3
EJB ETRANS ETRANS TB TB TB TB TB TV E. 128TH AVENUE ONEIDA STREET E. 128TH AVENUE 1 2 3 4 6 9 13 14 EXISTING MAST ARM CONFIGURATION TO REMAIN EXISTING PEDESTAL POLE CONFIGURATION TO REMAIN 5 7 8 10 11 12 ONEIDA STREET EXISTING PULL BOXES TO REMAIN 2-2" CONDUIT 1-3" CONDUIT 2-2" CONDUIT 1-3" CONDUIT ITEM DESCRIPTION UNIT QTY 1 2 INCH ELECTRICAL CONDUIT (PLASTIC) LF 210 2 3 INCH ELECTRICAL CONDUIT (PLASTIC) LF 105 3 LUMINAIRE HIGH PRESSURE SODIUM (400 WATT) EA 1 4 TRAFFIC SIGNS (R3-5L) EA 4 5 PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN) EA 5 6 TRAFFIC SIGNAL FACE (12-12-12) EA 6 7 TRAFFIC SIGNAL FACE (12-12-12-12-12) EA 6 11 VIDEO DETECTION SYSTEM (1 CAMERA) EA 1 12 TRAFFIC SIGNAL - LIGHT POLE STEEL (45' MAST ARM) EA 1 13 TRAFFIC SIGNAL PEDESTAL POLE (10') EA 3 17 PULL BOX - 20"X33"X15"D EA 3 19 REMOVAL OF EXISTING EQUIPMENT LS 1 21 RELOCATE ILLUMINATED STREET NAME SIGN EA 1 LEGEND SUMMARY OF ESTIMATED QUANTITIES PHASING SEQUENCE SIGNAL HEAD AND SIGNS Ø1 + Ø5 Ø2 + Ø6 Ø4 + Ø8 NB SB WBLT EBLT EB WB Ø3 + Ø7 SBLT NBLT 1. EXCEPT AS MODIFIED IN THE PLANS, ALL TRAFFIC SIGNAL AND TRAFFIC CONTROL SIGNING WORK SHALL BE IN ACCORDANCE WITH "STANDARDS AND SPECIFICATIONS", SECTION 700 BY THE CITY OF THORNTON. 2. CONDUIT, POLE, DETECTOR, PULL BOXES AND CONTROLLER CABINET LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS SHALL BE MARKED BY THE RESPONSIBLE PARTY AND APPROVED IN THE FIELD BY THE CITY. TRAFFIC SIGNAL POLES AND MAST ARMS SHALL NOT BE ORDERED UNTIL EXACT LOCATION OF POLE BASES IS FIELD VERIFIED. RESPONSIBLE PARTY TO CONTACT THE CITY (GEORGE STANLEY, 720-977-6477) A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING TRAFFIC SIGNAL CONSTRUCTION. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE RESPONSIBLE PARTY SHALL FIELD VERIFY THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MAY OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. ALL TRAFFIC SIGNAL HEADS SHALL BE POLYCARBONATE TYPE AND BLACK IN COLOR. TRAFFIC SIGNAL POLES SHALL BE MOCHA BROWN (FEDERAL COLOR NUMBER 10075). 5. THE CONTRACTOR SHALL PROVIDE THE CITY WITH AT LEAST TWO (2) SETS EACH OF EQUIPMENT SPECIFICATIONS/DESCRIPTIONS AND OBTAIN APPROVALS BEFORE ORDERING THE EQUIPMENT. 6. UPON COMPLETION OF THE WORK, THE RESPONSIBLE PARTY SHALL SUBMIT RECORD DRAWINGS, CORRECTED PLANS AND ANY ADDITIONAL DATA REQUIRED BY THE CITY SHOWING IN DETAIL ALL CONSTRUCTION CHANGES. 7. THE RESPONSIBLE PARTY SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION TO THE CITY WITH THE PERMIT APPLICATION. A PUBLIC RIGHT-OF-WAY WORK PERMIT WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PERMIT FOR TRAFFIC CONTROL DURING CONSTRUCTION. 8. ALL VEHICLE AND PEDESTRIAN SYMBOL INDICATIONS SHALL BE APPROVED L.E.D. TYPE. VEHICLE INDICATIONS SHALL BE 12". ALL PEDESTRIAN INDICATIONS SHALL BE 16" 9. TRAFFIC CONTROL SIGNS SHALL BE FABRICATED USING DIAMOND GRADE REFLECTIVE SHEETING. ALL SIGNS SHALL HAVE A PROTECTIVE CLEAR OVERLAY (GRAFFITI PROTECTION) APPLIED TO THE FACE OF THE SIGN. 10. LUMINAIRES SHALL BE 400 WATTS HPS WITH CUT-OFF LENSES. 11. VIDEO DETECTION CAMERAS SHALL BE PROVIDED FOR EACH LEG OF THE INTERSECTION WITH UP TO 24 DETECTION ZONES PER CAMERA AND SHALL BE MOUNTED ON THE TRAFFIC SIGNAL MAST ARM OR LUMINAIRE ARM VIDEO CAMERA INSTALLATIONS SHALL BE INTERIS VANTAGE OR APPROVED EQUAL. 12. TRAFFIC SIGNALS MOUNTED ON MAST ARMS SHALL BE FURNISHED WITH ASTRO-TYPE MOUNTING BRACKETS AND SHALL INCLUDE LOUVERED BACKING PLATES. 13. ALL SIGNAL HEADS SHALL BE WIRED SEPARATELY FORM THE SIGNAL HEAD TO HAND-HOLE ABOVE GRADE AT THE BASE OF THE SIGNAL POLE WITH NO OVERHEAD SPLICES. A SEPARATE 19-CONDUCTOR CABLE SHALL RUN FROM THE CONTROLLER CABINET TO THE HAND-HOLE AT EACH POLE WITH NO SPLICES. NOTES 12" 12" 12" R Y Y G G 12" 12" 12" R Y G 12" 12" 12" 12" 12" R Y Y G G PULL BOX PEDESTRIAN SIGNAL FACE PEDESTRIAN PUSH BUTTON VIDEO DETECTION CAMERA TRAFFIC SIGN PROPOSED SIGNAL HEAD PEDESTAL POLE RELOCATED SIGNAL HEAD EXISTING SIGNAL HEAD TO REMAIN EXISTING SIGNAL HEAD TO REMAIN (TURNED DOWN) RELOCATED SIGNAL HEAD (TURNED DOWN) STREET NAME SIGN LUMINAIRE 16" R3-5L 30"X36" 12" 12" 12" R Y G INSTALL PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE, PULL BOX AND 1-2" CONDUIT. INSTALL PEDESTRIAN PUSH BUTTON AND PEDESTRIAN SIGNAL FACE. INSTALL SIGNAL HEAD AT SIGNAL HEAD 1 AND SIGNAL HEAD 2 LOCATIONS. INSTALL TRAFFIC SIGN (R3-5L). EXISTING SIGNAL HEADS TO REMAIN. INSTALL NEW SIGNAL HEAD. INSTALL PEDESTRIAN PUSH BUTTON AND PEDESTRIAN SIGNAL FACE. INSTALL NEW SIGNAL HEAD AT SIGNAL HEAD 4 LOCATION AND TRAFFIC SIGN (R3-5L). INSTALL NEW SIGNAL HEAD AT SIGNAL HEAD 5 AND 6 LOCATIONS. REMOVE EXISTING POLE AND MAST HEAD. INSTALL TRAFFIC SIGN (R3-5L). INSTALL NEW SIGNAL HEADS AT SIGNAL HEAD 7, 8, 9, 10, AND 11 LOCATIONS. INSTALL NEW POLE, 45' MAST ARM WITH LUMINAIRE. INSTALL PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE, PULL BOX AND 1-2" CONDUIT. INSTALL PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE, PULL BOX AND 1-2" CONDUIT. CONSTRUCTION NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 R Designed By: Date: Job No.: FOR AND ON BEHALF OF SM ROCHA, LLC Checked By: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO By Date Description of Revisions No. 03/16/2017 16-08586 E. 128th Avenue and Oneida Street Thornton, Colorado TRAFFIC SIGNAL PLAN CM/BW MR SM ROCHA, LLC Traffic & Transportation Consultants 8703 Yates Drive, Suite 210 Westminster, Colorado 80031 (303) 458-9798 REVIEW PLAN NOT FOR CONSTRUCTION 1 of 1 40 10 N 0 20 SCALE: 1"=20'-0" TRAFFIC SIGNAL PLAN

