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EROSI�N CONTROL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL
CONFORM TO THE STANDARDS, SPECIFICATIONS AND
PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING
AGENCIES, WHICHEVER HAS JURISDICTION.
2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE
ESTAB�ISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING,
EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL
TERRAIN. THE CONTRACTOR SHALI PRESERVE THE NATURAL
VEGETATION AS MUCH AS POSSIBLE.
3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL
REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE.
ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY
IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW
PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE
MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE
EROSION AND SE�IMENT CONTROL DEVICES. NECESSARY
REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY.
THE CONTRACTOR SHALL BE RESPONSfBLE FOR THE CARE,
MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES,
CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN
TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND
THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE
EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR
WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE
THAT MAY HAVE OCCURRED.
4. FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE
DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN,
EROSION CONTROL PLAN AND OR GRADING/DRAINAGE P�AN.
5. STRAW BALES, SIt�T FENCING AND OR GRAVEL PROTECTION �
SHALL BE USED AS INDICATED ON PLANS. IF LOCAL
OROINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES
AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO USE THE REQUIRED LOCA� DEVICES.
6. A�� MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED
ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR
SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND
PROMPTLY.
7. IMMEDIATELY AFfER SEEDING, MULCH ALL SEEDE� AREAS
WITH UNWEATHERED STRAW SPREAD UNIFORM�Y AT THE
RATE OF TWO TONS PER ACRE OR 100 POUNDS PER
1,000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED
WITH A DISC-TYPE ANCHORING TOOL AND OR APPROVED
TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH
(HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED
IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET A�L
THE LOCAL OR CITY REQUIREMENTS.
8. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER
FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND-
SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION
AND VERIFICATION.
9. IT IS THE RESPONSIBI�ITY OF THE CONTRACTOR
TO INSPECT EACH DAY AND F2EMOVE ALL MUD, DIRT, GRAVEL
AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND
BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS,
PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS,
OR SIDEWALKS. THE CONTRACTOR SHALI REDUCE THE AIR-
BORN DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE.
WATER MAY BE USED AS A REDUCER.
10. SEE GENERAL NOTES FOR ADDITONAL REQUIREMENTS
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PLAN VIEW
_ - -"�C � _.�� �,` -
PEA STONE FILTER
MATERIAL
A
�CURB & GUTTER
INLET
PEA STONE FILTER
MATERIAL
FINISHED PVMT.
BURLAP WRAPPING
MIN. OF 6�� STONE --�
SECTION A-A
INLET PROTECTION DETAIL
AFTER PAVEMENT PLACEMENT
NTS
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AGGREGATE , �n`''
6" MIN. �?
GEOTEXTILE FABRIC T�
STABILIZE FOUNDATION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
i i /2"x > > /2"x 24" �oN�
� WOOD LATH TO SECURE TO
STAKES
°r 36" EIDE NON-WGVE��
� �� POLYPROPYLENE GEGTEX FABRIC
o � (4.5 OZ�S.Q YARD}
� �- MAINTAIN BY REMOVING
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DOWN SLOPE Q ACCUMU�4TED SILT
>
CUT CONTINUOUS TRENCH, 6°
� " TO 8" DEEP & INSERT LOOSE
- i=111=111=111= � END OF FABRIC, BACKFILL
��=II�Ii-1II�I�-1II `':_, W/ EXCAVATED MATERIAL &
�-I I 1=1 I 1=1 I 1=1 I I-1 I 1= -I �
��II��?�II-111 II-1I1= COMPACT
''-I I i-I I I-I I 1= � i i
'=I I I� I I� I I I C=-
''I-111= IIHtI 2"X 2"X 36" LONG HARDWOOD
�II�T -11�- STAKES W/ ONE END
jlll�l =�111� �HAPPENED &SPACED 5'-0" O.C.
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SILT FENCE DETAIL ___.�
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2X2 WOOD STAK� -�
STRAW BALE�
GRATE
KEY NOTE/ LEGEND:
O 3 6 � CURB INLET WITH FI�TER FABRIC & GRAVEL.
SEE DETAIL 1 /C 104.
O SB 3.54 STRAW BALE EROSION CONTROL AROUND STRUCTURE.
SEE DETAIL 4/C 104.
SF SI�T FENCING (SEDIMENT FENCE). SEE DETAIL 3/C104
3.74
GL GRADING LIMIT
� � �
O3 � O Q O Q TEMPORARY GRAVEL. SEE DETAIL 2/C 104.
Br,CrA
MmB2 SOIL TYPE
TEMPORARY SEEDING
MARCH 1 TO MAY 15: OATS � 3 BUSHELSf ACRE
APRIL 1 TO AUGUST 30: ANNUAL RYEGRASS � 2 BUSHELS/ACRE
JULY 20 TO OCTOBER 15: WHEAT � 2 BUSHEI.S/ACRE
PROVIDE IRRIGATION FOR TEMPORARY SEEDING FROM JUNE 1
THRU AUGUST 31.
INSTALLATION SEQUENCE
t. INSTA�L SOIL EROSION FENCES, STONE ENTRANCES, TREE
PROTECTION, AND EXISTING INLET PROTECTION.
2. INSTALI� UNDERGROUND UTI�ITIES AND INLET PROTECTION
DEVICES
3. SITE GRADING ANO TERMPORARY SEEDING
4. PARKING LOT CONSTRUCTION
S. FINAL GRADING, TOPSOIL AND PERMANENT SEEDING
6. REMOVE TEMPORARY SOIL EROS►ON MEASURES
PROJECT NOTES:
1. NARRATIVE: THE PROJECT IS CONSTRUCTION OF NEW OFFICE
BUILDING AND PARKING LOT ON PARCE� "D" OF THE
"MERIDIAN AT THE INTERSTATE" DEVE�OPMENT
2. SEE DETAILS, THIS SHEET, FOR ALL THE EROSION CONTROL
DEVICES REDUIRED FOR THIS PROJECT.
3. SEE tJ�,NDSCAPE PLAN FOR ALL PERMANENT SEEDED AND
SODDED AREAS.
4. NO NEW POTENTIAL GROUNDWATER RECHARGE AREAS
ARE ANTICIPATED.
5. THEREE ARE NO EXISiING WETLANDS OR WATER COURSES
ON OR ADJACENT TO THE SITE.
6. NO EXISTING FLOOD PLAIN OR HYDRIC SOI�S ON SITE
7. RECEIVING WATERS ARE THE "MERIDIAN AT THE
INTERSTATE" STORM SEWER AND DETENTION POND SYSTEM.
8. SEE "EROSION CONTROL SEQUENCING AND MAINTEPIAN�E
SCHEDULE" THiS SHEET, FOR MONITORING AND
MAINTENANCE REQUIREMENTS.
9• SEE C100 FOR SOIL MAP.
10. NO QN SITE S01� STOCKPILING PROPOSED.
�''�� I IIT� t � � . � � � � ° � �� I
=11i II ' (
COMPACTED '�= i ° � - - I
SUBSOIL---'�����= o . STORM INLET �
STRUCTURE
.
NOTE: STRAW BALES TO BE STAKED-2 STAKES
PER BALE M�N.-4 BALES PER STRUCTi_�RE
BOUND W�WIRE
SECTION A PLAN
INLET SEDIMENT FILTER DETAIL 4
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'DON'T DIG BLIND
'IT' S T�tE LAW'
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GaN 1-800-382-5��:�1
2 Workmg DayS
Before You D�g
C;SOArchitects
Engineers�lnteriors
9100 Ktystone Crossing
Suite 200
indianapolis, Indiona 46240
317.848.7800
FAX 317.574.0957
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