7
APPROVALS DATE APPROVALS DATE WATER, SEWER STREETS BUREAU CHIEF CONSTRUCTION MANAGEMENT SUPERVISOR TRANSPORTATION DIRECTOR PROJECT MANAGER DESIGN TEAM ENGINEER SUPERVISOR PROJECT NAME AND LOCATION SHEET PLOTTED BY: FILENAME: SCALE: PATH: FACILITIES & ENGINEERING DIVISION ENGINEERING BUREAU 2100 CLARENDON BOULEVARD, SUITE 813 ARLINGTON, VA 22201 PHONE: 703.228.3629 FAX: 703.228.3606 DEPARTMENT OF ENVIRONMENTAL SERVICES COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED REVISIONS DATE PLOTTED: MISS UTILITY TRANSMITTAL #: COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED REVISED ON 11/08/2016 N/A MA13 - SEGMENT I DESIGNED: BCG DRAWN: DJ CHECKED: JES CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S TRANSITWAY EXTENSION TO MA13-XXX-BUSSHELTER.DWG DEVIN.JI JULY 27 2021 PENTAGON CITY STATION DESIGN P O E S S I O N A L E N G I N E E R C O M O N E A L O R M W T H F V I G I N I A R F P O E S S I O N A L E N G I N E E R C O M O N E A L O R M W T H F V I G I N I A R F P O E S S I O N A L E N G I N E E R C O M O N E A L O R M W T H F V I G I N I A R F P O E S S I O N A L E N G I N E E R C O M O N E A L O R M W T H F V I G I N I A R F P O E S S I O N A L E N G I N E E R C O M O N E A L O R M W T H F V I G I N I A R F Lic. No. 037140 BRIAN C. GRAHAM 7-27-2021 TRANSITWAY EXTENSION TO PENTAGON CITY STATION DESIGN OWNER DES/OD/WPCP CONTRACTOR TO BE DETERMINED CONSULTANT VOLKERT, INC. ENGINEER DEPARTMENT OF ENVIRONMENTAL SERVICES FACILITIES & ENGINEERING DIVISION ENGINEERING BUREAU 2100 CLARENDON BOULEVARD, SUITE 813 ARLINGTON, VA 22201 PHONE: 703.228.3629 FAX: 703.228.3606 WWW.ARLINGTONVA.US CONSTRUCTION DRAWINGS FOR: 6225 BRANDON AVENUE, SUITE 540 SPRINGFIELD, VA 22150 PHONE: 703.642.8100 FAX: 703.642.8106 WWW.VOLKERT.COM DRAWINGS ARE TO BE INCORPORATED INTO THE OVERALL CIVIL PLAN SET OF THE PROJECT. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE INCLUDED IN THE CONSTRUCTION DOCUMENTS. COVER SHEET COVER Sheet List Sheet Number Sheet Title 1 GENERAL NOTES & ABBREVIATIONS 2 LCD MONITOR STANCHION AND STATION FLAG SIGN FOUNDATION 3 STATION FLAG SIGN 4 FLAG SIGN FRAME ASSEMBLY 5 12TH ST S ELECTRICAL AND COMMUNICATION PLAN 6 CRYSTAL DR ELECTRICAL AND COMMUNICATION PLAN

EAL OV W A M O

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

Page 1: EAL OV W A M O

APPROVALS DATEAPPROVALS DATE

WATER, SEWER STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

PROJECT MANAGER

DESIGN TEAM ENGINEER SUPERVISOR

PRO

JECT N

AM

E AN

D LO

CATIO

N

SHEET

PLOTTED BY:

FILENAME:

SCALE:

PATH:

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2016 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

MISS UTILITY TRANSMITTAL #:

COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED

REVISED ON 11/08/2016

N/A

MA13 - SEG

MEN

T I

DESIGNED: BCG

DRAWN: DJ

CHECKED: JES

CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S

TRAN

SITW

AY EXTEN

SIO

N TO

MA13-XXX-BUSSHELTER.DWG

DEVIN.JI

JULY 27 2021

PEN

TAG

ON

CITY STATIO

N D

ESIG

N

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

Lic. No. 037140

BRIAN C. GRAHAM

7-27-2021

TRANSITWAY EXTENSION TO PENTAGON CITY STATION DESIGN

OWNER

DES/OD/WPCP

CONTRACTOR

TO BE DETERMINED

CONSULTANT

VOLKERT, INC.

ENGINEER

DEPARTMENT OF

ENVIRONMENTAL SERVICES

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629 FAX: 703.228.3606

WWW.ARLINGTONVA.US

CONSTRUCTION DRAWINGS FOR:

6225 BRANDON AVENUE, SUITE 540

SPRINGFIELD, VA 22150

PHONE: 703.642.8100 FAX: 703.642.8106

WWW.VOLKERT.COM

DRAWINGS ARE TO BE INCORPORATED INTO THE OVERALL CIVIL PLAN SET OF THE PROJECT. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE

INCLUDED IN THE CONSTRUCTION DOCUMENTS.

CO

VER SH

EET

COVER

Sheet List

Sheet Number Sheet Title

1

GENERAL NOTES & ABBREVIATIONS

2

LCD MONITOR STANCHION AND STATION FLAG SIGN FOUNDATION

3

STATION FLAG SIGN

4

FLAG SIGN FRAME ASSEMBLY

5

12TH ST S ELECTRICAL AND COMMUNICATION PLAN

6

CRYSTAL DR ELECTRICAL AND COMMUNICATION PLAN

Page 2: EAL OV W A M O

APPROVALS DATEAPPROVALS DATE

WATER, SEWER STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

PROJECT MANAGER

DESIGN TEAM ENGINEER SUPERVISOR

PRO

JECT N

AM

E AN

D LO

CATIO

N

SHEET

PLOTTED BY:

FILENAME:

SCALE:

PATH:

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2016 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

MISS UTILITY TRANSMITTAL #:

COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED

REVISED ON 11/08/2016

N/A

MA13 - SEG

MEN

T I

DESIGNED: BCG

DRAWN: DJ

CHECKED: JES

CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S

TRAN

SITW

AY EXTEN

SIO

N TO

MA13-XXX-BUSSHELTER.DWG

DEVIN.JI

JULY 27 2021

PEN

TAG

ON

CITY STATIO

N D

ESIG

N

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

Lic. No. 037140

BRIAN C. GRAHAM

7-27-2021

GENERAL

1. THESE DRAWINGS ARE INCOMPLETE UNLESS ACCOMPANIED BY THE CONTRACT SPECIFICATIONS.

2. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

3. ALL ITEMS SHOWN IN THESE DRAWINGS ARE NEW CONSTRUCTION UNLESS SPECIFICALLY NOTED AS EXISTING.

GENERAL NOTES

LOAD CRITERIA

1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2015 EDITION;

INTERNATIONAL BUILDING CODE, 2015 EDITION;

CONCRETE

1. CONCRETE STRENGTH:

f'c = 3000 psi

2. REINFORCING BARS

ASTM A 615 GRADE 60, DEFORMED fy = 60 KSI

3. REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315-05. DEVELOPMENT AND SPLICE

LENGTHS ARE IN TENSION UNLESS OTHERWISE INDICATED.