POND D Details - City of Thornton · existing signal head to remain (turned down) relocated signal head (turned down) street name sign luminaire 16" r3-5l 30"x36" 12" 12" 12"r y g

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Page 1: POND D Details - City of Thornton · existing signal head to remain (turned down) relocated signal head (turned down) street name sign luminaire 16" r3-5l 30"x36" 12" 12" 12"r y g

EJB

ETRANS

ETRANS

TB

TB

TB

TB

TB

TV

E. 128TH AVENUE

ON

EID

A S

TR

EE

T

E. 128TH AVENUE

1

2

3

4

6

9

13

14

EXISTING MAST ARM

CONFIGURATION

TO REMAIN

EXISTING

PEDESTAL POLE

CONFIGURATION

TO REMAIN

5

7 8

10

11

12

ON

EID

A S

TR

EE

T

EXISTING

PULL BOXES

TO REMAIN

2-2" CONDUIT

1-3" CONDUIT

2-2" CONDUIT

1-3" CONDUIT

ITEM DESCRIPTION UNIT QTY

1

2 INCH ELECTRICAL CONDUIT (PLASTIC)

LF 210

2

3 INCH ELECTRICAL CONDUIT (PLASTIC)

LF 105

3

LUMINAIRE HIGH PRESSURE SODIUM (400 WATT)

EA 1

4

TRAFFIC SIGNS (R3-5L)

EA 4

5PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN)

EA 5

6

TRAFFIC SIGNAL FACE (12-12-12)

EA 6

7

TRAFFIC SIGNAL FACE (12-12-12-12-12)

EA 6

11

VIDEO DETECTION SYSTEM (1 CAMERA)

EA 1

12

TRAFFIC SIGNAL - LIGHT POLE STEEL (45' MAST ARM)

EA 1

13

TRAFFIC SIGNAL PEDESTAL POLE (10')

EA 3

17 PULL BOX - 20"X33"X15"D EA 3

19 REMOVAL OF EXISTING EQUIPMENT LS 1

21 RELOCATE ILLUMINATED STREET NAME SIGN EA 1

LEGEND

SUMMARY OF ESTIMATED QUANTITIES

PHASING SEQUENCESIGNAL HEAD AND SIGNS

Ø1 + Ø5

Ø2 + Ø6

Ø4 + Ø8

NB SB

WBLT EBLT

EB WB

Ø3 + Ø7

SBLT NBLT

1. EXCEPT AS MODIFIED IN THE PLANS, ALL TRAFFIC SIGNAL AND TRAFFIC CONTROL SIGNING WORK SHALL BE IN ACCORDANCE

WITH "STANDARDS AND SPECIFICATIONS", SECTION 700 BY THE CITY OF THORNTON.

