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GENERAL NOTES
1 - UNLESS OTHERWISE NOTED ALL WITH THE STANDARD spEahc TIONS�FFOR PPUUBLIC WORKS BE DONE ICONSTRUCTIOCh
2015 EDITION AND APPROPRIATE STANDARD DRAWINGS.
2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT
FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT
909-4.77-2740 x4O36
3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY
ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS
IN ADVANCE AT 909-477-2740 x4O36
4. 48-HOURS PRIOR TO ANY WORK, THE CONTRACTOR SHALL CALL
THE UNDERGROUND SERVICE ALERT AT 1 (800) 422-4133 AND OBTAIN
AN INQUIRY IDENTIFICATION NUMBER_
5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON
THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY
6. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND
IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
7. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT
THEM FROM DAMAGE. THE CONTRACTOR SHALJ, BEAR THE TOTAL EXPENSE
OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS
IN CONNECTION WITH THE PROSECUTION OF THE WORK.
8. DURING THE CONSTRUCTION OPERATIONS AT LEAST ONE 12' LANE IN
EACH DIRECTION SHALL BE PROVIDED FOR EACH DIRECTION OF TRAVEL
ON ALL STREETS AT ALL TIMES. THE 'TRAFFIC LANES SHALL BE MAINTAINED
ON PAVEMENT AND SHALL REMAIN UNOBSTRUCTED.
SHEET INDEX
SECTION '
SHEET NO.
DESCRIPTION'
1
RCMU SUBSTRUCTURE PLAN
2
RCMU SUBSTRUCTURE DETAILS
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CONSTRUCTION NOTES
4D INSTALL LED STREET LIGHT 36-WATT LED (EATON/VERD AO16-D-U-T3-4N7-AP)
PER CRY OF RANCHO CUCAMONGA STD.. PLAN 410...................................... ................................11 EA
41 INSTALL 1 1/2" PVC (SCH. 40) CONDUIT WITH (2) 8 TKWN-CU do (l)#8 CU-GE.......... LF
42 INSTALL. SERVICE PEDESTAL PER DETAIL A HEREON. AFFIX 4" HEL'V'ETICA ADDRESS
NUMBER ON STREET SIDE OF CABINET PROVIDE 3' CONDUIT TO RCMU TRANSFORMER ..1 EA
44 INSTALL BROOKS NO. 3 1'/2 PULLBOX........................................ ...................... ...........9 EA
• tTOLL FREE
TWO WORKING DAYS BEFORE YOU DIG
422-4133
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CONSTRUCTION NOTES
UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION, THE CONTRACTOR
SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
THE ENGINEER HAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTILITIES AND SUBSTRUCTURES
IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES IN THE AREA.
FAILURE OF THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK,
AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES To SUBSTRUCTURES WHETHER SHOWN OR NOT,
1. CONDUIT:
A. MINIMUM COVER IN STREET OR PARKWAY IS 30' BELOW GUTTER GRADE, UNLESS NOTED 'OTHERWISE.
B. MINIMUM COWER ON PRIMATE PROPERTY 1S 30' BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.
C. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS-100.1, 110 AND 120.
D. FOR THE TYPE OF CONDUIT FOR THIS JOB, SEE CITY SPECIFICATIONS.
E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS.
F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS. MANHOLE'S, PMH'S, SOE'S & ALL CAP LOCATIONS,
PER CITY SPECIFICATIONS.
0. INSTALL PULL ROPE IN ALL CONDUIT RUNS.' PULL ROPE TO BE 3/16'POLYPROPYLENE OR POLYETHYLENE ROPE, 'BRAIDED
OR TWISTED.
H. ALL CONDUIT MUST BE MANDRELLED,
2. CONDUCT RADIUS REQUIREMENTS:
A: THE MINIMUM RADIUS FOR BENDS ARE:
36" FOR CONDUITS 3' IN DIAMETER OR SMALLER
48' FOR CONDUITS 4' AND 5" IN DIAMETER
60' FOR 6" DIAMETER CONDUCT
B: THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL.. MAINIJNE CONDUITS IS 12'-6' (UNLESS NOTED OTHERWISE).
3. EXCAVATION AND BACKFILL:
A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION' OF
CITY CONDUIT OR STRUCTURES.
B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE),
CITY SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES.
C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES.
D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE,
AND/OR IMPORTED BACKFILL, WHEN REQUIRED.
E BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND 'MANHOLES
AND AROUND PMH'S WITHIN ONE FOOT OF FINISHED GRADE.
F. BACKFILL, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION, AT NO TIME
SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS.
G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT -BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE 'ENCASEMENT.
NATIVE BACKFILL CAPABLE OF PASSING THROUGH A ONE-HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE "ROCK FREE".
IF EXISTING BACKFILL DOES NOT PASS THROUGH A 1/2- SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12- ABOVE CITY
CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" DIAMETER ARE PERMITTED.
H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED
IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR
STRUCTURES.