4. PROVIDE CONCRETE COVER FOR REINFORCING AS SPECIFIED BELOW. IN NO CASE SHALL REINFORCEMENT COVER

BE LESS THAN THE REQUIREMENTS OF ACI 318.

A) CONCRETE DEPOSITED AGAINST THE GROUND 3"

B) CONCRETE EXPOSED TO EARTH OR WEATHER 2"

C) BEAMS AND COLUMNS 1½"

5. CHAMFER EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES 3/4-INCH, UNO.

STEEL

1. STAINLESS STEEL SEE CONTRACT SPECIFICATIONS

WELDING ELECTRODES SEE CONTRACT SPECIFICATIONS

2. WHERE THE WORK OF OTHER TRADES REQUIRES CUTS, HOLES, ETC., IN STAINLESS STEEL MEMBERS, CUTS, HOLES,

ETC., SHALL BE MADE IN THE SHOP AND SHALL BE SHOWN ON THE SHOP DRAWINGS. MAKING HOLES OR CUTS IN

STAINLESS STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED WITHOUT SPECIFIC APPROVAL OF THE OWNER'S

REPRESENTATIVE.

SPECIAL INSPECTIONS

1. SPECIAL INSPECTIONS WILL BE PERFORMED IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS.

2. THE FOLLOWING GENERAL TYPES OF WORK REQUIRE SPECIAL INSPECTION: (REFER TO STATEMENT OF SPECIAL

INSPECTIONS FOR DETAILED INSPECTION REQUIREMENTS)

A. FOUNDATIONS

B. CONCRETE

C. REINFORCING STEEL

D. FORMWORK

E. POST-INSTALLED CONCRETE ANCHORS

F. STRUCTURAL WELDING

G. HIGH STRENGTH BOLTS

FOUNDATION

1. FOOTINGS SHALL BE FOUNDED ON QUALIFIED VIRGIN SOIL OR ON ENGINEERED FILL AT THE DEPTHS SHOWN. ALL

UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL UP TO THE

BOTTOM OF FOOTING ELEVATION, WITH A MINIMUM BEARING CAPACITY OF 2000 PSF. SOIL BEARING CONDITION

SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO REINFORCING REBAR PLACEMENT.

2. NO FOUNDATION CONCRETE SHALL BE INSTALLED UNTIL ALL FOUNDATION WORK HAS BEEN COORDINATED WITH

UNDERGROUND UTILITIES. REPORT TO OWNER FOR ANY CONFLICT BETWEEN FOUNDATION AND UTILITY LINES.

OBTAIN OWNER APPROVED SOLUTIONS BEFORE PROCEEDING.

3. TO MINIMIZE WEATHERING, THE LAST 6 INCHES OF EXCAVATION FOR ALL FOOTINGS SHALL BE MADE IMMEDIATELY

PRIOR TO PLACEMENT OF FOOTINGS.

1 OF 6

WIRING METHODS

1. ALL CONDUCTORS SHALL BE COPPER, CONFORMING TO THE LATEST REQUIREMENTS OF THE NATIONAL

ELECTRICAL CODE, STRANDED FOR NO. 8 AWG AND LARGER, SOLID FOR NO. 10 AWG AND SMALLER,

UNLESS NOTED OTHERWISE.

2. THE USE OF ALUMINUM CONDUCTORS FOR ANY PURPOSE SHALL NOT BE ACCEPTABLE.

3. MINIMUM SIZE CONDUCTOR SHALL BE NO. 12 AWG, UNLESS NOTED OTHERWISE.

4. CONDUCTORS SHALL BE THERMOPLASTIC TYPE THHN/THWN. ALL WIRE AMPACITIES SHALL BE LIMITED TO

THE 75 DEGREES CENTIGRADE COLUMN OF TABLE 310.15 (B) (16) OF THE NEC, UNLESS NOTED OTHERWISE.

5. UNDERGROUND SERVICE ENTRANCE CONDUCTOR CABLE SHALL BE TYPE USE INSULATION.

6. ALL CONDUCTORS SHALL BE COLOR CODED AS FOLLOWED:

PHASE A - BLACK

PHASE B - RED

GROUNDED CONDUCTOR (NEUTRAL) - WHITE OR GRAY

EQUIPMENT GROUNDING CONDUCTOR - BARE, GREEN OR GREEN WITH ONE/ MORE YELLOW STRIPES

7. GROUNDING OF THE ENTIRE ELECTRICAL SYSTEM SHALL BE IN ACCORDANCE WITH THE NATIONAL

ELECTRICAL CODE AND AS INDICATED ON DRAWINGS.

9. ALL UNDERGROUND WIRING SHALL BE INSTALLED IN PVC SCH. 40 CONDUIT. MINIMUM CONDUIT SIZE SHALL

BE 1 INCH. ALL UNDERGROUND CONDUIT SHALL BE RUN A MINIMUM 18" BELOW FINISHED GRADE. UNLESS

OTHERWISE NOTED.

10. CONTRACTOR SHALL PROVIDE MINIMUM NO. 10 AWG CONDUCTOR SIZE IN BRANCH CIRCUIT RUNS OVER 75

FEET IN LENGTH FOR 120V CIRCUITS.

11. INSTALL NYLON DRAG LINE (210 LB MIN.) IN ALL EMPTY CONDUITS, AFTER THEY HAVE BEEN REAMED AND

ENDS FREE OF ALL BURRS. TAG ALL EMPTY CONDUITS AT BOTH ENDS AND INDICATE INTENDED USE AND

TERMINATION POINTS OF THE EMPTY CONDUITS. THE NYLON CABLE SHALL WITHSTAND THE STRESS

NECESSARY TO PULL A MANDREL THROUGH THE CONDUIT SYSTEM.

