05_61-75_851PC2048_HNC_BD_Plans.pdf
PDF 22 MB Posted
- Solicitation number
- 36C10F20R0055
About this file
This solicitation is for a construction project to expand Houston National Cemetery. The project includes constructing additional gravesites, cemetery improvements, and developing approximately 50 acres of land. Specifically, it will provide approximately 14,000 preplaced crypt full casket gravesites, 350 oversize pre-placed crypt casket gravesites, 2,000 traditional in-ground cremains sites, and 8,000 columbarium niches. It will also include a 300-gravesite Hybrid Natural (Green) Burial Memorial Wall and Ossuary, new entrance, roads, parking, utilities, signage, and site furnishings. Work must be completed within 730 calendar days of receiving 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 with a proposal due date of August 10, 2020 by 12:00 PM Eastern Time.
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4" HDPE
4"
HDPE
4" HDPE
4" HDPE
RIM = 96.9'
INV IN = 93.68'
INV OUT = 93.58'
RIM = 96.9'
INV OUT = 94.4'
EX DROP INLET
RIM = 96.21'
INV IN = 92.8'
EX 18 RCP INV OUT (S) = 92.8'
RIM = 96.9'
INV OUT = 94.4'
RIM = 96.9'
INV IN = 94.10'
INV OUT = 94.0'
4" HDPE
4" H
DP
E
4" HDPE
4" HDPE
4" HDPE
4" H
DP
E
4" HDPE
4" HDPE
4" HDPE
4"
HDPE
4" HDPE
4" HDPE
RIM = 97.6'
INV OUT = 94.9'
4" HDPE
RIM = 97.6'
INV IN = 94.6'
INV OUT = 94.5'
RIM = 97.6'
INV IN = 94.2'
INV OUT = 94.1
4" H
DP
E
4" HDPE
RIM = 97.6'
INV OUT = 94.9'
OUTFALL
INV OUT = 93.0'
4" HDPE
RIM = 95.7'
INV = 93.7'
RIM = 95.7'
INV IN = 93.4'
INV OUT= 93.1
RIM = 95.6'
INV IN = 92.8'
RIM = 95.7'
INV = 93.7'
4" HDPE
4" H
DP
E
4" HDPE
4" HDPE
OUTFALL = 90.96'
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
COMMITTAL SHELTER CONCRETE
REPAIR 2
CT105
KEY MAP
(NOT TO SCALE)
SCALE: 1"=10'
COMMITTAL SHELTER B CONCRETE REPLACEMENT
SCALE: 1"=10'
COMMITTAL SHELTER C CONCRETE REPLACEMENT
SCALE: 1"=10'
COMMITTAL SHELTER A CONCRETE REPLACEMENT
ADA COMPLIANCE NOTE:
CONTRACTOR SHALL ENSURE ALL CURB RAMPS AND WALKWAYS ARE
COMPLIANT WITH CURRENT ADA REQUIREMENTS. CURB RAMPS ARE
NOT TO EXCEED A LONGITUDINAL SLOPE OF 8.33%. WALKWAYS ARE
NOT TO EXCEED A LONGITUDINAL SLOPE OF 5%. ALL CROSS SLOPES
ARE NOT TO EXCEED 2%. 5' X 5' LANDINGS TO BE PROVIDED AT THE TOP
OF ALL CURB RAMPS AND ARE NOT TO EXCEED A 2% SLOPE IN ANY
DIRECTION.
NOTE:
1. CONTRACTOR TO PATCH TO FULL DEPTH OF THE EXISTING
ASPHALT PAVEMENT SECTION FOR ANY PAVEMENT REMOVED
FOR INSTALLATION ANY PAVEMENT REMOVED FOR INSTALLATION
OF NEW CURB AND GUTTER.
GRAPHIC LEGEND:
EXISTING ADA SLOPE COMPLIANT RAMPS:
EXISTING CONCRETE SLAB TO BE REMOVED
AND REPLACED WITH NEW CONCRETE SLAB
W/ TACTILE WARNING SURFACE
EXISTING ADA NON-SLOPE COMPLIANT RAMPS:
EXISTING CONCRETE RAMP AND LANDING TO
BE REMOVED AND A NEW CONCRETE RAMP
WITH LANDING TO BE INSTALLED W/ TACTILE
WARNING SURFACE
CONTRACTOR TO WARP GUTTER PAN ALONG RAMP
FRONTAGE TO NOT EXCEED A 5% SLOPE
PAVEMENT REPAIR NOTES
PAVEMENT ADJACENT TO CURB
REPAIR/REPLACEMENT SHALL BE PATCHED
AutoCAD SHX Text
G=97.08'±MATCH EX.
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AutoCAD SHX Text G=96.93'
AutoCAD SHX Text G=96.96'
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90.90' FL 15" CPP
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15" CPP
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CURB INLET 96.81' TOP 91.32' (S) FL 15" CPP 91.34' (N) FL 12" CPP
AutoCAD SHX Text
DROP INLET RIM ELEVATION 96.21' 92.8' OUT (S) FL 18" R.C.P.
AutoCAD SHX Text
G=97.9'±MATCH EX.
