Attachment 4 - Drawings Civil.pdf

PDF 13 MB Posted

Attached to
Y1DA--580-324 | Replace/Construct Bldg 121 | Houston, TX Federal contract opportunity
Solicitation number
36C77625R0030_1
Issued by
Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI ·

These are civil engineering drawing documents for the Replace Building 121 project at the Michael E. Debakey VA Medical Center in Houston, Texas. The 16-page drawing set includes detailed civil engineering plans covering site layout, topographic survey, demolition, grading, erosion control, pavement details, storm drainage, waterline details, sanitary sewer details, thrust blocking details, erosion control measures, handicap parking details, site utility plans, and a deductive alternate site layout plan.

The drawings comprehensively document the civil engineering aspects of constructing a new 1-story, approximately 14,977 square foot Psychosocial Rehabilitation and Recovery Center (PRRC) building, including site preparation, utility infrastructure, parking areas, drainage systems, and associated site improvements. The documents are marked as "Fully Sprinklered 100% Construction Documents" and were prepared by Ballard CLC, Inc. as the Architect/Engineer of Record, with an issue date of January 24, 2025 and project number 580-324.

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Other files for this federal contract opportunity

Other files attached to Y1DA--580-324 | Replace/Construct Bldg 121 | Houston, TX, newest first.
File Type Posted
Amendment 0006.pdf PDF
Amendment 0006 - Att.pdf PDF
Amendment 0006 - Att.pdf PDF
Amendment 0006 - Att 4 - Updated RFI Log 6-20-25.docx DOCX document
Amendment 0006 - Att. 1 - Mechanical Addendum.pdf PDF
Amendment 0005.pdf PDF
Amendment 0004 - Att. 2 - Bldg. 121 Geotech Report.pdf PDF
Amendment 0004 - Att. 1 RFI Log.docx DOCX document
Amendment 0004.pdf PDF
Amendment 0004 - Att. 6 - RFI 43 Bldg. 121 Floor Plan.pdf PDF
Amendment 0004 - Att. 4 - RFI 55 Contractor Map.png PNG image
Amendment 0004 - Att. 3 - RFI 53 Construction Fence Limit 121.png PNG image
Amendment 0004 - Att. 5 - RFI 48 11 41 00 Food Storage Equipment.docx DOCX document
Attachment A - Spec 01 31 00.01 Project Management and Coordination.pdf PDF
Amendment 0003.pdf PDF
Amendment 0002.pdf PDF
Site Visit Sign-in-sheet..pdf PDF
Site Visit Agenda.pdf PDF
Bldg. 121 Floor plan.pdf PDF
Amendment 0001.pdf PDF
Attachment 13 - Drawings Technology.pdf PDF
Attachment 11 - Drawings Mechanical.pdf PDF
Attachment 12 - Drawings Electrical.pdf PDF
Attachment 10 - Drawings Plumbing.pdf PDF
Attachment 14 - Limitations on Subcontracting - Construction.docx DOCX document
Attachment 1 - Houston Bldg 121 - Specs - Vol 1.pdf PDF
Attachment 5 - Drawings Landscape.pdf PDF
Attachment 3 - Drawings General.pdf PDF
36C77625R0030_1.pdf PDF
Attachment 8 - Drawings Interior.pdf PDF
Attachment 7 - Drawings Architectural.pdf PDF
Attachment 2 - Houston Bldg 121 - Specs - Vol 2.pdf PDF
Attachment 15 - Wage Determination Harris County.pdf PDF
Attachment 6 - Drawings Structural.pdf PDF
Attachment 9 - Drawings Fire Suppression.pdf PDF
Attachment 16 - PPQ.docx DOCX document
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LEGEND

Project Title

Issue Date Checked Drawn

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Drawing TitleCONSULTANTS:

A

M

JBB DBN

GENERAL CIVIL NOTES

# Revisions: Date:

C-100

Office of Construction and Facilities Management Location

Dwg of

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

1 16

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MICHAEL E. DEBAKEY VA

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

ARCHITECT/ENGINEER OF RECORD

07-23-2024 January 24, 2025

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THE TEXAS DEPARTMENT OF HEALTH

