36C26120B0011-004.pdf

VAMC LAND DEVELOPMENT STUDY

VA Northern California Health Care System

Mather Campus

10535 Hospital Way, Mather, CA 95655

VA PROJECT #: 612-121 APOGEE PROJECT #: 18-168

PROJECT SITE MAP

PROJECT VICINITY MAP

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

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

SES EVM

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

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 2

V-102 TOPOGRAPHIC SURVEY / EXISTING CONDITIONS MAP 2 2

CIVIL - C

C-001 NOTES 1 15

CD101 DEMOLITION PLAN 2 15

CD102 DEMOLITION PLAN 3 15

CS101 SITE PLAN 4 15

CG101 GRADING PLAN 5 15

CG102 GRADING PLAN 6 15

CG103 GRADING DETAILS 7 15

CG104 GRADING DETAILS 8 15

CG105X GRADING PLAN - ADD ALTERNATE 1 9 15

CG106X GRADING PLAN - ADD ALTERNATE 2 10 15

CU101 OVERALL STORM DRAIN PLAN 11 15

CU102 STORM DRAIN PLAN &PROFILE LINE B 12 15

CU103 STORM DRAIN PLAN &PROFILE LINE B 13 15

CU104 STORM DRAIN PLAN &PROFILE LATERAL B-1 14 15

CE101 EROSION CONTROL PLAN 15 15

LANDSCAPE - L

L-101 PLANTING PLAN 1 5

L-102X PLANTING PLAN - ADD ALTERNATE 1 2 5

L-103X PLANTING PLAN - ADD ALTERNATE 2 3 5

L-104X PLANTING PLAN - ADD ALTERNATE 3 4 5

L-201 PLANTING DETAILS 5 5

ELECTRICAL - E

E-001

GENERAL ELECTRIC NOTES, DETAILS, SYMBOLS AND ABBREVIATIONS

1 5

EP101 ELECTRICAL SITE PLAN 2 5

EP102X ELECTRICAL SITE PLAN - ADD ALTERNATE 1 3 5

EP103X ELECTRICAL SITE PLAN - ADD ALTERNATE 2 4 5

EL101 SITE PHOTOMETRIC DIAGRAM 5 5

COVER

GI100

1 1

N

SCALE: NTS

N

SCALE: NTS

PROJECT

SITE

DocuSign Envelope ID: 963A3DB0-6EEB-4B4F-80DE-16D5E7D5CEB0

1/24/2020

APN 067-0010-063-0000

FE

MO

YE

R

ST

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

TOPOGRAPHIC SURVEY /

EXISTING CONDITIONS MAP

V-101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

2JANUARY 22, 2020

DocuSign Envelope ID: 593F2550-3DCC-4EA2-90F6-4E295AC2C8C3

MO

YE

R

ST

AIRPARK DR

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

TOPOGRAPHIC SURVEY /

EXISTING CONDITIONS MAP

V-102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

2JANUARY 22, 2020

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

NOTES

C-001

ABBREVIATIONS

GENERAL CIVIL NOTES LEGEND

JANUARY 22, 2020

APN 067-0010-063-0000

MO

YE

R

ST

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

DEMOLITION PLAN

CD101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

DEMOLITION CONSTRUCTION NOTES / LEGEND

DEMOLITION NOTES

JANUARY 22, 2020

MO

YE

R

ST

AIRPARK DR

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

DEMOLITION PLAN

CD102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

DEMOLITION CONSTRUCTION NOTES / LEGEND

DEMOLITION NOTES

JANUARY 22, 2020

PETER A

MCCUEN BLVD

APN 067-0010-063-0000

FE

MO

YE

R

ST

AIRPARK DR

FE

MO

YE

R

ST

FE

MO

YE

R

ST

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

SITE PLAN

CS101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND

NOTES

PARKING SUMMARY

LINE & CURVE DATA

ADD ALTERNATE 1

ADD ALTERNATE 2

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

GRADING PLAN

CG101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

JANUARY 22, 2020

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

GRADING PLAN

CG102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

JANUARY 22, 2020

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

GRADING DETAILS

CG103

NOTCHED / KEYED CURB & GUTTER

ROCK DISSIPATOR

CONCRETE CURB

CONCRETE CURB & GUTTER

BIOFILTRATION BASIN

PARKING STALL PAVEMENT SECTION

SIDEWALK DETAIL

DRIVE AISLE PAVEMENT SECTION

JANUARY 22, 2020

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

O

T

F

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

11/18/19

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

GRADING DETAILS

CG104

CURB RAMP DETAIL 1

CURB RAMP DETAIL 2

CURB RAMP DETAIL 3

CURB RAMP DETAIL 4

CURB RAMP DETAIL 5

CURB RAMP DETAIL 6

CURB RAMP DETAIL 7

CURB RAMP DETAIL 8

CURB RAMP DETAIL 9

CURB RAMP DETAIL 10

CURB RAMP DETAIL 11

CURB RAMP DETAIL 12

CURB RAMP DETAIL 13

CURB RAMP DETAIL 14

CURB RAMP DETAIL 15

CURB RAMP DETAIL 16

CURB RAMP DETAIL 17

CURB RAMP DETAIL 18

801/22/2020JANUARY 22, 2020

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

GRADING PLAN - ADD ALT 1

CG105X

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

JANUARY 22, 2020

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

01/22/2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

GRADING PLAN - ADD ALT 2

CG106X

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

CONSTRUCTION NOTES / LEGEND NOTES

JANUARY 22, 2020

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

11/18/19

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

OVERALL STORM DRAIN PLAN

CU101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

01/22/2020JANUARY 22, 2020

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

11/18/19

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

STORM DRAIN PLAN & PROFILE

LINE B

CU102

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

01/22/2020JANUARY 22, 2020

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

11/18/19

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

STORM DRAIN PLAN & PROFILE

LINE B

CU103

