HomeMy WebLinkAbout2275-S 3* GLN.ERAL NuTES Cu"
T.
1. TRAFFIC SIGNALHIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS 6. LOOP DETECTORST
BY 6 T, EXCEPT AS NOTED. CENTER LOOPS IN THE
m AND NUABU
VD JULY, 1992,
CASE 1THE SPECIAL L A IN A 11 LANE, EXCEPT A .' .
•
.- • S " a o �" OF DOUBLE YELLOW Lf 2` TRAFFIC f I _ KING AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECI— 7• I INDICATIONS
SHALL E 12 , U .
CONDUIT RIGID
METAL
FFANXT SHOWN. VEHICLEAND PEDESTRIAN I Ii1 `O MEDIAN CUR FAC FICATION AC FT . OR PAVEMENT TO CI STENCILS. REFLECTOIZ ALLSIGNS, STRIPESAND LEGENDS. . ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS" " CAB.
LEFT
' TURN LANE '
(ONE
5 AMP), ILLUMINATED SIGN (O 1 P), A LIGHTING SID ALK 0 . MARKERSAND ITG PROCEDURES FOR STRIPING PER STANDARDSPECIFICATIONS PUBLIC 2QQ A Q O TON THEREOF). COORDINATE SERVICE DETAILSSCHEDULING3 ' 15' O WORKS CONSTRUCTION, 2000 EDITION. IN OF NEED. SEE SERVICERING DETAIL HEREON.5X65'X6' 5X6* in
En
. LOCA ALLSUBSTRUCTURES PRIOR TO CONS CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED INSTALLATION
PLAN SECTION . UI LI ONLY. I
® CLEAR F OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITYOR E CONTRACTOR'S RESPONSIBILITYTO PROVIDECORRECT T SHALL
I TE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION.
UJ
COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SU --
2' TH U LANE J STRUCTURES HAVE E SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR
SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITY COMPANIES PHQNE
• . - 10' v U11LIlI S A SUBSTRUCTURES SHO BUT OTHER UTILITIES OSUBSTRUCTURES AT SOUTHERN CALIFORNIA DI CO.
357-6237
a
4 ARE NOT SHOWN ON THESE PLANS. CONTACT Joshua Leibft }
'�' • p'• CASE 2 0 } — 1
SOUTHERN CALIFORNIA GAS . (
C
• CAB �, * . OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LIN LOCATIONS PRIOR IZO 0 4 _ 3
. a SECTION TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIG TO LOOP D CTO
q LANE LINE a LAYOUT. CUC O GA COUNTY WA DISTRICT 0 987-2591
CHARTER CO MUNICA11ONS 951 j 830-8225
HU LANE w
TIME ANE COMMUNICATONS 7 - 3S" CA
o UNDERGROUND SERVICE ALERT (800) 422-413
SIDEWALK � 10' -�
*
PLAN SECTION
co 0
w
4 LANE LINE OR Y
TURNING LANE LINE9
CUR EXIST. C & G U' w
En
I
cv 2' THU OR RIGHT 10' E.C.R.
