-span wire general notes- - codot

LUMINAIRE LOCATIONS AND ORIENTATION ANGLES.8.

CAISSON PAY LENGTH.7.

POLE HEIGHT AT EACH CORNER.6.

LANE LINE LOCATIONS UNDER SPAN WIRES. 5.

SPAN WIRE AND TETHER CABLE SIZES.4.

TRAFFIC SIGN AND SIGNAL SIZE AND LOCATIONS ALONG EACH SPAN WIRE.3.

LENGTH OF SPAN WIRE BETWEEN EACH SET OF STRAIN POLES.2.

STRAIN POLE SIZES AND LOCATIONS (INTERSECTION, X & Y COORDINATES).1.

DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHARTS (2 OF 2)13.

DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHARTS (1 OF 2)12.

DOUBLE SPAN STRAIN POLE SELECTION CHARTS (4 OF 4)11.




SINGLE SPAN SELECTION CHARTS7.

EXAMPLES6.

FOUNDATION DETAILS 5.

SPAN WIRE DETAILS (3 OF 3)4.



SPAN WIRE GENERAL NOTES1.

GENERAL NOTES:-SPAN WIRE GENERAL NOTES-

NPS = NOMINAL PIPE SIZE

O.D. = OUTSIDE DIAMETER

I.D. = INSIDE DIAMETER

DEFINITIONS:9.

WITH SUBSECTION 105.02 OF THE STANDARD SPECIFICATIONS.

ACCORDANCE IN REVIEW FOR ENGINEER THE TO SUBMITTED BE SHALL DRAWINGS WORKING 8.

APPLICABLE ELECTRICAL CODES.

WITH ACCORDANCE IN GROUNDED BE SHALL SIGNALS THE TO CONNECTIONS ELECTRICAL ALL 7.

UNDERCUT SHALL BE 0.01 INCHES.

WELD MAXIMUM ABOVE. SPECIFIED AS INSPECTED BE SHALL WELDS GROOVE PENETRATION

FULL AND WELDS GROOVE CIRCUMFERENTIAL PENETRATION FULL OF INCHES 6 WITHIN

WELDS LONGITUDINAL ALL D1.1. ANSI/AWS OF 6.1 TABLE IN STATED IS CRITERIA ACCEPTANCE

THE SPECIFICATIONS. STANDARD THE OF (D) 509.18 SUBSECTION WITH ACCORDANCE

IN METHOD PARTICLE MAGNETIC ENHANCED THE USING TESTED NON-DESTRUCTIVELY BE SHALL

WELDS CIRCUMFERENTIAL ALL GALVANIZED. IS MATERIAL ANY BEFORE COMPLETE BE SHALL

TESTING REQUIRED AND WELDING ALL METAL. BRIGHT TO GROUND BE SHALL WELDED BE

TO AREAS ALL D1.1. ANSI/AWS OF REQUIREMENTS THE TO CONFORM SHALL STEEL OF WELDING 6.

SPAN WIRE AND TETHER CABLES.

INSTALLING TO PRIOR STRENGTH REQUIRED THE OF 80% REACH SHALL CONCRETE CAISSON 5.

THE USE OF A CASING.

WITHOUT PERIOD CURING DAY THREE A AFTER REDRILLED AND FLOW-FILL WITH BACKFILLED

BE SHALL HOLES CAVING OR WET EARTH. UNDISTURBED AGAINST PLACED BE SHALL CAISSONS 4.

STANDARD SPECIFICATIONS AS CALLED FOR ON THE ROADWAY PLANS.

THE OF 509.24 SECTION THE WITH ACCORDANCE IN GALVANIZED HOT-DIP BE SHALL POLES 3.

ORIENT SPAN WIRE HOLES ON A STRAIGHT LINE BETWEEN POLES WITHOUT KINKS.2.

13 PRIOR TO DRILLING HOLES FOR TETHER AND SPAN WIRE EYEBOLTS.

OF 2 SHEET ON SHOWN AS REQUIREMENTS CLEARANCE CDOT THE MEETS SURFACE ROADWAY

THE ABOVE SIGNALS THE OF HEIGHT THE THAT VERIFY FIELD SHALL CONTRACTOR THE 1.

R-2

CommentsDate:

R-1

Computer File Information Sheet Revisions

Not to ScaleCAD Ver.:

Full Path:

Scale: Units: EnglishMicroStation V8

www.codot.gov/library/traffic/traffic-standards/2012-s-standard-plans

STANDARD PLAN NO.

S-614-41

Issued By: Safety & Traffic Engineering Branch July 4, 2012

Creation Date: 07-01-11

Last Modification Date: 07-11-18

Initials: LEC

Initials: SNH

Drawing File Name: S-614-41 (1 of 13).dgn

Sheet No. 1 of 13

SIGNALS

TEMPORARY SPAN WIRE

DESIGN DATA

MATERIAL DATA

SINGLE SPAN DOUBLE SPAN

ROADWAY TRAFFIC SIGNAL PLANS SHALL SHOW:

AN IMPORTANCE FACTOR OF 0.71 WAS USED IN THE DESIGN.

A DESIGN WIND VELOCITY OF 110 MPH WAS USED IN THE DESIGN.

SIGNALS, FOURTH EDITION, 2001 WITH CURRENT INTERIMS (2006).

TRAFFIC AND LUMINAIRES, SIGNS HIGHWAY FOR SUPPORTS STRUCTURAL FOR SPECIFICATIONS

STANDARD AASHTO THE WITH ACCORDANCE IN DESIGNED BEEN HAVE STRUCTURES WIRE SPAN

(E) FIRM BEDROCK IS ENCOUNTERED.

(D) THE FOUNDATION SOILS ARE NOT HOMOGENOUS.

