STANDARD PLANS AND DESIGN STANDARDS

Transcription

1 STANDARD PLANS AND DESGN STANDARDS FOR PUBLC WORKS CONSTRUCTON 2012 EDTON

2 City of Tustin DEPARTMENT OF PUBLC WORKS 300 CENTENNAL WAY TUSTN, CA STANDARD PLANS AND DESGN STANDARDS FOR PUBLC WORKS CONSTRUCTON 2012 Edition THS EDTON SUPERSEDES ANY AND ALL PREVOUS REVSONS OF THE STANDARD PLANS AND DESGN STANDARDS FOR PUBLC WORKS MPROVEMENTS CONSTRUCTED N THE PUBLC RGHTS OF WAY OR MPROVEMENTS TO BE MANTANED BY PUBLC FUNDS, WHCH WERE APPROVED ON JANUARY 19, 1981, BY RESOLUTON NO Prepared under the direct supervision of: Dana R. Kasdan, P. E. Engineering Services Manager RCE No RTE No By:~~ /~~ Date Date

3 2012 Edition STANDARD NOTES AND PLANS FOR PUBLC WORKS CONSTRUCTON TABLE OF CONTENTS SUBJECT STANDARD PLAN SECTON NO. PAGE ntroduction General Notes Traffic Control and Safety Elements Utilities and Underground Work Street mprovements Street mprovement Details Storm Drains, Flood Control and Water Quality Traffic Water , 1100 & Landscaping , 2100 & Street Lighting... N/A Survey Monumentation... N/A Sanitary Sewers... N/A Avoiding Plan Review Delays... N/A Standard Plan ndex Standard Plans - i -

4 NTRODUCTON All improvement work within the public right-of-way shall be conducted and completed in a manner and methodology that conforms to the standards of practice adopted by the City of Tustin. All materials, methods and manner for construction shall be in strict adherence to the applicable portions of these standards and the latest editions of the American Public Works Association/Associated General Contractors (APWA/AGC) Standard Specifications and Standard Plans for Public Works Construction (Greenbook), the latest edition of the American Water Works Association Standard Plans and associated specifications, and where appropriate, standard drawings from other local agencies such as the County of Orange and the Standard Drawings and Specifications of the California Department of Transportation (Caltrans). Although these standard plans and specifications are provided to serve as guides and templates for design consistency as well as practical and efficient maintenance, they are by no means intended to replace or substitute good engineering practice on the part of the design engineer. These design standard plans may be called out on the plans by construction notes referring to this document. However, when the design engineer deems it necessary to deviate from, modify these standard plans, or substitute an approved standard drawing from another resource, the deviation, modification or substitution must be rendered on a detail sheet in the plan set with complete detailing, appropriate notes and specifications. The deviation, modification or substitution must be approved by the City Engineer prior to incorporating the design into the improvement plan layout. Stick-on or adhesive applications are not allowed on the original drawings. All archival drawings shall be prepared on 24-inch by 36-inch 0.4 mil film Mylar. Preformatted border and title block layout can be obtained from the city in digital CADD format. Standard drawings from the County of Orange, Caltrans, or other appropriate agencies may be acceptable for alternative designs, modified designs or substitutions with the prior approval of the City Engineer. The design engineer shall adhere to the project entitlement conditions and the specific standard plan requirements as stated in the conditions of approval as adopted by the city. The design engineer of record shall be responsible for all design elements shown on the approved drawings. GENERAL NOTES 1. All work shall conform to these standards and to the latest edition of the APWA/AGC Standard Specifications for Public Works Construction and associated Standard Drawings (Greenbook) and supplements thereto, and where appropriate, the latest editions of the Highway Design Manual of the California Department of Transportation and the California Manual on Uniform Traffic Control Devices (CA MUTCD), the American Water Works Association (AWWA), the rvine Ranch Water District (RWD) Standards, the Orange County Sanitation District (OCSD), the Orange County Fire Authority (OCFA) Standards and Specifications, The County of Orange Standards for Street and Storm Drain Construction, the County of Orange Monumentation Policy, The Orange County Transportation Authority Standards, the Construction BMP Handbook of the California Stormwater Quality Association, and the American s with Disabilities Act (ADA) Department of - 1 -

5 Justice Standards for Accessible Design, unless specifically noted otherwise on these plans. 2. All work shall conform to the project conditions of approval and all city ordinances and applicable regulatory codes. 3. The contractor shall notify the Public Works Department at at least 48 hours prior to beginning any work. nspection hours shall be between 7:00 a.m. and 4:00 p.m. Monday through Friday, excluding holidays. 4. All work within the public right-of-way or within a publicly owned or maintained easement shall require an encroachment permit or temporary right of entry to be obtained from the Public Works Department prior to initiating any work. 5. The Contractor shall be responsible for providing all testing required by the City. 6. The Contractor shall maintain a signed set of approved construction plans and related documentation and a copy of the construction permit on the job site during working operations. 7. The Contractor shall have a designated responsible party or representative on the project site during all working operations. 8. All work shall comply with the stormwater runoff conditions and requirements in effect at the time of issuance of the permit for construction as required by the California Regional Water Quality Control Board and the City s adopted Local mplementation Plan. 9. Working hours shall be as established and stated on the approved encroachment permit or temporary right of entry letter. These hours may be subject to modifications depending upon site conditions during construction as determined by the City Engineer or by limitations imposed by the approved traffic control plan. 10. The contractor shall restore or replace in kind all existing improvements disturbed during construction, including, but not limited to, street striping, traffic signal loops, landscaping and irrigation facilities, signage and markers. 11. All work performed shall be guaranteed for a minimum of one year from the date of acceptance by the City. 12. One-sack slurry backfill shall be used for all trench crossings of streets and all trenches within alley ways. TRAFFC CONTROL AND SAFETY ELEMENTS 1. All traffic control, temporary signage and striping, barricading and detouring shall be as depicted on the approved traffic control plan, and per the requirements of the California Manual on Uniform Traffic Control Devices (CA MUTCD). All layouts shall be reviewed by the project inspector for conformance with the approved plan

6 2. No street shall be closed to traffic without written permission from the City Traffic Engineer, except when otherwise directed by law enforcement or fire officials. 3. The contractor shall make every effort to provide for smooth traffic flow and safety within and around his work zone and project limits. Access shall be maintained for all properties adjacent to the work. 4. Detouring operations for a period of six consecutive calendar days, or more, shall require the installation of temporary street striping and removal of interfering striping by sandblasting. The detour striping plan or construction traffic control plan must be submitted to the City Traffic Engineer for review and acceptance. 5. All traffic control devices shall be restored to their original condition at the end of the work to the satisfaction of the City Traffic Engineer. 6. Traffic control devices (TCD) shall remain visible and operational at all times. UTLTES AND UNDERGROUND WORK 1. All utility companies having facilities within the area of work shall be notified at least 48 hours prior to beginning work. 2. All utility services shall be installed below water mains and appurtenances when possible with two feet minimum clearance where the lines cross. Utility conduits, laterals and services shall not be allowed within five feet of parallel water facilities. Separation of sewer, water and reclaimed water lines shall conform to State of California, Department of Health Standards and City Water Standards requirements. 3. All utility services shall be installed a minimum of 2-feet beyond the right-of-way line prior to paving of streets. 4. Water facilities and systems shall comply with City Water Division Standards and Specifications and shall be inspected by the Water Division nspector. 5. All required water facilities, including fire hydrants and appurtenances, shall be accessible and fully operational prior to constructing any permanent structure using combustible materials. 6. All utility service lines shall have a location identity marking chiseled on the top of curb (i.e. S for sewer, G for gas, W for water). 7. All VCP shall be laid with mechanical joints, Wedgelock, Speed Seal, Band Seal or approved equal. 8. Sewer contractors shall furnish the City Engineer with the location of wyes and house connections as constructed. All sewer manhole frames and covers shall be left 6-inches below finished grade. The contractor shall raise the manhole and covers flush with the finished grade upon completion of surfacing

7 9. Backfill of all trenches shall be compacted to a minimum relative compaction of 90% in the upper three feet, measured from the pavement surface, or from finished grade where there is no pavement. Compaction shall be verified by a soils report prepared by a registered civil engineer or geotechnical engineer. 10. Trench resurfacing shall be completed as soon as possible, but no later than five working days after subgrade compaction has been completed. 11. All utilities shall be bored under arterial highways unless otherwise approved by the City Engineer. 12. No street shall be open-cut if paved or sealed within the previous five years, except for emergency repairs or as deemed necessary by the City Engineer. Such open cuts shall be cold planed and repaved with an asphalt concrete (AC) overlay to the limits required by the City Engineer. 13. All slurry sealed streets shall have the existing raised markers replaced in kind. STREET MPROVEMENTS STD. PLAN SECTON NO All streets shall have a minimum pavement section as determined by R value and traffic index study based on a 20-year life. A minimum 5 AC over a minimum of 6 aggregate base (AB) is required, even if the study indicates a lesser section is adequate. The minimum traffic index (T) shall be Street improvements shall be constructed to the vertical and horizontal dimensions shown in these standard drawings, and as required by the conditions of approval. Street widths shall be measured from the top of curb. 3. The maximum length of residential cul-de-sac streets shall be 500, as measured along the centerline of the cul-de-sac street, from the nearest intersecting street centerline to the cul-de-sac radius point. 4. The maximum length of industrial and commercial cul-de-sac streets shall be 1000, as measured along the centerline of the cul-de-sac street, from the nearest intersecting street centerline to the cul-de-sac radius point. STREET MPROVEMENT DETALS STD. PLAN SECTON NO All street curb and gutter improvements shall be monolithic construction. The type shall be as specified by the City Engineer. All new curbs and gutters shall be constructed with a minimum grade of 0.50%. Any deviation from this minimum grade requirement will require the approval of the City Engineer

8 2. Cross gutters are not permitted. However, there may be physical constraints which justify their installation, subject to approval by the City Engineer. 3. All streets shall have concrete sidewalks that conform with all the requirements of an ADA accessible pathway. Accessibility ramps shall be required at all intersections in full conformance with the latest edition of the ADA Standards for Accessible Design. n areas with expansive soil, the ground shall be presaturated for three (3) consecutive days, unless otherwise directed by the City Engineer. Prior to placing concrete, the subgrade shall be tested to a depth of 18 to assure a minimum optimum moisture content of 125% is achieved. 4. Driveway aprons shall be constructed per the applicable conditions of approval for the project, and as required to meet the access conditions depending on type of development or as specified by the City Engineer. STORM DRANS, FLOOD CONTROL AND WATER QUALTY STD. PLAN SECTON NO Streets, roads, highways and freeways of 5,000 square feet or more of paved surface shall incorporate principles contained in the US EPA guidance document: Managing Wet Weather with Green nfrastructure: Green Streets in a manner consistent with the maximum extent practicable standard. This category includes any paved surface used for the transportation of automobiles, trucks, motorcycles and other vehicles and excludes any routine road maintenance activities where the footprint is not changed. 2. The California Stormwater Quality Association (CASQA) BMP Handbook should be used as a general reference and starting point for selecting the appropriate BMP. 3. Onsite stormwater conveyance systems shall be designed and constructed per these standards and the design criteria of the latest requirements of the Drainage Area Management Plan (DAMP) and the City of Tustin Local mplementation Plan (LP). Storm water flows conveyed to a public street shall be directed to the public storm drain system and shall not flow into any adjoining property or development. All projects shall comply with the current State Water Resources Control Board (SWRCB) Construction General Permit and the City of Tustin Municipal General Permit requirements. 4. Storm drains shall also be constructed within or adjacent to the development as called for in the Master Plan of Drainage, El Modena - rvine Area dated November 1969, or in the Run-off Management Plan for Tustin Legacy dated December 2004, or other applicable City approved drainage plans. 5. All storm drains shall be designed per the parameters outlined in the latest edition of the Orange County Flood Control District Hydrology Manual and as required by - 5 -

9 the City Engineer. A hydrology study shall be submitted for approval by the City Engineer. Collection systems shall be designed for a minimum 10-year storm frequency except in sump conditions where a 25-year storm frequency shall be used. Major drains and channels shall be designed based on a 25-year storm frequency. Drainage facilities shall be designed for open channel hydraulics, unless otherwise approved by the City Engineer. 6. System designs that require facilities or conveyance devices not found within these standards shall refer to the latest edition of the County of Orange Standard for Storm Drain Construction or latest edition of the American Public Works Association (APWA) Standards, as approved by the City Engineer. 7. A Nuisance Water drainage system shall be constructed in all developments and shall connect to the storm drain system. The nuisance water drainage system shall be designed to collect low flows only and not peak storm flows. Required pipe size for nuisance water systems shall be a minimum of 12 diameter. nlets shall be type OS per Standard No Storm and nuisance waters will not be allowed to be channeled in street gutters for any accumulative distance in excess of n addition, no surface water flows will be allowed to drain across any public pedestrian way. 8. A standard junction structure with manhole shall be constructed at all intersections of storm drain lines. 9. A standard access manhole shall be constructed at all major changes in grade or alignment of the pipe and at intervals of not more than 300 for 36 diameter pipe and below. Larger pipes may have manholes located at intervals greater than 300 but not more than 500, unless otherwise approved by the City Engineer. 10. Reinforced concrete pipe (RCP) shall be used for all drainage systems unless otherwise approved by the City Engineer. RCP shall be of the class or D load necessary to support the load imposed on the line. 11. Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified, within the project area with prohibitive language. Examples include NO DUMPNG - DRANS TO OCEAN and/or other graphical icons to discourage illegal dumping. 12. The minimum pipe size for storm drain systems, including catch basin leads, shall be 24 diameter unless otherwise approved by the City Engineer. 13. The minimum cover on all storm drain pipes shall be at least 42 below finished surface. Pipe bedding material shall be 4 minimum of ¾ crushed rock and the remainder backfilled to 12 above the pipe with imported sand having a minimum Sand Equivalent (SE) of 30. All backfill material up to subgrade shall be - 6 -

10 compacted to a minimum 90% relative density and material above subgrade shall be compacted to a minimum 95% relative density. Compaction tests shall be performed by a City approved Lab utilizing California Test Method Nos. 216 & 231. One sack slurry may be required above the pipe zone. 14. Once storm water runoff enters a storm drain system it may not outlet to a City street or across any accessible pedestrian pathway. 15. Upon completion of the storm drain system the pipe shall be documented by digital video by a closed circuit camera (CCTV) by the contractor at no expense to the City. The final video shall be provided to the City on DVD for review and records. TRAFFC STD. PLAN SECTON NO Street name signs shall be erected at all intersections, per City Standard No. 503, and at all locations designated by the City Engineer and as shown in City Standard Nos. 503, 504, 506 and Traffic control signing and marking shall include intersection stop signs, speed limit signs, parking restriction signs, miscellaneous traffic control signs and traffic striping and legends. Said signing and marking shall be per the California Manual on Uniform Traffic Control Devices (CA MUTCD), latest edition, and City Standards and shall be erected where designated by the City Engineer. Traffic striping and painted legends shall be installed prior to opening streets for public use. 3. New traffic signals will be required as determined by a traffic study of traffic warrants or predicted traffic warrants. f the configuration, geometrics or traffic patterns created by a new development creates an impact deemed significant as determined by an approved traffic study and requires modification of an existing traffic signal, such modification shall be the responsibility of the developer. 4. New traffic signal controller cabinets shall be located at least 30 feet from the BCR/ECR, or as otherwise approved by the City Engineer. 5. Geometric Design, including ntersection Design shall be per the latest edition of the Highway Design Manual of the California Department of Transportation (Caltrans)

11 WATER STD. PLAN SECTON NOS. 1000, 1100, 1200 NOTE: This Section is applicable to the Tustin Water Service Area. Portions of the City that are within the rvine Ranch Water District (RWD) must adhere to RWD Standards. 1. Water mains and appurtenant structures shall be installed to provide domestic water service and fire protection to all lots in a tract, all parcels of a parcel map or to any new development. 2. Curb and gutter shall be constructed prior to installation of the water system, unless full horizontal and vertical control survey staking is provided for construction of the water system. Such staking shall provide for the alignment, cuts, location of all services and meters, gate valves, fire hydrants and other appurtenances required by the City Engineer. 3. All domestic water systems shall conform with and shall be installed in accordance with the latest edition of the American Water Works Association (AWWA) Standards and City of Tustin Standard Plans and Design Standards as applicable. 4. All water mains shall be sized to provide fire flow per the latest Orange County Fire Authority (OCFA) requirements, standards and specifications. 5. Fire hydrants shall be installed on all water mains at intervals no greater than 500 in single family residential areas and no greater than 300 in industrial, commercial and high density residential areas as required by the OCFA. 6. Fire protection lines and fire hydrants will be required on-site as required by the OCFA. Onsite fire protection systems shall be connected to the public water system via a Double Check Detector Assembly as shown on standard drawing Each fire hydrant shall have at least one (1) 2 ½ and one (1) 4 hose connection as required by the OCFA. The 4 connection shall be directed to the street. They shall be located a minimum distance of five (5) feet from a driveway apron or any vertical obstruction such as a street light. 8. Fire hydrants shall be wet barrel James-Jones or approved equal installed on a 6 riser or larger as required to meet the fire flow demand specified by the OCFA. 9. All hydrants shall be connected to the main with 6 or larger C900 PVC pipe (class 200 minimum) or Ductile ron Pipe (DP) equivalent to class 200 minimum as required by the OCFA. Each fire hydrant lead shall have a gate valve matched to the associated pipe size installed on the lead near the main