v
CASE 3 =_ _' TURN LANE (nA * �
'�R» CA R � � M3
SECTION 0
CA !` Ow 16Y2 1 :�
SIDEWALK d'
1' Q �
LC
o' ` • TOP OF CURB FACE ], 1�
r7 p= Ch
/ • a
VARIES ' 4 o4
0
fi 0
PLAN SECTION
Ir
m
TYPE " CABINET FOUNDATION AND LOOP DETECTOR
PLACEMENT POLE LOCATION CODE I.I.S. .S. LEGEND DETAIL
PAD DETAIL REFER TO PLAN FOR DISTANCE
TO ADVANCE D CTORS EXACT LOCATION Y ENGINEER IN THE FIELD)
REMOVABLE
STEEL CAP
8'-0"
ARM LENGTH INUEA UF UKA INUO
.� 60" —24"
SEESHEET 1ITLE
SIGN TAB" 48"
DETAIL SHEET NO.,
TITLE stt
f DETAIL SHEET 1
AVE
Ct 2 SINGLE INPUT NAVE- TRAFFIC SIGNAL PLAN — HEROA AVECHURCH ST
en 2 COUPLING AT EMERGENCY VEHICLE
6300 BOTTOM-FOR PREEMPTION DETECTOR
SIGN WIRING
(NIPPLE &
6NNECTORS
OR- 1 B® OTHERS)
81-OM 11 k
tt
1.5"TO .75" —ASTRO Mini-Brae AB-0155-L OR ST
NOTE: LB CONDULET, STO CABLE, HANGING
HARDWARE & SIGN BY OTHERS REDUCER AB-0132-L MOUNT 0R
ARM TUBE SIZE = — GENE RAL NOTES APPROVED EQUAL wNracE ®R
LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS SIGNAL POLE
8'—0" 2 3/8" x 3 1/2" x 11 GA.
SHAFT Steel of 48,000 psi minimum yield after fabrication MAST ARM 210 FREEWAY
BASE PLATES ASTM A-35 Steel ASTM A-36 Steel
& FLANGES (ONE WAY/ONE OUTPUT)
BACK CLAMP PIPE ASTM A-36--53 Grade B Steel
W/4 BOLTS MATERIAL SPECIFICATIONS q
CE (ASTM A-307) BUTT WELDS Ground flush with base metal q
LONGITUDINAL All welds shall conform to AWS D1.1 weld
SIGNAL POLE WELDS specification z z
DIAMETER AT EMERGENCY VEHICLE DETECTORS Z R1A PARK LN
L—I in
24' ABOVE FINISH COATING
Ej
FINISHED GRADE STRUCTURE Hat dip galvanized per ASTM A-123 P L
HARDWARE Hat dip galvanized per ASTM A-153
DESIGN CRITERIABASE LINE ROAD
1" STRUCTURE & In accordance with the Specification for Structural
4 �_ CLAMP HARDWARE Sup orfs of Highway Signs, Luminares and
Traffic Signals. AASHTO 1994
WELDING In accordance with the Specification for Structural
1 1/2" DIA. Supports of Highway Signs, Luminares and CHURCH ST
DEBURRED Traffic Signals. AASHTO 1994
SIGNAL POLE HOLE IN
NO. DESCRIPTION F REVISION D CITY
CLAMP
16 DIA. HOLE IN OL A
3" N CLAMP SUPPLIEDU'OP%F Rm%A 1IN'Coo;`H10 UA` mum CAM 0",WLj/_\
8 WITH A TYPE pF" (jARM FOOTHILL
3" -16UNC BLUNT
- + BLVD
POINT TAPPING 3"
SCREW (PILOT HOLE RAD. (HOLD)
TO BE FIELD AS REQ'D.
DRILLED} _
NOTCH OR DRILL 1" DIA. HOLE "
(5 VICINITY AP T TO sTITLE UFm& ETAIL %'0l mEET
FOR DRAINAGE W/GROMMET 4 RAD. 4" Y R-
IN POLE 9
CE (FIELD DRILLED) 116 DIA.
CLAMP DETAIL DRILL —SIGN TAB DETAIL TRAFFIC SIGNAL PROJECT — SEE SHEET
=
HAVEN AVENUE SIGNAL INTERCONNECT PROJECT — SEE SPECIAL PROVISIONS Q GILL
APPROVED
Y. DA .
HORIZONTAL T I NAST A
®��• ��„GI LLF iF F® CITY ENGINEER _4ew RCE. 53672
CID
nDESS PLAN PREPARED BY:
. 3-31-12 J.A.G.. .
