HomeMy WebLinkAbout1769-S CONDUCTOR SCHEDULEm X POLE SCHEDULE
s
CABLE POLE AND/OR RUNS .'- STANDARD LUMINAIRE I . I . S. N. S. SIGNAL MOUNT I NG PED. PUSH BUT . PLACEMENT
/A.w.G. CIRCUIT 0 0 Q Q Q Q Q Q 1 [A '
NO. TYPE HE I GHT SIG. M. A LUM.M. A ( H.P.S. V. ? LEGEND BLK .# VEHICLE PED. PHASE QUAD . ""A "B" REMARKS
1 2 3 4 5 6 7 8 9 1 11 1 1 _�
1 05, 05P 1 1 1 1 1 - - - - - - - _ _ _ A 26A-4-80 35' 40' 15' 20OW 8th ST 10100 2-MAS SV-1 -T SP-1 -CS - - 1 9. 0' 3. 0' SEE NOTE 5.
2 04 . 08 - 1 1 1 1 - - - - - - - - - _ B 1-A 10' - - - - - - TV-2-T - 5 W 14. 0' 3. 0'
(3) 04 , 04P - - 1 1 1 - - - - - - - - _ _ C 19A-2-80 35' 25' 12' 20OW Hermso AVE 8900 MAS SV-1-T SP-1-CS 5 W 20. 0' 3. 0' SEE NOTE 5.
4 06. 05P - - - 1 1 - - - - - - - - - - D 22 35' - 15' 20OW - - - SV-1-T SP-1-CS 4 N 21 . 0' 3. 0'
125 06. 06P - - - - - 1 1 1 - - - - - - _ Z I j I E 19A-3-80 35' 25' 15' 20OW 8th _ ST 10000 MAS SV-1 -T SP-1-CS 4 N 13. 0' 3. 0' SEE NOTE 5.
SCC
6 04 , 08 . 04P - - - - - 1 1 1 1 - - - - - - ; I w F 1-A 10` - - TV-2-T SP-1-CS 6
7 08 - - - - - 1 1 1 1 1 - - - - - ( ; Q G 19A-2-80 35' 25' 12' 20OW HermDso AVE 8800 MAS SV-1 -T - 6 E 26. 0' 3. 0SEE NOTE 5.
- - - - - -
8 05. 06P - - - - - 1 1 1 1 1 1 - - - - J H 22 35' 15' 200w SV-1 -T SP-1-CS 36. 0' 3. 0'
00
_ _ _ _ I I
TOTAL 1 2 3 4 4 4 4 4 3 2 1 - - - - o SINGLE TENON MAST ARM.
Ld1 Iz�
I..I
(2) 05 PPB - 1 1 1 1 - - - - - - - - - - W
(3) 05 PPB - - 1 1 1 - - - - - - - - - - w I o iii a
- - - 1 1 - - - - - - - - - - _j icr_ NOT NOT NOT
ii ' w
404 PPB I USED USED USED
3 - - - - - 1 1 1 - - - - - - - I ~ k II m
Scc 504 PPB
6 06 PPB 01 02 03 04 ! Z ~
7 06 PPB - - - - - 1 1 1 1 1 - - - - - WSCALE: 1 " = 20' -e---+►
- - - 01
W
i I
8 - - -- - - - - - - - �2 1 NOT ;
TOTAL - 1 2 3 1 3 3 3 3 2 1 - - - - - w; z USED Q W
- - - - - r ^ I I --�
CAMERA CABLE 1 1 2 2 2 2 2 2 1 1 , 1 �0
-
EMERG. PRE-EMPT 0
1 1 2 2 2 2 2 2 1 1 - - - - - V ! ' I I
RR PRE-EMPTION 1 1 1 1 1 - - - - - 06
- 1 - - - ( I 1
1 05 07 08
� INTERCONNECT - - - - 1 - - - - - - - - - - s I I
1 R�5 I PHASE D I AGRAM ,
I . I . S. N. S. 2 2 2 2 - - 2 2 2 2 - - 2 - - �' +
#12 CAMERA POWER 2 2 2 2 - - 2 2 2 2 - - 2 - -
i I
I 1
TOTAL 4 4 4 4 4 4 4 4 - - 4 - - 7 I , m (�
#10 LUMINAIRE 2 2 2 2 - - 2 2 2 2 2 - 2 - - O4 Q
METROLINK RELAY CABINET.
