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Steady Demand Sequence
00
STREET NAME SIGN LEGEND DETAIL
P HAS E DIAGRAM
t t
cUj r 1 1 Sp Y' ( 3 3
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t t t �417U +-- n-
tr r
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7 LR1 i r
No. 6 pull box 3 2 �„�
NINETEENTH �� TR EET (STATE ROU 30)
B r i ` R/W
4 ' rr
R/Wt D 731 143'
/ ►
i I I� I SP
4p;0 I rf 9J8 t 08 ` PCC walk 60
�- R W A 6P 6p Qf 6 19 0 r- 2�
YJD6it 1R34 r 05
VNo.No. 6 pull box
A f � Red curb
------------------------------ G------ ---- ---b- -------------- ---- -- ---------------�' G---- --=---�- - ------ - -- -------------------
06 �� I I C
Cq
J
10
30 I I n N
N G'O 1 5' 00 I r N
i�i I I
r
/ i I JD5
N rn // I r ti CD
/ ► r EVPE
zo 15' 30
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N �2 � t
J / :D I
N I r
-� ----------------------------------------- --------------- _ ---
_ SD � - N
`\ r No. fi pull box
----
W41 CITY OF RANCHO CIICAMOIVGA No. 6 pull box ------------- - 8" w--------------- -------- ------------------ ----
1 6 See detail for installation __-__ _ 16" W ___-- ____ _-- _-- -------- -------------------------
_.,
of 1.5" conduit along - .__.�.__..—__._..___-____—_ _�_�.�._�_ . ,
C/TY OF UPLAND -� 02 See Note No. 6
bridge failing .{}. 02
15 14 1 2p 2p Q
�..� \ 4p 04 04 04 SP/ N
PCC walk tet• .
R345 PCC walk
R/W 8 >' V, ,/
R/W
J* E / Q
600' 135' i 210' - - F i z
IPO
- - - - G EVPE 6 See Note No. 7 O
8J7U U
LJ
7 No. 6 pull box a U
t J
O
Y M 11 tY ►� U
O Z
EVPE Detector 3 a 1 1 3 3 Q
12' 13' 10' 13' 12'
a a U p
State approved concrete expansion
anchor at 10-foot maximum on
t
centers. �j
Holes for anchors shall be drilled Ef ET r
with nonpercussion type drill. The
8J 6L
anchor shall be relocated when EVPE DETECTOR SCHEDULE
reinforcing steel is encountered. Q �2 t t
The abandoned hole shall be POLE LOCATION DIRECTION FACING PREEMPT M
7-
plugged with color matching P.C.C.
PHASE NUMBER �-
mortar. O E Eastbound 2 e 5 t t
- - G Northbound 8
1 1/2" Conduit
Mast Arm 4'
t 3" conduit with
8J6U 1/47 pull rope
Not to Scale Not to scalp
Ot
BRIDGE RAILING CONDUIT DETAIL EVPE DETECTOR MOUNTING DETAIL N
t
Proposed So. Cal. Edison Co.
underground service vault
SEAL
20 0 20 40
SCALE IN FEET tD
CITY OF RANCHO CUCAMONGA to
M_
APPROVED BY: DATE:
V
R.C.E. NO.
CITY ENGINEER •
SENCH MARK V106
REVISIONS PLANS PREPARED EY DDA�N BY: REVIEW BY c1Tv STAPH � 1 •
A P �O V � D � Y . ►WATER DRA�►lt�'S W. �
LOCATOON: Antt ®nT� RAL 1 10aoA APP'vD 4�oIF-$8/0 T K DEPARTMENT �rru�� D� I
00 n RLB FRISCH I R 9 SSOCIRTCS � F
Ed�T TE
�� �� Res �F DEsi®a BY:
14431 HAMLIN STREET - VAN NUYS.CALIFORNIA 91401 � �'P �yy� WATER DEPOT.
�o my B B SHE-ET LLJ
8181785-1578 213/873.1 578 W p rn FIRE DEPT. 0 K A F F I C I L L
CHECKED 0T: ► ATE {
P N PREPARED UNDER HE SUPERVISION OF: DATE No. 9141 C I T E ld I N E ER . C . E .CEI O EXPO
� EXP. 12-31-92 B B TRAFFICAPPROVED BY; MIN
OF 3 SHEETS �
4/4 OET" EENTOH" STPREET [ 'NTATE ROUTE 301 � —
0 \srcivil_ �;a Dr. SEJELWER DRAWING NO.
