HomeMy WebLinkAbout1964-S GENERAL NOTES GENERAL NOTES (CONT.
1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT EXCEPT AS NOTED. CENTER LOOPS IN THE
R4�
AND STANDAR SP CIFICATION DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
THE PECI L PROVISIONS.
CASE 17. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL
SECTION "R" CAB. � OF DOUBLE YELLOW UNE 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECI— EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED.
FICATIONS TRAFFIC MANUAL MAINTENANCE MANUAL. AND STANDARD SP CIFI A ONS. CONFORM
OR MEDIAN CURB FACE p `T LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS
"R" CAB./ S ' , /o EFT RN LAN N 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS ONE 50 PORI PORTION ED SIGNS (ONE 15 TRE THEREOF). COORDINATE SERVICE DETAILS AND, AND SAFETY LIGHTING SCEDULINGAMP
WELL
SIDEWALK ' • ' 0' 5' - )NORKS CONSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON.
5'X6' 5'X8' 5'X6' 10 5X6' LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY.PLAN SECTION 4. O EU E 0 L IT SHALL
CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
q 8-WHITE TURNING LANE UNE "� SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION.
COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB-
2' THRU LANE 0 STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS
SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE
UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO.
10' - �_ ARE NOT SHOWN ON THESE PLANS.
CASE " SOUTHERN CALIFORNIA GAS CO. ) 909 357-6240
800 422-4133
CAB �' �► 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON 800 422-4133
TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800 422-4133
• ' SECTION ad, Q, 4" LANE UNE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT 19091 987-2591
—.— (WATER AND SEWER)
"R" CAB. SEMLK I ; , ' '' ' 1Afffq1q THRU LANE UNDERGROUND SERVICE ALERT (800) 422-4133
SIDEWALK ' 10'
PLAN SECTION
4 LINE OR 8 o
CURB TURNING LANE LINE
EXIST. C & G I
THRU OR RIGHT 10' •¢ E.C.R.
N 2 TURN LANE i T �»
CASE 3 "R", .N `' 1 " S
"R" CAB. SECTION CAB 5' 0. W ° 16Y2
SIDEWALK d' `i' TOP OF CURB FACE 1 j » ^ »
° / ' •'• • '• • I
i.,VARIE 1040
. � 0
•
0
PLAN SECTION
TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL
PAD DETAIL REFER TO PLAN FOR DISTANCE
TO ADVANCE DETECTORS TO LOCATION BY ENGINEER IN THE FIELD)
STEELA8PLANS FOR THE CONSTRUCTION OF
ARM LENGTH
SIGN TAB" 6°$" 24" TRA F F I C SIGNALS AND SAFETY LIGHTING
DETAIL
"
AT
AVE
� � SINGLE INPUT
i i .�. n COUPLING AT EMERGENCY VEHICLE MILLIKEN A & LOS OSOS HIGH SCHOOL
6300 "BOTTOM—FOR PREEMPTION DETECTOR
IGN WIRING
NIPPLE &
I BY OTHERS)
°OR" J 0"
8'—O" "� 1.5"TO.75' ASTRO Mini-Brat AB-0155-L OR
NOTE: LB CONDULET, STO CABLE, HANGING REDUCER
HARDWARE & SIGN BY OTHERS AB-0132-L MOUNT OR
ARM TUBE SIZE GENERAL NOTES APPROVED EQUAL
LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONSSIGNAL POLE
