36C25019B0032-003.pdf

PDF 10 MB Posted Jun 25, 2019

Attached to: 655-15-108 Medical Center Security System Federal contract opportunity
Solicitation number: 36C25019B0032
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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36C25019B0032 Drawings Part 1 of 3 Project 655-15-108.pdf

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36C25019B0032-0003001.pdf	PDF	Aug 7, 2019
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36C25019B0032-0003003.pdf	PDF	Aug 7, 2019
36C25019B0032-0003002.pdf	PDF	Aug 7, 2019
36C25019B0032-0002000.docx	DOCX document	Aug 5, 2019
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36C25019B0032-0001001.pdf	PDF	Jul 24, 2019
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36C25019B0032-005.pdf	PDF	Jun 25, 2019
36C25019B0032-001.docx	DOCX document	Jun 25, 2019
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36C25019B0032-008.docx	DOCX document	Jun 25, 2019
36C25019B0032-002.pdf	PDF	Jun 25, 2019
36C25019B0032-006.docx	DOCX document	Jun 25, 2019
36C25019B0032-000.docx	DOCX document	May 3, 2019

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VA MEDICAL CENTER

ALEDA E LUTZ

BUILDING

No. 3

BUILDING

No. 2

BUILDING No. 21 BUILDING No. 9

BUILDING No. 6

BUILDING No. 1

BUILDING

No. 22

BUILDING

No. 17

BUILDING

BUILDING No. 30

No. 19

BUILDING

No. 32

BUILDING

No. 4

BUILDING

No. 35

BUILDING

No. 34

WEISS STREET

C & O RAILROAD

N. M

ASO

STREETDELAW

ARE

BLVD.

WEISS STREET

N. W O

DBRIDG

STREET

DELAW

ARE

BLVD.

100% BID DOCUMENTS SUBMISSION

SHEET INDEX

SHEET NUMBER

GENERAL

TITLE

GI001 COVER SHEET

CIVIL

CS100 SECURITY FENCE PLAN

CS200 GENERAL NOTES AND SITE DETAILS

ELECTRICAL

E001 ELECTRICAL SYMBOLS, LEGEND AND NOTES

SECURITY

T001

TS101 SECURITY SITE PLAN - SECTION A

TS102 SECURITY SITE PLAN - SECTION B

SECURITY SYMBOL LEGEND

TS103 SECURITY SITE PLAN - SECTION C

ARCHITECTURAL

1-E101

SECURITY

1-T101

1-T111

1-T121

1-T131

1-T141

1-T151

BUILDING 1

BUILDING 1 BASEMENT FLOOR PLAN

BUILDING 1 FIRST FLOOR PLAN

BUILDING 1 SECOND FLOOR PLAN

BUILDING 1 THIRD FLOOR PLAN

BUILDING 1 FOURTH FLOOR PLAN

BUILDING 1 FIFTH FLOOR PLAN

1-AE101

ELECTRICAL

BASEMENT FLOOR PLAN

ARCHITECTURAL

2-E111

SECURITY

2-T111

2-T121

BUILDING 2

BUILDING 2 FIRST FLOOR PLAN

BUILDING 2 SECOND FLOOR PLAN

2-AE121

ELECTRICAL

SECOND FLOOR PLAN AND POLICE

BICYCLE SHED AND SCHEDULES

2-E121

FIRST FLOOR PLAN

SECOND FLOOR PLAN

BUILDING 3

SECURITY

BUILDING 3 BASEMENT FLOOR PLAN3-T101

BUILDING 21

BUILDING 21 FIRST FLOOR PLAN21-T111

SECURITY

22-T101

BUILDING 22

BUILDING 22 BASEMENT FLOOR PLAN

22-T111 BUILDING 22 FIRST FLOOR PLAN

22-T121 BUILDING 22 SECOND FLOOR PLAN

BUILDING 30

30-T111 BUILDING 30 FIRST FLOOR PLAN

SECURITY

T500 VIDEO SURVEILLANCE DIAGRAM

ES100 ELECTRICAL SITE PLAN

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ALEDA E. LUTZ VA MEDICAL CENTER

AutoCAD SHX Text

MEDICAL CENTER SECURITY SYSTEMS

AutoCAD SHX Text 655-15-108

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text SSOE No.

AutoCAD SHX Text 015-01617-00 http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com http://www.ssoe.com AutoCAD SHX Text

SSOE GROUP 1050 WILSHIRE DRIVE SUITE 260 TROY, MI 48084-1526

AutoCAD SHX Text 07-31-18

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Aleda E Lutz Medical Center 1500 Weiss Street Saginaw, MI 48602

AutoCAD SHX Text File Location

AutoCAD SHX Text File Name

AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

AutoCAD SHX Text

AND CONTROLS UPGRADES

AutoCAD SHX Text

ENTIRE MEDICAL CENTER

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

GI001

AutoCAD SHX Text

REC

AutoCAD SHX Text

JAB

AutoCAD SHX Text 12-18-15

AutoCAD SHX Text

SCHEMATIC DESIGN RESUBMISSION

AutoCAD SHX Text 12-16-16

AutoCAD SHX Text

DESIGN DEVELOPMENT

AutoCAD SHX Text 4-24-17

AutoCAD SHX Text

CONSTRUCTION DEVELOPMENT SUBMISSION

AutoCAD SHX Text 09-08-17

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENT SUBMISSION

AutoCAD SHX Text 07-31-18

AutoCAD SHX Text

100% BID DOCUMENTS SUBMISSION

AutoCAD SHX Text 01-04-19

AutoCAD SHX Text

BID DOCUMENT SUBMISSION

AutoCAD SHX Text U S DEPARTMENT OF VETERANS AFFAIRS ALEDA E LUTZ VA MEDICAL CENTER, SAGINAW, MICHIGAN

AutoCAD SHX Text

MAIN CAMPUS MAP

AutoCAD SHX Text Project Number: 655-15-108

AutoCAD SHX Text

MAIN CAMPUS VICINITY MAP

AutoCAD SHX Text N

AutoCAD SHX Text

DAVENPORT AVE.

AutoCAD SHX Text

STATE STREET

AutoCAD SHX Text

DELAWARE BLVD.

AutoCAD SHX Text

MASON STREET

AutoCAD SHX Text

BAY STREET

AutoCAD SHX Text

MICHIGAN AVE.

AutoCAD SHX Text

WEISS STREET

AutoCAD SHX Text

WEISS STREET

AutoCAD SHX Text

SHATTUCK ROAD

AutoCAD SHX Text I-675

AutoCAD SHX Text

HILL STREET

AutoCAD SHX Text

DENDORFER WOODS PARK

AutoCAD SHX Text

C&O RAIL ROAD

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

SITE

AutoCAD SHX Text

SECURITY SYSTEMS AND CONTROLS UPGRADES

BUILDING No. 3

BUILDING No. 2

N o.

. 2

BUILDING No. 17

N o.

No . 1

. 3

BUILDING No. 4

BUILDING No. 34

O R

N. MASON

STREET

DELAWARE

BLVD.

N. WOODBRIDGE

STREET

DELAWARE

BLVD.