DONALD FRtSCHER, REGISTERED CIVIL ENGINEER NO. 9141 '�Y "' ®�/11�+lAGiE ---- ®
• �i ,,APIPHIRE TET1�IATER UTILITY DIRECTOR DATE � �
i
FEW
1
120/240V 3 WIRE SERVICE SIGNAL AND POLE SCHEDULE NOTES
LOCATION SIGNAL STANDARD VEHICLE SIGNAL MOUNTING PEDESTRIAN PEDESTRIAN INTERNALLY
1 2 SIGNAL PUSHBUTTON ILLUMINATED
Signal Luminaire Interior End MOUNTING STREET NAME 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL
Type Mast Arm Mast Arm HPS Pole Mast Arm Mast Arm Phase Arrow SIGN LEGEND*
MATERIALS AND EQUIPMENT AND SHALL PERFORM ALL LABOR
3 3 IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF
''• D • . 4 SN 4 4Baywood Way CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
D A 26-4-80 40' 12' 200W SV-1-T MAS MAS SP-1-T 4p d� Sapphire St STANDARD SPECIFICATIONS, DATED JANUARY 19889 AND
' `� 6600 STANDARD PLANS, DATED JANUARY 1988, UNLESS NOTED
Oft
• � ' OTHERWISE ON THE PLAN OR IN THE SPECIAL PROVISIONS.
. D
Galvanized full 4 B 1-A - - - TV-1-T - - SP-1-T 6p --
3/4 x 6 Gal y 19th St 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
threaded stud (Total Of 4). 240V Spare 120V Signals C 17-2-80 20' 12' 200W SV-1-T - MAS SP-1-T 6p �' $200 VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND
DETAIL P 12OV IISNS _ - - _ _ - -- FACILITIES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM
120V Lighting 120V 11SN.S Flashing6eClCOn D 1-A TV-2-T SP-1-T 8p DAMAGE.
CALL UNDERGROUND SERVICE ALERT AT
Finish Mortar 120V Spare 4 Sapphire St 800/422-4133. THE CONTRACTOR SHALL BEAR THE TOTAL
$
Grade E 26-4-80 40' 12' 200W SV-1-T MAS MAS SP-41-T 8p Baywood Way EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND
�
FACILITIES DAMAGED BY HIS OPERATIONS. THE CONTRACTOR
1 1/2' Maximum
9 6600 SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES AND OWNERS
F 1-A - - - TV-1-T - - SP-1-T 2p - OF PRIVATE FACILITIES WITHIN THE AREA OF CONSTRUCTION
• AT LEAST TWO WORKING DAYS IN ADVANCE OF PERFORMING
° G 17-2-80 15' 12' 20OW SV-1-T - MAS SP-1-T 2p 19th St ANY WORK WITHIN THE AREA.
8200.
" , TYPE III-CF SERVICE CABINET WIRING DIAGRAM H 1-A - - - TV-2-T - - . SP-1-T 4p �' -- 3. THE CONTRACTOR SHALL ASSUME FULL RE§PONSIBILITY FOR
18 ° 3/4 Steel sleeve nut _ _ - _ _ _ _ _
** THE CONDITIONS OF THE PROJECT SITE DURING THE COURSE
° . v °, _ 4" Minimum length For Legend See ES-2E I 1-A OF CONSTRUCTION, INCLUDING THE SAFETY OF ALL PERSONS
(Total of 4). * -' AND PROPERTY.
