBARIUM WALL
NUMBERING PLAN
10 20 3030 0
Scale: 1" = 30'
NOTES
1. TYPICAL COLUMBARIUM ELEVATION SEE DETAIL 1 CI702
2. WALL TYPE A - F ELEVATIONS SEE CI703
3. WALL TYPE G - L ELEVATIONS SEE CI704
4. WALL TYPE M - P ELEVATIONS SEE CI705
5. MEMORIAL WALL AND OSSUARY ELEVATIONS SEE CI721
AutoCAD SHX Text
FL ELEV: 95.71'
AutoCAD SHX Text
FL ELEV: 95.71'
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
EM
3 8
6"
2" TYP.
3" 3"
6"
2" TYP.
1 4
V A
R I E
S
B
A S
E D
N
I S
H
G
R A
D E
5'-5"
STANDARD BUFF LIMESTONE
CAP, SMOOTH FINISH ALL
FACES, TYP.
CAST BRONZE
IDENTIFICATION PANEL
1/2" STUCCO FINISH -
COLOR AND TEXTURE -TO
MATCH EXISTING PHASE 4
COLUMBARIA, TYP.
STUCCO INSET PANELING
STUCCO FINISH BEGINS 1"
ABOVE FINISH GRADE, TYP.
4" TYP.
C
L
C-18
CI702
CI709
FINISH GRADE, TYP.
FINISHED GRADE VARIES,
SEE GRADING PLANS
TOP OF PIER FOUNDATION
1" ABOVE FINISHED GRADE
1'-8" 1'-8"
C
L
CI702
T
Y P
6"
2" TYP.
6"
1 4
V A
R I E
S
B
A S
E D
N
I S
H
G
R A
D E
2'-11"
FACE OF FOUNDATION
TO FACE OF FOUNDATION
STANDARD BUFF LIMESTONE CAP,
SMOOTH FINISH ALL FACES, TYP.
1/2" STUCCO FINISH -
COLOR AND TEXTURE -TO
MATCH EXISTING PHASE 4
COLUMBARIA, TYP.
INSET STUCCO
PANEL TO MATCH
EXISTING
COLUMBARIUM
STUCCO FINISH BEGINS 1"
ABOVE FINISH GRADE, TYP.
CI702
CAST BRONZE
IDENTIFICATION PANEL
3 8
1 5
GOVERNMENT PROVIDED,
CONTRACTOR INSTALLED,
GRANITE NICHE COVERS, TYP.
CAST BRONZE COLUMN
NUMBER PLAQUE, MATCH
EXISTING
PRECAST NICHE UNIT
EXPOSED CONCRETE FOUNDATION,
FINISH TO BE NATURAL CAST-IN-PLACE
CONCRETE, DO NOT PAINT
CONTRACTOR PROVIDED AND
INSTALLED ROSETTE, TYP.
CAP SETTING
3/8" SEALANT JOINT WITH BACKER ROD,
TYP. SEE DETAIL 4/CI706 FOR JOINT
BETWEEN PIER AND NICHE UNIT
CI709
STANDARD BUFF
LIMESTONE CAP, TYP.
1'-8"
2" TYP.
FINISHED GRADE VARIES,
SEE GRADING PLANS
TOP OF PIER FOUNDATION
1" ABOVE FINISHED GRADE
TOP OF WALL FOUNDATION
(T.O.F.) VARIES,
SEE ELEVATIONS
V A
R I E
S
M
I N
M
A X
CENTER LINE OF CAP SHALL ALIGN
WITH CENTERLINE OF GAP BETWEEN
NICHE COVERS, EXCEPT AT PIERS.
ALLOWABLE TOLERANCE 1/8", TYP.
V A
R I E
S
S
A
D I N
G
P
L A
N
CI708
CI709
3 8
CI702
B
℄ NICHE COVER
E
D
C
5"
A
5"
CAST BRONZE ROW LETTER
PLAQUE, ALIGN CENTER OF ROW
LETTER W/ MID POINT OF NICHE
COVER
NICHE COVER, TYP.