(C) THE SITE WON'T SUPPORT THE WEIGHT OF THE DRILLING RIG.

(B)THE SOIL HAS A HIGH ORGANIC CONTENT OR CONSISTS OF SATURATED SILT AND CLAY.

(A) STRAIN POLES WILL NOT BE INSTALLED WITHIN THE ROADWAY PRISM.

DRILLING:

DURING ENCOUNTERED ARE CONDITIONS SOIL FOLLOWING THE OF ANY IF ENGINEER THE CONTACT

S.F.= 2.0 FOR FLEXURAL RESISTANCE (OVERTURNING)

SOIL ß ANGLE= 30 DEG. FOR MEDIUM DENSE COHESIONLESS SOIL

SOIL COHESION= 750 LB./SQ.FT

SOIL DENSITY= 110 LB./CU.FT

THE FOLLOWING SOIL PARAMETERS:

WITH PRISM ROADWAY THE WITHIN INSTALLED ARE SIGNALS THAT ASSUME HEREIN DESIGNS THE

SPAN WIRE LOADING IS BASED ON THE SIGN AND SIGNAL LOCATIONS SHOWN ON SHEET 2.

SEE NOTE 6

SEE NOTE 5

SEE NOTE 4

GRADE 36 OR 50

SEE NOTE 3

SEE NOTE 2

SEE NOTE 1

NOTES

INDEX

CAISSON CONCRETE

POLES

POLES, BARS AND PLATES

HARDNED WASHERS

NUTS

BARS, PLATES AND CURVED WASHERS

EYEBOLTS

STRAIN POLE

SPAN AND TETHER WIRES

ELEMENT

CDOT

VARIOUS

VARIOUS

F436

A563/M-291

A709/M-270

A307

VARIOUS

A475

(ASTM/AASHTO; CDOT)

STANDARDS

CONCRETE IN ACCORDANCE WITH SECTION 503 OF THE STANDARD SPECIFICATIONS.

CAISSONS SHALL BE CONSTRUCTED WITH AIR ENTRAINED (5 TO 8%) CLASS BZ 6.

AS PER THE H FREQUENCY TEST REQUIREMENTS IN AASHTO T243 (ASTM A673).

GRADES 42, 55 AND 65 STEEL SHALL HAVE A MINIMUM VALUE OF 15 FT-LBS AT 40°F

80204 AS SOON AS THEY BECOME AVAILABLE. CVN TEST RESULTS FOR ASTM A572

BE SUBMITTED TO CDOT STAFF BRIDGE, 2829 W. HOWARD PL., DENVER COLORADO

WELD INSPECTION REPORTS AND ENHANCED MAGNETIC PARTICLE TEST REPORTS SHALL

CERTIFIED MILL TEST REPORTS INCLUDING CHARPY V-NOTCH (CVN) TEST RESULTS, 5.

ARE SPECIFIED IN ASTM A500, A501, 595 OR A6, AS APPLICABLE.

POLES, BARS AND PLATES SHALL COMPLY WITH THE DIMENSIONAL TOLERANCES THAT 4.

SPAN WIRE EYEBOLTS SHALL BE 1"ß. TETHER WIRE EYEBOLTS SHALL BE ƒ"ß.3.

SPECIFICATIONS OF ASTM A53 GRADE B, A500 GRADE B, OR A106 GRADE B.

STRAIN POLE SHALL BE WELDED OR SEAMLESS STEEL PIPE CONFORMING TO THE 2.

STEEL WIRE, UTILITIES GRADE OR BETTER.

GRADE OR BETTER. TETHER WIRE SHALL BE …" ß, SEVEN WIRE STRAND, ZINC-COATED

SPAN WIRE SHALL BE SEVEN WIRE STRAND, ZINC-COATED STEEL WIRE, UTILITIES 1.

NOTES:

NUMBER IDENTIFICATION

SECTION LETTER OR DETAIL

AND LEADER LINE FOR DETAIL

ARROW HEAD FOR SECTION CUT

SXX

(IF BLANK, REFERENCE IS TO SAME SHEET)

CROSS REFERENCE DRAWING NUBER

11-14-14 REMOVED PEDESTAL POLE DETAILS ON

SHEET 1 AND ADDED SHEETS 2 TO 13

7-11-18 ADDED MATERIAL STANDARDS

KCM/RLOSafety & Traffic Engineering Branch

Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543

Denver, Colorado 80204

Colorado Department of Transportation

WALK SIGNAL

WAIT FOR

PUSH BUTTON

STREET

TO CROSS

SP

AN

WIR

E

SA

G

TE

TH

ER

WIR

E

SA

G

1'-

0"

6"

MIN.

6"

3'-0"

MIN.

3"

MIN.

6"

10'-0"

5'-0"

5'-0"

5'-0"

5'-0"

10'-0"

3'-0"

7'-0"

5'-0"

10'-0"

10'-0"

5'-0"

"H" + (S

PA

N

LE

NG

TH / 50)

("

H" + 3.5') + (S

PA

N

LE

NG

TH / 20)

PO

LE

HEIG

HT

EX

TE

NSIO

N

PO

LE

3'-

6" T

O 4'-

0"

2'-

6"

MA

X.

2'-

0"

MIN.

6'-

0"

MIN.

TO 12'-

0"

MA

X.

MIN.

6"

2'-

0"

MIN.

7'-

0" T

O 10'-

0"

10'-

0" T

O 15'-

0"

"H"

MIN.

3'-

6"

2

AT FINISHED GRADE

TOP OF CAISSON15

1

3

ELEVATION

7

14

16

10

12

6

13

STRAIN POLE (TYP.)