8' WIDE (16'-0" TOTAL WIDTH)

DOUBLE SWING GATE TO MATCH FENCE

SEE DETAIL H SHEET CS200

5' WIDE SINGLE SWING ACCESS

MAN GATE TO MATCH FENCE

SEE DETAIL H SHEET CS200

BICYCLE SHED

SEE SHEET 2-AE121

I D

O T

A L

I D

T H

O R

N A

M E

N T

E A

V Y

U T

O U

B L

S W

I N

A T

C E

S E

E T

H E

N E

E N

O L

L A

R D

D G

P A

C I N

H A

I N

B E

T W

E E

O L

L A

R D

Y P

I C

A L

S E

E T

R C

H I T

E C

T U

R A

O L

U M

R E

M O

I D

E W

A L

E Q

S E

E T

R C

H I T

E C

T U

R A

O L

U M

S E

E T

R C

H I T

E C

T U

R A

O L

U M

S E

E T

R C

H I T

E C

T U

R A

O L U

M N

S E

E T

I D

O T

T H

O R

N A

M E

N T

U T

O U

B L E

S W

I N

A T

C E

S E

E T

H E

E X

I S

T I N

E N

C E

A I N

EXISTING FENCE

TO REMAIN

EXISTING FENCE

TO REMAIN

R E

M O

L A

I S

T I N

E N

D I T

I T

I G

E C

U R

I T

E N

N O

E R

N A

I N

H A

E N

A R

I R

P E

E T

H E

C O

N N

C E

E N

C E

37'

F A

O L

U M

H A

L L

E E

F F

F A

U R

Y P

I C

A L

F A

O L

U M

H A

L L

E E

F F

F A

U R

Y P

I C

A L

NOTE:

CONTRACTOR SHALL FIELD

VERIFY FENCE OPENING

WIDTH DIMENSION PRIOR

TO FABRICATION

NOTE:

CONTRACTOR SHALL FIELD VERIFY

FENCE OPENING WIDTH DIMENSION

PRIOR TO FABRICATION

CLEARING AND GRUBBING AS REQUIRED FOR

THE FENCE INSTALLATION. CONTRACTOR

SHALL BE AWARE OF POTENTIAL ACCESS

DIFFICULTIES IN THIS AREA.

R E

M O

L A

I S

T I N

E R

I M

E T

E R

F E

N C

I T

I G

E C

U R

I T

E N

C E

S E

E T

E R

N A

I N

H A

E N

A R

W I R

REMOVE AND REPLACE EXISTING PERIMETER

FENCE WITH NEW 8' HIGH SECURITY FENCE.

SEE DETAIL G SHEET CS200. ALTERNATE TO

BE 8' VINYL CLAD CHAIN LINK FENCE W/ BARB

WIRE. SEE DETAIL D SHEET CS200

E X

I S

T I N

E N

C E

A I N

EXISTING FENCE

TO REMAIN

EXISTING FENCE

TO REMAIN

EXISTING FENCE

TO REMAIN

REMOVE AND REPLACE EXISTING FENCE WITHIN THE

DITCH AREA WITH NEW 8' HIGH SECURITY FENCE PER

NOTE #2 IN DETAIL G SHEET CS200. ALTERNATE TO

BE 8' VINYL CLAD CHAIN LINK FENCE W/ BARB WIRE

PER DETAIL E ON SHEET CS200.

I D

I N

G L

W I N

C C

E S

M A

T C

E N

C E

C R

E T

I D

E W

A L

R E

X G

I D

E W

A L

R O

13'

REMOVE AND REPLACE EXISTING FENCE WITH NEW 8' HIGH SECURITY

FENCE. SEE DETAIL G SHEET CS200. ALTERNATE TO BE 8' VINYL CLAD

CHAIN LINK FENCE W/ BARB WIRE. SEE DETAIL D SHEET CS200

EXISTING FENCE

TO REMAIN

EXISTING FENCE

TO REMAIN

EXISTING FENCE

TO REMAIN

REMOVE AND REPLACE EX. FENCE WITH VINYL

CLAD CHAIN LINK FENCE OF SAME HEIGHT.

SCALE: 1"=40'-0" GRAPHIC SCALE : 1" =

40' 80' 120'

40'

Know what's below.

before you dig.Call

100% BID DOCUMENTS SUBMISSION

GENERAL NOTES:

CONTRACTOR TO REMOVE

EXISTING FENCE ENTIRELY

INCLUDING POLES AND CONCRETE.

CONTRACTOR SHALL BE

RESPONSIBLE FOR VERIFICATION

OF THE EXACT LOCATION OF ALL

EXISTING UTILITIES BEFORE

COMMENCING ANY WORK.

CONTRACTOR SHALL USE GROUND

PENETRATING RADAR AND HAND

DIG TO EXPOSE ANY UTILITIES IF

REQUIRED. CONTRACTOR SHALL

BE FULLY RESPONSIBLE FOR THE

COST OF REPAIR OF ANY AND ALL

DAMAGES WHICH OCCUR AS A

RESULT OF A FAILURE TO EXACTLY

LOCATE AND PRESERVE ANY AND

ALL EXISTING UTILITIES TO REMAIN.

AutoCAD SHX Text

EX. OXYGEN TANKS AND PAD

AutoCAD SHX Text

EX. WATER TOWER

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

SECURITY FENCE PLAN

AutoCAD SHX Text

CS100

AutoCAD SHX Text

DDW

AutoCAD SHX Text

CWH

AutoCAD SHX Text

AutoCAD SHX Text 12-16-16

AutoCAD SHX Text

DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 09-08-17

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENT SUBMISSION

AutoCAD SHX Text 01-04-19

AutoCAD SHX Text

BID DOCUMENT SUBMISSION

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ALEDA E. LUTZ VA MEDICAL CENTER

AutoCAD SHX Text

MEDICAL CENTER SECURITY SYSTEMS

AutoCAD SHX Text 655-15-108

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text SSOE No.

SSOE GROUP 1050 WILSHIRE DRIVE SUITE 260 TROY, MI 48084-1526

AutoCAD SHX Text 07-31-18

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Aleda E Lutz Medical Center 1500 Weiss Street Saginaw, MI 48602

AutoCAD SHX Text File Location

AutoCAD SHX Text File Name

AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

AutoCAD SHX Text

AND CONTROLS UPGRADES

ENTIRE MEDICAL CENTER

GENERAL NOTES:

1. ALL WORK AND MATERIALS SHALL CONFORM TO VA STANDARDS AND TO THE 2012 STANDARDS SPECIFICATIONS FOR CONSTRUCTION OF THE

MICHIGAN DEPARTMENT OF TRANSPORTATION AND THE LATEST ASSOCIATED SUPPLEMENTS AND REVISIONS, AND IN COMPLIANCE WITH ALL

APPLICABLE NATIONAL, STATE, AND LOCAL STANDARDS AND REGULATIONS, UNLESS NOTED OTHERWISE.

2. THERE WAS NO TOPOGRAPHIC SURVEY DONE FOR THIS PROJECT. CONTRACTOR SHALL FIELD VERIFY ALL WORK LIMITS PRIOR TO

CONSTRUCTION.

3. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. IT IS BELIEVED THAT THEY ARE ESSENTIALLY CORRECT, BUT SSOE GROUP DOES NOT GUARANTEE THEIR ACCURACY OR COMPLETENESS. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

4. THE CONTRACTOR AT ALL TIMES SHALL FOLLOW ALL STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION OF THIS PROJECT.

SPECIAL CARE SHALL BE TAKEN DURING ALL TRENCHING OPERATIONS. SHEETING AND BRACING, CRIBBING, ETC., MUST BE INSTALLED AS

REQUIRED TO PROVIDE MAXIMUM SAFETY TO THE CONTRACTOR'S WORKERS IN FULL COMPLIANCE WITH OSHA REGULATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, TYPE & MATERIAL, SUPPORT, PROTECTION AND RESTORATION OF ALL

EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL EXPOSE OR LOCATE ALL

UTILITIES OR STRUCTURES WITHIN THE ALIGNMENT OF PROPOSED NEW CONSTRUCTION AT LEAST 1 WEEK PRIOR TO CONSTRUCTION TO

VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL CALL 811, 48 HOURS PRIOR TO

CONSTRUCTION AND SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO WORK IN THE VICINITY OF THEIR UNDERGROUND

LINES. A VA REPRESENTATIVE SHALL BE ON-SITE WHEN EXPOSING ANY UTILITIES.

