HomeMy WebLinkAbout2012-13/4" x 6" Galvanized fully
threaded stud (Total of 4) .
Finish
Grade
Mortar
3/4" x 18" Anchor Bolts —
Thread 6", with 2 nuts and
2 washers each. Length
does not include 211 or 4"
900 bend (Total of 4) .
I
18"
1 1/2" Maximum
3/4" Steel sleeve nut
4" Minimum length
(Total of 4) .
Threaded stud and anchor bolts
shall thread into sleeve nut
a minimum of 1 1/2"
See ES -6A for notes, other details and dimensions.
FOUNDATION FOR TYPE !—A STANDARD
No Scale
CONDUCTOR
SCHEDULE
DIMENSIONS PLACEMENT
0
CIRCUIT'
RUNS
A A A A A A
�1� X22 �3� 14\ �� /6\ it �8
L-� L-� L-.� L-.� L-� L-.� L-�
IJ&
-
a
"A"
"B"
3
3
3
6
3
—
5
0 2 VEHICLE
— TV -1—T 4 P -1—T
3
3
3
3
6
3
15
8
a
0 4 VEHICLE
e
3
3
3
3
6
3
a
3
a
0 5 VEHICLE
1 1/2" Maximum
3/4" Steel sleeve nut
4" Minimum length
(Total of 4) .
Threaded stud and anchor bolts
shall thread into sleeve nut
a minimum of 1 1/2"
See ES -6A for notes, other details and dimensions.
FOUNDATION FOR TYPE !—A STANDARD
No Scale
A
IXI Indicates existing conduit run.
eIndicates new conduit run.
NOTES: CONDUCTOR SCHEDULE,
1. Abandon conduit runs and Lgi. Remove and discard existing conductors and
D.L.C. in runsLT LBS , Lg� and home run `�►� .
2. Reprove and discard existing pull boxes at existing Pole %')and existing Pole 02
3. Install new #5 pull boxes w/extensions at new Pole 01 and new Pole 02 .
4. Install new conduit runs ,& and A, and for $8 advance loop detectors.
5. Install all new conductors and D.L.C. in new conduit runs U, Qg , and
existing conduit run L j�� and in home run L6\, per CONDUCTOR SCHEDULE.
POLE AND EQUIPMENT SCHEDULE
CONDUCTOR
SCHEDULE
DIMENSIONS PLACEMENT
A.W.G.
OR
D.L.C.
CIRCUIT'
RUNS
A A A A A A
�1� X22 �3� 14\ �� /6\ it �8
L-� L-� L-.� L-.� L-� L-.� L-�
IJ&
SIG.
1 VEHICLE
"A"
"B"
3
3
3
6
3
—
5
0 2 VEHICLE
— TV -1—T 4 P -1—T
3
3
3
3
6
3
15
8
3
0 4 VEHICLE
3
3
3
3
3
6
3
3
3
0 5 VEHICLE
3
3
3
6
3
3
0 6 VEHICLE
3
3
6
0 2 PEDESTRIAN
2
2
2
2
2
4
2
2
2
#14
0 4 PEDESTRIAN
2
2
2
2
4
2
2
0 6 PEDESTRIAN
2
2
4
0 2 P.P.B.
1
1
1
1
1
2
i
1
1
0 4 P.P.B.
1
1
1
1
2
1
1
0 6 P.P.B.
1
2
SPARES
3
3
3
3
3
6
3
3
3
TOTAL #14
9
15
21
261
27
541
21
15
9
P.P.B. COMMON
1
1
1
1
1
2
1 1
1
1
#12
TOTAL #12
1
1
1
1
1
2
i
1
i
SIGNAL COMMON
1
1
1
1
1
2
1
1
1 1
X10
LUMINAIRES
2
2
2
2
2
TOTAL #10
1
1
1 1
3
2
3
3
3
G.F.C.I. GROUND
1
1
1
#8
SIGNAL SERVICE
2
2
2
TOTAL #8—
—
—
—
3
3
3mum
—
1 DETECTOR
1
1
4 DETECTOR
1
1
D.L.C.
5 DETECTOR
i
1
1
i
8 DETECTOR
3
3
3
3
TOTAL D.L.C.
—
—
1
1
2
6
4
4
4
CONDUIT SIZE
1.5
1.5
1.5
1.5
2"
3"
2"
3"
3"
A
IXI Indicates existing conduit run.
eIndicates new conduit run.