PIER WITH STUCCO FINISH, TYP.
BEGIN LETTERS AT BOTTOM ROW
TO MATCH EXISTING
CI709
FINISH GRADE, TYP.
3 8
6"
TYP.
2" TYP.
1 4
V A
R I E
S
B
A S
E D
N
I S
H
G
R A
D E
3'-7
" ALONG FACE
STANDARD BUFF LIMESTONE
CAP, SMOOTH FINISH ALL
FACES, TYP.
1/2" STUCCO FINISH
TO MATCH EXISTING
COLUMBARIA, TYP.
INSET STUCCO PANEL
TO MATCH EXISTING
COLUMBARIUM
STUCCO FINISH BEGINS 1"
ABOVE FINISH GRADE, TYP.
4" TYP.
C
L
CI702
FINISH GRADE, TYP.
FINISHED GRADE VARIES,
SEE GRADING PLANS
TOP OF PIER FOUNDATION
1" ABOVE FINISHED GRADE
3'-7
" ALONG FACE
POINT OF DEFLECTION
ELEVATION 'A'
2'-4
6"
TYP.
2" TYP.
CI702
3 8
6"
TYP.
2" TYP.
1 4
V A
R I E
S
B
A S
E D
N
I S
H
G
R A
D E
2'-7"
STANDARD BUFF LIMESTONE
CAP, SMOOTH FINISH ALL
FACES, TYP.
1/2" STUCCO FINISH
TO MATCH EXISTING
COLUMBARIA, TYP.
STUCCO INSET PANELING
STUCCO FINISH BEGINS 1"
ABOVE FINISH GRADE, TYP.
4" TYP.
C
L
CI702
FINISH GRADE, TYP.
FINISHED GRADE VARIES,
SEE GRADING PLANS
TOP OF PIER FOUNDATION
1" ABOVE FINISHED GRADE
ELEVATION 'B'
CI702
4A
CI702
4B
CI702
2"
5 8
1/2" STUCCO
FINISH
CONCRETE
CORE
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C I
C
T d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CI702
COLUMBARIUM
WALL ELEVATIONS 1
Scale: 1"=1'-0"
COLUMBARIUM END PIER ELEVATION
Scale: 1"=1'-0"
COLUMBARIUM END PIER AND TYPICAL COLUMBARIUM ELEVATION
Scale: 1"=1'-0"
COLUMBARIUM ROW NUMBERING DETAIL
Scale: 1"=1'-0"
COLUMBARIUM INTERMEDIATE PIER ELEVATIONS
INTERMEDIATE PIER ELEVATION KEY
Scale: NTS
COLUMBARIUM INSET DETAIL
50'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(50 NICHE COLUMNS)
3'-8
10-NICHE UNIT
(CLOSED/CLOSED)
CI706
CI702
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
3'
(OUTSIDE EDGES
STUCCO)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C19: TOF 97.47
C22: TOF 99.58
C23: TOF 99.58
FOUNDATION
CONTINUES,
TYP.
50'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(50 NICHE COLUMNS)
3'
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
CI706
CI702
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C19: TOF 97.47
C22: TOF 99.58
C23: TOF 99.58
FOUNDATION
CONTINUES,
TYP.
50'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(50 NICHE COLUMNS)
3'
3'-8
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
CI706
CI702
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C18: TOF 96.81
C20: TOF 98.93
C23: TOF 99.58
FOUNDATION
CONTINUES,
TYP.
50'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(50 NICHE COLUMNS)
CI706
3'
10-NICHE UNIT
(CLOSED/CLOSED)
CI706
CI702
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C18: TOF 96.81
C20: TOF 98.93
C23: TOF 99.58
FOUNDATION
CONTINUES,
TYP.
48'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(48 NICHE COLUMNS)
3'-8
CI706
CI706
8-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45
C20: TOF 98.93
FOUNDATION
CONTINUES,
TYP.
FOUNDATION
CONTINUES,
TYP.
