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<NoDESCRIPTION OF REVISION DATE CITY
Y vI
ac . PAVEMENT DELINEATION DETAIL NUMBER t
Cl- SANSAN BERNARDINO ASSOCIATED GOVERN'WNTS
444 NORTH I �I �� SUITE 203 ARROWHEAD AVE
U
c F 300 mm WHITE LIMIT LINE OR CROSSWALK LINE (THERMOPLASTIC ) o
SAN BERNARDINO. CA 92401 j
DIRECTION OF TRAFFIC
CITY OF RANCHO CUCAMONGA
a
ARROWS AS DEPICTED ON PAVEMENT DELINEATION PLANS
..
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*trio 0
M
Q
` PAVEMENT DELINEATION
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SCALE Is 500
PD - 1x x �O Q�pFESS ISLLJ
H ` li
Q c+ APPROVED ENGINE# DATE Z
E. R. SIMON
f~ Es 24953 c�
vn
MIE
m DESIGN M.AN FAfto . RECOMMIDED
No. C037207 � A(� O
,� SANTELLE
# xp,6/30/00 MAW 685 EAST CARNEGIE DRIVE SUITE 210 y,�T v► O
ALL DIMENSIONS ARE IN sr, CIVIL \p ARLES sav BERNARDINO,ca s2�09 22 W O
THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. METERS UNLESS OTHERWISE SHOWN E.R.SI110AI •
� CAL IFCHECKED �C.
[. � ��� ORANIND INA, N I
E.R. slim S J O
DATE FILE NO O
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$
SCALE IS IN MILLIMETERS L 1 I � I � I � I TIME PLOTTED = Thu Jan 21 161 04: 58 1999 CU 08326
EA 443431
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22 STA 23+47. 82
--- _ t
-
A',D ACJ — — — — —
ASP'
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o PAVEMENT MARKINGS
' SIGNAL AHEAD'
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150 s 27 PDQ END LANE TAPER
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WWHITE LINE
Q 27 300 mm YELLOW DIAGONAL (45' )
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100 mm WHITE LINE TYPE M (L ) ARROW-' TYPE BZ (R) ARROW r
TYPE IQ (L ) ARRO
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Z 22 150+20
II 29 w II Y SEE CITY OF RANCHO CUCAMONGA `: DESCRIPTION OF REVISION DATE `r�� a a
II DAY CREEK BLVD PLAN i r
cc11 S FOR SAN BERNARDINO ASSOCIATED GOVERNMENTS
a 11 II CONTINUATION 444 NORTH ARROWHEAD AVE
I I cnU
J
co
SUITE 203 v
C 300 mm WHITE CHEVRONS 11 }. 11 SAN BERNARDINO, CA 92401
300 mm WHITE DIAGONAL (45' )
AT 6 m C-C o o II AT 10 m C-C - CITY OF RANCHO CUCAMONGA a
stdo
0
PAVEMENT DELINEATION
a SCALE 1 : 500
QaoFESS/0 PD - 2
o �
x APPROVED 8Y' DATE z
E. R. SIMON `' CITY ENGINEER RCE 21195 0
~ WC037207 m DESIGN PL� PWAsto sr
Ni ac No. A
# xp. / * ORA 1 665 EST CARNEGIE DRIVE C 92 UI T E M stEET > OI
ALL DIMENSIONS ARE IN sr CIVI \' 23 w o
THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. METERS UNLESS OTHERWISE SHOW , OF CALF CHECKED E.R.Snaw ORWING OL ►-
0 N ILGL �
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I'L sig an sou No p
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$
SCALE IS IN MILLIMETERS 1 I I 1 TIME PLOTTED - Thu Jan 21 160505 05: 05 1999 CU 08326 EA 443431
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0 0
t? J DESCRIPTION OF REVISION DATE
clTr
APPRWorED. �
SAN OERNARDW ASSOCIATED GOVERN ENTS
Q W 444 NORTH ARROWHEAD AVE }
W SUI E 203 cn
0 SAN BERNARDINO. CA 92401
rY CITY OF RANCHO CUCAMONGA
I tris
SIGN PLAN o
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HIGHLAND AVE AND DAY CREEK BLVD
0
U C �RpfESS /off ` SCALE 1 1 500 s'+ _ 1 a T
W ,
x APPROVED BYs 1 ; ; DATE
CITY ENGINEER f
l.� A ,11,CRCE, 24953 �
Q � �
o. C 040869 DES I ON PLAN MEMIIED �r� RECOMMENDED T'
c~ — xp.Q3 * Tlw�r To FPL AND ASSXJATESr W. Jho o t
s� C I V I DRAW 10 CORPaRATE PARD S&rE 30 SHEET �_^
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OF CAL IpolE'' rhm To O WNE.CA 9V14 ' o
THIS PLAN ACCURATE FOR SIGN ONLY "'E"cE° F SEE R.C.E. NoC DRAW"ND N0' '
fil MA MES DATE FILE NO—
FOR
D
ORIGINAL PLANS
SCALE INMILLMAETERS 2iC 40 60 ` d�0 CU 08236 EA 443431
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o } ROADSIDE SIGN SIGN
o m NO. CODE SIZE METAL N POST (STRAP & REMARKS
Q w o SADDLE
Z w ONE TWO BRACKET
- U Q (mm) POST POST METHOD)
_j V) w ( EA) (EA ) ( EA )
U c U i R63 600X750 I
2 WII 90OX900 I
3 W41 90OX900 I
.4 W41 90OX900 1
W6 ( 45 ) 75OX750
W 5 WII 90OX900 1
x--- ? 6 R63 60OX750 I
i ' 7 W41 90OX900 1
W 8 WI 90OX900 1
U '
W6 ( 45 ) 750X750
W Z 9 W81 750X900 I
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0 10 W81 750X900 I
a •� 11 W81 750X900
12 W81 750X900 I
TOTAL 12
�- I . EXACT LOCATION AND POSITION OF ROADSIDE SIGNS
t~
TO BE DETERMINED BY THE ENGINEER.
