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T H T R" E E T
TC= 889.12 W u
EROSI A CONTROL KEY
PERMANENT SEED
EROSION CONTROL
0 PERMANENT 771
(NAG C-15
§'_'_ Ex-,
................
...............
CONCRETE WASHOUT AREA
i CTION ENTRANCE EC-33
ME. EC-28
...............
...............
...............
...............
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SILT FENCE EC -2 EC -26 ❑ CURB INLET PROTECTION
EC -8A O YARD INLET PROTECTION
- CONSTRUCTION LIMITS EC -28 C ROCK CHECK DAM
EC -16A r l RIP -RAP
EROSION CONTROL NOTES-
1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C403 -C404 FOR EROSION CONTROL DETAILS AND NOTES.
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 SEQUENCE EARTHWORK TO MINIMIZE UNSTABAUZED AREAS. COORDINATE
WITH OWNER TO STABALIZE AREAS AS THEY ARE COMPLETED.
13. NO TOPSOIL SHALL LEAVE THE SITE.
'HOLLY MOLEY ' SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU BIG IT S THE I AW CAUTION
i
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
I
GROUND EVIDENCE (including, but not limited to,
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74 .� ' `- _ .. " .� 580 _ __ , •f • I
gig -,.' 879 - -- - \ \
.T
/ /� i / \ �• i \ j \ �EtTCY / • t
WOODS NE TO 8E AAIUS ED / \\ \ 10• WIDE �• %/ \ {
AS NEED FOR CONTOUR1�iG J I � \ SPILLWAY (SEE ST-68)
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If
r_ _. ._ _. -- - -ozf == =- �. G -- - - - - -- -- -- --- —� -- `- "L --� — c - -. "G_ -� -,. _.�.�� — — - '�°o- �_T•.i+o— may^-= __:_�' • +
- -- ----�- `"� 882
000 000 ooa- \ _ _ _ '�_ �_� - -- -------- .____- - - - -o� $�U - - - - - - -
_ :� 1
TEL. MANHOLE
T H T R" E E T
TC= 889.12 W u
EROSI A CONTROL KEY
PERMANENT SEED
EROSION CONTROL
0 PERMANENT 771
(NAG C-15
§'_'_ Ex-,
................
...............
CONCRETE WASHOUT AREA
i CTION ENTRANCE EC-33
ME. EC-28
...............
...............
...............
...............
...............�
...............
................
SILT FENCE EC -2 EC -26 ❑ CURB INLET PROTECTION
EC -8A O YARD INLET PROTECTION
- CONSTRUCTION LIMITS EC -28 C ROCK CHECK DAM
EC -16A r l RIP -RAP
EROSION CONTROL NOTES-
1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C403 -C404 FOR EROSION CONTROL DETAILS AND NOTES.
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 SEQUENCE EARTHWORK TO MINIMIZE UNSTABAUZED AREAS. COORDINATE
WITH OWNER TO STABALIZE AREAS AS THEY ARE COMPLETED.
13. NO TOPSOIL SHALL LEAVE THE SITE.
'HOLLY MOLEY ' SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU BIG IT S THE I AW CAUTION
1:1
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
1 -800- 382 -5544
GROUND EVIDENCE WAS OBSERVED. THE EXACT
CALL TOLL FREE
1 -800- 428 -5200
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
FOR CALLS OUTSIDE OF INDIANA
PRIOR TO ANY AND ALL CONSTRUCTION.
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FlED BY:
_ M.Ouj�_
WlEK M.
PE10504920 E
STATE OF
Qz
Drawn By
MAW
Checked By. CMW
Quality Assurance: DAL
Scale:
0 Scale: 1' = 50'
Sheet
C402
Dote
06-20 -05
Project Number
990433 -20610