HomeMy WebLinkAbout2254-S A"NERAL NOTES GENERAL NOTES
UC
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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
AND STANDARD SPECIFICATIONS DATED MAY, 2006, AS SHOWN ON THE PLANS AND IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
° SPECIAL PROVISIONS.
CASE 1a !! �► 7. VEHICLE INDICATIONS SHALL BE 12", PULL BOXES No. 5 AND CONDUIT 2" RIGID METAL
SECTION R CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS MAINTENANCE MANUAL. EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED.
OF DOUBLE YELLOW LINE STANDARD SPECIFICATIONS AND STANDARD PLANS. CALIFORNIA MUTCD. CITY STANDARD PLAN
p d" OR MEDIAN CURB FACE 133 AND THE SPECIAL PROVISIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS
® SIDEWALK a ' A / N REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. AS SHOWN IN 120/240V SERVICE WIRING DIAGRAM ON CITY STANDARD PLAN 407.
R CAB, p ® LEFT TURN LANE COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED.
SIDEWALK ° '' '- 30' 15' 10' 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR
—C U-) �' V) PUBLIC WORKS CONSTRUCTION, 2006 EDITION AND THE SPECIAL PROVISIONS. ALL LEGENDS,
PLAN SECTION 04 ARROWS AND CROSSWALKS SHALL BE THERMOPLASTIC. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL
a BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
8"WHITE TURNING LANE LINE ''o FOR THE INTENDED OPERATION.
W4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL
THRU LANE i� JCLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR UTILITY COMPANIES PHONE NUMBERS
2 SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY
Q COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB-
10 N STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE SOUTHERN CALIFORNIA EDISON CO. (909) 357-6237
CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT (CONTACT JOSHUA LEIBELT)
CASE 2
ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES SOUTHERN CALIFORNIA GAS CO. 909 335-3919
0
SECTION R ' Lq „ w THAT ARE NOT SHOWN ON THESE PLANS. VERIZON 909 469-•6338
° CAB 4 LANE LINE CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591
b- w
�, 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO CHARTER COMMUNICATIONS 951) 830-8225
SIDEWALK / THRU LANE Cy z FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR TIME WARNER COMMUNICATIONS 909) 975-3343
R CAB. o _, LAYOUT. UNDERGROUND SERVICE ALERT (800) 422-4133
SIDEWALK ° r 10' r E--
io
PLAN SECTION
J
%o O
4" LANE LINE OR 8" o
TURNING LANE LINE
URB EXIST. C & G O I
E.C.R.v
THRU OR RIGHT 10' �-
c
TURN LANE
CASE 3 2' N Y2"'
f:R!! CAB. "Ref1
[>< , � 4 1 8"UC- 6
'!
SECTION CAB `c 5' w 1 / LC
1
SIDEWALK TOP OF CURB FACE F1 f < J/))
° ° >
M - ff i8 ff ff 2 10 004
VARIES
Q. O
PLAN SECTIONU
M
■ ■ ■ ■ ■
LEGEND DETAIL
TYPE `R1 CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE
PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD)
TO ADVANCE DETECTORS ------EMERGENCY VEHICLE
PREEMP71ON DETECTOR
1.5" TO .75ASTRO Mini-Brac MOUNT
REDUCER OR APPROVED EQUAL
REMOVABLE SIGNAL POLE :jbr
STEEL CAR ARM slzE "A" MAST ARM
L ® Banyan St Banyan St (ONE WAY ONE OUTPUT
SEE NOTE 3 12"
B
1 1
+ Lemon Ave Lemon AveEMERGENCY VEHICLE DETECTOR
BSEEM L.B. CONDULET
W/ 2" NIPPLE Highland Ave
Ft BLVD IN BOTTOM OF
UU hi 7200 ARM.
