The URL can be used to link to this page

RES 1308RESOLUTION NO.1308 A RESOLUTION adopting revisions to the “Design Standard Manual”,which sets forth engineering standards for streets,curbs, gutters,sanitary sewers,storm water disposal,water,landscaping, and other infrastructure associated with the subdivision,short platting,or development of land. WHEREAS,the Community Development Department has prepared revisions to the document entitled “Design Standard Manual”,as adopted by Resolution No.948 and revised by Resolution No.1071,which sets forth standards and design criteria for streets,curbs,gutters, sanitary sewers,storm water disposal,water,landscaping,and other infrastructure associated with the subdivision,short platting,or other development of land,and WHEREAS,the Council has reviewed the proposed revisions and desires to formally adopt said revisions to these standards for the development of land within the City of Camas,and to further allow revisions to be made from time to time to the "Design Standard Manual "under the direction of the City Engineer and in accordance with the Camas Municipal Code, NOW,THEREFORE,BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAMAS AS FOLLOWS : Section I The Council hereby adopts the revisions to the document entitled “Design Standard Manual”as the standards and design criteria for streets,curbs,gutters,sanitary sewers,storm water disposal,water,landscaping,and other infrastructure associated with the subdivision,short platting,or other development of land within the City of Camas,and allows further revisions from time to time as deemed necessary by the City Engineer in accordance with the Camas Municipal Code. off Camas,this day ofADOPTEDataregularmeetingoftheCounciloftheCi October,2014. SIGNED: Mayor tWret-ATTEST: Clerk APPROVED as to form: City Atto WASHINGTON DESIGN STANDARD MANUAL Phone:(360)834-6864 Fax :(360)834-1535 City of Camas 616 NE Fourth Avenue P .O .Box 1055 Camas,WA 98607 www.citvofcamas.us Creation Date:10/28/02 Revision Date:10/20/14 (Partial) WASHINGTON Design Standard Manual City of Camas Index Support Documentation Transportation Impact Study and Neighborhood Traffic Management Guidelines Miscellaneous Reports /Studies II.Engineering Design and Submittal Requirements Standard Engineering Details •General Engineering Details and Notes •Erosion Control /Grading Details •Street Details •Storm Details •Sewer Details S .T .E .F.Sewer Details S .T.E.P .Sewer Details o Gravity Sewer Details •Water Details o o Streetscape Design Standards .•Public Works Facilities Landscape Standards •Plant Materials for City Rights-of-Way •Streetscape Standards o Sidewalk Details (Gateway) o Fence Details o Irrigation Details IV . Creation Date :10/28 /02 Revision Date:10/21/14 WASHINGTON Transportation Impact Study and Neighborhood Traffic Management Guidelines City of Camas 616 NE Fourth Avenue P .O .Box 1055 Camas ,WA 98607 www.citvofcamas .us Phone :(360)834-6864 Fax:(360)834-1535 Creation Date:10/28 /02 Revision Date :10 /21/14 (Partial) WASHINGTON Transportation Impact Study Guidelines City of Camas PURPOSE A Transportation Impact Study documents the adequacy of the transportation system to serve a proposed development and the expected impacts of the proposal on the surrounding transportation system.This review is in conformance with the Growth Management Act concerning requirements and provides the City a standard set of information for assessing land use changes in Camas.The transportation impact study guidelines are used by the City of Camas to establish uniform guidelines for conducting transportation impact studies for proposed development activities,whether new or existing , which require access or modification of access to the City’s street system.These guidelines are used to ensure consistent and proper traffic planning and engineering practices in conjunction with land use actions being considered in the City. PROCESS A transportation impact study will be required when a proposed development generates 200 vehicles per day (vpd)or more.For developments generating under 200 vpd,a transportation impact report may be required for conditions such as non-single family development in single family residential areas ,developments impacting known safety problems ,or other situations where a study is deemed necessary by the City.In these cases ,the City Engineer will decide if a transportation impact study is required . Trip generation for proposed development: 200 vpd or more -transportation impact study required . 199 vpd or less -transportation impact study may be required. STANDARD POLICY ISSUES 1.Half-street improvements required on all frontages.This shall include 5-foot sidewalk ,6-inch curb and gutter,saw cut at existing and full street section 20-foot width,and storm drainage. Left turn storage lanes are required on all arterial and collector streets . All lots shall be provided full street access at the time of development .If directed by the City,a minimum of 24-foot half street shall be provided for streets centered on property lines. 2 . 3 . 4 .Direct lot access to collector and arterial level streets is subject to approval by the City of Camas and is discouraged where reasonable alternatives exist. FILE:R:\ENG PWORKS\DETAILS REVISED:10/21/14 TRANSPORTATION IMPACT STUDY REQUIREMENTS The preparer of the transportation impact study shall contact the Public Works Director to discuss study area limits (including the number of intersections to be analyzed,and key project issues)for their specific project prior to beginning the study.The preparing engineer is responsible to define key study variables with the City prior to completing work.A site plan indicating proposed access locations ,development size,number of parking stalls and on-site circulation must be provided by the developer before beginning the transportation impact study.The transportation impact report shall be prepared under the supervision of a Registered Civil Engineer in the State of Washington with a traffic engineering background. Studies that do not address the guidelines adequately shall be returned to the engineer for modification.The attached checklist will be used for review by City Staff in accepting transportation studies for public review. Peak hour traffic counts will be conducted at study area intersections.Intersections of arterials or collectors should be considered in determining study intersections (use of AM, mid-day,PM or weekend peak hour will depend on proposed use1 .Existing traffic counts may be utilized provided they were conducted within the previous 12 months .A 24-hour traffic count and speed survey will be conducted near proposed project site points .If two project access points are located on the same roadway,and are within 2,000 feet ,then one ADT/speed survey on the subject roadway will be required .Accident data at all study area intersections covering the most current three years should be obtained2 and summarized in table format in the final report. The following is a list of the minimum information required when conducting a transportation impact study in the City of Camas : Executive Study with recap of the following: A project description including site location map and characteristics as well as all existing and proposed land uses for the site. 1 . 2 .A study area description including description of roadway (roadway classification , posted speed ,ADT volumes ,number of lanes,traffic control,width of road , pedestrian/bicycle facilities),transit stops and service,parking conditions ,existing geometric deficiencies ,accident data at study area intersections3,and other pertinent features.Planned roadway improvements identified in the City’s Comprehensive Plan or in the Washington State Department of Transportation Capital Construction Program should be identified.A figure showing the study area as well as a figure showing existing AM and PM peak hour intersection turn movement volumes should be provided. For example,residential and employment uses (office ,warehouse,manufacturing and industrial)will consider MA and PM periods,schools will consider AM and afternoon periods ,retail will consider PM and mid-day (for retail projects over 70,000 sf -access issues of driveway turn land storage for site and adjacent intersections will be reviewed on Saturdays. As a minimum,the analysis shall analyze the period of greatest traffic for adjacent study intersections and determine the period of greatest trip generation for the project.5 Accident data shall be obtained from WSDOT,Traffic Office,SW Regional Traffic Engineer.3 An average of 2 accidents per year over the most recent 3 years at a particular intersection shall mandate further study of the intersection. FILE:R :\ENG PWORKS\DETAILS REVISED:10/21/14 3 .Intersection level of service should be determined for study area intersections for the peak hours using the latest revision of the Highway Capacity Manual4 . 4 .Project-related trip analysis should include expected trip generation ,trip distribution,and trip assignment.A table should be provided identifying the type and size of each proposed land use,daily and peak hour (AM and PM)vehicle trip rates5 and the total number of daily and peak (AM and PM)vehicle trips .A figure showing Project Trip Distribution (in percentages)should be provided . An evaluation of the project site plan should include site access locations,vehicle queue storage,left turn/right turn lane needs ,pedestrian circulation and conflicts , parking,existing deficiencies ,and efficiency of proposed vehicular circulation/facilities ,and recommendations for on-site channelization and traffic controls . 5 . An evaluation of project impacts on roadway operating conditions to include:6 . An analysis of level of service and volume/capacity at study area intersections and project access points .Intersection analysis should be conducted for the following scenarios: a . Existing Plus Project on existing roadways . Existing Plus Project Plus Approved (traffic from projects which have been approved by the City but not constructed)on the existing roadways plus any roadway that has secure funding for construction within two years . Future Year or End Year Comprehensive Plan Plus Project on the same roadway networks as noted above Mitigated Future Year,if needed . Figures showing AM and PM peak hour traffic volumes used in each analysis described above should be included .The level of service results for study area intersections and access points should be shown in a table with the level of service calculation sheets provided in the appendix of the report.Approved projects should be those projects approved by the City yet not constructed . The City should provide a listing of approved projects . b .Operational analysis should include turning conflicts and queue spill-back locations ,which may adversely affect adjacent intersections or driveways. Turn lane warrants should be evaluated for project access points and all unsignalized study area intersections. A discussion of traffic safety impacts .c . 4 Highway Capacity Manual,Special Report 209,Transportation Research Board,latest revision.5 Based upon Trip Generation,Institute of Transportation Engineers most current edition or actual similar site surveys/counts. FILE:R :\ENG PWORKS\DETAILS REVISED:10/21/14 Signal warrant analysis and four-way stop analysis based on the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD)should be conducted at study area unsignalized intersections . Left turn lane requirements for different scenarios should utilize A Policy on Geometric Design of Highways and Streets ,(AASHTO)1990,page 791 .If storage lanes are required,the study will include the length of the storage lane needed and its storage capacity.Provision of turn lanes will be consistent with policy for arterial and collector streets . Project access should be evaluated including sight distance requirements based on AASHTO,page 762. Access spacing to adjacent driveways /public streets (including both sides of the street)shall be documented. Pedestrian and Bicycle safety issues .The study should address the safety of pedestrians leaving and entering the site.For residential projects it should address provision of a safe walking environment for students leaving the site and traveling to the nearest Elementary and Middle/Junior High Schools ,or to the nearest school bus stop (s) serving these and High Schools .The study will also address when and where the school bus stop is provided .The school district shall be contacted to discuss locations for bus pullouts6.Safe pedestrian and bicycle access to the nearest transit stop (if within 34 mile of the project site)should be addressed . Bicycle access for the site should be identified indicating the closest bicycle lane (existing or comprehensive plan)and their status in terms of connectivity within the City. The transit accessibility of the project shall be described and evaluated. Planned transit system changes/modifications shall be documented including bus stop locations7 . 7.Mitigation measures for site access and transportation system improvements. The location,nature,and extent of all project specific and area-wide mitigation measures should be described to achieve acceptable operating conditions for both the short-term and long-term analysis years should be identified .The level of service and impacts associated with these improvements should be identified. Transportation demand management programs (as required by county and state) should be outlined for the project. g Contact Camas School District Maintenance and Transportation Department Director .7 Contact C-Tran Planning Department Planner. FILE:R:\ENG PWORKSVDETAILS REVISED:10/21/14 METHODOLOGY Trip Generation Analysis -Trip generation should be determined using the current edition of Trip Generation,Institute of Transportation Engineers,unless more appropriate local data is available.If trip generation rates other than those given by ITE are used they must be approved by the City Engineer. On zone change and conditional use cases ,a comparison table between trip rates for proposed use and uses permitted under the current zoning should be provided . Trip Distribution and Assignment -Traffic generated from the development should be logically distributed and assigned at the access point(s)and study area intersections .The traffic distribution should be based on recently collected traffic data,the surrounding land use pattern census data and/or available travel demand model information.All assumptions and data sources used to determine trip distribution and assignment should be documented in the report,including a figure showing distribution percentages . Capacity Analysis -Capacity analysis procedures provided in the 1994 Highway Capacity Manual (or updated version)must be used .A table showing the results of the level of service analysis (volume-to -capacity ratio ,LOS ,average delay)for each scenario should be presented . Design Standards -The city comprehensive plan indicates the widths (number of lanes) for streets in Camas .These widths should not be exceeded .A minimum level of service of C on minor and local streets ,and D on collector/arterials or better should be maintained for traffic operations .Site related traffic which contributes to traffic levels exceeding the level of service D indicates the need for roadway improvements or mitigation measures to be included in the recommendations .Mitigation requiring street widths beyond those identified in the comprehensive plan will require City approval.New streets outlined in the comprehensive plan should be discussed,indicating project needs for new streets and when they will be built.If a project would be served by a future comprehensive plan roadway ,it should be discussed. FILE:R:\ENG PWORKS\DETAILS REVISED :10/21/14 REPORT OUTLINE The transportation impact report should include the following sections: Executive Summary Introduction and Summary.Include trip generation,summary of transportation operation and mitigation. Existing Conditions.This section should include a study area description and existing study area level of service. Impacts.This section should include a brief review of the site plan including a site plan layout,project related trip analysis ,and an evaluation of the project site plan.A figure showing the assumed Future Year roadway network (number and type of lanes at each intersection)should be provided . Mitigation.Project specific and area-wide specific mitigation measures should be recommended. FILE:R :\ENG PWORKSXDETAILS REVISED :10/21/14 WASHINGTON Transportation Impact Study Guideline Technical Completeness Checklist City of Camas Project Name: City Reference Code: TRAFFIC REQUIREMENT Traffic generated greater than 200 vehicles per day Study Required Comment: Yes Yes No Date:No BACKGROUND INFORMATION Washington PE Stamp and SignatureDYesDNo Yes D No INTRODUCTION AND SUMMARY EXISTING CONDITIONS Roadway Network -summary of roadway classifications and description of study area Analysis Period Correct (AM,Mid-day,PM and/or Saturday) Existing Traffic Operations (Existing Level of Service,traffic volumes ,speeds,accident data,etc.) Yes Yes Yes No No No IMPACTS Trip Generation -Daily ,peak hour trips generated by site development:ITE Trip Generation Manual/Survey Trip Distribution Level of Service Analysis -projected LOS with site build out,existing traffic,and background traffic growth (Identify existing and projected LOS deficiencies) Signal Warrant Analysis Turn Lane Warrant Analysis Analysis of sight distance at frontage road access point(s) Identify safe route to school or school bus stop (contact with school district) Analysis of safe pedestrian/bicycle access to nearest transit stop (if within 14 mile of project site) Identify accessibility to public transit Neighborhood Traffic Management -On and Off Site Yes Yes Yes No No No Yes Yes Yes Yes Yes Yes Yes No No No No No No No MITIGATION Identify need for right/left turn lanes,storage capacity and length Identify possible corrections of any LOS deficiencies Identify any access deficiencies (including pedestrian/bicycle connections) Neighborhood Traffic Management -On and Off Site Yes Yes Yes Yes No No No No FIGURES Vicinity Map Site Plan Existing peak hour turn movement volumes (counts conducted within previous 12 months) Trip Distribution (%)including Added Project Peak Hour Traffic Volumes (see sample) Project Completion Year Peak Hour Traffic Volumes (see sample) Comprehensive Plan Future Year turn movement volumes Programmed transportation improvements and transportation mitigation outlined in study Yes Yes Yes Yes Yes Yes Yes No No No No No No No TABLES Intersection Performance Existing Conditions Project Trip Generation Intersection Level of Service Yes No Yes Yes No No OTHER Technical appendix -sufficient material to convey complete understanding of traffic issues (e.g .,HCM analyses,trip generation calculations,signal warrant analyses ,turn lane warrant analyses ,etc.) CH Yes No Completed By:Date: FILE:R:\ENG PWORKS\DETAILS REVISED :10/21/14 Land Use Review Process Guidelines Including Neighborhood Traffic Management City of Camas The most opportune time to address neighborhood needs is at the point of development (when the streets are built).Whether it is a residential subdivision,commercial development or a transportation project,incorporating of Neighborhood Traffic Management1 (NTM)elements into the design,development,and mitigation of the off-site impacts of a project assures that the inventory of neighborhood problems does not grow. To best address this through policy,a two tiered approach is recommended.The first tier is aimed at new residential development planning and the second tier is focused on mitigating impacts of new land use or transportation development.If in either case it is desired to consider a NTM measure that is not part of the tool box,the applicant (using a registered professional engineer)will be required to provide and certify the appropriate performance and design standards . Tier 1:Design of New Residential Street System.Any new streets built with development should incorporate NTM in design.An additional level of analysis should be added into the Traffic Impact Analysis guidelines for proposed projects.A map should be prepared that identifies all nearby streets (especially category “C”streets)that the proposed land use action may create or impact.On all projects ,any internal street reaching the threshold of 700 vehicles per day will enter the NTM process at Step 6 and demonstrate how speed and volume will be kept at 25 mile per hour to the satisfaction of the Department of Public Works prior to approval.In project review,this criteria will be evaluated and if adequate measures are not identified,staff can request that the site plan be modified to reflect the future neighborhood needs for NTM measures. Tier 2:Mitigating the Impact of New Development.All new major land developments will be required to provide information in their Traffic Impact Analysis (TIA)that identifies the potential impact on neighborhoods or local streets .This goes beyond the capacity analysis that is conducted presently.A section would be added to the TIA that assesses the impact of a land use or transportation project on neighborhood routes or local streets (all nearby category “C”streets).The TIA should identify if the project adds more than 25 vehicles per hour (two way -AM,PM and/or retail peak hours)to a street and the street volume is projected to be larger than 700 vehicles per day.An estimate will be made of the potential (in the future at build-out of nearby lands)for a neighborhood or local street to exceed 700 vehicles per day.Determination of potential streets for consideration for each project should be reviewed with city staff prior to submitting the TIA. The Neighborhood Traffic Management Plan in its entirety is available on request or visit our website at www.ci.camas.wa.us. FILE:J:\GIS\ENGINEER\CAD\DETAILS \2007 DETAILSVDESIGN STANDARDS REVISED:9/18/07 If a project exceeds this threshold ,they will be required to enter the NTM process at the end of step 4 (Prioritization ).At this point ,the developer will have the option of working with the public and continuing through the NTM process or providing a cash contribution, equivalent to the applicant’s fair share impacts ,to the NTM program to be used as the impact neighborhood sees fit to mitigate impacts.The cash contribution shall be a minimum of $25,000 (or greater if determined by City Staff)to address measures implemented by the City.Working with the public in Step 5,the project team (which may include the developer or their representative)will determine the appropriate NTM measures to mitigate the project impacts.Following completion of Steps 5,6,and 7 the City shall refund any remaining funds to the developer. Standards for NTM Implementing NTM measures can impact several stakeholders that use public streets - from utilities to garbage companies,delivery companies to school buses,from emergency services to maintenance,from the postal service to the school district.The needs of all the stakeholders should be considered in any NTM measure.To best address the input of key stakeholders,it is recommended that a series of design standards be developed,reviewed and approved for inclusion in the City of Camas Street Design Standards .This process will allow critical input and review by the stakeholders at one point,rather than having to seek each stakeholders input for each NTM project that is contemplated. The benefit of developing design standards is that NTM can be uniformly applied in Camas .The standardization of NTM elements also helps keep the costs down.Most importantly,by going through a process of adopting the design standards with stakeholder input,the potential liability to the City is significantly reduced. The development of standards can build off experience in Washington and Oregon with NTM and throughout the United States in tailoring a set of standards that meet Camas’s needs.As long as the standard of design are adhered to,the stakeholders can be assured of the character and nature of what may impact the street related to their operational needs. The Manual of Uniform Traffic Control Devices (MUTCD )provides a reference for most traffic signing and striping needs.While MUTCD does not address many of the NTM measures outlined in the tool box,many other cities,and Camas itself,have working design experience with many of the measures .The following standards should be developed for the City of Camas.In some cases ,samples from other cities are attached for reference. Speed Humps (City of Portland has the most recognized standards in the area - also need spacing criteria ) Circle Medians Street Width (several cities in the Vancouver-Portland region have extensive experience with 28 and 32 foot streets) FILE:J:\GIS\ENGINEER\CAD\DETAILS\2007 DETAILS\DESIGN STANDARDS REVISED:9/18/07 Street Curvature (possibly 50 foot radius,reversing curves for curvilinear) Chicane Curb Extensions Pavement Texture Other Issues During the development of the NTM plan,the issue of photo enforcement or automated enforcement was raised.These measures have been used in communities (Vancouver, Portland,and Beaverton are examples )to address speeding in neighborhood areas and school zones.Elsewhere in the United States,automated enforcement is being used to address red light running of traffic signals and violating at-grade railroad crossing controls. In Europe,the use of the speed-reader board trailers has developed into permanent speed reader signs in critical locations.These measures would need legislative action for implementation in Camas and may be considered in the future to be included in the NTM Tool Box should the necessary legislative issues be adequately address such that judges will support its appropriate use. REVISED:9/18/07FILE:J:\GIS\ENGINEER\CAD\DETAILS\2007 DETAILS\DESIGN STANDARDS SAMPLE NTM MEASURES FILE:J:\GIS\ENGINEER\CAD\DETAILS\2007 DETAILS\DESIGN STANDARDS REVISED:9/18/07 LL _ Sample Neighborhood Traffic Management Measures Wliat does it do'.Measure How itilleh does it cost?Sample Wliat is it? Channelization or curb extension that realign the straight path of a street, deflection straight vehicle movement. Speed reduction (3 -4 MPH) Low volume reduction and diversion $3,000 to $20,000Chicane A roadway narrowing.This could be a curb extension at an intersection (also called bulb outs,neckdowns and throating)to reduce the roadway width at a selected location. Speed reduction (3.3 MPH) Moderate volume reduction and diversion Choker (curb extension)$5,000 to $15,000 DKS AssociatesCamasNeighborhoodTrafficManagementPlanPage1 iLL •.i .. _,—i-»-——• Sample Neighborhood Traffic Management Measures Measure What does it do?What is it?Sample Mow much does it cost? Choker (median)A roadway narrowing -With a median,the narrowing of the roadway comes from placing an island in the middle of the road.Some cities have used large raised pavement markers on the centerline at intersections to reduce speed of turning traffic.Medians can also be used for pedestrian refuge and/or access control to restrict turning movements.. For access control it is important that medians are long enough to effectively create right-in/right-out restriction. Speed reduction (3.3 MPH) Moderate volume reduction and diversion $3,000 to S10,000 Choker (pinch point)A roadway narrowing .Curb lines are extended into the street area (usually landscaped islands or pedestrian extensions)to narrow the roadway. Speed reduction (3.3 MPH) Moderate volume reduction and diversion $5,000 to $15,000 Hr Camas Neighborhood Traffic Management Plan DKS AssociatesPage2 L I Sample Neighborhood Traffic Management Measures Whitt is it?What dues it do?I low much does it cost ?SampleMeasure A round island in the middle of an intersection Speed reduction (5.7 MPH), Low volume reduction and diversion $5,000 to $15,000Circles <S> i Similar to a chicane but over a longer distance or segment of street Typically reversing curves designed to 25 MPH speed.Still provides direct connectivity with little out of direction travel. Speed reduction (similar to chicane ) Low volume reduction Curvelinear Generally designed into original plans.:H IT-/rsr - Channelization or islands that restricts movements at an intersection.Typically, allows right turns,not through traffic.There are full and partial diverters depending upon the number of movements restricted or diverted at an intersection. Diverters Minor speed reduction (0.4 MPH) High volume reduction,high diversion impact $3,000 to $15,000wm.