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008 t 7/f'f /'i'tfl /' ~0 \3) PAGGI & MARTIN Consulting Engineers & Land Surveyors r' , 54-56 Main Street Poughkeepsie, New York 12601 9 14-47 1-7 898 July 8, 1996 Town Supervisor Town of Wappinger P.O. Box 324 Wappingers Falls, New York 12590 Attention: Constance O. Smith Reference: Dutchess Medical Arts Building Dear Supervisor Smith: ~I /" J, ~.. /t((tl~' V As per the Town Board's instruction and the Dutchess Medica~1 Arts ,t:" Building's letter of May 20, 1996, I have prepared a sketch for t connection of said building to the Wappinger Park Water DistF' t. /~ Included with this drawing is a two page generic Specification to be included with the transmittal to the Dutchess Mejdicel Arts Building. The drawing and specification ShQuld,be_~tran.smittedffo Eileen Platt, Building Manager, after the appropnate 'es'crowacc15unts are established. When they deposit the necessary escrow account with the Town, I would think it appropriate to also include $750.00 ~or inspection services during construction. I am taking the liberty of carbon copying Dutchess Medical Arts Building on this letter, and also notifying them that this drawing is to be given out to reputable contractors that are experienced in doing this kind of work. It should also be cautioned that the intent of the drawing and the specifications is to give general guidelines for the installation of the water service. All incidental work shall be construed to be part of the total job whether stated or implied. If there are any questions or comments, please do not hesitate to contact this office. -t '; ') I ' Ii l ,I \ ~ (" ..t" ~ ,) /1' JEP:law Enclosure cc: Albert P. Roberts, Esq. Eileen Platt Graham Foster Michael Tremper Joseph E. Paggi,Jr" P,E, Ernst Martin, Jr" P,E" LS, ro. \6C> printed on recycled paper PAGGI & MARTIN 54-56 Main street Poughkeepsie, NY 12601 Telephone 914/471-7898 HARK PLAZA I-DUTCHESS MEDICAL ARTS BUILDING - WATER CONNECTION Date Seq.# 06/04 80052 Design - Peter J. paggi BASE MAP FOR HARK I CONNECTION 06/11 79716 Principal - Jo~eph E. paggi, Jr., P.E. HARK I - WATER/OFFICE 06/12 79721 Principal - Jo~eph E. paggi, Jr., P.E. HARK I - WATER - FIELD INSPECT 06/14 79754 Design - Peter J. paggi HARK I - SCHEDULE UFPO/MAP/CALLS/CAMO 06/27 80000 Principal - Joseph E. paggi, Jr., P.E. HARK #1 - WATER SERVICE 06/28 79980 Survey Crew - James R. Majors WATERLINE - SITE MEASUREMENT 06/28 79981 Computations - James R. Majors MAPPING 06/28 80026 Design - Peter J. paggi PIPE ROUTE - PROPERTY WATER LINE 07/01 80116 Design - Peter J. paggi SKETCHES/CALLS-LAYOUT/SITE INSPECTION 07/02 80098 Principal - Joseph E. paggi, Jr., P.E. PLAN - WATER SERVICE CONNECTION 07/02 80120 Design - Peter J. paggi PLAN REVISION 07/05 80106 Principal - Joseph E. paggi, Jr., P.E. PLANS/DETAILS/SPECIFICATIONS 07/05 80128 Design - Peter J. paggi PLAN/NOTES/DETAILS 07/08 80143 Principal - Joseph E. paggi, Jr., P.E. DESIGN 07/09 80144 Principal - Joseph E. paggi, Jr., P.E. DESIGN *INDICATES NO CHARGE ITEMS BALANCE DUE LESS NO CHARGE ITEMS TOTAL AMOUNT DUE 06/29/96 T/W-HW Rate 61.50 75.00 61. 50 75.00 59.50 59.50 61.50 75.00 61. 50 75.00 75.00 75.00 Qty .50 1.50 .50 2.00 2.50 1. 50 2.50 .50 1.50 2.00 .50 .50 1 Amount 30.75 75.00 112.50 30.75 150.00 148.75 89.25 61. 50 153.75 37.50 92.25 * 150.00 61. 50 * 37.50 37.50 1268.50 - 153.75 g~~~~;Z~ THE DUTCHESS MEDICAL ARTS BUILDING WATER SERVICE CONNECTION GENERAL NOTES: 1 . Contractor to call the Underground Utilities Call Number to confirm location of all existing utilities, including all individual service connections to Hark Building I. Any damage done to any existing utilities shall be at the risk of the contractor performing the work. All existing utilities shown are approximate and as per the best information known at this point in time. 2. The Contractor is to make the wet tap to the water service connection approximately 10' south of the existing hydrant wet tap on Cayuga Drive. The specific location of this can be verified with Camo Pollution Control at 463-7310. 