HomeMy WebLinkAbout1801-S GENERAL NOTES vENERAL NOTES (GONT)
I
I. TRAFFIC 516NAL. AND HI6HHAY SAFETY LI&MN6 SYSTEMS PER CAL-TRANS STANDARD PLANS 6. PULLBOXES SHALL BE No. 5 AND CONDUIT SIZE 53 RI61D METAL, EXCEPT AS NOTED.
AND STANDARD SPECIFICATIONS DATED JULY, 1494, AS SHOP N ON THE PLANS AND IN
THE SPECIAL PROVISIONS. 1. ELECTRICAL SERVICES SHALL BE 120/240 MOLT. PROWDE CIRCUT FOR 1004- SYSTEM
01 11
PUSH5 AMP), AND 5AFETY LIeHTIN5 (ONE 50 AMP),
BUTTONTTON ® (ONE 30 )�2. TRAFFIC 516+5, STRIPES, MAR.KIW75 AND LES PER CALTRANS TRAFFIC SION SPEC- SIE SHEET 22 OFCOORDINATE S16NSI (ONE I SERVICE DETAILS AND SGHEDU_.IN6 HELL IN ADVANGE OF NEED.
• CROSSWALK FICATIONS. TRAFFIC MANUAL. MAINTENANCE MANUAL AND STANDARD 5PECIFICATION5. CONFORM
WARNING PAVEMENT LE6END5 TO CITY 5TENCIL5. REFL.ECTORIZE ALL 516+5, 5TRIPE5 AND LE6END5. 8. THE C.ONDUGTOR SCHEDULE 15 FURNISHED AS AN 06TALLATION 6UIDEILINE ONLY. IT SHALL
DEVICE BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
3. MARKERS APD PAINTIN6 PROCEDURE5 FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC, FOR THE INTENDED OPERATION.
O SHINE AMBER PDRK5 CONSTRUCTION. 2000 EDITION.
LED LIGHTS 4. LOCATE ALL 5UB5TRUGTURE5 PRIOR TO C0N5TRUGTION. HAND D16 FOUNDATIONS UNTIL UTILITY COIMPANIES PHONE NJMBERS
CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS HITH OVERHEAD UTILITY OR SOUTHERN CALIFORNIA EDITM CO.
SUBSTRUCTURE OHNERS. PHONE UNDERISROUND SERVICE ALERT AND ICONGERNED UTILITY (CONTACT DAVE GLEZADA) ) 551-6240
COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUD- SOUTHERN CALIFORNIA 6A5 CO. (6010) 422-4133
000 5Tf;VCTUZES HAVE BEEN SHOW FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR 6ENERAL TELEPHONE CO. (600) 422-4133
CROSS WITH SHALL CONDUCT H15 OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE PACS (600) 422-4133
® CAUTION ® UTILITIES AND SUB5TRUGTURE5 5HOHN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT CUCAMONC7A COUNTY MATER DISTRICT 461-2541
ARE NOT SHOWN ON THESE PLANS. (WATER AND SEHM
FLA5HIN6 AMBER LED 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, GROSSHALK AND LIMIT LINE LOCATIONS PRIOR UNDERGROUND SERVICE ALERT (800) 422-4133
L16HT MODULES TO FINAL PLACEMENT.