48'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(48 NICHE COLUMNS)
3'-8
CI7062
CI706
8-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
10-NICHE UNIT
(CLOSED/CLOSED)
1 5 10 15 20 25 30 35 40 45
C22: TOF 99.58
FOUNDATION
CONTINUES,
TYP.
FOUNDATION
CONTINUES,
TYP.
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C I
C
T d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CI703
COLUMBARIUM
WALL ELEVATIONS 2
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE A' ELEVATION (WALLS C19, C22, & C23)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE B' ELEVATION (WALLS C19, C22, & C23)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE C' ELEVATION (WALLS C18, C20, & C23)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE D' ELEVATION (WALLS C18, C20, & C23)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE E' ELEVATION (WALL C20)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE F' ELEVATION (WALL C22)
NOTE: NORTHERN FACE OF WALL DEPICTED. NICHE UNIT CONFIGURATION ON SOUTH-FACING ELEVATION
TO ALLOW JOINTS BETWEEN NICHE UNITS TO ALIGN WITH THOSE OF NORTH-FACING ELEVATION.
NOTE: EASTERN FACE OF WALL DEPICTED. NICHE UNIT CONFIGURATION ON WEST-FACING ELEVATION TO
ALLOW JOINTS BETWEEN NICHE UNITS TO ALIGN WITH THOSE OF NORTH-FACING ELEVATION.
46'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(46 NICHE COLUMNS)
3'
CI706
CI702
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
8-NICHE UNIT
(CLOSED/CLOSED)
8-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C21: TOF 98.92
FOUNDATION
CONTINUES,
TYP.
46'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(46 NICHE COLUMNS)
3'
3'-8
CI706
CI702
CI706
CI706
8-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
8-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C21: 98.92
FOUNDATION
CONTINUES,
TYP.
56'-11
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (5) 3/8" JOINTS BETWEEN NICHE UNITS)
(56 NICHE COLUMNS)
3'
CI706
CI702
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
8-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
8-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C22: TOF 99.58
FOUNDATION
CONTINUES,
TYP.
56'-11
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (5) 3/8" JOINTS BETWEEN NICHE UNITS)
(56 NICHE COLUMNS)
3'
3'-8
CI706
CI702
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
8-NICHE UNIT
(CLOSED/CLOSED)
8-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C22: TOF 99.58
FOUNDATION
CONTINUES,
TYP.
59'-11
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (5) 3/8" JOINTS BETWEEN NICHE UNITS)
(59 NICHE COLUMNS)
3'
3'-8
CI706
CI702
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C20: TOF 98.93
FOUNDATION
CONTINUES,
TYP.
59'-11
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (5) 3/8" JOINTS BETWEEN NICHE UNITS)
(59 NICHE COLUMNS)
3'
CI706
CI702
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
1 5 10 15 20 25 30 35 40 45 50
C20: TOF 98.93
FOUNDATION
CONTINUES, TYP.
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C I
C
T d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CI704
COLUMBARIUM WALL
ELEVATIONS 3
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE I' ELEVATION (WALL C21)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE J' ELEVATION (WALL C21)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE G' ELEVATION (WALL C22)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE H' ELEVATION (WALL C22)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE K' ELEVATION (WALL C20)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE L' ELEVATION (WALL C20)
50'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(50 NICHE COLUMNS)
3'-8
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
C18: TOF 96.81
FOUNDATION
CONTINUES,
TYP.
FOUNDATION
CONTINUES,
TYP.
50'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(50 NICHE COLUMNS)
3'-8
CI706
CI706
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
10-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
C19: TOF 97.47
FOUNDATION
CONTINUES,
TYP.
FOUNDATION
CONTINUES,
TYP.
43'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(43 NICHE COLUMNS)
3'
3'-8
CI706
CI702
CI706
CI706
9-NICHE UNIT
(CLOSED/CLOSED)
7-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
(OUTSIDE EDGES
STUCCO)
(OUTSIDE EDGES
STUCCO)
C21: TOF 98.92
FOUNDATION
CONTINUES,
TYP.