AutoCAD SHX Text G=97.81'
AutoCAD SHX Text
G=97.9'±MATCH EX.
AutoCAD SHX Text G=97.81'
AutoCAD SHX Text G=97.75'
AutoCAD SHX Text G=97.75'
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G=97.4'±MATCH EX.
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G=97.8'±MATCH EX.
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G=97.49'±MATCH EX.
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DT503
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G=97.3'±MATCH EX.
AutoCAD SHX Text 1.5%
AutoCAD SHX Text 2.2%
AutoCAD SHX Text G=97.4'
AutoCAD SHX Text 1.8%
AutoCAD SHX Text G=97.41'
AutoCAD SHX Text G=97.41'
AutoCAD SHX Text G=97.24'
AutoCAD SHX Text G=97.24'
AutoCAD SHX Text
G=97.1'±MATCH EX.
AutoCAD SHX Text G=97.21'
AutoCAD SHX Text 1.4%
AutoCAD SHX Text
G=97.4'±MATCH EX.
AutoCAD SHX Text 6.5%
AutoCAD SHX Text G=97.21'
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G=97.9'±MATCH EX.
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G=97.9'±MATCH EX.
AutoCAD SHX Text G=97.78'
AutoCAD SHX Text G=97.75'
AutoCAD SHX Text G=97.81'
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AutoCAD SHX Text G=97.78'
AutoCAD SHX Text 1.8%
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DT503
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AutoCAD SHX Text 4%
AutoCAD SHX Text ±10.3%
AutoCAD SHX Text 1.8%
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BC=93.8±MATCH EX.
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G=93.6±MATCH EX.
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G=94.0±MATCH EX.
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G=94.2±MATCH EX.
AutoCAD SHX Text
G=95.9±MATCH EX.
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G=95.9±MATCH EX.
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G=95.9±MATCH EX.
AutoCAD SHX Text G=95.8
AutoCAD SHX Text G=95.80'
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G=95.8'±MATCH EX.
AutoCAD SHX Text G=95.8'
AutoCAD SHX Text G=94.30
AutoCAD SHX Text G=94.40'
AutoCAD SHX Text G=94.09'
AutoCAD SHX Text G=93.90
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APPROX. LOC. OF EX. SIDEWALK JOINT
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DT503
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DT503
AutoCAD SHX Text G=93.80'
AutoCAD SHX Text G=94.63'
AutoCAD SHX Text
G=94.43'±MATCH EX.
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G=94.37'±MATCH EX.
AutoCAD SHX Text 3.9%
AutoCAD SHX Text 0.5%
AutoCAD SHX Text 1.8%
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
G=94.5'±MATCH EX.
AutoCAD SHX Text
G=94.6'±MATCH EX.
AutoCAD SHX Text G=94.52'
AutoCAD SHX Text G=94.62'
AutoCAD SHX Text G=94.73'
AutoCAD SHX Text 1.8%
AutoCAD SHX Text
G=95.93'±MATCH EX.
AutoCAD SHX Text
G=95.90'±MATCH EX.
AutoCAD SHX Text
G=95.11'±MATCH EX.
AutoCAD SHX Text G=94.73'
AutoCAD SHX Text G=94.62'±
AutoCAD SHX Text 1.8%
AutoCAD SHX Text
G=93.87±MATCH EX.
AutoCAD SHX Text G=93.98'
AutoCAD SHX Text
G=93.69±MATCH EX.
AutoCAD SHX Text G=95.8
AutoCAD SHX Text G=95.8
AutoCAD SHX Text 2.2%
AutoCAD SHX Text G=95.3'
AutoCAD SHX Text G=95.4'
AutoCAD SHX Text
G=93.61'±MATCH EX.
AutoCAD SHX Text G=93.7'
AutoCAD SHX Text 3.4%
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G=95.9±MATCH EX.
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G=95.9±MATCH EX.
AutoCAD SHX Text G=95.78'
AutoCAD SHX Text G=95.79'
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G=93.7'±MATCH EX.
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G=93.9'±MATCH EX.
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G=93.59'±MATCH EX.
AutoCAD SHX Text G=93.6'
AutoCAD SHX Text 1.8%
AutoCAD SHX Text 4.8%
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BC=94.06'±MATCH EX.
AutoCAD SHX Text
G=94.2'±MATCH EX.
AutoCAD SHX Text 3.3%
AutoCAD SHX Text 1.5%
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AutoCAD SHX Text 1.5%
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BC=94.1±MATCH EX.
AutoCAD SHX Text
TC=94.07±MATCH EX.
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G=94.2'±MATCH EX.