SCHOOL (OPERATIONAL DURING
SYSTEM ACTIVATION „
TOP OF IN-PAVIEt- N
XING IN-PAVEMENT HARNIN6 516NAL WARNIN6 L16HT
DETAIL "G" 121mm ABOVE
FINISHED GRADE 30* AN6LE IVE
OF PAVEMENT
DETAIL "A" 5PEGIFIGATION5: BA5EPLATE
ROADWAY MATERIAL
AS5EM0LY SIZE: HEIGHT: 304.8mm HIDTH: 152.4mm
wIt+DOw Womb
COLOR: 6REEN ASSEMBLY PITH YELLOW / BLACK FACEPLATE AND
5PEGIFIGATION5: PUSH BUTTON PER SPECIAL PROVISIONS �•� -PA FINISHED
GRADE of PAVEMENT SAW-VT wiRrrl6 TRENCH WITH
BASEPLATE: COMBINE 516N5 TO FORM 51N6L E SIGN PANEL FACEPLATE LIOHT5: AMBER L16HT EMITTING DIODES (LEDs) WHICH FLASH HIRE AND LOOP SEALANT
WITH SYSTEM ACTIVATION
TYPE: H66 4 10"A I
COLOR: STANDAR FLUORESCENT VOLTA6E: 125 VOLTS DG (NOT TO EXCEED 15V) 5PEGIFIGATION5:
L— y =\ — I
MATERIAL: .080 ALUMINUM ALLOY; DIAMOND GRADE SHEETING LETTERING: Igmm UPPERCASE, SERIES G BASEPLATE SIZE: 1g0.5r= X 164.2M
STAIf1L.E55 STEEL 50CiCET
DOLOR: BLACK ANODIZED FINISH HEAD GAP SCREH5 (TAMPER
FACEPLATE LI6FfiT5: AMBER LICA-IT EMITTING DIODES (LEDs) WHICH FLASH RESISTANT)
WITH SYSTEM ACTIVATION LIGHTS: AMBER L16 4T EMITTING DIODES (LEDs)
VOLTA6E: 125 VOLTS DG (NOT TO EXCEED 150 MATERIAL: HOU51N6 AND BASEPLATE - H16H STRENGTH IMPACT RESISTANT MATERIAL ATE
WINDOW - ABRASION RESISTANT ACRYLIC / POLYCARBONATE OR EQUIVALENT
MOUNT : BRACKET ASSEMBLY AND TAMPER FE51STANT FASTEN VOLTAGE: 125 VOLTS DG (NOT TO EXCEED 15V)
HARDWARE PER MANUFAGTURER5 REQUIREMENTS.
IN—ROADWAY WARNING LIC+T ASSEMBLY
i
PLANS
FOR CONSTRUCTION OF: TYPE
4.6
556.8mm
POLE 111 - ' Y WARNINGPED XING
1628.8mrn
zw H HP5 WITH
INTEGRAL BALLAST DETAIL "D"
AND PEG 11BTH E;T SET ( SR30 ) ,4ND J046f=m ST r7. ET
DOUBLE-SIDED IISNS 516N ASSEMBLY. 516N
10 PANEL HE55A6E5 SHALL BE THE SAME.
200►rrn 5ERIE5 E UPPER CASE BLACK LETTERING
g•1 ON YELLOH BAG4C6ROUND. SEE SPECIAL
457-4SEE DETAIL 'D', FEDERAL AID PROJECT N STf=LHSR = B;o420 ( 007 ) PROVISIONS.
THIS SHEET
NOTE: ALL DIMENSIONS ARE IN METERS CE55 OTHERWISE NOTED.
SCHOOL PED XING
xw
g.1
I GINITY MAF SHEET I Nr�E.X
—f000�
0 No. REVISIbN APPR. DATE
LED TNHAN 'A',
ED* PEDESTRIAN 516+5 I . Title t l e Sheet w etric
SEE DETAIL A , THIS SHEET CITY OF RANCHO C U CA M O N G A
~ EL.R.
PPB SEE DETAIL "G', `��� � < U. 2. Intersection Improvement Plan w
THIS SHEET �1� H16HLAND AVE � _
IgTTH
ST ,� o IN-ROADWAY CROS "LIK WARNING LIGHTS
f _ 3. Controller Cabinet Metall 19tH STREET (SRA30)
,�. »�. _.�. �►T
T— 'i T ;S
1.2 `� J�►8R STRUT
0
BAs>=lw 0 RD _ 'u � 6ENERAL INFORM' �4 TAn-s
QOv ESS/QN APPROVED BY DATE
p �O GK E. p,�ql CITY ENGINEER R.C.E. N0. 24953
MISSDESIGN NO3MIS*REPKE RECOMMENDED
(L rn BB CONSULTING CIVIL ENGINEERS
INTERSTATE 10 FHY POLE LOCATION GODS _
W
� � AND LAND SURVEYORS
" " No. 47979 DRAWN SHEET
DETAIL B (EXACT LOCATION BY ENGINEER IN THE FIELD) Exp. 12/31/03 * g71 179n�o -37 m I 3
P+ c� rtm��
_op
fix 97�
`rt9j"OF C `FOc�� CHECKED DRAWING NO.