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UTILITY TUNNEL HATCH

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FIRE HYDRANT

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WATER VALVE

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SANITARY SEWER MANHOLE

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SANITARY SEWER CLEANOUT

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SANITARY SEWER LINE

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GAS LINE

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UNDERGROUND ELECTRIC LINE

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UNDERGROUND DRAINAGE PIPE

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FENCELINE

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IRRIGATION VALVE

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UGE

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CONTROL POINT

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UGE

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STORM DRAIN MANHOLE

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ELECTRICAL BOX

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STREET LIGHT

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6" PIPE BOLLARD

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BARRIER POLE

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SECURITY CAMERA

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SOIL BORING

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SIGN

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GUTTER DOWNSPOUT

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CATCH BASIN / INLET

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CONCRETE SIDEWALK /

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CONCRETE PAVEMENT

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MISC. CONC. PADS

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DEMOLITION

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1. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFFSITE VIA A VA APPROVED HAUL ROUTE.

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WATER LINE

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4. WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED CONDITIONS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED. .

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SITE PER THE PROPOSED SPOT GRADE ELEVATIONS.

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6. QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR.

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J. BRYAN BUTLER

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J. BRYAN BUTLER

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Project Title

Issue Date Checked Drawn

Drawing Title

Location:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

STAMPCONSULTANTS: Office of Construction and Facilities Management

C-101

OVERALL TOPOGRAPHIC SURVEY

Revisions: Date: BCLC BCLC

SURVEYED BY:

LEE T. BROOM, RPLS

TEXAS REG. NO. 6783

FIRM NO. 10194520

LEGEND

SURVEY CERTIFICATION:

THIS SURVEY SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS SOCIETY OF PROFESSIONAL

SURVEYORS MANUAL OF PRACTICE REQUIREMENTS FOR A CATEGORY 6, CONDITION 1,

TOPOGRAPHIC SURVEY. FEATURES SHOWN HEREON ARE LIMITED TO THE SCOPE-OF-WORK AGREED

UPON BY THE SURVEYOR AND THE CLIENT.

GEODETIC NOTES:

1) HORIZONTAL COORDINATES ARE GRID AND BASED UPON THE TEXAS STATE PLANE COORDINATE

SYSTEM ZONE TEXAS SOUTH CENTRAL (4204) NAD83(2011) (U.S. SURVEY FEET) AS DERIVED

FROM GNSS STATIC OBSERVATIONS POST PROCESSED BY AN NGS OPUS SOLUTION.

2) ELEVATIONS ARE BASED UPON THE NAVD88 DATUM GEOID18 (U.S. SURVEY FEET) AS DERIVED

FROM GNSS STATIC OBSERVATIONS POST PROCESSED BY AN NGS OPUS SOLUTION.

11/30/2022

CAMBRIDGE ST.

LE CAPTAIN AVE.

UTILITY STATEMENT:

GROUND UTILITIES.

THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-

ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS

GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-

IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES

THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-

FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED

NOTES:

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NORTH

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MICHAEL E. DEBAKEY VA

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

ARCHITECT/ENGINEER OF RECORD

January 24, 2025

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ELECTRICAL BOX

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STREET LIGHT

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6" PIPE BOLLARD

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BARRIER POLE

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SECURITY CAMERA

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SOIL BORING

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SIGN

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SDMH TOP=44.14 F.L. 36"=36.65 F.L. 18"=37.89 18"=37.89 F.L. 18"=38.28

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CB TOP=44.60 F.L.=40.45

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SDMH TOP=43.80 F.L. IN=39.90 IN=39.90 F.L. OUT=39.86

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SDMH TOP=43.48 F.L. 36"=38.50 F.L. 18"=39.59 18"=39.59 F.L. 18"=39.71

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CB TOP=43.16 F.L. 24"=40.02

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SDMH TOP=44.52 F.L. 16"=40.19 F.L. 6"=42.64

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CB TOP=44.28 F.L. =43.51

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SDMH TOP=44.12 F.L. IN=40.18 F.L. OUT=38.72

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SDMH TOP=44.50 F.L. OUT=40.65

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SDMH TOP=43.91 F.L. 16"=39.54 F.L. 12"=39.72

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SDMH TOP=43.11 F.L. 36"=36.46 F.L. 18"=38.26