CI706
3'
CI706
CI702
CI706
9-NICHE UNIT
(CLOSED/CLOSED)
7-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
9-NICHE UNIT
(CLOSED/CLOSED)
43'-9
" (INCLUDES (2) 3/8" JOINTS AT ENDS, AND (4) 3/8" JOINTS BETWEEN NICHE UNITS)
(43 NICHE COLUMNS)
(OUTSIDE EDGES
STUCCO)
C21: TOF 98.92
FOUNDATION
CONTINUES,
TYP.
CI706
DECORATIVE
GRAVEL STRIP
4" DIA. HDPE PIPE,
EMBEDDED IN GRAVEL
EDGE OF CONCRETE
WALK
EDGE OF GRAVEL STRIP
CONTINUING BELOW
CONCRETE WALK
4" DIA. HDPE PIPE, EMBEDDED
IN GRAVEL WRAPPED IN
FILTER FABRIC
UNDERDRAIN CLEAN-OUTS
WHERE SHOWN, SEE
CG401-CG403
EDGE OF CONCRETE PIER CORE
CI706
DECORATIVE
GRAVEL STRIP
4" DIA. HDPE PIPE,
EMBEDDED IN GRAVEL
EDGE OF CONCRETE
WALK
UNDERDRAIN CLEAN-OUTS
WHERE SHOWN, SEE
CG401-CG403
EDGE OF GRAVEL STRIP
CONTINUING BELOW
CONCRETE WALK
4" DIA. HDPE PIPE,
EMBEDDED IN GRAVEL
WRAPPED IN FILTER
FABRIC
EDGE OF CONCRETE
PIER CORE
1'
1'-1" 7
CI706
CI706
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C I
C
T d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CI705
COLUMBARIUM WALL
ELEVATIONS 4
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE M' ELEVATION (WALL C18)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE N' ELEVATION (WALL C19)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE O' ELEVATION (WALL C21)
Scale: 1/4"=1'-0"
COLUMBARIUM WALL 'TYPE P' ELEVATION (WALL C21)
Scale: 3/4"=1'-0"
COLUMBARIUM END PIER UNDERDRAIN PLAN
Scale: 3/4"=1'-0"
COLUMBARIUM INTERMEDIATE PIER UNDERDRAIN PLAN
V A
R I E
S
B
A S
E D
N
I S
H
G
R A
D E
1/2" X 5" S.S. PINS; INSTALL
NON-SHRINK-GROUT INTO TOP WEB
AND LOOSE FIT INTO CAP, (2) PINS
PER CAP, TYP.
RECESSED WELD PLATE, TYP.
REINFORCED CONCRETE PIER
WALL, FOUNDATION, AND FOOTING;
SEE STRUCTURAL DRAWINGS, TYP.
1/2" STUCCO FINISH - COLOR AND
TEXTURE -TO MATCH EXISTING
PHASE 4 COLUMBARIA, TYP.
RECESSED STUCCO PANEL TO
MATCH EXISTING COLUMBARIA,
TYP.
END STUCCO FINISH 1" ABOVE
GRADE
1/2" EXPANSION JOINT, TYP.
LAYOUT POINT, SEE COLUMBARIUM LAYOUT PLANS
2'-8
" 2'-8
CI707
STANDARD BUFF LIMESTONE
CAP, SMOOTH FINISH ALL
FACES, TYP.
CI706
CONCRETE FOUNDATION &
FOOTING, SEE STRUCTURAL
DRAWINGS, TYP.
CI702
1/2" X 5" S.S. PINS; INSTALL
NON-SHRINK-GROUT INTO TOP WEB
AND LOOSE FIT INTO CAP, (2) PINS
PER CAP, TYP.
REINFORCED CONCRETE PIER
WALL, FOUNDATION, AND FOOTING;
SEE STRUCTURAL DRAWINGS, TYP.
1/2" STUCCO FINISH - COLOR AND
TEXTURE -TO MATCH EXISTING
PHASE 4 COLUMBARIA, TYP.
RECESSED STUCCO PANEL TO
MATCH EXISTING COLUMBARIA,
TYP.
END STUCCO FINISH 1" ABOVE
GRADE
1/2" EXPANSION JOINT, TYP.