2 3/8" x 3 1/2" x 11 GA Steelpit minimum yield of er o "tion MAST ARM
MSE PLATES S — e S — Steel e
& FANGES (ONE WAY ONE OUTPUT)
W/4 PPIPE SA-35--53Grade Steel
BOLTS
TM
A-307) BLITT WELDS Groundus with ase metal WIL40N AW
LONGITUDINAL AN w 11
sat�shagconform to AWS DIA weld
SIGNAL POLE WELDS spec�70con
DIAMETER AT EMERGENCY VEHICLE DETECTORS '
24' ABOVE
FINISHED GRADE STRUCTURE Hot (rip galvonTzed per ASTY A-123
Project Sr'f9
HARDWARE Hot ip galvanized per ASTM A-153
BANYAV ST
ITE
1"
STRUCTURE In actor ante with the -Specification orSE_cTu_rcV
R CLAMP HARDWARESupports o1 Highwo Signs, Luminares and
Traffic Signals. AASHTO 1994 Wim on
WELDINGn actor once with the peri ication for Shctural
210 FREE1WY
1 1/2" DIA. Supporta of 11iihwa Signs Luminores and CITY
DESCRIPTION OF REVISION DATE PRO
DEBURRED Traffic Signals. AA TO 194 N0. APPROVED:
SIGNAL POLE HOLE IN
CLAMP
7" QIA HOLE IN T CITY OF RANCHO CUCAMONGA
3" CLAMP SUPPLIED NOT m X"
WITH A TYPE nFr ARM _ _ WCifW PAW W
—16UNC BLUNT - 3 TRAFFIC SIGNAL PLAN
SOTAPPING
REW (PILO HOLE RAD. (HOLD)
TO BE DRILLED)IEID A3 REQ D. _ a,LINE RW M I L L I KE N AVENUE AND
NOTCH OR DRILL 1" D64 HOLE RAP. 1• 1• J
FOR DRAINAGE WNi'
GROMMET 9" 7:r f-- LOS O S O S HIGH SCHOOL
(FIELD DRILLED) DRILL DVICINITY MAP GENERAL INFORMATION AND DETAIL
CLAMP DETAIL DRILL TAB DETAIL
0 -
b APPROVED BY: DATE:
y iF p CITY ENGINEER � , RCE: 24953
HORIZONTAL IISNS MAST ARM 'Ezp. 3-31-06 DESIGN PLAN PREPARED BY: RECOMMENDED
* 42156 * J.L.A. CIN OF RANCHO CUCAMONGA J��
to �'r BRAWN 10500 CIVIC CENTER DRNE SHEH1
RANCHO CUC1/ 11,
A 91730
Or CAL\� J.L.A. =or 2
• CHECKED 4 DRAWING NO
R.C.L. NO 2158 -
11 3'i I'°fL�_FILE NO J
CABLE/CONDUCTOR SCHEDULE DETECTOR SCHEDULE POLE SCHEDULE
RUN No.
AWG CONTROLLER STANDARD SIGNAL MOUNTING PPB POLE LOCATION
POLE/PHASE &A2 3 4 5 8 SENSOR CHANNEL DETECTOR INPUT No _ LUMINAIRE 1.1.3.N.3.
Qq
B 3,0,6 8 1 1 2 - - 2 SIG. LUM. HPSV LEGEND
TYP- 1 - 1 1 1 TYPE SIG PHASE ARROW E B C
MA M.A. VEHICLE PED ***
C 4, 1 1 1 - 1 1-3-03 3 FO 28-5-80 5V 15' 30' 20OW WAS SV-1-T SP-1-CS 06 s-- Los Osos H3 -11' T
2 B 19-3-80 35' 15" 30' 200W MAS SV-2-TD SP-1-CS 06 — o Milliken goo SEE PLAN 3'
D ,8 1 1 1 1 2 1-N-04 (3 4
12C 1 5
C 28-4-80 45' 15' 30' 20OW 3-MAS SV-1-T - - Los Osos HS SEE PIAN 3'
_ _ . _ - _
6P 1 3 2 1-E-06 (2) 6 15 15' 30' 20OW SV-1-T SP-1-CS - - .5' 3'
G _ _ - 4 1 1-N-07 7 17-3-80 20'* 12' 30' 200W _ 08 �—� Milliken s"o0 -2' - 3'
2 1-5-08 ( 8 1A 7' TP-1 08 —►► .2' .3'
2 U
TOTAL 12C 1 2 5 1 1 1 1 2-5-03 ( 11
6PPB - 1 " 6 2 2-N-044 12 1. ALL EQUIPMENT IS NEW. °20'MAST ARM TO BE ADDED IN FUTURE (BY OTHERS)
B 6PP8 1 1 1 13 2. ALL VEHICLE INDICATIONS SHALL BE 12". INSTALL FLANGE COVER PLATE
C 7 2 _ 14 _ 3. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. �°AT 90°TO SIGNAL MAST ARM
D " 8 1 2-N-07 ( 15 ***SEE IISNS SIGN ARROWS SHALL POINT HORIZONTAL
ORIZ N AL ARM DETAILS ON TITLE SHEET.