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

01/22/2020JANUARY 22, 2020

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

11/18/19

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

STORM DRAIN PLAN & PROFILE

LATERAL B-1

CU104

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

STORM DRAIN CONSTRUCTION KEYNOTES

01/22/2020JANUARY 22, 2020

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

A

M

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

KEY PLAN

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

711 E Daily Drive, Suite 107

Camarillo, CA 93010 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

RC BB/SC

EROSION CONTROL PLAN

CE101

NOTICE TO CONTRACTORS

R

Callbefore you dig.

below.Know what's

EROSION CONSTRUCTION NOTES / LEGEND

EROSION CONTROL NOTES

TREES QTY COMMON SCIENTIFIC CONT. SPACING REMARKS

7 WATER GUM TRITANIOPSIS LAURINA 24" BOX AS SHOWN

GRASSES

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

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

502 DEERGRASS MUHLENBERGIA RIGENS 1 GAL 24" O.C.

165 GIANT WILDRYE

ELYMUS CONDENSATUS 'CANYON

PRINCE'

1 GAL 36" O.C.

221 SPREADING RUSH JUNCUS PATENS 1 GAL 24" O.C.

BIOINFILTRATION

BASIN AREA

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

SES EVM

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

L-101

PLANTING PLAN

1 5

0 15 30 60

1"= 30'SCALE:

NORTH

LANDSCAPING NOTES:

1. VERIFY ALL QUANTITIES AND REPORT ANY

DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE

COR PRIOR TO PLANTING.

2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING,

INSTALLATION, AND WARRANTY OF ALL PLANTING

MATERIALS WITHIN THE PROJECT AREA.

3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE

LOCATION OF ALL EXISTING AND NEW UNDERGROUND

UTILITIES PRIOR TO EXCAVATION FOR PLANTING.

DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE

OPERATION SHALL BE CORRECTED BY THE LANDSCAPE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE

HYDRANTS ON THE SITE.

5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE

TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL.

ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE

REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL &

DEBRIS REGARDLESS OF SIZE ARE TO BE REMOVED

PRIOR TO SEEDING OR PLANTING.

6. AMEND EXISTING SOIL PER SOILS TEST PRIOR TO

PLANTING. IF SOIL IS NOT SUITABLE FOR PLANTING, THEN

INSTALL A MINIMUM OF 6" OF APPROVED TOPSOIL TO ALL

PLANTING BEDS..

7. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND

FERTILIZER FOR HARDWOOD TREES ACCORDING TO SOIL

TEST RECOMMENDATIONS. SCARIFY PLANT PIT WALLS.

8. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT

CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT

CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF

THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME

OF BACKFILL SHOULD BE AMENDED WITH UP TO ONE

THIRD PINE BARK MULCH. PIECES SHOULD BE NO

LARGER THAN WHAT PASSES THROUGH A ONE INCH

SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL

DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS,

USE SOIL SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL

SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT.

MAXIMUM SAUCER HEIGHT IS 6 INCHES.

9. TOP OF ROOTBALL TO BE FLUSH WITH FINISHED GRADE.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE

UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY

PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN

TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE

ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE

REMOVED BY CONTRACTOR AT END OF ONE YEAR

WARRANTY PERIOD OR AS DIRECTED BY GROUNDS

MANAGEMENT.

11. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN

AREAS NOT UNDER IRRIGATION. INCORPORATE

TERRA-SORB (OR EQUAL) AS PER MANUFACTURERS

RECOMMENDATIONS, FOR AREAS NOT UNDER

IRRIGATION.

DocuSign Envelope ID: FF5B0813-F898-45A2-9DB7-3B2E8F6948A1

7 WATER GUM TRITANIOPSIS LAURINA 24" BOX AS SHOWN

GRASSES

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

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

683 DEERGRASS MUHLENBERGIA RIGENS 1 GAL 24" O.C.

152 GIANT WILDRYE

ELYMUS CONDENSATUS 'CANYON

PRINCE'

1 GAL 36" O.C.

239 SPREADING RUSH JUNCUS PATENS 1 GAL 24" O.C.

BIOINFILTRATION

BASIN AREA

PLANTING LIMITS

OF DISTURBANCE

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

SES EVM

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

L-102X

PLANTING PLAN - ADD

ALTERNATE 1

2 5

0 15 30 60

1"= 30'SCALE:

NORTH

LANDSCAPING NOTES:

1. VERIFY ALL QUANTITIES AND REPORT ANY

DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE

COR PRIOR TO PLANTING.

2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING,

INSTALLATION, AND WARRANTY OF ALL PLANTING

MATERIALS WITHIN THE PROJECT AREA.

3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE

LOCATION OF ALL EXISTING AND NEW UNDERGROUND

UTILITIES PRIOR TO EXCAVATION FOR PLANTING.

DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE

OPERATION SHALL BE CORRECTED BY THE LANDSCAPE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE

HYDRANTS ON THE SITE.

5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE

TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL.

ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE

REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL &

DEBRIS REGARDLESS OF SIZE ARE TO BE REMOVED

PRIOR TO SEEDING OR PLANTING.

6. AMEND EXISTING SOIL PER SOILS TEST PRIOR TO

PLANTING. IF SOIL IS NOT SUITABLE FOR PLANTING, THEN

INSTALL A MINIMUM OF 6" OF APPROVED TOPSOIL TO ALL

PLANTING BEDS..

7. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND

FERTILIZER FOR HARDWOOD TREES ACCORDING TO SOIL

TEST RECOMMENDATIONS. SCARIFY PLANT PIT WALLS.

8. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT

CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT

CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF

THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME

OF BACKFILL SHOULD BE AMENDED WITH UP TO ONE

THIRD PINE BARK MULCH. PIECES SHOULD BE NO

LARGER THAN WHAT PASSES THROUGH A ONE INCH

SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL

DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS,

USE SOIL SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL

SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT.

MAXIMUM SAUCER HEIGHT IS 6 INCHES.

9. TOP OF ROOTBALL TO BE FLUSH WITH FINISHED GRADE.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE

UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY

PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN

TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE

ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE

REMOVED BY CONTRACTOR AT END OF ONE YEAR

WARRANTY PERIOD OR AS DIRECTED BY GROUNDS

MANAGEMENT.

11. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN

AREAS NOT UNDER IRRIGATION. INCORPORATE

TERRA-SORB (OR EQUAL) AS PER MANUFACTURERS

RECOMMENDATIONS, FOR AREAS NOT UNDER

IRRIGATION.

BIOINFILTRATION

BASIN PLANTING

PLANTING LIMITS

OF DISTURBANCE

TREES QTY COMMON SCIENTIFIC CONT. SPACING REMARKS

15 WATER GUM TRITANIOPSIS LAURINA 24" BOX AS SHOWN

GRASSES

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

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

1,319

DEERGRASS MUHLENBERGIA RIGENS 1 GAL 24" O.C.

322 GIANT WILDRYE

ELYMUS CONDENSATUS 'CANYON

PRINCE'

1 GAL 36" O.C.

536 SPREADING RUSH JUNCUS PATENS 1 GAL 24" O.C.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

SES EVM

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

L-103X

PLANTING PLAN - ADD

ALTERNATE 2

3 5

0 15 30 60

1"= 30'SCALE:

NORTH

LANDSCAPING NOTES:

1. VERIFY ALL QUANTITIES AND REPORT ANY

DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE

COR PRIOR TO PLANTING.

2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING,

INSTALLATION, AND WARRANTY OF ALL PLANTING

MATERIALS WITHIN THE PROJECT AREA.

3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE

LOCATION OF ALL EXISTING AND NEW UNDERGROUND

UTILITIES PRIOR TO EXCAVATION FOR PLANTING.

DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE

OPERATION SHALL BE CORRECTED BY THE LANDSCAPE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE

HYDRANTS ON THE SITE.

5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE

TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL.

ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE

REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL &

DEBRIS REGARDLESS OF SIZE ARE TO BE REMOVED

PRIOR TO SEEDING OR PLANTING.

6. AMEND EXISTING SOIL PER SOILS TEST PRIOR TO

PLANTING. IF SOIL IS NOT SUITABLE FOR PLANTING, THEN

INSTALL A MINIMUM OF 6" OF APPROVED TOPSOIL TO ALL

PLANTING BEDS..

7. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND

FERTILIZER FOR HARDWOOD TREES ACCORDING TO SOIL

TEST RECOMMENDATIONS. SCARIFY PLANT PIT WALLS.

8. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT

CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT

CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF

THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME

OF BACKFILL SHOULD BE AMENDED WITH UP TO ONE

THIRD PINE BARK MULCH. PIECES SHOULD BE NO

LARGER THAN WHAT PASSES THROUGH A ONE INCH

SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL

DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS,

USE SOIL SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL

SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT.

MAXIMUM SAUCER HEIGHT IS 6 INCHES.

9. TOP OF ROOTBALL TO BE FLUSH WITH FINISHED GRADE.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE

UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY

PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN

TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE

ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE

REMOVED BY CONTRACTOR AT END OF ONE YEAR

WARRANTY PERIOD OR AS DIRECTED BY GROUNDS

MANAGEMENT.

11. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN

AREAS NOT UNDER IRRIGATION. INCORPORATE

TERRA-SORB (OR EQUAL) AS PER MANUFACTURERS

RECOMMENDATIONS, FOR AREAS NOT UNDER

IRRIGATION.

SHRUBS

136 'DENIM 'N LACE' RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA 3 GAL AS SHOWN

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

139 TURNER'S PITT MOCK ORANGE

PITTOSPORUM TOBIRA 'TURNER'S

VARIEGATED DWARF'

3 GAL AS SHOWN

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

GRASSES

910 DEERGRASS MUHLENBERGIA RIGENS 1 GAL 24" O.C.

45,970

SF

TURF GRASS SEED

SPECIES TO MATCH CURRENT ON

CAMPUS

SEEDED -

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

CONSULTANTS: PROJECT MANAGER:

ACG Project Number

SHEET NOTES:

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

SES EVM

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

L-104X

PLANTING PLAN - ADD

ALTERNATE 3

4 5

0 15 30 60

1"= 30'SCALE:

NORTH

LANDSCAPING NOTES:

1. VERIFY ALL QUANTITIES AND REPORT ANY

DISCREPANCIES OR INACCURACIES IN THE PLANS TO THE

COR PRIOR TO PLANTING.

