City of Springfield, Missouri

Standard Drawing Details for Public Improvements

Adopted: 11/01/2017 Dan Smith __________ Director of Public Works

i

STANDARD DRAWING DETAILS 1. STANDARD SANITARY SEWER DRAWINGS (SAN-PREFIX) SAN-1 MANHOLE RING AND COVER (TYPE A)

SAN-2 MANHOLE RING AND COVER (NON-ROCKING)

SAN-3 S T A N D A R D FOUR-FOOT DIAMETER MANHOLE

SAN-4 NEW MANHOLE ON EXISTING LINE

SAN-5 UNASSIGNED

SAN-6 DROP MANHOLE

SAN-7 OFF SET MANHOLE

SAN-8 GASKET SEALING DETAILS FOR PRECAST MANHOLES

SAN-9 FLOW LINES FOR MANHOLE BASES

SAN-10 HOUSE CONNECTIONS – LESS THAN 12 FEET

SAN-11 HOUSE CONNECTIONS – 12 FEET TO 20 FEET

SAN-12 BEDDING STANDARDS

SAN-13 LAMPHOLES

SAN-14 UNASSIGNED

SAN-15 BORING DETAILS

SAN-16 STANDARD CONE CONFIGURATION FOR MANHOLES

SAN-17 UNASSIGNED

SAN-18 GREASE INTERCEPTOR

SAN-19 SAMPLING MANHOLE

SAN-20 INSERT-A-TEE TAP

SAN-21 IMPERVIOUS TRENCH SEAL

SAN-22 CONNECTION TO LINED MANHOLES

SAN-23 CONNECTION TO EXISTING MANHOLES

SAN-24 TYPICAL CLEANOUT RISER

SAN-25 TRACER WIRE DETAIL SAN-26 SADDLE CONNECTION TO CIPP LINED PIPE SAN-27 SADDLE CONNECTION TO SEWER MAIN

ii

2. STANDARD STORM SEWER DRAWINGS (SS-PREFIX) SS-1 STANDARD JUNCTION BOX

SS-2 STORM SEWER MANHOLE

SS-3 NON-RECESSED CURB INLET

SS-4-A RING AND COVER FOR STORM SEWER INLET

SS-4-C RING AND COVER FOR STORM SEWER INLET

SS-5 AREA INLET

SS-6 CURB INLET

SS-7 UNASSIGNED

SS-8 PRECAST INLET TOPS

SS-9 CONCRETE BOX TOP RIDING SURFACE

SS-10 CONCRETE BOX ROADWAY FILL

SS-11 APPROACH TO BOX CULVERTS

SS-12-A UNASSIGNED

SS-12-B VERTICAL & SLOPING SLOT OUTLET CALCULATION

SS-12-C UNASSIGNED

SS-12-D UNASSIGNED

SS-13 PAVED DITCH TRANSITIONS, DETAILS

SS-14-A VEGATATIVE FILTER STRIP, WATER QUALITY BMP

SS-14-B UNASSIGNED

SS-14-C UNASSIGNED

SS-14-D VERTICAL BOX DETENTION OUTLET

SS-15 CONCRETE BOX CULVERT, MINIMUM REINFORCEMENT

DETAILS

iii

3. STANDARD STREET DRAWINGS (ST-PREFIX) ST-1 TYPICAL STREET SECTIONS

ST-2 CURB AND GUTTER/DRIVEWAY OPENING

ST-3 JOINT LOCATION – CONCRETE PAVEMENT

ST-4 JOINT DETAILS – CONCRETE PAVEMENT

ST-5 STANDARD CUL-DE-SAC

ST-6 PARKING STALL LAYOUT ELEMENTS

ST-7 MAILBOX PLACEMENT

ST-8 TYPICAL RESIDENTIAL DRIVEWAY & SIDEWALK

ST-9 TYPICAL COMMERCIAL DRIVEWAY & SIDEWALK

ST-10 CURB RAMP TYPE I

ST-11 CURB RAMP TYPE II