( Ò EYEBOLT TO Ò EYEBOLT )

SPAN LENGTH

TETHER WIRE

SPAN WIRE

SAG (TETHER WIRE) = 2% X SPAN LENGTH

SAG (SPAN WIRE) = 5% X SPAN LENGTH

1

2

3

4

6

7

8

9

10

11

12

13

14

5

15

16 FOUNDATION

LOWER CONTROL CABLE PENETRATION

PULL BOX

OPTIONAL STRUCTURAL WELDED SPLICE LOCATION.

LUMINAIRE ARM, SEE LUMINAIRE ARM NOTES ON SHEET 4 OF 13.

REMOVABLE RAINTIGHT CAP.

OPTIONAL WELDED SPLICE LOCATION FOR POLE EXTENSION.

4" ß WEATHERHEAD 1 PER POLE AT UPPER CONTROL CABLE PENETRATION.

1„" ß HOLE FOR 1" ß SPAN WIRE EYEBOLT CONNECTION ON SECONDARY SPAN.

1„" ß HOLE FOR 1" ß SPAN WIRE EYEBOLT.

‡" ß HOLE FOR ƒ" ß TETHER CABLE EYEBOLT CONNECTION ON SECONDARY SPAN.

‡" ß HOLE FOR ƒ" ß TETHER CABLE EYEBOLT.

•" ß HOLE FOR POLE MOUNTED TRAFFIC SIGNAL(S). SEE ROADWAY TRAFFIC SIGNAL PLAN FOR LOCATIONS.

•" ß HOLE FOR PEDESTRIAN SIGNAL. SEE ROADWAY TRAFFIC SIGNAL PLAN FOR LOCATIONS.

ƒ" ß HOLE(S) FOR PEDESTRIAN PUSH BUTTONS. SEE ROADWAY TRAFFIC SIGNAL PLAN FOR LOCATIONS.

HANDHOLE.

SAG DIAGRAM

4

5

CONTROL CABLE

SPAN WIRE

GALVANIZED CABLE RING

Ò EYEBOLT

TETHER WIRE

8

11

9

CRUSHED ROCK

(TYP.)

TRAFFIC SIGNS

ON LANES (TYP.)

CENTER SIGNAL HEADS

SPAN LENGTH (FT.)

(Ò EYEBOLT TO Ò EYEBOLT)

LEGEND

WALK SIGNAL

WAIT FOR

PUSH BUTTON

STREET

TO CROSS

WALK SIGNAL

WAIT FOR

PUSH BUTTON

STREET

TO CROSS

WALK SIGNAL

WAIT FOR

PUSH BUTTON

STREET

TO CROSS

WALK SIGNAL

WAIT FOR

PUSH BUTTON

STREET

TO CROSS

-SPAN WIRE DETAILS (1 OF 3)-

CommentsDate:

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Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 2 of 13

SIGNALS

TEMPORARY SPAN WIRE


A = 7 SQ. FT.

P = 28 LB

A = 15 SQ. FT.

P = 60 LB

A = 8.67 SQ. FT.

P = 48 LB

A = 8.67 SQ. FT.

P = 48 LB

A = 14 SQ. FT.

P = 63 LB

A = 8.67 SQ. FT.

P = 48 LB

A = 8.67 SQ. FT.

P = 48 LB

A = 7 SQ. FT.

P = 28 LB

A = 7 SQ. FT.

P = 28 LB

17'-

0"

MIN.

TO 19'-

0"

MA

X.)

POIN

T

ON

TH

E

RIDIN

G

SU

RF

AC

E

USIN

G

(L

OW

ES

T

POIN

T

OF

TE

TH

ER

WIR

E

TO

HIG

HE

ST


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



1" MIN. TO 2" MAX.

6"

6"

1" MIN. TO 2" MAX.

ANGLE "Þ" / 2

AN

GLE "Þ" / 2

"Þ"

6"

6"

1" MIN. TO 2" MAX.

8"

TY

P.

•"

1'-

0"

TY

P.

ƒ"

8•"

5•"

9"

1'-

0"

TY

P.

ƒ"

4•"

TYP.

•"

8•"

SPAN WIRE

SECONDARY

SPAN WIRE

HOLE (TYP.)

WASHER WITH 1„" ß

3" X 3" X •" CURVED

‡" ß HOLE (TYP.)

CURVED WASHER WITH

3" X 3" X •"

STRUCTURAL WELDED SPLICE

NOTES:

COATING GRADE 75.

PROVIDE A MINIMUM COATING THICKNESS OF 3.0 MILLS IN ACCORDANCE WITH TABLE 2 FOR

SOLDER AS PER ASTM A780 ANNEX A1 OR SPRAYED ZINC METALLIZING AS PER ANNEX A3 TO

1. OPTIONAL FIELD WELD: REPAIR DAMAGED HOT-DIP GALVANIZING WITH ZINC-BASED ALLOY

SPAN WIRE ORIENTATION

Ò HANDHOLE

WIR

E

SP

AN

PRIM

AR

Y

STRAIN POLE

HANDHOLE

(EYEBOLTS AND WASHERS NOT SHOWN FOR CLARITY)

TETHER WIRE CONNECTION TO STRAIN POLE

STRAIN POLE WITH LUMINAIRE ARM EXTENSION

CABLE STRANDVISE

CONTROL CABLE

FOR SECONDARY SPAN WIRE

NUTS AND CURVED WASHERS

EYEBOLT, HEX AND JAM

HEX NUT

JAM NUT

CABLE STRANDVISE

TETHER WIRE

CURVED WASHER

HEX NUT

JAM NUT

SPAN WIRE CONNECTION TO STRAIN POLE

CURVED WASHER

3" X 3" X •"

„" THICK COVER PLATE ‚" THICK RING PLATE

HANDHOLE DETAILS


1" ß EYEBOLT

ƒ" ß EYEBOLT

(BEND TO FIT RING PLATE CURVATURE) (BEND TO FIT POLE CURVATURE)

CommentsDate:

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Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 3 of 13

SIGNALS

TEMPORARY SPAN WIRE


BACKING RING

1‚" X ‚"

SEE NOTE 1

SEE NOTE 1

(TOT. 3 MIN.)

