HomeMy WebLinkAbout849-SLSTREET LIGHT CONSTRUCTION NOTES:
1 CONDUIT:
A. MINIMUM COVER IN STREET OR PARKWAY 145 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE,
B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.
C. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS.
D. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLES, PMH'S, SOE'S & ALL
CAP LOCATIONS, PER CITY SPECIFICATIONS.
E. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE OR POLYETHYLENE
ROPE, BRAIDED OR TWISTED.
F, ALL CONDUIT MUST BE MANDRELLED.
2. CONDUITS 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 CONDUITS 6" IN DIAMETER.
B ;E
B. THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE).
3. EXCAVATION AND BACKFILL:
A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN 4" OF FINAL GRADE PRIOR TO INSTALLATION
OF CITY CONDUIT OR STRUCTUREES.
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.
ED
D.'BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE : E CRUSHr*1
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 PM:H'S WITHIN ONE FOOT OF FINISHED GRADE.
F: BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION, AT NO TIME SHALL CABLE BY LEFT
EXPOSED OVER 24 HOURS.
G. NO ROCKS ARE ALLOWED WITHIN 12" OF DIRECT—BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE
ENCASEMENT. NATIVE 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" IN 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,
N
INCLUDII IG 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 THE CITY.
5. STRUCTURES:
ALL STRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS,
INSTALL
: PROTECTION BARRIERS, WHEN REQUIRED, IN AREAS EXPOSED TO TRAFFIC, PER CITY INSPECTOR.,
ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT.
ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR,
CONTRACTOR TO PROVIDE SUSTRUCTUIRE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR
TO INSTALLATION.
6. RETAINING WALLS:
E R
'WHEN REQUIRED, RETAINING WALLS SHALL R PROVIDED BY THE CONTRACTOR, WALLS ARE REQUIRED WHEREVER
GRADE RISES MORE THAN 18" ABOVE STRUCTURE OR 24" ABOVE PAD SURFACE AT A DISTANCE OF 5, FROM
THE SAME, OR IN AREAS SUBJECT TO EROSION, DESIGN 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 WOUL 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
OR AND APPROVED BY LOCAL INSPECTION
AUTHORITIES.
9. LOCATION:
A. THE LOCATION OF EXCAVATIONS AND STRUCTURE: S FOR THE CITY SHALL BE SHOWN ON THE WORKING DRAWING.
NO DEVIATION FROM THE PLANNED LOCATION'S WILL BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR.
B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAIN, AND/OR OTHER FOREIGN UTILITIES TO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
10. CONTRACTOR TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS WITH THE APPROVED STREET
IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS, PRIOR TO STREET LIGHT
INSTALLATION.
11. SURVEY:
SURVEYING OF THE STREET IMPROVEMENTS SHALL BE PERFORMED BY THE CITY, PROPERTY CORNERS, LOT LINES,
FINISHED GRADE, ETC,, 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 INSPECTIONS BY THE CITY. GRADE AND
R
P: OPERTY LINE STAKES MUST SHOW ANY OFFSET MEASURMENTS,
12, COORDINATION AND SUPERVISION:
THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VAR:IUS CONTRACTORS WORKING
WITHIN THE DEVELOPMENT IN ORDER TO PREVENT DAMGE TO CITY FACILITIES, CONTRACTOR IS RESPONSIBLE FOR THE
COST OF REPAIRS, REPLACEMENT, RELOCATION OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY
THEIR FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS,
13. OTHER UTILITY REQUIREMENTS:
THE DRAWING PREPARED BY THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY. ANY
QUESTION'S CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY CONCERNED,
14. WARRANTY:
CONTRACTOR EXPRESSLY RE:PRESENT AND WARRANTY THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN
N
MEETING CONTRACTOR'S OBLIGATIONS, HEREIN, ARE FREE FROM DEFECTS 11 WORKSMANSHIP AND ARE CONFORMITY
P N
WITH CITY REQUIREMENTS. THIS WARRANTY SHALL COMMENCE U: ON RECEIPT BY CONTRACTOR OF FINAL ACCEPTA :CE
AND SHALL EXPIRE ONE YEAR FROM 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 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
EXT, 4080,
16. AS BU,ILTS:
CONTRACTOR IS RESPONSIBLE TO MAINTAIN AS—BUIL DRAWINGS WHICH ARE TO BE UPDATED DAILY. CONTRACTORS
N
SHALL KEEP AD MAINTAIN TWO COPIES OF THE AS—B�UILTS. ONE SET IS FOR THE CONTRACTOR AND THE SECOND
SET IS FOR THE CITY INSPECTOR.