2. CONDUIT, POLE, DETECTOR, PULL BOXES AND CONTROLLER CABINET LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS SHALL

BE MARKED BY THE RESPONSIBLE PARTY AND APPROVED IN THE FIELD BY THE CITY. TRAFFIC SIGNAL POLES AND MAST ARMS

SHALL NOT BE ORDERED UNTIL EXACT LOCATION OF POLE BASES IS FIELD VERIFIED. RESPONSIBLE PARTY TO CONTACT THE

CITY (GEORGE STANLEY, 720-977-6477) A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING TRAFFIC

SIGNAL CONSTRUCTION.

3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE RESPONSIBLE PARTY SHALL FIELD VERIFY THE EXACT LOCATION OF

ALL UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MAY OCCUR BY

THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. ALL TRAFFIC SIGNAL HEADS SHALL BE POLYCARBONATE TYPE AND BLACK IN COLOR. TRAFFIC SIGNAL POLES SHALL BE MOCHA

BROWN (FEDERAL COLOR NUMBER 10075).

5. THE CONTRACTOR SHALL PROVIDE THE CITY WITH AT LEAST TWO (2) SETS EACH OF EQUIPMENT SPECIFICATIONS/DESCRIPTIONS

AND OBTAIN APPROVALS BEFORE ORDERING THE EQUIPMENT.

6. UPON COMPLETION OF THE WORK, THE RESPONSIBLE PARTY SHALL SUBMIT RECORD DRAWINGS, CORRECTED PLANS AND ANY

ADDITIONAL DATA REQUIRED BY THE CITY SHOWING IN DETAIL ALL CONSTRUCTION CHANGES.

7. THE RESPONSIBLE PARTY SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION TO THE CITY WITH THE PERMIT

APPLICATION. A PUBLIC RIGHT-OF-WAY WORK PERMIT WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PERMIT

FOR TRAFFIC CONTROL DURING CONSTRUCTION.

8. ALL VEHICLE AND PEDESTRIAN SYMBOL INDICATIONS SHALL BE APPROVED L.E.D. TYPE. VEHICLE INDICATIONS SHALL BE 12".

ALL PEDESTRIAN INDICATIONS SHALL BE 16"

9. TRAFFIC CONTROL SIGNS SHALL BE FABRICATED USING DIAMOND GRADE REFLECTIVE SHEETING. ALL SIGNS SHALL HAVE A

PROTECTIVE CLEAR OVERLAY (GRAFFITI PROTECTION) APPLIED TO THE FACE OF THE SIGN.

10. LUMINAIRES SHALL BE 400 WATTS HPS WITH CUT-OFF LENSES.

11. VIDEO DETECTION CAMERAS SHALL BE PROVIDED FOR EACH LEG OF THE INTERSECTION WITH UP TO 24 DETECTION ZONES PER

CAMERA AND SHALL BE MOUNTED ON THE TRAFFIC SIGNAL MAST ARM OR LUMINAIRE ARM VIDEO CAMERA INSTALLATIONS

SHALL BE INTERIS VANTAGE OR APPROVED EQUAL.

12. TRAFFIC SIGNALS MOUNTED ON MAST ARMS SHALL BE FURNISHED WITH ASTRO-TYPE MOUNTING BRACKETS AND SHALL

INCLUDE LOUVERED BACKING PLATES.

13. ALL SIGNAL HEADS SHALL BE WIRED SEPARATELY FORM THE SIGNAL HEAD TO HAND-HOLE ABOVE GRADE AT THE BASE OF THE

SIGNAL POLE WITH NO OVERHEAD SPLICES. A SEPARATE 19-CONDUCTOR CABLE SHALL RUN FROM THE CONTROLLER CABINET

TO THE HAND-HOLE AT EACH POLE WITH NO SPLICES.

NOTES

12"

12"

12"

R

Y Y

G G

12"

12"

12"R

Y

G

12"

12"

12"

12"

12"

R

Y

Y

G

G

PULL BOX

PEDESTRIAN SIGNAL FACE

PEDESTRIAN PUSH BUTTON

VIDEO DETECTION CAMERA

TRAFFIC SIGN

PROPOSED SIGNAL HEAD

PEDESTAL POLE

RELOCATED SIGNAL HEAD

EXISTING SIGNAL HEAD TO REMAIN

EXISTING SIGNAL HEAD TO REMAIN

(TURNED DOWN)

RELOCATED SIGNAL HEAD

(TURNED DOWN)

STREET NAME SIGN

LUMINAIRE

16"

R3-5L

30"X36"

12"

12"

12"R

Y

G

INSTALL PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE,

PULL BOX AND 1-2" CONDUIT.

INSTALL PEDESTRIAN PUSH BUTTON AND PEDESTRIAN SIGNAL FACE.

INSTALL SIGNAL HEAD AT SIGNAL HEAD 1 AND SIGNAL HEAD 2 LOCATIONS. INSTALL

TRAFFIC SIGN (R3-5L).

EXISTING SIGNAL HEADS TO REMAIN.

INSTALL NEW SIGNAL HEAD.

INSTALL PEDESTRIAN PUSH BUTTON AND PEDESTRIAN SIGNAL FACE.

