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Home My WebLink AboutC101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2WWWWWWWWWWWWWWWWCCCCCCCCCCCCCCGGGN85°42'37"E (R) N55°31' 24" E ( R) N43°33'22"E (R)R=7 9 5. 0 0 'L422.02' N56°19'19" E 66.0 8' ( M)N48°10'22"E 110.00' (M)N36°15'44"E 50.04' (M)N05°40'17"E (R)N19°53'02"W 166.73' (M)N 4 6 ° 5 7 ' 0 9 " W 9 8 . 6 3 ' ( M ) N 4 3 ° 3 4 ' 0 8 "W 9 6 . 5 4 ' (M )S53°43'25"W 266.26' ( M) S35°18'47"E 36.27' (M) N86°30'32"E 36.58' (M) N44°21'17"E 54.09' (M)S52°55'30"W (R)N47°22'27"E (R)N35°27'49"E (R)N06°28'12"E 31.36' (M)N20°40'57"W (R)N 4 7 ° 4 5 ' 0 4 " W ( R ) N 4 4 ° 2 2 ' 0 3 "W ( R ) S36°06'42"E (R)S18°40'04"E (R)S17°52'15"E 119.53' (M)=PROPOSED BU ILD INGGFA=31,808 SFFFF=889.40M.F .P .G .=887 .13M.L .A .G .=888 .40CCCCCCCCCCCCEEPOND N.P. = 883.00 100 YR. = 887.13 T.O.B. = 887.13 POND N.P. = 879.00 100 YR. = 883.67 T.O.B. = 888.67 D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D DD DDDD D D D D D DDDD DDDDDEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFIPIP * * CONTRACTOR TO INVESTIGATE PIPE TO DETERMINE THE EXTENTS. PIPE TO BE REMOVED IF DRAINING ON SITE WATER. PIPE TO BE TIED INTO STORM SYSTEM IF DRAINING OFF-SITE WATER. NO PIPES TO RUN UNDER PROPOSED BUILDING. 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 = 2.91 ± AC. C101STORMWATER POLLUTION PREVENTION PLAN PHASE 2W180330-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 - 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 - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) - RIPRAP, REFER TO GRADING PLAN SHEET C300 FOR SIZING - SITE DISCHARGE POINT - TREE PROTECTION - STONE FOR ASPHALT PAVEMENT IP 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 the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW18.0330PREPARED FOR:10255 COMMERCE DRIVEPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:MLTDESIGNED BY:DWG NAME:PROJECT NO.:W18.0330DATEBY03.31.2019MLTDATE:RLWKnow what's below. before you dig.Call R LINK OFFICE SUITESSUBMITTAL TO CARMEL ADLS/DP09.21.2018MLTW S N E STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 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.SMREVISED FOR TAC COMMENTS11.21.2018MLTREVISED FOR TAC COMMENTS12.05.2018MLTREVISED FOR TAC COMMENTS01.02.2019RLWREVISED FOR TAC COMMENTS01.08.2019RLWREVISED SANITARY SEWER LATERAL03.13.2019RLWFINAL CONSTRUCTION PLANS03.31.2019RLW03.31.2019 Part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the southwest corner of said Northeast Quarter; thence North 88 degrees 44 minutes 27 seconds East 891.36 feet along the south line of said Northeast Quarter (basis of bearings per West Carmel Center, per plat thereof, recorded as Instrument Number 200300041665 in the Office of the Recorder of Hamilton County, Indiana) to the east right-of-way line of Commerce Drive and the southeastern corner of Block F of said West Carmel Center; thence North 18 degrees 40 minutes 12 second West 540.73 feet along said east right-of-way line to a rebar at the POINT OF BEGINNING at the western corner of a Pond Easement described in Instrument Number 200000050549, on file in the Office of said Recorder, the following nine (9) course are along the southwest and west lines of said Pond Easement; 1) thence North 85 degrees 42 minutes 37 seconds East 36.58 feet to a rebar; 2) thence North 43 degrees 33 minutes 22 seconds East 54.09 feet to a rebar; 3) thence North 55 degrees 31 minutes 24 seconds East 66.08 feet to a rebar; 4) thence North 47 degrees 22 minutes 27 seconds East 110.00 feet to a rebar; 5) thence North 35 degrees 27 minutes 49 seconds East 50.04 feet to a rebar; 6) thence North 05 degrees 40 minutes 17 seconds East 31.36 feet to a rebar; 7) thence North 20 degrees 40 minutes 57 seconds West 166.73 feet to a rebar; 8) thence North 47 degrees 45 minutes 04 seconds West 98.63 feet to a rebar; 9) thence North 44 degrees 22 minutes 03 seconds West 96.54 feet to 58" diameter rebar with a cap stamped "Structurepoint - 0094" set (hereafter referred to as "set rebar"); thence South 52 degrees 55 minutes 30 seconds West 266.26 feet to a set rebar on said east right-of-way line of Commerce Drive, the following three (3) courses are along said right-of-way line; 1) thence South 36 degrees 06 minutes 42 seconds East 36.27 feet to a rebar; 2) thence southeasterly 242.02 feet along a curve to the right having a radius of 795.00 feet and subtended by a long chord having a bearing of South 27 degrees 23 minutes 26 seconds East and a length of 241.08 feet to a rebar; 3) thence South 18 degrees 40 minutes 04 seconds East 119.53 feet to the POINT OF BEGINNING. LAND DESCRIPTION