ST-12 CURB RAMP WITH DETECTABLE WARNING

ST-13 EXISTING PAVEMENT REPAIR DETAIL

ST-14 UNASSIGNED

ST-15 UNASSIGNED

ST-16 UNASSIGNED

ST-17 UNASSIGNED

ST-18 HANDRAIL

ST-19 TEMPORARY DEAD END STREET TURNAROUND

ST-20 PERMANENT DEAD END STREET TURNAROUND

iv

4. STANDARD TRAFFIC SIGNAL DRAWINGS (SAN-PREFIX) TS-1 SIGNAL SYMBOLS

TS-2 PREFORMED PULL BOXES

TS-3 CAST IN PLACE PULL BOX

TS-4 ALUMINUM PEDESTAL

TS-5 ALUMINUM MAST ARM

TS-6 STEEL MAST ARM

TS-7 POWER SUPPLY WIRING

TS-8 TYPE I POWER SUPPLY

TS-9 TYPE II POWER SUPPLY

TS-9A TYPE III POWER SUPPLY

TS-10 LIGHTING CONTROLLER

TS-11 GROUNDING AND BONDING

TS-12 SIGNAL HEADS

TS-13 TYPE “A” SIGNAL BASE

TS-14 TYPE “D” SIGNAL BASE

TS-15 CONTROLLER BASES

TS-16 TRENCH AND CONDUIT DETAIL

TS-17 SIGNAL PHASING LAYOUT

TS-18 DETECTOR LOOP INSTALLATION

TS-19 PEDESTRIAN PUSHBUTTONS

TS-20 SPAN WIRE DETAILS WOOD POLES

v

5. STANDARD LANDSCAPE/IRRIGATION DRAWINGS (SAN-PREFIX) LI-1 TYPICAL SLEEVING DETAIL

LI-2 TYPICAL TRENCHING DETAIL

LI-3 SURGE PROTECTOR CONNECTION

LI-4 DRIPLINE LAYOUT AT SHRUB BEDS

LI-5 DRIPLINE AT SOLO TREE LOCATION

LI-6 DRIPLINE TUBING

LI-7 AIR VACUM RELIEF VALVE

LI-8 PREFORMED IRRIGATION BULL BOX

LP-1 TREE DETAIL

LP-2 SHURB IN TOPSOIL

LP-3 SHOVEL-CUT EDGE

A-LOK OR Z-LOK

ROPE WA TERSTOP AROUND BOTIOM OF MANHOLE BEFORE CONCRETE FLOOR IS POURED.

INSIDE DIAMETER

EXIST. SANITARY SEWER PIPE

PRECAST MH WITH KNOCKOUTS. FILL AROUND ALL KNOCKOUTS WITH NON-SHRINK GROUT.

CUT AWAY TOP ~ PORTION OF EXISTING PIPE.

POUR BASE AND INVERT MONOLITHIC.

CONC BLOCKS TO SUPPORT MH BARREL WHILE BASE AND INVERT ARE POURED.

BEDDING MATERIAL TO BE USED AS LEVELING COURSE

UNDISTURBED EARTH

#4 BARS @ 12" CENTERS E/W

DEPARTMENT OF PUBLIC WORKS SPRINGFIELD, MO.

NEW MANHOLE ON EXISTING LINE

ADOPTED: JAN. 2017

SAN-4

SAERT H

ROP

USP

USA

AWTTAO

CE T WURRE

PRINGFIELD

SF

DY

E

I

ER

TM ATS R

SAERT H

ROP

USP

USA

AWTTAO

CE T WURRE

PRINGFIELD

SF

DY

E

I

ER

TM ATS R

DESCRIPTION KEY STANDARD INDUSTRIALSTREET RIGHT-OF-WAY WIDTH A 50 60STREET PAVEMENT WIDTH TO BACK OF CURB B 27 37CUL-DE-SAC RIGHT-OF-WAY RADIUS C 60 75CUL-DE-SAC PAVEMENT RADIUS TO BACK OF CURB D 48.5 63.5INTERNAL CURVE, RIGHT-OF-WAY RADIUS E 20 20INTERNAL CURVE, BACK OF CURB RADIUS F 31.5 31.5

MINIMUM DIMENSIONS (FEET)

