HomeMy WebLinkAbout2519-SL34- 3 3 'a 3
11
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0
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30 0 30 60
scale 1 Fj= 30F feet
CONSTRUCTION N110TES
Di— — INSTALL LED STREET LIGHT 39—WATT LED (EATON/VERID ---7 EA
C016—D—U—T3-4N7—AP) PER CITY OF RANCHO
CUCAMONGA STD. PLAN 410 W/ NO. 5 CONCRETE
U E
NDI RGROUND PULL BOX W/ LID STAMPED "STREET
LIGHTING" W/111 FT OF STREET LIGHT
INSTALL 1 PVC (SCH. 40) CONDUIT WITH (2) #8 -----1,319 LF
Ir1yvN—CU (1) #8 CU—GED
U'3)-- VERIFY SCE POINT OF CONNECTION. COORDINATE WORK
WITH SCE. CONTACT DANIEL SAN HE @ 909-2102-0024
*N OTE:
HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN
THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES
PRIOR TO CONSTRUCTION
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
h
12%12" ASTM A-36 Base Plate Ameron Pole
Thickness= 1" for 23' Pole See Sheet 1
Thickness= 1-1/4" for 28' Pole
15" 18"
Concrete Cap Type S Mortar
I 33"x30" curb adjacent
with cold joint perimeter 24" Top of
Pale Curb
2% 27, P
Back ofFlow Line
curb
F1"I,� bottom of nut 09 of footing
Depth of Footing
See Toble Below
I I , 30" Min. Below
39" 48' Flow Line (Typ.)
Min. I r
1-1 2" Conduit
AND NON—CONSTRAINED SURFACE CONDMONS
Soil Type per USC
23' Pole
T
and Geatechnical Report
ALUMINUM CAP
ARM LENG7
Spiral Reinforcement
F
1 1
(SEE TABLE-)
Washer (Typ}
3" Clear (Typ.) fromTack
E
spiral reinforcement
ri
zww
W
to the pile edge
6—#6 Equally spaced
0 1111100W
Vertical Bars
3" Clear
tT
C'4
AMERON CON
I I , 30" Min. Below
39" 48' Flow Line (Typ.)
Min. I r
1-1 2" Conduit
AND NON—CONSTRAINED SURFACE CONDMONS
Soil Type per USC
23' Pole
T
and Geatechnical Report
#4 @ 6" for
Spiral Reinforcement
F
1 1
2"x2"x1/4" Plate
Washer (Typ}
3" Clear (Typ.) fromTack
Weld or Peen
spiral reinforcement
Sand, Silty Sand, Clayey Sand,
to the pile edge
6—#6 Equally spaced
0 1111100W
Vertical Bars
3" Clear
tT
C &ENGINERUNG
LIMITED TO ONE PER POLE AND ONLY
T_
24"
Diameter
85 MPH WIND ZONE
M:z
DEPTH OF FOOTING TABLE FOR CONSTRAINED
AND NON—CONSTRAINED SURFACE CONDMONS
Soil Type per USC
23' Pole
28' Pole
and Geatechnical Report
Sandy Gravel, Gravel
6'
7'
IV.
Sand, Silty Sand, Clayey Sand,
AMERON BANNER SAVER BRACKET.
Silty Grovel, Clayey Grovel
0 1111100W
_UATALOG NUMBER RASPL30PRO (TYP).
C &ENGINERUNG
DWG. NOT
V. Clay, Sandy Clay, Special Design
STity Clay, Clayey Silt per Geotechnical Report TO SCALE
.. . ........
CITY OF RANCHO CUCAMONGA, CALIFORNIA
STREET LIGHTS AND STANDARD PLAN
FOUNDATION DETAILS 410
.E LATE
4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2
W*Mff�'2
7 PIN PHOTOCELL
SEE SNEEr �2 FOR
�Ob(Nb#k* DETAIL
AMERON: 101OCTAGONAL POLE
WITH BASE PLATE MOUNTING
OPTIONAL BANNER 30"W X 80"H WITH
AMERON BANNER SAVER BRACKET.
0 1111100W
_UATALOG NUMBER RASPL30PRO (TYP).
C &ENGINERUNG
LIMITED TO ONE PER POLE AND ONLY
ON 28' POLES ONLY
M:z
li IN W
A
rq
410
CRY t
WC.E. 514
U 5E WOH -.c DA96 SktWICATIONS FW PUBLIC WbkkS 00NSTkUCMN SIHEET I OF 2
MAX.
OPTIONAL TRAFFIC
p
CL
in
/Lit
SIGN(S), PER CITY TO.
OPTIONAL STREET NAME
SIGNS, PER CITY STD.
401 —B
NOTE:
z
1. INSTALL RANCHO CUCAMONGA
HANDHOLE SHALL BE LOCATED MUNICPAL UTILRY (RCMU)
�--AT THE DOWNSTREAM SIDE OF POLE NUMBER PLATE ON THE
TRAFFIC STREET SIDE OF POLE 5'
ABOVE GRADE,
SEE SNEEr �2 FOR
�Ob(Nb#k* DETAIL
0 1111100W
C &ENGINERUNG
li IN W
A
?A0,' l'
410
CRY t
WC.E. 514
U 5E WOH -.c DA96 SktWICATIONS FW PUBLIC WbkkS 00NSTkUCMN SIHEET I OF 2
ELEV.=1510.427'
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