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Supplemental Engineering Standards 2010CST) IN THE CO�� Engineering Supplements Index of Sections Section 1 Introduction Section 2 Technical Specifications Supplement To the "2009 Green Book" Section 3 Stamped Concrete Standard Specifications Section 4 Street Sign Specifications Section 5 Street Light Specifications Section 6 Approved Material List For Public Works Section 7 Standard General Notes Sheets Land Development Grading Capital Improvements Section 8 Standard Detail Drawings Supplement To the "2009 Regional Standard Drawings" Section 9 Trail Standards and Specifications Section 1 Engineering Supplements Introduction Introduction The following information consists of specifications, details, and standards that have been adopted by the City of Poway. These details and specifications supplement the standards of the Regional Standard Drawings, San Diego Area, 2009; the Standard Specifications for Public Works Construction, 2009 edition (Green Book) and the associated Regional Supplement Amendments, 2009; and Caltrans Standard Plans, 2006. The specifications attached also include sections on Stamped Concrete, Streetlights and Signs. The Approved Materials List for publicly owned systems, such as potable water, sanitary sewer, and storm systems are included as a guide to materials to be included in the design specifications of either a Public Capital Improvement project, or a private development project that may include one or all of these systems. For all developments within the City of Poway, Standard Title sheets with notes and standards, shall be included in all design documents submitted for approval by the City of Poway. Street design indexes and standard sections for street designs are included as amendments to the City of Poway's General Plan for Specific Plans that are located within the City. These Engineering Standards for the City of Poway have been approved and adopted. obey J. kanis Director of Developrftefit Services J�h.D.raux -Lem Leah Browder Director of Public Works L "J, P"""i Mark Sanc`11hez uIr Director of Safety Services Frank Casteleneto City Engineer Section 2 Engineering Supplements I-/?- Y IN THE C o Technical Specifications Supplement To the "2009 Green Book" FORWARD These Supplemental Amendments have been prepared by the City of Poway and adopted by the City Council for use in the City of Poway in conjunction with the Standard Specifications for Public Works Construction, 2009 edition ( "Green Book "); and the 2009 Regional Supplement Amendments prepared by the County of San Diego. The specifications contained herein take precedence over the specifications contained in the Standard Specifications for Public Works Construction, 2009 edition, and the 2009 Regional Supplement Amendments. These specifications are intended to be used only in the City of Poway. 'Added Section WDevseM2010 Eng SupplementsWmendments_May.doc TABLE OF CONTENTS PART 2 CONSTRUCTION OF MATERIALS SECTION 202 - MASONRY MATERIALS 202 -1 BRICK -1.5.1 Mortar SECTION 207 - PIPE 207 -10 STEEL PIPE* - 10 -2.9. Dielectric Connections* 207 -17 PVC PLASTIC PIPE -17.1 General 207 -25 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE -25.1 Polyvinyl Chloride (PVC) Pressure Water Pipe -25.2 Manufacturing Requirements* - 25.2.1 PVC Compounds* - 25.2.2 Markings* - 25.2.3 Joints* - 25.2.4 Fittings* -25.3 Protection of Materials* 207 -26 PIPE APPURTENANCES -26.1 Water Services 50 mm (2 -inch) and Smaller -25.2 Fire Hydrants -25.3 Gate Valves -25.4 Butterfly Valves -25.5 Manual Air Release and Blow Off Assemblies* -25.6 Post indicator Valves* PART 3 CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300 -2 UNCLASSIFIED EXCAVATION -2.3 Overshooting SECTION 302 - ROADWAY SURFACING 302 -5 ASPHALT CONCRETE PAVEMENT -5.6 Rolling -5.6.2 Density and Smoothness *Added Section MiDevseM2010 Eng Supplements\Amendments_May.doc SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION 306 -1 OPEN TRENCH OPERATIONS -1.1 Trench Excavation -1.1.1 General -1.1.9 Temporary Asphalt Patching -1.2 Installation of Pipe - 1.2.14 Field Jointing of Cement Mortar -Lined Steel Pipe* -1.4 Testing Pipelines -1.4.5 Water Pressure Test -1.4.7 Televising Sewer Mains and Storm Drains -1.4.9 Leakage Test for Sewer Manholes SECTION 310 - PAINTING 310 -5 PAINTING VARIOUS SURFACES -5.5 Painting Lumber -5.5.1 Paint 310 -6 PAINTING MASONRY* -6.1 General* *Added Section M: \DevservM10 Eng SupplementsWmendments_May.doc SECTION 202 - MASONRY MATERIALS 202 -1 BRICK 202 -1.5.1 Mortar. Add the following: Hydrated lime shall conform to Specifications for Hydrated Lime for Masonry Purposes, ASTM C207. SECTION 207 - PIPE 207 -10 STEEL PIPE `207- 10.2.9 Dielectric Connections Insulating bushings shall be molded "Lexan" polycarbonate insulating bushings as approved by the City. Pipe Wrap shall be as indicated on the Standard Drawing and shall be supplied in four - inch rolls. Prior to application of the pipe wrap, the copper tubing or brass pipe, fittings, valves, or corporation stops within four feet of the main (measured horizontally) shall be thoroughly cleaned of all dirt and grease, and dried. The tape shall then be wrapped tightly around the cleaned copper tubing or brass pipe, fittings, valves, or corporation stops. For each layer, the tape shall be lapped a minimum of 3/8 inch. 207 -17.1 General. Amend last sentence of first paragraph to read as follows: Pipe, fittings, couplings, and joints shall conform to the requirements of ASTM 3034 for diameters from 4" - 15 and ASTM F679 for diameters 18" - 24." Pipe shall have a minimum SDR of 35. Add the followin Pipe stored at the worksite shall be protected from direct sunlight. Any pipe showing signs of fading shall be considered damaged and removed from the site. 207 -25 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE 207 -25.1 Polyvinyl Chloride (PVC) Pressure Water Pipe Add the following: These specifications apply to polyvinyl chloride pressure pipe (PVC) to be used for the conveyance of potable and reclaimed water. 'Added Section - 1 - RkDevservU010 Eng SupplementsAmendments_May.doc Pipe shall conform to the requirements of AWWA C900 for 4" - 12" diameter pipes. The class of pipe shall be specified on the Plans and Specifications. All Class 150 pipe shall conform to the requirements of DR18, and Class 200 pipe shall conform to the requirements of DR14. Pipe shall conform to the requirements of AWWA C905 for 14" - 36" diameter pipes. Minimum acceptable pressure rating (PR) shall be 235 psi. *207 -25.2 Manufacturing requirements. *207- 25.2.1 PVC Compounds. Compounds used to manufacture PVC pressure pipe fittings and couplings shall conform to the requirements of ASTM 1784. *207- 25.2.2 Markings. All pipe, fittings, and couplings shall be clearly marked as follows 1. Nominal pipe diameter 2. Class of pipe *207 - 25.2.3 Joints. All joints shall be bell and spigot type. Provisions must be made for expansion and contraction at each joint with an elastomeric gasket. Gaskets shall conform to the requirements of ASTM F477. Bells shall be an integral wall section with a solid cross - section gasket. *207- 25.2.4 Fittings. Fittings shall be either PVC or ductile iron "push -on" type. PVC fittings shall conform to the requirements of Section 207 -21. Ductile iron fittings shall be "push -on" type and shall conform to the requirements of ANSI A21.53 (AWWA C153) with a minimum working pressure of 350 psi. Cement lining and gaskets shall conform to ANSI A21.4 (AWWA C104) and ANSI 21.11 (AWWA- C111), respectively. *207 -25.3 Protection of Materials. All pipe stored on site shall be covered in a manner that will protect it from direct sunlight. Any pipe showing discoloration or fading, shall be considered damaged and removed from the site. 207 -26 PIPE APPURTENANCES 207 -26.1 Water Services 50 mm (2 -inch) and Smaller Amend this section as follows: Copper Tube: Copper tubing for air and vacuum valves, manual air release, blow -off valves, backflow prevention for sprinkler systems, and water service assemblies shall conform to the requirements of ASTM B88, Type "K ". All tubing shall be soft (annealed). Flare fittings shall consist of bronze threaded fittings with flare seat, and bronze companion flare tailpiece. Flared fittings shall conform to ANSI B16.26. or G70.1. Copper tubing bends shall be made with wrought copper solder fittings, conforming to ANSI B16.18 or B16.22. Solder shall be high grade silver solder (15' grade) intended for use in high pressure copper tube water lines. *Brass Pipe: Brass pipe shall be red brass, threaded, conforming to ASTM B43, regular. Fittings for use with brass pipe shall be cast bronze, threaded, 125 pound, conforming to ANSI B16.15. 'Added Section -2- M:\DevseM2010 Eng Supplements'Amendments_May.doc *General: All nuts and bolts used for fastening any pipe and /or appurtenances to the water system shall be standard hexagonal head machine bolts and hexagonal nuts conforming to ASTM A307, Grade B, except all buried valves, which shall be jointed to connecting pipe or adapter with ASTM A320 (Grade 68M and M [AISI 316]) stainless steel nuts and bolts. All bolt threads shall be lubricated with graphite or oil prior to installation. 207 -26.2 Fire Hydrants. Amend this section as follows: Bodies shall be cast - bronze with a minimum working pressure rating of 150 psi and shall equal or exceed AWWA C503. Base shall be drilled for six bolts except when 8 -hole drilling is specified or shown on the plans. Stems shall have "0" ring packings. Plastic protector caps and chains with fasteners shall be supplied for all outlets. All hose outlets shall have "National Standard Hose Threads" (NFPA Handbook - American National Standard Fire Hose Coupling Screw Threads). Two -way hydrants shall be provided at all locations where fire hydrants are indicated, unless otherwise shown on the Plans or specified herein. In commercial, industrial, and high - d'ensity residential zoned areas, three -way hydrants shall be provided. Two -way hydrants shall consist of one 2' /z -inch and one 4 -inch hose outlets, steamer type. NOTE: Three -way hydrants with two 2' /z -inch outlets and one 4 -inch outlet may be used in commercial areas with the approval of the Fire Marshall. Three -way hydrants shall consist of one 2 % -inch and two 4 -inch hose outlets, steamer type. Hydrant Buries shall be heavy cast iron, designed for use at a normal operating pressure of 200 psi, and shall be 6 -inch diameter with 6 -inch inlet bell and 24 -inch or 30 -inch flanged riser, consistent with spool and head flange drillings. Bury extensions shall be flanged and of similar design and construction. The interior surfaces of all buries shall be lined with 5/16 -inch cement mortar. Exteriors shall be coated with asphalt varnish. Scored Spools shall be cast iron, flanged both ends. The interior surfaces of all spools shall be lined with 5/16 -inch cement mortar. Exteriors shall be coated with asphalt varnish. Spools 12 inches and longer shall be scored on both ends, 3 inches from face of flanges. Spools less than 12 inches long shall be scored in the middle. The score shall be a V- groove, %-inch wide, and from 1/8 -inch minimum to 3/16 inch deep. The face of the flange shall be at least 4 inches, and more than 8 inches above the splash pad. Where there is no concrete curb, the elevation of the top of the spool shall be determined by the City's representative. Nuts and Bolts for cast -iron fittings shall be stainless steel. ASTM A320, Grade 68M and BM (AISI 316). `Added Section -3- M:\Devserv\201 0 Eng Supplements\Amendments_May.doc 207 -26.3 Gate Valves Amend this section as follows Gate Valves, unless otherwise indicated, shall be the same size as the main in which they are installed. All gate valves shall be nonrising stem counterclockwise opening. Valves shall have the same type ends as the pipe or fitting on which they are installed. Valves shall be marked with raised lettering cast on the body, indicating manufacturer and working pressure. Working pressure rating shall equal or exceed that of the pressure class of the adjoining pipe. Three -inch and Smaller Gate Valves: The body and all interior working parts shall be constructed of ASTM B62(85- 5 -5 -5) Copper Alloy 836 bronze -- except stem shall be copper silicon and /or copper nickel alloy and shall not contain more than 2% aluminum nor more than 5% zinc, and shall have a minimum tensile strength of at least 60,000 psi, a minimum yield strength of at least 30,000 psi, and a minimum of at least 15% elongation in 2- inches. Handwheels shall be bronze or brass. Valves shall be Jones No. 372, Ohio Brass No. 220, or City- approved equal. Four -inch and Larger Gate Valves: Valves shall conform to all sections of AWWA C500 and the following: Gate valves shall be iron bodied, solid copper alloy internal working parts, parallel faced, double disc bottom wedging valves. The minimum designated water working pressure shall be 200 psi for valves 4 inches through 12 inches, and 150 psi for larger valves. Copper alloy for all internal working parts, including stems, shall not contain more than 2% aluminum nor more than 5% zinc. Bronze shall be ASTM B62 (85- 5 -5 -5) Copper Alloy 836, except that stem shall be copper silicon and /or nickel alloy and shall have a minimum tensile strength of at least 60,000 psi, a minimum yield strength of at least 30,000 psi, and a minimum of at least 15% elongation in 2 inches. All body bolts shall be stainless steel ASTM A320 Grade B8M and 8M (ASTI 316). Valves shall be equipped with operating nuts unless otherwise indicated. Resilient- Seated Valves, unless otherwise indicated, shall be the same size as the main in which they are installed. All resilient- seated valves shall be nonrising stem, counterclockwise opening. Valves shall be marked with raised lettering cast on the body, indicating manufacturer and working pressure. Working pressure rating shall equal or exceed that of the pressure class of the adjoining pipe. 207 -26.4 Butterfly Valves. Amend this section as follows: Butterfly valves shall be tight closing, rubber seated, conforming to AWWA C504 -74. Valves shall be Class 150B with a maximum working differential pressure across the disc of 150 psi and shall be City approved. Valves 12 inches and larger shall be flanged body unless otherwise indicated on the drawings or specified elsewhere. Valves 10 inches and smaller shall be flanged body, or bell type for asbestos cement or polyvinyl chloride pipe. Flanged end (or ends) shall be provided if so indicated on the drawings. Flanged ends shall conform in dimension and drilling to ANSI 'Added Section -4- M:\DevseN\2010 Eng SupplementsAmendments_May.doc B1 6.1 Class 125 cast iron flanges. All exterior cap screws and bolts on valve body shall be ASTM A276, Type 304 or 316 stainless steel. Shafts may consist of straight- through one -piece shafts or may be of the "stud shaft" type. Shaft material shall be ASTM A276, Type 304 or 316 stainless steel; or carbon steel with Type 304 or 316 stainless steel journals and static seals to isolate the interior of the disc and the shaft from water. Discs shall be cast iron conforming to ASTM A48, Class 40; ductile iron conforming to ASTM A536, Grade 65- 45 -12; or alloy cast iron, conforming to ASTM A436, Type 1. The valve disc shall rotate 900 from fully open to the slightly shut position. Valve seat retention and fastening devices when furnished for rubber seats, shall be either ASTM A276, Type 304 or 316 stainless steel; or bronze containing not more that 7% zinc nor more than 2% aluminum. Where the rubber seat is applied to the disc, it shall be vulcanized to a stainless steel seat - retaining ring, which is firmly clamped to the disc by stainless steel nylon locking screw fasteners. Operators shall be of the manual type. The operators shall be of a worm gear, rack and pinion, or traveling -nut type with adjustable stops to limit disc travel and shall be totally enclosed and self - locking. The number of turns to rotate the disc shall vary with the size, but not be less than 2 turns per inch diameter valve size through 8 inches, nor less than 30 turns on 10 -inch and larger valves. The operator shall be of the size required for opening and closing the valve at its rated operating pressure for permanent installation and operation in a buried or submerged location and shall be fully gasketed, sealed, and factory packed with grease. Operators for valves to be buried below ground level shall be equipped with standard AWWA 2 -inch square operating nuts. All exterior cap screws shall be ASTM A276, Type 316 or 304 stainless steel. Operators for valves to be located above ground level or in vaults below ground level shall have a disc position indicator and a handwheel or crank. Adapters, when required, shall conform to the standard Drawing for Butterfly Valve Assembly. Cast iron (ductile) adapters shall conform to the requirements of ANSI A21.10, (A21.53) AWWA C110, (AWWA C153). Flanges shall conform to ANSI B16.1, Class 125 unless otherwise specified. The thrust collar adapter (required on 12 -inch valves and larger) shall have the collar integrally cast with the adapter or welded to be equal in strength to a cast collar. Interior surface of adapter fittings shall be mortar lined and seal coated in accordance with ANSI A21.4 (AWWA C -104). Four -inch and Larger Resilient- Seated Valves: Valves shall conform to all sections of AWWA C509 and the following: Valve bodies shall be iron bodied. The minimum designated water working pressure shall be 200 psi for valves 4 inches through 12 inches, and 150 psi for larger valves. Copper alloy for internal bronze parts, including stem, shall not contain more than 2% aluminum or more that 5% zinc. Bronze shall be ASTM B62 (85- 5 -5 -5) copper alloy 836, except that stem shall !be copper silicon and /or nickel alloy and shall have a minimum yield strength of at least 60,000 psi, a minimum yield strength of at least 30,000 psi, and a minimum of at least 'Added Section - 5 - M: \Devserv\2010 Eng SupplementslAmendments_May.doc 15% elongation in 2 inches. All body bolts shall be stainless steel ASTM A320 Grade B8M and 8M (AISI 316). All valve body interior metal surfaces shall be 12 mil epoxy coated. Valves shall be equipped with operating nuts unless otherwise indicated. Valve Boxes: The lower valve box shall be 6" diameter pipe of material acceptable to the City of Poway. Untraveled Areas - The upper valve box sleeve shall be a 6" ABS or sewer pipe. Valve box covers shall be painted white with 2 coats of traffic marking type paint. Traveled Areas - The valve box and cover shall be SBF 1208. A concrete ring shall be provided to support upper valve box and cover Valve Stem Extensions: Where valve operator nut is 5 feet or more below top of valve box, a galvanized steel extension shall be provided. *207 -26.5 Manual Air Release and Blow Off Assemblies. No hydrants are to be used as blow -off assemblies. Pipe Sleeves and Covers: The steel pipe sleeves shall be C -900 PVC pipe. Valve boxes and covers shall be seated flush with the paved surface of the natural ground or paved surface. The topside of the cover shall be painted with two coats of traffic type paint. Angle Valves shall have bronze bodies conforming to ASTM B62, Copper Alloy 836, rates for 300 psi W.O.B., and brass or bronze handwheel. Discs shall be composition. Stems shall be copper silicon and /or copper nickel alloy. Valve manufacturer shall either guarantee the stem against dezincification for the life of the valve, or shall certify that the stem contains not more than 2% aluminum or more than 5% zinc. *207 -26.6 Post Indicator Valves. Post indicator valves shall consist of an indicator post type non - rising stem gate, resilient -seat or butterfly valve, which is listed and approved by Underwriters' Laboratories, Inc. All devices shall have Underwriters' laboratories, Inc., label affixed thereto. Valves shall be located no further than 40 feet from the nearest fire hydrant. The top of the post indicator valve shall be 36 inches above the adjacent grade. Location or post indicator valves shall be approved by the Fire Marshall. All post indicator valves shall be painted red. SECTION 300 - EARTHWORK 300 -2 UNCLASSIFIED EXCAVATION 300 -2.3 Overshooting. Add the following: Blasting: Blasting for excavation will be permitted only after securing approval of the City Engineer, and only when proper precautions are taken for the protection of persons and property. The hours of blasting will be fixed by the City Engineer. Any damage by blasting shall `Added Section -6- M:\Devserv\201 0 Eng SupplementsWmendments_May.doc be repaired by the contractor at his expense. The contractor's methods of blasting and procedure shall conform to State laws and local ordinances. Precautions should be taken to post signs warning operators of radio equipment to stop transmitting in any area in which blasting operations are in progress. The contractor shall also obtain permission from the Poway Fire Department prior to commencing blasting operations. SECTION 302 - ROADWAY SURFACING 302 -5 ASPHALT CONCRETE PAVEMENT 302 -5.6 Rolling. 