Drawings RFI.pdf
PDF 4 MB Posted
- Solicitation number
- 36C26120B0011
About this file
This solicitation is for general construction services for a parking lot project at the Mather Land Development site in Mather, California. The Department of Veterans Affairs will issue an invitation for bid seeking a service-disabled veteran-owned small business to provide site preparation, construction of a 107,550 square foot parking lot, and associated work including general construction, alterations, demolition, grading, roads, walks, drainage, stormwater controls, fencing and landscaping. The estimated cost of the project ranges from $2 million to $5 million. Questions regarding the solicitation must be submitted in writing by April 21, 2020, and solicitation documents will be available after this date. The awarded contract will be set aside specifically for eligible verified service-disabled veteran-owned small businesses registered in the System for Award Management.
View the file
Other files
Show all 42
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PETER A
MCCUEN BLVD
APN 067-0010-063-0000
FE
MO
YE
R
ST
AIRPARK DR
FE
MO
YE
R
ST
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
SITE PLAN
CS101
NOTICE TO CONTRACTORS
R
Callbefore you dig.
below.Know what's
CONSTRUCTION NOTES / LEGEND
NOTES
PARKING SUMMARY
LINE & CURVE DATA
ADD ALTERNATE 1
ADD ALTERNATE 2
DocuSign Envelope ID: 593F2550-3DCC-4EA2-90F6-4E295AC2C8C3
1/24/2020
Answer: Seeded to stabilize the soil for future use
Andrew Text Box This note indicates that no work in this area is to occur, but the revised demolition drawings from Amendment 3 state this area is to be clear and grubbed and the grading plans indicates this area is to be graded.
Add Alt. 3 Planting Plan also indicates that this area is to be seeded. Please confirm what work is to be done in the note 7 area.
Andrew Arrow
Andrew Arrow
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
01/22/2020
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
GRADING PLAN
CG101
NOTICE TO CONTRACTORS
R
Callbefore you dig.
below.Know what's
CONSTRUCTION NOTES / LEGEND NOTES
JANUARY 22, 2020
DocuSign Envelope ID: 593F2550-3DCC-4EA2-90F6-4E295AC2C8C3
1/24/2020
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
01/22/2020
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
GRADING PLAN
CG102
NOTICE TO CONTRACTORS
R
Callbefore you dig.
below.Know what's
CONSTRUCTION NOTES / LEGEND NOTES
JANUARY 22, 2020
DocuSign Envelope ID: 593F2550-3DCC-4EA2-90F6-4E295AC2C8C3
1/24/2020
Andrew Text Box Darkened lines indicate that this is part of the base bid work.
Please confirm we are to grade the future building pad per this drawing even though the site plan states this area is not in contract.
Andrew Arrow
Andrew Arrow
TREES QTY COMMON SCIENTIFIC CONT. SPACING REMARKS
SHRUBS
136 'DENIM 'N LACE' RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA 3 GAL AS SHOWN
52 SOFT TOUCH COMPACT HOLLY ILEX CRENATA 'SOFT TOUCH' 3 GAL AS SHOWN
139 TURNER'S PITT MOCK ORANGE
PITTOSPORUM TOBIRA 'TURNER'S
VARIEGATED DWARF'
3 GAL AS SHOWN
3 WESTERN RED CEDAR 'KUGEL' THUJA PLICATA 'GRUNE KUGEL' 5 GAL AS SHOWN
GRASSES
910 DEERGRASS MUHLENBERGIA RIGENS 1 GAL 24" O.C.
45,970
SF
TURF GRASS SEED
SPECIES TO MATCH CURRENT ON
CAMPUS
SEEDED -
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
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
SES EVM
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
9090 South Ridgeline Boulevard, Suite 105
Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com
Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
L-104X
PLANTING PLAN - ADD
ALTERNATE 3
4 5
0 15 30 60
1"= 30'SCALE:
NORTH
LANDSCAPING NOTES:
1. VERIFY ALL QUANTITIES AND REPORT ANY
DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE
COR PRIOR TO PLANTING.
2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING,
INSTALLATION, AND WARRANTY OF ALL PLANTING
MATERIALS WITHIN THE PROJECT AREA.