12. CONTRACTOR SHALL DERATE CONDUCTORS PER NATIONAL ELECTRICAL CODE AND PROVIDE ONE

NEUTRAL CONDUCTOR FOR EACH THREE PHASE CONDUCTORS IF MORE THAN THREE PHASE

CONDUCTORS ARE INSTALLED IN A SINGLE PIPE.

13. CONDUCTOR SPLICES SHALL BE KEPT TO A MINIMUM AND ONLY BE ALLOWED IN JUNCTION BOXES, PULL

BOXES AND AT POLES.

WIRNG DEVICES

PROVISION OF ELECTRICAL POWER

1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK REQUIRING INTERRUPTION OF

ELECTRICAL POWER WITH THE COUNTY AND SHALL OBTAIN WRITTEN PERMISSION FROM THE

COUNTY.

SITE VISIT

1. PRIOR TO SUBMITTING HIS BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND

FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. THE ELECTRICAL CONTRACTOR SHALL

NOTIFY THE ENGINEER IN ADVANCE OF ANY CONDITION THAT EXISTS THAT WOULD PREVENT THE

WORK HEREIN SPECIFIED OR SHOWN ON THE DRAWINGS FROM BEING PERFORMED. FAILURE TO

SURVEY THE SITE PRIOR TO BID AND START OF CONSTRUCTION WILL NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY TO INSTALL DESIGN WITHIN THE CONFINES OF EXISTING

CONDITIONS

GUARANTEE

1. THE ELECTRICAL CONTRACTOR SHALL LEAVE THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER

THIS CONTRACT IN PROPER WORKING ORDER AND SHALL, WITHOUT CHARGE, REPLACE ANY WORK OR

MATERIALS WHICH DEVELOP DEFECTS, EXCEPT FROM ORDINARY WEAR AND TEAR, WITHIN ONE YEAR

FROM THE DATE OF FINAL ACCEPTANCE. BENEFICIAL USE SHALL NOT BE CONSTRUED AS FINAL

ACCEPTANCE.

2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL INCUR FINANCIAL

RESPONSIBILITY FOR ANY DAMAGES CAUSED BY, OR RESULTING FROM, DEFECTS IN HIS WORK.

3. THE ELECTRICAL CONTRACTOR SHALL, DURING THE ONE YEAR GUARANTEE PERIOD, BE

RESPONSIBLE FOR THE PROPER REPAIR AND ADJUSTMENTS OF ALL ELECTRICAL SYSTEMS AND

EQUIPMENT, APPARATUS, DEVICES, ETC., INSTALLED BY HIM, AND DO ALL WORK NECESSARY TO

ENSURE EFFICIENT AND PROPER FUNCTIONING.

4. PRIOR TO THE EXPIRATION OF THE GUARANTEE PERIOD, APPROXIMATELY ELEVEN MONTHS AFTER

FINAL ACCEPTANCE OF THIS PROJECT, A POST-CONSTRUCTION REVIEW OF THE PROJECT WILL BE

MADE. THE CONTRACTOR SHALL FURNISH PERSONNEL TO ASSIST THE COUNTY IN THIS REVIEW. ANY

ADJUSTMENTS, REPAIRS, OR REPLACEMENTS FOUND NECESSARY DURING REVIEW SHALL BE DONE BY

THE CONTRACTOR, AT NO ADDITIONAL COST TO THE COUNTY.

RECORD DRAWINGS

1. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN AT THE SITE, FOR THE COUNTY, ONE COPY OF ALL

DRAWINGS, ADDENDA, APPROVED SHOP DRAWINGS, REVISIONS AND OTHER MODIFICATIONS, IN GOOD

ORDER AND MARKED TO RECORD ALL CHANGES MADE DURING CONSTRUCTION. THE SET OF DRAWINGS

AND OTHER INFORMATION SHALL BE DELIVERED TO THE COUNTY UPON COMPLETION OF WORK.

CONC.

MAX.

MIN.

O.C.

PL.

R

CONT.

CONCRETE

MAXIMUM

MINIMUM

ON CENTER

PLATE

RADIUS

CONTINUOUS

ABBREVIATIONS

ELECTRICAL

GENERAL CONDITIONS

1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL

CODE 2017 AND ALL OTHER LOCAL CODES AND AUTHORITIES HAVING JURISDICTION.

4. DRAWINGS, WHICH CONSTITUTE A PART OF THIS CONTRACT, INDICATE THE GENERAL ARRANGEMENT OF

CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES, PANELBOARDS, CONDUIT AND OTHER WORK. ALL ITEMS

NOT SPECIFICALLY MENTIONED HEREIN, WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING

INSTALLATION, SHALL BE INCLUDED AT NO EXTRA COST.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE DRAWINGS TO FAMILIARIZE

HIMSELF WITH ALL ASPECTS AFFECTING HIS WORK. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO

COORDINATE WITH ALL OTHER TRADES

6. ALL ELECTRICAL MATERIALS SHALL BE NEW, EXCEPT WHERE SPECIFICALLY NOTED AS EXISTING TO

BE REUSED, AND SHALL BE LISTED BY THE UNDERWRITERS' LABORATORIES, INC. (UL). DEFECTIVE

EQUIPMENT OR EQUIPMENT DAMAGED IN THE COURSE OF INSTALLATION OR TEST SHALL BE

REPLACED OR REPAIRED IN A MANNER MEETING THE APPROVAL OF THE ARCHITECT AND ENGINEER.

WHERE APPLICABLE, ALL EQUIPMENT SHALL BE IN ACCORDANCE WITH NEMA STANDARDS.

7. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY.

8. ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.

10. ALL CERTIFICATES OF APPROVAL SHALL BE IN TRIPLICATE, DELIVERED TO THE COUNTY, AND

BECOME THE PROPERTY OF THE COUNTY.

11. CONTRACTOR SHALL VERIFY ALL EQUIPMENT REQUIREMENTS BEFORE INSTALLING CONDUIT OR

CONDUCTORS FROM POWER SOURCE TO EQUIPMENT TERMINATION.

12. ENGINEER WILL CONSIDER CONTRACTOR SUBSTITUTIONS IF THEY ARE CLEARLY DELINEATED AS

SUCH. ENGINEER CANNOT BE RESPONSIBLE FOR IDENTIFYING ALL SUBSTITUTIONS OR DEVIATIONS

FROM THE CONTRACT DOCUMENTS, UNLESS SPECIFICALLY NOTED AS SUCH IN WRITING.