302 -5.6.2 Density and Smoothness Amend paragraph five as follows: The compaction after rolling shall be 95 percent of the density obtained by ASTM Test No. D -1560 or ASSHTO T -246 "Resistance to Deformation of Bituminous Mixtures by Means of Hveem Apparatus ". SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION 306 -1 OPEN TRENCH OPERATIONS. 306 -1.1 Trench Excavation. 306 -1.1.1 General. Add the following: The contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. Water shall be disposed of in such a manner as not to be a menace to the public health, and shall meet N.P.D.E.S. requirements. 306 -1.1.9 Temporary Asphalt Patching Add the following: 306 -1.1.9 All temporary asphalt patching within the public right -of -way during the rainy season, October 151 through April 30th, must be a minimum of 3 inches thick of hot patch asphalt. The hot patch asphaltic material shall comply with Green Book specifications for C -2 PG 64 -10. The surface shall be level with the existing AC surface, and at a minimum the compactive effort shall be completed with a loaded backhoe. 306 -1.2 Installation of Pipe. '306- 1.2.14 Field Jointing of Cement Mortar - Lined Steel Pipe. Rubber Ring Joints shall be completed in the trench. The ends of the pipe shall be thoroughly cleaned and positioned for joining. Vegetable soap solution shall be applied to the inside of the bell, and the rubber gasket snapped into the groove on the spigot end. The bell 'Added Section - 7 - KkDevsenA2010 Eng SupplementstAmendments_May.doc end shall be coated with cement mortar in such a manner and in sufficient quantity to completely fill the recess between the respective linings of the two joined sections of pipe. The spigot end shall then be entered into the bell end of the adjacent pipe section the distance shown on the shop drawings. The steel jumper rod shall then be welded into place to form an electrical bond between joined pipe sections. The outside joint recess shall be grouted with cement mortar after a fabric diaper has first been placed around the joint and tightened securely to prevent leakage while the mortar is being poured. The diaper shall be made of heavy -duty polyethylene fabric of sufficiently close weave to prevent cement loss from the mortar. The fabric shall be hemmed on each edge and shall contain a metal strap within each hem sufficiently longer than the circumference of the pipe to allow a secure attachment of the diaper to the pipe. The diaper width will depend on pipe size and design and shall be the width recommended by the manufacturer. Following installation of the diapers, the joints shall be poured and rodded form one side only until the mortar comes up to the top of the diaper on the opposite side. Approximately one hour subsequent to the pouring of the joint, the joint shall be rechecked, and if any settlement, leakage, or shrinkage has taken place, the joint shall be refilled with mortar. The diaper shall be stripped and the joint inspected all around, repaired if necessary, and given a heavy coating of curing compound at the earliest practicable time after the mortar has hardened sufficiently. Joint mortar shall be protected from direct sunlight for at least 14 days by covering with burlap, heavy paper, or moist backfill material. Water shall not be allowed to enter the pipe until 36 hours after placing joint mortar. Welded Joints shall be completed in the trench. When the pipe is being laid, both the spigot and the bell ends shall be thoroughly cleaned of all foreign matter; and all protective materials shall be removed from the surfaces that are to be in contact at the joints. Just prior to joining the two ends together, each end of the pipe shall be "buttered" with cement mortar in such a manner and in sufficient quantity to completely fill the space between the respective mortar linings. After the joining is completed, the pipe interior shall be swabbed to remove all excess mortar by drawing an approved type swab or squeegee through the pipe. For pipe 24 inches in nominal inside diameter and larger, a' /2 -inch recess between adjacent linings shall be provided and later pointed from the inside with cement mortar and troweled smooth. All field welding shall conform to AWWA C206 and shall be done by experienced welders qualified in accordance with that standard. In all hand welding, the metal shall be deposited in successive layers and the minimum number of passes or beads in the completed weld shall be as follows: Steel Cylinder Thickness, Inches Smaller than 3/16 3/16 and '% 5/16 3/8 Fillet Weld Minimum Number of Passes 'Added Section M: \Devserv\2010 Eng SupplemenWAmendments_May.doc 8- 4 Where welded joints are designated on the Plans, the pipe may be joined with rubber gaskets as specified above for rubber ring joint in lieu of slip (lap) joints. The outside recess between the bell and spigot shall then be caulked with a rod to facilitate the welding. The weld shall be continuous for the full circumference of the pipe. After the joints have been welded and have cooled, the joint shall be grouted with cement mortar in the same manner as specified for rubber ring joints. Butt Strap Closure Joints shall be completed in the trench after the pipe has been laid to the alignment and the grade shown on the Plans. They shall be field welded to the outside of the pipe along both edges by full circumferential fillet welds or one of the edges may be shop welded and the other field welded. Welding shall be done in the same manner as specified for welded joints. The pipe coupling shall be oriented at the top of the butt strap closure for 16 inches and smaller pipe, and at both sides for large pipe to permit access for mortaring the inside of the joint. After welding and mortaring, the coupling shall be closed with a ferrous plug. All exposed metal surfaces shall be cleaned by wire brushing. The interior of the joints shall be filled with stiff plastic consistency cement mortar in accordance with Appendix A of AWWA C205. Wire fabric, 2" x 4" by 13- gauge, clean and free from rust, shall be applied to the exterior of the joints so that the wire on the 2 -inch spacing runs circumferentially around the pipe. The wire on the 4 -inch spacing shall be crimped in such a manner that the mesh will be held 3/8 inch from the butt strap metal surface. The mesh shall be lapped a minimum of 8 inches and shall be securely wired in position. The joint exterior shall then be coated with cement mortar to a thickness of at least 1 '/ inches over all ferrous metals. Immediately prior to applying mortar to the interior or exterior of the joints, a cement wash shall be applied to the metal surfaces to be coated. Flanged Joints: Steel jumper rods shall be welded to each steel flange to form an electrical bond. Where a cast iron body valve or fitting is located between two steel flanges, the jumper rod shall bridge the valve and form an electrical bond between the steel flanges. Flange faces shall be wire brushed and gaskets shall be thoroughly cleaned just prior to joining. Following the tightening of the bolts, all buried painted and bare metal surfaces including bolts, nuts, jumper rods, and companion flanges shall be cleaned by wire brushing and then washed with cement and encased in cement mortar as specified above for butt strap closure joints. Where pipe coating has been held back to facilitate bolting, the coating shall be built up to at least 1/2 inch greater than the required minimum coating thickness for pipe near a flange. Following application of the mortar encasement, the joint and the adjoining sections of pipe within a distance of two pipe diameters of the joint shall be wrapped with polyethylene film in accordance with AWWA C105. Flexible Coupling Joints shall be completed in the trench after the pipe has been laid to the alignment and grade shown on the plans. Each pipe end for a distance of 6 to 8 inches back from the end shall be thoroughly cleaned to remove oil, dirt, loose scale, rust, and other foreign matter. Flanges, gaskets, and sleeves shall then be assembled on the pipe ends in accordance with the manufacturer's recommendations. Gaskets, pipe ends, and coupling 'Added Section -9- M:\Devserv\201 0 Eng SupplementsWmendments_May.doc sleeve flares shall be lubricated with a vegetable soap compound to facilitate the joining. Coupling sleeves shall be accurately centered over the pipe ends and one pipe end shall touch the coupling sleeve centering stop if the coupling sleeve is so equipped. Bolts shall be tightened to the torque recommended by the manufacturer with a torque wrench in the presence of the City's representative. A steel jumper rod shall be placed around the coupling and welded to each steel cylinder of pipe section being joined through the coupling. It shall also be welded to the coupling itself. All exposed couplings, bolts, nuts, and pipe metal surfaces shall be cleaned, cement mortar encased, and polyethylene wrapped as specified for flanged joints above. Cement Mortar for encasing, buttering, pointing, and grouting shall comply with the requirements of -AWWA C205. 306 -1.4 Testing Pipelines 306 -1.4.5 Water Pressure Test Amend as follows: L = Maximum allowable leakage in gallons for a four -hour test, for section of pipeline tested. C = 1.0 for PVC pressure pipe. 306 -1.4.8 Televising Sewer Mains and Storm Drains Amend this section as follows: All sanitary sewer lines 6 inches and larger in diameter shall be video inspected prior to their acceptance. The video inspection is to be scheduled after all air, wayne ball, and mandrel testing has been completed. Any deficiencies found during video inspection shall be corrected by the contractor at his expense. All repairs performed will be subject to further video inspection. For sewer mains located in streets, the roadway will have compacted subgrade in place, surrounding all sewer manholes. For sewer mains located in easements offsite of roadways, the contractor will provide a 10 -foot wide graded access road with a 20 -foot wide graded radius around all manholes. In all cases, the manhole frame and cover will be a minimum of 3 inches above grade, and a maximum of 12 inches above grade. *306 -1.4.9 Leakage Test for Sewer Manholes. When air pressure test (Section 306 - 1.4.4) is used to test sewer mains, all manholes shall be tested by the water exfiltration method (Section 306 - 1.4.2). All inlets and outlets to the manhole shall be plugged to prevent leakage. The allowable leakage shall be one gallon per hour, for manholes five feet in diameter or smaller. Bolt down lids shall be required in unpaved areas. SECTION 310 - PAINTING 310 -5 PAINTING VARIOUS SURFACES. *Added Section - 10 - M: \Devsew\2010 Eng SupplementsAmendments_May.doc 310.5.5 Painting Lumber 310 -5.5.1 Paint. Amend to read as follows: Exterior wood surfaces shall receive two primer coats and two finish coats. Primer shall be two coats of white undercoat; each applied to a minimum dry film thickness of one mil. Interior wood surfaces shall receive one primer coat and two finish coats. Primer coat shall be one coat of white undercoat applied to a minimum dry film thickness of one mil. *310 -6 PAINTING MASONRY. *310 -6.1 General. Masonry construction and surface preparation shall conform to Section 303 -4. Masonry surfaces shall be painted as follows: Exterior surfaces shall receive two coats of primer - sealer, and one finish coat. Interior surfaces shall receive one coat of primer - sealer, and one finish coat. *Added Section - M: \Devsem\2010 Eng SupplementsWmendments_May.doc Section 3 Engineering Supplements Stamped Concrete Standard Specifications STAMPED CONCRETE GENERAL: Stamped concrete pattern and color must be approved by the Planning Department for issue of right -of -way permit. Submit: 1) color sample; and 2) patterned drawing. Colored, imprinted concrete shall be bomanite or an approved equal. The concrete shall be integrally colored throughout the concrete mix. LINE & GRADE: The configuration of the drive approaches shall conform to the San Diego Regional standard drawing #G -14 for residential driveways and San Diego Regional Standards. The thickness of the concrete has been increased to 6'/�" (min.) thick. No stamped concrete shall be used for driveway approaches adjacent to concrete sidewalks. The subgrade for the drive approach must be compacted to 90% of the maximum dry density of the soil encountered. Sidewalks shall conform to G -7 of the San Diego Regional Standard Drawings and the joint locations in the sidewalk shall conform to G -9 of San Diego Regional Standard Drawings. The thickness of the sidewalk shall be increased to 5" (min.). The subgrade of the sidewalk shall be compacted to 90% of the soil's maximum dry density. CONCRETE MIX DESIGN: The concrete shall be 560 -B -3250 (minimum compressive strength of 3250 psi). Portland cement shall conform to ASTM C150, Type I, II, V depending on soil conditions. Aggregates shall conform to ASTM C33. Mixing water shall be fresh, clean, and potable. The color of the concrete must be integral to the mix and shall comply with ASTM C309 INSTALLATION: The surface of the stamped concrete shall be covered with a sheet of plastic or visquene before stamping so that the product would be smooth and free of nicks and pot marks. After stamping and removal of visquene, a light trowel /broom finish may be needed, as directed by the Engineer. TEXTURES: The depth and width of the stamped impressions in the concrete shall not exceed 3/8 inches. MADevserv\2010 Eng Supplements \Stamped Concrete_May.doc - 1 - Revised March 2004 Section 4 Engineering Supplements Street Sign Specifications SECTION 11 CONSTRUCTION DETAILS AND MATERIALS FOR PORCELAIN STREET NAME SIGNS P9FL 11 -1 EXISTING SIGNS - the contractor shall be responsible for removal, salvage, and delivery of existing signs to City Central Supply Warehouse. . a. Existing signs are in concrete and /or dirt; contractor should check locations to be certain. b. Existing signs shall not be cut off at ground level and hole patched. C. Locations of new signs will be generally at the southeast corner 7 feet behind the curb return or as specified by the Engineer. 11 -2 PROPOSED PORCELAINS SIGNS a. Blanks - Sign blanks shall be fabricated from one piece of 16 -gauge steel; punched, formed, and seam welded into a tubular shape prior to enameling. Size 9" x 30" x 1 ", typical. b. Finish - Signs to be coated face and back with a ground coat of porcelain enamel at such temperature to fuse the porcelain to the steel. Over this shall be applied such succeeding coats as may be necessary, of a type specially formulated for outdoor sign service and to produce the conventional gloss and color. Signs shall conform to the recommended standards as established in form PEI -S- 100(65) by the Porcelain Enamel Institute. C. Color - The finished color coat shall be #7 brown with ivory color copy. The street name is to be reflectorized with fused porcelain beads. d. Legend - Street name legends shall be 6" upper case. Block numbers and suffix shall be 2" upper case. A City logo, 4 -3/4" wide and 3 -3/8" high to be on left side of street name. City name to be 7/8" copy across the top of the sign. All in ivory color and reflectorized. Mounting hardware - 2 NPC2.5 2 NPC1 2NB20.5 Post - Length - 10 feet Aluminum - 6063 - T6 Alloy Outside Dimension - 2 -7/8" Inside Dimension - 2 -1/2" Schedule 10, Seamless MADevservt2010 Eng Supplements\Street Signs_May.doc - 1 - Revised May 2010 Post Cap 2 -1/2" I.D. Cross Saddles Bolt, 20 -1/2" x 5/8" with (Galvanized) Nut and Washer g. The Contractor must examine similar signs already installed before any new sign is fabricated. The new signs must match the signs already installed in quality, color, and finished details. Abbreviations are as follows: Road = RD Drive = DR Lane = LN Court = CT Street = ST Avenue = AVE Way = WAY Trail = TRAIL Place = PL Terrace = TER STREET NAMES ALL IN CAPITAL LETTERS M: \Devsew\2010 Eng Supplements \Street Signs_May.doc - 2 - Revised May 2010 Section 5 Engineering Supplements �nrnrOnmrJ �9g0 ��TY �N THE COv Streetlight Specifications TABLE OF CONTENTS - STREETLIGHT SPECIFICATIONS 209 -2 MATERIALS 209 -2.2 ANCHOR BOLTS 307 STREET LIGHTING AND TRAFFIC SIGNALS 307 -2 CONSTRUCTION GENERAL 307 -2.2 FOUNDATIONS 307 -2.2.1 FOUNDATION CAP 307 -2.3 STANDARDS AND STEEL PEDESTALS 307 -2.3.1 CONCRETE POLE 307 - 2.3.1.1 STRUCTURAL REQUIREMENTS 307- 2.3.1.2 CONCRETE POLE CONSTRUCTION 307 -2.3.2 STEEL POLE 307 -2.3.3 PLUMBING 307 -2.3.4 MAST ARMS 307 -2.4 PULL BOXES 307 -2.4.1 MATERIAL 307 -2.4.2 LOCATION OF INSTALLATION 307 -2.4.3 INSTALLATION CRITERIA 307 -2.5 CONDUIT 307 -2.6 WIRING 307 -2.6.1 SIZE AND RATING OF WIRE AND CONNECTORS 307 -2.6.2 COLOR CODINIG 307 - 2.6.2.1 120 -VOLT CIRCUITS 307 - 2.6.2.2 240 -VOLT CIRCUITS 307 -2.6.3 SPLICING OF WIRES M: \Devserv=10 Eng Supplements \Tbl of Cont- StLights_May.doc 307 -2.6.4 EXCESS WIRE IN PULL BOXES 307 -2.3 STREET LIGHTING CONSTRUCTION 307 -3.5 LAMP SIZE AND IDENTIFICATION 307 -3.5.1 LOW PRESSURE SODIUM VAPOR LAMPS 307 -3.5.2 BALLASTS 307 -3.5.3 PHOTOELECTRIC CONTROL UNIT 307 -3.5.4 FUSES 307 -3.5.5 FUSE HOLDERS 307 -16 ADDITIONAL INFORMATION 307 -3.6.1 SAN DIEGO GAS & ELECTRIC (SDG &E) CONNECTION 307 -3.6.2 RECORD DRAWINGS 307 -3.6.3 GUARANTEE 307 -3.7 OTHER NOTICES 307 -3.7.1 GENERAL M: \Devserv\2010 Eng Supplements \Tbl of Cont- StLights_May.doc STREET LIGHT SPECIFICATIONS SECTION 209 — ELECTRICAL COMPONENTS 209 -2 MATERIALS. 