W
7 PIKI ownrrnrri i
5800 LUMENS
EATON /`VERD— A011 6— D— U—T3
AMERON CONTEMPORARY 4N7—AP P31VIP8187
ARM (SEE TABLE) 36W SUN TECH
1AMERON IICI OCTAGONAL POLE ELL -124
WITH BASE PLATE MOUNTING
MAX.
-315"X-36" OPTIONAL TRAFFIC
iooe�SIGNM, PER CITY vro�
401 —B_
OPTIONAL STREET NAME
SJGNS, PER CITY !STD.
401-8
HANDHOLE SHALL BE LOCATED
THE `OREAM SIDE OF
TRAFFIC
NOTE:
1. INSTALL RANC)40ONGA
MUNICIPAL UTILITY (RC
POLE NUMBER PLAft bk THE
STREET SIDE :& POU e
ABOVE GRADE. 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 16' long both ends
H
_V +
12"x12" ASTM A-36 Base Plate Ameron Pole
Thickness= 1" for 23' Pole See Sheet 1
Thickness= 1-1/4" for 28' Pole
Concrete Cap Type S Mortar
1 33%30" curb adjacent
with cold joint perimeter 24" Top of
Curb
T_ F_ 6" 2% r 2 Pole
Back of d o q
Flow Line
curb
1" Max. bottom of nut -4
to top of footing
Depth of Footing
39" 4
See Table Below 19"
Min. I
'Below
Flow Line (Typ�)
1-1/2" Co ,d,it
A018—D—U—T3-4N7—AP)
#4 @ 6- for
PER CITY OF RANCHO
Spiral Reinforcement 2"x2"xl/4" Plate
Plug, seal or cap conduits
Washer (TYP)
�SEE SHEET 2 FOR
3" Clear(Typ.) from Tack Weld or Peen
DESIGNED Y.
spiral reinforcement L
QUANTITY:
FOUNDAMN DETAIL
(Required)
Vertical Bars
3" Clear
1" Clear (Typical)
as
24"
Diameter
DRAWN BY:
85 MPH VAND ZONE
135 L.F.
DEPTH OF FOOTING TABLE FOR CONSTRAINED
AND NON—CONSTRAINED SURFACE CONDMONS
Typ.
Soil Typeper UBC 23' Pole 2V Pole
and Geotechnical Report
4" HELVITICA ADDRESS NUMBER
Ill. TSandys Gravel, Gravel
CABINET.
PVC Coupling
Sand, Silty Sand, Clayey Sand,
IV.
Silty Grovel, Clayey Gravel
1 EACH.
L�lay, Sandy Clay, Special Design DWG. NOT
_Sucty, Clay, .. Clayey Silt per Geotechnical Report TO SCALE
CITY
OF RANCHO CUCAMONGA,, CALIFORNIA
APPROVED BY:
STD. PLAN 413,
STREET LIGHTS AND
STANDARD PLAN
ZN�
FOUNDATION DETAILS
410
. .9 . . . . . . . . . .......
DATE
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 2 Of 2
Notes:
QUANTITY,
CONDUIT LOCATION
1. Sch 80 PV ibends may be su4stituted for fiberglass bonds
Por conduits � 3" with straight runs-! 150'
2. Min. Bend Radius: 3"0 - 36", 4"0 - 4V', 6'0 - 48", 6"0 - 60"
DIMENSION TABLE
..............
L "Al WIN 11
00NMUtI46 NEERWO
N
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 16' long both ends
H
_V +
12"x12" ASTM A-36 Base Plate Ameron Pole
Thickness= 1" for 23' Pole See Sheet 1
Thickness= 1-1/4" for 28' Pole
Concrete Cap Type S Mortar
1 33%30" curb adjacent
with cold joint perimeter 24" Top of
Curb
T_ F_ 6" 2% r 2 Pole
Back of d o q
Flow Line
curb
1" Max. bottom of nut -4
to top of footing
Depth of Footing
39" 4
See Table Below 19"
Min. I
'Below
Flow Line (Typ�)
Fill
16.5--17.25-
24"
30" S�
(MIN)
EM
SERVICE 1/2" RADIUS AROUND THE EDGES
CONDUIT
2" BELOW TOP OF FOUNDATION IF NATURAL GRADE
OR FLUSH IF AD ENT TO HARDSCAPE
. 7SLn OPE ALL AROUND (TYP)
ANCHOR BOLTS,%
48- 0 1 MIN, I X 18" GALV..
REIaI�
FOOTING
W31*01IN1114AU411 I �,
IN
Direct Bolt Down Brackets
or Snap in Plate Clips and
Nuts Pre�instgllad ( 2 Places)
All Covers to be identified with 1" (MIN) block
recessed letters as noted per City approved L
constructionplans.
0
"R STREET STREET LIGHT" for a street light system
0 "IRCMU" for Rancho Cucamonga Municipal
(Typ
utility ' <— -'� - W2
• "RC SIGNAL" fora signal system TYPICAL ASSEMBLY
• "RC FIBER" for an interconnect conduit and (WITHOUT COVM,
cable system
G d
TYPICAL COVER
1-1/2" Co ,d,it
A018—D—U—T3-4N7—AP)
#4 @ 6- for
PER CITY OF RANCHO
Spiral Reinforcement 2"x2"xl/4" Plate
Plug, seal or cap conduits
Washer (TYP)
DESIGNATION IC11-4034.
3" Clear(Typ.) from Tack Weld or Peen
DESIGNED Y.
spiral reinforcement L
QUANTITY:
to the pile edge =
6—#6 Equally spaced
(Required)
Vertical Bars
3" Clear
1" Clear (Typical)
as
24"
Diameter
DRAWN BY:
85 MPH VAND ZONE
135 L.F.
DEPTH OF FOOTING TABLE FOR CONSTRAINED
AND NON—CONSTRAINED SURFACE CONDMONS
Typ.
Soil Typeper UBC 23' Pole 2V Pole
and Geotechnical Report
4" HELVITICA ADDRESS NUMBER
Ill. TSandys Gravel, Gravel
CABINET.
PVC Coupling
Sand, Silty Sand, Clayey Sand,
IV.
Silty Grovel, Clayey Gravel
1 EACH.
L�lay, Sandy Clay, Special Design DWG. NOT
_Sucty, Clay, .. Clayey Silt per Geotechnical Report TO SCALE
CITY
OF RANCHO CUCAMONGA,, CALIFORNIA
APPROVED BY:
STD. PLAN 413,
STREET LIGHTS AND
STANDARD PLAN
ZN�
FOUNDATION DETAILS
410
CITY ENGIE
R.C.E. 67 . 5 1 14
DATE
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 2 Of 2
Fill
16.5--17.25-
24"
30" S�
(MIN)
EM
SERVICE 1/2" RADIUS AROUND THE EDGES
CONDUIT
2" BELOW TOP OF FOUNDATION IF NATURAL GRADE
OR FLUSH IF AD ENT TO HARDSCAPE
. 7SLn OPE ALL AROUND (TYP)
ANCHOR BOLTS,%
48- 0 1 MIN, I X 18" GALV..
REIaI�
FOOTING
W31*01IN1114AU411 I �,
IN
Direct Bolt Down Brackets
or Snap in Plate Clips and
Nuts Pre�instgllad ( 2 Places)
All Covers to be identified with 1" (MIN) block
recessed letters as noted per City approved L
constructionplans.
0
"R STREET STREET LIGHT" for a street light system
0 "IRCMU" for Rancho Cucamonga Municipal
(Typ
utility ' <— -'� - W2
• "RC SIGNAL" fora signal system TYPICAL ASSEMBLY
• "RC FIBER" for an interconnect conduit and (WITHOUT COVM,
cable system
G d
TYPICAL COVER
Box
A018—D—U—T3-4N7—AP)
Sch 80 PVC.
PER CITY OF RANCHO
CUCAMONGA STD, PLAN NO. 410.
