Plans_signals.pdf

PDF 14 MB Posted May 20, 2021

Attached to: Arlington National Cemetery - Realignment of Columbia Pike
Solicitation number: 693C73-21-R-000018
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal solicitation seeking proposals for the Arlington National Cemetery - Columbia Pike Realignment Project in Arlington County, Virginia. The project involves realigning Columbia Pike and S. Joyce Street, replacing Southgate Road with a new segment of S. Nash Street, expanding Foxcroft Heights Park, modifying the Columbia Pike/Washington Boulevard interchange, and extensive utility relocation. Additional work includes constructing pedestrian and bicycle facilities, installing street lighting, and performing site preparation for a second contract to construct five retaining walls, one tunnel, and mass grading. Proposals are due on the date specified in Block 13a of the SF 1442 solicitation form. Offerors must demonstrate experience with similar projects and submit qualifications by the proposal due date. The total project cost is expected to exceed $10 million and contract award is subject to permit receipt. The solicitation will be issued on or around May 20, 2021 by the Department of Transportation Federal Highway Administration.

View the file

Other files

File	Type	Posted
Amendment 0005 - VA ST ANC(1).pdf	PDF	Jul 13, 2021
Amendment 0004 - VA ST ANC(1).pdf	PDF	Jun 15, 2021
Amendment 0003 - VA ST ANC(1).pdf	PDF	Jun 9, 2021
Amendment 0002 - VA ST ANC(1).pdf	PDF	Jun 2, 2021
Amendment 0001 - VA ST ANC(1).pdf	PDF	May 28, 2021
Arlington County Traffic Signal Specifications - 2019.pdf	PDF	May 20, 2021
ANCSE DAR Project_Utiity Agreement_WG.pdf	PDF	May 20, 2021
Final EFLHD ANC FONSI_LTL1.pdf	PDF	May 20, 2021
Plans_lighting.pdf	PDF	May 20, 2021
Plans_roadway and drainage-part 3.pdf	PDF	May 20, 2021
ANCSE SIREPORT_DEQ_letter.pdf	PDF	May 20, 2021
Final ANCSE Env Report.pdf	PDF	May 20, 2021
Asbestos Related Info.pdf	PDF	May 20, 2021
ANCSE DAR Project - Utilities Matrix 2021-04-23.pdf	PDF	May 20, 2021
ADV_Offerors Qualifications Form.doc	DOC document	May 20, 2021
FP14_Eng.pdf	PDF	May 20, 2021
Plans_roadway and drainage-part 4.pdf	PDF	May 20, 2021
Arlington County Construction Standards and Specifications - 2020.pdf	PDF	May 20, 2021
MOA for the Southern Expansion project at ANC (2014-1094).pdf	PDF	May 20, 2021
Plans_traffic control-part 1.pdf	PDF	May 20, 2021
Plans_roadway and drainage-part 1.pdf	PDF	May 20, 2021
ANCSE_Env_Memo 021920.pdf	PDF	May 20, 2021
ANCSE DAR Project_Utiity Agreement_Verizon_Signedv1.pdf	PDF	May 20, 2021
Final_EA_Appendices_ANC_Southern_Expansion.pdf	PDF	May 20, 2021
VDOT 2020 Road and Bridge Specifications.pdf	PDF	May 20, 2021
VETS-4212 Form.pdf	PDF	May 20, 2021
Plans_x-sections.pdf	PDF	May 20, 2021
ANCSE DAR Project_Utility Agreement_Comcast.pdf	PDF	May 20, 2021
Arlington County Lighting Specifications - 2020.pdf	PDF	May 20, 2021
Plans_dry utilities.pdf	PDF	May 20, 2021
ANCSE_Settlement_Agreement (FBL Signed - 01.11.20).pdf	PDF	May 20, 2021
Plans_traffic control-part 2.pdf	PDF	May 20, 2021
Executed LAND_ACQUISITION-224949-v2.pdf	PDF	May 20, 2021
Plans_walls and tunnel.pdf	PDF	May 20, 2021
ADV_Subcontracting Plan - VA ST ANC(1).doc	DOC document	May 20, 2021
Plans_signing and markings.pdf	PDF	May 20, 2021
Plans_wet utilities.pdf	PDF	May 20, 2021
RFP Solicitation - VA ST ANC(1).pdf	PDF	May 20, 2021
ANCSE DAR Project_Utility Agreement_Dominion.pdf	PDF	May 20, 2021
Plans_roadway and drainage-part 2.pdf	PDF	May 20, 2021
Final_EA_ANC_Southern_Expansion.pdf	PDF	May 20, 2021
Plans_landscape.pdf	PDF	May 20, 2021

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COLUMBIA PIKE - ROUTE 244

SPEED LIMIT: 25 MPH

PROP. ROW

S T E

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I S d e r a l g w a y m n i s t r a t i