+ R=40' I 1 1 PHONE ( 800 ) 446-9721 . m
#4 SERV I CE - - - - - - - - - - - - - 2#8 3 � I � I R=35 >E
6 ; DOT N0. 026160N. S6-40. 60. +
CONDUIT SIZE ( INCH ) 3 3 3. 5 3. 5 4 4 3. 5 3. 5 3. 5 3 3 2 2 2 3 ,
RU58 COAXIAL CABLE. SEE SPECIAL PROVISIONS. O C O 11 i 250'
EMERGENCY VEHICLE PRE-EMPTION CABLE.
I� _ ..�� CONDUIT AND CABLE BY METROLINK. TO LIMIT LINE
3414 SHIELDED & BRAIDED CABLE. A I ' 06p I I i OlJ � c
R1
H E R M 0 S A `/ N
II1 -12 PAIR #19 INTERCONNECT CABLE � � 04p � i [ �y i1A V E V E a
---L-- -- -- -- -- -- -- -- --�-- -- -- -- -- -- 08
-- -- -- 08 - - -- -- -- --
a_ 05 - ---- �-- �-
Y.
Y 06P06 yl �
ly 1
I I 2„ GAS EDISON 2„ GAS r -- ' / I I 8" WATERAl
I I t
LS7 (17' X 6' )
10 WATER (ABANDONED)
10" WATER (ABANDONED ) / , I p
12" WATER -- -12" WATER r - // / 2-N- 06 -3-N- 06-T--' 1-N- 06
7 F / EDISON (6' X 43' (6' X 20' ) j w
8 - b, E3
SEE DETAIL "A"
--- -- 12" SEWER --- 12" SEWER
59 60 61 62 � .. I
�4-S- 050+ 3-S- 05 - + + 05 - -r�� + + 3 --� t64 +65 2„ GAS + - -
(6' X 6' ) (6'
z ' n 30' I I I 12„
S
v' (-e s.{ I r,,- EWER _ _ __________ -�- ------
a FIBER OPTICS �' I I W ,.- ------------- --- ------- -r---- 48_ STDRAIN
---- --------------- IDI ---
_____ --1-S- 05----------------------- ------ w _ - TYPICAL �4 1 1 ~ ------ �; -
(17' 0 3r
8' X 8 BOX STORM DRAIN 36 STORM DRAIN ��r--- _ \�\ OS + ,�, I 1 ��� ��� �-� y-,�
N ---------------
y-
r-11-------- ---4-� --- 1 I I cv i I I
i �T� 11 06` TYPICAL ❑6 �� I 1 EDISON 3 FIBER OPTICS --�
0 �T�
_ _ o o
, _ ® w 05
71
• ._.. ,__,_.-_ i-*T-. •s fir - \ OS p __ I 1 -
-- --- •� 6E 6E 04 04 04 j�
/
- -- -- -- -- - - --
Q� 5 04 � ` CONDUIT AND CABLE BY METROLINK. :,'
250' 2 \ p �,
TO LIMIT LINE
_❑ I SIGN SCHEDULE
20' 25' �+ •�0 �' I 6 rL--�-�,( i ' R
SERVICE FEED POINT IS PROPOSED EDISON 1 2 I v O MOUNT ON -
I o� � 1 POLE FAC
COMPANY HAND HOLE. ENTER HAND HOLE \ /' /' "
WITH CONDUIT AND CONDUCTORS AS SHOWN. Q i R=40, + i �� ,� 12 SOLID Y N0.
SPLICING OF CONDUCTORS BY EDISON. I I � , / SECTIONS POLE MAST ARM ING 08 A//
PHASE 5 OR 6 R96 w
I �-�---ice ,��
+ R=50' ( i Z i .c' G OA R96B - W
1 -12 PAIR #19 INTERCONNECT CABLE, 2 CONDUIT. CONSTRUCT INTER- I 1 I a I/ ,{ - R34 S
CONNECT CONDUIT TO TRAFFIC SIGNAL PULL BOX AT THE NORTHEAST CORNER � � POINT OF CONNECTION FOR I o � � 12" ARROW
OF HERMOSA AVENUE AND SIXTH STREET, A TOTAL DISTANCE OF APPROXIMATELY i m RR PRE-EMPTION. SPLICING i 7 SECTION �� E - R34 * N
2 . 500 FEET. CONTINUE CABLE TO TRAFFIC SIGNAL CONTROLLER CABINET AND I F A METROLINK. I o
, I O CABLE BYt- 1 R96 - E
TERMINATE AS REQUIRED. INTERCONNECT CABLE SHALL BE RUN CONTINUOUS 11 't' i N I H
FROM CONTROLLER TO CONTROLLER, WITHOUT SPLICING. MAXIMUM PULL BOX � ii I R96B - E
SPACING IS 600 FEET. SEE CONTRACT SPECIAL PROVISIONS. II
s 11 SEE STANDARD PLAN
r i DETECTOR SCHEDULE COMBINATION SIGNAL HEAD DETAILS ES-6T, DETAIL "U".
