HomeMy WebLinkAboutC030.2 - EROSION CONTROL PLAN AREA 3SEA Group,Land Su rveyors
SEAG rou p, Lan dS urv eyors
TOWNE MEADOW DRIVE TOWNE ROADSUTTON AVENUE
*
*6" SSD. 146 LF6" SSD. 146 LF 6" SSD. 260 LF
PERMIT
POSTING
CONSTRUCTION
DUMPSTER
CONCRETE
WASHOUT AREA
FUEL TANK
(DOUBLE WALL)
CONSTRUCTION
STAGING AREA
CONSTRUCTION
ENTRANCE
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DRAWING NO.
C3.2
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C3.0 EROSION CONTROL PLAN.dwg 6/13/2019DESCRIPTIONDATE NO. R E V I S I O N S PROJECT NO.:PROJECT MANAGER: DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANAEROSION CONTROL PLANESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comFOR CONTINUATION SEE SHEET 3.1NOTES
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM
OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
3. EROSION CONTROL BLANKET IS REQUIRED FOR ALL SLOPES 3:1 OR GREATER.
4. PORTABLE TOILETS MUST BE ANCHORED TO PREVENT SPILLS.
5. THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET.
CONSTRUCTION SEQUENCE
ANY DISCHARGE OF CONTAMINATED WATER DUE TO
DEWATERING SHALL OUTLET THROUGH EXISTING
VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY
IMPACT STORM WATER QUALITY
PERSON ON SITE RESPONSIBLE FOR
EROSION CONTROL:
TIM WALTER
PHONE: (317) 863-2057
1. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL PRIOR TO ANY
CONSTRUCTING ON THE SITE BEING STARTED. THE CONTRACTOR AND/OR DEVELOPER SHALL NOTIFY IDEM AND THE CITY OF
CARMEL 48 HOURS PRIOR TO START OF CONSTRUCTION.
2. FOLLOWING THE REQUIRED PRE-CONSTRUCTION MEETING THE CONTRACTOR SHALL INSTALL THE "POSTING AREA" ON THE
NORTH SIDE OF THE PROPOSED CONSTRUCTION ENTRANCE. THE POSTING AREA IS THE LOCATION WHERE A COPY OF THE
APPROVED IDEM RULE 5 PERMIT, APPROVED SWPP PLAN, SIGNED O&M MANUAL AND MAINTENANCE LOGS ARE TO BE
LOCATED. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ENTRANCE AFTER ALL POSTING REQUIREMENTS HAVE
BEEN MET.
3. IMMEDIATELY FOLLOWING THE INSTALLATION OF THE CONSTRUCTION ENTRANCE, THE CONTRACTOR SHALL CONSTRUCT
THE STAGING AREA.
4. AFTER THE STAGING AREA IS CONSTRUCTED, THE CONTRACTOR SHALL CONSTRUCT THE CONCRETE WASHOUT AREA PER
SPECIFICATIONS ON SHEET 3.4, CONCRETE WASHOUT AREA SHALL NOT BE REQUIRED IF CONCRETE TRUCK IS EQUIPPED
WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO SYSTEM PROVIDED BY ENVIROGUARD OR APPROVED EQUAL.
5. PRIOR TO ANY EARTH MOVING THE CONTRACTOR SHALL INSTALL ALL SILT FENCE AS SHOWN IN SHEET 3.0, 3.1 AND 3.2. THE
DETAILS AND SPECIFICATIONS FOR SILT FENCE INSTALLATION ARE LOCATED ON SHEETS 3.3 AND 3.4.
6. THE CONTRACTOR SHALL PROTECT ALL INLETS WITH DROP INLET PROTECTION BASKETS AND/OR STORM INLET PROTECTION
AS SHOWN ON SHEET 3.0, 3.1 & 3.2. THE DETAILS AND SPECIFICATIONS FOR THE DROP INLET BASKETS AND STORM INLET
PROTECTION ARE LOCATED ON SHEETS 3.3 AND 3.4.
7. WHEN THE SITE/CONSTRUCTION LIMITS ARE COMPLETELY STABILIZED, THE CONTRACTOR SHALL PROCEED TO GRADE THE
SITE. THE MATERIAL TO GRADE THE SITE SHALL BE EXCAVATED PER THE PROPOSED GRADING AS SHOWN ON SHEETS 2.6, 2.7
AND 2.8.
8. CONTRACTOR SHALL CUT PROPOSED SWALES.
9. UPON COMPLETION OF SWALES THE CONTRACTOR SHALL INSTALL THE PROPOSED EROSION CONTROL BLANKET AS SHOWN
ON SHEETS 3.0, 3.1 & 3.2. THE DETAILS AND SPECIFICATIONS FOR THE EROSION CONTROL BLANKET CAN BE FOUND ON
SHEETS 3.3 AND 3.4.
10. THE PROPOSED STORM SEWER AND SANITARY SEWER SHALL BE INSTALLED CONCURRENTLY WITH EACH OTHER WHEN
CROSSINGS ARE ENCOUNTERED.
11. THE CONTRACTOR SHALL PREPARE THE SUB-GRADE FOR THE PROPOSED ROAD SYSTEM. IF LIME STABILIZATION IS THE
METHOD CHOSEN, DUST SHALL BE KEPT TO A MINIMUM. DUST SHALL BE REMOVED FROM THE CONSTRUCTION VEHICLES
PRIOR TO LEAVING THE SITE.
12. CONTRACTOR SHALL INSTALL ALL CONCRETE ROLL CURB.
13. CONTRACTOR SHALL INSTALL WATER MAIN. THE TRENCH AREA SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING
INSTALLATION OF THE WATER MAIN.
14. CONTRACTOR SHALL HAVE ALL OTHER APPROPRIATE UTILITIES INSTALLED. IT IS ULTIMATELY THE RESPONSIBILITY OF THE
CONTRACTOR TO ENSURE THAT THE TRENCH AREA IS SEEDED AND MULCHED IMMEDIATELY FOLLOWING THE INSTALLATION
OF EACH UTILITY.
15. CONTRACTOR SHALL INSTALL ALL ASPHALT PAVEMENT.
16. THE CONTRACTOR SHALL PERMANENT SEED ALL AREAS BETWEEN THE BACK OF CURB AND THE CONSTRUCTED PADS AND
ALL OTHER AREAS THAT ARE ILLUSTRATED ON SHEETS 3.0, 3.1 & 3.2. THE SEED MIXTURE AND RATE CAN BE FOUND ON
SHEETS 3.3 AND 3.4.
17. THE CONTRACTOR SHALL SCHEDULE A SITE INSPECTION WITH THE CITY OF CARMEL TO ENSURE THAT THE SITE IS
STABILIZED. AFTER THE INSPECTOR APPROVES THE SITE CONDITIONS THE CONTRACTOR SHALL REMOVE ALL TEMPORARY
EROSION CONTROL PRACTICES.
18. THE POST-CONSTRUCTION EROSION CONTROL PRACTICES THEN BECOME THE RESPONSIBILITY OF THE DEVELOPER OF THIS
PROJECT.
19. THE DEVELOPER OF THIS PROJECT SHALL CONTINUE TO MONITOR THIS SITE FOR GOOD HOUSEKEEPING ON THE
POST-CONTRUCTION BMPS UNTIL A NOT IS FILED WITH IDEM.
20. 20. THE O&M MANUAL FOR THIS PROJECT MUST TO BE TRANSFERRED TO THE HOA BEFORE THE N.O.T. CAN BE
RELEASED FOR THIS PROJECT.
NOTES
LEGEND
08/20/20