<5 / ftv.-A 7 /-tiSmm <a/"Tvi Mm ^V,mm/m v>wmtJ Camas Neighborhood Traffic Management Plan Page 3 DKS Associates T—— L Li i —L_C ....... Sample Neighborhood Traffic Management Measures W hat is it?How much does it cost?Measure W hat does it do .1Sample Enforcement (selective)Police issuing tickets to vehicles violating speed zones.Can be effectively combined with other NTM elements such as education, public awareness,speed trailer and signs/banners. Minor speed reduction documented (2 MPH) Redirects enforcement resources from other policing activities Speed reduction (limited data) Use of photo or video enforcement to ticket violators of speed zones. Also red light running photo enforcement is being developed.Requires legislative change. Revenue from tickets can pay for system (depending upon fund allocation).Portland’s system does not pay for itself. Enforcement (automated) $2,000 to $50,000/yearProvidingtrainingindrivers education,courses for ticketed drivers,mailings (handouts/flyers),public service advertisements Education No data on results Enhance Arterial and Collector Performance/ Providing adequate capacity, spacing and connectivity for Speed reduction can be moderate -mostly due to Street Improvements are VERY expensive Camas Neighborhood Traffic Management Plan DKS AssociatesPage4 1 1 Sample Neighborhood Traffic Management Measures Measure What is it?What does it do?Sample How much does it cost? arterials and collectors allow longer trips to stay on these facilities and not on neighborhood routes. Coordinated traffic signals can also be effective in keeping through traffic on arterials.In some cases, coordinated signal timing can reduce the amount of green signal time given to side streets.While this can be viewed as an impact to some, it can deter cut through traffic. removing faster traveling through moving traffic from neighborhood routes. Coordinate Signal Timing Typically not considered NTM projects Can significantly reduce volume where congestion exists. Generally use of landscaping and architectural elements at the roadway entrance to a neighborhood.Can include curb extensions and pavement texturing. Entry Treatments Similar to chokers $5,000 to $25,000 Raising of pavement surface about 3”over about 10 to 20 Speed reduction (7 MPH) Low volume reduction or Humps $3,000 to $5,000 Camas Neighborhood Traffic Management Plan DKS AssociatesPage5 L1 :.-~I—: Sample Neighborhood Traffic Management Measures What is it?What does it do?Measure How much does it cost ?Sample feet (an undulation).Similar to this measure are speed tables,raised pedestrian crossings and raised intersections. diversion Intersection Realignments/ Route Modification Takes a standard 3 or 4 leg intersection and skews it to deflect traffic while maintaining safe design characteristics.Modify a route to make it less direct. Similar to Circles $4,000 to $20,000 One Way Streets Takes the entry to a neighborhood area and makes the access road one way (typically out).Similar in some respects to a diverter. Can be used in connection with entry treatments. Speed reduction (no data) Significant volume reduction and diversion $5,000 to $30,000 JF Instead of smooth pavement Limited speed reductionPavementTexture Camas Neighborhood Traffic Management Plan Page 6 DKS Associates I L _i Sample Neighborhood Traffic Management Measures What does it do'.’Measure Sample How much does it cost?What is it? surface,create roughness by using raised markers,pavers, colored concrete with patterns.Can be used to emphasize pedestrian crossing location. Sometimes paint is used to create channelization or narrowing. Limited volume change Increases driver awareness of changed conditions (entering a neighborhood or pedestrian zone ). $1,000 to $15,000PavementMarkings Speed reduction Limited volume reduction. Many streets less than 32’do not allow parking on one or both sides.By allowing parking,the traveled way is narrowed.Speeds must be slow for safe sight distance. $0 -$1,000ParkingOn-street near1\ Use signs to limit vehicle movements during key times (typically school times or peak hours).Can be turn restriction,truck restrictions, through traffic restrictions, etc...Very difficult and expensive to enforce and can have high violation rates. Moderate speed reduction (if through traffic removed) Moderate volume reduction (if restrictions enforced). Part Time Restrictions $500 -$5000 (PTR) 7 AM -9 AM4PM-6 PM MON -mi Campaigns typically Speed reduction (limited $1,000 to $30,000 per yearPublicAwareness/Traffic DKS AssociatesPage7CamasNeighborhoodTrafficManagementPlan L i •—-i i Sample Neighborhood Traffic Management Measures Measure W hat is it'.1 What does it do?Sample How much does it cost? organized by agency to involve neighbors.Speed watch can include neighbors using a radar speed measuring device to identify speeders who receive a standard letter.Public awareness can include education activities,but also banners,newsletters,yard signs,web page material, neighborhood organization activities,etc... data )Watch Road Closure Uses islands or barricades to close the end of a street. Creates a cul-de-sac for vehicles,pedestrians and bicycles can go through. Contrary to emphasis on connectivity. Speed reduction limited to site of closure. Significant volume reduction and diversion. $2,000 -$15,000 A European concept where there are no curbs in the roadway right-of-way.The Speed reduction Significant volume reduction and diversion. $10,000 -$50,000SharedSpace Camas Neighborhood Traffic Management Plan DKS AssociatesPage8 L L-' Sample Neighborhood Traffic Management Measures What is it?What does it do?How much does it cost?Measure Sample road area is share among various users,using bollards, chokers and landscape elements to help define vehicle areas. Limited speed reduction Significant volume reduction if done area wide Typically part of original design and plans. Shorter blocks create more streets with traffic distributed over more streets.The intersections created may require stop signs where warranted. Short Block Spacing 11nn][n11111111 Speed reduction,however, the effectiveness (if any) diminishes (no data substantiating a benefit ) $50 -$500Inthepast“Slow Children” signs have been used.Yard signs have more recently been used (typically used as part of a public awareness or education program.Possible yard sign idea could include progressing signs that say 1) Did you Know ,2)That your Neighbors think,3)You drive TOO FAST. Signs A European device similar to a speed hump,but narrower Speed reduction Little volume reduction $1,500 -$3,000SpeedCushions DKS AssociatesCamasNeighborhoodTrafficManagementPlanPage9 i,t_ Sample Neighborhood Traffic Management Measures \Miiit is if ?Measure Mow much docs it cost?Sample What does it do? to allow buses or emergency vehicles with larger wheel bases to pass over without impact. Speed Trailer A trailer unit with a reader board that indicates the approaching vehicle speeds. Portable and can be moved from site to site.Can be reinforced with actual police enforcement on a selective basis. Speed reduction (4.2 MPH) however,reduction occurs only when trailer is present. No volume reduction. $10,000 -$25,000 +laborSPEEDLIMIT25 [YOUR SPEED I dspoliceir* Camas Neighborhood Traffic Management Plan Page 10 DKS Associates L Lu_ i Sample Neighborhood Traffic M anagement Measures Measure What is it?What does it do?Mow much does it cost?Sample $20,000 (for signs and studies) Typically,for collector and arterial streets,the 85 th percentile speed is used as a guide.Past studies have proven that unrealistically low speed zones are ignored by drivers. Little speed or volume change (without enforcement ) Speed Zone Changes Street Narrowing Different from chokers in that this would narrow an entire street rather than a point in the street.Street widths between 22 and 32 feet have been considered and used in some cities for specific applications. Speed reduction (4.5 MPH ) Low volume reduction or diversion Typically done at construction of street or with reconstruction DKS AssociatesCamasNeighborhoodTrafficManagementPlanPage11 1 t Sample Neighborhood Traffic Management Measures flow much does it cost?Measure Wliat is it?What does it do?Sample $250 -$2,500 (including studies,staff time and installation ) Typically placed at intersections -Warrants determined by MUTCD. Significant research on unwarranted stop signs and their negative impact. MUTCD specifically indicates stop signs are not to be used for speed control . The volume warrant is for 500 vehicles entering the intersections for each of 8 hours. Mixed findings on speed reduction (some up some down ) Low volume reduction and diversion A device for traffic control and safety,generally not NTM Stop Signs Truck Restrictions No truck signs are posted at key cut through routes affecting through truck trips not local truck trips. No speed reduction Significant truck volume reduction (if enforced ) $250 -$1,000 Source for graphics: Traffic Calming,American Planning Association,Planning Advisory Service,Report Number 456,July 1995. Handbook for Walkable Communities,Burden &Wallwork. Civilised Streets:A Guide to Traffic Calming,Environmental &Transport Planning,Brighton,Great Britain,1992. Note:Cost Estimates are in 2000/2001 dollars.Average construction cost inflation per year based on 10-year data is 2-3%per year. D/CS AssociatesCamasNeighborhoodTrafficManagementPlanPage12 WASHINGTON Miscellaneous Reports /Studies City of Camas 616 NE Fourth Avenue P .O.Box 1055 Camas,WA 98607 www.citvofcamas.us Phone :(360)834-6864 Fax :(360)834-1535 Creation Date :10/28/02 Revision Date :10/21/14 (Partial) WASHINGTON Miscellaneous Reports /Studies Archeological Study Camas Municipal Code 16.31 Habitat Study Camas Municipal Code 16.61 Shoreline Permit Requirement Camas Shoreline Master Program 2012 Tree Survey Camas Municipal Code 18.31.080 Wetland Study Camas Municipal Code 16.53 Geologically Hazardous Areas Camas Municipal Code 16.59 Creation Date:10/28/02 Revision Date:10/21/14 WASHINGTON Engineering Design and Submittal Requirements Phone:(360 )834-6864 Fax: City of Camas 616 NE Fourth Avenue P.O.Box 1055 Camas ,WA 98607 www.citvofcamas.us (360)834 -1535 Creation Date:10/28/02 Revision Date:10 /21/14 (Partial) WASHINGTON Material Reference List City of Camas The latest revisions of the following materials shall be used for design : Camas Comprehensive Plan including,but not limited to : The Transportation Element -Traffic Impact Fee Study Parks ,Recreation,Open Space,and Trail /Bikeway Plan Public Facilities ,Utilities,Services Element,Water System Comprehensive Plan and General Sewer Plan Camas Neighborhood Traffic Management Plan Camas Plant Materials for City Rights-of-Way Camas Public Works Landscape Standards Clark Public Utilities Lighting Standards North Dwyer Creek Master Plan,when applicable . RCWs and WACs Manual on Uniform Traffic Control Devices WSDOT Standard Specifications for Road,Bridge ,and Municipal Construction WSDOE Stormwater Management Manual for Erosion Only The latest revisions of the following materials should be used as a guide: AASHTO a Policy on Geometric Design of Flighways and Streets WSDOT Construction Manual WSDOT Design Manual WSDOT Standard Plans REVISED:10/21/14FILE:R:\ENG PWORKS\DETAILS ENGINEERING DESIGN SUBMITTAL REQUIREMENTS Drawing submittals Drawings shall be submitted on standard 24 ”x 36 ”bond paper.Each sheet shall be numbered and titled .Each sheet shall have a 1”border with a minimum text height of 0.10 inches . Cover Sheet Minimum information required shall include a vicinity map ,site map,project title , sheet index ,owner/developer address and phone number,revision block , engineers stamp,city signature block and engineer information .General notes , legend ,and a table stating the total lineal footages of street,storm mains,water mains ,and sewer mains shall also be shown on this sheet. Existing Conditions Sheet All pertinent as-built and existing utility information on and adjacent to the project shall be noted on this sheet.Existing utilities shall include:all manhole rim and invert flow line elevations ,existing street lighting,gas mains ,valves and services , water mains ,valves and services,sanitary mains and services ,electrical,TV, phone lines ,power pole locations ,utility risers and transformers ,curb lines , catch basins ,driveways ,sidewalks ,curb ramps and sign locations.All existing wells ,septic drainfields ,irrigation systems,and any other private or public service lines or easements shall be shown on this sheet.All sensitive lands , archeological sites ,wetlands ,stream courses and buffers including existing contours shall be shown. Grading and Erosion Sediment Control Sheet (see design std ’s .for grading/ESC) Information shown shall include a legend showing shaded or hatched cut and fill locations and erosion control BMP’s.Existing contours screened back and proposed contours shall be shown including any grading associated with the storm water facilities .Locations of stripping stockpiles ,building envelopes ,and areas to be protected from damage shall be shown .Grading and Erosion control notes shall also be shown on this sheet.A table listing the total cubic yards of cut,fill and strippings shall also be shown. Street and Storm Plan Sheet (see design std’s .for street and storm) Information shown shall include the proposed storm system including manhole locations ,catch basin locations and types.The rim ,grate and pipe invert in and out elevations shall be listed to the hundredth of a foot .All pipe runs and catch basin lateral lines shall list pipe size,length,slope,and pipe material.The required street information shall include street centerline stationing and centerline curve information including radius,length ,and central angle. Centerline tangent bearings shall be listed .All high and low points shall be identified.Curb return information shall include radius ,length,and central angle. Sidewalk and curb ramp locations shall be shown.Street and Storm construction notes shall be included on this sheet . FILE:R :\ENG PWORKS\DETAILS REVISED:10 /21/14 Water and Sewer Plan Sheet (see design std’s.for water and sewers) Information shown shall include the proposed water and sewer system and service line locations .Water and Sewer main line lengths,sizes ,material types and where appropriate,slopes shall be listed .Sewer manhole rim and pipe invert elevations in and out shall be listed to the hundredth of a foot.All water and sewer system appurtenances including AARV’s,cleanouts ,blowoffs , hydrants ,valves and PRV’s shall be called out on the plans .The water and sewer construction notes shall be included on this sheet. Street and Storm Profile Sheet Profile sheets shall include the street centerline proposed vertical alignment and vertical curve information including PVI station and elevation,high and low point station and elevation,vertical curve length,begin and end stationing,grades in and out of the vertical curve,algebraic differences ,and “K ”values shall be listed. Proposed finished grade and existing ground lines shall be shown .Where curb elevations left and right are not the same due to shed sections or cul-de-sac’s , the left and right top of curb profiles shall also be shown on the profile sheet. Street intersections shall be identified .The proposed storm system shall be shown including manhole and catch basin stations and elevations of all pipe inverts ,rims and grates.All pipe runs and laterals shall have line sizes ,pipe diameters,slopes and materials labeled or noted .All proposed and existing utility crossings shall be shown. Water and Sewer Profile Sheet The proposed finished grade and existing ground lines shall be shown .Street intersections shall be identified .The proposed water system shall be shown including blowoff ,hydrant,valve,PRV and AARV locations and minimum depth of cover requirements .The proposed sewer system shall be shown including stations and elevations of all manholes ,pipe inverts ,rims and cleanouts.All pipe runs and laterals shall have line sizes ,pipe diameters ,slopes and materials labeled or noted .All proposed and existing utility crossings shall be shown. Detail Sheets The detail sheets shall show specific city standard details for water ,sewer and storm system appurtenances as proposed on the engineering drawings .The typical street width sections and structural section requirements shall also be shown.Other detail sheets may include street intersection details ,stormwater detention and treatment facility details ,trail location ,section and construction details ,sanitary sewer pump station facility details,landscaping layout,irrigation and planting detail and or street signage and striping details . Miscellaneous Based on submittal review the engineering department may require additional information to provide a complete understanding of the project.These requirements are provided as a minimum for a timely review. REVISED:10/21/14FILE:R:\ENG PWORKS\DETAILS ENGINEERING DESIGN STANDARDS FOR GRADING/ESC PLAN Drawing submittals Drawings shall be submitted on standard 24”x 36 ”bond paper for engineering review and approval.Each sheet shall be numbered and titled.Each sheet shall have a 1”border with a minimum text height of 0.10 inches.Each sheet shall be clearly labeled as “Grading”or “Grading/Erosion Control”. Subdivisions &Short Plats (see engineering design submittal requirements) The required minimum information to be shown on the grading plan shall include existing 2-foot contour intervals screened back with listed elevations . The proposed finished grade 2-foot contour intervals with listed elevations shall also be shown.Sod stripping stockpile locations ,proposed street and lot layout configurations ,a quantities table listing the total cut,fill and stripping amounts ,hatching or shading of the cut and fill locations ,any tree removal or preservation and the grading notes shall also be shown. The required minimum information to be shown on the erosion control plan shall include inlet protection on all proposed catch basins on site and any adjacent existing catch basins offsite,sediment trap locations ,silt fence locations ,gravel construction entrance locations .The details of the required erosion control measures shall be shown.All stream courses and buffer areas shall be identified and protected . If an NPDES,HPA ,FPA ,or an Erosion Control Bond are required for the project there shall be a note to that requirement along with the erosion control and grading notes. FILE:R:\ENG PWORKS \DETAILS REVISED:10/21/14 ENGINEERING DESIGN STANDARDS FOR STREETS Drawing submittals Drawings shall be submitted on standard 24”x 36”bond paper for engineering review and approval.Each sheet shall be numbered and titled.Each sheet shall have a 1”border with a minimum text height of 0.10 inches.Each sheet shall be clearly labeled as “Street”or “Street/Storm”. Subdivisions and Short Plats 0 Design of the proposed streets shall incorporate the recommendations of the traffic study if one was required and shall meet the requirements of the current AASHTO A Policy on Geometric Design for Highways and Streets manual and the current MUTCD manual. ©Neighborhood Traffic Management (NTM)elements may be required on the existing or proposed streets based on projected traffic volumes. ®The pavement design and structural section shall be based on the soil type and the recommendations of the geotechnical report and shall not be less than the current City standard minimum. ®Alleys ,half street improvements and private streets shall meet the minimum City standard structural section. Commercial,multifamily or Industrial ©The City engineer will give specific recommendations on pavement design, width ,geometric requirements ,safety ,and pavement markings based on the submitted proposal. FILE:R :\ENG PWORKS\DETAILS REVISED:10/21 /14 GENERAL GUIDELINES FOR GEOMETRY OF ROADWAY 2 LANE2 COLLECTOR - ARTERIAL 2 LANE LOCAL - NEIGHBORHOOD 2 LANE LOCAL SPRINKLERED 3 LANE COLLECTOR - ARTERIALALLEYITEM 5 LANE ARTERIAL 25 FEET (PRIVATE TRACT) 52 FEET 60 FEET 60 FEET 72 FEETR.O.W.WIDTH 100 FEET 20 FEET (PRIVATE TRACT) 36 FEET 36 FEET28FEET 48 FEETSTREETWIDTH 74 FEET SEE TABLE 17.19.040-2 CMC 17.19.040 SEE TABLE 17.19.040-1 CMC 17.19.040N/ACUL-DE-SAC RADIUS N/A N/A N/A N/A 5 FEET 5 FEET 6 FEETSIDEWALKWIDTH 6 FEET 6 FEET N/A N/A N/A 5 FEETBIKELANES 5 FEET 6 FEET 300 FEET3 300 FEET370FEET100FEET100FEET200FEETMIN.CENTERLINE RADIUS 1.5 FEET 1.5 FEET MIN.CLEAR ZONE*1.5 FEET MIN.1.5 FEET MIN.1.5 FEET MIN.AS DIRECTED 1 1N/A YESACCESSCONTROLN/A N/A YES YES NO YES YES YESLIGHTINGREQUIRED YES YES COLLECTOR:MIN.330 FEET;MAX .660 FEET ARTERIAL:MIN.660 FEET;MAX .1,000 FEET COLLECTOR:MIN.330 FEET;MAX .660 FEET ARTERIAL:MIN.660 FEET;MAX .1,000 FEET MIN.660 FEET MAX .1 ,000 FEET270FEET270FEETINTERSECTIONSPACINGN/A COLLECTOR:MIN.100 FEET ARTERIAL:MIN .300 COLLECTOR:MIN.100 FEET ARTERIAL:MIN.300 N/A N/AINTERSECTIONSETBACKN/A MIN.300 FEET *LAG MANUAL,WSDOT DESIGN MANUAL POSSIBLE BY COUNCIL MANDATE LIMITING CERTAIN LOTS DURING DEVELOPMENT REVIEW 2 LEFT TURN LANES REQUIRED AT INTERSECTIONS 3 MUST MEET AASHTO GUIDELINES FOR SPEED AND SIGHT DISTANCE 1 7/7FILE;R:\ENG PWORKS\DETAILS REVISED :10/21/14 Approved by:C-^^ ENGINEERING DESIGN STANDARDS FOR STORM SYSTEM Drawing submittals Drawings shall be submitted on standard 24”x 36 ”bond paper for engineering review and approval.Each sheet shall be numbered and titled .Each sheet shall have a 1”border with a minimum text height of 0.10 inches .Each sheet shall be clearly labeled as “Street”or “Street/Storm ”. Subdivisions &Short Plats (see engineering design submittal requirements) o Design of the proposed stormwater treatment and detention system shall be in accordance with the 2005 Stormwater Management Manual for Western Washington. a All main line locations shall be located within the proposed or existing street right of way where ever possible unless otherwise approved. 