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SDMH TOP=42.61 F.L. 16"=38.24 F.L. 12"=38.81

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SMH F.L. 12"=36.80

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12" CLAY

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12" CLAY

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CB TOP=44.60 F.L. 36"=39.24 F.L. 24"=39.69 24"=39.69 F.L. 36"=39.03

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GUTTER DOWNSPOUT

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CB TOP=44.35 F.L. 40.26

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CB TOP=44.20 F.L. 36"=38.50 F.L. 12"=40.08

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CB TOP=44.65 F.L.=42.36

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GRAVEL AREA (CONCRETE REMOVED)

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PICNIC TABLE

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POLE ARM GATE

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FLUME

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18" RCP

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18" RCP

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18" RCP

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12" RCP

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36" RCP

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16" RCP

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RCB INLET TOP=42.63

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12" RCP

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36" RCP

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BUILDING 121

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1-STORY STUCCO BUILDING 15,290 S.F. F.F.=47.7'

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18" RCP

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6" PVC

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18" RCP

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POLE ARM GATE

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EMERGENCY PHONE

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SIGN

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SIGN

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12" PVC

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36" RCP

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36" RCP

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24" RCP

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18" RCP

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18" RCP

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SDMH TOP=43.70

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CONCRETE

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CONC. S/W

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CONC. S/W

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CONC. SLAB

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CONC. S/W

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20" OAK

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32" OAK

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CONC. S/W

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CONC. S/W

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CONC. S/W

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12 PARKING SPACES

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12 PARKING SPACES

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12 PARKING SPACES

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12 PARKING SPACES

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12 PARKING SPACES

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22 PARKING SPACES

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5 PARKING SPACES

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21 PARKING SPACES

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CATCH BASIN / INLET

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12" RCP

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16" RCP

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PICNIC TABLE

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36" RCP

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CONCRETE SIDEWALK /

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CONCRETE PAVEMENT

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MISC. CONC. PADS

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CP #2 N: 13820838.310 E: 3114350.295 EL.=45.04

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CP #403 N: 13820557.680 E: 3113892.417 EL.=41.98

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8 PARKING SPACES

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1) THIS SURVEY DOES NOT CONSTITUTE: ENVIRONMENTAL SITE ASSESSMENT, WETLANDS DETERMINATION, AutoCAD SHX Text

SUB-SURFACE INVESTIGATION, OR CERTIFICATION OF UN-ENCUMBERED OWNERSHIP.

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2) NO SEARCH FOR EXISTING SERVITUDES, EASEMENTS, OR RIGHTS OF WAY WAS PERFORMED FOR THIS

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SURVEY.

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3) THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP

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COMMUNITY PANEL NO. 48201C0860L DATED 06/18/2007.

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OVERHANG

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OVERHANG

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OVERHANG

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OVERHANG

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OVERHANG

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5 PARKING SPACES

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CONC. S/W

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CONC. S/W

EXIST. SDMH TOP=44.09 F.L. 36"=32.46

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CAMBRIDGE ST.

DEMOLITION KEYNOTES:

CD-101

JBB DBN

DEMOLITION PLAN

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Revisions: Date

Drawing Title Project Title

Location

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VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn U.S. Department of Veterans Affairs# 3 16