CnY OF RANCHO CUCAMONGA
. 421 ®4• DRAWN 10500 CLIC CENTER DILE
�j, Cl V 1\,. �' RANCHO CUCAMONGA, 91730 SHEET
F ®F ch%_\ O J.L.
A.CHECKEDDRAWING NO.
R.C.E. Na
ATE FILE NO
M111111111=111 IM
CONDUCTOR SCHEDULE DETECTORSCHEDULE
W3-3 9 -� UIP UL
RUNS 1
7 20 SIGNAL STANDARD SIGNAL MOUNTING PLACEMENT PED/BIKE
AWG POLE LE
DIMENSIONS PUSH BUTTONS QUAD
1 2 3 4 5 6 7 8 9 SENSOR CONTROLLER LOOPS PER EX. C/G NO. SIGNAL LUM. LUMINAIRE POLE MAST ARM POLE FF » » 8F 99 9! I.I.S.N.S.
`I` ` `
DETECTOR
1 1 1 — — N0. CHANNEL INPUT CHANNEL 6 D TYPE HEIGHT M. A. M. A. HPSV VEHICLE VEHICLE PEDESTRIAN B E C ARROW
A 01,46,06P/04PPB 1 1 1 — ._ 1 1 1 1-S-�3 3 20 _ _ -MAS-
12c
100 17' — — —1—T '_ S -1— — ' AVE
1 2 1-N-�4 4 2
C 03,04,08,04P/06PPB — 2 2 -- — — -- 2 ' _ _ _ TV—2—T _ _ , ,
A 1 1 1 2 1 1-E-01 1 2 W3-1 10 11 B 1- 10 -1- 1 -
2 1-W-02 2 2 _ _
1 — — — 1 0 — -10 0' 1 -1- -
B C �3,�s -- — _ - 1 1-N-07 7 2 _ - - —
01 r 1 a1 oa
ST
L 3 2 1-S-08 8 2 �} ,
E D 0sP/06PPB — — 1 1 -- — — — — 1 1 1 1-W-�5 5 2 EX. C/G 1- _ _ _ - - -1- S - 1 3. '
3c E X25�6�6P 48PPB ®. ®. .� 2 2 4 2 1-E-06 6 2 ' E 1- 1 - - - TV-2-T _ _ ,
C ° / 1 1 1 2-5-�3 11 2 I -1 1 -
A 5 2 2-N-04 12 4 7 88' F - -10Q 3 ' 1 ' -1- ® _ -1- - , , 7HermosaAVE
B F 02,05,02P/08PPB — -- — — — — 1 1 1 1 1 1 1 2-E-01 9 2 12' 9 1
7800
6 32 32 12 (; 1— 10' — — — —T — —1—C — 1
L G 04,07,0s,08P/02PPB — — — -- -- 2 2 2 2 2 2-W-0 10 2 R/W fi R W
E 1 1 1 1 7 1 2-N-07 15 2 ` / H - -100 1 ' -1- - , ,
2 2-S-o8 16 4 11 _ —1— 1Church
t
H ST
�4,�+7,�4P/�2PPB — — — — ( 15 ' _ ' _ _ _ ' _ '
1 1 1 1 1 1 1 1 1 1 2-W-�5 13 2
0 12 T -1—
I 01,02,06,02P/04PPB --- — — 2 2 2 2 2 2 2 2-E-�6 14 2
1 EVP 01&06 EVP 3 - SilL EQUIPMENT SHALL BE NEW.
TOTAL 2 EVP 02&05 EVP 4
1 1 3 2 5 3 2 1 3 2 5 3 6 4 8 5 13 8 * 1 EVP �4&�7 EVP 5 - c I.I.S.N.S. SHALL BE INSTALLED ON HORIZONTAL SIGN ARMS PER THE SPECIAL PROVISIONS. PHASE DIAGRAM
10 2 EVP 03&08 EVP 6 - I.I.S.N.S. SHALL BE INSTALLED ON SIGNAL MAST ARMS PER CALTRANS STD. PLAN ES-70.