4. PAVING:
REPAVING; WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER' THAT INTERFERENCE WITH TRAFFIC, INCLUDING
PEDESTRIAN TRAFFIC. WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE
TO THE MUNICIPALITY. COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO 'CITY.
5. STRUCTURES:
A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS.
B. INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC, PER CITY' INSPECTOR.
C. ALL CONDUCT' LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT.
D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CRY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION'
6. RETAINING 'WALLS:
WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER' GRADE RISES
MORE THAN'16 INCHES ABOVE THE STRUCTURE OR 24' ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET FROM THE SAME
OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES.
REFER TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS.
7. ACCESS:
HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES
THAT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT.
8. SERVICES:
A. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS.
B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION' AUTHORITIES.
9. LOCATION:
A. THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR CITY SHALL BE AS SHOWN ON THE WORKING DRAWING. NO DEVIATION
FROM THE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR.
B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND/OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE
CONTRACTOR.
10. CONTRACTOR IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION:
WITH THE APPROVED' STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS.
11. SURVEY -
SURVEYING OF STREET IMPROVEMENTS SHALL. BE PERFORMED BY THE CITY, PROPERLY CORNERS, LOT LINES, FINISHED GRADE, EFC.,
NECESSARY FOR THE INSTALLATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE
START OF THE INSTALLATION. IN ADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTION BY
INSPECTION BY AGENCY. GRADE AND 'PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENT'S.
12. COORDINATION AND SUPERVISION:
THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VARIOUS CONTRACTORS WORKING WITHIN THE
DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CITY FACILITIES. HE IS RESPONSIBLE FOR THE' COST" OF REPAIRS, RE-
PLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY HIS FAILURE TO PROVIDE
SUPERVISION OR TO OTHERWISE COMPLY WITH THESE 'SPECIFICATIONS.
13. OTHER UTILITY REQUIREMENTS:
THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY".
ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY
CONCERNED.
14. WARRANTY:
CONTRACTOR EXPRESSLY REPRESENT AND WARRANT THAT ALL WORK PERFORMED AND ALL MATERIAL. USED IN MEETING CONTRACTOR'S
OBLIGATIONS HEREIN ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH ,AGENCY
ANDSREQUIREMENTS. THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF CITY'S FINAL ACCEPTANCE
HALL BORE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROMPTLY CORRECT TO THE C1T!"S SATISFACTION
AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT CONTRACTOR'S EXPENSE ANY BREACH OF THIS WARRANTY
WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC' SYSTEM BY CITY DURING THIS
WARRANTY PERIOD,
15. INSPECTION.
INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION
IS REQUIRED FROM THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA. PHONE:909-477-2740 X4036
16. AS-BUILTS:
CONTRACTOR RESPONSIBLE TO MAINTAIN AS -BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY.
CONTRACTORS SHAM KEEP AND MAINTAIN TWO COPIES OF THE AS-BUILTS. ONE SEr IS FOR THE CONTRACTOR
AND THE SECOND SEr IS FOR THE CITY INSPECTOR.
SAMPLE OF VENDORS: OWNERS:
CITY OF RANCHO CUCAMONGA'
CONCRETE PRODUCTS 10500 CIVIC CENTS DR
RANCHO CUCAMONGA CA 91729
Precast concrete it
em complete wit
h n eckiYr cower and
969 477-2740 x401'8
Inserts may be obtained from any of the fallowing
approved manufacturers.
EXISTING
SURVEY MO N UElT>ATION:
JENSEN PRECAST ALL EXISTING SURVEY MONUMENTATION THAT WILL BE DISTURBED BY THI
PROJECT SHALL BE REFERENCED AND RESET BY'THE CrIY CONSTRUCTIO
14221 San Bernardino Ave., Fontana, Calif. 92335 SURVEYOR IN ACCORDANCE WITH 'SECTION 8771 OF' THE CALIFORNIA
Phone: (909') 350-4111 SURVEYORS ACT.
UTILITY VAULT Co.
10
650 Hemlock Ave., 'Fo
ntana, Calif-
92335
Phone: (909) 350-21675
(909) 428-3700
CITY OF R l H , 0 ,
TRACT 20080
STREET LIGHT PLAN
APPROVED BY.
CITY ENGINEER
DESIGN
PLAN PREF
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DRAWLY
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CHECKED
DATE
APPROVED: ',
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' DATE _
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ARM LENGTH
(SEE TABLE)
'*�EATON/VERD-AO16-D-U-T3-4N7-AP
AMERON CONTEMPORARY
ARM (SEE TABLE)
.AMERON 1CI OCTAGONAL POLE
WITH BASE PLATE MOUNTING
MAX.
/-36*X36' OPTIONAL TRAFFIC
SIGN(S), PER CITY STD.
401-8
OPTIONAL STREET NAME
`-SIGNS, PER CITY STD.
401-8
_0"
HANDHOLE SHALL BE LOCATED
AT THE DOWNSTREAM SIDE OF
TRAFFIC
SEE SHEET 2 FOR
FOUNDATION DETAIL
NOTE-
1. INSTALL RANCHO CUCAMONGA
MUNICIPAL UTILITY (RCMU)
POLE NUMBER PLATE ON THA
STREET SIDE OF POLE 6'
ABOVE GRADE.