209 -2.2 Anchor Bolts. (Delete section in its entirety and replace with the following): Anchor bolts shall be of the type and size as shown on Regional Standard Drawing E -1. Anchor bolts shall conform to the specifications of ASTM A -307, and shall be provided with two nuts and two washers each. Bolts, nuts, and washers shall be galvanized by the hot -dip process conforming to ASTM A -153 or cadmium plated with Type NS coating conforming to ASTM A -165. Direct bury or embedded installation is not allowed. SECTION 307 — STREET LIGHTING AND TRAFFIC SIGNALS 307 -2 CONSTRUCTION GENERAL. 307 -2.2 Foundations. (Add the following): Installation shall be according to Regional Standard Drawing E -1 and E -2. Streetlight poles shall be installed 7 feet behind the face of curb or berm, unless otherwise approved by the Engineer. Foundation shall be anchor base. Direct burial will not be allowed. Streetlight Mounting Heights 1. Pole height measuring from ground surface (t2 feet): 28 feet for 180 -watt units 25 feet for 90 -watt units 2. Luminaire mounting height ( ±1 foot): 30 feet for the 180 -watt units 27 feet for 90 -watt units 307 -2.2.1 Foundation Cap. (Add the following): Foundation cap is to be poured onto a clean base surface with continuous concrete from base to cap. 307 -2.3 Standards and Steel Pedestals. (Add the following): 307 - 2.3.1. Concrete Pole. (Add the following): 307 - 2.3.1.1 Structural Requirements. (Add the following): Ultimate strength of a pole shall be calculated in accordance with the latest revision of American Concrete Institute (A.C.I.) standard 318. Under working loads (including wind loading), the pole must not be stressed beyond the cracking strength. Wind loads shall be as specified in the last edition of the AASHTO standards. The American Association of State Highway and Transportation Officials in their publication, "Standard Specification for Structural Supports for Highway Signs, Luminaries and Traffic Signals," stipulates that poles shall be of sufficient strength to support a single LPS luminaire weighing 90 pounds, 5 feet in length, with an EPA of 4 square feet in an 80 MPH wind zone. 307 - 2.3.1.2 Concrete Pole Construction. (Add the following): Concrete poles shall be tapered, centrifugally cast, and pre- stressed. They will be round, black and white marble aggregate, or naturally exposed aggregate. Other colors of aggregate may be used with written approval of the Engineer; however pole shape and color shall be uniform for any one project. Replacement poles shall match existing. Aggregate shall conform to current requirements ASTM C33, except that abrasion requirements therein shall not apply, and no more than 7% shall pass a #100 mesh sieve. No dye or sealer shall be used without approval of the Engineer. After exposing the aggregate, the pole shall be coated with a minimum of two coats of flat concrete sealer. The centrifugal casting process shall produce a center duct throughout the length of the pole. This duct shall be free from sharp projections or edges that might damage the wire or cable. It shall be a minimum of 1' /z inch in diameter. All reinforcing steel shall have a minimum cover of 5/8 inch of concrete. After curing, the surface of the pole shall be treated to remove cement latency and to develop the surface texture. When finished, poles shall be without cracks or crazing and shall have a uniform surface (without objectionable mold marks) and texture throughout the entire length. Maximum deviation from string line at any point shall not exceed 0.03 inch per foot of length. Pre - stressing steel shall conform to 9 mm diameter ASTM A -421 indented wire with a minimum ultimate strength of 206,000 psi. Reinforcing bar shall conform to ASTM A -615. Wire for cage shall conform to ASTM A -82. Base plate shall conform to ASTM A -36 and shall be galvanized to ASTM A -123. Steel for luminaire arm, when required, shall conform to ASTM A -53, Grade B, and shall be fully galvanized. The poles shall contain a minimum of 8 strands of 9 mm diameter, solid, indented pre- stressing steel wires to maintain required ultimate strength, pre- stressed to a minimum of 6600# per wire. A mild steel cage consisting of circumferential 12 -guage A -82 wire welded to 4 longitudinal 11 -guage wires at not more than a 4 -inch pitch, shall encapsulate the pre- stressing steel throughout the entire length of the pole. The area of circumferential steel along any three feet of the shaft shall not be less than design. All steel shall be electrically bonded. The cover over the pre- stressing wires shall be no less than '/z ". 307 -2.3.2 Steel Pole. (Add the following): Steel poles may be used on approved or required basis only. Steel poles shall meet the criteria of the Engineer. 307 -2.3.3 Plumbing. (Add the following): Plumbing of the standard shall be accomplished by adjusting the nuts on the anchor bolts before the foundation cap is placed. Shims or other similar devices for plumbing or raking will not be permitted. After plumbing the standard, anchor bolts shall be cut off'' /< -inch above the nuts and exposed surfaces shall be repaired and protected from exposure. 307 -2.3.4 Mast Arms. (Add the following): Poles shall be furnished with a mast arm that provides a minimum of six inches of horizontal straight section at the end of the arm to mount a two -inch I.P.S. slip -fitter type luminaire mount. The mast arm shall be long enough to give a one -foot minimum curb overhang to the luminaire. The usual length for the arm in a typical installation is eight feet. Changes in configuration of mast arms will be permitted, with prior approval of the Engineer, and if the mounting height and stability are maintained. Mast arms shall be 2 inches I.P.S. aluminum, with an elliptical cross section. Aluminum arms shall be made of corrosion resistant alloys, such as Aluminum Association wrought alloys 6061, 6062, or 6063, or cast alloys 319, or 356. Mast arms shall be self- supporting, without braces, scrolls, or rods. Mounting shall be perpendicular to the street centerline unless otherwise shown on the plans. All exposed hardware shall be stainless steel. All protected hardware not visible after installation shall be cast aluminum and /or stainless steel, hot - dipped, galvanized, or cadmium plated steel. 307 -2.4 Pull Boxes. (Add the following): 307 -2.4.1 Material. (Add the following): State No. 3' /z Pull Box (15 3/8" x 10 1/8 ") or equivalent shall be installed per CalTrans Standard Drawing ES -8. Pull boxes and covers shall be of concrete. Pull box covers shall be inscribed "STREET LIGHTING." Covers shall be secured with 3/8 -inch bolts, cap screws or studs, and nuts, which shall be of brass, stainless steel, or non - corroding material. 307 -2.4.2 Location of Installation. (Add the following): A pull box shall be installed within three feet of each street lighting standard. A pull box shall also be installed within three feet of the service point unless the lighting standard is within six feet of the service point. In this case, only one pull box shall be required between the light standard and the service point. Pull boxes shall not be spaced more than 200 linear feet apart. When circuits with multiple lights cross roadways, pull boxes shall be installed at both sides of the road crossings. For single light circuits, pull boxes need not be installed at both sides of the roadway, but only on the side of the roadway opposite the light. Pull boxes shall also be installed where the service run changes direction by more than 30 degrees around corners or curves. Pull boxes shall not be installed in any part of a driveway or other traveled way unless approved by the Engineer. If the pull box is in the traveled way or driveway it shall be provided with a locking metal cover. 307 -2.4.3 Installation Criteria. (Add the following): The bottom of each pull box shall rest firmly on a 6 -inch thick bed of 1- inch crushed rock extending 6 inches beyond the outside edges of the pull box. Pull boxes in the vicinity of curbs and /or sidewalks shall be placed adjacent to the back of the curb and /or sidewalk. Pull boxes shall not generally be placed within sidewalk panels. 307 -2.5 Conduit. (Add the following): Conduit laid parallel to the street shall be installed under the sidewalk where new sidewalk is being constructed or directly behind the existing sidewalk. All conduit shall be 2" U.L.- approved heavy wall polyvinyl chloride (PVC Schedule 40) unless a different material or size is required by the Engineer. Conduit of larger size may be sued provided that the larger size is used the entire length of the run between pull boxes. Reducing couplings shall not be used. Conduit to be sealed at all ends. Conduit shall be laid to a depth of not less than 30 inches and shall be sand - encased with 3 -inch minimum over and around all sides. Conduit laid in an open trench shall not be covered nor shall any trench or inspection hole be backfilled until the Engineer has accepted installation. No conduit end shall be within 2 inches of making contact with any part of the pull box. 307 -2.6 Wiring. (Add the following): 307 -2.6.1 Size and Rating of Wire and Connectors. (Add the following): Service runs shall be of solid or stranded THW or XHHW copper wire No. 10 minimum. Voltage drop studies will be required to determine proper wire sizes. Stranded THW or XHHW copper wire No. 10 shall be used from the fuse holder at the base of each pole to the luminaire. Copper wire shall conform to the applicable portion of ASTM B -3 and ASTM B -8. Wire connectors shall be of a type approved by the Engineer and be U.L. approved. The installation procedure, including connector size and crimping tools shall conform to the manufacturer's recommendations. Aluminum conductors will not be allowed. THHN and THWN will not be allowed. 307 -2.6.2 Color Coding. (Add the following): 307 - 2.6.2.1 120 -Volt Circuits. (Add the following): Circuits requiring 120 volts, one wire will be black and one will be white, with the black being the hot wire and fused to the pole. The ground wire from the luminaire to the grounding point in the lighting standard shall be green or bare wire. 307 - 2.6.2.2 240 -Volt Circuits. (Add the following): Circuits that require 240 volts shall have one black wire, one red wire, and one green (ground) wire. Ground wire shall be included in all new 240 -vold circuits and shall be connected to a V x 8' copper covered steel ground rod to be installed in the first pull box from the SDG &E service point. Black and red wires shall be fused to the pole. Green wires shall be secured to ground in the pole. The ground wire from the luminaire to the, grounding point in the lighting standard shall be green or bare wire. 307 -2.6.3 Splicing of Wires. (Add the following): Splices shall be permitted in pull boxes and lighting standard bases only. All splices shall be waterproof and with epoxy encapsulation or heat - shrinking tubing. 307 -2.6.4 Excess Wire in Pull Boxes. (Add the following): The first pull box from the SDG &E service point shall be considered the City's beginning of service. At this point, the hot leg(s) of the circuit shall be properly fused. The fuse holders shall be connected to all load sides with a minimum of 15 inches of wire from the conduit end providing ample room for movement. All conductors on the service side of the fuse holder and the white neutral /ground on 120 -volt circuits shall terminate with a minimum of 15 feet of appropriate size wire beyond the fuse holder to facilitate connection to the service point. In pull boxes, wiring from one conduit to another shall be of sufficient length to freely wrap along the entire interior of the pull box. This excess wire should be at least 30 inches. 307 -3 STREET LIGHTING CONSTRUCTION. 307 -3.5 Lamp Size and Identification. (Add the following): Street lighting luminaries shall be completely assembled and furnished with a lamp and an external photoelectric control unit. Luminaries shall be designed for horizontal mounting with a horizontal burning lamp. The optics shall be full cutoff type of standard make and manufactured by a manufacturer of recognized experience and ability who is now regularly engaged in the manufacture of street lighting luminaries. The luminaire shall be die cast aluminum or welded heavy gauge aluminum sheet and furnished with an optical assembly removable without the use of special tools. The luminaire lens shall be glass. The luminaire shall have a slip -fitted mounting bracket capable of attaching to a two -inch (2 ") pipe without the need for special mounting parts. Leveling and clamping of the luminaire to the mast arm pipe shall be accomplished by tightening mounting bolts, which are externally or internally accessible. Luminaries shall be installed in a horizontal position unless other installation is approved by the Engineer. The luminaire shall include and integral twist -lock type receptacle for photoelectric cell control in accordance with the latest EEI -NEMA standards. The receptacle shall be adjustable with respect to North and pre -wired to the terminal board. The luminaire power unit assembly shall be mounted on a separate component of the luminaire to facilitate replacement and shall consist of an integral ballast, capacitor, and heavy -duty terminal block. The ballast assembly shall be enclosed in a separate compartment from the optical assembly. Both compartments shall be sealed with a heat - resisting gasket. The optical assembly door hinge shall be designed so that when the door is opened, the hinge pins shall prevent the door from falling free. The luminaire shall be constructed and installed in such a manner to provide the required lighting distribution, with the lower edge of the luminaire's housing below the entire light source and lens. The addition of external shielding to accommodate these criteria is not permissible. The light distribution patterns shall be Type ll. The net weight of the complete operating luminaire shall be no greater than 50 pounds for 90 -watt units, and 55 pounds for 180 -watt units.. 307 -3.5.1 Low Pressure Sodium Vapor Lamps. (Add the following): Low Pressure Sodium Vapor lamps shall have clear glass bulbs and be suitable for use in street lighting applications. The lamp shall be designed to operate in a horizontal position. The Low Pressure Sodium Vapor lamps shall be manufactured by G.E.C., Osram, or Philips. Use of any other lamp will require the Engineer's written approval prior to installation. All Low Pressure Sodium Vapor lamps shall have a rated average life of 18,000 hours or more. The light output shall be 13,500 Lumens for 90 -watt lamps and 33,000 Lumens for 180 -watt lamps. 307 -3.5.2 Ballasts. (Add the following): Low Pressure Sodium Vapor ballasts shall be suitable for use on multiple distribution circuits with 60 Hz, 120 or 240 volt rating. Ballasts shall be of the component type, consisting of precision wound coils and welded magnetic steel lamination assembled together and impregnated with a baked -on insulating weather proof varnish and a metal cased, hermetically sealed capacitor. The operating sound pressure noise level shall not exceed the ambient noise level by more than 5 decibels (5db) at a distance of 30 feet when measured by a sound level meter conforming to the American Standard for sound level meters. Where the ambient noise level is below 40 decibels (40db), a minimum of 40 decibels (40db) shall be assumed as ambient. 307 -3.5.3 Photoelectric Control Unit. (Add the following): The photoelectric unit shall consist of a photoelectric cell (PEC) in a weatherproof housing, which plugs into an EEI -NEMA twist lock receptacle integral with the luminaire. The photoelectric unit shall provide an output in response to changing light levels. The response level shall remain stable throughout the life of the control unit. The control unit shall have a "TURN -ON" level of 2.6 t 0.6 foot - candles. The TURN OFF /ON ratio shall be 1.5:1. Turn- off shall have a 2.5 second delay. The control unit shall contain a cadmium sulfide photoelectric cell with a DC drive circuit and DC coil relay. The unit shall be suitable for operation with a 120 -volt or 240 -volt line supply and a minimum rated load capacity of 1000W tungsten; 1800 VA ballast type loads with a normal power consumption of not more than 2 watts. The control unit shall include 160 joule, 6500 amp MOV surge protection to prevent damage from sudden voltage surges. The photocell shall be properly oriented with the photocell - pointing north. Cover shall be made of high impact resistant, UV stabilized polypropylene. Cover shall be colored black. PART NIGHT controls shall turn of at the middle of the night. Cover shall be colored green. 