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HomeMy WebLinkAboutC102 STORMWATER POLLUTION PREVENTION PLAN PHASE I8 E OHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU G W W W G G W WEST CAR M E L D R I V E GGGGGWWWWC EEEEEEEEEEEE WWGGGGG CCCCCCCCCCDDDDDDDDDDDDDDDDD D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS DRY POND RIP RAP REVETMENT PAD 9 13 17 16 14 14 6 6 20 20 7 7 77 7 8 9 22 22 10 15 7 17 2 2 SDSDSDSDSDSDSDSDSDSDSDSDSDSDIP SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFIP IPIP IP 1 3 19 SFSFSFSFSFSFSF4 4 4 5 5 5 7 21 10 9 11 12 15 15 18 4 4 22 23 2 2 10 10 13 10 16 21 24 25 2626 2 SF SF 4 22 22 25 25 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. 10.CONTRACTOR TO CONNECT BACK ANY FIELD TILES FOUND DURING EXCAVATION AND MAINTAIN POSITIVE DRAINAGE. 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. USE EXISTING DRIVE AS CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C105 IF THE ENTIRE ASPHALT DRIVE IS REMOVED DURING CONSTRUCTION. INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C105 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C105 INSTALL SILT WORM OR EQUAL. REFER TO DETAIL ON SHEET C106 LIMITS OF PROPOSED BUILDING REMOVE STORM SEWER LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C600 FOR NEW LOCATION(S). DISCONNECT AND RELOCATE SANITARY SEWER LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE WATER SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE ELECTRIC SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE TELEPHONE SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE CABLE SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE GAS SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). CONTACT CHAD MILLER WITH VECTREN TO HAVE THE SERVICE LINE AND METER RETIRED OR RELOCATED PRIOR TO THE EXISTING BUILDING BEING DEMOLISHED. REMOVE BUILDING AND APPURTENANCES FROM EXISTING BUILDING LOCATION. REMOVE EXISTING CONCRETE STOOPS TO NEAREST JOINT (IF APPLICABLE) SAWCUT AND REMOVE EXISTING PAVEMENT FULL DEPTH. REMOVE EXISTING LANDSCAPING AND VEGETATION REMOVE EXISTING SIGN STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. REMOVE EXISTING BOLLARDS REMOVE AND RELOCATE EXISTING WHEEL STOPS REMOVE EXISTING FENCE REMOVE EXISTING GATE RAISE STRUCTURE TO THE NEW PAVEMENT GRADE. REFER TO SHEET C300 FOR NEW ELEVATIONS. SAWCUT AND REMOVE PAVEMENT FOR NEW WATER TAP AND STORM SEWER. REMOVE END SECTIONS. 15" PIPES TO BE EXTENDED. REFER TO SHEET C600. C102STORMWATER POLLUTION PREVENTION PLAN PHASE IW190582-C100 swppp1SWPPP PHASE 1 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY - STAGING AREA - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - SILT WORM OR EQUAL - CONCRETE WASHOUT - SILT FENCE - LIMITS OF DISTURBANCE SD IP SF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 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. 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 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 REVISIONS AND ISSUESPart of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR:147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY08.17.2020SSRDATE:RLWKnow what's below. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW01.13.2020BJSISSUED FOR TAC REVISIONS05.12.2020BJSW 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.SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS03.30.2020BJSISSUED FOR TAC REVISIONS06.08.2020ISSUED FOR TAC REVISIONS07.16.2020BJSWALL GRADING CLARIFICATION07.23.2020BJS100% BID AND PERMIT PLANS08.17.2020BJSPROJECT BM HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18 NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND RANGELINE ROAD. ELEV.844.55 (NAVD 88) SITE TBM CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON THE SOUTH SIDE OF CARMEL DRIVE. ELEV.831.54 (NAVD 88) BENCHMARK INFORMATION 21 22 23 DEMO ASPHALT EXISTING CONCRETE EXISTING ASPHALT EXISTING AREAS TOTAL SITE = 4.37 AC. DISTURBED = 1.20 AC. PERVIOUS = 0.65 AC. IMPERVIOUS = 3.72 AC. 24 25 26 ENTRANCE NOTE CONTRACTOR TO KEEP THE EXISTING DRIVE OPEN DURING CONSTRUCTION TO ALLOW EMERGENCY EQUIPMENT AND ACCESS TO BACK UNITS.