0 All roof drainage shall be directed to the stormwater facility for detention ,except as follows:Lots adjacent to streams ,wetlands and wetland/stream management zones are to be evaluated on the basis of aquifer recharge and fish and wildlife issues .When considered necessary roof ,french,and foundation drains are to be directed ,by approved means ,back into the wetland or stream. ®If runoff from the proposed building envelope is not directed to the stormwater facility an approved house connection plan for roof and foundation drains will be required.Method and location of discharge must have prior approval. o French drains may be required along proposed roadways depending on location and site conditions. ©Spacing between catch basins shall be a maximum of 400 feet and shall be located at all intersections.Catch basins shall be tied into manholes at a minimum slope of 1%.Flow calculations may be required to analyze curb flow depths and widths . e Stormwater main lines shall not be laid flatter that 0.4%slope.Slopes over 20 % will require pipe anchors. ®The stormwater design report shall include a project overview stating any assumptions made.Requests to deviate from the stormwater manual shall be fully stated and the reasons clearly outlined .The pervious and non pervious acreage totals,site maps ,soil maps and full size basin maps showing the actual basin even if beyond the project limits shall be included .Isopluvial charts for the 2 ,10 and 100 year 24 hour storm events ,runoff curve numbers and down stream impact analysis shall be included .The results of the design reports shall be integrated with the City’s Fisher Basin Model. FILE:R:\ENG PWORKS\DETAILS REVISED:10/21/14 ENGINEERING DESIGN STANDARDS FOR WATER SYSTEMS Drawing submittals Drawings shall be submitted on standard 24”x 36”bond paper for engineering review and approval.Each sheet shall be numbered and titled.Each sheet shall have a 1”border with a minimum text height of 0.10 inches .Each sheet shall be clearly labeled as “Water ”or “Water/Sewer”. Subdivisions &Short Plats (see engineering design submittal requirements ©All main line locations shall be located within the proposed or existing street right of way where ever possible unless otherwise approved. Each lot shall have a water meter box location shown on the plan .The locations shall be near lot lines and shall maintain 10 feet of horizontal separation between sewer services . Irrigation service meter box locations and backflow prevention devices shall be shown on the plan for all landscape islands ,open space tracts or other areas as identified on the plan. Fire hydrant locations shall be shown on the plan and shall be located as nearly as possible to lot lines or as directed by the Fire Department . AARV’s ,low point blowoffs ,valve cluster locations and dead end blowoffs shall be called out on the plans and profile sheets. The system design may require sizing analysis for fire flow capacity,pressure zones and or pressure reducing valve vault locations upstream or downstream of the project site at the City’s discretion. Possible line upsizing may be required for future extensions at the City’s discretion. Any existing services not used or existing main lines that will be replaced or relocated may require abandonment and or removal at the City’s discretion. Commercial,Multifamily ,or Industrial In addition to the above requirements ,the following requirements may apply for these types of uses . ©Fire flow calculations /analysis for fire sprinkler systems . ©The locations of fire department connection ports shall be shown. ©Individual domestic water main lines and fire system main lines may be required . REVISED:10/21/14FILE:R:\ENG PWORKS\DETAILS ENGINEERING DESIGN STANDARDS FOR PRESSURE REDUCING VALVE STATIONS When a water system PRV station is required as part of a residential development,the following minimum components shall be included with the PRV submittal. An existing water system area plan shall be submitted by the developer’s engineer . The area plan shall show the elevation and location of existing PRV’s adjacent to the development site.High side and low side pressures shall be included .The plan shall also show the proposed development layout with elevation of all street intersections,lots ,and other high and low points within the site. The PRV station shall be a pre-assembled ,pre-tested ,and packaged system from G.C .Systems or approved equal. The PRV station shall include a catch basin located adjacent to the station and tied to the stormwater system for the 3”pressure relief bypass flows. There shall be a minimum 9 ”air gap from the bypass pipe to the catch basin.And acceptable bug screen shall be included on the end of the bypass pipe. A vault drain or sump pump tied into the storm system will be required. The valve vault access shall be a spring assisted 36”x 72”double door lockable diamond plated hatch centered over the largest PRV. The PRV station shall be located within the right-of-way in a widened planter strip or located outside of the right-of-way in an easement dedicated to the City . The City of Camas reserves the right to determine the size of the PRV devices and the vault. All interior piping shall be schedule 40,306 stainless steel with flanges ,and Victaulic coupling as required for disassembly. 1. 2 . 3 . 4 . 5 . 6 . 7 . 8 . 9. REVISED :10/21/14FILE:R:\ENG PWORKSVDETAILS ENGINEERING DESIGN STANDARDS FOR SEWERS Drawing submittals Drawings shall be submitted on standard 24”x 36 ”bond paper for engineering review and approval.Each sheet shall be numbered and titled.Each sheet shall have a 1”border with a minimum text height of 0.10 inches.Each sheet shall be clearly labeled as “Sewer”or “Water/Sewer”. Subdivisions &Short Plats (see engineering design submittal requirements) ®All main line locations shall be located within the proposed or existing right of way where ever possible unless otherwise approved. ©Service lateral locations shall be located in the planter strip for STEP systems and 8 feet past the right of way line for gravity or STEF systems . ®Main line grades shall not be designed flatter than 0.5 %slope.Slopes over 20%will require pipe anchors. ®AARV,cleanout,valve,odor control,and manholes shall be shown on the plan and profile sheets . ©The system design may require sizing analysis for line size and capacity.The system may also require a pump station based on the type of sewer system being proposed ,the location of the project ,or other factors.Future pump station upsizing may also be required . ©There may be downstream capacity analysis required for the project depending on project location and the type of sewer system proposed. ©Additional odor control analysis and or measures may be required . ©Septic tank sizing if required shall be based on the proposed use and in conformance with the CC &R ’s .If pools are allowed then tank sizes may increase. Commercial,Multifamily or Industrial ©Tank sizing submittal documentation and material submittals will be required. ®Material submittals ,materials list and supplier information will be required prior to construction. ®Required as-built information shall include the depth of service,location of main lines ,AARV’s,odor control,cleanouts ,manholes ,and valve locations. FILE:R:\ENG PWORKS\DETAILS REVISED :10/21/14 ENGINEERING DESIGN STANDARDS FOR PUMP STATIONS When a sanitary sewer pump station is required as part of a residential development,the following minimum components shall be included with the pump station submittal. 1.A basin plan shall be submitted.The proposed development flows and any contributing basin flows shall be identified in the plan.The calculation of flows shall be consistent with the City’s current Wastewater Facilities Plan.If the station is sized to include the off-site contributing basin,the station improvement shall be late comer agreement eligible. 2.The Pump Station shall include an odor control system approved by the City. 3 .The Pump Station shall have a secondary diesel powered Onan generator,or approved equal,sufficiently sized to run the pump station during power outages . The fuel tank shall be sized to run the station for a minimum of 24 hours . 4.The Pump Station shall be a Romtec pre-packaged station,or approved equal,to include two submersible Flygt pumps with one pump equipped with a mix-flush valve,multitrode liquid level sensors with Monitor Pro controls.The discharge piping shall be stainless steel.The access cover shall be an H20 rated Flygt aluminum Safe-T-Hatch .The wet well shall be protected with Raven 405 hydrogen sulfide resistant lining. 5 .The check valve vault shall consist of two Kennedy swing check valves with eccentric plug valve and 2 ”operating nuts ,one eccentric plug valve with hand wheel operator and a cam-lock bypass port.Adjustable pipe supports,wafer style diaphragm pressure sensor ,H20 rated spring assist hatch covers with a gravity sump drain and p-trap draining back to the wet well. 6 .The control panel shall have a standard City approved canopy cover over an all- weather NEMA 4 rated control enclosure with dual pump hour monitors ,pump controls ,and two additional 110 volt outlets as required.There shall be an automatic transfer switch cabinet,PUD meter and main power switch . 7.The Pump Station shall be equipped with Sonitrol monitoring equipment acceptable to the City. 8 .The station shall include area and cabinet lighting acceptable to the City including extra 10 volt receptacles (2 min.) 9.The Pump Station shall be paved,fenced and landscaped in a manner acceptable to the City.The station shall be located on a separate tract of land dedicated to the City along with the recording of the development plat. 10.The Pump Station capacity and configuration shall be designed for a maximum of four pump start cycles per hour with a minimum of 9 minutes of volume storage from high level alarm to the lowest inflow invert elevation. FILE:R :\ENG PWORKSVDETAILS REVISED :10/21/14 ENGINEERING DESIGN STANDARDS FOR COMMUNITY S .T.E .F.TANKS When a community S.T.E.F.tank system is proposed for a residential development to retain sanitary sewer solids ,the following minimum requirements shall apply. 1.The community tanks will only be allowed if lot sizes are 4,000 S .F.or less.For lots over 4,000 S .F.an individual 1,500 gallon minimum tank will be required on each individual lot. 2.The community tank (s)shall be a fiberglass reinforced single walled Xerxes tank or approved equal.The tank submittal shall include buoyancy calculations with minimum factor of safety of 1.5 for dead man sizing. 3.An approved odor control system is required for the tanks .If the development includes a pump station,a vent line from the tank (s)to the odor control system will be required.If no pump station is proposed,chemical injection,soil filter beds ,or other odor control systems acceptable to the City shall be included in the design . 4.A minimum of one permanent ground water monitoring and dewatering well(s) acceptable to the City shall be included in the design and site construction. 5 .An Orenco liquid level alarm ,AMAFIW or AMLAFIW series ,high level alarm and float system ,or approved equal,will be required on each tank that contains bio tube filters .A 12”wide by 18"tall sign shall be included to read as follows :THIS BOX IS THE PROPERTY OF THE CITY OF CAMAS PUBLIC WORKS DEPARTMENT.IT IS TO BE OPENED BY AUTHORIZED PERSONNEL ONLY .ALARM -IF THE ALARM SOUNDS ,PRESS THE RED LAMP COVER TO SILENCE ,THEN CALL CAMAS OPERATIONS CENTER AT 817-1563 (DAYS)OR 696-0777 (NIGHTS, WEEKENDS OR HOLIDAYS).The sign and alarm panel shall be mounted at the tank location in accordance with the City requirements . 6 .Tank sizing requirements shall be as determined by the City of Camas . 7.The tank(s)shall be located in such a fashion as to allow for the future excavation and replacement of the tank (s)if necessary.Building foundation,infrastructure main line utilities ,and other facilities including streets and street intersections , stormwater facilities ,retaining walls or other improvements shall not be located within the future excavation zone of the installed tank (s). 8 .A water service with an approved backflow protection device is required at the tank location as directed by the City. 9 .The tank location shall include an area light if no street light is within 50 feet. 10.The tank (s)shall be accessible for future solids pumping and maintenance. FILE:R :\ENG PWORKS\DETAILS REVISED:10/21/14 ENGINEERING DESIGN STANDARDS FOR STREET LIGHTING ALL INFORMATION IS INTENDED TO PRODUCE A LIGHTING DESIGN WITH LUMINANCE LEVELS AND LUMINANCE UNIFORMITY WHICH MEETS OR EXCEEDS THOSE IN THE I .E.S."RECOMMENDED MAINTAINED LUMINANCE FOR ROADWAYS"FROM THE I .E.S.LIGHTING HANDBOOK.INSTALLATION OF ADDITIONAL LIGHTS MAY BE NECESSARY TO MEET THE INTENT OF THIS STANDARD. 1.WHERE THE AVERAGE RESIDENTIAL DENSITY IS GREATER THAN 12 DWELLING UNITS PER ACRE,USE COMMERCIAL OR INTERMEDIATE FOR LAND USE. 2.AVERAGE MAINTAINED LUMINANCE IS MEASURED IN FOOT CANDELAS PER SQUARE METER. 3.AT SIGNALIZED INTERSECTIONS,THE AVERAGE MAINTAINED LUMINANCE SHALL BE OF THE AVERAGE FOR THE TWO INTERSECTING STREETS. 4.LUMINANCE UNIFORMITY IS THE RATIO OF AVERAGE OR MAXIMUM MAINTAINED LUMINANCE TO MINIMUM LUMINANCE.LUMINANCE VALUES OUTSIDE THE ROADWAY SHALL NOT BE INCLUDED IN THE RATIO .ALL SIDEWALK AREAS AND THE AREA BETWEEN THE SIDEWALK AND THE STREET CURB SHALL BE INCLUDED WHEN DETERMINING THE MAINTAINED LUMINANCE. 5.LIGHTING LAYOUTS WILL REQUIRE APPROVAL AND POSSIBLE ADJUSTMENT TO MEET THE CITY OF CAMAS LIGHTING OBJECTIVES AND I.E.S.STANDARDS.THIS MAY INCLUDE ADJUSTMENT TO THE POLE SPACING AS LISTED AND MAY RESULT IN ADDITIONAL OR FEWER LIGHTS. 6.ALL LIGHTING FIXTURES SHALL BE LIGHT EMITTING DIODE (LED).LIGHTING CIRCUITS SHALL BE 120 VOLTS. 7.THE MOUNTING HEIGHT OF THE FIXTURE IS MEASURED FROM THE ROADWAY SURFACE TO THE CENTER OF THE LIGHT SOURCE WITH THE FIXTURE LOCATED OVER THE BIKE LANE LINE OR SIX FEET FROM THE FACE OF CURB. 8 .ALTERNATIVE LIGHTING LAYOUTS MAY BE SUBMITTED FOR REVIEW.WHERE LIGHTING IS REQUIRED ON BOTH SIDES,DESIGNS SHALL BE "OPPOSITE LIGHTING"ON MAJOR ROADWAYS 46 FEET OR GREATER IN WIDTH .THE USE OF STAGGERED LIGHTING SHALL ONLY BE USED WHERE "OPPOSITE LIGHTING"IS NOT PRACTICAL.LIGHTING LAYOUTS ON LOCAL RESIDENTIAL STREETS WITHIN A SUBDIVISION MAY VARY FROM SIDE TO SIDE. 9.COBRA STYLE LIGHT POLES ARE REQUIRED ON ALL COLLECTOR AND ARTERIAL ROADWAYS. 10.MAXIMUM POLE HEIGHT SHALL BE LIMITED TO 30 FEET. 11.A LIGHTING DESIGN CONSISTENT WITH THESE REQUIREMENTS AND APPROVED BY CLARK PUBLIC UTILITY DISTRICT SHALL BE SUBMITTED FOR FINAL REVIEW AND APPROVAL TO THE CITY PRIOR TO INSTALLATION. 12.STREET LIGHTS ON LOCAL AND NEIGHBORHOOD LEVEL STREETS SHALL BE LOCATED AT PROPERTY LINES. 13 .THE STREET LIGHTS SHALL BE LOCATED IN THE PLANTER STRIP UNLESS OTHERWISE APPROVED BY THE CITY. FILE:R:\ENG PWORKSVDETAILS REVISED:10/21/14 14.STREET LIGHT SPACING: COLLECTOR ROADWAY NEIGHBORHOOD ROADWAY LOCAL ROADWAY ARTERIAL ROADWAY <<<<<<o 5 <<<LUO7?cc FLUcn ^QO2:O - 0 irCC£C HI Tl”^QOZ h-H OCCcczzz <_] 13 LAND USES LUtu LU CD >Q Q a 3 CCSQCLCO(73 C/3 CLOZLUUJLUCCCCccoo MAX.POLE SPACING (A)150 N/A N/A170160130160170 MAX.POLE SPACING (B)N/A N/A N/A N/A 150 150 150 150 (A)STANDARD COBRA STYLE (B)POLE TOP STYLE 15.PEDESTRIAN CROSSINGS AND VERTICAL SAG CURVES SHALL BE ILLUMINATED. 16.STREET LIGHTING IS REQUIRED ON ALL PRIVATE STREETS OVER 100 FEET IN LENGTH AND SERVING MORE THAN FIVE DWELLING UNITS. PRIVATE STREETS WITH STREET LIGHTING SHALL HAVE A SEPARATE METER THAT THE HOME OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR . 17. REVISED:10/21/14FILE:R:\ENG PWORKS\DETAILS GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON Proiect/Development Name: City Project Number: Reviewer’s Initials and Date: Please mark completed items in the space provided.Mark N/A if not applicable .Items left blank are incomplete . COVER SHEET AND GENERAL REVIEW Project Name (Title)and Past Project Names Owner’s /Developers Name,Address ,&Phone Number Engineer’s Name,Address and Phone Number Architect’s Name,Address and Phone Number City of Camas Approval Block Vicinity Map Legend General Notes Reference to Standard Specifications City of Camas/County ___WSDOT/APWA North Arrow and Scale Signed State of Washington Engineer’s Stamp Total Linear Feet of Improvements Street Water Storm Sanitary Sheet Index Benchmark,Datum Elevations Boundary Review Board Approval Required Master Plan Checked Complies with Request for Utility Services (R .U .S.) Complies with Council’s Decision (Attach Notice of Final Decision) Submitted Four Sets of Plans Testing Requirements /Frequency Matrix Comments : FILE:R:\ENG PWORKS\DETAILS REVISED:10/21/14 GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON Proiect/Development Name: City Project Number: Reviewer ’s Initials and Date: Please mark completed items in the space provided.Mark N/A if not applicable.Items left blank are incomplete. GRADING &EROSION CONTROL Signed State of Washington Engineer’s Stamp North Arrow and Scale Legend Standard City of Camas Erosion Prevention &Sediment Control Detail Sheets Special Details Required Easement(s)Required ,Shown,Called Out City of Camas EPSC and Grading Notes Existing and Proposed Property Lines /Adjoining Tax Lots Shown Street Names Proposed Right of Way Erosion Control Measures Construction Entrance Inlet Protection Silt Fence _ Slope Stability _ Temp .Stockpile Area(s)Shown w/Protection Identify All Sensitive Areas (Wetlands and Buffers,Floodplains ,Tree Resource Area ,Streams ,Creeks ,Springs ,etc .) Existing and Finished Contours Existing Area of Potential Slope Instability and Structures Location of 100 Year Flood Plain &Shoreline Management Area Limits on the Site Proposed Impervious Surfaces Other than Streets and Sidewalks Drainage Flow Routes and Existing Discharge Points to and from Site Edge of Pavement Existing Trees,Trees to be Removed (w/Diameter),Utility Poles ,Wells ,Septic Tanks,Drainage Structures ,Fire Hydrants ,Street Lights ,Etc .) Site Acreage Area of Cut/Fill Quantity of Cut/Fill Wetland Area and Buffers -Cannot be Used for Treatment or Detention Permits (Federal and State)Received Prior to Signing Erosion Control Bond Cut-off Ditches Temp.Sediment Ponds NPDES Location of Buildable Lot Area Fill Compaction Requirements Comments: FILE:R:\ENG PWORKS\DETAILS REVISED:10/21/14 GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS ,WASHINGTON WASHINGTON Proiect/Development Name: City Project Number: Reviewer’s Initials and Date: Please mark completed items in the space provided.Mark N/A if not applicable .Items left blank are incomplete. SANITARY SEWER Signed State of Washington Engineer’s Stamp North Arrow and Scale Legend Standard City of Camas Sewer Detail Sheets Special Details Required Easement(s)Required ,Shown,Called Out Construction Notes Total Length of Sewer Main Imrovements Existing and Proposed Property Lines /Adjoining Tax Lots Shown Street Names and Widths Pipe size,Lengths ,&Material meet City standards and are shown Stationing Existing and Proposed Utilities Shown Existing and Possible Conflicts Shown (Structures ,Trees,etc .) Lateral Table Lateral Size Length Pipe Material Dimensioning (7’from South/West Curb) Manhole Spacing (max .400’for gravity system) Cleanout Spacing (max.200’or every 90°of Bend for STEF system) All manholes with Coated Lining Called Out (STEP/STEF/Gravity) Special Manhole Frame or Cover Required Separation from Water Utility (10’horizontal,18”vertical) Invert Elevations Rim Elevations Check Slopes Minimum Design Slopes (0.004 for gravity and STEF mains) Minimum Depth and Cover (6’for gravity and STEF,5 ’for STEP mains) Concrete Pipe Anchors for Main Lines (Slopes greater than 20 %) Each Lot Served Shown on Profile Depth Comments : FILE:R :\ENG PWORKS\DETAILS REVISED :10 /21 /14 GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON Project/Development Name : City Project Number: Reviewer’s Initials and Date: Please mark completed items in the space provided.Mark N/A if not applicable.Items left blank are incomplete. STORMWATER Plans Signed State of Washington Engineer’s Stamp North Arrow and Scale Legend Standard City of Camas Stormwater Detail Sheets Special Details Required Construction notes Total Length of Sewer Main Improvements Existing and Proposed Property Lines /Adjoining Tax Lots Shown Street Names and Widths Pipe size,Lengths ,&Material meet City standards and are shown Stationing Existing and Proposed Utilities Shown Existing and Possible Conflicts Shown (Structures,Trees ,etc.) Location and dimensions of proposed stormwater facilities ,including typical cross sections of proposed facilities) Stormwater profile for all systems in R .O.W. Stormwater Profile for all Systems in R .O .W . Drainage Flow Routes and Existing Discharge Points to and from site Specify pipe size and material Check All Pipe Slopes and Invert Elevations All changes in pipe size,material,direction ,or grade require catch basin or manhole per PSM. Connections to Pipe Systems at Catch Basin or MH Only Minimum Pipe Cover for Vehicular Loads per Manufacturer’s Specifications (Verify ADS) Catch Basins at Low Points,Not Located at Base of ADA Ramps FILE:R:\ENG PWORKS\DETAILS REVISED :10/21/14 GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON STORMWATER Continued WQ Treatment Facility Detail of any flow control structures Provide overflow structure in fine grained soils or if low percolation Check if Oil/water Separator is required Show sufficient dimensions on all stormwater facility(s)for construction Provide typ .Swale Cross section 4:1 slopes preferred for mowing (Max .3:1) 1'Freeboard on Ponds &Swales Min.width 2 0.5%-4%slope Minimum 6”topsoil mix for the swale grass if in permeable soils Permeable soils require impermeable liner or 1 ft clay liner under 6 ”topsoil layer in swale to be less than 2.4 in/hr to be field verified by design engineer prior to sodding or seeding . List swale seeding specifications Finish elevations on all outfall inverts ,top of level spreader ,top of grates Energy Dissipater at end of outfall piping If rip rap used ,detail length,width,depth,and size Debris barrier/grate for all pipes entering a closed pipe system Retaining Walls -specify top and bottom of wall elevations,dimensions,type , backfill,installation,wall section,footing drainage,etc . Maintenance access to swale or pond from street (min.15’wide,less than 20%slope ,min.15’ easement) Barrier or fencing around the stormwater facility if safety is a concern (fence type ,height (max .6’),gate opening (10’min),top rail on fence Label Stormwater facility as tract of land State whom is to maintain &operate the stormwater facility: Stenciling of all catch basins Types &Number of plantings around pond perimeter (See City of Camas Tree/ Plant List) Operating and Maintenance Manual for Ponds Wetlands &Buffers (Sensitive areas labeled and shown) Infiltration Facility Cross section of infiltration system Drywells ___Building roof drain Perforated pipe trench Infiltration pond REVISED :10/21/14FILE:R:\ENG PWORKS\DETAILS GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON STORMWATER Continued Check landscaping plan against stormwater facility (no trees in treatment area,etc .) Design Infiltration Rate &Contractors design table for length of perf.pipe required per 1000 sq .feet of roof area Roof Downspouts cannot drain to street or drainage structure,unless included in sizing calculations and must be noted and shown on plans. Pre-sedimentation manhole required for all drywells without water quality treatment For Privately maintained stormwater facilities ,provide notarized covenant running with the land . Verify that no wells or other facilities are adjacent to infiltration pond . Provisions for Roof Drains For All Lots . Comments: FILE:R :\ENG PWORKS\DETAILS REVISED :10/21/14 GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS.WASHINGTON WASHINGTON Proiect/Development Name: City Project Number: Reviewer ’s Initials and Date: Please mark completed items in the space provided.Mark N/A if not applicable.Items left blank are incomplete. Transportation Plan Plan is consistent with traffic study recommendations ;council conditions Signing and striping Plan Sight Distance Triangles and Calculations Road Modifications Pavement Design Special Provisions Signed State of Washington Engineer’s Stamp North Arrow and Scale Legend Easement(s)Required ,Shown,Called Out Construction Notes Existing and Proposed Property Lines /Adjoining Tax Lots Shown Street Names Existing and proposed Right of Way Stationing Tangent Bearings Curve Data Curb Radii Elevation at Radius Returns (%’s’%’s) Elevations at Lot Lines Dimensions Streets Cul-de-sacs Driveways Driveway locations on all corner lots -Access control issue Sight Distance Triangle Easements on all corner lots (label and Dimension) Sidewalks Hammerheads Temporary Turn-arounds Pedestrian Ramps (check alignment) Connectivity Turning lanes Traffic Signals Sawcut existing pavement straight prior to paving Vertical Curves per AASHTO (see “Policy on Geometric Design of Highway & Streets ”,Exhibit 3-76 ,page 274) FILE:R:\ENG PWORKS \DETAILS REVISED:10/21/14 GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON Transportation Plan Continued K value Shown Superelevation Design Speed mph;Posted speed mph Typical Street Section Street Classification Vz street improvement Vz street overlay resurfacing of ex. Soil Classification 2 %Cross Slope ;Max.6 %Shed Controlled Density Fill (CDF) Center Line Width of Right of Way Width of Street Public Utility Easement (P.U .E.) Subgrade and pavement including depth and type Curb Type Sidewalk location,width,depth,compacted subgrade Misc.Typical Sections Standard Concrete Driveway Concrete Vertical Curb Concrete Curb and Gutter ADA Curb Ramps Ramp detectable warning detail Barricade (Type III) Sidewalk Cross Section Mailbox Location Letter for Road Modification from Engineer Sign and Striping locations accordance with MUTCD Signs and Mailboxes located in planter strip (5 ’horizontal clearance;min.7’vertical clearance). Street configuration and lot numbering conforms to preliminary plat. Bike lanes required Traffic signal plan or loop &conduit installation for future. Neighborhood Traffic Management Compliant Comments : FILE:R :\ENG PWORKS \DETAILS REVISED:10/21/14 GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON Proiect/Development Name: City Project Number: Reviewer’s Initials and Date: Please mark completed items in the space provided.Mark N/A if not applicable.Items left blank are incomplete. Water Plan Signed State of Washington Engineer’s Stamp North Arrow and Scale Legend Standard City of Camas Water Detail Sheets Special Details Required Easement(s)Required ,Shown,Called Out Construction Notes Total Length of Water Main Improvements Existing and Proposed roperty Lines /Adjoining Tax Lots Shown Street Names &Widths Pipe Size,Lengths ,&Material Per Standards 8”for F.H. 6 ”for Loop 4”200’Max .Length Stationing Existing and Proposed Utilities Shown/Conflicts Existing and Possible Conflicts Shown (Structures ,Trees ,etc.) Dimensioning (6’from North/East Curb) Fire Hydrant w/Fire Marshal’s Approval 400’Between Hydrants 600’from Property Lines No Fire Hydrant on Dead End 6” Meet Conditions of Fire Dept .