HomeMy WebLinkAboutC102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3E(A)W
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DELTA=10°10'10"
R=3036.83'
T=270.22'
L=539.01'
CH BRG=N20°36'00"E
CH LEN=538.30'
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INSTALL HEAVY DUTY
NYOPLAST STRUCTURE
WITH 2'X2' GRATE
TC=870.50
INV=868.00
CORE DRILL TO CONNECT
TO EXISTING INLET
INV=867.30
65' OF 10" HDPE @ 1.0%STMEX. POND
11
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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
= 1.80± AC.
C102STORMWATER POLLUTION PREVENTION PLAN PHASE 3w190175-C101 swppp2SWPPP PHASE 2 LEGEND
- INLET PROTECTION - ONLY COMPLETELY BELOW THE GRATE
PROTECTION IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- SITE DISCHARGE POINT
- MULCH
-RIPRAP, REFER TO SHEET C601 FOR SIZING
IP
*
D
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
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.
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.RUSSELL L . W EBST
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FESSION A L E N GINEERREG IS T ER
E
DIND I A N A
PE11900318
STATE OF
NO.REVISIONS AND ISSUESPart of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR:13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W19.0175DATEBY11.13.2019SSRDATE:RLWKnow what's below.
before you dig.Call
R
SAAMRAJYA, LLCPLANS SUBMITTED FOR REVIEW05.15.2019RLWW
S
N
E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMRUSSELL L. WEBSTER II, PE No. 11900318
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHER
EXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHE
ENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLY
FOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERING
SCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS05.15.2019RLWPLANS REVISED FOR TAC COMMENTS11.13.2019RLWAPPROVAL PENDINGNOT F
OR C
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LAND DESCRIPTION
LOT 3 OF CMC PROPERTIES SUBDIVISION SECTION 2 RECORDED AS INSTRUMENT
NUMBER 2006057917 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY.
BENCHMARK INFORMATION
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRS
NOW NETWORK GPS REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOM
POINT" LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG. NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OF
CURB, 34 FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECT
PROPERTY.
ELEVATION 871.51 (NAVD 88)