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FOUR -1 %'9 ANCHOR BOLTS W/
S -HEAVY HEX NUTS AND
S - WASHERS PER BOLT
BOLT IS GALVA D
FULL 1IRA O 1E 1051) -TG
FULL G O
iR" MR)
CAMERA POLE BASE PLATE
DEPTH OF FOUNDATION
"D..
ANCHOR BOLT
ASTIR A449. OR F1554 GR.105
3HAV OR FLATTER
'..�
DIAMETER
LENGTH
U FUTE)
TWO - ANCHOR BOLT TEMPLATES. iR'P1ATE
-PER POLE
TA"
I''B'
a tfi
(A ASS GAV. NOT RE
v trz-
W
SW
Ti'
RIM
1-0
M9T
w
4'-S°
1' -2M CENTER NOTE
''I
tlt-
1v R
DI
I
G
W
FOUR
-1 HOLES FOR ANCHOR WLYS
AI
B OLT
LE
GRC = 25 iR
•THREADED LENGTH
ANCHOR BOLT ASSEMBLY
OVER£XCAVATED AREA SHAD BE
CAMERA POI-E E BACNFILLED WTH CONTROLLED-
. DENSITYEILL (CDpF� DR VADI SOIL IN SCREEN
ACCOROANCE WITH SID. SPEC 620.3(2) - SEE DETA
GAPS ON BOTH CONNU Willi i
ENDS
SCREEN S C
SEE DUAL ;..
2M COMMIT
m � NUT HEIGHT r 1'MAX. CAPS S ON 06TH TH ENDS
II
H p N
t'� �_ s7 BOLT IASSEMBLLYOU
F.6 Z�
O D o UNDISTURBED SOIL -
on� a YTDARS GROUND SLOPE �. P
EVENLY SPACED J i
o
ANCHOR BOLT TEMPLATE ) 2
U SEE ANCHOR BOLT ADSFIABLY LL
DETAIL THIS SHEET m 1
TGLPL
UNITS OF STRI
EXCAVATOR —
. Bb"RWND
FOUNDATION REINFORCEMENT DETAIL
CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH.
ALTERNATE # 7
N.T.S.
D. MORFGRD
PACKAGE:
1C
WELDED GA.V CLOTH
lAw. c me SQ MAP
AP
AROUND BASE PLATE
NTH 0' MIN LAP —
CAMERA POLE
HEIGHT
DEPTH OF FOUNDATION
"D..
ANCHOR BOLT
ASTIR A449. OR F1554 GR.105
3HAV OR FLATTER
2H IV
DIAMETER
LENGTH
BOLT
CIRCLE
SY'
TA"
I''B'
a tfi
s4°
v trz-
MY
SW
Ti'
RIM
1-0
M9T
w
4'-S°
64"
''I
tlt-
3 SOLT
OF BASE
SCREEN DETAIL
E CAMERA POLE
L
GENERAL NOTES:
1. THESE FOUNDATIONS PRE DESIGNED FOR A MINMILMI OF 1,500 PSF
3 ALLOWABLE LATERAL BEARING PRESSURE FOR THE SOILA SPECIAL
LS ..FOUNDATION SHAL BE WOUIRED FOR SOUL WTH LOWER
ALLOWABLE LATERAL BEARING PRESSURE THAN 1,500 PSF.
m
NUT HEICM r V MA%. 2. THESE FOUNDATIONS PRE DESIGNED FOR INSTALLATION ON LEVEL
GROUND. OR ON SLOPING GROUND NOT TO EXCEED 21 SLOPES
'STEEPER THAN 2:1 REQUIRE A SPECW- DESIGN
H 3. FOUNDATION LINDEPTH,B WITHIN ECOLOGY EMBANKMENTS SHALL E
INCREASED IN OEPT1 8V THE DEPTH OF THE ECOLOGY EMBARKMENT
I aN
4 -1 VSO ANCHOR DESIGN CRITERIA,
BOLT ASSEMBLY MI AAS11T0 STANDARD SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC
2 SIGNALS WTH INTERIM BROWNS 2002 AND =3.
WHO VELOGTY:
i MAX. 05 MPH
GROUND MAXIMUM POLE DEFHECTON SW64 NOT EXCEED G7' IN SC MPH
SLOPE AND II IN 70 MPH LAND
LOADING
EVENLY SPACED i)CAMERA - EFFECINE PROJECT AREA = 400 SO. FT.M
Z-0 mow POLE TOP.
2.) DISH - 141N.® MILE TOP LEVEL
1
m I4 CTRS Q
1'Q'CTRS. SHORING OR EXTRA EXCAVATION AS RIBOUWED.
CORRUGATED METAL PIPE 2 FOUNDATION TOP (162 S BE FORMED TO CREATE A SMOOTH
CONCRETE SURFACE ALL EXPOSED FOAMING SHALL BE REMOVED
UPON COMPLETION OF FOUNDATION CONSTRUCTION.
lJ. GROUNDING CONDUCTOR .W AM STRANDED COPPER VATH Vb MIN, I
BLACK CLAMP CONDUCTOR TO RESAR PATH LISTED CONDUCTOR
.SUITABLE FOR USE EMBEDDED IN CONCRETE. ROUTE CONDUCTOR TO
1-0°--I S6"ROUND UNDISTURBED SOIL CAMERA POLE GROUNDING STUD.
FOUNDATION REINFORCEMENT AND BACKFILL DETAIL
CONCRETE CAST INSIDE CORRUGATED METAL PIPE STAY-111-PI-ACE FORM.
PAPER OR CARDBOARD FORM SWILL NOT BE USED BENEATH THE GROUND SURFACE
ALTERNATE #2
N.TS.
W
1405
1 -5 TO SR 169
STAGE 2 - WIDENING
state AND SR 515 INTERCHANGE
RBPortat(on
CAMERA POLE 6 FOUNDATION DETAILS 2 O