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scan007GENERAL NOTES REFER TO TOWN OF QUEENSBURY WATER DEPARTMENT DESIGN & CONSTRUCTION STANDARDS, CHRIS HARRINGTON, SUPERINTENDENT, UPDATED JANUARY 21, 2015 FOR THE LATEST REQUIRED STANDARDS & CONSTRUCTION DETAILS. A PRE—CONSTRUC77ON MEETING WILL BE HELD PRIOR TO CONSTRUCTION. ALL COMPONENTS SHALL BE OF APPROVED, UNUSED MATERIALS. ALL MATERIALS AND FITTINGS ARE TO BE IN ACCORDANCE WITH AWWA STANDARDS. MANUFACTURERS RECOMMENDED PROCEDURES SHALL BE EMPLOYED FOR HANDLING, STORAGE AND INSTALLATION. ALL INSTALLATION OF WATER MAINS AND APPURTENANCES MUST BE INSPECTED BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO BACKFILLING. ALL COMPONENTS OF THE WATER SYSTEM SHALL COMPLY WITH THE LATEST EDI77ON OF THE RECOMMENDED STANDARDS FOR WATER WORKS AS ADOPTED BY THE GREAT LAKES—UPPER MISSISSIPPI RIVER BOARD OF STATE PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS. WATERLINES, VALVES & HYDRANTS SHALL, IN ADDITION MEET THE ESTABLISHED WATER SYSTEM DESIGN & CONSTRUCTION STANDARDS OF THE TOWN OF QUEENSBURY WATER DEPARTMENT. THE INSTALLAT70N OF WATER MAINS AND APPURTENANCES WHICH WILL BECOME A PART OF THE MUNICIPAL WATER SYSTEM MUST BE INSTALLED WITHIN THE BOUNDARIES OF LAND TO BE DEDICATED TO THE TOWN OF QUEENSBURY. EASEMENTS WILL BE REQUIRED FOR WATER MAINS AND APPARATUSES OUTSIDE OF THE TOWN OF QUEENSBURY BORDERS. WATERLINES, VALVES AND HYRDANTS SHALL IN ADDITION, MEET THE ESTABLISHED WATER SYSTEM DESIGN AND CONS7RUCTION STANDARDS OF THE QUEENSBURY WATER DEPARTMENT. OPERATION OF ALL CURB VALVES, GATE VALVES AND HYDRANTS UNDER PRESSURE SHALL BE DONE BY DULY DESIGNATED EMPLOYEES OF THE TOWN OF QUEENSBURY WATER DEPARTMENT ALL COMPLETED WORK MUST BE APPROVED BY THE QUEENSBURY WATER DEPARTMENT PRIOR TO DEDICATION TO THE TOWN. WATER MAINS MATERIAL — CLASS PIPE AND FITTINGS SHALL BE CEMENT LINED AND BITUMINOUS SEAL COATED WITH A RATED WORKING PRESSURE OF 250 PSI. DUCTILE IRON AND PIPE SHALL BE A MINIMUM OF CLASS 52 UNLESS OTHERWISE SPECIFIED BY THE QUEENSBURY WATER DEPARTMENT. PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA SPECIFICATION C150 AND C151, BY GRIFFEN PIPE COMPANY, UNITED STATES PIPE AND FOUNDRY, ATLANTIC STATES PIPE COMPANY OR EQUAL. THE PIPE SHALL BE IN NOMINAL 18-20 FOOT LAYING LENGTHS. JOINTS SHALL BE PUSH ON TYPE CONFORMING TO THE LATEST REVISIONS OF AWWA SPECIFICATION C111, POLYETHYLENE ENCASEMENT IN ALL INSTANCES WHERE SOIL CONDITIONS ARE SUSPECTED BY THE QUEENSBURY WATER DEPARTMENT TO BE CORROSIVE, THE PIPE, VALVES AND FITTINGS SHALL BE WRAPPED IN 8—MIL POLYETHYLENE TUBES OR SHEETS. POLYETHYLENE ENCASEMENT SHALL COMPLY WITH THE LATEST REVISION OF AWWA SPECIFICATION C105/A21.5. DUCTILE IRON PIPE INSTALLED EAST OF 1-87 SHALL BE ENCASED IN THE PREVIOUSLY STATED POLYETHYLENE SLEEVE (POLY WRAP). DIP INSTALLED WEST OF 1-87 SHALL BE ENCASED IN THE POLYETHYLENE SLEEVE AT THE DISCRETION OF THE TOWN OF QUEENSBURY WATER DEPARTMENTS ENGINEERS. SIZE MAIN SIZE SHALL BE AS REQUIRED BY THE TOWN IN ACCORDANCE WITH WATER DISTRICT PLANS WITH NO MAIN LESS THAN 6 INCH DIAMETER EXCEPT FOR FIRE SPRINKLERS AND SERVICE LINES. DEAD END MAINS DEAD END MAINS SHALL BE AVOIDED WHENEVER FEASIBLE. WHEN DEAD END MAINS ARE PERMITTED, A HYDRANT SHALL BE