12 10. All hydrants, exposed pipe, flanges and bolts shall be painted with two coats of school bus yellow permo-enamel. 11. All water mains shall be C900 PVC pipe (class 200 minimum) or Ductile ron Pipe (DP) class as required, and as required and approved by the City Engineer, and shall be installed in accordance with the latest edition of the AWWA Standards. 12. The minimum cover on all water mains shall be at least 36 below finished earth grade or finished pavement grade on local streets and at least 42 below finished pavement grade on arterial streets. Backfill shall be imported sand having a minimum Sand Equivalent (SE) of 30 and shall be compacted to a minimum 90% relative density and material above subgrade shall be compacted to a minimum 95% relative density. Compaction tests shall be performed by a City approved Lab utilizing California Test Method Nos. 216 & 231. One sack slurry may be required above the pipe zone. 13. Dead-end lines will not be permitted except in unusual cases where loop connections are not possible. Dead-end lines shall only be shown on improvement plans submitted for checking after each specific case has been discussed with the City Engineer and tentative approval has been received. A 2 minimum blow-off assembly will be required at the dead-end. 14. All valves, fittings, hydrants and appurtenant structures shall be thrust blocked with concrete to the satisfaction of the City Engineer and in accordance with the latest edition of the AWWA standards. 15. All gate valves shall be AWWA & Underwriters Laboratories Factory Mutual (ULFM) tested, resilient wedge, with 2 spare operating nuts. Gate valves shall be M&H or an approved equal. Each gate valve shall have a Brooks 4-TT valve box with an 8 schedule 40 PVC riser or approved equal. 16. All valves, hydrants and fittings shall be cement lined or epoxy lined, and shall be approved by the City Engineer prior to delivery on the job. All fittings shall be short pattern and wrapped in 8 mil polyethylene. All nuts and bolts shall be type 316 stainless steel (SS). 17. The location of each water service house connection shall be shown on the improvement plans. 18. House connections shall be 1 copper type K soft. Single residential service connections shall be a minimum of 1 diameter. Commercial, industrial or multifamily residential connections shall be sized as required or as directed by the City Engineer. Services and meters shall be sized per latest edition of Uniform Plumbing Code fixtures unit count schedule. 19. All domestic water mains located on private property shall be located in a minimum ten (10) foot wide easement dedicated to the City, and shall be located at least five (5) feet from any structure, tree or large shrub

13 20. All water mains shall be pressure tested to a minimum 200 psi for four (4) hours, after compaction test has passed, in accordance with the procedures outlined in the latest edition of the AWWA Standards. 21. After the pressure test is successfully passed, all water mains shall be chlorinated (50 ppm) and flushed by the installer and shall pass a bacteria test conducted by the City. Residual chlorine shall be neutralized (<0.1ppm) prior to discharge to the public storm drain system. 22. All Ductile ron Pipe (DP) shall be bagged with 8 mil polyethylene. 23. All pipes and fittings shall conform to NSF nternational / American National Standards nstitute (NSF/ANS) Standard 61, Annex G. LANDSCAPNG STD. PLAN SECTON NOS. 2000, 2100 & The developer shall pay a parkway tree planting fee as prescribed by the City. Said fee shall cover the cost of the City furnishing and planting the trees and maintaining them for one year. Alternatively, the City may direct the developer to furnish and install the parkway trees, at their expense, per City standards. 2. The fee per parkway tree shall be based on a minimum tree spacing of 50 on center in industrial, commercial and multiple family developments and at least one parkway tree per lot for single family residential developments. STREET LGHTNG 1. All developments shall have a street lighting system installed on marbleite poles served by underground conduit. Said street lighting system shall be installed per these minimum design standards and the standards of the City of Tustin and the Southern California Edison Company, or as approved by the City Engineer. 2. The following lighting systems for the various classes of streets are to be used as minimum requirements for adequate street lighting. The City Engineer may, where deemed necessary, modify these requirements. These systems may be varied to fit local conditions to the extent that the minimum average lumens per square foot of street surface thus derived is not less than the amount attained using the following systems for each street classification: a. Local Single Family Residential Streets, with development on one side of the street: 5,800 lumen high pressure sodium vapor lamps, with 22 mounting height on 6 arms spaced at 200 feet along one side of the street

14 b. Local Single Family and Multiple Family Residential Streets and Residential Collector Type Streets: 5,800 lumen high pressure sodium vapor lamps with 28 mounting height on 6 arms spaced 400 feet apart along both sides of the street. (The lights are to be staggered from side to side along the street, thus the spacing between lights is 200 feet.) c. Commercial and ndustrial Local Streets: 9,500 lumen high pressure sodium vapor lamps with 30 mounting height on 8 arms spaced at 240 apart along both sides of the street. (The lights are to be staggered from side to side along the street, thus the spacing between lights is 120 feet.) d. Commercial and ndustrial Collector Streets and Secondary Arterial Highways: 16,000 lumen high pressure sodium vapor lamps with 30 mounting height on 8 arms, spaced at 240 along both sides of the street. (The lights are to be staggered from side to side along the street, thus spacing between lights is 120 feet.) e. Major and Primary Arterial Highways shall receive special design consideration to provide a minimum average lumens per square foot of illuminated surface or average foot candles of 1.5 as defined in the latest edition of the American National Standards nstitute for Roadway Lighting (Recommended Practice RP 8, 2010 Edition) as adopted by the American National Standards nstitute and the lluminating Engineering Society of North America. Use the spacing exhibits of RP-8 for the applicable street widths. f. Street intersections shall receive special consideration to the extent that at least one light standard shall be placed at each street intersection. However, at intersections where crosswalks are likely to be established, at least two light standards shall be required and placed in such locations as to effectively illuminate the crosswalks. g. The following situations shall also receive special consideration to the extent that additional lighting will be required: Railroad grade crossings, alleys, bridges, overpasses, viaducts, plazas or traffic circles, underpasses, tunnels, highway interchanges and other specially designated locations. h. Luminaires and lamps shall be approved by the City Engineer. SURVEY MONUMENTATON 1. All street intersections, center lines, beginning of curves, end of curves, tract boundaries and all intersection points, where they fall within a street right-of-way shall be marked, with an approved type of survey marker manufactured for such purpose, after installation of the final pavement surface

15 2. Such survey markers shall be installed to leaded and tagged drill holes placed in the curb or sidewalk. Such reference distances or ties shall be turned into the office of the City Engineer. Said ties shall be neatly drafted on 8½ x 11 sheets. 3. nstallation, establishment and documentation of survey monuments shall conform to the requirements of the latest version of the County of Orange Monumentation Policy, as well as all applicable State, County and local requirements. SANTARY SEWERS The City requires that sanitary sewer design and construction conform to the current standards as applicable (the Orange County Sanitation District or the rvine Ranch Water District). AVODNG PLAN REVEW DELAYS The City of Tustin has made expedited plan review and project delivery not the exception to the rule but a priority in our commitment to serve you better. However, each individual applicant is the most important part of that commitment. Most people do not realize how much control they really have over the plan review process. The best way to stay in control of that process is to avoid the common pitfalls that lead to prolonged plan reviews and extended delays in processing. Here are some suggestions to help you avoid these pitfalls: 1. Avoid incomplete or partial submittals. This problem can arise when applicants are under pressure to meet competing deadlines. To avoid additional plan reviews, make sure the design submittal is complete. The initial screening at the City of Tustin may not identify certain missing items needed for a complete plan review. f the plan reviewer/processor discovers that significant items are missing, unless otherwise waived or directed by the City Engineer, checking and processing of the project may be interrupted and the submittal package returned to the applicant. Partial submittals (such as a map without accompanying plans) will not be reviewed until all materials are received. 2. Make sure all plan check comments are addressed. Make sure that you are clear on what the plan reviewer is requesting. When significant questions arise over the intent of the reviewer s comments, call the City plan reviewer and get clarification of the comments. Or, arrange for a conference with the plan reviewer to go over the submittal comments in detail. 3. Avoid major changes in design. When major changes in the design concept occur after the initial or first review, it can be a source of delay and extra review time for the reviewer. f major changes must be made, arrange to meet with City staff, especially the plan reviewer, to discuss the changes. Take the time to highlight the changes and go over them with the City plan reviewer when the plans

16 are resubmitted. This will avoid any conflicts between other design or mapping elements and can allow them to be caught early in the process. f major changes must be made, arrange to meet with City staff and the plan reviewer to avoid confusion and inconsistency later. 4. Do not submit your plans too early. Occasionally applicants will "jump the gun" by making submittals before receiving entitlement approvals by the legislative body (Planning Commission, for example). To avoid causing a delay in your processing, make sure that a copy of all the project s Resolutions of Approval, or project conditions of approval, accompany the application submittals. 5. Avoid inconsistent design references. This refers to civil plans which reference other plans prepared by other disciplines (such as architects) for details. Many times the details referenced on other plans do not match the design or existing conditions, City standards or specifications, or the dimensions and stationing may not match up. Avoid references to other plans when possible and show the needed details on the construction plan set. 6. Adhere to City formats and guidelines. There are published standards and guidelines for the preparation and documentation of improvement plans. Make good use of them in your plan set. When your design is not per standard, provide a special detail that modifies or refines the published standard to fit the design condition

17 STANDARD PLAN NDEX STREET MPROVEMENTS SECTON 100 STANDARD DESCRPTON NO. 101 Arterial Highway Sections 102 Local Street Section 103 Residential Cul-de-sac 104 Standard Commercial or ndustrial Cul-de-sac 105 Street Knuckle 106 Temporary Access Ramp 107 Curb Slot Asphalt Patch Back 108 Trench Repair and Backfill 109 Trench Repair Pavement Details 110 Trench Repair Cold Planing Details 111 Steel Plate Trench Bridging STREET MPROVEMENT DETALS SECTON 200 STANDARD DESCRPTON NO. 201 Concrete Curb and Gutter 202 Sidewalk and Curb Returns 203 Typical Sidewalk Obstruction Transition 204 Meandering Sidewalk and Parkway Slopes 205 Concrete Cross Gutter (Retrofit Only) 206 Residential Driveway Apron and Depressed Curb 207 Residential Driveway Apron and Depressed Curb 208 Driveway Apron and Depressed Curb (Retrofit Only) 209 Commercial Driveway Apron and Depressed Curb 210 Radius Type Driveway Apron Major Commercial or ndustrial Centers 211 Curb Ramp 211R Radius Curb Ramp (Retrofit Only) 212 Median Maintenance Access Ramp 213 Concrete Median Nose 214 Median nterlocking Concrete Pavers Page 1 of 5

18 STANDARD PLAN NDEX STORM DRANS, FLOOD CONTROL & WATER QUALTY SECTON 300 STANDARD DESCRPTON NO. 301 Catch Basin - nlet Type OS 302 Catch Basin - nlet Type OL (2 Sheets) 303 Catch Basin Details and Notes 304 Local Depression 305 Curb Core for Roof or On-site Drains TRAFFC SECTON 500 STANDARD DESCRPTON NO. 501 DELETED - Metal Beam Guard Railing 502 Markers 503 Street Name Sign (3 Sheets) 504 Traffic Sign Placement 505 Sign Post nstallation 506 Median Signing at ntersections 507 Raised Median Marking Detail 508 Raised Median Nose Location 509 Crosswalk Detail 510 DELETED - ntersection Sight Distance 511 Typical ntersection Markings 512 Typical Centerline Markings for Local Roadways 513 Typical Treatment of Pavement Markings WATER SECTONS 1000, 1100 & 1200 DOMESTC WATER SYSTEM SECTON 1000 STANDARD DESCRPTON NO Water Service /2 or 2 Water Service , 4, 6 and 8 Water Service Page 2 of 5

19 STANDARD PLAN NDEX 1004 Fire Hydrant Detail 1005 Tapping Sleeve and Gate Valve for ACP, PVC and DP 1006 DELETED - Tapping Sleeve and Gate Valve for Steel Pipe Blow-off Assembly Temporary Blow-off Blow-off Assembly Temporary Blow-off 1011 Water Main Design Criteria (4 Sheets) 1012 Water Line Service Bore Pit 1013 Valve, Box and Riser 1014 Ductile ron Offset (Over Obstructions) 1015 Ductile ron Offset (Under Obstructions) AR VACS BACKFLOW DEVCES SECTON 1100 STANDARD DESCRPTON NO Double Check Detector Assembly (2 Sheets) 1102 DELETED - Standard Detector Check Detail for Fire Service Air and Vacuum Valve Assembly Air and Vacuum Valve Assembly 1105 DELETED - 1 Air and Vacuum Valve Enclosure 1106 DELETED - 2 Air and Vacuum Valve Enclosure 1107 DELETED - Air Gap Separation 1108 DELETED - Double Check Valve or Reduced Pressure Principal Assemblies 1109 DELETED - Reduced Pressure Principal Assemblies 1110 DELETED - Pressure Type Vacuum Breakers THRUST BLOCKS GUARD POSTS SECTON 1200 STANDARD DESCRPTON NO Typical Thrust / Anchor Blocks 1202 Thrust / Anchor Block Details for 4-12 D.. Fittings 1203 Anchor Block Details for Vertical Bends 1204 Anchor Block Details for Valves 1205 Guard Post Details for Fire Hydrants Page 3 of 5

20 STANDARD PLAN NDEX LANDSCAPNG SECTONS 2000, 2100 & 2200 RRGATON SECTON 2000 STANDARD DESCRPTON NO Communication Cable Conduit and Pull Box 2002 Controller / Cluster Controller Unit Pad Layout Diagram 2003 Wire Pull Box - Future Moisture Sensor 2004 Ball Valve - with Thrust Block 2005 Flow Sensor Assembly 2006 Master Control Valve 2007 Remote Control Valve 2008 Backflow Assembly with Y Strainer 2009 Backflow Assembly Cover 2010 rrigation Line Trenching Detail 2011 Mainline / Equipment Location 2012 Rotary Pop-up Head 2013 Pop-up Shrub Head 2014 Pop-up Turf Head 2015 Quick Coupler 2016 Fertilizer njection System RRGATON CONTROLLERS SECTON 2100 STANDARD DESCRPTON NO Controller / Cluster Controller Unit Pad on Grade 2102 rrigation Controller and Metered Assembly 2103 DELETED - Controller / Cluster Controller Unit Pad Layout Diagram 2104 DELETED - Controller Enclosure Equipment Layout Diagram 2105 DELETED - rrigation Service / P.O.C. Diagram 2106 DELETED - Cluster Control Unit and Enclosure 2107 Controller Enclosure 2108 DELETED - Maxicom System Schematic Page 4 of 5

21 STANDARD PLAN NDEX PARKWAY TREES SECTON 2200 STANDARD DESCRPTON NO Standard Specimen Tree, 36 Box and Larger 2202 Shrub Planting on Slope 2203 Shrub and Vine Planting 2204 DELETED - Groundcover Location and Spacing 2205 Tree Rootball Aeration 2206 DELETED - Tree Planting with Root Barrier 2207 Protective Staking 2208 Standard Tree Planting in Parkways, 24 Box and Smaller 2209 Standard Tree Planting on Slopes, 24 Box and Smaller 2210 DELETED - Tree Root Barrier Page 5 of 5

22 SECTON 100 STREET MPROVEMENTS

23 R/W t R/W ' 144' ~v~ ~72~ ~~ ~ 7' ~-1 63' :::5= ~ g 2"----j r-. ofl~ SLOPE=2 ~\) * TYPE "A" CURB &: GUTER AGGREGATE BASE MAJOR ARTERAL HGHWAY (144' R/W) * DSTANCE SHOWN S WNWUM FROM RGHT-OF-WAY TO HNGE PONT. ** WAX SLOPE FOR GRASS 5:1, WAX SLOPE FOR LANDSCAPE 3:1. R/W t R/W ' 120' ~v~ ~60~ ~~ ~ 7' ~-1 51',_44..:,.._ ~ 2%- 2%- H TYPE "A" CURB &: GUTER AGGREGATE BASE MAJOR ARTERAL HGHWAY (120' R/W) * DSTANCE SHOWN S MNMUW FROW RGHT-OF-WAY TO HNGE PONT. ** MAX SLOPE FOR GRASS 5:1, MAX SLOPE FOR LANDSCAPE 3:1. R/W t R/W 100' 50' 42' 8' 35' R/W TYPE "A" CURB &: GUTER AGGREGATE BASE PRMARY ARTERAL HGHWAY (100' R/W) H~ =80~ ~1 40' : 1 32' 8' 1 2"----l. ofl~ SLOPE=2 ~\) R/W NOTES: 1. SECTONS ARE TO BE SYMMETRCAL ABOUT t 2. THCKNESS OF STRUCTURAL PAVEMENT SECTONS TO BE APPROVED BY THE CTY ENGNEER. 3. FOR CURB AND GUTER DETALS REFER TO CTY STD FOR SDEWALK DETALS REFER TO CTY STDS. 202, 203, AND 204. REVSONS CTY OF 1\JSllN DEPARTMENT OF PUBLC WORKS STD. tr0 ~~1Cn:~----~~~~~~~~;J-----.A~~~ NO. ARTERAL HGHWAY SECTONS 2012 EDTON 5... TS-101.DWG