x La„ 2. POST LENGHTS GIVEN ARE APROXIMATE. EXACT LENGHT
TO BE DETERMINED BY THE ENGINEER.
I.-
N
i
�— DESCRIPTION OF REVISION
DATE CITY h
L&J
cl-
SAM I lOMp ASSOCIATED GO
Q sGE.
Lli
444 NORTH ARROWHEAD AVE' �-
D
SUITE 203 }' �
;
SAN; BERNAROMIO. CA 924+01
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CITY OF RANCHO CUCAMONGA
Z
SIGN QUANTITIES
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W
V O QRpfESS 10,x,' HIGHLAND AVE AND DAY CREEK BLVD �
Q4' O
X � h
Z APPROVED BYE :
uh C O4OQ69 � - , DATE
W CITY ENGINEER c RCE 495j il—
(^ xp' >� DES I GN PLAN IMtEPARED RY• IIECOIMENDEO
rftN
'�`, \It TO FPE AND ASMAT'EI IMS JAG — � po
DftA�l b CORPMATE PARK. SUITE 30 SHEET 1
Tiwwr To IRVINE.CA W14 '' W p w
OFC)
CHECKED
FOA"NG LEE R.C.E. MD +�0 ND.' � ► c
- f
B� MA'NES J op
FOR REDUCED PLANS DATE FILE NO —
ORIGINAL SCALE IN MILLIMETERS Oi 2O 40 60 810 CU
08236 EA 443431
i
LEGENDS 1 6J3U 6J21- 6J2U
EMERGENCY VEHICLE PREEMPTION
FUTURE INSTALLATION I PHASE DIAGRAM
I 1
I
i zo
z I T 4 o-08 -� 08P
DETECTOR (OPT I COM MODEL 721 j 4 I C, MT I 06P i 06P I 07
08�----
x I I ~ 6 J 3 L 1 06 01 06 0 8 f----
EMERGENCY VEHICLE I '—"-�'� I 01 03
103 mm PRE-EMPTION DETECTOR I J 1 OR OR INSTALL TYPE 9B
19 mm ON I PPLE 1 0 w � 05� 05 02 4 02 T 07 — 0 04 CANTILEVER FLASHING
MASTARM MOUNTING CLAMP (PAINT TO MATCH) I z _ -/ BEACON PER STANDARD
119U I 102P 102P 0 3 --► 0 o- - -fl
PLAN ES-9A
(PELCO NO. AB-0132-L) E 41 Co, MT 119L �n o- _ ..:�, 4 04P
CHASED OPENING 1 o I �►
---- FOR NIPPLE 1 co �- I 04P
I — E 1
I — — ---------- ---- --1
MASTARM LUMINAIREARM
SIGNAL POLE o a' I I I L � I I I U 4 � 41 C, 2# 14, I #8 ,
I BARE GROUND
o .
FUTURE SIC, /
m PREEMPTION SIGNAL DETECTORJ4 I c, MT
I I # # 41C, IDLC w
w Li ?'0 53C, MT FUTURE INSTALLATION-,,. 46ARE GROUND 1 #8 BARE ,�
6 4U GROUND� -
M T 4 1 C, 2DLC, 1 #8 '
� � � �T" � COIL 120 m MT 6J4L ! � 2 ` 3 ,
w a ��� i N #6 P 3 BARE GROUND
E ULL BOX
I t Oe
f 9 4 1 C, 2 1 4, 1e8 �O
► i�'�� vv,GROUND ���� NN
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p` j 6 1 #8 BARE GROUND
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a w = 8 �.
U U
964 7
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08 v�
W `�♦ 1.1 gL 5
41 7J5U - 3 0
Z B OLC 53C, 210, 4# 12, 2# 14
W ARf GRO• ! �8 1 #8 BARE R
UND 5 L GROUND
U C ,�
Z -� 2 �� /yea 41 7U ------__ , �4 6
o � '
2 I
m 0 111`
a 8
' Pa
41C, 2DLC, 1e8 •`'
3
BARE GROUND �'~�•.1• 4 04 6 53C, 2#69 4# 10, 4# 12, 4# 14
BA �• 3p1 , r•��' 4P 6 1 #8 BARE GROUND
I
CONSTRUCTION NOTESo ( THIS SHEET ) ,���., ZREGRovNoB 4 6 4
� / S - B NEW POWER POLE TO BE INSTALLED BY SCE
Fil INSTALL TYPE III -CF 120/240V SERVICE CABINET WITH TYPE V PEC. E �� REFER TO SCE DRAWING NO 6030-6771 SCALES I : 200
O01
2- 2P- 100 AMP - MAIN BREAKERS 06 MOUNT AT . 7 m
TC- I METER: I - IP-50 AMP - SIGNAL
5 �
LS-2 METERS I - IP-30 AMP - SAFETY LIGHTING 6
25
I - IP- 15 AMP - IISNS E _ - COIL 120 m, MT
o
x
I - IP- 15 AMP - PEC D C IN #6 PULL BOX
O ,
cn ,
❑2 INSTALL 78 mm CONDUIT AND TYPE " H' RISER TO SCE SERVICE POINT, 6
mc
oc CONDUCTORS TO BE INSTALLED BY SCE.
