HomeMy WebLinkAbout2924-6alrrNG Rrt ,ICY — — — _
TRAFFIC SIGNAL INTERCONNECT GENERAL NOTES
�--- - - - - C'1'V - ---------------------- Y -41 MGHT OF
1. TRAFFIC SIGNAL INTERCONNECT SHALL CONFORM TO THE STATE OF CALIFORNIA
------
—� STM, — — — CT -- ( 9 )
------------'�'� _ STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS DATED JULY 19 2
< .4
--------- '
' , I ---------------
RC
RC 2. LOCATION OF ALL UM)E FACtLMES ARE APPROXIMATE. THE CONTRACTOR
_______ �T 24 "+__ i ! _ _ _ _-_ = - _____________ SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS
I ---_--��_________________________------- =L- BC ON THE JOB SITE. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS.
- 7 PHONE UNDERGROUND SERVICE ALERT AT (S00)ZZ7-26A�, TWO (2) WORKING DAYS
'/ - - - - _ BEFORE DIGGING.
:3I !; I I I ; ; ; 4. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT
LOCATIONS PRIOR TO FINAL PLACEMENT.
c:
► I : % 5. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
it ' ; ; ;% 6 FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
? ; ; _ _ _ - - - cn - _ _ d. ALL TRAFFIC CONTROL, NfOfC ZONES AND LANE CLOSURES SHRILL 9E COMPLETELY
lo ' ' _ - - - - - - - - - - - - -- - - - _ _ _ DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE
\ ;'1 < ► I - >> - -
15' j,,+-�" __- _ -----_-_-_-_-_- -_-_-_ + 40 VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL
\ ' '" ____ __ - 15 ♦ -----------_ N OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE WORK ZONES
1,15 _-_ __-_-_-_----------------�---- ' -- ---- + CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT
--------------------- - _---_-_-,___ - =-_---__--_-_ ------------------------ LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND
- - - - - - - - - - - - - - - - - -- - - - ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNING MAY BE REQUIRED.
�X18T__MED1Ad------------------
-
-------------- - —
-- ----a_/—L—T--- _ __ _� _� _ f
1 -------------� — —RCB c� ----RCB ----- g 7.
- TRAFFIC SIGNAL INTERCONNECT PULL80XES SMALL BE � AND INSTALLED AT 200 FT.
__----------
-----------------
S.
___________________ - MAXIMUM SPACING UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
s I
- -
--------------
-------------------------- --
i = 1 _______ ��--_----- s A 6„ �� S. SIGNAL INTERCONNECT CONDUIT SHALL BE PER STANDARD SPECWTCATIONS, UNDER
I \ \ �, �� _ - _CCU1T. S€CTK3Aj €. AAl�3 PER DETAIL THIS SHEET.
da 17"
:3
— — — — — — — — — — — — — _________—__—--------------- — — — — — — — — — _ _ — — _ _
r%� Ili C7 � � �`1 ��.s-.��..it — = T = - - - — — — — — — — — — — — — — — — — —------------------------------------------ __ — — —
\,i j — — ____ TRAMC SIGNAL INTERCONNECT CONSTRUCTION NOTES
"J--_L-- ------- 1 �� `-----------
_—
sli ----------- -J L__- \ \r__-------------------------------------------------- w
i=
INSTALL 2 CONDUIT. #6 PULLBOXES, AND INTERCONNECT CABLE AS SHOWN ON
I� I _-------- THE PLAN. (SEE SPECIAL PROVISIONS).
i _ _ OF W" -
� L 1 '— �RrAff OF WAYdam
3 7� INSTALL INTERCONNECT CABLE IN EXISTING CONDUIT, PER SPECIAL PROVISIONS.
/ NOTE: SEE SHEET 3 FOR +
8 LOCATE CONDUIT AND CONDUIT ENDS, INSTALL #6 PULBOXES. REPLACE SIDEWALK
�
COMPLETE TRAFFIC SIGNAL. sour smear 0
CONSTRUCTION DETAILS. APPROXIMATE LOCATION PULL -BOXES AND CONDUIT AS NECESSARY.
—m-oft NmftE r _ .�..-- – ------------- "Sft RMT OF -
--- ---_ _ — 'raFrw,► as -----------------�-----_ —war
- —_-- — 8 _ _ ---- _ _..
------ ------
Z.
V�
7 — — _—__ _—_ >—----_-------
7tz
-- 6', G ---_____ 617 G_____ L
7
t-------------------- ------____ w �' '=
----------------------------- : _ p _ _ t ai _ _, _ _ — — — — _ _ _
_____-__ ______________________ _______ _-_ __- _ _ _ _ _ _ _ - - - w
co ____------------- ----_ -_---- ----_ �-- _-_-_---_�___ ------
cW
--- E _-_-- E
�__
LJ -�_ 0
Z41
r
--� 6„ G 6 G 6„ G Z Q
= 17"W - _ ,, o
---_ �_ 6 G = _ '� d
_________________ __ _--_------- 17"W _ ti -------------------
---_-----___�__-_- ---------------------___-__- Z
-----------------------
_ ____-------------------------- - - - _
--____ ---------------------------------------moi \ - _ _ - --� �`-=----- __-----------------------------------------------
---- --- - - - - - _ _ _- Z
_ _ - - /--_------------------------------------------------ - - - _
-- -- — __ _ I— — —_
DCS RIC>W OF IMIi►Y` —
E IG iEXISTING ROff OF WAY
OF My �� 1 i
CHERRY AVENUE
_901hLo 4019W CHERRY AVENUE
!Y-
V;
NOTE: SEE SHEET 5
FOR TRAFFIC SIGNAL
� a CONSTRUCTION DETAILS.
c w �
EXISTING RIGHT OF WAY _ -�41 J�o
IV
_— Existing Sidewalk7:7 --____—_-------- -- 1�CW
vu 1W oncomw 03 M _j
ExistingSidewalk _— 7 ------------- -------------- -----
---- ----- ------------- — —---------------
------ _------------------------ ffv---_______ -_------__ _-_STV----------,--e�� ------ --� �� -- 6„--
--------r- c
Existing C&G
_— I
I
i
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - — - - - -
- ------------------- -9 - - - - - - — - - - - --
--------------- I -- - - - - - - - - - - - - - +
-�-------------—F------------------------ NOTE:
`�-�-�---�- --- CHERRY AVENUE CONDUITS�I PULLBOXESNARECEXlSTI 1G /
�
PER SIGNAL PLAN �C " i
6
HEADER CUT
NEW A.C.
Bridlepath Drive
1' 1'
0.10' MIN. EXISTING
AC SURFACING
TACK COAT
ALL EDGES
-�- 2- SACK
SLURRY BACKFILL
(INITIAL POUR TO BE FLUSH
NTH SURROUNDWG SURFACE)
RIGID METAL. CONDUIT
(INSTALLED WITH 18" MIN. COVER)
TRENCH REPAIR DETAIL
N.T.S.
AUTOCAD FILENAME: BridlePthCherrylnterconnect-ALT1 .dwg
J
Q
0
z
■
0
W
W
Q
F-
W
Z
Q
w
z
v