• * See Detail THIS REQUIREMENT SHALL APPLY
" v' ° D **See Caltrans Standard Plans ES-3C and S- CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
3/4 x 18 Anchor Bolts
• HOURS. THE CONTRACTOR SHALL HOLD THE CITY AND STAT
Thread 6 ,with 2 nuts and ° °
Threaded stud and anchor bolts AND THEIR ENGINEERS HARMLESS FROM ANY AND ALL
2 washers each. Length • v ' •° shall thread into sleeve nut
• " " LIABILITY IN CONNECTION WITH THE PERFORMANCE OF THE
does not include 2 or 4 o ° .° a minimum of 1 1/2"
WORK, EXCEPT FROM LIABILITY ARISING FROM THE SOL
bend (Total of 4).
NEGLIGENCE OF THE CITY, CALTRANS, OR THEIR ENGINEE
90'
Not to Scale
CONDUIT AND CONDUCTOR SCHEDULE 4. A MINIMUM OF ONE TRAFFIC LANE IN EACH DIRECTION ON
NINETEENTH STREET SHALL REMAIN OPEN TO THE PUBLIC AT
A.W.G PHASE CIRCUIT RUN ALL TIMES, UNLESS APPROVED OTHERWISE BY THE ENGINEER.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
See ES-6A for notes, other details .and dimensions. 5. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE
. 1 Signal 3 3 3 3 3 3 3 3 6 - - - - - - - - - - - -
PRECISE INSTALLATION LOCATIONS OF ALL TRAFFIC SIGNAL
2 Signal - - - - 3 3 3 3 3 - - - - - - - - - - - - EQUIPMENT PRIOR TO INSTALLATIONS.
4 Signal - - - - 3 3 3 - 3 - - - - - - - - - - - -
FOUNDATION FOR TYPE 1 -A STANDARD � 5 Signal 3 - - - 3 - - - 6 - - _ _ _ _ _ _ _ _ _ _ 6. THE CONTRACTOR INSTALL A STATE-FURNISHED MODEL 332
CONTROLLER CABINET.
6 Signal 3 3 3 3 - - - - 3 - - - - - - - - - - - -
8 Signal 3 3 3 - - - - - 3 - - - - - - - - - - - - 7. INSTALL A TYPE III-CF, DUAL METER, 120/240-VOLT SIGNAL
2p Signal nal - - - - 2 2 2 2 2 _ _ _ _ _ _ _ _ _ _ _ _ AND LIGHTING SERVICE WITH A 50-AMP, SIGNAL CIRCUIT, A
15-AMP, FLASING BEACON CIRCUIT, AND A 15-AMP, SIGN
4p Signal 2 2 2 - 2 2 2 - 4 - - - - - - - - - - - - LIGHTING CIRCUIT ON ONE METER; AND A 30-AMP, STREET
No. 14 6p Signal 2 2 2 2 - - - - 2 - - - - - - - - - - - - LIGHTING CIRCUIT ON THE OTHER METER. INSTALL A DUAL
PEU PEU 8p Signal 2 2 - - 2 2 - - 4 - - - - - - - - - - - -
TYPE III PEC WITH A DUAL PHOTOELECTRIC UNIT MOUNTED ON
TOP OF POLE E.
2p PPB - - - - 2 2 1 - 2 - - - - - - - - - - - -
{ 4p PPB 1 1 1 1 1 1 1 1 2 - - - - - - - - - - - 8. DETECTOR LOOPS SHALL BE CENTERED IN THE LANE AND
6p PPB 2 2 1 - - - - - 2 _ _ _ _ _ _ _ _ _ _ _ _ SHALL BE 6-FEET BY 6-FEET, SPACED 10 FEET APART, UNLESS
NOTED OTHERWISE.