(Attach Copy of Fire Marshal’s Review) Valves :3 on a Tee,4 on a Cross ,and Valves Every 600’(minimums) Fittings /Blocks ,Shown &Called Out Pipe Deflection Checked for Pipe Sections Blow-off (Standard or Construction) Separation from Sanitary (10’Horizontal,18”Vertical) ~or Incased in Concrete ~or Ductile Iron Sleeve,10’Each Side of Crossing . Water Depths and Crossings Shown on Profile Water Meter Locations and Size G.P .M .Available: Cross-Connection Control Each Lot Served Fire Permits (3 total) REVISED:10/21/14FILE:R:\ENG PWORKS\DETAILS GENERAL PLAN REVIEW CHECKLIST ENGINEERING DEPARTMENT CITY OF CAMAS,WASHINGTON WASHINGTON Water Plan (continued ) Verify Correct Locations ,Size,&Type of Existing Water Facilities (Booster Stations Reservoirs ,etc.) Engineered Vacuum Relief Locations for Large Water Mains Air /Vacuum Relief Location Shown -High Point Typical PRV Location /Settings Comments: FILE:R:\ENG PWORKS\DETAILS REVISED:10/21/14 ENGINEERING AS-BUILT SUBMITTAL REQUIREMENTS Drawing submittals Drawings shall be submitted on standard 24”x 36”bond paper for engineering review and approval.Each sheet shall be numbered and titled .Each sheet shall have a 1” border with a minimum text height of 0.10 inches .Each sheet shall be clearly labeled as “As-Built”or “Record Drawings ”.Shaded areas,satellite photography,or aerial photography is not acceptable due to reproducibility.Any hatched area shall be transparent or hatched at such a scale that it will not show as a black area after scanning.Upon engineering department review and approval,the “As-Builts ”shall be submitted on archival Mylar and in a PDF digital format on a CD-Rom disc .CAD files shall be submitted as directed below. Required Information As-Built elevations ,if different than per design,of all rims ,pipe inverts in and out of manholes ,catch basins,and outfalls shall be labeled next to the crossed out design elevation .All as -built pipe lengths,depths and slopes shall be recorded next to the crossed out design information on the plan view sheet as well as on the appropriate profile and or detail sheet(s). Stormwater detention and treatment facilities shall show as-built elevations of all pipe inverts ,control structures and orifices ,pond and swale lengths ,depths ,widths and slopes .Overflow structures ,pond berms and access roads shall also show as -built information for slopes ,heights ,widths ,lengths and locations . A stormwater facility as -built verification note shall appear on the as-built sheet showing the facilities.The note shall state that the engineer has performed an as-built inspection of the facilities and shall verify that as constructed the facilities meet the design criteria per the storm water report for storm water treatment and detention requirements of the site. A final site as-built grading/topographical site plan shall be submitted with the as-built plans .The site plan shall show final finished grade contours and elevations over all lot areas .The elevation of all lot corners shall also be noted on this site plan.The as-builts shall also reflect any change in the lot numbering or configurations from what was originally proposed or approved.This sheet shall also show physical distance ties to the sanitary sewer service laterals that are marked with a 10 foot long 2 x4 board. There shall be a minimum of two distances to each lateral from adjacent lot corners or arks in the curb line. CAD Drawings Required 1.All CAD drawings shall be in an AutoCAD DWG format -check for the City’s current acceptable version . 2.Final Plat -To be submitted with a copy of the recorded mylar .Submit all features shown on recorded mylar. 3 .As-Builts -To be submitted with your request for completion .Submit complete set with elevations and all features. FILE:R :\ENG PWORKSVDETAILS REVISED:10/21/14 *All submitted documents (digital &hard copy )shall be labeled to indicate wha the document represents and dated.(Final Plat,As-Builts ) *Include any special fonts ,x-referenced drawings,and PCP file The following features shall be on an exclusive Laver Property Lines* Property Pins Section Corners Easements Basis of earing Lot numbers Right-of-Way Centerlines Street text Homeowners open space areas * City owned open space areas* Wetlands Delineated * National Wetlands Inventory* Steep Slopes * Development Boundary* Water lines** Water service lines Water valves Fire hydrants Sanitary sewer lines** Sanitary sewer service lines Sanitary sewer valves Storm sewer lines** French drains Detention ponds* Subdivision boundary* *Polylines shall form closed polygons **Continuous lines with layering or labeling to indicate type &size REVISED :10/21/14FILE:R :\ENG PWORKS\DETAILS WASHINGTON Standard Engineering Details Section Index General Engineering Details and Notes Erosion Control /Grading Details Street Details Street Light Details (Future) Storm Details Sewer Details S.T.E.F.Details S.T.E.P.Details o o Gravity Detailso •Water Details Creation Date :10/28/02 Revision Date:10/21/14 (Partial) WASHINGTON General Engineering Details and Notes City of Camas 616 NE Fourth Avenue P .O .Box 1055 Camas,WA 98607 www.citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date :10/28/02 Revision Date:10/21/14 (Partial) City of Camas General Details ~INDEX Detail No.Detail Name Rev.Rev.Date 10/21 /14 10/21/14 4G1GENERALCONSTRUCTIONNOTES 4G2TYP.UTILITY TRENCH DETAIL (IN R.O.W.) 3 10/21/14 10/21/14 G3 TYP.UTILITY TRENCH DETAIL (OUTSIDE R.O.W.) G4 STANDARD TESTING REQUIREMENTS 3 3 10/21/14 1/1/11 G5 UTILITY CROSSING G6 SIGNATURE AND REVISION BLOCK 1 1 10/21/14 10/21/14 G7 UTILITY EASEMENT NOTES G8 UTILITY EASEMENTS 1 GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D.O.T./APWA ’’STANDARD SPECIFICATIONS FOR ROAD,BRIDGE, AND MUNICIPAL CONSTRUCTION ”AND STANDARD DETAIL SHEETS ATTACHED HEREWITH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES,INCLUDING THE INVERT AND TOP ELEVATIONS AT CROSSING LOCATIONS,PRIOR TO THE START OF CONSTRUCTION AND TO NOTIFY THE CITY ENGINEER OF ANY POTENTIAL CONFLICTS. CONTRACTOR SHALL CALL CLARK COUNTY’S 24-HOUR UTILITY NOTIFICATION CENTER AT (360) 696 -4848 OR (800)553-4344 FOR UTILITIES LOCATE,A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. ALL EXISTING MONUMENTS,PROPERTY CORNERS AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT OF LOST,DESTROYED OR DAMAGED MARKERS SHALL BE DONE BY A LICENSED LAND SURVEYOR IN ACCORDANCE WITH R .C .W.58.09 AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL NOT EXCAVATE OVER FOUR FEET IN DEPTH WITHOUT USING ADEQUATE SAFETY MEASURES.THE CONTRACTOR IS REFERRED TO TITLE 296 W.A .C.,PART N FOR EXCAVATION,TRENCHING AND SHORING REQUIREMENTS. ALL UTILITIES SHALL HAVE A GRANULAR BACKFILL APPROVED BY THE CITY OF CAMAS. WATER SETTLEMENT OF UTILITY TRENCHES IS NOT ALLOWED .TRENCH LINES LOCATED WITHIN AN EXISTING ROADWAY SHALL BE PLATED OR TOPPED WITH COLD MIX.GRANULAR BACKFILL OVERNIGHT IS NOT ALLOWED.PLATES SHALL HAVE COLD MIX AROUND ALL EDGES. ALL EROSION /SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE EROSION /SEDIMENT ‘CONTROL PLAN AND CITY OF CAMAS EROSION /SEDIMENT CONTROL DETAILS PRIOR TO ANY CLEARING OR THE START OF ANY CONSTRUCTION. IF THE CITY INSPECTOR OR ENGINEER (S)HAS EVIDENCE OF POOR CONSTRUCTION PRACTICES OR EROSION CONTROL TECHNIQUES,A ’’STOP WORK ”ORDER SHALL BE ISSUED UNTIL PROPER MEASURES HAVE BEEN TAKEN AND APPROVED BY THE CITY ENGINEERING STAFF. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF CAMAS PUBLIC WORKS DEPARTMENT.APPROVAL SHALL BE OBTAINED PRIOR TO THE START OF CONSTRUCTION. THE DEVELOPER /CONTRACTOR SHALL ARRANGE A PRE -CONSTRUCTION MEETING WITH THE CITY OF CAMAS ENGINEERING DEPARTMENT PRIOR TO COMMENCING ANY WORK . ANY SIGNIFICANT DEVIATIONS FROM THE PLANS WILL REQUIRE A SUBMITTAL FROM THE APPLICANT’S ENGINEER AND APPROVAL FROM THE CITY OF CAMAS ENGINEERING DEPARTMENT. AN EROSION /SEDIMENT CONTROL BOND MAY BE REQUIRED BY THE CITY OF CAMAS PRIOR TO WORK COMMENCING. 1 . 2. 3. 4. 5. 6 . 7. 8. 9. 10. 11. 12. o DETAIL NO.REV.NO.DATE BY APPR.Ql ^CITY OF CAMAS ~GENERAL DETAIL NOTES /o -zi~f 4- DETAIL APPROVED BY H CO5/1 /07 s or.SCD JC1 G JLimmG1o10/1 /08 SCD JC2 zI1/1 /11 673SCDJC:7 zNOTTOSCALE10/21 /14 LUSCDJC4DATEo 18”PIPE DIA .+18”MAX.18” SURFACE MATERIAL PER NOTE #5 BELOW OR AS SHOWN ON PUNS FOR NEW CONSTRUCTION ===SURFACE RESTORATIONS MARKING TAPE REQUIRED FOR ALL SANITARY LINES,1 ’ABOVE PIPE.T 'BACKFILL TO.BE,.-x :APPROVED GRANULAR . MATERIAL COMPACTED \ V /UN 12 ”'LIFTS / '-..’.-X o00 14 GA.HDPE (HMWPE)INSULATED COPPER CLAD STEEL TONING WIRE (GREEN FOR SEWER,BLUE FOR WATER)ON MAINS AND LATERALS WHEN REQUIRED (SEE CHART BELOW),SEAL SPLICE CONNECTIONS WITH 3 M DBY OR KING GEL CAPS LE Ixo<CD LO >7CDX c/VV\NOTES:V 5 zvCM—\X ^^ VQC SAWCUT ALL EDGES FOR SURFACE RESTORATION. ALL TRENCH COMPACTION SHALL MEET OR EXCEED 95%OF AASHTO T-180. BEDDING AND PRE-COVER TO BE APPROVED GRANULAR MATERIAL CDF BACKFILL REQUIRED ABOVE PIPE ZONE,FOR ALL TRANSVERSE TRENCHLINE AND UTILITY CROSSINGS,TO A MAXIMUM DEPTH OF 3 FEET,ON ALL DESIGNATED COLLECTOR AND ARTERIAL STREETS. STREET SURFACE RESTORATION SHALL CONSIST OF MIN.3 ”COMPACTED DEPTH OF CLASS 1 /2 ”PG 64-22 HMA PAVEMENT OVER 12 ”OF 1 1 /4”MINUS CRUSHED AGGREGATE.CONTRACTOR TO MATCH EXISTING ASPHALT DEPTH IF >3”. 1 .LU X>\2 .o Y /ooLU ACO 3.z LU \PIPEo •>/N CL /DIA .X \4.LU \TTCL XAA -*,AAxT \> m o0_cn XzXQVCJ 5.LU /s ZCD2X/7 iX\ 6 ” MIN. TRENCH SECTION WITHIN RIGHT-OF-WAY MINIMUM PIPE COVER CHART MIN.LATERAL OR SERVICE COVER MIN.PIPE (MAIN) COVERUTILITYTYPEMAINTYPE 2.5’2’DISTRIBUTION WATER 3’2’**TRANSMISSION * PER PLAN (MIN.2’)5’STORM MAIN 5’1.5’STEP*** 6’4.5’STEF***SEWER: 6’GRAVITY 4.5 TONING WIRE REQUIRED FOR MAINS 12 ”DIA .AND LARGER SERVICES ONLY ALLOWED WHERE APPROVED TONING WIRE REQUIRED * *** o oDETAILNO.BY APPR.REV.NO.DATE CITY OF CAMAS -GENERAL DETAIL TRENCH DETAIL (IN R .O .W.) /0 -2/'(4 DATE IEo3/1 /07 JC1SCD ziLiG29/18/072 SCD JC DC 1 /1 /113 SCD JC zNOTTOSCALELU10/21 /144 SCD JC O PIPE DIA.+18”MAX. SURFACE MATERIAL PER NOTE #3 BELOW MARKING TAPE REQUIRED FOR ALL SANITARY LINES,1 ’ABOVE PIPEcrooBACKFILLTO.BE +v -v •'•APPROVED .NATIVE -,,' , : '.MATERIAL:,COMPACTED .. I’--’IN 1.2 ”'UFTS;->7 COcnT-cn |14 GA.HDPE (HMWPE)INSULATED COPPER CLAD STEEL TONING (GREEN FOR SEWER,BLUE FOR WATER)WIRE ON MAINS AND LATERALS WHEN REQUIRED (SEE CHART BELOW),SEAL SPLICE CONNECTIONS WITH 3 M DBY OR KING GEL CAPS EZ o<O in cnCD \/cn /\ \>:%DC NOTES:(/LU vl,.,>\—^ALL TRENCH COMPACTION SHALL MEET EXCEED 95%OF AASHTO T-99 BEDDING AND PRE-COVER TO BE APPROVED GRANULAR MATERIAL SURFACE RESTORATION SHALL CONSIST OF NATIVE BACKFILL MATERIAL AND VEGETATION RESTORATION AS REQUIRED. 1 .OR-)•o jMc\QC yoOO/LU XCO 2.z VLUcn*-PIPEOQC \\.b\,cn yMQ_DIA.+'1• :V I-://3.LU v +'i+K 'CL \^O LO cn O lCL/ZcnO ,;'\\>o X/V -U-.HLU :/s zYUCDX\>Y K \/Y\ TRENCH SECTION OUTSIDE OF R /W MINIMUM PIPE COVER CHART MIN.LATERAL OR SERVICE COVER MIN.PIPE (MAIN) COVERUTILITYTYPEMAINTYPE 2.5’2’DISTRIBUTIONWATER 3’2’**TRANSMISSION * PER PLAN (MIN.2’)5'STORM MAIN 5’1.5’STEP *** 6 ’4.5’SEWER:STEF*** 6 ’4.5’GRAVITY TONING WIRE REQUIRED FOR MAINS 12”DIA.AND LARGER SERVICES ONLY ALLOWED WHERE APPROVED TONING WIRE REQUIRED ****** o oBYAPPR.REV.NO.DATE DETAIL NO.CITY OF CAMAS -GENERAL DETAIL TRENCH DETAIL (OUTSIDE R .O.W.) /0 -2(-/4 Io3/1 /071 SCD JC zLUG31/1 /112 SCD JC DC ^/710/21 /143 SCD JC z4^NOT TO SCALE LUAPPROVEDBYDATEO FREQUENCYSTANDARD TESTING AGENCYCATEGORYTEST TIMING TEST REQUIREMENTS MIN.1 PER EVERY 3’DEPTH, EACH LOT AASHTO T—99 OR AASHTO T—180 MINIMUM COMPACTION REQUIRED:95%WITH T-99 OR 90%WITH T—180DAILY,AS MATL IS PLACEDLOTLOTAREACOMPACTIONCERTIFIEDLAB STREET/SUB SUBGRADE CUT SECTION COMPACTION CITY OF CAMAS ALL CITY OF CAMAS PRIOR TO BASE ROCK LOADED 10 CY TRUCK -PROOF ROLL EVERY 2500 CY.MIN.2; AND 1 PER 3 FT.OF DEPTHSTREET/SUB DAILY,AS MATL IS PLACEDAASHTOT—180 CERTIFIED LABSUBGRADEFILLCOMPACTION 95%MIN.COMPACTION STREET/SUB SUBGRADE FILL COMPACTION CITY OF CAMAS ALL CITY OF CAMAS PRIOR TO BASE ROCK LOADED 10 CY TRUCK -PROOF ROLL STREET/SUB PER STATION (0+25)SUBGRADE GRADE CHECK ELEV.CITY OF CAMAS CITY OF CAMAS PRIOR TO BASE ROCK +0.04’TOLERANCE STREET/ROCK ONE PER SOURCE CERTIFIED LAB PRIOR TO PLACEMENTBASEROCKGRADATIONWSDOT9-03.9 COPY TO INSPECTOR STREET/ROCK DAILY,AS MATY IS PLACEDBASEROCKCOMPACTIONAASHTOT-180 EVERY 1000 LF CERTIFIED LAB 95%MIN.COMPACTION STREET/ROCK PER STATION (0+25)BASE ROCK GRADE CHECK ELEV.CITY OF CAMAS CITY OF CAMAS PRIOR TO TOP ROCK MINIMUM SECTION REQUIRED STREET /ROCK TOP ROCK GRADATION WSDOT 9-03.9 ONE PER SOURCE CERTIFIED LAB PRIOR TO PLACEMENT COPY TO INSPECTOR STREET/ROCK TOP ROCK COMPACTION CITY OF CAMAS ALL CITY OF CAMAS PRIOR TO PAVEMENT LOADED 10 CY TRUCK -PROOF ROLL STREET/ROCK PER STATION (0+25)TOP ROCK GRADE CHECK ELEV.CITY OF CAMAS CITY OF CAMAS PRIOR TO PAVEMENT +0.02'TOLERANCE STREET/AC AS REQUIREDCITYOFCAMASSTORMSYSTEMINSPECTION CITY OF CAMAS PRIOR TO PLACEMENT SYSTEM TO BE 100%FUNCTIONAL STREET/AC AC GRADE &c OIL CONTENT WSDOT 9-03.8 ONE PER SOURCE CERTIFIED LAB PRIOR TO PLACEMENT COPY TO INSPECTOR STREET/AC AC COMPACTION AASHTO T—209 ONE EVERY 1000 TONS CERTIFIED LAB DURING PLACEMENT 91%MIN.COMPACTION UTILITY BACKFILL COMPACTION (IN RIGHT OF WAY)EVERY 500 FT,MIN 1/LINE;2 AT 100 FT FOR FAILED TESTSTRENCH DAILY,AS MAT*L IS PLACEDAASHTOT-180 CERTIFIED LAB 95%MIN.COMPACTION UTILITY BACKFILL COMPACTION (OUT OF RIGHT OF WAY)EVERY 500 FT,MIN 1/LINE;2 AT 100 FT FOR FAILED TESTS AASHTO T-99 OR AASHTO T-180 MINIMUM COMPACTION REQUIRED:95%WITH T-99 OR 90%WITH T-180TRENCHDAILY.AS MATY IS PLACEDCERTIFIEDLAB UTILITY BACKFILL COMPACTION (OVER 6 FT.IN DEPTH)AASHTO T-99 OR AASHTO T-180 EVERY 5 FT.OF DEPTH & SAME AS ABOVE MINIMUM COMPACTION REQUIRED:95%WITH T-99 OR 90%WITH T-180DAILY.AS MATL IS PLACEDTRENCHCERTIFIEDLAB STORM AT CITY REQUESTSTORMSEWERMANDRELTESTWSDOT7-17.3 CONTRACTOR EFFECTIVE LENGTH >D.MANDREL DIA >0.95DPRIORTOBASEROCK INSPECTION REPORT AND VIDEO RECORDING ON DVDSTORMATCITYREQUESTSTORMSEWERTVTESTWSDOT7-17.3 CONTRACTOR PRIOR TO BASE ROCK SEWER MAINS,LATERALSCONVENTIONALSEWER-AIR TEST WSDOT 7-17.3 CONTRACTOR PRIOR TO BASE ROCK 4 PSI FOR 1 MINUTE PER 100 LF OF MAIN STEF &CONVENTIONAL SEWER - MANDREL TESTSEWER AT CITY REQUESTWSDOT7-17.3 CONTRACTOR EFFECTIVE LENGTH >D,MANDREL DIA >0.95DPRIORTOBASEROCK STEF &CONVENTIONAL SEWER -TV TEST INSPECTION REPORT AND VIDEO RECORDING ON DVDSEWERREQUIREDONMAINSWSDOT7-17.3 CONTRACTOR PRIOR TO BASE ROCK 1:4 MH MINIMUM;ADD 1 MH PER FAILURE STEF &c CONVENTIONAL SEWER - MANHOLE VACUUM TEST AFTER PAVEMENT INSTALLED, PRIOR TO MANHOLE COATINGSEWER -10 IN.Hg VACUUM FOR 60 SECONDSCITYOFCAMASCERTIFIEDLAB SEWER MAINS,LATERALSWSDOT7-17.3STEFSEWER-AIR TEST CONTRACTOR PRIOR TO BASE ROCK 5 PSI FOR 1 MINUTER PER 100 FT. SEWER MAINS,SERVICESSTEFSEWER-TONE TEST CITY OF CAMAS CITY OF CAMAS PRIOR TO BASE ROCK CONTINUOUS TONE SEWER MAINS.SERVICESSTEPSEWER-TONE TEST CITY OF CAMAS CONTRACTOR PRIOR TO BASE ROCK CONTINUOUS TONE 15 MIN.AT 150 PSI (MIN.)OR WORKING PRESSURE (HIGHER OF 2),<200 PSIMAINS,AIR/VACSEWERSTEPSEWER-HYDROSTATIC TEST CITY OF CAMAS CITY OF CAMAS PRIOR TO BASE ROCK SEWER STEP SEWER -SERVICE CITY OF CAMAS ALL SERVICES CONTRACTOR PRIOR TO BASE ROCK 100 PSI FOR 30 SECONDS 50mg/l AT INSERTION.25 mg/I AFTER 24 HRS, AVAILABLE CHLORINE,WATER DEPT.TO FILL LINESWSDOT7-09.3 (24)WATER CHLORINATE WATER MAINS ALL CONTRACTOR PRIOR TO BACTERIA SAMPLE PRIOR TO PRESSURE TEST AND BASE ROCKWATERBACTERIAWATERSAMPLEAWWAMIN.1 PER BLOWOFF CITY OF CAMAS E.COLI &COLIFORM ABSENT 15 MIN.AT 200 PSI (MIN.)AT HIGH POINT. NOT TO EXCEED 250 PSI AT LOW POINT.WSDOT 7-09.3(23)MAIN,SERVICE,F.H.,AIR /VACWATERWATERLINEPRESSURETEST CONTRACTOR PRIOR TO BASE ROCK O£ OBYAPPR.REV.NO.DATE DETAIL NO.CITY OF CAMAS -GENERAL DETAIL oz5/1 /07 SCD JC1 FSTANDARDTESTINGREQUIREMENTSU1G41/1/11 SCD JC2 LLI 10/21 /14 JCSCD3 zNOTTOSCALEL±Jo NOTES: MINIMUM HORIZONTAL CLEARANCE BETWEEN WATER AND SEWER MAINS SHALL BE 10 FEET. MINIMUM HORIZONTAL CLEARANCE BETWEEN WATER OR SEWER MAINS AND FRANCHISE UTILITY MAINS SHALL BE 5 FEET. IF VERTICAL CLEARANCE IS LESS THAN 18”,THE SEWER PIPE SHALL BE ENCASED.MINIMUM CLEARANCE WITH CASING SHALL BE 6 ”. CASING SHALL BE A 20’LENGTH OF CLASS 200 P .V.C.WITH BOTH ENDS PLUGGED,OR 6”CLASS 3000 CEMENT CONCRETE AS SHOWN BELOW. MINIMUM VERTICAL CLEARANCE FOR WATER -ENCASEMENT,WATER -STORM OR SANITARY-STORM CROSSINGS SHALL BE 6 ”. SPACERS FOR PVC PIPE ENCASEMENT SHALL BE PSI RANGER II,OR EQUIVALENT,NON-METALLIC CASING ISOLATORS AS SHOWN IN SECTION B-B. RUBBER END SEALS FOR PVC PIPE ENCASEMENT SHALL BE PSI MODEL ”W”, MODEL ”S”OR EQUIVALENT. PIPE JOINTS WITHIN ENCASEMENT SHALL BE RESTRAINED JOINTS. NO PRIVATE UTILITES SHALL BE ALLOWED IN CITY OF CAMAS CASINGS 1. 2. WATER MAIN -x©3. 4. 18”MINIMUM CLEARANCE AT WATER MAIN SEWER CROSSING 5. 6.SANITARY SEWER 7. i 28. 9 .CROSSING WITHOUT ENCASEMENT PROFILE 10’10’—6 ”MIN.WATER MAIN ©LESS THAN 18”SANITARY SEWER SANITARY SEWERrA l ::*^4 •<.-.-4. O't •’A *rt CLASS 3000 CONCRETE CASING4.'V•".4..-•»4'*• CLASS 3000 CONCRETE CASING 6 ”TYPICALA SECTION A -ACEMENTCONCRETEENCASEMENTPROFILE CLASS 200 PVC PIPE CASING CLASS 3000 CEMENT CONCRETE, RUBBER END SEALS OR AS SPECIFIED10’10’i—6 ”MIN. WATER MAIN ©LESS THAN 18”SANITARY SEWEREB SANITARY SEWER PIPE CLASS 200 PVC PIPE CASING CASING ISOLATORS (NOTE 4) SPACED PER MANUFACTURER RECOMMENDATIONS T 5EH B SECTION B -BPVCPIPEENCASEMENTPROFILE o$o oBYAPPR.DATE?EV.NO.DETAIL NO.zCITYOFCAMAS-GENERAL DETAIL CO5/1 /07 SCD JC1 inUTILITYCROSSING&MINIMUM SEPARATION ^2,—/0"2(-/*4- o1/1 /11 G 5JC2SCD CdCJ10/21 /14 SCD JC3 zNOTTOSCALELUAILAPPROVEDBYDATEO CITY 0 CAMAS CITY ENGINEER DATE REVISION SHEETS AFFECTED INITIAL APPROVAL DATENO. LdcrDATEBYAPPR.DETAIL NO.REV.NO.z>CITY OF CAMAS -GENERAL DETAIL <1 /1 /111 SCD JC SIGNATURE AND REVISION BLOCK h4-H DETAIL APPROVED BY DATE zoG6crnLzNOTTOSCALELUO EASEMENT DESIGN NOTES : 1 .PUBLIC EASEMENTS FOR WATER,SEWER OR STORMWATER UTILITES LOCATED BETWEEN LOTS, ALONG BACK LOT LINES,WITHIN OPEN SPACES OR THROUGH OTHER TRACTS OR PARCELS WITHIN OR ADJACENT TO A DEVELOPMENT ARE DISCOURAGED AND ONLY ALLOWED ON A CASE BY CASE BASIS AS APPROVED BY THE CITY. IF SUCH EASEMENT IS ALLOWED THE FOLLOWING REQUIREMENTS AND RESTRICTIONS SHALL THEREBY APPLY TO ALL SUCH EASEMENTS UNLESS SUCH REQUIREMENTS AND RESTRICTIONS ARE SPECIFICALLY WAIVED BY THE CITY. ALL PUBLIC UTILITIES LOCATED WITHIN A PERMITTED EASEMENT SHALL BE INSTALLED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF CITY OF CAMAS GENERAL DETAIL #G2 AS SHOWN IN THE CITY OF CAMAS DESIGN STANDARD MANUAL CONSTRUCTION OR INSTALLATION OF ACCESSORY STRUCTURES,SHEDS,BRICK CONCRETE OR MASONRY GRILLS OR BARBEQUES,DECKS,PLAY STRUCTURES,JUNGLE GYMS,SWING SETS,COVERED PATIOS,SWIMMING POOLS,SPORT COURTS,BRICK OR STONE PAVER WALKWAYS OR DRIVES,LANDSCAPING (OTHER THAN BARK DUST OR LAWN),LANDSCAPING WATER FEATURES SUCH AS COY PONDS OR WATERFALLS,RAISED BED GARDENS OR ANY OTHER PERMANENT OR SEMI -PERMANENT IMPROVEMENTS WITHIN OR ACROSS THE LIMITS OF THE EASEMENT IS PROHIBITED. CONSTRUCTION OR INSTALLATION OF CONCRETE SIDEWALKS OR DRIVEWAYS,ASPHALT DRIVEWAYS OR PATHS,GRAVEL DRIVES OR RV PADS,LAWNS OR BARK DUST AREAS ARE ALLOWED WITHIN THE LIMITS OF THE EASEMENT. SHOULD THE CITY BE REQUIRED TO DISRUPT THE SURFACE OF THE UTILITY EASEMENT THE CITY WILL PROVIDE SURFACE RESTORATION LIMITED TO THOSE APPROVED SURFACE TREATMENTS NOTED IN SECTION c .ABOVE. FOR PUBLIC UTILITY EASEMENTS LOCATED ON SLOPES OF 6 %OR GREATER (CROSS SLOPE OR PROFILE GRADE)THERE SHALL BE INSTALLED A MINIMUM 12’WIDE ACCESS ROAD CAPABLE OF SUPPORTING AN H 20 TRAFFIC LOAD INSTALLED WITH A MAXIMUM CROSS SLOPE OF 2%.FOR PROFILE GRADES 6 %OR STEEPER (TO A MAXIMUM GRADE OF 15%) THE MINIMUM 12’WIDE SURFACE WIDTH SHALL BE PAVED. 2. a. b. c. d . e. CD o zREV.NO.DATE BY APPR.DETAIL NO.CITY OF CAMAS -GENERAL DETAIL LU 210/21 /141 SCD JC LLJUTILITYEASEMENTNOTES00G7<LU ;O ~2/~/4 zNOTTOSCALELUDATECD zo z moco “070 <> m a=d EASEMENT OR PROPERTY LINEmco CnCOoUNDERGROUNDUTILITYJZ>ro oo N3CDczoomoo>o UNDERGROUND UTILITYrno•-om cnmGOoEASEMENTORPROPERTYLINEu z o -< o o> >CO m>COm mz CO GEN-EASEMENT.DWG WASHINGTON Erosion Control /Grading Details City of Camas 616 NE Fourth Avenue P .O.Box 1055 Camas ,WA 98607 www.citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date :10/28 /02 Revision Date:10/21/14 (Partial) City of Camas Erosion Control Details ~INDEX Detail No.Detail Name EC1 GRADING NOTES EC2 EROSION CONTROL NOTES EC 3 EROSION CONTROL NOTES Rev.Rev.Date 1/1/2011 1/1/2011 1/1/2011 2 2 2 1/1/2011 1/1/2011 3/1/2012 2EC4WATERQUALITYNOTES EC5 EROSION CONTROL MATRIX EC6 STABILIZED CONSTRUCTION ENTRANCE 2 3 2 1/1/2011 1/1/2011 1/1/2011 EC7 WHEEL WASH EC 8 INLET PROTECTION -CURB SEDIMENT TRAPS EC 9 INLET PROTECTION -CATCH BASIN INSERT 2 2 1/1/2011 1/1/2011 3/1/2012 2EC10 EC11 EC12 INLET PROTECTION -COMBINATION INLET INLET PROTECTION -BIOBAGS SILT FENCE 2 3 3/1/2012 1/1/2011 1/1/2011 3EC13SILTFENCEFORHOMEBUILDERS EC14 STRAW WATTLES ON SLOPE EC15 STRAW WATTLES BEHIND CURB 2 1 1 1/1/2011 1/1/2011 1/1/2011 EC16 BRUSH BARRIER EC17 SURFACE ROUGHENING -TRACKING &FURROWS EC18 SURFACE ROUGHENING -GRADIENT TERRACES 2 2 1/1/2011 1/1/2011 1/1/2011 2EC19SURFACEROUGHENING-STAIR STEPS &GROOVES EC20 EROSION CONTROL BLANKETS EC21 GRASS-LINED CHANNELS 2 2 2 1/1/2011 1/1/2011 1/1/2011 EC22 TEMPORARY SEDIMENT TRAP EC23 CHECK DAMS EC24 INTERCEPTOR SWALE AND DIKE 2 2 1 /1/2011 1/1/2011 1/1/2011 2EC25PIPESLOPEDRAIN EC26 TEMPORARY SEDIMENT POND EC27 STOCKPILE PROTECTION 2 1 1 6/11/2012EC28CONSTRUCTIONENTRANCEFORHOMEBUILDERS GRADING NOTES: ALL GRADING SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D.O.T. STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION AND THE CITY OF CAMAS DESIGN STANDARDS MANUAL 1 . THE LIMITS OF CLEARING SHALL BE FLAGGED PRIOR TO CLEARING AND GRUBBING OF THE SITE.2. 3.ANY EXISTING TREES TO REMAIN WITHIN THE CLEARING LIMITS SHALL BE MARKED AND PROTECTED FROM DAMAGE. 4.PRIOR TO ANY FILL PLACEMENT,ALL AREAS WHICH WILL RECEIVE STRUCTURAL FILL SHALL BE EXCAVATED TO FIRM,NON -ORGANIC,UNDISTURBED NATIVE GROUND.THE STRIPPED AREAS SHALL BE OBSERVED AND ACCEPTED BY THE GEOTECHNICAL ENGINEER AND THE CITY OF CAMAS INSPECTOR . ALL LOT FILLS SHALL MEET 95 %OF AASHTO T-99 COMPACTION.5. ALL RIGHT-OF-WAY FILLS SHALL MEET 95 %OF AASHTO T-180 COMPACTION.6 . FILLS SHALL BE INSTALLED IN VERTICAL LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND SHALL BE COMPACTED AS PREVIOUSLY NOTED .7. 8.FILLS PLACED ON SLOPES EXCEEDING 5H:IV SHALL BE KEYED AND BENCHED,GEOTECHNICAL APPROVAL REQUIRED PRIOR TO ANY FILL PLACEMENT. 9.ALL SURFACES SHALL BE GRADED SMOOTH AND BE FREE OF IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER . 10.ALL CUT AND FILL SLOPES SHALL NOT EXCEED 2:1 SLOPES. 11.ANY EXCESS MATERIAL NOT REQUIRED TO MEET THE GRADES SHOWN ON THE PLANS SHALL BE HAULED FROM THE SITE TO A CONTRACTOR PROVIDED WASTE SITE.IF WASTE SITE IS WITHIN CITY LIMITS,A GRADING PERMIT MAY BE REQUIRED . 12.ALL EXPOSED AND UN WORKED SOILS SHALL BE STABILIZED BY SUITABLE APPLICATION OF EROSION CONTROL BMP ’S. 13.ALL SURFACES REQUIRING VEGETATION SHALL BE ROUGHENED PRIOR TO SEEDING (l.E.WHEEL TRACKED PERPENDICULAR TO SURFACE FLOW TO REDUCE EROSION AND HELP VEGETATION ). 14.FINAL GEOTECHNICAL SUMMARY REPORT,INCLUDING ALL COMPACTION TESTING RESULTS,SHALL BE SUBMITTED UPON COMPLETION OF SITE GRADING WORK. oBYREV.NO.DATE APPR.DETAIL NO.£CITY OF CAMAS -EROSION CONTROL DETAIL o9/18/07 SCD1 JC uiGRADINGNOTESLJJEC11/1 /112 SCD JC O)/-4 -If Z INOTTOSCALEuDETAILAPPROVEDBYDATEUJ EROSION /SEDIEMENT CONTROL NOTES: THE EROSION /SEDIMENT CONTROL (ESC)PLAN AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP ) IS TO BE UTILIZED AS A GUIDE TO CONTROL THE TRANSPORT OF LOOSE SOILS TO THE PROPERTY OUTSIDE OF THE CONSTRUCTION AREA AND AROUND THE CONSTRUCTION SITE.THE ESC MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 1 . THE IMPLEMENTATION OF THE ESC PLANS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT AND UPGRADING OF THE ESC MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANENT VEGETATION /LANDSCAPING IS ESTABLISHED. 2. IF THE CITY INSPECTOR OR ENGINEER (S)HAS EVIDENCE OF POOR CONSTRUCTION PRACTICES OR EROSION CONTROL TECHNIQUES,A "STOP WORK "ORDER SHALL BE ISSUED UNTIL PROPER MEASURES HAVE BEEN TAKEN AND APPROVED BY THE CITY ENGINEERING STAFF. 3. THE CONTRACTORS SHALL BE RESPONSIBLE TO FAMILIARIZE THEMSELVES WITH THE MOST RECENTLY ADOPTED EDITION OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON,VOL II AND THE CITY OF CAMAS MUNICIPAL CODE 14.06 (2011). 4. ALL EROSION /SEDIMENT CONTROL MEASURES SHALL BE IN PLACE AND IN WORKING CONDITION PRIOR TO DISTURBING AND EXPOSING ANY SOIL SURFACES (I.E.CONSTRUCTION ENTRANCES,FILTER FABRIC SEDIMENT BARRIERS,AND SEDIMENTATION TRAPS)AND MAINTAINED FOR THE DURATION OF THE PROJECT.TRAPPED SEDIMENT IN EXCESS OF 1 FOOT SHALL BE REMOVED OR STABILIZED ON -SITE. DISTURBED SOIL AREAS RESULTING FROM VEGETATION REMOVAL SHALL BE PERMANENTLY STABILIZED. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5. 6.TO MINIMIZE EROSION AND SEDIMENTATION TRANSPORTATION,EARTHWORK SHALL NOT BE PERFORMED WHILE SOILS ARE IN AN UNSTABLE STATE DUE TO PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO HAVE CLEARING LIMITS AND /OR ANY EASEMENTS, SENSITIVE OR CRITICAL AREAS,AND THEIR BUFFERS,TREES,AND DRAINAGE COURSES FLAGGED PRIOR TO CONSTRUCTION.DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED.FLAGGING LIMITS ARE TO BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 7. REMOVE ONLY THOSE TREES AND SHRUBS THAT NEED TO BE REMOVED FOR THE CONSTRUCTION OF ROADS,SIDEWALKS,UTILITIES,AND STORMWATER FACILITIES. 8. ALL EXISTING AND NEWLY CONSTRUCTED ROAD CATCH BASINS AND CURB INLETS AFFECTED BY CONSTRUCTION SHALL BE PROTECTED AGAINST SEDIMENT DEPOSITS.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. 10.ALL POLLUTANTS THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER SYSTEM . 11.ALL DISTURBED SOIL SURFACES ARE TO BE STABILIZED BY A SUITABLE APPLICATION OF "BEST MANAGEMENT PRACTICES "(BMP ’S).DURING THE PERIOD OF OCTOBER 1 THROUGH JULY 5 DISTURBED SOILS MAY REMAIN UNSTABILIZED FOR UP TO TWO DAYS WHEN NOT BEING WORKED.FROM JULY 5 THROUGH OCTOBER 1 ,DISTURBED SOILS MAY REMAIN UNSTABILIZED FOR UP TO 7 DAYS WHEN NOT BEING WORKED.STABILIZATION OF DISTURBED SOIL AREAS MAY CONSIST OF HYDROSEEDING, HAND -SEEDING AND MULCHING,PLACEMENT OF EROSION CONTROL BLANKETS OR PLASTIC.ALL SEEDED AREAS ARE TO BE FERTILIZED,WATERED,AND MAINTAINED TO ENSURE THAT THE GROWTH OF VEGETATION OCCURS AS SOON AS POSSIBLE. 