02_16-30_851PC2048_HNC_BD_Plans.pdf

PDF 15 MB Posted Jul 10, 2020

Attached to: Y1PC--Houston National Cemetery Phase 5 Expansion
Solicitation number: 36C10F20R0055
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for Phase 5 expansion of Houston National Cemetery. The project will construct additional gravesites, cemetery improvements including renovation of structures, and develop approximately 50 acres of land. Work includes approximately 14,000 preplaced crypt gravesites, 350 oversize crypt gravesites, 2,000 traditional in-ground cremains, and 8,000 columbarium niches. Also included are a 300-gravesite Hybrid Natural Burial area and Ossuary, new entrance gate, roads, parking, utilities, site work, signage and furnishings. The irrigation system and drainage will also be improved. Work must be completed within 730 days of Notice to Proceed. The construction cost is estimated between $20-50 million. The solicitation is set aside for Service-Disabled Veteran Owned Small Businesses and is issued by the Department of Veterans Affairs Office of Construction and Facilities Management. Proposals are due August 10, 2020 by 12:00 PM Eastern with award dates to be determined.

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NEW

ENTRANCE ROAD

MEMORIAL DRIVE EXTENSION

MEMORIAL DRIVE

EXTENSION

NEW ROAD 'A'

NEW

TRAFFIC CIRCLE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

TEMPORARY CONSTRUCTION

FENCING PLAN AREA 1

GC011

GRAPHIC LEGEND:

KEY MAP

(NOT TO SCALE)

TEMPORARY

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM

HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE

DRAWINGS AND NOT THE ENTIRE LIMITS OF CONSTRUCTION.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER

SHALL ALLOW FOR THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR

FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED

CONSTRUCTION FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE

RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND

TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

6. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE

THE FENCE WHEN DIRECTED BY THE RE/COR.

TEMPORARY CONSTRUCTION

FENCE

AutoCAD SHX Text E

AutoCAD SHX Text

18" HDPE (NFV)

AutoCAD SHX Text

STD HW INV.=95.00

AutoCAD SHX Text

4" HDPE (NFV)

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

18" HDPE (NFV)

AutoCAD SHX Text

STD HW INV.=95.00

AutoCAD SHX Text

4" HDPE (NFV)

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

DT503

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 80'

AutoCAD SHX Text

MATCHLINE SEE SHEET GC012GC012

AutoCAD SHX Text N

NEW ROAD 'A'

NEW

TRAFFIC CIRCLE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

TEMPORARY CONSTRUCTION

FENCING PLAN AREA 2

GC012

KEY MAP

(NOT TO SCALE)

GRAPHIC LEGEND:

1 TEMPORARY CONSTRUCTION

FENCE

TEMPORARY

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM

HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE

DRAWINGS AND NOT THE ENTIRE LIMITS OF CONSTRUCTION.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER

SHALL ALLOW FOR THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR

FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED

CONSTRUCTION FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE

RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND

TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

6. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE

THE FENCE WHEN DIRECTED BY THE RE/COR.

AutoCAD SHX Text

EXISTING STORM SEWER OUTFALL HC PROJECT# 2008130

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 80'

AutoCAD SHX Text

AutoCAD SHX Text N

MATCHLINE SEE SHEET GC011GC011

4:1

4:1 4:1

4:1

NEW WELL/PUMP

(REFER TO IRRIGATION

DRAWINGS)

IP2

FF1

IP2

FF2

IP2

FF1IP2

FF1

IP2

IP1

FF2

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

EROSION AND SEDIMENT CONTROL

PLAN AREA 1

GC101

KEY MAP

(NOT TO SCALE)

SEQUENCE OF CONSTRUCTION:

PHASE I:

PHASE I OPERATIONS SHALL INCLUDE EROSION CONTROL MEASURES NEEDED TO DIVERT MAJOR OFF-SITE CLEAN WATER AND ON-SITE

DRAINAGE FLOWS AROUND THE WORK AREAS AND CONTROL EROSION AND SEDIMENTATION ASSOCIATED WITH INITIAL CLEARING AND

GRADING OPERATIONS.

1. CONTACT TEXAS 811 AT 1-800-344-8377 OR BY DIALING 811 ON A TEXAS PHONE LINE OR TEXAS811.ORG, AT LEAST THREE WORKING

DAYS PRIOR TO BEGINNING WORK. LOCATE ALL UTILITIES.

2. STAKE/FLAG LIMITS OF CONSTRUCTION, SENSITIVE AREAS, AND TREES THAT ARE TO BE PRESERVED. LIMITS OF CONSTRUCTION

MUST REMAIN MARKED THROUGHOUT THE ENTIRE SITE DEVELOPMENT.

3. INSTALL TEMPORARY STONE ACCESS AND ESTABLISH A PROTECTED STAGING AND EQUIPMENT PARKING AREA (RE/COR TRAILER).

4. CLEAR AND GRUB AREAS FOR THE INSTALLATION OF PHASE I PERIMETER CONTROLS. ONLY THE MINIMUM AREAS NECESSARY TO

INSTALL PERIMETER EROSION CONTROL MEASURES SHALL BE CLEARED AND GRUBBED.

