HomeMy WebLinkAbout5504-3TRAFFIC SIGNAL GENERAL NOTES
r 9. 1,
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT
OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN
PUBLIC RIGHT-OF-WAY WITH IN THE CITY LIMITS. CALL (909) 350-7610.
2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM
TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD
PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE
CALIFORNIA MANUAL OF TRAFFIC CONTROL DEVICES, DATED 2014.
3. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL
POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE
JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS. PHONE
UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE
DIGGING.
4. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT
THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT ANY CITY
FURNISHED OR PROVIDED AS NOTED IN SECTION E.
5. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS
OTHERWISE SHOWN. -
6. CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE AND SCHEDULING WITH
SOUTHERN CALIFORNIA EDISON COMPANY FOUR WEEKS IN ADVANCE OF NEED.
7. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT
LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E.
8. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
9. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM
SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY.
10. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL
REPLACED WITH NEW TRAFFIC SIGNALS AND LIGHTING.
11. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR
POTENTIAL CONFLICT WITH THESE PLANS AND,OR SPECIFICATIONS FOR THIS PROJECT.
12. TRENCH REPAIRS SHALL BE PER SPECIAL PROVISIONS, SECTION E AND CITY STANDARD
PLAN '1008.
13. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO
THE CITY ENGINEER.
1
r. 0� 4
1
DETAIL "4"
1
ui
9+00
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE D
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS Know what's below.
BEFORE YOU DIG Call before you dig.
LOOP
DETECTORS (TYP.)
TRAFFIC SIGNAL NOTES
GADJUST EXISTING PULLBOX.
12 INSTALL PEDESTRIAN PUSH BUTTON AND POST PER CALTRANS STANDARD PLAN
ES -7A, DETAIL B.
13 PROTECT POLE IN PLACE AND ADJUST HEIGHT OF PUSH BUTTON TO ENSURE IT
0
IS 42" ABOVE FINISHED GROUND.
GPROTECT EXISTING POLE AND REMOVE PEDESTRIAN PUSH BUTTON.
15 PROTECT EXISTING TRAFFIC SIGNAL EQUIPMENT IN PLACE
16 INSTALL NEW NO 6 PULLBOX
SREMOVE AND SALVAGE EQUIPMENT
AB ABANDON, IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.
CB INSTALL CONDUIT INTO EXISTING PULLBOX
1. CONTRACTOR SHALL REPLACE ANY LOOPS DAMAGED BY CONSTRUCTION.
DETAIL "5"
EX R/W
//-4 J�� - ���� • .—.�—iii
11+00
POLE SCHEDULE
STANDARD
MAST ARM
TYPE E LOOP
SIGNAL MTGS
PED PUSH BTN
LOCATION
LED
R.S.N.S.
REMARKS
No.
TYPE
HEIGHT
SIGNAL
LUM
LUMINAIRE
VEHICLE
MAST
PED
PHASE
QUAD
ARW
A I
B
AO
PPB POST
3'4"
-
-
-
-
-
-
-
-
-
<
-1.5'
2.5'
B
PPB
-
-
-
-
-
_
-
-
-
F
-
-
REMOVE EX PPB AND POST
POST(R)3'4"
OC
PPB POST
3'4"
-
-
-
-
-
-
-
-
-
F-
7'
2.75'
ALL EQUIPMENT SHALL BE NEW, UNLESS OTHERWISE NOTED WITH (R) REMOVE.
NOTE: POTHOLING REQUIRED FOR ALL POLES.
LEGEND:
-44}—
PROPOSED SIGNAL EQUIPMENT
OPROPOSED
TYPE E LOOP
PROPOSED TYPE D LOOP
---
EXISTING SIGNAL EQUIPMENT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REVISION DESCRIPTION DATE ENCR. CITY DATE STANDARDS IN EFFECT.
DETAIL "4"
1"=5'
m
i
I
I
CR
i
RE -ROUT EX CABLE AB
TO NEW PPI3. Q
CURB FACE A -A
m
d
w
a B.C.R.
a
1 B
POLE LOCATION
DETAIL
W
N
QUADRANT
PUSH BUTTON LOCATION
(TOP VIEW)
E
3
I \
I �
II \
I
I \
I \
I I �
CB
j
12 0000 15 I
000 15
d
t
Ir
_ \0
1 \ \
\` \\
' LOOP
\ DETECTORS Ile,
DETAIL 5"
1 it = 5'
KOA �OD�D A ���T Prepared Under The Supervision Of
QROF E SS/ON 1t
s-1 = C lJ1\t� 1 V
\NG GV114ee, PLANNING & ENGINEERING
s 3190 C Shelby Street
y DRAWN BY:
No. 75793 Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
* EXP. 6/30/18 ,f DESIGNED BY:
BENCH MARK: B.M. NO. 264 ELEVATION= 1,321.02
Sl awe �P
OF CAUFDESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO. -1QQ //,, // CHECKED BY:
264 BEING AN "X" IN THE WEST END OF THE SWCR OF JUNIPER AVE AND PAINE f DATE: 1Its
STREET.
MING N. R.C.E. 75793
North
0 20 40
SCALE 1"=20'
CITY OF FONTANA, CALIFORNIA
TRAFFIC SIGNAL MODIFICATION
JUNIPER AVENUE SCALE:
AND As Noted
DATE:
FO L BOULEVARD
[;C;EN
B 4 DRAWING NO.: 3
DATE:! �• �l0 5504 3
GINEERR.C.E. 51152