6. ALL REMOVALS NECESSARY TO ACCOMPLISH THE NEW WORK ARE TO BE CONSIDERED PART OF THE CONTRACT AND INCLUDED IN IT'S BIDDING, WHETHER SPECIFIED, SHOWN ON THE DRAWINGS OR NOT. A CAREFUL INSPECTION OF THE PREMISES PRIOR TO BIDDING SHALL BE MADE BY

EACH BIDDER.

7. ALL DISTURBED AREAS NOT DESIGNATED TO RECEIVE A FINISHED SURFACE SHALL BE SEEDED AND MULCHED ON A MINIMUM OF 4" TOPSOIL.

SEED, MULCH AND FERTILIZE ALL DISTURBED TOPSOIL AREAS. CONTRACTOR SHALL WATER, FERTILIZE AND RESEED AREAS AS NECESSARY

UNTIL OF A MINIMUM OF 70% GROWTH DENSITY IS ACHIEVED.

8. CONTRACTOR SHALL KEEP EXISTING STREETS, ROADS AND DRIVES CLEAR OF DIRT, DEBRIS AND EQUIPMENT. STREET AND FOOT TRAFFIC

SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL USE TRAFFIC CONTROL DEVICES AS NECESSARY PER MDOT SPECIFICATIONS.

9. ANY DAMAGE TO STRUCTURES WITHIN THE CITY RIGHT-OF-WAY DURING THE DEMOLITION AND CONSTRUCTION PHASE OF THE PROJECT SHALL

BE REPAIRED PER THE VA OR MDOT CONSTRUCTION STANDARDS.

10. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AS NECESSARY FOR NEW CONSTRUCTION.

11. ALL ORGANIC MATERIAL AND POOR SOIL SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY OWNER'S REPRESENTATIVE.

12. PROTECT EXISTING BUILDINGS, TREES, UTILITIES AND STRUCTURES TO REMAIN AS NECESSARY. THE CONTRACTOR IS RESPONSIBLE FOR ANY

DAMAGE TO EXISTING CONSTRUCTION RESULTING FROM OR CAUSED BY NEW CONSTRUCTION.

4" DIA. SCHEDULE 40 STEEL

PIPE FILLED w/CONCRETE

FINISHED GRADE, SLAB

OR PAVEMENT

3000 P.S.I.

CONCRETE

POST

1'-6 DIA.

SCALE:

EMBEDDED PIPE POST

NONECS100

NOTE:

BOLLARDS SHALL BE PROVIDE WITH CHAIN

ATTACHED AS REQUIRED.

TOP RAIL

LINE POST

BRACE RAIL

CORNER,

END,

OR PULL

POST

TRUSS ROD

" MIN. DIA.)

GRADE

10" MIN. DIA.

CONCRETE BASE

BOTTOM OF FABRIC

TENSION WIRE

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

BLACK VINYL CLAD

TIE WIRES

OR HOG

RINGS (TYP.)

10'-0" 10'-0"

I N

LINE POSTS TO BE EQUALLY SPACED

NOTE:

1. FENCE SHALL BE 8'-0" HIGH

2. LOCATION AND SPACING FOR BRACE

RAIL AND TRUSS ROAD SHALL BE PER

MANUFACTURE RECOMMENDATIONS

SCALE:

CHAIN-LINK SECURITY FENCE

NONECS100

FENCE NOTES

1. CONTRACTOR TO FIELD VERIFY EXISTING TREE LOCATIONS

ALONG PROPERTY LINE AND NOTIFY THE OWNERS FIELD

REPRESENTATIVE OF ANY VEGETATION THAT CONFLICTS

WITH FENCE ALIGNMENT. CONTRACTOR TO MODIFY FENCE

ALIGNMENT AS NEEDED, WITH APPROVAL FROM OWNERS

FIELD REPRESENTATIVE, TO COORDINATE WITH EXISTING

UTILITIES AND/OR TREES.

2. ORNAMENTAL SWING GATE SHALL BE MANUFACTURED BY

"TYMETAL CORP." (WWW.TYMETAL.COM) OR APPROVED

EQUAL. INSTALL FENCE PER MANUFACTURER'S WRITTEN

INSTRUCTIONS. MINIMUM FOUNDATION DEPTH TO BE 3'-6".

3. GATE LEAF HARDWARE SHALL INCLUDE:

3.1. HINGES WITH 180° OUTWARD SWING

3.2. LOCKABLE LATCHES PERMITTING OPERATION FROM

BOTH SIDES OF GATE

3.3. MANUFACTURER'S STANDARD CLOSURE

3.4. CANE BOLT WITH HANGER AND GROUND SET KEEPER

4. GROUND SET KEEPER AND SUPPORTS AS REQUIRED FOR

STABILIZING SWING GATE IN THE OPEN POSITION PER

MANUFACTURES RECOMMENDATION.

5. CONTRACTOR SHALL PROVIDED VINYL FENCE SYSTEMS

THAT ARE EQUAL TO "TYMETAL CORP". PRODUCT

SPECIFICATIONS MUST BE SUBMITTED FOR REVIEW, PER

THE BID DOCUMENTS, FOR APPROVAL AS AN EQUAL

PRODUCT. SUBMITTAL TO INCLUDE PRODUCT MATERIAL

SPECIFICATIONS, ELEVATIONS OF FENCE PANEL AND GATE,

AND MANUFACTURER'S COLOR PALETTE.

6'-0" HIGH

7'-0" HIGH

GATE #1: 21' - 0" WIDE (42'-0" TOTAL WIDTH)

GATE #2: 22' - 0" WIDE (44'-0" TOTAL WIDTH)

DOUBLE SWING GATE SHALL BE

INSTALLED WITH STANDARD CLOSURE

WITH CANE BOLT WITH HANGER AND

GROUND KEEPER PER MANUFACTURER

RECOMMENDATIONS.

3 SUBGRADE COMPACTION*

2 4" MDOT 21AA COMPACTED AGGREGATE BASE4

1 4" CONCRETE SIDEWALK (4,000 PSI)

2 3

VERIFY WITH GEOTECHNICAL ENGINEER PRIOR TO

INSTALLATION OF AGGREGATE BASE

CONCRETE WALK

1/4" TOOLED JOINT

NOTE:

5' X 5' OR 4' X 4' JOINTING PATTERN (TYPICAL)

COMPACTED SUBGRADE

CONCRETE WALK

COMPACTED SUBGRADE

1/2"

SCALE:

CONCRETE SIDEWALK

NONECS100

SCALE:

SIDEWALK CONTROL JOINT

NONECS100

SCALE:

SIDEWALK EXPANSION JOINT

NONECS100

THREE (3) STRANDS

OF BARBED WIRE

BLACK NEENAH CAT. R-8401-43AA

BOLLARD OR APPROVED EQUAL

ATTACHED PER MANUFACTURE

RECOMMENDATIONS

EDGE OF CONCRETE

" TOOLED RADIUS

(TYPICAL)

COMPACTED AGGREGATE BASE

(MDOT 21AA)

PREFORMED EXP. JT.