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GRAPHICAL SCALE: 1" = 200'
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AutoCAD SHX Text N
AutoCAD SHX Text E
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SEE
SHEET CT112
SEE
SHEET CT113
SEE
SHEETS CT111
AND CT113
SEE
SHEET
CT114
SEE
SHEET CT113
SEE
SHEET
CT111
VETERANS MEMORIAL DRIVE
OAK ST
WOODLAWN
PI
NE
S T
MILITARY
BLVD
THOMAS CIRCLE
FREEDOM STREET
PATRIOT DRIVE
VETERANS CIRCLE
MEMORIAL DR
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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
OVERALL PAVEMENT KEY MAP
& CURB JOINT REPAIR PLAN
CT001
EXISTING JOINT REPAIR/
REPLACEMENT NOTE
CONTRACTOR TO REPAIR AND REPLACE ALL
EXISTING CURB AND GUTTER EXPANSION JOINTS
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STD HW INV.=95.00
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70' EXISTING HCFCD DRAINAGE EASEMENT VOL. 7245 PG. 369 H.C.C.F. NO. C733206
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36' EXISTING PUBLIC DRAINAGE EASEMENT VOL. 232 PG. 11 H.C.C.F. NO. E639188
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64' EXISTING HCFCD DRAINAGE EASEMENT VOL. 7245 PG 369 H.C.C.F. NO. C733206
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AutoCAD SHX Text 64' EXISTING HCFCD DRAINAGE EASEMENT VOL. 7245 PG 369 H.C.C.F. NO. C7332067245 PG 369 H.C.C.F. NO. C733206
AutoCAD SHX Text 40' EXISTING HCFCD DRAINAGE EASEMENT VOL. 3580 PG 454 H.C.C.F. NO. 52112A3580 PG 454 H.C.C.F. NO. 52112A
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HCFCD UNIT NO. P118-31-02
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60' EXISTING PUBLIC DRAINAGE EASEMENT VOL 686 PG 580 H.C.C.F. NO. RP-2018-465141
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EXISTING STORM SEWER OUTFALL HC PROJECT# 2008130
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90.90' FL 15" CPP
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15" CPP
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CURB INLET 96.81' TOP 91.32' (S) FL 15" CPP 91.34' (N) FL 12" CPP
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DROP INLET RIM ELEVATION 96.21' 92.8' OUT (S) FL 18" R.C.P.
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GRAPHICAL SCALE: 1" = 200'
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PI
NE
S T
WOODLAWN ST
VETERANS CIRCLE
FREEDOM STREET
601.06'
.35
6.2
7'
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639.46'
209.09'
131.26'
262.74'
MEMORIAL DR
PATRIOT DRIVE 375.21'
131.4'
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
PAVEMENT REPAIR AND
REPLACEMENT PLAN 1
CT111
KEY MAP
(NOT TO SCALE)
GRAPHIC LEGEND:
LIMITS OF PAVEMENT
REPAIR/REPLACEMENT
FULL DEPTH PAVEMENT
RECONSTRUCTION
MILL AND OVERLAY
WOODLAWN STREET FULL DEPTH PAVEMENT RECONSTRUCTION
OAK STREET + WOODLAWN STREET MILL AND OVERLAY
INTERSECTION OF MEMORIAL DRIVE AND PATRIOT DRIVE MILL AND OVERLAY
NOTE: CONTRACTOR TO IDENTIFY ANY CRACKING WITHIN EXISTING PAVED
ROADWAYS. ANY CRACKING EXCEEDING 5 FEET IN LENGTH TO BE SEALED.
1 EXISTING CURB INLETS TO REMAIN
KEY NOTE LEGEND:
KEY NO. DESCRIPTION DETAIL/PG
2 TIE NEW CURB INTO EXISTING CURB
INLETS
AutoCAD SHX Text SD GRATE INLET INV. IN ELEV (N): 86.67' INV. OUT ELEV (S): 86.65'OUT ELEV (S): 86.65'
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SD CURB INLET INV. OUT ELEV (NW): 88.59'OUT ELEV (NW): 88.59'
AutoCAD SHX Text SD CURB INLET INV. IN ELEV (SE): 88.51' IN ELEV (SE): 88.51' INV. OUT ELEV (NW): 88.47'
AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 92.56' INV. IN ELEV (NE): 86.11' INV. IN ELEV (N): 87.98' INV. IN ELEV (SE): 88.03' INV. OUT ELEV (S): 86.47'
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AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 93.15' INV. IN ELEV (NE): 86.90' INV. IN ELEV (N): 88.20' INV. IN ELEV (SE): 88.29' INV. OUT ELEV (SW): 86.86'
AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 93.57' INV. IN ELEV (NE): 87.12' INV. IN ELEV (N): 87.39' INV. OUT ELEV (SW): 87.08'
AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 94.80' INV. IN ELEV (NE): 88.20' INV. IN ELEV (SW): 88.27' INV. OUT ELEV (NW): 88.00'
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SD CURB INLET INV. OUT ELEV (NW): 88.84'OUT ELEV (NW): 88.84'
AutoCAD SHX Text SD CURB INLET INV. IN ELEV (SE): 88.57' IN ELEV (SE): 88.57' INV. OUT ELEV (NW): 88.55'
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SD GRATE INLET INV. OUT ELEV (S): 88.33'OUT ELEV (S): 88.33'
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SD GRATE INLET INV. OUT ELEV (S): 88.44'OUT ELEV (S): 88.44'
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42" HDPE PIPE
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SD GRATE INLET INV. OUT ELEV (S): 88.70'OUT ELEV (S): 88.70'
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SD CURB INLET INV. OUT ELEV (NW): 88.75'OUT ELEV (NW): 88.75'
AutoCAD SHX Text SD CURB INLET INV. IN ELEV (SE): 88.61' IN ELEV (SE): 88.61' INV. OUT ELEV (NE): 88.44'
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INV. 96.69
INV. 95.21
INV. 96.76
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INV. 95.70
INV. 95.62
INV. 96.60
EX. STM
(NOT FIELD VERIFIED)
EX. STM
(NOT FIELD
VERIFIED)
73.00' 8" PERF.