2
'`- ❑
3 INSTALL MODEL 170 CONTROLLER AND 332 CABINET ON NEW FOUNDATION. TOP OF IE a214L I
its FOUNDATION SHALL BE 450 mm ABOVE FINISHED GRADE. INSTALL A FOUNDATION FOR 214U
Z A TYPE " P" CABINET WITH AN ADAPTOR PLATE WITH BOLTS TO FIT A 332 CABINET.
��-41C, MT FUTURE SIC
INSTALL A 2 m WIDE 10 cm THICK CONCRETE PAD FROM CONTROLLER CABINET TO DESCRIPTION OF REVISION DATE wri TYEa w
i
cc CURB OR SIDEWALK, m 53C, MT FUTURE INSTALLATION SAN ASSOCIAATM
oc I � Gov000mis
® INSTALL R73-5 ON SIGNAL MAST ARM. Y „4 NORTH ARROWHEAD AVE' }
5J U
SUITE 203
W W SAN BERNARDMIO. CA !2401
o ❑ INSTALL R73-3 ON SIGNAL MAST ARM. - W
U E a
6 INSTALL OPT I COM MODEL 721 DETECTOR ON TOP OF SIGNAL POLE AND MAST ARM CITY OF RANCHO CUCAMONGA
Z
WITH ENERGY INLETS POINTING TOWARD APPROPRIATE STREET AS SHOWN ON PLAN.
QZ '' I trio N
GENERAL NOTES ( THIS SHEET ) _ __ 41C. MT L _
CS
A o I SIGNAL AND LIGHTING o
I . ALL WORK PERFORMED SHALL CONFORM TO THE CALTRANS STD. SPECIFICATIONS, DATED 01 E ~ - k w
JULY 1995 AND STDloc . PLANS DATED JULY 1997 AND CITY OF RANCHO CUCOMONGA, EXCEPT I 1 0 2 z HIGHLAND AVE AND DAY CREEK BLVD o L
AS SHOWN IN THE SPECIAL PROVISIONS. I5J U 213L I J 0 J oFEss E - '' a
I... �10 P R O,r�` w T
- THE CONTRACTOR I S REQUIRED I RED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF E Q APPROVED BY" ' r. - C
x W UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES I ,. i 0 �, �s f � � DATE _
_ ti c, CITY ENGINEER (,�' RCEs 2 95 f—
OR INTERFERE WITH THEIR SERVICE. I 4 1 C. MT I Z oEs icM KrREPAREo sr. REcol�EwoEo
N 3. LOOP DETECTORS SHALL BE 1 . 8 m X I . 8 m OR 1 . 8 m DIA. TYPE " Ea CENTER THE LOOPS I a c aoas9 T1N�w► Te (�► o
1 FPL AND ASSO•/ATM INS i ,
N THE TRAVELED PORTION 0 F THE LANE. I o * xp.03-3 I_99 * DRAWN p pglq,�E P, ARE �p s,xET �^ o -
4. FOR CONDUCTOR SCHEDULE AND POLE SCHEDULE SEE SHEET E-2. I`r' 2 12U 2 12L 213U sl CIVI r , Te /AV/NE.CA 912714 W o W
L -----------------1 FUTURE I NSTALLAT I ON '��, ��� '� CHECKED P.It~wAAIG R.C.c. �� � oRnwiMc No.10 — OF �- OI
5. EXACT LOCATION OF POLES AND SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE' S REPRESENTATIVE. � o
THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 61ab M�rw o„TE ��� o
REDUCEDFOR LAORIGINAL 0 20 40 60 80
NO
SCALE IS IN MILLIMETERS
CU 08236 EA 44343 I
i
j
X .
� 4
x
CONDUCTOR AND CONDUIT SCHEDULE
AWG OR CONDUCTOR RUN200mm U. C.