12 I.I.S.N.S. 2 2 2 — 2 2 2 2 — * EVP DISCRIMINATOR ' 1- ®�4 LUMINAIRE ARM SHALL BE FLAT (0'). GROUP A GROUP B
10 LUMINAIRES 2 2 2 2 2 2 — J .---�- zDETECTORSCHEDU
L �
EVP CABLE 1 1 2 -- 1 1 2 2 4 0 1-N-o INSTALL 1 "C., INSTALL 2"C., 01 02 02P �3 �4 �4P /
DETECTOREX. C/G 1-DLC 3#10 LUM
---.�- Qc
01 — — — ._ — — 2 2 . .I.., R/W 3#12 I.I.S.N.S. cy _ ! 0
11 �- w
_z *
02 _ 3 3 3 3 3 3 SENSOR DETECTOR CONTROLLER LOOPS PER ; -_M . I EX. CATCH BASIN .. :. ..._ .. _ , - _._ :. i ! i M B.C.R.
— N0. CHANNEL INPUT CHANNEL N 14' 12' 12' 12' 14' 1 6E 2 L05 06 & 06P 07 08 08P
�3 — -- -- — 2 2 2 2 1 1 UNUSED 19 - �� C
2 UNUSED 20 - 11 8 11 _..:.__ _._ ___ 6 __.. _. .. * PROTECTED-PERMISSIVE.
�4 -- 2 2 — — — — — 2 1 UNUSED 17 _ EX. POWER POLE WIRE CABINET FOR ASSURED ANTI-BACKUP TO
2 PHASE 1 & 5 AND 3 & 7. POLE LOC
DLC
2 3-W-�2 18 2 � � LOCATION
05 .� 2 2 2 2 2 2 1 UNUSED 23 - INS =_ r ... _ ._ .� . _ .
TYPE A 3 TALL 1 G., I :M_ 9 99 DETAIL
INSTALL 2 C., 1
2 UNUSED 24 - 1-DLC E: ... _.. � .� SCE 8 2
06 — — — -- -- — — 2 3 1 UNUSED 21 - i _
4 2 3-E-06 22 2 EX. CATCH BASIN -r: X. C/G ':::�l �4 , 10 R1-1
07 — 2 2 — 2 r n EX. CATCH BASIN
— I
— R/W _
6 q 10 SNS `� .. 7
�8 2 2 2 2 8 2 N- 7 EX. POWER MOLE
Elk�n -- N_ F= I
F=12' ki - 6 4
TOTAL — 4 4 5 5 9 9 13 18H R1-1 10 =m 6
2 E �
_FH
a AIMIF R/W
299 399 499 399 3f9 499 ®» 499 2®499 TIL L
CONDUIT SIZE Lt
B RS D NOT TO SCALE 285' TO CROSSWALK
ALL CONDUIT, CONDUCTORS AND CABLES SHALL BE NEW KAHAI AVENUE `A 0 3 SEE DETAIL "C"
R/W % E EX. UNDERSIDEWALK INSTALL 1 91C..
EX. 5 CSW EX. CATCH BASIN R/W A . 4 F DRAIN R W 1-DLC. 10 W3-1 W3-3 9
-- -- `R1O-12 .
FX 5 CSW / R/W
-
_.. 4� 03,08 d _.
t` I
E
X POWER POLE
3 �8
r- 8
r
_11
OH
_._ _w.. . ... ..._,.
wn.w.. ......._. _w .m... ...... ,.._.ww_, �..... w.._.. . SEE DETA L B _.... ..�...� _. . �_.....� __ . .. . .
