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------------------- —EX. C/G -- MATCHLINE "A" SEE SHEET 1
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EX. R/W �- — — r---- —-----------
BC EX. 2"C,
INSTALL , NEW DLC -- -- --
REMOVE EX. DLC MATCHLINE "B" SEE SHEET 1
40' TO MATCHLIP
100'y TO MATCHLINE
GENERAL NOTES:
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1, TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE
PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND I I p
THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATE, ,JULY I I N
1999) AND STANDARD PLANS (DATED, JULY 209 ). j q 9 9) , w t
' � I2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR I wI
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS. t I 3i
PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING
CONSTRUCTIONDAYS BEFORE DIGGING. NOTES:
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3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS I I r I
OTHERWISE SHOWN. I I / L r
4. DETECTOR LOOPS SHALL BE CENTERED IN TRAFFIC LANES UNLESS SHOWN I
OTHERWISE.I
13 EXISTING 2"C, W/SIC, 6PR/#19, TO MULBERRY
5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE ES -4C FOR POLE
14 EXISTING 2"C W PULLROPE FOR FUTURE SIC. I I I
LOCATION DETAIL. L __ J L --i
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF I I I
FONTANA DEPARTMENT OF ENGINEERING PRIOR TO COMMENCEMENT OF WORK. I I AB I i t
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7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND I I I NP• I I I
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE
ENGINEER. u I I I
8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. I I I I t
MODIFY SPRINKERS SYSTEMS IF NECESSARY. I I I I
9, THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. I
HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE I I
MINIMUM RADIUS OF 3 FEET.
10. ALL VEHICLE INDICATIONS SHALL BE 12' AND HAVE LE.D. SIGNAL MODULES. ALL
PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES EQUIPPED WITH I I I I I ¢ t
COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS). I I I ' ?�-
11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL _ I _ _ ,� I I u -i
REPLACED WITH NEW CONSTRUCTION.
12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO I ,I
CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT
AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL I
PROVISIONS. I TV.
13, CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OFA I AB r I t
CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS II t t
FOR THIS PROJECT. I Y Y L __ J
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14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER SPECIAL PROVISIONS, SECTION E. I I m 3
-I O I II
15. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE
LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON I o LL. 17 1
ARE TO CONFORM TO 2006 CA M.U.T.C.D. CODES. TRAFFIC SIGN SIZE SHALL BE t I N
FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS.
EX.2"C, 1 NEW DLC
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BOULEVARI
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1
345' TO BA
OF X—WALK
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AUTOCAD
FILENAME:Foothill