CABLE A2 A ' zL Q 6 7 8 9
LOI 15 Omm L. C. 12. 5mm
2 - - 3 - - 1 3 3 3 6
3 3 3 3 3 3 3 3 3 6
4 - _ - 3 3 3 3 3 AVF 75mm
6 - 3 3 - 3 _ - - 3 50mm 412mm±
3 3 3 6 1 00m
0 8 - - - - - - 3
w 3 3 3—i - - - 3 6
_N 2P 2 2 2 2 4
12. 5mm
m _ 2 2 2 2 2 2 IISNS LEG
o W " 14 �4 - - END DETAIL
6P
uwi 8 2 2 _ - 2 MOUNT IISNS ON HORIZONTAL SIGN A
� 2 PPB - - _ _ _ I 2 4 RMS
_ _ 2
w a 4 PPB I 1 2
cr 6 PPB _ 2 2
I I i I I I
x 8 PPB I I I - - I 2
o BPB - 1 1 1 1 2 2 POLE AND EQUIPMENT SCHEDULE
PP MM 1 I DUL E
SPARES 3 3 3 I I
3 3 6 STANDARD VEH SIG MTG PED SIG. PPB HPS
TOTAL 13 22 27 15 23 30 33 41 68 N0. Mast IISNS MESSAGE
SIGNAL COMMON I I I I I I I I 2 Type Sig M. A. Lum M. A. Arm Po I e AR LUM I . OF * DIMENSIONS
o } • 10 LUMINAIRES 2 2 _ 2 2 2 _ MTG ROW (SEE DETAIL ABOVE )
m 2
Q w o IISNS TOTAL 3 I 3 3 2 A I -A - - - TV- I -T SP_ I -CS 2• - - .
J Z W • 12 TOTAL 2 2 _ 2 2 2 _ g
24 -4- 129 10. 7m 4. 6mMAS SV-2-TA SP- I -CS 2 20OW Day Creek BLVD 6500
u _ U *8 GFCI GROUND I I I 2 2 2 2
5. 6 m
4. 6m SV-2- T SP- I -CS 4 —►
I I I I I 3 C 15 - 200W
-� � w *6 SERVICE - 2 QD - M
o TOTAL I i I I I I I I 5 29-5 129 16. 8m 4. 6m AS _
MAS SV- I -T SP- 1 -CS - 20OW Highland AVE 12200 7. 0 m
I DETECTOR - 2 - - - - - 2 E i -A TV-2-T SP- .1 -CS 6 ---.
2 DETECTOR - - - - _ - - - - -
3 DETECTOR - - - _ _ _ _ 2 2 026-4- 129 10. 7m 4. 6m MAS SV- I -T SP- 1 -CS 6• ♦-- 20OW Day Creek BLVD 6500
DLC 4 DETECTOR - - - q q 4 4 4 4 3. 6 m
TYPE C 5 DETECTOR - - - - _ 2 2 G 15 - 4. 6m - TV-2-T SP- I -CS 8 20OW -
w 6 DETECTOR _ _ - - - - - [& ,29-5- 1291 16. 8m 4. 6m FM
A - _ SP- I -CS - -
_ w 7 DETECTOR - 2 2 2 2 MAS SV Z T 200W H i gh I and AVE i 2300 5. 2 m
x-- _ 08 DETECTOR - - - - _ _ _ 4 4
z TOTAL - 4 4 6 6 10 10 16 20 FOR INSTALLATION OF IISNS, SEE CITY OF * BICYCLE PUSH BUTTON
W OPTICOM CABLE - - I _ 2 RANCHO CUCAMONGA ' S SPECIFICATION
4 SECTION 86-6. 065.
m 16 CONDUIT SIZE (mm) 53C 78C 78C 53C 78C 78C 78C . 9 1 C 2-78C
U
W z
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it 0
a
x Z EVP PHASE DIAGRAM
a
�-- 01 + 06 02 + 05 03 + 08 04 + 07
z I - T - .►
Q
IND h---- �— �— DESCR 1 PT I ON OF REV 1 S I ON DATE CITY
CLjr L__ I APPIIOVED. LAJ
Lai j-} SAN BERNARO W ASSOCIATED GOVERNMENTS
—,� 444 NORTH ARROWHEAD AVE' �-
-� —♦'1 --• SINTE 203 }
�*'— F�—♦I SAN BERNARDMO CA 92401
;v71.71WW CITY OF RANCHO CUCAMONGA
...........
1
•trioµ ra N
SIGNAL AND LIGHTING
0
v HIGHLAND AVE AND DAY CREEK BLVD ~ r
x O
1 — � EC+ J
pS�0 d
W V E ..
NIX
DYe
C II T APPROVED
I NEE DATES
h RCE 953
x DES i cH PTAH PREPARED s IKcaMElloEo
N W c ao -
TAny h # —. TO
� t QSp / — O Xp♦ caRN
30 SHEET H
.I} C I V ITl ► TO AMC. CA 92714 - w 0
THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY � cAlI CHECKED PJXW�ANG O
FOR 4iw111f R.t.E. to DR 1IIs MD. _. i O
S LAN I G I NAL 0 20 40 60 80 DAT[ FILE NO •�
SCALE IS IN MILLIMETERS l t O
CU 08236 EA 443431
I
CONSTRUCTION NOTES GENERAL NOTES
Q1 — Remove existing DLCs in conduit, and abandon existing conduit. 1. The work shown on this plan shall conform to the provisions of CALTRANS Standard
Specifications and Standard Plans dated July 1992 and the following.
Q2 — Remove existing pull box.
2. Conduit shall be Type 1 with metallic fittings. After conductors have been installed,
03 — Coil existing DLCs in existing pull box. the ends of conduits terminating in pull boxes shall be sealed with an approved type
of sealing compound.
Q4 — Install new 41C conduit and pull boxes. Rethread coiled DLCs into new conduit.