SET SCREWS

REMOVABLE RAINTIGHT POLE CAP

CABLE STRANDVISE

SPAN WIRE

CONTROL CABLE

SECONDARY SPAN WIRE

AND CURVED WASHERS FOR

EYEBOLT, HEX AND JAM NUTS

HEX NUT

JAM NUT

STRAIN POLE WITHOUT LUMINAIRE ARM EXTENSION

CURVED WASHER

3" X 3" X •"

1" ß EYEBOLT

FOR LUMINAIRE ARM

OPTIONAL EXTENSION

WITH 1„" ß HOLE (TYP.)

3" X 3" X •" CURVED WASHER

‚

‚

PIPE WALL

TYP.

CURVATURE

BEND TO FIT POLE

‚" RING PLATE,

CABLE RING

GALVANIZED

CABLE RING

GALVANIZED

POST

TOTAL 2

‚" ß CAP SCREW,

‚" RING PLATE

„" COVER PLATE

Ò HANDHOLE = Ò PIPE

BOLT, TYP.

COVER PLATE

FOR ‚" ß

Š" ß HOLE

Ò HANDHOLE / PIPE

Ò HANDHOLE / PIPE Ò HANDHOLE / PIPE

(TYP.)

1‡" RADIUS

(TYP.)

1…" RADIUS

(TYP.)

3…" RADIUS

COVER PLATE BOLTS (TYP.)

THREADED HOLES FOR ‚" ß EDGES TO „" RADIUS

GRIND INSIDE/OUTSIDE EXPOSED

HANDHOLE IN POLE WALL -


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



PRIOR TO WELDING, TYP.

PLATE AFTER BENDING AND

BOLTS, TAP THREADS IN RING

HOLES FOR ‚" ß COVER PLATE

2'-0" HORIZONTAL SECTION

2'-

0"

4…" (TYP.)

•" (TYP.)

1" (T

YP.)

1" (TYP.)

†"

8•

"

‡"

1„"

4‚

"

10"

8"

6ƒ"

8ƒ"

‚" (typ.)

MIN.

0'-

6"

3"

1'-

0"

(SEE LUMINAIRE ARM NOTES BELOW)

10'-0" OR 15'-0" NOMINAL

1'-

0"

CABLE RING

GALVANIZED

LUMINAIRE ARM

SPAN WIRE

LUMINAIRE ARM

13.7° FOR 15'-0"

LUMINAIRE ARM

18.2° FOR 10'-0"

‰

0.1793

‰

‰

(BOTTOM PLATE SHOWN; TOP PLATE SIMILAR)

OPTIONAL WELDED SPLICE

A

SECTIONSECTION

B

SECTIONSECTION

1

C

SECTIONSECTION

‰

1

DETAIL

B

A

A

B

C

C

LUMINAIRE ARM

LU

MIN

AIR

E

AR

M

R 4

0'-

0" F

OR 15'-

0"

LU

MIN

AIR

E

AR

M

R 12'-

0" F

OR 10'-

0"

‰

ARMS LENGTHS

FOR BOTH LUMINAIRE

= 2.796". TYPICAL

TAPERED SECTION

TIP DIAMETER OF

END OF GUSSET PLATE

POINT OF TANGENCY AT

STRAIN POLE

GUSSET PLATE

Ò 2"ß ACCESS HOLE

TOP PLATE

Ò 2"ß ACCESS HOLE

GUSSET PLATE

BOTTOM PLATE

POLE SIMPLEX PLATE

STRAIN POLEPLATE

POLE SIMPLEX

PLATE

ARM SIMPLEX

2"ß ACCESS HOLE

AND ACCESS HOLE

Ò LUMINAIRE ARM,

POLE CAP

REMOVABLE RAINTIGHT

GUSSET PLATES

‚" THICK

AND BOTTOM PLATES

‚" THICK TOP

WITH 8" PROJECTION

PIPE 2" STD. X 10"

STRAIN POLE

BOLT HOLES.

STOP ALL WELDS •" SHORT OF PLATE EDGES AND

TO SECONDARY SPAN

EYEBOLT CONNECTING


1" ß EYEBOLT

LUMINAIRE ARM NOTES

BOTTOM PLATE

POLE SIMPLEX PLATES

ACCESS HOLE AND

Ò LUMINAIRE ARM,

SIMPLEX PLATE

TAP HOLES IN POLE

SIMPLEX PLATE (TOTAL 3).

‡"ß HOLE IN ARM

ƒ"ß H.S. BOLT THROUGH

CABLE

Ò CONTROL

CABLE STRAND VICE

WEATHERHEAD

4" CLAMP-ON

WIRES ARE PULLED

TO PREVENT WIRE DAMAGE WHEN

GRIND TO ROUND INSIDE EDGES

(6" CENTERLINE RADIUS)

4" O.D. PIPE, 90° ELBOW

UPPER CONTROL CABLE PENETRATION DETAIL

CommentsDate:

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Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 4 of 13

SIGNALS

TEMPORARY SPAN WIRE

HEIG

HT - S

EE

NO

TE 3

30'-

0"

OR 4

0'-

0"

NO

MIN

AL

MO

UN

TIN

G

3.

2.

1.

LUMINAIRE.