2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING,

INSTALLATION, AND WARRANTY OF ALL PLANTING

MATERIALS WITHIN THE PROJECT AREA.

3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE

LOCATION OF ALL EXISTING AND NEW UNDERGROUND

UTILITIES PRIOR TO EXCAVATION FOR PLANTING.

DAMAGES TO UTILITIES CAUSED BY THE LANDSCAPE

OPERATION SHALL BE CORRECTED BY THE LANDSCAPE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE

HYDRANTS ON THE SITE.

5. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE

TO BE RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL.

ALL DEBRIS, ROCKS, ETC. LARGER THAN .5" ARE TO BE

REMOVED. ALL LARGE CONCENTRATIONS OF GRAVEL &

DEBRIS REGARDLESS OF SIZE ARE TO BE REMOVED

PRIOR TO SEEDING OR PLANTING.

6. AMEND EXISTING SOIL PER SOILS TEST PRIOR TO

PLANTING. IF SOIL IS NOT SUITABLE FOR PLANTING, THEN

INSTALL A MINIMUM OF 6" OF APPROVED TOPSOIL TO ALL

PLANTING BEDS..

7. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND

FERTILIZER FOR HARDWOOD TREES ACCORDING TO SOIL

TEST RECOMMENDATIONS. SCARIFY PLANT PIT WALLS.

8. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT

CROWN OF PLANT UNLESS OTHERWISE NOTED. FLARE AT

CROWN SHOULD BE REVEALED. BACKFILL CONSISTS OF

THOROUGHLY BROKEN UP NATIVE SOIL. TOTAL VOLUME

OF BACKFILL SHOULD BE AMENDED WITH UP TO ONE

THIRD PINE BARK MULCH. PIECES SHOULD BE NO

LARGER THAN WHAT PASSES THROUGH A ONE INCH

SCREEN. IF ADDITIONAL SOIL IS REQUIRED FOR BACKFILL

DUE TO DETRIMENTAL SUBSOIL DRAINAGE CONDITIONS,

USE SOIL SIMILAR TO EXISTING NATIVE SOIL. ADDITIONAL

SOIL TO BE APPROVED BY LANDSCAPE ARCHITECT.

MAXIMUM SAUCER HEIGHT IS 6 INCHES.

9. TOP OF ROOTBALL TO BE FLUSH WITH FINISHED GRADE.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE

UPRIGHT AND PLUMB THROUGHOUT THE WARRANTY

PERIOD. IF STABILIZATION IS NECESSARY SEE STAKING IN

TREE DETAIL, ORANGE FLAGGING TAPE SHOULD BE

ATTACHED TO SUPPORT WIRE. STAKING SHOULD BE

REMOVED BY CONTRACTOR AT END OF ONE YEAR

WARRANTY PERIOD OR AS DIRECTED BY GROUNDS

MANAGEMENT.

11. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN

AREAS NOT UNDER IRRIGATION. INCORPORATE

TERRA-SORB (OR EQUAL) AS PER MANUFACTURERS

RECOMMENDATIONS, FOR AREAS NOT UNDER

IRRIGATION.

SECTION

TREE (TYPICAL)

NTS

SHRUB (TYPICAL)

NTS

GROUNDCOVER PLANTING (TYPICAL)

NTS

SHRUB AND GROUNDCOVER SPACING

NTS

PLANTING NOTES

CROWN OBSERVATIONS - HIGH BRANCHED

NTS

SECTION PLAN

SECTION PLAN

TRUNK CALIPER SHALL

MEET ANSI Z60 CURRENT

EDITION FOR ROOT BALL SIZE.

MODIFIED SOIL. DEPTH

VARIES. (SEE PLANT SOIL

PLAN).

FINISHED GRADE.

BOTTOM OF ROOT BALL RESTS ON

EXISTING OR RECOMPACTED SOIL.

CENTRAL LEADER. (SEE CROWN

OBSERVATIONS DETAIL).

ROUND-TOPPED SOIL BERM

4" HIGH X 8" WIDE ABOVE ROOT

BALL SURFACE SHALL BE

CONSTRUCTED AROUND THE

ROOT BALL. BERM SHALL

BEGIN AT ROOT BALL PERIPHERY.

TOP OF ROOT BALL SHALL BE

FLUSH WITH FINISHED GRADE.

PRIOR TO MULCHING, LIGHTLY TAMP

SOIL AROUND THE ROOT BALL IN 6"

LIFTS TO BRACE TREE. DO NOT OVER

COMPACT. WHEN THE PLANTING

HOLE HAS BEEN BACKFILLED, POUR

WATER AROUND THE ROOT BALL TO

SETTLE THE SOIL.

3" LAYER OF SETTLED MULCH.

NO MORE THAN 1" OF MULCH ON

TOP OF ROOT BALL. (SEE

SPECIFICATIONS FOR MULCH).

SCARIFIED SOIL.

EQUAL EQUALEQUAL

ROOT BALL MODIFIED

AS REQUIRED (SEE

SPECIFICATIONS).

4" Ø SOCK DRAIN CONTINUOUS

AROUND BASE OF TREE. INSTALL 4" - 6"

DEEPER THAN ROOT BALL FOR

LOWERED PLANTING HOLE AS NEEDED

WITH POOR DRAINAGE (SEE PLANTING

PIT/BED DRAIN DETAIL).