307 -3.5.4 Fuses. (Add the following): Fuses shall be slow -blow 13/32" x 1 '/Y" in -line type fuses. The fuses installed in the poles shall be rated at 5 amperes for 120 -volt service and 5 amperes for each conductor of 240 -volt circuits. Circuit fuses shall be installed in the first pull box from the SDG &E service point and rated at 20 amperes. Fuses shall be installed in each hot leg of the lighting conductor. Both legs of a 240 -volt circuit and only the hot leg of a 120 -volt circuit shall be fused. Each light shall be fused inside the pole and accessible from the hand hole. 307 -3.5.5 Fuse Holders. (Add the following): Fuse holders shall be completely waterproof, and shall grip the fuse in the load side section when the fuse holder is opened. Holders shall also be able to take a 13/23" x 1 '' /i' fuse and shall have crimp -type tubular terminals of the size designed for the size of wire in the particular streetlight. On 240 -volt systems, Bussmann HEXAA waterproof double fuse holders (or approved equal) shall be used. 307 -3.6 Additional Information. (Add the following): 307 -3.6.1 San Diego Gas & Electric (SDG &E) Connection: (Add the following): All service points must be obtained from SDG &E. In rare instances, a new light can be connected to an existing light system, but only after approval of the Engineer. An SDG &E easement is not sufficient for a service point unless SDG &E agrees to extend their facilities to the City right -of -way., Service runs across private property are not acceptable. For service from a wood power pole, the service point will be a pull box that SDG &E will install, at the Contractor's expense, at the foot of the pole or in the City's right -of -way. SDG &E will complete the work when contracted for a service point. The box must be installed before work on the light may begin. The pull box installed within three feet of the service point (see Section 307 - 2.4.2) shall contain waterproof fuse holders and 30 -amp fuses on the hot legs. This service point pull box must be in the City's right -of- way. 307 -3.6.2 Record Drawings. (Add the following): Before SDGE &E will energize a light circuit, three sets of RECORD DRAWINGS must be submitted to the City by the Contractor. The drawings must clearly show: 1. Wattage and type of light 2. Location of each light denoting specific distance in footage from a given intersection (e.g. Community Road south of Kirkham' Way 370" SES, or Colony Drive at Colony Way) 3. Conduit runs and pull boxes 4. Service point. If the service point is a wooden power pole or transformer, show the pole or station number. 5. Size of wire in conduit run and poles 6. Lengths and distances of wire runs 7. Sizes and locations of fuses 8. Voltage of the system 9. Manufacturer and model numbers /names of luminaries, poles, and mast arms 10. Installing Contractor's name, address, telephone number, and a responsible contact's name. 307 -3.6.3 Guarantee. (Add the following): All street light installations are to be guaranteed for a period of one year from the date of acceptance of the improvements by the City for maintenance. 307 -3.7 Other Notices. (Add the following): 307 -3.7.1 General. (Add the following): This is not a complete specification. It is a supplement to the Standard Specifications for Public Works Construction, the Standard Special Provisions to the Standard Specifications, the San Diego County Regional Standard Drawings, and Special Provisions for Work Done Under Excavation permits, as well as the appropriate portions of the County and City Code. STREETLIGHT DESIGN DETAIL NOTES When streetlights are included in a project, notes will be added to all City - approved plans requiring the submittal to have the following information prior to installation: 1. Size and type of overcurrent protection (in -line fuses). Indicate fuse location and amp rating on plans. 2. Number of luminaries per circuit. If luminaries are added to an existing circuit, calculations shall be provided confirming adequacy of conductor size and fusing. 3. Luminaire size and specifications. 4. Wire sizes and related calculations verifying appropriate sizes. Wire sizes between pull boxes shall be placed on as -built plans. 5. Voltage drop and related calculations for luminaries. 6. For concrete streetlights, submit modified street light arm design with 8 -foot elliptical arm (MR -AE -8) with prestressing plate. Voltage drop to any luminaire shall not be greater than 5 %. The City requires circuits that have 240 volts for streetlight systems. This information will be verified and placed on the as- builts and transmitted to the Public Works Department prior to energizing the streetlights. All contractors and developers shall become aware of the City's energizing policy in order to energize the lights as soon as possible. As -built drawings must be submitted to the Public Works Department as soon as possible to assure energizing of the streetlights in a timely manner. 6 "HT 1 on 35W/55W BALLAST SET 0 REMOTE LOCATION (ARM HUB) PIPE COUPLING 3/16" ALUM. STRAP ;ANTERN TOP (AS SHOWN) 1/6" ALUM. LANTERN TOP X 3/16" ALUM. STRAP ;0 X 1" STAINLESS STL. RHMS X 3/16" ALUM. STRAP 1" STAINLESS STL. RHMS (2) 2 X 1" BRASS THUMBSCREW W/ QNG NUT .AIN BY22D SOCKET SUITABLE FOR I LPs LAMP 'S LAMP (BY OTHERS) 012" X 16 1/2" OPAL ACRYLIC LENS SUITABLE FOR OUTDOOR USE mn 11m0m1 m ®sM a m1 1um mvm v® mms�m 111. mIDgO m m A -� ®® 1m wvn -mmann s•.1.� v1r .: Inr Zenwal ma lora mmr mrarm `m` p .mo m r1v. m .mm mu>r mn ®1 m� P-f 1. 1 210 1, REV. DATE A 01/04 m m a w w DESCRIPTION I DRN.j APPR. CHANGED TO SHOW MRAE8 "X "A ARM I D. G. om POLE TOP DIA. 5 -1/8" SPUN, PRESTRESSED CONCRETE POLE 1/2" CLEAR COVER (TYP.) (8) 9mm PRESTRESSING STEEL WIRES ASTM A -421 1 -3/8" WALL (TYP.) #12 GA. SPIRAL HAND HOLE STEEL WIRE AT 3" PITCH FRAME ASTM A -82 #8 GA. x 6° #11 GA. LONGITUDINAL BARE COPPER STEEL WIRE WELDED GROUNDWIRE T ? TO SPIRAL WIRE ASTM A -82 WIRE CLAMP POLE SECTION 3" X 7" HANDHOLE W /CAST ALUM. FRAME & COVER (4) 1 "x36 "x4" GALV. ANCHOR BOLTS WITH HEX NUTS AND WASHERS ASTM A -307 4 3/4" O.D. xj1 /4" THICK GALV. PL. W/1 -3/4" I.D. ASTM A -36 (4) 9/16" 0 HOLES ON 3 -1/2" B.C. TOP MOUNT WASHER 4 1/2"-13 TAPPED HOLES EQUALLY SPACED ON 3 -1/2" B.C. FOR (4) 1/2 " -13 x 1 -1/2" LG. SST S304 HEX HD CAP SCREWS N WITH LOCKWASHERS I� (MOD -TX) 1" THICK x 5" O.D. ALUM STRESS PLATE (8) 9mm ALLOY 356 -T6 PRESTRESSING STEEL WIRE POLE TOP SECTION iO ^r °TRESSING WIRE 13" SQ. x 7/8" THICK GALV. STEEL PLATE A -36 BELL SECTION i BASE PLATE 7 -7/8" DIA. REBAR WELDED TO BASE PLATE 10 -1/2" DIA. (4) 1 -1/4" DIA. HOLES 0 90' 14 " BOLT CIRCLE I (400Z/91/10 POTUUd BleO) ATejgll: 6MP (AVMOd AD A110 XB9W)VZ09Z60NS 11 2 -3/8" O.D. x 10" I.G. S STRAIGHT SLIPFITTER I 8' -0" 6 I / V33" R. TAPERED ELLIPTICAL ALUM. TUBE / 0.125" WALL (ALLOY 6063 —T6) / 20.5' I 3" x 611/2" ELLIPTICAL SECTION MRAE8XA ALUM - ELLIPTICAL ARM MBB MEDIUM - BELL- BASEPLATE -ROUND POLE POLE BUTT BOLT ULTIMATE WEIGHT DESIG— HEIGHT DIA. CIRCLE G.L. MOMENT (Ibs.) NATION ABOVE (ft. Ibs.) GROUND MBBX07.4 24' -3" 10 -1/2" 14" 19,100 750 MBBXO8 26' -3" 10 -1/2" 14" 24,700 900 ( ) POLES REQ'D. W /MOD -TX, POLE TOP STRESS PLATE & MRAE8XA ALUM. ARM ASSY. NOTE: (1) FINISH: #123N, GRAY, NATURAL TERRAZZO EXPOSED FINISH WITH NO COATING. (2) ASTM C -150 TYPE III GRAY CEMENT. (3) f @ 28 DAYS =7,000 PSI, USING SPUN CYLINDER TEST. (4) fc @ 28 DAYS =5,000 PSI, USING ASTM C -31 CYLINDER TEST. (5) POLES MANUFACTURED TO ASTM C- 1089 -97 SPECIFICATIONS. (6) PROTECTIVE COAT EXPOSED P.C. WIRES AT POLE ENDS. MR I APPROVED BY: Po�E PFZCIDUCTS A'Rm) &� @o� 8< S Y S T E M S CITY OF POWAY, CA MBBX -8.0 & 7.4 (123N) W /MOD -TX THIS DOCUMENT CONTAINS INFORMATION WHICH IS PROPRIETARY TO AMERON. IT SHALL NOT BE REPRODUCED, USED OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN PERMISSION OF AMERON. DRAWN: RS 4/02 SCALE DWG. NO. REV CHK'D: 1 N.T.S. SK042602 A DARK TO LIGHT BAT BERM 2 3/8'0 ALUM ARY FLIERS)' MULTT -VOLT. TWDIT LOCX, 2' 9CH.40 ALUM PIPE (BY OTHIDt3) ENERGY SAYING PHOTOCELL B'0 CAST ALUM. CAST ALUM DECORATIVE FETTER 11/2' X 114' CLAMP COLLAR. (3 /5-I6 X 2 1/2' RHMS) 38 4Y X 3 /6" SM POLE, (APPRQX 2T' -3" TALL) CAST ALUM CROSS -ARM 1/4 -20 X 1' SOCKET HEAD (3 REQ.) "CTTY OF I LOGO CONDUIT BY 3/4' X I I/2' RECTANGULAR ALUM. BAR SUPPORT STRAP A NORMED SCROLL WELD TO ARM DRILL. k TAP 4Y 1 MR 1/2 -13 SCREI 1/2 -13 X 1 1/4" 3 18-1E X 1' S /S� SELF- LOCKING SST SCREW (4 REQ. EQ. SP. O BO") NOTE: MGHTING TORQUE - M INCH POUNDS TYPE "IN_ REFRACTOR FILLY FROSTED ACRYIAC LENS MEDIUM EASE PORCZAIN SOCRBT CAST ALUM DECORAITYE FD1"LAL (FA' -1) DOOR GUSSETS -ALA P -3010 CAST ALUM. DEWRATIY6 E -P= RARE �Y 4 410 X 314" SM BASE PLATE (O/ wo BOLT CIRCLE) -I' X 33' GALY. STL ANCHOR BOLT (4 REP. EQ. SP.) DARK TO MGHT DNP BERMS MULIT-VOLT. TWLYT LOM ENERGY SAYING PHOTOCELL CAST ALUM. FINIAL FffTKR 2 3 18"0 ALUM. ARM '2' SCH. 40 ALUM. PIPE) X 318' STL POLE ALL HARDWARE TO BE STAINLESS STEEL UNLESS OTHERWISE SPECIFIED DARK TO UGHT DNP 3ERMZ- MULTI-VOLT. TWIST LOCK. ENERGY SAVING PROTOCKLL e1 CAST ALUM. PRQAl- CAST ALUM: DECORATIVE FRIER 1 1/2' X 1/4" CLAIIN COLLAR. (316 -1e X 2 112" IDHIS) 38 4'0 X 316' SAL. POLD (APPROX. 27' -O' TAU) 1" ALUM. PIPE BANNER ARM A CAST ALGAL CROSS -ARM 1/4-20 X I' SOCEEI HEAD (e RKQ.) "CTIY OF P LOGO CONDUIT BY 2 3161 ALW. AHM-. R' SCH.40 ALUM. PINE 314" X 1 1/2" RECTANGULAR ALW. BAR SUPPORT STRAP A, FORM SCROLL WELD TO ARM DRHL k TAP 4" POUF MR 1/2 -13 SCREW \ 1/2 -13 X 1 114" 3 /S+ i SELF- LOCX]NG \ SOCKET HEAD CAP SCREW (COUNTER SDIX D1TO FHTER NOTE: T GN'IRVG TORQUE - 1.800 INCH POUNDS S /B -le X I' S /B-- SELF- LOWONG SET SCREW (4 REQ. EQ. SP. O W) NOTE: 'TTCHTING TORQUE - 273 INCH POUNDS EM L- 166 -4BH LANTERN 17611 MH BALLAST TYPE 'IN' REFRACICR FULLY FROSTED ACRYUC LENS MED" BASE PORCELAIN SOCKET ALW. DECORATIVE SUPPORT 81 HOLY CIRCLE (4 HOLES EQ. SP. O BO') ACCESS. dTTPGETS G DOOR CU3 3A79 YO IMIGI CENTERLINE 1f. R099ARM BASEPLATE {1 POTS NIA P -3016 CAST ALW. DECORATIVE 2 -PACE BASE ASSEMBLY 14'0 X 3/4" STL RASE PLATE (W/ WO BOLT CU=S) X 3e' GALV. M ANCHOR BOLT (4 REQ. EQ. SP.) LPS ITXTURE (BY OTHERS) DARK TO LIGHT DNP RKR[E3 MULTI -VOLT, TWLST LOCK. ENERGY RAVING PHOTOCELL /360 CAST ALW. FUGAL 316 "0 ALW. ARMA SCH. 40 ALW. PIPE) X 319" M POLE ALL RARDNARE TO HE STAINSSSS STEEL UNLESS OTHERWISE SPECIPA'D 38 TO TOP OF SHAT PLAN VIEW DARK TO LIGHT DNP SERIES MULTI -VOLT, TWIST LOCK, ENERGY SAVING PHOTOCELL ELA L165 -4BH COPENHAGEN STYLE LINTER ASSEMBLY I OOW MH LAMP TYPE V' REFRACTOR FULL FROSTED ACRYLIC LENS MEDIUM BASE PORCELAIN SOCKET CAST ALUM. DUAL CROSS -ARM '4.0 X 3/6" STL. POLE (12' -0' TALL) P -3016 CAST ALUM. DECORATIVE 2 -PIECE BASE ASSEMBLY 1/4 -20 X I- S /S- SOCKET HEAD CAP SCREW (S REQ.) CAST ALUM. ACCES DOOR W/ 14'0 X 314' STL. BASE PLATE 'CITY OF POWAY' (W/ 12.0 BOLT CIRCLE) LOGO A�f CONDUIT BY OTHER _-314' X 1H° GALV. STL. ANCHOR BOLT (4 REQ. EQ. SP.) 2'0 BOLT CIRCLE (4 HOLES EQ. SP. B 80') ACCES ENINC DOOR GUSSETS TO STREET CENTERLINE 14" ROSSARM BASEPIATE 4'0 POLE ALL HARDWARE TO BE STAINLESS STEEL UNLESS OTHERWISE SPECIFIED 3/18' DEEP .CES (SEE FRONT ELEVATION) +m m. �1� DOOR PLAN l �iNN ate 7" DOON LOGO BNLARGSD FDS1f O DOOR DOOR CRNTER SICTION I y! SECTION a RRAR PLArRBA'� SECTION B -B FROM PI. AAB[ t e (4) wv (® v1411 mw 13 13 1 arm N BIN LDP DN{RAP t /e• -SO (4) Pus m. (M P vBh SECTION'A -A FRONT PIA { Be�N aDT1ov 1 1 tB1R BIASVA'1'ION ' Tolarenro: X /IB' � 3 1/18' Whole Pvife - t 1 /B' CAST ALUION[1N TO HE 368 OR 319 ALLOY UNLESS NOTED OTBEBIU FINISH TO BE SILL IfIN. THICKNESS ALL HARDWARE TO BE NON- PEROUS AND TAMPER- RESISTANT' `nwal INDUSTRIES INC. _M11 A— Ct a O4 D,M . (M) 4N-1DC0 , hi (DDB) 4 -IDDD CNI'Y OF POWAY•' w OLD POWAY STREET LIGITING 'B' NO SCALE nB1FBia rmn 1 LARGE RISE nBTAB. �� 61& PAINT TO MATCH POWAY CITY GREEN EXTRUDE PRAWN er: nin I S. JONES 01 -14 -04 BINS• et - uPMPm BY: _ DAic i let I BASE FRONT DOOR DETAIL ii L4 3/16• DEEP ;PACES (SEE FRONT ELEVATION) 1P FOR 1/4' -20 (2) PLCS. TYP. ��na9�lR FRONT ELEVATION SECTION C B� REAR ELEVATION Tolerance: X 18' = t 1 18' CAST ALUMINUM TO BE 350 OR 310 Toler / / I ALLOY UNLESS NOTED OTHERWISE X /0' = t 1 /IB' FINISH TO BE 5ML MIN. THICKNESS Whole unite = t 1 /0' ALL HARDWARE TO BE NON- FEROUS AND TAMPER - RESISTANT 4 J nwal INDUSTRIES INC. 10611 Acetle street • Renehe CaeemonEe CA 91460 • (909) 466 -1665 • Fe (909) 466 -1666 cLENT NAME: CITY OF POWAY I Qw.' PROJECT NAM: OLD POWAY STREETI LIGHTING SCALE, NO SCALE DRAWING MIS: rom: SMALL-BASE-DETAIL 5ML PAINT TO MATCH LDCATION: EXTERIOR .'I POWAY CTTY GREEN DRAWN BY: DATE: REMONS: S. JONES l 06 -10 -04 APPROVED BY: _ DATE: rl _ 06- - 1 SBE6r N0. loT 1 28' -61" 04 1/4" TOP DIAMETER 28' -6 1/2" GALVANIZED STEEL POLE 11 GA. STEEL (.1198 ") 0B' BASE X 04 1/4" TOP 12" X 1" STL SQUARE BASE PLATE 11" BOLT CIRCLE 4' X 6" OVAL HANDHOLE COVER REINFORCED HANDHOLE ROTATED VIEW (90') 12" X 12" X 1' STEEL BASE PLATE GROUT (IN FIELD BY INSTALLER) FOUNDATION BY OTHERS (4) 1" X SB" GALVANIZED STEEL ANCHOR BOLTS LEVELING NUTS MAST ARM ORIENTATION POLE SPECIFICATIONS CLUM KLsE: CTTY OF POWAY Qff" Prro�6cr OLD POWAY STRBET LIGHTING NO SCALE DRAW G Tf[1l• MODWFDID- CALTRANS- TYPE -15 -POLE POLE HEIGHT BASE DIAMETER TOP DIAMETER WALL THICKNESS- _ 26' -6 1 /2" B' 4 l /4" 11 ad (.1108) 11• 6.00m 202mm loftun 3Z4 re- 811M N0. lof 1 BASE PLATE DIINNSIONS CLUM KLsE: CTTY OF POWAY Qff" Prro�6cr OLD POWAY STRBET LIGHTING NO SCALE DRAW G Tf[1l• MODWFDID- CALTRANS- TYPE -15 -POLE PLATE THICKNESS PLATE DIAMETER QTY. OF ANCHORS ANCHOR BOLT DIMENSIONS BOLT CIRCLE 1' 12" . .. 4 1 " z 86" z 4" 11• 26 4 26. X 020mm X 102mm 811M N0. lof 1 28' -6 1/2" GALVANIZED STEEL POLE 11 GA. STEEL (.1198 ") 08" BASE X 04 1/4" TOP 12" X 1" STL. SQUARE BASE PLATE 11" BOLT CIRCLE 4" X 8" OVAL HANDHOLE COVER REINFORCED HANDHOLE 08" BOTTOM DIAMETER FINISH TO BE 6ML MIN. THICKNESS ALL HARDWARE TO BE NON- FEROUS AND TAMPER - RESISTANT Tolerance: X /18" t 1/16" Whole unite = t 1/8" 4enwal INDUSTRIES INC. 10011 Aa.ol. 8t:wt • H1a.6. Qlwm.n6. C4 O1T90 • (000) 4aa -1606 .1.s (D00) 4a6 -16x6 CLUM KLsE: CTTY OF POWAY Qff" Prro�6cr OLD POWAY STRBET LIGHTING NO SCALE DRAW G Tf[1l• MODWFDID- CALTRANS- TYPE -15 -POLE �� 5ML PAINT TO MATCH POWAY CITY GREEN 1UrAMN: EXTERIOR DRAWN HY: D4TC S. ZONES 06-10 -04 RXP®ONe: MLL.— 12M APP20T® 1n: - D4T6: 06-I Oe -60-04 811M N0. lof 1 26' -8i' CAST ALUMINUM ARM END .SEE M219 FOR DETAILS 46' WA. X 1/4' ALUMINUM TURING: CUT LOCATION FOR REMOTE AND HELD TO HUB BALLAST FOR ARM FIXTURE AND PENDANT LUMINA@E DARE TO LIGHT TWIST LICE PH07000N180L OAST MALI. NOR DOOR sx) 1 a•- (T1 r SMS (4) 6 /IB• -IB X 1' GRADE 8 HEX NSAD BOLTS NO• TYP. 28' -8 1 SGALVANljff STEEL POLE I1GA (.115 OB' BASE % K 1/4 TOP 12' X 1' SIL SQUARE BASS PLATS I1' BOLT CIRCLE DIA. X 8' CAST ALUM TENON 1/4' -20 X 1 1/2' SOCKET READ CAP SCREW (8) REQ'D. P3086POWAY CAST ALUM. 2 PCS. BASE COVER (SEE P3065POWAY DRAWING MR DETAILS) 6' X 7' OVAL HANDHOLE COVER REINFORCED RANDHOLE 0 BOW LPS LAMP SEE CR1219 POWAY DRAWING FOR DETAILS 28'- B 1 2' GALVANIZED STEEL POLE 08' BASE X " 1 /4')TOP 12' X 1' STI. SQUARE BASE PLATE 11' BOLT CIRCLE 4' X 8' OVAL HANDHOLE COVER REWFORCED HANDHOLE 6' X 7' OVAL HANDHOLE COVER GALVANIZED STEEL ROTATE) VIER (BO•) 12• X 12' X I' STEEL RAHB PLATS GROUT (IN I= BY INSTALLER) —� FOUNDATION BY OTHERS I' IP THREADED ALUM NIPPLE (WELDED TO CAST ARM END) FOR LUMMAIRE MOUNTING SSE L-8033 LUYDIAIRE DRAWING FOR DETAIL NOTE: SEE MODIFIED CALTRANS TYPE 15 POWAY DRAWING FOR MORE DETAIL STEEL ANCHOR BOVL LEVELING NUTS POLE SPECRICATLONS PHOTO CONTROL AND LUMINAWE SPECIFICATION POLE BRIGHT BASE DIAMETER I TOP DIA1�1'SR WAIL THICKNESS BA'-6 I /R' B• t I/P I1 µ .LIPS') 3.OAm 009mm 103mm 9.Otmm 3oamm wd 3smm : Reomm : loz� I'Elmlp BASE PLATE DIMENSIONS PHOTO CONTROL AND LUMINAWE SPECIFICATION PHOTO CONTROL PLATS THICKNESSli PLATS DIAYETSR OF ANCKOR9 ANCHOR BOLT DIMENSIONS BOLT CIRCLE 1' IR• a 1' i 33' x 4' ll• 33� 3oamm wd 3smm : Reomm : loz� I'Elmlp MRa- R.t -HIDa L -BOSS VOLTAGE ATTAGS INV / R'rry PHOTO CONTROL AND LUMINAWE SPECIFICATION PHOTO CONTROL PH070EfECTRIC PENDANT RECEPTACLE CONTROL UNIT LUMWAIRS MANUPACI'URER RPIn PHOTOLI)NROL DARx TO NET PENWAL DD)03l® wd MODEL 3F24 MRa- R.t -HIDa L -BOSS VOLTAGE ATTAGS INV / R'rry 12OV / ZITV Imm / NSW 8 3 HUB DETAIL DETAIL SECTION A -A LOCATION FOR REMOTE BALLAST FOR ARM FDCTURE AND PENDANT LUMINAIRE - CAST ALUMINUM HUB SEE DETAIL I CAST ALUM, HUB DOOR - (2) 1/4'_20 X 1" STAINLESS STI 158 ALUM. HUB \. THRU HOLE TYP. (4) PLCS. MOUNTING TENON FROM 05 TO 04 1/2' CAST ALUMINUM ARM END SEE DETAIL. 