INSTALL NEW SIGNAL HEAD AT SIGNAL HEAD 4 LOCATION AND TRAFFIC SIGN (R3-5L).

INSTALL NEW SIGNAL HEAD AT SIGNAL HEAD 5 AND 6 LOCATIONS.

REMOVE EXISTING POLE AND MAST HEAD.

INSTALL TRAFFIC SIGN (R3-5L).

INSTALL NEW SIGNAL HEADS AT SIGNAL HEAD 7, 8, 9, 10, AND 11 LOCATIONS.

INSTALL NEW POLE, 45' MAST ARM WITH LUMINAIRE.

INSTALL PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE,

PULL BOX AND 1-2" CONDUIT.

INSTALL PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE,

PULL BOX AND 1-2" CONDUIT.

CONSTRUCTION NOTES

1

2

3

4

5

6

7

8

9

10

11

12

13

14

R

Designed B

y:

Date:

Job No.:

FOR AND ON BEHALF OF

SM ROCHA, LLC

Checked B

y:

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

By

Date

Description of R

evisions

No.

03/16/2017

16-08586

E. 1

28

th

A

ve

nu

e a

nd

On

eid

a S

tre

et

Thornton, C

olorado

TR

AF

FIC

S

IG

NA

L P

LA

N

CM

/B

WM

R

SM

R

OC

HA

, L

LC

Tra

ffic &

T

ra

nsp

orta

tio

n C

on

su

lta

nts

87

03

Y

ate

s D

rive

, S

uite

2

10

We

stm

in

ste

r, C

olo

ra

do

8

00

31

(3

03

) 4

58

-9

79

8

REVIEW PLAN

NOT FOR

CONSTRUCTION

1 of 1

4010

N

0 20

SCALE: 1"=20'-0"

TRAFFIC SIGNAL PLAN

AutoCAD SHX Text
45' ARM
AutoCAD SHX Text
45' ARM (EXISTING)
AutoCAD SHX Text
35' ARM (EXISTING)
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
P1
AutoCAD SHX Text
P2
AutoCAD SHX Text
P3
AutoCAD SHX Text
P4
AutoCAD SHX Text
P5
AutoCAD SHX Text
60' ARM (EXISTING)
AutoCAD SHX Text
S1
AutoCAD SHX Text
S3
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
S2
AutoCAD SHX Text
12
AutoCAD SHX Text
S4
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
11
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
10
AutoCAD SHX Text
13
AutoCAD SHX Text
ONLY
AutoCAD SHX Text
P1
AutoCAD SHX Text
P2
AutoCAD SHX Text
P3
AutoCAD SHX Text
P4
AutoCAD SHX Text
P5
AutoCAD SHX Text
S1
AutoCAD SHX Text
S2
AutoCAD SHX Text
12
AutoCAD SHX Text
S3
AutoCAD SHX Text
S4
AutoCAD SHX Text
7
jbehan
Callout
Mount ped head on other side of pole.
jbehan
Callout
Luminaire arms should be parallel to mast-arm (TYP).
dalston
Callout
Add on signal head over northbound right turn lane.
dalston
Callout
Luminaire shall be LED, not HPS. Use GE Evolve ERS1011D1X30AGRAYGL.
dalston
Callout
Remove phasing diagram. This will be coordinated at time of construction.
dalston
Callout
Based on scale, this drawing does not depict a 35' mast arm.
dalston
Callout
arm instead of head?
dalston
Callout
Add one signal head over eastbound right turn lane.
dalston
Callout
Call out relocation of illuminated street name sign from existing arm to new arm.
dalston
Arrow
dalston
Callout
21-conductor
dalston
Callout
LED, not HPS. See comment below.
dalston
Callout
George Stanley does not work for the City of Thornton. Contractor should contact Development Engineering construction inspector.
ccarlow
Text Box
Provide Traffic signal plan cover sheet, COT and project specific details, etc. to complete signal plan set. Include Quebec and 128th Ave fiber optic relocation design and include with signal plans All plans mush be signed and sealed by the responsible engineer, registered in the State of Colorado
Page 2: POND D Details - City of Thornton · existing signal head to remain (turned down) relocated signal head (turned down) street name sign luminaire 16" r3-5l 30"x36" 12" 12" 12"r y g

T

T

T

T

E

FO

ST

EJB

EJB

ST

FO

TV

E

EJB

EJB

EJB

TBTB

TB

W

E. 128TH AVENUE

QU

EB

EC

S

TR

EE

TQ

UE

BE

C S

TR

EE

T

E. 128TH AVENUE

1

2

5

6

3

4

EXISTING POLE

AND MAST ARM

CONFIGURATION

TO REMAIN

7 8

10

11

12

9

EXISTING PUSH

BUTTON POLE

CONFIGURATION

TO REMAIN

EXISTING POLE

CONFIGURATION

TO REMAIN

EXISTING POLE

CONFIGURATION

TO REMAIN

13

2-2" CONDUIT

1-3" CONDUIT

2-2" CONDUIT

1-3" CONDUIT

2-2" CONDUIT

1-3" CONDUIT

14

ITEM DESCRIPTION UNIT QTY

1

2 INCH ELECTRICAL CONDUIT (PLASTIC)

LF 850

2

3 INCH ELECTRICAL CONDUIT (PLASTIC)

LF 425

3

TRAFFIC SIGN (R3-5L) (R3-5R)

EA 2

4

PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN)

EA 2

5

TRAFFIC SIGNAL FACE (12-12-12)

EA 1

6

PEDESTAL POLE (10')

