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Home My WebLink AboutC101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2EA S T N EW MA RK E T S T R E E T E E E E E E E E E E E E E E E E E E E E E E E E E E E EBROUGHTON STREET G C S F S F S F S F SF S F S F S F SFSFD D D D D D D D D D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDDDDSTM STM STM STM INTERCEPT EXISTING DRAIN INSTALL CLEANOUT INV=894.7± 92' OF 10" HPDE @ 1.0% MIN. CONNECT 10" HPDE INV=893.70 INTERCEPT EXISTING DRAIN. FIELD LOCATE AND CONNECT. CONNECT 6" PERF. UNDERDRAIN INV=894.00 IP IP IP IP IP C101 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 = 0.80± AC. LAND DESCRIPTION A PART OF BLOCK "D" IN VILLAGE OF WESTCLAY, SECTION 3004, VILLAGE CENTER, PART 1, PER PLAT THEREOF RECORDED IN PLAT CABINET 2, SLIDE 345, AS INSTRUMENT NO. 199909965089 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DESCRIBED AS THE FOLLOWS: COMMENCING AT THE WEST-SOUTHWEST CORNER OF BLOCK "D" ALSO BEING THE INTERSECTION OF THE EAST LINE OF BROAD STREET AND THE NORTHEASTERLY LINE OF EAST NEW MARKET STREET; THENCE ON THE NORTHEAST RIGHT OF WAY LINE OF EAST NEW MARKET STREET SOUTH 45 DEGREES 08 MINUTES 09 SECONDS EAST (BASIS OF BEARINGS) 59.73 FEET TO THE MOST WESTERLY CORNER OF THE LANDS CONVEYED TO NEW MARKET HG LLC AS DESCRIBED IN A RECEIVER'S DEED RECORDED AS INSTRUMENT NO. 2014009625; THENCE ALONG THE NORTHWESTERLY LINE OF NEW MARKET HG NORTH 44 DEGREES 51 MINUTES 51 SECONDS EAST 81.81 FEET TO THE NORTHWEST CORNER OF NEW MARKET HG AND THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 113.20 FEET TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF THE LANDS CONVEYED TO LSREF2 COBALT (IN), LLC AS DESCRIBED IN A GENERAL WARRANTY DEED RECORDED AS INSTRUMENT NO. 2015049199; THENCE ALONG SAID EXTENSION SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 30.08 FEET TO THE SOUTHEAST CORNER OF LSREF2; THENCE ALONG THE EAST LINE OF LSREF2 NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 55.00 FEET TO THE SOUTH LINE OF THE LANDS CONVEYED TO JAMES F. DEVOE BUILDING LLC AS DESCRIBED IN A RECEIVER'S DEED RECORDED AS INSTRUMENT NO. 2012004581, THE NEXT TWO COURSES ARE ALONG THE DEED LINES OF DEVOE; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 10.84 THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 63.00 FEET TO THE SOUTH LINE OF BROUGHTON STREET; THENCE ALONG SAID SOUTH LINE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 49.78 FEET TO THE NORTHWEST CORNER OF THE LANDS CONVEYED TO PRUDENTIA LLC AS DESCRIBED IN INSTRUMENT NO. 2010022581, THE NEXT TWO COURSES ARE ALONG THE DEED LINES OF PRUDENTIA; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 84.50 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 101.00 FEET TO THE WEST LINE OF THE REPLAT OF PART OF BLOCK "D" AS RECORDED IN PLAT CABINET 5, SLIDE 118, INSTRUMENT NO. 2013054668, THE NEXT FOUR COURSES ARE ALONG THE DEED LINES OF THE REPLAT; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 5.25 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 147.18 FEET; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 244.23 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 51 SECONDS EAST 147.99 FEET TO THE WEST LINE OF BIRD CAGE WALK; THENCE ALONG SAID WEST LINE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 32.02 FEET TO THE NORTHEAST CORNER OF THE LANDS CONVEYED TO HORSEFERRY LLC AS DESCRIBED IN A QUITCLAIM DEED RECORDED AS INSTRUMENT NO. 2016066275; THENCE ALONG THE NORTH LINE OF HORSEFERRY LLC SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 125.83 FEET TO THE EAST LINE OF THE LANDS CONVEYED TO WASEVE, LLC AS DESCRIBED IN A LIMITED WARRANTY DEED RECORDED AS INSTRUMENT NO. 2018021355, THE NEXT THREE COURSES ARE ALONG WASEVE; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 1.34 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 77.00 FEET; THENCE SOUTH 00 DEGREES 08 MINUTES 09 SECONDS EAST 76.84 FEET TO THE NORTH LINE OF HORSEFERRY ROAD; THENCE ALONG SAID NORTH LINE SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 27.29 FEET TO THE SOUTHEAST CORNER OF THE LANDS CONVEYED TO YTA PROPERTY GROUP LLC AS DESCRIBED IN A WARRANTY DEED RECORDED AS INSTRUMENT NO. 20017015557; THENCE ALONG THE EAST LINE OF YTA NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 73.59 FEET; THENCE NORTH 45 DEGREES 08 MINUTES 12 SECONDS WEST 11.45 FEET; THENCE ALONG THE NORTH LINE OF YTA SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 41.54 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, THE RADIUS POINT OF SAID CURVE BEARS NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST FROM SAID POINT; THENCE NORTHWESTERLY ALONG THE NORTH LINE OF YTA, THROUGH THE LANDS OF THE GRANTOR AND ALONG THE NORTHERLY LINE OF THE LANDS CONVEYED TO ROBERTS OFFICE BUILDING LLC AS DESCRIBED IN A WARRANTY DEED RECORDED AS INSTRUMENT NO. 2017047456 AND ALONG SAID CURVE 40.97 FEET TO THE POINT OF TANGENCY WHICH BEARS SOUTH 46 DEGREES 48 MINUTES 25 SECONDS WEST FROM THE RADIUS POINT; THENCE NORTH 43 DEGREES 11 MINUTES 35 SECONDS WEST 16.24 FEET TO A CORNER OF AFORESAID NEW MARKET HG LLC, THE REMAINING COURSES AREA LONG THE DEED LINES OF NEW MARKET HG LLC; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 18.17 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 18.50 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 82.71 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 51 SECONDS WEST 80.83 FEET TO THE POINT OF BEGINNING, CONTAINING 1.77 ACRES, MORE OR LESS.STORMWATER POLLUTION PREVENTION PLAN PHASE 2w210436-C101 swppp2SWPPP PHASE 2 LEGEND - PERMANENT/TEMPORARY SEEDING USE PLANTING CHART - SILT FENCE - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY SF 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.REVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what's below. before you dig.Call R DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 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.SMW S N E RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L . W EBST E R I I PRO FESSION A L E N GINEERREG I S T ER E DIND I A N A No. PE11900318 STATE OF APPROVAL PENDINGNOT FOR CONSTRUCTIONIP