HDPE @1.00%
90.00' 8" PERF.
HDPE @1.00%
49.31' 8" PERF.
HDPE @1.00%
7.55' 10"
HDPE @1.00%
66.00' 8" PERF.
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INV. 95.94
85.00' 8" PERF.
HDPE @1.00%
85.00' 10" PERF.
HDPE @1.00%
29.89' 10" PERF.
HDPE @1.00%
79.84' 8" PERF.
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INV. 95.06
INV. 95.91
45° BEND
69.52' 12"
HDPE @1.00%
INV. 94.06
EX. STM
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VERIFIED)
INV. 94.76
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
PAVEMENT REPAIR AND
REPLACEMENT PLAN 2
CT112
KEY MAP
(NOT TO SCALE)
NOT TO SCALE
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CLOSEST JOINT
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REPLACE ENTIRE LENGTH
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90.90' FL 15" CPP
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15" CPP
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CURB INLET 96.81' TOP 91.32' (S) FL 15" CPP 91.34' (N) FL 12" CPP
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DROP INLET RIM ELEVATION 96.21' 92.8' OUT (S) FL 18" R.C.P.
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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
PAVEMENT REPAIR AND
REPLACEMENT PLAN 3
CT113
KEY MAP
(NOT TO SCALE)
NOT TO SCALE
CURB AND GUTTER REPLACMENT
JOINT
JOINT
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SD MANHOLE/CURB INLET TOP RIM ELEV: 93.58' INV. OUT ELEV (E): 89.81'
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SD GRATE INLET TOP RIM ELEV: 93.30' INV. OUT ELEV (NE): 90.95'
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SD 18" HDPE FL ELEV: 90.69'
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SD 24" HDPE FL ELEV: 90.54'
AutoCAD SHX Text SD MANHOLE TOP RIM ELEV: 94.18' INV. IN ELEV (NE): 87.81' INV. IN ELEV (N): 87.87' INV. OUT ELEV (SW): 87.70'
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SD GRATE INLET INV. OUT ELEV (NE): 92.42'OUT ELEV (NE): 92.42'
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SD 12" HDPE FL ELEV: 91.99'
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DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
INV. 96.69
INV. 95.21
INV. 96.76
INV. 96.60
INV. 95.11
INV. 96.60
INV. 95.70
INV. 95.62
INV. 96.60
EX. STM
(NOT FIELD VERIFIED)
EX. STM
(NOT FIELD
VERIFIED)
73.00' 8" PERF.
HDPE @1.00%
90.00' 8" PERF.
HDPE @1.00%
49.31' 8" PERF.
HDPE @1.00%
7.55' 10"
HDPE @1.00%
66.00' 8" PERF.
HDPE @1.00%
INV. 95.94
85.00' 8" PERF.
HDPE @1.00%
85.00' 10" PERF.
HDPE @1.00%
29.89' 10" PERF.
HDPE @1.00%
79.84' 8" PERF.
HDPE @2.30%
INV. 95.06
INV. 95.91
45° BEND
69.52' 12"
HDPE @1.00%
INV. 94.06
EX. STM
(NOT FIELD
VERIFIED)
INV. 94.76
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
PAVEMENT REPAIR AND
REPLACEMENT PLAN 4
CT114
KEY MAP
(NOT TO SCALE)
NOT TO SCALE
HEMICYCLE DOWNSPOUT REPAIR
REPLACE CONCRETE
TO ENSURE POSITIVE DRAINGE
EXISTING COLUMN
EXISTING CONCRETE
GRAPHIC LEGEND:
JOINT REPLACEMENT
AREA
1 INSTALL HEMICYCLE DOWNSPOUT REPAIR
KEY NOTE LEGEND:
KEY NO. DESCRIPTION DETAIL/PG
ALL CONCRETE EXPANSION JOINTS TO
BE REPAIRED THROUGHOUT HEMICYCLE
OUTDOOR AREA
3 CURTAIN DRAIN
NOT TO SCALE
CURTAIN DRAIN DETAIL
CAULK INTERFACE
BETWEEN FRONT OF
NEW SPLASH BLOCK &
CONCRETE PAVEMENT
NOT TO SCALE
SPLASH BLOCK DETAIL
4 SPLASH BLOCK
PLAN VIEW
FRONT ELEVATION
SIDE ELEVATION
ISOMETRIC VIEW
NOTE: SPLASH BLOCK MATERIAL SHALL BE EXPOSED AGGREGATE CONCRETE
TO MATCH THE SURROUNDING HEMICYCLE CONCRETE PAVEMENT AND COLUMN.