EA 2

7 PULL BOX - 20"X33"X15"D EA 3

8 REMOVAL OF EXISTING EQUIPMENT LS 1

9 RELOCATE TRAFFIC SIGNAL FACE EA 5

10 RELOCATE TRAFFIC SIGN EA 2

PULL BOX

PEDESTRIAN SIGNAL FACE

PEDESTRIAN PUSH BUTTON

VIDEO DETECTION CAMERA

LEGEND

SUMMARY OF ESTIMATED QUANTITIES

PHASING SEQUENCESIGNAL HEAD AND SIGNS

TRAFFIC SIGN

Ø1 + Ø5

Ø2 + Ø6

Ø4 + Ø8

NB SB

WBLT EBLT

EB WB

16"

Ø3 + Ø7

SBLT NBLT

1. EXCEPT AS MODIFIED IN THE PLANS, ALL TRAFFIC SIGNAL AND TRAFFIC CONTROL SIGNING WORK SHALL BE IN ACCORDANCE

WITH "STANDARDS AND SPECIFICATIONS", SECTION 700 BY THE CITY OF THORNTON.

2. CONDUIT, POLE, DETECTOR, PULL BOXES AND CONTROLLER CABINET LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS SHALL

BE MARKED BY THE RESPONSIBLE PARTY AND APPROVED IN THE FIELD BY THE CITY. RESPONSIBLE PARTY TO CONTACT THE

CITY (GEORGE STANLEY, 720-977-6477) A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO STARTING TRAFFIC

SIGNAL CONSTRUCTION.

3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE RESPONSIBLE PARTY SHALL FIELD VERIFY THE EXACT LOCATION OF

ALL UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MAY OCCUR BY

THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. ALL TRAFFIC SIGNAL HEADS SHALL BE POLYCARBONATE TYPE AND BLACK IN COLOR. TRAFFIC SIGNAL POLES SHALL BE MOCHA

BROWN (FEDERAL COLOR NUMBER 10075).

5. THE CONTRACTOR SHALL PROVIDE THE CITY WITH AT LEAST TWO (2) SETS EACH OF EQUIPMENT SPECIFICATIONS/DESCRIPTIONS

AND OBTAIN APPROVALS BEFORE ORDERING THE EQUIPMENT.

6. UPON COMPLETION OF THE WORK, THE RESPONSIBLE PARTY SHALL SUBMIT RECORD DRAWINGS, CORRECTED PLANS AND ANY

ADDITIONAL DATA REQUIRED BY THE CITY SHOWING IN DETAIL ALL CONSTRUCTION CHANGES.

7. CONTRACTOR SHALL FURNISH AND INSTALL PEDESTRIAN PUSH BUTTONS AND SIGNS.

8. THE RESPONSIBLE PARTY SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION TO THE CITY WITH THE PERMIT

APPLICATION. A PUBLIC RIGHT-OF-WAY WORK PERMIT WILL NOT BE ISSUED WITHOUT AN APPROVED TRAFFIC CONTROL PERMIT

FOR TRAFFIC CONTROL DURING CONSTRUCTION.

9. ALL VEHICLE AND PEDESTRIAN SYMBOL INDICATIONS SHALL BE APPROVED L.E.D. TYPE. VEHICLE INDICATIONS SHALL BE 12".

ALL PEDESTRIAN INDICATIONS SHALL BE 16"

10. TRAFFIC CONTROL SIGNS SHALL BE FABRICATED USING DIAMOND GRADE REFLECTIVE SHEETING. ALL SIGNS SHALL HAVE A

PROTECTIVE CLEAR OVERLAY (GRAFFITI PROTECTION) APPLIED TO THE FACE OF THE SIGN.

11. TRAFFIC SIGNALS MOUNTED ON MAST ARMS SHALL BE FURNISHED WITH ASTRO-TYPE MOUNTING BRACKETS AND SHALL

INCLUDE LOUVERED BACKING PLATES.

12. ALL SIGNAL HEADS SHALL BE WIRED SEPARATELY FORM THE SIGNAL HEAD TO HAND-HOLE ABOVE GRADE AT THE BASE OF THE

SIGNAL POLE WITH NO OVERHEAD SPLICES. A SEPARATE 19-CONDUCTOR CABLE SHALL RUN FROM THE CONTROLLER CABINET

TO THE HAND-HOLE AT EACH POLE WITH NO SPLICES.

NOTES

PROPOSED SIGNAL HEAD

12"

12"

12"

R

Y Y

G G

12"

12"

12"R

Y

G

R3-5L

30"X36"

PEDESTAL POLE

RELOCATED SIGNAL HEAD

EXISTING SIGNAL HEAD TO REMAIN

EXISTING SIGNAL HEAD TO REMAIN

(TURNED DOWN)

RELOCATED SIGNAL HEAD

(TURNED DOWN)

STREET NAME SIGN

12"

12"

12"

12"

12"

R

Y

Y

G

G

R3-5R

30"X36"

RELOCATE EXISTING SIGNAL HEAD TO SIGNAL HEAD 1 LOCATION.

EXISTING SIGNAL HEAD TO REMAIN.

INSTALL PEDESTRIAN PUSH BUTTON AND PEDESTRIAN SIGNAL FACE.

INSTALL 10' PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE,

PULL BOX AND 1-2" CONDUIT.

REMOVE EXISTING PEDESTRIAN PUSH BUTTON POLE AND PEDESTRIAN SIGNAL FACE.

REMOVE EXISTING PEDESTRIAN PUSH BUTTON POLE AND PEDESTRIAN SIGNAL FACE.

