HomeMy WebLinkAbout2108A-17EA 38310 K
TOTAL PROJECT NO. SHEE
PHASE 1
08. Sl3d. 66 R 15.61 /R 15.86 J 7 23
1. PRIOR TO STARTING ROAD WIDENING, SAWCUT
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WITH TEMPORARY PAVEMENT PATCH.
"B
SCALE 1"=100'
DETAIL A DETAIL
REGISTERED CIVIL ENGINEER
NTS NTS
7— 2�
DAVID M. McGLASSON
CXD
S APPROVAL DATE
REMOVE
REPLACE
CIVIL
EXIST.
ISLAND NOSE AND
WITH TEMPORARY PAVEMENT PATCH
REMOVE EXIST. ISLAND
REQUIRED SIGNS HEA
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DETAIL A NOSE AND REPLACE
DETAIL B DETAIL "C
DETAIL "D" & SPACING FOR
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C18 N TS N TS
REQUIRED SIGNS
SPACING PER
WITH TEMPORARY
PAVEMENT PATCH
ADVANCE WARNING
PER STD. PLAN T 11
GENERAL NOTES:
STD. PLAN T 11
1 ALL TRAFFIC CONTROL WORK AND DEVICES FOR CON—
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SPECIFICATIONS AND STANDARD PLANS LATEST
ALL WORK AREAS SHALL BE COMPLETELY CONED
AND/OR DELINEATED AND/OR BARRICADED PER
CAL TRANS REGULATIONS.
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3. ALL ADVANCE WARNING SIGNS SHALL BE ILLUMINATED.
ALL OTHER SIGNS SHALL BE EITHER REFLECTORIZED OR
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HEA
4. TEMPORARY TRAFFIC CONTROL STRIPING SHALL BE DONE
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FOOTHILL BLVD.
DURING THE TIME WHEN THE LEAST AMOUNT OF TRAFFIC
IS EXPECTED.
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(S.R. 66)
5. THE CONTRACTOR SHALL INSTALL CONSTRUCTION AREA
LEGEND
SIGNS THAT WILL PROVIDE CONSTRUCTION DURATION
INFORMATION AT LEAST 7 WORKING DAYS PRIOR TO THE
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DIRECTION OF TRAVEL
START OF CONSTRUCTION.
PHASE 1
6. TEMPORARY LANE LINES AND/OR CENTERLINE SHALL
EXISTING ISLAND NOSE REMOVAL
CONSIST OF REFLECTORIZED LINES APPROXIMATELY 24
INCHES LONG AND 41) WIDE, SPACED APPROXIMATELY 24
FEET APART. DAY/NIGHT REFLECTORIZED RAISED
PAVEMENT MARKERS APPROVED BY CALTRANS, MAY BE
USED, SPACED APPROXIMATELY 24 FEET APART IN LIEU
OF 24 INCH LINES.
PHASE 2
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7 — — — — —
7. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC
1. TRANSITION THE TWO EAST BOUND LANES NORTHWARD.
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LANES SHALL BE BY USE OF FLAGGER AND APPROPRI —
RESTRIPE LANES PER DIMENSIONS SHOWN IN DETAILS "A",
t)B)) ')C)t AND ))D)).
ATE SIGNAGE AS DIRECTED BY THE ENGINEER, OR
2. MODIFY THE SOUTHERN MOST WEST BOUND AND NORTHERN
MOST EAST BOUND
LANES TO BECOME A THROUGH/LEFT TURN LANE AT THE INTERSECTIONS.
DETAIL "A" DETAIL "B"
STRUCTION REDUCES THE ROADWAY TO A SINGLE THROUGH
SCALE 1 100, TEMPORARY TRAFFIC
NTS NTS
LANE OR WHERE THROUGH TRAFFIC MUST STOP FOR
CONTROL STRIPING PER
EQUIPMENT MOVEMENT,
8. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL
REQUIRED SIGNS TAPER LENGTH AND
"A"
"B
DETAIL "C DETAIL "D
CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION
& SPACING PER SPACING PER
STD. PLAN T 11 STD. PLAN T 11
DETAIL
DETAIL
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SHEETS.