8p PPB I - - - 1 - - - 2 - - - - - - - - - - - -
•n PPB Common 1 1 1 1 1 1 1 1 2 - - - - - - - - - - - - 9. ALL VEHICLE SIGNAL HEADS SHALL HAVE VISORS AND
120 volt service c o c 120 volt service BACKPLATES. ALL MAST-ARM MOUNTED AND ARROW SIGNAL
J 0 o Z J Flashing Beacon - - - - 2 2 2 2 2 - - - 2 2 2 2 - - - - -
SECTIONS SHALL BE 12-INCH. aLL OTHER VEHICLE SIGNAL
Spares 2 3 3 3 3 3 3 3 6 - - - - - - - - - - - - HEADS SHALL HAVE 8-INCH SECTIONS. ALL PEDESTRIAN
SIGNAL HEADS SHALL BE TYPE A WITH INTERNATIONAL
TOTAL 26 22 19 13 28 24 21 15 54 - - - 2 2 2 2 - - - - - MESSAGE SYMBOLS. ALL PEDESTRIAN PUSH BUTTON SIGNS
SHALL HAVE THE MESSAGE SYMBOLS.
to IISNS to luminaires No. 12 Sign Lighting 2 2 2 2 4 2 2 - 4 2 - - - - - - - - - - --
10. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE
Luminaire 2 2 2 2 4 2 2 _ .... 2 _ _ _ _ _ _ _ _ _ _ _ TYPE A AND SHALL CONFORM TO THE PLAN DETAIL AND THE
No. 10 SPECIAL PROVISIONS.
• Signal Common 1 1 1 1 1 1 1 1 2 - - - - - - - - - - - -
11. THE CONTRACTOR SHALL FURNISH AND INSTALL AN OPTICOM
CONTACTOR CONTACTOR TOTAL 3 3 3 3 5 3 3 1 2 2 - - - - - - - - - - - TRAFFIC CONTROL SYSTEM MANUFACTURED BY 3M COMPANY, AS
FOLLOWS:
1 Loop Detector 2 - - - - - - - 2 - - -
test switch2 Loop Detector - - - - 3 3 3 3 3 - - - 2 2 1 - - _ _ _ _ MOUNT ONE EACH, MODEL 105 OPTICAL DETECTOR ON THE
POLES SHOWN IN THE EMERGENCY VEHICLE PREEMPTION
4 Loop Detector 3 3 3 - - - - - 3 - - - - - - - 2 1 - - - EQUIPMENT (EVPE) DETECTOR SCHEDULE. SEE PLAN DETAIL.
• DUAL PEC WIRING DIAGRAM D.L.C. 5 Loop Detector - - - - 2 2 2 2 2 - - - 1 - - - - - - - -
INSTALL MODEL 138 EVPE CABLE TO THE RUNS SHOWN IN THE
6 Loop Detector 3 - - - - - - - 3 - - - - - - - - - 2 2 1 CONDUCTOR SCHEDULE.
8 Loop Detector - - - - 3 3 - - 3 - 2 1 - - - - - - - - -
INSTALL 2 EA. 3M MODEL 262 PHASE SELECTOR MODULES,
TOTAL 8 3 3 - 8 8 5 5 16 - 2 1 3 2 1 - 2 1 3 2 1
Clark sockets ®S" for Signs
No. 16 Signal Service - - - - - - - - 2 2 - - - - - - - - - - -
OC �for ( inp� 12. THE CONTRACTOR SHALL INSTALL THE SIGNS SHOWN ON THE
Controller Cabinet
PLAN. ALL OTHER SIGNS, AND ALL STRIPES AND PAVEMENT
MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE
. No. 8. Equipment Ground - - - - - - - - 1 1 - - - - - - - - - - -
STRIPING AND SIGNS PLAN.
fittermtt ® Opticom EVPE Detector - - - - 2 1 1 - 2 -Slip - - - - - - - - - - -
top 9n of si 1d standmi i+ Condult outl®t body to
Model 138 Cable
Conduit Size 31# 2.5 3 1.5 3 3FA, 311, 2"2@3" 1.5 1.5 1.5 1.5 1.5 1.5 1.5111.5111.5,11.5" 1.5 1.5
DUAL PHOTOELECTRIC UNIT MOUNTING DETAIL
O
SEAL
' ..a
co
CITY OF RANCHO CUCAMONGA co
M
APPROVED BY: DATE: ~
� Q
R.C.E. NO. ~
CITY ENGINEER
WATER DRAWING NO.
