Drawings_to_Questions.pdf

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PROJECT NO:

DRAWING NO:

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12 AUG 15

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C1 7

1" = 50'

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(NORTH BOUND)

MISSOURI AVENUE

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MISSOURI AVENUE

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M.0045445

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050 50 100

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C7899.10

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18. ALL TURF AREAS DISTURBED BY THE CONTRACTOR, EXCEPT AS NOTED, SHALL RECEIVE 3" OF TOPSOIL, FERTILIZER, SEED AND MULCH.

17. PLACE PAVEMENT DIRECTIONAL ARROWS AS SHOWN ON PLANS. ARROWS SHALL BE WHITE. SEE DETAIL G SHT S2.

16. NEW DOUBLE SOLID YELLOW LINE SHALL BE 4" WIDE SPACED 4 INCHES APART.

15. NEW 6" DOTTED LINES SHALL BE 2 FEET LONG SPACED AT 4 FEET.

14. NEW SOLID WHITE LINE SHALL BE 4" WIDE

13. ALL NEW BROKEN WHITE LINES SHALL BE 6 INCH WIDE. EACH MARKING SHALL BE 10 FEET LONG SPACED AT 30 FEET.

12. ALL STOP BARS SHALL BE 2FT WIDE.

11. ALL NEW CROSSWALK LINES SHALL BE 12" WIDTH, SPACED MIN 7FT C.T.C.

ALL SIGNAL EQUIPMENT SHALL BE ON MODOT ACCEPTED PRODUCT LIST.

THESE DRAWINGS AND SPECIFICATIONS. THE SIGNAL HEAD SHALL BE COVERED AT ALL TIMES UNTIL START UP OF NEW SIGNAL. CONTRACTOR TO PROVIDE SERVICE LATERAL CONDUIT/CONDUCTORS FROM THE CONTROLLER TO THE POST.

10. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, PROGRAMING, EQUIPMENT,INSTALLATION AND CONNECTIONS NECESSARY TO OBTAIN A COMPLETE FUNCTIONAL SIGNAL HEAD INCLUDING NEW ARM MAST IN ACCORDANCE WITH

9. SIDEWALKS SHALL HAVE DETECTABLE WARNING SURFACE, TRUNCATED DOMES W/CONTRASTING COLOR, LOCATED ON EVERY RAMP/ROADWAY INTERFACE.

8. EXISTING ASPHALT SHALL BE MILLED FULL DEPTH TO CONCRETE OR AS SHOWN ON DRAWINGS. PROVIDE 2 INCHES OF SP 125 OVER 2 INCHES OF SP 190 OVER 4 INCHES OF sp 250 EXCEPT AS SHOWN ON DRAWINGS.

STANDARD PROCTOR AND ALL ROCKS LARGER THAN 3 INCHES SHALL BE REMOVED. TOP SOIL SHALL BE PLACED OVER COMPACTED SUBGRADE AND SEEDED ACCORDING TO SPECIFICATIONS.

7. CONTRACTOR SHALL REMOVE AND REGRADE THE MEDIAN AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REMOVE EXISTING TURF AND MIN 6 INCHES OF SOIL. SURFACE SHALL BE REGRADED AND COMPACTED TO 80 PERCENT

DETAIL SHT S2.

6. CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AS SHOWN ON THE DRAWING. THE CUT SHALL BE 6 INCHES FROM THE EDGE OF THE ASPHALT IN A STRAIGHT LINE. NEW CURB AND GUTTER SHALL BE INSTALLED AS SHOWN ON

5. DURING CONSTRUCTION A MINIMUM OF ONE THRU LANE IN EACH DIRECTION SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL SUBMIT WORK SCHEDULE FOR APPROVAL.

4. ALL NEW CONCRETE SIDEWALKS AND ISLANDS SHALL BE 4" WITH WWF 6X6 W2.0XW2.0 OVER 6" COMPACTED 1" MINUS AGGREGATE BASE OVER COMPACTED SUBGRADE. ALL COMPACTION SHALL BE 95 PERCENT STANDARD PROCTOR.

TRAFFIC CONTROL SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."

3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SIGNAGE AND/OR BARRICADES AS NECESSARY TO ENSURE THE SAFETY OF THE WORK ZONE. CONTRACTOR SHALL SUBMIT FOR APPROVAL TRAFFIC CONTROL PLAN. ALL SIGNS AND

2. ALL EXISTING SIGNS REMAIN AND SHALL BE ADJUSTED TO MEET SIGN ELEVATIONS. SEE DETAIL H SHT S2.

1. CONSTRUCTION SHALL TAKE PLACE BETWEEN 1800-0600. WORK ON THE EAST SIDE OF THE PROJECT SHALL TAKE PLACE FIRST.

NOTES:

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7899_c1.dgn Default 8/30/2016 10:00:57 AM