HomeMy WebLinkAboutC100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1-2D DDDDDDDDD
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SOIL STOCKPILE AREA
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C100STORMWATER POLLUTION PREVENTION PLAN PHASE 1w190175-C100 swppp1GENERAL NOTES
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY WITH THE OWNER DURING BIDDING AND DURING
CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY
FOR THE INSTALLATION OF THE NEW WORK.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF
WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY
UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE
UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR.
3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE
RELOCATED AND/OR CAPPED AND ABANDONED BEFORE
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE
PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF THE SITE.
5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN
OFF THE SITE.
6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT
ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED
DURING THE CONSTRUCTION PROCESS.
7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR
REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR
EXACT INFORMATION.
8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE
NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO,
AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED
ALTERNATIVE LOCATION ON SITE.
9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION
PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING
WORK.
EXISTING AREAS
TOTAL SITE = 3.37 AC.
DISTURBED = 1.80 AC.
PERVIOUS = 3.27 AC.
IMPERVIOUS = 0.10 AC.
SWPPP PHASE 1 LEGEND
- INLET PROTECTION - ONLY COMPLETELY
BELOW THE GRATE PROTECTION IS ALLOWED IN
THE PUBLIC RIGHT-OF-WAY
- 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.
- INSTALL STRAW WATTLES (GRASS AREA) OR
SILT DIKES (PAVEMENT AREA) AS SHOWN.
CONTRACTOR TO ADD ADDITIONAL
MEASURES AS CONSTRUCTION PHASING AND
SITE CONDITIONS DICTATE
- CONCRETE WASHOUT
- STOCKPILE AREA (TEMPORARY SEEDING
REQUIRED)
- SILT FENCE
- TREE PROTECTION
- ROCK CHECK DAM
- LIMITS OF DISTURBANCE
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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.
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
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.
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
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C104
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C104
INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C104
INSTALL TREE PROTECTION. REFER TO DETAIL ON SHEET C104
LIMITS OF PROPOSED BUILDING
REMOVE EXISTING TREE(S) AND VEGETATION
REMOVE EXISTING SIGN(S)
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND
PORT-O-LET AS NEEDED.
SAWCUT AND REMOVE EXISTING ASPHALT
REMOVE EXISTING HYDRANT. REFER TO SHEET C800 FOR PROPOSED LOCATION.
INSTALL SILT DIKE. REFER TO DETAIL ON SHEET C105
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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
RUSSELL L . W EBST
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FESSION A L E N GINEERREG IS T ER
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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
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SAAMRAJYA, LLCPLANS SUBMITTED FOR REVIEW05.15.2019RLWW
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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 COMMENTS11.13.2019RLWAPPR
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NOT FOR CONSTRUCTIONBENCHMARK 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)
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