CS-202A - ALTERNATE ADD IF CATE TERRACE DEDUCT IS ACCEPTED (Addendum 1).pdf
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- Attached to
- Y1LB--580-16-102 Road Repairs on VA Campus
- Solicitation number
- 36C25623R0048
About this file
This pre-solicitation notice is for road repairs on a VA medical center campus. The Michael E. DeBakey VA Medical Center in Houston, Texas requires road repairs and alterations through a firm-fixed price construction contract valued between $2-5 million. The work includes general construction, civil, drainage, mechanical, electrical and utility relocation according to provided drawings and specifications. The period of performance is 180 days from notice to proceed. The solicitation will be issued as a request for proposals on or around February 1, 2023 electronically. This is a 100% service-disabled veteran-owned small business set-aside requiring at least 25% of labor costs to be spent on SDVOSB employees. Offerors must register on websites including Vendor Information Pages and SAM and complete representations and certifications by the proposal due date. The NAICS code is 237310 with a $45 million small business size standard.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| GEO REPORT - VA Campus.pdf | ||
| 36C25623R0048 0001.docx | DOCX document | |
| Clarifications.pdf | ||
| Combined Underground Utilities Drawings.pdf | ||
| Price Sheet 4-4-2023.docx | DOCX document | |
| 321216 - Asphalt Paving.pdf | ||
| CS-100 - OVERALL LAYOUT-(Addendum 1) 4-4-2023.pdf | ||
| CampusMap_August2021.pdf | ||
| 580-16-102 Project Specifications.pdf | ||
| SF24 Bid Bond.pdf | ||
| 580-16-102 Project Drawings Part I.pdf | ||
| Price Breakdown.docx | DOCX document | |
| 580-16-102 Statement of Work.docx | DOCX document | |
| 580-16-102 Project Drawings Part II.pdf | ||
| Solicitation 36C25623R0048.docx | DOCX document | |
| DOL Wage Determinations TX20230038 dated 1-6-23.pdf | ||
| 36C25623R0048.docx | DOCX document |
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Text version
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Revision # Date
22-008VA HOUSTON REPAIR ROADS-REWORK
NA
DRAWING NUMBER
VA PROJECT NUMBER
DATE
PROJECT TITLE
BUILDING NUMBERPROJECT LOCATION
CHECKED DRAWN
APPROVED: CHIEF, FACILITIES MANAGEMENT
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1 2 3 4 5 6 7 8 9
A
VA FORM 08-6231
Office of Construction and Facilities Management
DWG.
CONSULTANTS
APPROVED: DIRECTOR
APPROVED: ASSOCIATE DIRECTOR
APPROVED: ASSISTANT DIRECTOR
APPROVED: ACDS, RESEARCH AND DEVELOPMENT
1 2 3 4 5 6 7 8 9
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SHEET TITLE
KWB DMH
MICHAEL E. DEBAKEY
VA MEDICAL CENTER
2002 HOLCOMBE BLVD
HOUSTON, TX 77030-4298
11/07/2022
CIVIL ENGINEER
100% CONSTRUCTION DOCUMENTS
TBPE FIRM REG NO. 8856
SURVEYOR
LUPHER, LLC
TEXAS PROFESSIONAL LAND
SURVEYORS
TBPLS FIRM REGISTRATION
NO. 10193807
5421 BRYSTONE DRIVE,
HOUSTON, TX 77041
(281) 501-8718
H2B, INC.
1225 N. LOOP WEST
SUITE 800
HOUSTON, TX 77008
(713) 864-2900
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KENNETH W. BRYANT
85229
03/08/2023
1 ADDENDUM 1
20' 40'
SCALE: 1" = 20'
ALTERNATE ADD IF CATE TERRACE
PAVEMENT DEDUCT IS ACCEPTED
CS202A
M
AT
C
H
LI
N E
ST
A
+6
BENCHMARK: .
FLOODPLAIN REFERENCE MARK NUMBER 040105 IS AN HCFCD
BRASS DISK STAMPED D100 BM 14 ON BRIDGE AT BRAESWOOD
BOULEVARD & BRAYS, S. OF HOLCOMBE BOULEVARD LOCATED
ON DOWNSTREAM, E. SIDEWALK OF BRIDGE, AT STREAM
CENTER IN KEYMAP 533E IN THE BRAYS WATERSHED NEAR
STREAM D100-00-00.
ELEVATION 43.68 FEET NAVD 1988, 2001 ADJUSTED
NOTES: .
1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED
ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL
VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO
COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY
LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS BEFORE
PROCEEDING WITH ANY EXCAVATION TO LOCATE PUBLIC
UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.
2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS
OTHERWISE NOTED.
