Attachment A - Plan Sheets.pdf

PDF 1 MB Posted Feb 6, 2024

Attached to: K21255 Electrical Equipment for US26 ADA Ramps
Solicitation number: S-73000-00009401
Issued by: Multnomah County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of plan sheets and supporting attachments for the Multnomah County Mt. Hood Hwy US26/OR213 Curb Ramp Project. The project involves the retention and protection of existing traffic signal infrastructure, as well as the installation of new pedestrian signal pedestals, radar detectors, junction boxes, and electrical conduit. The project covers locations at US-26 at MP 5.59 and SE Powell Blvd at SE 92nd Ave in Portland, Oregon. The project is being managed by the Oregon Department of Transportation (ODOT) and the work is expected to be completed by June 30, 2024.

The plan sheets provide detailed specifications on the equipment to be installed, including the quantities and locations of new and existing infrastructure. The project requires the contractor to coordinate with the agency's radar vendor representatives to properly calibrate the new radar detection units. The contractor will also be responsible for maintaining access to existing pushbuttons and protecting all existing signal equipment during construction activities.

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Other files

File	Type	Posted
00009401_Invitation to Bid.docx	DOCX document	Feb 6, 2024
Attachment C - Green Sheets.pdf	PDF	Feb 6, 2024
Intent to Award~26.xlsx	XLSX spreadsheet	Feb 6, 2024
Sample Contract~34.docx	DOCX document	Feb 6, 2024
Bid Coversheet~19.docx	DOCX document	Feb 6, 2024
FinalJobSketch-M3335871 (1).pdf	PDF	Feb 6, 2024
Attachment B - Blue Sheets.pdf	PDF	Feb 6, 2024

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TS_K21255_MA01.dgn :: Default 11/17/2023 3:46:12 PM mal

ADVANCE COPYSUBJECT TO CHANGE

Checker:Drafter:

Designer:

SHEET NO.DFI/TSSU NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MULTNOMAH COUNTY

MT.HOOD HWY

US26/OR213 CURB RAMP PROJECT

UNIT FILE CODE

HWY:

M.P.:

O T

N E

MTRAPED

O G

E R

ATROPS

N A

R T

JUN. 30, 2024EXPIRES:

INA VADA

E I

RCH 10, 2

OREGON

STI

R E

87,324

GIN

ONR

L R

Portland, Oregon 97204

1050 SW 6th Avenue, Suite 600 www.dksassociates.com

Traffic Section Approval

LEGEND

B. Copeland

G. Anganis

K. Jackson

5.59

00000

2B100 MA01

Rotation: N/A Scale: N/A

S. Vadaei

L E G E N D

C O N T R O L L E R S

Retain and protect existing Model 2070 controller and Model 332 cabinet

C A B I N E T S

Retain and protect existing terminal cabinet

Retain and protect existing service cabinet

P O L E S on (N=number) foundation. See TM457 for details

Install pedestrian signal pedestal with frangible base

Retain and protect existing strain pole

Retain and protect existing wood pole

Maintain and protect existing luminaire arm

S I G N A L S pushbutton with mount (sign R10-3) with clamshell mount and audible pedestrian

Install phase (Ph=phase) pedestrian signal

Remove existing pedestrian signal, pushbutton and instruction sign

C O N D U I T S

Install (S=size) inch conduit

Retain and protect existing (S=size) electrical conduit

Retain and protect existing (S=size) detector conduit

J U N C T I O N B O X E S concrete or hybrid junction box

Install 22"x12"x12" (min. dimension) precast

Retain and protect existing junction box

Remove existing junction box

W I R E S & C A B L E S

Retain and protect existing messenger cable

D E T E C T I O N

Agency furnished.unit (T=Radar).

Install far-range radar detector

Agency furnished.unit (T=Radar).

Install near-range radar detector

(PORTLAND)

US-26 AT M.P. 5.59

SE POWELL BLVD AT SE 92ND AVE

SIGNAL AND DETECTOR LEGEND

Retain and protect existing phase (Ph+phase) vehicle signal

Abandon existing (S=size) electrical conduit concrete or hybrid junction box with concrete apron

Install 22"x12"x12" (min. dimension) precast

S I G N S sign and mount

Retain and protect existing aluminum

General Notes:

presence of the Engineer.

and radar vendor representitive, in the be calibrated in the field by the Contractor

All new and reinstalled radar detection shall 3.

associated conductors during construction.

protect all existing signal equipment and

Unless otherwise noted, maintain and 2.

for this contract.

for construction and the Special Provisions

Drawings, 2024 Oregon Specifications conform to the Oregon Standard

1. All materials and workmanship shall detail on MB02.

Install type Click 656 Cabinet interface device with SDLC cable. See

Install radar control cable (T=Radar). Agency furnished.