2 05° DIA. X 1/4" ALUMINUM TUBING; CUT AND WELD TO HUB PROVISIONS FOR TWIST LACK PHOTOCELL 7 { i 8 -32 X 3/4' STAINLESS STEEL RHMS (9) REQ'D i 8 -32 X 3/4" STAINLESS STEEL 1/32' ALUMINUM REFLECTOR PAN (4) REQ'D 1 /18' ALUMINUM HINGE 9OW LP3 LAMP (BY OTHERS) 5 X 1/8" CLEAR ACRYLIC LENS PORCELAIN BY22D SOCKET SUITABLE FOR- SOW LPS LAMP DETAIL SECTION B -B -.i FLUTED.END 1 /I8' DEEP 12 EQ. SPACES-\ �- 3/32- CASE ALUM. ARM END PUG WELD • EA ARM END AS SHOWN CAST ARM END DETAIL 8 -32 X 3/4" STAINLESS STEEL RHMS (5) REQ'D B PLUG WELD 03/8' MIN. (4) PL CS. 090' I � I _ , B B -32 X 3/4' STAINLESS STEEL RHMS (4) REQ'D LLUM. NIPPLE ARM END) OUNTING K Section 6 Engineering Supplements Approved Materials List For Public Works City of Poway APPROVED MATERIALS LIST 2010 THESE MATERIALS AND THEIR MANUFACTURERS ARE APPROVED FOR USE IN THE CITY OF POWAY. REQUESTS FOR ALTERNATIVE MATERIALS OR MANUFACTURERS SHALL BE SUBMITTED IN WRITING TO THE DEVELOPMENT SERVICES DEPARTMENT FOR APPROVAL BY THE CITY ENGINEER PRIOR TO INSTALLATION. Notice of Change to California Law: No -Lead Brass to be Used in Public Water Systems Due to changes in California State law as enacted in Assembly Bill (AB) — 1953, the State of California is requiring that no -lead brass be used in the construction of a public water system by January 1, 2010. Because of these changes to State law, the City of Poway will no longer allow leaded brass to be installed in the construction of public water systems starting on January 1, 2010, in accordance with State law. Since this requirement, AB -1953, will be in effect, the City of Poway advises contractors and suppliers at this time to begin depleting their on -hand stock of leaded brass and begin restocking as needed with no -lead brass. As of January 1, 2010, there shall be no exceptions granted for leaded brass in public water systems within the City of Poway. (F) Approved Materials List - Street Lighting City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Poles MBBO7.4 for use with 90W LPS luminaire Ameron MBBX08 for use with 180W LPS luminaire Ameron Luminaires LPSV Spaulding Visionaire Lighting Palomar Roadway Photocontrols D124- 2.6 -SMBK DTL DPN124- 2.6 -TMGN for part night controls DTL 6390B -BK Ripley Fuses FNQ Bussman Fuse Holders HEX Series Bussman Wire Type THW Type XHHW - 2 Page 1 of 1 (G��v of roWgr rti F W � Approved Materials List - Drainage City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Chain Link Fence 9 ga. Galvanized fabric & hardware, ASTM A -392 Frontier Fence RSD M -5; 6 20 Sentry Fence Drainage Structure Grate Hot dipped galvanized; RSD D -15 Center Steel Manhole Cover & Frame 36" dia. cast iron, 2 pc. cover South Bay Foundry SBF -1325 Alhambra Foundry Manhole Cover & Frame 24" dia. cast iron South Bay Foundry SBF -1310 Heavy Duty Manhole Cover & Frame 24" dia. cast iron South Bay Foundry SBF -1535 Light Duty Alhambra Foundry High Density Polyethylene Pipe 8" - 24" ASTM 3035, Not approved for street use ADS Inc. HDPE PVC 8" - 24" ASTM D3034 SDR35 not approved for street J -M Mfg. use HANCOR 12" - 30" HANCOR Hi -Q Sure Lok HDPE Reinforced Concrete Pipe 12" - 72" dia. ASTM C76 Ameron Johnson - Bateman HydroConduit Rialto C -905 8" - 24" Water Pipe use to convey storm water Certainteed J -M V nletech Page 1 of 1 Approved Materials List - Water Utilities City of Poway ITEM DESCRIPTION MANUFACTURER Air Vac Assembly Cast iron body epoxy coated w /stainless steel Vent- O -Matic RBX internal parts. Apco 1" - 2" NPT, manual per PW -1 Crispin 3" - 6" Flanged Angle Meter Stop '/4" - 2" brass Jones 1/4" - 1" wedge valve 1' /z" & 2" 2 -bolt flanges Jones 1' /z" - 2" J1973W Ball valves Ford BA -23, BFA 23 Anti -Seize Compound For use on stainless steel bolts and nuts Locktite Never Seez Backflow Preventers Per USC approved materials list Bolts & Nuts Stainless Steel #316 Page 1 of 6 Approved Materials List Water Utilities City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Brass Pipe & Fittings 3/v - 2" red brass per ASTM B43 Jones, Ford, Nibco Bushing /Insulated Molded "Lexan" Polycarbonate insulating bushing Farwest Corrosion Control Chlorine Liquid (gas) or Sodium Hypochlorite solution. For swabbing of potable water parts /pipe during installation. Disinfecting new water lines Copper Tubing ASTM B88, Type "K ", soft/hard Mueller Streamline Cerra Copper Fittings W - 2" EPC, Lee, Nebco Corporation Stop MIP x Flare ball valves Jones 1929 Mueller B -25025 Ford FB700 Couplings: Repair, Transition, Deflection Certainteed PVC - C900 4" thru 12" Nyloplast PVC - C900 14" thru 36" Page 2 of 6 Approved Materials List - Water Utilities City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Couplings: Transition from ACP to PVC Pipe Smith -Blair - Quantum or Omni Transition - Mechanical All bolts /nuts to be 304 or 316 Viking Johnson - Maxifit or Maxistep All couplings used to transition ACP to PVC need Ford FC2W Dresser XR501 restraints on PVC side. Grease, then in plastic Romac XR501 Curb Stop %" - 2" brass ball valves Jones J -1908W Customer Handle Jones J -1913W Ford B13- w /HB34S Ford BF13- w /HB67S Fire Hydrants: 150 psi ' /d' drilled holes Jones 3700, 3765, 3775 Residential 2'/z' x 4" non - painted w /plastic caps Commercial 2" - 2'/" x 4" non - painted Clow 2050,2060,2065 Industrial 1" - 2'/i' x 2" - 4" non - painted Fire Hydrants: 200 psi %" drilled holes AVK - 24/70 Residential Residential 2'/i' x 4" non - painted AVK - 24/90 Commercial Commercial 2-21/2" x 4" non - painted Industrial Fire Hydrants Old Poway Park 2-21/2" x 4" ports, "0" style, polished brass Jones Fire Hydrant - Bury Ell Push -on ductile iron short radius 30" barrel South Bay Foundry Fire Hydrant - Spools 6" - 4" thru 20" cement mortar lined and seal coated Clow Fire hydrant "breakoff spool w /groove Rich South Bay Foundry Fire Hydrant Break -off Check Fire Hydrant Break -off Check Valve AVK — Flow Guard II James Jones —Tell Tail Page 3 of 6 Approved Materials List - Water Utilities City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Fittings, Cast/Ductile Iron Flanged or Push -on tees, bends, crosses, reducers Clow adapters, etc. For water lines 4" and larger. Rich Manufactured per AWWA standards. South Bay Foundry Star Pipe Products Tyler Fire Service Backflow Double detector check Approval during plan check by Poway Fire Dept and Poway Public Works per USC Joint Restraint Assembly 360 Wedge device used for the connection of pipe and Sigma PV -Lok its fittings. This device will not replace the use of thrust Ford Uniflange 1500 blocks. 304 or 316 ss bolts /nuts Star 1200 Series Gasket 1/8" thick ring. Non Asbestos Content Tripac Grease For bolt corrosion protection on buried bolts. NSF Sachem NO -OX -ID Type Meter Box and Lid Concrete J &R 4'% two peice 5' /z two piece Monofilament Poly Wrap Minimum thickness 10 mil (Milwrap) Page 4 of 6 Approved Materials List - Water Utilities City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Mortar - Installation or repair for Cement based with high compressive and bonding Tamms Speedcrete Blue Line water steel pipe strength Pipe Lubricant Rubber gasket pipe lubricant for use on PVC, or Christy Pro -Lube Cast/Ductile iron joints, NSF Required Whitlam Blue Lube Pipe, PVC 4" thru 12° 150 & 200, AWWA C900 Certainteed 14" thru 36" C905 J -M Vynletech PW Post Indicator This device is no longer approved for installation. Cantact Poway Public Works and Poway Fire for questions. Includes indicator and tamper switch. All devices shall be UL label affixed. Service Clamp - AC %" - 2" FIP threads, brass Jones J - 979(D), J- 969(D) saddle brass straps and nuts Romac 101 B, 202B OR SS straps and nuts for AC pipe size Ford 2028 Service Clamp - PVC %" - 2" FIP threads, brass saddle Ford 1018S, 202BS SS straps and nuts ONLY Jones J696(D) Page 5 of 6 Approved Materials List - Water Utilities City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Tapping Sleeve Fabricated Epoxy or SS with stainless steel bolts and Clow F -5205, F -5207 For ACP and PVC Epoxy Coated nuts for 4" - 12" wet taps. Ford FTSC, FAST or Stainless Steel Check to see that it is the correct application. ACP Dresser 630, 610 or PVC Mueller 304, 615, 619 Must use #316 stainless nuts/ bolts throughout. Romac SSTIII, FTS -420 Smith -Blair 665, 664, 622, 664 Unions a /4" - 2" Lee Merit Valve: '/" - 2" bronze & brass Jones Ball /Angle Ford Nibco Valve: 12" - 36" cast iron or ductile iron, resilient seated epoxy Pratt Butterfly coated low zinc stem Muller #304, 316 fasteners 200 PSI Valve: 4" - 12 ", cast iron or ductile iron, epoxy coated low zinc American Flow Control AFC 2500 Resilient Wedge stem AVK Ser.25 #304, 316 fasteners Clow M &H Style 76 200 PSI Mueller Ser. 2361 FI x FI; PO x PO; FI x PO Waterous Ser. 501 Valve Cover Cast iron valve cover & box South Bay Foundry - SBF 1208 8" valve lid South Bay Foundry - SBF 1243 12" AR /BO lid Valve Key Extension Extension for valve nuts deeper than 60" Ferguson Waterworks Square composite extension w /glued on adapters M: \CIP_Development \Development \CIP Engineering Supplements\Approved Materials Lists\Approved Materials List Water Utilities_Oct03.doc Page 6 of 6 ( iD Approved Materials List - Sewer City of Poway 2010 ITEM DESCRIPTION MANUFACTURER Fittings ABS Schedule 40 GPK Fittings PVC ASTM D -3034, SDR -35 GPK J -M Mfg. Vassallo Manhole Frame & Cover 24" dia. cast iron South Bay Foundry SBF -131 With City of Poway /Sewer in raised lettering on covers Alhambra Foundry A -131 B &W Precast F -1310 Manhole Frame & Cover 36" dia. cast iron, 2 -pc. cover South Bay Foundry SBF -1325 With City of Poway /Sewer in raised lettering on covers Alhambra Foundry B &W Precast F -1325 Manhole Frame & Cover 24" dia. cast iron bolt down South Bay Foundry SBF- 1310 -M4 unsurfaced areas Alhambra Found A -1254 Manhole Frame & Cover 36" dia. cast iron bolt down, 2 -pc. cover South Bay Foundry SBF- 1325 -M4 unsurfaced areas Alhambra Foundry Pipe ABS Schedule 40 Colbe Foam Core Pipe PVC 4" - 15" ASTM D1784, D -2321, C -2855, D -3034, SDR- J -M Mfg. 35, F -447; min. stiffness = 46 psi Certain -Teed 12" - 30" HANCOR Hi -Q Sure Lok HDPE Pacific Western Pipe Vinyl Tech Pipe VCP ASTM C -700 Gladdin & McBean Mission Clay Precast Manholes RSD S -2, 5x3 Marcon (rings, & cones ) B &W Precast C/O Dead End SBF 1243 Type Clean Outs South Bay Foundry Prop. Line C/O Box Round Concrete Box w /Cast Iron Lid J &R "Round" Concrete - 5RT (w /Sewer on Lid J &R "Round" C.I. Lid - 5RT Page 1 of 1 Section 7 Engineering Supplements .yF lT �noorOnmred 198E ` a y IN THE O Standard General (Votes Sheets Land Development Grading Capital Improvements GENERAL NOTES 1. ALL WORK TO CONFORM TO THE RECENTLY ADOPTED EDITION STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION', WITH SUPPLEMENTS (A.P.W.A. SPECIFICATIONS), THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. AND CITY OF POWAY AMMENOMENTS TO EACH. 2. ALL OPERATIONS CONDUCTED ON THE PREMISES. INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:30 AM AND 4:00 PM EACH DAY, MONDAY THROUGH FRIDAY, AND NO GRADING OR EARTHMOMNG OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS, SUNDAYS OR CITY OF POWAY HOLIDAYS WITHOUT APPROVAL BY THE CITY ENGINEER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF POWAY DEPARTMENT OF ENGINEERING SERVICES 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED. THE TELEPHONE NUMBER OF THE CITY OF POWAY INSPECTION DEPT. IS (858) 668 -4460. 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS AND THE CITY WILL ENFORCE SECTION 7 -9 OF THE STANDARD SPECIFICATIONS. 5. ALL EXISTING IMPROVEMENTS INCLUDING AC. BERM, A.C. OR P.C.C. PAVING WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTING. REMOVAL, REPLACEMENT AND CAPPING 6. ALL WORK SHALL BE ACCOMPLISHED IN CONFORMANCE WITH APPLICABLE CITY OF POWAY ORDINANCES. 7. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION 1 (800) 422 -4133. B. CONTRACTOR IS RESPONSIBLE FOR POTHOUNG PRIOR TO START OF CONSTRUCTION TO VERIFY ALL ELEVATIONS OF UNDERGROUND UTIUTIES. 9. CONTRACTOR SHALL BE REQUIRED TO OBTAIN A CONSTRUCTION WATER METER FROM THE CITY OF POWAY AND SHALL ALSO BE REQUIRED TO PAY FOR ALL THE WATER USED. 10. THE CONTRACTOR SMALL GIVE THE CITY INSPECTOR 48 HOUR ADVANCE NOTICE WHEN SURVEY OR SOIL/MATERIAL TESTING IS NEEDED. TING UTILITIES INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY UNES AND SERVICES IS FROM THE BEST SOURCES PRESENTLY AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. CALL UTILITY LOCATING SERVICE FOR PRECISE UTILITY LOCATIONS BEFORE BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT 1 (800) 422 -4133. UTILITY REQUIREMENTS THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF THE UTIUTY NOTIFICATION SERVICE PROVIDED BY UNDERGROUND SERVICE ALERT (USA). USA MEMBER UTIUTIES WILL PROVIDE THE CONTRACTOR WITH THE PRECISE LOCATIONS OF THEIR SUBSTRUCTURES IN THE CONSTRUCTION AREA WHEN THE CONTRACTOR GIVES AT LEAST 48 HOURS NOTICE TO THE UNDERGROUND SERVICE ALERT BY CALLING 1 (800) 422 -4133. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTIUTY COMPANIES LISTED BELOW CAN BE CONTRACTED AS INDICATED. GAS k ELECTRIC (S.D.G.h E.) 1 -(800) 422 -4133 TELEPHONE (PACIFIC BELL) 1 -(600) 422 -4133 WATER & SEWER (CITY OF POWAY) (858) 668 -4401 COX CABLE T.V. (619) 263 -9251 SOUTHWEST SIGNAL (619) 442 -3341 CITY OF POWAY PLANS FOR THE CONSTRUCTION PROJECT NAME DISPOSITION NOTES OF CONSTRUCTION NOTES I_ —�� E6PaA RD. I \: IGA TWWN SA 55 c PTO Ho. C S� POWAY ' M. GARDEN RD. 0 oAK� S PROJECT 3 "-,AS W' LOCATION PD— r�r �� � 50 pO•NAY E%PW1. UM VICINITY MAP NOT TO SCALE INDEX OF SHEETS SHEET NO. 1 TITLE SHEET SHEET NO. 2 SHEET NO. 3 SHEET NO. 4 SHEET NO. 5 SHEET NO. 6 71 D CITY POWAY 1 W 1 � 8rM1 IMPROVEMENT PLANS FOR Isna,+e a. waa IWPAR9 uml >K 9soNmoi a an OIVIm19.111 ILCL IOSi m .rrRO4o m nurK aslDn�m a1Y dmm R.DL mN m. ar>t -a! PROJECT NUMBER GENERAL NOTES 1. THE CONSTRUCTION WORK DEPICTED CH THESE PLANS SHALL CONFORM TO THE MOST CURRENT EDITIONS OF THE FOLLOWING REFERENCE DOCUMENTS A STANDARD 9ECIFIGTdNS MIR PUBLIC WORKS CONSTRUCTION - 'GREENBOW B. SM NEW SUPPLEMENT TO THE STANDARD SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION C. SAM DIEGO COUNTY REGbNAI STANDARD CRAVINGS (SMSD) 0. CITY OF POWAY ORDINANCES E CALTRANS STANDARD SPECIFICATIONS F. CITY OF POWAY GUIDE TO LANDSCAPE REQUIREMENTS O CITY W POWAY SUPPLEMENT& AMENDMENTS TO THE RMOI STANDARDS AND 'CREENBOOK' 2. FORTY -EIGHT HOURS PRDR TO STARTING ANY EXCAVATION. SAW CUTTING, OR DEMOLITION. THE DEVELOPER MALL CONTACT UNDERGROUND SERYCE ALERT AT 1- BOO -422 -4133. ONCE THE MARKWTS HAVE BEEN COMPLETED, TIRE DEVELOPER WILL HAW ALL UNDERGINOID FACIUTFS POTHOILD TO YERWY THEIR E]IISTENCE AND HORIZONTAL AND VERTICAL LOCATICK 1 THE DEVELOPER SHALL Nom THE ENGINEERING INSPECPM DHNSION AT (858) 668 -4666 48 HOURS PRIOR M THE START OF CONSTRUCTION. 4. A RIGHT-01`-WAY PERMIT SHALL BE OBTAINED FROM DEWLOPMENT SERNGES FOR WORK WITHIN THE CITY RIGHT-CF-WAY. S PAVEMENT SECTIONS INDICATED ON THESE PLANS ARE M SE CONIRMED BY 'R' VAGUE TESTING AND A PAVEMENT DESIGN REPORT. WE 'R' VAGUE TEST RESULTS AND PAVEMENT DESIGN REPORT ARE TO BE SUBMITTED TO THE Ott ENONEER BY WE DEYEWPEYS SOILS ENGINEER AFTER AMON GRADE APPROVAL PAVING STALL NOT COMMENCE UNTIL THE MPROVAI O THE PAVEMENT DESIGN REPORT BY THE CITY LNGNEER. 5. IT IS WE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN EXCAVATOR PERMIT FROM WE DIVISION OF NWSTRIAL SAFETY AND TO ADHERE TO ALL PROVISIONS M THE STATE CONSTRUCTION SAFETY ORDERS PRIM TO COMMENCING EXCAVAMM PERMITS CAN BE OBTAINED PROM THE STATE OF CALIFORNIA, DEPARTMENT W INDUSTRIAL RELATIONS, MMSION GE OCCUPATIONAL SAFETY AND HEALTH, AT 7507 CONVOY COURT, SUITE W. SAN DIEGO, CA 92111, PHONE (819) 637 -5531: FAX (619)279 -4658 7. SOILS COMPACTION REPORTS SWILL BE SUENTIED TO ME ENGINEER M WOO AND THE CITY ENGINEER BY A QUM V) SOLE ENGINEER. WE REPORT STALL CERIFY THAT TRENCH SACKLL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER N ACCONDAXI WITH EARTHWORK SPECIFICATIONS AND THE Ott W POWAY SPECIFICATION. S ALL OWLITY CONTROL TESTING (AG POD ...) REWIRED BY THE CITY WLL BE AT THE EXPENSE O THE PERMITTEE 9. CENTETINE MONUMENTS STALL BE INSTALLED AT THE BC AND EC OF ALL HORMMTAL CURVES. AT THE CENMRU E INTERSECTION O ALL STRUM AT THE RADIUS POINT OF CONmHRIC QL -M -SACS AND AT WE ANGLE POINT OF OTSET CUL -DE -SACS. PER SORSO M -10 k M -11. 10. ALL WEE AND /M DRY UTUTY UNES LOCATED BELOW THE PROPOSED STREETS ARE TO BE NSTAUED AND ACCEPTED POOR TO PLACEMENT W THE FINAL AC HOT MIX. 11. WHERE NEW REPRO MENYS JON EXISTING BPROWMENTS. THE METHOD OF MATCHING MUST BE APPROVED BY 146E Ott ENGINEER. THIS PROCESS MAY REWIRE OINKING. COW PLANING, OR OTHER METHODS AS APPROVED BY THE CITY ENGINEER. ASPHALT PAVEMENT SHALL SE PLACED N I.5 -INCHES UR MNMUW 12 411 OPERATIONS CONDUCTED ON THE PREMISES INCLUDING WE WARMING P. REPAIR ARRIVAL DEPARTURE OR RUNNING Of MO S, EARTHMOVING EQIPMENT, CONSTRUCTION EQUIPMENT. AND ANY OTHER ASSOOATED EQUIPMENT SHALL BE UMNED TO ME PERIOD BETWEEN 7:00 ALL AND 5x00 P.M. EACH DAY, MONDAY THROUGH FRIDAY. NO EARTH MOMG OR CRANING O'ERATONS SHALL SE CONDUCTED ON THE PREMISES ON SATURDAYS. SUNDAYS, OR LEG& HWDAYS WITHOUT PRIOR APPROVAL ANY NEWEST FOR WORK ON SATURDAYS SMDAYS OR LEGAL HOLIDAYS MUST BE SUBMITTED IN WIRING 72 HOURS PRIM TO WORK. ADDITIONAL INSPECTION FEES SHALL SE PAID N ADVANCE OF APPROVAL. 13. ALL LAIER/JS WDL SE DEPICTED IN 146E FLAN NEW CH RE APPROVED DRAWINGS THE LATERAL AS -BUILT INFORMATION STATONS CURL BE LISTED ON A TABLE PROVIDED FOR RECORD DRAWING LATERAL WOMATION THE AP WD PLANS WE LATERAL M-BULT INFORMATION IS TO REMAIN ON THE RECORD DRAWINGS. CDRRECTONS TO LATERAL LOCATIONS VARYING MOM PROPOSED SHALL SE CHANGED ON THE RECORD DRAWING PRIOR M FINAL OCCUPANCY APPROVAL 14, ALL FERROUS METALS PLACED IN THE GROUND STALL SE ENCMED IN 6 -INCHES M NEUTRAL SAND AND ACCORDING TO AIL APPLICABLE REQUIREMENTS OF SECTON 207 -9.26 O STANDARD SPECIFICATIONS M PUBLIC WORKS CONSTRUCTION. 15. ALL ROCK SLOPE PROTECTION MAIM CONFORM M SECTION 72 O TIE CALTRANS STANDARD 9KtlF1CAQN5 16. TRUNCATED OOZES ME TO SE YELLOW UNLESS OTHERWISE SPECIFIED. 17. NO RENGONS SHALL BE MADE TO THEE: PLANS WITHOUT THE APPROVAL OF WE Ott ENCNEEA 1G PRIM TO APPROVAL OR ACCEPTANCE O TINE PROJECT. THE PERMITTEE SMALL SUBMIT RECORD DRAWINGS TO THE Ott ENGINEERING INSPECTOR FOR RENEW AND APPROVAL. SEWER NOTES 1. EACH LOT SHALL BE MRWO BY A /-INCH DIAMETER (MINIMUM) SEWER LITERAL A MINIMUM GRAM OF I; A MINIMUM DROP OF I }FEET, AND AN INVERT DEPTH OF }FEET MMMU11 BELOW TOP O CURB AT PROPERTY LINE IS REWIRED PER CITY O POWAY STANDARD DRAWNG PS -13. 2 SEWER IATERAS SHALL BE AT RIGHT ANGLES M WE SEWER MAIN. EXCEPT IN A CUL -DE -SAC. AN INSCRIBED 'S' SHALL SE MARKED ON THE CURB FACE DIRECTLY MOVE LOCATION OF SEWER LATERAL 1 THE PERMITTEE MUST OBTAIN APPROVAL FROM THE CITY ENGINEERING INSPECTOR POOR M BACIOWIINO MY PART OF WE SEWER SYSTEM. 4. A PROPERTY LINE LATERAL CLEAN OUT STACK SHALL EXTEND 2A -INCHES MOVE THE PROPOSED FINISH CRANE A 10 FOOT HORIZONTAL EXTENSION OF THE LATERAL WITH END CM 6HALL BE INSTALLED FROM WE CLEAN MY WYE INTO THE PRIVATE PROPERTY. CITY FORCES WILL INSTALL CLEAN OUT BOOS. THE PERMITTEE SHALL GIVE THE PROECT MGNEERNG INSPECTOR 14 DAYS ADVANCE NOTICE FOR SEWER CLEAN OUT BOX INSTALLATION. 5. NO DISRUPTION CE EXISTING SEWER SERVICES WHILE TRAILING CONNECTION M EOSTINC MANS WU BE ALLOWED WITHOUT ME SPECIFIC MPROV& O THE CITY ENGINEER. 6, NO HOUSE CONNECTIONS ME TO BE MADE WITHOUT APPROVAL FROM THE CITY ENGINEERING INSPECTOR. 7. NO SEWER MEAN BUT SHALL BE CONSTRUCTED N MY DRIVEWAY WITHOUT PRIOR APPROV& FROM THE CITY ENGINEERING INSPECTOR. WATER NOTES 1. A MINIM 1 -NCH COPPER (TYPE K) WATER SEANCE MAU SE IMVL LLFD AT EACH WT. 2 EACH UV016 UNIT WITH WATER PRESSURE ON SO PS OR GREATER SHALL BE PROMDEO WIN A PRES4IPE REGULATOR AND LOW FLOW WATER SAYING, OENGE9 1 WATER PANS SHALL T HERE OTHER WIN TOP GE PPE ]8 -MANES MIHIYW BELOW fVA91 AND STREU A (RAVE EXCEPT WHERE OTHERWISE INDICATED CH WE PLANS WITH SREtlFTt ELEVATIONS AND APPROVED By THE Ott ENGINER. ' A NO OMSRUPTXN GE METING WATER SERVICES WINE MAKING CONNECTION TO THE GUSTING MANS SHALL BE ALLOWED WITHOUT 111E SPECRIC APPROVAL OF TIRE CITY ENGINEER. . 1 TIE PERMITTEE M1 OBTAIN A CONSTRUCTION WATER METER WITH APPROPRIATE BACKI'LOW PROTECTION FROM THE CITY OF POWAY CUSTOMER SERVICES DIVISION PRIOR TO :USNO CITY WATER AND SHALL PAY FOR WATER USED WRING CONSTRUCTIBLE 6. BOLTS ON ALL FLANGE FITTINGS S HAI SE STAME STEEL 0316. 7. ALL 1ITNGS OR APPURTENANCES REMOVED FROM CITY WATER DISDWIInON SYSTEM SHALL BE RFTUMED BY WE CONTRACTOR TO THE CITY PUBLIC SERVICES DEPARTMENT. B. HYDROSTATIC WATER LINE TESTING MH BE UMOTED TO 2,500 LINEAR FEET OF WATER UNE PER TEST. TESTING AGAINST VALVES IS NOT PERMITTED. B. METHOD Oi CONNECTION TO EXISTING CITY WATER SYSTEM SHALL BE APPROVED BY WE CITY ENGINEER PRIOR M MTIATON O WRAC I RECLAIMED WATER NOTES 1. PUBLIC RENAMED WATER SYSTEM STALL CONFORM TO THE DEPARTMENT OF HEALTH STANDARDS AND CAUFORNIA- NEVADA SECTION OF AMA GLIDE LINES 2. MAE RECWMED WATER SYSTEM MAD COPMM TO POWAY DESK STANDARDS PAVEMENT NOTES 1. THE CITY ENGINEERING INSPECTOR WILL CONDUCT A PRE -PAVING METING BEFORE THE START OF ANY PAWING OPERATIONS. THE DEVELOPER AND /OR HIS FIELD REPRESENTATIVE AND THE PAYING CONTRACTOR ARE REDRRED TO ATTEND THIS MEETING 2 THE TRENCH BACIERL COMPACTION EST RESULTS FOR ALL TRENCHES IN THE PROPOSED PAVED AREA ARE TO BE SUBMITTED. IN W ITNq TO ME CITY ENGINEERING INSPECTOR BEFORE ANY BASE MANFUL 5 PLACED ON SUBDRAOE. 