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HomeMy WebLinkAbout03080001 Construction Plans for Ballantrae pg. 1SHEET NO. DESCRIPTION 1 TITLE SHEET 2 EXISTING CONDITIONS /DEMOLITION PLAN 3 SITE DEVELOPMENT PLAN 4 SITE EROSION CONTROL PLAN 5 EROSION CONTROL DETAILS 6 LANDSCAPE PLAN AND DETAILS 7 TREE PRESERVATION PLAN 8 STREET PLAN AND PROFILE 9 SANITARY PLAN AND PROFILE 10 S'ORM PLAN AND PROFILE 11 TRAFFIC MAINTENANCE, ENTRANCE AND CUL -DE -SAC DETAILS 12 WATER DISTRIBUTION PLAN 13 SITE DETAILS 14 HAMILTON COUNTY HIGHWAY DEPT. DETAILS SHEET NO DESCRIPTION DATE 1,3,11,13 REV PER HAMILTON CO. HIGHWAY DEPT. 5/12/03 1,3,13 REV PER CTE ENGINEERS 5/20/03 ALL REV PER HAMILTON CO. SURVEYORS OFFICE 5/20/03 ALL REV LAKE, ADD RETAINING WALLS 6/18/03 ALL I REV WATER LOCATION, ADDITIONAL HYDRANTS 6/25/03 1,3,4,6,9,10 REV PER HAMILTON CO. SURVEYORS OFFICE 7/9/03 3,4,6 REV PER YARD SWALE 8c S.S.D. PER S. 3REWER 7/22/03 3,11,13 HAMILTON COUNTY HIGHWAY REVISION PER LETTER 7/30/03 8/4/03 1 0 TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY 2002 1. Standard specifications of the District and Indiana Department of Transportotion shall apply for all work and materials. Pipe sholl be installed in accordance with Section 715. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shop hove grooved bell and gasket. The pipe shall be mode of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM 0- 3034 -89 specification. Fittings in sizes through 8` shall be molded in one piece with elnstomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall be molded or fabricated in accordonce with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elostomeric joints shall be molded with a minimum cross sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Monhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the costing and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leokoge rote for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add on additional fifteen (15) seconds and for manholes six (6) feet in diameter, odd an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole posses the test. E. If manhole joint sealants ore pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoot plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi- Shield Uniband or approved equal. Prior to plocement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shop extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The costing elevations are set by plan. However, the castings ore to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer s Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test sholl be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Toble 1. Add 0.5 psig for each foot of water above the sewer line (being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5X deflection test results. *The following are considered non flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be ploced on no less thon 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Trench sholl be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 LAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. AJI sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the stort of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stomped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self sealing type. The casting flange shall be 34 inches and the clear opening sholl be 24 inches. Woterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Cloy Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section os construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District s Inspector. No more than three manhole sections con be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be troced with a minimum size of 14 gauge wire from the wye to the termin The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. OPERATING AUTHORITIES. INDIANA GAS COMPANY POST OFFICE BOX 1700 NOBLESVILLE IN 46060 TELEPHONE: (317) 776 -5597 OFFICE OF FIRE CHIEF 2 CIVIC SQUARE INDIANAPOLIS, INDIANA 46220 TELEPHONE: (317) 571 -2600 CARMEL POLICE DEPARTMENT 3 CIVIC SQUARE 'CARMEL, IN 46032 TELEPHONE: (317) 571 -2500 HAMILTON CO. SHERIFF DEPARTMENT 18100 CUMBERLAND ROAD INDIANAPOLIS, IN 46206 -1595 TELEPHONE: (317) 773 -1872 CARMEL COMMUNICATIONS DEPARTMENT 31 FIRST AVE. N.W. CARMEL, IN 46032 TELEPHONE: (317) 571 -2580 10 CLAY TOWNSHIP REGIONAL WASTE POST OFFICE BOX 40638 INDIANAPOLIS, IN 46240 TELEPHONE: (317) 844 -9200 CARMEL /CLAY SCHOOLS 5201 EAST 