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04/23/2021

1" =2

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CControl Cabinet

LEGEND PROPOSED

Comm. Junction Box (61-02)

Battery Backup (UPS)

Conduit Run

EXISTING

CONSTRUCTION NOTES

Comm. Junction Box (61-04)

FO FO

CONDUIT & CABLE RUNS

2-2" CONDUIT PVC (NEW)

1-12 FIBER CABLE (NEW)

1-2" CONDUIT (BORED) HDPE (NEW)

PROPOSED COUNTY FIBER

(SEE DRY UTILITIES PLAN)

1-2" CONDUIT PVC (NEW)

PROPOSED CONTROLLER LOCATION

CONTRACTOR SHALL INSTALL ETHERNET SWITCH, JUMPER CABLES, PRE-TERMINATED 12 FIBER PATCH PANEL WITH

ADEQUATE LENGTH OF SPUR FIBER CABLE TO REACH PROPOSED SPLICE ENCLOSURE AT LOCATION A. INSTALL SPUR FIBER

CABLE IN PROPOSED CONDUIT.

INSTALL JUNCTION BOX (61-02) WITH COUNTY APPROVED LABELING ON JUNCTION BOX LID.

INSTALL NEW SPUR FIBER CABLE FROM PROPOSED CONTROLLER CABINET TO PROPOSED SPLICE ENCLOSURE. CONTRACTOR

SHALL PROVIDE 50' OF COILED SPUR FIBER CABLE IN JUNCTION BOX. CONTRACTOR SHALL CONFIRM SPLICE DETAILS WITH

COUNTY DEPARTMENT OF TECHNOLOGY SERVICES.

LOCATION A

PROPOSED CONDUIT/JUNCTION BOX PER DRY UTILITIES PLAN. SEE SHEET 6Q FOR DRY UTILITIES PLAN.

RELOCATE PUBLIC SAFETY PORT (PSP) FROM EXISTING CABINET AT ABANDONED SIGNAL (LOCATED AT STATION 53+84.56, OFFSET 31.89 LT) TO PROPOSED CABINET.

GENERAL NOTES

1. CONTRACTOR SHALL SUBMIT SPLICE ENCLOSURES FOR ENGINEER APPROVAL.

2. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CUTTING OR DISCONNECTING ANY FIBER CABLE. CONTRACTOR

SHALL NOT PROCEED WITH FIBER CUTTING UNLESS ENGINEER IS ON-SITE.

3. CONTRACTOR SHALL RE-SPLICE ALL FIBERS TO LIKE COLORED FIBERS AND SHALL MATCH LIKE COLORED BUFFER TUBES

WITH LIKE COLORED BUFFER TUBES.

4. CONTRACTOR SHALL PERFORM BI-DIRECTIONAL OTDR TESTING ON ALL OF THE 144 FIBER OPTIC CABLES AND THE 12

FIBER CABLE FROM THEIR TERMINATION POINTS. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO GAIN

ACCESS TO THE NEAREST FIBER TERMINATION POINTS FOR THE ITS AND DTS 144 FIBER OPTIC CABLES TO PERFORM

TESTING.

5. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH BI-DIRECTIONAL OTDR TEST RESULTS IN PDF FORMAT FOR

APPROVAL. NO WORK SHALL BE ACCEPTED IF THE FOLLOWING REQUIREMENTS ARE NOT MET:

- EACH FUSION SPLICE LOSS DOES NOT EXCEED 0.05 DB, BI-DIRECTIONALLY AVERAGED

- CABLE ATTENUATION MAY NOT EXCEED 0.30 DB/KM AT 1550 NM AND 0.40 DB/KM AT 1310 NM.

IF ANY OF THE ABOVE CONDITIONS ARE NOT MET, THEN TAKE APPROVED CORRECTIVE ACTION, INCLUDING REMAKING

SPLICES OR REPLACING COMPLETE SEGMENTS OF FIBER OPTIC CABLE, AS REQUIRED. CORRECTIVE ACTION WILL BE AT

NO ADDITIONAL COST TO THE COUNTY.

6. THE CONTRACTOR SHALL NOT CUT OR DAMAGE EXISTING FIBER OPTIC CABLES OR FIBER OPTIC SPLICE ENCLOSURES.

WHEN HANDLING THE EXISTING FIBER OPTIC CABLES, THE CONTRACTOR SHALL PROTECT THE CABLES FROM EXCEEDING

THE MINIMUM BEND RADIUS OF 14 INCHES.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIR AND COSTS ASSOCIATED WITH DAMAGED FIBER OPTIC CABLES OR

SPLICE ENCLOSURES DUE TO CONSTRUCTION ACTIVITIES.