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-1

NOT TO SCALE

SIGNAL SYMBOLS

21

2

2

CONVENTIONAL SIGNAL

HEAD WITH BACKPLATE

OPTICALLY LIMITING SIGNAL

HEAD WITH BACKPLATE

PEDESTRIAN SIGNAL HEAD

EXISTING SIGNAL HEAD

OVERHEAD OR SHAFT

MOUNTED SIGN

LUMINAIRE

CONTROLLER

SPLICE CABINET

PULL BOX

CONCRETE BASE

POWER SUPPLY

PEDESTRIAN PUSHBUTTON

STOP LINE

LANE USE

MAST ARM W/SIGNAL

HEAD & LUMINAIRE

INDUCTION LOOP DETECTOR

VIDEO IMAGE DETECTOR

EXISTING MAST ARM

S

EXISTING CONTROLLER

EXISTING SPLICE CABINET

EXISTING PULL BOX

EXISTING CONCRETE BASE

SIGNAL FACE NUMBER

POST NUMBER

DETECTOR NUMBER

PULL BOX NUMBER

21

DON'T WALK (HAND SYMBOL)

R

Y

G

YL

L

W

DW

WALK (MAN SYMBOL)

GREEN LEFT ARROW*

YELLOW LEFT ARROW*

GREEN BALL*

YELLOW BALL*

RED BALL*

BORED CONDUIT

EXISTING CONDUIT

CONDUIT

4" PVC SIZE & TYPE OF CONDUIT

2-16C#12

NUMBER, CONDUCTORS,

& AWG SIZE OF CABLE

* - ALL 12" LENS WITH TUNNEL VISOR

S

RADAR DETECTOR

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-3

CAST-IN-PLACE PULL BOX

NOT TO SCALE

24

3

/4

"

26

"

6"

6"

57

1

/2

"

Cable H

ooks

6"

6"

24 3/4"

24 3/4"

8"

3" radius

8"

2 - #5 R

ebar

Cable H

ooks

Cable H

ooks

Cast Iron

Fram

e

Conduit

as req'd

Co

nd

uit

as re

q'd

Ca

st Iro

n

Fra

me

20"

min

28"

min

18"

min

18"

min

18"

min

28"

min

10"

min

8"

min

1/2" C

lean

Rock D

rain

1/2" C

lean

Rock D

rain

#5 R

ebar

48" m

inim

um

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-4

ALUMINUM PEDESTAL

NOT TO SCALE

Height as specified on the plans

NOTES:

See plans for base and conduit information.

See drawing TS-13 for base detail.

Contractor will provide the Engineer with 5 (five) sets of shop drawings for approval.

No poles will be set unless approved by the Engineer.

1/2"X1 1/2" SS bolt with nut & lock

washer

The square aluminum base shall be threaded to receive a 4

1/2" O.D. seamless aluminum pipe.

Anchor bolts as required by

manufacturer

8"X8" min. handhole

in square base

2' min.

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-5

NOT TO SCALE

ALUMINUM MAST ARM

A

B

See plans for arm length and signal spacing details

4'

TYPE A

C

Brackets shall be located and installed in the field.

Pelco AB0125-3-62 (3 section heads), Pelco

AB0138-5-62 (5 section heads) or approved equal.

Measurment "B" is determined by measuring from the

center of the shaft to the center of the first mounting

bracket. Subsequent measurments are made from

center of bracket to center of bracket.

8"X10" min. handhole

(transformer base)

Drill clamp and shaft

for 5/8"X1 1/2" SS bolt

w/nut & lockwasher

Drill 1 1/2" dia hole for

cable access Install 1

1/4" rubber grommet

NOTES:

See plans for base and conduit information.

A transformer base will be provided with Mast Arms 25' or less in length.

Mast arms greater than 25' require shafts equiped with a shoe base.

Contractor will provide the Engineer with 5 (five) sets of shop drawings

for approval. No poles will be set unless approved by the Engineer.

Arm

15' m

in.

over street

2'

min.

4"X8" min. handhole

(shoe base)

10' m

in. for 3-section head

16' m

in. to low

est

section or backplate

Roadway surface

Anchor bolts as required by

manufacturer

Mount heads level at bottom

of lowest section or backplate

7' m

in. for

pedestrian head

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-6

NOT TO SCALE

STEEL MAST ARM

TYPE S

See plans for arm length and signal spacing details

Roadway surface

Mount heads level at bottom

of lowest section or backplate

A

B C D E

16' m

in. to low

est

section or backplate

Brackets shall be located and installed in the field.