WEEP 24" O.C., SLOPE TO DRAIN,
TYP.
4"
5 8
V A
R I E
S
B
A S
E D
N
I S
H
G
R A
D E
LAYOUT POINT, SEE COLUMBARIUM LAYOUT PLANS
VARIES, SEE PLAN DETAIL
STANDARD BUFF LIMESTONE
CAP, SMOOTH FINISH ALL
FACES, TYP.
CI706
CONTINUOUS DRIP SLOT, TYP.
CAVITY
CONCRETE FOUNDATION &
FOOTING, SEE STRUCTURAL
DRAWINGS, TYP.
3 8
PROVIDE POSITIVE
DRAINAGE AWAY
FROM CENTER, TYP.
CI702
REINFORCED CONCRETE
PIER WALL, FOUNDATION,
AND FOOTING; SEE
STRUCTURAL DRAWINGS,
TYP.
1/2" STUCCO FINISH -
COLOR AND TEXTURE -TO
MATCH EXISTING PHASE 4
COLUMBARIA, TYP.
CAP ABOVE, TYP.
2'-8
90.00°
TYP.
5-NICHE HIGH WALL
CI707
RECESSED WELD
PLATES, TYP.
2'-8
LAYOUT POINT, SEE COLUMBARIUM
LAYOUT PLANS℄
1 2
1 2
3/8" JOINT BETWEEN
PRECAST & BLOCKOUT W/
BACKER ROD & SEALANT
1 2
BLOCKOUT FOR
STUCCO FINISH AT
NICHE UNIT, TYP.
RECESS IN CONCRETE
BELOW, TYP.
90.00°
T
Y
P
2'-7"
1/2" STUCCO FINISH - COLOR AND
TEXTURE -TO MATCH EXISTING
PHASE 4 COLUMBARIA, TYP.
CAP ABOVE, TYP.
P
5-NICHE HIGH WALL
CI707
RECESSED WELD
PLATES, TYP.
REINFORCED CONCRETE PIER
WALL, FOUNDATION, AND FOOTING;
SEE STRUCTURAL DRAWINGS, TYP.
° 1
T
Y
P
LAYOUT POINT, SEE COLUMBARIUM
LAYOUT PLANS
3/8" JOINT BETWEEN
PRECAST & BLOCKOUT W/
BACKER ROD & SEALANT
90.00°
± 135.00°
B
L
O
C
K
O
R
S
T
U
C
N
I
N
I
C
I
P
RECESS IN CONCRETE BELOW, TYP.
3'-8
(TOLERANCE +0"/-1/8")
3 8
M
I N
M
A X
3'-4"1'-1" 1'-1"
1'-8" TYP.
4" TYP.
" TYP.
STANDARD BUFF LIMESTONE CAP,
SMOOTH FINISH ALL FACES, TYP.
1/2" X 5" S.S. PINS; INSTALL
NON-SHRINK-GROUT INTO TOP WEB
AND LOOSE FIT INTO CAP, (2) PINS
PER CAP, TYP.
(2) PRECAST CONCRETE NICHE
UNITS SET BACK TO BACK, TYP.
7" X 1/2" S.S. ANCHOR BOLT.
RECESSED BELOW FLOOR, SEAL
WITH GROUT
DECORATIVE GRAVEL STRIP
REINFORCED CONCRETE
FOUNDATION & FOOTING,
SEE STRUCTURAL
DRAWINGS, TYP.
EPDM MEMBRANE OVER ENTIRE
PRECAST NICHE WALL
FINISH GRADE, TYP.
CI707
CI706
5"
1'-1"
NICHE COVER, TYP.
6" MIN. DEPTH RIVER STONE TO
MATCH EXISTING PHASE 4
COLUMBARIUM, TYP.; 1/2" MAX.
BELOW FINISHED GRADE
COMPACTED SUBGRADE
WASHED #57 STONE
WRAPPED WITH FILTER
FABRIC
4" HDPE 360° PERFORATED
PIPE WRAPPED IN FILTER
FABRIC (NON-WOVEN
4OZ-140N MIRAFI); SEE
DRAINAGE PLANS FOR
CONNECTIONS TO
DRAINAGE SYSTEM
PRE-CAST CONCRETE
COLUMBARIUM NICHE
CONCRETE SIDEWALK, TYP.