8. ALL CABLING AND SPLICE ENCLOSURES IN JUNCTION BOXES SHALL BE NEATLY ARRANGED.

9. THE CONTRACTOR SHALL PROVIDE 50' OF COILED FIBER CABLING IN EACH FIBER HANDHOLE/JUNCTION BOX.

10. THE CONTRACTOR SHALL USE ARLINGTON COUNTY FIBER STANDARD PATCH PANEL FOR PRE-TERMINATED 12 FIBER

PATCH PANEL. MANUFACTURER: TII TECHNOLOGIES (TIITECH.COM) "SLIM PATCH DROP" PART NO. WMS7BF12RLCCxxxF

(WHERE xxx IS THE THREE DIGIT LENGTH IN FEET).

11. THE CONTRACTOR SHALL USE ARLINGTON COUNTY FIBER STANDARD SPLICE ENCLOSURES.

MANUFACTURER: PREFORMED LINE PRODUCTS (PLP).

SMALL: "RUNT"

LARGE: "DOME" 6.5"x22"

864 FIBER CABLE ONLY - MANUFACTURER: COMMSCOPE (TYCO) FOSC 600 D

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General Notes:

1. ALL WORK FOR TRAFFIC SIGNALS AND TRAFFIC SIGNS SHALL BE IN ACCORDANCE WITH

THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE LATEST

EDITION OF THE ARLINGTON COUNTY TRAFFIC SIGNAL & STREETLIGHT SPECIFICATIONS,

2020 VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE

SPECIFICATIONS, 2016 VDOT ROAD AND BRIDGE STANDARDS, 2011 VIRGINIA SUPPLEMENT

TO THE MUTCD, 2019 VIRGINIA WORK AREA PROTECTION MANUAL, AND SPECIAL

PROVISIONS IN EFFECT AT THE TIME OF ADVERTISEMENT.

2. FIVE WORKING DAYS PRIOR TO COMMENCING SIGNAL INSTALLATION/MODIFICATION WORK

AT ANY LOCATION FOR THIS PROJECT CONTRACTORS MUST NOTIFY THE CONTRACTING

OFFICER AND COUNTY SIGNAL ENGINEER IN WRITING WITH THE NAME, DAYTIME PHONE

NUMBER, AND EMERGENCY PHONE NUMBERS OF THE CONTRACTOR.THIS NOTIFICATION IS

TO INCLUDE LOCATION, ROUTE NUMBERS, TYPE, AND DETAILS OF CONSTRUCTION AND

SCHEDULE OF WORK.

3. THE TRAFFIC SIGNAL CONSTRUCTION OR MODIFICATION SHALL NOT BEGIN WITHOUT

PRIOR NOTIFICATION AND APPROVAL FROM THE CONTRACTING OFFICER AND ARLINGTON

COUNTY.

4. THE CONTRACTOR, PRIOR TO CONSTRUCTION, SHALL VERIFY POLE(S) AND CONTROLLER

CABINET LOCATIONS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND

COUNTY INSPECTOR AT LEAST 3 DAYS IN ADVANCE FOR INSPECTION OF ALL

FOUNDATIONS PRIOR TO POURING CONCRETE.

5. ALL CATALOG CUTS, POLE CALCULATIONS, FOUNDATION DESIGNS, SHOP DRAWINGS, ETC.,

SHALL BE SUBMITTED TO, AND APPROVED BY CONTRACTING OFFICER AND ARLINGTON

COUNTY PRIOR TO CONSTRUCTION.

6. OPERATION OF THE SIGNALIZED INTERSECTION IS THE RESPONSIBILITY OF THE

CONTRACTOR UNTIL THE TRAFFIC SIGNAL IS ACCEPTED BY CONTRACTING OFFICER.

7. ANY NOTES NOT MENTIONED IN THE NOTES SECTION OF THIS SIGNAL PLAN WILL REVERT

TO THE ARLINGTON COUNTY STANDARDS.

8. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING TRAFFIC SIGNAL COMMUNICATION

THROUGHOUT THE PROJECT.

9. ALL NEW CONTROLLER CABINETS MUST BE FURNISHED WITH A BACKUP POWER BATTERY.

10. THE SIGNAL CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS TO THE CONTRACTING

OFFICER UPON JOB COMPLETION AND FINAL INSPECTION.

11. EXISTING CONTROLLER AND CABINETS SPECIFIED TO BE REMOVED SHALL BE RETURNED

TO ARLINGTON COUNTY PER SIGNAL NOTE G1.

12. CCTV LOCATIONS AND QUANTITIES ARE FOR PLANNING PURPOSES ONLY. THE FINAL

LOCATIONS SHALL BE FIELD LOCATED.

Signal Notes:

A. POLES AND FOUNDATIONS

1. MAST ARM LENGTH IS TO BE AS SHOWN ON PLAN AND ALL MAST ARMS ARE TO BE FIELD

DRILLED ONLY.

