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SFDSWPPENGINEERS 317 | 846 - 6611
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WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netARIA APARTMENTSKnow what'sbelow.before you dig.CallRWSNE779 LENNOX COURTC200STORMWATER POLLUTION PREVENTION PLAN - PHASE I PROJECT BENCHMARKDNR BM BOO 54, 1989IN BOONE COUNTY, CARMEL QUAD., IN THE NE ¼ OF SEC. 36,T. 18 N., R. 2 E., 2ND P.M.; ABOUT 1.0 MILE NORTHEAST OFZIONSVILLE; AT THE INTERSECTION OF DAUGHERTY DRIVEAND WEST 121ST STREET, IN THE NORTHEAST ¼ OF THEINTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, 42.3FEET NORTHEAST OF AND ACROSS WEST 121ST STREETFROM A UTILITY POLE, 25.8 FEET NORTH OF THE CENTERLINEOF WEST 121ST STREET, 20.5 FEET WEST-NORTHWEST OF AMETAL TELEPHONE PEDESTAL, 20.2 FEET SOUTHWEST OF AWOOD FENCE END POST, 18.5 FEET EAST OF THE CENTERLINEOF DAUGHERTY DRIVE, 15.7 FEET NORTHWEST OF THE TOPOF THE CENTER OF A CMP CULVERT UNDER DAUGHERTYDRIVE, 15.4 FEET WEST OF THE SOUTHEAST CORNER OF ABRICK WALL, 10.1 FEET SOUTHWEST OF THE NORTHWESTCORNER OF A BRICK WALL, 5.8 FEET SOUTHWEST OF A METAL“DAUGHERTY DR” SIGN POST, LEVEL WITH THE GROUND; ADEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.900.76 NAVD 88SITE TEMPORARY BENCHMARK1. CUT X ON THE NORTH BOLT OF A FIRE HYDRANT LOCATED47 FEET EAST OF THE NORTHWEST CORNER OF PARCEL I.ELEV.901.82 NAVD 882. RAILROAD SPIKE ON THE NORTH SIDE OF A UTILITY POLELOCATED ON THE EAST SIDE OF MICHIGAN ROAD 115 FEETNORTH AND 93 FEET EAST OF THE SOUTHEAST CORNEROF PARCEL I.ELEV.901.81 NAVD 88LEGEND:PRECONSTRUCTION ACTIVITIES1.CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. (“HOLEY MOLEY”) AT 811TWO WORKING DAYS BEFORE CONSTRUCTION BEGINS TO CHECK THE LOCATIONS OF ANYEXISTING UTILITIES.2.CONTACT ZIONSVILLE STORM WATER QUALITY INSPECTOR TO SCHEDULE A PRE-CONSTRUCTIONMEETING AT LEAST 3 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. ADDITIONALLY,IDEM IS REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.3.INSTALL SILT FENCE AT THE EDGES OF THE PROJECT SITE WHERE THERE IS POTENTIAL FOR ANYSTORMWATER RUNOFF AS DENOTED ON THE STORMWATER POLLUTION PREVENTION PLAN.POTENTIAL AREAS ARE IDENTIFIED BASED ON EXISTING TOPOGRAPHY AROUND THE PERIMETEROF THE SITE.4.INSTALL INLET PROTECTION ON ALL EXISTING STORM SEWER STRUCTURES WITHIN THECONSTRUCTION LIMITS OF THE PROJECT AS INDICATED ON THE PLANS.5.EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES. EVALUATEEXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS ALONG THE PERIMETER OF THESITE.6.INSTALL CONSTRUCTION ENTRANCE IN THE LOCATION SHOWN ON THE PLANS AND PERSPECIFICATIONS.7.ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES AS FAR FROMDETENTION PONDS AND SWALES AS POSSIBLE.8.INSTALL TRASH DUMPSTER, CONCRETE WASHOUT AREA AND PLACE PORT-O-LET AS INDICATEDON THE PLANS.9.ESTABLISH ONSITE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF APPROVEDPLANS, RULE 5 NOI AND RULE 5 INSPECTION DOCUMENTS.CONSTRUCTION SEQUENCINGTHE PURPOSE OF STAGING CONSTRUCTION DURING THE PROJECT IS TO LIMIT THE AMOUNT OF GROUNDDISTURBED AT ANY GIVEN TIME AND TO PREVENT SEDIMENT FROM LEAVING THE SITE. THE FOLLOWINGSEQUENCE OF CONSTRUCTION SHOULD BE FOLLOWED AS MUCH AS POSSIBLE. ANY DEWATERINGREQUIRED DURING CONSTRUCTION OF THIS PROJECT SHALL BE DONE THROUGH A “DANDY” DEWATERINGBAG OR APPROVED EQUAL. DO NOT PLACE DEWATERING BAG WITHIN 50 FEET OF A SWALE, DITCH ORCREEK.1.STRIP TOPSOIL OR SOIL CONTAINING VEGETATION AND ROOT FIBERS FROM STREET AND BUILDINGPAD AREAS AND PLACE IN TOPSOIL STOCKPILE AREA AS NOTED ON THE PLANS.2.COMPLETE ALL MASS GRADING REQUIRED TO PREPARE ROAD AND BUILDING SUBGRADES, PADS ANDPONDS. IF LIME WILL BE USED TO STABILIZE THE STREET SUBGRADE, APPLY LIME BEFORE ANY STORMSEWER INSTALLATION.3.INSTALL ALL STORM SEWER SYSTEMS AND OTHER UTILITIES. INLET PROTECTION SHALL BE INSTALLEDAS EACH INLET IS COMPLETED AND SHALL FOLLOW THE DETAILS AND SPECIFICATIONS OUTLINED INTHE PLANS.4.COMPLETE GRADING FOR ALL BUILDING AREAS AND ROAD SUBGRADES AS SHOWN ON THE PLANS.5.INSTALL TEMPORARY SEEDING IN ALL GRADED AREAS THAT WILL NOT BE DISTURBED FOR 15 DAYS ORMORE. POND BANKS SHALL RECEIVE PERMANENT SEED AND EROSION CONTROL BLANKET AS SHOWNON THE PLANS.6.FINISH GRADE ALL SWALES. APPLY PERMANENT SEEDING AND EROSION CONTROL BLANKETS ASSHOWN ON THE PLANS.7.APPLY PERMANENT SEEDING IN ALL COMMON AREAS AND EASEMENT AREAS AS DENOTED ON THEPLANS.8.CLEAN AND MAINTAIN ALL INLET PROTECTION, SILT FENCE, EROSION CONTROL BLANKETS,TEMPORARY SILTATION BASINS AND TEMPORARY SEEDING AREAS UNTIL THE PROJECTCONSTRUCTION IS COMPLETE.9.IF SEEDED AREAS DO NOT PRODUCE A MINIMUM OF 70 PERCENT VEGETATIVE COVER, CONTRACTORSHALL RE-SEED TO OBTAIN ADEQUATE VEGETATIVE COVER FOR STABILIZATION OF THE SITE.10.REMOVE ALL TEMPORARY EROSION CONTROL PRACTICES, INCLUDING SILT FENCE; WHEN ENTIRE SITEHAS REACHED 70 PERCENT VEGETATIVE COVER.PLAN NOTES:1.THIS SHEET IS TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY.FOR ANY OTHER INFORMATION, SEE SITE CONSTRUCTION PLANS AND DETAILS.2.SEE SHEET C207 FOR SEDIMENT AND EROSION CONTROL DETAILS AND SPECIFICATIONS.3.ALL DISTURBED AREA'S THAT WILL BE POTENTIALLY IDLE FOR 15 DAYS OR MORE SHALL BESTABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY.4.NO EARTHMOVING MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER POLLUTIONPREVENTION PLAN.5.ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES MAY BE REQUIRED IN THEFIELD BY THE ZIONSVILLE INSPECTOR.6.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS.INITIAL CONSTRUCTION ENTRANCE ANDSTAGING WILL BE FROM ANDRDADE DRIVE(SOUTHWEST CORNER OF PROTECT).