MODIFIED SOIL.

DEPTH VARIES. (SEE

PLANTING SOIL PLAN).

4" HIGH X 8" WIDE ROUND - TOPPED

SOIL BERM ABOVE ROOT BALL

SURFACE SHALL BE CONSTRUCTED

AROUND THE ROOT BALL. BERM

SHALL BEGIN AT ROOT BALL

PERIPHERY.

PRIOR TO MULCHING, LIGHTLY TAMP

SOIL AROUND THE ROOT BALL IN 6"

LIFTS TO BRACE SHRUB. DO NOT

OVER COMPACT. WHEN THE

PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AROUND

THE ROOT BALL TO SETTLE THE

SOIL.

3" LAYER OF SETTLED

MULCH. NO MORE

THAN 1" OF MULCH ON

TOP OF ROOT BALL.

(SEE SPECIFICATIONS

FOR MULCH).

ROOT BALL RESTS

ON EXISTING OR

RECOMPACTED SOIL.

SCARIFIED SOIL.

FINISHED GRADE.

ROOT

BALL

SECTION VIEW

PAVEMENT.

MULCH.

GROUNDCOVER PLANTS TO

BE TRIANGULARLY SPACED.

SCARIFIED SOIL.

6" - 8" MODIFIED SOIL. DEPTH VARIES.

(SEE SPECIFICATIONS FOR SOIL

MODIFICATION).

3" LAYER OF SETTLED MULCH.

FINISHED GRADE.

EQUAL

EQUAL

PLANTING NOTES:

1. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY

LANDSCAPE ARCHITECT. STAKING IS REQUIRED FOR TREES

PLANTED ON SLOPES.

2. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER

SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL

AMENDMENTS TO A DEPTH OF 4-6" OVER THE ENTIRE AREA.

3. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND

TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF

POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING

THE PERIMETER OF THE CONTAINER.

4. FOR FIELD GROWN TREES, CUT BURLAP, ROPE AND WIRE

BASKET AWAY FROM TOP AND SIDES OF ROOT BALL.

5. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT

PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH

AFTER PLANTING AND REGULARLY THROUGHOUT THE

FOLLOWING TWO SUMMERS.

6. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND

EVERGREEN TREES.

7. DO NOT WRAP TRUNK; MARK NORTH SIDE OF TREE IN THE

NURSERY AND LOCATE TO THE NORTH IN THE FIELD.

8. WIDTH OF PLANTING HOLE IS 3X ROOT BALL AT THE SURFACE,

SLOPING TO 2X THE ROOT BALL DIAMETER AT THE DEPTH OF

THE ROOT BALL.

9. BEFORE PLANTING, ADD 3-4" OF WELL COMPOSTED LEAVES,

RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO

TOP 6" OF PREPARED SOIL. ADD COMPOST AT 20-35% BY

VOLUME TO BACKFILL.

10. PERFORM PERCOLATION TEST FOR EACH TREE PIT TO CONFIRM

THAT WATER DRAINS OUT OF THE SOIL. PROVIDE GRAVEL SUMP

FILTER FABRIC & VENT PIPE IF DRAINAGE DOES NOT OCCUR

WITHIN 24 HOURS. INCLUDE ALL SUMPS IN BASE BID. SHOULD

SUMPS NOT BE NECESSARY AFTER PERCOLATION TEST,

PROVIDE CHANGE ORDER DEDUCT TO OWNER.

11. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER, THEN

BREAKING DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE

GLAZING AND CREATE THE PREFERRED SLOPING SIDE.

12. TREES SHALL HAVE SINGLE LEADERS. TREES WITH 2 LEADERS

WILL BE REJECTED.

13. DO NOT PLACE MULCH IN CONTACT WITH TRUNK.

14. PROVIDE GATOR BAGS OR APPROVED EQUAL FOR ALL TREES

WHERE IRRIGATION IS NOT PROVIDED.

EXAMPLE

A B

Aspect

Ratio

2.50" 1.80" 0.72

2.0" 2.0" 1.0

2.50" 2.0" 0.80

4.0" 3.0" 0.75

A

B

EXAMPLE

A B

Aspect

Ratio

1.50" 0.50" 0.33

2.50" 0.90" 0.36

2.0" 1.00" 0.50

2.50" 1.60" 0.64

ONE CENTRAL LEADER

(NO CODOMINANT

LEADERS)

ASPECT RATIO

IS LESS

THAN 0.66.

ASPECT RATIO IS

GREATER THAN

0.66.

MULTIPLE LEADERS

(SEVERAL CODOMINANT

LEADERS)

ACCEPTABLE

REJECTABLE

A

B

A

B

A

B

B

ASPECT RATIO OF B:A LESS

THAN 0.66 AS MEASURED 1"

ABOVE THE TOP OF THE

BRANCH UNION.

ASPECT RATIO OF B:A GREATER THAN OR

EQUAL TO 0.66 AS MEASURED 1" ABOVE

THE TOP OF THE BRANCH UNION.

CURB OR EDGE OF PAVEMENT.

INDIVIDUAL PLANT SPACING 'X'.

REFER TO PLANT LIST FOR

SPACING EXCEPT WHERE NOTED

MASSES TO USE TRIANGULAR

ALL SHRUBS AND GROUNDCOVER

NOTE:

PLANT TYPES.