24 R/W <t R/W w 1/2 w 1/2 w PK p PK : 4' : 2" ---E;~= ~ :::~ :: 1:-1 n -2% i (ASP:::LC~:: (A.C.)h-...:::S:::;LO::..P-l;Er':i:~Z ~~ + l ~~ :.....,..,:llwx:liiii'xll WW>,.,...\_.., TYPE "D" CURB & GUTTER 4" PCC SDEWALK -:ftyp. T,,...,_. -...,,...,.,. wtclllmq liiixll d 4.. PCC J AGGREGATE BASE TYPE "D" CURB & GUTTER SDEWALK W P PK 66' 40' 13' 60' 40' 10' 56' 36' 10' W LEGEND = WDTH OF STREET N FEET P = WDTH OF PAVE~ENT N FEET PK = WDTH OF PARKWAY N FEET NOlES: 1. THCKNESS OF STRUCTURAL PAVE~ENT TO BE APPROVED BY THE CTY ENGNEER. 2. PCC SHALL BE CLASS 560-C FOR CURB AND GUTTER DETALS REFER TO CTY STD FOR SDEWALK DETALS REFER TO CTY STDS. 202, 203, AND 204. DAlE REVSONS DE8CRPTON APP'D CTY OF TJSllN DEPARTMENT OF PUBLC WORKS STD. NO. LOCAL STREET SECTON 2012 EDTON C\ TS-102.DWG

25 ct " /, " 6.2 R ( \. ~ ~ ' ~... ~ro... '-- CURVE 2 D ~ r-et \ r CURVE 1 \~ m m CURB FACE R/W A B c 56' 28' 18' 1 o' 60' 30' 20' 1 o' R/W A B c 56' 28' 18' 1 o' 60' 30' 20' 1 0' NOTES: D 71.55' 68.15' D 71.55' 68.15' '56" 29.35'31" '52" '02" CURB CURVE 1 R L T R 1 00' 54.51' 27.95' 90' 1 00' 51.65' 26.41' 90' CURB CURVE 2 R L R 38' ' 48' 38' ' 48' R/W L T 49.06' ' 46.48' ' R/W 1. MNMUM STREET FLOW LNE GRADE SHALL BE 0.4%, EXCEPT FOR REVERSE GRADE VERTCAL CURVES. 2. PONT "R" SHALL BE 0.30' MN. ABOVE THE HGHEST TOP OF CURB ELEVATON WTHN CUL-DE-SAC. L ' ' 3. N THE CASE WHERE A CUL-DE-SAC BACKS NTO AN ARTERAL HGHWAY AND DRANS TOWARD T, A COVERED DRAN SHALL BE PROVDED THROUGH A DRANAGE EASEMENT A MNMUM OF 2' WDER THAN THE DRAN OR 1 0' WHCHEVER S GREATER. PLANS SHALL NCLUDE ALL NFORMATON PERTNENT TO THE DRAN NCLUDNG EXACT LOCATON, SZE, RENFORCEMENT, EASEMENT, FLOW LNES, CURB FACE OPENNGS, LOCAL DEPRESSONS, CAPACTES, ETC. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. ~DAn~~----~~~am~~CN~----T~&.m~r ;NO. RESDENTAL CUL-DE-SAC ----~ ~--~ ~ EDTON.,... TS-103.DWG

26 ' 1 ~ ~, CURVE 1 // ~~~-! l 'oo R M-,N-.-t--l... u~-r-- 1 ~2 R D m <( r;,'l.' \A\~ r-- r<l ---\~ \ t ~~~'"'~ :..-.t '----mu.l., <(-+- ' \oo -+~ ~-- f "''---~\ c::ve 1 ~CURB FACE CURVE 2 \ ~, '( R/W LvARABLE 8' MN. R/W A B c D ~, CURVE 1 CURB R/W R L T R L T 60' 30' 22' 8' 64.50' 2r51'51" 1 00' 48.63' ' 92' ' 22.82' 80' 40' 32' 8' 40.25' '27" 1 00' 29.60' ' 92' 27.23' 13.71' R/W A B c D ~2 CURVE 2 CURB R/W R L R L 60' 30' 22' 8' 64.50' '42" 38' ' 46' ' 80' 40' 32' 8' 40.25' 21 S54'53" 38' ' 46' ' NOTES: 1. PONT "R" SHALL BE 0.30' MN. ABOVE THE HGHEST TOP OF CURB ELEVATON WTHN CUL-DE-SAC. 2. N THE CASE WHERE A CUL-DE-SAC BACKS NTO AN ARTERAL HGHWAY AND DRANS TOWARD T, A COVERED DRAN SHALL BE PROVDED THROUGH A DRANAGE EASEMENT A MNMUM OF 2' WDER THAN THE DRAN OR 1 0' WHCHEVER S GREATER. PLANS SHALL NCLUDE ALL NFORMATON PERTNENT TO THE DRAN NCLUDNG EXACT LOCATON, SZE, RENFORCEMENT, EASEMENT, FLOW LNES, CURB-FACE OPENNGS, LOCAL DEPRESSONS, CAPACTES, ETC. REVSONS horu~m~:r----n~~-~~dnw---~r.np~o.r st-a_n_d_a_r_d CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. CO M_M_E_RC A_L_O_R,NQ NDUSTRAL CUL-DE-SAC ~ ---~~ ~~--~ ~ EDTON..-- TS-104.DWG

27 CURVE DATA PROPERTY LNE: R 3 = WL + 10'.6.3 =.6.1+.t..zs +.t..zl CURB FACE: R 3 = W L + 10' =.t..1+.t..zs +.t..zl PL \ \ CURVE DATA PROPERTY LNE: R1 = 25' (MNMUM).t.. 1 = 75 MN. TO 1 05 MAX. ~ / NOlES: CURB FACE: R1 = 25' + PL (MNMUM).t.. 1 = 75 MN. TO 1 05 MAX. CENTER LNE: R1 = 25' + WL/2.t.. 1 = 75 MN. TO 1 05 MAX. ' WL ~ ~2 T R/W <t_ WL CURVE DATA CURB RADUS = 50' R/W RADUS = 50' - PL 1. USE NORMAL SECTON FROM NNER CURB TO CENTER LNE. 2. FROM CROWN LNE TO OUTER CURB, THE MAXMUM SLOPE S 3%. 3. SUBSCRPTS "S" AND "L" DENOTE SMALLER AND LARGER STREETS, RESPECTVELY. 4. SUPERELEVATON PERCENTAGES SHOWN ARE STRAGHT FROM ~ TO CROWN LNE. 5. ELEVATONS ARE REQURED WHERE CRCLED o. 6. WHEN STREETS HAVE TLT-TYPE SECTON, THE CROWN LNE WLL NOT NECESSARLY TERMNATE ON ~ AT ANGLE PONT OF CURB. 7. MNMUM STREET FLOW LNE GRADE SHALL BE 0.4%, EXCEPT FOR REVERSE GRADE VERTCAL CURVES. 8. ALL Ps AND PL DMENSONS SHALL BE FROM R/W TO CURB FACE. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. ~o~=~~----~~=====~~----~~~0~ ~no. STREET KNUCKLE 2012 EDTON TS-105.DWG

28 CROSS SECTON NOTES: *1. RA~P SHALL NOT EXTEND BEYOND LP OF GUTTER. DATE REVSONS DE8CFPT10N APP'D CTY OF TUSllN DEPARlMENT OF PUBLC WORKS STD. NO. TEMPORARY ACCESS RAMP ~-~~ ~~--~ ~ ~ 2012 EDTON... TS-106.DWG

29 NEW CURB &: GUTTER 12" MN. ASPHALT PATCH BACK (C2-PG ) AGGREGATE BASE CROSS SECTON NOTE= ANY DSTURBED MATERAL N THE CURB SLOT ASPHALT PATCH AREA SHALL BE REPLACED WTH DEEP LFT (OR FULL DEPTH) A.C. WTH 4" MAXMUM LFT. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. horuitl.mre:r--r;descff=a;:;:;;t;;;:on:;;-----,raaf'p':;;:r;d;-t------c-ur-b-s-lo-f-a-s-p-h-a-l-t NO. PATCH BACK r ~ ~--~ ~ EDTON..-- TS-107.DWG

30 10' MN. ON LOCAL X-NGS 20' MN. ON ARTERAL X-NGS (SEE NOTES 3 &: 4) COLD PLANE AND 0.12' A.C. OVERLAY TYPE m C2-PG t. OR ARHM AS APPROVED BY THE CTY ENGNEER PPE O.D. PLUS 4" ti='"--- A.C. BASE COURSE SAW CUT TYPE m B-2-PG (SEE NOTE 2) BACKFLL SHALL BE ONE SACK SLURRY 12" UNLESS OTHERWSE APPROVED BY THE CTY ENGNEER. SAND (S.E. 30 MN.) BEDDNG AND BACKFLL PPE O.D. PLUS 12" MN. AND 24" MAX. NOTES: <t_ PPE PROPOSED UTLTY CROSS SECTON 1. SHORNG FOR TRENCHES DEEPER THAN 5 FEET SHALL CONFORM TO THE LATEST OSHA STANDARDS. 2. PAVEMENT REPLACEMENT SECTON TO BE NOTED ON PLAN, PERMT, OR CTY STREET NDEX FOR DEEP LFT PAVEMENT REPAR (8" MN. A.C.). BASE COURSE SHALL BE PLACED FLUSH ONE (1) WEEK MN. PROR TO COLD PLANE AND OVERLAY. 3. FOR TRENCH REPAR PAVEMENT DETALS REFER TO CTY STD FOR TRENCH REPAR COLD PLANNG DETALS REFER TO CTY STD ALL SAND SHALL BE MPORTED AND HAVE A MNMUM SAND EQUVALENT (S.E.) OF 30 AND COMPACTED TO A RELATVE DENSTY OF NOT LESS THAN 90%. 6. ONE SACK SLURRY SHALL BE PLACED UNDER CURB AND GUTTER AND CROSS GUTTERS WHEN TUNNELNG. 7. THS DETAL S APPLCABLE TO BORNG/ JACKNG OPERATONS AS WELL. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. tno~a1~~-----r~~~n~kww-----ta.~~~ no. TRENCH REPAR AND BACKFLL ~--~ ~---~ ~ ~ 2012 EDTON..-- TS-108.DWG

31 PLAN PLAN EDGE OF CONCRETE CURB FACE F LESS THAN 3 FT. OF EXSTNG PAVEMENT BETWEEN THE LP OF GUTTER AND THE TRENCH, A.C. SHALL BE REMOVED AND REPLACED WTH THE TRENCH PAVNG. NOTE: FOR TRENCH REPAR AND BACKFLL REQUREMENTS REFER TO CTY STD DAlE REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. APP'D NO. TRENCH REPAR PAVEMENT DETALS 2012 EDTON TS-109.DWG

32 1.&.. Oco 0::: La..l::::> (.!)u c La..lz a::~ o 8 <7':::E r--- COLD PLANE 0.12 FT. DEEP FROM EDGE OF MEDAN CURB OR STREET CENTER LNE TO CENTER OF NO. 1 LANE LNE AND REPAVE WTH C2-PG A.C. F TRENCH FALLS WTHN THS AREA. CROSS SECTON {. ::.. :... :::: r--- COLD PLANE 0.12 FT. DEEP FULL WDTH OF TRAVEL LANE 12 FT. MNMUM. REPAVE WTH C2-PG A.C. F TRENCH FALLS WTHN THS AREA. CROSS SECTON COLD PLANE 0.12 FT. DEEP FROM LP OF GUTTER TO , THE CENTER OF THE BKE LANE STRPE OR AN APPROPRATE DSTANCE FROM CURB FACE TO COVER AN ENTRE LANE WDTH OR AS DRECTED BY THE CTY ENGNEER. REPAVE WTH C2-PG A.C. F TRENCH FALLS WTHN THS AREA. CROSS SECTON r:.-.::.. i-- NOTES: 1. ON ARTERAL HGHWAYS WTH THREE LANES N EACH DRECTON, THE LANE THAT THE TRENCH S LOCATED N SHALL BE COLD PLANED 0.12' DEEP FOR ONE (1) FULL LANE WDTH FROM CENTER OF LANE LNE TO CENTER OF LANE LNE OR LP OF GUTTER AND REPAVED WTH C2-PG A.C. 2. FOR TRENCH REPAR AND BACKFLL DETALS REFER TO CTY STD F PAVEMENT S DAMAGED N ADJACENT LANES OR F THE CONDTONS ABOVE DO NOT COVER THE EXSTNG CONDTONS, THE COLD PLANE LMTS WLL BE DETERMNED N THE FELD BY THE CTY ENGNEER. DAlE REVSONS DE8CRPTON APP'D CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. NO. TRENCH REPAR COLD PLANNG DETALS 2012 EDTON 0 ;::: TS-110.DWG

33 PREMX OR COLD MX ~.ri (.) 12" 12" TRENCH WDTH 12" 12" MN. MN. STEEL PLATE\ MN. MN. v----premx OR [Jiiil//-1'//.l//_~//-;'//-;'~//.'//.~//_;//-:'//-;'//.~'//.;//_~//-~'//-ji'//.//_!_~C=OLD MX La.J (/) <( m _..._ MASTC SEALANT (SEE NOTE 5) LOCAL STREET CROSS SECllON FLL GAP WTH~ PREMX OR COLD MX (.) < La.J (/) <( m _..._ 24" MN. TRENCH WDTH STEEL PLATE\ COLD PLANE EXST. A.C. PAVEMENT AND RECESS STEEL PLATE 24" MN. ~.FLL GAP WTH ~ ~REMX OR COLD MX ARTERAL STREET CROSS SECTON NOTES: DAlE 1. TRENCH WALLS AND ADJACENT SOLS SHALL BE SUFFCENTLY STABLE FOR THE USE OF STEEL PLATE TRENCH BRDGE. TRENCH SHORNG SHALL BE USED WHEN REQURED. 2. STEEL PLATE SURFACE EXPOSED TO THE TRAVEL WAY SHALL HAVE A NON-SKD SURFACE. 3. STEEL PLATES SHALL BE TACK WELDED TOGETHER. 4. STEEL PLATES SHALL BE PNNED N ALL CORNERS. (SEE NOTE 5) 5. MASTC FLEXBLE SEALANT (RAM-NEK FLEXBLE PLASTC GASKET OR EQUAL) SHALL BE USED AROUND EDGE OF PLATE AND CONTACT WTH EXSTNG PAVEMENT TO KEEP PLATES FROM ROCKNG. 6. ADVANCED "STEEL PLATES AHEAD" WARNNG SGN(S) SHALL BE PLACED PER THE TRAFFC CONTROL PLAN OR AS DRECTED BY THE CTY ENGNEER. REVSONS DESCFPTON APP'D CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. NO. STEEL PLATE TRENCH BRDGNG t---~ t ~ ;: 2012 EDTON TS-111.DWG