131ST STREET CARMEL, IN 46032 TELEPHONE: (317) 844 -9961 OFFICE OF CITY ENGINEER 1 CIVIC SQUARE CARMEL, IN 46032 TELEPHONE: (317) 571 -2414 INDIANAPOLIS POWER LIGHT POST OFFICE BOX 1595 INDIANAPOLIS, IN 46206 -1 595 TELEPHONE: (317) 261 -8222 CARMEL CLAY PARKS Sc RECREATION 1 CIVIC SQUARE CARMEL, IN 46032 TELEPHONE: (317) 848 -7275 9 us. CITY OF CARMEL UTILITY PIPE INSTALLATION All work shall be in the best practices of the water utility industry and the American Water Works Association, and in accordance with all applicable Federal, State, and local codes and regulations. Furthermore: 1) Any damage done to the City of Carmel Utility's system by the Contractor /Developer of his affiliates shall immediately be repaired, to the satisfaction and direction of the City of Carmel Utility by the Contractor /Developer at his own expense. 2) Should the Contractor /Developer propose to depart from the specifications contained herein, he 'shall submit samples and /or specifications of such alternatives to the City of Carmel Utility before proceeding. 3) No work shall be performed under conditions which in the opinion of the City of Carmel Utilities would adversely affect the quality of the finished job. 4) The Contractor /Developer shall conduct his work so cis not to interfere with the present operation of the existing City of Carmel Utility's water /sanitary sewer system. If any work interference is encountered between the City of Carmel Utility and the Contractor /Developer, the City of Carmel Utility will receive priority in scheduling. CITY OF CARMEL WATER UTILITY Developer Installed Water Mains 1) Contractors shall call City of Carmel Utility for an on -site pre construction meeting before work begins. Contractor must have approved plans on -site and all materials to be used must be approved by a City of Carmel Utility inspector. 2) Contractor will allow inspection by City of Carmel Utility inspectors during the construction of the water main extension and will honor the City of Carmel Utility's request for field changes in main extensions related to location, workmanship and materials as they relate to City of Carmel Utility standards and specifications. 3) The Contractor will have water main extensions pressure tested per City of Carmel Utility specifications and witnessed by City of Carmel Utility's inspector. 4) The Contractor will conduct the disinfection of water main extension, with direct supervision by a City of Carmel Utility Operator. 5) Only after the water main extension passes the City of Carmel Utility's laboratory testing, and two (2) sets of AS -BUILT plans have been turned in to the City of Carmel Utility, will the water be turned on by the City of Carmel Utility. CITY OF CARMEL UTILITY STANDARDS NOTES: 1) Absolutely no Kennedy Fire Hydrants or Valves are allowed. 2) Only Tyler Valve Boxes are allowed. 3) Ductile Iron Pipe in lengths of 20 feet is the only length allowed. HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE, SUITE 146 NOBLESVILLE IN 46060 TELEPHONE: (317) 776 -8495 HAMILTON COUNTY SOIL WATER CONSERVATION DISTRICT 925 DIVISION STREET, ROOM 301 NOBLESVILLE IN 46060 TELEPHONE: (317) 773 -1432 HAMILTON COUNTY HIGHWAY DEPARTMENT 1717 PLEASANT STREET NOBLESVILLE IN 46060 TELEPHONE: (317) 773 -7770 CITY OF CARMEL WATER 'UTILITIES 130 FIRST AVENUE S.W. CARMEL, IN 46032 TELEPHONE: (317) 571 -2648 CONSTRUCTION PLANS FOR SALLANTRAE 146TH STREET, WEST OF SPRINGMILL ROAD CARMEL, INDIANA BENCH 8 V AR ed. Call 1- 800 --382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S T INDIANA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION TO BE USED WITH THESE PLANS, I \FOR INDIANA UNDERGROUND V ATI O N PROTECTION SERVICE, INC. TBM #1: TOP OF CASTING OF SANITARY SEWER MANHOLE ON WEST SIDE OF WARNER TRAIL ON NORTH SIDE OF 146TH STREET (ENTRANCE TO MERRIMAC SUBDIVISION) ELEVATION: 898.88 7 PLANS PREPARED FOR: ANDERSON CORPORATION 72900 NORTH MERIDIAN STREET SUITE 380 CARMEL, INDIANA 96032 TELEPHONE: (377) 898 -5000 FAX: (377) 848-5001 CONTACT PERSON: JIM ANDERSON 146th STREET LAW AREA MAP *PROJECT LOCATION GENERAL NOTES: 1. All storm sewers shall be constructed with reinforced concrete pipe Class 111 or as noted and conform to A.S.T.M. C -76 or latest revision. All manholes shall be precast concrete construction in accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. 2. Joints in sewer pipe shall conform to A.S.T.M. Specification C -425 or latest revision. 