1 SUGRADE A. THE CITY ENGINEERING WSPECTM WILL INSPECT THE SUBGRAOE VIER THE SUBGFU M HAS BEEN ESTASUSEO. TESTED. AND APPROVED BY THE SOILS ENGINEER OR HIS WALO ED REPESENTATN£ THE SOILS ENGINEER MUST LEAVE A FIELD MEMO OR COPACION TEST RESULTS CH SM PRIOR TO PLACEMENT O BASE MATERIALS. THE ENGINEER OF WORK SHALL PROVIDE WRITTEN CERTFICATON INDICATING WNfORMANGE M UK AND GRADE. S SIRIROM COMPACTION SHALL BE IN COMPLIANCE WM SECTION OT -1.3 REATW COMPACTNN AS AMENDED N THE LATEST ADOPTED EDITION OF WE 'G MENBOOK' STANDARD SPECPICATONS FOR PUBIC WINKS CONSTRUCTON AND WE REGIONAL SPPLO&NT AMENDMENTS. 4. BAS' A BAS: MATERIAL SHAD BE PLACED AND COMPACTED N CWPUANCE WIN WCTIN MI -11 OF THE 'CREENBOON' STANDARD SPEDUCATONS FOR PUBLIC WORKS CONSTRUCTON; THE MOST RECENT MINN. S. BASE MATERIAL FDR PUBLIC WPROVfl1E1TS SHALL RE CRUSIED AGGREGATE BAS: IN COMPUMM WITH SECTION 200 -22 W WE 'fAFDIDOd(' STANDARD SPECIFICATIONS FOR MOM WOMB CONSTRUCTION MOST RECENT EDITION. G BASE MATERIAL FOR PRIVATE AANDVEl1EN15 SHALL SE CRASHED AGGREGATE IR CRUSHED YSCElANEWS BAS: MATERIAL CONFONANG TO SECTION 200 -2 -4 CRUSHED MIS:EUANEOUS BASE O" WE'(REENBOD(' STANDARD SEEGE1CAlI0N FOR PUBIC WORKS CONSTRUCTION. MOST RECENT FETICH ADOPTED. OR CLASS I BAS: CONFORMING TO CALTRANS STANDARD SPECOICATIONS. SECTION 74. FINAL SELECTION O THE BASE MATERI& FOR PRIVATE 11PIIOVE]IEN1S GULL BE YAM BY THE ENGNEEA O WORK AND APPROVED BY THE CITY PROECT ENGINEER. D. AFTER WE BASE COURSE HAS BEEN PLACED. TESTED, AND APPROVED BY THE SOILS ENGINEER DR HIS QUAI ED REPRESENTATIVE. THE SOILS ENGINEER MUST LEAVE A FIELD MEMO ON SITE PRYARMNC COMPACT MI MST RESULTS FOR ME ON ENGNEERHNG INSPECIM. ASPHALT CONCRETE PLACEMENT STALL NOT PROCEED UNTIL WE BASE MATERIAL IS INSPECTED BY THE CITY ENGNERI O INSPECTOR AND BASE COMPACTION LEST RESULTS ARE RECEVFD FROM THE SOLS ENOWER AND APPROVED BY THE GINS PROECT ENGINEER. 5. ASPHALTC CONCRETE A ASPHALTIC CONORETE SHALL CONFORM TO PART 4. SECTION 400-4.3, TYPE 11 CLASS B2. 93. CL OR 0 OF THE 'GREENBOOK' STANDARD SPEOFICATONS IM PUBLIC WORKS CONSTRUCTION. MOST RECENT EDITION ADOPTED. DR PC -64-16 I L PLACEMENT O ASPHALTIC CONCRETE SHAD BE INSPECTED AND APPROVED BY THE Ott ENGINEERING NSPECTDL PLACEMENT OF ASPHALTC CONCRETE STALL SE N ACCORDANCE WITH SECTON 302 -5. ASPHALT CONCRETE PAVEMENT. O WE 'OREEMOOIP STANDARD 9£OFICAnONS FOR MOM WORKS CONSTRUCTION (MOST RECENT EDITION ADOPTD). WE REGIONAL SUPPLEMENTAL AMENDMENTS (MOST RECENT EDITION ADOPTED) TO THE 'GIEEDODI(', AND THE Ott OF POWAYS CRITI FOR ASPHALTIC CONCRETE PLACEMENT- C. COMPACTION OF THE AS Hl TG CONCRETE USED FOR MOM IMPROVEMENTS ISITO M A WNNUM W 951 RELATIVE COMPACTION. AS MTERMINED BY THE THEOREnCAL 'MAXIMUM UNIT WEIGHT (ASTM D -1550 HVEELM). 0. COMPACTION OF THE ASPHALTIC CONCRETE USED FOR PRIVATE MPROVEMENTS SHALL SE DONE IN ACCMDMCE WITH SECTION 302 -5.8.2 O WE 'GIRENBODIC' STANDARD SPECIFICATIONS FOR MOM WRNS CONSTRUCTION (MOST RECENT EDITION ADOPTED) AND AS RECOMMENDED BY TINE ENGINEER W WORK. E TESING AND FIELD SAMPLING O ASPHALTIC CONCRETE SHALL BE BY A PER50N`TRANW TO PERFORM ASPHALTIC CONCRETE COMPACTION TESING AND FIELD SAMPLING 5. PRIOR TO PROJECT APPROVAL OR ACCEPTANM BY THE Ott OF POWAT A THE ENGINEER O WORK STALL PROVIDE CERTIFICATION OF LINE AND GRADE M WE FURSH SURFACE B. WE LABORATORY CWPUANCE TEST RESULTS AND ASPHALTIC CONCRETE COMPACTION MST RESULTS ARE TO SE SUBMITTED TO WE DNS PROECT ENGINEER AND CITY ENONEERING INSPECTOR FOR RENEW AND ACCEPTANCE G STRIPING FOR PUBLIC STREET IMPROVEMENTS MH BE COMPLETED TO THE APPROV& of THE CITY O POWAY TROPIC ENGINEER. D. WE PAVEMENT SHALL BE WATER TESTED FOR PROPER DRAINAGE AND APPROVED BY THE CITY OWNEERNG NSI'ECTDR. VICINITY MAP ADDITIONAL NOTES 1. AL1 ABBREVIATIONS SHALL BE PER THE MOST CURRENT UNION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WXOS CONSTRUCTION. 2 ALL IEGEDS SHALL BE PER THE MOST CURRENT EDITIONS OF THE SAN OECD AREA REGIONAL STANDARD DRAWINGS OR C&TRANS STANDARD PLANS 1 ANY YODW1CAl101N5 TO ANY SAN DECO AREA REGIONAL STANDARD DRAWING ON CALRANS STANDARD DRAWING SHALL BE INDICATED BY A SECUTC DUAL DRAWING LOCATED ON THE PLANS 4. THE CITY OF POWAY APPROVED MATERIALS UST CAN BE MMOHASED AT THE ENGINEERING COUNTER LOCATED IN WE CITY HALL CONPEX. 1 WHERE CONNCIS AXIM. WE CITY O POWAY SUPPLEMENTAL AMENDMENTS FOR WATER AND SEWER FACULTIES SUPERSEDE THE REGIONAL STANDARDS AND REGONAL STANDARD DRAWINGS STREET LIGHT NOTES THE FCUDWM NPORMATON M TO BE PROVIDED TO THE CITY ENONEFAING INSPECTOR PRIOR TO STRETUGHT NSTALLATCH: 1. SZE AND TYPE O OVEROWIRDIT PROTECTION (IN-UNE FUSES). INDICATE RUSE LOCATION AND AMP RATING ON THE RECORD DRAWINGS. 2 MUMSER Cf CALCULATIONS PER LSE PR. P D CONARIES ARE ADDED 10 AN LASTING. CIRCUIT, SING. SHALL SE PROVIDED CONFIRWNG AMWACY O CONDUCTOR SIZE AND NZE 1 WIRE SIZES E SINE AND TED CA AnaHs 4. CURE BETWEEN AND RELATED LALCIAALACE ON WE APPROPRIATE SIZES WINE SIZES WLTAGE! NULL BOXES SHAD SE PLACED ON THE RECORD DRAWINGS S VOLTAGE DROP AND RELATED UGHM SUBMIT MODI FOR WYNARIES. 6. FOR CONCRETE S(MR -AE HIS SUBMIT MODIFIED STREETLIGHT AIRY ARSON WITH 6 -FONT E11PnC& ARM (MR-AE -B) WITH PRES1RE59NC PLATE. VOLTAGE DROP TO ANY WMNAIRE STALL NOT SE GREATER THAN 51 RE CITY REWIRES ORCIAIS WHICH HAVE 240 VOLTS FOR STREET UCHT SYSTEMS THIS INFORMATION WILD SE WOMBED AND PACED ON WE RECORD DRAWINGS AND TRANSWTTED TO THE PUBLIC WORKS DEPARTMENT PRIM TO ENERGIZING THE STREETLIGHTS ALL CONTRACTORS AND DEVELOPERS SHALL BECOME AWARE OF WE CITY'S ENEROZING PWCY N ORDER TO ENERGIZE TIE WORKS AS SOON AS SOON RECORD DRAM MIST BE SUBMITTED 10 THE PUBLIC MORNS OA TIMELY AS R. AS POSSIBLE 10 ASSURE ENEAQIING O WE SIPFENGHYS N A TLELY MANNER FIRE DEPARTMENT NOTES 1. SM O FINE SERNGE UNDERGROUND R FOR REFERENCE ONLY. AND STALL BE SIZED BY VISTA M CONTRACTOR FOR FIRE SPRINKLER SYSTEM. 2 WHERE A RESIDENT& FIRE SPRINKLER SYSTEM E REOUNED A 1' WATER METER AND 1' WARP LAMRt SHALL M INSTALLED. 1 PRIVATE PRE SE ONCE LINES ARE NOT A PART OF THESE PLANS FIRE SERVICE ONES SHALL SE INSTALLED PER PLANS APPROVED BY THE CITY O POWAY DIRE MARSHAL 4. UTERI SUMS FOR P.LV.'S ARE ONLY ESTMAMS. FINAL SZES WILL SE PER THE APPROVED FIRE SERVICE PLANS S ALL FIRE HYDRANTS INSTALLED IN THE CITY O POWAY SHALL BE BRONZE FINE FOLLOWING IS AN APPROVED LIST: USE OUTLET SIZES MANUFACTURER MODEL/ RESIDENT& 2 1/2', 4' .ONES MOW J-3700, 2050 COMNMERCI& (2)2 1/2', 4' JONES. CLOW �3765. 2080 NDUSTRI& 2 1/2'. (2)4' JONES MOW J-3775, 2065 OLD POWAY (2)2 1/2', 4' LONG BEACH I" UNA. LEGEND STD. DRWG. LEGEND TYPICAL SECTION FIYIE KEY MAP LOW IMPACT DESIGN REQUIREMENTS 1 QiRT TWIT TI PAs HARE bNES4➢ NPAW wounowDI IOW. DOMI IN AI.ITAU. 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AE ■�R�L Z r A r O A 3�RF. p Imo m Lo z OAS A 0 4 z O A O D Z v O r z 'o Y g 4 0 Section 8 Engineering Supplements T\ —�_ •THE ee'C� Standard Detail Drawings Supplement To the "2009 Regional Standard Drawings" �^ CIT�n..nr0�ra�rd 198CO� `�l C• IN THE Engineering Supplements Index of Detail Drawings PW -1 1" WATER SERVICE ASSEMBLIES PW -2.1 11/2" AND 2" WATER SERVICE ASSSEMBLIES PW -2.3 MULTIPLE WATER SERVICE ASSEMBLY PW -3 MANUAL AIR RELEASE ASSEMBLY PW -4 AIR & VACUUM VALVE ASSEMBLY PW -5 4" AND 6" AIR AND VACCUM VALVES PW -6 BLOW -OFF ASSEMBLY 14" DIA AND SMALLER PW -8 CL 300 INSTALLATION FIRE HYDRANT ASSEMBLY PW -10 6" FIRE HYDRANT . PW -11 FIRE HYDRANT LOCATIONS PWA2 G. VALVE, FLG. OUTLET, AND CAP ASSEMBLIES PW -13 VALVE KEY EXTENSIONS PWA6.1 FIRE HYDRANT PROTECTION POSTS PWA6.2 FIRE HYDRANT PROTECTION POST DETAIL PWA7.1 CONCRETE THRUST BLOCKS PWA7.2 CONCRETE THRUST BLOCKS W -20 ANCHOR BLOCK (VERITICAL BEND ONLY) PWA9.2 CONCRETE ANCHOR BLOCK FOR BUTTERFLY VALVE ASSEMBLY 12" AND LARGER PW -21 PIPE BEDDING AND TRENCH BACKFILL FOR WATER MAINS PW -25 METALLIC TAPE LOCATOR FOR NON - METALLIC WATER PIPE PW -26 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY PW -27 3" & LARGER WATER METER / BACKFLOW PREVENTER INSTALLATION PW -27.1 3" & LARGER WATER METER / BACKFLOW PREVENTER INSTALLATION PW -28 DIELECTRIC CONNECTION TO STEEL MAIN PW -29 AIR GAP SEPARATOR ASSEMBLIES PW -30 2" & SMALLER BACKFLOW PREVENTER INSTALLATION PW 30.1 CONSTRUCTION METER BACKFLOW ASSEMBLY PW -31.1 PRESSURE REGULATION STATION PLAN VIEW PW -31.2 PRESSURE REGULATION STATION SECTION A -A AND DETAILS PW -31.3 PRESSURE REGULATING STATION SECTION B -B AND DETAILS PW -32 1" WATER SAMPLING ASSEMBLY PW -33 DOUBLE CHECK DETECTOR BACKFLOW PREVENTOR PW -34 BACK FLOW PRESSURE TEST STATION PW -35 POTABLE WATER SERVICE LINE BYPASS DETAIL PS -2.1 MANHOLE 5' x 3' DIAMETER PS -2.2 CONCRETE COLLAR FOR MANHOLE 5'x 3' PS -3 END OF LINE SEWER MAIN CLEANOUT PS-4 PIPE BEDDING AND TRENCH BACKFILL FOR SEWERS P -7 STANDARD A.B.S. SEWER LATERALS PS -10 CUTOFF WALL PS -13 SEWER LATERAL (with property line cleanout) PS -19 METALLIC TAPE LOCATOR FOR NON - METALLIC SEWER PIPE BACK OF CURB OR SIDEWALK IF CONTIGUOUS WITH CURB, UNLESS OTHERWISE SPECIFIED. 1 2 6' VARIES i i 8 " -10' TOP OF AMS SEE NOTE 1 SEE NOTE 2 z 6 N 4 N 5 W_ 3 +10' TO +20' SEE NOTE 3 MIN. R = 12 INCH NOTES. 1. INSTALL CORPORATION STOP PERPENDICULAR TO PIPE AXIS. 2. COPPER SERVICE SHALL BE NO MORE THAN 3" ABOVE THE MAIN. J. ALL SOLDER TO BE SILVER SOLDER. 4. STAMP "W FOR DOMESTIC ON CURB FACE OPPOSITE METER AND 7 FOR RECLAIMED. ITEM NO. DESCRIPTION SPECS 1 1 CONC. METER BOX 2 1 BRONZE ANGLE METER STOP W/ LOCKWING SEE CITY 3 1 COPPER WATER SERVICE TUBE -TYPE K, SOFT ANNEALED APPROVED 4 1 BRONZE CORP STOP WITH TAIL PIECE MATERIALS LIST 5 1 BRONZE SERVICE CLAMP, SINGLE FLAT STRAP (A.C. OR P.V.C.) 6 USE ALL FLARE CONNECTIONS REVISIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APP LQ WATER ff ENGINEER DATE RCE 27748 SERVICE ASSEMBLIES DRAWING NUMBER P W- 1. VARIES " UNLESS OTHERWISE SPECIFlED BACK OF CURB OR SIDEWALK IF CONTIGUOUS WITH CURB, UNLESS OTHERWISE SPECIFlED. 5 W N W " in N I o � 4 �- "RED i CONNECTIONS 6;;7 COPPER SLIP ELL 2 SEE NOTE 1 3 NOTES. 1. SILVER SOLDER REQUIRED. 2. INSTALL CORP STOP PERPENDICULAR TO PIPE AXIS. J. STAMP "W" FOR DOMESTIC SERVICE ON CURB FACE OPPOSITE METER, "I" FOR RECLAIMED. 4. IF SERVICE IS FOR RESIDENTIAL THEN AMS WILL BE 8 " -10" ON BOTH 1}" OR 2 ". 5, IF 2' COMPOUND IS USED THEN TOP OF AMS SHALL BE 12 " -147 . ITEM NO. DESCRIPTION SPECS 1 1 DOUBLE STRAP BRONZE SERVICE CLAMP 2 1 CORP. STOP WITH TAIL PIECE SEE CITY 3 1 COPPER WATER SERVICE TUBE -TYPE K, SOFT ANNEALED APPROVED 4 1 BRONZE ANGLE METER STOP W/ LOCKMNG MATERIALS LIST 5 1 CONCRETE METER BOX REVISIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APPj EE RCE 27748 R- 67�77/,o DATE 1 112" AND 2" WATER SERVICE ASSEMBLIES N NUMBER P W- 2. 1. Iz rn 314' METERS STOPS, SEE NOTE 2 AND BOXES IN ACCORD. 2 METERS W/ STD. DWG '3/4' , 10 WATER SERVICES 5 J ASSEMBLIES 2-1 19 np. FLARED CONNECTIONS 2 1 1° ` It 12 1 3 METERS e 12 Im. 9 4 10 9 B IO 11 np. NOTES ' SEE NOTE 4 METERS 5 1. SILVER SOLDER REQUIRED. e 2. INSTALL CORP. STOP PERPENDICULAR TO PIPE AXIS 9 J. APPROVED BY PUBLIC WORKS ONLY 9 4 9 IO 5 J 17 np ITEM SIZE FITTING / NO OF METERS 70 s 2 METERS 3 METERS 4 METERS 5 METERS 6 METERS 1 1. 1112' 1112' 11/2' 11/2' 5 METERS 4 9 9 0 2 1' 1112- 11/2' 1112' 11/2' 9 P to 3 1' 1 112' 1 112' 1 112' 1 112' e 4 3141 17917d 112' 1 xl xl 111' 1 112' 1 112' 5 J 5 3147x6' 1'x6' 1'x5 112' 1 112'x5' 1 112'x5' 10 6 6 — — — II/2'xixJ /4' 11/1'xl'xJ/I' 6 METERS ' 4 7 - - - 1'x14' 1'x14' e 8 — I xJ14 xJ /4' I7014"1 IxJ /4xJ /4' 1'014x014' 9 9 — 314'x14' 314'x14' 314'44' 314'x14' 16' TYP. SP 10 314' 314' 314' 314' J 14' 10 11 — 1'x314' — — — 12 314' 314' J 14' J /4' J 14' ITEM N0. DESCRIPTION SPECS 1 1 DOUBLE STRAP BRONZE SERVICE CLAMP 1 1 CORP. STOP WITH TAIL PIECE 3 I COPPER WATER SERVICE, TYPE K, SOFT (ANNEALED) 4 1 SILVER SOLDER JOINT TEE 5 2 COPPER WATER SERVICE TUBE, TYPE K, SOT (ANNEALED) SEE CITY 6 VARIES SILVER SOLDER JOINT RED, TEE APPROVED 7 VARIES COPPER WATER SERVICE TUBE, TYPE K, SOT (ANNEALED) MATERIALS LIST 8 VARIES SILVER SOLDER JOINT RED. TEE 9 VARIES COPPER WATER SERVICE TUBE TYPE K, SOT (ANNEALED) 10 1 OR 2 SILVER SOLDER JOINT BEND 11 0 OR I SILVER SOLDER JOINT RED. BEND 12 11fMTR COPPER WATER SERVICE TUBE RISER, TYPE K, SOFT (ANNEALED) REVISIONS BY APPROVED DALE CITY OF POWAY STANDARD DRAWING AP RICE 27748 R DAZE MULTIPLE ' WATER SERVICE ASSEMBLY DRAWING NUMBER P W- 2.3 8' TO 10' TOP OF HANDLE 3" A.C. OVER 6' x 24' DIA. P.C.C. 1 2 J 6" x 36" DIA. P.C.C. SLAB SLAB (PAVED AREAS) (NON —PAVED AREAS) , 4 12" LENGTH OF 10 GA. BRASS CHAIN N 5 6 7 VARIES 8 ABS OR SDR PIPE TOP SHALL BE xx' BELOW GRADE NO C900 PIPE 9 O10 aC�V.0 smi vwc NOTES: L INSTALL CORPORATION STOP PERPENDICULAR TO PIPE AXIS. ITEM NO. DESCRIP770N SPECS 1 1 12" C.I. VALVE BOX AND COVER MARKED "WATER' 2 1 1" BRZ. ANGLE VALVE W/ BRZ. HANDWHEEL & COMP. DISC 3 1 1 112" HOSE THREAD CAP W/ CHAIN LUG. 4 1 1 112' MALE HOSE NIPPLE SEE CITY 5 1 1 112' x 1" 90' REDUCING ELBOW APPROVED 5 1 1" CLOSE NIPPLE MATERIALS LIST 7 1 1" BRONZE COUPLING (FLARE & MALE NPT) 8 1 1' COPPER WATER SERVICE TUBE, TYPE K, (SOFT ANNEALED) 9 1 i" CORP. STOP WITH TAIL PIECE 10 1 DOUBLE STRAP BRONZE SERVICE CLAMP REVISIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING AP o s 7 MANUAL AIR RELEASE ASSEMBLY RCE 27748 R DATE DRAWING NUMBER P W- 3 J/16- GALV. R COVER 25 112' OIA. 1 (6) -I'0 HOLES, EQUAL SPACE 2' CLR. 3 TEST DRAIN VALVE 112" I.P. x 3/4' H.T. U7ILITY MFG, CO. v 12 +1' E NOTE 1 3' MIN. E NOTE 2 3' 12" 6 ' 12' 4 7 IJ 3 /8" GRAVEL SEE NOTE 1 SLOPE UPWARD 6 (2R MIN.) NOTES: 10 1 MIN' ROTAIE OUTLET 1' MIN. OFF VERT. 1. INSTALL CORPORATION STOP PERPENDICULAR TO PIPE AXIS VERT. TO ASSURE UPWARD SLOPE IN PIPE 2. ASSEMBLIES INSTALLED IN EASEMENTS AND VARIES STREETS WITHOUT CURBS. SHALL BE PR07ECTED BY GUARD POSTS PER STD. DWG. PW 16 J. SILVER SOIDER REQUIRED ITEM DESCRIPTION 1 24" T.D. x 4' REINFORCED CONCRETE PIPE 2 90' STREET ELLS 3 COMBINARON.AIR RELEASE AND AIR VACUUM VALVE 4 90' FLARE X FEMALE NPT ADAPTER 5 90' ELL, SLIP 6 FLARE x FEMALE NPT ADAPTER 7 COPPER TUBING 8 I BRONZE CORP STOP AND 114 BEND 9 BRONZE GATE VALVE 10 BRONZE DOUBLE STRAP SERVICE STRAP 11 APPROPRIATE CLAMP (PVC OR AC) 12 BRASS PIPE NIPPLE 13 FLARE X MIP ADAPTER RENSIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING AP 27110 RCE 27748 DATE AIR & VACUUM VALVE ASSEMBLY DRAWING n NUMBER r W— 4 (UK Aa ArrKUYLU OT AU NUTS IO. FLANGED OUTLET, CEMENTED LINED AND COATED STEEL 2O. FLANGED, 90' ELL, CEMENTED LINED AND COATED STEEL VALVE OVALVE WELL AND CAP (PER PW -12) OSTEEL PIPE, CEMENT LINED AND COATED OLEGEND ON PLANS AIR AND VACUUM VALVE O7. 2 -90' ELLS (NOT REQUIRED WITH ABOVE GROUND METAL ENCLOSURES) IREVISIONS BYIAPPROV£DJDATEI CITY OF POWAY STANDARD DRAWING Al'I ;�/27/I.I DATE 4" AND 6" AIR AND VACUUM VALVES RCA N NUMBERG PW -5 8'- 10' TOP OF HANDLE 3' A.C. OVER 6' x 24' DIA. P.C.C. 1 2 6' x 36' DIA. P.C.C. SLAB SLAB (PAVED AREAS) 3 / (NON -PAVED AREAS) 4 12' LENGTH OF 10 GA. VARIES 20' BRASS CHAIN 5 6 7 ABS OR SDR PIPE B TOP SHALL BE xx' BELOW GRADE NO C900 PIPE S 2 D.) ELL ITEM SIZE FITTING PER SIZE M AIN (IEC 4' 6' -8' 10' -14' 1 12' 12' 12' 4' MIN COPPER 2 1' 1 -1 2' 2' TUBING NIPPLE 3 1 -1 2' 2 -1 2' 2 -1 2' 4 1 -1 2' 2 -I 2' 2 -1 2' 5 1x1 -I 2' I- 1/2'x2 -1/2' 2x2 -1/2' L HALL BE MADE WITH 6 1x1 -112' 1- 112'x1 -314' 2'x2' A 45' COPPER SUP ELL 7 1' 1-112- 2' NOTES: 1. INSTALL CORPORATION STOP 45' TO PIPE AXIS. a 1' 1-112- 2' 2. ALL SOLDER TO BE SILVER 9 1' 1-112' 2' ITEM NO. DESCRIPTION SPECS 1 1 12' C.I. VALVE BOX AND COVER MARKED 'WATER' 2 1 BRZ ANGLE VALVE W/ BRZ HANDWHEEL & COMP. DISC 3 1 HOSE THREAD CAP W/ CHAIN LUG. 4 1 MALE HOSE NIPPLE - SEE CITY 5 1 90' REDUCING ELBOW APPROVED 6 1 CLOSE NIPPLE MATERIALS LIST 7 1 1' BRONZE COUPLING (FLARE & MALE NPT) 8 1 COPPER WATER SERVICE TUBE TYPE K, (SOFT ANNEALED) 9 1 CORP, STOP WITH TAIL PIECE 10 I DOUBLE STRAP BRONZE SERVICE CLAMP (A.C. PIPE) REVISIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APP D BLOW -OFF ASSEMBLY 14" DIA AND SMALLER RCE 27748 ER VAT 19 DRAWING NUMBER P W- 6 NOTES: 1. FIRE HYDRANTS LOCATED IN EASEMENTS OR ON STREETS WITHOUT CURBS SHALL BE PROTECTED WITH GUARD POSTS PER STD. DWG PW -16.1. POSITION POSTS 2' IN FRONT AND 2.5' ON EACH SIDE OF HYDRANT. 1 2 ALL FLANGES SHALL BE 150 P.S.I. 1/4" PER FTO J. ALL BOLTS SHALL BE STAINLESS STEEL. RISE FROM TO 4. LOCATE FIRE HYDRANT PER STD. DWG. PW -11. BREAK OFF SPOOL OF CURB 5. VALVE NUT DEEPER THAN 60" SHALL HAVE EXTENSION W17H CHECK VALVE EDGE OF ROAD O PER APPROVED MATERIALS 4" MIN. VALVE CAN LID 1208 N 8 MAX. 2R QUARE F 6. ;.;' :.:. �• IF LESS THAN 18" CK 8 BETWEEN BACK OF CURB 3 PSI PCC H PAD 24" DIA 6" THICK OR BACK OF SIDEWALK AND 3250 PSI PCC SPLASH PAD FILL WITH CONC RED ON YDRANT STEEL PIPE 6 7 SAME AS SPLASH PAD 4 �. 5 a a e v v 10 10 VARIES 10 ITEM NO. DESCRIPTION REMARKS 1 1 6" FIRE HYDRANT PER POWAYS APPROVED MATERIALS LIST 2 1 HYDRANT RISER - CAST IRON SPOOL SCORED (NOT MOLDED), CEMENT LINED 3 1 HYDRANT SPOOL 6" CAST IRON LENGTH AS REQUIRED - CEMENT LINED 4 1 6" HYDRANT BURY ELL FLANGED BY FLANGE - CEMENT LINED 5 1 6 -518" O.D. STEEL PIPE, 10 GA. W/ SLIP -ON FLANGES CEMENT LINED AND COATED 6 1 6" GATE VALVE - FLANGE BY FLANGE PER POWAYS APPROVED MATERIALS LIST 7 1 6" FLANGED OUTLET CEMENT LINED AND COATED 8 1 PIPE SLIP JOINT, 6" AC OR PVC, VALVE BOX ASSEMBLY SEE STD. DWG PW -12 9 1 8" CAST IRON VALVE BOX COVER SEE STD, DWG PW -12 10 3 PCC THRUST BLOCKS 1000 PSI SEE STD. DWG PW -17.1 & 17:2 FOR BEARING AREA REVISIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING ��Z71/O P v CLASS 300 INSTALLATION FIRE HYDRANT ASSEMBLY 2748 ER DATE RCE 7 DRAWING NUMBER P W- 8 MAX. OFF SPOOL WITH CHECK VALVE PER FOOT RISE FROM TOP OF CURB OR EDGE OF ROAD. SPLASH PAD -36" SQUARE 6" THICK CENTERED ON FIRE HYDRANT IF LESS THAN 18" BETWEEN SPLASH PAD AND BACK OF %1- SIDEWALK OR CURB FILL IN WITH CONCRETE SAME AS SPLASH PAD. aj-30" R O ;.s 3 OUTLETS THIS DETAIL IS MORE COMMON FOR RESIDENTIAL WITH ONE (1) 4" DISCHARGE PORT AND ONE (1) 2 112" DISCHARGE PORT FOR COMMERCIAL, THE HYDRANT SHOULD HAVE 2 112" TWO (2) 4" DISCHARGE PORTS AND ONE (1) 2 112" DISCHARGE PORTS FACE Oi FIRE HYDRANT O12" LONG EXTENSION SPOOL OEXTENSION SPOOL O314 "x 3" HEX. HEAD MACHINE BOLTS AND NUTS, TYPICAL ALL BOLTS AND NUTS TO BE STAINLESS STEEL (MARKED 316) OHYDRANT ELL - SHORT RADIUS 6" x 30 "(LENGTH) O6 STEEL OR PVC PIPE O7 VALVE V VALVE WELL INSTALLATION (SEE PW -12) O4" PORT TO FACE HYDRANT VALVE OR PER FIRE DEPT APPROVED DALE NOTES: 1. ITEMS 2,3 & 6 MAY BE CEMENT LINED AND COATED FLANGED STEEL PIPE WHERE PERMITTED BY AGENCY. 