34 SECTON 200 STREET MPROVEMENT DETALS

35 6" 6" ROADWAY WDTH 24" 2-1/2".-1/2"R \ - f-2"."q 8" CURB FACE. =....d "..d 2" to.. 1/2"R... RADUS..\ ~ COMPACTED AND ~. : b..... PRESATURATED SUBGRADE CONSTRUCT CHAMFERED :..1c.... 1" X 2" KEYWAY WHEN....<~..... SDEWALK ABUTS CURB =111=1 j='==j~. v= ~U~T~ t:... "Q "Q "Q "..d "..d 33" TYPE A-2 f----1" ~PAVEMENT SURFACE %"ABOVE CONC. 6" 6" ROADWAY WDTH PAVEM~NT, WDT.-1/2"R \.- 2-1/2" ' 18" f--1" 6" f-1-1/2" 1/2"R""\. rbatter 1:4."Q TYP. 6" CURB FACE rs N. =....d : ,... X ~ 1.&.1... ~.. 1-N 1 lrravement SURFACE 0==11::: RADUS ~ />"R \ z ~"ABOVE... :: COMPACTED AND.'-.... N ~CONC.... PRESATURATED SUBGRADE. : b......~ {SEE NOTE 6) t CONSTRUCT CHAMFERED :.. : ~ to "Q "Q "Q... 1" X 2" KEYWAY WHEN "..d.. SDEWALK ABUTS CURB.. "..d.... "..d.. "..d ;;;111;;;1 ~~~~..... v:" * 8"CF=2", 6"CF=1-1/2" 6" * 12" f----1" 26-1/2" TYPED 6" TYPE 8-1 1/2"R \.. ' ' 1/2"R TYP. : :.: v-1: RADUS.. N N ~ 4 " 1.&.1 1.&.1 N (/) 1- :._;~ 0 1.&.1 1.&.1 1.&.1.d."Q:: \t.,... 1/2"R\ z "..d 0.. z TYP. 1.&.1 BATTER 1:4 (/) ~. '!FNSH.... j SURFACE. P'.... P'.... :... b.... :... b to 4 <1 LPAVEMENT SURFACE EXS lng PJ,VEME~Tt 8"CF=21", 6"CF=20-1/2" FLUSH WTH CONC. #4 LONGTUDNAL BAR- --#4 X 10" 0 4' o.c. NOlES: TYPE A GROUTED N PLACE 1. PCC SHALL BE CLASS 560-C TYPE " OR 8" CURB FACE AS DRECTED BY THE CTY ENGNEER. 3. PLACE 2" DEEP WEAKENED PLANE JONT (WPJ) 1 0' o.c. AND AT TOP OF X", BCR &: ECR #4 BARS SHALL BE PLACED LONGTUDNALLY N C&:G AT COMMERCAL DRtVEWAY &: BUS STOPS. 5. WHEN KEYWAY DOES NOT EXST, USE EPOXY TO NSTALL #4 DOWELS - 12" LONG 018" o.c. 4" MN. NTO BACK OF CURB, 3" BELOW TOP OF CURB. 6. PROR TO PLACNG CONCRETE, SDEWALK SUBGRADE SHALL BE PRESATURATED TO 125% OF OPTMUM MOSTURE CONTENT TO A DEPTH OF 18". REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. DAlE DESCAPT10N APP'D NO. CONCRETE CURB AND GUTER EDTON C\1 TS-201.DWG

36 TREE WELLS 50'± o.c. (SEE NOTE 4) 1" DEEP WEAKENED PLANE JONTS (WPJ) SHALL NOT EXCEED 1 0' O.C. AND SHALL BE PLACED AT EACH TREE WELL, WATER METER BOX, STREET LGHT BLOCKOUT, VAULT, PULLBOX OR OTHER OBSTRUCTONS. PCC, CLASS 560-C-3250 EXPJ N C&:G AT BCR &: ECR CURB RADUS 35' TO FACE OF CURB WHEN AT LEAST ONE NTERSECTNG STREET S AN ARTERAL HGHWAY. CURB RADUS 25' ON LOCAL STREETS. 1/4" OR 3/8" EXPANSON JONT (EXPJ) AT BCR, ECR, TOP OF DWY. "X" AND AT 50' O.C. N SDEWALKS ONLY. CURB RAMP PLAN CURB &: GUTTER SCORELNES SHALL BE 2" DEEP AT 1 0' ON CENTER TO MATCH SDEWALK JONT. NOlES: 1. PCC SHALL BE CLASS 560-C-3250 AND MN. 4" THCK FOR SDEWALK AND 6" MN. FOR DRVEWAY AND VEHCLES. 2. PROR TO PLACNG CONCRETE, SDEWALK SUBGRADE SHALL BE PRESATURATED TO 125% OF OPTMUM MOSTURE CONTENT TO A DEPTH OF 18". 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SDEWALK, FOR DETALS REFER TO CTY STD TREE WELLS SHALL BE 5' LONG (MAX. 6') AND MAX. WDTH UP TO 6', BUT MUST ALLOW 4' MN. SDEWALK FOR ADA REQUREMENTS. 5. SDEWALK TO BE FULL WDTH N COMMERCAL ZONES AND ON ARTERAL HGHWAYS WHERE A BLOCK WALL ABUTS THE PROPERTY LNE. 6. SDEWALK TO BE NSTALLED MN. 5' WDE AND CLEAR OF ABOVE GROUND OBSTRUCTONS N NDUSTRAL ZONES, EXCEPT N AREAS OF CONCENTRATED RETAL USES WHERE SDEWALK S TO BE FULL WDTH. 7. WHEN KEYWAY DOES NOT EXST, USE EPOXY TO NSTALL #4 DOWELS - 12" LONG 018" O.C. 4" MN. NTO BACK OF CURB, 3" BELOW TOP OF CURB. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. ~DA&,~~r-----~~~~~~CN~----,.~~~ ,NO. SDEWALK AND CURB RETURNS 2012 EDTON C\1 0 C\1 TS-202.DWG

37 10' 20' 5' 5' 20' (TYP.) TRANSTON TRANSTON -~ ~ _L~_w. : ~:. <: > -~ :=. : :~. ::... :_....-~: ~..~".: -=;.~~ ~..-:. ~ >_:... :..... ~ r------r--~~. :... "...,... '. ~ z.. -~--...,..._..,...,.----,------r"'~.. :..:_. ~ :. : -~.l..a.!l\".... ~~... J..~. ~... it.. :.. La.J...: ~- :.... 1\ \ , ;;> \.,. :"... \,...j.:.. ": ""' 1/4" OR 3/B"j EXPANSON JONTS (EXPJ) AT 50' O.C. AT TRANSTON 1" DEEPY L..._. A WEAKENED PLANE JONTS (WPJ) SHALL NOT EXCEED 10' O.C. AND SHALL BE PLACED AT EACH STREET LGHT BLOCKOUT, VAULT, PULLBOX OR OTHER OBSTRUCTONS. PLAN...:: \ " ~CURB FACE \ GUTTER LP PERMANENT OBJECT SUCH AS STREET LGHT, UTLTY POLE, FRE HYDRANT, ETC R/W J 4' MN. 2" MN i. 2% MAX. SLOPE 2 (1/4" PER FOOT) TYP. VCURB FACE / LJ" ~- S. 1=111=11=111---'..~\. '/////// 4" THCK PCC ~~~~~~...".~... '~ ~~~L//LL COMPACTED AND PRESATURATED SUBGRADE (SEE NOTE 2) \Ue - r t:r ~ ~ ~ ~ ~_; ~111=11= E l=ll=llt= t=lll=ll81 ~lll=llclli::::;lll=ll=llt=lll=ll=ll~:= :r ~ ~ ~ ~ ~_} ~11=111= 1=11=111= 1=111=1181 ~ """'"...:U ell C::;lll=ll =llt=lll=ll TYPCAL SECTON A-A NOlES: 1 PCC SHALL BE CLASS 560-C PROR TO PLACNG CONCRETE, SDEWALK SUBGRADE SHALL BE PRESATURATED TO 125% OF OPTMUM MOSTURE CONTENT TO A DEPTH OF 18". REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. ~D~~~~--~~=====~~--~N ==0~ ~NO. TYPCAL SDEWALK OBSTRUCTON TRANSmON 8 (\ EDTON TS-203.DWG

38 VARES LANDSCAPE R/W VARES CURB FACE 1' MN. 1' MN. 5' MN. MEANDERNG SDEWALK % MAX.SLOPE 1/4" PER FT. 1' MN. PCC 2% SLOPE (1/4" PER FT.) MAX. SLOPE FOR GRASS :1 MAX. SLOPE FOR LANDSCAPE- 3:1 CROSS SECTON NOTES: 1. PCC SHALL BE CLASS 560-C PROR TO PLACNG CONCRETE, SDEWALK SUBGRADE SHALL BE PRESATURATED TO 125% OF OPTMUM MOSTURE CONTENT TO A DEPTH OF 18". 3. CONSTRUCT 1" DEEP WEAKENED PLANE JONTS (WPJ) AT 1 0' O.C. 4. CONSTRUCT 1/ 4" EXPANSON JONTS (EXPJ) AT 40' O.C. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. hon~::;:;;je:-r---cescff~:;;;;;::;'t:;::;:on~--.app'd~~----m-e-a-n-d-e-r-n_g_s_d_e_w_a-lk_a_n_d, NO. PARKWAY SLOPES 1--!! ~~--t ~ 0 C\ EDTON.q- TS-204.DWG

39 OF FLOW (TYP.) PONT "C" PONT "A" SLOPE AWAY FROM RDGE LNE TO FLOW LNE WPJ WPJ CURB RADUS CONSTRUCTON JONT Be GUTTER WTH FOUR-4' LONG fl4 BARS 0 24" O.C. 3" WDTH OF CLEAR FROM BOTTOM NTERSECTNG STREET OR WPJ F MONOLTHC PLAN CURB RADUS 8c GUTTER WDTH OF NTERSECTNG STREET 1. 4' 4' 1---1' MN. A.C. PVM'T DEEP LFT SLOT PATCH PER STD. 107 FOUR 4' LONG #4 BARS 0 24" FROM PONT "A" TO "J" (TYP.) 6" MN. A.B. PLAN VEW NOlES: SECTON A-A 1. PCC SHALL BE CLASS 560-C ALL WEAKENED PLANE JONTS (WPJ) SHALL BE MN. 2" DEEP AND ADDTONAL (WPJ) SHALL BE REQURED AS DRECTED BY CTY ENGNEER. 3. MNMUM CURB RETURN, SPANDREL AND CROSS GUTTER FLOW LNE GRADES TO BE 1% UNLESS OTHERWSE APPROVED BY THE CTY ENGNEER. 4. ON ENLARGED NTERSECTON DETAL, CALL OUT TOP OF CURB AND FLOWLNE ELEVATONS AT PONTS A,B,C,H AND J. 5. CALL OUT FLOWLNE ELEVATONS AT PONTS D,E,F AND G. 6. CALL OUT TOP OF CURB AND TOP OF RDGE LNE ELEVATON AT PONT. 7. FLOW LNE TO BE STRAGHT BETWEEN A AND J (PLAN VEW). 8. TOP OF CURB TO BE ON STRAGHT GRADE BETWEEN PONTS A AND C AND H AND J. CONSTRUCTON NOlES: 1. STAKES TO BE SET TO FLOW LNE GRADE AT PONTS A,B,C,D,E,F,G,H AND J. 2. STAKE TO BE SET TO RDGE LNE GRADE AT PONT. 3. STAKES TO BE REMOVED JUST PROR TO FNAL CONCRETE FNSHNG. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. ~D~~~~r-----~~~~~p~w-----,.~~~ , NO. CONCRETE CROSS GUTTER (RETROFT ONLY) 2012 EDTON TS-205.DWG

40 2' MN. TO t "X" "W"=12' MN. - 30' MAX.* "X" 22' MN. TO TOP OF "X" OF ADJACENT DRVE ON SAME PROPERTY "X" = 2' FOR 6" CURB FACE "X" = 3' FOR 8" CURB FACE NOlES= 1" LP TOTAL PARKWAY WDTH WDTH VARABLE 4' MN. ~-... J- ~--~2%==M=A~X~.~--+~-2-%~M~~~~~~l l-2" ~ R;w-T 1 0% MAX. SLOPE COLD JONT SECTON A-A 1. PCC SHALL BE CLASS 560-C WEAKENED PLANE JONTS (WPJ) SHALL BE 1 0' MAX. O.C. 2. SAWCUT EXSTNG CURB 8c GUTTER AS DRECTED N FELD BY CTY ENGNEER AND REPLACE WTH NEW DEPRESSED CURB 8c GUTTER WHEN NSTALLNG NEW DRVEWAYS WHERE CURB S EXSTNG. CURB SLOT STD. NO. 107 SHALL BE USED UNLESS OTHERWSE APPROVED BY CTY ENGNEER. 3. 6" OF CLASS AGGREGATE BASE UNDER CURB AND DRVE APRON WHEN "R" VALUE OF EXSTNG SOL S 1 0 OR LESS OR WHEN DRECTED BY THE CTY ENGNEER. 4. CURB AND GUTTER TO BE SEPARATE POUR FROM DRVE APRON UNLESS OTHERWSE APPROVED BY THE CTY ENGNEER. 5. A COURSE BROOM FNSH TRANSVERSE TO THE LNE OF TRAFFC SHALL BE USED ON THE APPROACH OTHER THAN THE CURB AND GUTTER AREA. THE CURB AND GUTTER AREA SHALL HAVE A MEDUM BROOM FNSH PARALLEL TO THE LNE OF TRAFFC ' MNMUM OF FULL HEGHT CURB S REQURED BETWEEN DRVEWAYS SERVNG THE SAME PARCEL. A 2' MNMUM LENGTH OF FULL HEGHT CURB S REQURED BETWEEN DRVEWAY AND PROPERTY LNE. *7. 24' MAX. FOR A TWO-CAR GARAGE OR 30' FOR A THREE-CAR GARAGE. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. horu~m~:r----n~~-~~dnw---~r.np~o.r----~r=e=s=d~e=nt~a~l-d==rmbn~~a~y~a~p=ao~n~----,nq AND DEPRESSED CURB 2012 EDTON TS-206.DWG

41 1!z 6" THCK PCC ~ -- L_ -- ~ ~ -:1 -- _jh ~ L"!: ~~ -- ~X!!. ~X!!..., "W;.;_"_=_;.1=2_' =M.;.;_N;.;_. _- ;;_30.;;_'_M=A...;;;;.X.;.;_.* ' MN. TO TOP OF "X" "X" = 3' FOR 6" CURB FACE.-- "X" = 4' FOR 8" CURB FACE A j OF ADJACENT DRVE ON SAME PROPERTY PLAN... TOTAL PARKWAY WDTH 1 ~TREET - 2" WDTH VARES 4' MN. - J 2% io,. UP [.1 ~~-.~ H ~ _,.... 6" R/W COLD JONT SECTON A-A "X" = 3' FOR 6" CURB FACE "X" = 4' FOR 8" CURB FACE NOTES: 1. PCC SHALL BE CLASS 560-C WEAKENED PLANE JONTS (WPJ) SHALL BE 1 0' MAX. O.C. 2. SAWCUT EXSTNG CURB &: GUTTER AS DRECTED N FELD BY CTY ENGNEER AND REPLACE WTH NEW DEPRESSED CURB &: GUTTER WHEN NSTALLNG NEW DRVEWAYS WHERE CURB S EXSTNG. CURB SLOT STD. NO SHALL BE USED UNLESS OTHERWSE APPROVED BY CTY ENGNEER. 3. 6" OF CLASS AGGREGATE BASE UNDER CURB AND DRVE APRON WHEN "R" VALUE OF EXSTNG SOL S 1 0 OR LESS OR WHEN DRECTED BY THE CTY ENGNEER. 4. CURB AND GUTTER TO BE SEPARATE POUR FROM DRVE APRON UNLESS OTHERWSE APPROVED BY CTY ENGR. 5. A COURSE BROOM FNSH TRANSVERSE TO THE LNE OF TRAFFC SHALL BE USED ON THE APPROACH OTHER THAN THE CURB AND GUTTER AREA. THE CURB AND GUTTER AREA SHALL HAVE A MEDUM BROOM FNSH PARALLEL TO THE LANE OF TRAFFC ' MNMUM OF FULL HEGHT CURB S REQURED BETWEEN DRVEWAYS SERVNG THE SAME PARCEL. A 2' MNMUM LENGTH OF FULL HEGHT CURB S REQURED BETWEEN DRVEWAY AND PROPERTY LNE. *7. 24' FOR A TWO-CAR GARAGE OR 30' FOR A THREE-CAR GARAGE. **8. PROVDE GROOVES (PER CTY STD. 209) F SLOPE EXCEEDS 5%. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. hoi'->amje=-r--;:;;cebcap;;;;:::;;;;;11 ;;;:10N:w-----,r.:APP':;;;;:::D:-t----R-E-S-D-E-NT-A-L-D-RVEW--A-Y-A-P-RO-N NO. AND DEPRESSED CURB 2012 EDTON TS-207.DWG