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

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January 24, 2025

REPLACE BUILDING 121

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

MICHAEL E. DEBAKEY VAMC

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

07-23-2024

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1. REMOVE EXISTING BUILDING AND FOUNDATION WITH ALL UTILITIES (CUT & CAPPED). 2. REMOVE CONCRETE BUILDING RAMPS AND HANDRAILS. 3. REMOVE CONCRETE SIDEWALK. 4. REMOVE CONCRETE STEPS, STOOP, AND HANDRAILS. 5. REMOVE CONCETE STOOP AND HANDRAILS. 6. REMOVE AND BACKFILL EXISTING 12" PVC STORM DRAIN PIPE 7. REMOVE FENCING AND GATE. 8. REMOVE CONCRETE 2' X 3' A/C PADS. 9. REMOVE AND DISPOSE OF HANDICAP WHEEL STOPS AND SIGNAGE. 10. REMOVE EXISTING CATCH BASIN. 11. REMOVE AND BACKFILL EXISTING 24" DRAINAGE PIPE. 12. SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT. 13. REMOVE CONCRETE CURBING. 14. REMOVE AND DISPOSE OF PICNIC TABLE. 15. REMOVE EXISTING PARKING STRIPING. 16. REMOVE, CUT AND CAP EXISTING CLEANOUTS. 17. REMOVE, CUT AND CAP EXISTING IRRIGATION VALVES. 18. CUT AND CAP EXISTING SEWER SERVICE. 19. REMOVE NINE (9) EXISTING PIPE BOLLARDS. 20. REMOVE EXISTING CONCRETE SIDEWALK RAMP. 21. REMOVE (5) WHEELCHAIR SIGNS ALONG CURB (TYP). 22. REMOVE 66 INCHES OF NATIVE SOILS TO LIMITS SHOWN. (7 FEET BEYOND FOOTPRINT OF NEW BLDG. 121) AND REPLACE WITH SELECT FILL (SEE STRUCTURAL).

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BUILDING 121

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(1-STORY STUCCO BUILDING) (15,290 S.F. F.F.=47.7')

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8 (TYP)

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17 (TYP)

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15 (TYP.-ALL WITHIN CONST. LIMITS)

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LIMITS OF PAVEMENT REMOVAL TO BACK OF CURB.

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(TYP) 16

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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12" PVC

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36" RCP

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36" RCP

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18" RCP

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18" RCP

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36" RCP

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24" RCP

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LIMITS OF CONSTRUCTION

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EXISTING SIDEWALK

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(TYP)

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36" RCP

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END CURB REMOVAL

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ROOM

RISER

FIRE

40 20

GRADING LEGEND:

CAMBRIDGE ST.

CG-101

NEW BUILDING

F.F.= 46.80

JBB DBN

GRADING PLAN

Revisions: Date

Drawing Title Project Title

Location

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn U.S. Department of Veterans Affairs# 4

NORTH

A

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D o c s H o u s t o n

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NOTE:

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

07-23-2024 January 24, 2025

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CB TOP=44.60 F.L.=40.45

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EXIST. SDMH TOP=43.48 F.L. 36"=38.50 F.L. 18"=39.59 18"=39.59 F.L. 18"=39.71

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SDMH TOP=44.52 F.L. 16"=40.19 F.L. 6"=42.64

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CB TOP=44.28 F.L. =43.51

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SDMH TOP=44.50 F.L. OUT=40.65

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EXIST. CB TOP=44.20 F.L. EXIST. 36"=38.50 F.L. NEW 24"=38.50 F.L. NEW 36"=38.50

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12" PVC

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36" SD PIPE

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NEW CB TOP=44.20 F.L. 36"=38.06±

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NEW CB TOP=44.70±F.L. NEW 24"=38.78 F.L. NEW 24"=38.78 F.L. EXIST. 12"=41.00±

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FIRE

40 20

NORTH

EROSION CONTROL KEYNOTES:

CAMBRIDGE ST.

CJ-101

JBB DBN

EROSION CONTROL PLAN

Revisions: Date

Drawing Title Project Title

Location

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn U.S. Department of Veterans Affairs#

REPLACE BUILDING 121

5 16

A

M A u t o d e s k

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C e n t e r A

B

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V

A B

L D

G

S

H E

L L r v t

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

07-23-2024 January 24, 2025

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1. INSTALL SILT FENCING 2. INSTALL STORM INLET PROTECTION

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FIRE

40 20

NORTH

SITE LAYOUT KEYNOTES:

CAMBRIDGE ST.

CS-101

JBB DBN

SITE LAYOUT PLAN

Revisions: Date

Drawing Title Project Title

Location

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn U.S. Department of Veterans Affairs#

DETAIL 'A'

DETAIL 'A'