3. Pull box recesses for suspension of ballasts will not be required. Pull box covers
Q5 — Install new Type E loop detectors and splice into existing DLC in new pull box. shall only read "TRAFFIC SIGNALS" or as directed by the Engineer. Pull boxes shall
be installed in P.C.C. sidewalk adjacent to equipment they serve of inside a 6-inch
® — Remove existing 2#14 and 1#8 wire from existing conduit. and abandon existing conduit. wide by 12-inch concrete ribbon at 1-inch above the surrounding surface and sloped
to the surface.
7� — Coil existing wire in existing pull box.
4. Type "E" detector loops shall have 4 turns of Type 2 loop wire. Loops shall be oined
® — Install new 41C conduit and pull boxes. Rethread coiled wire into new conduit. in the pull box and wound alternately in opposite rotation (i.e. CW, CCW. CW, CCW and
connected in series only. Only hot-melt rubberized asphalt or elastomeric sealants shall
be used. The Contractor shall test detectors with a street legal motor-driven cycle.
The unladen cycle weight shall not exceed 220 pounds. The engine displacement shall
not exceed 100 cubic centimeters. Special features or components designed to activate
the detector are not permitted. An operator shall drive the cycle through the response
or detection area of each detector at not less than 3 MPH or more than 7 MPH.
Detector sensor units shall provide the required output in response to this test. Damaged
detector loops shall be replaced within 72 hours or as directed by the Engineer.
SCALE: 1 200
I
5 _
HIGHLAND AVE
I 6
I _ 6 I MIT 0
LINE
C
II 4 3 -i
_ I 80 m TO
_— 5 I LIMIT LINE
r
_ _
_____ ___ - - -__
ge
9 ----.._�_ ---- -------- _—
24 TO TO �_ _ _ 6
LIMO
LIMIT LINE LINE _ _ _ _ 4 `
8 �f
—
E-3
NO. DESCRIPTION OF REVISION DATE CRY
ACCEPTED
CITY OF RANCHO CUCAMONGA
r REVISION TO TRAFFIC SIGNAL PLAN
HIGHLAND AVENUE
tris and
DAY CREEK BOULEVARD
DRC 2001-00638
ROW 2002-01424
O9-0ESSI APPROVED BY: DATE: °
S. f/SFyF/ CITY ENGINEER R.C.E. 24953
3Q DESIGN LAWRENCE S. EISENHART RECOMM NDED
No. 13493 A L.S.E. CONSULTING RNGIVZZR
Exp. 3-31-05 * DRAWN 2070 Locust Court SHEET
San Bernardino, California 924041
`Jlgl CIV 1\. �� L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 of i
F
OF CALVE CHECKEDDRAWING NO.
A 16 -
UWRENCE S. R.C.E. 1J.4)93- DA
Z
d i ll i
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22 2 2 m C
00 Q N 5 x� 0 (o
,, ,,
9 E _j C14
r \ -)
+ +
PRO10 9
j 100
P. R/W a i l \ ° `� °� °� �o + o +
- - - - - - - 1-�1 - - - - - - - - ch
�. - - - - - - - - � W
O � �� �� �
In
+ // Q� QE E E m 4 6
W
5 t i W
r- Z 1 1 1 1 "� 1 1 :3
N
= 146+00 147+00 148+00 PROP. EDGE OF PAVEMENT w 149
V1 E 00 zj
Z of E m
Wvn a0 0 LLJw
_ r —T' �d� 06
— — - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — CSG - - - - - - - - - - - — o+o
FUTURE C&G —
' T $ E
/ s
� �
I w I � `Z
DAY CREEK , �I , BLVD
E: 1:m
J
(n SIGNING & STRIPING NOTES:
F
Q v F 1 INSTALL R26(S) "NO STOPPING ANYTIME- ON NEW SIGN POST.
o
a 2 NSTALL R26(S) "NO STOPPING ANYTIME" ON ST LIGHT POST.
2 /a 2 _j WL)
2 m 2A INSTALL W41(900 mm) & R61(900 mm x 750 mm) ON ST LT POST.
�I I II N a W ��` ;y 3 INSTALL W41 900 mm R61 900 mm x 750 mm
.� W _ ( )� ( ) W17 do LEGENDS
8 until al install
\\ � ^ � � tS m t5 m� < �; ��� ON NEW SIGN POST (Note: temporary Traffic Sign ed)
od— ,, �� _. . _� 5 m 44 —INSTALL W75 ON NEW ST LT POST.
+ < S -PAINT 100 mm SOLID WHITE EDGE LINE PER CITY STD. NO. 133.
Ch 6 d j 20 m
12 25 m M a r ;;, (D—PAINT 100 mm DOUBLE YELLOW STRIPE WITH TYPE "D" MARKERS
W g + a PER CITY STD. NO. 133.
>0 1 _ = 77 PAINT 100 mm BROKEN YELLOW STRIPE WITH TYPE "D" MARKERS
m Ff i __- PER CITY STD. NO. 133.
W Q
Z E
N.T.S.
—PAINT 200 mm SOLID WHITE STRIPE WITH TYPE "G" MARKERS
N
:3N 3 " TD
13 5 6t m ,� a PER CITY S . NO. 133.
_ "' �n => 99 PAINT 100 mm - BROKEN WHITE STRIPE WRH TYPE "G" MARKERS
1 28 m U t PER CITY STD. NO. 133.