NOTES: CONDUCTOR SCHEDULE,
1. Abandon conduit runs and Lgi. Remove and discard existing conductors and
D.L.C. in runsLT LBS , Lg� and home run `�►� .
2. Reprove and discard existing pull boxes at existing Pole %')and existing Pole 02
3. Install new #5 pull boxes w/extensions at new Pole 01 and new Pole 02 .
4. Install new conduit runs ,& and A, and for $8 advance loop detectors.
5. Install all new conductors and D.L.C. in new conduit runs U, Qg , and
existing conduit run L j�� and in home run L6\, per CONDUCTOR SCHEDULE.
POLE AND EQUIPMENT SCHEDULE
N0.
STANP50
DIMENSIONS PLACEMENT
YEH . SIGNAL MTG . W0NX
P.P.B.
H.P.S.
LUMINAIRE
TYPE
SIG.
LUN. N.A.
"A"
"B"
MAST ARM POLE MTG .
ARROW
1
1—A
—
5
3
— TV -1—T 4 P -1—T
2
-40-
4►
—
2
29-5-80
29-5-80
15
8
3
MAS/MAS SV—i—T 2 P -1—T
J
4
-4 ,
200W
►If'1TCf+• nf%l C A w1f1 Cf%l ITMIMIT Cr%uc'rll 11 C
i. Remove ana salvage existing Pole i I ano equipment. Remove completely ola foun-
dation. Backfill hole with compacted Class II Aggregate Base.
2. Install new Pole Q and equipment on new foundation per plan.
3 . Remove and salvage existing Pole 3 and equipment. Pemove completely old foun-
dation. Backfill hole with compacted Class II Aggregate Base.
4. Install new Pole U2 and equipment on new foundation per plan.
5. Salvaged poles and equipment shall become the property of the Contractor.
1►1n1rCL%• CV T CT T L1f_% r1f%1 Cn
I . Reprove and salvage existing Phase 5 vehicle signal head from existing Pole 1,
2. Reprove and salvage existing TV -1-T vehicle signal mounting and Phase 6 vehicle
signal head from existing Pole %4 Install new TV -2-T vehicle signal mounting
on existing Pole % 4J . Install new tri -arrow Phase 5 vehicle signal head and
%salvaged Phase 6 vehicle signal head on new mounting.
3 . Remove and salvage existing Phase 5 vehicle signal head from existing Pole t
4. Salvaged equipment shall become the property of the Contractor.
FOOTHILL
UJ
Z
W
L JA
NI Q
LL
rr
A
STRIPING PLAN
Scale: i" = 20'
NOTES: STRIPING
Q --- Remove existing crosswalk stripe by grinding.
n2 -- Install new crosswalk stripe. (Thermoplastic)
- 44
I2II111:I111
BOULEVARD
rev 1 -*— � 04
013
w ( 01 04P
4rsU
1Q6lE 02 MS6A 146/8
I
Steady Demand Sequence
TRAFFIC PHASE DIAGRAM
L EXISTING SERVICE
^ EQUIPMENT ENCLOSURE
P Lsa
Ix l
18 I 4;
06
i116
- 4,
O
2' C-2 DLC
2' C -i DLC
TRAFFIC SIGNAL PLAN
Scale: 1" = 20'
or-
QApFESSIp
S • ejs < Fti
CD ' m
Q X
No . 13493
* EXP. 3-31-93
��, C�vsA- �yt
C Al -If
BOULEVARD
GENERAL NOTES
i. The exact location of all relocated and new traffic signal equipment shall be as
directed by the State's representative.
2. All work, material, and equipment shown on this plan shall conform to the requi-
rements of the Stade of California, Department of Transportation, Standard
Plans and Specifications (January 190 and the Special Provisions.
3. The Contractor shall iftstall sufficient sensor units into the existirg control-
ler to accomplish this mddification.
4. Existing signal shutdowns for work shown'on this plan shall be as specified in
the permit and as directed-4iy the State's representative.
S. The State's representative shall be notified 48 hours prior to performing any
Mork that may cause damage to the existing signal system so that immediate adj-
ustments or repairs can be made to maintain the system in operation.
6 . At the completion of work. it shall be the permit applicant's responsibility to
provide one (1) reproducible and three (3) blueline sets of 'as -built" plans.
.rl-