INSTALLED AT THE END TO ALLOW FLUSHING. DEPTH OF BURY PIPE SHALL BE INSTALLED WITH A MINIMUM OF 5-1/2 FEET AND A MAXIMUM OF 6 FEET OF COVER BELOW FINAL GRADE UNLESS 0774ERMSE APPROVED BY THE QUEENSBURY WATER DEPARTMENT. PIPE SHALL BE INSTALLED 6 FEET FROM THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED. INSTALLATION PIPE AND ACCESSORIES SHALL BE HANDLED IN SUCH A MANNER AS TO INSURE DELIVERY ON 714E WORK SITE IN A SOUND, UNDAMAGED CONDITION. PAR77CULAR CARE SHALL BE TAKEN NOT TO INJURE PIPE COATING. SUITABLE SLINGS SHALL BE USED IN LOADING, UNLOADING AND INSTALLATION OF PIPE. BEFORE BEING LOWERED INTO THE TRENCH, ALL SECTIONS OF PIPE SHALL BE INSPECTED FOR DEFECTS. DEFECTIVE, DAMAGED OR UNSOUND PIPE SHALL BE REJECTED AND REMOVED FROM THE WORK SI TE. DEFLECTIONS FROM A STRAIGHT LINE OR GRADE, AS REQUIRED BY VERITCAL CURVES, HORIZONTAL CURVES OR OFFSETS, SHALL NOT EXCEED THAT RECOMMENDED BY THE MANUFACTURER'S RECOMMENDATIONS. IF THE ALIGNMENT REQUIRES DEFLECTORS IN EXCESS OF THESE LIMITATIONS, SPECIAL BENDS SHALL BE USED. ALL FIT77NGS AND VALVES SHALL BE INSTALLED AS THE PIPE IS INSTALLED. THE INSTALLATION OF FITTINGS AND VALVES AFTER THE INSTALLATION OF PIPE WILL NOT BE ALLOWED UNLESS APPROVED BY THE QUEENSBURY WATER DEPARTMENT. BEFORE JOINING, ALL LUMPS, BLISTERS, EXCESSIVE COATING MATERIAL, OIL AND GREASE 7HAT WILL INTERFERE WITH PROPER JOINING SHALL BE REMOVED FROM THE ENDS OF ALL PIPES. THE FULL LENGTH OF EACH SEC77ON OF PIPE SHALL REST SOLIDLY UPON THE PIPE BED, WITH ADEQUATE RECESSES EXCAVATED FOR THE BELLS AND JOINTS. IN NO CASE SHOULD BRASS WEDGES BE USED WITHOUT WATER DEPARTMENT SUPERINTENDENT APPROVAL. THE INTERIOR OF THE PIPE SHALL BE THOROUGHLY CLEANED OF ALL FOREIGN MATERIAL BEFORE BEING PLACED IN THE TRENCH AND SHALL BE KEPTH CLEAN DURING THE INSTALLATION OPERA77ONS BY MEANS OF PLUGS OR OTHER METHODS APPROVED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. THE PIPE SHALL NOT BE LAID IN WATER OR WHEN TRENCH COND177ONS ARE UNSUITABLE FOR THE WORK, EXCEPT BY PERMISSION OF THE WATER DEPARTMENT. WATER SHALL BE KEPT OUT OF THE TRENCH BY USE OF PUMPS OR 0T74ER SUITABLE MEANS UN77L THE JOINTS HAVE BEEN COMPLETED. WHEN WORK IS NOT IN PROGRESS, OPEN END OF THE PIPE SHALL BE SECURELY CLOSED SO THAT NO TRENCH WATER, EARTH OR OTHER SUBSTANCES WILL ENTER THE PIPE OR FITTINGS. ANY SEC77ON OF PIPE FOUND TO BE DEFEC77VE BEFORE OR AFTER LAYING SHALL BE REPLACED WITH NEW PIPE. ALL JOINTS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. VALVES MATERIAL — CLASS VALVES SHALL BE MECHANICAL JOINT RESILIENT WEDGE TYPE WITH "0" RING PACKING AND SHALL BE IN FULL CONFORMANCE WITH THE LATEST AWWA C-500 SPECIFICA77ON FOR "VALVES FOR WATER SUPPLY SERVICE" ALL VALVES SHALL OPEN BY TURNING TO THE RIGHT (CLOCKWISE) AND HAVE A 2—INCH SQUARE—OPERATING NUT PAINTED RED. ALL VALVES SHALL BE IN FULL ACCORDANCE WITH THE STANDARDS OF THE QUEENSBURY WATER DEPARTMENT AND SHALL BE MANUFACTURED BY.MUELLER, EDDY (CLOW), KENNEDY, AMERICAN AW OR WATEROUS. VALVES SHALL BE INSTALLED ON EVERY BRANCH OF AN INTERSECTION AND AT EVERY STUB PROVIDED FOR FUTURE EXPANSION. VALVES INSTALLED ON FUTURE EXPANSION STUBS SHALL BE SECURED TO ALLOW EXTENSION OF THE WATER MAIN WITHOUT INTERRUP77ON OF SERVICE. LINE VALVES SHALL BE