FUTURE C e G �- 1 m M .. >
9�;
— — — — — — — — — — — CL
PAINT 100 mm SOLID WHITE STRIPE WITH TYPE "G" MARKERS
PER CffY STD. NO. 133.
CL -
- — — — — _ ._- --:- - _ @—PAINT 300 mm SOLID WHITE CHEVRONS 6 m O.C. WITH TYPE 0101"
+ MARKERS PER CITY STD. N0. 133.
a
m 0 C7
M �- 11 PAINT 300 mm SOLID WHITE STRIPE PER CITY STD. NO. 133.
�� BLVDOmDAY CREEK + �� mO `�'-� � 12 PAINT TYPE I ARROWS 15 m O.C.
Ch
ts� .n 13 HINT LEGEND, SYMBOL OR ARROW TYPE IV AS SHOWN.
CID
2^ o m 14 FURNISH & INSTALL TYPE "N" do W56 SIGN ON TRAFFIC SIGNAL POLE.
14C
ELOCATE TYPE L MARKERS TO LOCATION SHOWN 600 mm OFF EDGE
OF PAVEMENT.
MATCH LINE STA. 136+00.00
SEE SHEET 1
- - `Yi _ _
00
- - - - - \ � - - _ -- - _ _ - - - - - _ = — - - - - - - - - - - - - - - - - - - - -
EXIST RMI
PROPOSED E.P.
V_
9 13 M -- -
gm "' 30 m — — — — — — — -
Al
— 24+01
-09 REVISED STREET SECTION FROM ±137+01 TO
150+20 REMOVED S.D. LATERAL O BASE LINE
2-14 I ---- — ow
30 m 9 OF A'EIASIOId DATE APPROM
-- - _;..;
45.7 m _ -
_ _
14 L EXIT
135+74.775 CL INT_DAY BLVDQCITY OF RANCHO C�r�C �r�i����
� }� 23+02.268 CL ANT BASE LINE RD
PROPOSED E.P. _
R i EXIST R/W_ o
— SIGNINGdSTRIPINGG PLAN
E ro
+M N M DAY CREEK BOULEVARD
N W +
r
N h'
+ z Y• N ,w ` 1> 15 J J �STRUMN
N 1 = - ROAD
FROM STA 145+40 TO HIGHLAND AVENUE & BASE UNE RD —
15 �� ` II FROM 161 m WEST AND 74 m EAST OF DAY CREEK BLVD
15 0 y I I APPROVED 8Y: DATE:
CIT
BASE LINE tILL Y ENGINEER RCE: 24953
i �iPA PLAN PREPARED BY: �
0 N.. 421 m BP CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
ALL EXISTING STRIPING WHICH CONFLICTS WITH THIS STRIPING PLAN SHALL BE REMOVED ;ExP 12-31-01 * spar
RANCHO CUCAAAONGA. CA 91730 -32—
or
or cw CHIC= RrC.L NO 42156 OQA10 N0.
ORR /Lt NO e00-%-12
1665-
-c-D.-:2—RE .
66-c-0.-:2-ARE . dwg 5-11-99 5542- aM OST
C
I
* — FOR SINGLE OR DUAL 3 m GENERAL NOTES GENERAL NOTES (CONT.)
LEFT TURN LANES ONLY
900 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS AND STREET IMPROVEMENTS 6. LOOP DETECTORS SHALL BE 1.8 m BY 1.8 m, EXCEPT AS NOTED. CENTER LOOPS IN THE '
AND PAINTING PROCEDURES FOR STRIPING AND MARKERS PER CALTRANS STANDARD PLANS TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. )
AND STANDARD SPECIFICATIONS DATED JULY, 1995, AS SHOWN ON THE PLANS AND IN
CCA o
THE SPECIAL PROVISIONS. 7. VEHICLE INDICATIONS SHALL BE 300 mm, PULLBOXES No. 5 AND CONDUIT 53 mm RIGID METAL
o EXCEPT AS SHOWN.
• "P" CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI-
SECTION OF DOUBLE YELLOW LINE
OR MEDIAN CURB FACE CATIONS. TRAFFIC MANUAL. MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS
PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP) AND SAFETY LIGHTING (ONE 30 AMP PER
• 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL
SM"179LK I I LEFT TURN LANE IN ADVANCE OF NEED.
"P" CAB. 45 m 3. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL
.
SIDEWALK 9 M 3 m E E CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR
`n SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY 9 THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL
* * COMPANIES 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUBBE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
PLAN SECTION — FOR THE INTENDED OPERATION.
STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR
C)- --C
203 mm WHITE TURNING LANE LINE Q SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE
Cq
UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT
600 THRU LANE XIN E ARE NOT SHOWN ON THESE PLANS.
3 m E 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR
° —C E ao TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR
O00` LAYOUT.
o, "P". cp cc
CAB d °O E 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA AND CALTRANS,
SECTION �o � 101 mm LANE LINE 71
o x w FOR ANY CONSTRUCTION OR ENCROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA AND
�• E z CALTRANS RIGHT OF WAY.