Pelco AB0125-3-62 (3 section heads), Pelco

AB0138-5-62 (5 section heads) or approved equal.

Measurment "B" is determined by measuring from the

center of the shaft to the center of the first mounting

bracket. Subsequent measurments are made from

center of bracket to center of bracket.

Arm

15' m

in.

over street

3'

min.1'

min.

4'

NOTES:

All steel poles require a shoe base.

See plans for base and conduit information.

Contractor will provide the Engineer with 5 (five) sets of shop drawings

for approval. No poles will be set unless approved by the Engineer.

Anchor bolts as required by

manufacturer

10

' m

in

. fo

r 3

-se

ctio

n h

ea

d

7' m

in

. fo

r

pe

de

stria

n h

ea

d

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-7

POWER SUPPLY WIRING

NOT TO SCALE

N

20A Two pole lighting breaker

Branch neutral equipment

ground and service ground

N

Square D Secondary Surge Arrester HOM2175SB

Green equipment ground

1 for each signal post and cabinet

50A Single pole controller breaker

Jumper

1. Use Square D SC1624M100S enclosure

2. Power cable to the controller and lighting controller

shall be black and one white neutral - do not mark with tape.

120 Volt Service

3 AWG Minimum

From C.U.

Pedestal

1c#6

To Signal

Controller

#6 Bare copper to

ground rods

240 Volt Service

3 AWG Minimum

From C.U.

Pedestal

1c#6

To Lighting

Controller

#6 Bare copper to

ground rods

1c#6

To Signal

Controller

Service

Disconnect

100A

Service

Disconnect

100A

Branch neutral equipment

ground and service ground

Green equipment ground

1 for each signal post and cabinet

Square D Secondary Surge Arrester HOM2175SB

50A Single pole controller breaker

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-8

NOT TO SCALE

TYPE I POWER SUPPLY

2" Rigid Steel Conduit

Weatherhead

30' Class 4 or 5 wood pole

18" Min.

6' Min

3/4" X 10' Copper-clad

ground rod

#6 AWG bare

copper ground wire

All-In-One

Enclosure

Clamp conduit to pole

at 6' intervals

Coil 3' of each cable for

connection by C. U.

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-9

NOT TO SCALE

TYPE II POWER SUPPLY

Conduit S

upport

Front E

levation

6"

Side E

levation

Top V

iew

18" M

in.

18" D

ia.

3"

5'-6"

3' M

in.

Height A

s R

equired

1" P

VC

*D

rive tw

o ground rods six feet apart.

Conduit and cable as

show

n on the plans.

Ground R

od,

3/4" x 10' m

in.*

#6 B

are copper

to ground rod

All conduit above ground

and elbow

s exitng concrete

base shall be rigid steel

Lighting controller

See draw

ing T

S-10

6"x6" W

F at

15 lbs/ft G

alvanized

All-In-O

ne

Enclosure

The C

ontractor is required to obtain an E

lectrical perm

it from

Building D

evelopm

ent S

ervices for new

or relocated pow

er supplies.

The perm

it fee is the responsibility of the C

ontractor.

Pedestal by

City U

tilities

Coil C

able for U

tility

Com

pany H

ookup

(6' for P

edestal)

Concrete

Footing

Conc. F

ooting

42" x 18" D

ia.

Class B

C

onc.

0.23 C.Y.±

Ground R

od,

3/4" x 10' m

in.*

To U

tility

Co. F

acility

2" C

ond. w

/ 6 A

WG

Min. 600 V

T

o

Signal C

ontroller

Conc. F

ooting

42" x 18" D

ia.

Class B

C

onc.