FILLER W/ SEALANT

COMPACTED AGGREGATE BASE

(MDOT 21AA)

NOTE:

SPACE @ 25'-0" (MAXIMUM)

LINE POST

TENSION WIRE

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

BLACK VINYL CLAD

TIE WIRES

OR HOG

RINGS (TYP.)

GRADE

10" MIN. DIA.

BOTTOM OF FABRIC

SPACING AS REQUIRED

PER MANUFACTURE RECOMMENDATIONS

BRACE

RAILS

CONCRETE BASE

SCALE:

CHAIN LINK FENCE DITCH CROSSING DETAIL

NONECS100

SUPPORTS AS REQUIRED

FOR DITCH SPAN PER

MANUFACTURE

RECOMMENDATIONS.

THREE (3) STRANDS

OF BARBED WIRE

POST

4'-0" CLEAR

3000 P.S.I.

CONCRETE

3/16" GALVANIZED

STEEL CHAIN W/ BLACK

COATING TO MATCH BOLLARD

SCALE:

HIGH SECURITY FENCE DETAIL

NONECS100

TOP PRIMARY MEMBER

COMPONENT REFERENCES

LATCH ASSEMBLY

1" x 2" ALUM. TUBE

2" x 5" ALUM. TUBE

MARK

DESCRIPTION

CENTERED BETWEEN 2x2'S

NOTES:

ELEVATION

HINGE ASSEMBLY

LATCH ASSEMBLY

ENLARGED SECTION

HINGE ASSEMBLY

STANDARD PRIMARY TYP. AT ENDS OF GATE

CRITICAL DIMENSION CHART

CLEAR OPENING WIDTH

NOMINAL GATE HEIGHT

POST HEIGHT

PICKET HEIGHT

GATE FRAME WIDTH

VARIES DEPENDING ON HARDWARE

PLAN VIEW

Weld on Box Hinge

Single gate Arrangement

Double gate Arrangement

Post size varies with Height

Gate Upright 2" x 2" x 12 Ga.

Gate Rail (2" x 2" x 12 Ga.)

3" Latch Clearance Leaf Width 2" Hinge Clearance

13.5"

Varies with

Height

8'-0"

3.25" TYP.

3" Latch Clearance Leaf Widths 2" Hinge Clearance

Over all Out to Out

2" Hinge Clearance

13.5"

Varies with

Height

36" Min.

Post Setting

NOTES:

1.) Post size depends on fence height, weight and wind loads.

See IMPASSE post sizing chart.

2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths.

3.) Additional styles of gate hardware are available on request.

This could change the Latch & Hinge Clearance.

4.) Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements.

Pale welded to rail

Gate Rail

2.75" Pale (14 Ga.)

Weld on Box Hinge

Post size varies with Height

Gate Upright 2" x 2" x 12 Ga.

Gate Rail (2" x 2" x 12 Ga.)

2.75" Pale (14 Ga.)8'-0"

SCALE:

HIGH SECURITY FENCE SWING GATE DETAIL

NONECS100

3.25" TYP.

SCALE:

HEAVY DUTY ORNAMENTAL SWING GATE DETAIL

NONECS100

42" Min.

10" DIA.

36" Min.

Post Setting42" Min.

10" DIA.

100% BID DOCUMENTS SUBMISSION

AutoCAD SHX Text

LOCKING TANG

AutoCAD SHX Text

TERMINAL POST

AutoCAD SHX Text

LATCH IN OPEN

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

LATCH IN CLOSED

AutoCAD SHX Text

POSITION

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

POSITION

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

3/8" X 1 1/2" HHCS (TYP.)

AutoCAD SHX Text

HINGE MOUNTING STRAP

AutoCAD SHX Text

3/8" LOCK NUT (TYP.)

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text 3/8" x 2 3/4" HHCS (TYP.)

AutoCAD SHX Text

HINGE ASSEMBLY

AutoCAD SHX Text

HINGE POST

AutoCAD SHX Text

HINGE POST (SIZE ACCORDING TO GATE LENGTH)

AutoCAD SHX Text

GATE FRAME

AutoCAD SHX Text

4" O.D. LATCH POST

AutoCAD SHX Text

A = CLEAR OPENING WIDTH

AutoCAD SHX Text Scale: None

AutoCAD SHX Text

3 (ENDS TYP.)

AutoCAD SHX Text

E = GATE FRAME WIDTH

AutoCAD SHX Text

APPROPRIATE HARDWARE WILL BE PROVIDED AS REQUIRED.

AutoCAD SHX Text

HANGER POST SIZE WILL VARY DEPENDING ON THE CLEAR

AutoCAD SHX Text

OPENING WIDTH

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

D = PICKET HEIGHT

AutoCAD SHX Text

2 (BEHIND)

AutoCAD SHX Text

C = POST HEIGHT

AutoCAD SHX Text

B = NOMINAL GATE HEIGHT

AutoCAD SHX Text 36" Min. Post Setting

AutoCAD SHX Text 15"

AutoCAD SHX Text 3.25" Typ.

AutoCAD SHX Text Impasse II

AutoCAD SHX Text R

AutoCAD SHX Text Rail

AutoCAD SHX Text Impasse II

AutoCAD SHX Text R

AutoCAD SHX Text I-Beam Post

AutoCAD SHX Text 2.75" Pale

AutoCAD SHX Text (14 Ga.)

AutoCAD SHX Text Impasse II

AutoCAD SHX Text R

AutoCAD SHX Text Rail

AutoCAD SHX Text (12 Ga.)

AutoCAD SHX Text Notes:

AutoCAD SHX Text 1.) 3" x 2.75" x 12 Ga. I-Beam Post recommended for 8'-0" height.

AutoCAD SHX Text 2.) Contractor to develop design with fence manufacturer for the ditch crossing to be similiar to that shown in Detail F. Approval of design to be presented to COR for approval prior to installation.

AutoCAD SHX Text Impasse II

AutoCAD SHX Text R

AutoCAD SHX Text I-Beam Post

AutoCAD SHX Text Impasse II

AutoCAD SHX Text R

AutoCAD SHX Text Pale

AutoCAD SHX Text (Trident)

AutoCAD SHX Text Security Fastener

AutoCAD SHX Text Impasse II

AutoCAD SHX Text R

AutoCAD SHX Text Rail

AutoCAD SHX Text Impasse II

AutoCAD SHX Text R

AutoCAD SHX Text I-Beam Post Cap

AutoCAD SHX Text 42" Min.

AutoCAD SHX Text

10" DIA.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ALEDA E. LUTZ VA MEDICAL CENTER

AutoCAD SHX Text

MEDICAL CENTER SECURITY SYSTEMS

AutoCAD SHX Text 655-15-108

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text SSOE No.