1 2
M
I N
1 2
5"
1'-1"
NICHE COVER, TYP.
6" MIN. DEPTH RIVER STONE, TYP.;
1/2" MAX. BELOW FINISHED GRADE
COMPACTED SUBGRADE
WASHED #57 STONE WRAPPED
WITH FILTER FABRIC
4" HDPE 360° PERFORATED PIPE
WRAPPED IN FILTER FABRIC
(NON-WOVEN 4OZ-140N MIRAFI); SEE
DRAINAGE PLANS FOR CONNECTIONS
TO DRAINAGE SYSTEM
PRE-CAST CONCRETE
COLUMBARIUM NICHE
CONCRETE SIDEWALK, TYP.
RECESSED CLEANOUT
W/PLUG; SEE DRAINAGE
PLANS FOR LOCATIONS;
PROVIDE LONG SWEEP
CONNECTIONS TO
UNDERDRAIN PIPE
M
I N
S a t
A
M
F i m
P r o j
H o u s t o n
N a t i o n a l
C e m e t e r y
P h
V A
C F
M I D
I Q
N A
T C
E M
C A
D
C I
C
T d w g
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
HARRIS COUNTY, TEXAS
851PC2048
FEBRUARY 7, 2020 JGS JEB
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 215
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
HOUSTON NATIONAL CEMETERY
PHASE 5 DEVELOPMENTThe LA Group
(518) 587-8100 Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032 AES Group
(303) 841-3922 Gilpin Engineering
(512) 220-8100 Komatsu Inc.
(817) 587-8100
ECS Southwest, LLP 713-955-1980
GIS, Inc.
(205) 941-0442 02/07/2020
CI706
COLUMBARIUM WALL
DETAILS 1
Scale: 1"=1'-0"
COLUMBARIUM END PIER SECTION
Scale: 1"=1'-0"
COLUMBARIUM INTERMEDIATE PIER SECTION
Scale: 1"=1'-0"
COLUMBARIUM END PIER PLAN
Scale: 1"=1'-0"
COLUMBARIUM INTERMEDIATE PIER PLAN
Scale: 1"=1'-0"
5-NICHE HIGHT COLUMBARIUM DOUBLE-SIDED WALL SECTION
Scale: 1 1/2"=1'-0"
COLUMBARIUM DECORATIVE GRAVEL STRIP
Scale: 1 1/2"=1'-0"
COLUMBARIUM UNDERDRAIN CLEANOUT
| Sheets and Views |
| 01 COVER SHEET |
| 02 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS |
| 03 OVERALL EXISTING CONDITIONS PLAN |
| 04 OVERALL SITE DEVELOPMENT PLAN |
| 05 OVERALL SITE DEVELOPMENT PLAN - ADD ALTERNATES |
| 06 CONSTRUCTION SEQUENCING PLAN |
| 07 MAINTENANCE OF TRAFFIC PLAN |
| 08 SUBSURFACE BORING LOCATION PLAN |
| 09 BORING LOGS |
| 10 BORING LOGS |
| 11 BORING LOGS |
| 12 OVERALL SITE DEMOLITION PLAN |
| 13 SITE DEMOLITION PLAN |
| 14 SITE DEMOLITION PLAN |
| 15 SITE DEMOLITION PLAN - ADD ALTERNATE |
| 16 TEMPORARY CONSTRUCTION FENCING PLAN AREA 1 |
| 17 TEMPORARY CONSTRUCTION FENCING PLAN AREA 2 |
| 18 EROSION AND SEDIMENT CONTROL PLAN AREA 1 |
| 19 EROSION AND SEDIMENT CONTROL PLAN AREA 2 |
| 20 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS |
| 21 OVERALL SITE KEY MAP |
| 22 SITE LAYOUT AND UTILITY PLAN AREA 1 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .