Edited 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:

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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

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1 1

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FEMOYER ST

INTERNATIONAL D

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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:

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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

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IRREVOCABLE OFFER OF DEDICATION 161 M 4

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IRREVOCABLE OFFER OF DEDICATION 93 M 7

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IRREVOCABLE OFFER OF DEDICATION 93 M 7

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R=468.00' CH=N2°51'20"W 45.75'

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R=25.00' CH=N81°17'15"W 39.06'

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R=2055.00' CH=S54°23'02"W 502.20'

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R=2055.00' CH=N70°25'56"E 404.76'

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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

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

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2 3 4 5 6 7

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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

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NEW

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SIDEWALK

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STORM DRAIN & CATCH BASIN

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BUILDING LINE

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SANITARY SEWER

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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

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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

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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.

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INTERNATIONAL DR

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161 M 4

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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:

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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.

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

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N

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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

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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

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 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 SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 100.4

AutoCAD SHX Text 100.7

AutoCAD SHX Text 101.6

AutoCAD SHX Text 97.8

AutoCAD SHX Text 100.8

AutoCAD SHX Text 100.8

AutoCAD SHX Text 100.6

AutoCAD SHX Text 100.6

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CONTAINERS

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CONTAINERS

AutoCAD SHX Text

4" PIPE

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

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

CONC.

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.

AutoCAD SHX Text

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.

VHAMACMalonA Text Box 99.8-98.7/5ft wide sidewalk = 22%????

VHAMACMalonA Line

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 DETAILS

CG106

NOTCHED / KEYED CURB & GUTTER

ROCK DISSIPATOR

BIOFILTRATION BASIN

CONCRETE CURB

CONCRETE CURB & GUTTER

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ROADWAY / PARKING

AutoCAD SHX Text

AutoCAD SHX Text

3 MAX

AutoCAD SHX Text 2%

AutoCAD SHX Text CONSTRUCTION NOTES: 1. AVOID COMPACTION OF EXISTING SUBGRADE BELOW BASIN. AVOID COMPACTION OF EXISTING SUBGRADE BELOW BASIN. 2. SCARIFY SUBGRADE TO A DEPTH OF 3 INCHES (MIN) IMMEDIATELY PRIOR TO PLACEMENT OF AGGREGATE STORAGE AND SCARIFY SUBGRADE TO A DEPTH OF 3 INCHES (MIN) IMMEDIATELY PRIOR TO PLACEMENT OF AGGREGATE STORAGE AND BIORETENTION SOIL MATERIALS. 3. COMPACT BIORETENTION SOIL IMMEDIATELY BEHIND CURB TO 90% OF MAXIMUM DENSITY PER STANDARD PROCTOR TEST (ASTM COMPACT BIORETENTION SOIL IMMEDIATELY BEHIND CURB TO 90% OF MAXIMUM DENSITY PER STANDARD PROCTOR TEST (ASTM D698). 4. UNDERDRAIN REQUIRED FOR ALL FACILITIES WITH IMPERMEABLE LINER. UNDERDRAIN REQUIRED FOR ALL FACILITIES WITH IMPERMEABLE LINER. 5. PROVIDE ONE CLEANOUT PER PLANTER (MIN) FOR FACILITIES WITH UNDERDRAINS. PROVIDE ONE CLEANOUT PER PLANTER (MIN) FOR FACILITIES WITH UNDERDRAINS. 6. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT SFPUC ASSET PROTECTION STANDARDS. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT SFPUC ASSET PROTECTION STANDARDS. COORDINATE WITH CONTRACTOR OF RECORD IN THE EVENT OF UTILITY CROSSING AND UTILITY CONFLICTS.

AutoCAD SHX Text

AutoCAD SHX Text

3 MAX

AutoCAD SHX Text A

AutoCAD SHX Text

%%UA-A

AutoCAD SHX Text

3"-4" SIZE ROCK. PLACE WITH SLIGHT CURVE ( " DEEP)12" DEEP)

AutoCAD SHX Text

BEND REINFORCING BAR UNDER CURB OPENING

AutoCAD SHX Text

BEND DOWN AND CONT TOP REBAR AT OPENING

AutoCAD SHX Text

1' MINIMUM

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CURB LINE

AutoCAD SHX Text 1/4" (5 mm)

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

BATTER 3:12

AutoCAD SHX Text (150 mm)

AutoCAD SHX Text (150 mm)

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1/4" (5 mm)

AutoCAD SHX Text 6"

AutoCAD SHX Text

CURB LINE

AutoCAD SHX Text 1"

AutoCAD SHX Text

SLOPE 8.3%

AutoCAD SHX Text

BATTER 3:12

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text 18"

AutoCAD SHX Text (150 mm)

AutoCAD SHX Text (150 mm)

AutoCAD SHX Text (25 mm)

AutoCAD SHX Text NOTES: 1. CURB TO BE CONSTRUCTED WITH P.C.C. CURB TO BE CONSTRUCTED WITH P.C.C. 2. ALL EXPOSED EDGES TO BE ROUNDED TO 1/2" RADIUS.ALL EXPOSED EDGES TO BE ROUNDED TO 1/2" RADIUS.

AutoCAD SHX Text NOTES: 1. CURB TO BE CONSTRUCTED WITH P.C.C. CURB TO BE CONSTRUCTED WITH P.C.C. 2. ALL EXPOSED EDGES TO BE ROUNDED TO 1/2" RADIUS.ALL EXPOSED EDGES TO BE ROUNDED TO 1/2" RADIUS.

AutoCAD SHX Text

NOT TO SCALE

NOT TO SCALE

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

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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.

GRADING DETAILS

CG107

CURB RAMP DETAIL 1

CURB RAMP DETAIL 4

CURB RAMP DETAIL 7

CURB RAMP DETAIL 9

CURB RAMP DETAIL 8

CURB RAMP DETAIL 5

CURB RAMP DETAIL 6

CURB RAMP DETAIL 2

CURB RAMP DETAIL 3

AutoCAD SHX Text

20" TALL CUTOFF POWER POLES

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

SCALE: 1"=5'

AutoCAD SHX Text

SCALE: 1"=5'

SCALE: 1"=5'

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.

STORM DRAIN PLAN & PROFILE

LINE A

CU101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

AutoCAD SHX Text

20" TALL CUTOFF POWER POLES

AutoCAD SHX Text

LINE A, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

LINE A, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED FS @

AutoCAD SHX Text

EXISTING GROUND @

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

INSTALL 12" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 18" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 24"x24" DROP INLET, JENSEN PRECAST MODEL DI2424, OR APPROVED EQUAL, PER DETAIL XX ON SHEET XX. CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER OF RECORD IF ANY DISCREPANCIES ARE FOUND.

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.

STORM DRAIN PLAN & PROFILE

LINE B

CU102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

AutoCAD SHX Text Concrete

AutoCAD SHX Text Grass

AutoCAD SHX Text

LINE B, 18" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

LINE B, 18" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED FS @

AutoCAD SHX Text

EXISTING GROUND @

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

INSTALL 12" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 18" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 24"x24" DROP INLET, JENSEN PRECAST MODEL DI2424, OR APPROVED EQUAL, PER DETAIL XX ON SHEET XX. CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER OF RECORD IF ANY DISCREPANCIES ARE FOUND.

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.

STORM DRAIN PLAN & PROFILE

LINE B

CU103

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

AutoCAD SHX Text

LINE B, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

LINE B, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

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

INSTALL 12" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 18" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 24"x24" DROP INLET, JENSEN PRECAST MODEL DI2424, OR APPROVED EQUAL, PER DETAIL XX ON SHEET XX. CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER OF RECORD IF ANY DISCREPANCIES ARE FOUND.