BETWEEN DIFFERENT

PROVIDE MIN. 18" SPACING

'X'

'X' 'X'

M I N

SETBACK FOR 36" O.C.

SETBACK FOR 24" O.C.

SETBACK FOR 48" - 60" O.C.

SETBACK FOR 6" O.C.

NOTES

1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE AND SPACING DIMENSION.

2. SMALL ROOTS (

" OR LESS) THAT GROW AROUND, UP OR DOWN THE ROOT BALL PERIPHERY ARE

CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE, HOWEVER THEY

SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE

TIME OF PLANTING.

3. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNCOVER PRIOR TO MULCHING.

4. WHEN GROUNDCOVER PLANTINGS ARE USED IN MASSES, ENTIRE BED SHALL BE EXCAVATED AND TILLED

WITH SOIL AMENDMENTS PER SPECIFICATIONS.

5. CONTRACTORS SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION.

6. O.C. = ON CENTER

L-201

PLANTING DETAILS

5 5Revisions: 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

E D

C B

A

2 3 4 5 6 7

1 2 3 4 5 6 7

Date Checked Drawn

SES EVM

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

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

E D

C B

A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

SES EVM

MATHER LAND

DEVELOPMENT

MATHER VA

10535 HOSPITAL WAY

MATHER, CA 95655

18-168

JANUARY 22, 2020

612-121

100% CONSTRUCTION DOCUMENTS

215 West Oak Street Suite 800A

Fort Collins, CO 80521

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

E-001

GENERAL ELECTRIC NOTES,

DETAILS, SYMBOLS, AND

ABBREVIATIONS

1 5

L

L

ELECTRICAL ABBREVIATIONS LIST

SS STAINLESS STEEL

SSW SELECTOR SWITCH

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TC TIMECLOCK

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL

CABINET

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UT UNDERGROUND TELEPHONE

UTP UNSHIELDED TWISTED PAIR

UTIL UTILITY

UV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

ANGLE

@ AT

DELTA

' FEET

" INCHES

# NUMBER

Φ PHASE

C CENTER LINE

P PLATE

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT

SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OL OVERLOAD

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT

UNIT

PCB POLYCHLORINATED BYPHENYL

PC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

POE POWER-OVER-ETHERNET

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

REQD REQUIRED

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SF SQUARE FEET/FOOT

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

SR SURFACE RACEWAY

1P 1 POLE (2P, 3P, 4P, ETC.)

1PH 1 PHASE

2/C TWO-CONDUCTOR (3/C, 4/C, ETC.)

W2 TWO-WIRE (3W, 4W, ETC.)

3PH 3 PHASE

A AMPERE

AAP ALARM ANNUNCIATOR PANEL

AC ABOVE COUNTER

AIR CONDITIONER

ALTERNATING CURRENT

ACC ACCESSIBLE

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

A/E ARCHITECT/ENGINEER

AF AMP FRAME

AFC AVAILABLE FAULT CURRENT (KILOAMPS)

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT INTERRUPTER

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

APPROX APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BATT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BYP BYPASS

C CONDUIT

CAB CABINET

CALC CALCULATED

CAP CAPACITY

CAT CATALOG, CATEGORY

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR-FURNISHED

CKT CIRCUIT

CLG CEILING

COAX COAXIAL CABLE

COMM COMMUNICATION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

COORDCOORDINATE

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CTR CENTER

CU COPPER

CU FT CUBIC FEET

dB DECIBEL

DB DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLISH/DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EG EQUIPMENT GROUND

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

ESMT EASEMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WALL HEATER

ELECTRIC WATER HEATER

EX EXISTING

EXP EXPLOSION PROOF

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FUDS FUSED SAFETY DISCONNECT SWITCH

FVR FULL VOLTAGE REVERSING

FVNR FULL VOLTAGE NON-REVERSING

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL (CONDUIT)

GYP BDGYPSUM BOARD

HID HIGH-INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

IES ILLUMINATION ENGINEERING SOCIETY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

I/W INTERLOCK WITH

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LED LIGHT-EMITTING DIODE

LF LINEAR FEET/FOOT

LM LUMEN

LRA LOCKED ROTOR AMPS

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

METAL-CLAD (CONDUIT)

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOA MULTIOUTLET ASSEMBLY

MSBD MAIN SWITCHBOARD

MT MOUNT

A1 b

T1

'LPN'

ELECTRICAL SYMBOL NOTES

THE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER OR AN UPPER

CASE LETTER AND NUMBER.

THE SWITCH DESIGNATION (IF NEEDED) IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE: LIGHTING FIXTURE TYPE 'A1' IS CONTROLLED BY SWITCH 'b'.

EXIT SIGNS: STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING

MOUNTING. SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES

DIRECTIONAL ARROW ON ILLUMINATED FACE(S).

TRANSFORMERS: THE TRANSFORMER TYPE IS INDICATED BY A NUMBER

FOLLOWING THE UPPER CASE LETTER 'T'. SEE THE TRANSFORMER SCHEDULE OR

THE SINGLE LINE DIAGRAM FOR THE TRANSFORMER DESCRIPTION AND

REQUIREMENTS.

PANELBOARDS: PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING

SIDE OF RECESSED PANELBOARDS. SEE PANELBOARD IDENTIFICATION FOR

DESIGNATION CODES.