SINGLE OR ONE-WAY INPUT / i ' ' SENSOR CHANNEL DETECTOR INPUT
SINGLE OUTPUT SCALE: NONE
OPTICAL DETECTOR 11 1 1 -S-05 5
CONSTRUCTION NOTES � � I 1 .� ..
1 INSTALL TYPE
-- 2 2-5-05 13 DETAIL A
„
I S ALL Y E 90 CONTROLLER IN A TYPE R CABINET ASSEMBLY COMPLETE. 0.75 , „ 1 1 -W-04 4
SEE FOUNDATION DETAIL . CASE 3 , ON SHEET 10 FOR FOUNDATION CONSTRUCTION REDUCER.-----,,,, . . '
AND CONTRACT SPECIAL PROVISIONS FOR REQUIREMENTS. izi 2 2 2-W-04 12
_-. �i v 1 3-S-05 2 CITY
❑2 INSTALL TYPE III -BF SERVICE ENCLOSURE PER NOTES ON DETAIL SHEET AND - ! w ��� , 0 3 2 4-5�5 10 NO. DESCRIPTION OF REVISION DATE APPROVED:
o CONTRACT SPECIAL PROVISIONS. I ; o I
❑ f"" N �N� m ; W 4 1 1 -N�6 6 CITY OF RANCHO CUCAMONGA
a 3 THESE DETECTORS SHALL BE ALSO USED FOR BOTH COUNTING AND SYSTEM PURPOSES O ..
co VIA THE CONTROLLER' S AUXILIARY DETECTOR CHANNELS. ! ? 2 2-N-4J6 14
I I I J
4 INSTALL EMERGENCY VEHICLE DETECTOR ON SIGNAL MAST ARM PER DETAIL "B„ MAST ARM i i 1 1 -E-08 8 TRAFFIC SIGNAL PLAN
5 2 2-E-4J8 16
W HEREON. SYMBOL >- DENOTES ONE-WAY INPUT / ONE-WAY OUTPUT SENSOR. i � N
z 1 -N 1
z 1 1 I � 3 -416
w F5 I . I . S. N.�S SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM PER 0 0 6 2 NOT USED - H E RMOSA AVENUE 8�
DETAIL A ON SHEET 10. CONTRACTOR SHALL PROVIDE NEW MOUNTING ASTRO MINI-BRAC AB-0132-L I,, , ,BRACKETS FOR I . I . S. N. S. R AB-0155-L MOUNT OR ___ w I I ( A 02 OPT EVP 3 8TH STREET
APPROVED EQUAL. F I I 7
❑6 SYMBOL D DENOTES ITERIS "VANTAGE PLUS" VIDEO CAMERA MOUNTED ON Iii B 04 OPT EVP 4
o LUMINAIRE MAST ARM. SEE CONTRACT SPECIAL PROVISIONS FOR MOUNTING EMERGENCY VEHICLE + i i A 06 OPT EVP 5 ��Q�04CSS/py�l APPROVED BY: ` � DATE: % -
M S f' CITY ENGIN ER
V) DETAILS. 8 B 08 OPT EVP 6 �� �� /��� f DESIGN E ✓ \�- RECOMMENDED
DETECTOR DETAIL k R.c.E. No. 24953
F7 CROSS-HATCHED AREAS DENOTE DETECTION ZONES WITH CHANNEL DESIGNATIONS _ w �, P R E P A R E D B Y
Go SCALE: NONE No. 18707
w FOR ASSIGNING DETECTOR OUTPUTS TO THE CONTROLLER FROM VIDEO SYSTEM. KA * Exp.6-3o OS * WCS WARREN C . S I ECKE SACS
= FOR THE PURPOSE OF ESTABLISHING DETECTION ZONES, DETECTION AREAS TRANSPORTATION d
ARE 6' X 301 , UNLESS OTHERWISE NOTED. DETAIL "B " � sr�l r/vl� ��� DRAWN TRAFFIC ENGINEERING SHEET
0 f Of CAV\�� US 20142 CANYON DRIVE 10OF
12
x YORE LINDA, CALIFORNIA 92686
CHECKED DRAWING NO.