UGHTING
POLE
ARM
FIXTURE
POLE
CATALOG
CATALOG ARM
WATTS/
STREq-E!P
fl!�EFSTDMD-A) HEIGHT
NO. _
----- - POLE FINISH
NO. LENGTH
J�
ARIVINSEARMFINSH
LIGHTING FIXTURE CATALOG NO,
LUMENS
LOCAL 23'-3"
lCl-23
40
AMER5HIELD
1AP4 4'
2V
NATURAL CONTACTENGINEERING
INDUSii1_AL/COLLj&6R_j
SECONDARY / MAJOR 2W-3-
IC1-29
(ANn GRAFFITI Ot SEALER)
1AP6 6?
32"
(NO PAINT) CONTACT ENGINEERING
DiViDED MAJOR
I
I GRAY NATURAL EXPOSED
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zU_11_.t_1"w6a4L3 i
12-1/2" Bolt Circle Diameter
1"0 F1554 Grade 36 anchor rods
(Total 4) with Grade A hot -dip A563
hex nuts, with ASTM F436 type 1 washers,
8 UNC threads 6" long both ends
C__
12"x12" ASTM A-36 Base Plate
Thickness= 1" for 23: Pole
Thickness= 1-1/4" for 28 Pole
15" 18" Concrete Cap
R' 33"x30" curb adjacent
0 WILIF cold Joint perimeter
i C L2
6' 2%
Back of
curb
1" Max, bottom of nut
to top of footing
Depth of Footing
See Table Below
TY: — I
STANDARD PLAN n APPROVED BY:
STREET LIGHTS AND
LIJ
FOUNDATION DETAILS i 410 GO
Ez DATE
T >
54 4 ui CITY ENGIN
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
1W P r, P7 97R1
■
all. TOLL FREE
1_0000
422-4133-
TWO WORKING DAYS BEFORE YOU DIG
1-1/2" Conduit
#4@6" for —
Spiral Reinforcement
3" Clear (Typ.) from
spiral reinforcement
to the pile edge
7
3" Clear-1
24"
Diameter
85 MPH WIND ZONE
Ameron Poi(
See Sheet 1
in
Top of
Curb
— Flow Line
—MEYERS MEUG16-31"
16-5"- 17,25" CATALOG NO. LOAD
6.25' MEUG15A-31"-M200
2
4
E
5 6
7
PAINT OR LABEL - ------ 4
ADDRESS # WITH 9 10
4" HELVETICA 0 H 0 11
B 31" BLACK LETTERING OA N 0 i
I NEUTRAL BAR
HINGED PHOTOCELL NOT REQUIRED
DOOR (IF SPECIFIED INCLUDE EXTERNAL LIGHT SHIELD)
PADLOCK TO BE PROVIDED BY THE CITY
30" Min. Below
Flow Line (Typ.)
x2"xl/4" Plate
fisher (Typ)
ck Weld or Peen
6-#6 Equally spaced
Vertical Bars
DEPTH OF FOOTING TABLE FOR CONSTRAINED
AND NON -CONSTRAINED SURFACE CONDITIONS
Soil Type per UBC 23' Pole
28' Pole
and Geotechnical Report
Ill.
Sandy Gravel, Gravel
7'
IV.
Sand, Silty Sand, Clayey Sand,
Silty Gravel, Clayey Gravel
V.
Clay, Sandy Clay, Special Design
Silty Clay, Clayey Silt per Geotechn:ical Report
USE WITH STANDARD
DWG. NOT
TO SCALE
IAL
STANDARD PLAN
410
SHEET 2 OF 2
ISO
24" II
LOAD
CONDUITS
30" SQ
(MIN)
SIKAFLEX-1a
SEALANT ALL. AROUND
PADLOCNAULt
1
SERVICE 1/2- RADIUS AROUND THE EDGES
CONDUIT
BELOW TOP OF FOUNDATION IF NATURAL GRADE
OR FLUSH IF ADJACENT TO HARDSCAPE
2% SLOPE ALL AROUND (TYP)
III ANCHOR BOLTS, %El" 0 MIN. X 18" GALV.,
4" - 90' BEND, 4 REQUIRED)
I III II II
'I 11 CONCRETE FOOTING
NOTES:
1 1.
GROUNDING
ELECTRODE PER 2.
LOCAL CODE 3.
LINE 4.
A SERVICE 5.
BASE ENTRANCE
7.
LOAD CONDUIT
ENTRANCE
9.
FRONT (STREET SIDE)
CITY OF RANCHO CUCAMONGA. CALIFORNTA
NGN�METER STANDARD PLAN
SERVICE, PEDESTAL 411
fflm�SHEET 1 OF 1
zn�
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NO. F -DESCRIPTION OF REVISION
CITY OF RANCHO CUCAMOIN'GA
TRACT 2000"0
STREET LIGHT PLAN
DATE:
Kmffll�l 16HOWN0 _'_ RCE: 67514
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