Amendment 0002 Attachment -612-121 Land Expansion North and East Femoyer Lots 75 CD.pdf

VAMC LAND DEVELOPMENT STUDY

VA Northern California Health Care System

Mather Campus

10535 Hospital Way, Mather, CA 95655

APOGEE PROJECT #: 18-168

PROJECT SITE MAP

PROJECT VICINITY MAP

VA PROJECT #: 612-121

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

N

O

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A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

JH SES

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JUNE 7, 2019

612-121

75% 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.

DRAWING LIST

SHEET # SHEET NAME DWG OF DWG

GENERAL - G

GI100 COVER 1 1

SURVEY / MAPPING - V

V-101 TOPOGRAPHIC SURVEY / EXISTING CONDITIONS MAP 1 3

V-102 TOPOGRAPHIC SURVEY / EXISTING CONDITIONS MAP 2 3

V-103 TOPOGRAPHIC SURVEY / EXISTING CONDITIONS MAP 3 3

CIVIL - C

C-001 NOTES 1 21

CD101 DEMOLITION PLAN 2 21

CD102 DEMOLITION PLAN 3 21

CD103 DEMOLITION PLAN 4 12

CS101 SITE PLAN 5 21

CS102 SITE PLAN 6 21

CG101 GRADING PLAN 7 21

CG102 GRADING PLAN 8 21

CG103 GRADING PLAN 9 21

CG104 GRADING PLAN 10 21

CG105 GRADING PLAN 11 21

CG106 GRADING DETAILS 12 21

CG107 GRADING DETAILS 13 21

CU101 STORM DRAIN PLAN & PROFILE LINE A 14 21

CU102 STORM DRAIN PLAN &PROFILE LINE B 15 21

CU103 STORM DRAIN PLAN &PROFILE LINE B 16 21

CU104 STORM DRAIN PLAN &PROFILE LINE B-1 17 21

CU105 STORM DRAIN PLAN &PROFILE LINE C 18 21

CU106 STORM DRAIN PLAN &PROFILE LINE D 19 21

CE101 EROSION CONTROL PLAN 20 21

CE102 EROSION CONTROL PLAN 21 21

LANDSCAPE - L

L-101 PLANTING PLAN SOUTH 1 4

L-102 PLANTING PLAN NORTH 2 4

L-201 PLANTING DETAILS 3 4

L-202 FENCING DETAILS 4 4

ELECTRICAL - E

E-001

ELECTRICAL GENERAL NOTES, SYMBOLS AND LUMINAIRE SCHEDULE

1 5

EP101 ELECTRICAL SITE PLAN SOUTH 2 5

EP102 ELECTRICAL SITE PLAN NORTH 3 5

EL101 SITE PHOTOMETRIC DIAGRAM SOUTH 4 5

EL102 SITE PHOTOMETRIC DIAGRAM NORTH 5 5

COVER

GI100

1 1

N

SCALE: NTS

N

SCALE: NTS

SOUTH

SITE

PROJECT

SITE

NORTH

SITE

APN 067-0010-063-0000

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

TOPOGRAPHIC SURVEY /

EXISTING CONDITIONS MAP

V-101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

MATCHLINE - SEE SHEET V102

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

ASPH.

AutoCAD SHX Text

20" TALL CUTOFF POWER POLES

AutoCAD SHX Text

4" PIPE

AutoCAD SHX Text 15' P.U.E. 20130516 O.R.

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

AutoCAD SHX Text Scale 1" = 30 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

TOPOGRAPHIC SURVEY /

EXISTING CONDITIONS MAP

V102

MATCHLINE - SEE SHEET V101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

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

SLB

AutoCAD SHX Text

UB

AutoCAD SHX Text

UB

AutoCAD SHX Text 6' P.U.E. 20130516 O.R.

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

AutoCAD SHX Text Scale 1" = 30 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FEMOYER ST

INTERNATIONAL D

R

PARCEL THREE

161 M 4

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

TOPOGRAPHIC SURVEY /

EXISTING CONDITIONS MAP

V103

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

AutoCAD SHX Text

IRREVOCABLE OFFER OF DEDICATION 161 M 4

AutoCAD SHX Text

IRREVOCABLE OFFER OF DEDICATION 93 M 7

AutoCAD SHX Text

IRREVOCABLE OFFER OF DEDICATION 93 M 7

AutoCAD SHX Text 12.5' P.U.E. 93 M 7

AutoCAD SHX Text 12.5' P.U.E. 93 M 7

AutoCAD SHX Text 12.5' P.U.E. 93 M 7

AutoCAD SHX Text

ASPH.

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ASPH.

AutoCAD SHX Text

ASPH.

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ASPH.

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ASPH.

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ASPH.

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ASPH.

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ASPH.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

AutoCAD SHX Text

DIRT

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DIRT

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DIRT

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DIRT

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DIRT ROAD

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DIRT

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DIRT

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DIRT ROAD

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CONC.

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CONC.

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DIRT ROAD

AutoCAD SHX Text

STAIRS

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STAIRS

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STAIRS

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MH

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DI

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DI

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DI

AutoCAD SHX Text 100.4

AutoCAD SHX Text 97.3

AutoCAD SHX Text 100.7

AutoCAD SHX Text 101.6

AutoCAD SHX Text 95.5

AutoCAD SHX Text 97.3

AutoCAD SHX Text 94.6

AutoCAD SHX Text 95.7

AutoCAD SHX Text 94.3

AutoCAD SHX Text 96.5

AutoCAD SHX Text 95.6

AutoCAD SHX Text 94.4

AutoCAD SHX Text 96.4

AutoCAD SHX Text 97.5

AutoCAD SHX Text 97.3

AutoCAD SHX Text 96.2

AutoCAD SHX Text 97.8

AutoCAD SHX Text 98.1

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AutoCAD SHX Text 100.8

AutoCAD SHX Text 99.5

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AutoCAD SHX Text 97.6

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AutoCAD SHX Text 98.5

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AutoCAD SHX Text 98.4

AutoCAD SHX Text 99.2

AutoCAD SHX Text 100.8

AutoCAD SHX Text 103.3

AutoCAD SHX Text 100.6

AutoCAD SHX Text 100.6

AutoCAD SHX Text

CLUSTER OF TREES

AutoCAD SHX Text

CHAINLINK FENCE

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CHAINLINK FENCE

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STORAGE

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CONTAINERS

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STORAGE

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CONTAINERS

AutoCAD SHX Text

STORAGE

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CONTAINERS

AutoCAD SHX Text

CONC.

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CONC.

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R=468.00' CH=N2°51'20"W 45.75'

AutoCAD SHX Text

R=25.00' CH=N81°17'15"W 39.06'

AutoCAD SHX Text

R=2055.00' CH=S54°23'02"W 502.20'

AutoCAD SHX Text

R=2055.00' CH=N70°25'56"E 404.76'

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 30 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

NOTES

C-001

GENERAL GRADING NOTES ABBREVIATIONS

LEGEND

AutoCAD SHX Text

1. ALL GRADED SLOPES SHALL BE PLANTED AND SPRINKLERED. ALL GRADED SLOPES SHALL BE PLANTED AND SPRINKLERED. 2. STANDARD 12-INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. STANDARD 12-INCH HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 3. NO FILL SHALL BE PLACED UNTIL THE SOILS ENGINEER OF RECORD AND THE GRADING NO FILL SHALL BE PLACED UNTIL THE SOILS ENGINEER OF RECORD AND THE GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 4. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40 FEET BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40 FEET BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER.