PERMISSIBLE MAST ARM RISE OF 2'-0" FROM TOP OF POLE TO CENTER OF

SHALL BE AT SUFFICIENT LENGTH TO OBTAIN MOUNTING HEIGHT, WITH MAX.

OR GUTER FLOW LINE TO THE CENTER OF THE LUMINAIRE. POLE ASSEMBLY

THE 30'-0" OR 40'-0" HEIGHT IS MEASURED FROM THE EDGE OF SHOULDER

LINEAR TAPER = 0.14 IN./FT.; DIAMETER AT ARM SIMPLEX PLATE = 4.679".

15'-0" LUMINAIRE ARM SHAFT: WALL THICKNESS = 0.1793";

LINEAR TAPER = 0.14 IN./FT.; DIAMETER AT ARM SIMPLEX PLATE = 4.066"

10'-0" LUMINAIRE ARM SHAFT: WALL THICKNESS = 0.1793";


LUMINAIRE ARM

REMOVABLE RAINTIGHT POLE CAP


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



3'-0"

CAIS

SO

N

DE

PT

H

FR

OM

TA

BL

E

+ 6"

PA

Y

LE

NG

TH

FO

R 503 -

DRIL

LE

D

CAIS

SO

N:

CR

US

HE

D

RO

CK

3"

MIN.

TOP OF CAISSONSTUB FROM PULL BOX INTO POLE

4" ß SCH. 80 PVC CONDUIT

6" MIN.

ƒ" RIVER ROCK

6" THICK MAT OF

STRAIN POLE

FIN PLATE

1'-

0"

1"

"H"

TYP.3"

1"

TYP.

•"

•"

1'-

0"

3'-

0"

TYP.

4"

FINISHED GRADE

TOP OF CAISSON

Ò STRAIN POLE / CAISSON

3'-0" ß CAISSON

PLATES (TYP.)

SHOE AND FIN

PLATE (TOT. 3)

‚" THICK SHOE

Ò STRAIN POLE / CAISSON

PLATE (TOT. 3)

‚" THICK FIN

STRAIN POLE

CAISSON CONCRETE

2'-

2"

6"

CAIS

SO

N

DE

PT

H (S

EE

TA

BL

E)

14 x 0.500

16 x 0.500

18 x 0.500

20 x 0.500

24 x 0.500

CAISSON DETAILS

12.75 x 0.500

SOIL (FT.)

COHESIVE

SOIL (FT.)

COHESIONLESS

14.5

15.5

17.5

18.5

20.5

22.5

23.5

12.5

12.5

13.5

14.5

14.5

15.5

16.524 x 0.688

(IN. X IN.)

POLE SIZES

STRAIN CAISSON DEPTHS

(‚" THICK)

(IN.)

"H"

1

(‚" THICK)

10ƒ

10„

9„

8„

7„

5„

5„

- SEE DETAIL

BEARING PLATE

AND PULL BOX NOT SHOWN FOR CLARITY)

(OPTIONAL CENTRALIZER WITH SHOE AND FIN PLATES,

SHOE PLATE

30°(TYP.)

‰"TYP.

Ò STRAIN POLE

‰"

4"

BEARING PLATE

BEARING PLATE

‰"

CONDUIT

4" ß SCH. 80 PVC

WITH 3" THREAD)

NIPPLE, 4" EXTENSION

PENETRATION (4" ß

LOWER CONTROL CABLE

COUPLER

PULL BOX

-FOUNDATION DETAILS-

‰"TYP.

A A

ASECTION

DETAIL1

CommentsDate:

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Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 5 of 13

SIGNALS

TEMPORARY SPAN WIRE


www.codot.gov/library/traffic/traffic-standards/2012-s-standard-plansFax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



LINE

GROUND

FINISHED

SPAN WIRE POLE CAISSON

SHOE AND FIN PLATE DETAILS

SIGNAL ITEMS

3"ß RIGID CONDUITS FOR

FOR LUMINAIRE AND TWO

ONE 2" ß RIGID CONDUIT

BEARING PLATE DETAILS

143'-0"

85°0'0"

78°0'0"

102°

0'0"

102°

0'0"

78°0'0"

A

3 SIGNALS, 3 SIGNS

Ò EYEBOLT TO Ò EYEBOLT

L = 172 FT.

3 SIGNALS, 2 SIGNS


L = 135 FT.

3 SIGNALS, 2 SIGNS


L = 122 FT.

4 SIGNALS, 3 SIGNS


L = 153 FT.

4 SIGNALS, 4 SIGNS


L = 153 FT.

3 SIGNALS, 3 SIGNS


L = 122 FT.

4 SIGNALS, 3 SIGNS


SINGLE SPAN INSTALLATION FOUNDED IN COHESIONLESS SOIL AS SHOWN ABOVE.

A FOR DEPTH CAISSON AND DIAMETER, SPAN-WIRE SIZE, POLE STRAIN THE SELECT

POLE. THE REQUIRED CAISSON DEPTH IS 14.5'.

STRAIN ß 18" AND SOIL COHESIONLESS FOR DEPTH CAISSON THE UP LOOK

DETERMINE THE CAISSON DEPTH BY USING THE TABLE ON SHEET 5.4.

‹"ß.

IS DIAMETER WIRE SPAN REQUIRED THE 4. LINE WITH MEET TO VERTICALLY

GO THEN CHART, THE OF AXIS HORIZONTAL THE ON LENGTH SPAN 143' THE FIND

DIAMETER SELECTION CHART ON SHEET 7.

SPAN-WIRE SPAN SINGLE THE USING BY DIAMETER WIRE SPAN THE DETERMINE 3.

18"ß XS PIPE.