SSOE GROUP 1050 WILSHIRE DRIVE SUITE 260 TROY, MI 48084-1526

AutoCAD SHX Text 07-31-18

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Aleda E Lutz Medical Center 1500 Weiss Street Saginaw, MI 48602

AutoCAD SHX Text File Location

AutoCAD SHX Text File Name

AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

AutoCAD SHX Text

AND CONTROLS UPGRADES

AutoCAD SHX Text

ENTIRE MEDICAL CENTER

AutoCAD SHX Text

GENERAL NOTES AND SITE DETAILS

AutoCAD SHX Text

CS200

AutoCAD SHX Text

DDW

AutoCAD SHX Text

CWH

AutoCAD SHX Text

AutoCAD SHX Text 12-16-16

AutoCAD SHX Text

DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 09-08-17

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 01-04-19

BID DOCUMENT SUBMISSION

100% BID DOCUMENTS SUBMISSION

ELECTRICAL ABBREVIATIONS

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FABL FIRE ALARM BELL

FABX FIRE ALARM BOX

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FI FILM ILLUMINATOR

FIXT FIXTURE

FLA FULL LOAD AMPS

FLEX FLEXIBLE METALLIC CONDUIT

FLT FLOODLIGHT

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FOUTT TELEPHONE FLOOR OUTLET

FP FIRE PROTECTION

FT FEET OR FOOT

FU SW FUSED SWITCH

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

G OR GND GROUND OR GENERATOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GTB GROUND TERMINAL BOX

HH HAND HOLE

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HZ HERTZ

IESNA ILLUMINATION ENGINEERING SOCIETY OF

NORTH AMERICA

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

kV KILOVOLT kVA KILOVOLT AMPERE kVAH KILOVOLT AMPERE PER HOUR kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWH KILOWATT HOUR kWHM KILOWATT HOUR METER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LM LUMEN

LP LIGHT POLE

LPS LOW PRESSURE SODIUM

LRA LOCKED ROTOR AMPS

LTCP LOCAL TEMPERATURE CONTROL PANEL

LT LIGHT

LTG LIGHTING

LTG PNL LIGHTING PANEL

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MC METAL-CLAD

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MG MOTOR GENERATOR

MH MANHOLE

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

MLO MAIN LUGS ONLY

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

MVA MEGAVOLT-AMPERE

MW MEGAWATT MICROWAVE

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NEUT OR NNEUTRAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OL OVERLOAD

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR

PUSHBUTTON

PBPU PREFABRICATED BEDSIDE

PATIENT UNIT

PCB POLYCHLORINATED BIPHENYL

PEC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

POD POWER OPERATED DAMPER

PT POTENTIAL TRANSFORMER

PTRV POWER TYPE ROOF

VENTILATION

PVC POLYVINYL CHLORIDE

(PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

REQD REQUIRED

SCC SHORT CIRCUIT CAPACITY

SES SERVICE ENTRANCE SECTION

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF

UNITS

SPEC SPECIFICATION

SPST SINGLE POLE, SINGLE THROW

SURF SURFACE

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TC TIME CLOCK

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER

SUPPLY

UTIL UTILITY

V VOLT

VA VOLT AMPERE

VAR VOLT AMPERE REACTIVE

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

W WATT

WH WATER HEATER

WP WEATHERPROOF

XFER TRANSFER

XFMR TRANSFORMER

TIME CLOCK

RECTIFIER, CATHODIC PROTECTION SANITARY

DISCONNECT SWITCH, FUSED

DISCONNECT SWITCH, UNFUSED

STARTER, COMBINATION WITH DISCONNECT SWITCH

STARTER OR MOTOR CONTROLLER

POTHEAD

STRESS CONE

VENTILATOR OR FAN COIL UNIT OUTLET

CONDUIT TERMINATED 6" [152mm] AFF IN STANDARD BOX

FOR EXTENSION TO EQUIPMENT AS DIRECTED.

CONDUIT TERMINATED W/COUPLING (FLUSH W/FINISHED

FLOOR) FOR EXTENSION TO EQUIPMENT AS DIRECTED.

ELECTRICAL SYMBOLS - POWER PLAN

JUNCTION BOX

EARTH GROUND

LADDER CABLE TRAY

BRANCH CIRCUIT HOMERUN. LINES INDICATE NUMBER

OF CIRCUITS, NEUTRAL, AND SWITCH LEG CONDUCTORS.

ONE SEPARATE GREEN GROUNDING CONDUCTOR SHALL

BE PROVIDED FOR EACH HOMERUN; NOT SHOWN

PULL BOX

RIGID CONDUIT LINE = RC

RECEPTACLE, DUPLEX

RECEPTACLE, DUPLEX ON EMERGENCY POWER

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT

INTERRUPTER

RECEPTACLE, QUADRAPLEX

RECEPTACLE, SINGLE

RECEPTACLE, SINGLE WITH SWITCH

DUAL POWER AND TELECOMMUNICATIONS MANHOLE

ELECTRICAL SYMBOLS - POWER PLAN

SWITCH

F = FUSED SWITCH K = KEY OPERATED

L = LOCK LM= LOW VOLTAGE MASTER

M = MANUAL MOTOR STARTING MC= MOMENTARY

CONTACT

MP= MOTOR SNAP WITH PILOT LIGHT P = WITH PILOT

LIGHT

(THERMAL TYPE)

PB= PUSH BUTTON STATION RC= REMOTE CONTROL

WP= WEATHER PROOF X = EXPLOSION PROOF

VARIABLE FREQUENCY DRIVE

VFD

SWITCH, CEILING MOUNTED PULL

SWITCH

BLANK = SINGLE POLE 2 = DOUBLE POLE

3 = THREE-WAY 4 = FOUR-WAY

D = DIMMER K = KEY OPERATED

LV= LOW VOLTAGE L = LOCK

LM= LOW VOLTAGE MASTER P = WITH PILOT LIGHT

PB= PUSH BUTTON STATION RC= REMOTE CONTROL

T = TIMER OPERATED WP= WEATHER PROOF

X = EXPLOSION PROOF Mo= OCCUPANCY SENSOR

SWITCH, LAMP HOLDER POLE

LIGHT FIXTURE CEILING MOUNTED

ELECTRICAL SYMBOLS - LIGHTING PLAN

LIGHT POLE, ONE LUMINAIRE

LIGHT POLE, TWO LUMINAIRES

POLE GROUNDING STUD

PVC CONDUIT

RIGID STEEL CONDUIT

10' x 3/4" COPPER

CLAD GROUND ROD

1" EMPTY CONDUIT

FINISHED GRADE, PAVEMENT OR

CONCRETE

M I N

3"x5" REINFORCED HAND HOLE

WITH TAMPER RESISTANT

SCREWS.

#4 GRN. COPPER

GROUND IN 3/4"C.

TO CCTV HANDHOLE

3/4"C TYPICAL

2'-0"

ELECTRIC

HANDHOLE

2'-0" MIN.

TYPE "B", "D", "E" &

"F"

SIGNAL

HANDHOLE

TO CCTV

HANDHOLE

FOR PoE CAMERAS NOT

INSTALLED WITH FIBER OPTIC

CABLE-INSTALL

SURGE/LIGHTNING ARRESTOR

CONNECTED TO EXISTING

GROUND WITH #14 AWG GREEN

COPPER CONDUCTOR

PULLBOX (SEE

SPECIFICATIONS)

CONDUIT TO LIGHT POLE

PLAN NOTES:

MOUNT NEW 50WATT 24VAC IP67 OUTDOOR

RATED POWER SUPPLY TO SIDE OF HANDHOLE.

14-2 AWG COPPER FROM HANDHOLE UP POLE

TO CAMERA.

REPLACE EXISTING BREAKAWAY FOR POLE

RECEPTACLES WITH FUSED Y-TAP. RE-INSTALL

FUSE FOR EXISTING POLE RECEPTACLE,

INSTALL NEW FUSE FOR CAMERA. EXISTING

SHOULD BE BUCHANAN 20 KIT, BUT MUST BE

FIELD VERIFIED. CONDUCTORS IN EACH

HANDHOLE RANGE FROM #12-2AWG.