3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE
LOCATION OF ALL EXISTING AND NEW UNDERGROUND
UTILITIES PRIOR TO EXCAVATION FOR PLANTING.
DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE
OPERATION SHALL BE CORRECTED BY THE LANDSCAPE
CONTRACTOR AT NO COST TO THE GOVERNMENT.
4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE
HYDRANTS ON THE SITE.
5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE
TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL.
ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE
REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL &
DEBRIS REGARDLESS OF SIZE ARE TO BE REMOVED
PRIOR TO SEEDING OR PLANTING.
6. AMEND EXISTING SOIL PER SOILS TEST PRIOR TO
PLANTING. IF SOIL IS NOT SUITABLE FOR PLANTING, THEN
INSTALL A MINIMUM OF 6" OF APPROVED TOPSOIL TO ALL
PLANTING BEDS..
7. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND
FERTILIZER FOR HARDWOOD TREES ACCORDING TO SOIL
TEST RECOMMENDATIONS. SCARIFY PLANT PIT WALLS.
8. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT
CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT
CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF
THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME
OF BACKFILL SHOULD BE AMENDED WITH UP TO ONE
THIRD PINE BARK MULCH. PIECES SHOULD BE NO
LARGER THAN WHAT PASSES THROUGH A ONE INCH
SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL
DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS,
USE SOIL SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL
SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT.
MAXIMUM SAUCER HEIGHT IS 6 INCHES.
9. TOP OF ROOTBALL TO BE FLUSH WITH FINISHED GRADE.
10. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE
UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY
PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN
TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE
ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE
REMOVED BY CONTRACTOR AT END OF ONE YEAR
WARRANTY PERIOD OR AS DIRECTED BY GROUNDS
MANAGEMENT.
11. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN
AREAS NOT UNDER IRRIGATION. INCORPORATE
TERRA-SORB (OR EQUAL) AS PER MANUFACTURERS
RECOMMENDATIONS, FOR AREAS NOT UNDER
IRRIGATION.
DocuSign Envelope ID: FF5B0813-F898-45A2-9DB7-3B2E8F6948A1
1/24/2020
Answer: Cleared and graded as per plans
Andrew Text Box The shading indicates this area being seeded, per the legend. The shading is not darkended shading indicating the work is not part of Add Alt. 3, but indicates that it is part of the scope of work.
If this area is to be be clear and grubbed and graded, it will need to be stabalized for erosion control prior to the closeout of the project. Is any work to be done here?
Andrew Arrow
Andrew Arrow
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.
AutoCAD SHX Text
5' WROUGHT IRON FENCE
AutoCAD SHX Text Ditch
AutoCAD SHX Text Grass
AutoCAD SHX Text
BARK
AutoCAD SHX Text Bark
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Dirt
AutoCAD SHX Text
DIRT
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Chainlink Fence
AutoCAD SHX Text Chainlink Fence
AutoCAD SHX Text Barbed Wire Fence
AutoCAD SHX Text Barbed Wire Fence
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
20" TALL CUTOFF POWER POLES
AutoCAD SHX Text
ADD ALT 1
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
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.
AutoCAD SHX Text
AutoCAD SHX Text Scale 1" = 30 ft
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
Andrew Text Box Revised drawing is stating to remove vegetation where future building will be located. Future building pad area is marked as not in contract on the site plan.
Please confirm SOW for the area of the future building pad.
Andrew Arrow
Rectangle
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
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt
AutoCAD SHX Text
UB
AutoCAD SHX Text
UB
AutoCAD SHX Text 6' P.U.E. 20130516 O.R.
AutoCAD SHX Text
ADD ALT 2
AutoCAD SHX Text
ADD ALT 1
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
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.
AutoCAD SHX Text
AutoCAD SHX Text Scale 1" = 30 ft
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
| Site Plan- Base Bid Grading Plans |
| Add Alt. 3 Planting Plan |
| Revised Civil - Demolition Drawings |
| Sheets and Views |
| 2018-0060_Civil-CD101_EAST |
| 2018-0060_Civil-CD102_EAST |
File details come from the government source that posted it. Updated .