HomeMy WebLinkAboutC102 SWPPP PHASE 2146TH STREET
DAVID & BETH BIDGOOD
INST. NO. 2015009469
OVERBROOK FARMS
SEC. 1 INST. NO. PC 4,
SLIDE 161
OVERBROOK FARMS SEC. 2
INST. NO. 2014053278
OVERBROOK FARMS
SEC. 3 INST. NO.
2014053278
EX.SANITARY MANHOLE
DAVID & BETH BIDGOOD
INST. NO. 2015009469
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
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STAGING AREA
146TH STREET
15' DRAINAGE
EASEMENT
20' ACCESS
EASEMENT
PROPOSED 30'
SANITARY SEWER
EASEMENT
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STOCKPILE
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*
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
-NOTE-
THIS PLAN INDICATES EROSION CONTROL
MEASURES REQUIRED AFTER SOIL STRIPPING
AND PAD BUILDING HAS TAKEN PLACE.
COORDINATE WITH DEVELOPER FOR
MEASURES REQUIRED UNTIL PROPERTY
TURNED OVER FOR DEVELOPMENT.
COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER
MEASURES REQUIRED DUE TO SITE
CONDITIONS.
DISTURBED ACREAGE
= 9.76± AC.
LAND DESCRIPTION
(INSTRUMENT #2015009469)
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION
NINETEEN (19), TOWNSHIP EIGHTEEN (18) NORTH, RANGE THREE (3)
EAST.
EXCEPT THE NORTH ONE-HALF (1/2) OF THE SOUTHEAST QUARTER OF
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER.
C102
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SWPPP PHASE 2 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY
(DANDY SAC)
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL
- CONSTRUCTION ENTRANCE
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED
CONSTRUCTION DRAWINGS AND PERMITS FOR
INSPECTORS.
- CONCRETE WASHOUT
- SILT FENCE
- INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES
(PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD
ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND
SITE CONDITIONS DICTATE
- ROCK CHECK DAM
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- RIPRAP, REFER TO GRADING PLAN SHEET C300 FOR SIZING
- SITE DISCHARGE POINT
SD
IP
SF
*
D
LINE TYPES
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
OVERHEAD UTILITY
RIGHT OF WAY LINE
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
E E E
C C C
OHU OHU
SF SF
SECTION LINE
FARM FENCE
INDEX CONTOUR
INTERMEDIATE CONTOUR
STORM SEWER
EROSION CONTROL NOTES
1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
4.REFER TO SHEET C105 FOR VEGETATED SWALE DETAILS.
EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11.PORTABLE TOILETS MUST BE ANCHORED.
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STEVEN SCOTT RUCKER P.E. 11300279
ORIGINATING BENCHMARK - HAM 40
DESCRIPTION: DNR TABLET SET IN THE TOP OF A CONCRETE POST AT THE
SOUTHEAST CORNER OF THE INTERSECTION OF SHELBOURNE AND 146TH
STREET.
ELEVATION: 906.08 NAVD 88
TEMPORARY BENCHMARK - MAG NAIL
A MAG NAIL IN A UTILITY POLE NEAR THE NORTHWEST CORNER OF THE PARCEL.
THE MAG NAIL IS SET ON THE SOUTHEAST SIDE OF THE UTILITY POLE AND 0.5
FEET ABOVE GRADE.
ELEVATION: 900.32 NAVD 88