SHEET KEY NOTE: SEE THE SHEET KEY NOTES ON THAT SHEET FOR THE NOTE

NUMBER INDICATED IN THE HEXAGON.

HOME RUN TO BRANCH CIRCUIT PANEL: THE PANEL DESIGNATION AND CIRCUIT

DESIGNATION ARE SHOWN ADJACENT TO THE HOME RUN ARROW.

CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANEL

SCHEDULE WITH THE CORRESPONDING PANEL AND CIRCUIT DESIGNATION.

SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS INDICATE

A UNIT TYPE. SEE APPROPRIATE SCHEDULE OR SPECIFICATIONS.

'LPN'-1,3,5

EXAMPLE: TRANSFORMER TYPE 'T1'.

EXAMPLE: HOME RUN TO PANELBOARD 'LPN'; CIRCUITS 1, 3, 5.

GENERAL ELECTRICAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE INSTALLED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDED

PROCEDURES, ALL APPLICABLE LOCAL AND STATE CODES, AMERICANS WITH DISABILITIES ACT AND

WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND VA STANDARDS.

PROVIDE ADDITIONAL SUPPORT FOR DEVICES, FIXTURES, EQUIPMENT AND FEEDERS WHERE THE

BUILDING CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING.

FIRESTOP, DRAFTSTOP, SMOKESTOP AND/OR PROTECT THE ANNULAR SPACE AROUND ALL

PENETRATIONS THROUGH WALLS, PARTITIONS, FLOORS, CEILING, AND ROOFS IN ACCORDANCE

WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTING REQUIREMENT AND

THE APPLICABLE BUILDING CODES.

VERIFY CEILING SYSTEMS AND PROVIDE MOUNTING ACCESSORIES, TRIMS AND ALL REQUIRED

MOUNTING HARDWARE TO SUIT THE PARTICULAR INSTALLATION.

PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES DURING CONSTRUCTION.

BRANCH CIRCUIT CONDUCTORS SHALL BE 12 AWG COPPER MINIMUM.

COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION SO AS TO

AVOID CONFLICT DURING CONSTRUCTION.

ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES INDICATING EQUIPMENT SERVED AND

ROOM NUMBER (AS INDICATED ON FINAL BUILDING ROOM SIGNAGE) OF EQUIPMENT LOCATION, OR

SPARE, OR SPACE.

MANUFACTURER'S NAME AND MODEL NUMBER ARE GIVEN FOR DESCRIPTIVE PURPOSES, TO

INDICATE A QUALITY STANDARD, AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A PARTICULAR

MANUFACTURER. PRODUCTS DEEMED EQUAL AND APPROVED BY THE DESIGNER WILL BE

ACCEPTED. ALL PRODUCTS MUST COMPLY WITH "BUY AMERICAN ACT".

ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL, BREAKER, AND/OR PARTICULAR

EQUIPMENT MANUFACTURER'S SPECIFICATIONS.

CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE TERMINATED ON THE

DEVICE'S SCREW TERMINALS.

MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, OUTLET, FIXTURE, OR EQUIPMENT

UNLESS NOTED OTHERWISE.

ALL WIRE TERMINATIONS SHALL BE RATED FOR 75 DEGREES C.

ALL CONDUCTORS SHALL HAVE THHN/THWN INSULATION, UNLESS OTHERWISE NOTED.

ALL CONDUIT SHALL BE RGS OR EMT UNLESS OTHERWISE NOTED. FMC CONDUIT SHALL BE USED ON

VIBRATING EQUIPMENT (MAXIMUM LENGTH OF 6 FEET). PVC SHALL BE USED FOR UNDERGROUND

CONDUIT OR WHERE CONCRETE-ENCASED. WHERE VIBRATING EQUIPMENT IS LOCATED OUTSIDE,

LFMC CONDUIT SHALL BE USED (MAXIMUM SIX FEET) FOR FINAL CONNECTIONS.

ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN

APPROVED THIRD PARTY TESTING AGENCY.

FOR ALL LED FIXTURES, THE FIXTURE MUST BE CAPABLE OF SELF-RESETTING TO THE

SWITCHED/CONTROLLED STATE DURING ANY FLUCTUATION IN POWER SUPPLY WHERE AUTOMATIC

PROTECTIVE MEASURES DISABLE THE LED LAMPS. PROVIDE A LETTER OR STATEMENT FROM THE

MANUFACTURER, OR OTHER ACCEPTABLE PROOF, THAT ALL LED FIXTURES, WITH OR WITHOUT

BROWNOUT PROTECTION, WILL RETURN TO THE SWITCHED/CONTROLLED STATE AUTOMATICALLY.

PROVIDE STATEMENT WITH THE FIXTURE SUBMITTALS.

IN CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT DRAWINGS, THE

BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER QUANTITY OF WORK , AS

DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

COMPRESSION COUPLINGS SHALL BE USED. NO SET SCREW FITTINGS ARE ALLOWED.

SHORT CIRCUIT CURRENT CALCULATIONS WILL BE

PERFORMED ON THE ELECTRICAL SYSTEM USING A

BOLTED THREE PHASE FAULT CONDITION FOR

CALCULATIONS TO ACHIEVE MAXIMUM THERMAL AND

MECHANICAL STRESS TO THE SYSTEM FOR

CALCULATIONS PURPOSES. EXISTING SHORT CIRCUIT

VALUES WILL BE USED OUTSIDE THE WORK AREA, FOR

THE STARTING POINT OF THE CALCULATIONS.