9. A MINIMUM 12' TRAVEL LANE AND EMERGENCY ACCESS
SHALL BE MAINTAINED AT ALL TIMES.
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NTS NTS
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
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TRAFFIC CONTROL AT ALL TIMES.
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11110
MASK OR BAG ALL CONFLICTING SIGNS, AND/OR ALL
REQUIRED SIGNS
CONFLICTING STRIPING. PAVEMENT MARKINGS SHALL
& SPACING FOR
BE REMOVED FROM THE PAVEMENT BY SAND
ADVANCE WARNING
TYPE 11
TYPE 11
BLASTING BY THE CONTRACTOR.
PER STD. PLAN T 11
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BARRICADE PER
CAL TRANS STD.s
FOOTHILL BLVD.
BARRICADE PER e, END
CAL TRANS STD.s ICONSTRUCTIOJ
12. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR
IGHT LM
ONSTRUCTIO don C20 (Rt.)
SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES
HEA E
(SeR, 66)
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AND OTHER TRAFFIC CONTROL DEVICES TO THEIR
ORIGINAL CONDITION, OR TO THE SATISFACTION OF
C18 35 W6 (35)
LEGEND
THE ENGINEER.
TRAFFIC CONE
13. REMOVAL OF ALL SIGNS AND LEGENDS SHALL BE
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PHASE 2
PORTABLE SIGN
COORDINATED WITH THE CITY OF FONTANA TRAFFIC
DIRECTION OF TRAVEL
SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED
ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE
SOUTH SIDE WIDENING
WORK AREA
WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS
REQUIRED TO COORDINATE WORK WITH CITY FORCES.
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(909) 350-6600
PHASE 2A
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14. EXACT LOCATION OF ALL EQUIPMENT AND CONTRCt
CD
1. TEMPORARY LANE CLOSURE OF
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DEVICES TO BE DETERMINED BY THE CITY OR CALTRANS
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ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION
SOUTHERLY MOST EAST BOUND LANE
TAPER LENGTH AND
- - - - - - -
SIGNS MAY BE REQUIRED BY THE CITY OR CALTRANS
FOR ADDITIONAL OVERLAY FROM STA 767+50
SPACING PER
ENGINEER.
TO 771+00. SEE CROSS SECTIONS SHT. 8 OF
DETAIL "A" DETAIL "B
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23 FOR ADDITIONAL INFORMATION.
-E)- SCALE 1 100,
NTS NTS
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REQUIRED SIGNS TAPER LENGTH AND
TEMPORARY TRAFFIC
DETAIL "C DETAIL "D
STD. PLAN T 11 STD. PLAN T 11
DETAIL '13 NOTE 6
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Prepared By.
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NTS NTS
CITY OF FONTANA, CALIFORNIA
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PUBLIC WORKS DEPARTMENT
REQUIRED SIGNS
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DRAWN BY:
WAL —MART REDEVELOPMENT CENTER
DATE:
/8194
7,
& SPACING FOR LEGEND
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ADVANCE WARNING
TYPE 11
BARRICADE PER
TYPE 11
TRAFFIC CONE
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DESIGNED BY:
71
FOOTHILL BLVD.
BARRICADE PER
FOOTHILL BLVD, (S.R. 66)
CD
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OA PER STD. PLAN T 11
CAL TRANS STD.s
(SeRe 66)
EN
ICONSTR
4 PORTABLE SIGN
Ms ANGO AVL TO PALMETTO A
17
ONSTRUCTIO URD C20 (Rt.)
HEA
"I . :
Cl 3
DIRECTION OF TRAVEL
CHECKED BY:
23
EA
PHASE 2A
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WORK AREA
DMcG TRAFFIC CONTROL PLAN
OF SHEETS
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C18 35 W6 (3 5)
MPH
SOUTH SIDE WIDENING
9K
2108— A
EA 38310 K