HomeMy WebLinkAbout3481-20
+m
NU-
. o
H -
lll I—
W UJ
ZW
J IS)
HW
L
fR,w Co I TRUS
RI v
fi)z•:S ' i�'t'1C•` :i•'S' ,.�,. .Ig^��. _..— ;;,y,! � c�'K{1 ��••..,-i�^'1�ti
40 3 41 42 43 44
■��■��■
>.a>.afv»i»>-vv.v a» I..IwHw..lx»H:>+=i>avvvaawavava>u>v.v»vaaN;T;.>!N»»JJ. N:.v>a+»»»>v++va»av»»>��::a»� - .auv>.. INwHHIN.w+.NIN>wNHIIH..>NNI+IH+.+IHwHJwN. v�JNHIIHHNll1II.NHJINlJIJNIIHHH HINH NI+NNHNINHIIHI.
I
N
d'
Q
H
TRAFFIC SI C NAL INTERCONNECT C ENEiRAL NOTES
I. TRAFFIG SIGNAL INTERCONNEGT SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS,
THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS
(DATED JULY 2002).
2. LOCATION OF ALL UNDERGROUND FAGILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL POTHOLE TO DETERMINE THE EXACT LOGATIONS AND VERIFY ALL CONDITIONS
ON THE JOB SITE. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS.
PHONE UNDERGROUND SERVICE ALERT AT (800)227-2600, TWO (2) WORKING DAYS
BEFORE DIGGING.
3. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER IN THE FIELD FOR EXACT
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT.
4. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
5. TRAFFIG SIGNAL INTERCONNECT PULLBOXES TO BE INSTALLED AT 600' MAXIMUM
SPACING UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD.
6. S 1 ONAL INTERCONNECT GONOU I T SHALL BE PER STANDARD SPECIFICATIONS, UNDER
CONDUIT, SECTION E, AND PER DETAIL THIS SHEET.
7. EXISTING DRIVEWAY AGGESS TO BE MAINTAINED BY THE CONTRACTOR AT ALL TIMES.
&. CONTRACTOR SHALL INSTALL CONDUIT UNDER ALL DRIVEWAYS USING THE BORING METHOD
(SEE SPECIAL PROVISIONS).
0.03' L I P
o. I
e a
c
d
NEW A.G.
EXIST CURB
AND/CSR GUTTER
J
o
AVENUE
.. .. .. I .. 0000mm =00100m
•i,:•- s^�r_Z�•ar=vcr=..fir;=.>s•«-•m^^sz�^s:^^^:�r-�'�%ti.�•---•^r�ra�r�:�•:a........ ..................Q.��.........,...,,,,,..,,,...:...,,,,..,: ,.....,,,. �,,. �.,,...,,.•;.;, .....:�:=r:^s.N•N`'
ems^ ............
45 46 47
-� - -i- - - -T - I- - --}— - - -}-- -
.................
.............. _._.
:-�.:..w........uw............. + to
LL
vrl �1- o
............................................................. let. {, ..............
48 < m
�7 r 11.1
..,.. �........., ........ . ........ _..... _..._._..
...................... I.........
v`�-
—
m
Lu
z
u
2
3
t 3
INHINIIHNJIINwINlIlwN INHNHNINNNINHlNIIHNINNI NINNNNHN!>JNlA HI)lw.vw.w+Nl1............... -
•• �
2
_■` `F
MU
Lu
TACK GOAT COMPLETE -
SURFACE BEING PAVED
0
0
w
m�
LL
•u
< J
� o
W J
Z W
=w
�fu
<
I
SEE DRAWING NUMBER 3478
FOR INTERSECTION DETAILS
1"=40'
20 10 0 20 40 80
MM ITT!n
TRAFFIC 51 G NAL INTERCONNECT CONSTRUCTION NOTES
EINSTALL 6 — 1.5" SCHEDULE 40 HDPE CONDUITS PER DETAIL "A". THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE, AND GREEN. INSTALL ONE
(I) INTERCONNECT GABLE (6PR #Iq) IN THE ORANGE CONDUIT. INSTALL PULL ROPE IN THE REMAINING CONDUITS FOR FUTURE GABLE. CONDUIT SWEEPS SHALL BE
INSTALLED WITH A MINIMUM 10—FOOT RADIUS.
0.10' MIN.EXISTING [2]INSTALL P45 PULLBOX (48.5 L x 30.5 W x 30 D), PRE—GAST CONCRETE, HAVE LOGKING LIDS, AND BE LABELED "COMMUNICATIONS".
AG SURFAG IN C-7
N 6-1.5"5GH 40 HDPE
CONDUITS AND 4-5ACK
ORANGE—PEA GRAVEL BAGKF I LL
DUCT INSTALLATION AND
TRENCH REPAIR
DETAIL "A"
N.T.S.
0
C= e� T
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-221-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
■