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: REVIEW BY CITY STAFF APPROVED BY :
FE88 T K 0 F UPLAN' D
o r
• MARK DATE RMIA� DESCRIPTION DAT APP VD 000OLD
FRISCHER 9 ASSOC101 IS 0 FR/ DEPARTMENT INITIAL DATE V
LOCATION. I' SHEET Lid
Q. ''1v S E+ DESIGN BY:
14431 HAMLIN STREET • VAN NUYS.CALIFORNIA91401 �~'�R ��y� B B WATER DEFT.
TRAFFIC SIGNAL PLAN
2 O
8181785.1578 2131873.1578 tea t FIRE DEPT. CITY ENGINEER R . 0 '� 15033 EXP , DATERO /
P PREPARED UNDER THE SUPERVISION OF: DATE s141 t' ? C M E C K E D 0 Y: �,R . C . E .•. . fan I 30
• k rt 1 B B USTREET [STATEOF 3 SHEETS ! ®C
E"x�. sr. ,,T =, TRAFFIC APPROVED BY . Nnfl" ETEENTH a.
�/FPO � �' '4• RECOMMEJ�ED 8Y: V DRAWING N O.
_:4�Zi� /9� rq civlR: ��� SEWER
. ���
r�o�cat.
Y
SAP" PHIRE
T
E
E
A �
ELEV. HALO FRtSCHER, EGISTERED CIVIL ENGINEER NO. 9141 �`�._..,r DRAINAGEIWATER UTILITY DIREcTcR DAT E
AND
,
W41 rr It NOTES
ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE DONE IN
rl COMPLIANCE WITH THE CONDITIONS OF THE LANE CLOSURE
Ir
AND ENCROACHMENT PERMITS TO BE OBTAINED BY THE
M II CONTRACTOR FROM THE STATE OF CALIFORNIA DEPARTMENT
° II OF TRANSPORTATION (CALTRANS) AND FROM THE CITIES OF
o I tl I UPLAND AND RANCHO CUCAMONGA.
m 11' 22' (f 22' 11'
n 2. TRAFFIC SIGNS SHALL BE REFLECTORIZED AND SHALL
u CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS,
It DATED JANUARY 1988. SIGNS SHALL BE INSTALLED IN
ii ACCORDANCE EDITH THE REQUIREMENTS OF CALTRANS
tl STANDARD PLANS, DATED JANUARY 1988.
u
I l
rr 3. ALL SIGNS SHALL BE NEW EXCEPT AS NOTED. SIGNS
ii DESIGNATED "RELOCATE" ARE EXISTING SIGNS TO BE
II RELOCATED TO THE LOCATIONS SHOWN. IF EXISTING SIGNS
ii ARE DEEMED UNACCEPTABLE BY THE ENGINEER, THE
Ir CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNS.
n
tt SIGNS DESIGNATED "EXIST" ARE EXISTING SIGNS TO
+� REMAIN IN PLACE. SIGNS DESIGNATED "SALVAGE" SHALL
rr BE REMOVED AND DELIVERED TO A LOCATION SPECIFIED BY
W ii THE ENGINEER. SIGNS SHALL BE {COUNTED ON 4-INCH BY
W 4-INCH WOOD POSTS.
Q: If
u 4. TRAFFIC PAINT, REFLECTIVE MATERIALS, AND PAVEMENT
[R 216 MARKERS SHALL CONFORM TO THE CALTRANS STANDARD
rl SPECIFICATIONS. PAVEMENT DELINEATION PATTERNS
W 19' II 25. R26
SHALL CONFORM TO THE DETAILS IN THE CALTRANS
Join STANDARD PLANS A20-A, A20-B, AND A20-C. PAINT
•T� SHALL BE SOLVENT-BORNE, RAPID-DRY TYPE.
i N
(L N 5. CROSSWALK AND CHANNELIZING LINES AND PAVEMENT
Qft SYMBOLS SHALL BE THERMOPLASTIC. ALL OTHER PAVEMENT
m LINES SHALL BE PAINTED WITH TWO COATS OF
0
�. REFLECTORIZED PAINT. STRIPING SHALL NOT BE PLACED
° UNTIL SPOTTED, AND THE SPOTTING IS APPROVED BY THE
ENGINEER.