_.._ .M�� ...._ _ _ . __ _ ..,_..w_.. _..w..W_
06 11 SEE Def A , _. m _.._ __ .. _
EX. CG
/ 6 EX. C/G 7
/ EX. C/G � » » �".r .,. EX. C G d- �.w 3 .-. �
EX. FIRE HYDRANT SEE ETAIL B w
C° 6 3-.E®� .M EX.' PP2356932E 7
a
c.� cv ..._.,. w._..,_ .... .. ........ ._m..___ ,w 9 °*�
11 SD r,._-..M,.-- _.w.n ... b�� _... SD � 30 N
SD � �...._�.., .w._,�� cv � ' .�� � � � EX. 20OW STREET LIGHT
ILI ._.. m _....__ .__ .__ __......--- ��_. ___�.�_ ..�..m_._ M.__.�__._._._ �� _.
µ �._,.........,.. _�. _ .,, .._ ®_ ... ..�__w_.,,. _�M.... _...._ ._...._._. .... _. ,._. .__ x_ , .. ._ r�
. _._.._.__. ..._.__ �..�_..._ _ _.,__.___w. ,� ....._._._ .,_ ..__ m. ___ ._,m_.__ _._._TXT . . _ _., TYP. � _ .�TYP: _ _ . �____....._ . c.4 11 •�.�►
22+00 25+00 ._� �.���.,r_w..._.._v__..._�. .���� , � .�....__._. __ _w � -� s
0°00 11 ��,� _�~ -2F D0 5 R3_4 _m. ._. _ o0
:.�r,..wM ._ _r. _.w _�._ _ �. .:_wr .._.w.: .M _ .._w., .:. ,... , :..M w.M_._w. _��� . _ _ __ � :_� _� � ,27+0 28+00
450 TO CROSSWALK M 2-W-�5 ,n . _ �.m R1 _m_ _ . w. .d.._._. ..... . ... ..__M:. .....__, _ ..w . .. 30+ 6 00 31+00
W-�5 I 01&06 � » 0-1 1 E-
_w...,waA 1
1 _.
SEE DE AI _ _.....__. .__ .
.�
.m
w
u r
��w .., M..�. » » IJ
�. ... mm.._. �. .--��� �-..,. �m..
6 6 11 __. .... _._. .. ,... ...M..__.._.. ._.M _. . . . ..SEE DETAIL A �I .m., .W _ .. 450' TO CROSSWALK
..5 R1om_�2M , w
.��..�,.� R3-4
11 11 6 .. mm�w
N �...._.
8 6 11
6 ... . 02-.05 -
40 TYP. r7 EX. R26 (CA} N F �
.,._
. R3-7 N S "Boo I w
�.._ �... .: , ,� EE DETAIL B
EX. C/G a EX C G i 11
7 .. � , __ _. M. _,._..... ._.._m. .... . SE DETAIL A17 7
EX. C/G
. ._
_._..a.w._..�.. _. .�... .--77 _�.__ _ _._.�_.._ __M. .
SE DET IL B
EX. FIRE HYDRA EX. C G
�......___. .,,.__.._.. �, __... __ ...... �n_ R3-4 52
NT /
_.. __
.., .._ ._....w. ..ww._._._ _.....w. _._ M.. 1-1
�►2 _. ..�..I �_....,. .,w,.._.
� 67�
P=: 4 s�4 �- ,� �--
W3-1 10 R W_� EX. R26 (CA) , EX. POWER POLE - ~
-. -.