A

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V

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M e d i c a l

C e n t e r A

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V

A B

L D

G

S

H E

L L r v t

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

07-23-2024 January 24, 2025

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1. NEW BUILDING 2. NEW CONCRETE PAVING 3. NEW CONCRETE SIDEWALK 4. NEW 6" CONCRETE BARRIER CURB 5. GRASS LANDSCAPING AREAS 6. NEW PARKING STRIPING 7. (11) REMOVABLE BOLLARDS AT 4' MAX. SPACING 8. TREES (PER LANDSCAPING PLAN) 9. NEW 36" STORM DRAIN PIPE FROM EXISTING CATCH BASIN TO NEW CATCH BASIN 10. INSTALL NEW CATCH BASIN OVER EXISTING 12" DRAIN PIPE 11. NEW 24" STORM DRAIN PIPE FROM NEW CATCH BASIN TO EXISTING CATCH BASIN 12. INSTALL NEW CATCH BASIN OVER EXISTING 24" DRAIN PIPE 13. PLANTERS AT 6' SPACING (SEE LANDSCAPING PLANS) 14. NEW DUMPSTER PAD (SEE ARCHITECTURAL PLANS FOR DUMPSTER LOCATION) 15. ELECTRIC TRANSFORMER PAD (ANCHOR EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS) 16. CHILLER PAD (ANCHOR EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS) 17. INSTALL NEW CATCH BASIN OVER EXISTING 36" STORM DRAIN PIPE 18. NEW BOULDER SEATING (SEE LANDSCAPING PLANS) 19. NEW 24" STORM DRAIN PIPE 20. PROTECT EXISTING TREES DURING CONSTRUCTION 21. HANDICAP RAMP 22. PAINT VERTICAL EDGE OF TRANSFORMER PAD YELLOW AND A 4" WIDE HORIZONTAL YELLOW STRIP ACROSS FRONT OF TRANSFORMER PAD 23. TAPER CURB 24. TACTILE WARNING DEVICES 25. BLOCK SCREEN WALL (3 SIDES) (SEE ARCHITECTURAL PLANS) 26. RESTRIPE PARKING AREA 27. RESTRIPE (1) PARKING SPOT AS A NO PARKING AREA 28. NEW CATCH BASIN (SEE ARCHITECURAL) 29. NEW 6" PVC STORM DRAIN PIPE FROM ROOF DRAIN CATCH BASINS TO NEW CATCH BASIN 30. PROVIDE FLUSH TRANSITION BETWEEN PAVING AND SIDEWALK ALL ALONG HANDICAP PARKING SPACES

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12" PVC

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EXIST

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DROP OFF AREA

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NO PARKING

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11' WIDE CONCRETE ENTRANCE DRIVE

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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LIMITS OF CONSTRUCTION

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36" RCP

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RAMP UP 0.5'

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(2) BOLLARDS AT 4' SPACING

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CONCRETE WALK

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SCALE: 1"=10'

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SEE

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END NEW CURBING

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UNDERGROUND ELECTRICAL MANHOLE (APPROX. LOCATION)

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CHILLER

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CHILLER

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ELECTRICAL TRANSFORMER

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NO PARKING

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5' CONCRETE SIDEWALK

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FIRE

0 2010

NORTH

CS-102

JBB DBN

ENLARGED SITE PLAN

Revisions: Date

Drawing Title Project Title

Location

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn U.S. Department of Veterans Affairs# 7

NEW

BUILDING

A

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D o c s H o u s t o n

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L L r v t

MICHAEL E. DEBAKEY VAMC

REPLACE BUILDING 121

LEGEND

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

07-23-2024 January 24, 2025

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SD

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SD

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BFP

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BFP

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(TYP)

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BACK OF CURB INTERSECTION N: 13820951.1310 E: 3114052.7130

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BUILDING CORNER N: 13820889.1624 E: 3114037.0199

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CONTROL POINT N: 13820887.5260 E: 3114015.8420

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CONCRETE SIDEWALK

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HANDICAP RAMP

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NOTE: ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE.

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5' CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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(TYP)

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BUILDING CORNER N: 13820711.0544 E: 3114080.4329

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EXISTING NEW

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CJ (TYP)

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8.0' (TYP)

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10.0' (TYP)

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CJ (TYP)

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4' CURB TRANSITION

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NEW CHILLER

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NEW CHILLER

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NO PARKING

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CJ (TYP)

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ELECTRICAL TRANSFORMER

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GRASS AREA

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GRASS AREA

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NO PARKING

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END SCREEN WALL

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TYP

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(TYP)

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CONCRETE BOLLARD LIGHT POLE ELECTRIC BOX UNDERGROUND ELECTRIC MANHOLE

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AutoCAD SHX Text WATER LINES STORM DRAIN PIPE CONCRETE CONSTRUCTION JOINT CONCRETE EXPANSION JOINT

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CONCRETE PAVING

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MISC. CONCRETE PAVING (PARKING, SIDEWALKS, EQUIPMENT PADS, ETC.)