42 #4 BARS AT 12" O.C ,. BOTH WAYS N DRVE APRON, FOR COMMERCAL &: MULT-USE. A..: :.....:-: :. :~ ;... ~ :~\..: :~..::-~: ;~-~~. : ::.. : ~..-: : ~.: ::.~~.::~ >~... :. '~::.. ~:::,.~ ~ : -~... ~~., -.~ :: -:..: ~:~ :~ : ~., :.'::.\ :... CURB FACE A WEAKENED PLANE JONT (WPJ) 1 0'± O.C... "W"=27' MN.- 35' MAX = COMMERCAL "W"=1 0' MN.- 20' MAX.= RESDENTAL X=3' RES. OR 4' COMM. FOR 6" CURB FACE X=4' RES. OR 5' COMM. FOR 8" CURB FACE PLAN X" R/W 22' MN. TO CURB AND GUTTER TOP OF "X" OF ADJACENT DRVE ON SAME PROPERTY NOTES: 1 PCC SHALL BE CLASS 560-C WEAKENED PLANE JONTS (WPJ) SHALL BE 1 0' MAX. O.C. 2. 6" OF CLASS AGGREGATE BASE UNDER CURB AND DRVE APRON WHEN "R" VALUE OF EXSTNG SOL S 1 0 OR LESS OR WHEN DRECTED BY THE CTY ENGNEER. 3. CURB AND GUTTER TO BE SEPARATE POUR FROM DRVE APRON UNLESS OTHERWSE APPROVED. STREET WDTH TOTAL PARKWAY WDTH NATVE SOL (3) #4 REBARS VARABLE COMM. AND MULT-USE SECTON A-A --n--2" 4' MN. ESM'T. REQURED ~~ en ::::E %MAX. '.. a:::u U)i-.. #4 BARS AT 12" O.C. BOTH WAYS N DRVE APRON, FOR COMMERCAL AND MULT-USE REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. tio;::uam;je;-r--;:::;:;;debcap;;;;:::c;;;:'t;:;;:on~----.a.app';;;;;:;-d -r--d-r_ve_w_a_y_a_p_r_o_n_a_n_d_d_e_p_r_e_ss_e_d_c_u_r_b----1 NO. (RETROFT ONLY) 2012 EDTON TS-208.DWG

43 " 1 4" EXPANSON JONT RW LNE A 7" THCK PCC PCC RETANNG CURB (F NEEDED) HEGHT VARES C. F. RW LNE SDEWALK 4" THCK PCC 0 2% MAX. SLOPE. "X" "W" = 27' MN., TO 35' MAX. "X" X=4' FOR 6" CURB FACE X=5' FOR 8" CURB FACE DRVEWAY PLAN CURB AND GUTTER (3) #4 BARS NOTES= TOTAL PARKWAY WDTH 4' MN. WEAKENED PLANE JONT RW SECTON A-A 4' ± FOR RETROFT + L~~ ~~_" " EXPANSON JONT AGANST CONE MATCH EXSTNG A.C. OR PCC (FOR RETROFT) 1. PCC SHALL BE CLASS 560-C WEAKENED PLANE JONTS (WPJ) SHALL BE 1 0' MAX. o.c. 2. SAWCUT EXSTNG CURB AND GUTTER AND REPLACE WTH NEW DEPRESSED CURB AND GUTTER WHEN NSTALLNG NEW DRVEWAYS WHERE CURB S EXSTNG. 3. 6" OF CLASS AGGREGATE BASE UNDER CURB AND DRVE APRON WHEN "R" VALUE OF EXSTNG SOL S 1 0 OR LESS OR WHEN DRECTED BY THE CTY ENGNEER. 4. CURB AND GUTTER TO BE SEPARATE POUR FROM DRVE APRON UNLESS OTHERWSE AUTHORZED. 5. A COURSE BROOM FNSH TRANSVERSE TO THE LNE OF TRAFFC SHALL BE USED ON THE APPROACH OTHER THAN THE CURB AND GUTTER AREA. THE CURB AND GUTTER AREA SHALL HAVE A MEDUM BROOM FNSH PARALLEL TO THE LNE OF TRAFFC. 6. A 22' MNMUM LENGTH OF FULL HEGHT CURB S REQURED BETWEEN DRVEWAYS SERVNG THE SAME PARCEL. A 2' MNMUM LENGTH OF FULL HEGHT CURB S REQURED BETWEEN DRVEWAY AND PROPERTY LNE. 7. #4 BARS AT 12" O.C. BOTH WAYS N COMMERCAL OR MULT-USE DRVE APRON. 8. GROOVES SHALL BE 114" WDE APPROXMATELY 314" ON CENTER. (OMT F SLOPE S < 5%) REVSONS CTY OF TUSTN DEPARTMENT OF PUBUC WORKS STD. hon~::;:;;je:-r---cescff~:;;;;;::;'t:;::;:on~--.app'd~~---c-o-m-m-e-r-c-a_l_d_r_ve_w_a_y_a_p_ro_n ---1 NO..--~ ~--. ~A~N=D~D~E~P~RE=SS~E~D~C~U~RB~----~ ~ 2012 EDTON C'i TS-209.DWG

44 CURB RAMP---, PER STD. NO. 211 TO BE SEPARATE POUR FROM APRON (TYPCAL BOTH SDES) 7.5' MN. 7.5' 4" THCK PCC SDEWALK TO BE SEPARATE POUR FROM APRON (TYPCAL BOTH SDES) 1/4" EXPANSON PROPERTY LNE NOTE 5 #4 BARS AT 12" O.C. BOTH WAYS N DRVEWAY APRON AND CURB A_j PLAN TYPE "A-2" C c!c G R=25' MNMUM "W"= 27' MNMUM R=25' MNMUM TOP OF CURB~ j CURB FACE MAY VARY FROM ~SDEWALK \ 0" TO 6" DEPENDNG ON /..; :::.: ;.. :~:s-:._::2/~ '~:;:,_~:\=:,[: 2: ;~... :. :~~~-_.~-\'~~-~-~-JF:.li ~-~~-o~.~~~~~~~e~g~r~-~~d~~s~: ~:~,1~. ~---~-~---~-~~~ -~--~~-~~~-,-~/~~-,:-~:-::::~ :,~..-~-~:-2~:--:_s:-~=---~=--;=: :G:~.:=::. :~~: \_FLOWLNE OF CURB AND GUTTER ELEVATON L 1" LP (NO LP WHERE PEDESTRANS CROSS) 8.33% #4 BARS AT 12" O.C. BOTH WAYS 3" CLEAR COVER TOP AND BOTTOM NOTES= SECTON A-A co AGGREGATE BASE 1. PCC SHALL BE CLASS 560-C WEAKENED PLANE JONTS (WPJ) SHALL BE 1 0' MAX. O.C. 2. THS STANDARD S NTENDED FOR USE AT MAJOR ENTRANCES TO LARGE COMMERCAL OR NDUSTRAL CENTERS. 3. NATVE SOL SUBGRADE SHALL BE COMPACTED TO A MNMUM 90% RELATVE DENSTY. AGGREGATE BASE UNDER APRON SHALL BE COMPACTED TO A MNMUM 95% RELATVE DENSTY. 4. DEVELOPER OR PROPERTY OWNER SHALL DEDCATE REQURED R/W PROR TO SSUANCE OF A PERMT FOR THE WORK. PREPARATON OF LEGAL DESCRPTON AND DOCUMENTS SHALL BE AT DEVELOPER OR PROPERTY OWNER'S EXPENSE. *5. TRANSTON FROM STD. PLAN GUTTER SLOPE (8.33%) TO 5% SLOPE AT NTERSECTON OR WHERE PEDESTRANS CROSS. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. hon~mje=-r--;::;;ce8cff;;;:;;;;;11 ;:;;:10N;-----,r.APP'D:;;;;:;:-t----R-A-D-U-S-TY-P-E-D-RVEW--A-Y-A-P-RO-N------t NO. MAJOR COMMERCAL OR NDUSTRAL CENTERS 2012 EDTON TS-210.DWG

45 2" DEEP WEAKENED PLANE JONT N C c!c G 1/4" EXPANSON JONT N SDEWALK TRANSTON FROM 5% GUTTER SLOPE AT RAMP TO STD PLAN GUTTER SLOPE (8.33%) AT ECR 4" THCK PCC (BROOM TYPE FNSH AS DRECTED BY THE CTY ENGNEER) ---~..L VTRFED POLYMER COMPOSTE (VPC) CAST -N-PLACE BLACK TLE DETECTABLE WARNNG SURFACE-- (SEE DETAL AND NOTE 3 c!c 4) WEAKENED PLANE JONT 1/4" EXPANSON JONT N SDEWALK 0" LP (NO LP) FLOWLNE TO BE CONSTRUCTED FLUSH WTH TOP OF CURB COLD JONT (SEE NOTE 4)... ~: SECllON A-A TRANSTON FROM 5% GUTTER SLOPE AT RAMP TO STD PLAN GUTTER SLOPE (8.33%) AT BCR R/_W - ~... --JL ;!..~ t.. N : ;... :...: 4' MN " RASED TRUNCATED RASED TRUNCATED DO~E PATTERN DO~E CROSS-SECTON DETECTABLE WARNNG SURFACE DETAL 111/4" -l t > ~; ~t ;N B~RDER GROOVNG DETAL NOTES: 1. PCC SHALL BE CLASS 560-C WEAKENED PLANE JONTS (WPJ) SHALL BE 10' MAX. O.C. 2. WHEN.6.::C:90" OR WHEN STE CONSTRANTS EXST, A SPECAL DESGN S REQURED TO MEET MNMUM STATE AND FEDERAL ACCESSBLTY REQUREMENTS FOR THE DSABLED. 3. BLACK 3' X 4' "ARMOR-TLE" (OR APPROVED EQUAL) CAST-N-PLACE DETECTABLE WARNNG SURFACE SHALL BE USED. 4. THE BACK OF THE CONCRETE CURB SHALL BE STRAGHT AND FLUSH WTH THE DETECTABLE WARNNG SURFACE. ALL C &: G SHALL BE CONSTRUCTED WTH CHAMFERED 1" X 2" KEYWAY PER CTY STD * 5. CURB RAMP CONSTRUCTON SHALL NCLUDE ALL WORK FROM BCR TO ECR. REVSONS CTY OF 1\JSTN DEPARTMENT OF PUBLC WORKS STD. ~D~~~]E~------~DE9~~C~~~~~~----~~APP~D~~ ~NO. CURB RAMP --~~ !! ~~ 2012 EDTON TS-211.DWG

46 2" DEEP WEAKENED PLANE JONT N C &: G TRANSTON FRO~ 5% GUTTER SLOPE AT RA~P TO STD PLAN GUTTER SLOPE 8.33% AT ECR 1/4" EXPANSON JONT N SDEWALK 4" THCK PCC (BROO~ TYPE FNSH AS DRECTED BY THE CTY ENGNEER) ---<..._ 5% GUTTER SLOPE 1/4" EXPANSON JONT N SDEWALK 5% GUTTER SLOPE 0" LP (NO LP) FLOWLNE TO BE CONSTRUCTED FLUSH WTH TOP OF CURB 1.67" -1 c~;4.. RASED TRUNCATED RASED TRUNCATED DOME PATTERN DOME CROSS-SECTON DElECTABLE WARNNG SURFACE DETAL GROOVNG DETAL ;_r o~ B~RDER NOTES: 1. PCC SHALL BE CLASS 560-C WEAKENED PLANE JONTS {WPJ) SHALL BE 1 0' MAX. O.C. 2. WHEN.t..::z:go OR WHEN STE CONSTRANTS EXST, A SPECAL DESGN S REQURED TO MEET MNMUM STATE AND FEDERAL ACCESSBLTY REQUREMENTS F'OR THE DSABLED. 3. BLACK 3' X 5' "ARMOR-TLE" {OR APPROVED EQUAL) CAST-N-PLACE DETECTABLE WARNNG SURFACE SHALL BE USED. 4. THE BACK OF THE CONCRETE CURB SHALL BE STRAGHT AND FLUSH WTH THE DETECTABLE WARNNG SURFACE. ALL C &: G SHALL BE CONSTRUCTED WTH CHAMFERED 1" X 2" KEYWAY PER CTY STD * 5. CURB RAMP CONSTRUCTON SHALL NCLUDE ALL WORK FROM BCR TO ECR. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. tro~alen:~----~~~~~~~~;~-----.aapp~d~ NO. RADUS CURB RAMP (RETROFT ONLY) 2012 EDTON TS-211R.DWG

47 PLAN MEDAN CURB 1.5'± :: N....,... NOTES: 1. P.C. C. SHALL BE CLASS 560-C PROTECT EXST. MOSTURE BARRERS. CONSTRUCTON NOTES: CD CONSTRUCT HORZONTAL CURB CUT. CONSTRUCT 12" WDE, 6" THCK P.C.C. MOWSTRP W/1-#4 CONSTRUCT CONCRETE PAVERS PER CTY STANDARD NO. 214 USNG OLSEN PAVNGSTONE ANTQUE COBBLE, B-8 TERRA COTTA/BROWN, "" PATTERN OR APPROVED EQUAL, OR AS SPECFED ON PLAN. G) CONSTRUCT CONCRETE PAVERS PER CTY STANDARD NO. 214 OR LANDSCAPNG PER CONSTRUCT 6" THCK P.C.C. OVER 6" AGGREGATE BASE COMPACTED TO A MNMUM 95% RELATVE DENSTY. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. ~DAn~~----~~~am~~CN~----T~&.m~r ;NO. MEDAN MANTENANCE ACCESS RAMP ~--~ !!--!~ ~ N 2012 EDTON ~ TS-212.DWG

48 TYPE "B-1" CURB OR TYPE "A" CURB &: GUTTER BC STATONNG PER MPROVEMENT PLANS RADUS PONT :. POUR. ~ A.:......,. 4l. :~ -~ :.,... ~ :t... PLAN u LaJ * 5' TYP. MNMUM ~...J <( 3::: X 2' RADUS TO CURB FACE DAMETER HOLE NATVE SUBGRADE AND BACKFLL COMPACTED TO A MNMUM 90% RELATVE DENSTY DAMETER HOLE TYPE "B-1 " CURB (MONOLTHC WTH BULL NOSE) A.C. PVM'T SECTON A-A TYPE "B-1" CURB AGGREGATE BASE SUBGRADE COMPACTED TO A MNMUM 95% RELATVE DENSTY UNDER MEDAN NOSE, C&:G NATVE SUBGRADE AND BACKFLL COMPACTED TO A MNMUM 90% RELATVE DENSTY DAMETER HOLE TYPE "A" CURB &: GUTTER (MONOLTHC WTH BULL NOSE) C. FLUSH WTH CONC. NOlES: SECTON A-A TYPE "A" CURB & GUTTER AGGREGATE BASE SUBGRADE COMPACTED TO A MNMUM 95% RELATVE DENSTY UNDER MEDAN NOSE, C&:G 1. P.C. C. SHALL BE CLASS 560-C *2. MEDAN NOSE TO BE LOCATED PER CTY STANDARD NO (15' FROM 1/2.6.) 3. 8" DA. HOLE WLL BE FLLED WTH TAMPED TEMP. A.C. AFTER SGN PLACEMENT. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS 810. ~0~~~~----~~=====~~----~NP~D~ ~NO. CONCRETE MEDAN NOSE (f) 2012 EDTON C\i TS-213.DWG

49 PAVER THCKNESS - 60 MM 1" TO 1}f' 2}-'--...:...::::...:..:.o..., co 12" MN. r PATTERN SECTON NOTES: 1. THS STANDARD ~AY NOT APPLY TO THE TUSTN LEGACY OR OTHER AREAS OF THE CTY. 2. THE CONTRACTOR SHALL SUB~T DETALED SPECFCATON AND PROVDE A 4' X 4' ~OCK-UP FOR REVEW AND APPROVAL BY CTY AND/OR LANDSCAPE ARCHTECT PROR TO NSTALLATON. 3. GEOTECHNCAL REPORT TO NCLUDE RECO~~ENDATONS FOR ALL PAVER SECTONS. CONSTRUCTON NOTES= CD CONCRETE PAVERS WTH SAND SWEPT JONTS. CONSTRUCT CONCRETE PAVERS USNG OLSEN PAVNGSTONE ANTQUE COBBLE, B-8 TERRA COTTA/BROWN, "" PATTERN (AS SHOWN ABOVE), OR APPROVED EQUAL. 1" TO 1 1/2" BEDDNG SAND - PER SPECFCATON. 0 0 BUTT JONT - SWEEP SAND NTO OPENNGS. 6" ~N. CLASS BASE CO~PACTED TO A ~N~U~ 95% RELATVE DENSTY. (DEPTH PER GEOTECHNCAL REPORT). CO~PACT SUBGRADE TO A ~N~U~ 90% RELATVE DENSTY. 12" WDE GEOTEXTLE ALONG PER~ETER - TURN UP AT CURB OR VERTCAL SURFACE. POURED CONCRETE WTH 2-#4 BARS CONTNUOUS (AT PEDESTRAN EDGES AGANST ALL PLANTNG AREAS). PCC SHALL BE CLASS 560-C REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. ~D~A~TE~----~DE=s~cR=~=o~N----~A~PP='D~ ~NQ MEDAN NTERLOCKNG CONCRETE PAVERS ---~~ ~~--~ ~ ~ 2012 EDTON N TS-214.DWG