3. WHERE SAWCUTTING EXISTING PAVEMENT PERFORM FULL
DEPTH SAW CUT. USE HORIZONTAL DOWELS. DOWELS SHALL
BE GRADE 60 BARS, 24-INCHES LONG, DRILLED AND EMBEDDED
12-INCHES INTO THE CENTER OF THE EXISTING SLAB WITH PO
ROC, OR APPROVED EQUAL. DOWELS SHALL BE 12-INCHES
CENTER-TO-CENTER, UNLESS OTHERWISE SPECIFIED.
4. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN SCHEMATIC
REPRESENTATION ONLY. LIMITS OF DEMOLITION TO BE VERIFIED
IN FIELD BY CONTRACTOR.
5. ALL DEMOLISHED MATERIAL TO BE DISPOSED OF OFF-SITE BY
CONTRACTOR.
6. WHERE REPLACING PAVEMENT, REMOVE EXISTING PAVEMENT,
BASE, AND CURB TO LIMITS SHOWN. CONSTRUCT NEW
PAVEMENT TO MATCH EXISTING ELEVATIONS WHERE
CONNECTING TO EXISTING PAVEMENT.
7. WHERE REPLACING SIDEWALK, REMOVE EXISTING CONCRETE TO
NEAREST JOINT. CONSTRUCT NEW CONCRETE SIDEWALK TO
MATCH EXISTING ELEVATIONS WHERE CONNECTING TO EXISTING
SIDEWALK.
8. SOD OR HYDRO-MULCH ALL DISTURBED AREAS.
9. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5% GRADE AND
SHALL HAVE 5' LEVEL LANDINGS AT TOP AND BOTTOM OF RAMP.
RAMPS THAT HAVE CHANGE IN HEIGHT GREATER THAN 6" SHALL
HAVE HANDRAILS IN ACCORDANCE WITH ADA ACCESSIBILITY
STANDARDS. SIDEWALK SLOPES SHALL NOT EXCEED 3% AND
CROSS-SLOPE SHALL NOT EXCEED 2%.
10. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT
CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS THAN
0.35%.
11. WHERE PLACING NEW CURB INLETS ADJACENT TO EXISTING
PAVEMENT, PROVIDE INLET BOXOUT TO INCLUDE A 4-INCH
GUTTER DEPRESSION, AS SHOWN ON DETAIL 4/CS701.
12. CONTRACTOR TO VERIFY FLOWLINE AT ALL EXISTING INLETS
PRIOR TO BEGINNING CONSTRUCTION.
LEGEND: .
NEW NORTHBOUND PROFILE GRADE LINE (PGL)
NEW SOUTHBOUND PROFILE GRADE LINE (PGL)
PLAN VIEW:
PROFILE VIEW:
SAWCUT LINE
NEW STORM SEWER & MANHOLE
NEW 5-FOOT WIDE, 4 12" THICK CONCRETE
SIDEWALK REPLACEMENT (SEE NOTE 7)
NEW CONCRETE REPLACEMENT LIMITS
MATCH EXISTING(M.E.)
KEYED NOTES: .
REPLACE TO NEAREST EXISTING JOINT (SEE NOTE 3)
NEW 7" CONCRETE (ROADWAY REPLACEMENT) (SEE NOTE 6)
NEW 6" CONCRETE (PARKING REPLACEMENT) (SEE NOTE 6)
DEMOLITION NOTES:
PROPOSED NOTES:
J
SAWCUT (FULL DEPTH) (SEE NOTE 3)S
NEW 5-FOOT WIDE, 4 12" CONCRETE SIDEWALK (SEE NOTE 7)3
NEW 6" CONCRETE CURB4
NEW ADA RAMP @ 5% MAX SLOPE WITH TRUNCATED DOMES
DETECTIBLE WARNING STRIP5
ADJUST INLET TOP TO NEW GRADE6
NEW RETAINING WALL (RE: 3/CS702)7
EXISTING NORTHBOUND SOUTH GUTTER LINE
EXISTING SOUTHBOUND NORTH GUTTER LINE
NEW STORM SEWER & TYPE "A" GRATE INLET
NEW STORM SEWER & TYPE "C" CURB INLET
NORTHBOUND / SOUTHBOUNDNB / SB
ADJUST EXISTING FEATURE TO FINISHED GRADEA
REMOVE EXISTING STORM SEWER FEATURER
W
ES
T
AD
M
IN
R O
AD
CATE TERRACE
NEW ADA RAMP @ 5% MAX (RE: 5/CS702)5b
NEW ADA RAMP @ 5% MAX (RE: 2/CS702)5c
NEW ADA RAMP @ MAX (RE: 4/CS702)5a
REMOVE EXISTING HANDRAIL ALONG CURBRH
NEW ELECTRICAL LINEE
NEW ADA RAMP @ 5% MAX (RE: 1/CS702)5d
NEW NORTH & SOUTH PGL
(NORTH & SOUTH GUTTERS)
03/08/202303/23/2023
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