5. INSTALL PERIMETER CONTROLS SUCH AS PHASE I FILTER FABRIC FENCE. STABILIZE ALL EROSION AND SEDIMENT CONTROL

MEASURES IMMEDIATELY AFTER INSTALLATION. STABILIZE AREAS BETWEEN PERIMETER SEDIMENT CONTROL MEASURES AND

THE LIMITS OF CONSTRUCTION.

6. INSTALL TEMPORARY CONSTRUCTION FENCING PER SHEET 16 - TEMPORARY CONSTRUCTION FENCING PLAN AREA 1 AND 17 -

TEMPORARY CONSTRUCTION FENCING PLAN AREA 2.

7. CLEAR AND GRUB THE REMAINDER OF THE SITE. ALL UNSUITABLE MATERIAL (LOGS, BRUSH, VEGETATIVE MATTER, ETC.) WHICH

WILL INTERFERE WITH THE GRADING AND/OR STABILITY OF FILL AREAS SHALL BE REMOVED AND/OR DISPOSED OF PROPERLY.

8. INSTALL ALL PHASE I INLET PROTECTION ON EXISTING STORM DRAIN INLETS AS SHOWN ON SHEETS 18 - EROSION AND SEDIMENT

CONTROL PLAN AREA 1 AND 19 - EROSION AND SEDIMENT CONTROL PLAN AREA 2.

9. RE-GRADE POND A. UTILIZE SURFACE ROUGHING AFTER ROUGH GRADING. THE EARTHEN EMBANKMENTS AS SHOWN WITH

SYMBOL SHALL BE SEEDED AND MULCHED TO PROVIDE TEMPORARY STABILIZATION IMMEDIATELY AFTER INSTALLATION.

10. INSTALL PHASE II FILTER FABRIC TO NEWLY STABILIZED POND EMBANKMENT.

PHASE II:

THE PHASE II EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED FOR THE FINAL STAGES OF SITE DEVELOPMENT. PHASE I

CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, SHALL REMAIN IN

PLACE FOR FINAL DEVELOPMENT. THE CONTRACTOR SHALL FOLLOW THE COUNTY ENGINEERING DEPARTMENT'S DIRECTION IN

PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS

PREVENTED FROM POLLUTING OFF-SITE AREAS, STREAMS AND/OR PROTECTED ON-SITE AREAS. THE FOLLOWING SEQUENCE OF

CONSTRUCTION IS SUGGESTED.

1. ROUGH GRADE THE SITE INCLUDING ROADWAYS, DRIVE AISLES, PARKING AREAS, AND SWALES.

2. BEGIN CONSTRUCTION OF BURIAL SECTIONS AND STRUCTURES.

3. THROUGHOUT CONSTRUCTION, INITIATE TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY FOLLOWING THE

COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. DISTURBED AREAS SHALL BE SEEDED AND MULCHED IF THEY

ARE TO REMAIN UNDISTURBED FOR 14 DAYS OR LONGER.

4. INSTALL UNDERGROUND UTILITIES, INCLUDING STORM SEWER, SANITARY SEWER AND WATER LINES.

5. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS AS EACH STRUCTURE IS INSTALLED.

6. INSTALL RIP RAP-END SECTION AT EACH OUTLET STRUCTURE AS EACH STRUCTURE IS INSTALLED.

7. CONSTRUCT THE BASE PAVEMENT FOR ROADWAYS, DRIVE AISLES, AND PARKING AREAS, AND INSTALL CURB SECTIONS.

8. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED THROUGHOUT CONSTRUCTION.

9. FINAL GRADE ALL AREAS OF THE SITE LEAVING SEDIMENT CONTROLS IN PLACE AS NEEDED. SPREAD TOPSOIL OVER AREAS TO BE

SEEDED.

10. PERMANENTLY STABILIZE ALL AREAS NOT COVERED BY HARD COVER SUCH AS PAVEMENT OR BUILDINGS.

11. BEGIN REMOVAL OF EROSION AN SEDIMENT CONTROL BMP'S. NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

REMOVED UNTIL ALL UP-SLOPE AREAS THAT DRAIN TO THEM HAVE BEEN STABILIZED.

12. REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL

OF TEMPORARY BMP'S.

FF1

IP2

PHASE I FILTER FABRIC FENCE

TREE PROTECTION

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

E&S KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

OP OUTLET PROTECTION

FF2 PHASE II FILTER FABRIC FENCE

IP1 PHASE I INLET PROTECTION

TS TEMPORARY SEEDING

SR SURFACE ROUGHENING

E&S GRAPHIC LEGEND:

LIMITS OF WORK

PHASE II FILTER FABRIC FENCE

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

TREE PROTECTION

PHASE I FILTER FABRIC FENCE

PHASE I INLET PROTECTION

REINFORCED GRASSED

SPILLWAY ARMORING

AutoCAD SHX Text E

AutoCAD SHX Text

18" HDPE (NFV)

AutoCAD SHX Text

STD HW INV.=95.00

AutoCAD SHX Text

4" HDPE (NFV)