AutoCAD SHX Text AD AREA DRAIN AREA DRAIN BOW BOTTOM OF WALL (AT GROUND) BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BACK OF WALK BLDG BUILDING BUILDING CB CATCH BASIN CATCH BASIN CO CLEANOUT CLEANOUT CONC CONCRETE CONCRETE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE DR DOOR DOOR DS DOWN SPOUT DOWN SPOUT DIP DUCTILE IRON PIPE DUCTILE IRON PIPE ESMT EASEMENT EASEMENT EG EXISTING GRADE EXISTING GRADE EW EDGE OF WALK EDGE OF WALK FC FACE OF CURB FACE OF CURB FW FACE OF WALL FACE OF WALL FF FINISHED FLOOR FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FIRE HYDRANT FL FLOW LINE FLOW LINE FF FINISHED FLOOR FINISHED FLOOR FG FINISHED GRADE FINISHED GRADE FS FINISHED SURFACE FINISHED SURFACE GFF GARAGE FINISHED FLOOR GARAGE FINISHED FLOOR GB GRADE BREAK GRADE BREAK HP HIGH POINT HIGH POINT INV INVERT ELEVATION INVERT ELEVATION LP LOW POINT LOW POINT LT LIGHT LIGHT MH MANHOLE MANHOLE PV PAVEMENT PAVEMENT POC POINT OF CONNECTION POINT OF CONNECTION R RIDGE RIDGE RIM RIM ELEVATION RIM ELEVATION RD ROOF DRAIN ROOF DRAIN TC TOP OF CURB TOP OF CURB TG TOP OF GRATE TOP OF GRATE TW TOP OF WALL TOP OF WALL T TRANSFORMER TRANSFORMER WM WATER METER WATER METER WV WATER VALVEWATER VALVE

AutoCAD SHX Text

AutoCAD SHX Text

NEW

AutoCAD SHX Text

TRACT BOUNDARY

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SIDEWALK

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STORM DRAIN & CATCH BASIN

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ASPHALT BERM

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BLOCK/RETAINING WALL

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BUILDING LINE

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CONCRETE CURB

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CONCRETE CURB & GUTTER

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CONTOUR LINE

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DRIVEWAY

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EDGE OF PAVEMENT

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FENCE LINE

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LOT LINE

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EXISTING

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CONCRETE CURB CUT

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AutoCAD SHX Text

RIDGE LINE

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GB

AutoCAD SHX Text

GRADE BREAK

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SANITARY SEWER

AutoCAD SHX Text

WATER LINE AND WATER METER

AutoCAD SHX Text

AutoCAD SHX Text R

GB

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

DEMOLITION PLAN

CD101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

MATCHLINE - SEE SHEET CD102

DEMOLITION CONSTRUCTION NOTES / LEGEND

DEMOLITION NOTES

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 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. 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.

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

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

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U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

DEMOLITION PLAN

CD102

MATCHLINE - SEE SHEET CD101

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 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. 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.

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

R

PARCEL THREE

161 M 4

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

DEMOLITION PLAN

CD103

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

DEMOLITION NOTES DEMOLITION CONSTRUCTION NOTES / LEGEND

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

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ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

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ASPH.

AutoCAD SHX Text

CONC.

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CONC.

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CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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CONC.

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CONC.

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CONC.

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CONC.

AutoCAD SHX Text

DIRT

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DIRT

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DIRT ROAD

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DIRT

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DIRT ROAD

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DIRT

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DIRT

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DIRT

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DIRT

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CONC.

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CONC.

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DIRT ROAD

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STAIRS

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STAIRS

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STAIRS

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MH

AutoCAD SHX Text

DI

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DI

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DI

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CLUSTER OF TREES

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CHAINLINK FENCE

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CHAINLINK FENCE

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STORAGE

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CONTAINERS

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STORAGE

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CONTAINERS

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STORAGE

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CONTAINERS

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CONC.

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CONC.

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CONC.

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CHAINLINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 30 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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. 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.

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.

PETER A

MCCUEN BLVD

APN 067-0010-063-0000

FE

MO

YE

R

ST

AIRPARK DR

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

SITE PLAN

CS101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND

NOTES

AutoCAD SHX Text 2017-12131802 O.R.

AutoCAD SHX Text

5' WROUGHT IRON FENCE

AutoCAD SHX Text Ditch

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text 7' Chainlink Fence

AutoCAD SHX Text 7' Chainlink Fence

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 Grass

AutoCAD SHX Text Grass

AutoCAD SHX Text Grass

AutoCAD SHX Text

BARK

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AutoCAD SHX Text Bark

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AutoCAD SHX Text Bark

AutoCAD SHX Text Bark

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text Dirt

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DIRT

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AutoCAD SHX Text Grass

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AutoCAD SHX Text Chainlink Fence

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AutoCAD SHX Text Barbed Wire Fence