2. VALVE NUT DEEPER THAN 60' SHALL HAVE EXTENSION PER APPROVED MATERIALS LEGEND ON PLANS 8 CITY OF POWAY STANDARD DRAWING 6" FIRE HYDRANT RCE 27748 IDRAWING NUMBER 5-/27/)o DATE PW -10 7'0' 1'6' SIDEWALK CONCREI=PRON JY 4, CURB OR ASPHALT BERM z pW O 2 d 3'0' MIN. CONCRETE APRON J'xJ'x6' NOTES: 1. CONCRETE APRON SHALL BE REQUIRED WHEN HYDRANT IS LOCATED IN UNPAVED AREAS. APRON SHALL BE 6' THICK 520 -C -1500 CONCRETE. 2 WHEN DISTANCE FROM HYDRANT TO THE TOP OR TOE OF SLOPE IS LESS THAN 2'0' SPECIAL HYDRANT INSTALLATION MLL BE REQUIRED BY AGENCY. J. WHERE HYDRANT IS NOT PROTECTED BY A VERTICAL FACE OF CURB. PROTECTIVE POSTS ARE REQUIRED. SEE STANDARD DRAWING PW -16.1 FOR DETAILS. 4. THE CENTERLINE QF THE HYDRANT SHALL BE LOCATED 5' MINIMUM FROM CURB RETURN AND MINIMUM 3"6 FROM DRIVEWAY OR ANY FIXED OBSTRUCTION. REVISIONS BY APPROVED DALE CITY OF POWAY STANDARD DRAWING APP D. ENGINEER-- DATE FIRE HYDRANT LOCATIONS RCE 27748 ORA G NUMBER P W -11 3' A.C. OVER 6" x 24" DIA. P.C.C. SLAB (PAVED AREA) 6' ___7' I P. VC. PIPE VALVE BODY O.D. 1 i MIN. CLR. 6" a 6" 5/8" 0 v REINF. BARS A. C. OR P. V. C. PIPE WRAP ALL IRON WITH PLASTIC 10 MIL MINIMUM THICKNESS 8' CAST IRON VALVE BOX & COVER SBF1208 6" x 36" DIA. P.C.C. SLAB f (NON- PAVED) 12' 6' ABS -OR35 GATE VALVE STEEL PIPE CATS VALVE TRENCH BOTTOM 1 B' ELEVATION ELEVATION CONC. ANCHOR BLOCK 'A' rs PLAN APPROVED DATE CITY OF POWAY STANDARD DRAWING G. VALVE, FLG. OUTLET, AND CAP ASSEMBLIES NOTES. 1. INSTALL VALVE OPERATOR EXTENSION PER FO W -13 2. WATER VALVE CAN LIDS SHALL BE PAINTED TRAFFIC WHNE FOR DOMESTIC AND PURPLE FOR RECLAIMED. 2 COATS OF PAINT. CONCRETE ANCHOR BLOCK SCHEDULE PIPE "A" SIZE 4 12 - 6" 12" 8" 8" 15" 12" 10" 24" 12" 5/27/1 TY ENOINEER DATE RCE 27748 DRA C NUMBER P W -12 I" OR LARCER .INSPECTION HL STREET 7- J/8' FLAT »ELD p GUIDE T -nT SIDE s .NOTES: - - 1. VALVE KEY EXTENSIONS SHALL BE INSTALLED: VAIK CANS A) FOR ALL BUTTERFLY VALVES, AND B) FOR ALL GATE VALVES WHEN TOP OF GATE VALVE NUT IS (p0ir - - "" OR MORE BELOW GROUND OR PAVEMENT SURFACE - 2. PAINT ALL CAL VAN /ZED FINISHED SURFACES T WITH ASPHALT VARNISH. l Ua 1' PIPE (WELDED TO SHAFT) VARIES — J. MATERIALS k WORKMANSHIP SHALL BE AS REWIRED BY SECTIONS 206 AND J04 OF SID. SPECS. FOR PUBLIC WORKS CONSTRUCTION- . Tie• �, MOST RECENTLY ADOPTED ISSUE !o r..AucE �\ \ CUT HASHER 1 12. 'r Z-3 4 _ TO FIT PIPE SIZf s 3141 IRON PIPE r TO 7' DEPTH, OVER 7' DEEP GUIDE SUPPORT Ua 1' PIPE (WELDED TO SHAFT) VARIES — I'M BUTTERFLY VALVE KEY EXTENSION I` OR LARG INSPECTION SEC. A -A 2-112' SEC B -B FOR TURNING NUT GATE VALVE KEY EXTENSION To PIPE r 2 -1/2' PmF ✓'r IIJ" ,n BOTTOM Ci C WHEEL TYPE KEY EXTENSION VALVE CANS � '+x ­`STREET SURFACE off 1 J� A q V LOOSE a SEC. C —C 0 CAUSE RELO 1 /8 "p J /A. IRON PIPE TO 7' OEPM OVER 7' USE 1" PIPE B 1 CIJ IB ROD 1 /e' 1 m- �TiA" -i--� I pTY OF POWi4Y STANDARD DRAINNG I-1 i`rn . 1 t j . VALVE KEY OMSaNS PW-13 NOTE NUMBER OF POSTS TO BE DETERMINED BY ENGINEER "'I" CITY OF POWAY STANDARD DRAWING FIRE HYDRANT PROTECTION POSTS TECTION POSTS -16.2 WHEN REQUIRED AGEN Y _OR - TRAFFIC YELLOW) CATS OF PAINT. �H �_12)/lo 'Fr ENGINEER DATE E 277487 NUMBER G r W— 16- 1 Notes: I c lJ c max. Posts Shall be painted traffic yellow. Protection posts are required for all fire hydrants, FDC's, PIV's, and above ground storage tanks located J located less than 4' from a curb. L: ,0' min. ,. i I . I _ FCC to be 500 -C -2500 Posts shall be located not less than 5' from above ground storage tanks. Posts shall be located not less than 2' from FDC's and PIV's J Posts Constructed of Concrete Filled —' Schedule 40 Steel, ±4" in Diameter, 6" min. o With Concrete Cap, 500 -C -2500. Concrete Footings heV1S1U� 1YE CITY OF POWAY STANDARD DRAWING YiYh�0(/ FIRE HYDRANT PROTECTION POST DETAIL RCE� DRAWING NUMBER P*16.2 IN'�' I;lr SEPERATORS, 15I FELT OR EQUAL, III WTI / SEPERA TORS, -„ FELT OR EQUA HORIZONTAL OR VERTICAL BEND CROSS BLOCKING TRENCH WALLS D/2 SECTION A -A NOTES 1. CONCRETE SHALL BE 4500 -2000 OR 565E- 2000P. 2. SEE STANDARD DRAWING W -18 FOR BEARING AREAS. 3. BOND BREAKER IS REQUIRED ON DEAD END BLOCKING AND SHALL BE j15 BUILDING FELT. 4. TAPPED CAPS ARE NOT ALLOWED. 5. A MINIMUM OF 6' OF CONCRETE SHALL BE PLACED BENEATH EACH FlTTING. 6. ALL IRON IS TO BE WRAPPED IN PLASTIC SHEETING MINIMUM 10 MILS THICK m -012 INS BY I APPROVED I DATE CITY OF PO WAY - STANDARD DRAWING CONCRETE THRUST BLOCKS -127/10 DATE RCE 27748 DRA NUMBERG P W- 7• STEEL PLATE (WELDED TO PIPE) LIFT HOOK WHEN REQUIRED BY AGENCY 2 - 14 RE -BARS BLIND FLANGE CAST IRON CAP OR PULG BOND BREAKER WHEN REQUIRED BY AGENCY DEAD END BLOCKING STEEL PIPE A.C. PIPE PLAN ELEVATION 1 D/2 J- D 90' BEND NOTES: 1. CONCRETE THRUST BLOCKING SHALL NOT COVER UNDERGROUND SWING CHECK VALVE INSPECTION PORT. 2. INDICATE PIPE TYPE, SIZE, AND DIAMETER. 3 THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH REGIONAL STANDARD DRAWINGS W -17 & W -18 AND THE CITY OF POWAY SPECIFICATIONS. 4. ALL BOLTS AND NUTS TO BE STAINLESS STEEL (316). 5. ALL UNDERGROUND FlTTINGS TO BE WRAPPED IN 10 MIL PLASTIC PLASTIC SHALL EXTEND 12' ONTO PIPE MATERIAL 6. ALL MATERIALS SHALL BE FM/UL LISTED AND SHALL BE APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. REVISIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APPRO D 5�Z7�10 Y ENNWEER DA TE CONCRETE THRUST BLOCKS RCE 27748 DRAWING n � — 1 7. 2 NUMBER r YY Concrete shall be 279kg /M3- C -13Mpa (470 -C- 2000). I i� 11 Revision By I Approvec ORIGINAL A.Kerchev Add Metric 1 17. Stonton #16 (#5) bars 51mm (2 ") minimum cover Pipe Cubic Ft, Of Concrete Required per 100 P.S.I. Nominal Pressure* Dia 450 22 1/2° 11 1/4° 4 7 4 2 6 15 8 4 8 27 14 7 10 * 21 11 12 16 450,22 112 °',11 1/4° * Increase volumes shown in proportion to pressures existing when pressure testing pipeline. * * Specilal design required G1r7 A ?0U�ey pyP'roUPCI �oiv\T ?eyhfrA ihT ✓tssprnbly xs ?Pa'ifpcl for 'F1n15 APP lilafiior\ Dote I SAN DIEGO REGIONAL STANDARD DRAWING ANCHOR BLOCK ( VERTICAL BEND ONLY ) RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE �NtiJ S101/2A73 Dirperson R.C.E. 19246 Dale DRAWING W_ 20 NUMBER 1 -112' HIGH THRUST COLLAR 8 -j4 BARS 3' LONG FLANGE PVC PIPE ADAPTER N IH THRUST COLLAR g' PVC PIPE CONCRETE ANCHOR BLOCK SCHEDULE PIPE SIZE CL 150 A B C D 12 21' 26' 12' 36' 14' 24' 30' 15' 45' 16' 24' 36' 15' 48' 18 24' 45' 18' 51' NOTES 1. WRAP ALL IRON MTH 10 MIL THICK PLAS71C SHEETING. 2 THIS ORA MNG IS NOT APPLICABLE TO STEEL PIPE INSTALLA TTONS. CONCRETE ANCHOR BLOCK A BUTTERFLY VALVE FLANGE ADAPTER MFPPTIPE TRENCH 807TOM CONCRETE ANCHOR BLOCK %fit' /� •I UNDISTURBED SOIL SECTION A —A RENSIONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APP o �� �7 /IQ CONCRETE ANCHOR BLOCK FOR E R- DATE BUTTERFLY!:VALVE ASSEMBLY RCA INx8 12 -INCH AND LARGER NUMBE G G P W -19.2 SECTION L 6 MINIMUM CLEARANCE NOTES 1. FOR TRENCHING ON IMPROVED STREETS SEE STANDARD DRAWING G -24 (TYPE A) FOR RESURFACING DETAILS. TOP 12' SHALL BE 95X R.C. 2 (') INDICATES MINIMUM RELATIVE COMPACTION. 3. BEDDING MATERIAL SHALL BE GRANULAR WITH A SAND EQUIVALENT (SE) OF NOT LESS THAN 30 AND AN EXPANSION COEFFICIENT, WHEN SATURATED WITH WATER, OF NOT MORE THAN 0.5 OF ONE PERCENT (0.5X). THE SAND MATERIAL MUST PASS 100X OF 14 SIEVE SIZE SIEVE SIZE PERCENT PASSING 14 100 18 75 - 100 1200 0 - 15 BY APPROVED DATE AP VE CITY OF POWA -Y STANDARD DRAWING 5y, 1Y E EER D PIPE BEDDING AND TRENCH BACKFILL RCE 27748 FOR WATER MAINS DRAWING NUMBER P W- 2 1 0 o W o TRENCH WIDTH g a � CS m W � � X � W 2 PIPE O.D. 5< 0 6" MIN. 8" MAX. � m I26W� W O Q II f INVERT ELEVATION SECTION L 6 MINIMUM CLEARANCE NOTES 1. FOR TRENCHING ON IMPROVED STREETS SEE STANDARD DRAWING G -24 (TYPE A) FOR RESURFACING DETAILS. TOP 12' SHALL BE 95X R.C. 2 (') INDICATES MINIMUM RELATIVE COMPACTION. 3. BEDDING MATERIAL SHALL BE GRANULAR WITH A SAND EQUIVALENT (SE) OF NOT LESS THAN 30 AND AN EXPANSION COEFFICIENT, WHEN SATURATED WITH WATER, OF NOT MORE THAN 0.5 OF ONE PERCENT (0.5X). THE SAND MATERIAL MUST PASS 100X OF 14 SIEVE SIZE SIEVE SIZE PERCENT PASSING 14 100 18 75 - 100 1200 0 - 15 BY APPROVED DATE AP VE CITY OF POWA -Y STANDARD DRAWING 5y, 1Y E EER D PIPE BEDDING AND TRENCH BACKFILL RCE 27748 FOR WATER MAINS DRAWING NUMBER P W- 2 1 ' METAL TAPE INSTALL AT TOP OF PIPE ZONE OR A MAXIMUM OF 36" iz J w 0 a SECTION NOTES: •1. ALL TAPE TO BE 3' METALLIC - BLUE IN COLOR AND 'WATER LINE BELOW' PRINTED CONTINUOUSLY. 2 ADEQUATELY BOND SERVICE TAPE TO ENSURE ELECTRICAL CONTINUITY. 3. TAPE SHALL EXTEND INTO SERVICE BOX OR WELL CASING TO ALLOW FOR MARK -OUT BY CONTINUITY TESTER. Z Q g a� �Z 2 a METAL TAPE d W ? W J C ? m J U � la a � a SERVICE W (TYPICAL) a PLAN APPROVED DATE CITY OF POWAY STANDARD DRAWING METALLIC TAPE LOCATOR FOR NON- METALLIC WATER PIPE S�27 UKAWINU NUMBER P W- 25 _ CU/B1LINE _ _ _ P.CC lNRUST &OCN CURB LINE YIN. SKAREA - Z A FOR WATER W� E Um"wSOU SEE 570. DMC. FOR WAIER — A -- - -- SFRWCE AMBLES ,per 9"ALK AA9 VAIA '. A 6' QF B • 10 12 12 Ac B 1 J 6 s 10 12 1 r p 14 I1" I I1" R LW 7 PLAN PFE SPG,STpMRS PLAN NO 071ER caxNECnas z 12 3 x J T 14 4 p 4 { II E 6 yn ROOM= 30' B 3 E R 3 tl 1 2 1 J 10 9 7 1J 10 NOTE SLIER SOLDER REQUIRED CALL OUT PIPE 'g'n'u PCC SUPPORT-J x N If04 WE LO.- SQUARE (YM J 4 FEWALE 3 4 7 2 flANC6 FOR 3-615 RENF. BARS 1 112' Q 2' OUTWE OF CONTROL VALIS 9 IRENCN BOTILW S. SEC17ON A —A B SEC77ON A —A No OnmR OLHEcnw 314', 1 -112- AND 2' ASSEMBLY PCC PFE SUIPORT J',4' AND 6' ASSEMBLY EQUIPMENT SCHEDULE SIZES — DIMENSIONS 17EM WO. DESWnON vice ONS REF. 314' 1' 1 -1/2' 2' J. 4' 6' 1 2 COPPER ADAPTER S1 x E1ALE NP.7. A Y -0' Y -O' 4' -0' 4'-0' 6' -6' 6' -6' 6' -6' 2 - TiPE 'IY' HARD COPPER TUBE B 2' -0' 2'-0' 2' -6' 2' -8' 4' -0' 4' -0' 4' -6' J 4 COPPER C X C Ell. C V -0' 1'-V 1' -0' 1• -0' 1'-6' 1' -6' 2• -0' { NNE 00-M PIPE - SOLDERED D Y J-1/2' 5-11Y 5-0' 14' ID' 12' 5 2 BRASS 0.05E 6WPlE E 1' -6' 1' -6' 1'-6: 2'-0' 2' -0' 2' -0' 2' -6' 5 1 RIDIXID PRMW 64WM PRENVIRR OEWCE 7 1 /EMPORARY CAP Z - - - - 5 SF 5 SF 9 SF, 8 I ADAPTER Cl. FIG. R.T. 1 W 5 3/4' 1' 1 -14' 21 - - - 9 - AC OR PVC - 150 PPE 570. J' -J' LENGTH M.0.A 6 J 14' 1- 1 -112' Y T 4' ID 2 90'FlG x F.T. CI. BEND 7 3/4' 1' t -1/2' 2' 4' 4' 11 2 FIG Cl. 9'ODC N47EGRALLY CAST FLANGES 8 7wU 10 - - - 4' 4' 12 2 90'FlG C1. BEND 11 & 12 - - - J' 4' Ll�= 13 2 FIG C1. REDUCER IJ - - - 4 "r - 14 I 2'X JY 4' COLIC PAD W/9'E.19F PAD SEE TABLE - 14 11701 +IWT *701 *1007 11X11+2007 1202 +2007 GV -200 GV-200 REW9ONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APP D V2 7/1 D RCE 27748EER Da 7E REDUCED PRESSURE BACKFLOW PRESENTER ASSEMBLY DRAWING NUMBER PW -26 h'LAIV NOT TO SCALE ELEVATION .Awn" 10T TO SCALE -aT ,n;n }EYV 9LQ E7lC, % l�'V Le. DyPa is ft10.V Q� r�na�o, qed ,Oa>h a.t04 APptp�flL. S`IQess musi Sr-1 ir4cA bV �aclCFle� PteuM }er CITY OF.POWAY STANDARD DRAWING IATVF° . " & LARGER WATER METER/ BACKFLO '" `IWLA PREVENTER INSTALLATION DRA KING * ILIA/ -7 NUMBER r V — 2 / NOTES: I. 48 "CHAIN LINK FENCE WITH BLACK EPOCY COATED FINISH IS OPTIONAL. - 2. PAINT AS PER POWAY STANDARD 3. FLANGE BOLTS ARE TO BE 316 STAINLESS STEEL. 4. LOCATE BACKFLOW PREVENTION DEVICE IN SUCH A MANNER THAT WILL ALLOW THE DEVICE TO BE READILY ACCESSIBLE FOR INSPECTION AND REPAIR. 5. TESTING SHALL BE CONDUCTED PRIOR TO ACCEPTANCE BY PUBLIC WORKS. 6. MATERIALS SHALL BE SELECTED FROM THE CITY OF POWAY'S APPROVED MATERIALS LIST. ITEM NO. DESCRIP77ON SPECS I - WATER METER SINGLE READ COMPOUND (SUPPLIED BY THE CITY OF POWAY) _(INSTALLED BY CONTRACTOR) - 2 - WEDGE VALVE RER APPROVED MATERIALS LIST 3 - 90' ELBOW CAST IRON 4 - BACKFLOW PREVENTER PER APPROVED MATERIAL LIST 5 - STRAINER 6 - CONCRETE PAD 6- THICK (2,500 PSI) 7 - THRUST BLOCK PW -17.1 8 - ADJUSTABLE VALVE SUPPORT 9 - 36" MIN. 10 - 12" MIN., 24" MAX. 11 - 18" MIN., 30" MAX. 12 - BALLARDS - PW -16.2 13 - PUSH -ON T CAST IRON MUST BE SIZE OF SERVCE 14 - PIPE PENETRATION WRAP IN 10 MIL 0SOUEEN 15 - FLXFL REDUCER UNINTERRUPTABLE SERVICE EOUIVILANTS SERVICE SIZE METERS REOUIRED J. Z - 2" METERS 4" 1 - 3' METERS 6" 2 - 4" METERS 8" 1 - 6" METERS 10" 1 - 8" METERS REwslors BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APP ov r E cl E 3� o r " &LARGER WATER METER/ BACKFLO PREI/ENTER INSTALLATION DRAWING 1� NUMBER r W - 2 7. 1 f NOTES DIELECTRIC CONNECTIONS SHALL BE REWIRED ON ALL AIR AND VACUUM VALVE ASSEMBLIES, MANUAL AIR RELEASE ASSEMBLIES, BLOW -OFF ASSEMBLIES, AND WATER SERNCE ASSEMBLIES WHERE COPPER TUBING OR BRASS PIPE CONNECTIONS ARE MADE TO STEEL MAINS, 2 W a a ^. W 7 A \ i rrPICAL DOUBLE TOP OR VALVE WRAP SECT A -A IN OPEN POS1770M UNLESS OTHEWISE DIRECTED. LENGTH OF WRAP ZONE = 4 FEET /\ COPPER TUBING VALVE OR CORP. STOP STEEL COUPLING INSULATING BUSMNG 31,r 314" 1' 3 /4 "xf" 1" 1' J -1 /T' 1'xi -112' 1 -112" 1 -112" 2' 1- 112 'x2' 2" 2' 2-1/2' 2'x2 -1/2' ITEM NO. I . DESCRIPTION SPECS ' 1 1 112 LENGTH OF EXTRA, STRONG PIPE COUPLING 2 1 INSULATING BUSHWG -NPT - SE CITY 3 1 CORPORATION STOP -MALE NPT x FLARE NUT APPROVED 4 1 CORPORATION STOP FLARE NUT MATERIALS UST. 5 1 PVC TAPE (10 MILL, PRESSURE SENSITIVE) IREW,qONSIBYI APPROVED1 DATE pTY OF POWAY STANDARD DRANNNG nCE DI ELECMC COWECnav . R 3� TO : snu mm ORAWING p,I'_ rj Q NUMBER 1� II LO CURB I/NE ../•�► CURB IlNE 1/8" FootcB 1 +' -0' JOINT (w) 18. \ BRASS SCREEN, \ 6' lYP SL SIL CLAMP 16 17 1 18- SLSR CLAMPS fLOAI + FLOAT, WELL BRASS SCREES (CONE SHAPED) - +-0 Id 4 =i� 11 i!TfiL Li=i 1' -J B ,L;IIIiI3f SEE SM. DWG. FOR WAFER tiVTT'VTLI - 14) SERNCC, ASS41 BL1C5 ROTATE PIPWC, METER, I (17� 19 18 -3' DIA. DRAIN EACH END (SCREENED) VAULT AS SHOWN 2T R/W BLOC Y: N PIPElOMER'S LCJSTOMER'S APE TRENCH 60 TOMI 6' MIN. PLAN Z2 OUTLET PIPING 'I 14 13 FF. '41 SUPER RE(IIIRFD (`4) 16 8 NO VFP —. 12 1J)� (15 10 9 DETAIL 'A" 14 15 II 12 11 16 J -6• 10 9 17 '7' AlR GAP A 1 _ 6' 4 6 12' PCC RA� tfL IIItt k IB Fix7DNL(I)A.) -.LATER HO IA FED 90' FOR CLAIRIIY LVCC SUPPOHi ULUCF' : l.i INLET PIPING DETAIL A SECTIONS EQUIPMENT SCHEDULE SIZES- DIMENSIONS ITEM REO. DESCRIP DON SPECIFICARONS REF. 3 14' 1 1 -112' I 2 COPPER ADAPTER, S.J. x MALE N.P.T. A 6' 8" IY 1Z 2 - RPC 'K' SQ`i COPPER TLBE B 2' -3' 1' -J" 2' -1' 1' -0' 3 1 BRONZE 90' SCREWED ELL I THRU 7 314' 1" 1 -112' 1' 4 - BRASS PIPE, THREADED 8 ?74" - 4 RED ! " -2 REG 1 -112' -2 REG - 2 REG 5 I BRONZE UNION, SCREWED 9 - - - - 6 &10 - BRASS CLOSE NIPPLE 10 J /!' - - - 7 1 BRONZE CLCBE VALVE, SCREWED It J 14' 5CR. I' FIG. 1 -112' FIG 1' FIG. 8 - /150 BRONZE FLANGE, SCREWED SEE TABLE 12 314' 1' 1 -I 12' 2' 9 2 BRONZE BUSHING. OUTSIDE HEAD- SCREWED 13 J 14' x I' 1' 1-112' - 2' 11 I FLOAT VALVE 14 i" x 3' 1' + 4' 2' x 6' 2' x 6' 12 1 CROCE PLATE, PADDLE TYPE SEE SID. SPECS FOR BDRWC DIA 15 & 16 3' '4' 6' 6' IJ 1 COPPER ADAPTER, FTG, MALE NP 1. 17 & 19 8•- 8' 8' - 8' N 1 COPPER FIG. ADAPTER, FIG.. S.J. 18,20,21 8• 8' 10" I1' 15 2 COPPER 90' ELL, S1 21 8' 8" /0'x 10'x8' 12'xI2'x8* I6 - TYPE 'K' HARD COPPER NBE • WITH 1 -1/2' "2 FLUSH, BRONZE BUSHING 17 &18 1 O.I.P. FIG. ONE ENO 19&20 1 F7G90' Cl BEND 11 1 FIG, C.I. TEE 22 1 FIG. Cl. SPOOL 12" LONG INTEGRALLY CAST RANGES 23 - PRECAST CONCRETE VAULT 'OUICKSEr TV -1013 24 - NWGED COVER, PARKWAY T1PE 'OUIGY(SET' GPB -3100 REVISIONS BY APPROVED DATE aTy OF p0WAY V! 1 STANDARD DRANING APP O 3 AIR W MDARA 70R ASSEMBIJE RCE G E A DRAWING W-29 NUMBER r F C1- 1 2 3 TYPICAL 4 8 10 10 7 5 FINISH GRADE 6 A6 6 SECTION �BFP 6L06 1 +V Ma (a4� NO SCALE A6 f7o$lt P W M4 �10 o'rH Cr R 4oWNfJTlo445 ITEM NO. DESCRIPTION SPECS 1 - BACKFLOW PREVENTER PER APPROVED MATERIALS LIST 2 - BALL VALVE -RER APPROVED MATERIALS LIST 3 - 90' ELBOW COPPER 4 - UNION BRASS OR COPPER - 5 - CONCRETE PAD 6° THICK (2,500 PSI) 5 - THRUST BLOCK PW -17.1 FOR 1 112" AND LARGER 7 - 12° MIN., 24" MAX. 8 - 6" 9 - 12" MIN. 10 - RISER RAPPED WITH PLASTIC TAPE THROUGH CONCRETE 11 - SUBGRADE COMPACTED 907 REWSIONSIRYI APPROVED1 DATE I CITY OF POWAY STANDARD DRAWING APP 0 * cNE /3n� A E 2" & SMALLER BACKFLOW PREVENTER INSTALLATION DRAWN NUMBER �- 7 J The contractor shall be responsible for back flow prevention by installing a Reduced Pressure Principle Prevention assembly (R.P.). The test must be mailed /faxed to the City's Cross Connection Control Department within five days after installation. Failure to do so can result in termination of service. Any questions contact City Cross — Connection Control Dept (858) 668 -4744 or 668 -4735. 4 3 1 z 6 5 ELEVATION ITEM N0. DESCRIPTION REMARKS 1 FIRE HYDRANT Z 1 CONSTRUCTION WA TER METER SUPPLIED BY THE CITY OF POW 3 1 MALE FIRE HOSE CONNECTION 4 i REDUCED PRESSURE BACKFLOW PREVENTER SUPPLIED BY CUSTOMER 5 1 ADJUSTABLE PIPE SUPPORT 6 1 FEMALE.FIRE THREAD CONNECTION REV75IONS BY APPROVED DATE CITY OF POWAY STANDARD DRAWING APP E " 5127/10 CONTRUCTION METER BACK FLOW ASSEMBLY RCE27745r DA DRAIING NUMBEP, r —��• NOTES 1. SECTION A -A LOCATED ON POWAY SID. DWG. PW -18.2 TO 2. ffCBWN B -B LOCATED ON POWAY SID. DNG. PW -19.0 D VENT :% J0 Dv BEIN - 3. STEEL PIPE AND FIRINGS SHALL BE 10 GA. STEEL WALL - D HOOD`. THICKNESS UNLESS OTHERNISE NOTED 6' P.V C. VEN! JNF 4. ALL FERROUS VAULT PIPING TO BE CEMENT OR EPDXY 5. ALL FLANGES SHALL BE CLASS 150 8'-0' I ' -6 J2 73 !0 - e l' -9 112' \ 12 8-1 9' 11 12 IJ 9 7 9 — II POUR AGAINST EARN o J' � 28 I' -5 I12 J 9 / ib / 10' _ . "i._ _ A.C.P. A.C.P. 1. —... .. ... 19 rJ A 5 3 29 A JI N pp 75_0/B. 8 POUR AGAINST UNDISTURBED EAR 1H— — II -I/2 11 -I/1 1_9. - 1 12' ttt MIN. - 4 -0 �•, 13at � 0 J w� SU UU" BEND B PLAN (SEE SEC. A -A FOR REINFORCING) EQUIPMENT SCHEDULE ITEM DESCRIPTION ITEM DESCRIPBON 1 10' CAST IRON RC r AC ADAPTER 19 6' PRESSURE FEUEF VALVE, CLAYTON MODEL 5IG -01, EPDXY COALED 2 '10' x 8' STEEL PIPE REDUCER, CEMENT LINED AND COATED, FLG x PE 20 6' r :0 GA. MELDED) STL. PIPE, CEMENT LINED OUTSIDE OF PIPE, TO BE CEMENT COATED OUTSIDE OF VAULT AND BARE INSIDE OF VAULT 3 8 -518' 0.0. x 10 GA SR PIPE, CEMENT LINED. OUTSIDE OF PIPE TO BE CEMENT 21 6' STD. WT GALV. STL PIPE COATED OUTSIDE OF VAULT AND BARE INSIDE OF VAULT 4 8- GATE VALVE W/ HANOWHEEL 21 MUSHROOM TYPE HOOO- ALHAMBRA FOUNDRY IA -216J 5 8' PRESSURE REDUCING VALVE, CLAYTON MODEL 900 -01, EPDXY COATED 2J ROW INDICATOR 6 6' STEEL RANGED OUTLET 24 3' VALVE BRASS MANIFOLD 7 SHORT RADIUS SID. WT. STL 90' ELBOW W/ BASE (2' PIPE W/ I 14' STL Q) 25 3/6' 0.0. REFRLC£RATION TUBING 6 6' X 6' x 4' STD. WT. STEEL TEE 25 ADXSTABLE PIPE SUPPORT, GRINNEL P64 9 4- &4 7E VALVE W/ HANDWHEEL 27 1' PIPE SUPPORT W/ AO.OSTABLE COUPLING AND FLOOR FLANGE IO 4' PITESR)Rf REDUCING AND FLOW CONTROL VALVE CLAYTON M001L 49G -01, EPDXY COATED 28 3 -I/2' PRLS6GTE GAIT W1 CAGE G'CGN. 0-200 PSI, MAM TYPE 1 USG It 4' ORIFICE PLATE 29 H05F BIBB AND PRESSURE GAGE - S51 DETAX 12 4' HARNESS -SEE DETAIL 30 314'0 SPIDER THE ANCHOR INSERT W1 314'0 SHANK, CALV NELDLESS EYEBOLT IJ 4' R£X COUPLING J/ G:ALV. LADDER - ALHAMBRA FOUNDRY /A -1440 14 4' SHORT RADIUS STD, WT. STEEL 90' ELBOW J2 PRE -CAST UNUTY VALET - 15 4' STD. WT. STL. PIPE SPOOL - JJ 94WW FNA C A10 COU- ALHAMBRA FOUNDRY JA-11C5 W1 CAP SCREWS AND NEOPRENE RAG SELL I6 4- STEEL FLANGED OUTLET J4 6- SCH. 40 PNE.. PIPE AND FITTINGS (VENTS) 17 6' SHORT RADIUS SID. WT. SR 90' ELBOW 35 6' SCH. 40 P.V.C. FEMALE ADAPTER IB 6' G47E VALVE W1 FWNDWHEEL 36 PRE -CAST REIN". CONCRETE NECKWG AND GRAVE RINGS REN50NS BY APPROVED DATE CITY OF POWAY STANDARD ORAMING O ATE P REGULA 17NG STA77OH PLAN WEW IRCE374140 NUMBERG PW -31.1 r -r Evw 'A1 ' / -' GAL I! MIS G W/ ca.v CUT 0946Rs FLANGE TO BE FACED AND DRILLED TO UATa 1501 FLANGE SECAON A -A —1301 FLANGE D.D. Sm. 40 PIPE I, "0" 0100 CRANE N0.5B PUBCQ NO C -:6.1 I' EXTRA STRONG PIPE COUPLING M - 8RASS REDUONG BUSNWC I 9NA55 LEE I - CORP. STOP J. JONES 1J-17 OR ANEUER Rl 10011 l 8-518' G.D. w 10 GA. HARNESS DETAIL HOSE BIBB DETAIL NOTES. I. STEEL PIPE AND FIEIINGS 9FC BE 10 GA STEEL WALL MfCKNESS UNC[SS OMERWSE NOTED. z. ALL FERROLS VAULT PIPING TO BE CENT OR EPDXY. J ALL FLANGES OfAU Br cuss 150 - MONS BY APPROVED DATE CITY OF POWAY STANDARD DRAING APPR � A PRESSURE REU" MG STA nON RCAW NEE D s�cnON A -A AND DETAILS NUMBERGPW -31. !. STEEL PIPE AVO fll!IM7% ;BALL BO 10 CA STEEL WALL THICKNESS UNLESS OIREPIISE NOIEO, 1. ALL FERROUS VAULT PIPING ,O'BF;CEMEN, OR EPOAY J. ALL /IANCF-. `HAIL BE CA.iS MO, ARMOO YODEL IOC OR EOUAL 6' FLAP GA IE r: � 1 •WMIN�S0.1 ROCA HEORWI' Y ALL SURr AGES' ROM. Hot MOP S or 15' TELL f7AP .G -,7E FOR PRESSURE VENIRA71 N - UNE RELIEF UNE PRORLE APR° oA� aTY OF POWAY STANDARD DRAWNG %Rt '_ PIX.IEMttfNE (1 LA,ERS) A J' LONG ANDIOR BLOCK „ L CIYLplIVGGK Ur PRESSUff REGULATING STATION ICE, SECTION B —B AND DETAILS DRAWAIG _31. NUMBER DESCRIPTION 1 ALUMINUM HOUSING 2 FLUSH MOUNTED LOCK 3 JIB INCH COPPER GOOSENECK 4 111 X J/8 INCH BRASS VALVE 5 112 INCH BRASS PIPE NIPPLE 6 LID: SIDE, FRONT AND TOP NEW VOID PACKED WITH 3/8 MAX CRUSHED ROCK RISER LOCATED 18" BEHIND EDGE OF SIDEWALK 36" SQUARE X 6" THICK CONCRETE SLAB BRONZE COPPER FLAREX FEMALE PIPE THREAD. ADAPTER W/ BUSHING SILWR SOLDER REWIRED. CRUSHED ROCK MIN. 6" BELOW BOTTOM OF ALUMINUM HOUSING VED I DATE CITY OF POWAY STANDARD DRAWNG 161A 1" WATER WPUNG ABLY DRAWING pV/ Z2 NUMBER !" ►I Tamper device for monitoring each OS &Y valve. „N„ GENERAL NOTES: A. Materials shall be UL listed for fire service. B. Materials shall be inspected prior to installation. C. 316 St. Stl. Nuts and Bolts D. Location of backflow and FDC shall be approved by Fire Department prior to placement. E. Wrap bolts with 10 mil plastic sheathing prior to placement of thrust blocks. F. For street valve information, see Engineering Standard PW -12 le FDC be remote per Marshal Aoorov 12° min. sand cover NOTES: Q1 O.S. &Y. gate valve with full encapsulated resilient seat approved equal conforming to latest edition AWWA standard C509 02 U.S.C. approved backflow preventer assembly with 3/4 non — valved bypass meter assembly Backflow. Support assembly per manufacturer's recommendations. 03 All risers and above ground mainline fittings shall be ductile iron flange type, epoxy coated inside or cement mortar lined. ® Concrete Slab, 2500 psi min. • Protection Post may be needed. PO x Fl 90' © PCC thrust blocks, size as required for soil type. (See PW -17.1 & 17.2) 2000 psi min. Q Not Used ANY MODIFICATION TO FIRE DEPARTMENT REQUIREMENTS MUST HAVE WRITTEN APPROVAL FROM THE FIRE DEPARTMENT. APPROVED I DATE CITY OF POWAY STANDARD DRAWING DOUBLE CHECK DETECTOR BACKFLOW PREVENTOR NUMBER X12 711 o DATE —J FINISH GRADE DEMOLITION SECTION ND SCALE 2 3 4 5 6 ® 7 8 RE-WORK PLAN NO SCALE ITEM N0. DESCRIPTION SPECS I - REMOVE EXISTING DEVISE AND CONCRETE PER APPROVED MATERIALS LIST 2 - VALVE BOX 12 "X17" PLASTIC - 3 - FULL SIZE TO 314" TEE COPPER 4 - 314" NIPPLE COPPER 5 - 314" TO 314 THREADED COPPER 6 - /8" COPPER 7 - VALVE OR TEST COCK BRASS 8 - RESSION FITTING COPPER 4314"TO REVISIONSBY APPRO CITY OF POWAY STANDARD DRAWING APP 0 r E7TGIAIIII *o- BACK FLOW PRESSURE TEST STATION DRAWING -34 zn r H/ J NUMBER —J .__J ''E' NotE MY4gALL.3rd BGIIIIUWE 44 ,!h Pbi Y1+ a e:vu eea I I� Et' <i L?IV�t IV 2 4 2 FINIS GRAD lrl,,G Phi e— ncrel= i%rosi I3lr�K SECTION NO SCALE ITEM NO. DESCRIPT'ON SPECS I - PRESSURE REGULATOR OWNER SUPPLIED 2 - 1' BALL VAVE BRASS 3 - STRAINER OWNER SUPPLIED 4 - UNION COPPER 5 - 1' THREADED NIPPLE COPPER 6 - THREADED CAP BRASS 7 - FULL SIZE TO I" TEE COPPER REVISIONS BY APPROVED IDA TE I CITY OF POWAY STANDARD DRAWING APR VE it MOTE >o POTABLE VIA TER SERVICE LINE BYPASS DETAIL ENGINEER A E DRAWING NUMBER P A� 7 �'V — J 5 .__J DRAM 1/ . GRADE RISER -� Jo O _ 2 J 2 1 SLOPE -1" PER FOOT :.: B LEVEL B" CHANNEL SHALL BE SHELF VERTICAL ABOVE SECTION A -A SPRING LINE 3/4 INSIDE DIA. OF PIPE SECTION B -B Noks. 1. MANHOLE FRAME AND ALL JOINTS SHALL BE SET IN CLASS 'C' MORTAR. 2. ALL PRECAST COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C -478. J. VERTICAL WALL OF CONE SHALL BE ON THE UPSTREAM SIDE OF THE MANHOLE. 4. CONCRETE BASE SHALL BE 560 -C -3250. 5. APPROVED WATER STOP REQUIRED FOR PLASTIC PIPE CONNECTORS. 6. PRECAST SECTIONS SHALL BE USED WITHIN DIMENSION 'A' AS REQUIRED. IN ORDER OF PREFERENCE LISTED. A. CONE (NOTCHED FOR PIPE IF DIMENSION 'A" IS LESS THAN 3). B. 6' TO 18" OF 3' DIAMETER GRADE RINGS /AND /OR RISERS. C. , 5' DIAMETER SHAFT VARIABLE HEIGHT. 7. FLEXIBLE PIPE ANTS SHALL BE REQUIRED WITHIN 12' OF INSIDE FACE OF MANHOLE EXCEPT FOR PLASTIC PIPE. 8. ALL PATCHING WITHIN MANHOLE BASE SHALL BE EPDXY MORTAR. 9. PRIOR APPROVAL OF PRECAST BASE IS REQUIRED BY THE AGENCY. ' pTY OF POWAY STANDARD DRA WNG 14 r 3 rrIYENCINEER LIP *7 qga MANHOLE 5' x 3' DIAMETER RCA . DRA WINIG S— 1 NUMBER !- � 1 EXISTING A. C. PA WMENT BACKFILL COVER AND FRAME PER STD. DWG M -3 PAINTED TRAFRC YELLOW) 2 COATS. a ,`m CLASS 'A' PRECAST e a' MANHOLE PER STD. DRAWING PS 2.1 NOTE THIS DETAIL TO BE USED ON ALL MANHOLES THAT ARE LOCATED IN A.C. IN AREAS *4ERE THERE IS NO AC PANNG POUR PCC COLLAR PAYED AREAS. 12' THICK x 24' HIDE OUTSIDE OF MANHOLE FRAME 15 av5I BYE APPROVED DATE I CITY O . POWAY STANDARD ORA WING % 12" CONCRETE COLLAR 3aSv y5v SECTION UKAWINU (]C_Z.Z NUMBER r J 3250 PSI CONCRETE NOTES veI .VE BOX AND COVER i CAP VIED CAP KFILL TO TOP OF 1/8 WITH 1' MAX. AGGREGATE 1. GATE CAP SHALL BE LABELED 'POWAY SEWER' 2 CLEANOUTS MAY BE USED FOR EITHER V.C.P. OR PLASTIC SEWER MAINS. 3. RISER TO BE SAME DIAMETER AS SEWER MAIN. 4. IN UNPAVED AREAS A PCC COLLAR 6' THICK AND 36' IN DIAMETER IS TO BE POURED AROUND THE LID 5. 3" AC OVER 6 "x24" DIAMETER PCC SLAB (PAVED AREA) TYPE A 13' MACHINED FRAME 9 3/4' AND LID SEAT AND SIDE 90' 9 1/4' (2) v111 V" LEGEND ON PLANS (HEAVY DUTY) APPROVED DATE CITY OF POWAY STANDARD DRAWING END OF LINE IRCE 17748 SEWER MAIN CLEANOUT DRAWING NUMBER PS -3 1 O � � / O o Z PIPE O.D. U 0 j G " 0 6" MIN. - 8" MAX. o - TRENCH WIDTH W .-Lor ja qq O N 3 � O O y � e 'z U � 0 O D14 4" MIN. TO 8` MAX. BENEATH PIPE OR 1" MIN. BENEATH BELL WHICHEVER IS GREATER INVERT ELEVATION J J 14' MAK CRUSHED ROCK NOT- I. FOR TRENCHING IN IMPROVED STREETS, SEE STANDARD DRAWINGS G -24 TYPE A TRENCHING RESURFACING. 2. (*) INDICATES MINIMUM RELATIVE COMPACTION. J. MINIMUM DEPTH OF COVER FROM THE TOP OF PIPE TO FINISH GRADE FOR ALL SANITARY SEWER INSTALLATIONS SHALL BE J FEEL FOR COVER LESS THAN J FEET, SEE STANDARD DRAWING S -7 FOR CONCRETE ENCASEMENT 4. SEE TYPE A INSTALLATION DETAILS NOT SHOWN FOR TYPE B AND C. 5. TYPE C INSTALLAAOV TS FOR PIPE WITH DIAMETER 15' OR LESS." 6. THE UPPER 12 INCHES OF SUBGRADE IN STREETS SHALL BE COMPACTED TO 95Z ?Y APPROVED DALE aTY OF POWAY.STANDARD DRAINNG MAPPR G1NE 5* PIPE BEDDING AND TRMCH BAMLL FOR SEl"S DRA KlN,C PS-4 NUMBER O o Z PIPE O.D. U 0 j G " 0 6" MIN. - 8" MAX. o - 4' TO 18" PIPE .-Lor BELL D14 4" MIN. TO 8` MAX. BENEATH PIPE OR 1" MIN. BENEATH BELL WHICHEVER IS GREATER INVERT ELEVATION J J 14' MAK CRUSHED ROCK NOT- I. FOR TRENCHING IN IMPROVED STREETS, SEE STANDARD DRAWINGS G -24 TYPE A TRENCHING RESURFACING. 2. (*) INDICATES MINIMUM RELATIVE COMPACTION. J. MINIMUM DEPTH OF COVER FROM THE TOP OF PIPE TO FINISH GRADE FOR ALL SANITARY SEWER INSTALLATIONS SHALL BE J FEEL FOR COVER LESS THAN J FEET, SEE STANDARD DRAWING S -7 FOR CONCRETE ENCASEMENT 4. SEE TYPE A INSTALLATION DETAILS NOT SHOWN FOR TYPE B AND C. 5. TYPE C INSTALLAAOV TS FOR PIPE WITH DIAMETER 15' OR LESS." 6. THE UPPER 12 INCHES OF SUBGRADE IN STREETS SHALL BE COMPACTED TO 95Z ?Y APPROVED DALE aTY OF POWAY.STANDARD DRAINNG MAPPR G1NE 5* PIPE BEDDING AND TRMCH BAMLL FOR SEl"S DRA KlN,C PS-4 NUMBER A NEW SEWE PLAN ` 8° OR LARGER — TO BE A.B.S. COMPOSITE PIPE Al STAINLESS STEEL CLA EXISTING SEWER PLAN Em �r•� a REVISED '• MAY 1979 C ,ATE, AUG. 1975 SOLID WALL AELS. 1/8 BEND-1 MOLDED OR FACTORY SOLVENT WELDED A_aS. WYE SECTION A -A SOLID WALL A9S. 1/8 BEND-T 0 FIELD - APPLIED "REDUCING,-WYE s SOLID WALL AIRS. LATERAL NOTES: k( I. FOR BALANCE OF LATERAL DETAILS SEE STD. OWG. �I P -5 AND P -6. 2. ALL LATERAL JOINTS SHALL BE MADE WITH `t APPROVED WELDING SOL- VENT PER MANUFACTUREF SPECIFICATIONS. ANGLE 3. BEDDING FOR SOLID WALL VARIABLE A.B.S. LATERAL SHALL MAX. 45° BE PER STANDARD DRAW- ING NO. P- 18. 4. LONG RADIUS BEND SHOWN, SHORT RADIUS BEND MAY BE USED. SOLID WALL A96S. j LATERAL f SEWER LAT POMERADC COUNTY WATER DISTRICT STANDARD DWG. NO. STANDARD A.B.S. P-7 SEWER LATERALS .91 FIELD CUT HOLE IN MAIN FOR -- WYE SADDLE ANGLE VARIABLE MAX. 45° APPLY- APPROVED LEGEND ON PLANS WELDING - SOLVENT SECT10 PER-MANUFACTURERS A-A SPECIFICATIONS. SEWER LAT POMERADC COUNTY WATER DISTRICT STANDARD DWG. NO. STANDARD A.B.S. P-7 SEWER LATERALS B� mh. i TRENCH •WIDTH i r MIN. rl BLOCKS TO TO BE LAID OUT AS 11GH71 Y AS POSSIBLE TO DOWNSTREAM SIDE PLAN OF NOTCH No. 9' WIRE,LADDER TWE REINFORCEMENT IN ALL 6' x B' x 16' CONCRETE BLOCK. HORIZONTAL JOINTS. FILL COPES WITH GROUT ' s 0 x z W A Vi 2 SSE ELEVATION ] /T' EXPANSION ,PINT MATERIAL AROUND PIPE. FRONT V"AVON TYPE A LEGEND ON PLANS RENSCNHS By APPR04£L) GATE aTY OF POWAY STANDARD DRAi4/NG PPRO - :. E ER D' A/lE RCE CUTOFF WALL C NUMBER PS" / 4 O 45' R/W LINE LINE 12" TO 18' 1/8 BEND PLAN STANDARD WYE OR TEE, OR 'CUT IN" CONNECTION. WHERE A 'CUT IN" CONNECTION IS USED, IT SHALL BE SURROUNDED WITH 4" OF CLASS 470 -C -2000 LEAVE C.O. RISER ABODE CONCRETE - ADJACENT GRADE. CITY FORCES TO SET C.O. BOX. GROUND LINE j SURFACSURFAC- - - -E OF STREET v i � LETTER 'S' STAMPED TT IN FACE OF CURB NOT LESS THAN \ / 1 1 12' HIGH AND 3116" DEEP BACKF7LL . TO TOP OF - 118 BEND WITH I" MAXIMUM AGGRECA 7E�, ANGLE VARIABLE MAXIMUM 45' PIPE BEDDING OF I' MAXIMUM AGGREGATE (3" BELOW BELL) ELEVA77ON y DETAIL SHOWING THE CONNECTING OPPOSI TO A SEVER MAIN. NOTES. 1. IN NO CASE SHALL A LATERAL CONNECT TO A SEWER MAIN DIRECTLY ON TOP OF THE PIPE. 2 SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 2Z " J. ALL JOINTS ON SEWER LATERAL PIPE SHALL BE COMPRESSION TYPE SOR -35 4. LATERALS SHALL EXTEND TO PROPERTY LINE UNLESS OTHERWISE NOTED ON PLANS. -INSTALLS LF OF PRIVATE SEWER LINE & CAP C.O. & PLUG 24" MIN. 0 4+ �+ae STD. 1/8 �°- BEND \ INSTALL 5 LF OFD STANDARD WYE PRIVATE SEWER LINE & CAP LEGEND ON PLANS I .-..� I 'RE' N S 1 0 N S BY I APPROVEDI OATS I �y�y pOWAY STAAIDARD DRANING �/nljR0 d , J.- Z A dM LA UAL WIH PROPERTY LINE CLEAN OUT NUA48E /i Pi - 13 NUMBER Z m 6' METAL TAPE SEWER INSTALL AT TOP OF PIPE ZONE OR A MAXIMUM OF J6' DEEP 5' -0' VARIES W MIN. a LATERAL (TYPICAL) S METAL TAPE j SEWER j SECTION m 0 S 5' -0 a VARIES MIN. PLAN RENSIONS BY APPROVED DATE CITY OF POWAY STANDARD ORA WING AP RCE 27748 ER S z DATE METALLIC TAPE LOCATOR FOR NON - METALLIC SEWER PIPE If DRAWING NUMBER PS- 1 9 Section 9 Engineering Supplements Trail Standards and Specifications CITY OF POWAY TRAIL STANDARDS AND SPECIFICATIONS TRAIL TYPES Width Regional multi- purpose trails 20' Omwnity trails 15' Local feeder trails 10' VRZ-J Urban 1b be determined by Planning Department according to proposed population density Rural Wilderness A. TRAIL TREAD DESIGN AND CONSTR[7GMCN SPECIFICATIONS 1. Trail Clearance — 10' overhead clearance with brush, weeds, debris and rocks removed from trail tread [see Exhibit A]. In instances where topography, right- of-way oonfiguration, grading or existing vegetation prevent the full -width construction of the trails as listed above, the Planning Department may grant relief and reduce the requirements. 2. Trail Grades and Tread Oonstruction a. .Vertical grade 0-58 optinn 5-108 maximum for distance over 500' 10 -158 maximum for distances limited to 250' 15 -208 permitted for short distances under 100' b. Switch backs May be required in areas.as a special oondition [see Exhibit B for design specifications). c. Cross sections 1 -48 optimum 68 maximum in approved locations only d. Drainage Avoid erosion by proper grading and the use of diversionary devices such as water bars and benus [see Exhibits C and D for design specifications].. 2. 'Nail Fencing Construction Specifications All fences will follow the grade of the trail tread, and all posts shall be leveled and in line with one another. Vdnen the fence goes over hills or dawn ravines, use a rolling up- and -down appearance. Mere fencing is required on both sides of the trail, the fences will run parallel and leveled crosswise. All fencing shall be constructed on the easement lines. All fence posts shall be cemented with 80 pounds of dry cement; no cement shall be visible upon ocnpletion of the trail. upon cutting of the lodge pole pine fencing, the cut areas shall be resealed with Penta. wood-: preservative. Any dark wood preservatives can be used below gmtuid. 3. ORV Barriers ORV barriers shall be constructed whenever there is a break in a fence line that would allow vehicle access. If the trail is dedicated to the City of Poway, the City will provide the lock upon oonpletion.of the trail. The ORV barrier will be a minintinm of 81-8" in width and attached to the end fence post closest to the "mad. (See Exhibit L for construction details] 4. Signs Trail identification signs will be placed every half mile and be constructed to trail design standards on camxmity and regional trails (see Exhibits M, N and O]. Hazard signs shall be constructed to trail design standards and will be placed wherever there is a potential: safety hazard to users or their animals, for example, a steep embankment or a 20 percent plus trail grade -[see. Exhibit P1. meal feeder trails will be identified as such, using the hazard sign design (see Exhibit P]. L.11 Y yr I uwni TYPICAL SWITCHBACK LOCATION ANO.. DEVELOPMENT -UPPER APPROACH SEC. UP GRADE -_ INSLOPE TRAFFIC CONTROL BARRI SLOPE 10% CUT _T GANK EXHIBIT B CROWN LINE ! SPILL POINT 1 i 1 TURN SEC. � �itPpE � g' UP 6RAOE -� t pRgVAiI' \�G LOWER APPROACH SEC. _ _ _ '� \ \' 7 r=ji T l OUTER RADIUS (X'1 IS OHNOTED BY STAKE MARK- __� _. SHOULDER INGS AT EACH INDIVIDUAL SITE. RADII FOR SWITCH- BACKS MAY RANGE FROM 10' TO 13' DUE TO DIFFER - FACE OF EMBANKMENT ENCE OF GROUND. CONDITIONS. 6'ROUNO CONTOUR 0NE- TRAIL STANDARDS AND SPECIFICATIONS III SWITCHBACK CONSTRUCTION DETAILS 7 d RAD t 4�,,r` UN O E�O TRAI L:.6. ON:- THE CORNER d' -ld LOG MIN. / 450 - 600 SKEK VNV 2' TO 3' SCHEm ;C VIEW 40.9 GALV. WIRE - 2 WRAPS MIN _� i i 18 " -30° 5WLOG - -1 I STAKE 1 I I I LJ: oeTalL A E LEVATION. ALL LOGS TO BE PRESSURED TREATED EXHIBIT D i STAKE' ; - TTENED TP' .;_, OUTSIDE OF TRAIL TREAD \ \� i ►,�id��l►rl PLAN i i TYPICAL CROSS SECTION RUBBLE !. "SPILLWAY i i " STAPLES r4"(3 Lod TWO . TRAIL STANDARDS LOG WATER BAR AND SPECIFICATIONS SC-r-- ACRc -Rf-Z *4^tx•sufu ssa : L.ITY OF POWAY KEY ROCK OAM INTO EACH BANK MINIMUM DEPTH Of 6-INCHES PLAN VIEW SHALLOW STEAM FORD to Hand Hated Hativ :`a�W u. PROFILE VIEW'ROCK DAM EXHIBIT E PREVAILING GRADE SHALL BE I' ASOVE HIGH WATER MARK ON BOTH BANKS be. � ey of b� s s _.,,. 8r� W STREAM BI+tK tgproactt AQNII . I High Watt. je I . k — —t ~•TREAD CON- ` \a STRuCTED OF 'a NATIVE GRAVEL 6 SMALL ROCK. w Upstream — TRAIL STANDARDS AND SPECI{=ICATIONS CROSS SECTION VIEW TRAILWAY EXCAVATION SHALLOW STREAM FORD AND GULLY CROSSINGS ■ o CITY OF fOWAY TRAIL SURFACE i CULVERT SIZE SHALL BE AS SHOWN ON' THE STRAIGHT LINE DIAGRAM. EXHIBIT F 6" MINIMUM COVER PREPARED PIPE BEDDING VIEW �rL TRAIL SIDE VIEW TRAIL .STANDARDS III TYPICAL CULVERT INSTALLATION AND SPECIFICATIONS III UITY OF POWAY NOTE: TREAD CONSTRUCTED BY BUILDING OUT, RATHER THAN BY REMOVING MATE- RIAL FROM THE INNER BANK. TRAIL STANDARDS AND SPECIFICATIONS EXHIBIT H 3" COVER. OF SOIL, OR GRAVEL. - 60 MIN. "� -ALL VOIDS Fli LL A. MIN. OF 24" z D PLACED OUTSIDE ROCKS TRAILWAY EXCAVATION TALUS AND RUBBLE ROCK SECTION i i 1 ROUNDRAIL TRAIL FENCE Iw..- .�� —� -.. � • O, ..'•ter. -..� -r C. �^�..- •'�/ I. � �. _ ��� "�^_ --rte -� ✓��' r,. ._���a'���� ' � , _..,r,-- •-- rte•--- �.�lrc� eo lo, Ce,eENT COLLAR rem POST t CCA TREATED POST 6'6" x 51/2" Diameter _ Two hole 3 5/8" 4' x 4 112" Diameter - Two hole CCA TREATED RAILS �e' xx 3 1/2" Diameter - / r non- tapere ALL MATERIALS CCA TREATED 0 4" 2. O.C. 2% o • 010. C.:ITY OF POWAY EXHIBIT J is e• O.C. . i ,, 2' O.C. 2:3' z.' 80 I.B. CEMENT COLLAR PER POST 0'. 0' RAILS SHALL BE 3 INCH MINIMUM DIAMETER • LODGEPOLE PINE IN 0000 CONDITION AND PENTA TREATED POST SHALL BE 0 INCH MINIMUM DIAMETER PENTA TREATED LOOOEPOLE PINE IN0000 CONDITION ALL RAILS TO BE SECURED 13Y 20P OALV. NAILS TRAIL STANDARDS AND SPECIFICATIONS LODGEPOLE FENCING CITY OF POWAY EXHIBIT L URBAN /REGIONAL TRAIL STANDARDS - LODGEPOLE PINE FENCING SEE EXHIBIT J� OTHER TRAIL STANDARDS - CABLE FENCING SEE EXH181T K -, 1 32' 16' FRONT VIEW t2 1/2 'S' HOO 318'X10' EYEBOLT WITH 2' FENOER WASHER 114' GALVANIZED CHAIN - 4 LINKS 6' PEELER POLE 80 LB. CEMENT COLLAR PER POST 4' :` • I • 3• • O t • •.t 2. POST SHALL BE 6' MINIMUM DIAMETER PENTA TREATED LODGEPOLE PINE IN GOOD CONDITION 318' X 9' STAINLESS STEEL PIN WITH If HEAD ROAD OR CREEK TOP VIEW TRAIL STANDARDS AND SPECIFICATIONS 992' DISTANCE TO VARY WITH TRAIL WIDTH ORV BARRIER CONSTRUCTION / I CITY OF POWAY EXHIBIT N `1x1/8' V OUT F-- 1' LETTERS X1/8' RELIEF V CUTI I DISTANCE FROM START OF L - - - - - --1 TRAIL IN1 /2 MILE INCREMENTS - -- 1/2' L E I 1/8' V CUT I TRAIL STANDARDS AND SPECIFICATIONS 6' DISTANCES TO BE SUPPLIED BY THE PLANNING DEPT. TRAIL IDENTIFICATION SIGN CITY OF POWAY r-- - - - - - - - - - - - - - - - - - Ic,l I I I i I I (ADD IF MORE THAN ONE I I HAZARD IN AREA) I i I I I I I 1 1 I I t I of STEEP GRADE AHEAD �0 I USE CA_ UTION 1 12' I 0 ( 2' MIN.BORDER ! - 2'X12' ROUGH REDWOOD 48X4' ROUGH REDWOOD 80 LB. CEMENT COLLAR PER POST 38' TRAIL STANDARDS AND SPECIFICATIONS 30' I.: , EXHIBIT P ALL LETTERS TO BE ROUTED WITH A 112' V ROUTER BIT, USE 2' GOTHIC LETTER PAINTED WHITE 3/8' CARRIAGE BOLT WITH WASHER THE SIGN AND POSTS SHALL BE PAINTED WITH EXTERIOR PAINT USING THE COLOR 'COFFEE' TRAIL HAZARD SIGNS