INSTALLED AT IN7ERSEC71ONS OR ADJACENT TO FIRE HYDRANTS. LINE VALVES SHALL BE INSTALLED AT A DISTANCE OF NOT MORE THAN 1200 FEET UNLESS OTHERWISE APPROVED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. VALVE BOXES SHALL BE INSTALLED ON ALL VALVES. VALVE BOXES SHALL BE INSTALLED IN SUCH A MANNER THAT NO SHOCK OR STRESS WILL BE TRANSMITTED THROUGH THE VALVE BOX TO THE VALVE. VALVE BOXES SHALL BE INSTALLED WITH THE OPERATING NUT IN THE CENTER TO INSURE EASY OPERATION OF THE VALVE. EACH VALVE BOX SECTION SHALL SLIDE OVER THE TOP OF THE PRECEEDING SEC770N. VALVES SHALL BE SET WITH THE STEMS VERTICAL. AFTER VALVES HAVE BEEN INSTALLED AND ADJUSTED, THEY SHALL BE TESTED FOR OPERATION UNDER MAXIMUM OPERATING PRESSURE, SHALL BE WATER TIGHT AND SHALL OPERATE EASILY, ALL VALVES, UPON COMPLETION OF WORK, SHALL BE CHECKED TO DETERMINE THAT THEY ARE IN CLOSED POSITION. ACCESSORIES TO INCLUDE DUCTILE IRON GLANDS, "BLUE" BOLTS AND NUTS, AND PLAIN—BACKED RUBBER GASKETS WITH REQUIRED JOINT LUBRICANT. VALVE BOXES MATERIAL — CLASS THE VALVE BOXES SHALL BE TWO—PIECE CAST IRON, TELESCOPIC OR SLIDING TYPE OF PROPER LENGTH FOR ACTUAL TRENCH DEPTH. VALVE BOX COVERS SHALL BE CAST IRON AND SHALL FIT FLUSH WITH THE OUTSIDE CASTING RIM, SHALL NOT RATTLE OR RACK UNDER TRAFFIC AND SHALL BE CAPABLE OF REMOVAL WITH A BAR OR PICK. EACH COVER FACE SHALL BE LETTERED "WATER. - IF A MIDDLE SECTION 1S NECESSARY TO ADJUST THE VALVE BOX TO PROPER ELEVATION, THE MIDDLE SECTION SHOULD SLIDE OVER THE BOTTOM SECTION AND THE TDP SECTION SLIDE OVER THE MIDDLE SECTION. AN INSPECTION SHALL BE MADE OF EACH VALVE AND VALVE BOX PRIOR TO ACCEPTANCE OF THE WORK AND IF NEEEDED, THE VALVE AND/OR VALVE BOX SHALL BE ADJUSTED TO MEET REQUIREMENTS AND THAT THE TOP OF VALVE BOX IS FLUSH WITH FINISHED GRADE. VALVE BOXES SHOULD BE INSTALLED SO THAT THEY ARE FLUSH WITH SURROUNDING AREAS. THE AREA SHOULD NOT BE "DISHED" OUT TO AVOID INSTALLING ANY NECESSARY EXTENSIONS. VALVE BOX RISERS MAY NOT BE USED IN NON—PAVED AREAS. THE VALVE BOX SHOULD BE DUG UP AND EITHER RAISED OR A MIDDLE SECTION ADDED. HYDRANTS MATERIAL — CLASS THE HYDRANTS SHALL BE MANUFACTURED BY EDDY OR MUELLER AND SHALL BE BREAK FLANGE, TRUE TRAFFIC TYPE HYDRANTS OF THE COMPRESSION TYPE. FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH THE LATEST AWWA SPECIFICATION C-502 "FIRE HYDRANTS FOR ORDINARY WATER WORKS SERVICE." EACH HYDRANT SHALL BE EQUIPPED WITH TWO 2-1/2- NST THRED NOZZLES, ONE 4-1/2- PUMPER NOZZLE NST THREAD AND 1-1/2" PENTAGON OPERATION NUT AND NOZZLE CAPS. ALL HYDRANTS SHALL OPEN BY TURNING TO THE RIGHT (CLOCKWISE). AN ARROW INDICATING THE DIRECTION FOR OPENING SHALL BE CAST ON THE HEAD OF THE HYDRANT. THE HYDRANTS SHALL 0774ERWISE MEET THE REQUIREMENTS OF THE TOWN OF QUEENSBURY. ALL HYDRANTS SHALL HAVE A 6—INCH MECHANICAL JOINT CONNEC71ONAND A MINIMUM VALVE OPENING OF 5—INCHES. ACCESSORIES TO INCLUDE DUCTILE IRON GLANDS, "BLUE" BOLTS AND NUTS AND PLAIN—BACKED RUBBER GASKETS WITH REQUIRED JOINT LUBRICANT. HYDRANTS SHALL BE LOCATED IN GENERAL A DISTANCE OF 800 FEET APART AND IN NO CASE SHALL EXCEED 1000 FEET MEASURED ALONG THE STREET. HYDRANTS SHALL BE INSTALLED ON PROPERTY LINES AND AT THE EDGE OF THE RIGHT OF WAY UNLESS OTHERWISE PRE—APPROVED. THE HYDRANTS FURNISHED SHALL