IS SIZE POLE STRAIN REQUIRED THE 4. LINE WITH MEET TO VERTICALLY

GO THEN CHART, THE OF AXIS HORIZONTAL THE ON LENGTH SPAN 143' THE FIND

SELECTION CHART ON SHEET 7.

POLE STRAIN SPAN SINGLE USING BY SIZE POLE STRAIN THE DETERMINE 2.

4 SIGNALS AND 3 SIGNS = 4 (LOADS FOR 4 SIGNALS AND 4 SIGNS MAX.)

DETERMINE THE LOAD KEY AS SHOWN HEREON OR ON SHEETS 7 TO 13. 1.

DOUBLE SPAN (L-PLAN BOX) FOUNDED IN COHESIVE SOIL AS SHOWN ABOVE.

A FOR DEPTHS CAISSON AND DIAMETERS, SPAN-WIRE SIZES, POLE STRAIN THE SELECT

(RECTANGULAR PLAN BOX) FOUNDED IN COHESIONLESS SOIL AS SHOWN ABOVE.

SPAN DOUBLE A FOR CAISSONS FOR DEPTHS CAISSON AND DIAMETERS WIRE SPAN SIZES, POLE STRAIN THE SELECT

REQUIRED DEPTH FOR 18"ß STRAIN POLE C IS 18.5'.

THE AND 17.5', IS B POLE STRAIN 16"ß FOR DEPTH REQUIRED THE 20.5', IS A POLE STRAIN

20"ß FOR DEPTH CAISSON REQUIRED THE SOIL. COHESIVE FOR DEPTH CAISSON THE UP LOOK

DETERMINE THE CAISSON DEPTHS BY USING THE TABLE ON SHEET 5.4.

SPAN AB: DO THE SAME FOR THE 135' LONG SPAN AC. THE REQUIRED SPAN WIRE IS ‹"ß.

MEET WITH LINE 3. THE REQUIRED SPAN WIRE DIAMETER IS ‹"ß.

TO VERTICALLY GO THEN AXIS, HORIZONTAL THE ON LENGTH SPAN 172' THE LOCATE AC: SPAN

SELECTION CHART FOR 20"ß POLE A ON SHEET 13.

DIAMETER SPAN-WIRE SPAN DOUBLE THE USING BY DIAMETER WIRE SPAN THE DETERMINE 3.

AND 18"ß XS PIPE FOR STRAIN POLE C .

B POLE STRAIN FOR PIPE XS 16"ß IS SIZE POLE REQUIRED THE LOGIC, THIS USING SIZE.

POLE THE DETERMINE TO 1 EXAMPLE OF 2 STEP ON SHOWN AS LOGIC SAME THE FOLLOW

AND 7 SHEET ON CHART SELECTION POLE SPAN SINGLE THE USE , C AND B POLES FOR

PIPE.

XS 20"ß IS A POLE FOR DIAMETER PIPE REQUIRED THE BOX. SQUARE THE TO VERTICALLY

AND HORIZONTALLY GO POINTS, INTERCEPTION THESE FROM 3. LINE WITH MEET TO

HORIZONTALLY GO THEN CHART VERTICAL THE ON AB SPAN 135' THE LOCATE 3. LINE WITH

MEET TO VERTICALLY GO THEN CHART HORIZONTAL THE ON AC SPAN 172' THE LOCATE AB,

SPAN FOR CHART VERTICAL THE AND AC SPAN FOR CHART HORIZONTAL THE USING AB. SPAN

OR AC SPAN FOR USED BE CAN CHART VERTICAL THE OR CHART HORIZONTAL THE EITHER

ON SHEET 9:

90° < Þ Ì 80° FOR CHART SELECTION POLE STRAIN SPAN DOUBLE THE USING A POLE FOR

DETERMINE THE SIZES OF STRAIN POLES A , B AND C .2.

SPAN AB: 3 SIGNALS AND 2 SIGNS = 3 (LOADS FOR 3 SIGNALS AND 3 SIGNS MAX.)

SPAN AC: 3 SIGNALS AND 3 SIGNS = 3 (LOADS FOR 3 SIGNALS AND 3 SIGNS MAX.)

DETERMINE THE LOAD KEYS AS SHOWN HEREON OR ON SHEETS 7 TO 13. 1.

STRAIN POLES A AND C IS 15.5', AND THE REQUIRED DEPTH FOR 20"ß STRAIN POLES B AND D IS 14.5'.

24"ß FOR DEPTH CAISSON REQUIRED THE 13. SHEET ON SOIL COHESIONLESS FOR DEPTH CAISSON THE UP LOOK

DETERMINE CAISSON DEPTH BY USING TABLE ON SHEET 5.4.

DIAMETERS FOR SPANS AD AND BC IS ‹" ß, AND •" ß FOR SPAN CD.

SPAN-WIRE REQUIRED THE KEYS, LOAD DIFFERENT FOR AB SPAN FOR AS SAME THE DOING CD: AND BC AD, SPANS

THE REQUIRED SPAN-WIRE IS •"ß.

4. LINE WITH MEET TO VERTICAL GO THEN LINE, HORIZONTAL THE ON LENGTH SPAN 153' THE LOCATE AB: SPAN

24"ß POLE ON SHEET 13. FOR THIS CASE, THE 24"ß STRAIN POLES A AND C CONTROL THE DESIGN.

FOR CHART SELECTION DIAMETER SPAN-WIRE SPAN DOUBLE THE USING BY DIAMETER SPAN-WIRE THE DETERMINE 3.

LIKEWISE, STRAIN POLE C IS 24"ß XS PIPE AND STRAIN POLE D IS 20"ß XS PIPE.

AND VERTICALLY TO THE SQUARE BOX. THE REQUIRED PIPE DIAMETER FOR POLE B IS 20"ß XS PIPE.