RELOCATE EXISTING SIGNAL HEAD TO SIGNAL HEAD 2 LOCATION. INSTALL TRAFFIC

SIGN (R3-5L).

INSTALL NEW SIGNAL HEAD 3 LOCATION.

EXISTING SIGNAL HEAD TO REMAIN. INSTALL TRAFFIC SIGN (R3-5R).

RELOCATE EXISTING SIGNAL HEAD AND TRAFFIC SIGN (R3-5L) TO SIGNAL HEAD 4

LOCATION.

RELOCATE EXISTING SIGNAL HEAD TO SIGNAL HEAD 5 LOCATION.

RELOCATE EXISTING SIGNAL HEAD AND TRAFFIC SIGN (R3-5R) TO SIGNAL HEAD 6

LOCATION.

REMOVE EXISTING EASTBOUND PEDESTRIAN HEAD.

INSTALL 10' PEDESTAL POLE, PEDESTRIAN PUSH BUTTON, PEDESTRIAN SIGNAL FACE,

PULL BOX, AND 2-2" CONDUIT AND 1'3" CONDUIT.

CONSTRUCTION NOTES

1

2

3

4

5

6

7

8

9

10

11

12

13

14

R

Designed B

y:

Date:

Job No.:

FOR AND ON BEHALF OF

SM ROCHA, LLC

Checked B

y:

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OF

COLORADO

By

Date

Description of R

evisions

No.