HAVE A MINIMUM TRENCH LENGTH OF 5-1/2 FEET FROM THE GROUND LINE TO THE TOP OF THE 6" MECHANICAL JOINT BELL CONNECTION. THE CENTERLINE OF THE PUMPER CONNECTION SHALL BE A MINIMUM OF 18—INCHES FROM THE GROUND LINE. HYDRANTS MUST ALSO BE A MINIMUM BURY DEPTH OF 6—FEET. HYDRANTS MAY NOT BE USED TO PROVIDE WATER FOR ANY CONSTRUCTION PURPOSE. HYDRANTS SHALL BE LOCATED AS SHOWN OR AS DIRECTED AND IN A MANNER TO PROVIDE COMPLETE ACCESSIBILITY AND ALSO IN SUCH A MANNER THAT THE POSSIBILITY OF DAMAGE FROM VEHICLES OR INJURY TO PEDESTRIANS WILL BE MINIMIZED. INSTALLATION IN GENERAL, HYRDANTS WILL BE INSTALLED ON THE SAME SIDE OF THE STREET AS THE WATER MAIN AND AS CLOSE TO THE PROPERTY LINE AS POSSIBLE. THE LATERALS BETWEEN THE WATER MAIN AND THE HYDRANT WILL BE OF 6—INCH DUCTILE IRON PIPE AND INSTALLED WITH A VALVE. HYDRANTS SHALL BE INSTALLED WITH THE USE OF APPROVED ANCHOR FIT77NGS OR MEGALUG RESTRAINTS. HYDRANTS SHALL STAND PLUMB AND SHALL BE SET TO ESTABLISHED GRADES WITH THE BOTTOM OF PUMPER NOZZLE AT LEAST 18—INCHES ABOVE FINISHED GRADE. WHEN INSTALLING HYDRANTS, THE FINAL GRADE SHALL NOT CREATE A "BOWL" THAT WILL ACCUMULATE WATER AND MAKE THE HYDRANT INACCESSIBLE DURING WINTER PERIODS. HYDRANT NOZZLES SHALL FACE IN A DIRECTION SATISFACTORY TO THE QUEENSBURY WATER DEPARTMENT. ANY WORK DONE ON A HYDRANT THAT NEEDS THE DIRECTION ROTATED OR HEIGHT ADJUSTED SHALL BE PERFORMED UNDER THE SUPERVISION OF TOWN OF QUEENSBURY WATER DEPARTMENT PERSONNEL, SO THEY CAN VERIFY THAT IT IS IN SATISFACTORY WORKING ORDER. ALL FIRE FLOW TESTS NEED TO BE SCHEDULED AND COORDINATED WITH THE TOWN OF QUEENSBURY WATER DEPARTMENT. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ROADS AND GRASSE AREAS DURING TESTING AND REPAIR ANY DAMAGED AREAS AFTER COMPLETION OF ALL TESTS. HYDRANTS SHALL BE PAINTED RED WITH WHITE TOPS IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT STANDARDS PRIOR TO FINAL ACCEPTANCE. FITTINGS MATERIAL — CLASS CAST IRONIDUC71LE IRON FITTINGS SHALL BE STANDARDIZED, MECHANICAL JOINT, SHORT BODY FITTINGS (EXCEPT FOR LONG BODY SOLID SLEEVES) FOR 250 PSI WATER PRESSURE, PLUS WATER HAMMER. "BLUE" BOLTS SHALL BE USED ON ALL BURIED MECHANICAL JOINTS. FITTINGS SHALL BE MANUFACTURED IN FULL ACCORDANCE WITH THE LATEST AWWA C110 SPECIFICATIONS FOR SHORT BODY FITTINGS AND C111 FOR MECHANICAL JOINTS. THE CEMENT MORTAR LINING ON THE INSIDE OF THE FITTINGS SHALL BE OF THE SAME THICKNESS AS IS SPECIFIED FOR THE CORRESPONDING SIZE OF DUCTILE IRON PIPE. THE CONTRACTOR MAY, WITH WATER DEPARTMENT APPROVAL, USE PUSH ON JOINT FITTINGS IN PLACE OF MECHANICAL JOINT FITTINGS. IF IT BECOMES NECESSARY TO CONNECT 2 PIECES OF PLAIN END PIPE, A DUCTILE IRON MECHANICAL JOINT LONG BODY SOLID SLEEVE OR ROMAC MICRO HD SLEEVE (SIZES 4-12) CAN BE USED, ALL TEE CONNECTIONS, BENDS AND DEAD ENDS SHALL BE SECURELY ANCHORED IN PLACE BY MEANS OF MEGALUG RESTRAINTS OR STARGRIP, ANCHOR FITTINGS, FIELD LOCKING GASKETS OR CONRETE THRUST BLOCKS RESTING AGAINST UNDISTURBED SOIL UNLESS OTHERWISE APPROVED BY THE WATER DEPARTMENT. ALL NUTS AND BOLTS SHALL BE KEPT FREE FROM CONCRETE THRUST BLOCKS CARRIER PIPES CARRIER PIPE SIZE AND MATERIAL MUST BE APPROVED BY THE WATER DEPARTMENT SUPERINTENDENT PRIOR TO CONSTRUCITON. TAPPING SLEEVE MATERIAL — CLASS