12.ALL TEMPORARY SEDIMENT AND EROSION CONTROL BMP ’S SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMP ’S ARE NO LONGER NEEDED. oBYAPPR.DETAIL NO.5=REV.NO.DATE CITY OF CAMAS -EROSION CONTROL DETAIL o9/18 /07 SD JC1 inEROSION/SEDIMENT CONTROL NOTES /~fv/ LdEC21/1 /112 SCD JC o DETAIL APPROVED BY z INOTTOSCALEoDATEUJ EROSION /SEDIMENT CONTROL NOTES (CONTINUEDV. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POLICING THE JOB SITE DAILY AND MAINTAINING THE EROSION /SEDIMENT CONTROL MEASURES THROUGHOUT ALL PHASES OF CONSTRUCTION.AN INSPECTION LOG SHALL BE KEPT AND MADE AVAILABLE TO THE CITY OF CAMAS.THE POLICING AND MAINTENANCE SHALL INCLUDE,BUT NOT BE LIMITED TO: -VERIFYING THAT ALL AREAS ARE GRADED SUCH THAT ALL RUNOFF IS DIRECTED TO A SEDIMENTATION DEVICE BEFORE DISCHARGE TO SURFACE. -REMOVAL OF TRAPPED SILT AT SILT BARRIERS,SILT TRAPS,OR POINTS OF ACCUMULATION. -ADDITIONAL PROTECTIVE MEASURES DUE TO JOB SITE OR WEATHER CONDITIONS AS REQUIRED BY THE CITY OF CAMAS. -MONITORING OF VEHICLES LEAVING THE SITE TO MINIMIZE TRANSMISSION OF LOOSE SOILS TO THE PUBLIC ROADWAYS. -VERIFY THAT ALL PROPERTIES ADJACENT TO THE PROJECT SITE ARE PROTECTED FROM SEDIMENTATION DEPOSITION.THIS MAY BE ACCOMPLISHED BY INSTALLING PERIMETER CONTROLS SUCH AS SEDIMENTATION BARRIERS.FILTERS OR DIKES,SEDIMENTATION BASINS /TRAPS,OR BY A COMBINATION OF SUCH MEASURES. 14.CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION.SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH EROSION /SEDIMENT CONTROL NOTE 11. SLOPES FOUND TO BE ERODING EXCESSIVELY WITHIN TWO YEARS OF CONSTRUCTION MUST BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES.THESE MEASURES MAY CONSIST OF ROUGHENED SOIL SURFACES,INTERCEPTORS,DIVERSIONS OR TERRACES.TEMPORARY OR PERMANENT CHANNELS, ADDITIONAL VEGETATION,OR PIPE SLOPE DRAINS AS REQUIRED BY THE CITY OF CAMAS UNTIL THE PROBLEM IS CORRECTED. 15.THE ESC MEASURES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING ANY STORM EVENT. 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING UNDERGROUND UTILITIES AS SPECIFIED BELOW: -WHERE FEASIBLE,NO MORE THAN 500 FEET OF TRENCH SHALL BE OPEN AT ONE TIME. -WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS,EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. -TRENCH DE -WATER DEVICES SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 17.PRIOR TO CONSTRUCTION,THE CITY OF CAMAS REQUIRES AN APPROVED FORM OF SECURITY IN THE AMOUNT OF 200 %OF THE ENGINEER ’S ESTIMATED COST OF THE ESC MEASURES,INCLUDING ASSOCIATED LABOR ,AS SHOWN IN THE APPROVED ESC PLAN AND SWPPP. 18.SUGGESTED STANDARD SEED MIXTURE FOR THOSE AREAS WHERE A TEMPORARY VEGETATIVE COVER IS REQUIRED: TEMPORARY EROSION CONTROL MIX * SEED VARIETY %WEIGHT %PURITY %GERMINATION CHEWINGS OR ANNUAL BLUE GRASS (FESTUCA RUBRA VAR.COMMUTATA OR POA ANNA) PERENNIAL RYE (LOLIUM PERENNE) REDTOP OR COLONIAL BENTGRASS (AGROSTIS ALBA OR AGROSTIS TENUIS) WHITE DUTCH CLOVER (TRIFOLIUM REPENS) *APPLICATION RATE OF 120 LBS/ACRE AND COVERED WITH STRAW OR MULCH 40 98 90 50 98 90 92 855 5 98 90 19 .SUGGESTED TURF SEED MIXTURE FOR DRY SITUATIONS WHERE THERE IS NO NEED FOR MUCH WATER : LOW-GROWING TURF SEED MIX * SEED VARIETY %WEIGHT %PURITY %GERMINATION DWARF TALL FESCUE (SEVERAL VARIETIES) (FESTUCA ARUNDINACEA VAR.) DWARF PERENNIAL RYE (LOLIUM PERENNE VAR.BARCLAY) RED FESCUE (FESTUCA RUBRA) COLONIAL BENTGRASS (AGROSTIS TENUIS) *APPLICATION RATE OF 120 LBS/ACRE AND COVERED WITH STRAW OR MULCH 45 98 90 98 9030 9820 90 98 905 oBYAPPR.REV.NO.DATE DETAIL NO.£CITY OF CAMAS -EROSION CONTROL DETAIL o9/18 /07 JC1SD mEROSION/SEDIMENT CONTROL NOTES dZjrzz. LUEC31/1 /112 JCSCD o2/-//NOT TO SCALE oDETAILAPPROVEDBYDATELd WATER QUALITY NOTES: GRADE BIOFILTRATION SWALE CAREFULLY TO ATTAIN UNIFORM LONGITUDINAL AND LATERAL SLOPES IN ORDER TO ELIMINATE HIGH AND LOW SPOTS. 1. 2.VEGETATION IN BIOFILTRATION SYSTEMS SHALL BECOME FULLY ESTABLISHED PRIOR TO INSTALLATION OF AC PAVEMENT FOR ALL AREAS DRAINING INTO THE WATER QUALITY SYSTEM.IF SOD IS PLACED IN BIOFILTRATION SYSTEM PRIOR TO PAVING,THE CONTRACTOR SHALL OVERSEED THE SOD WITH THE SPECIFIED SEED MIX PRIOR TO COMPLETION OF THE PROJECT. 3.BIOFILTRATION SYSTEMS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE CITY.THIS SHALL INCLUDE IRRIGATING,MOWING,AND ALL OTHER MAINTENANCE AS REQUIRED TO MAINTAIN A HEALTHY STAND OF GRASS. SUGGESTED STANDARD SEED MIXTURE FOR BIOFILTRATION SWALE APPLICATIONS: BIOSWALE SEED MIX * SEED VARIETY 4. %WEIGHT %PURITY %GERMINATION TALL OR MEADOW FESCUE (FESTUCA ARUNDINACEA OR FESTUCA ELATIOR) SEASIDE/CREEPING BENTGRASS (AGROSTIS PALUSTRIS) REDTOP BENTGRASS (AGROSTIS ALBA OR AGROSTIS GIGANTEA) *APPLICATION RATE OF 120 LBS/ACRE AND COVERED WITH STRAW OR MULCH 75-80 98 90 10-15 92 85 5-10 90 80 oDATEBYAPPR.REV.NO.DETAIL NO.^CITY OF CAMAS -EROSION CONTROL DETAIL o9/18 /07 SD JC1 ooWATERQUALITYNOTESUJ1/1 /11 EC 42SCDJC o AIL APPROVED BY /-7 7/1 zINOTTOSCALEoDATELd <t>o3-i^On i CD O CL CT COw'R nr-f Q_ c —i (i j%-1 CDfo-5CLO^ o cr c/) 3 0 0)3 9-. o «3 3 ^CD W COo9 o 5:CO^\0) ft)>ft) 3 Q CL /--o 3 cr 5:CO0>O <0)=5 0) 5-9:8 °- ^8 *3 8 2-?3-=r Q ^°Oy N) EROSION CONTROL MATRIX i m O 05i3 o co 2 9-. O CO2ft)2 A 0)—*3 O "* -*W CDill O O 70§31"TO o mO<3 (/>-o a ^ 3 o 8 2a-'o W o 1/5 §!CL 0) O 2- I? 3 O CO m ?2.O 0)9: i/>-»^ o—•-\5 0 CL“D I(/)0)3 3§§ .J3-cr8gwX- 8 on-o 2.*3 CD ^O -K^fD 0)n A 0)£T> 5 O^52-O 5- O U)%=ro0)3 2. O w S-c -ooO CDIs 5 ° EROSION MEASURES Crf 3 Q U) O 0)o-1 (00)Q. noS33 _.~o=*??CL CD I?~CL -O ft> OO^O -*ft)X) ow el5crft)2 ^0 o Q c o =r3W0)ft) s sh *w 6-o ’s ft>9vocx05Q-3 0)D.SITE 3nII«a cr o)o -)CL 3 .!o CL 3MON35Ooc.52.n fo 3 ^> 05O3SITUATIONiO3-»o oooo52-3 0)o3oo 053 *Q O Oo3CD SINGLE FAMILY /DUPLEX RES. 50%+of site,slope <20% 50%+of site,slope >20% 0XX 0 NA NA XXX00NANA0X <5000 sq .ft.DISTURBED AREA xxX 0 X 0 0 NA NA X OTHER DISTURBED SITES slope <6%<8%<10 %<12 %<15%<20 %<50% <40%>=40% X X X X 0 0 0 0 Xx700’ x 450 ’ x 300 ’ x 200 ‘ x 150 ’ x 100 ’ NAXX 0 0 0X 0 XXXNAX0000XXXNAX0000XXXNAX0000XXXNAX0000XXXNAX0000X50’X X X NA X 0 0 0 0x Xx25’X X X NA X 0 0 0 0 0 X25’X X X NA X 0 NA NA NAx 0 X OTHER spoils stock piles utilities construction catch basin drainage direct ditch drainage ditches/swales X X X XXX KEY:X -Base Measures Yeor -oround Construction 0 -Option /Alternate to X NA -Not Allowed OREV.NO.DATE BY APPR.CITY OF CAMAS ~EROSION CONTROL DETAIL EROSION CONTROL MATRIX /*l'4 -f / DETAIL APPROVED BY DETAIL NO.£o9/18 /071 SCD JC in1/1 /112 SCD JC LJEC5--7 ozINOTTOSCALEDATEo REV . NO . 1 2 3 6" MIN. HEIGHT GRAVEL BERM NOTES: _FLOW SECTION B-B EXISTING PAVEMENT OR APPROVED ACCESS POINT CONSTRUCTION GEO TE XTILE REQUIRED FOR SO IL STABILIZATION 100' MIN. (SEE NO TE S) 1. 100 FOOT MINIMUM MAY BE REDUCED TO 50 FOOT MINIMUM FOR SITES WITH LESS THAN ONE ACRE OF EXPOSED SOIL, IF APPROVED BY SITE INSPECTOR . 2 . 20 FOOT MINIMUM LE NGTH FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL. 3. ROCK SHALL BE REMOVED AND REPLACED, OR ADDITIONAL ROCK ADDED IF ENTRANCE FAILS TO FUNCTION AS INTENDED. SUBGRADE REINFORCEMENT GEOTE XTILE 8" MIN . E XISTING SURFACE DEPTH ISOMETRIC VIEW SUBGRADE REINFORCEMENT GEOTE XTILE SECTION A-A INSTALL TEMPORAR Y CULVERT IF ROADSIDE DITCH EX ISTS 4"-8" QUARRY SPALLS (2" MIN . SIZE FOR SINGLE FAMILY/DUPLEX SITES) > ~B PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA 20' MIN . DATE BY APPR . CITY OF CAMAS -EROSION CONTROL DETAIL DETAIL NO. 8 /17/07 SCD JC STABILIZED CONSTRUCTION ENTRANCE EC6 1/1/11 SCD JC 7 _ 3 /1/12 SCD JC 3-;'-/z /C-& DATE NOT TO SCALE () ~ 0 ~ 0:: f-z w z 0 u I u w ”SCHEDULE 40 A r 5 1 1 /2”SCHEDULE 40 EOR SPRAYERS47s Z 7? 5:15:12%2 % SLOPESLOPESLOPE SLOPE 31:1 SLOPE A WHEEL WASH PLAN 15’50’15’15 ’20’ WATER LEVEL 1:1 SLOPE ELEVATION VIEW 18’ hNOTES: ASPHALT CONSTRUCTION ENTRANCE 6 IN.ASPHALT TREATED BASE (ATB). 3 IN.TRASH PUMP WITH FLOATS ON THE SUCTION HOSE. MIDPOINT SPRAY NOZZLES,IF NEEDED. 6 IN.SEWER PIPE WITH BUTTERFLY VALVES.BOTTOM ONE IS A DRAIN.LOCATE TOP PIPE’S INVERT 1 -FT.ABOVE BOTTOM OF WHEEL WASH. 8 FT.X 8 FT.SUMP WITH 5-FT.OF CATCHMENT BUILD SO IT CAN BE CLEANED WITH TRACKHOE. 6 IN.ASPHALT CURB ON THE LOW ROAD SIDE TO DIRECT WATER BACK TO POND. 6 IN.SLEEVE UNDER ROAD. BALL VALVES. 15 FT.ATB APRON TO PROTECT GROUND FROM SPLASHING WATER. SEDIMENT LADEN WATER SHALL BE PUMPED INTO A BAKER TANK AND REMOVED. 1 . 5’12’2 . 3. 4.SECTION A -A 5. 6. 7. 8. 9. 10.o$o XinAPPR.DATE BY DETAIL NO.REV.NO.CITY OF CAMAS ~EROSION CONTROL DETAIL <Hi9/18 /07 SCO JC1 WHEEL WASH LUEC71/1 /11 SCD JC2 Ld /-4'!// INOTTOSCALEoDETAILAPPROVEDBYDATELLJ APPROXIMATE SPACING BETWEEN BARRIERS 20’O.C. SPACING FLOWLINE BAG HEIGHT MUST NOT EXCEED THE HEIGHT OF THE CURB INLET STRUCTURE ACCUMULATED SEDIMENT TO BE REMOVED TREATED FLOWSSEDIMENT LADEN FLOW BIOBAGS OR GRAVEL BAG INSTALL ACCEPTABLE INLET BARRIER STREET BIOBAGS OR GRAVEL BAG FILTERS e>DETAIL NO.^BYDATE APPR.REV.NO.oT -Q CITY OF CAMAS -EROSION CONTROL DETAILH4?o 9 /18 /07 &SKSCO1JC c/iINLETPROTECTION-CURB SEDIMENT TRAPS EC 81/1 /11 LLJSCD2JC zn/-*-//43d.INOTTOSCALE/NQ CJDE-TAIL APPROVED BY DATE o£ocn Ld z oLd USE SANDBAGS TO HOLD FABRIC IN PLACE OR ANCHOR UNDER ACCESS LIDCATCHBASINGRATE FILTER MAT 4'X 4’FILTER MAT (SANDBAGS NOT SHOWN) 4 A A A SECTION A -A NOTES: USE FILTER MAT SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING STREET,WITH MINIMAL NEED.WHERE WATER CAN FILTER AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 1. 2. 3. o£DETAIL NO.DATE BY APPR.REV.NO.CITY OF CAMAS -EROSION CONTROL DETAIL o 9 /18 /07 SCD JC1 INLET PROTECTION -COMBINATION INLET EC101/1 /11 LdSCDJC2n.2 INOTTOSCALEoDETAILAPPROVEDBYDATELd / FLOW DIRECTION / AREA DRAIN FLOW DIRECTION FLOW DIRECTION RTUyVjTTT CATCH BASIN NOTES: MAY BE USED SHORT TERM WITH UTILITY WORK AND WITH PHASING OF DEVELOPMENT (E.G.HOME BUILDERS). REPLACE WITH NEW BAGS AS EXISTING BAGS BECOME SILT LADEN. 1. 2. A A FLOW DIRECTIONIFLOW DIRECTION DITCH BOTTOM K SECTION A -APLAN DITCH INLET oDETAILNO.^BY APPR.REV.NO.DATE CITY OF CAMAS -EROSION CONTROL DETAIL o 9 /18/07 SCD JC1 GOBIOBAGSEC111/1 /11 Ld2SCDJC z NOT TO SCALE oDETAILAPPROVEDBYDATEUJ STITCHED LOOPS OVER 2”X 2”POST36”WIDE ROLL GEOTEXTILE EOR TEMPORARY SILT FENCE Q BACKFILL WITH NATIVE SOIL AND COMPACT 24”MIN. 30”MAX. t 12” V BURY GEOTEXTILE IN TRENCH 4” 6’MAXIMUM SPACING SIDE VIEW ELEVATION VIEW NOTES: MAXIMIZE DETENTION OF STORMWATER BY PLACING FENCE AS FAR AWAY FROM THE TOE OF SLOPE AS POSSIBLE WITHOUT ENCROACHING ON SENSITIVE AREAS OR OUTSIDE OF THE CLEARING BOUNDARIES. BURY BOTTOM OF FILTER FABRIC 6 ”VERTICALLY BELOW FINISHED GRADE. COMPACT ALL AREAS OF FABRIC TRENCH. POSTS SHALL BE WOOD,DIMENSIONAL FIR OR PINE,2”X 2”NOMINAL. STITCHED LOOPS SHALL BE INSTALLED ON UPHILL SIDE OF FENCE. INSTALL SEDIMENT FENCING ALONG CONTOURS WHENEVER POSSIBLE. INSTALL THE ENDS OF THE SEDIMENT FENCE TO POINT SLIGHTLY UP -SLOPE TO PREVENT SEDIMENT FROM FLOWING AROUND THE ENDS OF THE FENCE. SEDIMENT BUILDUP IN EXCESS OF 8-INCHES SHALL BE REMOVED. 1 . 2.ANGLE BOTH ENDS OF FABRIC FENCE TO ASSURE SEDIMENT IS TRAPPED 3. 4. 5.INTERLOCK 2”x 2” POSTS AND ATTACH 6. 7. nn nn 8.TOP VIEW o$o BY APPR.DETAIL NO.UJDATEREV.NO.CITY OF CAMAS -EROSION CONTROL DETAIL oz9/18 /07 SCD JC1 LdSILTFENCELi_EC121/1 /112 SCD JC oLdzfcr3/1 /12 SCD JC3 •5W-/2_ NOT TO SCALE oDETAILAPPROVEDBYDATELd STITCHED LOOPS OVER 2 ”X 2”POST36”WIDE ROLL GEOTEXTILE FOR TEMPORARY SILT FENCE Q BACKFILL WITH NATIVE SOIL AND COMPACT 24”MIN. 30”MAX .CURB i 12” V V BURY GEOTEXTILE IN TRENCH 4” 6 ’MAXIMUM SPACING SIDE VIEW ELEVATION VIEW NOTES: MAXIMIZE DETENTION OF STORMWATER BY PLACING FENCE AS FAR AWAY FROM THE TOE OF SLOPE AS POSSIBLE WITHOUT ENCROACHING ON SENSITIVE AREAS OR OUTSIDE OF THE CLEARING BOUNDARIES. INSTALL FENCE BEHIND CURB FOR LOTS THAT SLOPE DOWN TO CURB LINE. BURY BOTTOM OF FILTER FABRIC 6 ”VERTICALLY BELOW FINISHED GRADE. COMPACT ALL AREAS OF FABRIC TRENCH. POSTS SHALL BE WOOD,DIMENSIONAL FIR OR PINE,2”X 2 ”NOMINAL. STITCHED LOOPS SHALL BE INSTALLED ON UPHILL SIDE OF FENCE. INSTALL SEDIMENT FENCING ALONG CONTOURS WHENEVER POSSIBLE. INSTALL THE ENDS OF THE SEDIMENT FENCE TO POINT SLIGHTLY UP-SLOPE TO PREVENT SEDIMENT FROM FLOWING AROUND THE ENDS OF THE FENCE. SEDIMENT BUILDUP IN EXCESS OF 8-INCHES SHALL BE REMOVED. 1. 2.ANGLE BOTH ENDS OF FABRIC FENCE TO ASSURE SEDIMENT IS TRAPPED 2. INTERLOCK 2”x 2” POSTS AND ATTACH 3. 4. 5.n n nnn n n 6 . 7. CURB FACE 8. TOP VIEW o o BY APPR.REV.NO.DATE DETAIL NO.LdCITYOFCAMAS-EROSION CONTROL DETAIL oz9/18 /07 SCD JC1 LdSILTFENCEFORHOMEBUILDERSEC131/1 /112 SCD JC oLdX.3 /1 /12 SCD JC co3-/-/zJ>NOT TO SCALE oDETAILAPPROVEDBYDATELd o$ O LJ <£ OLJ 5’SIDEWALK CATCHMENT AREA CURBlsLCN1CD 8"-10"DIA . STRAW WATTLE NOTES: INSTALL WATTLES BEHIND CURB IN 5’SIDEWALK CATCHMENT AREA OR PLANTER STRIP. WATTLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.SPEC.9-14.5(5). WATTLES SHALL BE INSPECTED REGULARLY,AND IMMEDIATELY AETER A RUNOEF PRODUCING RAINFALL,TO ENSURE THEY REMAIN THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. SEDIMENT BUILDUP IN EXCESS OF 4-INCHES IS TO BE REMOVED . INSTALL WATTLES SNUGLY AGAINST THE BACK OF CURB USING 1 ”x 1 "FIR OR PINE STAKE. WATTLES TIGHTLY,END TO END ,WITHOUT OVERLAPPING THE ENDS. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLE AND INTO THE SOIL,WHEN SOIL CONDITIONS REQUIRE. 1 . 2. 3. 4. ABUT ADJACENT5. 6 . o$DETAIL NODATEBYAPPR.REV.NO.CITY OF CAMAS -EROSION CONTROL DETAIL LU1/1 /11 SCD JC1 STRAW WATTLES BEHIND CURB EC15 <a $ NOT TO SCALE oDETAILAPPROVEDBYDATELd oDETAILNO.^REV.NO.DATE BY APPR.Of _C4 CITY OF CAMAS -EROSION CONTROL DETAILAd?Q 1 /1 /11 S Z7,1 SCD JC c XBRUSHBARRIERCOEC16cr /r CDro:/INOTTOSCALECJDETAILAPPROVEDBYDATELU I NOTES: 1 .ALL GRADIENT TERRACES SHOULD HAVE ADEQUATE OUTLETS.SUCH AN OUTLET MAY BE A GRASSED WATERWAY,VEGETATED AREA,OR TILE OUTLET.IN ALL CASES THE OUTLET MUST CONVEY RUNOEE EROM THE TERRACE OR TERRACE SYSTEM TO A POINT WHERE THE OUTFLOW WILL NOT CAUSE DAMAGE. VEGETATIVE COVER SHOULD BE USED IN THE OUTLET CHANNEL. o$oDATEBYAPPR.REV.NO.DETAIL NO.zCITYOFCAMAS-EROSION CONTROL DETAIL Ld9/18 /07 sSCD1JCc IIPSURFACEROUGHENING s AC C- -GRADIENT TERRACES /--£-// OEC181/1 /112 SCD JC Z)oT)by ,a3I DETAIL APPROVED BY NOT TO SCALE oDATELd I NOTES: LONGITUDINAL ANCHOR TRENCH INITIAL CHANNEL ANCHOR TRENCH ISOMETRIC VIEW INTERMITTENT CHECK SLOT 1. CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURE'S SPECIFICATIONS. 2. STAKING OF STAPLING LAYOUT PER MANUFACTURES SPECIFICATIONS. CHANNEL INSTALLATION STAPLE OVERLAPS MAX . .3' SPACING 4" MIN. OVERLAP NOTES: 5" MIN. OVERLAP ANCHOR IN 5"x5" MIN. TRENCH AND STAPLE AT 12" INTERVALS BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS SLOPE INSTALLATION 1 SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT 2. DO NOT STRETCH BLANKETS/MATTINGS TIGHT, ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES .3. STAPLING PATIERN AS PER MANUFACTURER'S RECOMMENDATIONS 4. IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR UPSLOPE OF THE BERM 5. FOR SLOPES LESS THAN .3H: 1 V, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS 5. LIME, FERTILIZE AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS, TREES, ETC . SHOULD OCCUR AFTER INSTALLATION. () ~----~----~----~----~----~----------------------------------------------------------~--------~~ REV. NO. DATE BY APPR. CITY OF CAMAS _ EROSION CONTROL DETAIL DETAIL NO. ~ 9/18/07 seD JC EROSION CONTROL BLANKETS ~ 2 1/1/11 SCD JC EC20 ~ --l 1-4-11 NOT TO SCALE ~ ~ ________________ ~ ______________ ~~ _________________________ D_A_TE __________________________________ ~~ TYPICAL V -SHAPED CHANNEL CROSS-SECTION 7,v i\.Aj l="-i v\j 6”-9” '1=1 11'11 FILTER FABRIC KEY IN FABRIC ROCK CENTER .ROCK SIZE 4 ”—6 ”RIP RAPGRASSLINED TYPICAL PARABOLIC CHANNEL CROSS -SECTION FILTER FABRIC FABRICCHANNELLINER ROCK CENTER FOR BASE FLOW.ROCK SIZE 4 "—6 "RIP RAP TYPICAL TRAPEZOIDAL CHANNEL CROSS -SECTION DESIGN DEPTH //u.\i /\l^iA ,\Ut bl/iA^yS/1A i\l /\Wl A AI /\\fth Ly OVERCUT CHANNEL 2 ”TO ALLOW BULKING DURING SEEDBED PREPARATION AND GROWTH OF VEGETATION ROCK CENTER FOR BASE FLOW.ROCK SIZE 4 ”-6 "RIP RAP FILTER FABRIC NOTES: 1 ESTABLISHED GRASS OR VEGETATED LINING IS REQUIRED BEFORE THE CHANNEL CAN BE USED TO CONVEY STORMWATER,UNLESS STABILIZED WITH NETS OR BLANKETS. IF DESIGN VELOCITY OF A CHANNEL TO BE VEGETATED BY SEEDING EXCEEDS 2 FT /SEC, A TEMPORARY CHANNEL LINER IS REQUIRED. SIDE SLOPES SHALL BE 3:1 OR FLATTER TO AID IN THE ESTABLISHMENT OF VEGETATION AND FOR MAINTENANCE. 2. 3. o BY APPR.DETAIL NO.qREV.NO.DATE CITY OF CAMAS -EROSION CONTROL DETAIL9/18/07 SCD1 JC <GRASS LINED CHANNELS XEC211/1 /11 SCD2 JC ocro NOT TO SCALE CJDETAILAPPROVEDBYDATELU OUTFLOW CHANNEL IS CONSTRUCTED BY EXCAVATION 6’ 1 ’DEPTH OVERFLOW MIN. COMPACTED NATIVE MATERIAL /CONSTRUCTED BY EXCAVATION OR EMBANKMENT/ SEDIMENT TRAP BOTTOM 1 ’DEPTH OF 6 ”—MINUS RIP RAP 1 ’DEPTH OF 2”—4"ROCK ELEVATION 4’ MIN. GROUND LINE QUARRY SPALLS .li33x2’SETTLING DEPTH 1 =31 LO <2*2,5'SEDIMENT STORAGE TEMPORARY SEDIMENT FENCE SECTION A -A NOTES: 1.ENGINEER TO PROVIDE CONTRACTOR WITH REQUIRED SEDIMENT STORAGE VOLUME (RSSV)IN CUBIC FEET (TONS X 0.5 TONS /CE). FOOTPRINT =RSSV (1.5 *MAX)+2’SETTLING VOLUME DEPTH WITH 3:1 MAX SIDE SLOPES A 3:1 RATIO OF TRAP LENGTH TO WIDTH IS DESIREABLE. A FILTER SYSTEM MUST BE CONSTRUCTED TO FILTER RUNOFF FROM THE SEDIMENT TRAP PRIOR TO DISCHARGE FROM THE CONSTRUCTION SITE. 2. o oREV.NO.BY APPR.DETAIL NO.DATE CITY OF CAMAS -EROSION CONTROL DETAIL Q_<9 /18 /071 SCD JC crTEMPORARYSEDIMENTTRAPEC221/1 /112 JCSCD Q Ld DETAIL APPROVED BY J) INOTTOSCALEoDATELd SPACE CHECK DAMS THE DISTANCE APART WHERE POINTS "A "AND "B ”ARE THE SAME ELEVATION SPACE CHECK DAMS THE DISTANCE APART WHERE POINTS "A "AND "B" ARE THE SAME ELEVATIONSPILLWAY BA WATTLE (TYP.)FLOW FLOWLINE FLOWLINE EXTENDED SECTION A EXTENDED SECTION CA QUARRY SPALLS(STD.SPEC . 9 -13.6) 3 /4 ”X 3 /4"WOODEN STAKE (TYP.)2’MAX . BETWEEN STAKES SIDE SPILLWAY1SPILLWAY-PROTECTION i8”FLOWLINE WATTLEf<**SPILLWAY INVERT "EFFECTIVE DAM HEIGHT 16"16 t T 6 ”MIN.6"MIN.ELEVATION (DITCH OR SWALE CROSS SECTION) SECTION A t INOTE: ROCK CHECK DAMS SHALL BE PLACED OUTSIDE OF THE CLEAR ZONE,OR BEHIND TRAFFIC BARRIER .1.5’MIN. PENETRATION (TYP .)ELEVATION (DITCH OR SWALE CROSS SECTION)ROCK CHECK DAM SPACE CHECK DAMS THE DISTANCE APART WHERE POINTS "A "AND "B"ARE THE SAME ELEVATION WATTLE CHECK DAM B [LOW FLOWLINESACKSSHALLBE#10 BURLAP OR APPROVED ALTERNATE FILLED WITH 48 TO 55 LBS.OF GRAVEL BACKFILL FOR “DRAINS. EXTENDED SECTION B 1 6"MIN.6 ”MIN.r i FLOWLINEr~i 118"r iv PLACE SACKS FIRMLY AGAINST GROUND LINE AND ADJACENT SACKS.SECTION BELEVATION (DITCH OR SWALE CROSS SECTION) SANDBAG CHECK DAM o£oBYAPPR.?EV.NO.DATE DETAIL NO.tnCITYOFCAMAS-EROSION CONTROL DETAIL 29/18 /07 SCD JC1 <CHECK DAMS oEC231/1 /11 JC2SCD IcLL-,..—DETAIL APPROVED BY /-4-ff CJ 0C4L NOT TO SCALE oDATELd EROSION BLANKET OR APPROVED EQUAL 1 ’MIN.LEVEL BOTTOM rROWOROTHER EXPOSED SLOPE GRASS OR ROCKi t1’MIN.ANCHOR MAT IN A 6 ” DEEP TRENCH (TYP)i SPACING =100’,200’OR 300’ DEPENDING ON SLOPE NOTE: WHERE OVERLAPPING OF EROSION BLANKET IS NECESSARY,OVERLAP EDGES A MINIMUM OF 4”AND STAPLES DOWN CENTER OF OVERLAP EVERY 3 FEET. 2’MINIMUM;THE BOTTOM WIDTH SHALL BE LEVEL 1 ’MINIMUM 2H:1 V OR FLATTER MAXIMUM 5 PERCENT,WITH POSITIVE DRAINAGE TO A SUITABLE OUTLET (SUCH AS SEDIMENTATION POND) BOTTOM WIDTH: DEPTH: SIDE SLOPE: GRADE: INTERCEPTOR SWALE DIKE MATERIAL COMPACTED 95%PROCTOR 2’MIN. (MAX.)1 2 18’’MIN 8 ’MIN. INTERCEPTOR DIKE SPACING =100’,200’,OR 300’ DEPENDING OF GRADE TEMPORARY INTERCEPTOR DIKES DETAIL NO,gBYAPPR.REV.NO.DATE CITY OF CAMAS -EROSION CONTROL DETAIL o9/18 /071 SCD JC INTERCEPTOR SWALE AND DIKE EC 24 001/1 /112 SCD JC z/-A-//INOTTOSCALEoDETAILAPPROVEDBYDATELd I KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDESNOTES: POND MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. POND LENGTH SHALL BE 3 TO 6 TIMES THE MAXIMUM POND WIDTH. 1. 2. EMERGENCY OVERFLOW SPILLWAY POND LENGTHINFLOW DISCHARGE TO STABILIZED CONVEYANCE OR OUTLETRISER PIPE SILT FENCE OR EQUIVALENT DIVIDER PLAN VIEW CREST OF EMERGENCYRISERPIPE(PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK SPILLWAY EMBANKMENT COMPACTED 95% PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. DEWATERING DEVICE (SEE RISER DETAIL) IHI Ii &s-Z- y DISCHARGE TO STABILIZED CONVEYANCE OR OUTLET ioi i WIRE -BACKED SILT FENCE, STAKED HAY BALES WRAPPED WITH FILTER FABRIC,OR EQUIVALENT DIVIDER CONCRETE BASE (SEE RISER DETAIL)DEWATERING ORIFICE CROSS SECTION PROVIDE ADEQUATE STRAPPING CORRUGATED METAL RISER PIPE r—(TRASH RACK NOT SHOWN) POLYETHYLENE CAP WATERTIGHT COUPLING z 2 TACK WELD in ro DEWATERING ORIFICE,SCHEDULE 40 STEEL STUB MIN.DIAMETER AS PER CALCULATIONS PERFORATED POLYETHYLENE DRAINAGE TUBING,DIAMETER MIN.2 ”LARGER THAN DEWATERING ORIFICE.TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M 294. Hi 6”z 2 ALTERNATIVELY,METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION CONCRETE BASE zi Ad 2 X RISER DIA.MIN. RISER DETAIL NOTES: STRUCTURES HAVING A MAXIMUM STORAGE CAPACITY AT THE TOP OF THE DAM OF 10 ACRE-FT (435,600 CU.FT.)OR MORE ARE SUBJECT TO THE WASHINGTON DAM SAFETY REGULATIONS (CHAPTER 173-175 WAC). SIZING FOR POND GEOMETRY AND DISCHARGE MECHANISMS SHALL BE CALCULATED PER THE MOST RECENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. GRADE BOTTOM OF BASIN AS LEVEL AS POSSIBLE. SPILLWAY SHALL BE LINED WITH 6 ”MIN.RIPRAP. ALL INLETS AND OUTLETS SHALL BE PROTECTED WITH RIPRAP. IF THE POND POSES A SAFETY HAZARD,IT SHALL BE FENCED. REMOVE SEDIMENT BEFORE 1 -FOOT ACCUMULATES. 1 . 2. 3. 4. 5. 6 . 7.o oREV.NO.BY APPR.DATE DETAIL NOCITYOFCAMAS-EROSION CONTROL DETAIL oz9/18 /071 JCSCD OTEMPORARYSEDIMENTPONDQ_EC 261/1 /112 JCSCD o UJui NOT TO SCALE oDATEUJ MINIMUM 12 ”OVERLAP OF SEAMS +4 + 4 4 4 4 4 4 4 4 4 4 4 /4 4^4 4 4/4 4 4 4 4 4 4 4 4 /4 4 4 4 4 +++++^+4 ++/+++++++++/+++++ +4 +4 +4 ++/J+4 4++++/4 4 4 4 4 4+4 4 4 +/4 +4 4 /^4++4 /+ 4 +/+ 4 4 4 4 /+4 4 4 4 4 /4 +++/$?4 ++/++4-A 4 4 4 4 4 4 S 4 4 4 <4 4 4 4 4 4 4 4 4 4 4 4 4 4 4444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4^4 4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4J 4 4 4 4 ‘•*4 4 4 4 4 4 4 4 4 4 4 4 /4 4 4 4 4 /4 4.4 4 4 4 4 /*4 4 4 4 4 4 /4 4 4 4 4 4 -/'4/4 4 4 4 4 4 +/4 ++4 4 4 +/+ 4 /f 4 4 4 4 4 4 /4 4 4 4 4 4 4 Y~4 4 4 4 4 4 ^4 4 4 4 4 4 4 4 4 4 SAND BAG (TYP.)4 4 C5 9 4 4 4 4 4 4J +4 4 4 ( 4 4 4 4 1 4 4 4 4 l 4*4 4 4 4+/4 4 4 -r 4 4 4444 4 4 4 4 /4 +4 4 /<?4 4 4 4 f 4 4 4 4 4 4 4/4 4 4 4 4 4 4 4 4 / 4 4 £+4 \3 4 4 4 4 ^4 4 4 4 f 4 1-4 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 4 4 j 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 I4 4 4 4 4 | 4i 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ia44444£ 7 4 4 4 4 4 £ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 M 4 4 4 A S 4 4 4 4 4 /4 4 £ 4 444 4 4 4 4 4 4 / 4 4 4 4 4 4 4 /4 4 »4 4 4 4 4 ?4 4 4 4 4 4 4 4 4 444/4 4/4 4 4 4 4 4 4 /-4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 /4 4 4 4 4 4 4*4 4 4444 4 4 4 4/4 *++ /4 ++..1 . 4 +4 4 4 4 I 4444+4 4 4 4 4 +4 4 4444 444444^4 4 4 4 4 4 1J a +4 4 4 4 d 4 4 4 +,£ 4 *+4 4 4 444+]4444444 4 ++4 4 4 4 4 4 4\4 4 4 4 4 4 4 p a 4 +4 +4 43+4 4 4 4 4 4 4 4 4 4 4 4 4 4 .+4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4/+4 4y4 4 4 4^4 4 4 4 +4 +4 4 4 4 4 4 4 +4 1_4 +++4 +4 4 + 4 4 4 4 4 444 4 4 4.\+-4 /h ++£ ++4 4 4,44 4 4 X|l +4 ++++\_'4 4 4 4 4 4 +^r- 4 4 4 4 4 4 4 4 4 4Vrl I I- 4 4 4 4 4 4 4 -T 4 444 4 4 “:44 4s g++4 4 4 4 4 4 4 4 4 4 4 4 +4 4 4 4/^+4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44'4 4 4 1—1 I 1=1 11 l-•1 1 i-1 1 1ii1—1 I I 1 I I 1 I I 1 I I —-LLiz— PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. PLASTIC SHEETING NOTES: 1.PLASTIC SHEETING IS USED TO PROVIDE IMMEDIATE PROTECTION TO SLOPES AND STOCKPILES. 2.DO NOT USE PLASTIC COVERING UPSLOPE OF AREAS SUCH AS STEEP AND /OR UNSTABLE SLOPES THAT MIGHT BE ADVERSELY AFFECTED BY CONCENTRATED RUNOFF. 3.WHEN POSSIBLE,INSTALL AN INTERCEPTOR DIKE AT THE TOP OF THE PLASTIC TO DIVERT FLOWS AWAY FROM THE PLASTIC. 4.TOE-IN THE TOP OF THE SHEETING IN A 6 ”x 6”TRENCH BACKFILLED WITH COMPACTED NATIVE MATERIAL. 5.INSTALL A GRAVEL BERM,RIPRAP,OR OTHER SUITABLE PROTECTION AT THE TOP OF THE SLOPE IN ORDER TO DISSIPATE RUNOFF VELOCITY. 6.ANCHOR THE PLASTIC USING SANDBAGS OR OTHER SUITABLE TETHERED ANCHOR SYSTEM SPACED ON A 10’GRID SPACING IN ALL DIRECTIONS. 7.OVERLAP SEAMS l’-2 \TAPE,ROLL AND STAKE THE SEAMS AND THEN WEIGH DOWN THE ENTIRE LENGTH. 8.PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. 9.REPLACE TORN SHEETS AND REPAIR OPEN SEAMS.COMPLETELY REMOVE AND REPLACE PLASTIC WHEN IT BEGINS TO DETERIORATE. o REV.NO.DATE BY APPR.DETAIL NO.oCITYOFCAMAS-EROSION CONTROL DETAIL&LU1/1 /11 >N v7,SCD JC1 G P STOCKPILE PROTECTION DATE _EC 27 CO43:7 NOT TO SCALE oDETAILAPPROVEDBYL d o Q cr z:Uzo WASHINGTON Street Details City of Camas 616 NE Fourth Avenue P .O .Box 1055 Camas,WA 98607 www.citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date:10/28/02 Revision Date:10/21/14 (Partial) City of Camas Street Details ~INDEX Detail No.Detail Name ST1 STREET NOTES Rev.Rev.Date 2 1/1 /11 10/21/14 10/21/14 ST2 2 LANE LOCAL/COLLECTOR (60'ROW) ST 3 2 LANE LOCAL/SPRINKLERED (52'ROW) 4 4 ST4 2 LANE COLLECTOR /ARTERIAL (60'ROW) ST5 3 LANE COLLECTOR/ARTERIAL (74'ROW) ST6 5 LANE ARTERIAL (100'ROW) 4 10/21/14 10/21/14 1/1/11 4 3 ST7 CURB AND GUTTER 1/1/11 1/1/11 1/1/11 3 ST8 ROLLED CURB AND GUTTER ST9 HIGH SIDE CURB AND GUTTER 3 2 ST10 CURB AND GUTTER TRANSITION ST11 DRAINAGE WEEPHOLE (LOTS ABOVE GRADE) ST12 CEMENT CONCRETE BARRIER CURB 3 1/1/11 1/1 /11 1/1/11 2 3 ST13 EXTRUDED CURB ST14 DRIVEWAY/SIDEWALK WITH PLANTER ST15 RETRO-FIT DRIVEWAY/SIDEWALK WITH PLANTER 2 1/1 /11 1/1/11 1/1/11 4 3 ST16 RETRO-FIT DRIVEWAY/SIDEWALK WITHOUT PLANTER ST17 DRIVEWAY/SIDEWALK W/O PLANTER ST18 SIDEWALKS 1/1 /11 1/1/11 1/1/11 3 4 3 ST19 PEDESTRIAN CURB ST20 TYPE 1 PERPENDICULAR CURB RAMP ST20A TYPE 1 DUAL PERPENDICULAR CURB RAMP 1/1/11 10/21/14 10/21/14 1 4 1 ST21 TYPE 2 PARALLEL CURB RAMP ST21A TYPE 2 DUAL PARALLEL CURB RAMP ST22 TYPE 3 CURB RAMP 10/21/14 10/21/14 10/21/14 3 1 3 ST23 COMBINATION CURB RAMP ST24 MID-BLOCK CURB RAMP ST25 MID-BLOCK REGIONAL TRAIL CURB RAMP 10/21/14 10/21/14 10/21 /14 4 3 3 ST26 MID-BLOCK PERPENDICULAR CURB RAMP ST27 DIRECTIONAL CURB RAMP ST28 RETROFIT DIRECTIONAL CURB RAMP 10/21/14 10/21 /14 10/21/14 3 3 2 ST29 DETECTABLE WARNING PATTERN ST30 CROSSWALK MARKING ST 31 MIDBLOCK CROSSWALK MARKING 3 10/21 /14 1/1/11 1/1/11 2 2 ST 32 TRAFFIC CALMING BULBOUT ST33 BICYCLE LANE MARKING ST34 UTILITY LOCATIONS WITH STEP /STEF SEWER 2 1/1/11 10/21/14 10/21/14 2 3 ST35 TYPE III BARRICADE ST36 DEAD END TURNAROUND ST37 MAILBOX INSTALLATION GUIDELINES 2 1/1/11 1/1/11 1 /1/11 2 2 ST38 PVT1 PVT2 BOLLARD -TYPE 1 AND TYPE 2 PRIVATE STREET -A PRIVATE STREET -B 1 1 /1/11 1/1/11 1/1/11 2 2 PVT3 PVT4 PVT 5 PRIVATE STREET -C PRIVATE STREET -D PRIVATE STREET -E 2 1 /1/11 1/1/11 1 /1/11 2 2 PVT6 PRIVATE STREET -F 2 1/1/11 STREET CONSTRUCTION NOTES: 1.ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D .O.T STANDARD SPECIFICATIONS SECTION 2 -03.3(14).FOR FILL AREAS WITHIN ROADWAYS,METHOD C OF (14)C SHALL BE USED.FOR FILL AREAS OUTSIDE OF ROADWAYS METHOD B SHALL BE USED.ALL FILL PLACED SHALL BE VERIFIED BY GEOTECHNICAL TESTING.TEST RESULTS SHALL BE FORWARDED TO THE CITY OF CAMAS PROJECT ENGINEER . 2.MATERIALS IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE BACKFILLED WITH 1 -/2 INCH MINUS CRUSHED ROCK. 3.ALL SUBGRADE TO BE PROOF ROLLED AND APPROVED BY THE CITY INSPECTOR AND /OR BY A GEOTECHNICAL ENGINEER WITH THE CONSENT OF THE CITY ENGINEER.SUBGRADE FILLS ARE TO BE TESTED USING THE A.A.S.H.T.O.T-180 TEST METHOD. 4.ALL TRENCH LINES,FILL AREAS AND BASE COURSE LOCATED IN THE RIGHT-OF-WAY SHALL BE APPROVED GRANULAR MATERIAL AND SHALL MEET 95 %OF A.A .S.H.T.O.T-180 COMPACTION. TOPPED WITH COLD MIX.GRANULAR BACKFILL OVERNIGHT IS NOT ALLOWED.PLATES SHALL HAVE COLD MIX AROUND ALL EDGES. TRENCH LINES LOCATED WITHIN AN EXISTING ROADWAY SHALL BE PLATED OR 5.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO SUBGRADE PROOF ROLL OR GRADE CHECK INSPECTIONS. THE AGGREGATE ROAD BASE SHALL BE COMPACTED IN ACCORDANCE WITH THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D.O.T.STANDARD SPECIFICATIONS SECTION 4 -04.3. THE CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER AND CITY INSPECTOR. MAXIMUM DENSITY (95 %)AS DETERMINED BY A .A .S.H.T.O.T-180 TEST METHOD . 6. 7.ASPHALT CONCRETE PAVEMENT MIX SHALL BE DESIGNED FROM A MIX FORMULA APPROVED BY W.S.D.O.T.FOR MATERIAL USED.CONTRACTOR TO PROVIDE THE CITY WITH CERTIFICATE OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT,UNLESS OTHERWISE INDICATED. 8.THE ASPHALT CONCRETE PAVEMENT MIX SHALL BE COMPACTED IN ACCORDANCE WITH THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D.O.T STANDARD SPECIFICATIONS SECTION 5-04.3(10).CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER AND THE CITY INSPECTOR . 9.ALL STORM SYSTEM IMPROVEMENTS AND STORMWATER DETENTION AND TREATMENT FACILITIES SHALL BE COMPLETED AND PROPERLY FUNCTIONING PRIOR TO ANY PAVING. 10.HALF STREET IMPROVEMENTS SHALL INCLUDE AN ANALYSIS OF THE EXISTING STRUCTURAL SECTION OUT TO CENTERLINE.IF FOUND TO BE SUBSTANDARD,THE DEVELOPER SHALL BE REQUIRED TO PROVIDE AN ADEQUATE STRUCTURAL SECTION TO CENTERLINE.THIS MAY CONSIST OF A STRUCTURAL OVERLAY OR A COMPLETE STREET RECONSTRUCTION AS DETERMINED BY A GEOTECHNICAL ANALYSIS AND AS APPROVED BY THE CITY ENGINEER . oAPPR.REV.NO.DATE BY DETAIL NO.$CITY OF CAMAS -STREET DETAIL a5/1 /07 SCD JC1 onSTREETCONSTRUCTIONNOTESUST11/1 /11 JC2SCD O9~/~44{z //A NOT TO SCALE ^DCTAIL APPROVED BY DATE oo 60’RIGHT-OF-WAY <L 30’30’ 18’18’12’6’6’12 TRAVEL LANE TRAVEL LANE P .U.E.P.U.E.5’5’2’r5 SDWK .SDWK .PLTR. STRIP PLTR. STRIP All2%2%5:1 « 4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK FRENCH DRAIN AS SHOWN ON PLANS 4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK 3”MIN.CLASS 1 /2” 64-22 HMA PAVEMENT 2”MIN.COMPACTED 5 /8”MINUS CRUSHED ROCK TOP COURSECEMENTCONCRETECURB AND GUTTER (TYP.)9 ”MIN.COMPACTED 1 -1 /4”MINUS CRUSHED ROCK BOTTOM COURSE NOTES: 1.STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS. 2.CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS. o oDATEBYAPPR.REV.NO.DETAIL NO.CITY OF CAMAS -STREET DETAIL 2 LANE LOCAL (60 ’R .O.W.)25/1 /07 SCD JC1 oF9/18/07 ST 2SCDJC2 O DETAIL APPROVED BY UJ1/1 /11 JCSCD3 in NOT TO SCALE10/21 /14 SCD JC4 DATE CO 52’RIGHT-OF-WAY IF 26’26’ 12’14’6’14’12’6’ P .U.E.P.U.E.TRAVEL LANE TRAVEL LANE 5’2’5’5'7 SDWK .PLTR. STRIP PLTR. STRIP SDWK . 2%2%5:1 MAX'•1 MAX i 4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK FRENCH DRAIN AS SHOWN ON PLANS3MIN.CLASS 1 /2 64-22 HMA PAVEMENT 4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK 2”MIN.COMPACTED 5 /8”MINUS CRUSHED ROCK TOP COURSE 9 ”MIN.COMPACTED 1 -1 /4”MINUS CRUSHED ROCK BOTTOM COURSECEMENTCONCRETECURB AND GUTTER (TYP .) NOTES: 1.STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS. PARKING ONLY ALLOWED ON ONE SIDE OF THE STREET.2. 3. o oBYAPPR.3EV.NO.DATE DETAIL NO.CITY OF CAMAS -STREET DETAIL 2 LANE LOCAL /SPRINKLERED (52’R .O.W.) /0 -2 /-/4- crz5/1 /07 JC1SCD OF9/18/07 ST3SCDJC2 O2LLU1/1 /11 SCD JC3 cr<L NOT TO SCALE10/21/14 SCD JC DETAIL APPROVED BY"4 DATE 60’RIGHT-OF-WAY IE It 30'6’30’6' 6’6’P.U.E.P.U.E.12’6’6’12’5'6 '1 ’MIN.MIN. SDWK .PLTR. STRIP BIKE TRAVEL LANE TRAVEL LANE SDWK .BIKE PLTR . STRIPLANELANE 4-.A2%2%5:1 MAX5:1 MAX 2%MIN.~4%MAX*i 4 ? FRENCH DRAIN AS SHOWN ON PLANS 4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK 4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK3”MIN.CLASS 1 /2” 64-22 HMA PAVEMENT 2”MIN.COMPACTED 5 /8”MINUS CRUSHED ROCK TOP COURSECEMENTCONCRETECURB AND GUTTER (TYP .)9 ”MIN.COMPACTED 1-1 /4”MINUS CRUSHED ROCK BOTTOM COURSE NOTES: 1.STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS.ALL STREET SECTION DIMENSIONS TO BE CALCULATED BASED ON THE SITE SOIL CONDITIONS BY A LICENSED STATE OF WASHINGTON ENGINEER. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS. LEFT TURN LANES ARE REQURED AT INTERSECTIONS. MINIMUM CURB RETURN RADIUS SHALL BE 35’. NO PARKING,MARGINAL ACCESS STREET,NO NEW RESIDENTIAL DRIVEWAYS ALLOWED. 2. 3. 4. 5. o oBYAPPR.DATEREV.NO.DETAIL NO.CITY OF CAMAS -STREET DETAIL (/)z5/1 /07 SCD JC1 O2LANECOLLECTOR/ARTERIAL (60 ’R .O.W.)F9/18/07 ST 42SCDJC OUJ1/1 /11 DATE JC3SCD co NOT TO SCALE10/21 /14 SCD JC4 AIL APPROVED BY co 74’RIGHT-OF-WAY t 37’37’ 23’23’14’6’14’6’ P.U.E.P.U.E.5’5 6’8’12’12’12’6’6’2’MIN.MIN. RAISED MEDIANSDWK.TRAVEL LANE BIKE PLTR. STRIP SDWK .BIKE TRAVEL LANE PLTR. STRIP OR*7 LANELANEMAXCENTERLEFT TURN LANE m 2%2%5:1 MAX 5:1 MAX 2%MIN.3^-4%MAX.: 4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK FRENCH DRAIN AS SHOWN ON PLANS CEMENT CONCRETE HIGH-SIDE CURB AND GUTTER (TYP.)FOR MEDIAN 3”MIN.CLASS 1 /2”64-22 HMA PAVEMENT 2”MIN.COMPACTED 5/8”MINUS CRUSHED ROCK TOP COURSE 9 ”MIN.COMPACTED 1-1 /4”MINUS CRUSHED ROCK BOTTOM COURSE THICK CLASS 3000 CEMENT CONCRETE SIDEWALKCEMENTCONCRETECURB AND GUTTER (TYP.) NOTES: 1.STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS.ALL STREET SECTION DIMENSIONS TO BE CALCULATED BASED ON THE SITE SOIL CONDITIONS BY A LICENSED STATE OF WASHINGTON ENGINEER. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS. MIMIUM CURB RETURN RADIUS SHALL BE 35’.2. 3. o ClDATEBYAPPR.REV.NO.DETAIL NO.CITY OF CAMAS -STREET DETAIL 3 LANE COLLECTOR /ARTERIAL (74’R .O.W.) /o DATE inz5/1 /07 JC1SCD OF9/18/07 ST5SCDJC2 O7LxJ1/1/113 SCD JC cn/ IcNOTTOSCALE10/21 /14 JC4SCD D APPROVED BY 100’RIGHT-OF-WAY <L ftft50’50’ 37'37'13’6’6 ’13’ P.U.E.P.U.E.6’6’ 5’14’12’12’6 ’26’7’12 12 MIN.MIN. RAISED MEDIAN TRAVEL LANE TRAVEL LANE BIKE PLTR. STRIP TRAVEL LANE TRAVEL LANE SDWK .PLTR . STRIP BIKESDWK. OR LANELANE*7 CENTER LEFT r T U R N LANE5:1 5:1^AX 2%2%MAX MAX2%MIN.i -4%MAX.7f.\ CEMENT CONCRETE HIGH-SIDE CURB AND GUTTER (TYP.)FOR MEDIAN 3"MIN.CLASS 1 /2”64-22 HMA PAVEMENT 2”MIN.COMPACTED 5 /8”MINUS CRUSHED ROCK TOP COURSE 9 ”MIN.COMPACTED 1-1 /4”MINUS CRUSHED ROCK BOTTOM COURSE FRENCH DRAIN AS SHOWN ON PLANS4”THICK CLASS 3000 CEMENT CONCRETE SIDEWALK ”THICK CLASS 3000 CEMENT CONCRETE SIDEWALKCEMENTCONCRETECURB AND GUTTER (TYP.) NOTES: STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS. ALL STREET SECTION DIMENSIONS TO BE CALCULATED BASED ON THE SITE SOIL CONDITIONS BY A LICENSED STATE OF WASHINGTON ENGINEER. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS. MINIMUM CURB RETURN RADIUS SHALL BE 50 ’. 1 . 2. 3. o$oAPPR.BY DETAIL NO,DATE3EV.NO.CITY OF CAMAS -STREET DETAIL cnz5/1 /07 SCD JC1 O5LANEARTERIAL(100’R .O.W.) /0-2/-14- FST69/18 /07 SCD JC2 OLLJ1/1 /11 SCD JC if )3 10.2,c INOTTOSCALEDETAILAPPROVEDBYDATEco 61"2 51"2 TOP OF CURB AT DRIVEWAY APPROACH r *A A <<3 AIR ENTRAINED CLASS 3000 CEMENT CONCRETE<A AA A <4 *6"1 /2"R<<A A 'A FLOW<3 < 4 —A —A A A <312"<3 <3 rr &*A ‘<*<3 <3A 4AA<3A4 <3A<3 A <3AA<3 A 6"<3 A4<3 A A<3<3 A<3A <3A 4A<A 4A A<3 <3<J A A^a A <3*A<3 A<4A <3A <3A*A <3A <<A 4<A<3 1 ” t 18" NOTES: 1.THERE SHALL BE EXPANSION JOINTS EVERY 45’&FALSE JOINTS EVERY 15’ 2.STAMP A "W"OR "S"IN FACE OF CURB AT WATER AND SEWER SERVICE LOCATIONS. 3.SEE HIGH SIDE TRAFFIC CURB &GUTTER DETAIL FOR SHED SECTIONS. 4.SEE CURB TRANSITION DETAIL FOR TRANSITION TO TRAFFIC CURB OR ROLLED TRAFFIC CURB AND GUTTER oBYAPPR.£DATE DETAIL NOREV.NO.CITY OF CAMAS -STREET DETAIL o9/18/07 SCD JC1 LPTRAFFICCURBANDGUTTERCDST79/18/072 SCD JC Q£ ZDc2ROVEDBY 1 /1 /11 oSCDJC3INOTTOSCALEDETAILAPPDATEt r 12"R 10" 4 A 13MR<3A A4 4 1 /2"R<3 <3 4 <3 4AA<3 A A <A <3A A<3 A <3<3 A<3 <34*4/1<3 <3 *<3 A 4 ,<3 ^4<3 A«<>4 4<3 «3A44«3<1 «3«310"<3 «3»3 44<3 <3AA<3 43 <34<3 4 <3<3 A4<3 6"A <3 <34<<34<3 4«3<1 <3A4 4A•3 <3*33 «3<3 4«3 A<A4 4<3 d «3<3 <3<3*3 4 4«3 <3<3 4 »3^3 4 <3<3 \>3»3 4 *3»3 A<34 4 4«3*«3 <3<3AA<3 4 /3 4s «1 ” 24" AIR ENTRAINED CLASS 3000 CEMENT CONCRETE NOTES: 1.THERE SHALL BE EXPANSION JOINTS EVERY 45’&FALSE JOINTS EVERY 15’ 2.STAMP A "W "OR "S"IN FACE OF CURB AT WATER AND SEWER SERVICE LOCATIONS. 3.ROLLED CURB AND GUTTER ALLOWED ON NARROW FRONTAGES AND AT THE DISCRETION OF THE CITY ENGINEER. 4.WHEN ATTACHED SIDEWALKS ARE INSTALLED WITH A ROLLED CURB AND GUTTER,THICKENED SIDEWALKS (6 "MIN.)SHALL BE CONSTRUCTED. 5.SEE CURB TRANSITION DETAIL FOR TRANSITION TO TRAFFIC CURB AND GUTTER o£BY APPR.DETAIL NO.REV.NO.DATE CITY OF CAMAS -STREET DETAIL o 9 /18/07 SCD JC1 cnROLLEDTRAFFICCURBANDGUTTERCOST89/18/07 SCD JC2 or=) DETAIL APPROVED BY DATE 11/1 /11 o3SCDJC NOT TO SCALE c/i c 1"e 2 1 »52 1 "R J <3 ^4 «3 44 A *<7 A 6 ”^< <3 <3A 1 "RA<3 4 4 <7 4 & <3 FLOW<7 12"<3 4 <j <3 A «*<3 «4 <J<3 <»3 d A<3 A A<A A<3 <34A <3<3 A A <3 AA*3A <3*4A «3<3 A«3 A *<3<3 «34A <34,<3<3 4 <3<3 6"<3A <3<3 AA«3 *3 <3«7 4 /3«3 4 AAA <3<1 A <3 A 4«3A A <3AA X<3<3 <3r -3 AIR ENTRAINED CLASS 3000 CEMENT CONCRETE18" NOTES: 1 .THERE SHALL BE EXPANSION JOINTS EVERY 45’&FALSE JOINTS EVERY 15’ 2.STAMP A "W "OR "S"IN FACE OF CURB AT WATER AND SEWER SERVICE LOCATIONS. 3.SEE TRAFFIC CURB &GUTTER DETAIL FOR CROWN SECTIONS. o$BY APPR.DETAIL NO.DATE^EV.NO.CITY OF CAMAS -STREET DETAIL o5/1 /07 SCD JC1 if )HIGH SIDE TRAFFIC CURB AND GUTTER CDST91/1 /11 SCD JC2 Z>?/o DETAIL APPROVED BY NOT TO SCALEDATE if ) T 12" II .. ·/·.·-·.·.~······-~ LL--:-';'.' ~18"~ <.:> DETAIL NO. 3=: REV. NO . DATE BY APPR. CITY OF CAMAS -STREET DETAIL 0 ul 5/1/07 SCD JC TRAFFIC CURB AND GUTTER TRANSITIONS ST10 (l) 0:: 2 9/1a/07 SCD JC :::) () 3 1/1/11 SCD JC ~~~~ /'-4-11 NOT TO SCALE I f-DATE (/) ~L AP---OVED BY <£LJ UJ2oZiCO>-Li.o01LxJQ_*o o<01CL CD CEMENT CONCRETE SIDEWALK6’P.U.E. 2"MIN.COVERr444<74 4<7 4 1 /2"MIN.4 <4 <7 A El2%SLOPE WWL’^A *& 4 4 A A 4 44'A4*4 4 X. NOTES: 1.DRAINAGE PIPE REQUIRED FOR LOTS ABOVE GRADE. 2.FOR LOTS ON HIGH-SIDE OF SHED STREETS,ROOF AND FOOTING DRAINS SHALL BE CONNECTED BY TIGHT-LINE TO STORM MAIN. 3.ONE 3"DRAIN REQUIRED PER LOT UNLESS 4"DRAIN FOR LOTS BELOW GRADE IS PROVIDED. 4.DRAINS ARE TO BE LOCATED NEAR THE LOT CORNER WITH THE LOWEST ELEVATION AT FINISHED GRADE OR AS STAKED BY ENGINEER. 5.DRAINS TO BE INSTALLED ON CROWNED STREETS ONLY . o£APPR.DETAIL NO.DATE BYREV.NO.CITY OF CAMAS -STREET DETAIL DRAINAGE WEEP HOLE (LOTS ABOVE GRADE ) /-*-// o5/1 /07 SCD JC1 inCDST111/1 /11 SCD2 JC 01IDCJ INOTTOSCALEDATEcn NOTES: 1.THERE SHALL BE EXPANSION JOINTS EVERY 45’&FALSE JOINTS EVERY 15’ 2.STAMP A ”W"OR ”S”IN FACE OF CURB AT WATER AND SEWER SERVICE LOCATIONS. 3.SEE CURB TRANSITION DETAIL FOR TRANSITION TO TRAFFIC CURB &GUTTER oDATEBYAPPR.DETAIL NO.£REV.NO.ojLcg CITY OF CAMAS -STREET DETAILac9 o5/1 /07 s v7,SCD JC1 o crIPTRAFFICCURBCDST129/18 /072 SCD JC QC *) /--£-//1 /1 /11 %3 SCD JC oro.d.INOTTOSCALEDETAILAPPROVEDBYDATEui o O COCDCd3O cr JOINT FILLER A 1 /4 ”DUMMY JOINT (FOR DRIVEWAYS OVER 16’IN WIDTH)VT» \vjvcf \JOINT FILLER NOTES: COMPACTION SHALL BE 95%OF T-180.CONCRETE SURFACE SHALL BE TROWELED SMOOTHScHAIRBROOMED. PROVIDE A WEAKENED PLANE JOINT OF 2"MIN. DEPTH AND 1 /8"MAX.WIDTH IN THE MIDDLE OFTHEDRIVEWAYAPPROACHANDGUTTER.ON MONOLITHIC CURB,GUTTER AND SIDEWALKINSTALLWEAKENEDPLANEJOINTSATEDGES OFDRIVEWAY. MAX.DRIVEWAY THROAT WIDTH =20'FOR TWO -CAR GARAGE Sc 30’FOR THREE -CARGARAGE;PROVIDING THAT DRIVEWAY THROATWIDTHDOESNOTEXCEED40%OF TOTAL LOTFRONTAGE.THE WIDTH FOR DRIVEWAYSACCESSINGALIMITEDACCESSROADWAY WILL BEDETERMINEDBYTHECITYENGINEER.CEMENT CONCRETE APPROACHES SHALL BECONSTRUCTEDOFAIR-ENTRAINED CONCRETECLASS3000ANDMAYBEPOUREDINTEGRAL WITHCURB.APPROACH THROAT AND WINGS SHALL BE 6"THICK AS SHOWN IN SECTION "A -A ".DRIVEWAY DROPS SHALL NOT BE USED AS ADACURBRAMPS.SEE CURB RAMP DETAILS.AT THE DISCRETION OF THE CITY ENGINEER,DETAIL ST15 MAY BE USED WHERE PLANTER IS STRIP LESS THAN 4.5'WIDE WITH WINGS ALLOWED TO BE 3’TO 6 *WIDE PROVIDED THAT SIDEWALKSLOPESAREHELD.FOR DRIVEWAY ON ROLLED CURB,SEE DETAILST16,NOTE 7. 1.2. 3.TYP v CURBASc 4.GUTTERSAWCUTTYP -s ^5. *FOR A PLANTER STRIP LESS THAN 4.5’WIDE,SEE NOTE 8 6.RESIDENTIAL:6” COMMERCIAL:8" OR 6"W /6”X 6” 10 GA WIRE MESH 7. 5.0’MIN.OR AS PER PLANS 4.5’MIN.PLANTER STRIP OR AS PER PLANS 8. 5.5” 1 /2"R 1 "R 9.2 %MAX tIF 5"\•.J A.-ttlpmScOMPACTED NATIVE .„ 11 l=L ^ti]=LLi=Jll— i. 1" 2"COMPACTED GRANULAR BACKFILL 12"—THICKENED EDGE OF APPROACH TO FULL DEPTH OF CURB 6.5" 18"18" SECTION "A -A " o5o APPR.REV.NO.DATE BY DETAIL NO.>-CITY OF CAMAS -STREET DETAIL DRIVEWAY /SIDEWALK WITH PLANTER <5 /1 /07 JC 5sSCD12ST149/18 /07 SCD JC2 DC12/1 /103 SCD JC ocINOTTOSCALEW11SCDJC4DETAILAPPROVEDBYDATEc/1 o5S Ocn>-<52crQ I CO o£o U1>-<$2cnO in 1 /4"DUMMY JOINT (FOR DRIVEWAYS OVER 16’IN WIDTH) JOINT v FILLER \K A NOTES:JOINT FILLER\1.COMPACTION SHALL BE 95%OF T-180. 2.CONCRETE SURFACE SHALL BE TROWELED SMOOTH & HAIR BROOMED. 3.PROVIDE A WEAKENED PLANE JOINT OF 2"MIN.DEPTH AND 1 /8"MAX.WIDTH IN THE MIDDLE OF THE DRIVEWAY APPROACH AND GUTTER. 4.ON MONOLITHIC CURB,GUTTER AND SIDEWALK INSTALL WEAKENED PLANE JOINTS AT EDGES OF DRIVEWAY. 5.MAX.DRIVEWAY THROAT WIDTH =20’FOR TWO-CAR GARAGE &30’FOR THREE-CAR GARAGE;PROVIDING THAT DRIVEWAY THROAT WIDTH DOES NOT EXCEED 40% OF TOTAL LOT FRONTAGE .THE WIDTH FOR DRIVEWAYS ACCESSING A LIMITED ACCESS ROADWAY WILL BE DETERMINED BY THE CITY ENGINEER. 6.CEMENT CONCRETE APPROACHES SHALL BE CONSTRUCTED OF AIR -ENTRAINED CONCRETE CLASS 3000 AND MAY BE POURED INTEGRAL WITH CURB. APPROACH THROAT AND WINGS SHALL BE 6"THICK AS SHOWN IN SECTION "A -A ". 7.DRIVEWAY DROPS SHALL NOT BE USED AS ADA CURB RAMPS.SEE CURB RAMP DETAILS. 8.AT THE DISCRETION OF THE CITY ENGINEER,THIS DETAIL MAY BE USED WHERE PLANTER STRIP IS LESS THAN 4.5'WIDE.WINGS SHALL BE 6’PROVIDED THAT SIDEWALK SLOPES ARE HELD. 9.FOR DRIVEWAY ON ROLLED CURB.SEE DETAIL ST16. NOTE 7. \A A 2 TYP CURB & GUTTERk SAWCUT TYP RESIDENTIAL:6" COMMERCIAL :8" OR 6"WITH 6"X 6" 10 GA WIRE MESH 5.0’MIN.OR AS PER PLANS 5.5" 1 /2"R 1"R 2 %MAX.12"\ THICKENED EDGE OF APPROACH TO FULL DEPTH OF CURB t v •t6.5" 2 ”COMPACTED GRANULAR BACKFILL 18"18” SECTION ”A —A ” o£o CODETAILNO.APPR.DATE BYREV.NO.>-CITY OF CAMAS -STREET DETAIL DRIVEWAY /SIDEWALK WITHOUT PLANTER <5 /1 /07 $SCD JC1 £ST1 79/18 /07 JC2SCD cr£2 /1 /10 /JC o3SCDCNOTTOSCALE1/1 /11 Q&TAIL APPROVED BYSCDJC4 DATE co 5 -0” i EXISTING CURB AND GUTTERS=0.02 MAX. {4”MIN. 5 ';t •», j 1IM i..2"MIN. COMPACTED GRANULAR BACKFILL AS DIRECTED BY ENGINEER COMPACTED SUBGRADE SITUATION A PLANTER STRIP VARIES5*-0 " EXISTING CURB AND GUTTERS=0.02 MAX . Y"y~y Y~y y\4"MIN. t J •IIIIP .; 2 "MIN.<*•-V COMPACTED GRANULAR BACKFILL AS DIRECTED BY ENGINEER COMPACTED SUBGRADE SITUATION B 5 -0" EXISTING ROLLED CURBiS=0.02 MAX . SEE NOTE 7 m.s 1 •- 18 ” THICKENED EDGE TO FULL CURB DEPTHCOMPACTEDGRANULAR BACKFILL AS DIRECTED BY ENGINEER COMPACTED SUBGRADE SITUATION C NOTES: NOTIFY CITY INSPECTOR 24 HOURS PRIOR TO CONCRETE POUR FOR APPROVAL OF FORMS. SUBGRADE SHALL BE SHAPED AND COMPACTED TO A FIRM EVEN SURFACE. ALL SOFT AND YIELDING MATERIAL SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL. CONCRETE FOR SIDEWALKS SHALL BE AIR ENTRAINED CONCRETE CLASS 3000. PROVIDE EXPANSION JOINTS EVERY 15 FEET AND DUMMY JOINTS EVERY 5 FEET. CONCRETE SURFACE SHALL BE TROWELED SMOOTH AND HAIR BROOMED. DRIVEWAY APPROACHES =6 ” ALL OTHER SIDEWALK 1 . 2. 3. 4. 5. 6. 7. 4” o$o mREV.NO.DATE BY APPR.DETAIL NO.CITY OF CAMAS -STREET DETAIL5/1 /071 SCD JC <SIDEWALKS $ST189/18/072 SCD JC LxJO £2 /"A -//1 /1 /113 SCD JC c/) INOTTOSCALEDETAILAPPROVEDBYDRAEEJ) 1 /2 ”R CEMENT CONCRETE SIDEWALK <? A4 <7 l ’-0 ” A <7 4 EXPANSION JOINT MATERIAL6” CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE SIDEWALK VARIES FROM 6 ”TO 0 —6 ”< A A<A< A EXPANSION JOINT MATERIAL6"—6" CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALKS RAMPS &LANDINGS o$o COREV.NO.DATE BY APPR.DETAIL NOCITYOFCAMAS-STREET DETAIL 1 /1 /11 <SCD1 JC PEDESTRIAN CURB $ST19 LdO CO NOT TO SCALEDETAILAPPROVEDBYDATE co REV. NO. 1 2 3 4 5'-0" PER MIN . PLAN 2% K FLUSH AT ~ ~i 12 = 1 GRADE BREAK 4"] ~ I I' STANDARD l' -6 " -----I r--CURB AND GUTTER SECTION A-A 2% MAX. PER PLAN .. PLANTER STRIP SIDEWALK PER PLAN MINIMUM 5'X5' TURNING SPACE (NOTE4) EXPANSION JOINT MATERIAL (TYP.) SIDEWALK NOTES: CURB AND GUTTER PLANTER STRIP - WIDTH PER PLAN RADIUS PER PLAN SEE CROSSWALK MARKING DETAIL . USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. 1. TRUN CATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F-45.10. SEE DETECTABLE WARNING PATTERN DETAIL. 2. ALL SIDEWALK, TURNING SPACES, RAMPS, WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRE TE . 3. RAMP GRADE SHALL NOT EXCEED 8.3% (1: 12) AND RAMP CROSS SLOPE SHALL NOT EXCEED 2%. 4. TURNING SPACE SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION . 5. RAMPS TO BE CENTERED IN CROSSWALKS. 6 . RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 7. IF A SINGLE DIAGONAL CURB RAMP IS PERMITTED, 48" MIN. CLEAR SPACE SHALL BE PROVIDED FOR MANEUVERING ROOM IN CROSSWALK . DATE BY APPR. CITY OF CAMAS -STREET DETAIL 5/1/07 SCD JC TYPE 1 PERPENDIC_ULAR CURB RAMP 9/18/07 SCD JC 7. 1/1/11 SCD JC # -/4-NOT TO SCALE 10/21/14 SCD JC DETAIL NO . ST20 0 ~ 0 m ~ ....J <t: ~ w 0 U) I I- (f) I REV. NO. 1 2 3 REVEAL (TYP.) FLUSH AT GRADE BREAK CEMENT CONCRETE SIDEWALK SECTION A-A STANDARD CURB AND GUTTER TRANSITION SID EWALK WIDTH AROUND RADIUS 5'-0" 2% MAX. EXPANSION JOINT MATERIAL (TYP.) SIDEWALK MINIMUM 5'x5' TURNING SPACE (NOTE 4) DETECTABLE WARNING PATTERN "0 I "If) CURB AND GUTTER PEDESTRIAN CURB CROSSWALK MARKING DETAIL. USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. NOTES: 1. TRUNCATED DOMES SHALL BE IN COMP LIANCE WITH WSDOT STANDARD PLAN F-45.10. SEE DETECTABLE WARNING PATTERN DETAIL. 2 . ALL SIDEWALK, TURNING SPACES, RAMPS, WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRETE. 3. RAMP RUNNING GRADE SHALL NOT EXCEED 8.3% (1: 12) AND RAMP CROSS SLOPE SHALL NOT EXCEED 2%. IF THE MAXIMUM RAMP GRADE OF 8.3% (1: 12) CANNOT BE ACHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK, THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE. 4. TURNING SPACE GRADE SHALL NOT EXCE ED 2% IN ANY DIRECTION . 5. RAMPS TO BE CENTERED IN CROSS WALKS. 6 . RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 7. 48" MIN. CLEAR SPACE SHALL BE PROVIDED FOR MANEUVERING ROOM IN CROSSWALK. DATE BY APPR . 5/1/07 SCD JC CURB RAMP 1/1/11 SCD JC 10/21/14 SCD JC NOT TO SCA LE DETAIL NO. ST21 () ~ 0 vi y: ---l « ~ w g (f) I I- (f) 1'-0" -t 1'-0" -t 6 '-0" 6 " REVEAL (TYP.) FLUSH AT GRADE BREAK PEDESTRIA N STANDARD CURB AND GUTTER SE C TION A-A 6'-0" LESS THAN 6" REVEAL STANDARD CURB AND GUTTER SECTION B-B PEDESTRIAN CURB CURB PER PLAN SIDE WALK MINIMUM 5'X5' TURNING SPACE (NOTE 4) MINIMUM 5 'X5' TURNING SPACE (NOTE 4) PER PLAN NOTES: RAMP (NOTE 3) SIDEWALK CURB AND GUTTER DETECTABLE WARNING PATTERN SIDEWALK (NOTE 9) RADIUS PER PLAN SEE CROSSWAL K MARKING DETAIL . USE TRANSVERSE LINES ONL Y WHEN SHOWN ON PLANS. 1. TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F -45.10. SEE DETECTABLE WARNING PATTERN DETAIL. 2 . ALL SIDEWALK, TURNING SPACES, RAMPS , WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRETE . 3 . RAMP RUNNING GRADE SHALL NOT EXCEED 8 .3% (1: 12) AND RAMP CROSS SLOPE SHALL NOT EXCEED 2%. IF THE MA XIMUM RAMP GRADE OF 8.3% (1 : 12 ) CANNOT BE A CHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK, THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET RE GARDLESS OF THE RESULTING RAMP GRADE . 4. TURNING SPACE GRADE SHALL NOT EXC EED 2 % IN EITHER DIRECTION. 5 . RAMPS TO BE CENTERED IN CROSS WALKS . 6 . RAMPS TO BE CONSTRUCTED SEPARATEL Y FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 7 . IF A SINGLE PARALLEL CURB RAMP IS USED , 48" MIN . CLEAR SPACE SHALL BE PRO VIDED FOR MANEUVERING ROOM IN CROSSWALK . 8 . FOR DUAL PARALLEL CURB RAMPS THERE SHALL BE A MINIMUM OF 3 ' OF SIDEWAL K BETWEEN TOP OF RAMPS . (') 3: o ~R-EV-.-N-O~.--D-A-IT--'--BY--'-AP-P-R-·r---~-----C-IT-Y--O-F-C-A-M--A-S---S-T--R-E-E-T-O-E-1-A-IL-------------------------.-D-ET-A-IL--N-O~. ~ 1 10/21 /14 SCD J C TYPE 2 DUAL PARALLEL CURB RAMP ~ ST 2 1 A ~ rfi(J /? ~ uf;fi;:. /CJ ·-2/-/4 1 :rA P {Ro VEDBY~ DA IT NOT TO SCALE I- ~----------------------------------------------------------------------------------------------.. ~ RAMP 5 -0”MIN. LANDING PER PLAN6”FLUSH AT GRADE BREAK6”REVEAL (TYP.)i STANDARD CURB AND GUTTERl2%MAX .12 SIDEWALKB11-0”A j LU42 PER PERZJPLANPLAN>-1 -6 ”CURB AND GUTTERocLU2%MAX.Q_/OSECTIONA-A cz CL PLANTER STRIP EXPANSION JOINT MATERIAL (TYP.) CN X<I \f1:12TURNING SPACE o MAX. TYPICAL MIN.5’x 5’TURNING SPACE (NOTE 5) PEDESTRIAN CURB (TYP.) PROPERTY LINE x C N J < SIDEWALK DETECTABLE WARNING PATTERN (NOTE 2)7 \V x<2 %2 1:12 TURNING SPACE TURNING SPACE 12 <LU MAX.CL MAX.Q_ CNJ CNJ XPLANTER STRIP <22CL<fLU CL CL BUFFER STRIP (NOTE 9) PEDESTRIAN CURB (TYP.) CURB AND GUTTER DETECTABLE WARNING PATTERN (SEE NOTE 2) 5 -0” OR PER PLAN SEE CROSSWALK MARKING DETAIL. USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. NOTES: 1.THIS RAMP TYPE TO BE USED IN EXISTING RESTRICTED RIGHT OF WAY INSTALLATIONS. TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F-45.10.SEE DETECTABLE WARNING PATTERN DETAIL ALL SIDEWALK,TURNING SPACES,RAMPS,WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRETE RAMP RUNNING GRADE SHALL NOT EXCEED 8.3%(1:12)AND RAMP CROSS SLOPE SHALL NOT EXCEED 2%.IF THE MAXIMUM RAMP GRADE OF 8.3%(1:12)CANNOT BE ACHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK,THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE . TURNING SPACE GRADE SHALL NOT EXCEED 2%IN ANY DIRECTION. RAMPS TO BE CENTERED IN CROSS WALKS. RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. PEDESTRIAN CURB MAY BE PLACED WITHIN SIDEWALK WHEN EXISTING SIDEWALK IS ON PROPERTY LINE. BUFFER STRIP SURFACE MATERIAL SHALL DIFFERENTIATE SURFACE FROM PEDESTRIAN CIRCULATION.SURFACE MATERIAL SHALL BE APPROVED BY ENGINEER. 2. 3. 4. 5. 6 . 7. 8. 9. o$o U1BYAPPR.DETAIL NO .REV.NO.DATE CITY OF CAMAS -STREET DETAIL5/1 /07 <1 SCD JC TYPE 3 COMBINATION CURB RAMP DETAILAPPROVED BY DATE $ST221/1 /11 LU2SCDJCo 10 /21 /143 SCD uiJC NOT TO SCALE i— (/) 1'-0" -t 5'-0" MIN. STANDARD CURB AND GUTTER SIDEWALK PER PER SECTION A-A PLAN PLAN PLANTER STRIP 1'-0" -t 5'-0" MIN . LANDING RAMP PER PLAN 6" REVEAL (TYP.) SECTION B-B FLUSH AT GRADE BREAK 5'-0" MIN . STANDARD CURB AND GUTTER PEDESTRIAN CURB 2% MAX. B NX ..-<{ B ,:.:.~ TURNING SPACE 1:12 (NOTE 5) MAX. PEDESTRIAN CURB EXPANSION JOINT MATERIAL 5'-0" MIN. RADIUS PER PLAN (5'R MIN.) DETECTABLE WARNING PATTERN (TYP.) (SEE NOTE 2) SIDEWALK PLANTER STRIP~ PER PLAN 1: 10 MAX. TURNING SPACE (NOTE 5) ~mm~~~~1: ~m~ ~~~ ~~~ . ...................... . ........................ :::::::::::::::::::::::: 1: 12 MAX CURB FACE~:;~-----r------lIffi1l§lRlIlllilllili 6'-0" OR PER PLAN (TYP.) RADIUS PER PLAN SEE CROSSWALK MARKING DETAIL . USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. 1. THIS RAMP T YPE TO BE USED IN EXISTING RESTRICTED RIGHT OF WAY INSTALLATIONS. 2. TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F-45.10. SEE DETECTABLE WARNING PATTERN DETAIL. 3. ALL SIDEWALK, TURNING SPACES, RAMPS, WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRETE. 4. RAMP RUNNING GRADE SHALL NOT EXCEED 8.3% (1: 12) AND RAMP CROSS SLOPE SHALL NOT EXC EED 2%. IF THE MAXIMUM RAMP GRADE OF 8.3% (1: 12) CANNO T BE ACHIEVED DUE TO THE GRADE OF THE EXIS TING SIDEWALK, THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE. 5. TURNING SPACE GRADE SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. RAMPS TO BE CENTERED IN CROSS WALKS. 7. RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 8 . DOUBLE RAMPS ALLOWED ONLY IF CURB RETURN RADIUS IS GREATER THAN OR EQUAL TO 25'. C) 3: o ~----.------.----.----.----~--------------------------------------------------------~--------~~ REV. NO. DATE BY APPR. DETAIL NO. 1 5/1/07 SCD JC 2 9/18/07 SCD JC 3 1/1/11 SCD JC CITY OF CAMAS -STREET DETAIL TYPE 4 COMBINATION CURB RAMP IO ~2(-I" ST23 NOT TO SCALE :::.::: ---l <{ 3: w o Vi I I- ~----~----------~--~----------~------------------------------------------------------------.. ~ 4 10/21/14 SCD JC DA 5 -0”PER MIN.PLAN6” 6 ”REVEAL (TYP.) 1 FLUSH AT GRADE BREAK2% MAX. 1 -0” STANDARD CURB AND GUTTER SECTION A -A PEDESTRIAN CURB (NOTE 8)RAMP PER PLAN (TYP.)5 -0”MIN. LANDINGTURNINGSPACE EXPANSION JOINT MATERIAL -K A PROPERTY LINE\ x<5 -0”1:12 1:12 OPTIONAL BARRIER CURB IN LIEU OF WINGMIN.MAX.MAX.CNI I 1:10 <N x-:::2 -0”MIN.<PLANTER STRIPSIDEWALKMAX.fXXDETECTABLE WARNING PATTERN (NOTE 2)CURB AND GUTTER PERDIRECTION OF TRAVEL PLAN SEE CROSSWALK MARKING DETAIL. USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. NOTES: 1 .THIS RAMP TYPE TO BE USED IN EXISTING RESTRICTED RIGHT OF WAY,MID BLOCK,OR INTERSECTION RADIUS SITUATIONS. TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F-45.10A.SEE DETECTABLE WARNING PATTERN DETAIL. ALL SIDEWALK,TURNING SPACES,RAMPS,WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRETE. RAMP RUNNING GRADE SHALL NOT EXCEED 8.3%(1:12)AND RAMP CROSS SLOPE SHALL NOT EXCEED 2%. IF THE MAXIMUM RAMP GRADE OF 8.3%(1:12)CANNOT BE ACHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK,THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE . TURNING SPACE GRADE SHALL NOT EXCEED 2%IN ANY DIRECTION. RAMPS TO BE CENTERED IN CROSS WALKS. RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. PEDESTRIAN CURB MAY BE PLACED WITHIN SIDEWALK WHEN EXISTING SIDEWALK IS ON PROPERTY LINE. 2 . 