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

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I

O

N

N

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C

O

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S

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O

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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.

STORM DRAIN PLAN & PROFILE

LATERAL B-1

CU104

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

AutoCAD SHX Text

PROPOSED FS @

AutoCAD SHX Text

EXISTING GROUND @

AutoCAD SHX Text Grass

AutoCAD SHX Text

AutoCAD SHX Text

LAT B-1, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

LAT B-1, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

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

INSTALL 12" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 18" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 24"x24" DROP INLET, JENSEN PRECAST MODEL DI2424, OR APPROVED EQUAL, PER DETAIL XX ON SHEET XX. CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER OF RECORD IF ANY DISCREPANCIES ARE FOUND.

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.

STORM DRAIN PLAN & PROFILE

LINE C

CU105

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

R=2055.00' CH=N70°25'56"E 404.76'

AutoCAD SHX Text

LINE C, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED FS @

AutoCAD SHX Text

EXISTING GROUND @

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

INSTALL 12" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 18" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 24"x24" DROP INLET, JENSEN PRECAST MODEL DI2424, OR APPROVED EQUAL, PER DETAIL XX ON SHEET XX. CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER OF RECORD IF ANY DISCREPANCIES ARE FOUND.

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.

STORM DRAIN PLAN & PROFILE

LINE D

CU106

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

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

AutoCAD SHX Text

LINE D, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

LINE D, 12" RCP SEE PROFILE HEREON

AutoCAD SHX Text

AutoCAD SHX Text

PROPOSED FS @

AutoCAD SHX Text

EXISTING GROUND @

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

INSTALL 12" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 18" RCP (XXXX-D) STORM DRAIN, SLOPE AND LENGTH PER PLAN. INSTALL 24"x24" DROP INLET, JENSEN PRECAST MODEL DI2424, OR APPROVED EQUAL, PER DETAIL XX ON SHEET XX. CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION. CONTACT ENGINEER OF RECORD IF ANY DISCREPANCIES ARE FOUND.

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.