FREDRICK E. HACKMAN RCE 47979 DATE
MISSi
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1
t
VOLE 5GHEDULEPED _
ATim
STANDARD IRE BUTTON mR.E 5r�r)
No. TYPE 516. Lw. HPSV 41 WAD
DOUBLE FAGS)
M.A. M.A. I'S� vETAIL "D') E B G
15 - 4.6 200H - - - 1.9 - 1.0
IA(3.0) - - - A H - - 3.0 1.0
G 24-4-129 11031 4.6 t 200H A H PED XIN6 4.2 - 1.0
GONDUGTOR 5GHEDULE
AH6 RUN No.
GIRcuIT JA5FER STREET SOALE= 1,200
I 2 3
fit$
IRA- SYSTEM 2
#10 LUMINAIRE 2
#12 115145 215
SG PPB
EX. 24" YELLOW \ u-
CHEVRON5
(TYP) SW I 5 3 W63(F)j^I65(1=)
, 1
rr I
POST
R26 RL O , I
0
R26 � R26
ck
EX. YELLOW 2 _.._
GROSI HALK bb b j<_WAcry
P) \ t POSSTI
TOBE REMOVED � 1 - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
60, RcIp
mBY OTHERS - - - - - - - - - - - - - - - - -t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- — — — — — — CATV — —
AIL "A" 3 3
- —GAN -
_ EX 24"
YELLOW-„ -j ONS (TYP)
=T— -
- - - - - - - - - - - - - - - — - - - � - - - - - - - - - - - - - - - - - - - - - - - -177- - - - - - - - - - - -- - - - - -�� GRO�fWAL - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - •- -
- - - - - - - - - T — �+- - — ` — - - — - - — — - - - - -
- - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — - - - - - — — — — — — — — — — — — — — — — — — — — — — —
R26 A;n,,
;U; O 53 G., INSTALL 2#8(IRY4_),
�dbb Hb )*6A I 2 10(LUM) t 2#12(115145) PROP05ED SERVICE FEED
3 d POST / I POINT PP #206,4521E. 5GE
I i I / TO INSTALL SERVICE RISER.
I � TH (5R 50) � -� y 3 ). WbbA(F) STRErT
Hbb i P05T 1
I 7
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L.EGEN17
W-GREEN J A 5 fi�E fi� 5 Ti�E E T
(F) - FLOURESGENT YELLOSTPLHSR-5420 (00"7)
CONSTRUCTION NOTES No. REVISION APPR. I DATE
Fil INSTALL IRK_ CONTROLLER A55EMBLY COMPLETE HITH AUXILIARY EQUIPMENT A5 NECE-55ARY FOR THE INTENDED NOTES C I TY OF RANCHO C V CAM O N GA
OPERATION. MOUNT CONTIROLLER ASSEMBLY ON TRAFFIC 516NAL POLE.
❑
2 INSTALL TYPE III-BF SERVICE CABINET WITH 100 AMP MAIN. 1. ALL NEN HARNIN5 516N5 SHALL BE STANDARD SIZE, FLOL RE56ENT YELLOH-GREEN UNLE55 INTERSECTION IMOVEMENT PLAN
OTHERWI5E NOTED ON THESE PLANS.
3❑ INSTALL 51514(5) AS NOTED. lOJ' �T NET (IR34) o
2. FOR DETA I L5 GALLED FOR ON THIS PLAN, SEE TITLE SHEET.
PAINT 300mm WHITE LIMIT LINE. �
AT c;
WC
❑5 5AUT AND REMOVE EXI5TIN6 CURB RAMP AND CONSTRUCT NEW CASE B CURB RAMP.