SCOPE

1. THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF ALL LABOR, MATERIALS, APPLIANCES,

EQUIPMENT, TOOLS, TRANSPORTATION, SUPERINTENDENTS AND SERVICES REQUIRED TO CONSTRUCT,

INSTALL AND MODIFY COMPLETE AND OPERATIVE, THE ELECTRICAL SYSTEMS AS HEREIN SPECIFIED AND AS

SHOWN ON THESE DRAWINGS. COORDINATE WORK TO BE PERFORMED OR INSTALLED BY OTHERS

AFFECTING ELECTRICAL WORK AND PROVIDE AND INSTALL ALL NECESSARY ANCHORS, SLEEVES, HANGERS,

ETC. FOR ATTACHING OR CONNECTING ELECTRICAL WORK TO RELATED WORK OF OTHER TRADES.

SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO THE INSTALLATION OF ANY ELECTRICAL EQUIPMENT,

CONDUIT, WIRING, ETC.

THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL DETAILS OF

CONSTRUCTION, MOUNTING, AND WIRING. COORDINATE EXACT INSTALLATION LOCATIONS OF EQUIPMENT AND

DEVICES AND ALL DETAILS OF WORK WITH OTHER TRADES TO ACHIEVE A COMPLETE, FUNCTIONAL

INSTALLATION. REFER TO OTHER CONTRACT DRAWINGS TO INSURE PROPER COORDINATION. COORDINATE

THE LOCATION OF ELECTRICAL EQUIPMENT TO AVOID STRUCTURAL FOOTINGS.

ALL EQUIPMENT AND MATERIALS FURNISHED UNDER THIS CONTRACT AND CALLED FOR IN THE

SPECIFICATIONS SHALL BE FACTORY TESTED. SUBMIT TEST RESULTS TO THE ENGINEER FOR

APPROVAL PRIOR TO INSTALLATION. AFTER INSTALLATION, FIELD TEST IN ACCORDANCE WITH

APPLICABLE STANDARDS, CONTRACT SPECIFICATIONS, MANUFACTURER'S RECOMMENDATIONS

AND AS DIRECTED BY THE ENGINEER, TO VERIFY PROPER OPERATION TO THE SATISFACTION OF

THE ENGINEER WITHOUT ADDITIONAL COST TO THE OWNER.

2.

3.

9.

ALL ELECTRICAL CONDUCTORS FOR LED AND LCD DEVICES SHALL BE AS DETERMINED BY INFORMATION

SYSTEMS SUPPLIER.

1. EQUIPMENT, CABINETS AND ENCLOSURES SHALL BE FASTENED WITH STAINLESS STEEL TAMPERPROOF

FASTENING DEVICES.

8.

ALL ENCLOSURES SHALL BE ADJUSTED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES AND/OR

AS DIRECTED BY THE ENGINEER IN THE FIELD.

ALL EQUIPMENT SHALL BE INSTALLED TO PERMIT EASY ACCESS FOR OPERATION, MAINTENANCE AND IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION AND AS DIRECTED BY ENGINEER.

2.

3.

HANDHOLES SHALL BE INSTALLED IN ACCORDANCE WITH ARLINGTON COUNTY STANDARD DETAILS.

MINIMUM SIZE REQUIRED PER NEC.

4.

SS

STAINLESS STEEL

TH

THICK

TYP.

TYPICAL

VERT.

VERTICAL

W/

WITH

WMATA

WASHINGTON METROPOLITAN AREA TRANSIT AUTHORITY

LCDLIQUID CRYSTAL DISPLAY

AWG AMERICAN WIRE GAGE

LED LIGHT EMITTING DIODE

NEC NATIONAL ELECTRICAL CODE

JT

JOINT

NEMA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

GEN

ERAL N

OTES &

ABBREVIATIO

NS

Page 3: EAL OV W A M O

LCD MONITOR STANCHION ELEVATION LCD MONITOR STANCHION SECTION

SECTION - FLAG SIGN FOOTING FLAG SIGN FOOTING PLAN

APPROVALS DATEAPPROVALS DATE

WATER, SEWER STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

PROJECT MANAGER

DESIGN TEAM ENGINEER SUPERVISOR

PRO

JECT N

AM

E AN

D LO

CATIO

N

SHEET

PLOTTED BY:

FILENAME:

SCALE:

PATH:

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2016 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

MISS UTILITY TRANSMITTAL #:

COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED

REVISED ON 11/08/2016

N/A

MA13 - SEG

MEN

T I

DESIGNED: BCG

DRAWN: DJ

CHECKED: JES

CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S

TRAN

SITW

AY EXTEN

SIO

N TO

MA13-XXX-BUSSHELTER.DWG

DEVIN.JI

JULY 27 2021

PEN

TAG

ON

CITY STATIO

N D

ESIG

N

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

Lic. No. 037140

BRIAN C. GRAHAM

7-27-2021

AS NOTED

LCD

M

ON

ITO

R STAN

CH

IO

N AN

D

STATIO

N FLAG

SIG

N FO

UN

DATIO

N

2 OF 6

AutoCAD SHX Text
32" EXTERIOR RATED LCD MONITOR, ADJUST OPENING AS NECESSARY TO INSTALL MONITOR
AutoCAD SHX Text
STAINLESS STEEL TUBE 3x2x , TYP.316, TYP.
AutoCAD SHX Text
1" x 1" STAINLESS STEEL BAR
AutoCAD SHX Text
1" x 8" SLOT WITH SS COVER, (BACK SIDE) PROVIDE 1" DIA. HOLES IN BOTH VERT. 3" POSTS FOR CONDUIT
AutoCAD SHX Text
3" SCH 80 STAINLESS STEEL PIPE
AutoCAD SHX Text
TOP OF BUS SHELTER PAD
AutoCAD SHX Text
TYP
AutoCAD SHX Text
1" x 3" SLOT WITH SS COVER, TYP. BOTH SIDES
AutoCAD SHX Text
78"x10"x10" SS BASE PLATE TYP.
AutoCAD SHX Text
#6 @ 12" O.C.
AutoCAD SHX Text
NOTE: CONDUIT STUB UP NOT SHOWN. FOR FLAG SIGN DETAILS, SEE SHEET 3.
AutoCAD SHX Text
3 - #4 TIES @ 3" O.C.
AutoCAD SHX Text
REMAINDER @ 6" O.C.
AutoCAD SHX Text
TOP OF SIDEWALK
AutoCAD SHX Text
#8 TYP
AutoCAD SHX Text
1" SS BASE PL
AutoCAD SHX Text
1'-6" MIN
AutoCAD SHX Text
3
AutoCAD SHX Text
FLAG SIGN COLUMN
AutoCAD SHX Text
4- " DIA F593H ANCHOR BOLTS 34" DIA F593H ANCHOR BOLTS (1'-0" EMBEDMENT) W/ 3x3x " 38" SS PLATE WASHERS AND NUTS. DOUBLE NUT AT TOP.
AutoCAD SHX Text
1" ISOLATION JT
AutoCAD SHX Text
AROUND COLUMN, TYP
AutoCAD SHX Text
#6 @ 12" O.C.
AutoCAD SHX Text
2'x2' CONC PEDESTAL
AutoCAD SHX Text
REINFORCED W/8 - #8 VERT.
AutoCAD SHX Text
NON-SHRINK GROUT, TYP
AutoCAD SHX Text
CONC PEDESTAL
AutoCAD SHX Text
8 - #8 VERT.
AutoCAD SHX Text
#4 TIES
AutoCAD SHX Text
[CURB SIDE]
AutoCAD SHX Text
2'-0" MAX
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
L FLAG SIGN COLUMN & PEDESTAL
AutoCAD SHX Text
C
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
L FLAG SIGN COLUMN, FOOTING & PEDESTAL
AutoCAD SHX Text
C
AutoCAD SHX Text
14"
AutoCAD SHX Text
1" NONSHRINK GROUT MIN.
AutoCAD SHX Text
SS PIPE
AutoCAD SHX Text
4- " DIA. 34" DIA. SS EXPANSION ANCHOR
AutoCAD SHX Text
TOP OF BUS SHELTER PAD
AutoCAD SHX Text
78"x10"x10" SS BASE PLATE
AutoCAD SHX Text
2 " HOLE IN BASE PLATE 34" HOLE IN BASE PLATE HOLE IN BASE PLATEFOR CONDUIT STUB-UP
AutoCAD SHX Text
SS PIPE
AutoCAD SHX Text
BOLT HOLE 1516" DIA
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
2
AutoCAD SHX Text
LCD MONITOR STANCHION STANCHION BASE PLATE DETAIL
AutoCAD SHX Text
SCALE: 2"=1'-0"
Page 4: EAL OV W A M O

1 - BASE PLATE LEVEL

2 - ACCESS PANEL LEVEL

3 - CALL-IN STATION LEVEL

3

2

1

FLAG SIGN PLANS

FLAG SIGN ELEVATION

FLAG SIGN BASE PLATE

LED SIGN SECTION

DETAIL

ANNOUNCE BUTTON ATTACHMENT DETAIL

LED DISPLAY BASE PLATE DETAIL

APPROVALS DATEAPPROVALS DATE

WATER, SEWER STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

PROJECT MANAGER

DESIGN TEAM ENGINEER SUPERVISOR

PRO

JECT N

AM

E AN

D LO

CATIO

N

SHEET

PLOTTED BY:

FILENAME:

SCALE:

PATH:

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2016 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

MISS UTILITY TRANSMITTAL #:

COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED

REVISED ON 11/08/2016

N/A

MA13 - SEG

MEN

T I

DESIGNED: BCG

DRAWN: DJ

CHECKED: JES

CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S

TRAN

SITW

AY EXTEN

SIO

N TO

MA13-XXX-BUSSHELTER.DWG

DEVIN.JI

JULY 27 2021

PEN

TAG

ON

CITY STATIO

N D

ESIG

N

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

Lic. No. 037140

BRIAN C. GRAHAM

7-27-2021

AS NOTED

STATIO

N FLAG

SIG

N

3 OF 6

AutoCAD SHX Text
9 "14"
AutoCAD SHX Text
7 "34"
AutoCAD SHX Text
2 "34"
AutoCAD SHX Text
C
AutoCAD SHX Text
HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
14" SS CLADDING PLATES WELD ALL CORNERS & FINISH SMOOTH, TYP
AutoCAD SHX Text
HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
ANNOUNCE BUTTON PROVIDED AND INSTALLED BY WMATA. CONTRACTOR TO PROVIDE WIRING AND ATTACHMENT HOLES
AutoCAD SHX Text
14" SS CLADDING PLATES WELD ALL CORNERS & FINISH SMOOTH, TYP
AutoCAD SHX Text
1" SS BASE PLATE
AutoCAD SHX Text
7 " x 7 " ACCESS CUT-OUT 34" x 7 " ACCESS CUT-OUT 34" ACCESS CUT-OUT WITH SS COVER PLATE, PROVIDE SS TAMPER-PROOF FASTENERS & NEOPRENE GASKET
AutoCAD SHX Text
7 " x 7 " ACCESS CUT-OUT 34" x 7 " ACCESS CUT-OUT 34" ACCESS CUT-OUT WITH SS COVER PLATE, PROVIDE SS TAMPER-PROOF FASTENERS & NEOPRENE GASKET
AutoCAD SHX Text
L 3 " x 2" OPENING 34" x 2" OPENING FOR CONDUIT
AutoCAD SHX Text
5 "x1"x " SS PLATE, SEE 12"x1"x " SS PLATE, SEE 316" SS PLATE, SEE SHEET 5 FOR DETAILS
AutoCAD SHX Text
2"
AutoCAD SHX Text
7'-8"
AutoCAD SHX Text
2'-4"
AutoCAD SHX Text
SS CLADDING PLATE, TYP ALL SIDES; FINISH ALL CORNERS SMOOTH
AutoCAD SHX Text
3"(±)
AutoCAD SHX Text
BUS STOP SIGNAGE FILM
AutoCAD SHX Text
COUNTY PROVIDED,
AutoCAD SHX Text
CONTRACTOR INSTALLED
AutoCAD SHX Text
C
AutoCAD SHX Text
3
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
WIRING TO ANNOUNCE BUTTON 16 AWG SHIELDED, 2 CONDUCTOR WIRE
AutoCAD SHX Text
LED DISPLAY PROVIDED AND INSTALLED BY WMATA, CONTRACTOR TO PROVIDE WIRING AND CONNECTION BRACKETS
AutoCAD SHX Text
ANNOUNCE BUTTON PROVIDED AND INSTALLED BY WMATA, SEE ATTACHMENT DETAIL
AutoCAD SHX Text
WIRE SERVICE LOOP
AutoCAD SHX Text
BUS STOP NUMBER PLAQUE, COUNTY PROVIDED, CONTRACTOR INSTALLED
AutoCAD SHX Text
POWER WIRING TO LED DISPLAY 12 AWG, 3 CONDUCTOR, STRANDED COPPER, 90°C MIN.
AutoCAD SHX Text
ELECTRICAL ACCESS PANEL
AutoCAD SHX Text
TOP OF CONC. SIDEWALK
AutoCAD SHX Text
CONC. FOUNDATION SEE SHEET 2
AutoCAD SHX Text
CONDUIT STUB-OUT
AutoCAD SHX Text
ELECTRICAL ACCESS PANEL
AutoCAD SHX Text
R= ", TYP.12", TYP.
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
1" SS BASE PL
AutoCAD SHX Text
14
AutoCAD SHX Text
L FLAG SIGN, BASE PL & PEDESTAL
AutoCAD SHX Text
C
AutoCAD SHX Text
CONC PEDESTAL
AutoCAD SHX Text
3 " x 2" OPENING FOR CONDUIT34" x 2" OPENING FOR CONDUIT
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
L FLAG SIGN, BASE PL & PEDESTAL
AutoCAD SHX Text
C
AutoCAD SHX Text
14" SS CLADDING PLATE;WELD TO BASE PL & AT CORNERS GRIND SMOOTH ALL EXPOSED WELDS AT CORNERS, TYP
AutoCAD SHX Text
TYP - PLATE
AutoCAD SHX Text
TYP - " PL14" PL
AutoCAD SHX Text
TYP - HSS
AutoCAD SHX Text
1 "14"
AutoCAD SHX Text
2 "12"
AutoCAD SHX Text
TO HSS
AutoCAD SHX Text
TO " PL,14" PL,
AutoCAD SHX Text
CONT
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
TO BASE PL
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
4 "14"
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
DOUBLE SIDED LED SIGN PER SIGN MFR
AutoCAD SHX Text
FLAG SIGN BEYOND
AutoCAD SHX Text
316" BASE PLATE, TYP. SEE DETAIL
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
14" SS END PLATE WELD & GRIND SMOOTH
AutoCAD SHX Text
316" BASE PLATE, TYP. SEE DETAIL
AutoCAD SHX Text
SEAL WELD
AutoCAD SHX Text
TYP
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
316
AutoCAD SHX Text
SS HSS 1 x 1 x 12 x 1 x 12 x 316
AutoCAD SHX Text
14" SS CLADDING PLATE
AutoCAD SHX Text
14" SS CLADDING PLATE
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
14" SS CLADDING PLATE
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
L FLAG SIGN AND L HOLES
AutoCAD SHX Text
0.391" HOLES HOLES
AutoCAD SHX Text
0.75" WIRE ACCESS 75" WIRE ACCESS " WIRE ACCESS WIRE ACCESS HOLE LOCATED 43" ABOVE TOP OF SIDEWALK
AutoCAD SHX Text
0.391" HOLES HOLES
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
R= " TYP.14" TYP.
AutoCAD SHX Text
0.406" HOLE TYP. HOLE TYP.
AutoCAD SHX Text
1 " WIRE ACCESS HOLE18" WIRE ACCESS HOLE WIRE ACCESS HOLE
AutoCAD SHX Text
316" SS PL
AutoCAD SHX Text
1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
3" = 1'-0"
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
C
AutoCAD SHX Text
3
AutoCAD SHX Text
B
AutoCAD SHX Text
3
AutoCAD SHX Text
3" = 1'-0"
AutoCAD SHX Text
6" = 1'-0"
Page 5: EAL OV W A M O

FLAG SIGN ELEVATION

APPROVALS DATEAPPROVALS DATE

WATER, SEWER STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

PROJECT MANAGER

DESIGN TEAM ENGINEER SUPERVISOR

PRO

JECT N

AM

E AN

D LO

CATIO

N

SHEET

PLOTTED BY:

FILENAME:

SCALE:

PATH:

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2016 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

MISS UTILITY TRANSMITTAL #:

COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED

REVISED ON 11/08/2016

N/A

MA13 - SEG

MEN

T I

DESIGNED: BCG

DRAWN: DJ

CHECKED: JES

CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S

TRAN

SITW

AY EXTEN

SIO

N TO

MA13-XXX-BUSSHELTER.DWG

DEVIN.JI

JULY 27 2021

PEN

TAG

ON

CITY STATIO

N D

ESIG

N

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

Lic. No. 037140

BRIAN C. GRAHAM

7-27-2021

AS NOTED

FLAG

SIG

N FRAM

E ASSEM

BLY

4 OF 6

AutoCAD SHX Text
2"
AutoCAD SHX Text
5 " x 1" x " 12" x 1" x " 316" SS PLATE TYP.
AutoCAD SHX Text
4 " TYP.14" TYP.
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
1" SS BASE PLATE
AutoCAD SHX Text
SS HSS 1 x 1 x TYP. 12 x 1 x TYP. 12 x TYP. 316 TYP.
AutoCAD SHX Text
PROVIDE CUT-OUT FOR LED DISPLAY WIRING (2 LOCATIONS), SEE DETAIL E
AutoCAD SHX Text
C
AutoCAD SHX Text
4
AutoCAD SHX Text
C
AutoCAD SHX Text
4
AutoCAD SHX Text
A
AutoCAD SHX Text
4
AutoCAD SHX Text
B
AutoCAD SHX Text
4
AutoCAD SHX Text
PROVIDE CUT-OUT ON BOTH SIDES FOR FUTURE WIRING. SEE DETAIL F
AutoCAD SHX Text
14"
AutoCAD SHX Text
GRIND SMOOTH
AutoCAD SHX Text
5 " x 1" x " SS 12" x 1" x " SS 316" SS PLATE AT ELECTRICAL ACCESS PANELS
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
C
AutoCAD SHX Text
SCALE: 4"=1'-0"4"=1'-0""=1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
GRIND SMOOTH TYP.
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
B
AutoCAD SHX Text
SCALE: 4"=1'-0"4"=1'-0""=1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
14"
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
L ELECTRICAL ACCESS PANEL
AutoCAD SHX Text
C
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
5 " x 1" x " 12" x 1" x " 316" SS PLATE, TYP.
AutoCAD SHX Text
1" SS BASE PLATE
AutoCAD SHX Text
14"
AutoCAD SHX Text
GRIND SMOOTH TYP.
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
A
AutoCAD SHX Text
SCALE: 4"=1'-0"4"=1'-0""=1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
L ELECTRICAL ACCESS PANEL
AutoCAD SHX Text
C
AutoCAD SHX Text
1"
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
SS HSS 2 x 2 x 12 x 2 x 12 x 516
AutoCAD SHX Text
PROVIDE CUT-OUT FOR LED DISPLAY WIRING, SEE DETAIL D
AutoCAD SHX Text
5 " x 1" x " SS PLATE12" x 1" x " SS PLATE316" SS PLATE
AutoCAD SHX Text
R= "18"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
F
AutoCAD SHX Text
SCALE: 6"=1'-0"6"=1'-0""=1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
CUT-OUT BOTH SIDES FOR FUTURE WIRING
AutoCAD SHX Text
R= "18"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
D
AutoCAD SHX Text
SCALE: 6"=1'-0"6"=1'-0""=1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
CUT-OUT FOR LED DISPLAY WIRING
AutoCAD SHX Text
R= "38"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
E
AutoCAD SHX Text
SCALE: 6"=1'-0"6"=1'-0""=1'-0"
AutoCAD SHX Text
4
AutoCAD SHX Text
CUT-OUT FOR LED DISPLAY WIRING
AutoCAD SHX Text
2" = 1'-0"
Page 6: EAL OV W A M O