NOTE: 6" 19th St 19th St
FOR INTERNALLY ILLUMINATED STREET NAME OD INDEX OF DRAWINGS
SIGN AND ELECTRICAL DETAILS, SEE STATE
= -I
STANDARD PLAN N0. ES-33 AND THE
SPECIAL PROVISIONS. "v 0- = aSHEET TITLE
SIGN A END OD BASE OD THICKNESS L D CID 3
-s ® v'
6'-0 6'-0 2 1" 3�� 10 GA 4s" 18" uy � °�- TITLE / DETAIL SHEET 1
8 4 " " > TRAFFIC SIGNAL PLAN - 19TH STREET AT JASPER STREET 2
8-0 8-0 2 8" 316 10 GA 60 24 3" u? � Z, to
8 U BOLTS m X' CURB RETURN PLAN - 19TH STREET AT JASPER STREET 3
rt ASTM A-307 co
TAPERED n
TUBE SIGNAL POLE Base Line Rd Base Line Rd
1"
2-NUTS DIAMETER
_
4 c & LOCK - 1 rdc CD kwy
PERHrra Vista B P
3" END Vivero St 0 Te
1"
+ 2 f�. CLAMP SIGNAL POLE >
9" ' Church St Church St
16 DIA. HOLE
1i1
12
SECTION "B-B" 1"
4 f DIA.
DEBURRED
- + CLAMP'N No. REVISION APPR. DATE
Foothill Blvd Foothill Blvd
NOTES:
1"/DIA. HOLE
1. MATERIAL: STEEL OF 40,000 PSI NOTCH OR DRILL IwiV P
GROMMET
U C& V
0 C I T'If 0%1 F =H=Almm A`m n 4% AO&0 a A j%M w'm F4%j A
MIN. YIELD AFTER FABRICATION. FOR DRAINAGE =1"
2. GALVANIZED FINISH.
3. USE SPECIAL HORIZONAL MAST CLAMP DETAIL
ARM CLEVIS ASSEMBLY BY NUART. C Arrow Rte Arrow Rte
rnNorth 5
HORIZONTAL 118N8 MAST ARM N.T.S.
PREPARED UNDER THE SUPERVISION OF I T L E m D' Em A I L S mnm E.E T
STANDARD
VICINITY MAP MU AHMED - R.C.E. 68467
Underground Service Alert APPROVED BY DATE
ORE Q�pFESS/pN R.C.E. NO.
�4� 1�� Ay��.l�� CITY ENGINEER DESIGN PLANS PREPARED BY RECOMMENDED
v� fTRAFFICPROJECT � � GL
er-
1 —8oa
w No. 68467 DRAWNKOA CORPORATION
SHEET
422-4133 EXP. � � '� DLA � PLANNING&ENGINEERING
3190 G Shelby Street OF 3
V IV
\�°° Tel: (90Ontario9)
arnia 9893$1764
Fax: (909) 890-9694
C OF CA�,� CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG
POLE AND EQUIPMENT SCHEDULE PHASE DIAGRAM
DETECTOR
GROUP A GROUP B
SIGNAL STANDARD SIGNAL MOUNTING PLACEMENT PED/BIKE
CONDUCTOR SCHEDULE
POLE DIMENSIONS PUSH BUTTONS QUAD NOT USED NOT USED CTO 1 RUNS
lel.S. .S. I
NO. SIGNAL LUM. LUMINAIRE POLE MAST ARM POLE „ „ „ „ „ „ ------- i * AWG POLE
TYPE HEIGHT M. A. M. A. HPSV VEHICLE VEHICLE PEDESTRIAN B E C ARROW SENSOR CONTROLLER LOOPS PER 1 2 3 4 5 6 7 8 9
A
17-2-100 ' 1 —1— 1— —1— — 11' r N0. CHANNEL
INPUT CHANNEL
6600 ` cv __ * 1 UNUSED 3 - A �6�6P 9�4PPB 1 1 1 1 1 1
B 1- 1 - - - -1- - -1- 1 - Z NOT USED NOT USED o / _ - _
' ' _ ' 1 2 1-N-04 4 2 12c 1 1 1 1 1 1
C 17-2-1 0' 1 1 -1- 1- -1- - 11' ' 1 �k i 2 1 UNUSED 1 - C B 08,04P/06PPB
8500 2 1-W-02 2 2 A
1- 10' - -
05 06 & 06P 07 08 ORP 1 UNUSED 7 - B G 08,08P
D - -1-T - -1- 11' - 3' 7 * 04 AND 08 ON DUAL ENTRY. 3 2 1-S-08 8 2 L /�6PPB 1 1 1 1
E
19-2-100 0' 1 -1-T 1- -1-C - 18* ' 7 Jasper ST 4 1 UNUSED 5 - E D 02,06P/08PPB