WARREN C. SIECKE R.C.E. N0. 18707 1769S
3GENERAL NOTES GENERAL NOTES . CONTINUED
TYPE "R" CASE 1 1 . TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, UNLESS OTHERWISE DIMENSIONED.
CABINET` CENTERLINE OF DOUBLE YELLOW LINE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN THE CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN OTHERWISE.
TYPE OR MEDIAN CURB FACE LINE SPECIAL PROVISIONS.
SECTION "R" 7. VEHICLE INDICATIONS SHALL BE 12", PULL BOXES N0. 5 AND CONDUIT 2" RIGID METAL
CABINET Q 2 . TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN UNLESS OTHERWISE INDICATED.
SIDEWALK SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS
• . - 12 CROSSWALK OF LIMIT LINE CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES B. ELECTRICAL SERVICE SHALL BE 120/240 VOLTS. PROVIDE CIRCUIT BREAKERS FOR
AND LEGENDS. SIGNALS ( ONE 50 AMPERE ) , ILLUMINATED SIGNS (ONE 15 AMPERE ) , AND SAFETY
SIDEWALK o 4 N LIGHTING ( ONE 30 AMPERE PER EACH 1200 WATTS OR PORTION THEREOF ). COORDINATE
- _ 3. PAINTING PROCEDURES FOR STRIPING AND PAVEMENT MARKINGS PER STANDARD SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION.
PLAN SECTION - 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT
30' 15' 10' 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS
o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR REQUIRED FOR THE OPERATION.
_ SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY
LEFT TURN LANE COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- UTILITY COMPANIES PHONE NUMBERS
STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR
2' - SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE SOUTHERN CALIFORNIA EDISON CO.
8 " BARRIER LINE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ( CONTACT RENEE FASTNER ) ( 909 ) 357-6240
MAY NOT BE SHOWN ON THESE PLANS. SOUTHERN CALIFORNIA GAS COMPANY ( 800 ) 422-4133
• •'. ° � CASE 2 = GENERAL TELEPHONE COMPANY ( 800 ) 422-4133
M THRU OR LEFT 10' ~ 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR PACTEL ( 800 ) 422-4133
" SECTION TYRE TURN LANE N 3tTO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP CUCAMONGA COUNTY WATER DISTRICT ( 909 ) 987-2591
R
TYPE _
CABINET •' CAB' _ DETECTOR LAYOUT. ( WATER AND SEWER )
- � Z
><. .I SIDEWALK UNDERGROUND SERVICE ALERT ( 800 ) 227-2600
�--+I- ° ` ° =o 4 " LANE
L ANE L INE OR 8" BARRIER L INE N a
SIDEWALK
10'
PLAN SECTION THRU LANE
°-
„A
_ N
4 " LANE LINE OR 8" BARRIER LINE M
CURB FACE EXISTING CURB d GUTTER _
, 7 7-
O"
THRU OR RIGHT
10'
TYPE "R" N _ CASE 3 TURN LANE / Cr ao
CAB I NET TYPE 2 w
SECTION R s � - O t -
05
a s SIDEWALK CAB. �l 1 , I - Q a + 16. 5" �. 8 "UC/6 "LC R
--L L
0.5 4n
'^ y0
4
- _
TOP OF CURB FACE-----'
_ _ �L - 00- 11
VAR IES J > • U B -
m
v
PLAN SECTION �--- CURB FACE
TYPE "R " CABINET FOUNDATION d, PAD DETAIL LOOP DETECTOR PLACEMENT SIGNAL STANDARD PLACEMENT DETAIL I e I . S . N o S • LEGEND DETAIL
( REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS ) ( EXACT LOCATION TO BE FIELD DETERMINED BY ENGINEER )
REMOVABLE STEEL CAP
'
ARM LENGTH
SEE
"SIGN 60" 24"
TAB" 48" 12"
DETAIL- -1'2"
7\ r_
CL - - — -- - - - - -1- + `t
AVE
1 � z
" COUPLING
illiken 6300 AT BOTTOM FOR
SIGN WIRING
(NIPPLE &
1 1 CONNECTORS
6'-0" OR 8'-0" 6" BY OTHERS )
NOTE: LB CONDULET, STO CABLE. HANGING HARDWARE d SIGN BY OTHERS
ARM TUBE SIZE GENERAL NOTES
LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS
SHAFT Steel of 48.000 psi minimum yield after
8'-0" 2 3/8" x 3 1/2" x 11 GA. fabrication
BASE PLATES ASTM A-35 Steel ASTM A-36 Steel
4LI
ACK CLAMP b FLANGES
/4 BOLTS PIPE ASTM A-36--53 Grade 'B" Steel
ASTM A-30T) MATERIAL SPECIFICATIONS
NAL POLE BUTT MELDS Ground flush with base metol
METER AT
ABOVE LONGITUDINAL All welds shall conform to AMS 01.1 weld
ISHED GRADE WELDS specifocation
FINISH COATING
STRUCTURE Hot dip galvanized per ASTM A-123
CLAMP
HARDWARE Hot dip galvanized per ASTM A-153
SIGNAL 112" DIA. DESIGN CRITERIA
POLE DEBURRED STRUCTURE d In accordance with the "Specification
HOLE IN HARDWARE for Structural Supports of Highway DESCRIPTION OF REVISION DATE CITY
CLAMP Sigqns. Luminares and Traffic Signals."