° THRU LANE �
"P" CAB. S t:
SIDEWALK N 3 m �
00 eo J
M X
PLAN SECTION ff O
J
� a
101 mm LANE LINE OR 203 mm E 3
TURNING LANE LINE c O
URB
EXIST. C do G x
o THRU OR RIGHT 3 m E E O
co 600 TURN LANE 00 � E
CAS 3 "p o
"P" CAB. CAB 1.5 w o E.C.R. 12.7 mm AST 76 m m
SECTION
SIDEWALK 0 0 0.3 m Q w 419 m m 203 mm UC — 51 m m
i—C
o Z a TOP OF CURB FACE > O j 152 mm LC
Ii F 10400 ---
a)
VAL---RIES.I :. .• 102 mm
(V
41 "Bit 7
"B" "'A I .. I
PLAN SECTION o� —
12.7 mm
r O
rV
TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT m I . I . S . N . EGEND D
PAD DETAIL REFER TO PLAN FOR DISTANCE
TO ADVANCE DETECTORS POLE LOCATION CODE
(EXACT LOCATION BY ENGINEER IN THE FIELD)
NOTES:
DIMENSIONS ARE IN MILLIMITERS
i
I
PLANS FOR THE CONSTRUCTION OF
INTERIM TRAFFIC SIGNAL
EMERGENCY VEHICLE
EMERGENCY VEHICLE PREEMPTION DETECTORS AT
PREEMPTION DETECTORS MODEL 722
MODEL 711
38 mm TO 19 mm ASTRO Mini-Brac MOUNT 38 mm TO 19 mm ASTRO Mini-Broc MOUNT yN D
REDUCER (PELCO PART NO. AB-0155-L OR REDUCER (PELCO PART NO. AB-0155-L OR
AB-0132-L)OR APPROVED EQUAL AB-0132-L) OR APPROVED EQUAL As I ROAD & DAY C K OU VA
SIGNAL POLE SIGNAL POLE
MAST ARM MAST ARM
(ONE WAY / ONE OUTPUT) (TWO WAY / TWO OUTPUT)
EMERGENCY VEHICLE DETECTORS
VICINITY MAP SHEET INDEX
Cw
HIGHLAND AVENUENO. DESCRIPTION OF REVISION DATE,
1. Title Sheet
Y Y R Project VICTORIA STREET 2. Interim Traffic Signal Plan CITY OF RANCHO CUCAMONGA
Q m Site ui Base Line Road & Day Creek Blvd.
BASE LINE Q ROAD TITLE SHEET
G G Y w12-
Q INTERIMdTRAFFIC SIGNAL
Cr Iz > FONTANA u; FOR
= V I 3 15 Q
Y Y G o Q; „ co BASE LINE ROAD & DAY CREEK BLVD.
A � HURCH LST— — MILLER w AVE. Q
A APPROVED BY: DATE: /7 9
��� w. �Ro►Essi CITY ENGINEER RCE: 24953
G G G �( Qr(� 1 ILL (� CIES 1 / PLAN PREPARED RE 11 WOM
A FOOTHILL BLVD.
_ , '� '' JTH CITY OF RANCHO CUCAMONGA
y
No. 42156 DRAWN 10500 CIVIC CENTER DRIVE SHM
Exp. 12-31-01, RANCHO CUCAMONGA, CA 91730
» » » » `�[ \��i.�`! MA 1 3 Of 39
DETAIL A DETAIL B DETAIL C ENQ'� CA. CHEM - RCM N042156 DRAWM NO.
TE tlzllqq FU No 8W-98-09 1665
CONDUCTOR SCHEDULE DAY CREEK BLVD . POLE SCHEDULE
RUN NO. , . , STANDARD LUMINAIRE I.I.S.N.S. SIGNAL MOUNTING PED PUSH BTN LOCATION
AWG CIRCUIT 0 0 0 0 0 0 8 ® 0 Q / _ No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED PHASE ARROW E B C REMARKS
N-�4
#14 01 I I 029A-5-129 10.7 m 9.1 m * 4.6 m 200 W Day Creek BLVD - MAS SV-1-UM P-1-C 4 E- 1.0 - 1.0
02 6 6 3 3 3 3 3 - - - III `"� I 7200
03 - - - - - - - - - - � . - - - -
2 21 10.7 m 4.6 m 200 W SV-1-T SP-1-CS6 � - 2.0 1.0
04 6 6 3 - 3 3 3 3 - -
05 �k 6 6 3 3 3 3 3 3 - - _ _ _ -
05 6 6 - - 3 - - 3 - - 3 21 10.7 m 4.6 m 200 W Base Line A SV-1-T P-1-C 6 -� PUN 1.5
1 300
5.8 m 3.6 m 5.2 m
07 � � I � 4 29A-4-129 10.7 m 10.7 m 4.6 m 200 W Day Creek BL�7300 MAS MAS SV-2-UM - - - PLAN - 1.5 F=3.6 m & 1.5 m
08 - - - - - - - - - - I /
02 PED - - - - - - - - - - I 18.1m 1A 3.0 m - - - - - - TV-1-UM - - - E - 1.5
04 PED 4 4 2 - 2 - - 2 - -
1 PLAN
ROAD SEE
21 10.7 m - 4.6 m 200 W Base Lin - - SV-2-TBSP-1-Cs 4
f-- PSN - 1.5
Line 06 PED 4 4 2 2 - - - - - - � � 6 12200