3C 8PP8 _ 1 1 1 2 2-5-08 (4) 16
8P P8 - 1 1 - 9 1 17
2 - 18
. ' 1 19
" _ _ 10 2 3-N-04 (2) 20 R
21
O AL 3C 1 4 2 1 1 11 2 22
S.C.C. TYPE1 a2 3 4 5 8 12 1 23 Y PHASE D IAG RAM
2 3-5-08 (2) 24
#8 SERVICE _ _ _ " 1 EVP 06 EVP-3
COMMON " " - ' 13 2 EVP SPARE EVP-4
#10 LUMINAIRE 2 2 2 2 2 G '♦—
1 EVP 03 8 08 EVP-5 - 5
#12 IISNS 2 2 2 2 - * 14 2 EVP 04 g 07 EVP-6 _ 4
3#20 EVP CABLE 1 2 3 EVP DISCRIMINATORS �G 01 02 03 04
12 PR#19 SIC "
6 PR#19 SIC � � (x)=NUMBER OF!OOPS PER DETECTOR CHANNEL.
2 PR TELEPHONE _ _ " 6' 8.33% 2%* ANY DIRECTION 4 `
MAX. _
01 DLC
02 DLC - -►
DLC3 3
04 D C 2 a 2 2 DETAIL "A" 11 05� CURB 06 07 08
05 DLC - - - - - -
06 DLC 1 1 DETAIL n p n
07 DLC - 2 2 - - FUT. DWY 13
08 DLC 3 3 3 3 31' 42' so
[TOTAL DLC - 5 11 8 5 5 ILLIKEN
O D I IZE 2.0" 2.4 4.0" 2/2.q2.5"
2.0"
8 R 4 4 DETAIL "B"
y wo _ _ _ — - - - - - -
aw on* .. .. a. ..
NOTE B
%m j
T ,, Q!4 1 3 ` 11/2" C, 1 DLC W41
-------------------------------------- - - ---- ------------------------------- --------------------------------------- ------------------------ -- -- ------------------- - --------- -,p 'a -- --- ----- - -- ---- ---------------- ----------------------------------- -------------------------- -------------------------------- ---- --- -------------------------------------
- - - - - - - 11' DETAIL A I 3-N-04
06 O 100' 11
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O4 - - - - - 06 e- - - - - - - - - - - - - - - - - - - - -
11' iL2
11
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 - - - - - - - 7 - - 50, z�-s
- - � 3❑--- �4 N 13' 260' to � �
13 9 �a g 07 g X-WALK
r-1
9' - --- ------------------------------------- -- --- --
_ _ O7 - 1 _ _ _ 14 - - - _
�, 'x6 5'X6 5'X6 , r� 5' L. .- Q - =-=--
-------------- ------------------------------- -------------- . . 03 3� s - -----2-N-f�7 ------------------- -----�-N-Ol
260' to 1 13' _
12 � - 13'
50' LIMIT LINE 3 -------------------
- _— ---------------- O8 ------------------
-------------- ----------------- --- -----
_
/ //Vyy��\ `ice / �J L♦ e` �� 2 �i�
---------------------
--------------- Og 22'
------------------ ------------------- - --- ----- ------------------------ -- -------------------- Ex. w17 - �� 6 4 DETAIL "C"
16 WATER 6 11' �� - - �. `
RS _ < -
or w. �� .� w� �r �r ---�.w r - -------------- -------------------------------------- --------------
----------------
-------------- -- --- ------ --------- -------- ------------------- — — — —
-
� _ � _ T — fir —
SIDEWALK - � - - ��fi12� LG� - 6 -
_ 1
W41 5
o —1
N
5 - mw am
R 6 x1'�' 3 A 6 2"c.,2#8
R-O-W U Q o o
(n (� �� 2 410 (LIGHTING)
V O L�J '� O 14 2 �� 2 412 (1.I.S.N.3.)