2. MAST ARM POLES SHALL BE DESIGNED TO THE PROPER HEIGHT TO ACCOMMODATE A

STREET LIGHT LUMINAIRE AND INSTALLED IN ACCORDANCE WITH ARLINGTON COUNTY

TRAFFIC SIGNAL & STREETLIGHT SPECIFICATIONS.

3. MAST ARM POLE FOUNDATIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE

WITH ARLINGTON COUNTY STANDARDS AND SPECIFICATIONS. ALL POLES SHALL HAVE A

6-BOLT PATTERN. THE CONTRACTOR SHALL PREPARE THE MAST ARM FOUNDATION

DESIGNS.

4. THE CONTRACTOR SHALL DIG TEST PITS TO VERIFY THAT SIGNAL POLE FOUNDATIONS

WILL NOT CONFLICT WITH UNDERGROUND UTILITIES. THIS SHALL BE PERFORMED PRIOR

TO ORDERING SIGNAL POLES AND MAST ARMS.

5. SIGNAL POLES AND MAST ARMS SHALL BE NON-ORNAMENTAL AND SHALL BE TRAFFIC

STANDARD WITH 6' LUMINAIRE ARM (BY UNION METAL OR APPROVED SUBSTITUTE)

UNLESS SPECIFIED OTHERWISE. COBRA LIGHTING SHALL BE LED.

6. COBRA LIGHTING SHALL BE LED TYPE

RFL-145W64LED4K-T-R2M-UNIV-DMG-PH8-RCD7-[USA-003]-BK.

7. SIGNAL POLES, MAST ARMS, LUMINAIRE ARMS, AND COBRA POLES SHALL BE

POWDER-COATED BLACK.

B. CONTROLLER AND FOUNDATION

1. NEW CONTROLLER CABINETS SHALL BE TS2, P TYPE WITH BATTERY BACKUP PER

ARLINGTON COUNTY REQUIREMENTS.

2. CONTROLLER SHALL BE INTELIGHT X-3 AND SHALL BE INSTALLED AND SET AS FOLLOWS:

2.1 TO REST IN PHASE 2 & 6 GREEN INTERVAL

2.2 TO START/RESTART IN PHASE 2 & 6 YELLOW CHANGE INTERVAL

3. CONTRACTOR SHALL SUBMIT CONTROLLER SHOP DRAWINGS TO COUNTY FOR REVIEW

AND APPROVAL PRIOR TO PURCHASING. CONTRACTOR SHALL NOT PURCHASE

CONTROLLERS MORE THAN ONE YEAR PRIOR TO INSTALLATION.

4. THE CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED IN ACCORDANCE

WITH ARLINGTON COUNTY TRAFFIC SIGNAL & STREETLIGHT SPECIFICATIONS 66-01.

66-02, AND 70-01.

5. THE COUNTY WILL PROVIDE SIGNAL TIMINGS TO THE CONTRACTOR FOR THE

CONTROLLER WHEN THE INTERSECTION IS TOTALLY PREPARED FOR OPERATION. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND THE COUNTY IN WRITING

10 DAYS IN ADVANCE OF REQUIRING FINAL TIMINGS.

C. TRAFFIC SIGNAL HEADS

1. ALL NEW VEHICULAR SIGNAL SECTIONS SHALL BE 12 INCHES IN DIAMETER CAST

ALUMINUM WITH LED DISPLAYS.

2. PEDESTRIAN SIGNAL HEAD SECTIONS SHALL BE CAST ALUMINUM WITH LED DISPLAYS

(COUNTDOWN).

3. ALL SIGNAL HEADS SHALL BE YELLOW IN COLOR.

D. DETECTORS

1. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL CONFORM TO ARLINGTON

COUNTY'S SPECIFICATIONS FOR ACCESSIBLE SIGNAL DESIGN AND SHALL USE POLARA

NAVIGATOR VIBRO-TACTILE/AUDIO PUSH BUTTON ASSEMBLIES UNLESS OTHERWISE

SPECIFIED.

2. NEW OVERHEAD VIDEO DETECTION SHALL BE FLIR CAMERAS AND SHALL BE INSTALLED IN

ACCORDANCE WITH COUNTY REQUIREMENTS.

3. EMERGENCY VEHICLE PRE-EMPTION (EVP) EQUIPMENT (GTT MODEL M711 OR M721), OR

APPROVED SUBSTITUTE, SHALL BE INSTALLED COMPLETE WITH DISCRIMINATOR CARDS,

WIRING, ETC. IN ACCORDANCE WITH ARLINGTON COUNTY STANDARDS.

4. EVP TO BE MOUNTED ON VEHICLE HEAD MOUNTING BRACKET OR AS APPROVED BY THE

CONTRACTING OFFICER IN THE FIELD.