AutoCAD SHX Text EX. TOPO BELOW PERMANENT POOL ELEVATION AT TIME OF FIELD SURVEY BASED ON VA PROJECT #851CM2043 RECORD DOCUMENTS

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

MATCHLINE SEE SHEET GC102GC102

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 80'

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

DT505

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

NEW ROAD 'A'

NEW

TRAFFIC CIRCLE

1+87

FF1 IP2

FF1

IP2

FF1

IP1

FF1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

EROSION AND SEDIMENT CONTROL

PLAN AREA 2

GC102

KEY MAP

(NOT TO SCALE)

FF1

IP2

PHASE I FILTER FABRIC FENCE

TREE PROTECTION

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

E&S KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

OP OUTLET PROTECTION

FF2 PHASE II FILTER FABRIC FENCE

IP1 PHASE I INLET PROTECTION

TS TEMPORARY SEEDING

SR SURFACE ROUGHENING

SEQUENCE OF CONSTRUCTION:

PHASE I:

PHASE I OPERATIONS SHALL INCLUDE EROSION CONTROL MEASURES NEEDED TO DIVERT MAJOR OFF-SITE CLEAN WATER AND ON-SITE

DRAINAGE FLOWS AROUND THE WORK AREAS AND CONTROL EROSION AND SEDIMENTATION ASSOCIATED WITH INITIAL CLEARING AND

GRADING OPERATIONS.

1. CONTACT TEXAS 811 AT 1-800-344-8377 OR BY DIALING 811 ON A TEXAS PHONE LINE OR TEXAS811.ORG, AT LEAST THREE WORKING

DAYS PRIOR TO BEGINNING WORK. LOCATE ALL UTILITIES.

2. STAKE/FLAG LIMITS OF CONSTRUCTION, SENSITIVE AREAS, AND TREES THAT ARE TO BE PRESERVED. LIMITS OF CONSTRUCTION

MUST REMAIN MARKED THROUGHOUT THE ENTIRE SITE DEVELOPMENT.

3. INSTALL TEMPORARY STONE ACCESS AND ESTABLISH A PROTECTED STAGING AND EQUIPMENT PARKING AREA (RE/COR TRAILER).

4. CLEAR AND GRUB AREAS FOR THE INSTALLATION OF PHASE I PERIMETER CONTROLS. ONLY THE MINIMUM AREAS NECESSARY TO

INSTALL PERIMETER EROSION CONTROL MEASURES SHALL BE CLEARED AND GRUBBED.

5. INSTALL PERIMETER CONTROLS SUCH AS PHASE I FILTER FABRIC FENCE. STABILIZE ALL EROSION AND SEDIMENT CONTROL

MEASURES IMMEDIATELY AFTER INSTALLATION. STABILIZE AREAS BETWEEN PERIMETER SEDIMENT CONTROL MEASURES AND

THE LIMITS OF CONSTRUCTION.

6. INSTALL TEMPORARY CONSTRUCTION FENCING PER SHEET 16 - TEMPORARY CONSTRUCTION FENCING PLAN AREA 1 AND 17 -

TEMPORARY CONSTRUCTION FENCING PLAN AREA 2.

7. CLEAR AND GRUB THE REMAINDER OF THE SITE. ALL UNSUITABLE MATERIAL (LOGS, BRUSH, VEGETATIVE MATTER, ETC.) WHICH

WILL INTERFERE WITH THE GRADING AND/OR STABILITY OF FILL AREAS SHALL BE REMOVED AND/OR DISPOSED OF PROPERLY.

8. INSTALL ALL PHASE I INLET PROTECTION ON EXISTING STORM DRAIN INLETS AS SHOWN ON SHEETS 18 - EROSION AND SEDIMENT

CONTROL PLAN AREA 1 AND 19 - EROSION AND SEDIMENT CONTROL PLAN AREA 2.

9. RE-GRADE POND A. UTILIZE SURFACE ROUGHING AFTER ROUGH GRADING. THE EARTHEN EMBANKMENTS AS SHOWN WITH

SYMBOL SHALL BE SEEDED AND MULCHED TO PROVIDE TEMPORARY STABILIZATION IMMEDIATELY AFTER INSTALLATION.

10. INSTALL PHASE II FILTER FABRIC TO NEWLY STABILIZED POND EMBANKMENT.

PHASE II:

THE PHASE II EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED FOR THE FINAL STAGES OF SITE DEVELOPMENT. PHASE I

CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, SHALL REMAIN IN

PLACE FOR FINAL DEVELOPMENT. THE CONTRACTOR SHALL FOLLOW THE COUNTY ENGINEERING DEPARTMENT'S DIRECTION IN

PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS

PREVENTED FROM POLLUTING OFF-SITE AREAS, STREAMS AND/OR PROTECTED ON-SITE AREAS. THE FOLLOWING SEQUENCE OF

CONSTRUCTION IS SUGGESTED.

