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HomeMy WebLinkAboutC804 WATER & SANITARY DETAILSNOTES: 1. FOR USE ONLY IN LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING. 2. ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3" BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE EXISTING LATERAL STUB. vvv 4" SEWER FOUNDATION J ,.,A MX/ I ter, 6" MINIMUM SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL WATER MAN CONNECTON DETA L 6" PVC CAP NEENAH R-1972-AL OR EAST JORDAN V-1601-1 WITH SEWER 01\I CASTING 36"X36"X6" CONCRETE APRON WITH FIBERMESH REINFORCEMENT NO SCALE 6" PVC CAP FINAL GRADE 6" PVC PIPE MINIMUM SDR 35 TRACER WIRE (6"X6"X6") TEE-WYE rvvvvvvvvvvv� vvvvvvvvvvvvv rvvvvvvvvvvvvv• vvvvvvvvvvvvvv MIN. 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING FINAL GRADE TRACER WIRE 6" PVC PIPE MINIMUM SDR 35 (6"X6"X6") TEE-WYE 6" SEWER LATERAL NOTES: vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv�•vt�� #8 STONE BELOW CONCRETE 1. FOR USE WITH HARDSCAPE vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv• vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv APRON TO PREVENT SURFACES AND ALL OTHER vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv- INSTALLATIONS BEYOND THREE SETTLING EXTEND TO FEET OF BUILDING. UNDISTURBED EARTH 2. CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. _r i•+_ ___ _ I I I1:1:1: _ _ Title: WATER MAN CONNECTON DETAIL NO SCALE • Manhole Frame and Cover Heavy Duty: Neenah R-1642A or Equal Watertight: Neenah R-1916-F or Equal Concrete Adjusting Rings Limited to (3) Rings. Maximum Combined Height of 12". Rings Must be Butyl Rubber Coated With Plastic Wrap Cover. i Y ' Butyl Rubber Coating With .8 Mil Plastic Wrap Cover At All Joints And Lift Holes Typical: 12" Wide Remove Manhole Steps If Requested By Utility Set Barrel Joints With Gasket Equal to ASTM C-443 And On Minimum of 1" Wide Kent Seal •it Watertight Flexible Boots Must % •• : • ' :,� ':: «, ' y Be Used At All Openings Bed Base Section In Min. 6" Compacted #8 Granular Material Citv of Cc Finished Pavement per Engineering Dept. Specs NOTES 1. All Manhole Sections Must Conform To ASTM C478 Specifications. 2. Type I - 4'-0" I.D. For Sewers 18" Dia. & Smaller 3. Type II - 5'-0" I.D. For Sewers 21" Dia - 30" Dia. 4. All Openings & Flow Channels Must Be Precast. 5. All Manhole Sections Must Have Minimum 10 Mil Bituminous Coating Applied to Entire Exterior. 6. All Lift Holes Must Be Filled With Sealant Approved By Utility. 7. Manholes Shall Be Installed At Distances No Greater Than 400' Apart TE COLLAR /</<// ARREL BARREL TOTED K1'-6" WOOD 'ING THYLENE-, ---- ---.-- �i PSI CONIC. 3T BLOCK TRENCH WIDTH SIDE VIEW FRONT VIEW GATE VALVE BOX SETT N G NO SCALE 6" MINIMUM OF TOPSOIL OR L COMPACTED AGGREGATE #53 I I PAVEMENT SECTION VARIES I leLMIT OF SUBGRADE \���7 1 FINAL BACKFILL SHALL BE PER NOTE 1. MINIMUM COVER SHALL BE PER NOTE 3. BEDDING, HAUNCHING, TRENCH WIDTH, INITIAL BACKFILL MATERIALS, PIPE MATERIAL PER UTILITY PLACEMENT, AND HAVING JURISDICTION OVER COMPACTION PER INSTALLATION. STANDARD PRACTICE OF UTILITY HAVING JURISDICTION OVER Bid INSTALLATION. WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R/W NOTES. NO SCALE 1. FINAL BACKFILL FOR UTIUTY INSTALLATIONS WHERE V IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM UFTS TO NOT LESS THAN 95X STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP r OF THE EXCAVATION BELOW THE UMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95X STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WILL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 2 THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM AND CAN CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W UMITS. 