E. CONDUIT, CONDUCTORS, AND ELECTRICAL

1. ALL JUNCTION BOXES SHALL HAVE THE WORDS "ARLINGTON COUNTY TRANSPORTATION"

CAST IN THE LID. ALL JUNCTION BOXES SHALL BE INSTALLED PER STANDARDS 61-01, 61-02, 61-03, AND 61-04.

2. METER PEDESTAL SHALL BE INSTALLED PER COUNTY STANDARDS. UNDERGROUND

SERVICE SHALL BE OBTAINED FROM THE NEAREST UTILITY POLE OR SERVICE POINT.

CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL AND COORDINATING WITH

POWER SERVICE COMPANY FOR CONNECTION.

3. CONDUIT SYSTEM SHALL BE ADDED TO CONNECT EXISTING COMMUNICATION CABLE

PLANT TO THE NEW CONTROLLER CABINET LOCATION AS DIRECTED BY THE COUNTY

ENGINEER.

4. ALL CONDUIT ENTERING INTO JUNCTION BOXES SHALL NOT EXTEND OVER 3" MAXIMUM

NOR 2" MINIMUM INSIDE THE JUNCTION BOXES, AND SHALL BE FITTED WITH BELL ENDS

OR BUSHING.

5. ALL JUNCTION BOXES SHALL HAVE A GROUND ROD INSTALLED. ALL JUNCTION BOXES

SHALL BE PROPERLY CONNECTED TO THE INTERSECTION GROUNDING SYSTEM. METAL

LIDS SHALL BE BONDED TO THE GROUNDING SYSTEM.

6. CONTRACTOR IS TO VERIFY DEPTHS OF UTILITIES AT PROPOSED CONDUIT CROSSINGS

PRIOR TO EXCAVATING CONDUIT TRENCHES OR BORING.

7. ALL CONDUITS BENEATH ROADWAYS SHALL BE DIRECTIONAL DRILLED UNLESS DIRECTED

OTHERWISE BY THE CONTRACTING OFFICER. WHERE DIRECTED ON THE PLANS OR BY THE

CONTRACTING OFFICER, THE CONTRACTOR SHALL INSTALL SPARE CONDUITS WITH PULL

TAPE AND TRACER WIRE FOR ROAD CROSSINGS.

8. ALL EXISTING CONDUIT AND CABLES ARE BASED ON RECORD DRAWINGS OR WERE

ESTIMATED. CONTRACTOR SHALL VERIFY CONDUIT FILL CAPACITY IN EXISTING CONDUITS

PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ARLINGTON

COUNTY IF CONDUIT CAPACITY IS NOT AVAILABLE IN EXISTING CONDUIT FOR NEW

CABLES.

9. NEW CCTV CAMERAS SHALL BE INSTALLED IN ACCORDANCE WITH ARLINGTON COUNTY

REQUIREMENTS. CONTRACTOR SHALL CONFIRM MOUNTING LOCATION OF CCTV CAMERA

WITH COUNTY PRIOR TO INSTALLATION.

10. CONTRACTOR TO VERIFY THE CONDUIT AND % FILL. IF THERE IS NOT ENOUGH CAPACITY

IN CONDUIT, THEN THE CONTRACTOR SHALL INSTALL NEW CONDUIT.

11. ALL PROPOSED CONDUIT SHALL HAVE #8 AWG (EGC) & TRACER WIRE FOR GROUNDING

SYSTEM.

12. REMOVE ALL EXISTING UNUSED RISERS, JUNCTION BOXES, AND CABLES.

F. SIGNS

1. ALL MAST ARM SIGNS SHALL BE MOUNTED IN ACCORDANCE WITH

ARLINGTON COUNTY STANDARDS. SIGNS SHALL BE FURNISHED AND

INSTALLED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE.

2. STREET NAME SIGNS SHALL HAVE A WHITE LEGEND ON GREEN

BACKGROUND. CONTRACTOR SHALL SUBMIT SIGN DETAILS TO THE

CONTRACTING OFFICER AND THE COUNTY TO REVIEW. THE DIMENSIONS

PROVIDED ON PLANS ARE ESTIMATED.

G. DEMOLITION/SALVAGE

1. ALL EXISTING SIGNAL EQUIPMENT IS TO BE REMOVED & RETURNED TO

ARLINGTON COUNTY DEPARTMENT OF ENVIRONMENTAL SERVICES

LOCATED AT 4300 29TH ST S., ARLINGTON, VA 22206.

2. ALL EXISTING SIGNAL POLE FOUNDATIONS SHALL BE DEMOLISHED IN

ACCORDANCE WITH ARLINGTON COUNTY SIGNAL SPECIFICATIONS.

