Attachment_33_Amendment_No__0005_0005.pdf

T-7

COUNTY DETOUR

RESURFACING PLAN - PHASE 1

NOT TO SCALE

XIA RUCKERCARPENTER

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2021.02.05

184031016

.1 2.

Sheet: of 203

2020.10.20

GENERAL NOTES

1. EDGE OF TRAVELLED WAY FOR ROADS HAVING A PAVED WIDTH GREATER THAN

24-FEET SHALL HAVE THE CENTERLINE AND EOTW STRIPED, SEE SPECIFICATION

SECTION 32 17 23 FOR ADDITIONAL REQUIREMENTS.

2. PROVIDE 0.2-FT AND 0.4FT COMPACTED DEPTH ASPHALT CONCRETE (TYPE A

HOT MIX ASPHALT) AS SHOWN. SEE SPECIFICATIONS SECTION 32 11 33 - A.C.

PAVEMENT AND THE 2018 CALTRANS STD SPEC.

3. 0.2-FT OVERLAY WORK SHALL BE PERFORMED PER SECTION 39 OF THE 2018

CALTRANS STD SPEC. EXISTING PAVING SHALL BE PREPARED WITH A TACK

COAT UPON COMPLETION OF ANY REQUIRED REPAIR WORK PER THE 2018

CALTRANS STD SPEC.

4. MIN 12-INCH COMPACTED DEPTH TYPE G (CLASS 2 AGG BASE). SEE

SPECIFICATIONS SECTION 31 30 00 - EARTHWORK AND SECTION 26 OF THE 2018

CALTRANS STD SPEC.

5. TYPE M (AGG SUBBASE) FILL AS NEEDED. SEE SPECIFICATIONS SECTION 31 30

00 - EARTHWORK AND SECTION 26 OF THE CALTRANS STD SPEC.

6. PRIOR TO AC OVERLAY AND WIDENING ON DETOUR ROUTES CONTRACTOR

SHALL COMPLETE ISOLATED PAVEMENT REPAIRS. REPAIRS SHALL BE PER

CALTRANS SPECIFICATIONS. REPAIRS SHALL BE COORDINATED, REVIEWED AND

FORMALLY APPROVED BY TULARE COUNTY AND GOVERNMENT PRIOR TO START

OF WORK. POTHOLE AND HIGH SEVERITY ALLIGATOR CRACKING AREAS SHALL

RECEIVE 0.2’ OF GRIND AND REPLACE TREATMENT MEASURING FULL OR HALF

LANE WIDTH. FATIGUE CRACKING REPAIRS SHALL INCLUDE EMULSION SLURRY

SEAL PER THE SPECIFICATIONS. ISOLATED PAVEMENT REPAIRS SHALL BE

CONSIDERED ANCILLARY WORK WITH NO SEPARATE PAYMENT.

· AVE 88 FROM ROAD RD 192 TO THE EXISTING CANAL;

·· ASSUME GRIND AND PAVE UP TO 20% OF ROAD SURFACE (1,300' OF 6,500')

·· ASSUME EMULSION SLURRY SEAL UP TO 20% OF ROAD SURFACE (1,300'

OF 6,500')

· AVE 112 FROM CANAL (RD 208) TO RD 224;

·· ASSUME POTHOLED AREAS FILLED PREVIOUSLY WILL BE GRIND AND PAVE

·· ASSUME GRIND AND PAVE UP TO 15% OF THE ROAD SURFACE (1,600' OF

10,700')

·· ASSUME EMULSION SLURRY SEAL UP TO 10% OF ROAD SURFACE (1,000'

OF 10,700)

· RD 224 FROM AVE 112 TO AVE 120;

·· ASSUME GRIND AND PAVE UP TO 5% OF ROAD SURFACE (300' OF 5,350')

·· ASSUME EMULSION SLURRY SEAL UP TO 5% OF ROAD SURFACE (300' OF

5,350')

T-900

RESURFACE AND WIDEN

T-901

RESURFACE

T-902

RESURFACE TERMINATION

T-903

TYPICAL INTERSECTION

0.2' HMA OVERLAY

EXISTING PAVEMENT

EX PAVEMENT

VARIES

12'

LANE

VARIES

MIN 0.4' HMA

12" AGG BASE

NOTE 4

EDGE TREATMENT TYP

PER DETAIL C-130

EX PAVEMENT

VARIES

12'

LANE

VARIES

0.4' HMA

12' AGG BASE

NOTE 4

200'

TRANSITION

GRIND AND AC

0.2' HMA OVERLAY

EXISTING PAVEMENT

12'

LANE

12'

LANE

PAVED

SHOULDER

VARIES

PAVED

SHOULDER

VARIES

0.2' HMA OVERLAY

EXISTING PAVEMENT

EXISTING RADIUS

VARIES

T-902

W/2W/2

W

SEE TABLE

END OVERLAY

20.00'

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT TO

REMAIN

INTERSECTION NOTES:

1. THE CONTRACTOR SHALL ANTICIPATE THAT SEVERAL OF THE

INTERSECTIONS USED IN THE DETOUR ROUTS WILL REQUIRE

ADDITIONAL ROAD PAVEMENT FOR TO ACCOMMODATE TRUCK

TURNS. THE CONTRACTOR SHALL INSTALL ADDITIONAL PAVING

AT INTERSECTIONS AS REQUIRED BY TULARE COUNTY AT NO

ADDITIONAL COST TO THE PROJECT.

:1

:1

:1

:1

EDGE TREATMENT TYP

PER DETAIL C-130

TAPER HMA EDGE 1:1 TYP

AM

EN

DM

EN

T #

RR

M C

.06 .16

WHEREVER EDGE RAVELLING EXISTS MAKE A

SAW CUT TO PROVIDE CLEAN EDGE ON EXISTING

PAVING

Attachment 33 Amendment No. 0005

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888