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AutoCAD SHX Text Grass

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STOP

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STOP

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20" TALL CUTOFF POWER POLES

AutoCAD SHX Text T

AutoCAD SHX Text 97.3

AutoCAD SHX Text 96.5

AutoCAD SHX Text 100.8

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 50 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 CONSTRUCT NEW ASPHALT PAVEMENT: X" AC OVER X" CLASS II AB ON 95% R.C. SUBGRADE. FINAL SECTION TO BE DETERMINED BASED ON APPROVED R-VALUES FROM THE GEOTECHNICAL REPORT. CONSTRUCT 6 IN. CURB. CONSTRUCT 6 IN. CURB & GUTTER. CONSTRUCT 6 IN. NOTCHED CURB & GUTTER PER DETAIL 1 ON SHEET CG106. CONSTRUCT BIORETENTION BASIN PER DETAIL 4 ON SHEET CG106.

1. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. 2. STRIPE PARKING WITH 4" WHITE LINES.STRIPE PARKING WITH 4" WHITE LINES.

R

INTERNATIONAL DR

DATA DR

PARCEL THREE

161 M 4

FE

MO

YE

R

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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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

SITE PLAN

CS102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

AutoCAD SHX Text 7' Chainlink Fence

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete

AutoCAD SHX Text

DIRT

AutoCAD SHX Text Grass

AutoCAD SHX Text Chainlink Fence

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

DI

AutoCAD SHX Text

DI

AutoCAD SHX Text

DI

AutoCAD SHX Text

DI

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 50 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 CONSTRUCT NEW ASPHALT PAVEMENT: X" AC OVER X" CLASS II AB ON 95% R.C. SUBGRADE. FINAL SECTION TO BE DETERMINED BASED ON APPROVED R-VALUES FROM THE GEOTECHNICAL REPORT. CONSTRUCT 6 IN. CURB. CONSTRUCT 6 IN. CURB & GUTTER. CONSTRUCT 6 IN. NOTCHED CURB & GUTTER PER DETAIL 1 ON SHEET CG106. CONSTRUCT BIORETENTION BASIN PER DETAIL 4 ON SHEET CG106.

1. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. 2. STRIPE PARKING WITH 4" WHITE LINES.STRIPE PARKING WITH 4" WHITE LINES.

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

GRADING PLAN

CG101

MATCHLINE - SEE SHEET CG102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

AutoCAD SHX Text Ditch

AutoCAD SHX Text Grass

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Asphalt

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

STOP

AutoCAD SHX Text

20" TALL CUTOFF POWER POLES

AutoCAD SHX Text

4" PIPE

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 20 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 CONSTRUCT NEW ASPHALT PAVEMENT: X" AC OVER X" CLASS II AB ON 95% R.C. SUBGRADE. FINAL SECTION TO BE DETERMINED BASED ON APPROVED R-VALUES FROM THE GEOTECHNICAL REPORT. CONSTRUCT 6 IN. CURB. CONSTRUCT 6 IN. CURB & GUTTER. CONSTRUCT 6 IN. NOTCHED CURB & GUTTER PER DETAIL 1 ON SHEET CG106. CONSTRUCT BIORETENTION BASIN PER DETAIL 4 ON SHEET CG106.

1. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. 2. STRIPE PARKING WITH 4" WHITE LINES.STRIPE PARKING WITH 4" WHITE LINES.

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

GRADING PLAN

CG102

MATCHLINE - SEE SHEET 101

MATCHLINE - SEE SHEET CG103

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

AutoCAD SHX Text 15' P.U.E. 20130516 O.R.

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 20 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 CONSTRUCT NEW ASPHALT PAVEMENT: X" AC OVER X" CLASS II AB ON 95% R.C. SUBGRADE. FINAL SECTION TO BE DETERMINED BASED ON APPROVED R-VALUES FROM THE GEOTECHNICAL REPORT. CONSTRUCT 6 IN. CURB. CONSTRUCT 6 IN. CURB & GUTTER. CONSTRUCT 6 IN. NOTCHED CURB & GUTTER PER DETAIL 1 ON SHEET CG106. CONSTRUCT BIORETENTION BASIN PER DETAIL 4 ON SHEET CG106.

1. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. 2. STRIPE PARKING WITH 4" WHITE LINES.STRIPE PARKING WITH 4" WHITE LINES.

AIRPARK DR

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

GRADING PLAN

CG103

MATCHLINE - SEE SHEET CG102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete

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

UB

AutoCAD SHX Text

UB

AutoCAD SHX Text 6' P.U.E. 20130516 O.R.

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 20 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 CONSTRUCT NEW ASPHALT PAVEMENT: X" AC OVER X" CLASS II AB ON 95% R.C. SUBGRADE. FINAL SECTION TO BE DETERMINED BASED ON APPROVED R-VALUES FROM THE GEOTECHNICAL REPORT. CONSTRUCT 6 IN. CURB. CONSTRUCT 6 IN. CURB & GUTTER. CONSTRUCT 6 IN. NOTCHED CURB & GUTTER PER DETAIL 1 ON SHEET CG106. CONSTRUCT BIORETENTION BASIN PER DETAIL 4 ON SHEET CG106.

1. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. 2. STRIPE PARKING WITH 4" WHITE LINES.STRIPE PARKING WITH 4" WHITE LINES.

PARCEL THREE

161 M 4

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

GRADING PLAN

CG104

M A

T C

H L I N

E

S

E

S

H E

C

G

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

AutoCAD SHX Text

IRREVOCABLE OFFER OF DEDICATION 93 M 7

AutoCAD SHX Text

IRREVOCABLE OFFER OF DEDICATION 93 M 7

AutoCAD SHX Text 12.5' P.U.E. 93 M 7

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DIRT ROAD

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT ROAD

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DIRT ROAD

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

MH

AutoCAD SHX Text

DI

AutoCAD SHX Text

DI

AutoCAD SHX Text

DI

AutoCAD SHX Text 95.5

AutoCAD SHX Text 97.3

AutoCAD SHX Text 94.6

AutoCAD SHX Text 95.7

AutoCAD SHX Text 94.3

AutoCAD SHX Text 95.6

AutoCAD SHX Text 94.4

AutoCAD SHX Text 96.4

AutoCAD SHX Text 97.5

AutoCAD SHX Text 97.3

AutoCAD SHX Text 96.2

AutoCAD SHX Text 99.5

AutoCAD SHX Text 100.2

AutoCAD SHX Text 97.6

AutoCAD SHX Text 97.6

AutoCAD SHX Text 98.5

AutoCAD SHX Text 97.5

AutoCAD SHX Text 97.7

AutoCAD SHX Text 98.4

AutoCAD SHX Text 99.2

AutoCAD SHX Text 103.3

AutoCAD SHX Text

CLUSTER OF TREES

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CONTAINERS

AutoCAD SHX Text

R=2055.00' CH=N70°25'56"E 404.76'

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text Scale 1" = 20 ft

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 CONSTRUCT NEW ASPHALT PAVEMENT: X" AC OVER X" CLASS II AB ON 95% R.C. SUBGRADE. FINAL SECTION TO BE DETERMINED BASED ON APPROVED R-VALUES FROM THE GEOTECHNICAL REPORT. CONSTRUCT 6 IN. CURB. CONSTRUCT 6 IN. CURB & GUTTER. CONSTRUCT 6 IN. NOTCHED CURB & GUTTER PER DETAIL 1 ON SHEET CG106. CONSTRUCT BIORETENTION BASIN PER DETAIL 4 ON SHEET CG106.

1. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF CURB OR BUILDING FACE UNLESS OTHERWISE NOTED. 2. STRIPE PARKING WITH 4" WHITE LINES.STRIPE PARKING WITH 4" WHITE LINES.

R

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:

N

R

C

O

N

S

T

R

U

C

T

I

O

N

N

R

C

O

N

S

T

R

U

C

T

I

O

N

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

JUNE 5, 2019

612-121

75% 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.

GRADING PLAN

CG105

M A

T C

H L I N

E

S

S

H E

G

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND

NOTES

AutoCAD SHX Text

IRREVOCABLE OFFER OF DEDICATION 161 M 4

AutoCAD SHX Text 12.5' P.U.E. 93 M 7

AutoCAD SHX Text 12.5' P.U.E. 93 M 7

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD…