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CONSTRUCTION ENTRANCE
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EROSION CONTROL NOTES -
1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C409 FOR EROSION CONTROL DETAILS.
3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION.
4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION
PROCESS.
5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FROM THIS PROJECT.
6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES
AND SEQUENCES.
7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
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8. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE
REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL
9. 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE NOT PRESENT.
10. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A
NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH
LAND DISTURBING ACTIVITY.
11. ALL SEEDING TO BE DONE BY OWNER. COORDINATE REQUIRED SEEDING WITH OWNER.
12. CONTRACTOR SHALL PHASE EARTHWORK TO COMPLETE THE SUBGRADE FOR THE
TRAILWAYS PROJECT.
13. CONTRACTOR SHALL SEQUENCE EARTHWORK TO MINIMIZE UNSTABALIZED AREAS. COORDINATE
WITH OWNER TO STABALIZE AREAS AS THEY ARE COMPLETED.
14. ALL OPEN FIELD AREAS TO BE SEEDED BY OWNER.
"HOLEY MOLEY It SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG ITS THE LAW
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
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CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
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EROSION CONTROL KEY
PERMANENT SEED WITH
EROSION CONTROL BLANKET
(NAG C -150)
(BID ALTERNATE)
CONSTRUCTION ENTRANCE
#2 STONE. EC -26
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TP TREE PRESERVATION LINE EC -8A O YARD INLET PROTECTION
EC -28 ( ROCK CHECK DAM
EC -16 Vooao o' RIP RAP
ALL RIP RAP SIZE
TO BE D50 =8"
EROSION CONTROL NOTES -
1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C409 FOR EROSION CONTROL DETAILS.
3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION.
4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION
PROCESS.
5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FROM THIS PROJECT.
6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES
AND SEQUENCES.
7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS.
8. EROSION CONTROL MAINTENANCE — SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE
REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL
9. 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE NOT PRESENT.
10. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A
NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH
LAND DISTURBING ACTIVITY.
11. ALL SEEDING TO BE DONE BY OWNER. COORDINATE REQUIRED SEEDING WITH OWNER.
12. CONTRACTOR SHALL PHASE EARTHWORK TO COMPLETE THE SUBGRADE FOR THE
TRAILWAYS PROJECT.
13. CONTRACTOR SHALL SEQUENCE EARTHWORK TO MINIMIZE UNSTABALIZED AREAS. COORDINATE
WITH OWNER TO STABALIZE AREAS AS THEY ARE COMPLETED.
14. ALL OPEN FIELD AREAS TO BE SEEDED BY OWNER.
"HOLEY MOLEY It SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG ITS THE LAW
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
V Ott
4
Bpi
I
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
KEYPLAN
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Sheet
C403
Duce
05 -06 -03
Project Number
990433 -20600
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