CONFIRM AMPERAGE WITH ACTUAL APPROVED

POWER SUPPLY USED

5.0 A

15.0 A

RECEPTACLE ON POLE

B9-2-XX

1"C - #10 AWG

5.0 A

HH-XXX

1"C W/#8 AWG (VARIES)

1.0 A

1"C TO BASE

#14 AWG FROM

POWER SUPPLY

TO CAMERA

CAMERA ARMS SHALL BE

MOUNTED PERPENDICULAR TO

LIGHT FIXTURES

24V POWER SUPPLY

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ALEDA E. LUTZ VA MEDICAL CENTER

AutoCAD SHX Text

MEDICAL CENTER SECURITY SYSTEMS

AutoCAD SHX Text 655-15-108

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text SSOE No.

SSOE GROUP 1050 WILSHIRE DRIVE SUITE 260 TROY, MI 48084-1526

AutoCAD SHX Text 07-31-18

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Aleda E Lutz Medical Center 1500 Weiss Street Saginaw, MI 48602

AutoCAD SHX Text File Location

AutoCAD SHX Text File Name

AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

AutoCAD SHX Text

AND CONTROLS UPGRADES

AutoCAD SHX Text

ENTIRE MEDICAL CENTER

AutoCAD SHX Text

ELECTRICAL SYMBOLS, LEGEND

AutoCAD SHX Text

AND NOTES

AutoCAD SHX Text E001

AutoCAD SHX Text

BTF

AutoCAD SHX Text

MGP

AutoCAD SHX Text 12-18-15

AutoCAD SHX Text

SCHEMATIC DESIGN RESUBMISSION

AutoCAD SHX Text 11-22-16

AutoCAD SHX Text

DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 08-25-17

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENT SUBMISSION

AutoCAD SHX Text 01-04-19

AutoCAD SHX Text

BID DOCUMENT SUBMISSION

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text

%%UPOLE BASE DETAIL - 25'-0" POLE

AutoCAD SHX Text E001

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text E001

AutoCAD SHX Text

UNDERGROUND COMPOSITE HANDHOLE

AutoCAD SHX Text E001

AutoCAD SHX Text

TYPICAL LIGHT POLE WIRING

BUILDING No. 3

BUILDING No. 2

N o.

. 2

BUILDING No. 17

N o.

No . 1

BUILDING No. 4

BUILDING No. 34

O R

N. MASON

STREET

DELAWARE

BLVD.

N. WOODBRIDGE

STREET

DELAWARE

BLVD.

PTZ-26

PTZ-28

P T

PTZ-49

PTZ-41

F-15

P T

PTZ-34

PTZ-35

PTZ-42

PTZ-43

PTZ-44

PTZ-46

PTZ-50

PTZ-39

P T

PTZ-37

PTZ-36

F-28 (360)

F-27 (360)

P T

F-13

F-20

F-32

P T

PTZ-15

F-29

P T

F-12

PTZ-12

P T

PTZ-16

PTZ-08

P T

PTZ-12

P T

F-06

P T

PTZ-19

P T

PTZ-18

F-30

F-31

PTZ-69PTZ-68

PTZ-55

PTZ-58

P T

PTZ-60

PTZ-56

F-21

PTZ-70

P T

B1-14

100% BID DOCUMENTS SUBMISSION

SCALE: 1"=40'-0"

GENERAL NOTES:

A. FIELD VERIFY ALL PROJECT CONDITIONS PRIOR TO THE START OF, AND AS

NEEDED DURING THE COURSE OF, NEW CONSTRUCTION WORK. BRING ANY

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT NEW CONSTRUCTION

WORK TO THE ATTENTION OF THE ARCHITECT FOR REVIEW.

B. COORDINATE EXISTING ELECTRICAL WORK FOR POSSIBLE INTERFERENCE WITH

NEW WORK. EXISTING ELECTRICAL WORK INTERFERING WITH OR REQUIRING

MODIFICATION FOR NEW REQUIREMENTS SHALL BE DISCONNECTED, REMOVED

OR REROUTED TO SUIT FINAL INSTALLATION.

C. CONDUIT ROUTING IS DIAGRAMMATIC. FIELD VERIFY EXACT ROUTING.

D. ALL CONDUIT RUNS SHALL BE COORDINATED BETWEEN TRADES.

E. COORDINATE SCHEDULE OF OVERALL CONSTRUCTION AND DAY-TO-DAY

CONSTRUCTION OPERATIONS WITH OWNER'S SCHEDULE REQUIREMENTS.

F. VERIFY ALL UNDERGROUND UTILITY LOCATION PRIOR TO COMMENCING WORK.

G. POWER FOR SECURITY CAMERA SWITCH RECEPTACLES SHALL BE FED FROM

BUILDING 9 AS INDICATED.

H. UPDATE EXISTING PANEL B9-2B SCHEDULE DIRECTORY.

I. REFER TO DRAWING E001 FOR SYMBOL LEGEND AND ABBREVIATIONS.

J. DEMO ALL EXISTING WIRING, CABLES, AND POWER SUPPLIES OF EXISTING

CAMERAS SHOWN TO BE REPLACED. TURN OVER POWER SUPPLIES TO COR.

Know what's below.

before you dig.Call

PANEL B9- B2

NEW JB

1 1

DRAWING NOTES:

1. NEW 10"X10"X4" HINGED COVER, OUTDOOR ENCLOSURE CONNECTED TO EXISTING 1"

RGS CONDUIT SYSTEM AND ROUTED TO CAMERA. INSTALL 2-#10 & 1-#10G TO PANEL

B9-2B

2. REPLACE EXISTING UNISTRUT AND INSTALL LONGER SECTIONS OF UNISTRUT TO

ACCOMMODATE NEW CONDUIT RUNS.

GENERAL NOTES:

K. NEW SECURITY CAMERA MOUNTED TO EXISTING LIGHT POLES. REFER TO

TELECOMMUNICATION DRAWING T500, T001, & E001 FOR MOUNTING AND

INSTALLATION DETAILS.

L. ALL CAMERA VIEWS SHALL BE INSTALLED PER THIS DRAWING. THE COVERAGE

WILL BE REVIEWED AT THE 35% DESIGN REVIEW MEETING TO CONFIRM

ADEQUATE COVERAGE OF THE SITE WITH THIS LAYOUT. SEE SPECIFICATION

28 23 00 SECTION 1.5 E FOR DESIGN REVIEW INSTRUCTIONS.

M. REFERENCE DETAILS 1,2, & 3 ON SHEET E001.

AutoCAD SHX Text

EX. OXYGEN TANKS AND PAD

AutoCAD SHX Text

EX. WATER TOWER

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

LPR

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

LPR

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

LPR

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text

LPR

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ALEDA E. LUTZ VA MEDICAL CENTER

AutoCAD SHX Text

MEDICAL CENTER SECURITY SYSTEMS

AutoCAD SHX Text 655-15-108

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text SSOE No.

SSOE GROUP 1050 WILSHIRE DRIVE SUITE 260 TROY, MI 48084-1526

AutoCAD SHX Text 07-31-18

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Aleda E Lutz Medical Center 1500 Weiss Street Saginaw, MI 48602

AutoCAD SHX Text File Location

AutoCAD SHX Text File Name

AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

AutoCAD SHX Text

AND CONTROLS UPGRADES

AutoCAD SHX Text

ENTIRE MEDICAL CENTER

AutoCAD SHX Text

ELECTRICAL SITE PLAN

AutoCAD SHX Text

ES100

AutoCAD SHX Text

BTF

AutoCAD SHX Text

MGP

AutoCAD SHX Text 12-18-15

AutoCAD SHX Text

SCHEMATIC DESIGN RESUBMISSION

AutoCAD SHX Text 11-22-16

AutoCAD SHX Text

DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 08-25-17

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 01-04-19

AutoCAD SHX Text

BID DOCUMENT SUBMISSION

AutoCAD SHX Text

ELECTRICAL SITE PLAN

NORTH

360°

GENERAL NOTES:

FOR WHEELCHAIR PATIENT USE MOUNT

TELEPHONE OUTLET 36" [914mm] AFF TO BOTTOM

OF OUTLET BOX.