1. ROUGH GRADE THE SITE INCLUDING ROADWAYS, DRIVE AISLES, PARKING AREAS, AND SWALES.

2. BEGIN CONSTRUCTION OF BURIAL SECTIONS AND STRUCTURES.

3. THROUGHOUT CONSTRUCTION, INITIATE TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY FOLLOWING THE

COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. DISTURBED AREAS SHALL BE SEEDED AND MULCHED IF THEY

ARE TO REMAIN UNDISTURBED FOR 14 DAYS OR LONGER.

4. INSTALL UNDERGROUND UTILITIES, INCLUDING STORM SEWER, SANITARY SEWER AND WATER LINES.

5. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS AS EACH STRUCTURE IS INSTALLED.

6. INSTALL RIP RAP-END SECTION AT EACH OUTLET STRUCTURE AS EACH STRUCTURE IS INSTALLED.

7. CONSTRUCT THE BASE PAVEMENT FOR ROADWAYS, DRIVE AISLES, AND PARKING AREAS, AND INSTALL CURB SECTIONS.

8. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED THROUGHOUT CONSTRUCTION.

9. FINAL GRADE ALL AREAS OF THE SITE LEAVING SEDIMENT CONTROLS IN PLACE AS NEEDED. SPREAD TOPSOIL OVER AREAS TO BE

SEEDED.

10. PERMANENTLY STABILIZE ALL AREAS NOT COVERED BY HARD COVER SUCH AS PAVEMENT OR BUILDINGS.

11. BEGIN REMOVAL OF EROSION AN SEDIMENT CONTROL BMP'S. NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

REMOVED UNTIL ALL UP-SLOPE AREAS THAT DRAIN TO THEM HAVE BEEN STABILIZED.

12. REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL

OF TEMPORARY BMP'S.

E&S GRAPHIC LEGEND:

LIMITS OF WORK

PHASE II FILTER FABRIC FENCE

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

TREE PROTECTION

PHASE I FILTER FABRIC FENCE

PHASE I INLET PROTECTION

REINFORCED GRASSED

SPILLWAY ARMORING

AutoCAD SHX Text

EXISTING STORM SEWER OUTFALL HC PROJECT# 2008130

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

GRAPHICAL SCALE: 1" = 80'

AutoCAD SHX Text

MATCHLINE SEE SHEET GC101GC101

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

DT505

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

AutoCAD SHX Text

GC500

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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

EROSION AND SEDIMENT CONTROL

NOTES AND DETAILS

GC500

NTS SOURCE: CITY OF HOUSTON SWM HANDBOOK FOR CONSTRUCTION ACTIVITIES

FILTER FABRIC FENCE

NTS SOURCE: CITY OF HOUSTON SWM HANDBOOK FOR CONSTRUCTION ACTIVITIES

STABILIZED CONSTRUCTION EXIT

NTS SOURCE: CITY OF HOUSTON SWM HANDBOOK FOR CONSTRUCTION ACTIVITIES

INLET PROTECTION

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL

BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS

(STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE

AT ALL TIMES. HARRIS COUNTY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR

TO IMPLEMENTATION OF THOSE CHANGES. HARRIS COUNTY MAY REQUIRE A WRITTEN SUBMITTAL OF

THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND

GRUBBING, THE RE/COR SHALL INVITE ALL CONTRACTORS, THE CEMETERY DIRECTOR, APPROPRIATE

MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR

OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE E&S PLAN, AND A REPRESENTATIVE

FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN

AREA PREVIOUSLY UNMARKED, TEXAS 811. SHALL BE NOTIFIED AT 1-800-344-8377 FOR THE LOCATION OF

EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE

PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN

WRITING FROM HARRIS COUNTY PRIOR TO IMPLEMENTATION.

5. PRIOR TO COMMENCING CLEARING AND GRADING, CONTRACTOR TO INSTALL PERIMETER EROSION

AND SEDIMENT CONTROLS.

6. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

7. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN

EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL

STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMP'S

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

8. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF

WORK BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED BEFORE

CLEARING AND GRUBBING OPERATIONS BEGIN.

9. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE

LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH

GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE

SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL

NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

10. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION AND NOTIFY HARRIS COUNTY.

11. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR

DISPOSED OF IN ACCORDANCE WITH THE HARRIS COUNTY REGULATIONS.

12. ALL OFF-SITE WASTE AND BORROW AREAS (IF APPLICABLE) MUST HAVE AN E&S PLAN APPROVED BY

HARRIS COUNTY FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN

FILL.

14. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE

DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S SHALL BE MAINTAINED IN

ACCORDANCE WITH LOCAL AND STATE REGULATIONS. MAINTENANCE SHALL INCLUDE INSPECTIONS OF

ALL EROSION AND SEDIMENT BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL

PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED WITHIN 24 HOURS. IF

THE E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED TO BE IMPLEMENTED WITHIN 48 HOURS.

16. A LOG SHOWING DATES THAT E&S BMP'S WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND

THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO

REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE

CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN

THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

DITCH, STORM SEWER, OR SURFACE WATER.

18. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE

PLAN DRAWINGS.

19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES, 6

TO 12 INCHES ON COMPACTED SOILS, PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED

SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES

AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN

THICKNESS.

22. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH

THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

23. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED

GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED

AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

24. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE

PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING

MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS

NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN

ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT

BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

STABILIZATION SPECIFICATIONS.

25. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER

OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO

SLUMPING, SLIDING, OR OTHER MOVEMENTS.

26. E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE

PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY HARRIS

COUNTY.

27. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL

DISTURBED AREAS, THE RE/COR SHALL REVIEW SITE FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMP'S.

28. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP'S

MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER

MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMP'S SHALL BE

STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH

REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL

DISTURBED AREAS, THE RE/COR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A

FINAL INSPECTION.

30. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN

NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

31. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN AS-BUILT (RECORD

DRAWING) FOR ANY SEDIMENT BASIN OR TRAP TO HARRIS COUNTY.

32. THE SOIL EROSION WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENTS BY THE

CONTRACTOR.

NTS SOURCE: CITY OF HOUSTON SWM HANDBOOK FOR CONSTRUCTION ACTIVITIES

TREE PROTECTION

SURFACE ROUGHENING INSTALLATION NOTES:

1. SEE PLAN VIEW FOR: LOCATION(S) OF SURFACE ROUGHENING

2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED

GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY

FORECASTED RAIN EVENT

3. AREAS WHERE BUILDING FOUNDATIONS, PAVEMENT, OR SOD WILL BE PLACED WITHOUT DELAY

IN THE CONSTRUCTION SEQUENCE, SURFACE ROUGHENING IS NOT REQUIRED.

4. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON THE

CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS.

5. A FARMING DISK SHALL NOT BE USED FOR SURFACE ROUGHENING.

NTS SOURCE: URBAN DRAINAGE AND FLOOD CONTROL DISTRICT URBAN STORM DRAINAGE CRITERIA MAN VOL 3

SURFACE ROUGHENING

TEMPORARY EROSION CONTROL SEEDING INSTALLATION NOTES:

1. SEEDING OF VEGETATION FILTER STRIP IS TO BE CONTAINED WITHIN A PROJECT CONSTRUCTION

SITE. TEMPORARY SEEDING LOCATIONS ARE AS INDICATED ON PLANS. TEMPORARY SEEDING IS

INTENDED TO GERMINATE AND ESTABLISH WITHIN 10-14 DAYS. THE SPECIES USED IN THIS

SEEDING ARE NOT PERMANENT OR SHOULD BE INTEGRATED WITH A PERMANENT SEEDING OR

PLANTING.

2. SEEDS; CONFORM TO REQUIREMENTS OF USDA RULES AND REGULATIONS AS SET FORTH OF

FEDERAL SEED ACT AND TEXAS SEED LAW. USE SEED WHICH HAS BEE TREATED WITH AN

APPROVED FUNGICIDE. CONTAINER LABELS TO SHOW PURITY, GERMINATION, NAME AND TYPE

OF SEED, AND SOURCE OR ORIGIN. REFER TO TABLE FOR PLANTING DATE, TYPE, AND RATE.

NTS SOURCE: CITY OF HOUSTON SWM HANDBOOK FOR CONSTRUCTION ACTIVITIES

TEMPORARY EROSION CONSTROL SEEDING

TYPE

UNHULLED BERMUDA/ GRASS OATS/

WINTER RYE

MIX BERMUDA AND ANNUAL RYE IN

FOLLOWING PROPORTIONS

HULLED BERMUDA GRASS/ LOVE GRASS

ANNUAL MILLET GRASS

RATES OF APPLICATION

IN POUNDS PER ACRE

12:200

35-40

PLANTING DATE

JAN. 1 TO APR. 1

APR. 1 TO OCT. 1

OCT. 1 TO JAN. 1

APR. 1 TO NOV. 1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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 SITE KEY MAP

CS100

AREA 1

AREA 5

AREA 8AAREA 7

AREA 9B

AREA 9A

SEE DRAWING

AREA 2

AREA 3

AREA 4

AREA 6

NOTE:

1. THIS IS AN OVERALL KEY MAP FOR SHEETS CS101 THROUGH CS109

AND SHEETS CG101 THROUGH CG109

2. FOR THE FENCE AND GENERATOR LAYOUT PLAN, SEE SHEET CS200.

SEE DRAWING

CS200

SEE DRAWING

CS200

AND CG101

SEE DRAWING CS101

AND CG103

SEE DRAWING CS103

SEE DRAWING CS106

AND CG106

SEE DRAWING CS104

AND CG104

SEE DRAWING CS107

AND CG107

SEE DRAWING CS102

AND CG102

SEE DRAWING CS105

AND CG105

SEE DRAWING CS108

AND CG108

SEE DRAWING CS109

AND CG109

CS109

AND CG109

SEE DRAWING

CT104 & CT105

SEE

DRAWING

CT104 & CT105

SEE DRAWING

CT104 & CT105

AREA 9C

SEE DRAWING CS109

AND CG109

AREA 8B

SEE DRAWING

CS108

AND CG108

AutoCAD SHX Text E

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18" HDPE (NFV)