3. 4. 5. 6. 7. 8. o Q tnDATEBYAPPR.REV.NO.DETAIL NO.CITY OF CAMAS -STREET DETAIL5/1 /07 <1 SCD JC MID -BLOCK CURB RAMP $ST241/1 /11 Ld2SCDJCo 10/21 /14 /'C-Z /-/4s3SCDJC (/) NOT TO SCALEDETAILAPPROVEDBYDATE co RAMP PER PLAN6”10 -0” 6 ”REVEAL MAX.i FLUSH AT GRADE BREAKi2%MAX.12B1-0”K 4”— 1’—6 ” STANDARD GUTTER SECTION A -A RAMP PER PLAN PEDESTRIAN CURBEXPANSIONJOINT MATERIAL A SIDEWALK TURNING SPACE 10 -0”x<1:122 MAX. <N 10 -0”EXPANSION JOINT MATERIAL (TYP.) CNJ XDETECTABLEWARNING PATTERN (NOTE 1)<2 RA MP 1 ’R CURB AND GUTTER ADIRECTION OF TRAVEL SEE CROSSWALK MARKING DETAIL USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. NOTES: 1 .TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F-3A.SEE DETECTABLE WARNING PATTERN DETAIL. ALL SIDEWALK,TURNING SPACES,RAMPS,WINGS AND CURBS SHALL BE CIASS 3000 CEMENT CONCRETE. RAMP RUNNING GRADE SHALL NOT EXCEED 8.3%(1:12)AND RAMP CROSS SLOPE SHALL NOT EXCEED 2%. IF THE MAXIMUM RAMP GRADE OF 8.3%(1:12)CANNOT BE ACHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK,THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE . TURNING SPACE GRADE SHALL NOT EXCEED 2%IN ANY DIRECTION. RAMPS TO BE CENTERED IN CROSSWALKS. RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 2 . 3. 4. 5. 6. o o COREV.NO.BY APPR.DATE DETAIL NO.CITY OF CAMAS -STREET DETAIL2/17/10 <1 SCD JC MID -BLOCK REGIONAL TRAIL CURB RAMP ST251/1 /11 UJ2SCDJCo 10 /21 /143 SCD JC co co RAMP PER PLAN SIDEWALK OR PATH FLUSH AT GRADE BREAKi12 .»•V 4” 1 -6 ”STANDARD GUTTER SECTION A -A 5 -0" MIN. A SIDEWALK OR PATH2%MAX. EXPANSION JOINT MATERIAL PEDESTRIAN CURB CM X<DETECTABLE WARNING PATTERN (SEE NOTE 2) RAMP PER PLAN /mi CURB AND GUTTER A SEE CROSSWALK MARKING DETAIL USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. NOTES: THIS RAMP TYPE TO BE USED IN MID-BLOCK SITUATIONS. TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLV\N F-45.10.SEE DETECTABLE WARNING PATTERN DETAIL. ALL SIDEWALK,TURNING SPACES,RAMPS,WINGS AND CURBS SHALL BE CU\SS 3000 CEMENT CONCRETE. RAMP RUNNING GRADE SHALL NOT EXCEED 8.3 %(1:12)AND RAMP CROSS SLOPE SHALL NOT EXCEED 2%.IF THE MAXIMUM RAMP GRADE OF 8.3%(1:12)CANNOT BE ACHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK,THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE . RAMPS TO BE CENTERED IN CROSS WALKS. RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 1. 2 . 3. 4. 5. 6. o$ Q Cf)BY APPR.DETAIL NO.REV.NO.DATE CITY OF CAMAS -STREET DETAIL5/1 /07 <1 SCD JC MID -BLOCK PERPENDICULAR CURB RAMP ^TAIL APPROVED BY $ST 261/1 /11 LU2JCSCDo 10 /21 /143 JCSCD if ) NOT TO SCALEDATE oo RAMP PER PLAN TRANSITION AREA PER PLAN SIDEWALK OR PATH FLUSH AT GRADE BREAK 12 2%MAX. 4”__l STANDARD GUTTER1-6 ” SECTION A -A SEE CROSSWALK MARKING DETAIL USE TRANSVERSE LINES ONLY WHEN SHOWN ON PLANS. PEDESTRIAN CURB (NOTE 7) DETECTABLE WARNING PATTERN (NOTE 2) EXPANSION JOINT MATERIAL CEMENT CONCRETE SIDEWALK PROPERTY LINE ysy /mX<1:125-0”MIN.A AMAX.••3CM••TTT biz CURB AND GUTTER RAMP PER PLAN (NOTE 4) TRANSITION AREA SLOPE NOT TO EXCEED 2%IN ANY DIRECTION NOTES: THIS RAMP TYPE TO BE USED IN EXISTING RESTRICTED RIGHT OF WAY INSTALLATIONS BUT NOT FOR USE WHERE THERE IS SUFFICIENT RIGHT OF WAY FOR OTHER RAMP DESIGNS. TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F-45.10.SEE DETECTABLE WARNING PATTERN (DWP)DETAIL.DWP IS SHOWN AS 12 ”CONCRETE TILES SO AS NOT TO EXCEED 2 ” SEPARATION FROM THE REAR CURB LINE.SUBMITTAL REQUIRED FOR ALTERNATIVE DESIGNS. ALL SIDEWALK,TURNING SPACES,RAMPS,WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRETE. RAMP RUNNING GRADE SHALL NOT EXCEED 8.3%(1:12)AND RAMP CROSS SLOPE SHALL NOT EXCEED 2 %.IF THE MAXIMUM RAMP GRADE OF 8.3%(1:12)CANNOT BE ACHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK,THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE . RAMPS TO BE CENTERED IN CROSS WALKS. RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. PEDESTRIAN CURB MAY BE PLACED WITHIN SIDEWALK WHEN EXISTING SIDEWALK IS ON PROPERTY LINE. 1. 2. 3. 4. 5. 6 . 7. o$o inAPPR.REV.NO.DATE BY DETAIL NO.CITY OF CAMAS -STREET DETAIL 5/1 /07 <SCD JC1 DIRECTIONAL CURB RAMP $ST 271/1 /11 LUJC2SCDo 10/21 /143 SCD JC in NOT TO SCALEDETAILAPPROVEDBYDATE in LANDING 5’MIN. LANDING RAMP PER PLAN PER PLAN FLUSH AT GRADE BREAK i12 2%MAX. STANDARD CURB AND GUTTER4”— 1 -6 ” SECTION A -A 5 -0” (TYP.) PLANTER STRIP EXPANSION JOINT MATERIAL (TYP.)EXPANSION JOINT MATERIAL 2%MAX. MINIMUM 5’x 5’TURNING SPACE (NOTE 5) V l1:12 5 -0”MIN. MAX. SIDEWALK 1 x<X EXPANSION JOINT MATERIAL (TYP.) CM J PLANTER STRIP MINIMUM 5’x 5’TURNING SPACE (NOTE 5)CEMENT CONCRETE TRAFFIC CURB, SHOWN WITH GUTTER NOTES: 1 .THIS RAMP TYPE TO BE USED IN EXISTING RESTRICTED RIGHT OF WAY INSTALLATIONS. TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PLAN F-45.10.SEE DETECTABLE WARNING PATTERN DETAIL. ALL SIDEWALK,TURNING SPACES,RAMPS,WINGS AND CURBS SHALL BE CLASS 3000 CEMENT CONCRETE. RAMP RUNNING GRADE SHALL NOT EXCEED 8.3%(1:12)AND RAMP CROSS SLOPE SHALL NOT EXCEED 2 %. IF THE MAXIMUM RAMP GRADE OF 8.3%(1:12)CANNOT BE ACHIEVED DUE TO THE GRADE OF THE EXISTING SIDEWALK,THE LENGTH OF THE CURB RAMP SHALL NOT BE REQUIRED TO BE LONGER THAN 15 FEET REGARDLESS OF THE RESULTING RAMP GRADE . TURNING SPACE GRADE SHALL NOT EXCEED 2%IN ANY DIRECTION. RAMPS TO BE CENTERED IN CROSS WALKS. RAMPS TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 2 . 3. 4. 5. 6 . 7. o$o if )BY APPR.DETAIL NO.REV.NO.DATE CITY OF CAMAS -STREET DETAIL 1 /1 /11 <SCD JC1 RETROFIT DIRECTIONAL CURB RAMP $ST2810/21 /14 Ld2SCDJCo?/0 -2 /-/4 if )—-_—•//t ^^nDETAILAPPROVEDBY NOT TO SCALEDATE if DIMENSIONS MIN.MAX. 1 5 /8”2 3 /8”A 3/6”5 /8”1 1 /2”B 7 /16 ”3 /4”C 7 /8”1 7 /16 ”D i ELEVATION NOTES: 1.TRUNCATED DOMES SHALL BE IN COMPLIANCE WITH WSDOT STANDARD PU\N F-45.10. 2.DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW,IN COMPLIANCE WITH WASHINGTON STATE STD.SPEC.8 -14.3(5). o o 00REV.NO.DATE BY APPR.DETAIL NO.CITY OF CAMAS ~STREET DETAILHd?S5/1 /07 vT.1 SCD JC <C;<S-DETECTABLE WARNING PATTERN ST291/1 /112 SCD JC LU Qm10/21 /14 033SCDJC ood.NOT TO SCALE/NQ AIL APPROVED BY DATE oo LdZ< CL>-Li_o 48"SPACING (NOTE 7) CL LdLLJz zLdO NOTE 6o <LI co EDGE OF ASPHALT /GUTTER FACE OF CURBWIDE LANE CENTER STRIPE A LINE LONGITUDINAL LINE CROSSWALK NOTES: ALL PAVEMENT MARKINGS SHALL BE APPLIED PER SECTION 8-22 OF THE WSDOTSTANDARDSPECIFICATIONSFORROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.CROSSWALK MARKINGS SHALL BE WHITE PRE -MARK THERMOPLASTIC MATERIAL,ORAPPROVEDEQUALMARKINGDIMENSIONSAREPERTHEMANUALONUNIFORMTRAFFICCONTROLDEVICES.SEE APPLICABLE CURB RAMP DETAIL FOR LOCATION OF CORNER CROSSWALK MARKINGS.SPACING OF STRIPES SHALL BE SELECTED TO AVOID WHEEL PATH.CROSSWALK MARKINGS SHALL BE ALIGNED WITH THE CENTERLINE OF THE SIDEWALK.LONGITUDINAL STRIPE GAP NOT TO EXCEED 2.5 TIMES STRIPE WIDTH 1 . 2 . 3. 4.5.6 .7. o£oDETAILNO.APPR.BYDATEREV.NO.CITY OF CAMAS -STREET DETAIL oz5/1 /07 JCSCD1 CROSSWALK MARKINGS ST 30 CL1/1 /11 JCSCD2 <2 INOTTOSCALEDETAILAPPROVEDBYDATEtr CENTER STRIPE CURB FACE EDGE OF GUTTER /ASPHALT / 24"£o STRIPE WIDTH 00 IIQ^O ^O ^O O ororo 5ooooo!!0 “0„0„Q <L|l|illi' 12 " 12 "MIN 24"MAX 48 ”STRIPE GAP -NOT TO EXCEED 2.5 TIMES STRIPE WIDTH -vA NOTES: 1.CROSSWALK MARKINGS SHALL BE WHITE PRE-MARK THERMOPLASTIC MATERIAL,OR APPROVED EQUAL2.SEE CROSSWALK MARKING DETAIL FOR LOCATION OF CORNER CROSSWALK MARKINGS3.SPACING OF STRIPES SHALL BE SELECTED TO AVOID WHEEL PATH.4.CROSSWALK MARKINGS SHALL BE ALIGNED WITH THE CENTERLINE OF THE SIDEWALK5.ADVANCE SIGNAGE FOR UNSIGNALIZED MIDBLOCK CROSSINGS SHALL BE PER THE MUTCD AND USED AT o5:7EV.NO.DATE BY APPR.OCITYOFCAMAS-STREET DETAIL DETAIL NO.o5/1 /071 SCD JC zMIDBLOCKCROSSWALKMARKINGS1/1 /112 SCD JC ST 31 <2INOTTOSCALEDERAILAPPROVEDBYDATEor 24’ tmanii 8’ INSTALL CONCRETE TRAFFIC CURB (TYP.), PAINT WITH APPROVED ’SAFETY YELLOW’PAINT 1 ’R 2’RTYP.TYP. oo INSTALL RAISED PAVEMENT MARKER TYPE 1 Y (TYP.), 32 TOTAL ELIMINATE RAISED PAVEMENT MARKER IN CENTER OF CROSSWALK ooooo o o o oooGF o o 4)o o oooooo.o o o o oCN torOINSTALLRAISEDPAVEMENT MARKER TYPE 2 YY (TYP .), 10 TOTAL INSTALL PER CROSSWALK MARKING DETAIL oo CURB FACE FILL ISLAND AREA ,LEVEL WITH TOP OF CURB,WITH CLASS 1 /2"PG 64-22 HOT MIX ASPHALT (TYP.) NOTES: 1.CROSSWALK MARKINGS SHALL BE WHITE PRE-MARK THERMOPLASTIC MATERIAL,OR APPROVED EQUAL.2.SPACING OF STRIPES SHALL BE SELECTED TO AVOID WHEEL PATH.3.CROSSWALK MARKINGS SHALL BE ALIGNED WITH THE CENTERLINE OF THE SIDEWALK .4.ADVANCE SIGNAGE FOR UNSIGNALIZED MIDBLOCK CROSSINGS SHALL BE PER THE MUTCD AND USED AT THE DISCRETION OF THE ENGINEER .5.RAISED PAVEMENT MARKERS ARE PER THE WSDOT STANDARD PLANS. o£oDETAILNO.BY APPR.DATEREV.NO.CITY OF CAMAS -STREET DETAIL oz5/1 /07 SCD JC1 TRAFFIC CALMING BULB -OUT ST 321/1 /11 JC Cd2SCD<<2^DETAIL APPROVED BY NOT TO SCALEDATE cn 2’x 6’WHITE BIKE LANE ARROW Ld »i UJUJif) 6 ’—0” OR PER PLAN 12 -0" OR PER PLAN CD BIKE RIDER SYMBOL LJJ-cog.zo LJJLJJFif)O LU Cd O LOWIDELANELJJXLJJ>LINE <P<s oOfz S UJ^LJJ(/) \ END OF CURB RETURN FACE OF CURBCENTERLINE NOTES: ALL PAVEMENT MARKINGS SHALL BE APPLIED PER SECTION 8-22 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION. MARKINGS SHALL BE WHITE PRE-MARK THERMOPLASTIC MATERIAL,OR APPROVED EQUAL ’’BICYCLE LANE SYMBOL”INCLUDES BIKE LANE ARROW AND BIKE RIDER SYMBOL. REFER TO WSDOT STANDARD PLAN M -9.50 FOR SYMBOL DETAILS. BICYCLE LANE SYMBOL SHALL BE LOCATED WITHIN 20’OF THE BEGINNING OF THE BICYCLE LANE LINE,AND ALSO LOCATED: AT A MID-POINT BETWEEN INTERSECTIONS WHEN INTERSECTIONS ARE 500 TO 1000 FEET APART EVERY 500 FEET WHEN INTERSECTIONS ARE GREATER THAN 1000 FEET APART WHERE SHOWN ON PLANS THE WIDE LANE LINE DELINEATES THE BICYCLE LANE AREA,SHALL BE 8”WIDE AND WHITE IN COLOR. WHERE THE BICYCLE LANE IS TO THE LEFT OF THE RIGHT TURN POCKET,THE LANE LINE ON EACH SIDE OF THE BICYCLE LANE SHALL BE 8”WIDE. 1. 2. 3. 4. 5. A. B. C. 6 . 7. o$oDETAILNO.BY APPR .DATEREV.NO.CITY OF CAMAS -STREET DETAIL oz1/1 /11 JCSCD1 BICYCLE LANE MARKING ST33 cn10/21/14 JCSCD2 <:> /c,NOT TO SCALEDETAILAPPROVEDBYDATE if ) o Q OCO I CO oHio UJo<z:o irl if) 100’MIN. NO PARKING SIGN (TYP.) o z CN 2 \ 50’MIN.CURB RETURN RADIUS PER PLANS (TYP.) 2TURNAROUNDRADIUSTURN- AROUND RADIUS 2 Om \o INSIDE TURNING RADIUS ROADWAY WIDTH INSIDE TURNING RADIUS (TYP.) CURB RETURN RADIUS PER PLANS (TYP.) GUIDELINES -NON -SPRINKLERED DEVELOPMENT GUIDELINES -SPRINKERED DEVELOPMENT MINIMUM ROADWAY WIDTH 28’ MINIMUM TURNING RADIUS (INSIDE RADIUS)30' MINIMUM TURNAROUND RADIUS 35’ MINIMUM ROADWAY WIDTH 36’ MINIMUM TURNING RADIUS (INSIDE RADIUS)30’ MINIMUM TURNAROUND RADIUS 44’ NOTES: 1.SURFACE SHALL BE AN APPROVED ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION,MINIMUM 3"COMPACTED THICKNESS. BY APPR.DATEREV.NO.DETAIL NO,CITY OF CAMAS -STREET DETAIL o 5 /1 /07 SCD JC1 oDEADENDTURNAROUNDST36CJ1/1 /112 SCD JC if )r -4 -!/2iNOTTOSCALEDETAILAPPROVEDBYDATEco PRESSURE TREATED WOOD POST 5/8"BOLTS,NUTS,AND WASHERS,ZINC PLATED SIMPSON STRONG-TIE MODEL ’CB 44PC’OR APPROVED EQUAL POST BASE SET IN CLASS 3000 CEMENT CONCRETE AND CENTERED IN FOOTING c C ::::>SIDEWALK 4 " z 44 444 2 *:MAILBOX CM4 4 TRAFFIC CURB 20"X 20" FOOTING MIN. FACE OF MAILBOX FLUSH WITH BACK OF CURB oSIDEWALKMOUNTINGDETAIL:OM- M- PRESSURE TREATED WOOD POST=CN SIDEWALK ,INSTALLED PER SIDEWALK DETAIL I 4 ::••STREET 4 •V Z 2 «4 SofO TRAFFIC CURB X /\ /V NOTES: IF THERE IS NO PLANTER STRIP,USE POST MOUNTING BASE AND SET IN CONCRETE (SEE INSET DETAIL). POST MOUNTING BASE SHALL BE SIMPSON STRONG-TIE 'CB 44PC ’WITH POWDER COAT FINISH,OR APPROVED EQUAL. 1. 2. DETAIL NO.BY APPR.REV.NO.DATE CITY OF CAMAS -STREET DETAIL o5s5/1 /07 JC1SCD oMAILBOXINSTALLATIONGUIDELINESST37o1/1 /112 SCD JC cr /-4--//2 NOT TO SCALEDETAILAPPROVEDBYDATE tn HEX SOCKET SET SCREW (3 EA .)BOLLARDBOLLARD i t 3"MIN. A A 18"A SQUARE OR ROUND BOLLARDA A RECESS FOR PADLOCKj Q4"DIA.SCHED. 40 STEEL REMOVABLE BOLLARD INSERTDOMECAP(TYP.) 2"WIDE REFLECTIVE ADHESIVE TAPE (NOTE 5).BOTTOM TAPE SET NOT SHOWN 2"WIDE REFLECTIVE ADHESIVE TAPE, TOP AND BOTTOM OF BOLLARD (NOTE 5)(TYP .) 3”(TYP .) POST FOOTING SLEEVEBOLLARD CREATE RECESS IN FOOTING FOR INSTALLATION AND REMOVAL OF LOCK EXPANSION JOINT MATERIAL 2 -11 1 /4"2 -11 1 /4" REMOVABLE BOLLARD INSERT &SLEEVEREMOVABLE INSERT BOLLARD n £ASPHALT TRAIL SURFACE PER PLANi CEMENT CONCRETE SIDEWALK PER PLANmm 3" °LLJmma POST FOOTING SLEEVE2-0"#4 REBAR (TYP .)NOT INCLUDED A2-3" A A'h REMOVABLE BOLLARD HOLE COVER-4 NOTES:i oA PROVIDE OPTIONAL REMOVABLE BOLLARD HOLE COVER WHEN SPECIFIED. POST FOOTING SLEEVE SHALL BE SET IN FOOTING SO THE TOP IS NOT HIGHER THAN FINISHED GRADE,AND PADLOCK TAB SHALL BE RECESSED BELOW FINISHED GRADE WITH SPACE FOR PADLOCK LOOP. SET BOLLARD OR POST FOOTING SLEEVE PLUMB IN CONCRETE FOOTING. #4 REBAR PROVIDED BY CONTRACTOR. 2"WIDE REFLECTIVE ADHESIVE TAPE.3M DIAMOND GRADE RED,OR APPROVED EQUAL,NOT INCLUDED WITH BOLLARD. BOLLARD MFD.BY COLUMBIA CASCADE,M /N 2190-E (EMBEDMENT), 2190-R (REMOVABLE).2190-RC (REMOVABLE WITH CAP).POWDER COAT COLOR "CHROME YELLOW”,OR APPROVED EQUAL. BOLLARDS SHALL BE LOCATED AS SHOWN IN THE PLANS.WHEN MULTIPLE BOLLARDS ARE REQUIRED,SPACING SHALL BE NO LESS THAN 6.5 FEET. /BBSS!-CONCRETE FOOTING, ROUND OR SQUARE 4"COMPACTED 5 /8"-0" CRUSHED ROCK A O'18”DIA . (TYP.) BOLLARD -REMOVABLE 6 -BOLLARD -EMBEDMENT MOUNT TYPE 1TYPE2 7. O5ODETAILNO.BY APPR.REV.NO.DATE CITY OF CAMAS -STREET DETAIL ocn1/1 /11 SCD JC1 <BOLLARD -TYPE 1 AND TYPE 2 ST 38 o•n CD DETAIL NOT TO SCALEAPPROVEDBYDATE (/) 20’TRACT OR EASEMENT WIDTH PP10*10’ 4 *6'4’6 2%MIN.4%MAX.A 'A ^A'T)A 0”MIN.CLASS 1 /2 ”64-22 HMA PAVEMENT 2"MIN.COMPACTED 5 /8”MINUS CRUSHED ROCK TOP COURSE 9"MIN.COMPACTED 1 -1 /4"MINUS CRUSHED ROCK BOTTOM COURSE PRIVATE STREET -A (CROWN OR INVERT SECTION ) NOTES: STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS.1 . 2. o DETAIL NO.oBYAPPR.3EV.NO.DATE CITY OF CAMAS -STREET DETAIL Ld9/18/07 SCD JC1 PRIVATE STREET -A <PVT1 >1 /1 /11 JC2SCD cc/y /-^V/<2 CL INOTTOSCALEDETAILAPPROVEDBYDATE(/) 30’TRACT WIDTH 6’6’ 9.5’10.5’10 P.U.E.P.U.E. 5’4.5 0.025:1 MAX 5:1 MAX-4%MAX. y-\ 4"THICK CLASS 3000 CEMENT CONCRETE SIDEWALK 3"MIN.CLASS 1 /2"64-22 HMA PAVEMENT 2"MIN.COMPACTED 5 /8"MINUS CRUSHED ROCK TOP COURSE 9 ”MIN.COMPACTED 1-1 /4"MINUS CRUSHED ROCK BOTTOM COURSE CEMENT CONCRETE CURB AND GUTTER (TYP.) PRIVATE STREET -B (CROWN OR SHED SECTION) NOTES: STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS.1. 2. OHSDETAILNO.APPR.DATE BY oREV.NO.CITY OF CAMAS -STREET DETAIL Ld9/18/07 SCD JC1 PRIVATE STREET -B <PVT 2 >1 /1 /112 SCD JC cc DEjAfL APPROVED BY CL NOT TO SCALE h-DATE ui o$o Ld <> CdCL I If) ££48’TRACT WIDTH 24'24' 6'6’ 14’10'10 *14’P.U.E.P.U.E. 5’5’5’5’ VA A*<:1 MAX A -T0.02 0.02 2%MINI.4%MAX.3-A 4 4 4"THICK CLASS 3000 CEMENT CONCRETE SIDEWALK (TYP.) 3"MIN.CLASS 1 /2"64-22 HMA PAVEMENT 2"MIN.COMPACTED 5 /8"MINUS CRUSHED ROCK TOP COURSE 9"MIN.COMPACTED 1 -1 /4"MINUS CRUSHED ROCK BOTTOM COURSE CEMENT CONCRETE CURB AND GUTTER (TYP.) PRIVATE STREET -D (CROWN OR SHED SECTION) NOTES: STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS. 1. 2. o DETAIL NO,DATE BY APPR .oREV.NO.CITY OF CAMAS -STREET DETAIL LLJ9/18 /07 SCD JC1 PRIVATE STREET -D <PVT 4 >1 /1 /11 SCD JC2 QCsn/-4 -//CL INOTTOSCALEDETAILAPPROVEDBYDATE(/) oBsO LJ <> CdCLI if ) 40’TRACT WIDTH 6’p P.U.E. 6' 3 P.U.E.12 *12’13’ 5 *5’ 1:7 MAX 0.025:1 MAX 5:1 MAX2%MIN.j -4%MAX. A ** 4"THICK CLASS 3000 CEMENT CONCRETE SIDEWALK 3"MIN.CLASS 1 /2"64-22 HMA PAVEMENT 2"MIN.COMPACTED 5 /8"MINUS CRUSHED ROCK TOP COURSE 9"MIN.COMPACTED 1 -1 /4"MINUS CRUSHED ROCK BOTTOM COURSE CEMENT CONCRETE CURB AND GUTTER (TYP.) PRIVATE STREET -F NOTES: STREET SECTION DEPTHS SHOWN ARE ABSOLUTE MINIMUMS. CROSS-SLOPE APPLIES TO CROWN OR SHED STREETS. 1. 2. o$DATE BY APPR.REV.NO.DETAIL NO,oCITYOFCAMAS-STREET DETAIL LU9/18/07 JCSCD1 PRIVATE STREET -F /-4-// <PVT 6 >1 /1 /n SCD JC2 OHV/:CL INOTTOSCALEDETAILAPPROVEDBYDATEin WASHINGTON Storm Details City of Camas 616 NE Fourth Avenue P.O .Box 1055 Camas ,WA 98607 www.citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date :10/28/02 Revision Date:10/21/14 (Partial) City of Camas Storm Details ~INDEX Detail No.Detail Name Rev.Rev.Date STORM NOTES CATCH BASIN (TYPE 1) CURB INLET CATCH BASIN (TYPE 2) 3 10/21/2014 2 1/1/2011 2 1/1/2011 SD1 SD2 SD 3 SD4 COMBINATION CURB INLET 2 1/1/2011 1 /1/2011 1/1/2011 SD5 ROLLED CURB CATCH BASIN (TYPE1) SLOPED FIELD CATCH BASIN 2 SD6 2 SD7 CATCH BASIN TRAP STORM SEWER SERVICE STUB OUT 48"STORM SEWER MANHOLE 2 1/1/2011 1/1/2011 1/1/2011 SD8 2 SD9 2 48"STORM DROP (UNDER 48")MANHOLE 60"STORM DROP (OVER 48")MANHOLE MANHOLE COVER &RISERS 1/1/2011 1 /1/2011 1 /1/2011 SD10 SD11 SD12 2 2 2 FRENCH DRAINS FRENCH DRAIN CLEANOUT CATCH BASIN -PVC SD13 SD14 SD15 2 1/1/2011 3 10/21/2014 2 1/1/2011 SD16 SD17 SD18 SD19 CURB INLET CATCH BASIN -PVC COMBINATION CURB INLET -PVC DRAIN OUTLET STORM WATER MEDALLION 2 1/1/2011 2 1/1/2011 1 1/1/2011 1 10 /21/2014 STORM CONSTRUCTION NOTES : 1.ALL TRENCH EXCAVATION AND PIPE INSTALLATION SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D .O.T.STANDARD SPECIFICATIONS SECTION 7-08.3(1 )AND SECTION 7-08.3(2).ALL EXCESS MATERIAL FROM THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE. 2.PIPE BEDDING,PIPE ZONE MATERIAL AND TRENCH BACKFILL SHALL BE AN APPROVED GRANULAR MATERIAL OF EITHER WASHED SCREENINGS OR 5 /8 INCH MINUS CRUSHED ROCK . SAND BACKFILL IS NOT ALLOWED . 3.TRENCH COMPACTION SHALL BE PER THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D .O.T.STANDARD SPECIFICATIONS SECTION 7-08.3(3).CONTRACTOR TO DETERMINE THE TYPE OF EQUIPMENT AND METHOD TO USE TO ACHIEVE THE REQUIRED COMPACTION.EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE A .A .S.H.T.O.T-180 TEST METHOD. 4.SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE CITY. 5.ALL STORM MAIN PIPE SHALL BE A MINIMUM 12 INCHES DIAMETER. 6.ALL STORM PIPE LATERALS SHALL BE A MINIMUM 10 INCHES DIAMETER. 7.STORM PIPE MATERIALS SHALL BE AS INDICATED IN TABLE 7-1 IN THE CAMAS STORMWATER DESIGN STANDARDS MANUAL (CSDSM ). 8.STORM PIPE MINIMUM SLOPE SHALL BE AS INDICATED IN TABLE 7-2,AND MAXIMUM SLOPE SHALL BE AS INDICATED IN TABLE 7-3 IN THE CSDSM . 9 .ALL MANHOLES LOCATED IN UNIMPROVED EASEMENTS AND RIGHT OF WAYS SHALL BE PROVIDED WITH TAMPER PROOF LIDS AND SHALL BE SET 6 INCHES ABOVE FINISHED GRADE. 10.VIDEO INSPECTION TAPES AND REPORTS MAY BE REQUIRED AT THE CITY’S DISCRETION. MANDREL TESTING MAY BE REQUIRED AT THE CITY’S DISCRETION . 11.INSTALL STORMWATER MEDALLION ON CURB AT EACH CATCH BASIN OR CURB INLET. oDETAILNO.3=BY APPR.DATEREV.NO.CITY OF CAMAS ~STORM DETAIL o 9 /18 /07 SCD JC1 inSTORMCONSTRUCTIONNOTESLdSD11/1 /11 SCD JC2 O /^2 /'/4 z10/21 /143 SCD JC NOT TO SCALE CJAILAPPROVEDBYDATEif) STREAMSAVER SPACE SAVER ELBOW,SEE DETAIL SD 7 10 ”STORM SEWER OR AS PER PLANS RISER 45‘BEND MAX. (SEE NOTE 3) PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS AND SEALED WITH NON -SHRINK GROUTLIFTHOLES FOR HANDLING TYPE 1 CATCH BASIN ><SECTIONBASE UNIT CATCH BASIN TYPE NOTES : CATCH BASIN INLET SHALL CONSIST OF A PRECAST WSDOT TYPE 1 BASE AND A PRECAST TOP UNIT,OR APPROVED EQUAL THE TOP UNIT SHALL CONSIST OF A SEPARATE CAST IRON FRAME AND GRATE OR A CAST IRON GRATE WITH THE FRAME CAST INTO 6 ”RISER. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR ,AND THE WALLS MAY BE SLOPED AT A RATE OF 1 :24 OR STEEPER . LATERALS SHALL BE CONSTRUCTED TO ENTER THE BASIN PERPENDICULAR TO THE BASIN WALL THE LATERAL SHALL ENTER ONLY AT THE FRONT OR SIDE OF THE BASIN WITH NO LATERALS ALLOWED TO ENTER THE CATCH BASIN AT THE CORNERS .IF NEEDED,A BEND MAY BE USED AS THE FIRST SECTION OF PIPE OUTSIDE THE BASIN WALL.THE MAXIMUM BEND ALLOWED SHALL BE 45 DEGREES. ALL REINFORCED STEEL SHALL HAVE 1 -1 /2 ”CLEAR COVER UNLESS OTHERWISE NOTED ,AND SHALL BE GRADE 40 OR GRADE 60 (ASTM A -615). ANY PROTRUDING ENDS OF PIPES SHALL BE TRIMMED FLUSH WITH THE INSIDE WALLS AND SEALED WITH NON-SHRINK GROUT. THE METAL FRAME AND GRATE SHALL BE SET TO A SLOPE TO CONFORM TO THE PARTICULAR DRAINAGE SLOPE. CAST IRON GRATE SHALL HAVE DIAGONAL VANES AS SHOWN.NO WELDING IS PERMITTED. ZYMARK STREAMSAVER SPACE SAVER CATCH BASIN OUTFALL ELBOW OR APPROVED EQUAL SHALL BE USED IN ALL CATCH BASINS.TRAP SHALL BE INSTALLED FLUSH WITH INTERIOR WALL OF CATCH BASIN BASIN TRAP DETAIL. 1 . 2. 3. 4. 5. 6 . 7 . 8 . SEE CATCH REV.NO.DATE BY APPR.DETAIL NOCITYOFCAMAS~STORM DETAIL o9/18/071 SCD JC CATCH BASIN (TYPE 1 )$oSD21/1 /112 SCD JC mo NOT TO SCALEDETAILAPPROVEDBYDATE ui A nn z z 2 2 CM OrOCM Pt!6 ”R 24 ”MIN. CURB INLET 36 ”MIN. A TOP VIEW 3 1 /2 ”X 3 1 /2 ”x 1 /4 ”X 36 ” MIN.GALVANIZED ANGLE TRASH RACKSI7II /*-t -.‘J * 24 ”24 ”—|4-1 /2”— ERONT VIEW SECTION B -B 2 ”GUTTER DROP — 1 0 ”STORM SEWER OR AS PER PLANS STREAMSAVER SPACE SAVER ELBOW, SEE DETAIL SD 7 24 ” 3 -1 /2 ”r e 45‘BEND MAX.—^(SEE NOTE 2) PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS AND SEALED WITH NON -SHRINK GROUT 3 -1 /2 ” ISTANDARD CURB & GUTTER '^r INSTALL RISER SECTIONS AS REQ ’D TO MATCH FINISHED GRADE 4 ” TYPE 1 CATCH BASIN TOP UNIT SECTION A -A SECTION A -A NOTES : CURB INLET CATCH BASIN SHALL CONSIST OF A PRECAST WSDOT TYPE 1 BASE AND A PRECAST TOP UNIT,OR APPROVED EQUAL LATERALS SHALL BE CONSTRUCTED TO ENTER THE BASIN PERPENDICULAR TO THE BASIN WALL THE LATERAL SHALL ENTER ONLY AT THE FRONT OR SIDE OF THE BASIN WITH NO LATERALS ALLOWED TO ENTER THE CATCH BASIN AT THE CORNERS.IF NEEDED,A BEND MAY BE USED AS THE FIRST SECTION OF PIPE OUTSIDE THE BASIN WALL.THE MAXIMUM BEND ALLOWED SHALL BE 45 DEGREES. ALL REINFORCED STEEL SHALL HAVE 1 -1 /2 ”CLEAR COVER UNLESS OTHERWISE NOTED,AND SHALL BE GRADE 40 OR GRADE 60 (ASTM A -615). ANY PROTRUDING ENDS OF PIPES SHALL BE TRIMMED FLUSH WITH THE INSIDE WALLS AND SEALED WITH NON-SHRINK GROUT. THE METAL FRAME AND GRATE SHALL BE SET TO A SLOPE TO CONFORM TO THE PARTICULAR DRAINAGE SLOPE. ZYMARK STREAMSAVER SPACE SAVER CATCH BASIN OUTFALL ELBOW OR APPROVED EQUAL SHALL BE USED IN ALL CATCH BASINS.TRAP SHALL BE INSTALLED FLUSH WITH INTERIOR WALL OF CATCH BASIN DETAIL. CURB &GUTTER TO BE INSTALLED PRIOR TO INSTALLATION OF CURB INLETS.CONTRACTOR IS RESPONSIBLE FOR BLOCKING OUT CURB &GUTTER FOR ADEQUATE SPACE IN INSTALLING CURB INLETS. 1 . 2. 3. 4. 5 . 6 . SEE CATCH BASIN TRAP 7. BYDATE APPR.DETAIL NO,REV.NO.CITY OF CAMAS -STORM DETAIL o9/18 /07 SCD1 JC CATCH BASIN (TYPE 2)5oSD31/1 /112 SCD JC CD7/L o ETAll 22.NOT TO SCALEDILAPPROVEDBYDATE in 703M 03ZccoA=3 /3o29”32 "CURB AND GUTTER to 4 4o©><3CO 24 ”x3 —1 /2 "CAST IRON MANHOLE FRAME AND COVER 2-1 /2 ”x 3-1 /2 " x 1 /4 ”GALV. STEEL ANGLE 2 -1 /2 "x 2 -1 /2 " x 3 /8 ”GALV. STEEL FRAME m <7 LUO <7 EXPANSION JOINTo<-2 -<3 CO CO 4 I—2 "rooo i-<o o O •oAu Au AQ_STREET GRADE zo £ <=5cru 4 <7>4 ”4c_D 2 "DIA HOLE TO DRAIN SUBGRADE 4oo“C)A 2mI <A70 A<7CN?—2 Z i<3 '43<36"<7REMOVABLE GRATING A1 4 /3 <7<3 4 4 00 EA42”DIA HOLE TO DRAIN SUBGRADE CD<7 4A TOPAAA<7 A<7 UNIT<3 tA 1 Ai«7 2A<7 CN ?-2 A A A s12"MIN.1 -1 /4 ”MINUS COMPACTED TO 95%T-180 45’BEND MAX .(SEE NOTE 2) NOTE: PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS AND SEALED WITH NON-SHRINK GROUT . PIPE SIZED PER PLANS . CDA N"<m CN\S=1 % MIN .A TYPE 1 BASE <3 4z A CD 7 A fA2A00STREAMSAVER SPACE SAVER ELBOW ,SEE DETAIL SD 7 <3AA4”TYP.4 -*<7A<7 A4A<7 41<7A 20 " 6 ”6 ”<7 A <A A22"<7 «712”MIN .1 -1 /4 ”MINUS COMPACTED TO 95%T -180 4 4<7AJ A <3 <7 SECTION A -A <A A29"32 ”A4 TOP VIEW NOTES : 1 .COMBINATION CURB INLET CATCH BASIN SHALL CONSIST OF A PRECAST WSDOT TYPE1BASEANDAPRECASTTOPUNIT,OR APPROVED EQUAL LATERALS SHALL BE CONSTRUCTED TO ENTER THE BASIN PERPENDICULAR TO THEBASINWALL.THE LATERAL SHALL ENTER ONLY AT THE FRONT OR SIDE OF THEBASINWITHNOLATERALSALLOWEDTOENTERTHECATCHBASINATTHECORNERS .IF NEEDED ,A BEND MAY BE USED AS THE FIRST SECTION OF PIPE OUTSIDE THEBASINWALL.THE MAXIMUM BEND ALLOWED SHALL BE 45 DEGREES . ALL REINFORCED STEEL SHALL HAVE 1 -1 /2 "CLEAR COVER UNLESS OTHERWISE NOTED ,AND SHALL BE GRADE 40 OR GRADE 60 (ASTM A —615). ANY PROTRUDING ENDS OF PIPES SHALL BE TRIMMED FLUSH WITH THE INSIDE WALLS AND SEALED WITH NON-SHRINK GROUT. THE METAL GRATE SHALL HAVE VANES SET PERPENDICULAR TO THE CURB .ZYMARK STREAMSAVER SPACE SAVER CATCH BASIN OUTFALL ELBOW OR APPROVEDEQUALSHALLBEUSEDINALLCATCHBASINS.TRAP SHALL BE INSTALLED FLUSH WITH INTERIOR WALL OF CATCH BASIN 2 . 1 /2 "x 2 ”FLAT BAR (TYP.) zo sN- CNo 3 .IT FILLET WELDSo>4.m 1 -1 /2 "(TYP.)5 .om 6 .34 "CO >O SEE CATCH BASIN TRAP DETAIL.z INLET GRATINGo ST -CB .DWG LEVELING PAD 8 -3 /4 ”x 2 -1 /4 ”x 1 /8 ”6 -1 /2 ”(TYP) 15 ”x 22 ” OPENING 3 /4 ”(TYP.)e*k .A ]<)CB B CM*)c \Q_>-vP *I Li FT )(i )(CM I$5 ”4 ”i l )(M" CM)ctfnn T2”—)cf2”i)c]30 ”)ca.V->-tSECTIONB-B CM\0_1 ”1 -5 /8 ” (TYP.)T £NOTES : WELDING NOT PERMITTED MATERIAL IS CAST IRON ASTM A 48 CLASS 30. 1 .17 -1 /4 ”2 . FRAME &GRATE PLAN CEMENT CONCRETE GUTTER (ROLLED CURB)STREET PAVEMENT V 4iAXA BACK EDGE OF ROLLED CURB <7 < o ? F 2CEMENTCONCRETESIDEWALKFRONTEDGEOF FRAME EVEN WITH EDGE OF STREET PAVEMENT c/):A Z CDCEMENTCONCRETEROLLEDCURB CURB TRANSITION FRONT EDGE OF —\FRAME FLUSH WITH STREET SURFACE t AA NON -SHRINK GROUT (TYP.) TYPE 1 CATCH BASIN SIDEWALK OR PLANTER STRIPSECTIONA-A < NOTES :2 -0 ”A*3-WELDING NOT PERMITTED SET FRAME TO GRADE AND CONSTRUCT ROAD AND CURB TO BE FLUSH AT FRONT AND BACK OF FRAME. SEE TYPE 1 CATCH BASIN FOR PIPE INSTALLATION DETAIL. 1 .<7 2 . INSTALLATION PLAN3. DATE BY APPR.REV.NO.DETAIL NO.CITY OF CAMAS -STORM DETAIL ROLLED CURB CATCH BASIN (TYPE 1 ) lz4z/f o9/18/071 SCD JC $oSD51/1 /112 SCD JC m /? DETAIL APPROVED BY o NOT TO SCALEDATE o Q CD O J1 16.25 ” r—4.75 ” f 6.75 ” I5” 17.75 ” 1 ” TRAP INSERTLOWPROFILETRAP PIPE WALL TRIMMED FLUSH WITH INSIDE WALL OF INLET AND GROUTED INSIDE &OUTSIDE DO NOT GROUT TRAP TO ’’TRAP INSERT.”TRAP TO BE REMOVABLE FOR MAINTENANCE. TRAP INSERTs/ r 74.75 ”OUTLET PIPE6.75 ” 1=//////////////////, *. .•: r NOTES: 1 .ZYMARK STREAMSAVER SPACE SAVER CATCH BASIN OUTFALL ELBOW OR APPROVED EQUAL SHALL BE USED IN ALL CATCH BASINS.TRAP SHALL BE INSTALLED FLUSH WITH INTERIOR WALL OF CATCH BASIN ’’TRAP INSERT ”SHALL BE ADHERED TO INSIDE WALL OF PIPE. CONSTRUCTION ADHESIVE DESIGNED FOR USE ON POLYETHYLENE SHALL BE USED.FACE OF ’’TRAP INSERT”SHALL BE FLUSH WITH WALL OF STRUCTURE TRAP MATERIAL SHALL BE HDPE 2. 