E

M

C

FO

FO

FLAG SIGN ELECTRICAL DETAIL

12TH ST S WB & LONG BRIDGE DR INTERSECTION CONDUIT PLAN

APPROVALS DATEAPPROVALS DATE

WATER, SEWER STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

PROJECT MANAGER

DESIGN TEAM ENGINEER SUPERVISOR

PRO

JECT N

AM

E AN

D LO

CATIO

N

SHEET

PLOTTED BY:

FILENAME:

SCALE:

PATH:

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2016 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

MISS UTILITY TRANSMITTAL #:

COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED

REVISED ON 11/08/2016

N/A

MA13 - SEG

MEN

T I

DESIGNED: BCG

DRAWN: DJ

CHECKED: JES

CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S

TRAN

SITW

AY EXTEN

SIO

N TO

MA13-XXX-BUSSHELTER.DWG

DEVIN.JI

AUGUST 5 2021

PEN

TAG

ON

CITY STATIO

N D

ESIG

N

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

Lic. No. 037140

BRIAN C. GRAHAM

7-27-2021

N

AS NOTED

12TH

ST S ELECTRICAL AN

D

CO

MM

UN

ICATIO

N PLAN

SCHEDULE OF PANELMCB: 60 AMP, 120/240 VOLTS, SINGLE

PHASE, 2-POLE, 10kAIC LUMINAIRE VOLTAGE, VOLTS BREAKERS

CIRCUITNUMBER EQUIPMENT SERVED

CONNECTED LOADS PHASEAND

VOLTS

BRANCH CIRCUITBREAKERS

kVA AMPS NUMBEROF POLES

TRIP SIZE(AMP)

1 LCD MONITOR 2.04 17.00 A/120 1 25

2 SPARE - FUTURE FAREMACHINE 0.00 0.00 B/120 1 25

3 STATION FLAG SIGN 0.36 3.00 A/120 1 254 SPARE - FUTURE LIGHTING 0 0 B/120 1 15

TOTAL 2.40 20.00PHASE A 2.40 20.00PHASE B 0.00 0.00

5 OF 6

M

E

C

AutoCAD SHX Text
COMMUNICATION STUB-UP INSIDE PIPE COLUMN FOR LCD MONITOR STANCHION
AutoCAD SHX Text
LCD MONITOR STANCHION, SEE SHEET 2 FOR DETAILS
AutoCAD SHX Text
POWER STUB-UP INSIDE PIPE COLUMN FOR LCD MONITOR STANCHION
AutoCAD SHX Text
FUTURE FARE MACHINE (BY OTHERS) PROVIDE COMMUNICATION AND POWER STUB-UPS, CAPPED
AutoCAD SHX Text
P
AutoCAD SHX Text
FACE OF PROPOSED CURB
AutoCAD SHX Text
STATION FLAG SIGN
AutoCAD SHX Text
P
AutoCAD SHX Text
CONDUITS SHALL REMAIN SPARE
AutoCAD SHX Text
P
AutoCAD SHX Text
C
AutoCAD SHX Text
2-#6 AWG CONDUCTORS & #10 AWG GROUND IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
2-#6 AWG CONDUCTORS & #10 AWG GROUND IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
CAT-6 CABLE IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
STUB-UP FOR FUTURE LIGHTING, CAPPED. LOCATE BEHIND BUS SHELTER COLUMN.
AutoCAD SHX Text
STUB-UP FOR FUTURE LIGHTING, CAPPED. LOCATE BEHIND BUS SHELTER COLUMN.
AutoCAD SHX Text
C
AutoCAD SHX Text
CAT-6 CABLE IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
PROPOSED FIBER OPTIC
AutoCAD SHX Text
PROPOSED UNDERGROUND ELECTRIC
AutoCAD SHX Text
TOP OF CONCRETE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
ACCESS PANEL
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
STUB-UP CONDUIT W/
AutoCAD SHX Text
IMPACT RESISTANT
AutoCAD SHX Text
PLASTIC BUSHING
AutoCAD SHX Text
EXOTHERMIC
AutoCAD SHX Text
WELDED CONNECTION
AutoCAD SHX Text
GROUND ROD
AutoCAD SHX Text
COPPER-CLAD STEEL
AutoCAD SHX Text
34" DIAMETER AND
AutoCAD SHX Text
MINIMUM LENGTH OF 120"
AutoCAD SHX Text
#6 BARE COPPER
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
EXOTHERMIC WELDED
AutoCAD SHX Text
CONNECTION TO STAINLESS
AutoCAD SHX Text
STEEL COLUMN OR BASE PLATE
AutoCAD SHX Text
34" = 1'-0"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
*VERIFY ALL CONNECTED LOADS WITH MANUFACTURER
AutoCAD SHX Text
NOTE: SERVICE PEDESTAL AND PANEL TO BE INSTALLED BY OTHERS, SEE CIVIL PLANS FOR LOCATION
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
C
AutoCAD SHX Text
P
AutoCAD SHX Text
HANDHOLE
AutoCAD SHX Text
DENOTES POWER
AutoCAD SHX Text
DENOTES COMMUNICATION
AutoCAD SHX Text
2-2" SCH 40 PVC CONDUITS, TRENCHED
AutoCAD SHX Text
METERED SERVICE PEDESTAL
AutoCAD SHX Text
ELECTRICAL JUNCTION BOX
AutoCAD SHX Text
COMMUNICATION JUNCTION BOX
Page 7: EAL OV W A M O

