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EROSION CONTROL KEY
PERMANENT SEED WITH
\ ` `~ \ • � i ` , ` . ` / / / ' - - \ �\ \\ ` �\ - r / \! / �� \\ � _� ✓ % � I i .i ., .,'.'.' EROSION CONTROL BLANKET .
PERMANENT SEEDING 896 (NAG C - 150)
(NAG 515 s 514
..�\ .` �'' , �! 1 I \ ` ` ` • � • • CONCRETE WASHOUT AREA
- — CONSTRUCTION ENTRANCE ..... .
� ` 4, � , 1 a��> o �- III I f 2 STONE. EC -28
896
// / /� —• -- __ \ \ 89s ���" "` �- I ! SILT FENCE EC -2 EC -26 CURB INLET PROTECTION
\ \ , ` • / ! EC -BA YARD INLET PROTECTION
• �.� TS
/ �� d ` • . • ~� ��` 894 - - CONSTRUCTION LIMITS
EC-28 C ROCK CHECK DAM
/ // 9J \ \ • • . \ � �_ ` 83` ., - £395
q' �/ \ \ \ \ ` . ' , ` ��• _ 891 EC -16J1 °goo <`1 RIP -RAP
/ /// // /� / ` � ' .�. • . \ ' • • �! 890 EROSION CONTROL NOTES-
1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS.
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�/ / /,/ / ` a \ \ `• • • • , ' ' , ` . • 2. SEE SHEET C403 -C404 FOR EROSION CONTROL DETAILS AND NOTES.
"' — '�=�`. 890 / I
�/ /� `� , ` • , ` , • ` : , ` r .. •� / f / I 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION.
. ` . ` • /� / I 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION
` . . . , / I PROCESS.
, • . ` / \ I l 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FROM THIS PROJECT.
6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES
- �,. i / \ \ \ \ \ `.•' \ I AND SEQUENCES.
` ` / / I , 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT
&9, �` . • ' ' • . . : , ` ` , ` . .� I CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS.
. • . / I 8. EROSION CONTROL MAINTENANCE - SITE I A ONCE A AN
�� " �J� % ! \ \ \ �y\ \ • ` , % / i REPAIRS IMMEDIATELY AFTER PERIODS OF TRAINFALL INSPECTED T LEAST 0 WEEK D MAKE
`- �`` ' l /'� % \ \ \ \ \�6\ \ • I I 9. 1DO YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE NOT PRESENT.
\ �9 \ \ \ ' •' • / ` / \ I I I 10. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A
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\ \ \ `,�. ` • • • •' % I NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH
\ �9 \ \ ` • •I ' , ` / / \ l I I LAND DISTURBING ACTIVITY.
/ ° 11. ALL SEEDING TO BE DONE BY OWNER. COORDINATE REQUIRED SEEDING WITH OWNER.
X00 L TIO 0 \ \ \ \ '
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NORMAL \ \ \ \ \\ \ \ \. \ `, . \' , , 1 / I 12. CONTRACTOR SHALL SEQUENCE EARTHWORK TO MINIMIZE UNSTABiWZED AREAS. COORDINATE
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100 YEAR FL00 �L ` \ \ \ ` • ..� /
\ \ \ \ \ \� . • . • ( NO OWNER H $UBAUE AREAS AS THEY ARE COMPLETED.
13. NO TOPSOIL SHALL LEAVE THE SITE.
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�\ F.F.E.= 891.14 ! / �' �.'.•...•r' •' +�•'•• 'G
,.-' - 1y '_` � - -__ \ \ ~\ ' \. ~_ �_` _'.,..' �,�.....,- - .._.,.... _. _._ /� r� / �"- --�_ —__- -�- �."�� �� ` �� .�� $8air� ' �� ��' �'`: • : lam' �� �' • , • �� � •-
���'`� \ ._ i_ G `Q • / •Q• 'HOLEY HOLEY' SAYS CALL AT LEAST TWO FUU.
\ \ \\ \ l`_ s _ �1 C0 �-- d8ti_ —� - - r tj �� `, ` . • .O . • / , •O' WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION
\ \ _ __ _ ,_ �_ �, -._� / �%� / / ,/ tq / ' • ,'a • , LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS 1 ROUND EVIDENCE L�cudn , butOnotOlimted o
manholes, inlets, valves, and marks made upon
he ground by others) D SPECULATIVE
NATURE. THERE MAY ALSO BEE OTH R IN
EXISTING
5 �\_ \ \ \\ \, \\ \ �� C3 ` UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE ROUND EVIDENCE OR FOR WHICH NO ABOVE
\ \� \\ \� G /` - / ,\ O •' • ROUND EVIDENCE WAS OBSERVED. THE EXACT
1 -800 -382 -5544
LOCATIONS OF SAID EXISTING UNDERGROUND
\ \\ L / / \ • o• • • • '
1-800-428-5200 UTILITIES SHOULD Y A BE VERIFIED RU THE CONTRACTOR
\ \ \\ / / / �i �° �._...._ ._ -_ • o PRIOR TO ANY AND ALL CONSTRUCTION.
FOR CALLS OUTSIDE OF INDIANA
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FlED BY:
\STF9�o
:.Q�6
PE10504920
O STATE OF
Drawn By.
MAW
Checked Df. CMW
Quality Assurance: DAL
Scale:
0 Scale: 1' = 50'
Sheet
C401
Date
06-20 -05
Project Number
990433 -20610