TAPPING SLEEVES BEING PLACED ON WATER MAINS CAN BE EITHER FULL BODY MECHANICAL JOINT DUCTILE IRON OR STAINLESS STEEL FULL WRAP AROUND MUELLER H-304 SERIES (RATED NO LESS THAN 200 PSI) OR EQUAL. IF STAINLESS STEEL TAPPING SLEEVES ARE BEING INSTALLED, ALL BOLTS MUST BE TIGHTENED WITH A TORQUE WRENCH TO MANUFACTURER'S RECOMMENDA TIONS. ALL WET TAPS TO BE MADE BY A WET TAPPING CONTRACTOR APPROVED BY THE QUEENSBURY WATER DEPARTMENT. THE TAPPING SLEEVE AND VALVE MUST BE INSTALLED AND TESTED BY THE WET TAPPING CONTRACTOR PRIOR TO MAKING THE WET TAP. THIS INSTALLA77ON AND TESTS WILL BE INSPECTED AND APPROVED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. THIS TEST WILL BE CONDUCTED AT 1-1/2 71MES THE WATER SYSTEM PRESSURE WITH A MINIMUM OF 150 PSI AND SHALL NOT EXCEED THE MAXIMUM WORKING PRESSURE RATING OF 174E SLEEVE AND VALVE. THE MINIMUM WORKING PRESSURE FOR ALL SLEEVES IS TO BE 200 PSI. SERVICES MATERIAL — CLASS SERVICES SHALL BE 3/4", 1-, 1-1/2- OR 2" INSIDE DIAMETER AND SHALL BE OF TYPE—K COPPER, ANNEALED AFTER COILING, CONFORMING TO THE LASTEST ASTM DESIGNA77ON B-88, INSTALLED AT A MINIMUM DEPTH OF 5—FEET ON PRIVATE PROPERTY AND 6—FEET WITHIN THE TOWN OF QUEENSBURY RIGHT OF WAY. CURB BOXES SHALL BE INSTALLED AT THE EDGE OF THE RIGHT OF WAY. FOR 3/4 INCH AND 1 INCH SERVICES, THE CURB STOP SHALL BE QUARTER TURN WITH CHECK, SOLID TEE HEAD INLET AND OUTLET CONDUCTIVE COMPRESSION FOR TYPE K COPPER SERVICE PIPE FOR 3/4- AND I- CURB STOP IN COMPLIANCE WITH THE LATEST REVISION OF AWWA SPECIFICA71ON C800, MUELLER 300 BALL CURB VALVE (825204) WITH FULL ROUND PORT OPENING OR EQUAL. CORPORATION STOPS SHALL BE INLET, MUELLER (B-25008) OR EQUAL, CC THREAD AND OUTLET CONDUC71VE COMPRESSION CONNECTION FOR TYPE K COPPER SERVICE PIPE FOR 3/4- AND I". THE OUTLET FOR 1-1/2" AND 2- SHOULD BE COMPRESSION OR FLARE. CURB BOXES CONFORM TO THE FOLLOWING SPECIFICATIONS.- CURB PECIFICATIONS:CURB BOXES THAT ARE 3/4" AND I- CURB STOPS ARE REQUIRED TO BE EXTENSION TYPE CURB BOXES WITH AN ARCH PATTERN BASE W17H TWO HOLE LID. LID SHOULD BE MUELLER 89982, EXTENSION RANGE 72". MUELLER H-10314 OR EQUAL. • CURB BOXES WITH 1-1/2" AND 2" CURB STOPS SHOULD BE EXTENSION TYPE CURB BOXES WITH ARCH PATTERN BASE WITH LID. THE LID SHOULD BE MUELLER 89990, EXTENSION RANGE 72—INCHES, MUELLER H10386 OR EQUAL. THE ROD SHALL BE STAINLESS STEEL 5/8" DIAMETER, 48"-54" LONG. 3—PART UNIONS FOR CONNECTING COPPER SERVICE LINES SHALL BE EITHER FLARE OR MUELLER TYPE COMPRESSION FOR 3/4- AND 1" CURB BOXES AND MUST BE FLARE TYPE FOR 1-1/2" AND 2" CURB BOXES. WHEN 1-1/2" AND 2- SERVICE SADDLES ARE NEEDED TO INSTALL CORPORATION STOPS, DOUBLE STAINLESS STEEL STRAP NYLON COATED DUCTILE IRON OR BRONZE SADDLES SHALL BE USED. WHENEVER IT IS NECESSARY TO CONNECT 2 PIECES OF COPPER TOGETHER FOR A WATER SERVICE, THEY SHOULD BE CONNECTED BY A 3—PART UNION. NO SOLDERED CONNECTIONS ARE ALLOWED BELOW GROUND. STOP AND WASTE VALVES ARE NOT PERMITTED. THE CURB STOP VALVES DO NOT DRAIN WHEN TURNED OFF A WATER SERVICE FOR EACH LOT MUST BE INSTALLED PRIOR TO ACCEPTANCE BY THE TOWN ALL SERVICE CONNECTIONS ON EXISTING WATER MAINS SHALL BE MADE BY DULY DESIGNATED EMPLOYEES OF THE TOWN OF QUEENSBURY WATER DEPARTMENT. SERVICE CONNECTIONS ON NEWLY INSTALLED WATER LINES SHALL