9 W3-3 / 285 T C OSSWAL EX. 5 CSW R/W TENON I , _...-_...µm_�.-.__._M_____ - ., _..m _-_ F EX. 5' CSW EX. R2-1(40) R/W R/W
IIJENERAL INSTALL 1 C., R1-1 10 4 _ _ ® EX. POWER POLE
1-DLC EX. POWER POLE
SEE SHEET 1 FOR GENERAL NATES. H F-12
5 G
NOTES:CONSTRUCTION 8 r SEE BELOW LEFT
10 R1-1
EX. POWER POLE
1 FURNISH AND INSTALL 8 PHASE NEMA ASC/35-2100, DETECTOR SENSORS :D E:6
AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET, EXACT LOCATION TO SNSElOp - - 2- 08 6 ' E
R BE DETERMINED BY THE CITY ENGINEER. INSTALL CONTROLLER CABINET EX. POWER POLE X. C/G
�` ON FOUNDATION WITH PAD PER CASE 3 DETAIL. INSTALL TESCO TRAFFIC EX. POWER POLE
0y BATTERY BACKUP SYSTEM. FURNISH AND INSTALL PHASE SELECTOR TENON M r R/W R/W o 11 10 W3-1
MODULE AND ALL APPURTENANCES PER THE MANUFACTURERS SPECIFICATIONS ONSLJLJ1111M.- 11
YA Y TO PROVIDE THE INTENDED OPERATION. SEE SPECIAL PROVISIONS. EX. R26 (CA) 11 +
0 Fil FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE ENCLOSURE PER STANDARD 00 EX. R2-1(45} INSTALL 1 " C., ' ' 9 9 9
EX. C/G 1_DLC 12 32 32 12
® YA DRAWING No. 407 AND SPECIAL PROVISIONS. R/W r
GA (� 1 50A-SP CIRCUIT BREAKER METERED SIGNAL f r 88 R/ /
2 30A-SP CIRCUIT BREAKERS UNMETERED LIGHTINGU14' 12' 12' 12' 14' No. REVISION APP . DATE
GA 1 15A-SP CIRCUIT BREAKER METERED I.I.S.N.S. EX. R26 (CA} 6 m
» 8 _
12"- LENSES 3 INSTALL 3 CONDUIT WITH 3#6 WIRES FROM EDISON FEED POINT, POWER POLE NO. 11 J I y F A C H "El"'
12"- LENSES PP2356932E, TO SERVICE PEDESTAL. X. C G
VT 9 W3-3 N 0 UU AMONU Aa
„ „
El FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR UNIT '�` r �
i 0
TIL PER THE MANUFACTURER'S SPECIFICATIONS. EXACT LOCATION OF DETECTOR 11 i' U
TRAFFIC SIGNAL_ PLAN
SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
r _.- 0 7
HERIVIOUA AVEN ft
El FURNISH AND INSTALL SIGN ON MAST ARM PER CALTRANS STANDARD PLAN dde w h I I -to
ES-7N, DETAIL "U". PREPARED UNDER THE SUPERVISION OF
r
AT
SIGNING & STRIPING NOTES:. UREET
to
Underground Service Alert 6 WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS. 1-5-08 MUJIB AHMED - R.C.E. 68467
7 » » 0 APPROVED BY DATE
INSTALL WHITE SIGNAL AHEAD PAVEMENT WORD MARKING PER CALTRANS STD. PLAN A24D. + CITY ENGINEER -
FORE y®� 0 "D r� R.C.E. N0. 67
GPv o�
Call: TCS LL FREE 8 INSTALL TYPE IV ARROW PER CALTRANS STD. PLAN A24A. MTy NorthQRpFESS/pN DESIGN PLANS PREPARED BY RECO ENDED
1 -800
9 INSTALL SIGN AS INDICATED. r. R/W 4�oJ3�� Ay��IF GL
65-_
'wM
EX. R26 (CA} EX. C/G EX. R26 (CA} ' z DRAWN
422-4133 10 REMOVE EXISTING SIGN AS INDICATED.
W N0. 68467 ® PLANNING&ENGINEERING SHEET
0 20 40 cr . s-3o—os �r WTG 3190 c Shelby street ()F
11 EXISTING STRIPING/PAVEMENT MARKINGS TO REMAIN. of 1" 20' s 4 Ontario, California 91764
SEE ABOVE RIGHT q CIV1�- �Q' CHECKED Tel: (909) 890-9693 Fax: (909) 890-9694 DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG
RS REMOVE AND SALVAGE EQUIPMENT. OF CA��