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INLET PROTECTION REbO 748597 74$.43$
8 748-159 747.675 II749.28100 1 +74.427 s - -`
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TC 748.35 MANHOLE -SEWER
BC 747./� : 10- VCP
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747 1.349 /// j 745.83 $All / Inv. -- 737.373 \
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MANHOLE -SEWER
W. (6' VCP) -736.942
ern. (8• VCP) - 736.902 45.472
k.. (101 VCP) - 739.740 // 745.223
bw. (Y VCP) - 737.2
NON -WOVEN GEOTEXTILE FABRIC
FOR FILTRATION
NOTE: CLEAN/CHECK DAILY
INLET PROTECTION DETAIL
NO SCALE
6' M
MACI
INDII
ILL SIDES
DS
WOVEN GEOTEXTILE FABRIC (STRONG,
RESISTANT TO ROT, ULTRA -VIOLET
LIGHT & HEAT DEGRADATION)
CUT 6' x 6' TRENCH, EXTEND
FILTER FABRIC do WIRE AS
SHOWN do BACKFILL
FLOW
- WOOD FENCE POST (LENGTH
OF 36' PLUS BURIAL DEPTH)
WELDED WIRE FABRIC OR
FARM FIELD TYPE FENCE
SILT FENCE DETAIL
NO SCALE
2'-0' 2'-0'
RIP RAP DETAIL
NOT TO SCALE
PROJECT DESCRIPTION:
THE PROJECT ENTAILS THE CONSTRUCTION OF AN EXPANSION TO AN EXISTING
COMMERCIAL STEEL -FRAME AND MASONRY BUILDING WITH ADJACENT PARKING
AND OTHER SITE APPURTENANCES.
FLOODPLAIN/FLOODWAY. NONE
RECEIVING WATERS: ENCLOSED STORM SEWER SYSTEM OWNED BY THE CITY OF
CARMEL AND OPEN DETENTION AREA OWNED BY MID -AMERICAN EQUIPMENT
RETAILERS SERVICES, INC., BOTH DRAINING TO CARMEL CREEK.
POTENTIAL AREAS WHERE STORM MAY ENTER GROUNDWATER:
GRASSED AREAS ON-SITE
SOIL STOCKPILES/BORROW AREAS: ON-SITE GRASSED AREAS
EXISTING GROUND COVER: BARE SOIL
EROSION CONTROL NOTES/SEQUENCING:
1. LAND ALTERATION THAT STRIPS THE LAND OF VEGETATION SHALL BE DONE
IN A MANNER TO MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND
FEDERAL REGULATIONS.
3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS TO PREVENT
SEDIMENT FROM LEAVING THE SITE AND SHALL NOT CONSIDER THIS PLAN TO
BE ALL-INCLUSIVE.
4. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
DEEMED NECESSARY BY ON-SITE INSPECTION.
5. WATER LADEN WITH SEDIMENT SHALL BE DETAINED ON-SITE BY EROSION
CONTROL MEASURES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE
DOWNSTREAM RECEIVING FACILITY. CONTRACTOR SHALL NOT DISCHARGE
RUNOFF FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT
OF DISCHARGE.
6. CONTRACTOR SHALL KEEP THE SITE NEAT AND FREE OF WASTE CONSTRUCTION
MATERIALS AND TRASH AND SHALL PREVENT SUCH MATERIALS FROM ENTERING
THE DOWNSTREAM RECEIVING FACILITIES. CONTRACTOR SHALL PROPERLY
DISPOSE OF ALL WASTE MATERIALS OFF-SITE.
7. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF SOIL MATERIALS TRACKED
ONTO ADJACENT STREETS, CLEAN ADJACENT STREETS DAILY, AND RETURN
SOIL MATERIALS TO THE SITE FOR PROPER DISPOSAL. FLUSHING OF
MATERIALS FROM ADJACENT STREETS WITH WATER SHALL BE PROHIBITED.
8. CONTRACTOR SHALL COLLECT AND DISTRIBUTE, ON-SITE, ANY SEDIMENT
MATERIAL COLLECTED BY EROSION CONTROL DEVICES AFTER EACH RAINFALL
EVENT, AND, AT A MINIMUM, WEEKLY.
9. CONTRACTOR SHALL COVER ALL PIPE ENDS OF ANY STORMWATER DRAINAGE
SYSTEM WHOSE INSTALLATION HAS BEEN INTERRUPTED BY WEATHER OR
DARKNESS WITH FILTER FABRIC.