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SURVEY CONTROL POINT (1/2" IRON ROD WITH CAP)

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STORM DRAIN INLET

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UNDERGROUND ELECTRIC LINE

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TREES

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GRASS AREA

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J. BRYAN BUTLER

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AutoCAD SHX Text 79708

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J. BRYAN BUTLER

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PORTLAND CONC.

JOINT DETAIL "A"

JOINT DETAIL "B"

TYPICAL 6" CONCRETE PAVEMENT SECTION

EXPANSION JOINT (E.J.)

CONSTRUCTION JOINT (L.C.J.)

KEYED CONTRACTION JOINT (K.J.)

CONTRACTION JOINT (C.J.)

MOUNTABLE TYPE

CURB AND GUTTER DETAIL

TYPICAL CURB STEEL REINFORCEMENT

DETAIL A

HEAVY DUTY (DUMPSTER AREA)

TYPICAL 8" PAVEMENT SECTION

CURB TRANSITION DETAIL

SIDEWALK DETAILS

EQUIPMENT PAD SECTION

PARTS LIST

ITEM

QTY

PART NUMBER DESCRIPTION MATERIAL WEIGHT

1 1 R7464

R7464 Removable Bollard Assembly Carbon Steel, Grade Q235

35 lbs

2 1 R7464R R7464R Removable Bollard Receiver

Steel Hot Dip Galvanized

8 lbs

3 1 R7464RC R7464RC Removable Bollard Receiver Cover

Steel Hot Dip Galvanized

5 lbs

4 1

Reflective Tape (Optional) Optional Refective Tape, Max. 1-1/8" Width

Plastic

N.T.S.

SECTION

REMOVABLE PIPE BOLLARD DETAIL

B-B

B-B

CT-101

JBB DBN

PAVEMENT DETAILS

Revisions: Date

Drawing Title Project Title

Location

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn U.S. Department of Veterans Affairs# 8 16 © COPYRIGHT Apogee Consulting Group, P.A.

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MICHAEL E. DEBAKEY VA

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

07-23-2024 January 24, 2025

AutoCAD SHX Text 1/8"

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SIDEWALK SECTION

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SIDEWALK WIDTH

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FINISH GRADE

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RED WOOD EXPANSION BOARD

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TOOLED JOINT

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SEE PLANS

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(MIN. 3000 P.S.I. @ 28 DAYS)

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6:1 (MAX.)

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6:1 (MAX.)

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(MAX. SPACING @ 25' ANY DIRECTION)

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SIDEWALK "TOOLED JOINT"

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PORTLAND CONC.

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TOOLED EDGE

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SIDEWALK "EXPANSION JOINT"

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VARIES

AutoCAD SHX Text 4" SCARFIRED & RECOMPACTED SUBGRADE NOT LESS THAN 90% STD. PROCTOR DENSITY (ASTM 698) (TYP.)

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TYPICAL JOINT SPACING TO EQUAL WIDTH

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PORTLAND CONC. (TYP.)

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SLOPE 1/4" PER. FT.(MAX)

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TOOLED EDGE

AutoCAD SHX Text MAX. JOINT SPACING SHALL BE EQUAL TO WIDTH INTERSECTING JOINTS SHALL BE 90^. (TYP.)

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NOTE: ALL SIDEWALKS TO BE REINFORCED WITH WWF.

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JOINT SEALANT

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34" RED WOOD JOINT FILLER

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AT 24" O.C. (DEFORMED)

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1/2 OF PAVEMENT

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THICKNESS

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#4 BARS 24" LONG

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SEE PLANS

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JOINT SEALANT

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SAWED JOINT

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FOAM FILLER MATERAL

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SUBGRADE

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SUPPORT PIN

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G-SEAL PERMINATE KEYWAY CAP

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METAL KEYWAY

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ALL SMOOTH BARS SHALL BE

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INSTALLED IN A HORIZONTAL

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POSITION AND PROPER SUPPORT

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APPARATUS SHALL BE INSTALLED

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TO INSURE THIS POSITION.