50 SECTON 300 STORM DRANS, FLOOD CONTROL & WATER QUALTY

51 FRA~E AND COVER TO BE ALHA~BRA FOUNDRY #A-1530 (GALVANZED WTH LOCKNG SET SCREWS) OR APPROVED EQUAL 2 EXTRA #4 BARS H 8'-0" OR LESS 8'-1" TO 2o'-o" T 6" 8" 1'-1 0" \--SEE CTY STD. NO. 303 FOR CURB OPENNG DETALS STEPS - SEE CTY STD. NO. 303 EXTEND #4 BARS #4 12" O.C. BOTH WAYS N WALLS &: TOP :: co t J.. 3'-0" T =----= ~ SECTON E-E #4 BARS 0 6" O.C. BOTH WAYS N TOP (TYPCAL) SCORE LNE :: co.., E t 1- PLAN 4" R ON OPENNGS (TYPCAL) NOTES= 1 PCC SHALL BE CLASS 560-C OS = CURB OPENNG S~ALL. 3. FOR DETALS &: NOTES, SEE CTY STD. NO FOR LOCAL DEPRESSONS, SEE CTY STD. NO CURB OPENNG SHALL CONFOR~ TO CURB ALGN~ENT. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. ~D~~~~r----.~~~m~~-----rNPHDno, ,NO. CATCH BASN - NLET TYPE OS t---1! j---j~ ~ C EDTON (") TS-301.DWG

52 FRAME AND COVER TO BE ALHAMBRA FOUNDRY #A-1530 (GALVANZED WTH LOCKNG SET SCREWS OR APPROVED EQUAL) A L ~~~~~~======*=~~======~~---CURB ----=---=7.=11"f------!..:...:.=~== l. :. ;j' CTY.-- VARABLE :.... PROTECTON BAR (SEE NOTE 5 CTY STD. NO. 303) CURB SUPPORT (SEE CURB SUPPORT DETALS AND NOTE 6 STD. NO. 303) ~r ALT. SECTON A-A 11 cl MN. SLOPE 1 0% (TYPCAL) NOTE= STANDARD OPENNG LENGTHS "L" ARE 7', 1 0', 14', AND 21' (OTHER LENGTHS MAY BE USED)....Jf i_ 0 t.. c_.j ALT. SECTON A-A 12 c- 1.".. 6" l t #4 BARS 0 12" O.C. BOTH WAYS N WALLS, SDES AND FLOORS (TYPCAL) c- AL T. SECTON A-A 13 REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. ~DA~~~-----.~~~~~CN~ ~~~ ,NQ. CATCH BASN - NLET TYPE OL C\1.---~ ~--~ ~ C')o 2012 EDTON S-EET10F2 TS-302A.DWG

53 H T 8' -0" OR LESS 6" 8'-1" TO 20'-0" 8"... ~ 3'-0" ~ SECTON D-D T-j t- ~SEE CTY STD. NO. 303 FOR 1.~:~ CURB OPENNG DETALS 1:1...,~ NLET --- 1:1_,.,. -; T ~ ~~-OUTLET 1: ~ROll~-:~ j (_..... T ~~8-~~ SEE CTY STD. NO. 303 FOR CURB OPENNG DETALS )-- ~ -.-T DAlE NOTES: 1. PCC SHALL BE CLASS 560-C OL = CURB OPENNG LARGE. 1. 3'-o". t SECTON C-C 3. FOR DETALS &: NOTES, SEE CTY STD. NO FOR LOCAL DEPRESSONS, SEE CTY STD. NO CURB OPENNG SHALL CONFORM TO CURB ALGNMENT. 4. ALT. SECTON A-A #1, #2, OR #3 MAY BE USED DEPENDNG ON ALGNMENT &: DEPTH OF STORM DRAN PPE. 5. THE WORDS "NO DUMPNG, DRANS TO OCEAN" SHALL BE STENCLED ON TOP OF THE CATCH BASN NLET WTH 2-NCH LETTERS USNG BLACK EPOXY PANT. ANY VARATONS MUST BE APPROVED BY THE CTY ENGNEER. REVSONS DESCAPT10N APP'D CTY OF 1\JSTN DEPARTMENT OF PUBLC WORKS STD. NO. CATCH BASN - NLET TYPE OL C\1 ~--! !--~ ~ ~ E D T 0 N.,.-, 81-EET20F2 TS-302B.DWG

54 2 EXTRA #4 BARS CURB FACE BEYOND PROTECTON BAR SUPPORT BOLTS TO BE ALHAMBRA FOUNDRY #A-1574 (GALVANZED) OR APPROVED EQUAL. L FNSH SURFACE OF LOCAL DEPRESSON BEYOND ,... SLOPE #4 BARS PROTECTON BAR TO BE ALHAMBRA FOUNDRY #A-1565 (GALVANZED) or APPRovED EQUAL. TYPE A-2 or o curb GENERAL NOTES:... ""...,......,.... "q ~.... f>..... fl===::::::~:::::::::;:::~.. q..... :.. ~.... "".... -~...,...>----FACE PLATE TO BE ALHAMBRA FOUNDRY #A-3911 (GALVANZED) OR APPROVED EQUAL. FACE PLATE DETAL 1. FOR "T" WALL THCKNESS SEE TABLE ON CTY STD. NO. 301 OR HEGHT OF CURB OPENNG WLL VARY WTH THE TYPE OF CURB AND THE DEPTH OF THE LOCAL DEPRESSON (SEE LOCAL DEPRESSON, CTY STD. NO. 304). 3. RENFORCNG STEEL SHALL BE #4 BARS 012" O.C. BOTH WAYS PLACED 1-1 /2" CLEAR TO NSDE OF BOX UNLESS OTHERWSE SHOWN. 4. STEPS-NONE REQURED WHERE "H" S 3'-6" OR LESS, NSTALL ONE STEP 16" ABOVE FLOOR WHEN "H" S MORE THAN 3'-6" AND LESS THAN 5'-0". WHERE "H" S MORE THAN 5'-0", STEPS SHALL BE EVENLY SPACED 016" NTERVALS FROM 16" ABOVE FLOOR TO WTHN 12" OF THE TOP OF THE BOX. PLACE STEPS N WALL WTHOUT PPE OPENNG. 5. WHEN CURB OPENNGS ARE 7" HGH OR MORE, PLACE A 3/ 4" DAMETER PROTECTON BAR HORZONTALLY ACROSS THE ENTRE LENGTH OF THE OPENNG AND BEND BACK 4" NTO THE NLET WALL ON EACH SDE. 6. CURB OPENNGS LONGER THAN 5' SHALL HAVE ONE PROTECTON BAR SUPPORT BOLT EACH 5' NCREMENT OR FRACTON THEREOF, EVENLY SPACED. 7. PPE(S) CAN BE PLACED N ANY WALL. 8. CURB SECTON SHALL MATCH ADJACENT CURB. 9. EXCEPT FOR NLETS USED AS JUNCTON BOXES, BASN FLOORS SHALL HAVE A MNMUM SLOPE OF 4:1 FROM ALL DRECTONS TOWARD OUTLET PPE AND SHALL HAVE A WOOD TROWEL FNSH. 10. GALVANZNG: ALL EXPOSED METAL SHALL BE GALVANZED AFTER FABRCATON. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. ~DA~~~-----.~~~~~CN~ ~~~ ,NQ. CATCH BASN DETALS AND NOTES ~--~ ~~--~~ ~ C') EDTON TS-303.DWG

55 8 :'. :. :.,.-.:.:::.:~...,......,....: ).:.... ~ ::=.. ~;. :.~; ~:.~:..:..~.: :->>. ;.~... ~~.:.,. ~::..:.:~.::... ~ :).:.~ : : :.:..,< :. :..~ :.... ;...:.:-:...:. :_...:. -~ ~l",._ :,l. :.... :Sb::,.':::<:,;: ~~!~?~ l"t~~:~ i.{i~:\} ~-J;~:: :(,~ sz::.s~:. A 3' 8 L 3' PLAN 3' L 3' CURB &: GUTTER FACE PLATE {SEE CTY STD. NO. 303) SECTON A-A PAVEMENT 4" FOR 6" C.F. 5-1/2" FOR 8" C.F. j NORMAL r- j G~TER AGGREGATE BASE SECTON B-8 NOlES: 1. PCC SHALL BE CLASS 560-C "L" = LENGTH OF OPENNG SHOWN ON THE PLAN. tn0 REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. ~~n:n:r-----~~~~~~w----~7~~~ NO. LOCAL DEPRESSON 2012 EDTON TS-3D4.DWG

56 BACK OF CURB\ #4 REBAR 24" N :: 2" SCHEDULE LENGTH MN. CENTERED 40 PVC PPE ~ z OVER CORES... ::::E FLOWLNE OF7 N GUTTER r ~ LP GUTTER OF L CORE DRLL 3" DAMETER HOLE AND EPOXY GROUT AROUND PVC PPE. ) t ( ) l ) 0:::::0 3' MN. TOP OF DWY "X" PLAN (FOR TYPE o CURB WTH s CURB FACE) ELEVATON ALTERNATE: SAWCUT AND REMOVE MNMUM OF 5 LNEAR FEET OF CURB AND GUTTER AS DRECTED BY THE ENGNEER N THE FELD. POUR NEW CONCRETE CURB AND GUTTER WTH 3" DAMETER SCHEDULE 40 PVC CAST N AT SAME DMENSON SHOWN AT RGHT. #4 REBAR 24" N 1(4" r SCHEDULE 40 PVC PPE :: LENGTH MN. CENTERED ~ z OVER CORES... BACK OF CURB ::::E N FLOWLNE OF7 GUTTER ) t ( ) l ) LP OFl\ GUTTER 3' MN. TOP OF DWY "X" PLAN (FOR TYPE A-2 CURB WTH a CURB FACE) ~ L CORE DRLL 5" DAMETER HOLE AND EPOXY GROUT AROUND PVC PPE. ELEVATON ALTERNATE: SAWCUT AND REMOVE MNMUM OF 5 LNEAR FEET OF CURB AND GUTTER AS DRECTED BY THE ENGNEER N THE FELD. POUR NEW CONCRETE CURB AND GUTTER WTH 4" DAMETER SCHEDULE 40 PVC CAST N AT SAME DMENSON SHOWN AT RGHT. NOlES: 1. F DRANNG PRVATE PROPERTY, BULDNG DVSON APPROVAL S REQURED, AND SHALL ALSO CONFORM WTH ALL BMP REQUREMENTS. 2. MAXMUM OF 3 CORES AT 9" O.C. AT ANY LOCATON. REVSONS CTY OF TUSTN DEPARlMENT OF PUBLC WORKS STD. DATE CE8CRP1"DD APP'D NO. CURB CORE FOR ROOF OR ON-STE DRANS l() 0 C") EDTON TS-3D5.DWG

57 SECTON 500 TRAFFC

58 REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. t-r:\.o~r-rjei:"t--"""'ndescfft:;;;::c;;;;:;:d;::;j--"t"aiaf'p'aa:r:;d:-t-----7m=et='a-:-:l:--=bea=-:-:m:-:-:gu::-:-:-a=rd::--:ra:-:-::-u":'n:-:g: NO. (DEAD END AND WDENED SEC1lON SGNNG) 2012 EDTON TS-501.DWG

59 0 N '-- 3 EACH, 3" YELLOW ACRYLC '-"'TT"Tir CUBE-CORNER REFLECTORS ON A 12" X 6" TARGET PLATE :: 0 N b N --111==1' -=111==1 1 CLEARANCE MARKER TYPE L -1 (CA) (OM2-2V) OBSTRUCTONS ADJACENT TO ROADWAY 2, r 1 / " --r ,_- - ~ 3 3/ 4" SPACNG AT TOPl AND BETWEEN BANDS ~ MN. DA. EACH. 3" BANDS OR ~ 1 EACH, 9" BAND OF YELLOW ~ RETROREFLECTVE SHEETNG f'-whte FLEXBLE PLASTC POST BASE EPOXED TO PAVEMENT NOTES= 1 11==111=- - 1 ALTERNATE PLASTC MARKER TYPE 0 (CA) OBSTRUCTONS WTHN ROADWAY 1. PLASTC MARKERS MAY BE USED WHERE APPROVED BY THE CTY ENGNEER. 2. PLACEMENT OF ALL MARKERS SHALL COMPLY WTH LATEST VERSON OF CA MUTCD. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. DAlE DE8CRPTON APP'D NO. MARKERS C\1.---! !--~ ~ LOa 2012 EDTON TS-502.DWG

60 J HARDWARE DETAL 4 7ja".D. GALVANZED PPE, 1 0' LONG. = ~ ou ~ m- ' o~ / 5/8" DA. HOLE.., ~[~1~~~~~~~~~0~~~~~~~~1]~ t 24" MN. - 30" MAX. GREEN BACKGROUND m CENTER RB OPTONAL SLVER LETTERS STREET NAME SGN PLACE 3" MOUND FLL, EXCEPT N ULTMATE PARKWAY 4' REVSONS 8" t CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. t-:o="'='>~+.=je~----=c=m=cw=110n==-----,-app"="=o= l NO. STREET NAME SGN ~-! !---~ ~ LC) EDTON S-EET10F3 TS-503A.DWG

61 NOlES: 1. EXACT LOCATON OF STREET NAME SGNS TO BE SHOWN ON MPROVEMENT PLANS. SEE SHEET 3 OF 3 FOR PLACEMENT CRTERA. 2. ALUMNUM ALLOY FOR ALL COMPONENTS SHALL CONFORM TO SPECFCATONS PUBLSHED BY THE ALUMNUM ASSOCATON. SZE= A. 1j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lE REVSONS DE8CfFTON APP'D CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. NO. STREET NAME SGN SPECFCATONS 2012 EDTON Sl-EET 20F3 TS-503B.DWG

62 LOCAL...J <( u 0...J l.. ) STREET 2' 2' FULL PARKWAY SDEWALK &.1 1.&.1 0:::: l en LOCAL STREET...J <( u 0...J ARTERAL a:: (.) CD STREET NOTES= LEGEND = TWO 9" SGNS FULL PARKWAY SDEWALK...J <( 0:::: 1.&.1 1- c:::: <( 1. STREET NAt.1E SGNS SHALL BE PLACED AT THE NEAR RGHT APPROACH OF t.1ajor TRAFFC FLOW. 2. ONE SGN SHALL BE PLACED AT THE NTERSECTON OF TWO LOCAL STREETS. 3. TWO SGNS SHALL BE PLACED AT THE NTERSECTON OF AN ARTERAL STREET WTH A LOCAL STREET. 4. FOUR SGNS SHALL BE PLACED AT A NON-SGNALZED NTERSECTON OF TWO ARTERAL STREETS. SGNS SHALL NOT BE NSTALLED AT SGNALZED NTERSECTONS WTH NTERNALLY LLUt.11NATED STREET NAt.1E SGNS. REVSONS CTY OF TUSTN DEPARTMENT OF PUBUC WORKS STD. ~DAft~~-----.~~~~~N ~~~ ,NO. STREET NAME SGN PLACEMENT 2012 EDTON 81-EET30F3 TS-503C.DWG

63 E.P. TQ_r--.- supple~ental_/1 ~ A.C. PLATE ;.. * * Ell Ell Ell'= 31 =1131EE=31E' - C:::::Eirs31 Ell Ell =:lie? """" lli=' AGGREGATE.,.&J'TP-L' BASE NATVE SOL SHOULDER LOCATONS *SEE NOTE 2. 12" f--0...::;::::::;=------r--"'t"'"'t""--' ~N. 18" ~N. E" EEE -::EEE" =J )E=" NATVE SOL 48" r--.~n. - 1'31E =:~ '311::::::11E' ~~r NOTES: 1. SEE SHOULDER AND PARKWAY LOCATON DETALS FOR STANDARD ~OUNTNG HEGHTS. EXCEPTONS SHOULD BE ~ADE TO AVOD SGHT RESTRCTONS OR UNDESRABLE CONDTONS, AT THE DRECTON OF THE ENGNEER. 2. WHEN SUPPLE~ENTAL PLATE S USED, THE 4' ~OUNTNG HEGHT SHALL SUPERCEDE THE 5' ~OUNTNG HEGHT AT SHOULDER LOCATONS. 3. PARKWAY AND SHOULDER SGNS HAVNG A HORZONTAL WDTH OF 48" OR GREATER SHALL BE DUAL-POST ~OUNTED. SGNS LESS THAN 48" N WDTH SHALL BE ~OUNTED ON A SNGLE POSTS. POST(S) SHALL BE GALVANZED STEEL, EASY ERECT BREAKAWAY, OR SQUARE STEEL TUBNG WTH BREAKAWAY BASE, "QUCKPUNCH", "UNSTRUT", OR APPROVED EQUAL, EXCEPT WHEN ~OUNTED ON SA~E POST AS STREET NA~E SGN. 4. SZNG OF R1 ("STOP") SGNS: 24" - LOCAL TO LOCAL NTERSECTON WTH LOW APPROACH SPEED AND GOOD VSBLTY 30" - STANDARD SZE. 36" WHERE THE APPROACH WDTH S GREATER THAN 30'. DUAL SGNS SHALL BE USED WHERE THERE S A RASED ~EDAN AND APPROACH WDTH S GREATER THAN 30'. 48" WHERE THE ENGNEER DETER~NES THERE S A DE~ONSTRATED OR POTENTAL ACCDENT PROBLE~. 5. ** 8' ~N~U~ F DESGNATED BKE TRAL. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. ~o~~~~~---~~==c=ap==~~ np===o~ ~no. TRAFFC SGN PLACEMENT.--! !-~ ~~ 2012 EDTON ll) TS-504.DWG

