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Home My WebLink AboutC100 SWPPP PHASE 1SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF E. 116th STREET WESTFIELD BLVDOHUOHU OHU OHU OHU OHUD DDDDDDDDDDDDDDDDDDDDD DDDD D D DDD D D DDDD D D D DDDDDDDDDDDDD DDDDDDDDW W W W WWWWWW WWEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEIP IP IPIP IP IP SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF 6 1 2 3 4 4 4 4 5 5 6 7 8 7 8 10 10 1012 9 4 13 AT TIME OF SURVEY, UTILITIES WERE IN PROCESS OF BEING RELOCATED. COORDINATE WITH UTILITY PROVIDER AND OWNER AT TIME OF CONSTRUCTION FOR ACCURATE INFORMATION. 14 14 14 15 16 Zone XZone AEZone X Zone AE GENERAL 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. 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 C103 INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103 INSTALL TREE PROTECTION. REFER TO DETAIL ON SHEET C103 LIMITS OF PROPOSED BUILDING REMOVE AND RELOCATE ELECTRIC SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). REMOVE AND RELOCATE TELEPHONE SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. CUT CHAIRBACK CURB INTO DEPRESSED CURB. REMOVE EXISTING TREE(S) AND VEGETATION REMOVE/RELOCATE EXISTING POLE WITH LIGHT. COORDINATE WITH OWNER AND SERVICE PROVIDER RELOCATE FIRE HYDRANT. COORDINATE WITH SHEET C600, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). CONTRACTOR TO PROTECT EXISTING BOUNDARY AND ROW MONUMENTS ONSITE (SHOWN OR NOT SHOWN ON THIS PLAN). IF APPLICABLE, DEWATERING LOCATION. COORDINATE WITH OWNER/CITY FOR PLACEMENT AND PERMITTING REQUIREMENTS. REMOVE ALL TRASH AND DEBRIS FROM THE PROPOSED COMPENSATORY STORAGE AREA. EXISTING AREAS TOTAL SITE =1.67 AC. DISTURBED = 1.35 AC. PERVIOUS = 1.13 AC. IMPERVIOUS = 0.55 AC. REMOVED TREES AND VEGETATION EXISTING RIP RAP EXISTING ASPHALT HATCH LEGEND C100SWPPP PHASE 1W220335-C100 swppp1SWPPP PHASE 1 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - 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 - TREE PROTECTION - LIMITS OF DISTURBANCE IP SF 1 2 3 4 5 6 7 8 9 10 11 12 D 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. 12.CONTRACTOR TO PROTECT EXISTING BOUNDARY MONUMENTS ONSITE 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 IS UNDER CONSTRUCTION FOR NEW ROUND-A-BOUT. EXISTING CONDITIONS ARE SUBJECT TO CHANGE AS THE CITY OF CARMEL'S PROJECT IS COMPLETED AND ADDITIONAL SURVEY IS ACQUIRED TO VERIFY EXISTING CONDITIONS. ROUND-A-BOUT LINES SHOWN FROM SCALED PLANS PROVIDED BY OTHERS. NOT FIELD LOCATED. LINE TYPES UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC OVERHEAD UTILITY RIGHT OF WAY LINE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E E E OHU OHU SECTION LINE INDEX CONTOUR INTERMEDIATE CONTOUR STORM SEWER REVISIONS AND ISSUESPart of the NW/4 of Section 06, Township 17 North, Range 4 East, Delaware Township, Hamilton County, IndianaW220335PREPARED FOR:1701 E. 116TH STREET PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:TASDESIGNED BY:DWG NAME:PROJECT NO.:W220335DATEBY09.14.2022SSRDATE:TASKnow what's below. before you dig.Call R APPROVAL PENDINGNOT FOR CONSTRUCTIONCARMEL OFFICE BUILDINGRevised site based on Carmel comments and building changes2023-02-24SR/MSREVISIONS PER ADLS REVIEW 2023-06-05SSRSTEVEN 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.SM06/05/2023 W S N E NOTES 13 SITE TBM #1 CUT SQUARE IN CONCRETE ON THE NORTH SIDE OF THE PROPERTY WEST OF THE EAST ADJOINER'S DRIVE AND EAST OF WESTFIELD BLVD. ELEV. = 818.74 (NAVD 88) SITE TBM #2 CUT "X" IN THE NORTHEAST FIRE HYDRANT BONNET BOLT ON THE EAST SIDE OF WESTFIELD BLVD. AND SOUTH OF 116TH STREET. ELEV. = 820.69 (NAVD 88) THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. BENCHMARK INFORMATION CARMEL CREEK BFE: 815 14 15 FLOOD ZONE LIMITS PER RECORD (SHOWN FOR REFERENCE ONLY) 16