EROSION CONTROL PLAN

CE101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

EROSION CONTROL NOTES EROSION CONSTRUCTION NOTES / LEGEND

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

DI

AutoCAD SHX Text T

AutoCAD SHX Text

TSB

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

SE-10

AutoCAD SHX Text

SE-10

AutoCAD SHX Text

SE-10

AutoCAD SHX Text

TC-1

AutoCAD SHX Text

SE-8

AutoCAD SHX Text

SE-1

AutoCAD SHX Text

SE-8

AutoCAD SHX Text

SE-1

AutoCAD SHX Text

SE-8

AutoCAD SHX Text

SE-1

AutoCAD SHX Text

SE-8

AutoCAD SHX Text

SE-1

AutoCAD SHX Text

SE-8

AutoCAD SHX Text

SE-1

AutoCAD SHX Text

SE-8

AutoCAD SHX Text

SE-1

AutoCAD SHX Text TEMPORARY EROSION CONTROL PRIOR TO COMPLETION OF FINAL IMPROVEMENTS SHALL BE PERFORMED BY THE CONTRACTOR AS INDICATED BELOW: 1. ALL GRADED AREAS ARE TO RECEIVE HYDROSEED EROSION CONTROL. HYDROSEEDING TO EXTEND 5 FT ALL GRADED AREAS ARE TO RECEIVE HYDROSEED EROSION CONTROL. HYDROSEEDING TO EXTEND 5 FT BEYOND DAYLIGHT LINES. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RESIDENT DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE RESIDENT ENGINEER. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER AFTER EACH THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER AFTER EACH RUNOFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES DUE TO UNCOMPLETED THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. TEMPORARY EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL HYDROSEEDED AREAS ARE TEMPORARY EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL HYDROSEEDED AREAS ARE ESTABLISHED AND NO EROSION IS EVIDENT. 10. EXCEPT AS OTHERWISE DIRECTED BY THE CITY INSPECTOR, ALL DRAINAGE DEVICES SHOWN SHALL BE IN EXCEPT AS OTHERWISE DIRECTED BY THE CITY INSPECTOR, ALL DRAINAGE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF THE WORKING DAY WHEN THE 48 HOUR FORECAST OF RAIN PROBABILITY IS 40% AND MAINTAINED DURING THE RAINY SEASON FROM OCTOBER 15TH TO APRIL 15TH OF THE SUCCEEDING YEAR. 11. EROSION CONTROL DEVICES MUST BE IN PLACE DURING THE ABOVE STATED PERIOD. EROSION CONTROL DEVICES MUST BE IN PLACE DURING THE ABOVE STATED PERIOD. 12. CLEAN OUT MUD AND SILT AFTER EACH RAIN OR AS DIRECTED BY THE CITY INSPECTOR. CLEAN OUT MUD AND SILT AFTER EACH RAIN OR AS DIRECTED BY THE CITY INSPECTOR. 13. THE LOCATIONS OF THE GRAVEL BAGS AS SHOWN MAY VARY DUE TO THE FIELD CONDITIONS AND THE LOCATIONS OF THE GRAVEL BAGS AS SHOWN MAY VARY DUE TO THE FIELD CONDITIONS AND ADDITIONAL GRAVEL BAGS MAY BE REQUIRED AS DIRECTED BY THE CITY INSPECTOR. 14. FIBER ROLLS MAY BE USED IN PLACE OF GRAVEL BAGS AND SPACING IS TO BE PER STREET SCHEDULE FIBER ROLLS MAY BE USED IN PLACE OF GRAVEL BAGS AND SPACING IS TO BE PER STREET SCHEDULE HEREON BELOW AND SHALL BE PLACED BY FIELD CONDITIONS ALSO, DRIVEWAYS SHALL HAVE GRAVEL BAGS PLACED AT 50 FOOT INTERVALS. 15. PLACE MIRAFI FILTER FABRIC OR APPROVED EQUAL INSERT INTO CATCH BASIN OPENING AND PROTECT PLACE MIRAFI FILTER FABRIC OR APPROVED EQUAL INSERT INTO CATCH BASIN OPENING AND PROTECT WITH GRAVEL BAGS (BMP SE-10). 16. NO GRADING WILL BE ALLOWED ON SLOPES GREATER THAN 4:1 BETWEEN NOVEMBER 1 NO GRADING WILL BE ALLOWED ON SLOPES GREATER THAN 4:1 BETWEEN NOVEMBER 1 AND MARCH 31. DO NOT BEGIN ANY GRADING WORK WHICH CANNOT BE COMPLETED PRIOR TO NOVEMBER 1 ON ANY SLOPES GREATER THAN 4:1. NOTE: THE LOCATION AND DESIGN OF ALL EROSION CONTROL MEASURES SHOWN ON THESE PLANS ARE TENTATIVE ONLY AND ARE SUBJECT TO REVISIONS AS DETERMINED BY THE RESIDENT INSPECTOR OR THE CITY ENGINEER. ACTUAL EROSION CONTROL MEASURES SHALL BE INSTALLED TO THE SATISFACTION OF THE RESIDENT INSPECTOR, AS CONDITIONS WARRANT. SILT, DEBRIS, AND MUD SHALL BE PROMPTLY REMOVED FROM ALL EROSION CONTROL STRUCTURES AFTER EACH RAIN TO THE SATISFACTION OF THE RESIDENT INSPECTOR. THE CITY MAY CONDUCT REGULAR SITE INSPECTIONS TO ASSESS CHANGING CONDITIONS AND DETERMINE THE NECESSITY OF ADDITIONAL CONTROL MEASURES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL EROSION CONTROL FACILITIES AS SHOWN ON THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL EROSION CONTROL FACILITIES AS SHOWN ON THE APPROVED EROSION CONTROL PLAN OR AS DIRECTED BY THE CITY ENGINEER AT THE END OF EACH WORKING DAY. 2. THE CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL IS THE CONSTRUCTION SUPERINTENDENT THE CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL IS THE CONSTRUCTION SUPERINTENDENT INDICATED HERE: 24 HOUR CONTACT TELEPHONE NUMBER: TBD TBD TBDTBD