AA HTO 1994 NO. APPROVED:
o a," WELDING In accordance with the "Specification
1" DIA. HOLE for Structural Supports of Highway CITY OF RANCHO CUCAMONGA
w/GROMMET IN
Si?ns. Luminares and Traffic Signals."
a POLE (FIELD AA HTO 1994
� _ _+ GRILLED)
TRAFFIC SIGNAL PLAN
NOTCH OR
W DRILL FOR 7�i5" DIA. HOLE _ _ Underground Service Alert
� DRAINAGE IN CLAMP SUP- r{AR
HERM SA AVENUE 8�
PLIED WITH A 8 T H S T R E E T
o TYPE "F" 3,d"-16 3"
w UNC BLUNT POINT RAD. AS REQ'D. (HOLD)
(PIRE
LOT HOLE + �_ 0Ef oQ y�L Call: TOLL FREE
TO BE FIELD GENERAL INFORMATION & DETAILS
DRILLED) 3/4' RAD.
Z 9 " ; ,,Z" R�I 1-800 Q�,puss/O,y APPROVED BY: DATE:
o CLAMP DETAIL .6 DIA. DRILL 422-4133 �Q� �MC• S/�f` CITY ENGINEE U Ott" R.C.E. NO. 24953
1� SIGN TAB DETAIL TWO WORKING DAYS P R E P A R E D 9 Y
F- = DESIGN RECOMMENDED
No
Go BEFORE YOU DIG Wcs WARREN C . SIECKE JCs
. 18707
HORIZONTAL I . I • S . N . S . MAST ARM DETAIL * Exp.6-30 05 * DRAWN TRANSPORTATION & SHEET
fr
CIM TRAFFIC ENGINEERING
SCALE: NONE Of CAl\� US 20142 CANYON DRIVE 11 OF 1 Z
D E T A I L A CHECKED YO �!,A LINDA, CALIFORNIA 92686 DRAWING No.
U. WARREN C. SIECKE R.C.E. NO. 18707 176 9 S
I i
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— 1w
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a W
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J o w REMOVE EXISTING EDGE STRIPE
i • 0 w I W I I N l q'N (5 �TF i v;— �G F�- T r �A —
� M N ��1LE'v RD
SCALE. 1 40 I i z i I A.Pr .OX I,�A 36 FEE E 1 ; t.!v"
3 vi i I i 3 EXISTING VERGE ARROWS. ---\
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EXISTING EXISTING R-40 � E � � INSTALL 10Ii
EXISTING EXISTING C z o ! , ! \ !
a +----_J----}--{--- _f j R-35' - -- R=35'+ EXISTING , 1
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PAW!DOUBLE YELLOW f I
--- -------_ --— -- ---- I -} [
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REMOVE j ? ! I �� I i i { j I R-zs i
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' EXISTING U INSTALL 8� i I 8 fNSTALL i i I p\'-� I I u EXISTING
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EXISTING i 1 EXISTING
` + EXISTING j
i t Ra50' I � � . . � 15'
j i I
REMOVE EXISTING EDGE STRIPES AND i 1 21' 21' ( j 50 30 30
15
3 EXISTING MERGE ARROWS. I 1. 50 { POCKET BREAK BREAK J
DY I I
50' ' 400' � 269' !