0.23 C.Y.±

All-In-O

ne

Enclosure

2" C

ond. w

/ 6 A

WG

Min. 600 V

T

o

Signal C

ontroller

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-10

LIGHTING CONTROLLER

NOT TO SCALE

15

MANON

15

OFF AUTO

S/N

N

NR

B

Photoelectric Switch & Socket, 240V

2

1

Lighting Contactor, 2 Pole, 60 Amp, 240 V

415 AMP single pole Control Breaker, 240 V

3

15 AMP single pole Auto-Manual Switch, 240 V

6Neutral Terminal Strip

5

7

2" Rigid Steel Conduit

1 1/4" Rigid Steel Conduit

1c#8 to luminaires

Photo Switch

Silicone caulk

1c#6

From

Main

#6 Bare

copper to

ground rod

Insert washers

between filter &

inside cabinet to

form air gap

1/8" Thick translucent

plexiglass filter, 4"X4"

Cut 2" diam. hole in

cabinet

Four 1/4"X20 Stainless bolts,

2 1/2" long w/3 washers

& 2 nuts each

1/4" Thick clear Lexan

window, 4"X4"

To

Lights

To

Main

14"H x 12"W x 6"D 14 Ga. watertight aluminum or stainless

steel enclosure

Lighting Terminal Block, 600V, 12 position, insulated from back

panel, barrier between each terminal & each end, accept #8 AWG

cable

7

6

5

4

3

2

1

7

3

45

2

6

#6 AWG Bare

Solid Copper

Ground Wire

Attach #6 AWG Bare Solid

Copper Ground Wire to Post

Ground Lug.

3/4" X 10' copper clad

ground rod w/two corrosion

resistant ground clamps

G

#10 AWG Green THHN/THWN

Stranded Copper Equipment

Ground Continuous From Ground

Rod to Ground Bus in Power Supply

N

20A Two pole lighting breaker

240 Volt Service

3 AWG Minimum

From C.U.

Pedestal

1c#6

To Lighting

Controller

#6 Bare copper to

ground rods

1c#6

To Signal

Controller

Service

Disconnect

100A

Branch neutral equipment

ground and service ground

Green equipment ground

1 for each signal post and cabinet

Surge Arrester

50A Single pole controller breaker

G

W

W

B

B

B

3/4" X 10' copper clad

ground rod w/two corrsion

resistant ground clamps

G

#6 AWG Bare

Solid Copper

Ground Wire

W

B

W

G

W

B

#6 AWG Power Cable to

Power Supply

To Controller

EQ GRND

BUS

AC NEUTRAL

BUS

Power Terminal Block

G

GRND Nut on

Cabinet

W

W

W

W

From Signal

Cables

CONTROLLER

CABINET

SIGNAL POLES

POWER

SUPPLY

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-11

NOT TO SCALE

GROUNDING AND BONDING

#10 AWG Green

THHN/THWN Stranded

Copper Equipment Ground

Continuous From Ground

Rod to Ground Bus in Power

Supply

AC

+

AC

-

EQ

/C

h G

rnd

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-12

SIGNAL HEADS

NOT TO SCALE

SIDE MOUNT

TOP MOUNT

TYPE I

"O"

TYPE I

"T"

SIDE MOUNT Type I and Type II brackets are atttached to mast arm poles

and 10' or 14' pedestals using stainless steel banding.

TOP MOUNT Type I and Type II brackets are attached to 10' or 14' pedestals

using an appropriately sized slip fitter.

TYPE I

"T"

TYPE I

"O"

TYPE II

"O"

SIDE MOUNT

TOP MOUNT

SIDE MOUNT

TYPE S

T=Top Mount

O=On Side Mount

S="Astro-Brac"

3, 4, or 5 Section

TWO WAY BRACKETS

ONE WAY BRACKETS ONE WAY BRACKETS

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-13

NOT TO SCALE

TYPE "A" SIGNAL BASE

4"

X

24"

24"

A-4

A-3

TYPE DEPTH "X"

4'

3'

.59

.33 10'

14'

1" PVC conduit w/#6

bare copper ground wire

Conduit as specified

on the plans

Cu. Yd.

CONCRETE

SHAFT

HEIGHT

Attach to post

ground lug.

Nut

3/4" X 10' copper clad ground rod

with corrsion resistant ground clamp

Lock washer

Flat washer

TYPE "A" SIGNAL BASE NOTES

1. Anchor bolt size, anchor bolt protection, and bolt circle

shall be as shown on approved pole drawings.

2. Anchor bolts and conduit shall be held rigidly in place before and during

concrete placement. Anchor bolts shall be set in place by means of a template

constructed to space the anchor bolts in accordance with the pattern as shown

on the manufacturer's approved pole drawings. The center of the template shall

correspond to the center of the base.