1 2 1-E-06 6 2 3c 1
F
1-A 10" - - - -1- - -I-CS 16 3' 2 1 2 1 UNUSED 11 - C E 02,02P/0�8PPB
G 17-2-1 0' -1-T 1- - - - 5 2 UNUSED 12 - A 1 1
1 S 1 15 1 1 t 8400 6 1 UNUSED 9 - B0
Ihme- 1 o --1-T S 1 7 2 2-W-02 10 4 L 1 1
7 1 UNUSED 15 E G 04,04P/02PPB
ALL EQUIPMENT SHALL BE NEW. 2 UNUSED 16 _
CONSTRUCTION (CONT`D.j 4 4 I n= ` g1 UNUSED 13 �-I 06,02P/04PPB _ _ _ 11I.I.S.N.S. SHALL BE INSTALLED ON HORIZONTAL SIGN ARMS PER THE SPECIAL PROVISIONS. �_. 2 2-E-06 14 4
I.I.S.N.S. SHALL BE INSTALLED ON SIGNAL MAST ARMS PER CALTRANS STD. PLAN ES-70. 7 CONTRACTOR MUST KEEP IN-PAVEMENT WARNING LIGHTS, PEDESTRIAN SIGNAL POLE 6 9* 1 EVP 0 EVP 3 - TOTAL 1 1 2 2 3 3 4 4 5 5 1 1 2 2 3 3 8 8
LUMINAIRE ARM SHALL BE FLAT (0'). AND FLASHING BEACON ACTIVE WHILE INSTALLING NEW SIGNAL POLES & EQUIPMENT. -r.,-ON .�.I 4 2 EVP
02 EVP 4
PUSH CONTRACTOR SHALL REMOVE & SALVAGE EX. PEDESTRIAN SIGNAL POLE AND FLASHING ON 12 8 1 * 1 �4 EVP 5
GENERAL ' BEACON ONCE NEW POLES ARE ERECTED. R26B 18 1® 2 EVP 08 EVP 6 - #12 I.I.S.N.S. 2 2 2 2 - - 2 2 -
SEE SHEET 1 FOR GENERAL NOTES. ' * EVP DISCRIMINATOR
8 CONTRACTOR SHALL REMOVE & SALVAGE EX. SERVICE PEDESTAL AFTER INSTALLING #10 LUMINAIRES 2 2 2 2 - - 2 2CONSTRUCTION _
NOTES: NEW SIGNAL POLES & EQUIPMENT. E
1 FURNISH AND INSTALL 8 PHASE NEMA ASC/3S-2100, DETECTOR SENSORS 9 CONTRACTOR SHALL REMOVE & SALVAGE EX. IN-PAVEMENT WARNING LIGHTS (22 TOTAL) AFTER DETECTOREVP CABLE - - - - 2 - 2 2 4
AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET, EXACT LOCATION TO BE INSTALLING NEW SIGNAL POLE & EQUIPMENT. CONTRACTOR SHALL BACKFILL VOID WITH
DETERMINED BY THE CITY ENGINEER. INSTALL CONTROLLER CABINET ON NEW AC PAVEMENT. E) C`1G T AC 02 - - - - - 3 3 3 3
FOUNDATION. INSTALL TESCO TRAFFIC BATTERY BACKUP SYSTEM. FURNISH AND
INSTALL PHASE SELECTOR MODULE AND ALL APPURTENANCES PER THE SIGNING STRIPING CONSTRUCTION U 04 - 1 1 1 1 - -- - 1
,,; R W _._ SENSOR CONTROLLER LOOPS PER
MANUFACTURERS SPECIFICATIONS TO PROVIDE THE INTENDED OPERATION. SEE / 1 0 DETECTOR INPUT CHANNEL DLC �sfi - - - 3 3 - - -
SPECIAL PROVISIONS. 10 WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS. m B.C.R. f C/G m N0. CHANNEL TYPE A 3
1 1 UNUSED 19 - �8 1 1
2 CONTRACTOR SHALL REMOVE SALVAGE EX. SERVICE PEDESTAL. FURNISH AND 11 INSTALL DOUBLE YELLOW CENTER LINE PER CITY STD. PLAN 133. C 2 UNUSED 20 - _ -' -� - _ -
INSTALL MODIFIED TYPE III-BF SERVICE ENCLOSURE ON EXISTING FOUNDATION EX. 5' CSW 2 1 UNUSED 17 - TOTAL - 1 1 4 4 3
PER STANDARD DRAWING No. 407 AND SPECIAL PROVISIONS. CONTRACTOR 12 INSTALL 12" YELLOW CROSSWALK PER CALTRANS STD. PLAN A24E. 2 3-W-02 18 4 3 4 8
SHALL COORDINATE WITH SCE TO ENERGIZE NEW SERVICE.