BE MADE BY THE PROJECT DEVELOPER. AS—BUILT DRAWINGS SHALL CLEARLY INDICATE 774E LOCATION OF THE COPORATION STOP, CURB STOP AND CURB BOX AND LOCATION OF COPPER SERVICE IN RELATION TO CORPORATION STOP. THE DEPTH OF SERVICE LINE SHOULD ALSO BE INDICATED FOR EACH LINE. INSTALLATION OF SERVICE TUBING SHALL BE A MINIMUM DEPTH OF 6—FT BELOW THE FINISHED GRADE WI7741N THE RIGHT—OF—WAY AND A MINIMUM OF 5—FT ON PRIVATE PROPERTY. THE TUBING SHALL BE ATTACHED TO THE CORPORATION AND CURB STOP IN AN APPROVED MANNER. CURB BOXES SHALL BE INSTALLED AT 7H£ EDGE OF THE RIGHT—OF—WAY. THE TOWN OF QUEENSBURY WATER DEPARTMENT WILL MAKE A TAP ON AN EXISTING TOWN ROAD. CONTRACTORS WILL PERFORM A TAP ON A NEW ROAD NOT YET ADOPTED BY THE TOWN. ALL CURB BOXES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL 7HE WATER METER IS INSTALLED AND THE WATER IS TURNED ON BY THE TOWN OF QUEENSBURY WATER DEPAR7MENT. PRIVATE CURB BOXES WILL NOT BE OPERATED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT UNLESS A RELEASE FORM IS SIGNED BY THE OWNER AND WATER DEPARTMENT SUPERINTENDENT. METERS MATERIAL — CLASS ALL METERS SHALL BE MANUFACTURED BY BADGER METERS, ORION RADIO READ STYLE. FOR 3/4" AND 1- METER INSTALLATIONS, INSTALL A MINIMUM OF 12—INCHES OF COPPER COMING OUT OF THE PRESSURE REDUCING VALVE. ALL METERS 2" OR LESS ARE INCLUDED IN THE SERVICE CONNECTION FEE AND THE QUEENSBURY WATER DEPARTMENT SHALL PROVIDE OR INSTALL AND MAINTAIN THEM. A SHUT—OFF BALL VALVE BEFORE ALL METERS IS REQUIRED. SERVICES i" OR LARGER SHALL HAVE A SHUT OFF VALVE BEFORE AND AFTER THE METER. TEMPORARY METERS ARE NOT PERMITTED. HYDRANT METERS ARE AVAILABLE FOR PROJECTS OF PUBLIC BENEFIT THAT WILL USE WATER FROM A QUEENSBURY WATER DISTRICT HYDRANT. THE HYDRANT METERS SHALL BE ISSUED BY THE TOWN DF QUEENSBURY WATER DEPARTMENT. WATER USED FROM A PRIVATE HYDRANT FOR PURPOSES OTHER THAN FIREFIGH71NG REQUIRE THE USE OF A QUEENSBURY WATER DEPARTMENT ISSUED HYDRANT METER AND BACKFLOW PREVENTER. A SHUTOFF VALVE IS REQUIRED ON ALL SERVICES PRIOR TO THE METER INSTALLATION. THE FIRST MAIN SHUTOFF VALVE SHALL BE INSTALLED APPROX. 6" AWAY FROM THE WALL WHERE IT ENTERS THE RESIDENTIAL STRUCTURE OF AN UNFINISHED BASEMENT. THE FIRST MAIN SHUTOFF VALVE SHALL BE INSTALLED APPROX. 6" AWAY FROM THE WALL AND APPROXIMATELY 18" ABOVE THE FLOOR WHERE IT ENTERS THE RESIDENTIAL STRUCTURE ON A SLAB, OR AT THE DISCRETION OF THE QUEENSBURY WATER DEPARTMENT. THIS POLICY EXCLUDES MOBILE HOME AND COMMERCIAL STRUCTURES. IN SOME LOCATIONS A PRESSURE REDUCING VALVE (PRV) IS REQUIRED. CHECK WITH THE QUEENSBURY WATER DEPARTMENT TO DETERMINE THE EXACT LOCATIONS. THE PRV 1S TO BE INSTALLED UPSTREAM OF THE METER AND ARE NOT MAINTAINED BY THE QUEENSBURY WATER DEPARTMENT. METER PITS SHOULD BE INSTALLED APPROX. 2—FT FROM THE CURB BOX ON PRIVATE PROPERTY OR AT THE DISCRETION OF THE QUEENSBURY WATER DEPARTMENT. PRESSURE REDUCING VALVES ARE RECOMMENDED INSIDE OF THE STRUCTURE IF THEY NAE A MUELLER COIL METER PIT. THRUST BLOCKING POURED CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL DEAD ENDS, BENDS AND TEES AS REQUIRED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. ALL BOLTS AND NUTS SHALL BE KEPT FROM CONCRETE THRUST BLOCKS. BACKFILLING IHL TRENCH AND OTHER EXCAVATIONS ABOVE