METHOD OF SHORT CIRCUIT

CURRENT CALCULATIONS

USING OHM'S LAW AND THE KNOWN RESISTIVITY

CONSTANT OF CONDUCTOR METAL (CIRCULAR MIL-OHM

PER FOOT) FOR COPPER CONDUCTORS, OUR INTENT IS

TO CALCULATE THE REQUIRED WIRE SIZE NECESSARY SO

AS NOT TO EXCEED THE RECOMMENDED VOLTAGE DROP

OF 3% FOR BRANCH CIRCUIT CONDUCTORS.

METHOD OF VOLTAGE DROP

CALCULATIONS

LIGHTING SYMBOL LEGEND

SYMBOL

HEIGHT

AFF *

DESCRIPTION

POLE-MOUNTED LUMINAIRE

* - ANY HEIGHTS INDICATED IN PLANS SHALL SUPERCEDE THOSE

LISTED HERE.

MJJ/EVM

LUMINAIRE SCHEDULE

TYPE DESCRIPTION MOUNTING LAMP DRIVER VOLTAGE WATTS MANUFACTURER MODEL NUMBER

A PACKAGED SOLAR-POWERED OUTDOOR AREA LIGHT

WITH 5" DIA. x 30-FOOT TALL POLE, 36" ARM BRACKET, TAMPER-PROOF HANDHOLE, AND ALL REQUIRED

GRID-TIE SOLAR ACCESSORIES. INCLUDE POLE-BASE.

POLE-MOUNT LED; 14,400

LUMENS; +70 CRI

120-277V;

DIMMABLE;

PF=0.90; 60Hz

277V 120W LIGHTING

EQUIPMENT

SALES CO.

LES872 *

GENERAL NOTES:

A. MANUFACTURER AND CATALOG NUMBERS SHOWN ARE FOR BASIS OF DESIGN, DESCRIPTIVE & QUALITY STANDARDS ONLY, AND ARE NOT TO BE USED FOR ORDERING WITHOUT

VERIFICATION AND APPROVAL. CONTRACTOR TO PROVIDE PRODUCT OR EQUAL FOR APPROVAL BY OWNER, ARCHITECT, AND ENGINEER. ENGINEER SHALL NOT BE RESPONSIBLE FOR

MISMATCHED OR INACCURATE PART NUMBERS.

B. VERIFY ALL LIGHT FIXTURE MOUNTING TYPES AND COLORS WITH COR.

C. FOR ALL LED FIXTURES, THE FIXTURE SHALL BE CAPABLE OF SELF-RESETTING TO THE SWITCHED/CONTROLLED STATE DURING ANY FLUCTUATION IN POWER SUPPLY WHERE

AUTOMATIC PROTECTIVE MEASURES DISABLE THE LED LAMPS. PROVIDE A LETTER OR STATEMENT FROM THE MANUFACTURER, OR OTHER ACCEPTABLE PROOF, THAT ALL LED

FIXTURES, WITH OR WITHOUT BROWNOUT PROTECTION, SHALL RETURN TO THE SWITCHED/CONTROLLED STATE AUTOMATICALLY. PROVIDE STATEMENT WITH THE FIXTURE

SUBMITTALS.

D. LIGHTING CONTROLS, INCLUDING CONTROL SCHEMATICS, DEVICES, SWITCHES, SENSORS AND GRAPHIC DISPLAYS/CONTROLLERS. THIS INFORMATION MUST BE SUBMITTED WITH THE

LIGHT FIXTURE SHOP DRAWINGS, FOR A COMPLETE REVIEW.

* MODIFY EQUIPMENT MODEL TO ACCOMMODATE CHARACTERISTICS / OPTIONS AS DESCRIBED OR SUBMIT EQUIPMENT THAT MEETS THE DESCRIPTION.

POLE BASE DETAIL

NTS

LIGHT POLE PER LIGHT

FIXTURE SCHEDULE

(3"x5") REINFORCED HAND HOLE

WITH TAMPER RESISTANT SCREWS.

PROVIDE IN-LINE SCREW-TYPE FUSE

HOLDER(S) WITH FUSE(S).

POLE GROUNDING STUD

2-PIECE BOLT COVER PLATE.

PVC CONDUIT ADAPTER

COUPLING

PVC CONDUIT

RIGID STEEL CONDUIT

UNDISTURBED SOIL OR

SELECT BACKFILL

COMPACTED, SEE NOTE

BELOW.

#4 BARE COPPER

GROUND (20'-0")

COILED BELOW BASE

(1") EMPTY CONDUIT

WITH CAP (WHERE

SHOWN ON PLANS)

FINISHED GRADE

ANCHOR BOLTS PER POLE

MANUFACTURER'S REQUIREMENTS

WITH LEVELING NUTS ABOVE &

BELOW BASE PLATE

CONCRETE BASE &

REINFORCING STEEL,

SEE NOTE BELOW.

POLE BASE DESIGN SHALL BE SUBMITTED BY THE CONTRACTOR, SHALL BE OF A NEW ISSUE,

AND SHALL INCLUDE THE STAMP OF A PROFESSIONAL STRUCTURAL ENGINEER CURRRENTLY

LICENSED IN THE STATE OF CALIFORNIA. DESIGN SHALL INCLUDE REQUIRED TECHNICAL

ELEMENTS FOR THE POLE-BASE CONSTRUCTION SUCH AS BACKFILL, CONCRETE,…