(G= AWG wire size) AWG conductors

Install (X=number of cables) control cable(s) with (N=number)

Retain and protect existing control cables

Retain and protect existing tether cable

Remove existing wiring

F I R E P R E E M P T I O N

Retain and protect existing fire preemption detector unit

Retain and protect existing fire preemption feeder cable

Retain and protect existing wiring

Splice new electrical conduit to existing electrical conduit

W I R E S & C A B L E S C O N ' T

P/A

P/B

R-N

R-F

VPh

CID

RCC

X-N

ACCOMPANIED BY DWGS.:

TM470, TM471, TM472

TM457, TM466, TM467,

George.Anganis Highlight

George.Anganis Highlight N

George.Anganis Highlight Install pedestrian signal pedestal with frangible base

George.Anganis Highlight on (N=number) foundation. See TM457 for details

George.Anganis Highlight

George.Anganis Highlight Install 22"x12"x12" (min. dimension) precas

George.Anganis Highlight concrete or hybrid junction box

George.Anganis Highlight

George.Anganis Highlight 2A

George.Anganis Highlight Install 22"x12"x12" (min. dimension) precast

George.Anganis Highlight concrete or hybrid junction box with concrete apron

George.Anganis Highlight

RCC

George.Anganis Highlight T

George.Anganis Text Box Agency furnished.

George.Anganis Highlight

CID

George.Anganis Highlight Install type Click 656 Cabinet interface device with SDLC cable. See

George.Anganis Highlight detail on MB02

George.Anganis Highlight

George.Anganis Highlight R-F

George.Anganis Highlight T

George.Anganis Highlight R-N

George.Anganis Highlight T

George.Anganis Highlight Install far-range radar detector

George.Anganis Highlight unit (T=Radar)

George.Anganis Highlight Agency furnished.

unit (T=Radar)

George.Anganis Highlight Install near-range radar detector

George.Anganis Highlight unit (T=Radar)

George.Anganis Highlight Agency furnished

George.Anganis Highlight Install radar control cable (T=Radar). Agency furnished

George.Anganis Rectangle

George.Anganis Text Box Legend

George.Anganis Highlight

George.Anganis Text Box Agency Furnished Equipment. See Green and Blue Seets

George.Anganis Text Box . Agency furnished.

George.Anganis Highlight

George.Anganis Text Box . Agency furnished.

George.Anganis Highlight

George.Anganis Text Box . Agency furnished.

George.Anganis Highlight

(24"/4.5")

(2 4" /4 .5"

TS_K21255_MB01.dgn :: Default 11/17/2023 3:46:22 PM mal

ADVANCE COPYSUBJECT TO CHANGE

Checker:Drafter:

Designer:

SHEET NO.DFI/TSSU NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MULTNOMAH COUNTY

MT.HOOD HWY

US26/OR213 CURB RAMP PROJECT

UNIT FILE CODE

N E

MTRAPED

O G

E R

ATROPS

N A

R T

JUN. 30, 2024EXPIRES:

INA VADA

E I

RCH 10, 2

OREGON

STI

R E

87,324

GIN

ONR

L R

Portland, Oregon 97204

1050 SW 6th Avenue, Suite 600 www.dksassociates.com

Traffic Section Approval

SIGNAL PLAN

S. Vadaei

B. Copeland

G. Anganis

K. Jackson

5.59

00000

2B100

(PORTLAND)

US-26 AT M.P. 5.59

SE POWELL BLVD AT SE 92ND AVE

SIGNAL MODIFICATION PLAN

Construction Notes:

See TM466 for radar mounting details.1

Channel A Channel B

Channel D

PH2

PH5

PH4

PH8

PH7

PH3

FIRE PREEMPTION

Channel C

PH1

PH6

1 2 3 4

NORMAL PHASE ROTATION

3FY

7FY

Pole No. 7

Existing

Pole No. 6

Pole No. 9

Existing

Pole No. 8

Pole No. 1

Pole No. 2

Existing

Pole No. 3

Pole No. 4

Existing

Pole No. 5

Sta 286+71 (38.8' Lt)