H. COMMUNICATIONS

1. EXISTING COUNTY FIBER JUNCTION BOXES AND CONDUITS CONTAIN LIVE

FIBER OPTIC CABLES. THE CONTRACTOR SHALL NOT CUT OR DAMAGE THE

COUNTY'S EXISTING FIBER CABLES.

2. ALL FIBER OPTIC CABLE INSTALLATION, REMOVAL, SPLICING, AND TESTING

SHALL BE PERFORMED BY THE COUNTY AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR MAY CONTRACT DIRECTLY WITH THE COUNTY'S FIBER

CONTRACTORS. UPON REQUEST 703-228-7726, THE COUNTY WILL

PROVIDE THE CONTACT INFORMATION FOR CURRENT COUNTY FIBER

CONTRACTORS.

3. CONTACT ARLINGTON COUNTY DTS FOR FIBER OPTIC CABLE REMOVAL OR

INSTALLATION AT LEAST 10 BUSINESS DAYS IN ADVANCE.

4. CONTRACTOR SHALL FURNISH FIBER PATCH PANEL FOR INSTALLATION BY

THE COUNTY. FIBER PIGTAIL SHALL BE APPROPRIATE LENGTH TO ALLOW

FOR 50 FEET OF SLACK IN EACH INTERMEDIATE JUNCTION BOX.

CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE PATCH PANEL

(INDICATING THE TAIL LENGTH) FOR COUNTY REVIEW PRIOR TO

ORDERING.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF

PROPOSED JUNCTION BOXES AND CONDUITS INCLUDING ALL

APPURTENANCES SUCH AS GROUND RODS, TRACER WIRE, PULL TAPE, ETC.

6. ALL NEW CONDUITS SHALL HAVE PULL TAPE INSTALLED BETWEEN

JUNCTION BOXES AND TRACER WIRE INSTALLED WITHIN OR BESIDE AT

LEAST ONE OF THE CONDUITS. TRACER WIRE SHALL BE CONNECTED TO

THE GROUND RODS INSTALLED IN THE ADJACENT JUNCTION BOXES.

7. DO NOT SPLICE TRACER WIRE.

I. INSPECTION

1. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER FOR

INSPECTIONS THROUGHOUT CONSTRUCTION.

2. THE COUNTY SHALL VERIFY POLE LOCATIONS PRIOR TO EXCAVATION. THE

CONTRACTOR SHALL NOTIFY MR. SHAID MOHIUDDIN (703-228-7555) TO

SCHEDULE INSPECTION PRIOR TO EXCAVATION, AND AGAIN PRIOR TO

POURING CONCRETE. STAKEOUT IS THE RESPONSIBILITY OF THE

CONTRACTOR.

3. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND THE

COUNTY WITHIN 7 BUSINESS DAYS OF SIGNAL ACTIVATION. ALL POWER

AND COMMUNICATIONS SHALL BE IN OPERATION AT THE TIME OF

ACTIVATION.

22(1)

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22(1A)

S T E

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T r a n s p o r t a t i

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22(1B)

P21

S-11

PB21

P22

S-10

PB32

PB22

P32

P61

PB61

P31S-11

PB31

PB62

P62

N59°08'17"W

90.70'

12+ 03.09

D E F

N59°08'17"W

90.70'

(F)

UGE UGE

30E

12+

03.09

EXIST. ROW

EXIST. ESMT.

ZONE ZONE ZONE

04 04 04

S-4

S-5

OSNS-1 CCTV

P32

60' MAST ARM

' M

PE2

PE6

S-6

VD6

VD2

SL3

SL1

SL2

P3163

41 42 S-1 S-2

OSNS-2

OSNS-3

SL4

S-8

S-7

S-3

S-9

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PUSH BUTTON DETAIL

FOR THE NORTHEAST CORNER

(SCALE 1" = 10')

FOR THE NORTHWEST CORNER

FOR THE SOUTHWEST CORNER

PB#

VD#

PE#

CCTV

SL#

Controller Cabinet

Signal Junction Box (61-02)

Signal Junction Box (61-04)

Service Junction Box Mast Arm Pole & Foundation

Pedestrian Pedestal Pole & Foundation

Carlyle Lighting Pole & Foundation Service Meter

Vehicle Signal Head (LED)

Pedestrian Push Button

FLIR Video Detection

Emergency Vehicle Preemption

CCTV Vehicle Camera

Overhead Light (LED)

P##

SM SM

PROPOSED

PHASING DIAGRAM

f f f

TRAFFIC SIGNAL HEADS

HEADS

21,22,23, 61,62,63

P21,P22,P31, P32,P61,P62

PROPOSED SIGNS

S-2 R3-6

30"x36"

R3-2

36"x36"

R10-15 (L) 30"x30"

S-1 R3-5(L)

ONLY

COLOR SEQUENCE CHART

PHASE

SIGNAL

2+6

FLASH

21, 22, 61, 62, P21, P22

NOTE:

BLANK SPACES IN THIS CHART REPRESENT A "RED" SIGNAL

INDICATION.