64 /SGN POST / _..., 1 3/ 4" SQUARE ~~.. 7so:... : ~... : ~ ~.. :111=111= = ~E= '= Ell ::::::11 "911=111= 11 TYPCAL ~ NSTALLATON THROUGH CONCRETE ANCHOR SLEEV:~E 2 1/4" SQUARE ANCHOR POST DAlE = A 0 l ' :: -o- -H+++-~ DO 0 0, v ST'ElaT'S'f11 ~ 1 ~ EE~=" ~ :: FJij ~ ~ f LTYPCAL NSTALLATON THROUGH DRT ANCHOR SLEEVE + ANCHOR POST = ANCHOR ASSEMBLY 2" SQUARE 1.&..3:: NOTES: TYPCAL SECTON :: to N 1 ~cu~unversal oo HEAD _J RVET DETAL...J zl&... ~, 2u 1... _?.RVE RVET ~.-RVET LOCATONS (SEE NOTE 6) 1-- (.).&.. D La.J.&.. 5g n STREET SDE~«!=~~ OF POST SECTON A-A 1. SQUARE PERFORATED STEEL TUBE POSTS WTH BREAK-AWAY BASE. "TELESPAR", "QUCKPUNCH", OR "UNSTRUT", OR APPROVED BY CTY ENGNEER EQUAL, SHALL BE USED FOR ALL TRAFFC CONTROL AND NFORMATONAL SGNS WTHN ROAD RGHT-OF-WAY, WTH THE EXCEPTON OF STREET NAME SGNS PER CTY STANDARD PLAN NO THE NUMBER OF POSTS REQURED FOR SGN NSTALLATON SHALL BE DETERMNED BY THE AREA OF THE SGN OR COMBNATON OF SGNS TO BE NSTALLED. A SNGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WDTH ARE LESS THAN 48", WTH THE EXCEPTON OF A 48" x 48" STOP SGN. DOUBLE POSTS SHALL BE USED WHERE ETHER THE LENGTH OR THE WDTH EXCEEDS 48". 3. THE ANCHOR ASSEMBLY SHALL CONSST OF A 2" SQUARE BY 2'-6" ANCHOR POST AND A 2 1/4 "SQUARE BY 1' -6" ANCHOR SLEEVE. 4. THE ANCHOR ASSEMBLY, CONSSTNG OF THE ANCHOR POST AND ANCHOR SLEEVE, SHALL BE DRVEN SMULTANEOUSLY UNTL ONLY 1" TO 2" REMANS ABOVE GROUND LEVEL. THE TOPS OF BOTH PECES SHALL BE FLUSH. 5. ALL DRT SHALL BE REMOVED FROM THE NSDE TOP 8" OF THE ANCHOR ASSEMBLY TO ALLOW FOR NSTALLATON OF THE SGN POST. 6. NSTALL THE 1 3j 4" SQUARE SGN POST 6" TO 8" NTO THE ANCHOR ASSEMBLY AND SECURE N PLACE WTH TWO Sj,s" UNVERSAL HEAD DRVE RVETS AS SHOWN. THE RVETS SHALL BE NSTALLED ON THE SDE OPPOSTE TRAFFC FLOW AND THE SDE AWAY FROM TRAFFC AS SHOWN N ORDER TO ACHEVE THE MAXMUM BREAK-AWAY EFFECT. 7. NSTALLATON ACCORDNG TO THESE REQUREMENTS S ESSENTAL TO MANTAN THE BREAK-AWAY CHARACTERSTCS OF THE POST SYSTEM. UNDER NO CRCUMSTANCES SHALL THE ANCHOR ASSEMBLY BE SECURED N CONCRETE FOOTNGS. APP'D CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. NO. SGN POST NSTALLATON 2012 EDTON TS-505.DWG

65 R4-7 (24" X 30") 6" R4-7 (24" X 30") W1-7 (18" X 36") R6-1 (12"X36") TYPE N-1 (CA) (OM1-3) TYPE N-1 (CA) (OM1-3) DETAL e TYPE N-1 (CA) (OM1-3) v 24" DETAL c DETAL "A" f ;- (TYP.) DE:J'~L "A" DETAL "B" L_~ DETAL "B" NOTE: NTERSECTON LOCATONS SEE THE LATEST CA MUTCD FOR SGN SPECFCATONS AND DETALS. SGNS SHALL BE STANDARD SZE UNLESS OTHERWSE NOTED. R4-7, R6-1, W1-7 AND TYPE N-1(CA) (OM1-3) SGN FACES SHALL BE RETROREFLECTVE TO SHOW THE SAME SHAPE AND SMLAR COLOR BOTH DAY AND NGHT. THE LEGEND AND BACKGROUND SHALL BE OF CONTRASTNG COLORS. THE FNSH SHALL COMPLY WTH LATEST VERSON OF CA MUTCD. POSTS SHALL BE SQUARE GALVANZED STEEL TUBNG WTH BREAKAWAY BASE, "TELESPAR", "QUCKPUNCH", OR "UNSTRUT", OR APPROVED EQUAL. (SEE STD. NO. 505) REVSONS CTY OF TUSTlN DEPARTMENT OF PUBLC WORKS STD. ~DAn~~----~~~~~YDN~----TMNP~D~ ,NO. MEDAN SGNNG AT NTERSECTONS 2012 EDTON TS-506.DWG

66 DRECTON OF TRAVEL ONE-WAY (TYPE H) YELLOW RASED REFLECTVE"",. AARKERS (TYP.) 24' (TYP.) SGN(S) (PER PLAN) SEE BELOW 2", TYP (SET AT 4" FROM =o) g CURB, F NO GUTTER) EDGE OF PAVEMENT AT LP OF GUTTER PLACE 1' BEHND RADUS PONT DRECTON OF TRAVEL E E ~TWO-WAY (TYPE RASED REFLECTVE MARKER D) YEU.OW PLAN VEW NOTES: CD PANT MEDAN NOSE WTH HGH REFLECTVTY PREMXED WHTE TRAFFC PANT. 0 NSTALL YELLOW REFLECTVE PAVEMENT MARKERS ON PAVEMENT SURFACE N FRONT OF MEDAN CURB NOSE AT MNMUM 2' CENTER TO CENTER SPACNG (MNMUM 5 MARKERS). PLACE REFLECTVE SURFACE OF MARKERS PARALLEL TO 't_ OF NTERSECTNG ROADWAY. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS 810. ~o~n~~----~~~am~~cn~----t~a.m~r ;no. RASED MEDAN MARKNG DETAL.--! ! ~~ 2012 EDTON ll) TS-507.DWG

67 CURB i'..._tangent LNE TO CURB FACE OF MEDAN NOSE CURB RGHT ANGLE NTERSECTON / / / CURB --~- / CURB SKEW NTERSECTON NOTES: 1. PANT DOUBLE YELLOW STRPNG FROM MEDAN NOSE TO BACK OF CROSSWALK OR TO 6./2 F NO CROSSWALK. 2. FOR CROSSWALK DETALS, SEE STANDARD PLAN NO REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. ~o~n~~----~~~~~nj----~np~d~ ,no. RASED MEDAN NOSE LOCA TlON.--! !--~ ~~ 2012 EDTON ll) TS-508.DWG

68 :: N al_ a E3 24" M ct a a E3 E3 E3 E3 36" 36" (TYP.) (TYP.) N 0... CURB FACE NOTE: R.P.M.'S ARE OFFSET ON OPPOSTE SDES OF CROSSWALK. E3 2' lan. E3 at a :: N \ E3 E3 E31E3 \ 18"118" 2 WAY R.P.~.'S (TYP.), SEE NOTE 3. E3 E3 E3 E3 NOTES: 1. STANDARD 1 0' CROSSWALKS CONSSTS OF TWO PARALLEL 12-NCH WDE WHTE LNES (YELLOW FOR SCHOOL DESGNATED CROSSWALK). 2. LADDER BARS SHOULD BE USED ONLY WHERE ADDED VSBLTY S NEEDED SUCH AS AT SCHOOL ZONES, MDBLOCK, OR AN UNCONTROLLED NTERSECTON AS DETERMNED BY THE CTY ENGNEER. 3. TWO WAY REFLECTVE RASED PAVEMENT MARKERS (R.P.M.) MAY BE USED TO SUPPLEMENT LADDER BAR STRPES WHERE ADDTONAL VSBLTY S NEEDED, AS DETERMNED BY THE CTY ENGNEER. USE CLEAR TYPE 'B' R.P.M.'S FOR A WHTE CROSSWALK, AND YELLOW TYPE 'D' R.P.M.'S FOR A YELLOW CROSSWALK. 4. NTENT OF LONGTUDNAL SPACNG OF LADDER BARS S TO PLACE THEM ALONG LANE LNES AND N THE CENTER OF LANES TO AVOD VEHCLE WHEEL PATHS. LADDER BARS SHALL BE CONTNUED ACROSS THE ENTRE ROADWAY WDTH, WTH THE LAST FULL BAR (NO PARTAL BARS) AT LEAST 2' FROM THE CURB FACE. 5. AT SKEWED NTERSECTONS, THE LADDER BAR SHALL BE PARALLEL TO THE LANE LNES, NOT PERPENDCULAR TO THE CROSSWALK LNES. REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS 810. ~o~.,~~r----.~~~m~~-----r»p~n0 ; ,NO. CROSSWALK DETAL.-!------!~ ~~ 2012 EDTON LO TS-509.DWG

69 REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS STD. ~DA~~~-----=~====~----~~==~ ~NO. NTERSECTON SGHT DSTANCE ~ ~--_,~ CTY ENCHER DATe 0 ie TS-510.DWG

70 NSTALL CALTRANS STANDARD 12-NCH WDE WHTE LMT LNE (PLAN A24E) NSTALL CALTRANS STANDARD WHTE PAVEMENT LEGEND NSTALL CALTRANS STANDARD WHTE PAVEMENT LEGEND TYPCAL STOP AND LMT LNE TREATMENT TYPE A TYPCAL STOP AND CROSSWALK TREATMENT TYPE 8 NSTALL CALTRANS STANDARD DETAL 22 NSTALL CALTRANS STANDARD 12-NCH WDE WHTE LMT LNE (PLAN A24E) NSTALL CALTRANS STANDARD WHTE PAVEMENT LEGEND ZZl TYPE 'G' MARKER 4" WHTE (TYP.) s 13.~6. [6. = '=:.] TYPCAL STOP AND LMT LNE WTH 50 FOOT DOUBLE YELLOW CENTERLNE TYPEC LANE LNE EXTENSON THROUGH NTERSECTON REVSONS CTY OF lustn DEPARTMENT OF PUBLC WORKS STD. ~o~n~~----~~~~nwkww-----r.~~~ ,no. TYPCAL NTERSECTON MARKNGS ~-~~ ~---~ _1_2 E_D T O N ~ ~ TS-511.DWG

71 X xin \ TYPCAL TWO-WAY ROADWAY TREATMENT TYPE A \_NSTALL CALTRANS STANDARD DETAL 21 OR 22 AS APPROVED BY THE CTY ENGNEER. NSTALL CALTRANS STANDARD DETAL 21 OR 22 AS APPROVED BY THE CTY ENGNEER. TYPCAL ROADWAY KNUCKLE TREATMENT TYPE 8 REVSONS CTY OF lustn DEPARTMENT OF PUBLC WORKS STD NO. t"orul/4.m:je:r-~descrp::;:;;;::a;;;;tjonintd""--raapp'd:iij;j:i:-t---typ--c_a_l_c_e_nte_r_l-n_e_m_a_r_k_n_gs FOR LOCAL ROADWAYS ~--~ ~ ~ 10~ 2012 EDTON TS-512.DWG

72 EDGE OF TRAVELWAY EDGE OF TRAVELWAY Posted Speed (MPH) Recommended Distance "A" 150' 200' 225' 250' 275' 300' 350' 500' "B" 32' 40' 50' 60' W3-3 "SGNAL AHEAD" SYMBOL SGN 0 (.)... :::::> ~ <( EDGE OF TRAVELWAY:::J ~ m ""= sign AssEMBLY PER CA MUTCD REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. ~D~~=~~--~~===~=~~--~N ~0~ ~~. t TYPCAL TREATMENT OF PAVEMENT MARKNGS ~-~ ~---~ E D T O_N ~ ~ TS-513.DWG

73 SECTONS 1000, 1100 & 1200 WATER

74 SECTON 1000 DOMESTC WATER SYSTEM

75 ~ nl n NOlE: SOLDERED JONTS WLL NOT BE ALLOWED BETWEEN WATER MAN AND WATER METER. TUNNEL UNDER EXSTNG CURB AND/OR GUTTER. PLACE ONE (1) SACK SLURRY BACKFLL F NOT TUNNELED. FURNSH AND NSTALL 12" X 20" ARMORCAST COMPOSTE POLYMER CONCRETE BOX WTH TWO PECE UD OR APPROVED EQUAL METER BOX SHALL HAVE TRAFFC WEGHT COVER F EXPOSED TO TRAFFC. n :... :.... 3/ 4" &: 1" METER PROVDED AND SET BY CTY (SEE PERMT) 1\) \) ~ n1 m :D 0 () - m - - ~ 0 0 C) z m > 0 0 ::!! f;j z > iii: r.j iii.!. 0 g b ~ 1001 ~ c t- 0 ~ 0 "11 ~ z ~ ~ i m ~ 0 "11 ""U c: m h ~ ::::0 fij z 0 (/) (') ~s ~ ~ N = 3:: z 3:: c 3:: _.:::..:_.. ~: -~-~-.:.: _:::... TRENCH BACKFLL SHALL BE PER CTY STD V en = 3:: z 3:: c 3:: w = FURNSH &: NSTALL 1" BRONZE STD. METER ~' COUPUNG. J-134 OR ~~ APPROVED EQUAL 3" MN. PEA GRAVEL FURNSH AND NSTALL 1" BRONZE ANGLE STOP JONES J-1963W OR APPROVED EQUAL 3/4" METER SHALL HAVE BRONZE BUSHNG J-128H.,/ t t-# FURNSH AND NSTALL 1" ' TYPE "K" SOFT COPPER ~ ~ FURNSH AND NSTALL 1" BRONZE MP CORP. STOP, JONES J-41 WTH J-2607 BRONZE COMPRESSON CONNECTON OR APPROVED EQUAL ON ACP OR DP WATER MAN FURNSH AND NSTALL DOUBLE STRAP BRONZE SADDLE WTH P THREADS, JONES J-979 OR APPROVED EQUAL ON C-900 WATER MAN FURNSH AND NSTALL DOUBLE STRAP BRONZE SADDLE WTH P THREADS, JONES J-969 OR APPROVED EQUAL.