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STD HW INV.=95.00

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4" HDPE (NFV)

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GRAPHICAL SCALE: 1" = 200'

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SECTION 20

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

SECTION 19

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

NEW

ENTRANCE ROAD

MEMORIAL DRIVE EXTENSION

CONTRACTOR LAYDOWN

/STAGING AREA

25'

23'

25'

R30'

R11.5'

R763.5'

R788.5'

R811.5'

R836.5'

R100'

R99'

R11.5'

R29

26'

R50'

R29'R29'

R787'

R813'

R787'

R813'

25' 23'

25'

0+00

1+00

2+00

3+00

4+00

5+00

6+00 7+00

8+00

9+00

181920 17 16

5' 12' 10' 18' 24' 18' 15'

25' 5'

25' 60'

8' 8'

R20'R2 0'

24'

153.93'

15 6

ALDINE WESTERN ROAD

24' ASPHALT ROAD

(65' RIGHT OF WAY)

EXISTING STORM SEWER TO REMAIN.

CONTRACTOR TO MAINTAIN EXISTING

STORM SEWER/STRUCTURES

THROUGHOUT CONSTRUCTION.

NORMAL

WSE=86.79

POND A

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.90

TOP ELEV=91.50

' B

PCC

STA: 1+53.57

OFF: 11.50' RT

X=3094143.14 Y=13904166.10

X=3094588.05 Y=13904565.45

X=3094598.74 Y=13904382.66

CATCH BASIN

STA: 6+08.78

OFF: 13.33' RT

CATCH BASIN

STA: 6+06.68

OFF: 14.59' LT

CATCH BASIN

STA: 4+23.48

OFF: 36.50' RT

CATCH BASIN

STA: 4+23.48

OFF: 36.50' LT

CATCH BASIN

STA: 1+66.56

OFF: 36.50' LT

CATCH BASIN

STA: 1+66.56

OFF: 36.50' RT

CATCH BASIN

STA: 7+80.72

OFF: 13.00' RT

CATCH BASIN

STA: 7+80.72

OFF: 13.00' LT

CATCH BASIN

STA: 9+62.66

OFF: 13.00' RT

CATCH BASIN

STA: 1+05.69

OFF: 13.00' RT

CATCH BASIN

STA: 1+05.69

OFF: 13.00' LT

PCC

STA: 1+53.57

OFF: -11.50' LT

PCC

STA: 4+86.13

OFF: 11.50' RT

PCC

STA: 4+86.13

OFF: -11.50' LT

PCC

STA: 4+76.88

OFF: -36.50' LT

PCC

STA: 1+62.44

OFF: -36.50' LT

STA: 1+39.52

OFF: 36.50' RT

STA: 1+21.88

OFF: 13.00' RT

STA: 1+08.75

OFF: 13.00' LT

STA: 0+30.13

OFF: 13.00' LT

STA: 0+30.00

OFF: 13.00' RT

PCC

STA: 5+08.97

OFF: 36.50' RT

STA: 5+34.32

OFF: 33.12' RT

STA: 5+79.82

OFF: 19.24' RT

PCC

STA: 6+17.57

OFF: 13.00' RT

STA: 5+65.13

OFF: 22.11' LT

STA: 6+11.23

OFF: 13.91' LT PCC

STA: 6+23.74

OFF: -13.00' LT

STA: 1+39.52

OFF: 0.00'

C10

C11

C12

X=3094630.36 Y=13904134.51

X=3094563.68 Y=13904136.92

X=3094523.22 Y=13904112.37

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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 LAYOUT AND UTILITY PLAN

AREA 1

CS101

KEY MAP

(NOT TO SCALE)

1 2

7 8A

RE TRAILER KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

TEMPORARY RESIDENT ENGINEER TRAILER

(SEE SPECIFICATIONS FOR TEMPORARY

SANITARY SEWER REQUIREMENTS

ADA RAMP, RAILINGS, AND DECKINGS17

PAVED/STRIPED ADA PARKING AREA W/ ADA SIGNAGE

(NOT TO EXCEED A 2% SLOPE IN ANY DIRECTION)

NO PAINT STRIPING REQUIRED WITHIN GRAVEL PARKING

AREA, SHOWN FOR INFORMATIONAL PURPOSES ONLY

TEMPORARY CONTRACTOR'S TRAILER20

SITE LAYOUT NOTES:

1. ALL GRAVESITE GRID MONUMENTS SHOWN SHALL BE LAID OUT BY A

LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING

COORDINATES & BEARINGS SHOWN.

2. COORDINATE INFORMATION SHOWN IS BASED ON THE HORIZONTAL

DATUM TEXAS STATE PLANE SOUTH CENTRAL ZONE NAD83 AND VERTICAL

DATUM NAVD88.

3. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT RADII AND

DIMENSIONING ARE BASED ON TO THE FACE OF CURB/FLOW LINE UNLESS

SHOWN OTHERWISE.

4. ALL EXISTING PAVEMENT MARKINGS/STRIPING REMOVED AS A RESULT OF

MILL AND OVERLAY OPERATIONS TO BE REPLACED IN KIND.