' m 15.2
08 PED - - - - - - - - - - I 7
02 PPB - - - - - - - - - - I - - - - - - - - - - - - - -
04 PPB 2 2 - - 1 - - 1 - -
06 PPB 2 2 2 1 - - - - - - 6 I $ - - - - - - - - - - - - - -
I
08 PPB - - - - - - - - - -
PPB COMMON 1 1 1 1 1 - - FUTURE 15.2 m OR 16.8 m
1
SPARES 6 6 3 3 3 3 3 3 - -
,9
TOTAL #14 43 43 19 13 19 12 12 16 0 0 I
12 I.I.S.N.S. - 2 2 2 2 2 2 2 - - z
#10 SIGNAL COMMON 2 2 1 1 1 1 1 1 - -
LUMINAIRE - 2 2 2 2 1 2 2 1 2
TOTAL #10 2 4 3 3 3 3 3 3 0 1 0 4&
8 SERVICE
C VIDEO SIGNAL 3 3 - - 2 1 1 1 - -
B VIDEO POWER 3 3 - - 2 1 1 1 - - SEE DETAIL "C" z Z
L 12 PR 19 2 1 1 - - - - - - - - 2 I IT
2 PR TELEPHONE - - -
S OPTICOM 3 3 - - 2 1 1 1 -
CONDUIT SIZES 2-78 2-78 78 78 78 53 1 53 63 NA NA 06P -
�k - INSULATE ENDS do COIL 5' OF RED CONDUCTOR FOR FUTURE USE. 2 4
53 mm, 2#10,2#2 6 -
�4\6P SEE DETAIL "B: _ - -
6E
u06
1
5 E5 �6BASE LINE E 3 R34-2 E
-
.-
C R -7 A r�
6 4
E
4 - 02 05
o �4 _ 3 0_2&05
3 ��
ROAD _ - ---- -
- -
-
_
02
E
ON AR
_
5
04 --'--- ,.rj - -- - - - --- -- - -
�� �- N `
04 r x
- T AIR M T O -
J li�
8.4 rrt 10.8 -
------------
SEE DETAIL
-" - SEE D AIL "A" ! -_ __..__. � � -
i PROPOSED DETECTION AREA
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
CONSTRUCTION NOTES
1�- FURNISH AND INSTALL 8 PHASE NEMA TYPE "90" CONTROLLER IN A TYPE P CABINET WITH INTERCONNECT TERMINATION PER CITY PHASE DIAGRAM
STANDARD PLAN 408 AND THE SPECIAL PROVISIONS. MOUNT CONTROLLER ASSEMBLY PER DETAIL ON SHEET 1 OF 2, CASE 3. Z 3 4 N0. DESCRIPTION OF REVISION DATE am
�aoMEDI
2�- FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE ENCLOSURE WITH ONE 50A-IP CIRCUIT BREAKER FOR METERED SIGNALS, TWO * CITY OF RANCHO CUCAMONGA
30A-IP CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND ONE 15A-1P CIRCUIT BREAKER FOR METERED I.I.S.N.S. PER CITY I
STANDARD PLAN 407 AND THE SPECIAL PROVISIONS. rro E---� OL GRAPHIC SCALE INTERIM TRAFFIC SIGNAL PLAN
N IN �
3� FURNISH AND INSTALL OPTICOM MODEL 711 DETECTORS LOCATED ON SIGNAL MAST ARMS FOR EAST AND WEST BOUND USING FUTURE FUT. PED FUTURE
R
F
PELCO N0. AB-0155-L OR AB-0132-L ASTRO-MINI-BRAC AND ON TOP OF SIGNAL HEAD FOR SOUTH BOUND USING A REDUCER 5 6 7 g ( IN METERS ) 0
BUSHING. PHASES AS SHOWN. OL s o 2-5 s ,o ,s zo 25 BASE LINE ROAD do DAY CREEK BLVD.,
4�- FURNISH AND INSTALL SIGN AS CALLED FOR PER STATE STANDARD PLAN ES-6T, DETAIL U. goOL I
5 FURNISH AND INSTALL VIDEO DETECTION CAMERA PER DETAIL ON SHEET 1 OF 2 AND THE SPECIAL PROVISIONS. MOUNT ON �► 1250
LUMINAIRE ARM OR POLE AS NOTED. FUTURE
FUTURE APPROVED BY: ` D AT E 7 Zff?
csli CITY ENGINEER � RCE: 2495
k - PERMISSIVE LEFT TURN MOVEMENT P 61 LL - PLAN PREPARED BY. QDED
E00MMEH
FURNISH AND INSTALL 41 mm INTERCONNECT CONDUIT AND 12 PR. #19 CABLE WITH #5 PULL BOXES AT MINIMUM 60 m ON � ? Fs °Q10N l
CENTER TO CONTROLLER ASSEMBLY AT HIGHLAND AVENUE (APPROXIMATELY 1450 m) q c 421 _ JTH CITY OF RANCHO CUCAMONGA
CD z 10500 CIVIC CENTER DRIVE
Exp. 12-31-01 1 RANCHO CUCAMONGA, CA 91730T
�� MA 14 OF 39
Oi CAA.%* (�i / • RCE NO 4 156 ORAMIMO NO.
RX NO 800-98-09 1665
128858 e`9