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Home My WebLink About045-97. CoverPlot date� 04/17/97 at 15 24 GENERAL NOTES: 1. All sonitory sewer construclion on Ih�s p�oject moy he of P V C sewer p�pe (SDR 26 or SDR 35) conforming to A S T.A•I Speci(ication C- 700- 71 T At owner's option T�pe P S.I�. polyvinyichloride sewer pipe ond I�ttings Ty�e t, Grnde conforming to A.S T.M. Speci(icotions 0-303.4 or Acrylonitrile-Butod�ene-Sty.ene (ABS) sewer pipe contorming to A S T M p-2680-79A m�y be substituted Joints in oll pipe shnll contorm fo A S T M Spe�cifcation C- 425-71 Ali subsequent A S T M revisions sha11 apply o� os sp!c�ti:d on plans 2. All storm sewers sholl be constructed with reinforced concrete pipe C;lass III or os noted and conform to A.5.T.M. C-76 or latest revision. Ait monholes shall be precast concrete construction in accordonce with State of indiana Specifications and shall have Type "A" cast iron ring and cover. 3. Joints in sewer pipe shol� conform to A.S.T.M. Specificotion C-425 or latest revision. 4. Sewer pipe shaU be bedded in accordance with detail shown. Sewer trenches shall be kept free of all water. Do not allow water or mud to enter the sewer. 5. All sanitary sewer lines upon completion will be required to pass a low pressure oir test, unless otherwise directed by the City Engineer. Soid test shall be conducted according to NCPI Standard Method, and sholl be witnessed by the City Inspector. Infiltration under test shall not exceed 200 gallons per inch of inside diometer of sewer pipe per mile of sewer in 24 hours and inclusive of all appurtenances within the section being tested such os manholes, house connections, etc. 6. All pipe or drainage structures in trenches under paved surfoces and within 10 feet of the pavement shall be backfilled with granular moterial and compacted by approved methods. 7. No roof drains, footing drains and / or surface woter drains may be connected to the sanitary sewer system, including temporary connections during construction. 9. All lots ore to be served by 6" sanil��ry sewer pipe of P V C or alternate material opproved by fhe City Enqineer These lolerals ore to be corried opproximately t'o the property line, ond the location of their termination indicated on lhe surfoce with o suitoble m�rker The wye is to be tilted up ot 45 deqrees from the horizontol ond th? end plugged tight with clay or plostic disc, capob�e o( withstonding a low pressure Air Test without leokaqe. The loteral locotions �hould also be morked with red on the curb. Mondrel lest i� reQuired on o11 main line sew�rs per Indio�a Stote Boord o� Nealth. 9. Sewers crossing mains shall be laid to provide minimum distance of 18 inches between the outside of the woter main ond the outside of the sewer. This sholl be the case where the water main is either above or below the sewer. The crossing shall be arranged so thot the sewer joints will be equidistant and as far as possible from the water main joints. Where a woter main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe and shall be pressure tested to assure watertightness prior to bockfilling. 10. Water mains shail be of ductile iron Class 50 cement lined pipe, unless otherwise noted in the plans or PVC of a type approved for water main construction in Indiano. A. Water lines shall be of ductile iron pipe, Class 50 cement line water works grade. B. Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. C. 81ow-off valves shall be those manufactured by Mueller Corporation (H010283 or H-10291), or equ�l. D. Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bay over the valve. E. 3/4" tops in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with blue paint. (Sewer lateral locations - red). 11. All water mains to be pressure tested for leakage and sterilized in accordance with directions from Carmei Water Deportment. 12. No traffic will be allowed on prepared subgrade prior to paving. 13. All street construction within the lines of dedicated right-of-way shall be in accordance with the Specifications of City of Carmel. 14. Property line comers of street intersections are rounded by an arc having a 15' radius. Property lines drawn hereon are carried to the P.I. of the arc. 15. A temporary seeding mixture in the areas where stripping of fills have been graded shall be seeded for silt and erosion protection. After grading all construction areas are to be seeded as follows: A. Swale seeding : Seed and fertilize within construction limits with 5#/acre "Redtop° grass, 20#/ocre "Rye Grass", 20#/acre "Blue Grass", 25#/acre "Tall Fescue° grass, and 600#/acre 12-12-12 fertilizer. B. Cut/Fill Seeding Along Paved Areas: Seed and fertilize with 25#/acre "Tall Fescue" grass, 20#/acre "Rye Grass", 15#/acre "Blue Grass" and 600#/acre 12-12-12 fertilizer. 16. The location of houses (depicted by rectangles) show the pad elevation and/or outside grade. The finished floor elevation is 8 inches higher, more or less than the outside grode. 17. It shall be the respansibility of each contractor to verify all existing utilities and condition� pertaining to his phase of the work. It shall olso be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners ond/or the engineers of any changes, errors, or omissions found on these plans or in the field before work is started or resumed. 18. All drainage pipe and ditch outfalis to receiving streams shail be constructed in accordance with drawings, subject however, to any modification required by the City of Carmel ot the time instaliation is completed and to any adjustments needed for field conditions that could not be anticipated on the design drawings. - 19. Contractor to record dimensions measured along sewer line from nearest manhole to each sanitary sewer laterol. 20. Contractor to record dimension of each water stub from nearest fire hydrant measured along the water main. 21. The obove locations of laterols, along with any other construction changes are to be incorporated on the original construction drawings ana record drawings submitted to the City Engineer's Office as soon after completion of construction as possible. 22. Contractor shall verify subsurface conditions prior to bidding. 23. "The engineer and/or owner disclaim any role in the construction meons and methods associated with the project as set forth in these plans.' —_� I � � I i � i i � � , V �i I �0 STR C � 0 �� O I P A S SECTO�I �OUR � � � n ¢ m � � A �O � � � - -� 00 20 �+ ___�___._ �-1F I _N 0 AREA MAP PREPARED �OR: �.ANGSTON DEVE�OPMENT COMPANY 1132 S. Range �ine Rd. Carmel, Indiana 46032 TE�EPHONE: (317) 846-7017 PREPAR� D BY: WEIHE ENGINEERS, INC. 10505 NORTH CO��EGE AVENUE INDIANAPOLIS, INDIANA 46280 TE�EPHCNE: (317) 846-6611 �,�� p�nd�� A��C stru��g�� Not ��r �on ALLAN H. WEIHE-REG P. 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