JASPER STREET
Q�Qv ESSID,y,! APPROVED BY DATE a�
Fb]
INSTALL YELLOH G K WARNIN6 L16HT5 A5 NOTED. PLACE A HARNIN5 LIGHT ON EACH LANE LINE
E. N%l�y CITY ENGINEER R.C.E. NO. 24953
AND IN THE CENTER OF EACH LANE ON BOTH SIDES OF THE CRO55HALK, UNLE55 OTHERWISE SHOWN. DESIGNp� MZW-RSP" RECOMMENDED
C(DNTRACTOR SHALL GET APPROVAL FROM THE EN6tNEER IN THE FIELD PRIOR TO FINAL PLACEMENT. LAJ 8B A SUBSIDIARY OF WESTRIAN J�V
etr�C c No. 47979 '� p
Exp. 12/31/03 No T"'�' �"'"�' ' O
a IN5TALL 51ZE 15 50HEDL LE 40 PVC CONDUIT FROM SERVICE CABINET TO BASE OF POLE. CONDUIT SHALL * DRAWN s. 92 �3 SHEET
2 3 -
� X65 mm BELOW GRADE. INSTALL 6.2'5 mm YELLOW DUCT ROPE IN CONDUIT. CONDUIT 5�h1EEP5 SHALL BE
sj I V 1 ���! F�4r ass-rte OF
900 mm MINIMUM. CONTACT SCE INSPECTOR AT (909) 930-8489 BEFORE BACKFILL. pf �A`�FD CHECKED DRA G 0.
NOTE:i.� ALL D I SI ONS ARE IN METER 5 V 1 LE55 O • ' E V ZI5E NO 1 JVD• FREDRICK E. WICKMAN RCE 47979 DATE
X
� l
I
i
FRONT HEX NUT
AND PLAIN WASHER
BACK HEX NUT
AND LOCK HASHER
558.�r�n 406.4mm 533.4mm _ - _
- 2.1mm • THREADED
BAR
tF
�- 406.4mm
25.4mm • OPENIN5 FOR__j
516NAL CONDUCTORS
ENCLOSURE DRAWING
ENCL
MOUNTI N6 DETAIL
POWER SUPPLY
NOTE
PCU (P'OHER CONTROL UNIT) �31 111
5UN5AYER T16HTEN FRONT HEX NUTS FIRST THEN T16HTEN BACK HEX NUTS.
TOP VIEW
BATTERY BACKUP
STRAP ENCLOSURE TO 516 AL POLE STANDARD (2 PLACES)
OR DRILL AND MOUNT TO S16NAL POLE STANDARD
1,115146 BRAUCETS AS APPROVED BY ENGINEER
A/C FILTER . SOLID STATE RELAY CLEARANCE
I07 MINIMUM SHALL BE PROVIDED BETHEEN THE
BOTTOM OF THE CABINET AND TOP OF 51DEHALK. POSITION THE
CABINET AWAY FROM PEDESTRIAN TRAFFIC.
E i a 'k ==I:]
CIRCUIT BREAKERS
TERMINAL BLOCKS
STPD-5420 (001)25.4mm • OPENING FOR
516NAL CONDUCTORS
ENCLOSURE CONTROL PANEL COMPONENTS DRAWING
No. REVI510N APPR. DATE
5PECIFICATION5
CITY OF RANCHO CUCAMONGA
51ZE: 406.4mm W X 556.8nrn H X 203.21 m D
COLOR: 5TAINLE55 STEEL STREET IMPROVEMENT PLAN
VOLTAGE: 125V DC (NOT TO EXCEED 15V) IN-ROADW 'Y CR LK WARNWx L IGH TS
o
MOUNTING: ADJUSTABLE MOUNTING BRACKETS AND MOUNTING HARDWARE r
PER MANUFACTURERS RECOMMENDATION CONTRO"M CAB I NV OV A I L
QEl�vE5S10�,� APPROVED BY DATE
CITY ENGINEER R.C.E. N0. 24953
1 �f z
DESIGN RECOMMENDED
RECOMMENDED
,I W v � BB A SUBSIDIARY OF WESTRIAN JG
etric No. 47979
. DRAWN goo �.+w. . s3o SHEET
* Exp. 12/31/03 * ambo CA 92"0-3513 _
BB S 3 3
J, n \� FM�71�f73-2263 OF
t'tfOf C`t����`�� CHECKED t DRAWING NO.
NOTE: ALL DIMENSIONS ARE IN UNLESS OTHERWISE NOTED. ZA4 41 [J.,a.,. �i.>r-•► 18 oI -5
FRFDRICK E. 1MCKMAN RCE 47979 DATE
X