13 INSTALL WHITE "SIGNAL AHEAD" PAVEMENT WORD MARKING PER CALTRANS STD. PLAN A24D. POLE LOCATION I o I 3 1 UNUSED 23 -
1 50A-SP CIRCUIT BREAKER METERED SIGNAL o 2 UNUSED 24 - " " " " " "
2 30A-SP CIRCUIT BREAKERS UNMETERED LIGHTING DETAIL + 4 1 UNUSED 21 - CONDUIT SIZE 2 3 4 4 4 3"
4 4 2-4
1 15A-SP CIRCUIT BREAKER METERED I.I.S.N.S. 14 INSTALL TYPE IV ARROW PER CALTRANS STD. PLAN A24A. 2 3-E-06 22 4
3 RE-USE EXISTING 2" CONDUIT. ABANDON EXISTING CONDUCTORS AND INSTALL 3 WIRES 15 EXISTING STRIPING/PAVEMENT MARKINGS TO REMAIN. R26 18 ryq .".
ALL CONDUIT, CONDUCTORS AND CABLES SHALL BE NEW
FROM EX. SERVICE FEED POINT PP 2064821E TO SERVICE PEDESTAL. I ccs t:
EX. 5 CSW
16 REMOVE EXISTING SIGN AS INDICATED. I � IEX. POWER POLE
El FURNISH AND INSTALL 2 CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVP) DETECTOR g° ��=- EX. R20B
UNIT PER THE MANUFACTURER'S SPECIFICATIONS. EXACT LOCATION OF DETECTOR 17 RELOCATE EXISTING SIGN AS INDICATED. ,-I
EX.
BE DETERMINED BY THE ENGINEER IN THE FIELD.
18 INSTALL SIGN AS INDICATED. 1--N-0
El FURNISH AND INSTALL SIGN ON MAST ARM PER CALTRANS STANDARD PLAN R1-1 16 R/W
ES-7N, DETAIL "U". AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. , 2 �
El RE-USE EXISTING 2" CONDUIT. ABANDON EXISTING CONDUCTORS AND INSTALL CB INSTALL CONDUIT INTO EXISTING PULL BOX.
2#6 (SERVICE), 3#10 (LUM) AND 3#12 (I.I.S.N.S) WIRES TO SERVICE PEDESTAL. - C
Efl REMOVE AND SALVAGE EQUIPMENT. (40 1 7
CB A ®, 3 16 W66AFF
R/W EX. R26 R/W EX. 5 CSW ® } , R W INSTALL 1j" C.,
/ EX. R26 EX. 5 CSW RS4P SP CB EX. 5 CSW / _ EX. R26 8 7
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R/W EX. SERVICE ENCLOSURES R/W EX. R2-1(25) EX. POWER POLE �; No. �,ggg7 DRAWN KOA CORPORATION SHEET
422-4133 � ( �,� , � w
PLANNING&ENGINEERING
3 53 UP. 9 09 GL 3190 C Shelby Street
EX. SERVICE FEED x� 4x Ontario, California 91764 2 OF 3
POINT PP#2064821E `s'q CIV IV \P CHECKED Tel. (909) 890-9693 Fax: (909) 890-9694 DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG
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CONSTRUCTION NOTES: DESCRIPTION OF
REVISION
APPr4VI .
1 CONSTRUCT 8" A.C. BERM (D1-8) PER CITY STD. NO. 104. (40 L.F., R=25')
22 CONSTRUCT 4" A.C. TEMP. ACCESS RAMP PER PLAN. cl I T UF RAN C Hu'o` C Uu'"'AMON G"A
3 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. (100 S.F.)
PLAN
SAWCUT & REMOVE EXIST. A.C. BERM, A,C. PAVEMENT, ETC.
PAVEMENT. (63 S.F.) °'¢��
5
CONSTRUCT 4" A.C. ,
19TH ST & JASPER ST
REMOVE INTERFERING PORTIONS OF EXIST. ROCKS AND BROKEN b� CURB RETURN
VERTICAL P.C.C. PIPE (12" DIA.)
ENGINEERujE19. SOUTH WEST CORNER OF JASPER ST 19TH ST
APPROVED BY. DATE:e/14
OF CITY
OEM
V CITY OF RANCHO CUCAMONGA
V
W.