10. SCHEDULE OF EARTHWORK ACTIVITIES:
A. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF TIME AN AREA IS EXPOSED
TO EROSION AND STABILIZE THAT AREA AS SOON AS PRACTICAL.
CONTRACTOR SHALL PROTECT EXPOSED AREAS WITH TEMPORARY VEGETATION,
EROSION CONTROL FABRIC OR MULCH IF PERMANENT SEEDING CANNOT BE
APPLIED WITHIN 14 CALENDAR DAYS OR IF CONSTRUCTION ACTIVITY CEASES
FOR A PERIOD OF 21 CALENDAR DAYS OR MORE. CONTRACTOR SHALL ALSO
PROTECT ANY EXPOSED AREAS AS DIRECTED BY THE ENGINEER, ARCHITECT OR
OWNER.
B. CONTRACTOR SHALL REPLACE TOPSOIL ON THE SITE DURING THE PERIOD
OF MARCH 1 TO OCTOBER 31. DURING THE REMAINING PERIOD CONTRACTOR
SHALL STOCKPILE TOPSOIL IN AN ON-SITE AREA APPROVED BY THE ENGINEER,
ARCHITECT OR OWNER. CONTRACTOR SHALL INSTALL PERMANENT EROSION
CONTROL DEVICES AND PERMANENT VEGETATION WITHIN 7 DAYS OF THE
COMPLETION OF FINAL GRADING OR AS SOON AS PRACTICAL.
11. CONTRACTOR SHALL MAINTAIN STRAW BALES IN PLACE UNTIL 80% GERMINATION
OF THE SEEDING IS ACHIEVED. SUCH STRAW BALES SHALL BE STAKED TO THE
GROUND.
12. CONTRACT SHALL MAINTAIN SAND BAGS AROUND NEWLY PLACED STRUCTURES
UNTIL SITE WORK IS COMPLETE.
5 OF FILTER FABRIC
ND OF RIP RAP
_D NEW STORM SFWER AT EAST SIDE
OF BUILDING EXPANSION IN EXISTING LOT. ADDED CURB
TURNOUTS IN PROPOSED LOT. ADDED DETNETION AREA
AND HICKENBOTTOM INLET AT SW SIDE OF SITE.
SOIL LEGEND,
SYMBOL
NAME
St
Sleeth loam
We
Westland silty clay loam
NOTE: SITE CAN BE FOUND ON SHEET 57 IN THE USDA
SOIL SURVEY OF HAMILTON COUNTY.
4
0' 20' 40'
SCALE: 1`-- 20'
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
CMP - CORRUGATED METAL PIPE
HDPE - HIGH DENSITY POLYETHELENE PIPE
FENCE LINE
- - -E- - - AERIAL ELECTRIC LINE
- -G--•---- BURIED GAS MAIN
- -- -B1c- - - - BURIED TELEPHONE CABLE
- - -BF- - - BURIED ELECTRIC CABLE
_w w BURIED WATER LINE
- -- - -- SOIL BOUNDARY LINE
.4.4.4.ENORTti AMERICANGREENEROSION
FABRIC TYPE SCC12560 MINIMUM DIMENSION RIP RAP
=== STRAWBALES
CAUTION
THE LOCATIONS OF AL1. DOsnNG UMERGM ND UIL IM SH MI ON
THIS DRAWING ARE BASED ON ABOVE GMM EVWE W:E OR INFORMATION
GATIM M DURING THE FIELD SURVEY PORTION OF THIS PMECT. AS
SUCH, THIS INF0RMAn0N IS SPECULATIVE IN NA1M ONLY AND SHOULD
NOT BE CONSTRUED AS FACE. THERE MAY ALSO BE OTIMR DUSTING
UNOE7t(±(MU D UTIM FOR VMICH NO ABOVE CROUND EVIDENCE WAS
DBSOMM THE EXACT LOCATIONS GF THE UNDERGROUND unLInES
SHALL BE VFRWIM BY TIE CONTRACTOR PRIOR TO THE START OF ANY
ANo ALL C0NS1RUCn0K
1-$00-382-5544
CALL TOLL FREE
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. ` REVISIONS
REV. VO.
DATE
SEE NOTE
10/29/01
CERTIFIED BY:
\```����11 a l►///,/��
O
suvw
-INDIAN*
JOB NO.
01-114
FILE NUMBER:
01114gp1
DATE:
09/24/01
SCALE:
1'=20'
DRAWN BY:
RRH
REVIBWED BY:
RRH
SHEET No.
■
5OF6