3. FOR UTIUTY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTIUTY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN UME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE UMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO W. STANDARD CITY OF CARMEL STANDARDS DRAWING WATER & SEWER MAIN AND LATERAL TRENCH 10-32 FOR UTILITY INSTALLATIONS WITHIN CITY R�ETAIL W WATER MAN CON N ECT ON DETAIL Manhole Frame and Cover Heavy Duty: Neenah R-1642A or Equal Watertight: Neenah R-1916-F or Equal Concrete Adjusting Rings Limited to (3) Rings. Maximum Combined Height of 12". Rings Must be Butyl Rubber Coated With Plastic V\ Cover. NO SCALE • Kent Seal or Equal Between Casting, Asjusting Rings and Manhole Section New Pipe Shall Be Existing Water Main Installed Under The Tapping Sleeve Existing Water Main See Trench Detail For BOCkfill Requirements ® valve New Water Main varies Tee Bend As Required varies Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. Existing Water Main � vvvvvvvvvvv�� vvvvvvvvvvv• 12" Min. j vvvvvvvvvvv vvvvvvvvvv / vvvvvvvvvvv vvvv ° ° ° ° ° New Water Main vvvv vvv ' vvv vvv / vvv vvvv vvvvv vvvv / vv vvvvvv Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02, Size No. 8 SECTION WATER MAN CON N ECT ON DETAIL NO SCALE PRESSURE PIPE JOINT RESTRAINT TABLE Length Of Pipe To Be Restrained In Each Direction From ? Of Bend Based On 150 PSI Test Pressure Degree Of Bend 6" 8" 10" 12 14 16" 18" 20 24 50" 90^, Tees 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' & Plugs 45- 7' 9' 11 ' 15' 15' 17' 19' 21 ' 24' 29' 22-1/2- 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11-1/4 - 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' 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. JO NT RESTRA NT TABLE NO SCALE Mueller Centurion A - 423, Or Equal Painted "Safety Yellow" 3'-0" 6 "Valve Box Min. L I c 6" Gate Val ve Q ° Q Water Main Q ° Q Bedding Material Conforming To Q Q °Q Q Q Q 4 Q Q INDOT 903.02, Size No. 8 Q a.a One 8"x8"x16" Solid Conc. Block Or 6"Min. Tee — M.J. Hydrant AssemClass'B" Concrete Restrained Length And Fittings Base On Undisturbed As Required ground. No tes: 1. At High Points Along Main Water Line Where 5. Hydrant Valves must be restrained to the tee Indicated On Drawings, Anchoring Tee Shall with either all thread, or an anchoring tee. Be Set At 45^ Angle Upwards And Connected To 6" 45 - Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. TI TILE: J. Hydrants Shall Be Set At 500' Max. Horizontal CITY OF CARMEL FIRE HYDRANT Distance, Or Less As Specified By Fire Department 4. All valves must include Posi-Cap or equivalent STANDARD DETAILS ASSEMBLY Drawn By. Date: March 01 Scale: Not To Scale Jones & Henry Drawing Name: CW8 Engineers, Inc. C A' R ME 7 VEER PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: p•8• J: -iSTfRF .%�1,9 No. 910023 ;• STATE OF : ?A. . Off• � � ,.� By: Developer: P E D C O R DEVELOPMENT CO. Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFICAND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01 /30/2023 Drawn By Checked By DBH RDM Last Revision Date - Project Number: 21071.001 Sheet Title: WATER & SANITARY DETAILS Sheet Number: WATER MAN CON N ECT ON D ETA L NO SCALE WATER MAN CON N ECT ON DETAIL NO SCALE F RE HYDRANT ASSEMBLY NO SCALE C804