AutoCAD SHX Text SILT FENCE PER CASQA BMP SE-1. SAND BAGS PER CASQA BMP SE-8. INLET PROTECTION PER CASQA BMP SE-10. STABILIZED CONSTRUCTION ENTRANCE / EXIT PER CASQA BMP TC-1. THE FOLLOWING CASQA BMPS ARE PART OF THE EROSION CONTROL PLAN; HOWEVER, ARE NOT LOCATION BASED AND CANNOT BE SHOWN HEREON: SCHEDULING PER CASQA BMP EC-1 FIBER ROLLS PER CASQA BMP SE-5 (ACCEPTABLE SUBSTITUTE FOR SILT FENCE) STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7 WIND EROSION CONTROL PER CASQA BMP WE-1 ANY AND ALL APPLICABLE CASQA NON-STORMWATER BMPS (INCLUSIVE OF NS-1 THROUGH NS-16) ANY AND ALL APPLICABLE CASQA WASTE MANAGEMENT BMPS (INCLUSIVE OF WM-1 THROUGH WM-10)

AutoCAD SHX Text

SE-1

AutoCAD SHX Text

TC-1

AutoCAD SHX Text

EC-1

AutoCAD SHX Text

SE-5

AutoCAD SHX Text

WE-1

AutoCAD SHX Text

NS-X

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WM-X

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SE-7

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SE-8

SE-10

PETER A

MCCUEN

BLVD

FEM

O

YER

ST

IN

TER

NATIO

NAL

DR

INTERNATIONAL

DR

D A

T A

D R

FE

M

O Y

ER

ST

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

WATER TOWER

SITE (NO PLANTING

PROPOSED WITHIN

WATER TOWER AREA)

SEED BUILDING

PAD FOR SOIL

STABILIZATION

30' MECHANICAL GATE

SEE DETAIL 3/L-202

FENCING

SEE DETAIL 2/L-202

FENCE COLUMN

SEE DETAIL 1/L-202

FENCE COLUMN

SEE DETAIL 1/L-202

FENCING

SEE DETAIL 2/L-202

TREES QTY COMMON SCIENTIFIC CONT. SPACING REMARKS

41 BLUE OAK QUERCUS DOUGLASII 36" BOX AS SHOWN

20 BOX ELDER ACER NUGUNDO 24" BOX AS SHOWN

24 DESERT WILLOW CHILOPSIS LINEARIS 24" BOX AS SHOWN MULTI STEM

92 OREGON ASH FRAXINUS LATIFOLIA 24" BOX AS SHOWN

76 WATER GUM TRITANIOPSIS LAURINA 24" BOX AS SHOWN

SHRUBS

250 BLUE JEANS CALIFORNIA LILAC CEANOTHUS X 'BLUE JEANS' 3 GAL AS SHOWN

243 SOFT TOUCH COMPACT HOLLY ILEX CRENATA 'SOFT TOUCH' 3 GAL AS SHOWN

265 TURNER'S PITT MOCK ORANGE

PITTOSPORUM TOBIRA 'TURNER'S

VARIEGATED DWARF'

3 GAL AS SHOWN

283 WESTERN RED CEDAR 'KUGEL' THUJA PLICATA 'GRUNE KUGEL' 5 GAL AS SHOWN

GRASSES

10,396

SF

CLUSTERED FIELD SEDGE CAREX PRAEGRACLIS 1 GAL 18" O.C.

19,287

SF

COMMON YARROW ACHILLEA MILLENFOLIUM 3 GAL 24" O.C.

35,733

SF