REFER TO SPECIFICATION SECTION 04 41 50.
CAULK INTERFACE
BETWEEN FRONT OF
NEW SPLASH BLOCK &
CONCRETE PAVEMENT
EXISTING
COLUMN
INTSTALL DOWNSPOUT
NOZZLE OVER EXISTING
DOWNSPOUT
*SPLASH BLOCK LENGTH, WIDTH, AND HEIGHT MAY VARY. SPLASH BLOCK TO
EXTEND TO BE FLUSH WITH THE EXTERIOR HEMICYCLE PERIMETER WALL.
WIDTH SHALL MATCH THE WIDTH OF THE EXISTING COLUMN TOP OF SPLASH
BLOCK TO BE FLUSH WITH THE INVERT OF THE ROOF DRAIN OUTFALL WITHIN
THE EXISTING COLUMN TO ENSURE THE EXISTING OUTFALL IS NOT BLOCKED.
FRONT OF SPLASH BLOCK SHALL BE
FLUSH WITH THE EXTERIOR OF THE
PERIMETER HEMICYCLE WALLS
4.74%
5 DOWNSPOUT NOZZLE
NOT TO SCALE
DOWNSPOUT NOZZLE DETAIL
NOTE: EXISTING DOWNSPOUT OPENINGS MAY VARY.
THE CONTRACTOR SHALL BASE THE SIZE OF THE
DOWNSPOUT NOZZLE ON THE SIZE OF THE EXISTING
DOWNSPOUT OPENING AT EACH COLUMN.
CONTRACTOR SHALL UTILIZE A DOWNSPOUT NOZZLE
THAT MEETS THESE SPECIFICATIONS OR AN
APPROVED EQUIVALENT.
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
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
AutoCAD SHX Text
EM
AutoCAD SHX Text
GRAPHICAL SCALE: 1" = 20'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CT114
AutoCAD SHX Text
AutoCAD SHX Text
CT114
AutoCAD SHX Text 2%
AutoCAD SHX Text FLEXIBLE CORRUGATED HDPE PERFORATED PIPE (HOLES DOWN) SURROUNDED BY DRAINAGE FILL AND GEOTEXTILE
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
GEOTEXTILE BETWEEN SUBGRADE AND DRAINAGE FILLE
AutoCAD SHX Text
DRAINAGE STONE
AutoCAD SHX Text
4" DEPTH RIVER STONE
AutoCAD SHX Text
AutoCAD SHX Text
CT114
AutoCAD SHX Text
AutoCAD SHX Text
CT114
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
CT114
AutoCAD SHX Text
AutoCAD SHX Text
CT114
AutoCAD SHX Text
AutoCAD SHX Text
CT114
AutoCAD SHX Text
CT114
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
NEW ROAD CENTERLINE PROFILES
- ENTRANCE AND MEMORIAL DRIVE
CT200
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text
EX. GRADE @ CENTERLINE
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text 98.9
AutoCAD SHX Text 98.8
AutoCAD SHX Text 98.6
AutoCAD SHX Text 98.41
AutoCAD SHX Text 98.2
AutoCAD SHX Text 98.16
AutoCAD SHX Text 97.6
AutoCAD SHX Text 97.91
AutoCAD SHX Text 96.6
AutoCAD SHX Text 97.66
AutoCAD SHX Text 94.0
AutoCAD SHX Text 97.41
AutoCAD SHX Text 95.5
AutoCAD SHX Text 97.16
AutoCAD SHX Text 96.0
AutoCAD SHX Text 96.91
AutoCAD SHX Text 96.0
AutoCAD SHX Text 96.66
AutoCAD SHX Text 96.1
AutoCAD SHX Text 96.41
AutoCAD SHX Text 96.3
AutoCAD SHX Text 96.16
AutoCAD SHX Text 96.6
AutoCAD SHX Text 95.91
AutoCAD SHX Text 96.7
AutoCAD SHX Text 95.66
AutoCAD SHX Text 97.2
AutoCAD SHX Text 95.40
AutoCAD SHX Text 97.6
AutoCAD SHX Text 95.22
AutoCAD SHX Text 97.6
AutoCAD SHX Text 95.15
AutoCAD SHX Text 98.0
AutoCAD SHX Text 95.22
AutoCAD SHX Text 98.3
AutoCAD SHX Text 95.40
AutoCAD SHX Text 98.5
AutoCAD SHX Text 95.65
AutoCAD SHX Text 98.8
AutoCAD SHX Text 95.90
AutoCAD SHX Text 99.0
AutoCAD SHX Text 96.15
AutoCAD SHX Text 99.0
AutoCAD SHX Text 96.40
AutoCAD SHX Text 98.6
AutoCAD SHX Text 96.65
AutoCAD SHX Text 98.0
AutoCAD SHX Text 96.90
AutoCAD SHX Text 98.0
AutoCAD SHX Text 97.15
AutoCAD SHX Text 98.0
AutoCAD SHX Text 97.40
AutoCAD SHX Text 97.5
AutoCAD SHX Text 97.65
AutoCAD SHX Text 97.4
AutoCAD SHX Text 97.90
AutoCAD SHX Text 97.3
AutoCAD SHX Text 98.15
AutoCAD SHX Text 97.2
AutoCAD SHX Text 98.40
AutoCAD SHX Text 96.9
AutoCAD SHX Text 98.65
AutoCAD SHX Text 96.2
AutoCAD SHX Text 98.90
AutoCAD SHX Text 95.0
AutoCAD SHX Text 99.15
AutoCAD SHX Text 95.0
AutoCAD SHX Text 99.40
AutoCAD SHX Text 95.0
AutoCAD SHX Text 99.65
AutoCAD SHX Text 94.9
AutoCAD SHX Text 99.90
AutoCAD SHX Text 94.8
AutoCAD SHX Text 94.8
AutoCAD SHX Text
AutoCAD SHX Text
CT500
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text
EX. GRADE @ CENTERLINE
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text
EX. GRADE @ CENTERLINE
AutoCAD SHX Text 99.15
AutoCAD SHX Text 99.40
AutoCAD SHX Text 95.0
AutoCAD SHX Text 99.65
AutoCAD SHX Text 94.9
AutoCAD SHX Text 99.90
AutoCAD SHX Text 94.8
AutoCAD SHX Text 100.15
AutoCAD SHX Text 94.8
AutoCAD SHX Text 100.40
AutoCAD SHX Text 94.8
AutoCAD SHX Text 100.65
AutoCAD SHX Text 94.7
AutoCAD SHX Text 100.90
AutoCAD SHX Text 94.6
AutoCAD SHX Text 101.15
AutoCAD SHX Text 94.6
AutoCAD SHX Text 101.40
AutoCAD SHX Text 94.5
AutoCAD SHX Text 101.65
AutoCAD SHX Text 94.5
AutoCAD SHX Text 101.90
AutoCAD SHX Text 94.5
AutoCAD SHX Text 102.09
AutoCAD SHX Text 94.4
AutoCAD SHX Text 102.14
AutoCAD SHX Text 94.4
AutoCAD SHX Text 102.07
AutoCAD SHX Text 94.3
AutoCAD SHX Text 101.86
AutoCAD SHX Text 94.3
AutoCAD SHX Text 101.59
AutoCAD SHX Text 94.2
AutoCAD SHX Text 101.31
AutoCAD SHX Text 94.2
AutoCAD SHX Text 101.04
AutoCAD SHX Text 94.2
AutoCAD SHX Text 100.77
AutoCAD SHX Text 94.2
AutoCAD SHX Text 100.50
AutoCAD SHX Text 94.1
AutoCAD SHX Text 100.22
AutoCAD SHX Text 94.0
AutoCAD SHX Text 99.95
AutoCAD SHX Text 94.0
AutoCAD SHX Text 99.68
AutoCAD SHX Text 94.0
AutoCAD SHX Text 99.40
AutoCAD SHX Text 94.0
AutoCAD SHX Text 99.13
AutoCAD SHX Text 94.0
AutoCAD SHX Text 98.86
AutoCAD SHX Text 94.0
AutoCAD SHX Text 98.59
AutoCAD SHX Text 94.0
AutoCAD SHX Text 98.31
AutoCAD SHX Text 94.0
AutoCAD SHX Text 98.04
AutoCAD SHX Text 94.0
AutoCAD SHX Text 97.83
AutoCAD SHX Text 93.9
AutoCAD SHX Text 97.76
AutoCAD SHX Text 93.7
AutoCAD SHX Text 97.81
AutoCAD SHX Text 93.6
AutoCAD SHX Text 98.00
AutoCAD SHX Text 93.5
AutoCAD SHX Text 98.25
AutoCAD SHX Text 93.4
AutoCAD SHX Text 98.50
AutoCAD SHX Text 93.3
AutoCAD SHX Text 98.75
AutoCAD SHX Text 93.1
AutoCAD SHX Text 99.00
AutoCAD SHX Text 93.0
AutoCAD SHX Text 99.18
AutoCAD SHX Text 93.0
AutoCAD SHX Text 99.24
AutoCAD SHX Text 93.0
AutoCAD SHX Text 99.17
AutoCAD SHX Text 92.7
AutoCAD SHX Text 98.97
AutoCAD SHX Text 92.1
AutoCAD SHX Text 98.71
AutoCAD SHX Text 91.0
AutoCAD SHX Text 98.45
AutoCAD SHX Text 90.8
AutoCAD SHX Text 98.19
AutoCAD SHX Text 90.6
AutoCAD SHX Text 97.93
AutoCAD SHX Text 90.5
AutoCAD SHX Text 97.67
AutoCAD SHX Text 90.3
AutoCAD SHX Text 97.41
AutoCAD SHX Text 90.2
AutoCAD SHX Text 97.15
AutoCAD SHX Text 90.1
AutoCAD SHX Text 97.07
AutoCAD SHX Text 90.0
AutoCAD SHX Text 97.38
AutoCAD SHX Text 89.9
AutoCAD SHX Text 97.88
AutoCAD SHX Text 89.9
AutoCAD SHX Text
AutoCAD SHX Text
CT500
AutoCAD SHX Text
EX. GRADE @ CENTERLINE
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text
AutoCAD SHX Text
CT500
AutoCAD SHX Text
MEMORIAL DRIVE PROFILE SCALE: 1"=50' HORIZONTAL 1=5' VERTICAL
AutoCAD SHX Text
FOR PLAN VIEW, REFER TO SHEETS: CS101, CS102 AND CS104 CG101, CG102 AND CG104
AutoCAD SHX Text
MEMORIAL DRIVE PROFILE SCALE: 1"=50' HORIZONTAL 1=5' VERTICAL
AutoCAD SHX Text
ENTRANCE PROFILE SCALE: 1"=50' HORIZONTAL 1=5' VERTICAL
AutoCAD SHX Text
FOR PLAN VIEW, REFER TO SHEETS: CS101 AND CG101
AutoCAD SHX Text FOR PLAN VIEW, REFER TO SHEETS: CS102, CS104, CS105 AND CS108 CG102, CG104, CG105 AND CG108
AutoCAD SHX Text
MATCHLINE SEE THIS SHEET
AutoCAD SHX Text
MATCHLINE 19+00 SEE THIS SHEET
MATCHLINE 19+00 SEE THIS SHEET
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
NEW ROAD CENTERLINE PROFILES
- ROAD 'A' AND TRAFFIC CIRCLE
CT201
AutoCAD SHX Text
EX. GRADE @ CENTERLINE
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text
EX. GRADE @ CENTERLINE
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text 94.80
AutoCAD SHX Text 94.8
AutoCAD SHX Text 94.90
AutoCAD SHX Text 96.5
AutoCAD SHX Text 95.92
AutoCAD SHX Text 98.2
AutoCAD SHX Text 96.94
AutoCAD SHX Text 99.2
AutoCAD SHX Text 97.96
AutoCAD SHX Text 99.6
AutoCAD SHX Text 98.97
AutoCAD SHX Text 100.0
AutoCAD SHX Text 99.81
AutoCAD SHX Text 100.0
AutoCAD SHX Text 100.27
AutoCAD SHX Text 100.0
AutoCAD SHX Text 100.37
AutoCAD SHX Text 100.0
AutoCAD SHX Text 100.10
AutoCAD SHX Text 99.8
AutoCAD SHX Text 99.64
AutoCAD SHX Text 99.3
AutoCAD SHX Text 99.16
AutoCAD SHX Text 98.9
AutoCAD SHX Text 98.53
AutoCAD SHX Text 98.5
AutoCAD SHX Text 97.73
AutoCAD SHX Text 98.0
AutoCAD SHX Text 96.77
AutoCAD SHX Text 97.0
AutoCAD SHX Text 95.68
AutoCAD SHX Text 95.5
AutoCAD SHX Text 94.58
AutoCAD SHX Text 93.7
AutoCAD SHX Text 93.47
AutoCAD SHX Text 92.4
AutoCAD SHX Text 92.48
AutoCAD SHX Text 91.6
AutoCAD SHX Text 91.71
AutoCAD SHX Text 90.8
AutoCAD SHX Text 91.17
AutoCAD SHX Text 90.2
AutoCAD SHX Text 90.86
AutoCAD SHX Text 90.0
AutoCAD SHX Text 90.77
AutoCAD SHX Text 90.2
AutoCAD SHX Text 90.91
AutoCAD SHX Text 91.0
AutoCAD SHX Text 91.16
AutoCAD SHX Text 91.8
AutoCAD SHX Text 91.41
AutoCAD SHX Text 92.2
AutoCAD SHX Text 91.66
AutoCAD SHX Text 92.4
AutoCAD SHX Text 91.91
AutoCAD SHX Text 92.4
AutoCAD SHX Text 92.16
AutoCAD SHX Text 92.4
AutoCAD SHX Text 92.41
AutoCAD SHX Text 92.2
AutoCAD SHX Text 92.66
AutoCAD SHX Text 92.0
AutoCAD SHX Text 92.91
AutoCAD SHX Text 91.9
AutoCAD SHX Text 93.16
AutoCAD SHX Text 91.7
AutoCAD SHX Text 93.41
AutoCAD SHX Text 91.6
AutoCAD SHX Text 93.66
AutoCAD SHX Text 91.3
AutoCAD SHX Text 94.00
AutoCAD SHX Text 91.1
AutoCAD SHX Text 94.54
AutoCAD SHX Text 90.9
AutoCAD SHX Text 95.26
AutoCAD SHX Text 90.8
AutoCAD SHX Text 96.17
AutoCAD SHX Text 91.0
AutoCAD SHX Text 97.18
AutoCAD SHX Text 91.0
AutoCAD SHX Text 98.00
AutoCAD SHX Text 91.0
AutoCAD SHX Text 98.44
AutoCAD SHX Text 91.0
AutoCAD SHX Text 98.69
AutoCAD SHX Text 90.9
AutoCAD SHX Text 98.94
AutoCAD SHX Text 90.6
AutoCAD SHX Text 99.19
AutoCAD SHX Text 90.3
AutoCAD SHX Text 99.44
AutoCAD SHX Text 90.0
AutoCAD SHX Text 99.69
AutoCAD SHX Text 90.0
AutoCAD SHX Text 90.0
AutoCAD SHX Text 90.0
AutoCAD SHX Text
AutoCAD SHX Text
CT500
AutoCAD SHX Text
EX. GRADE @ CENTERLINE
AutoCAD SHX Text
PR. GRADE @ CENTERLINE
AutoCAD SHX Text
AutoCAD SHX Text
CT500
AutoCAD SHX Text
NEW ROAD "A" PROFILE SCALE: 1"=50' HORIZONTAL 1=5' VERTICAL
AutoCAD SHX Text
FOR PLAN VIEW, REFER TO SHEETS: CS107 AND CS108 CG107 AND CG108
AutoCAD SHX Text
NEW TRAFFIC CIRCLE PROFILE SCALE: 1"=50' HORIZONTAL 1=5' VERTICAL
FOR PLAN VIEW, REFER TO SHEETS: CS108 AND CG108
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
TYPICAL ROAD CROSS SECTIONS
CT500
NOT TO SCALE
NEW ROAD "A" TYPICAL SECTION
NOT TO SCALE
MEMORIAL DRIVE EXTENSION TYPICAL SECTION (WITHOUT MEDIAN)
NOT TO SCALE
MEMORIAL DRIVE EXTENSION TYPICAL SECTION (WITH MEDIAN)
NOT TO SCALE
NEW ENTRANCE ROAD TYPICAL SECTION
NOT TO SCALE
NEW TRAFFIC CIRCLE TYPICAL SECTION
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
PROP PLAN GRADE
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
TWO WAY CEMETERY ROAD
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH (TYP.)
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text 2%
AutoCAD SHX Text 1 on 4 MAX
AutoCAD SHX Text 1 on 4 MAX
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
1 ON 4 MAX
AutoCAD SHX Text
1 ON 4 MAX
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text
PROP PLAN GRADE
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
TWO WAY CEMETERY ROAD
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text 2%
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text 2%
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text
PROP PLAN GRADE
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
TWO WAY CEMETERY ROAD
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text 2%
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text 2%
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text
PROP PLAN GRADE
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
TWO WAY CEMETERY ROAD
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text 2%
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text 2%
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text 2%
AutoCAD SHX Text
PROP PLAN GRADE
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text 2%
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text 2%
AutoCAD SHX Text
PROP PLAN GRADE
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
4" TOP SOIL, SEED AND MULCH
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text 2%
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text
4:1 MAX
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text
REVERSE MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text
AutoCAD SHX Text
DT503
AutoCAD SHX Text
REVERSE MOUNTABLE CURB AND GUTTER
AutoCAD SHX Text
IRRIGATION
POND 'A'
IRRIGATION
POND 'A'
IRRIGATION
POND 'A'
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
STORM PROFILES
CU260
HW1 TO S7 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
S1 TO S11 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
S8 TO S12
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
S9 TO S13
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW9 TO S18 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW2 TO T5 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
T2 TO T8
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
T3 TO T9
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
NOTE:
ALL RCP STORM SEWER TO BE
CLASS III UNLESS NOTED
OTHERWISE.
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
CL1 RIP-RAP OUTFALL PROTECTION
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
NORMAL WSE= 86.79
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
CL1 RIP-RAP OUTFALL PROTECTION
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
NORMAL WSE= 86.79
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
CL1 RIP-RAP OUTFALL PROTECTION
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
NORMAL WSE= 86.79
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
10-YR HGL
POND '1B'
IRRIGATION
POND 'B'
IRRIGATION
POND 'B'
IRRIGATION
POND 'A'
IRRIGATION
POND 'B'
IRRIGATION
POND 'B'
IRRIGATION
POND 'C'
IRRIGATION
POND 'C'
IRRIGATION
POND 'C'
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
STORM PROFILES
CU261
HW5 TO U10 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
U4 TO U13 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW8 TO EX1 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW12 & HW14 TO HW13 & HW15
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW16 & HW18 TO HW17 & HW19
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW6 TO HW7 TORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW3 TO U18 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW4 TO U16 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
U5 TO U14
STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW10 TO W2 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
HW11 TO W3 STORM PROFILE
SCALE:
1"=50' HORIZONTAL
1"=5' VERTICAL
NOTE:
ALL RCP STORM SEWER TO BE
CLASS III UNLESS NOTED
OTHERWISE.
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
CL1 RIP-RAP OUTFALL PROTECTION
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
NORMAL WSE= 86.79
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
ADJUST RIM TO FINAL GRADE
AutoCAD SHX Text
CL1 RIP-RAP OUTFALL PROTECTION
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
EX. GRADE
AutoCAD SHX Text
PR. GRADE
AutoCAD SHX Text
CL1 RIP-RAP OUTFALL PROTECTION
AutoCAD SHX Text
10-YR HGL
AutoCAD SHX Text
NORMAL WSE= 86.79
AutoCAD SHX…
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