E

M

C

FO

FO

FLAG SIGN ELECTRICAL DETAIL

CRYSTAL DR NB & 15TH ST S INTERSECTION CONDUIT PLAN

APPROVALS DATEAPPROVALS DATE

WATER, SEWER STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

PROJECT MANAGER

DESIGN TEAM ENGINEER SUPERVISOR

PRO

JECT N

AM

E AN

D LO

CATIO

N

SHEET

PLOTTED BY:

FILENAME:

SCALE:

PATH:

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2016 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

MISS UTILITY TRANSMITTAL #:

COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED

REVISED ON 11/08/2016

N/A

MA13 - SEG

MEN

T I

DESIGNED: BCG

DRAWN: DJ

CHECKED: JES

CRYSTAL CITY TRANSITWAY EXTENSION - CRYSTAL DR & 12TH ST S

TRAN

SITW

AY EXTEN

SIO

N TO

MA13-XXX-BUSSHELTER.DWG

DEVIN.JI

AUGUST 5 2021

PEN

TAG

ON

CITY STATIO

N D

ESIG

N

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

PO

ESSIONAL ENGINEE

R

COMO

N

EAL O R

M

WTH F VI GINIA

RF

Lic. No. 037140

BRIAN C. GRAHAM

7-27-2021

N

AS NOTED

CRYSTAL D

R ELECTRICAL AN

D

CO

MM

UN

ICATIO

N PLAN

SCHEDULE OF PANELMCB: 60 AMP, 120/240 VOLTS, SINGLE

PHASE, 2-POLE, 10kAIC LUMINAIRE VOLTAGE, VOLTS BREAKERS

CIRCUITNUMBER EQUIPMENT SERVED

CONNECTED LOADS PHASEAND

VOLTS

BRANCH CIRCUITBREAKERS

kVA AMPS NUMBEROF POLES

TRIP SIZE(AMP)

1 LCD MONITOR 2.04 17.00 A/120 1 25

2 SPARE - FUTURE FAREMACHINE 0.00 0.00 B/120 1 25

3 STATION FLAG SIGN 0.36 3.00 A/120 1 254 SPARE - FUTURE LIGHTING 0 0 B/120 1 15

TOTAL 2.40 20.00PHASE A 2.40 20.00PHASE B 0.00 0.00

6 OF 6

M

E

C

AutoCAD SHX Text
P
AutoCAD SHX Text
2-#6 AWG CONDUCTORS & #10 AWG GROUND IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
FACE OF PROPOSED CURB
AutoCAD SHX Text
STATION FLAG SIGN
AutoCAD SHX Text
C
AutoCAD SHX Text
P
AutoCAD SHX Text
P
AutoCAD SHX Text
COMMUNICATION STUB-UP INSIDE PIPE COLUMN FOR LCD MONITOR STANCHION
AutoCAD SHX Text
POWER STUB-UP INSIDE PIPE COLUMN FOR LCD MONITOR STANCHION
AutoCAD SHX Text
LCD MONITOR STANCHION, SEE SHEET 2 FOR DETAILS
AutoCAD SHX Text
CAT-6 CABLE IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
FUTURE FARE MACHINE (BY OTHERS) PROVIDE COMMUNICATION AND POWER STUB-UPS, CAPPED
AutoCAD SHX Text
FUTURE FARE MACHINE (BY OTHERS) PROVIDE COMMUNICATION AND POWER STUB-UPS, CAPPED
AutoCAD SHX Text
(2) SETS OF 2-#6 AWG CONDUCTORS & #10 AWG GROUND IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
(2) SETS OF 2-#6 AWG CONDUCTORS & #10 AWG GROUND IN (1) CONDUIT, OTHER CONDUIT SHALL REMAIN SPARE
AutoCAD SHX Text
STUB-UP FOR FUTURE LIGHTING, CAPPED. LOCATE BEHIND BUS SHELTER COLUMN.
AutoCAD SHX Text
STUB-UP FOR FUTURE LIGHTING, CAPPED. LOCATE BEHIND BUS SHELTER COLUMN.
AutoCAD SHX Text
PROPOSED FIBER OPTIC
AutoCAD SHX Text
PROPOSED UNDERGROUND ELECTRIC
AutoCAD SHX Text
TOP OF CONCRETE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
ACCESS PANEL
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
STUB-UP CONDUIT W/
AutoCAD SHX Text
IMPACT RESISTANT
AutoCAD SHX Text
PLASTIC BUSHING
AutoCAD SHX Text
EXOTHERMIC
AutoCAD SHX Text
WELDED CONNECTION
AutoCAD SHX Text
GROUND ROD
AutoCAD SHX Text
COPPER-CLAD STEEL
AutoCAD SHX Text
34" DIAMETER AND
AutoCAD SHX Text
MINIMUM LENGTH OF 120"
AutoCAD SHX Text
#6 BARE COPPER
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
EXOTHERMIC WELDED
AutoCAD SHX Text
CONNECTION TO STAINLESS
AutoCAD SHX Text
STEEL COLUMN OR BASE PLATE
AutoCAD SHX Text
34" = 1'-0"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
*VERIFY ALL CONNECTED LOADS WITH MANUFACTURER
AutoCAD SHX Text
NOTE: SERVICE PEDESTAL AND PANEL TO BE INSTALLED BY OTHERS, SEE CIVIL PLANS FOR LOCATION
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
C
AutoCAD SHX Text
P
AutoCAD SHX Text
HANDHOLE
AutoCAD SHX Text
DENOTES POWER
AutoCAD SHX Text
DENOTES COMMUNICATION
AutoCAD SHX Text
2-2" SCH 40 PVC CONDUITS, TRENCHED
AutoCAD SHX Text
METERED SERVICE PEDESTAL
AutoCAD SHX Text
ELECTRICAL JUNCTION BOX
AutoCAD SHX Text
COMMUNICATION JUNCTION BOX