3. Sewer pipe shall 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. 4. All pipe or drainage structures in trenches under paved surfaces and within 10 feet of the pavement shall be backfilled with granular material and compacted by approved methods. 5. No roof drains, footing drains and or surface water drains may be connected to the sanitary sewer system, including temporary connections during construction. 6. Sewers crossing mains shall be laid to provide minimum distance of 18 inches between the outside of the water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer Joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequote 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 backfilling. 8. All water mains to be pressure tested for leakage and sterilized in accordance with directions from Carmel Water Department. 9. No traffic will be allowed on prepared subgrode prior to paving. 10. All street construction within the lines of dedicated right -of -way shall be in accordance with the Specifications of Hamilton County Highway Deportment. 11. Property line corners of street intersections are rounded by an arc having a 20' radius. Property lines drawn hereon ore carried to the P.I. of the arc. 12. A temporary graded shall construction seeding mixture In the areas where stripping of fills have been be seeded for silt and erosion protection. After grading all areas are to be seeded as follows: A. Swale seeding Seed and fertilize within construction limits with 5# /acre "Redtop" grass, 20# /acre "Rye Grass 20# /acre "Blue Gross 25# /acre "Tall Fescue" gross, and 6600#/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. 13. 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 grade. t PLANS PREPARED BY: W EI HE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE: (317) 846 -6611 FAX: (317) 843-0546 CONTACT PERSON: DAVE .BARNES SITE LOCATION MAP *PROJECT LOCATION 14. 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 contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and /or the engineers of any changes, errors, or omissions found on these plans or in the field before work is started or resumed. 15. Contractor to record dimensions measured along sewer line from nearest manhole to each sanitary sewer lateral. 16. Contractor to record dimension of each water stub from nearest fire hydrant measured along the water main. 19. The above locations of laterals, along with any other construction changes are to be Incorporated on the original construction drawings and record drawings submitted to the City Engineer's Office as soon after completion of construction as possible. 20. Contractor shall verify subsurface conditions prior to bidding. 21. "The engineer disclaims any role in the construction means and methods associated with the project as set forth in these plans." 22. No sprinkler systems shall be ploced within the right of way without obtaining a permit from the Hamilton County Highway Department. The Highway Department reserve the right to deny a permit to install sprinkler systems within the right of 23. All electrical light posts must be set bock in the designated utility easement as shown in the construction plans. Any lights which are installed within the dedicated right of way shall be removed or relocated at the Developers expense. 24. All construction operations must be constructed as shown in the approved construction drawings. Variances from the construction drawing must be approved by the appropriate deportment before it is constructed in the field. All unauthorized items which are not constructed as shown in the approved drawings may result in the removal and reconstruction of the item(s). 25. No decorative signs, sprinkler systems, trees or other such amenities are permitted in the right of way. 26. All drainage pipe and ditch outfalls to receiving streams shall be constructed in accordance with drawings, subject however, to any modification required by the County Drainage Board at the time installation is completed and to any adjustments needed for field conditions that could not be anticipated on the design drawings. DESIGN SPEED 25 KPH CYRREN T ZON/NO: 5-7 *SUBMITTAL UNDER OPEN SPACE STANDARDS CARMEL /CLAY SUBDIVISION CONTROL ORDINANCE. way. 3 2 INDEX RVISIONS lJ '21P' 011011g w uz W a. M N 1-a SHEET NO. v) M CO ca PROJECT NO. 1 z (0 v7 w 0 v7 0 V) 0 a. tal U r 0 0 Pr) C?. 'Ga c 1 a Y 4 1 0398 STATE OF r A N U SU R\i ifff Wog --0950 0 0 NJ a A o w (I) 0 U .Q Q