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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 APARTMENTS
779 LENNOX COURTC701WATER PLAN - PRIVATE 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 88PROJECT LOCATIONWEST 106TH STREETMICHIGAN ROADSHELBORNE ROADLEGENDCROSSING DETAILFOR PRIVATE WATERCROSSING SUMMARY TABLESECTION 1. GENERAL.A.WHEN DETERMINING THE NUMBER AND LOCATION OF FIRE HYDRANTS NECESSARY TOPROVIDE THE REQUIRED FIRE FLOW, FIRE CHIEF, THE FIRE MARSHAL AND/OR HISDESIGNEE(S) SHALL USE APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION OF THECURRENT FPBSC ADOPTED FIRE CODE.B.FIRE HYDRANTS SHALL ONLY BE USED FOR FIRE PROTECTION, OR AS SO DIRECTED BY THEWATER UTILITY HAVING JURISDICTION.C.FIRE HYDRANTS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES.D.WHERE THE CODES ADOPTED BY THE FPBSC OR THIS ORDINANCE REQUIRES THREE (3) ORMORE HYDRANTS FOR PROPER FIRE-FLOW, THOSE HYDRANTS SHALL BE PLACED IN A 'LOOP'SERIES IN REGARDS TO THE SERVICING WATER MAINS.SECTION 2. PRIVATE HYDRANTS.A.ALL PRIVATE FIRE HYDRANTS AND WATER MAINS SHALL BE INSTALLED AND MAINTAINED ASSET FORTH IN THE CURRENT NFPA STANDARDS AND THE ADOPTED FPBSC FIRE CODE.B.THE PROPOSED LOCATION OF PRIVATE FIRE HYDRANTS TO SUPPLY THE REQUIRED FIREFLOW SHALL BE APPROVED BY THE FIRE CHIEF, THE FIRE MARSHAL AND/OR HIS DESIGNEE(S)PRIOR TO CONSTRUCTION OF ANY CLASS 1 STRUCTURE.C.ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED IN COLOR.D.ALL PUBIC FIRE HYDRANTS SHALL REMAIN THE STANDARD (CONSISTENT) COLOR ASPROVIDED BY THE SERVICING WATER COMPANY.SECTION 3. INSTALLATION STANDARDS.A.WHENEVER THE PROVISIONS OF THE ARTICLE REQUIRE THE INSTALLATION OF A FIREHYDRANT, WHETHER ON PUBLIC OR PRIVATE PROPERTY, SUCH HYDRANT SHALL MEET THEFOLLOWING SPECIFICATIONS:1. IT SHALL BE EQUIPPED WITH A FIVE-AND-ONE-QUARTER-INCH MAIN VALVE OPENING2. IT SHALL BE CONSTRUCTED WITH TWO (2) TWO-AND-ONE-HALF-INCH HOSE NOZZLES,WITH SEVEN-AND-ONE-HALF (7&1/2) NATIONAL STANDARD THREADS PER INCH3. IT SHALL BE EQUIPPED WITH ONE (1) FOUR-AND-ONE-HALF-INCH STEAMER NOZZLEEQUIPPEDWITH A FIVE (5) INCH STORZ CONNECTION4. IT SHALL BE CONSTRUCTED TO BE OPENED BY TURNING CLOCKWISE A NATIONALSTANDARD PENTAGON OPERATING NUT5. THE SOURCE OF THE WATER SUPPLY SHALL BE BURIED A MINIMUM OF FIVE (5) FEETBELOWTHE GROUND LEVEL AT THE HYDRANT6. THE HYDRANT SHALL BE CONSTRUCTED WITH A BREAK-OFF FEATURE TO PREVENT THEHYDRANT FROM LEAKING WHEN DAMAGED BY COLLISIONB.ALL FIRE HYDRANTS, PUBLIC OR PRIVATE SHALL BE LOCATED NOT MORE THAN EIGHT (8)FEET FROM THE EDGE OF A PAVED AREA ACCESSIBLE BY A FIRE DEPARTMENT PUMPINGAPPARATUS, UNLESS IN A CONSTRUCTION AREA (SEE SECTION 5).SECTION 4. OUT-OF-SERVICE HYDRANTS.A.FIRE HYDRANTS THAT ARE OUT OF SERVICE SHOULD BE COVERED WITH A BAG INDICATING"OUT OF SERVICE".B.NONFUNCTIONAL HYDRANTS SHALL BE MADE FUNCTIONAL OR REMOVED.WATER MAIN NOTES:WATER MAIN NOTES:1.SEE CITIZENS ENERGY GROUP WATER STANDARDS MANUAL LATEST VERSION.2.MINIMUM COVER OVER TOP OF ALL WATER MAINS TO BE 54 INCHES FROMFINISHED GRADE.3.VALVES TO BE PLACED IN GRASS AREAS.4.THE WATER MAIN MUST MAINTAIN A MINIMUM OF 10 FEET OF SEPARATION WITHTHE SEWER MAIN AT ALL TIMES.5.ALL HYDRANTS ARE TO BE AMERICAN DARLINGS B-84-B-5 (AQUA BLUE COLOR).6.ALL SERVICE AND MAIN ROAD CROSSINGS WITHIN 5 FEET OF PAVEMENT SHALLHAVE GRANULAR BACKFILL.7.FIRE HYDRANTS SHALL HAVE 5 INCH STORZ'S CONNECTION (290221 CAP ORAPPROVED EQUAL). THE 5 INCH STORZ CONNECTION SHALL FACE THE STREET.HYDRANTS SHALL BE PLACED BETWEEN THE CURB AND THE SIDEWALK IN THERIGHT OF WAY PER DIRECTION OF THE ZIONSVILLE FIRE DEPARTMENT.8.IF WATERMAIN IS 8 INCHES OR SMALLER, THEN C900 PIPE CAN BE USED.9.MAIN SHALL BE BEDDED WITH SAND 6 INCHES UNDER AND 12 INCHES OVER THEPIPE WITH MARKING TAPE INSTALLED 2 FEET ABOVE THE WATER MAIN.10.NUMBER TWELVE (#12) GAUGE LOCATING WIRE SHALL BE TAPED TO THE TOP OFTHE MAIN AND PULLED THROUGH ALL VALVE BOXES (TO THE SURFACE) FORLOCATING PURPOSES.11.IF DUCTILE PIPE IS USED, THE MAIN MUST BE POLY WRAPPED AND MARKING TAPEINSTALLED 2 FEET ABOVE THE WATER MAIN.12.CONTRACTOR MUST PROVIDE REDLINE "AS-BUILT" MARK-UPS TO ENGINEER ORALL BENDS AND TEES MUST BE LOCATED WITH 2X4 BOARD PAINTED BLUE.13.ALL WATER TO BE RESTRAINED CEG STANDARDS.14.WATER AVAILABILITY FEES WILL BE PAID AT THE TIME OF ACQUIRING THEBUILDING PERMIT.15.ENGINEERING INSPECTION STAFF MUST BE NOTIFIED 48 HOURS PRIOR TOCOMMENCING WITH NEW WATER MAIN CONSTRUCTION.16.COMMERCIAL SERVICE LINE WATER APPLICATION MUST BE APPROVED PRIOR TOTEE OR WET TAP INSTALLATION.WSNEKnow what'sbelow.before you dig.CallR