2018-0060_Civil_Rev Demo plan.pdf
PDF 812 KB Posted
- Solicitation number
- 36C26120B0011
About this file
This package includes construction documents for a demolition plan and related federal contract opportunity notice. The demolition plan drawings outline the scope of work for an upcoming site redevelopment project located at the VA Northern California Health Care System campus in Mather, California. The work includes clearing the site, removing existing fencing, storage containers, pavement and utilities to the specified limits, and protecting designated infrastructure to remain. The federal contract opportunity is a pre-solicitation notice for invitation for bid 36C26120B0011 to construct a new 107,550 square foot parking lot as part of the Mather Land Development Project. The estimated value is between $2 million and $5 million. The solicitation will be a total SDVOSB set-aside, with proposals accepted only from qualified VIP-verified and SAM-registered SDVOSBs. The solicitation is scheduled for release on or after April 21, 2020 and will include all proposal submission instructions. The work will be awarded and overseen by VA Network Contracting Office 21 and Veterans Health Administration VISN 21.
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APN 067-0010-063-0000
FE
MO
YE
R
ST
Revisions: Date
Drawing Title:
Approved: Project Director
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
CONSULTANTS: PROJECT MANAGER:
ACG Project Number
A
M
SHEET NOTES:
E D
C B
A
2 3 4 5 6 7
E D
C B
A
1 2 3 4 5 6 7
Date Checked Drawn
KEY PLAN
MATHER LAND
DEVELOPMENT
MATHER VA
10535 HOSPITAL WAY
MATHER, CA 95655
18-168
JANUARY 22, 2020
612-121
100% CONSTRUCTION DOCUMENTS
215 West Oak Street Suite 800A
Fort Collins, CO 80521
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Calibre
711 E Daily Drive, Suite 107
Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com
Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
RC BB/SC
DEMOLITION PLAN
CD101
NOTICE TO CONTRACTORS
R
Callbefore you dig.
below.Know what's
DEMOLITION CONSTRUCTION NOTES / LEGEND
DEMOLITION NOTES
AutoCAD SHX Text 2017-12131802 O.R.
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5' WROUGHT IRON FENCE
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20" TALL CUTOFF POWER POLES
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AutoCAD SHX Text No. 69614
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EXP. 6/30/20
AutoCAD SHX Text CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES
AutoCAD SHX Text LIMITS OF DISTURBANCE. REMOVE EXISTING VEGETATION TO LIMITS OF DISTURBANCE. REMOVE EXISTING FENCE. REMOVE EXISTING STORAGE CONTAINERS. PROTECT EXISTING POWER POLE. REMOVE EXISTING POWER POLE. PROTECT EXISTING STREET LIGHT. PROTECT EXISTING TRAFFIC SIGN. PROTECT EXISTING FIRE HYDRANT. SALVAGE AND REATTACH EXISTING SIGNS "US GOVT. PROPERTY NO TRESPASSING". PROTECT EXISTING UTILITIES AND VAULTS.
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1. CLEAR, GRUB, REMOVE ALL VEGETATION, STRUCTURES, FENCES AND PAVEMENT WITHIN CLEAR, GRUB, REMOVE ALL VEGETATION, STRUCTURES, FENCES AND PAVEMENT WITHIN THE LIMITS OF DISTURBANCE. 2. THE LIMITS OF PAVEMENT REMOVAL SHOWN HEREON ARE PROVIDED FOR INFORMATION THE LIMITS OF PAVEMENT REMOVAL SHOWN HEREON ARE PROVIDED FOR INFORMATION ONLY. THIS PLAN DOES NOT ACCOUNT FOR REMOVALS OF POTENTIAL HAZARDOUS MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SCOPE AND EXTENT OF REMOVALS. 3. ALL BACK FILLING OF THE FOOTING, EXCAVATION, TRENCHING, HOLES, OVER EXCAVATION, ALL BACK FILLING OF THE FOOTING, EXCAVATION, TRENCHING, HOLES, OVER EXCAVATION, ETC. DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND APPROVAL. THE COMPACTION OF ALL EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE PER THE GEOTECHNICAL ENGINEER'S REQUIREMENTS. IN ROADWAYS & UNDER SLABS THE UPPER 2 FEET OF BACKFILL SHALL BE COMPACTED NATIVE. 4. ANY UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED PER THE ANY UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY AND AS APPROVED BY THE GOVERNING AGENCY. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE COURSE OF CONSTRUCTION OF ALL BUILDINGS AND SITE FEATURES ITEMS SUCH AS, BUT NOT LIMITED TO CATCH BASINS, CONDUIT, TELEPHONE AND POWER POLES, FENCING, RETAINING WALLS, GAS LINES, OIL LINES, GASOLINE LINES, FIRE AND WATER SERVICE ASSEMBLIES, CONCRETE CURB, GUTTER AND SIDEWALK, TREES, BUSHES AND PLANT MATERIAL, ETC. BOTH ON-SITE AND OFF-SITE. THE CONTRACTOR SHALL PROVIDE ALL REPAIRS, MAINTENANCE, SHORING, SUPPORT, ETC. TO MAINTAIN ALL FEATURES DESIGNATED TO REMAIN IF DAMAGED. NOTIFY ARCHITECT/ENGINEER IF ANY DISCREPANCIES EXIST OR IF CLARIFICATIONS ARE REQUIRED. 6. COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE CONSTRUCTION SITE. PROTECT OPEN EXCAVATION, TRENCHES, ETC., WITH FENCES, COVERS, OR RAILINGS AS REQUIRED TO MAINTAIN SAFE PEDESTRIAN AND VEHICLE TRAFFIC. MAINTAIN DESIGNATED SITE ACCESS FOR VEHICLE AND PEDESTRIAN TRAFFIC. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE FINISHED CONDITION OF HIS WORK. BEFORE THE CONTRACTOR IS RESPONSIBLE FOR THE FINISHED CONDITION OF HIS WORK. BEFORE WORKING OVER BACKFILL OR SIMILAR WORK COMPLETED BY OTHER CONTRACTORS, VERIFY THAT SUCH WORK HAS BEEN PROPERLY BACKFILLED AND COMPACTED. NOTIFY THE ENGINEER PROMPTLY IN WRITING IF ANY CONDITIONS DO NOT MEET THE PROPER STANDARDS. WITHOUT EXTRA COST TO THE OWNER, ALL FEATURES DAMAGED IN THE PERFORMANCE OF ALL WORK SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. 8. ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE OWNER WILL RETAIN THE GEOTECHNICAL ENGINEER TO INSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT. 9. CONTRACTOR ACKNOWLEDGES THAT HE HAS THOROUGHLY INFORMED HIMSELF REGARDING CONTRACTOR ACKNOWLEDGES THAT HE HAS THOROUGHLY INFORMED HIMSELF REGARDING REQUIREMENTS OF DRAWINGS, SPECIFICATIONS, AND REGULATIONS PERTAINING TO THE PROJECT. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY. WHAT IS CALLED BY ONE IS AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THE SITE AND COMPARE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATION WITH WORK TO BE PERFORMED BY THE CONTRACTOR, INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT THE SITE. 10. CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING AGENCIES AND AS NOTED IN SPECIFICATIONS. 11. NO TRENCHING DEEPER THAN 5 FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR NO TRENCHING DEEPER THAN 5 FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR OBTAINING A PERMIT FROM OSHA. 12. REMOVE EXISTING STRIPING AS REQUIRED THROUGHOUT THE ENTIRE SITE.REMOVE EXISTING STRIPING AS REQUIRED THROUGHOUT THE ENTIRE SITE.