AutoCAD SHX Text #6 BARS x 30" LONG

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@ 24" O. C. (DEFORMED)

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1/2 OF PAVEMENT THICKNESS

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JOINT SEALANT W/

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3/4" PREMOULDED FILLER

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(SEE DETAIL "B")

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TOOLED EDGE (1/2" R.)

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SMOOTH BAR

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APPROVED ASPHALTIC SEALANT.

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PREMOLDED FILLER

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3/4" MIN.

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PLASTIC TUBE

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WITH BAR GREASED

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3/4" THICK REDWOOD EXPANSION JOINT.

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THICKNESS

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1/2 OF PAVEMENT

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1/2" TO 3/4" MIN.

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SEE PLANS

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SEE PLANS

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#6 SMOOTH BAR 1'-6" LONG @ 18" O.C.

AutoCAD SHX Text PORTLAND CEMENT CONCRETE (6" THICK) (4000 psi @ 28 days) 12" DENSITY CONTROLLED SELECT FILL (MIN.) (95% STANDARD PROCTOR)(ASTM D-698)(SEE NOTE) ADEQUATELY PROOFROLLED SUBGRADE OR COMPACTED LOW PLASTICITY STRUCTURAL FILL

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AT 24" O.C. (DEFORMED)

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1/2 OF PAVEMENT

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THICKNESS

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#4 BARS 24" LONG

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JOINT SEALANT W/

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PREMOLDED FILLER

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(SEE DETAIL "B")

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TOOLED EDGE (1/2" R.)

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SEE PLANS

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SUPPORT PIN

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AutoCAD SHX Text PORTLAND CEMENT CONCRETE (8" THICK) (4000 psi @ 28 days) W/ #4 REBAR @ 12" O.C.E.W. 12" DENSITY CONTROLLED SELECT FILL (MIN.) (95% STANDARD PROCTOR)(ASTM D-698) ADEQUATELY PROOFROLLED SUBGRADE OR COMPACTED LOW PLASTICITY STRUCTURAL FILL

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SUBGRADE

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NEW CURB

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MIN.

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MIN.

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#3 BARS

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OUTSIDE EDGE OF EQUIPMENT

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NOTE: CONTRACTOR SHALL COORDINATE PAD SIZE WITH EQUIPMENT SIZE.

AutoCAD SHX Text SET TOP EDGE OF RECEIVER APPROX. " ABOVE GRADE TO 14" ABOVE GRADE TO REDUCE THE POSSIBILITY OF GROUND WATER SEEPAGE INTO RECIEVER

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NUMBER OF KEYS INCLUDED: 2

AutoCAD SHX Text 35 "58"

AutoCAD SHX Text 412"

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18" WALL

AutoCAD SHX Text 612"

AutoCAD SHX Text 14"

AutoCAD SHX Text 6 "34"

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15" MIN.

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12" MIN.

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CONCRETE

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DRAIN ROCK

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GRADE

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AutoCAD SHX Text MANUFACTURER: RELIANCE FOUNDRY MODEL: BOLLARD R-7464 REMOVABLE SIZE: 35 " HT. ABOVE GRADE, 4.5" DIA. 58" HT. ABOVE GRADE, 4.5" DIA. COLOR: BLACK-POWDER COATED (OR APPROVED EQUAL)

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J. BRYAN BUTLER

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AutoCAD SHX Text 79708

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J. BRYAN BUTLER

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PLAN VIEW - CATCH BASIN (CB-01)

SECTION - CATCH BASIN (CB-01)

TRENCH DETAIL FOR HDPE OR A2000 PVC

STORM DRAIN PIPE

VULCAN V-5700

CT102

CT102

CT102

CT102

EHRM HANDHOLE SECTION

CT102

DUCT BANK SECTION

CT102

CT-102

JBB DBN

STORM DRAINAGE AND

EHRM HANDHOLE DETAILS

Revisions: Date

Drawing Title Project Title

Location

Dwg of

VA FORM 08-6231

Office of

Construction and Facilities

Management

CONSULTANTS:

ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn U.S. Department of Veterans Affairs# 9 16

A

M A u t o d e s k

D o c s H o u s t o n

V

A

M e d i c a l

C e n t e r A

B

C L

C

V

A B

L D

G

S

H E

L L r v t

MICHAEL E. DEBAKEY VA

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

580-324

# 121

FULLY SPRINKLERED

100% CONSTRUCTION DOCUMENTS

07-23-2024 January 24, 2025

AutoCAD SHX Text

PATTERN NO.