FEET

20 10 20

Sheet MB04 for details temporary traffic control plans and all times during construction. See

2. Maintain access to pushbuttons at boxes, conduit, and feeder cables.

including associated junction

1. Abandon existing loop detection, General Notes:

Utility junction box to be relocated by others.2

SE POWELL BLVD

S E

N D

A V

"UTILITIES NOT SHOWN"

See Utility Plan Sheet

See Plan Sheet No. MA01 for Legend

NOTE:

Existing R/W

Proposed R/W

Existing R/W

Proposed R/W

Sta 286+60 (30.6' Lt)

MB01

Sta 287+56 (36.9' Lt)

Sta 287+61 (70.3' Rt)

Sta 286+78 (68.9' Rt)

OLA

OLA = Ph. 1 + Ph. 8 - P8 permanent use.

control plans. Maintain and protect radar unit for and set detection zones per the temp traffic

Install radars prior to construction. Orient radars method and materials to be used.

1 inch in diameter or of irregular shape, submit equipment using pipe plugs. For holes larger than

Repair hole in mast arm caused by removal of

Protect foundation and signal.5

4 5

OLA

P/B

P/A

2.5

P/B

P/A

R-N

P/A

P/B

R-N

R-F

GR-F

P/A

WPEX

P/A

P/B

R-N

V1/8EX

V4 EX

CID

1.5

RCC

A1-7

1.5

1-7

RCC

1-7

RCC

2-7

RCC

2-7

RCC

4-7

2.5

1.5

RCC

2.5

1.5 4-7

W2-7

4-7

RCC

1.5 2-7

2-7

1.5

RCC

G sxv Rectangle sxv Text Box sxv Rectangle sxv Text Box sxv Text Box Contractor shall support strain pole during construction while performing work adjacent the pole foundation.

George.Anganis Highlight R-N

George.Anganis Highlight A

George.Anganis Highlight P

George.Anganis Highlight

George.Anganis Highlight R-F

George.Anganis Highlight G

George.Anganis Highlight

George.Anganis Highlight R-F

George.Anganis Highlight E

George.Anganis Highlight

George.Anganis Highlight R-N

George.Anganis Highlight C

George.Anganis Highlight R-N

George.Anganis Highlight D

George.Anganis Highlight R-N

George.Anganis Highlight B

George.Anganis Highlight

George.Anganis Highlight 2A

George.Anganis Highlight

CID

George.Anganis Highlight

RCC

George.Anganis Highlight G

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight E

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight E

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

RCC

George.Anganis Highlight

2. Maintain access to pushbuttons a

George.Anganis Highlight all times during construction. Se

George.Anganis Highlight temporary traffic control plans and

George.Anganis

Sheet MB04 for details

TS_K21255_MB02.dgn :: Default 11/17/2023 3:46:24 PM mal

Checker:Drafter:

Designer:

SHEET NO.DFI/TSSU NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MULTNOMAH COUNTY

MT.HOOD HWY

US26/OR213 CURB RAMP PROJECT

UNIT FILE CODE

N E

MTRAPED

O G

E R

ATROPS

N A

R T

JUN. 30, 2024EXPIRES:

INA VADA

E I

RCH 10, 2

OREGON

STI

R E

87,324

GIN

ONR

L R

Portland, Oregon 97204

1050 SW 6th Avenue, Suite 600 www.dksassociates.com

Traffic Section Approval

DETAILS

B. Copeland

G. Anganis

K. Jackson

5.59

00000

2B100 MB02

Rotation: N/A Scale: N/A

S. Vadaei

WATTAGE

LUMINAIRES

LENGTH

ARM

DEG.

ARM

HEIGHT

MOUNTING

EQUIP.

MISC.

ON ARM

TYPE

FIXTURE

(PORTLAND)

OR213 AT M.P. 5.59

SE POWELL BLVD AT SE 92ND AVE

SIGNAL DETAILS

D 1 D 2 D 3 D 4 D 5 D 6 D 7 D 8

EQUIPMENT ON POLE

170/260

DEG.

SIGNAL

PED.

DEG.

CABINET

TERM.

DEG.

EQUIP

MISC.

P O L E E N T R A N C E C H A R T

EQUIPMENT ON MAST ARM

(Length in Feet and Equipment Type)

DEPTH

FOUNDATION

REQUIRED

3'-0"

NO. NO.