*WALK INDICATION IS DISPLAYED WHEN PEDESTRIAN

CALL IS SERVICED; WALK INDICATION IS DISPLAYED UNTIL

IT IS TIMED OUT. OTHERWISE "DON'T WALK" INDICATION

IS DISPLAYED.

DARK

P31, P32

P61, P62

R/W

4 6

R/WR/WR/W

POLE SCHEDULE

STANDARD POLE SIGNAL MOUNTINGLUM.

LED

(4)

No.

TYPE

STREET

NAME

SIGNSIG.

M.A.

LUM. M.A.

(TYPE)

VEHICLE & PED.

PED. PUSH

BUTTONS SIGNS VIDEO DETECTOR

PREEMPTION & CCTV

COBRA POLE 30'

MAST ARM POLE 30'

S-1163, P31 PB31

S-5, S-7, S-10 VD2, PE221, 22, P32 OSNS-2PB32

S-11P22 PB22

6' (STANDARD)-

38'

145W

INITIAL TIMING CHART

POLE LOCATION DETAIL

(SCALE: 1"=25')

HEAD

R3-5 (R) 30"X36"

R42

16'

28'

31'

37'

46'

52'

43'

40'

FOR THE SOUTHEAST CORNER

MAST ARM POLE 30' 60' 145W S-1, S-2, S-3, S-8 VD4, PE4, CCTV

41, 42, 43F

S-4, S-6, S-9 VD6, PE623, 61, 62 -

P62 PB62

48'

PEDESTAL POLE 12' S-10 -P61 PB61-- -

OSNS-1

- --P21 PB21

PROPOSED ACCESSIBLE

PEDESTRIAN PUSHBUTTONS

PB32, PB61 PB21, PB22,

PB31,PB62

WALK MESSAGEPUSHBUTTON

PEDESTRIAN PUSHBUTTON SIGN SHALL BE MOUNTED

ABOVE PEDESTRIAN PUSHBUTTON.

PB31, PB32 "COLUMBIA PIKE, WALK SIGN IS ON TO CROSS

COLUMBIA PIKE."

"ROUTE 27 RAMP, WALK SIGN IS ON TO CROSS

ROUTE 27 RAMP."

* ACCESSIBLE PUSHBUTTON SYSTEM SHALL BE POLARA

SYSTEM CONFORMING TO ARLINGTON COUNTY

SPECIFICATION AND SHALL INCLUDE A POLARA CENTRAL

CONTROL UNIT.

START CROSSING

Watch for

Finish Crossing If StartedFLASHING

STEADY

TIME REMAINING

To Finish Crossing

TIMER

DON'T START

DON'T CROSS

Vehicles

TO CROSS

PUSH BUTTON

R10-3E(R)

9"X15"

R10-3E(L)

PB21, PB22

PB61, PB62

INSTALL TRAFFIC SIGNAL CONTROLLER CABINET WITH UPS.

INSTALL PEDESTAL POLE WITH PEDESTRIAN SIGNAL(S), ACCESSIBLE

PEDESTRIAN PUSHBUTTON, SIGN, AND POLE IDENTIFICATION STICKER.

INSTALL NON-ORNAMENTAL MAST ARM SIGNAL POLE WITH LUMINAIRE,

VEHICULAR SIGNAL HEADS, SIGNS, POLE IDENTIFICATION STICKER, AND CCTV

CAMERA.

PEDESTRIAN AND VEHICULAR SIGNAL HEADS, ACCESSIBLE PEDESTRIAN

PUSHBUTTON, SIGNS, AND POLE IDENTIFICATION STICKER.

VEHICULAR SIGNAL HEADS, SIGNS, AND POLE IDENTIFICATION STICKER. SIGN

S-9 TO BE MOUNTED AT A 4' MOUNTING HEIGHT.

SEE COMMUNICATIONS PLAN ON SHEET 22(2A) FOR COMMUNICATIONS

DETAILS

INSTALL UNDERGROUND ELECTRICAL SERVICE PER ARLINGTON COUNTY

STANDARD 80-01. SERVICE CONNECTION SHOWN ON SHEET 3Q.

INSTALL COBRA POLE WITH LUMINAIRE, VEHICULAR SIGNAL HEAD(S),

PEDESTRIAN SIGNAL(S), ACCESSIBLE PEDESTRIAN PUSHBUTTON, SIGN, AND

POLE IDENTIFICATION STICKER.