HORIZONTALLY GO POINTS, INTERCEPTION THESE FROM 3. LINE WITH MEET TO HORIZONTALLY GO THEN CHART,

VERTICAL THE ON BC SPAN 122' THE LOCATE 4. LINE WITH MEET TO VERTICALLY GO THEN CHART, HORIZONTAL

THE ON AB SPAN 153' THE LOCATE BC, SPAN FOR CHART VERTICAL THE AND AB SPAN FOR CHART HORIZONTAL

THE USING BC. SPAN OR AB SPAN FOR USED BE CAN CHART VERTICAL THE OR CHART HORIZONTAL THE EITHER

FOR POLE B USING THE DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 100° Ì Þ < 110° ON SHEET 10:

AND VERTICALLY TO THE SQUARE BOX. THE REQUIRED PIPE DIAMETER FOR POLE A IS 24"ß XS PIPE.

HORIZONTALLY GO POINTS, INTERCEPTION THESE FROM 3. LINE WITH MEET TO HORIZONTALLY GO THEN CHART

VERTICAL THE ON AD SPAN 122' THE LOCATE 4. LINE WITH MEET TO VERTICALLY GO THEN CHART HORIZONTAL

THE ON AB SPAN 153' THE LOCATE AD, SPAN FOR CHART VERTICAL THE AND AB SPAN FOR CHART HORIZONTAL

THE USING AD. SPAN OR AB SPAN FOR USED BE CAN CHART VERTICAL THE OR CHART HORIZONTAL THE EITHER

FOR POLE A USING THE DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 70° Ì Þ < 80° ON SHEET 8:

DETERMINE THE SIZE OF POLES A , B , C AND D .2.

SPAN AD: 3 SIGNALS AND 2 SIGNS = 3 (LOADS FOR 3 SIGNALS AND 3 SIGNS MAX.)

SPAN CD: 4 SIGNALS AND 4 SIGNS = 4 (LOADS FOR 4 SIGNALS AND 4 SIGNS MAX.)

SPAN BC: 3 SIGNALS AND 3 SIGNS = 3 (LOADS FOR 3 SIGNALS AND 3 SIGNS MAX.)

SPAN AB: 4 SIGNALS AND 3 SIGNS = 4 (LOADS FOR 4 SIGNALS AND 4 SIGNS MAX.)

DETERMINE THE LOAD KEYS AS SHOWN HEREON OR ON SHEETS 7 TO 13. 1.

SOLUTION:

-EXAMPLES-

B

C

A B

CD

LOAD KEY

EXAMPLE 1:

CommentsDate:

R-X



Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 6 of 13

SIGNALS

TEMPORARY SPAN WIRE


SOLUTION:

SOLUTION:

EXAMPLE 2: EXAMPLE 3:

5

4

3

2

1

= 5 SIGNALS AND 4 SIGNS MAX.




= 1 SIGNAL AND 1 SIGN MAX.


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



3'-

6"

SPAN LENGTH (L)

17'-

0"

MIN.

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

5

4

3

2

1

SPAN LENGTH (L)

ELEVATION

2% SLOPE 2% SLOPE

SPAN LENGTH (L)

SINGLE SPAN SPAN-WIRE DIAMETER SELECTION CHART

…"ß WIRE

‹"ß WIRE

5

4

3

2

1

•"ß WIRE

200

40

5% SAG

SPAN WIRE

2% SAG

TETHER WIRE

LOAD KEY

EXAMPLE 1, STEP 2

EXAMPLE 1, STEP 3

24"ß XS PIPE

20"ß XS PIPE

18"ß XS PIPE

16"ß XS PIPE

14"ß XS PIPE

12"ß XS PIPE

SIGNAL AND SIGN

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

200

40

SINGLE SPAN STRAIN POLE SELECTION CHART

-SINGLE SPAN SELECTION CHARTS-

19'-

0"

MA

X.

(TYP.)

STRAIN POLE

SIGNALS

TEMPORARY SPAN WIRE CommentsDate:

R-X



Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB

Drawing File Name: S-614-41 (7-11 of 13).dgn

Sheet No. 7 of 13


www.codot.gov/library/traffic/traffic-standards/2012-s-standard-plansFax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



LEGEND

5

4

3

2

1



* *




16

18

24X

= 24"ß SCH 40 PIPE

14

20

12

14

16

20

24

24X

18

SPAN LENGTH (L) IN FT

24

5

4

3

2

1

SP

AN

LE

NG

TH (L) IN

FT

SP

AN

LE

NG

TH (L) IN

FT


5

4

3

2

1

12

24X

1 2 3 4 5 1 2 3 4 5

30

200

190

180

140

90

130

110

120

80

40

50

70

60

100

150

160

170

200

190

180

140

90

130

110

120

80

40

50

70

60

100

150

160

170

30

24

20

18

16

14

12

= 12"ß XS PIPE

= 14"ß XS PIPE

= 16"ß XS PIPE

= 18"ß XS PIPE

= 20"ß XS PIPE

= 24"ß XS PIPE

DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 60° Ì Þ < 70° DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 70° Ì Þ < 80°

