HomeMy WebLinkAbout05050028.5GRADING &DRAINAGE NOTES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.00.
3. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
4. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS
OTHERWISE SPECIFIED.
5. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED
TO BE PERPETUATED INTO STORM SEWER SYSTEM. THE
SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE
ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE
ACCOMPLISHED.
6. FILL UNDER LAWN AREAS MALL BE COMPACTED TO AT LEAST 90
PERCENT STANDARD PROCTOR DENSITY (ASTM D -698). FILL
UNDER BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO
AT LEAST 95 PERCENT STANDARD PROCTOR DENSITY (ASTM -698).
7. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES
PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR
SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL
CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS
FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER
OR WITHIN 5' OF PAVED AREAS WITHIN THE RIGHT -OF -WAY MUST
MEET CITY BEDDING, TRENCHING, HAUNCHING, BACKFILL, AND
COVER REQUIREMENTS.
9. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY
SHALL APPLY FOR ALL STORM SEWER CONSTRUCTION.
STV -
760.00
759.50
760.00
710
LEGEND-
04
PROPOSED FLOOR DRAIN
EXISTING STORM
PROPOSED TOP OF CURB/
GUTTER GRADE
PROPOSED GRADE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
---- -- FLOW ARROW
CONCRETE SIDEWALK
BRICK STEPS AND LANDINGS
PAVFMFNT WITHIN RIGHT -OF -WAY NOTE
CONTRACTOR SHALL CONTACT DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RFLLATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY RIGHT-OF-WAY.
PAVEMENT WITHIN RIGHT -OF -WAY NOTE
ALL EXISTING PAVEMENT SHALL BE SAWCUT TO A CLEAN EDGE WHERE
NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT.
FLOOD NOTE
THIS SITE DOES NOT LIE WITHIN A FLOOD PLAIN PER
FIRM MAP 18057CO207F.
ASSUMED NORTH
SCALE: 1"= 10 '
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND*
'IT'S THE LAW*
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL. FREE
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
_ 1st Street,, S.E.
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No.
PE19800489
STATE OF , Owl
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JOB #: DAX.002