AutoCAD SHX Text V-5724-1

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AutoCAD SHX Text 10 1/2

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OR APPROVED EQUAL

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#4 REBAR @ 12" O.C.

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EACH WAY

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S.D. PIPE

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CONC. WALL

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CONC. WALL

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S.D. PIPE

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S.D. PIPE

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MIN.

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MIN.

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4" THICK BEDDING MATERIAL

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PIPE O.D. +2'-0" MIN.

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PIPE O.D. +2'-4" MIN.

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PIPE O.D. +2'-0" MIN.

AutoCAD SHX Text (V-5724-1)

AutoCAD SHX Text (V-5724-1)

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OD

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OD

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6" MIN.

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SLOPE VARIES W/SOIL

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CONDITIONS. REFER TO

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OSHA REQUIREMENTS

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FOR SLOPE.

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FINAL BACKFILL

AutoCAD SHX Text O.D. +12"

AutoCAD SHX Text 1/2

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NOTE:

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1. TO PREVENT FLOTATION OR DISLOCATION DURING INITIAL BACKFILLING,

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CONTRACTOR SHALL SECURE PIPE FROM VERTICAL & HORIZONTAL

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MOVEMENT AT 8' INTERNALS OR TO THE SATISFICATION OF THE

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ENGINEER DURING HAUNCHING INITIAL BACKFILL OPERATIONS.

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(MIN. 2 STRAPS PER JOINT)

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2. SOFT FOUNDATIONS MAY REQUIRE ADDITIONAL BEDDING.

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INITIAL BACKFILL

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(BEDDING MATERIAL)

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(SELECT MATERIAL)

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SCREW TYPE

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ANCHOR

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PIPE TIE DOWN

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STRAP, 2 PER

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JOINT(MIN.)

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2" BEDDING MATERIAL

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(STONE)

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HAUNCHING

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4"-6" LIFTS

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(BEDDING MATERIAL)

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(STONE)

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DEPTH

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VARIES

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NON

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TRAFFIC

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CAST IRON GRATE

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& FRAME

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OR APPROV. EQUAL

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CAST IRON GRATE

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& FRAME

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OR APPROV. EQUAL

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FINISH GRADE

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PIPE O.D.

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BOX WIDTH

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BOX WIDTH

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BOX WIDTH

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#4 BARS @

AutoCAD SHX Text 8" o.c. e.w.

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#6 BARS @

AutoCAD SHX Text 6" o.c. e.w.

AutoCAD SHX Text

#6 BARS @

AutoCAD SHX Text 6" o.c. e.w.

AutoCAD SHX Text 8"

AutoCAD SHX Text 2'-1 "78"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text S.D.

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PIPE

AutoCAD SHX Text 2'-1 "78"

AutoCAD SHX Text 8"

AutoCAD SHX Text S.D.

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PIPE

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PIPE

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VARIES

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VARIES

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VARIES

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VARIES

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VARIES

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VARIES

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PIPE

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6" THICK

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CONCRETE

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SEE SPECS.

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DEPTH VARIES

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G/SQ

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F/SQ

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A/SQ.

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AutoCAD SHX Text 17" x 10" CONCRETE ENCASED DUCT BANK

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GRADE

AutoCAD SHX Text 2'-6"x 2-6"x2' HANDHOLE

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FINISH FLOOR EL.=46.80

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EXTERIOR WALL

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BUILDING LINE

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TO HANDHOLE

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(2) 4" CONDUITS

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AutoCAD SHX Text N.T.S.

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BOTTOM OF CONCRETE FOOTING EL.=43.80

AutoCAD SHX Text 17" x 10" CONCRETE ENCASED DUCT BANK

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TOP OF DUCTBANK=41.80

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J. BRYAN BUTLER

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