5. REFER TO PAGES 16 - TEMPORARY CONSTRUCTION FENCING PLAN AREA

1, 17 - TEMPORARY CONSTRUCTION FENCING PLAN AREA 2, AND 38 -

FENCE AND GENERATOR LAYOUT PLANT FENCE AND GATE TYPES AND

LOCATIONS.

6. TEMPORARY CONTRACTOR'S TRAILER - GRAVEL PAVEMENT AND

PERIMETER FENCE AT CONTRACTOR YARD TO REMAIN AFTER PROJECT

COMPLETION. ALL OTHER STRUCTURES, TRAILERS, EQUIPMENT TO BE

REMOVED UPON PROJECT COMPLETION.

7. HC PROJECT #2008130 REFERS TO THE HARRIS COUNTY PROJECT

NUMBER FOR POND PERMITTING.

SEE "MATERIAL

STORAGE YARD - NEW

CONCRETE

PAVEMENT AREA

DETAIL", SHEET CS102

GRAPHIC LEGEND:

LIMITS OF WORK

MOUNTABLE CURB

AND GUTTER

CONCRETE SIDEWALK

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

OVERSIZED

PRE-PLACED CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

FULL HT.

TAPER

DEPRESSED

REINFORCED GRASSED

SPILLWAY ARMORING

CRYPT UNDER DRAIN CLEAN OUT (TYP.)

CRYPT PERIMETER UNDER DRAIN (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

CONCRETE VALLEY GUTTER

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

TYPE 'BB' CURB INLET (TYP.)

TYPE 'A' GRATE INLET (TYP.)

TYPE 'D-1' GRATE INLET (TYP.)

TYPE 'B' INLET RELOCATION (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

BENCH (TYP.)13

CURB TAPER (TYP.)14

CONCRETE HEADWALL (TYP.)15

LINE AND CURVE

TABLE REFERENCE:

SEE SHEET CS109 FOR LINE AND

CURVE TABLES.

COORDINATE STAKING NOTE:

SEE SHEETS CS110 THROUGH

CS116 FOR SECTION MARKER

AND FLOWER WATERING

STATION STAKING

COORDINATES.

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SD GRATE INLET TOP RIM ELEV: 95.97' FLOODED

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SET 24" HDPE FL ELEV: 92.62'

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SET 24" HDPE FL ELEV: 92.86'

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SD GRATE INLET FL ELEV: 92.81'

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IRRIGATION/DETENTION POND 'A' HC PROJECT# 2008130

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SD GRATE INLET TOP RIM ELEV: 95.97' FLOODED

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18" HDPE (NFV)

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18" HDPE (NFV)

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18" HDPE (NFV)

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18" HDPE (NFV)

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18" HDPE (NFV)

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18" HDPE (NFV)

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18" HDPE (NFV)

AutoCAD SHX Text STD MH RIM=95.48 INV. IN=92.59 INV. OUT=92.49 (NFV, SHOWN PER VA PROJECT #851CM2043)

AutoCAD SHX Text TYPE A GRATE INLET RIM=95.48 INV. IN=92.89 INV. OUT=92.79 (NFV, SHOWN PER VA PROJECT #851CM2043)

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TYPE H-2 CURB INLET INV. OUT=92.92 (NFV, SHOWN PER VA PROJECT #851CM2043)

AutoCAD SHX Text TYPE H-2 CURB INLET INV. IN=92.79 INV. OUT=92.92 (NFV, SHOWN PER VA PROJECT #851CM2043)

AutoCAD SHX Text TYPE A GRATE INLET RIM=96.21 INV. IN=92.62 INV. OUT=92.62 (NFV, SHOWN PER VA PROJECT #851CM2043)

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STD HW INV.=95.00

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4" HDPE (NFV)

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4" INV. OUT=93.29 (NFV, SHOWN PER VA PROJECT #851CM2043)

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4" HDPE (NFV)

AutoCAD SHX Text M16B

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BM16

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BM15

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MONUMENT

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MONUMENT LAYOUT CHART

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NORTHING

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EASTING

AutoCAD SHX Text 13904416.9129

AutoCAD SHX Text 3094761.0718

AutoCAD SHX Text 13904500.7918

AutoCAD SHX Text 3094756.5618

AutoCAD SHX Text 13904419.0508

AutoCAD SHX Text 3095024.3367

AutoCAD SHX Text M19A

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AutoCAD SHX Text 13904502.9296

AutoCAD SHX Text 3095019.8267

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BASELINE

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BEARING [DEFINED BY]

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BM19

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N3° 04' 39.72"W [M19A TO M19B]

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BM20

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N3° 04' 39.72"W [M20A TO M20B]

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MATCHLINE SEE SHEET CS102CS102

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MATCHLINE SEE SHEET CS103CS103

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GRAPHICAL SCALE: 1" = 30'

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MATCHLINE SEE SHEET CS105CS105

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DT505

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DT500

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CI830

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SECTION 20

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

R787'

R813' 9+00

10+00

12'

37.18'

37.65'

R20

R32

R3 7'

R2 5'

248.5'

13'

10'

136.7'

.6'

NEW WELL/PUMP

(REFER TO IRRIGATION

DRAWINGS)

CATCH BASIN

STA: 9+62.66

OFF: 13.00' RT

CATCH BASIN

STA: 9+62.66

OFF: 13.00' LT

X=3095068.16 Y=13904367.54

X=3095065.87 Y=13904355.65

X=3095060.83 Y=13904504.00

X=3095091.07 Y=13904537.67

X=3095362.18 Y=13904552.24

EXPANSION

JOINT (TYP.)