3. Concrete shall be consolidated by an internal vibrator.

4. Set top of base 4" above grade if in parkway away from sidewalk and form the final 12"

of base square. If base is adjacent to or in sidewalk, form the final 6" of base square after

the post and mast arm has been set and plumbed. Final top elevation shall match sidewalk.

5. Install preformed expansion material where base abutts sidewalk/concrete.

6. Conduits shall extend a nominal 2" above the base.

1" Typical

Top and Bottom

Wire tie bars

#4 Tie Bars with

12" spacing

SIDE VIEW

REINFORCING STEEL DETAIL

36"

36"30"

Tie bars shall have 12" overlap

TOP VIEW

18"min

X

3" Top and bottom

See Reinforcing

Steel Detail

Conduit as specified

on the plans

1" PVC Conduit with

#6 Bare Solid Copper

Ground Wire

Hex Head Nut

Flat Washer

Pole Base Plate

Flat Washer

Leveling Nut

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-14

NOT TO SCALE

TYPE "D" SIGNAL BASE

Lock Washer

7 - #8 Vertical

bars evenly spaced

ANCHOR BOLT DETAIL

TYPE "D" SIGNAL BASE NOTES

1. Anchor bolt size, anchor bolt protection, and bolt circle

shall be as shown on approved pole drawings.

2. Anchor bolts and conduit shall be held rigidly in place before and during

concrete placement. Anchor bolts shall be set in place by means of a template

constructed to space the anchor bolts in accordance with the pattern as shown

on the manufacturer's approved pole drawings. The center of the template shall

correspond to the center of the base.

3. Concrete shall be consolidated by an internal vibrator.

4. Set top of base 4" above grade if in parkway away from sidewalk and form the final 12"

of base square. If base is adjacent to or in sidewalk, form the final 6" of base square after

the post and mast arm has been set and plumbed. Final top elevation shall match sidewalk.

5. Install preformed expansion material where base abutts sidewalk/concrete.

6. Conduits shall extend a nominal 2" above the base.

40'-45'2.6910'D-10

12'D-12 3.21 50'-55'

TYPE

D-8 8' 2.16

ARM

LENGTH

Cu. Yd.

CONCRETE

DEPTH

"X"

30-35'

7 - #8 Vertical

bars evenly spaced

Attach to post ground lug.

Mast arms are ordered in 5' increments.

Mast arms 60' or longer require a special base design.

3/4" X 10' copper clad

ground rod with corrsion

resistant ground clamp

D-5 5' 1.38

25'

or less

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-15

CONTROLLER BASES

NOT TO SCALE

4" PCC Apron

Dimensions

C

Conduit extends 1"

above base

1" PVC conduit w/#6

bare copper ground wire

Anchor bolts as

specified by manufacturer

T

H

Y

X

24"

Cabinet doors swing to the

back of the pad.

36"36"

Conduit as specified

on the plans

Anchor bolts & pattern

as specified by cabinet

manufacturer

D

W

Cubic Yards Concrete

BSB

1.83 1.70 1.65

B BS C

36"30"30"W

D 30" 30" 30"

8"21"28"H

T 64" 57" 44"

108"102"102"X

Y 78" 78" 78"

4"

D

2.57

D

54"

36"

8"

44"

126"

84"

1.23 1.10 1.02 1.83

With

Apron

Without

Apron

Install ground rod on

this side of base

4"

4" Type 1

Aggregate Base

3/4" X 10' copper clad ground rod

with corrsion resistant ground clamp

Conduit as specified

on the plans

24"

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-16

NOT TO SCALE

TRENCH AND CONDUIT DETAIL

Warning Tape

6" White Sand

Pull Rope

Fill Material

PAVED SURFACE

Warning Tape

6" White Sand

Conduit

Fill Material

20" min.

Cable Hooks

9" Deep Concrete Pad to

Extend 12" on All Sides

(Preformed Handholes)

#12 Stranded Copper

Trace Wire

NOTES:

1. All conduit in trench, except interconnect conduit, shall be Schedule 40 PVC, unless otherwise specified.

2. Interconnect conduit shall be continuous Schedule 40 Heavy Duty Polyethylene, orange in color.

3. Trench shall be a minimum of 20" deep and shall be free of rocks and debris.

4. The conduit shall be covered with 6" of white sand if under non-paved surface and 1/2" clean rock fill if under paved surface..