3. Contractor shall make a 2" tap into the existing main on the side of the pipe. The tap shall be made with an approved saddle capable of restraining the proposed 2" connection on to the existing transite pipe. The tapping procedure and material shall meet the approval of the Town Engineer and Camo Pollution Control. The tap shall have the appropriate corporation and necessary expansion loop. 4. Water service connection shall be 2" Type "K" copper with 5'0" depth of bury. The service connection shall be bedded in 6" of sand and covered with 15" of bank run gravel. The bank run gravel shall then be compacted to a uniform density. All bends shall be made by sweeping the pipe. The ditch shall conform to the minimum sweep required due to the 2" diameter. All fittings that will be required (ie. unions, corporations, stop curbs, etc.) shall be compression type fittings. 5. In all roadway areas, the remainder of the backfill above the 15" bank run gravel cover shall meet either the Dutchess County Department of Public Works Specifications or the Town Highway Specifications. Contractors shall check with the individual permitting agency prior to submitting a bid for backfill requirements. All work in the roadway and parking areas shall be sawcut to the width necessary prior to any excavation. 6. In the lawn areas, suitable run-of-trench material above the bank run gravel may be used. 7. In all parking areas, 9" of run-of-bank gravel shall be placed at the top of the trench. The trench shall then be paved with a 2" binder and 1 %" top course. 8. The existing foundation wall on the east side of the building shall be penetrated and patched to the satisfaction of the Building Inspector and/or the Town Engineer. 9. The water meter shall be a SENSUS, 2" compound type water meter or equal. The RPZ proposed shall be Watts 2" RPZ. These shall be installed on the new 2" service connection in the existing water room. The work shall be done to the satisfaction of the Town Engineer and Camo Pollution Control. 10. The existing water service from the existing well shall be cut and permanently capped. The existing well shall be abandoned as Dutchess County Health Department and AWWA regulations mandate. 11. All restoration work done within the Town right-of-way, County right- of-way, parking area, lawn area, and building shall be done to original or better condition and to the satisfaction of the owner of each specific area. 12. All minimum vertical separations shall be 18" whether up or down. 13. All existing utilities shall be protected against any damage. The Contractor will be responsible for any damage done to any existing utility. 14. Contractor shall obtain all necessary permits to perform the job, including a Town Highway Work Permit, a Highway Work Permit from the Dutchess County Department of Public Works, and a Water Service Connection Permit from the Building Inspector of the Town of Wappinger. 15. The proposed 2" service line shall be pressure tested as per AWWA specifications to a minimum test pressure of 100 psi. 16. The proposed 2" service connection shall be disinfected and blown out prior to connecting into the existing building. The appropriate bacteriological test shall be taken and satisfactory results shall be received prior to placing the line in service. 17. The proposed drawing and these notes shall be taken by the Contractor to be general guidelines for performing the work. All work shall be performed in a neat and orderly manner, and anything disturbed shall be restored to as is or better condition. Private property markers shall be maintained in the field, and encroachment upon adjacent private properties will not be allowed. The owner of the individual property where work is being done will be the sole judge if the restoration work is acceptable. The acceptability of the work on the water connection will be by the Town Engineer and Camo Pollution Control. Their judgement shall be binding. 18. The Contractor shall include in the Price Bid all incidental work whether shown or implied on these documents so that the Lump Sum Price Bid is all inclusive.