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EROSION CONTROL KEY
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0 0 0 0 0 0 y y PERMANENT SEEDING:
O O O CONSTRUCTION ENTRANCE
0 0 0 0 0 0 DOM STONE PARKS A SUPPLIED BY
PARKS DEPARTMENT.
0 0 0 0 0 0 y y CONTRACTOR TO HYDRO -SEED
ALL DISTURBED AREAS)
¢ erg SILT FENCE EC -2 EC -24A 0 CURB INLET PROTECTION
CONSTRUCTION LIMITS
TREE PROTECTION
m m
EC-8A O YARD INLET PROTECTION
t4 e� � eee�
ROCK DONUT EC -27
BMION CONTROL NOTES
1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C402 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.
B. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND HAKE
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 DISTRIC(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 UNSTABIWZED AREAS. COORDINATE
WITH OWNER TO STABNJZE AREAS AS THEY ARE COMPLETED.
13. NO TOPSOIL SHALL LEAVE THE SRE.
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0_v1999A 990433 V10400 \cadAEngrACdsVC401.dwg, 1 1 /2 712006 L02 30 PM, r wagner,
1:1
EROSION CONTROL KEY
000000 .y ♦V
0 0 0 0 0 0 y y PERMANENT SEEDING:
O O O CONSTRUCTION ENTRANCE
0 0 0 0 0 0 DOM STONE PARKS A SUPPLIED BY
PARKS DEPARTMENT.
0 0 0 0 0 0 y y CONTRACTOR TO HYDRO -SEED
ALL DISTURBED AREAS)
¢ erg SILT FENCE EC -2 EC -24A 0 CURB INLET PROTECTION
CONSTRUCTION LIMITS
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m m
EC-8A O YARD INLET PROTECTION
t4 e� � eee�
ROCK DONUT EC -27
BMION CONTROL NOTES
1. SEE SHEET C100 FOR SOILS MAP AND SOIL CHARACTERISTICS.
2. SEE SHEET C402 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.
B. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND HAKE
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 DISTRIC(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 UNSTABIWZED AREAS. COORDINATE
WITH OWNER TO STABNJZE AREAS AS THEY ARE COMPLETED.
13. NO TOPSOIL SHALL LEAVE THE SRE.
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Scale:
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Sf�eet
C401
Dote
11 -24 -06
Project Number
990433 -10400