AutoCAD SHX Text
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FE
MO
YE
R
ST
AIRPARK DR
Revisions: Date
Drawing Title:
Approved: Project Director
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
CONSULTANTS: PROJECT MANAGER:
ACG Project Number
A
M
SHEET NOTES:
E D
C B
A
2 3 4 5 6 7
E D
C B
A
1 2 3 4 5 6 7
Date Checked Drawn
KEY PLAN
MATHER LAND
DEVELOPMENT
MATHER VA
10535 HOSPITAL WAY
MATHER, CA 95655
18-168
JANUARY 22, 2020
612-121
100% CONSTRUCTION DOCUMENTS
215 West Oak Street Suite 800A
Fort Collins, CO 80521
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Calibre
711 E Daily Drive, Suite 107
Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com
Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
RC BB/SC
DEMOLITION PLAN
CD102
NOTICE TO CONTRACTORS
R
Callbefore you dig.
below.Know what's
DEMOLITION CONSTRUCTION NOTES / LEGEND
DEMOLITION NOTES
AutoCAD SHX Text
5' WROUGHT IRON FENCE
AutoCAD SHX Text Ditch
AutoCAD SHX Text Ditch
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Bark
AutoCAD SHX Text Bark
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Barbed Wire Fence
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AutoCAD SHX Text Asphalt
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UB
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AutoCAD SHX Text No. 69614
AutoCAD SHX Text
EXP. 6/30/20
AutoCAD SHX Text CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES
AutoCAD SHX Text LIMITS OF DISTURBANCE. REMOVE EXISTING VEGETATION TO LIMITS OF DISTURBANCE. REMOVE EXISTING FENCE. REMOVE EXISTING STORAGE CONTAINERS. PROTECT EXISTING POWER POLE. REMOVE EXISTING POWER POLE. PROTECT EXISTING STREET LIGHT. PROTECT EXISTING TRAFFIC SIGN. PROTECT EXISTING FIRE HYDRANT. SALVAGE AND REATTACH EXISTING SIGNS "US GOVT. PROPERTY NO TRESPASSING". PROTECT EXISTING UTILITIES AND VAULTS.
AutoCAD SHX Text
1. CLEAR, GRUB, REMOVE ALL VEGETATION, STRUCTURES, FENCES AND PAVEMENT WITHIN CLEAR, GRUB, REMOVE ALL VEGETATION, STRUCTURES, FENCES AND PAVEMENT WITHIN THE LIMITS OF DISTURBANCE. 2. THE LIMITS OF PAVEMENT REMOVAL SHOWN HEREON ARE PROVIDED FOR INFORMATION THE LIMITS OF PAVEMENT REMOVAL SHOWN HEREON ARE PROVIDED FOR INFORMATION ONLY. THIS PLAN DOES NOT ACCOUNT FOR REMOVALS OF POTENTIAL HAZARDOUS MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SCOPE AND EXTENT OF REMOVALS. 3. ALL BACK FILLING OF THE FOOTING, EXCAVATION, TRENCHING, HOLES, OVER EXCAVATION, ALL BACK FILLING OF THE FOOTING, EXCAVATION, TRENCHING, HOLES, OVER EXCAVATION, ETC. DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND APPROVAL. THE COMPACTION OF ALL EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE PER THE GEOTECHNICAL ENGINEER'S REQUIREMENTS. IN ROADWAYS & UNDER SLABS THE UPPER 2 FEET OF BACKFILL SHALL BE COMPACTED NATIVE. 4. ANY UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED PER THE ANY UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY AND AS APPROVED BY THE GOVERNING AGENCY. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE COURSE OF CONSTRUCTION OF ALL BUILDINGS AND SITE FEATURES ITEMS SUCH AS, BUT NOT LIMITED TO CATCH BASINS, CONDUIT, TELEPHONE AND POWER POLES, FENCING, RETAINING WALLS, GAS LINES, OIL LINES, GASOLINE LINES, FIRE AND WATER SERVICE ASSEMBLIES, CONCRETE CURB, GUTTER AND SIDEWALK, TREES, BUSHES AND PLANT MATERIAL, ETC. BOTH ON-SITE AND OFF-SITE. THE CONTRACTOR SHALL PROVIDE ALL REPAIRS, MAINTENANCE, SHORING, SUPPORT, ETC. TO MAINTAIN ALL FEATURES DESIGNATED TO REMAIN IF DAMAGED. NOTIFY ARCHITECT/ENGINEER IF ANY DISCREPANCIES EXIST OR IF CLARIFICATIONS ARE REQUIRED. 6. COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE CONSTRUCTION SITE. PROTECT OPEN EXCAVATION, TRENCHES, ETC., WITH FENCES, COVERS, OR RAILINGS AS REQUIRED TO MAINTAIN SAFE PEDESTRIAN AND VEHICLE TRAFFIC. MAINTAIN DESIGNATED SITE ACCESS FOR VEHICLE AND PEDESTRIAN TRAFFIC. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE FINISHED CONDITION OF HIS WORK. BEFORE THE CONTRACTOR IS RESPONSIBLE FOR THE FINISHED CONDITION OF HIS WORK. BEFORE WORKING OVER BACKFILL OR SIMILAR WORK COMPLETED BY OTHER CONTRACTORS, VERIFY THAT SUCH WORK HAS BEEN PROPERLY BACKFILLED AND COMPACTED. NOTIFY THE ENGINEER PROMPTLY IN WRITING IF ANY CONDITIONS DO NOT MEET THE PROPER STANDARDS. WITHOUT EXTRA COST TO THE OWNER, ALL FEATURES DAMAGED IN THE PERFORMANCE OF ALL WORK SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. 8. ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. THE OWNER WILL RETAIN THE GEOTECHNICAL ENGINEER TO INSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT. 9. CONTRACTOR ACKNOWLEDGES THAT HE HAS THOROUGHLY INFORMED HIMSELF REGARDING CONTRACTOR ACKNOWLEDGES THAT HE HAS THOROUGHLY INFORMED HIMSELF REGARDING REQUIREMENTS OF DRAWINGS, SPECIFICATIONS, AND REGULATIONS PERTAINING TO THE PROJECT. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY. WHAT IS CALLED BY ONE IS AS BINDING AS IF CALLED FOR BY ALL. THE CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THE SITE AND COMPARE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATION WITH WORK TO BE PERFORMED BY THE CONTRACTOR, INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT THE SITE. 10. CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING AGENCIES AND AS NOTED IN SPECIFICATIONS. 11. NO TRENCHING DEEPER THAN 5 FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR NO TRENCHING DEEPER THAN 5 FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR OBTAINING A PERMIT FROM OSHA. 12. REMOVE EXISTING STRIPING AS REQUIRED THROUGHOUT THE ENTIRE SITE.REMOVE EXISTING STRIPING AS REQUIRED THROUGHOUT THE ENTIRE SITE.
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AutoCAD SHX Text Scale 1" = 30 ft
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| Sheets and Views |
| 2018-0060_Civil-V-101_EAST |
| 2018-0060_Civil-V-102_EAST |
| 2018-0060_Civil-C-001_EAST |
| 2018-0060_Civil-CD101_EAST |
| 2018-0060_Civil-CD102_EAST |
| 2018-0060_Civil-CS101_EAST |
| 2018-0060_Civil-CG101_EAST |
| 2018-0060_Civil-CG102_EAST |
| 2018-0060_Civil-CG103_EAST |
| 2018-0060_Civil-CG104_EAST |
| 2018-0060_Civil-CG105X_EAST |
| 2018-0060_Civil-CG106X_EAST |
| 2018-0060_Civil-CU101 |
| 2018-0060_Civil-CU102_EAST |
| 2018-0060_Civil-CU103_EAST |
| 2018-0060_Civil-CE101_EAST |
File details come from the government source that posted it. Updated .