5. Interconnect conduit shall be marked with an orange marking tape provided by the City.

6. The trench shall then be backfilled with material free of large rocks, broken concrete, and other debris.

7. A green jacketed #14 stranded copper trace wire shall be installed in all interconnect conduit.

8. Do not ground trace wire nor extend into controller cabinets.

9. No splices will be allowed in HDPE conduit.

20" min.

NON-PAVED SURFACE

1/2" Clean

Rock Fill

1/2"-3/4"

Clean Rock

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-17

SIGNAL PHASING LAYOUT

NOT TO SCALE

Ø4

Ø6

Ø8

Ø2

N

31

81

82

62

61

11

51 21 22

71

41

42

51

21

22

62 61 11

82

81

31

42

41

71

43

64

44

63

44

23

43

24

84

63

83

64

83

24

84

23

NB

NBLT

SB

SBLT

EB

EBLT

WB

WBLT

Ø2

Ø5

Ø6

Ø1

Ø8

Ø3

Ø4

Ø7

52

32

72

12

Ø3

32

Ø5

52

Ø1

12

Ø7

72

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-18

DETECTOR LOOPINSTALLATION

NOT TO SCALE

Pull Box

DETAIL "A"

DETAIL "A"

12"

WH

IT

E

BLA

CK

See plans for size, number,

and location of loops.

3 1/2"

6"

PVC

1 1/2"

Conduit as shown

on the plans

Asphalt

Surface

Concrete

Surface

Conduit for homerun shall be installed

6" from gutter flag and 3 1/2" deep in

asphalt surface. If driving surface is

concrete, conduit may be installed at

face of curb 1 1/2" deep.

Cable to be placed in sawed slot in a figure

eight manner using two turns of cable,

resulting in a 2-4-2 configuration.

Twist homerun cable 3 turns per foot.

12

"

Overlap saw cuts to ensure full depth at corners.

Cut 45 degree corners as shown.

3 1/2" Asphalt

1 1/2" Concrete

Fill slot as specified

by sealant manufacturer

Sealant - as specified

on plans

Cable-No. 14 AWG,

THHN Stranded,

color coded

Lanes shall be designated from right to left,

with the curb lane being lane 1.

Black cable shall be used for lane 1, white for lane 2,

red for lane 3, and blue for lane 4.

RE

D

BLU

E

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-19

PEDESTRIAN PUSHBUTTONS

NOT TO SCALE

Sid

ew

alk

Pushbutton

Sidewalk

90°

90°

Sid

ew

alk

Pushbuttons

Sidewalk

42"

Rule of Thumb: Install the Pushbutton at

90 degree angle to the alignment of crosswalk

it serves, 42" above sidewalk grade. Install on

the faces adjacent to the sidewalk.

Example 1

Post at back of Sidewalk

Example 2

Sidewalk back of Post

90°

90°

Signal Posts

Signal Posts

Pushbutton

DEPARTMENT OF PUBLIC WORKS

SPRINGFIELD, MO.

ADOPTED:

TS-20

SPAN WIRE DETAILSWOOD POLES

NOT TO SCALE

Gro

un

d L

in

e

4' M

in

.*

Co

nd

uit C

la

mp

In

sta

ll

Ho

rizo

nta

l

Drip

L

oo

p

Ba

ckp

la

te

5"

5"

Tu

rn

bu

ckle

40

' M

in

. P

ole

C

la

ss 4

40

' M

in

. P

ole

C

la

ss 4

16' Min.-19' Max.

Ho

rizo

nta

l

In

sta

ll

33° Min.

30

' M

in

.

6"

5' N

orm

al

Sa

fe

ty S

witch

42

"

Pu

sh

bu

tto

ns

3" C

on

du

it

Wire

R

op

e C

lip

Tu

rn

bu

ckle

10

' T

yp

.