03/16/2017

16-08587

E. 1

28

th

A

ve

nu

e a

nd

Qu

eb

ec S

tre

et

Thornton, C

olorado

TR

AF

FIC

S

IG

NA

L P

LA

N

CM

/B

WM

R/F

L

SM

R

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65' ARM (EXISTING)
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65' ARM (EXISTING)
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65' ARM (EXISTING)
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60' ARM (EXISTING)
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1
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ONLY
dalston
Callout
See earlier comment regarding George Stanley.
dalston
Callout
Existing configuration cannot remain. E/W crossing equipment must be removed.
dalston
Callout
It will not be possible to run new conduit into the existing signal pole. Enlarge existing pull box on this corner. Then do new conduit run from enlarged box to new ped pole.
dalston
Callout
This conduit run should go from the enlarged pull box on the southwest corner to the enlarged pull box on the southeast corner of the intersection, not to the pull box for the new southeast corner ped pole.
dalston
Callout
It will not be possible to run new conduit into the existing signal pole. Enlarge existing pull box on this corner. Then do new conduit run from enlarged box to new ped pole.
dalston
Callout
This conduit runs should run from home run pull box to the enlarged pull box (24"x36"x24" typical) on the southwest corner. A conduit run should then be installed on the southwest corner from the enlarged pull box to the new ped pole.
dalston
Callout
This conduit run should run from enlarged pull box on southeast corner to the new ped pole.
dalston
Callout
Is curb and gutter being installed on this corner? If yes, ramps must be installed for access to the pedestrian signal equipment. If no, asphalt landings must be installed for access tot he pedestrian signal equipment.
dalston
Callout
Pole and pull box must be a minimum of 4 feet back from edge of asphalt or back of curb.
dalston
Text Box
More review will be needed after revisions have been made.
Page 3: POND D Details - City of Thornton · existing signal head to remain (turned down) relocated signal head (turned down) street name sign luminaire 16" r3-5l 30"x36" 12" 12" 12"r y g
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5/16" NUT/BOLT
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W/ 1-1/2" WASHER
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1-3/4" x 1-3/4"
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7' MIN TO GROUND *
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NOTE: IF MOUNTED ON STREET LIGHT POLE, USE TWO (2) 1/2" BAND-IT STRAPS
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SEE DETAIL 700-11
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FOR POST ANCHOR
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RIVET
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5/16" NUT/BOLT
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W/ 1-1/2" WASHER
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CROSS STREET
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POWDER COATED
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MOCHA BROWN
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Street Name
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Street
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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* 7' 6" IF ADJACENT TO PARKING STALL
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NOTE: ALL TUBINGS ARE #12 U.S. STD. GAUGE WALL THICKNESS.
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SIGN POST INSTALLATION SHALL FOLLOW THE MANUFACTURER'S
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INSTRUCTIONS AND THESE SPECIFICATIONS:
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1. THE SIGN POST ANCHOR SHALL BE DRIVEN INTO THE GROUND TO
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1" ABOVE THE GROUND. SIDEWALK SHALL BE POURED AROUND
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SIGN POST ANCHOR OR EXISTING SIDEWALK SHALL BE CORE
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DRILLED AND SEALED AROUND THE POST ANCHOR.
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2. INSERT SIGN POST INTO ANCHOR ASSEMBLY 6 INCHES AND
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INSTALL WEDGE.
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3. INSTALLED SIGN AND POST SHALL BE PLUMB AND FREE OF
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VERTICAL AND LATERAL MOVEMENT.
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24"
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1-3/4"x 1-3/4"
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STEEL TUBE
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POWDER COATED
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MOCHA BROWN
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1"
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1/2"
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10"
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VLOC (STEEL)
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12 GAUGE 0.105 IN.
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3/8"
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(STEEL)
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WEDGE
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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700-11
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APRIL 2010
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FEBRUARY 2003
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SIGN POST ANCHOR DETAIL
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700-12
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AUG 2012
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FEBRUARY 2003
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SIGN ASSEMBLY DETAIL
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D
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C
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B
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A
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5
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4
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3
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2
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1
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35942
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* YIELD SIGN ON SPLITTER ISLAND IS
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TYPICAL SIGNAGE AND
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YIELD
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CENTRAL
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SPLITTER ISLAND
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(TYPICAL)
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OPTIONAL FOR ONE LANE APPROACHES AND
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PAVEMENT MARKINGS
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AT PEDESTRIAN CROSSWALK
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(SEE DETAIL 700-15C FOR
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PAVEMENT MARKING DETAILS)
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*
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*
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*
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*
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YIELD
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YIELD
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YIELD
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STREET LIGHT
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(TYPICAL)
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ONLY IF SPLITTER ISLAND IS RAISED.
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STREET NAME SIGNS SHALL BE ON TOP OF THE SHOULDER YIELD SIGN
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ALL SIGNS AND STRIPING SHALL BE PER THE M.U.T.C.D.
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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700-15A
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AUG 2012
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FEBRUARY 2005
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TRAFFIC CIRCLE SIGN AND PAVEMENT MARKING STANDARDS WITH STREET LIGHT PLACEMENT
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**ROUNDABOUT CHEVRON SIGN
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(R6-4 TYPICAL)
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**
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**
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**
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**
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ISLAND
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W2-6
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W2-6
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%%UTYPICAL LAYOUT
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PHOTO ELECTRIC CELL
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8'
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Washington
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St
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700 E
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Was
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10" (TYP.)
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1-1/4"
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(TYP.)
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10" (TYP.)
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14" (TYP.)
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1-1/2" RADIUS
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(TYP.)
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TEXT SIZE FOR STREET NAME TO AS LARGE AS POSSIBLE AND AND STILL MAINTAIN A +/- 1" BORDER AROUND SIGN.
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COLORS: LOGO = PANTONE 300 INTENSE BLUE LOGO BACKGROUND = WHITE SIGN FIELD = PANTONE 3435c EMERALD GREEN STREET NAME LETTERING = WHITE HOUSING COLOR = PER DRAWING NO. 700-5
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SP5559
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PELCO BRACKET
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OR APPROVED
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EQUAL
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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700-10
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APRIL 2010
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FEBRUARY 2003
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TYPICAL ILLUMINATED STREET SIGN INSTALLATION
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G
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Y
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R
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3
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3'-6" (TYP.)
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8' (TYP.)
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10'
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* PEDESTRIAN PUSH BUTTON (TYPICAL)
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(PUSH BUTTON AND SIGN TO
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BE ORIENTED AS DIRECTED
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BY THE TRAFFIC ENGINEER)
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SEE DETAIL
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15' (NOT INCLUDING CAP)
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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700-2
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APRIL 2010
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FEBRUARY 2003
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TYPICAL PEDESTRIAN POLE INSTALLATION
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10' (NOT INCLUDING CAP)
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700-4
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*
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3
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SEE DETAIL
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700-4
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SEE DETAIL
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700-4
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ALL INSTALLATIONS TO BE PROPERLY GROUNDED.
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SHALL BE 3" DIA.
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1-1/2" CLEARANCE FOR HOOPS
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MINIMUM OVERLAP 12"
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TEMPLATE PRINT (FURNISHED WITH ORDER)
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WITH POLE) PER MANUFACTURER'S
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INSTALL ANCHOR BOLTS (FURNISHED
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8
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6
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7
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5
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CONDUIT STUB FROM
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PULL BOX TO POLE
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UNDER ROADWAY)