1-3" CONDUIT (TRENCHED) PVC

1-14/7c SIGNAL HEADS 41,42,43 1-12/2c CABLE FOR LUMINAIRE SL3

1-THERMAL DETECTION LEAD-IN CABLE VD4

1-CCTV LEAD-IN CABLE

1-#6 BARE COPPER GROUNDING WIRE

1-OPTICOM CABLE PE4

1-14/7c PEDESTRIAN SIGNAL P21 1-14/3c PEDESTRIAN PUSH BUTTON PB21

1-4" CONDUIT (BORED) HDPE

1-14/7c SIGNAL HEADS 41,42,43 1-14/7c PEDESTRIAN SIGNAL P21 1-14/3c PEDESTRIAN PUSH BUTTON PB21 1-12/2c CABLE FOR LUMINAIRES SL3

1-THERMAL DETECTION LEAD-IN CABLE VD4

1-2" CONDUIT (BORED) HDPE

1-OPTICOM CABLE PE4

2-14/7c SIGNAL HEADS 23,61,62 1-12/2c CABLE FOR LUMINAIRE SL1

1-THERMAL DETECTION LEAD-IN CABLE VD6

1-OPTICOM CABLE PE6

1-14/7c PEDESTRIAN SIGNAL P62 1-14/3c PEDESTRIAN PUSH BUTTON PB62

2-14/7c SIGNAL HEADS 23, 61,62 1-14/7c PEDESTRIAN SIGNAL P62 1-14/3c PEDESTRIAN PUSH BUTTON PB62 1-12/2c CABLE FOR LUMINAIRES SL1

1-14/7c PEDESTRIAN SIGNAL P61 1-14/3c PEDESTRIAN PUSH BUTTON PB61

1-14/7c SIGNAL HEAD 63 1-14/7c PEDESTRIAN SIGNAL P31 1-14/3c PEDESTRIAN PUSH BUTTON PB31 1-12/2c CABLE FOR LUMINAIRE SL4

3-14/7c SIGNAL HEADS 23,61,62,63 3-14/7c PEDESTRIAN SIGNALS P31,P61,P62 3-14/3c PEDESTRIAN PUSH BUTTONS PB31,PB61,PB62 2-12/2c CABLE FOR LUMINAIRES SL1,SL4

1-14/7c SIGNAL HEADS 21,22 1-14/7c PEDESTRIAN SIGNAL P32 1-14/3c PEDESTRIAN PUSH BUTTON PB32 1-12/2c CABLE FOR LUMINAIRE SL2

1-THERMAL DETECTION LEAD-IN CABLE VD2

1-OPTICOM CABLE PE2

1-14/7c PEDESTRIAN SIGNAL P22 1-14/3c PEDESTRIAN PUSH BUTTON PB22

4-3" CONDUIT (TRENCHED) PVC

5-14/7c SIGNAL HEADS 21,22,23,41,42,43,61,62,63 6-14/7c PEDESTRIAN SIGNALS

PB21,PB22,PB31,PB32,PB61,PB62

6-14/3c PEDESTRIAN PUSH BUTTONS

PB21,PB22,PB31,PB32,PB61,PB62

4-12/2c CABLE FOR LUMINAIRES SL1,SL2,SL3,SL4

3-THERMAL DETECTION LEAD-IN CABLES VD2,VD4,VD6

4-#6 BARE COPPER GROUNDING WIRE

3-OPTICOM CABLES PE2,PE4,PE6

1-2" CONDUIT (TRENCHED) METAL

1-6/3c ELECTRICAL SERVICE

2-2" CONDUIT (TRENCHED) PVC

1-12 FIBER CABLE

NOTE: I AND O ARE EXCLUDED FROM THE CONDUIT

AND CABLE RUNS.

PROPOSED OVERHEAD

STREET NAME SIGNS

D3-1

78"x18"

EXTENDS TO

EAST SIDE OF

ROUTE 27

90"x18"

22(2)

PEDESTAL POLE 12' -

PEDESTAL POLE 12'

R43

55'

R3-1

R10-15 (R)

R10-11d 30"x42"

NO TURN

ON RED

FROM

THIS LANE

49'

OFFSETSTATION

48.70' RT29+27.84

32.66' RT29+10.49

40.99' LT29+11.11

54.39' LT29+27.24

50.50' LT29+84.32

44.38' LT30+09.26

48.99' RT30+19.36

59.34' RT29+96.56

S-9 D11-1A D11-2

18"x18" 18"x18"

M6-2aL M6-2aR 12"x9" 12"x9"

POLE

IDENTIFCATION

353-PP-01-E

353-CB-01-E

353-MA-01-S

353-PP-01-S

353-PP-01-W

353-MA-01-W

353-MA-01-N

353-PP-01-N

SIG. M.A.

ORIENT.

180° 120°

180° 180° 180° 180°

6' (STANDARD)

UGE UGE

EXIST.

ROW

EXIST. ESMT.

EXTENDS TO EAST

SIDE OF ROUTE 27

4 5 6

S T E

A L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

I R C

E R L

V I

LEGEND PROPOSEDEXISTING