Se

e P

la

n

Le

ve

l L

in

e

Wire

R

op

e C

lip

1" C

on

du

it

1" C

on

du

it

3/4

"x1

0'

Gro

un

d

Ro

d a

nd

Cla

mp

18

" B

elo

w

To

p o

f

Cu

rb

Bu

tt G

ro

un

d #

6

AW

G B

are

Co

pp

er W

ire

in

1/2

" C

on

du

it

Me

te

r(s)

Lig

htin

g

Co

ntro

lle

r

Lig

htin

g

Disco

nn

ect

Se

co

nd

ary

Se

rvice

Dro

p

Me

te

r

Po

le

1" C

on

du

it

14

"x1

4"x7

"

Ju

nctio

n B

ox

Pla

stic

Gu

y

Gu

ard

In

sta

ll 1

4'-2

"

Co

nd

uit

w/4

-1

c#

8 L

ig

htin

g

Ca

ble

s

1" C

on

du

it

w/2

-1

c#

6 P

ow

er

Ca

ble

s

3" C

on

du

it w

/S

ig

na

l

Se

rvice

C

ab

le

s

Te

mp

ora

ry W

oo

d

Fra

me

Ba

se

Typ

e 1

70

Co

ntro

lle

r

3" C

on

du

it

w/S

ig

na

l

Se

rvice

C

ab

le

s

Co

nd

uit C

la

mp

s

6' M

ax.(T

yp

.)

2' C

on

du

it

w/L

ig

htin

g

Ca

ble

s

We

ath

erh

ea

ds

at T

op

o

f

Co

nd

uits

(T

yp

)

35

' M

in

. P

ole

Cla

ss 4

Do

ub

le

G

alv. 3

/8

"

Ste

el G

uy W

ire

7

Stra

nd

ed

H

ig

h

Stre

ng

th

Au

to

ma

tic G

uy

De

ad

en

ds

w/S

ervice

S

le

eve

1" C

on

du

it fo

r

Pu

sh

bu

tto

ns

3/8

" A

uto

ma

tic

Ja

w-T

yp

e C

ab

le

Fittin

g w

/ S

ho

rt B

ail

40

0 W

att H

.P

. S

od

iu

m

Lu

min

aire

, A

rm

&

B

ra

cke

t

Mo

un

te

d to

g

ive

Ma

xim

um

H

eig

ht (T

yp

)

No

n-C

orro

sive

Ca

ble

H

an

ge

rs

@ 1

2" C

en

te

rs

Do

ub

le

G

alva

nize

d

1/4

" S

te

el T

eth

er W

ire

10

' T

yp

.

Sta

bilizin

g W

ire

&

C

la

mp

w

/

Qu

ick D

isco

nn

ect P

ro

visio

ns

Se

rvice

Sle

eve

Do

ub

le

G

alva

nize

d-3

/8

"

Ste

el S

pa

n W

ire

-7

S

tra

nd

Hig

h S

tre

ng

th

Sp

an

W

ire

C

la

mp

w/ D

isco

nn

ect

Ha

ng

ers

NO

TE

:

Place pole 4' in ground m

inim

um

.

Add 1' depth for every 5' in excess of 20' pole length.

An

ch

or

as R

eq

uire

d

Au

to

ma

tic G

uy

De

ad

en

d

33° Min.D

ou

ble

G

alva

nize

d

3/8

" S

te

el G

uy W

ire

-

7 S

tra

nd

H

ig

h S

tre

ng

th

(T

yp

.)

Do

ub

le

G

alv.

3/8

" S

te

el G

uy

Wire

7 S

tra

nd

ed

Hig

h S

tre

ng

th

Stra

in

In

su

la

to

r/

Au

to

ma

tic G

uy

De

ad

en

d

35

' M

in

. H

t.

Po

le

Cla

ss 4

Se

rvice

Sle

eve

Au

to

ma

tic

Gu

y D

ea

de

nd

Mo

un

t 2

6.5

' M

in

. A

bo

ve

G

ra

de

Atta

ch

me

nt/G

uy H

oo

k

Ho

ok &

E

ye

T

urn

bu

ckle

with

9

" T

ake

-u

p (T

yp

.)

Pla

stic G

uy

Gu

ard

Sa

g D

ista

nce

5%

o

f S

pa

n

Cla

mp

(T

yp

.)

5

8

" G

alva

nize

d

Th

im

ble

ye

B

olt w

/

Ga

lva

nize

d N

ut a

nd

2

1

2

" G

alva

nize

d

Cu

rve

W

ash

er

42

"