The URL can be used to link to this page

Home My WebLink AboutC100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1DDDD DD D D D DDDDDDDDDEWWWWWE E EEE EEEEE10 11 6 6 17 17 5 5 5 2 3 12 14 13 4 8 9 IP SDSDSDSDSFSFSFSFSD SD SD SFSFSFD D D D D D D D D DD D DDDDDDDDDDDDDDDDDDDDDDD EEEE EE E E E EEECCCCCEEEEE E E E E E E E E E E E E E E E EEEEEEEEEEG C C C CCC C C 17 17 17 17 6 6 6 6 6 TYP. TYP. TYP. 17 17 17 1 1 IP TYP. TYP. 8 8 8 8 8 8 9 9 9 9 4 18 18 18 18 20 21 21 SD SDSDS D S D SD S D S D S D S D S D S D SDS D S D SFSFSFSFSFSFSFSF SFSFSFSFSFDDDDDDDDDD D D D D D DDDDDDDDDDDDDDDDDDD E E E E E EEEFOEEEEEEEEEEEEEEEEEECCCCC C C C C C C C C EE E E E E E E E G G G G G G G G1 1 1 2 2 2 2 3 3 3 3 17 6 6 6 6 5 8 9 8 8 9 7 7 7 7 IP 4 12 5 5 16 15 3 4 4 19 19 20 SDSDSDSDSDSDSFSFSFSDSDSFSDSDSDSDSDSD SF SF SF SF SFSFSFSFSDSDSDSD 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 REMOVE EXISTING CONCRETE WALK(S) TO NEAREST JOINT (IF APPLICABLE) SAWCUT EXISTING CURB FOR REMOVAL. REMOVE EXISTING CURB. REMOVE EXISTING TREES AND VEGETATION. REMOVE AND/OR RELOCATE EXISTING SIGNS. REMOVE PARKING SPACES (STRIPING ONLY). REMOVE PARKING BARRIER. SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL. REMOVE EXISTING PAVING. 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 CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C103 REMOVE/RELOCATE EXISTING LIGHT POLE. REMOVE/RELOCATE EXISTING ELECTRIC SERVICE LINE. REMOVE/RELOCATE EXISTING ELECTRIC JUNCTION BOX. REMOVE EXISTING CONCRETE. REMOVE/RELOCATE EXISTING FRISBEE GOAL. RELOCATE EXISTING TREE(S) RELOCATE EXISTING ELECTRIC BOXES AND CONTROLS (COORDINATE WITH ELECTRICIAN) CONTRACTOR TO PROTECT THE EXISTING GAS AND ELECTRIC LINES. NOTIFY ENGINEER IF CONFLICTS ARISE. EXISTING STORM SEWER CASTING TO BE REPLACED. REFER TO SHEET C300. CONTRACTOR TO PROTECT THE EXISTING COMMUNICATION AND ELECTRIC LINES. NOTIFY ENGINEER IF CONFLICTS ARISE. REMOVED ASPHALT PAVEMENT REMOVED CONCRETE PAVEMENT HATCH LEGEND C100STORMWATER POLLUTION PREVENTION PLAN PHASE 1W180233-C100 swppp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art of the SE/4 of Section 28, Township 18 North, Range 4 East, Clay Township, Hamilton County, IndianaW18.0233PREPARED FOR:12900 HAZEL DELL PARKWAYPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W18.0233DATEBY06.11.2019MLTDATE:RLWKnow what's below. before you dig.Call R APPROVAL PENDINGNOT FOR CONSTRUCTIONNORTHVIEW CHURCH PARKING ADDITIONSW 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.SMRUSSELL 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 PE11900318 STATE OF NO. 10 11 ORIGINATING BENCHMARK - HCBR 141 HAMILTON COUNTY CONTROL DISK SET IN SOUTH END OF WEST HANDRAIL OF RIVER ROAD BRIDGE OVER VERSTAL DITCH. ELEVATION: 754.43 NAVD 1988 TEMPORARY BENCHMARK - CUT BOX CUT BOX ON THE WEST SIDE OF A LIGHT POLE NEAR THE NORTHWEST CORNER OF THE SURVEYED PARCEL. ELEVATION: 813.06 NAVD 1988 BENCHMARK INFORMATION LINE TYPES 12 13 14 15 16 17 18 19 20 21 SD