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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
"