CONSTRUCTION NOTES ° 215 AVENUE SCALE. 20
n- z - 3, DETAIL 'rC,r
D FURNISH AND INSTALL 8 PHASE NEMA CONTROLLER ASSEMBLY WITH DETECTOR SENSORS,UPS SYSTEM AND AUXILIARY w 017' 611 171611
EQUIPMENT IN A TYPE Tr CABINET PER THE SPECIAL PROVISIONS. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. SEE SHEET 1-CASE#2. 51
2 FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE WITH ONE 50A-IP CIRCUIT BREAKER FOR METERED SIGNALS,ONE 30A-IP 0 261
D � So ,
CIRCUIT BREAKER FOR UNMETERED LIGHTING AND ONE 15A-IP CIRCUIT BREAKER FOR METERED I.I.S.N.S. PER STANDARD DRAWING N0.407. 8 - 4,
orth
CURB
3 FURNISH AND INSTALL SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR ON SIGNAL MAST ARM PER DETAIL ON TITLE SHEET.
❑ U
� o
4❑ CONSTRUCT ACCESS RAMP PER CALTRANS STD. PLAN A88A CASE C. U) 8.33/0 2%* 8.33%
6' MAX. MAX.
U)
D FURNISH AND INSTALL 3"CONDUIT AND 3#4 SERVICE CONDUCTORS TO SCE POWER SOURCE. 15 INSTALL"U TURN ONLY"SIGN PER DETAIL U ON CALTRANS STD. PLAN E5-6T. —m- ..�. CITY
r 0 N0. DESCRIPTION OF REVISION DATE �
" 1 INSTALL 1 200'OF 2"CONDUIT AND SIC WITH#8 PULL BOXES AT MAXIMUM 600'
6D PAINT 12 YELLOW X-WALK AS SHOWN. *
ON CENTER TO CONTROLLER ASSEMBLY AT MI!lIKEN AVE 8 BANYAN ST
ECR ANY DIRECTION CITY OF RANCHO C U CAM O N GA
REMOVE EXISTING STRIPING BY WET SANDBLASTING. ..
. . .r
.
D
3: TRAFFIC SIGNAL CONSTRUCTION PLAN
F81 FURNISH AND INSTALL SIGN A3 SHOWN.
MILLIKEN AVENUE AND
D9PAINT DOUBLE YELLOW LINE PER CITY STANDARD 133 AS SHOWN.
Q,�oFEss,oLOS OSOS HIGH SCHOOL
10 PAINT 8"SOLID WHITE LINE PER CITY STANDARD 133 AS SHOWN.
11 "
PAINT 12WHITE LIMIT LINE AS SHOWN. APPROVED 8Y. DATE.
Exp. 3-31-06 CITY ENGINEER RCE: 24953
12 INSTALL"SIGNAL AHEAD"LEGEND WITH W41 A3 SHOWN AT 450'TO LIMIT LINE. * Na 4215b * DESIGN PLAN PREPARED BY: RECOMMENDED
D �� cm �� J.L.A. CITY OF RANCHO CUCAMONGA J A�
A�, � 10500 CIVIC CENTER DRIVE
13 PAINT 4"SOLID WHITE LANE LINE PER CITY STANDARD 133 AS SHOWN.
�� RANCHO CUCAMONGA, CA 91730 SHEET
Q.L.A. 214 CONSTRUCT WX 14'PCC 4"PAD AS SHOWN. 42156 .CHECKE �IL¢ R.C.G NO �� 7 �J