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Home My WebLink About03080001 Construction Plans for Ballantrae pg. 12Er-15" 18"&OVER TOvIMY T. LUK SHIRLEY vl. CAPPAS Beginning Point 12 VALVE TOP OF BANK D. &U. E. 8 7104 SF 9 7911 SF 10' ASPHALT PATH 12" WATER LINE 7471 F TREE CONSERVATION DRIVE ACCESS EASEMENT (2295 SF) 6552 SF TOP of RETAINING WALL 887.70 w.n...,ww 0.144.4.04 'LAKE AREA TO BE VER (CALL Y WALLED •'(PER'DEVELOPER •SPECIFICATIONS) N.P. AREA w. 5546 SF N.P. ELEV 881.20 BOTTOM ELEV 876.00 100 YEAR FLOOD ELEV. 885.70 9338 SF 12" WATER LINE 9822 SF 9677 SF 4 9040 SF 86 725 SF D. &U.E. *EXISTING TREES IN R/W TO BE REMOVED FOR HCHD WILLIAM M. CAROLINE K. GODFREY ADA RAMP OSBORN LEGAL DRAIN *EXISTING TREES IN R/W TO BE REMOVED FOR HCHD KIM J. SANDRA L. REGAN 12" WATER LINE CONNECT TO PONDS WEST SUBDIVISION WATER LINES 1. SCOPE OF WORK A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER DISTRIBUTION ONES, VALVES, METER pin, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND BACKFILUNG NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE CONNECTING TO ALL SUCH ONES OF THE BUILDING PIPING AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 2. MATERIALS A. DUCTILE IRON PIPE: DUCTILE IRON PIPE SHALL MEET AWWA C -150 AND C -151 SPECIFICATIONS. PIPE SHALL BE CEMENT UNED PER AWWA C -104. B. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH FEDERAL SPECIFICATION WW -T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS. C. FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C -502 AND SHALL MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND THREADS, DIRECTION OF OPENING AND DIMENSIONS OF OPERATING AND CAP NUTS, FIRE Sec HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES. A VALVE OPENING NOT Harrison LESS THAN 5 INCHES AND A 6 INCH INLET CONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE. A1. VALVES: All VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL BE PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED. VALVES PROVIDED FOR THE PROPER INSTALLATION IN THE UNES IN WHICH THEY ARE North line NE /4 Sec. 22- LOCATED, VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH N 90'00'00" E STANDARDS, THE FOLLOWING REQUIREMENTS. 2629.98' 1. VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE VALVES CONFORMING TO AWWA SPECIFICATION C -500. THEY SHALL OPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS SYSTEM. VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS. 2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND -WAY, GROUND KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS. E. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD BUFFALO -TYPE CAST. IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5 -1/4 INCHES. 2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF' 2 -1/2 INCHES AND HAVING UD HELD IN PLACE BY A BRASS OR BRONZE BOLT. THE CASTINGS SHALL BE COATED WITH TWO COATS OF COAL -TAR PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS, F. JOINT RESTRIANT: MECHANICAL JOINT RESTRAINTS AS PROVIDED BY EBAA IRON SALES, INC. P.O. BOX 857 EASTLAND, TX 76448 800 -433 -1716 "MEGALUG" MECHANICAL RESTRAINT SYSTEM INSTALL AS RECOMMENDED BY MANUFACTURER AND AS APPROVED BY CITY OR CARMEL UTIUTI G. REACTION ANCHORS: JOINT HARNESSES SHALL BE STEEL STRAPS AND RODS ACROSS JOINTS SECURELY ANCHORED ON PIPE OR OTHER ADEQUATE ANCHORAGE, TO RESIST HYDRAUUC THRU AT MAXIMUM PRESSURE PIPE WILL BE SUBJECTED TO, 150 PSI MINIMUM. 1. COAL TAR COATING: KIPPERS BITUMASTIC NO. 50. 2. CLAMPS, STRAPS, AND WASHERS: STEEL, ASTM A506. 3. RODS: STEEL, ASTM A575. 4. ROD COUPUNGS: MALLEABLE IRON, ASTM A197. 5. BOLTS: STEEL, ASTM A307. 6. CAST IRON WASHERS: GRAY -IRON, ASTM Al26. 3. APPLICATION: A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL APPLICABLE' CODES AND REGULATIONS. CONTRACTOR SHALL FURNISH ALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS. B. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED. C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER UNE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER. IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND WATER ONES ARE IMPRACTICABLE, LAY THE WATER PIPE ON A SOUD SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. D. WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE FOR PROPER INSTALLATION OF PIPE. E, SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. F, WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION THEREIN IS IN PROGRESS, UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS, OR NATURAL DRAINAGE CHANNELS. G. GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BE FULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. THE TRENCH MAY BE EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE WITH NATURAL RIVER OR BANK SAND BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILL UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIAL. H. TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE AS REQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER ONES, FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEEN FLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTIUTY. I. IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THE WATER LINE AND THE SANITARY SEWER UNE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE WATER LINE, J. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTIUTIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF EACH WATER STUB AND VALVES FROM NEAREST FIRE HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BE SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER CONSTRUCTION AS POSSIBLE. 1 VALVE REQ'D AT CONNECTION TO EXISTING WATER LINE s LING OF POND WEST PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM CENTERLINE OF BEND BASEDON 150 PSI TEST PRESSURE DEGREE OF BEND 90; TEES PLUGS 22 -1/2' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. EXISTING WATER MAW TAPPING SLEEVE GATE VALVE FINISH GRADE 'POST -CAP VALVE COVER WATER SERVICE TO BLDG. SITE WATER MAIN CONNECTION ES. ST PUMPER CONNECTION IF REQUIRED BY LOCAL FIRE DEPT. FACING ROAD OR NEAREST FIRE TRUCK ACCESS UNDISTURBED GROUND 4'•. 1 v vv v v I�i 77o ADJUSTABLE CAST IRON VALVE BOX EAST JORDON NO. 6860 LEAVE HYDRANT DRAIN OPEN LEGEND EXIST. FIRE HYDRANT EXIST. WATER METER EXIST. WATER VALVE EXIST. YARD SPIGOT EXIST. MONITOR WELL EXIST. GAS METER EXIST. GAS VALVE EXIST. STORM INLET EXIST. ELECTRIC METER EXIST. POWER POLE EXIST. POWER POLE W /LIGHT EXIST. POWER POLE W /TRANSFORMER EXIST. LIGHT POLE EXIST. GUY ANCHOR EXIST. TELEPHONE PEDESTAL EXIST. MANHOLE EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE RIGHT -OF -WAY LINE SWALE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE PROPOSED MANHOLE PIPE SIZE BEDDING BELOW PIPE BARREL vvr" rr�ynr v v v07P9- 7 9 7 77 'v P v v v'v v'v P'v v G svv:97 _Iii ii► I �f�11I. NATURAL RIVER OR 7 t5; PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT W /VALVE GRAVEL OR CRUSHED ROCK DRAIN POCKET THOROUGHLY COMPACTED On 1/2 0.D. vvvv vvvy 0,11/4 0.014 vvv v v) vv 77 7v 1 7C7vv77v I vvvvvvvvvvvvvvvvvvvvj =1 v v v v v v v v v v v v v v v v v v V V V v v V v v v v v v V V v' 7 v v 1 1 vv vv v c 1. 25 0 DD.+ 12' v v v v c„�vvvv vvvvv v V v 7 7vvvvvvvv vvvvvvvvvvvvy� vvvvvvvvvvvy vvvvvvvvvvv vvvvvvvvvvcv vvvvvvvvvvV c vvvvvvvvvv v vvvvvvvvvvvy vvvvvvvvvvvy vvvvvvvvvvvy vvvvvvvvvvvvv v•vvv Op,,•v V 4.1 JV vvvv v NATURAL RIVER OR .I 1 v BANK UND ASA5TM CF36. v TYPICAL VALVE BOX INSTALLATION COLLAR PER LOCAL ARE DEPT. REQUIREMENTS 2 HOSE OUTLETS -1' -6• HOSE AND PUMPER CONNECTIONS SWILL HAVE THE SAME TYPE AND NUMBER OF THREADS PER INCH TO HATCH THOSE OF THE LOCAL FIRE DEPARTMENT FIRE HYDRANT DETAIL VALVE BOX COVER FLUSH WITH GRADE MECHANICAL RESTRAINT SYSTEM Call L4onday thro$gh tirZOISi.1 °J 1-8. 382 :I` -5200 Within In Tr Oui.ld. Indiana PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT NO. W02 --0950 vn 10 9 a 3 u 0 v