TOOLED

CONTRACTION

JOINT (TYP.)

20'

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'

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 X=3094092.54 Y=13904394.30

X=3094166.11 Y=13904401.26

X=3094165.48 Y=13904410.24

X=3094149.07 Y=13904433.80

X=3094147.19 Y=13904453.71

X=3094088.20 Y=13904448.13

X=3094124.65 Y=13904426.47

X=3094126.06 Y=13904411.54

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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 LAYOUT AND UTILITY PLAN

AREA 2

CS102

KEY MAP

(NOT TO SCALE)

1 2

7 8A

SITE LAYOUT NOTES:

1. ALL GRAVESITE GRID MONUMENTS SHOWN SHALL BE LAID OUT BY A

LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR, USING

COORDINATES & BEARINGS SHOWN.

2. COORDINATE INFORMATION SHOWN IS BASED ON THE HORIZONTAL

DATUM TEXAS STATE PLANE SOUTH CENTRAL ZONE NAD83 AND VERTICAL

DATUM NAVD88.

3. WHEN ADJACENT TO CURB AND GUTTER, SITE LAYOUT RADII AND

DIMENSIONING ARE BASED ON TO THE FACE OF CURB/FLOW LINE UNLESS

SHOWN OTHERWISE.

4. ALL EXISTING PAVEMENT MARKINGS/STRIPING REMOVED AS A RESULT OF

MILL AND OVERLAY OPERATIONS TO BE REPLACED IN KIND.

5. REFER TO PAGES 16 - TEMPORARY CONSTRUCTION FENCING PLAN AREA

1, 17 - TEMPORARY CONSTRUCTION FENCING PLAN AREA 2, AND 38 -

FENCE AND GENERATOR LAYOUT PLAN FOR FENCE AND GATE TYPES AND

THEIR LOCATIONS.

6. HC PROJECT #2008130 REFERS TO THE HARRIS COUNTY PROJECT

NUMBER FOR POND PERMITTING.

GRAPHIC LEGEND:

LIMITS OF WORK

MOUNTABLE CURB

AND GUTTER

CONCRETE SIDEWALK

HEADSTONE FACE DIRECTION

PRE-PLACED CRYPTS

STANDARD DUTY

ASPHALT PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

GRAVEL PAVEMENT

OVERSIZED

PRE-PLACED CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

FULL HT.

TAPER

DEPRESSED

REINFORCED GRASSED

SPILLWAY ARMORING

CRYPT UNDER DRAIN CLEAN OUT (TYP.)

CRYPT PERIMETER UNDER DRAIN (TYP.)

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

CONCRETE VALLEY GUTTER

KEY NOTE LEGEND:

FLOWER WATERING STATION (TYP.)

STORM MANHOLE (TYP.)

TYPE 'BB' CURB INLET (TYP.)

TYPE 'A' GRATE INLET (TYP.)

TYPE 'D-1' GRATE INLET (TYP.)

TYPE 'B' INLET RELOCATION (TYP.)

RIP-RAP OUTLET PROTECTION (TYP.)

KEY NO. DESCRIPTION DETAIL/PG

BENCH (TYP.)13

CURB TAPER (TYP.)14

CONCRETE HEADWALL (TYP.)15

MATERIAL STORAGE YARD - NEW CONCRETE PAVEMENT AREA DETAIL

LINE AND CURVE

TABLE REFERENCE:

SEE SHEET CS109 FOR LINE AND

CURVE TABLES.

COORDINATE STAKING NOTE:

SEE SHEETS CS110 THROUGH

CS116 FOR SECTION MARKER

AND FLOWER WATERING

STATION STAKING

COORDINATES.

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EX. WETLANDS

AutoCAD SHX Text 8+40

AutoCAD SHX Text 5+00

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MATCHLINE SEE SHEET CS101CS101

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MATCHLINE SEE SHEET CS105CS105

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GRAPHICAL SCALE: 1" = 30'

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DT503

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CI830

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GRAPHICAL SCALE: 1" = 10'

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MATERIAL STORAGE YARD

REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED

DESIGN INFORMATION WITHIN

THE COLUMBARIUM COMPLEX

R3'

R6'

EXPANSION

JOINT (TYP.)

CONTROL

JOINT (TYP.)

5' TYP.

5.6

6.4

5' TYP.

3.4'

5' TYP.

20.22' 5.2'

3.5

5' TYP.

20'

18.4'5' TYP.

25'

.5'

13'

R10'

R16'

R10'

R16'

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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)…

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File details come from the government source that posted it. Updated Jul 10, 2020.