DESK PHONES - MOUNT OUTLET 1'-6" [457mm] AFF

PAY PHONES - MOUNT OUTLET 4'-0" [1219mm] AFF

HEIGHT OF TELECART OUTLETS SHALL BE AS

INDICATED ON BEDWALLS OR PBPU DETAILS.

SEE VA BARRIER FREE DESIGN GUIDE PG-18-13.

ALL SYMBOLS MAY NOT BE USED.

THE CONTRACTOR SHALL INSTALL ALL CABLE

IN A PROFESSIONAL MANNER. CARE MUST BE

GIVEN IN THE ROUTING OF THE CABLE SO

AS TO PROVIDE CLEARANCE TO ALLOW THE

SERVICING OF OTHER ELECTRICAL CONDUITS,

EQUIPMENT, LIGHTS, ETC.

THE CONTRACTOR SHALL FURNISH ALL

LABOR, SERVICES, AND MATERIALS

NECESSARY TO INSTALL A COMPLETE,

FUNCTIONAL, AND OWNER APPROVED SYSTEM.

MINIMUM CONDUIT SIZE ALLOWABLE SHALL BE

1" UNLESS NOTED OTHERWISE. WIRE SIZE

SHALL BE INCREASED AS REQUIRED TO

PREVENT A VOLTAGE DROP EXCEEDING 18%.

CONDUIT SIZE SHALL BE INCREASED AS

REQUIRED TO MEET NEC REQUIREMENTS.

CONTRACTOR SHALL COORDINATE AND VERIFY

ACTUAL EQUIPMENT SIZES WITH SIZES SHOWN

ON PLANS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING SPACE

ALLOCATION WITH OTHER EQUIPMENT,

EQUIPMENT ORIENTATION AND FLOOR AND

WALL OPENINGS.

CONTRACTOR SHALL SEAL ALL OPENINGS IN

FIRE RATED WALLS AND FLOORS. THE RATING

OF THE SEALANT SHALL MATCH THE WALL OR

FLOOR RATING.

CONTRACTOR SHALL PROVIDE MISCELLANEOUS

STEEL SUPPORTS AS REQUIRED FOR

MOUNTING HARDWARE AND EQUIPMENT.

VERTICALLY ALIGN DEVICES INSTALLED ON

WALL WITH OTHER EQUIPMENT (THERMOSTATS,

LIGHT SWITCHES, CARD READERS, MANUAL

PULL STATIONS, ETC.) WHERE APPLICABLE.

MAINTAIN PROPER MOUNTING HEIGHT AND

LOCATION OF DEVICES TO MEET CODE.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

FEES, PERMITS, AND LICENSES FOR THE

COMPLETE INSTALLATION OF HIS/HER WORK.

COORDINATE EXACT PHASING AND

SEQUENCING OF ALL WORK WITH PROJECT

TECHNICAL LEADER AND THE OWNER.

CONTRACTOR TO ADHERE TO BICSI COMMERCIAL

CABLING STANDARDS AS WELL AS SAGINAW VA

SPECIFICATION AND DESIGN GUIDE.

ULTRA SLIM PURPLE PATCH CABLES (.149"

DIAMETER OR SMALLER) TO BE PROVIDED AND

INSTALLED BY THE GENERAL CONTRACTOR AT THE

CAMERA AND ON THE CLOSET SIDE.

ALL THE CAMERAS ARE PoE AND THE NETWORK

SWITCH IS SUPPLYING POWER TO THE CAMERA.

CONTRACTOR SHALL COORDINATE WITH COR FOR

THE FINAL FIELD OF VIEW FOR ALL CAMERAS.

CONTRACTOR SHALL PROVIDE AND INSTALL LABOR

AND MATERIAL FOR 150 FEET OF 6"X4" BASKET

STYLE CABLE TRAY ON THE PROJECT.

CONTRACTOR SHALL PROVIDE AND INSTALL THE

LABOR AND MATERIAL FOR (2) 4" FLOOR CORES AND

SLEEVES ON THE PROJECT.

CONTRACTOR SHALL MATCH EXISTING

MANUFACTURER CABLING, PATCH PANELS,

FACEPLATES AND JACK INSERTS CURRENTLY IN

USE AT THIS FACILITY.

3"x5" REINFORCED HAND HOLE

WITH TAMPER RESISTANT

SCREWS. PROVIDE IN-LINE

SCREW-TYPE FUSE HOLDER(S)

WITH FUSE(S).

POLE GROUNDING STUD

PVC CONDUIT

RIGID STEEL CONDUIT

10' x 3/4" COPPER

CLAD GROUND ROD

1" EMPTY CONDUIT

FINISHED GRADE, PAVEMENT OR

CONCRETE

M I N

3"x5" REINFORCED HAND HOLE

WITH TAMPER RESISTANT

SCREWS.

#4 GRN. COPPER

GROUND IN 3/4"C.

DUPLEX RECEPTACLE

"GFCI"

"WHILE IN USE COVER"

TAYMAC #ML450Z

TO CCTV HANDHOLE

3/4"C TYPICAL

2'-0"

ELECTRIC

HANDHOLE

2'-0" MIN.

3/4" PVC CONDUIT

TYPE "B", "D", "E" &

"F"

BANNER ARMS

SIGNAL

HANDHOLE

TO CCTV

HANDHOLE

(4) CONCRETE BRICKS

2"x8"x16"

CONDUIT(S) WITH BELL

ENDS (TYP). SIZE,

QUANTITY AND WIRING AS

INDICATED ON PLANS

CLEAN 3/4" CRUSHED

ROCK

FINISHED PAVING OR

GRADE

V A R I E S

PULLBOX (SEE

SPECIFICATIONS)

LINE SIDES OF

EXCAVATION WITH 30

LBS. FELT PAPER

12" m m

[304.8mm]