76 ~ nl n NOTE: SOLDERED JONTS WLL NOT BE ALLOWED BETWEEN WATER MAN AND WATER METER. TUNNEL UNDER EXST CONCRETE CURB AND/OR GUTTER. PLACE ONE (1) SACK SLURRY BACKFLL F NOT TUNNELLED. FURNSH AND NSTALL 17" X 30" ARMORCAST COMPOSTE POLYMER CONCRETE BOX WTH TWO PECE LD OR APPROVED EQUAL. METER BOX SHALL HAVE TRAFFC WEGHT COVER F EXPOSED TO TRAFFC. n ~~ 1-1/2" &: 2" METER PROVDED BY CTY AND SET BY DEVELOPER 0 > c ::!! f;j z ~ r-, iii.!. 0 N b ~......! \) 1\) :0 1\) 1\) m :e ~ :0 - () 0 m z 3! 0 m ~ c t- 0 ~ 0 '11 c! ~ z ~ ~ i m ~ 0 '11 ""U c: m r 0 ~ z en o (/) ~s ~ EXSTNG WATER MAN ~ N = 3:: z 3:: c: 3::.., :~.... ~ :. :: : : ~. :... TRENCH BACKFLL SHALL BE PER CTY STD V 0'1 = 3:: z 3:: c: 3:: FURNSH &: NSTALL JONES J-1913 OR J-1941 BRONZE BALL VALVE WTH LEVER HANDLE, OR APPROVED EQUAL. 3" MN. PEA GRAVEL FURNSH AND NSTALL 1-1/2" OR 2" BRONZE ANGLE STOP JONES J-4205 OR APPROVED EQUAL. ~ t t~ FURNSH AND NSTALL 1-1/2" 1 JG- OR 2" TYPE "K" SOFT COPPER FURNSH AND NSTALL 1-1 /2" OR 2" BRONZE MP CORP. STOP JONES J-1943 WTH J-2607 BRONZE COMPRESSOR CONNECTON OR APPROVED EQUAL. ON ACP OR DP WATER MAN FURNSH AND NSTALL DOUBLE STRAP BRONZE SADDLE WTH P THREADS JONES J-979 OR APPROVED EQUAL. ON C-900 WATER MAN FURNSH AND NSTALL DOUBLE STRAP BRONZE SADDLE WTH P THREADS JONES J-969 OR APPROVED EQUAL. go COMPRESSON COUPLNG REQURED FOR 2" SERVCE

77 SEE NOTE 1 TUNNEL UNDER EXSTNG CURB AND GUTTER 2 THRUST BLOCK PER CTY STD PEA GRAVEL THCKNESS SECTON A-A, :,EXSTNG WATER t.4an~ T -----sei. NOTE THRUST BLOCK PER CTY STD FLANGED COUPLNG ADAPTER (TYP.) THRUST BLOCK PER CTY STD COMPOUND METER (TO PURCHASED FROM THE CONSTRUCTON NOlES: PLAN 1. FOR 3", 4" 8c 6" METER USE AMORCAST MODEL (A TAP 48MT) METER VAULT, FOR 8" METER USE AMORCAST MODEL (A TAP 48MT) METER VAULT. 2. VALVE, BOX 8c RSER PER CTY STD DUCTLE RON FLANGE x R.T. ADAPTER 4. FOR 3" 8c 4" METER USE 4" AWWA C-900 PVC, FOR 6" 8c 8" USE 8" AWWA C-900 PVC. 5. HOT TAP EXSTNG WATER MAN PER CTY STD A REVSONS CTY OF TUSllN DEPARTMENT OF PUBLC WORKS STD. ~DA~~~-----.~~~~nCN~ NP~D~ NO. 3, 4, e, AND a WATER SERVCE ~-jj t ~ EDTON...- TS-1003.DWG

78 CONSTRUCT 3' X 3' X 4" THCK PCC PAD AROUND HYDRANT. JAMES-JONES J-3700 BRONZE HYDRANT. WTH 6-5/8" BREAK AWAY S.S. BOLTS OR APPROVED EQUAL SEE NOTES 1 & 2 SEE VALVE, BOX AND RSER CTY STD ' " MN. 8" MAX. N" X 6" P.J.-P.J FLANGED TEE UNDSTURBED NATVE SOL 6" PVC C900 CL. 200 MN. LENGTH AS REQURED P.J. 6 HOLE FRE HYDRANT BURY, ASPHALT COATED OUTSDE AND CEMENT LNED NSDE. (LENGTH AS REQURED) 1:- 6" FLANGE-P.J., NON-RSNG STEM, RESLENT WEDGE, GATE VALVE PER CTY STD CONSTRUC110N NOTES (D ONE (1) SACK SLURRY BACKFLL UNDER EXSTNG CURB AND/OR GUTTER. THRUST BLOCKS AND ANCHORS SHALL BE PER CTY STD. 12" MN, 24" MAX LENGTH SNGLE SCORED HYDRANT SPOOL SCORE SHALL BE PLACED 2" MN. ABOVE SURFACE. NOTES 1. 4" OUTLET TO BE FACNG STREET. 2. PANT HYDRANT AND EXPOSED METAL SPOOL WTH TWO COATS OF SCHOOL BUS YELLOW "RUST -OLEUM" ENAMEL OR APPROVED EQUAL 3. TRENCH BACKFLL PER CTY STD FRE HYDRANT DETAL 2012 EDTON TS-1004.DWG

79 ACP, DP OR C-900 PVC MAN COUPLNG ~ NOTES: 1. VERFY EXSTNG PPE O.D. PROR TO ORDERNG AND/OR NSTALLNG TAPPNG SLEEVE. 2. WRAP METALLC PARTS WTH 8 ML POLYETHYLENE ENCASEMENT. ~--MUELLER H-304 S.S. TAPPNG SLEEVE OR APPROVED EQUAL (SZE AS REQURED) A L PLAN VALVE, BOX AND RSER DETAL PER CTY STD ~~r!] RESLENT WEDGE FLGD. GATE VALVE PER CTY STD (SZE AS REQURED) SECTON A-A REVSONS CTY OF 1\JSTN DEPARTMENT OF PUBLC WORKS STD. ~~~----~====~------~~~ ~NO. DAlE DESCAPnON APP'D TAPPNG SLEEVE AND GATE VALVE 8 FOR ACP, PVC AND DP 2012 EDTON..-- TS-1005.DWG

80 REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. t-o~~:-=je::"""t""--~descfw==11 ~10N~----,r-:'AP'P'=o-+---T-A-P-P-N-G-S-L-E-EVE--A-N-D-GA-TE--VA-L-VE NOCO. FOR STEEL PPE ---~~ t ~ EDTON.,... TS-1006.DWG

81 VALVE, BOX AND RSER DETAL PER CTY STD " THREADED SCHEDULE 80 PVC CAP (3-LAYER WRAP OF TEFLON TAPE) "'li" 3" 2" BRASS RSER' (THREADED EACH,J,...L..., END, HEGHT AS REQURED) THRUST BLOCK PER CTY STD " FLANGED, RESLENT WEDGE GATE VALVE PER CTY STD " X (SZE AS REQURED), FLANGED x P.J. DUCTLE RON REDUCER. WATER SERVCES SHALL BE KEPT A MN. OF 12" FROM REDUCER. BRASS 2" BRASS PPE (THREADED EACH END, LENGTH AS REQURED) 1.. 2"X4" DUCTLE RON ECCENTRC REDUCNG FLANGE 36" MN... ANCHOR BLOCK PER CTY STD REVSONS CTY OF luslln DEPARTMENT OF PUBLC WORKS STD. ~o~=~~----~~~~~~~----~nv~o~-=~-=~~~~~~~~ ;no. 2 BLOW-OFF ASSEMBLY 2012 EDTON t>... 0 TS-1007.DWG

82 n 2" BRONZE MP BALL---t( CORP. STOP WTH 2" SCHEDULE 80 PVC CAP l ~6" ~ MAX. ;-TEMPORARY SURFACE ~ 2" BRASS----t NPPLE r 6" THRUST BLOCK PER CTY STD \ ~-~,~-7 T!--~~~- _11.. ~ ~::..: 4.. l ~-.,..:~ ) _-ll,...:1 OR 8" X 2" DUCTLE RON CAP _ - - -;..- : ~:... A,."..:!:"...'-. \ ( lffi1>1:~l... ~ ; 2" go BRASS ELBOW!_TTT!_TTT TTT.!l.!...!.TTT.!..._ ~~~ ~ ~.,.1\_; 11' \_WATER MAN 2" BRASS PPE NPPLE DAlE REVSONS DESCFFTON APP'D CTY OF 1\JSTN DEPARTMENT OF PUBLC WORKS 810. NO. 2 lemporary BLOW-OFF co ~-j jj--~ ~ EDTON..-- TS-1008.DWG

83 VALVE, BOX AND-----~ RSER DETAL PER CTY STD " THREADED SCH. 80 PVC CAP (3 LAYER WRAP OF TEFLON TAPE) 3" OF 3/8" ROCK 4" DUCTLE RON PPE FLG X FLG 4" FLG X FLG 90" BEND 4" X SZE AS REQURED 4" FLANGED GATE VALVE FLANGED X PJ PER CTY STD RON REDUCER,.. 36" MN. L ANCHOR BLOCK PER CTY STD THRUST BLOCK PER CTY STD NOTES: 1. WRAP ALL METALLC PARTS WTH 8 ML POLYETHYLENE ENCASEMENT. 2. ALL BOLTS SHALL BE 316 STANLESS STEEL. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. ~0~~~~~----~~~~~~CN~----~NV~D~ ~ NO. 4 BLOW-OFF ASSEMBLY 2012 EDTON ~... 0 TS-1009.DWG

84 ~---VALVE, BOX AND RSER DETAL PER CTY STD " OF 3/8" ROCK 4" FLANGED, RESLENT WEDGE GATE VALVE PER CTY STD " DUCTLE RON PPE FLG X FLG 4" FLG X FLG go BEND THRUST BLOCK PER CTY STD " FLANGED GATE VALVE PER CTY STD " MN. ANCHOR BLOCK PER CTY STD " X SZE AS REQURED FLANGED X PJ DUCTLE RON REDUCER NOTES= 1. WRAP ALL METALC PARTS WTH 8 ML POLYETHYLENE ENCASEMENT. 2. ALL BOLTS SHALL BE 316 STANLESS STEEL. REVSONS CTY OF TUSTN DEPARTMENT OF PUBLC WORKS 810. ~o~n~~----~~~~~dn~----tanp~o1r no. 4 TEMPORARY BLOW-OFF 2012 EDTON TS-1010.DWG

85 FGURE 1- PARALLEL CONSTRUCTON CASE 1= NEW SEWER MAN CASE 2= NEW WATER MAN 9' ~ ~ SECTON ~ ~ SECTON SEE NOTES ON SHEETS 3 & 4 REVSONS CTY OF TUSTN DEPARTMENT OF PUBUC WORKS STD. ~D:-:f\:JE:""'T""---=:DESC==CRPT=ON::-:------,r-:APP'D=~ NO. WATER MAN DESGN CRTERA... ~--~ ~~--~~ ~ EDTON... S-EET1a=4 TS-1011A.DWG

86 FGURE 2 - CROSSNG CASE 1= NEW SEWER MAN l_ ZONE "C" NO JONTS N SEWER ~AN 4" ZONE "p" - PROHBTED T~ 6' 4' ~AT~ 4' 6' _L ~A~ ZONE "P" - 4" PROHBTED ZONE "D" SPECAL PPE NO JONTS N SEWER ~AN SECTON CASE 2: NEW WATER MAN,-- l_ ZONE "D" NO JONTS N WATER ~AN 4" ZONE "p" - PROHBTED T1 8' {Ew~ 8' l 2' ~A!}' 2' 4" ZONE "p" - PROHBTED T ZONE "C" SPECAL WATER PPE (NO JONTS N WATER ~AN) 1 -- SECTON SEE NOTES ON SHEETS 3 & 4 REVSONS CTY OF TUSTN DEPARTMENT OF PUBUC WORKS STD. DAlE DE8CRPT10N APP'D NO. WA lea MAN DESGN CRilERA EDTON 5... EEET20F4 TS-1011B.DWG

87 NOTES= 1. DMENSONS ARE FROM OUTSDE OF WATER MAN TO OUTSDE OF SEWER. ALL CROSSNGS SHALL BE AT 90 DEGREES WHERE POSSBLE. 2. ZONES DENTCAL ON ETHER SDE OF CENTER LNES. 3. ZONE "p" S A PROHBTED ZONE. SECTON (e) (2) CALFORNA CODE OF REGULATONS, TTLE 22 (CURRENT); OR SECTON (a) CALFORNA CODE OF REGULATONS, TTLE (PROPOSED). 4. SEWER OR WATER MANS THAT ARE 24" OR LARGER N DAMETER, HOUSE LATERALS ABOVE PRESSURED WATER MANS AND SEWERS WTHN 25' OF LOW HEAD WATER MANS SHALL BE REVEWED AND APPROVED BY THE DEPARTMENT OF PUBLC HEALTH. 5. MNMUM SEPARATON SHALL BE 1 0' HORZONTALLY AND 1' VERTCALLY ABOVE SEWER MAN. N EXCEPTONAL STUATONS, WHERE SEPARATON S NOT FEASBLE, THE ABOVE SPECAL CONSTRUCTON PROVSONS SHALL BE MADE. 6. WATER MANS AND SEWER MANS SHALL NOT BE NSTALLED N A COMMON TRENCH. WATER SERVCE LATERALS AND SEWER LATERALS SHALL HAVE A 5' MN. SEPARATON. 7. THE DESGN AND NSTALLATON OF SEWER FORCE MANS REQURE CTY REVEW AND APPROVAL. 8. REF. SOURCE: CRTERA FOR THE SEPARATON OF WATER MANS AND SANTARY SEWER, THE STATE OF CALFORNA DEPARTMENT OF PUBLC HEALTH; AS LAST REVSED. 9. F CONFLCT BETWEEN THS STANDARD AND THE STATE OF CALFORNA DEPARTMENT OF PUBLC HEALTH EXSTS, THE CALFORNA DEPARTMENT OF PUBLC HEALTH WLL CONTROL. 10. SEPARATON CRTERA ALSO APPLES TO HOUSE LATERALS ABOVE PRESSURE WATER MANS. DAlE REVSONS DE8CRPT10N NOTES CONTNUED ON SHEET 4 APP'D CTY OF TUSTN DEPARTMENT OF PUBUC WORKS STD. NO. WA lea MAN DESGN CRilERA... t---~ t ~ C EDTON... EEET30F4 TS-1011C.DWG

88 CASE 1- NEW SEWER MAN- EXSTNG WATER MAN (FGURES 1 AND 2) ZONE "A" SEWER LNES SHALL NOT BE PER~TTED N THS ZONE WTHOUT SPECAL PER~SSON FRO~ THE STATE OF CALFORNA DEPART~ENT OF PUBLC HEALTH. "B" EXTRA-STRENGTH VTRFED CLAY PPE OR DUCTLE RON PPE WTH CO~PRESSON JONTS, SPRALLY RENFORCED HOPE PPE WTH GASKETED JONTS, OR PVC SEWER PPE WTH PUSH-ON TYPE RUBBER RNG JONTS FOR SEWER LNES. "C" A CONTNUOUS SECTON OF DUCTLE RON PPE WTH HOT DP BTU~NUS COATNG (SEWER ~AN SHALL HAVE NO JONTS WTHN 10 FEET FRO~ ETHER SDE OF THE WATER ~AN) OR SEWER PPE WTHN A CONTNUOUS SLEEVE, OR ANY SEWER PPE N A 1 4" THCK CONTNUOUS STEEL CASNG WTH ANNULAR SPACE PRESSURE GROUTED FOR SEWER LNES. "D" DUCTLE RON PPE WTH HOT DP BTU~NUS COATNG AND ~ECHANCAL JONTS (THE SEWER ~AN SHALL HAVE NO JONTS WTHN 4 FEET FRO~ ETHER SDE OF THE WATER ~AN), OR SEWER PPE WTHN A CONTNUOUS SLEEVE. ANY SEWER PPE N A 1 4" THCK CONTNUOUS STEEL CASNG WTH ANNULAR SPACE PRESSURE GROUTED ON ANY SEWER PPE SEPARATED BY A 1 O'x1 O'x4" THCK RENFORCED CONCRETE SLAB. "p" SEWER LNES SHALL NOT BE PER~TTED N THS ZONE. CASE - NEW WATER MAN- EXSTNG SEWER MAN (FGURES 1 AND 2) ZONE "A" NO WATER ~ANS PARALLEL TO SEWER ~ANS SHALL BE CONSTRUCTED WTHOUT PROR WRTTEN APPROVAL FRO~ THE DEPART~ENT OF PUBLC HEALTH. "B" F THE SEWER ~AN PARALLELNG THE WATER ~AN DOES NOT ~EET THE CASE ZONE B REQURE~ENTS, THE WATER ~AN SHALL BE DUCTLE RON PPE WTH HOT DP BTU~NOUS COATNG, C~Cc!cL ~" THCK WELDED STEEL PPE OR CLASS 200 PRESSURE RATED PVC WATER PPE. "C" F THE SEWER ~AN CROSSNG ABOVE THE WATER ~AN DOES NOT ~EET THE CASE ZONE C REQURE~ENTS, THE WATER ~AN SHOULD HAVE NO JONTS WTHN TEN FEET FRO~ ETHER SDE OF THE WATER ~AN (N ZONE C) AND BE CONSTRUCTED OF ONE OF THE FOLLOWNG: 1. DUCTLE RON PPE WTH HOT DP BTU~NOUS COATNG 2. C~Cc!cL ~" THCK WELDED STEEL PPE 3. CLASS 200 PRESSURE RATED PVC WATER PPE "D" F THE SEWER ~AN CROSSNG BELOW THE WATER ~AN DOES NOT ~EET THE REQURE~ENTS FOR CASE 1 ZONE D, THE WATER ~AN SHOULD HAVE NO JONTS WTHN EGHT FEET FRO~ ETHER SDE OF THE SEWER ~AN (N ZONE D) AND SHOULD BE CONSTRUCTED AS N ZONE C. "p" WATER ~ANS THS ZONE. SHALL NOT BE CONSTRUCTED WHEN A SEWER LNE EXSTS WTHN DAlE REVSONS DE8CRPT10N NOTES CONTNUED FRO~ SHEET 3 APP'D CTY OF TUSTN DEPARTMENT OF PUBUC WORKS STD. NO. WA lea MAN DESGN CRilERA... t---~ t ~ C EDTON... EEET40F4 TS-1011D.DWG