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DEPTH, 30" MIN. DEPTH
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RIGID CONDUIT (24" MIN.
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FOUNDATION
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GROUT OVER ROUGH
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4" - 7" MIN. NON-SHRINKABLE
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SQUARE NUTS
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HEX NUTS
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4
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3
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1
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2
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FOOTING NOTES
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7
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5
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ANCHOR BOLTS
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AT 6"%%PAROUND
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2-#4 STIRRUPS
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4
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6
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8#4 VERTICALS
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7 #3 HOOPS
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AT 6"%%P
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2
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1
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3
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8
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1'-6"
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3"
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4'-0"
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1'-6"
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CAISSON DESIGNS REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY DESIGNS REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY DESIGNS REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY COMPACT SAND, CLAY, OR SANDY CLAY. IF BY COMPACT SAND, CLAY, OR SANDY CLAY. IF BY SAND, CLAY, OR SANDY CLAY. IF BY SAND, CLAY, OR SANDY CLAY. IF BY CLAY, OR SANDY CLAY. IF BY CLAY, OR SANDY CLAY. IF BY OR SANDY CLAY. IF BY OR SANDY CLAY. IF BY SANDY CLAY. IF BY SANDY CLAY. IF BY CLAY. IF BY CLAY. IF BY IF BY IF BY BY BY VISUAL INSPECTION OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS INSPECTION OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS INSPECTION OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS THE CAISSON DESIGN SHALL BE MODIFIED AS THE CAISSON DESIGN SHALL BE MODIFIED AS CAISSON DESIGN SHALL BE MODIFIED AS CAISSON DESIGN SHALL BE MODIFIED AS DESIGN SHALL BE MODIFIED AS DESIGN SHALL BE MODIFIED AS SHALL BE MODIFIED AS SHALL BE MODIFIED AS BE MODIFIED AS BE MODIFIED AS MODIFIED AS MODIFIED AS AS AS DETERMINED BY THE RESPONSIBLE PARTY'S ENGINEER.
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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700-4
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APRIL 2010
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FEBRUARY 2003
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TYPICAL PEDESTRIAN POLE FOOTING INSTALLATION
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ANCHOR BOLTS
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AT 6"%%PAROUND
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2-#4 STIRRUPS
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6
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9-#8 VERTICALS
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7
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5
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4
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8
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9
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3'-0"
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3"
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7"
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2
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1
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3
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INSTALL ANCHOR BOLTS (FURNISHED
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WITH POLE) PER MANUFACTURER'S
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TEMPLATE PRINT (FURNISHED WITH ORDER)
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15 - #4 HOOPS AT +/- 12" FOR 15' FTG.
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USE 15' FOOTING FOR POLES WITH
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MAST ARMS 45' IN LENGTH OR LONGER.
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ALL INSTALLATIONS TO BE PROPERLY GROUNDED.
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MINIMUM OVERLAP 12"
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1-1/2" CLEARANCE FOR HOOPS
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10
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8
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9
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7
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6
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5
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SHALL BE 3" DIA.
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SQUARE NUTS
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FOUNDATION
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CONDUIT STUB FROM
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PULL BOX TO POLE
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UNDER ROADWAY)
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DEPTH, 30" MIN. DEPTH
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RIGID CONDUIT (24" MIN.
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GROUT OVER ROUGH
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4"-7" MIN. NON-SHRINKABLE
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FOOTING NOTES
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4
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3
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HEX NUTS
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2
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1
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10
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3'-0"
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12 - #4 HOOPS AT +/- 12" FOR 12' FTG.
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USE 12' FOOTING FOR POLES WITH
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MAST ARMS LESS THAN 45' IN LENGTH.
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CAISSON DESIGNS REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY DESIGNS REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY DESIGNS REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY REQUIRE THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THAT THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY THE CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY CAISSON BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY BE FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY FOUNDED IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY IN COMPACT SAND, CLAY, OR SANDY CLAY. IF BY COMPACT SAND, CLAY, OR SANDY CLAY. IF BY COMPACT SAND, CLAY, OR SANDY CLAY. IF BY SAND, CLAY, OR SANDY CLAY. IF BY SAND, CLAY, OR SANDY CLAY. IF BY CLAY, OR SANDY CLAY. IF BY CLAY, OR SANDY CLAY. IF BY OR SANDY CLAY. IF BY OR SANDY CLAY. IF BY SANDY CLAY. IF BY SANDY CLAY. IF BY CLAY. IF BY CLAY. IF BY IF BY IF BY BY BY VISUAL INSPECTION OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS INSPECTION OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS INSPECTION OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OF THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS THE HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS HOLE OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS OTHER MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS MATERIAL IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS IS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS PRESENT, THE CAISSON DESIGN SHALL BE MODIFIED AS THE CAISSON DESIGN SHALL BE MODIFIED AS THE CAISSON DESIGN SHALL BE MODIFIED AS CAISSON DESIGN SHALL BE MODIFIED AS CAISSON DESIGN SHALL BE MODIFIED AS DESIGN SHALL BE MODIFIED AS DESIGN SHALL BE MODIFIED AS SHALL BE MODIFIED AS SHALL BE MODIFIED AS BE MODIFIED AS BE MODIFIED AS MODIFIED AS MODIFIED AS AS AS DETERMINED BY THE RESPONSIBLE PARTY'S ENGINEER.
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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700-3
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APRIL 2010
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FEBRUARY 2003
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TYPICAL TRAFFIC SIGNAL POLE FOOTING INSTALLATION
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OPTICOM SENSOR
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15' MIN.
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19' MAX.
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HEIGHT VARIES
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3'-6"
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PEDESTRIAN PUSH BUTTON SIGN
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PEDESTRIAN PUSH BUTTON
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SEE BASE DETAIL
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%%UTYPICAL SIGNAL SIDE POLE
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POLE PLATE
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4'
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MIN.
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10'
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8'
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1/2" STAINLESS
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STEEL STRAPS
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PLACEMENT
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PLACEMENT DETERMINED
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BY CITY IN FIELD
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VIDEO DETECTOR:
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LENGTH VARIES 25'-65'
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LUMINAIRE LIGHT, HOUSING, BULB, ETC., TO BE INSTALLED BY XCEL OR UNITED POWER
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LUMINAIRE EXTENSION, ARM & WIRING TO BE INSTALLED BY CONTRACTOR
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15'
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1'-6"
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CENTERED
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IN LANE
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Washington
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ST.
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700 E.
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UNTIL FIVE (5) DAYS OR LESS PRIOR TO ACTIVATION
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MAST ARMS & SIGNAL FACES SHALL NOT BE INSTALLED
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UNLESS APPROVED BY THE TRAFFIC ENGINEER.
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2'
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MIN.
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2'
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MIN.
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14'
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REQUIRED FOR
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ANTENNA (IF
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COMMUNICATION)
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PLACEMENT
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DETERMINED BY
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CITY IN FIELD
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BY CITY IN FIELD
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DETERMINED
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USE 72" PELCO TYPE BRACKET
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ON MAST ARM
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IF NO LUMINAIRE EXTENSION:
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NO. 700-3
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CENTERED
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ON LANE
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LINE
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ISSUED:
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REVISED:
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DRAWING NO.
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CITY OF THORNTON, COLORADO
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STANDARDS & SPECIFICATIONS
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N.T.S.
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700-1
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APRIL 2010
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FEBRUARY 2003
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TYPICAL SIGNAL INSTALLATION
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Include COT and project specific signal and related details with signal plans