FOR STRAIN POLE A

EXAMPLE 3, STEP 2

FOR STRAIN POLE A

EXAMPLE 3, STEP 2

200

190

180

14

0

90

130

110

120

80

40

50

70

60

100

150

160

17

0

200

190

180

14

0

90

130

110

120

80

40

50

70

60

100

150

160

17

0

-DOUBLE SPAN STRAIN POLE SELECTION CHARTS (1 OF 4)-

SIGNALS


R-X



Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 8 of 13


LOAD KEY


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



24

24

200

190

180

14

0

90

130

110

120

80

40

50

70

60

100

150

160

17

0

200

190

180

14

0

90

130

110

120

80

40

50

70

60

100

150

160

17

0

54321

5

4

3

2

1

180

170

190

200

160

110

120

100

30

150

130

70

60

80

140

90

50

40

180

170

190

200

160

110

120

100

30

150

130

70

60

80

140

90

50

40

20

18

16

14

12

SP

AN

LE

NG

TH (L) IN

FT

SPAN LENGTH (L) IN FT SPAN LENGTH (L) IN FT

12

14

16

20

24

18

SP

AN

LE

NG

TH (L) IN

FT

12

14

16

20

18

5

4

3

2

1

54321

= 12"ß XS PIPE

= 14"ß XS PIPE

= 16"ß XS PIPE

= 18"ß XS PIPE

= 20"ß XS PIPE

= 24"ß XS PIPE

FOR STRAIN POLE A

EXAMPLE 2, STEP 2

FOR STRAIN POLE A

EXAMPLE 2, STEP 2

DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 90° Ì Þ < 100°DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 80° Ì Þ < 90°


SIGNALS


R-X



Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 9 of 13


LOAD KEY


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



24

24

180

170

190

200

160

110

120

100

30

150

130

70

60

80

140

90

50

40

180

170

190

200

160

110

120

100

30

150

130

70

60

80

140

90

50

40

5

4

3

2

1

54321

SP

AN

LE

NG

TH (L) IN

FT


12

14

16

20

24

18

SP

AN

LE

NG

TH (L) IN

FT


5

4

3

2

1

54321

20

18

16

14

12 12

14

16

20

= 12"ß XS PIPE

= 14"ß XS PIPE

= 16"ß XS PIPE

= 18"ß XS PIPE

= 20"ß XS PIPE

= 24"ß XS PIPE

DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 100° Ì Þ < 110° DOUBLE SPAN STRAIN POLE SELECTION CHART FOR 110° Ì Þ < 120°

FOR STRAIN POLE B

EXAMPLE 3, STEP 2

FOR STRAIN POLE B

EXAMPLE 3, STEP 2

200

190

180

14

0

90

130

110

120

80

40

50

70

60

100

150

160

17

0

200

190

180

14

0

90

130

110

120

80

40

50

70

60

100

150

160

17

0


18

SIGNALS


R-X



Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 10 of 13


LOAD KEY


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



16

24

54321

5

4

3

2

1

180

170

190

200

160

110

120

100

30

150

130

70

60

80

140

90

50

40

12

14

16

20

24

18

SP

AN

LE

NG

TH (L) IN

FT


20

18

14

12

= 12"ß XS PIPE

= 14"ß XS PIPE

= 16"ß XS PIPE

= 18"ß XS PIPE

= 20"ß XS PIPE

= 24"ß XS PIPE

200

190

180

14

0

90

130

110

120

80

40

50

70

60

100

150

160

17

0

DOUBLE SPAN STRAIN POLE SELECTION CHART FOR Þ Í 120°


CommentsDate:

R-X



Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 11 of 13

SIGNALS

TEMPORARY SPAN WIRE


LOAD KEY


Fax: (303) 757-9219

2829 W. Howard Pl.

Phone: (303) 757-9543



30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

SPAN LENGTH (L)

…"ß WIRE

‹"ß WIRE

5

4

3

2

1

•"ß WIRE

200

40

-DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHARTS (1 OF 2)-

SPAN LENGTH (L)

…"ß WIRE

‹"ß WIRE

5

4

3

2

1

•"ß WIRE

SPAN LENGTH (L)

…"ß WIRE

‹"ß WIRE

5

4

3

2

1

•"ß WIRE

…"ß WIRE

‹"ß WIRE

•"ß WIRE

SPAN LENGTH (L)

5

4

3

2

1

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

200

40

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

200

40

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

200

40

SIGNALS


R-X



Full Path:


STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 12 of 13

DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHART FOR 16" ß XS POLE DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHART FOR 18" ß XS POLE

DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHART FOR 14" ß XS POLEDOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHART FOR 12" ß XS POLE

Fax: (303) 757-9219

KCM/RLO

2829 W. Howard Pl.

Phone: (303) 757-9543



Safety & Traffic Engineering Branch


LEGEND

LOAD KEY

SPAN LENGTH (L)

…"ß WIRE

‹"ß WIRE

5

4

3

2

1

•"ß WIRE

-DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHARTS (2 OF 2)-

SPAN LENGTH (L)

…"ß WIRE

‹"ß WIRE

5

4

3

2

1

•"ß WIRE

SPAN LENGTH (L)

…"ß WIRE

‹"ß WIRE

4

3

2

1

•"ß WIRE

DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHART FOR 24" ß SCH 40 POLE

5

FOR SPAN AB

EXAMPLE 3, STEP 3FOR SPAN AC

EXAMPLE 2, STEP 3

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

200

40

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

200

40

30

50

60

70

80

90

100

110

120

130

14

0

150

160

17

0

180

190

200

40

CommentsDate:

R-X



Full Path:


www.dot.state.co.us/DesignSupport/

STANDARD PLAN NO.

S-614-41




Initials: LEC

Initials: HHB


Sheet No. 13 of 13

SIGNALS

TEMPORARY SPAN WIRE

DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHART FOR 20" ß XS POLE DOUBLE SPAN SPAN-WIRE DIAMETER SELECTION CHART FOR 24" ß XS POLE

Fax: (303) 757-9219

KCM/RLO

2829 W. Howard Pl.

Phone: (303) 757-9543



Safety & Traffic Engineering Branch


LOAD KEY

LEGEND

5

4

3

2

1






-span wire general notes- - codot

Documents