j REFERENCE _z i
540' 1 60' L 70' i – L H
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R61-5.1
STRIPING & MARKINGS LEGEND SIGNAGE LEGEND NOTES (36. X 307)
SIGN DETAIL
DY = DOUBLE YELLOW PER R.C. STD. 133 ITEM DESCRIPTION SIZE 1. PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY. NOME
2W = TWO-WAY LEFT TURN PER R.C. STD. 133 2. ALL STRIPING AND MARKINGS NOT CONFORMING TO THIS PLAN SHALL
BE REMOVED BY SANDBLASTING AS DIRECTED BY THE ENGINEER.
W = 12" WHITE PER R.C. STD. 133 �1 R26(S) SIGN * 12" X 18"
3. ALL STRIPING AND MARKINGS SHALL BE BEADED. TWO COATS OF
BW 8" WHITE PER R.C. STD. 133 ❑2 R1 SIGN 30" PAINT ARE REQUIRED. FIRST COAT SHALL DRY TWO WEEKS BEFORE
APPLICATION OF SECOND COAT.
LW 100' LONG 4" LEAD WHITE PER R.C. STD. 133 F3] Rt 8.2.t(RT.) SIGN 36"
4. STRIPING LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO
SW 4" SKIP WHITE PER R.C. STD. 133 R W11 SIGN 36" PAINTING. CONTACT THE ENGINEER 48 HOURS PRIOR TO LAYOUT.
DW 2-12" WHITE SEPARATED BY 12" Fil R63 SIGN 24" X 30" 5. STRIPING LAYOUT SHALL BE SUPPLEMENTED WITH RAISED PAVEMENT
MARKERS PER DETAILS IN RANCHO CUCAMONGA STANDARD PLAN 133,
RR 24" WHITE ❑6 W75 SIGN 36" AND PER DETAILS IN THE CALTRANS STANDARD PLANS A-20-A.
A-20-B AND A-20-C.
= RAILROAD CROSSING MARKER �7 W17 SIGN 36"
- 6. DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK UNE
"STOP" LEGEND F8] W41 SIGN 36" SEPARATING YELLOW LINES.
_ "SIGNAL" LEGEND F91 R2(45) SIGN 36" X 45" 7. CONTRACTOR SHALL FURNISH AND INSTALL THE REQUIRED QUANTITIES
OF SIGNS, SIGN POSTS AND PAVEMENT MARKINGS AS NOTED HEREON
IIW "AHEAD" LEGEND F,0 W47 SIGN 36" AT THE DIRECTION OF THE ENGINEER.
"45" MPH LEGEND Fill W48(2) SIGN 30" X 24" 8. CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12" WHITE STRIPES
AND SHALL START AT HALF-DELTA. UNLESS OTHERWISE NO. DESCRIPTION OF REVISION DATE ar>!
= STATE TYPE N TURN ARROW [12] R7 SIGN 24" X 30" DIMENSIONED.
t� = STATE TYPE VII TURN ARROW 13 TYPE N-1 MARKER 18" CITY OF RANCHO CUCAMONGA
= STATE TYPE VI MERGE ARROW FRS] EX., INSTALL R61-5.1 36" X 30" STRIPING PLAN
------- EXISTING STRIPING TO REMAIN HERMOSA AVE.
* SEE DETAIL HEREON.
= CONSTRUCTION LINES
FRW MM ST. TO APPROX. 3W* SOUTH OF 8TH ST.
INDICATES DETAIL PER CALTRANS STANDARD
( ) � SIGN ON LIGHT POLE
ESS/ l G
_ _ tt� APPROVED BY: DATE:
PLANS A20-A, A20 B AND A20 C Q Ay
O •�l
CITY NGIN
M SIGN ON GREEN STEEL CHANNEL ��.\��� �F� �i o�oM E EER R.C.E. N0. 24953
P P IIBDOMMENDED
h 3
r
PLAN PREPARED BY:
– No. 24953
z
JAG-
CITY CITY OF RANCHO CUCAMONGA
Exp. 12-31-05
C 10500 CIVIC CENTER DRIVE
* * DWAN RANCHO CUCAMONGA, CA 91730 NUT
C�Vy� ��
7 PK
or CI►\-\f
CHECM o�►w�c;<NO No.
RC.E.
JAD DAW ME NO 1769b