TYPE

1 PP-2MB01

POLE

(See Std. Drg. TM457)

NUMBER

FOUNDATION

TM457

See

DEG.

PUSHBUTTON

PED.

POLE 4

SHEET

INFORMATION

FOUNDATION

"MAH"

CABLE

(FROM) POLE (TO) POLE

"MAH"

CABLE

(TO)

NO.

POLE

(FROM)

NO.

POLE

MB01

PP-2

EX-SP

180/270

0/90

170/260

180/270

0/90

205: RAD

EX: SC

290: RAD

45: RAD

2 4

4 7

7 9

9 2

EX EX

EXEX

POLE 7

POLE 9

POLE 2

3'-0"

EXEX

EX EX EX EX EX

RAD/RAD

6.5/6.5

EX EX EX EX EX

RAD

6.5

BRACKET MOUNT

V5 = Traffic Signal Type 5, Adjustable Bracket Mount (See Std. Dwg. TM462)

V2 = Traffic Signal Type 2, Adjustable Bracket Mount (See Std. Dwg. TM462)

PP-2 = Pedestrian Signal Pedestal (See TM457)

MAH = Messenger Cable Attachment Height

AL = Aluminum Sign

EX = Existing

RAD = Radar Detector Unit

SC = Service Cabinet

F = Fire Preemption (See Std. Dwg. TM450)

MISC. ITEMS

Span wire and strand vise location

NOTE:

Equipment shown on the orientation diagram is a clarification of angles of equipment that may be located on a

O f T er m in al C ab in et

Ø Ø

STRAIN POLE ORIENTATION DIAGRAM

Strain Pole

POLE No. 1

POLE No. 2

N located on the pole.

sheet north arrow (zero) to equipment chart show the degrees clockwise from plan poles. Degrees shown in the pole entrance degrees on Pedestrian and Vehicle signal The north arrow shown relates to zero

PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL

ORIENTATION DIAGRAM

NOTE:

Equipment shown on the orientation diagram is a clarification of angles of equipment that may be located on a pedestrian pedestal or vehicle pedestal.

of Pedestrian

Head

� of Vehicle Signal H ead

� of Pedestrian Head

No scale

Install ethernet cable plans) cables (See signal Install radar control

SDLC

B signal plans) Radar unit (See and coil SDLC cable.

Provide and label

(existing) switch

Ethernet interface device radar controller

Click 656 WavetronixC

RADAR CONTROLLER INTERFACE

DEVICE INSTALLATION

(IN CONTROLLER CABINET)

George.Anganis Highlight

PP-2

George.Anganis Highlight

PP-2

George.Anganis Highlight

PP-2

George.Anganis Highlight

PP-2

George.Anganis Highlight

PP-2

George.Anganis Highlight

290: RAD

George.Anganis Highlight

45: RAD

George.Anganis Highlight

205: RAD

George.Anganis Highlight 6.5/6.5

George.Anganis Highlight

RAD/RAD

George.Anganis Highlight 6.5

George.Anganis

RAD

TS_K21255_MB03.dgn :: Default 11/17/2023 3:46:27 PM mal

Checker:Drafter:

Designer:

SHEET NO.DFI/TSSU NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MULTNOMAH COUNTY

MT.HOOD HWY

US26/OR213 CURB RAMP PROJECT

UNIT FILE CODE

N E

MTRAPED

O G

E R

ATROPS

N A

R T

JUN. 30, 2024EXPIRES:

INA VADA

E I

RCH 10, 2

OREGON

STI

R E

87,324

GIN

ONR

L R

Portland, Oregon 97204

1050 SW 6th Avenue, Suite 600 www.dksassociates.com

Traffic Section Approval

EXISTING UTILITIES

S. Vadaei

B. Copeland

G. Anganis

K. Jackson

5.59

00000

2B100

(24"/4.5")

(2 4" /4 .5"

(PORTLAND)

OR213 AT M.P. 5.59

SE POWELL BLVD AT SE 92ND AVE ST

EXISTING UTILITIES PLAN

FEET

20 10 20

SE POWELL BLVD

S E

N D

A V

Traffic Section Approval

Existing R/W

Proposed R/W

Existing R/W

Proposed R/W

MB03

TS_K21255_MB04.dgn :: Default 11/17/2023 3:46:29 PM mal

Checker:Drafter:

Designer:

SHEET NO.DFI/TSSU NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

MULTNOMAH COUNTY

MT.HOOD HWY

US26/OR213 CURB RAMP PROJECT

UNIT FILE CODE

N E

MTRAPED

O G

E R

ATROPS

N A

R T

JUN. 30, 2024EXPIRES:

INA VADA

E I

RCH 10, 2

OREGON

STI

R E

87,324

GIN

ONR

L R

Portland, Oregon 97204

1050 SW 6th Avenue, Suite 600 www.dksassociates.com

Traffic Section Approval

DETAILS

B. Copeland

G. Anganis

K. Jackson

5.59

00000

2B100 MB04

Rotation: N/A Scale: N/A

S. Vadaei

(PORTLAND)

OR213 AT M.P. 5.59

SE POWELL BLVD AT SE 92ND AVE

SIGNAL DETAILS

2. All Anchor Rods To Be Galvanized Steel Conforming To 02560.30.

Galvanized Steel According To 02560.40 Unless Noted Otherwise.

1. All Bolts, Nuts And Washers To Conform To 02560.20 And Be

Notes:

(4) 2" Square Washer

(4) Holddown Nut And

(4) 2" Square Washer

(4) Leveling Nut And

Projection

4" Anchor Rod

Galvanizing According To ASTM A 780.

Control Cable Into Pedestal. Repair

For Wiring Entrance From Overhead

Galvanized Metallic Chase Nipple

Drill Tap And Install A 1" Dia.

ENTRANCE DETAIL

TEMPORARY PEDESTAL WIRING

T o

Frangible Base

(See TM467 For Details)

Pedestrian Signal

TEMPORARY TRAFFIC SIGNAL PEDESTAL ASSEMBLY

7- Conductor, #14 AWG Control Cable

Equipment As Shown.

Length To Accommodate

40, 4 1/2" O.D.) Field Verify

ASTM A123 galvanization, Sch.

(ASTM A53 or ASTM A500 with

4" Dia. Std. Galvanized Steel Pipe

With Set Screws

Rain Tight Pole Cap

Removable Metallic

(2' x 2' x 2')

Precast Concrete Block

T o

-6

Metallic Chase Nipple

Wiring Entrance at

Roadway

Top Of

Connection

Messenger Cable

See TM452 for

1/4" Messenger Cable

(See TM454 For Details)

Bond Wire

Cable Ties

3. Equipment Shown In the Assembly Detail Is An Example Of

The Equipment That May Be Mounted. Install Equipment As Shown.

4. Use Spare Conductor in Control Cable As Ground Wire. Connect to

Mast Arm Pole Grounding.

STRAIN POLE ATTACHMENT DETAIL

SIGNAL MAST ARM POLE OR

See Note 5.

Non-metallic Choker Sling Anchor.

Strandvise

Control Cable to Terminal Cabinet

5. Non-metallic Choker Sling Anchor to be Global Industrial 3' Choker

Sling Anchor model number T9F761308 or approved equal.

A s s e m b ly

H e ig h t

TEMPORARY PEDESTAL DETAILS

Block (2' x 2' x 2')

Precast Concrete

(6" Thread)

3/4" x 18" x 4")

Grade 36 -

(ASTM F 1554

(4) Anchor Rods

Roadway

Top Of

Frangible Base

2' - 0"

Equipment As Shown.

Field Verify Length To Accommodate

A123 galvanization, Sch. 40, 4 1/2" O.D.)

(ASTM A53 or ASTM A500 with ASTM

4" Dia. Std. Galvanized Steel Pipe

13" Rod Circle

With Set Screws

Rain Tight Pole Cap

Removable Metallic

1/4" Messenger Cable

(See MJ04 For Details)

Pedestrian Pushbutton

George.Anganis Highlight 4" Dia. Std. Galvanized Steel Pipe

George.Anganis Highlight (ASTM A53 or ASTM A500 wit

George.Anganis Highlight ASTM A123 galvanization, Sch.

George.Anganis Highlight 40, 4 1/2" O.D.) Field Verify

George.Anganis Highlight Length To Accommodate

George.Anganis Highlight Equipment As Shown.

George.Anganis Highlight Frangible Base

George.Anganis Highlight With Set Screws Rain Tight Pole Cap

George.Anganis

Removable Metalli

Default

File details come from the government source that posted it. Updated Apr 3, 2024.