CONDUIT TO LIGHT POLE

INSTALL SURGE/LIGHTNING

ARRESTOR CONNECTED TO

EXISTING GROUND WITH #14

AWG GREEN COPPER

CONDUCTOR

CAMERA ARMS SHALL BE

MOUNTED PERPENDICULAR TO

LIGHT FIXTURES

100% BID DOCUMENTS SUBMISSION

AutoCAD SHX Text 1PH SINGLE-PHASE SINGLE-PHASE 1P SINGLE POLE SINGLE POLE 2/C TWO-CONDUCTOR TWO-CONDUCTOR 3/C THREE-CONDUCTOR THREE-CONDUCTOR 3PH THREE-PHASE THREE-PHASE 4/C FOUR-CONDUCTOR FOUR-CONDUCTOR 4W FOUR-WIRE FOUR-WIRE A/C UNIT AIR CONDITIONING UNIT AIR CONDITIONING UNIT A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER AAP ALARM ANNUNCIATOR PANEL ALARM ANNUNCIATOR PANEL AC ALTERNATING CURRENT OR ARMORED CABLE ALTERNATING CURRENT OR ARMORED CABLE ACC ACCESSIBLE ACCESSIBLE ADDL ADDITIONAL ADDITIONAL ADJ ADJACENT, ADJOINING ADJACENT, ADJOINING ADO AUTOMATIC DOOR OPENER AUTOMATIC DOOR OPENER AFC ABOVE FINISHED COUNTER ABOVE FINISHED COUNTER AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION ALT ALTERNATE ALTERNATE AMB OR A AMBIENT OR A AMBIENT AMBIENT ARCH ARCHITECT ARCHITECT ATS AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUTOMATIC AV AUDIO VISUAL AUDIO VISUAL BAT BATTERY BATTERY BC BARE COPPER BARE COPPER BD BOARD BOARD BFF BELOW FINISH FLOOR BELOW FINISH FLOOR BLDG BUILDING BUILDING BPIP BOILER PLANT INSTRUMENTATION PANEL BOILER PLANT INSTRUMENTATION PANEL BYP BY PASS BY PASS C CONDUIT CONDUIT CAB CABINET CABINET CALC CALCULATE CALCULATE CAP CAPACITY CAPACITY CAT CATALOG CATALOG CATV COMMUNITY ANTENNA TELEVISION COMMUNITY ANTENNA TELEVISION CCR CONTROL CONTACTOR CONTROL CONTACTOR CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS CONSTRUCTION DOCUMENTS CF CONTRACTOR FURNISHED CONTRACTOR FURNISHED CF/CI CONTRACTOR FURNISHED/CONTRACTOR CONTRACTOR FURNISHED/CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED CONTRACTOR FURNISHED/OWNER INSTALLED CFE CONTRACTOR FURNISHED EQUIPMENT CONTRACTOR FURNISHED EQUIPMENT CLG CEILING CEILING CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COAX COAX CABLE COAX CABLE COMM COMMUNICATION COMMUNICATION COMPT COMPARTMENT COMPARTMENT CONC CONCRETE CONCRETE CONT CONTINUE CONTINUE CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE CTV CABLE TELEVISION CABLE TELEVISION CU COPPER COPPER CU FT CUBIC FEET CUBIC FEET CUR CURRENT CURRENT DB DECIBEL OR DIRECT BURIAL DECIBEL OR DIRECT BURIAL OR DIRECT BURIAL DC DIRECT CURRENT DIRECT CURRENT DEG C DEGREES CELSIUS DEGREES CELSIUS DEG F DEGREES FAHRENHEIT DEGREES FAHRENHEIT DEMO DEMOLITION DEMOLITION DIAG DIAGRAM DIAGRAM DISTR DISTRIBUTION DISTRIBUTION DN DOWN DOWN DRSW DOOR SWITCH DOOR SWITCH DWG DRAWING DRAWING EC EMPTY CONDUIT EMPTY CONDUIT EG EQUIPMENT GROUND EQUIPMENT GROUND EL ELEVATION ELEVATION ELEC ELECTRIC OR ELECTRICAL ELECTRIC OR ELECTRICAL OR ELECTRICAL ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY EMI ELECTROMAGNETIC INTERFERENCE ELECTROMAGNETIC INTERFERENCE EMT ELECTRICAL METALLIC TUBING ELECTRICAL METALLIC TUBING ENCL ENCLOSURE ENCLOSURE EPO EMERGENCY POWER OFF EMERGENCY POWER OFF ESMT EASEMENT EASEMENT EXIST EXISTING EXISTING FLEX FLEXIBLE METALLIC CONDUIT FLEXIBLE METALLIC CONDUIT FOUTT TELEPHONE FLOOR OUTLET TELEPHONE FLOOR OUTLET FP FIRE PROTECTION FIRE PROTECTION FT FEET OR FOOT FEET OR FOOT FU SW FUSED SWITCH FUSED SWITCH G OR GND GROUND OR GENERATOR OR GND GROUND OR GENERATOR GROUND OR GENERATOR GEN GENERATOR GENERATOR GTB GROUND TERMINAL BOX GROUND TERMINAL BOX HOA HAND-OFF-AUTOMATIC HAND-OFF-AUTOMATIC HT HEIGHT HEIGHT HZ HERTZ HERTZ IMC INTERMEDIATE METAL CONDUIT INTERMEDIATE METAL CONDUIT IR INFRARED INFRARED J-BOX JUNCTION BOX JUNCTION BOX LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LTNG LIGHTNING LIGHTNING LV LOW VOLTAGE LOW VOLTAGE

AutoCAD SHX Text

COMMUNICATION ABBREVIATIONS

AutoCAD SHX Text MATV MASTER ANTENNA TELEVISION SYSTEM MASTER ANTENNA TELEVISION SYSTEM MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MT MOUNT MOUNT MTD MOUNTED MOUNTED MTG MOUNTING MOUNTING NA NOT APPLICABLE NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE NEUT OR N NEUTRAL OR N NEUTRAL NEUTRAL NIC NOT IN CONTRACT NOT IN CONTRACT NS NO SCALE NO SCALE NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER P POLE POLE PA PUBLIC ADDRESS PUBLIC ADDRESS PB PANELBOARD, PULL BOX, OR PUSHBUTTON PANELBOARD, PULL BOX, OR PUSHBUTTON PBPU PREFABRICATED BEDSIDE PATIENT UNIT PREFABRICATED BEDSIDE PATIENT UNIT PED PEDESTAL PEDESTAL PEND PENDANT PENDANT PF POWER FACTOR POWER FACTOR PH PHASE PHASE PNL PANEL PANEL PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) PWR POWER POWER RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN REC RECESSED RECESSED RECPT RECEPTACLE RECEPTACLE RGS RIGID GALVANIZED STEEL RIGID GALVANIZED STEEL RM ROOM ROOM REQD REQUIRED REQUIRED SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHT SHEET SHEET SI INTERNATIONAL SYSTEM OF UNITS INTERNATIONAL SYSTEM OF UNITS SPEC SPECIFICATION SPECIFICATION SURF SURFACE SURFACE SW SWITCH SWITCH TEL TELEPHONE TELEPHONE TP TWISTED PAIR TWISTED PAIR TPS TWISTED PAIR SHIELDED TWISTED PAIR SHIELDED TTB TELEPHONE TERMINAL BOARD TELEPHONE TERMINAL BOARD TV TELEVISION TELEVISION TYP TYPICAL TYPICAL UFD UNDERFLOOR DUCT UNDERFLOOR DUCT UGND UNDERGROUND UNDERGROUND UL UNDERWRITERS LABORATORY UNDERWRITERS LABORATORY UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY V VOLT VOLT WP WEATHERPROOFWEATHERPROOF

AutoCAD SHX Text

COMMUNICATION SYMBOLS

AutoCAD SHX Text

CABLE TELEVISION LINE = CATV

AutoCAD SHX Text CLOSED CIRCUIT TELEVISION LINE = CCTV. MINIMUM 1" [25mm] CONDUIT MINIMUM 1" [25mm] CONDUIT

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FIBEROPTICS LINE = FO

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CATV

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CCTV

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TELEPHONE LINE = T

AutoCAD SHX Text T

AutoCAD SHX Text INTERCOM LINE = I. MINIMUM 3/4" [19mm] CONDUIT.. MINIMUM 3/4" [19mm] CONDUIT.

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SOUND LINE = S

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text NURSE CALL LINE = NC. MINIMUM 3/4" [19mm] CONDUIT.MINIMUM 3/4" [19mm] CONDUIT.

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AutoCAD SHX Text RADIO CONDUIT RUN, MINIMUM 3/4" [19mm] CONDUIT.

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

INTERCOM STAFF STATION.

AutoCAD SHX Text

TELECOMMUNICATIONS MANHOLE

AutoCAD SHX Text C

AutoCAD SHX Text P

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SECURITY/DURESS ALARM BUTTON, WALL MOUNTED…

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