Plug, seal or cap conduits
RCE
DESIGNATION IC11-4034.
Extension
DESIGNED Y.
per City Specifications
Section 86-1.02B(l)
QUANTITY:
2 EACH.
(Required)
ERE&TO N. TABIOLO rm
1" Clear (Typical)
AND (1)#8 CU—GED.
DRAWN BY:
QUANTITY:
135 L.F.
C
'AP - " �J
INSTALL UN—METERED
Typ.
RANCHO CUCAMONGA STD.
Crushed Rock
4" HELVITICA ADDRESS NUMBER
ON STREET SIDE OF
CABINET.
PVC Coupling
QUANTITY:
1 EACH.
INSTALL STREET LIGHT
HANDHOLE/PULLBOX PER CITY OF
Locate conduits along
Drain Hole \\—Grout
STD. PLAN 413,
the narrow side of
Handhcile/Pull Box.
Fiberglass Riser Bend, see note 1
A
SECTION A -A
AT EXISTING POWER POLE.
Notes:
QUANTITY,
CONDUIT LOCATION
1. Sch 80 PV ibends may be su4stituted for fiberglass bonds
Por conduits � 3" with straight runs-! 150'
2. Min. Bend Radius: 3"0 - 36", 4"0 - 4V', 6'0 - 48", 6"0 - 60"
DIMENSION TABLE
..............
Ir.11140iffizifflu Iffillur-6 I I mfiwll��Akwj
Now
Concrete Lid' �(See Table)
(PC) - Polymer Concrete Lid (See Tat�
ii
CITY OF RANCHO CUCAMONGA', CALIFORNIA
APPROVED BY- STANDARD PLAN
STREET LIGHT!
HANDHOIXZP I ULL BOX
413
MY EN041011 DAT8:i:
USE WITH STANDARD :SPECIFICATIONS MR PUBLIC WORKS CONSTRUCTION
R.C.E.��� SHEET 1 OF 1
;CITY STANDARD DRAWINGS
1 11
uj 7TH T.
�E
I
Y MAP
�JA
CONSTRUCTION N: TES- "WESTIMATE
DESCRIPTION OF RIEVISION
A
k-..17rY %0-`F RANCHO kauCAMONG
0 'EET L T "LAN
cap aa�ccr VF
INSTALL LED STREET LIGHT -51 WATT LED (EATON/VERD
A018—D—U—T3-4N7—AP)
PER CITY OF RANCHO
CUCAMONGA STD, PLAN NO. 410.
USE STREET LIGHT
RCE
DESIGNATION IC11-4034.
DESIGNED Y.
ECOMIMENDED BY -
QUANTITY:
2 EACH.
Ii
ERE&TO N. TABIOLO rm
INSTALL 1 1/2" PVC (SCH 40) CONDUIT W/(2)#8 THWN—CU
AND (1)#8 CU—GED.
DRAWN BY:
QUANTITY:
135 L.F.
C
'AP - " �J
INSTALL UN—METERED
SERVICE PEDESTAL PER CITY OF
RANCHO CUCAMONGA STD.
PLAN NO, 411, AFFIX
4" HELVITICA ADDRESS NUMBER
ON STREET SIDE OF
CABINET.
QUANTITY:
1 EACH.
INSTALL STREET LIGHT
HANDHOLE/PULLBOX PER CITY OF
RANCHO CUCAMONGA
STD. PLAN 413,
QUANTITY:
2 EACH.
POINT -OF CONNECTION
AT EXISTING POWER POLE.
QUANTITY,
1 EACH
DESCRIPTION OF RIEVISION
A
k-..17rY %0-`F RANCHO kauCAMONG
0 'EET L T "LAN
cap aa�ccr VF
APPROVED BY
RECORD SEAL
CITY ENGINEER:
D'ATE4
RCE
67514
DESIGNED Y.
ECOMIMENDED BY -
Ii
ERE&TO N. TABIOLO rm
, I
3882r SO
DRAWN BY:
Exp.—Ic,.
--31-21
1
C
'AP - " �J
CHECK ED BY:
- 8T H T R BE T
TITLt Sm EisT
D'ATE4
RCE
67514
ECOMIMENDED BY -
Ii
1
2
OF
DRAURG
8 —SL
49