PIPE GRADE SHALL BE BACKFILLED CAREFULLY AND AS SOON AS POSSIBLE AFTER APPROVAL HAS BEEN GIVEN. NO PORTION OF A TRENCH OR OTHER EXCAVA77ON SHALL BE BACKFILLED UNTIL THE PIPING AND VALVES HAVE BEEN EXAMINED AND APPROVED. WHEN SO ORDERED BY THE QUEENSBURY WATER DEPARTMENT, TRENCHES AND OTHER EXCAVATIONS CONTAINING UNFINISHED WORK SHALL BE FILLED IN AND THE ROADWAYS AND SIDEWALKS LEFT UNOBSTRUCTED WITH THEIR SURFACES IN A SAFE AND SATISFACTORY CONDI TION. BACKFILLING SHALL BE DONE WITH DUE CARE TO AVOID INJURY TO THE PIPE OR ALIGNMENT. SUITABLE MATERIAL APPROVED BY THE QUEENSBURY WATER DEPARTMENT SHALL BE PLACED EVENLY AND CAREFULLY AROUND AND OVER THE PIPE IN 6—INCH MAXIMUM LAYERS. EACH LAYER SHALL BE THOROUGHLY COMPACTED UNTIL 1—FOOT OF COVER OVER THE PIPE EXISTS. ADDIT70NAL SUITABLE MATERIAL SHALL BE USED TO COMPLETELY FILL THE TRENCH. WATER LINE SEPARATIONS WATER AND SEWER LINES SHALL BE SEPARATED TO COMPLY WITH THE NYS DEPARTMENT OF HEALTH REGULATIONS: • 10' MINIMUM OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERLINES AND ON—SITE WASTEWATER SYSTEM COMPONENTS WATER & STORM DRAINAGE SEPARATION A MINIMUM OF 3' HORIZONTAL AND 1' VERTICAL SEPARA77ON SHALL BE MAINTAINED BETWEEN ANY COMPONENT OF THE STORM DRAINAGE SYSTEM AND WATER LINES. SUFFICIENT POLYSTYRENE FOAM INSULATION WITH A MINIMUM R—VALUE OF 10 MUST BE ADDED TO PROTECT THE WATERLINE FROM FREEZING. TESTING AND DISINFECTION ALL WATER MAINS WILL BE PRESSURE TESTED IN COMPLIANCE WITH AWWA C600 BY THE CONTRACTOR AND CERTIFIED BY THE PROJECT ENGINEER. THIS TEST WILL BE AT 1-1/2 TIMES THE WATER SYSTEM PRESSURE WITH A MINIMUM PRESSURE OF 150 PSI AND SHALL NOT EXCEED THE MAXIMUM RATED CAPACITY OF THE PIPE OR FITTINGS ATTACHED. CERTIFICATION OF THE PRESSURE TES77NG WILL BE SUPPLIED TO THE QUEENSBURY WATER DEPARTMENT PRIOR TO DISINFECTION. DISINFEC77ON WITH CONFORMANCE TO AWWA C651 WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF ALL TESTS AND DISINFECTION WILL BE BORN BY THE CONTRACTOR AND/OR DEVELOPER. THE CONTRACTOR AND/OR DEVELOPER SHALL COORDINATE AND SCHEDULE THEIR TESTING AND DISINFEC71ON WITH THE TOWN OF QUEENSBURY WATER DEPARTMENT, THE CONTRACTOR SHALL RESTORE DISTURBED EARTH AND/OR PAVEMENT AT HIS COST. ALL COPORATION STOPS THAT WERE INSTALLED SOLELY FOR THE PURPOSE OF TESTING OR DISINFEC77ON WILL BE REMOVED AT THE COMPLETION OF THOSE TESTS. THEY WILL BE REPLACED WITH THE APPROPRIATE PLUG AND INSPECTED BY THE QUEENSBURY WATER DEPARTMENT. FILED Warren County Clerk September 11, 2017 Instrument No. 2017-3000081 NEW YORK STATE DEPARTM15NIT OF HEALTH Glens Fails District Office Refer to first sheet for approved date and signature. APPROVALS - MAINTENANCE RESPONSIBILITY APPROVALS ALL COMPLETED WORK MUST BE APPROVED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT PRIOR TO DEDICATION TO THE TOWN OF QUEENSBURY. COMPLETED WORK APPROVAL THE DEVELOPER AND/OR HIS ENGINEER SHALL PROVIDE i—SET OF COMPLETED PLANS INCLUDING THE PLAN AND PROFILE (AS—BUILT PLANS) TO THE WATER DEPARTMENT PRIOR TO ISSUANCE OF COMPLETED WORK APPROVAL. THE AS—BUILT PLANS SHOULD INCLUDE 71E—IN MEASUREMENTS FOR EACH CURB BOX. MAINTENANCE RESPONSIBILITY THE DEVELOPER AND/OR HIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE WATER MAINS AND APPURTENANCES (HYDRANTS, VALVE BOXES ETC) AND GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF 1—YEAR AFTER THE DATE OF WRITTEN ACCEPTANCE BY THE TOWN OF QUEENSBURY WATER DEPARTMENT AND TOWN BOARD. THE DEVELOPER/PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE CURB BOXES UN77L THE WATER SERVICE ACCOUNT IS ACTIVATED. ANY DAMAGES THAT OCCUR DURING THE PERIOD BETWEEN INSTALLATION OF THE SERVICE AND ACCOUNT ACTIVA77ON ARE THE DEVELOPER'S RESPONSIBILITY. THE APPLIES TO BOTH LABOR AND MATERIALS TO MAKE REPAIRS OR ADJUSTMENTS. MAINTENANCE ON PRIVATE WATER LINES FROM THE VALVE TO THE BUILDING IS THE RESPONSIBILITY OF THE OWNER. THE TOWN OF QUEENSBURY WATER DEPARTMENT IS RESPONSIBLE FOR THE THE MAINTENANCE OF THE VALVE AFTER THE 1—YEAR GUARANTEE PERIOD. NYSDOH CONDITIONS OF APPROVAL A. THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR TREATMENT SHALL BE INSTALLED IN CONFORMITY WITH SAID PLANS. B. THAT NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH RESUBDIVISION BEING SUBMITTED TO AND APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH (NYSDOH). C. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES WERE INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND AN ACCURATE AS—BUILT PLAN DEPIC77NG ALL INSTALLED SANITARY FACILITIES. D. THAT THE DEVELOPER SHALL FURNISH EACH PURCHASER OF A LOT ON WHICH THERE WAS NO WATER SUPPLY AND/OR SEWAGE TREATMENT FACILITIES INSTALLED WITH A REPRODUCTION OF THE APPROVED PLANS AND SHALL N07IFY THE PURCHASER OF THE NECESSITY OF INSTALLING SUCH FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS. E. THAT 774E SANITARY FACILITIES ON THESE LOTS SHALL BE INSPECTED FOR COMPLIANCE WITH THE APPROVED PLANS AT 774E TIME OF CONSTRUCTION BY A P.E„ R.A., OR EXEMPT L.L.S. AND WRITTEN CERTIFICATION TO THAT EFFECT SHALL BE SUBMITTED TO THE NYSDOH AND THE TOWN OF QUEENSBURY BUILDING CODE ENFORCEMENT OFFICER W17HW 30 DAYS AND PRIOR TO OCCUPANCY. F. THAT INDIVIDUAL WELLS AND SEWAGE TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED FOR HOUSEHOLD DOMESTIC PURPOSES WHEN PUBLIC FACILITIES BECOME AVAILABLE. CONNECTION TO THE PUBLIC SEWERAGE SYSTEM IS REQUIRED WITHIN ONE YEAR OF THE SYSTEM(S) BECOMING AVAILABLE. G. THAT PLAN APPROVAL IS LIMITED TO 5 YEARS AND SHALL EXPIRE ON TIME EXTENSIONS FOR PLAN APPROVAL MAY BE GRANTED BY THE NYSDOH BASED UPON DEVELOPMENT FACTS AND THE REALTY SUBDIVISION REGULA71ONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION. H. THAT THE APPROVED PLANS MUST BE FILED WITH THE WARREN COUNTY CLERK PRIOR TO OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL. 1. THAT ALL LOCAL AND STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. TAX MAP # 308.18-1-1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 5 REVISED PER DOH COMMENTS — RE—ISSUED TO NYSDOH 8/10/17 4 ADDED APPROVAL RESOLUTIONS — ISSUED TO NYSDOH 4/11/17 3 ISSUED FOR PRELIMINARY & FINAL SUBDIVISION 9/15/16 1 ISSUED FOR PRELIMINARY SUBDIVISION & AREA VARIANCE 2/16/15 Nc. Revisions Date WATER INSTALLATION STANDARDS & prepared for. Maurice H. Combs 636 Corinth Road Town of Queensbury, Warren County, NY NOTES Drawn: LWD Checked: GTH Scole: NOTED Date: 10/8/14 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering (518) 745-0307 Phone (518 745-0308 Fox j�'f j 29832-� ♦ _��