.6. MORD AND ARROW SYMBOLS SHALL BE WHITE AND SHALL
CONFORM TO THE DETAILS IN THE CALTRANS STANDARD
R261 PLANS A-24A, A-24B, A-24C, AND A-24D.
Zt- 16' 12' 16' R26
7. ALL CONFLICTING EXISTING STRIPING, PAINTED SYMBOLS,
co AND RAISED PAVEMENT MARKERS SHALL BE REMOVED.
PAINTED MARKINGS SHALL BE REMOVED BY WET
SANDBLASTING.
O N
w j N
0
o n.
� � o
Salvage R1 at
time of traffic R26
signal turn on BC .�
1n in 1n to R26
.,
to 1" `�", R/W NINETEENTH STREET (STATE ROUTE 30). 600' to BC
UVly UV1J
Exist R26 RAW Remove
R/W j m Exist. Red curb R41 Exist. R26 W1 1 R184 W41
_�,... 12" white
320' to EIC
--------- -----------------------------------. -- -- -- -- -- -- "�—
--------------------__-------'-_'__ f Join -� N Type N(E) r- 150' of Detail 38 �=
______________________________________________________-- �r c4 r �' 210' of Detail 22 i �L Type N(L)
.1
----------
`" � N Datail 8 � 120' of Detail 22 ------N---------------- Detail 8 N �_---------� _---
Join 245 of Detail 22 � Join
— — — — — — — _ VY—P
' Salvage W56 -- -- -- -- -- -- -- -- -- -
CITY OF RANCHO CUCAMONGA Type N-1 �t �- Join` N
W41 Exist. R26 Relocate CITY OF UPLAND Exist. R26 0
� R26 � Relocate R26 � •• {} N Exist R26
•- }- 17' white
i�movc
R/W g RAW
R26M R26
N J 0
N
o m ° Z 0
o � o� I
O rL
O 12' 13' 10' 13' 12' O
G� LL _
0 oz
Cq
o U It
0 U
R26
R26
i
18'too
,
I1 lUW
N
W41
SEAL
40 0 40 80
to
CITY OF RANCHO CUCAMONGA SCALE IN FEET cO
N
M
APPROVED BY: DATE:
Q
R.C.E. N0.
F-
CITY ENGINEER
BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: REVIEW BY CITY STAFF APPROVED BY :
DESCRIPTION � cy
%XAnRDIUMMNM
OC��I®�. MARK DATE �MULPP'VD QOfE$Ste) T KCITY OF
Fry/ DEPARTMENT INITIAL DATEMOLD FRISCHIR 9ASSOCIRIES
�
DESIGN BY: ,
0 y�s WATER DEPT. _ SIGNING ASID PAVEMEN' T ' DELINEATION2 PLAN � ��+E�T Im
14431 HAMLIN STREET - VAN NUYS.CALIFORNIA91401 os3 B
�3
818/785.1578 213/873.1578 wo m CHECKED �Y: FIRE DEFT. CITY 6 S 3 3 DATEETEENTH STREET _ 3
NL 9141 IT ENGINEER R . C . E . I 0 EXP , iTATE ROUTE 3
P N REPARED UNDER THESUPERVISION OF: GATE � QP _SHEETSVX4442
�
Ev. 1Q-s�-et B B TRAFFIC APPROVED BY:
RE O r.
lqr CIVI ►�' SEWER APPHIRE ® -� DRAWING0.
f OF CAUL -- .�
DONALD FRISCHER, REGISTERED CIVIL ENGINEER NO. 9141 DRAINAGE W l�T E R U T I L.I T Y DIRECTOR D ATE