3. REV.NO.DATE BY APPR .DETAIL NO.oT CITY OF CAMAS ~STORM DETAILH O9/18/07 &r/,1 SCD JC $CATCH BASIN OUTFALL ELBOW oSD71/1 /112 SCD JC m7AV'-//o3.NOT TO SCALEDETAILAPPROVEDBYDATE i f ) 6 ’PUBLIC UTILITY EASEMENT6’OR PER PLAN 6 ’OR PER PLAN 2 ’ 110’2 X 4 BOARD 2 ’PAST P.U.E. (PAINTED WHITE) U>-<z$ ILL.LJJO2 TEMPORARYcnPAVINGPERPLANSCEMENTCONCRETE SIDEWALK LU CAPCLXooCL{FRENCH DRAIN PER PLANS CL CLAPPROVEDGRANULAR BACKFILL COMPACTED TO 95%OF T-180 CEMENT CONCRETE CURB &GUTTER r ABOVE GRADE TT.’.iv !%•»MV\m WKS \m Si 4 "OR 6 "PIPE 4.0;i‘ o!*.>•MIN.45*PVC BEND «•MAIN SIZE X . SELECT GRANULAR MATERIAL COMPACTED TO 95%OF T —99 45*BENDSERVICESIZEWYE: >.2 27 STORM SEWER MAIN; SIZE PER PLAN A -'HU-*• HU 3 5 •ill2%MIN.I i£|iasososoj=111=WYE4”OR 6 ”3054 PVC OR HDPE N -12 PIPE4”MIN. GRANULAR —1 BEDDING 4"MIN. GRANULAR BEDDING END CAP OR PLUG on NOTES:PVC PIPE FROM RAIN DRAINS SOLVENT WELD OR GASKETED ADAPTER ,FERNCO COUPLING NOT ALLOWED ALL PIPE SHALL BE HDPE DUAL WALL N -12 OR 3034 PVC EXCEPT WHERE NOTED ON PLANS. HDPE N -12 SPLIT COUPLERS SHALL NOT BE USED TO JOIN N -12 PIPE SECTIONS OR FITTINGS. STORM SEWER SERVICE PIPE SIZE SHALL BE 2 ”SIZE DIFFERENTIAL FROM SANITARY SEWER SERVICE SIZE. ELEVATION OF SERVICE STUB OUT AND CONNECTION TO BE NOTED ON AS -BUILT DRAWINGS. CLEANOUT SHALL REMAIN ABOVE GROUND UNTIL LANDSCAPING IS COMPLETED,THEN IT MAY BE CUT FLUSH WITH FINISH GRADE. 1 . 2 . FROM HOUSE3.h 34. RAIN DRAIN CONNECTION AT BUILD -OUT5. BY APPR.DATE3EV.NO.DETAIL NO.OCITYOFCAMAS-STORM DETAIL $9 /18/07 SCD JC o1STORMSEWERSERVICEnA^-// >SD 81/1 /112 SCD JC cn LJ00 NOT TO SCALE oDETAILAPPROVEDBYDATEoo REV. NO. 2 FLAT TOP A J t~--fLl--__ ------....--J'7l.............,. ~--.-, _~~ A L 28" MA X. : "," 8" L··.~25"~ 28" MAX . DATE 9 /18/07 1/1/11 NON-SHRINK GROUT (TYP) SEE MANHOLE COVER & ~ RISERS DETAIL ECCENTRIC CONE TOP t PLAN VIEW NOTES: 1. ALL PIPE OPENINGS SHALL BE CORED AND SEALED WITH NON-SHRINK GROUT INSIDE AND OUTSIDE MANHOLE 36" 2 . MASTIC SEAL REQ'D IN ALL KEYlOCK JOINTS ooo'\) ] 12" (TYP .) ~:. -:-: -~ -11 5" 3. MANHOLES SHALL CONFORM TO ASTM C-478 4. FLAT TOP SECTION MAY BE USED FOR SHALLOW MANHOLES 5. INSIDE JOINTS SHALL BE STRUCK SMOOTH & EVEN WITH THE INSIDE WALLS 6 . MANHOLE BASE TO HAVE SHAPED CHANNELS. FLOW LINE & INSIDE SURFACES SHALL BE TROWlED SMOOTH & UNIFORM BY SCD SCD 48" ~ 1'-2'-3'-4' SECTIONS PRECAST BASE 1 1/4" -0 COMPACTED TO 95% T-180 SECTION VIEW A-A APPR. CITY OF CAMAS -STORM DETAIL JC 48" STORM SEWER MANHOLE JC ~ e~ /-4 ,-1/ D ,T APPROVED BY DATE MASTIC SEAL DETAIL NO. SD9 NOT TO SCALE 0 :s: 0 (fJ w ...J 0 :r: z « L FLAT TOP f A A AA28”MAX .f 8 ”l NON -SHRINK GROUT (TYP)PLAN VIEWSEEMANHOLECOVER& RISERS DETAIL ECCENTRIC CONE TOP NOTES: 48 ”DIAMETER MANHOLES SHALL HAVE DROPS NOT TO EXCEED 48 "WITHOUT DROP CHANNELING.INTERIOR DROP PIPING NOT ALLOWED IN 48 ”DIA.MANHOLE. ALL PIPE OPENINGS SHALL BE CORED AND SEALED WITH NON -SHRINK GROUT INSIDE AND OUTSIDE MANHOLE MASTIC SEAL REQ ’D IN ALL KEYLOCK JOINTS MANHOLES SHALL CONFORM TO ASTM C -478 FLAT TOP SECTION MAY BE USED FOR SHALLOW MANHOLES INSIDE JOINTS SHALL BE STRUCK SMOOTH & EVEN WITH THE INSIDE WALLS MANHOLE BASE TO HAVE SHAPED CHANNELS. FLOW LINE &INSIDE SURFACES SHALL BE TROWLED SMOOTH &UNIFORM 1 .12 ”MAX 28 ”MAX . 2 . 36 ” 3. 4. 5 . 6. 5 ”7.—u 1 '—2 '—3 ’—4’ SECTIONS=0 *a 12 ” MIN. (TYP)v- V MASTIC SEAL•' PVC OR N —12 PIPE AS SHOWN ON PLANSI NON —SHRINK GROUT (TYP)12 ” MIN. PRECAST BASE 1 1 /4 ”-0 COMPACTED TO 95%T-180SECTIONVIEWA-A oREV.NO.DATE BY APPR.DETAIL NO .=£CITY OF CAMAS -STORM DETAIL o9/18 /071 SCD JC ui48”STORM SEWER DROP MANHOLE LUSD101/1 /112 SCD JC OxxNOTTOSCALE<DETAIL APPROVED BY DATE MAX 28" (TYP) _t 7" -t 6" j l' TO 8' SECTIONS AS NEEDED j 2' TO 8' BASE j 12" MIN. t REV . NO. DATE 9/18/07 2 1/1/11 ECCENTRIC CONE TOP FLAT TOP N-12 PVC TEE WITH SDR35 BRANCH REQ'D. 12" MAX, ¢ . ". ::::iJ 3034 PVC ' .. OR APPRV'D EQUAL .. :::'iJ J12" ____ (TYP.) . --L) SECTION VI EW A-A 36" A A _I L J SEE MANHOLE COVER & RISERS DETAIL " ' (f)(f) (f)f- W-1 -10 zm ~~ (f) I(f) I::::~ PL AN VIEW NOTES: NON-SHRINK GROUT (TYP) MASTIC SEALS 1. MANHOLES WITH GREATER THAN 48" DROP SHALL BE 60" DIAMETER WITH AN INTERIOR DROP s: g: OVER 48" 2. ALL PIPE OPENINGS SHALL BE CORED AND SEALED WITH NON-SHRINK GROUT INSIDE AND a:(f) 0-1 Iw UW Zf- «(f) OUTSIDE MANHOLE 3. MASTIC SEAL REQ'D IN ALL K EYLOCK JOINTS 4. MANHOLES SHALL CONFORM TO ASTM C-478 5. FLAT TOP SECTION MAY BE USED FOR SHALLOW MANHOLES 6. INSIDE JOINTS SHALL BE STRUCK SMOOTH & EVEN WITH THE INSIDE WALLS 7. MANHOLE BASE TO HAVE SHAPED CHANNELS. PRECAST BASE FLOW LINE & INSIDE SURFACES SHALL BE TROWLED SMOOTH & UNIFORM 1 1/4" -0 COMPACTED TO 95% T-180 BY APPR. CITY OF CAMAS -STORM DETAIL DETAIL NO. SCD JC 60" STORM SEWER DROP MANHOLE SD 11 SCD JC 1-4-1/ DATE NOT TO SCALE C) s: 0 (f) w -1 0 I Z « 2 FRAME & CO V ER ~ 12" RISER RING & COLLAR DETAIL 28" FLAT TOP F9t'--OOm----____ ~ RISER ~ MAX. ~ ~. ~ .. ~ <l..# 8" .... 1"~25"~ A~ " ECCENTRIC CONE TOP t 28" MAX. ~r-___ ---lL...A t MA X 12" -t RISER RINGS " . • ~~~1J ] ". 'CO)) 12" SECT ION VIEWS A A NOTES: 1. MANHOLES SHALL C 2. NON-SHRINK GR ONFORM TO ASTM C-478 A L R~:ER RINGS, AN~U~A~HHA5CE BE USED BETWEEN FRAME, 3. 3 TALL FRAME IS STA '" IS OPTIONAL. NDARD, 7 TALL FRAME (NOT SHOWN) 4 . ANY COMBINATION OF RI FRAME SHALL BE USED ~~R RING THICKNESS, GROUT, AND DEPTH FROM FINISH GRADE ;~H~IVE THE 12" MA X IMUM OP OF CONE OR FLAT TOP. .//'/""~""-'-'--""~'~"" ........... ". '\. \\ \ \ I / f ::-,. / / .. " / "'-,-...... _----_ ...... ,.// PLAN VIEW STORM COVER SAN ITARY COVER t a "'"'?' r r-23" --j ! SECTION B-B B B L J 3" TALL FRAME CAST IRON SUBURBAN COVER & FRAME A J 3" BY APPR. CITY OF CAMAS -STORM DETAIL 0 SCD JC Ul MANHOLE COVER & RISERS DETAIL NO. is _____ ~ ____ ~ __ ~ __ _L~~~~~~~~~lf~::~~::/:-J~D~-~/E~f~ ________ ~~~~;l __ S::D~1:2~~~~ NOT TO SCALE ::: 2 1/1/11 SCD JC LdCDZCT IDo CLooQC12’CLLd O 5’<2 ’5 SIDEWALK 6 ”6 ”TYPICAL CURB MIN.MIN.18 ” 4 < W /S SERVICE BOXES 2’3’ (TYP.)I i1EACH3”PVC SLEEVE FOR WATER AND SEWER SERVICE PIPE FEED -THROUGH (TYP) 1 -1 /2 ”OR 2 ”CLEAN DRAIN ROCK (TYP) FILTER FABRIC (TYP) 4 ” t 6 ”PERF.DRAIN PIPE ASTM D -2729 OR ASTM F-2648 (TYP)PLANTER STRIP CD CTz>o 12 ’ o 5.5’6.5’LOCATION PER PLAN SIDEWALKLdO<2 ’L_ 6 ” MIN. 4 <7A W/S SERVICE BOXES 2 ’3’ (TYP.)3l18”— 1 EACH 3 ”PVC SLEEVE FOR WATER AND SEWER SERVICE PIPE FEED -THROUGH (TYP) 1 -1 /2 ”OR 2 ”CLEAN DRAIN ROCK (TYP) FILTER FABRIC (TYP) I,cr 4”T 6 ”PERF.DRAIN PIPE ASTM D -2729 OR ASTM F-2648 (TYP)NO PLANTER STRIP NOTES: 1 .PIPE SHALL BE PVC PERFORATED DRAIN PIPE AND SOLID WALL PIPE,OR RIGID N-12 HDPE DUAL WALL PERFORATED DRAIN PIPE AND SOLID WALL PIPE. POLYETHYLENE PIPE IS NOT ALLOWED ALL FRENCH DRAIN FITTINGS SHALL BE PVC SOLVENT WELD TYPE OR POLYETHYLENE GASKETED TYPE. SEE ’FRENCH DRAIN CLEANOUT’DETAIL DRAWING FOR CLEANOUT CONSTRUCTION. 3 ”PVC UTILITY SLEEVE SHALL BE INSTALLED ACROSS FRENCH DRAIN TRENCH AS SHOWN,FOR EACH WATER AND PRESSURE SEWER SERVICE. BASED ON 52 ’OR 60 ’R.O.W. USE OF SINGLE WALL FLEXIBLE CORRUGATED 2. 3. 4. 5. o DETAIL NO.^BYREV.NO.DATE APPR.CITY OF CAMAS -STORM DETAIL Q 9 /18/07 SCD1 JC zFRENCHDRAINS /-+// crSD131/1 /11 SCO2 JC Qcr? DETAIL APPROVED BY NOT TO SCALE oDATEcf) o5ozcr crLL. Qcn REV. NO. 2 6" CONCRETE CURB 18" MIN 24" MIN (FOR AASHTO H-25) INVERT ACCORDING TO PLANS WATER TIGHT JOINT (CORRUGATED HDPE SHOWN) 1. DRAIN BASIN TO BE 24" DIAMETER NYLOPLAS T OR EQUAL (ROUND) STRUCTURE. 2. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 3. USE APPROPRIATE TYPES OF INLET & OUT LET ADAPTERS TO MATCH PIPE AS SHOWN IN PLANS. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO AS TM D3212 FOR CORRUGA TE D HDPE & SDR 35 PVC 5. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5' -0". 6. BACKFILL MAT ERIAL BELOW & TO SIDE OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR /I CRUSH ED STONE OR GRAVEL, PLACED UNIFORMLY. BACKFI LL TO MEET WSDOT M41 -10 & T99 95% COMPACTION. 7. DRAIN BASIN FRAME & GRATE SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS & ME ET THE STRENGTH REQUIREMENTS OF FEDER AL SPECIFICATION RR-F -621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -R OCKING FIT WITH ANY COV ER POSITION. 8. FRAME MUST BE INSTALLED WITH FLANGE DOWN. 9. BASE PLATE SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 10 . ALL CAST -IN -PLACE CONCRET E SHALL BE CLASS 4,000. 11. FOR US E IN LOW VOLUME ROADWAYS AT THE CITY ENG IN EER'S DISCR ETION. AASHTO H-25 CONCRETE SLAB 8" MIN THICKNESS INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN O.D. 10"-12" N-12 HDPE OR SDR 35 PVC ADAPTER STORM FLOW WATER LEVEL AFTER STORM EVENT TRAPPED OIL & FLOATING DEBRIS NP REMOVABLE DEBRIS TRAP SAND AND SILT WSDOT HERR INGBONE FRAME & GRATE r STORM FLOW STORM FLOW INVERT t 20" MIN. j 1 30" MIN. I DATE BY APPR. CITY OF CAMAS -STORM DETAIL DETAIL NO. 9/18/07 SCD JC CATCH BASIN PVC 1/1/11 -SD15 SCD JC /L>o 4-1/ DATE NOT TO SCALE (') ::; 0 a:i u I f- (f) 6" CONCRETE CURB CONCRETE GUTIER 24" MIN (FOR AASHTO H-25) INVERT ACCORDING TO PLANS / TAKE OFF NOTES: WATER TIGHT JOINT (CORRUGATED HOPE SHOWN) 1. DRAIN BASIN TO BE 24" DIAMETER NYLOPLAST OR EQUAL (ROUND) STRUCTURE. 2. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 3. USE APPROPRIATE TYPES OF INLET & OUTLET ADAPTERS TO MATCH PIPE AS SHOWN IN PLANS. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 FOR CORRUGATED HOPE & SDR 35 PVC 5. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIP E INVERT IS 5' -0". 6 . BACKFILL MATERIAL BELOW & TO SIDE OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL, PLACED UNIFORMLY. BACKFILL TO MEET WSDOT M41 -10 & T99 95% COMPACTION . 7 BASE PLATE SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. S. GUTIER IS TAPERED DOWN TO INL ET . 9. ALL CAST -IN-PLACE CONCRETE SHALL BE CLASS 4,000. 10. FOR USE IN LOW VOLUME ROADWAYS AT THE CITY ENGINEER'S DISCRETION. f1\ 24" CAST IRON LOCKING ~ FRAME & COVER (0 2 EA. #4 TRASH BARS @ 9" '\V O.C. 2 1/2" X 3 1/2" X 1/4" X 035 7/S" GALVANIZED ANGLE IRON lS" MIN I AASHTO H-25 ____ -+-r---------CO NCR ETE SLAB t S" MIN THICKNESS INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN 0.0. 10"-12" N-12 HOPE ~ OR SDR 35 PVC ADAPTER STORM FLOW WATER LEVEL AFTER STORM EVENT TRAPPED OIL & FLOATING DEBRIS NP REMOVABLE DEBRIS TRAP SAND & SILT 4" MIN. STORM FLOW REV . NO. DATE BY APPR. CITY OF CAMAS -STORM DETAIL DETAIL NO. SD16 CURB INL ET CATCH BASIN -PVC 9/18/07 SCD JC 2 1/1/11 seD JC NOT TO SCALE D 3 o CD u I I- ~ __________________________________ w. ______________________________________________________________ ~~ I o$Oi 2 Q1OO' I Q 10 STORM CONSTRUCTION NOTES: 1.STORM WATER MEDALLION SHALL BE PERMANENTLY FASTENED TO THE TOP OF THE CURB ADJACENT TO EVERY CATCH BASIN. 2.MEDALLION SHALL BE AN ALMETEK 4 INCH STORM DRAIN MARKER (AS SHOWN ABOVE), STAMPED STAINLESS STEEL,WITH BLUE BACKGROUND COLOR AND CENTER RIVET HOLE,OR APPROVED EQUAL oREV.NO.DATE BY APPR.DETAIL NO.=£CITY OF CAMAS -STORM DETAIL&oKy10/21 /14 N C71SCDJCc.00J-STORM WATER MEDALLION LdSD19ozfp./Q~2/-/4 DATE C7Z IDETAIL^XPPROVED BY NOT TO SCALE/NQ Q00 WASHINGTON Sewer Details City of Camas 616 NE Fourth Avenue P .O .Box 1055 Camas,WA 98607 www.citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date:10/28/02 Revision Date:10/21/14 (Partial) City of Camas General Sanitary Details ~INDEX Detail No.Detail Name General Sanitary Sewer Details Rev.Rev.Date 3 10/21/14 10/21/14 S1 48"SANITARY SEWER MANHOLE 3S248"SANITARY STD.DROP (UNDER 18")MANHOLE 1/1/11 1/1/11 2S360"SANITARY DROP (OVER 18")MANHOLE MANHOLE COVER &RISERS 2S4 o Q 00Ld OXz< KOR -N-SEAL BOOT (TYP) FLAT TOP tiIf A A A A28”MAX.«.8 ”.i i"TJ 25 ” -U — PLAN VIEW SEE MANHOLE COVER & RISERS DETAIL ECCENTRIC CONE TOPi l NOTES:12 ”MAX.28 ”MAX.48 ”DIAMETER MANHOLES SHALL HAVE CHANNELED DROPS NOT TO EXCEED 18”. MANHOLES WITH A DROP GREATER THAN 18” SHALL BE 60 ”DIA.WITH AN INTERIOR DROP. SEET DETAIL S3. ALL PIPE OPENINGS SHALL BE CORED AND RUBBER BOOTED MASTIC SEAL REQ’D IN ALL KEYLOCK JOINTS MANHOLES SHALL CONFORM TO ASTM C-478 FLAT TOP SECTION MAY BE USED FOR SHALLOW MANHOLES INSIDE JOINTS SHALL BE STRUCK SMOOTH & EVEN WITH THE INSIDE WALLS MANHOLE BASE TO HAVE SHAPED CHANNELS. FLOW LINE 8c INSIDE SURFACES SHALL BE TROWLED SMOOTH &UNIFORM MANHOLE TO BE VACUUM TESTED IN ACCORDANCE WITH C.O.C.STANDARDS 10.MANHOLE TO BE SPRAY LINED WITH HYDROGEN SULFIDE RESISTANT MATERIAL RAVEN 405 OR APPROVED EQUAL SUBMITTAL REQUIRED i-1 . *i 2 .*i 36 ”.-<”T)3. 5 12 ”(TYP.)4. 5..4i 6..a <A A^7.AuSTEPSSHOWN 5 ”OVER CHANNEL FOR CLARITY •>8. 1 ’—2’—3’—4’ SECTIONS A:A Frrrl)A 9 .48 ”» 4 '=D 7^i <.I A iA ir * 18 ”MAX. '*•4 •< i A•4 ” < •J •?:*•4 MASTIC SEAL*.'A -A-6”.<A «-A.•A :KOR -N-SEAL BOOT (TYP) PRECAST BASE 12”MIN 1 1 /4”-0 COMPACT TO 95%T-180 SECTION VIEW A -A oDATEBYAPPR.DETAIL NO.=£REV.NO.CITY OF CAMAS -SANITARY DETAIL 48 ”SANITARY SEWER DROP (UNDER 18 ”)MANHOLE Q5/1 /071 SCD JC inLxJS21/1 /112 SCD JC O*n=10/21 /143 SCD JC zrNOTTOSCALE<JL APPROVED BY DATE t 28" MA X . _t 7" T l' TO 8' SECTIONS AS NEEDED j 2' TO 8' BASE L REV. NO . DATE 5 /1/07 2 1/1/1 1 . ECCENTRI C CO NE TOP 25" -=--=--=-11 FLAT TOP ::=-iJ 25" B x B x S TEE 12" MA X . ¢ 3034 PVC OR APPRV'D EQUAL t MA X. (TYP .) I 36" 1 SEE MANHOLE COVER & RISERS DETAIL en en en I-W---..1 ---..10 zm ~~ en I en f-o.. -« ~o:: f- 0:: en 0---..1 Iw UW Zl-«en A L co 0:: w > 0 PRECAST BASE 12" MIN 1 1/4" -0 COMP TO 95% T-180 SECT ION VIEW A-A PLAN VIEW NOTES: KOR-N-SEAL BOOT (TYP) MASTIC SEALS 1 . MANHOLES WITH GREATER THAN 18" DROP SHALL BE 60" DIAMETER WITH AN INTERIOR DROP 2 . ALL PIPE OPENINGS SHALL BE CORED AND RUBBER BOOTED 3. MASTIC SEAL REQ'D IN ALL KEYLOCK JOINTS 4. MANHOLES SHALL CONFORM TO ASTM C-478 5. FLAT TOP SECTION MAY BE USED FOR SHALLOW MANHOLES 6. INSIDE JOINTS SHALL BE STRUCK A J SMOOTH & EVEN WITH THE INSIDE WALLS 7. MANHOLE BASE TO HAVE SHAPED CHANNELS. FLOW LINE & INSIDE SURFACES SHALL BE TROWLED SMOOTH & UNIFORM 8. MANHOLE TO BE VACUUM TESTED IN ACCORDANCE WITH C.O.C. STANDARDS 9 . MANHOLE TO BE SPRAY LINED WITH HYDROGEN SULFIDE RESISTANT MATERIAL RAVEN 405 OR APPROV ED EQUAL SUBMITIAL REQUIRED BY APPR. CITY OF CAMAS -SANITARY DETAIL DETAIL NO. SCD JC 60" SANITAR Y SEWER DROP (OVER 18") MANHOLE S3 SCD JC a#rf?~ /-4-/1 NOT TO SCALE AIL APPROVED BY DATE C) ~ 0 en w ---..1 0 I Z « L o z< WASHINGTON S.T.E.F.Sewer Details Phone:(360)834-6864 Fax: City of Camas 616 NE Fourth Avenue P .O .Box 1055 Camas,WA 98607 www.citvofcamas.us (360)834-1535 Creation Date:10 /28/02 Revision Date:10 /21/14 (Partial) City of Camas STEF Sanitary Details ~INDEX STEF Sanitary Sewer Details 3 10/21/14 1/1 /11 SF1 STEF SEWER CONSTRUCTION NOTES STEF SEWER SERVICE STUB OUT 2SF2 1/1/11 1/1/11 2SF3STEFSEWERSERVICEFORSTEPTANK STEF 90°BEND 2SF4 1/1 /11 1/1/11 2SF5STEFINLINECLEANOUT 2SF6STEFMAINLINETEEASSEMBLY(FLOW A ) 1/1/11 1/1/11 2SF7STEFMAINLINETEEASSEMBLY(FLOW B) STEF MAINLINE CROSS ASSEMBLY 2SF8 2 1/1/11 1/1/11 SF9 STEF "P"TRAP ASSEMBLY 2SF10STEFAARVCLEANOUT(TRAFFIC RATED) 2 1/1/11 1/1/11 SF11 SF12 STEF AARV CLEANOUT (NON-TRAFFIC RATED) STEF SOIL FILTER 2 1/1/11 10/21/14 2SF13 SF14 STEF CARBON FILTER STEF TANK 3 1 1/1/11SF15STEFTRAFFICBEARINGRISERLID SEPTIC TANK EFFLUENT FILTER (S.T.E.F.)NOTES: 1.ALL TRENCH EXCAVATION AND PIPE INSTALLATION SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D .O.T.STANDARD SPECIFICATIONS SECTION 7-08.3(1 )AND SECTION 7-08.3(2).ALL EXCESS MATERIAL FROM THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE. 2.PIPE BEDDING,PIPE ZONE MATERIAL AND TRENCH BACKFILL SHALL BE AN APPROVED GRANULAR MATERIAL OF EITHER WASHED SCREENINGS OR 5 /8 INCH MINUS CRUSHED ROCK . SAND BACKFILL IS NOT ALLOWED. 3.TRENCH COMPACTION SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S .D.O.T.STANDARD SPECIFICATIONS SECTION 7-08.3(3).CONTRACTOR TO DETERMINE THE TYPE OF EQUIPMENT AND METHOD TO USE TO ACHIEVE THE REQUIRED COMPACTION.EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE A.A .S.H .T.O.T-180 TEST METHOD. 4.SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE CITY. 5.ALL PIPE AND FITTINGS SHALL BE PVC GASKETED PIPE,ASTM D 2241 PRESSURE RATED FOR 200 PSI UNLESS OTHERWISE NOTED. 6.PIPE SHALL BE BEDDED WITH A MINIMUM OF 4 INCHES OF APPROVED GRANULAR MATERIAL. 7.14 GAUGE GREEN HDPE (HMWPE)INSULATED COPPER CLAD STEEL TONING WIRE SHALL BE PLACED DIRECTLY OVER ALL SEWER MAINS AND SERVICE LATERALS.THE TONING WIRE SHALL BE ACCESSIBLE AT ALL SERVICE LATERAL MARKER BOARDS,A.A .R .V.’S,RISERS,AND CLEANOUTS.ALL SPLICES AND CONNECTIONS TO TONING WIRE SHALL BE PROTECTED WITH KING GEL CAPS,3M DBY DIRECT BURY,OR OTHER APPROVED EQUAL CONNECTORS.ALL TONING WIRE CONNECTIONS SHALL BE TONE TESTED PRIOR TO INSTALLING BASE ROCK . 8.MAINLINE CLEANOUTS SHALL BE SPACED A MAXIMUM OF 400 FEET AND /OR FOR EVERY 90 DEGREES OF BENDS. 9.ALL PIPE AND FITTINGS SHALL BE AIR TESTED AT FIVE P.S.I.FOR ONE MINUTE PER EVERY 100 FEET OF MAINLINE. 10.SANITARY SERVICE LATERAL ENDS SHALL EXTEND 8 FEET PAST THE STREET RIGHT-OF-WAY LINE OR AS SHOWN ON THE PLANS AND MARKED WITH A 10 FOOT LONG 2 X 4. 11 .ALL SANITARY LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 6 FEET AND A MINIMUM GRADE OF 0.4%UNLESS OTHERWISE SHOWN ON THE PLANS. 12.ALL S.T.E.F.SANITARY SEWER LATERALS SHALL BE INSTALLED IN A DEDICATED TRENCH FROM THE SERVICE CONNECTION TO THE TANK.BACKFILL SHALL BE APPROVED GRANULAR MATERIAL OR AS APPROVED BY THE WATER /SEWER DEPARTMENT. 13.ALL TANKS WITH A BURY DEPTH OVER 4 -0 ”MUST HAVE H -20 RATED TANK LID oHioDATEBYAPPR.REV.NO.DETAIL NO.CITY OF CAMAS -SANITARY DETAIL C/) 5/1 /07 LU1SCDJCSTEFSEWERCONSTRUCTIONNOTESoSF11/1 /112 SCD JC z Q&TAIL AFfoROVED BY 10/21 /143 SCD JC LL LLJNOTTOSCALEDATE(/) 6’P.U.E.OR PER PLAN6’OR PER PLANPERPLAN 2’ TONING WIRE SEE NOTESLUzUJZERENCHDRAINPER PLANS 10’2 X 4 BOARD 2’PAST PUE (PAINTED GREEN) <$>- CEMENT CONCRETE SIDEWALK i cc ?I aPAVINGASPER PLANS l OCdCEMENTCONCRETE CURB &GUTTER; STAMP "S"ON CURB FACE CLO *I 4"PVC FPT CLEANOUT ADAPTER AND MPT IRON PLUG m mmm “i SELECT GRANULAR MAT ’L COMPACTED TO 95%OF T-99 CLASS 200 PVC 45 *BEND •V *4.5’MIN.APPROVED GRANULAR BACKFILL COMPACTED TO 95%OF T-180 SEWER UTILITY MARKING TAPE J -> V CONNECT SERVICE TONING WIRE TO MAINLINE TONING WIRE MAIN SIZE X 4 ”CLASS 200 WYE CLASS 200 PVC SEWER MAIN;SIZE PER PLANS D< DHmIE»•r-c mS’.>v i m•* TTT2%MIN .1 4"PVC SOLVENT WELD CAP ..-r CLASS 200 PVC WYE 4"MIN.GRANULAR BEDDING4"MIN. GRANULAR BEDDING 4”CLASS 200 PVC PIPE PVC SANITARY SEWER PIPE SOLVENT WELD OR GASKETED ADAPTER,FERNCO COUPLING NOT ALLOWED NOTES: 1.ALL PIPE AND FITTINGS SHALL BE CLASS 200 PVC,EXCEPT WHERE NOTED. 2.SEWER UTILITY MARKING TAPE AND 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL. 3.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 4.ELEVATION OF SERVICE STUB OUT AND CONNECTION SHALL BE NOTED ON AS-BUILT DRAWINGS. FROM HOUSE3 CONNECTION AT BUILD -OUT o£BY APPR.DETAIL NO,REV.NO.DATE CITY OF CAMAS -SANITARY DETAIL o 5 /1 /07 SCD1 JC STEF SEWER SERVICE STUB OUT crUJSF21/1 /112 SCD JC or LJNOTTOSCALEDETAILAPPROVEDBYDATEtn CARSON INDUSTRIES 1419-12 (BOLT DOWN )12 "CONTROL BOX. LOCATE AS SHOWN ON PLANS LOOP TONING WIRE IN VALVE BOX 1 "PVC BALL VALVE 12"MINIMUM -18"MINIMUM PAVING AS PER PLANS 3’ CEMENT CONCRETE SIDEWALK MIN . CEMENT CONCRETE CURB &GUTTER; STAMP ”S”ON CURB FACE ®MCnj;'-^ _J SELECT GRANULAR MATERIAL COMPACTED TO 95%OF T-99 ••.<\::v/vT->.'i ;: •-?•'A V 1 "SOLVENT WELD CAPAPPROVEDGRANULARBACKFILL COMPACTED TO 95%OF T-180 SEWER UTILITY MARKING TAPE CONNECT SERVICE TONING WIRE TO MAINLINE TONING WIRE MAIN SIZE X 4"CLASS 200 WYE CLASS 200 PVC SEWER MAIN;SIZE PER PLANS •,...V-' TONING WIRE SEE NOTES-•- 7<45 *:iBEND .v.. H.jy-s '; 1 ”SCHEDULE 40 PVC PIPE :s 2 %MIN . ••1 ”SOLVENT WELD BENDS (TYP .) 1 ”X 4”SOLVENT WELD REDUCERt4”CLASS 200 PVC PIPE4”MIN. GRANULAR BEDDING 4”MIN.GRANULAR BEDDING NOTES: 1 .THIS SERVICE INSTALLATION SHALL ONLY BE INSTALLED WITH ENGINEER APPROVAL,ON LOTS WHERE STEF TANK OUTLET PIPE WILL NOT SLOPE TO MAIN,OR WHERE SHOWN ON PLANS. 2.ALL PIPE AND FITTINGS SHALL BE CLASS 200 PVC,EXCEPT WHERE NOTED. 3.SEWER UTILITY MARKING TAPE AND 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL. 4.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 5.SEE TRENCH DETAIL FOR BEDDING AND BACKFILL REQUIREMENTS. 6 .FOR INSTALLATION ON EXISTING MAIN,CUT-IN THE APPROPRIATE SIZE WYE AND USE A GASKETED SLIP COUPLING. INSERT-A -TEE OR SADDLE ARE NOT ALLOWED. o$BY APPR.DETAIL NO.DATEREV.NO.CITY OF CAMAS -SANITARY DETAIL o 5 /1 /071 SCD JC STEF SEWER SERVICE FOR STEP TANK Z9 ^/'*-// LdSF31/1 /11 JCSCD2 (/) LdNOTTOSCALEDETAILAPPROVEDBYDATEcr 6 "CLASS 200 PVC 45 * BEND FOR CLEANOUT MAIN SIZE X 6 ”CLASS 200 REDUCER,TYPICAL MAIN SIZE CLASS 200 SPOOL,TYPICAL FLOW CLASS 200 SEWER MAIN; SIZE PER PLANS6”CLASS 200 PVC SPOOL MAIN SIZE CLASS 200 WYE MAIN SIZE CLASS 200 45'BEND MAIN SIZE X 6 ”WYE,6 ” 45 *BEND FOR CLEANOUT (SEE MAINLINE CLEANOUT DETAIL) CLASS 200 SEWER MAIN; SIZE PER PLANS $Io Li_ NOTES: 1.ALL PIPE AND FITTINGS SHALL BE GASKETED CLASS 200 PVC. 2.SEWER UTILITY MARKING TAPE AND 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL. 3.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS, 3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 4.SEE ’CLEANOUT DETAIL’FOR CLEANOUT CONSTRUCTION. o DETAIL NO.^REV.NO.DATE BY APPR.CITY OF CAMAS -SANITARY DETAIL STEF 90 °BEND D&TAlL APPROVED BY o 5 /1 /071 SCD JC z <SF 41/1 /112 SCD JC I LUNOTTOSCALEDATEIT RICH #910 VALVE BOX AND COVER. COVER TO READ ’’SEWER ” 3”MIN. 6 ”MAX. 2’SQUARE X 6 ”CONCRETE COLLAR WHEN LOCATED OUTSIDE OF PAVED AREAS r i <7 <J 6 ”MIN./3 * II4”X FPT PVC CLEANOUT ADAPTER AND 4’’MPT PLUG12”MIN. 4”CLASS 200 PVC PIPE SPOOLi 6 ”CLASS 200 PVC SPOOL 6 ”X 4”CLASS 200 PVC REDUCER 6 ”CLASS 200 PVC 45 *BENDTONINGWIRESEENOTES CLASS 200 PVC SEWER MAIN; SIZE PER PLANS FLOW MAIN SIZE X 6 ”CLASS 200 PVC WYE NOTES: PROVIDE 2’SQ.x 6 ”DEEP CONCRETE COLLAR AROUND VALVE BOX FOR CLEANOUTS IF OUT OF ROADWAY. ALL PIPE AND FITTINGS SHALL BE GASKETED CLASS 200 PVC. SEE TRENCH DETAIL FOR BACKFILL /BEDDING,SEWER UTILITY MARKING TAPE AND TONING WIRE REQUIREMENTS. CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED. 1 . 2. 3. 4. 5. O DETAIL NO.^BY APPR.REV.NO.DATE CITY OF CAMAS -SANITARY DETAIL o 5/1 /07 SCD1 JC z:STEF MAINLINE CLEAN OUT <SF 51/1 /11 SCD2 JC A-#*-//LUNOTTOSCALED&TAIL APPROVED BY DATE co MAIN SIZE X 6 ”WYE,6 ” 45 *BEND FOR CLEANOUT MAIN SIZE CLASS 200 PVC SPOOL,(TYP.) 5iFLOWFLOW CLASS 200 PVC SEWER MAIN;SIZE PER PLANSCLASS200PVCSEWER MAIN;SIZE PER PLANS MAIN SIZE CLASS 200 PVC WYEMAINSIZECLASS 200 PVC 45 *BEND MAIN SIZE X 6 ”WYE,6 ” 45 *BEND FOR CLEANOUT CLASS 200 SEWER MAIN;SIZE PER PLANS o Lt_ NOTES: 1.ALL PIPE AND FITTINGS SHALL BE GASKETED CLASS 200 PVC. 2.SEWER UTILITY MARKING TAPE AND 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL. 3.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION, AT ALL SPLICES. 4.SEE ’CLEANOUT DETAIL’FOR CLEANOUT CONSTRUCTION. o DETAIL NO.1 ^DATE BY APPR.REV.NO.CITY OF CAMAS -SANITARY DETAIL STEF MAIN TEE ASSEMBLY (FLOW A ) ''Z /T O 5 /1 /071 SCD JC 2 <SF 61/1 /112 SCD JC 2 f -4-//LdNOTTOSCALEDETAILAPPROVEDBYDATECO Io MAIN SIZE X 6 ”WYE,6 ” 45 *BEND FOR CLEAN OUT / MAIN SIZE CLASS 200 PVC 45 *BEND MAIN SIZE CLASS 200 PVC SPOOL,TYPICAL MAIN SIZE CLASS 200 PVC GLUED CAP 3FLOW MAIN SIZE CLASS 200 PVC 45 *BEND CLASS 200 PVC SEWER MAIN;SIZE PER PLANS MAIN SIZE CLASS 200 PVC DOUBLE WYE MAIN SIZE CLASS 200 PVC SPOOL,TYPICAL NOTES: ALL PIPE AND FITTINGS SHALL BE GASKETED CLASS 200 PVC. SEWER UTILITY MARKING TAPE AND 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. SEE ’CLEANOUT DETAIL’FOR CLEANOUT CONSTRUCTION 1. MAIN SIZE X 6 ”WYE,6 ” 45 *BEND FOR CLEAN OUT 2.%J 3. Io 4. CLASS 200 PVC SEWER MAIN;SIZE PER PLANS o DETAIL NO.REV.NO.DATE BY APPR.CITY OF CAMAS -SANITARY DETAIL STEF MAIN TEE ASSEMBLY (FLOW B ) o 5 /1 /071 SCD JC z <SF 71/1 /112 SCD JC LJ_ UJNOTTOSCALEDETAILAPPROVEDBYDATECD o CLASS 200 PVC SEWER MAIN;SIZE PER PLANSr/ MAIN SIZE X 6 ”CLASS 200 PVC WYE,6 ”45 * BEND FOR CLEAN OUT / MAIN SIZE CLASS 200 PVC 45*BEND (TYP.) MAIN SIZE CLASS 200 PVC SPOOL (TYP .) MAIN SIZE X 6 ”CLASS 200 PVC WYE,6 ”45 * BEND FOR CLEAN OUT 5.FLOW FLOW CLASS 200 PVC SEWER MAIN;SIZE PER PLANS CLASS 200 PVC SEWER MAIN;SIZE PER PLANS MAIN SIZE CLASS 200 PVC DOUBLE WYE MAIN SIZE X 6 ”CLASS 200 PVC WYE,6 ”45 * BEND FOR CLEAN OUT NOTES: ALL PIPE AND FITTINGS SHALL BE GASKETED CLASS 200 PVC. SEWER UTILITY MARKING TAPE AND 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3 M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. SEE ’CLEANOUT DETAIL ’FOR CLEANOUT CONSTRUCTION 1 . 2. 3. CLASS 200 PVC SEWER MAIN;SIZE PER PLANS 4. o DETAIL NO.5DATEBYAPPR.REV.NO.CITY OF CAMAS -SANITARY DETAIL o 5 /1 /071 SCD JC z:STEF MAIN CROSS ASSEMBLY <SF 81/1 /112 SCD JC I DETAIL APPROVED BY A -*-//L|-LdNOTTOSCALEDATEcn 4”X FPT PVC CLEANOUT ADAPTER AND 4”MPT PLUG (TYP.)RICH #910 VALVE BOX ,COVER TO READ '’SEWER "(TYP.) SEE NOTES #4 &#5 im p -.*.STEF AARV/CO SEE NOTE #64"CLASS 200 PVC PIPE SPOOL (TYP.)5 gfpMAINSIZEX4” CLASS 200 PVC REDUCER o4"CLASS 200 PVC PIPE SPOOL (TYP.)6 "CLASS 200 PVC 45*BEND [6 ”CLASS 200 PVC PIPE SPOOLMAINSIZEX4” CLASS 200 PVC REDUCER MAIN SIZE X 6"CLASS 200 PVC WYE MAIN SIZE CLASS 200 PVC RISER 6 ”CLASS 200 PVC 45*BEND MAIN SIZE X 6"CLASS 200 PVC WYE.FLOW MAIN SIZE CLASS 200 PVC RISER MAIN SIZE CLASS 200 PVC 45*BEND FLOW MAIN SIZE CLASS 200 PVC WYE MAIN SIZE CLASS 200 PVC 45- BENDSCLASS200PVCSEWER MAIN;SIZE PER PLANS5’TYP. MAIN SIZE CLASS 200 PVC WYE 4’TYP.CLASS 200 PVC SEWER MAIN;SIZE PER PLANS MAIN SIZE CLASS 200 PVC PIPE SPOOL (TYP.) MAIN SIZE CLASS 200 PVC 45*BENDS NOTES: SEWER UTILITY MARKING TAPE AND 14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED. CLEANOUT BOXES. CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. ALL PIPE FITTINGS SHALL BE GASKETED CLASS 200 PVC . PROVIDE 2 ’SQUARE x 6"DEEP CONCRETE COLLAR AROUND ALL VALVE BOXES WHEN LOCATED OUTSIDE ROADWAY. REFER TO MAINLINE CLEANOUT DETAIL FOR CONSTRUCTION REQUIREMENTS. REFER TO AARV CLEANOUT DETAILS FOR ROADWAY AND OUTSIDE -ROADWAY CONSTRUCTION REQUIREMENTS. LOOP IN ALL1. 2 . 3. 4. 5. 6. 7.DOWNSTREAM SECTION MUST BE AT LEAST 1 ’LOWER IN ELEVATION THAN UPSTREAM SECTION. o£DATE BY APPR.REV.NO.DETAIL NO.CITY OF CAMAS -SANITARY DETAIL o 5 /1 /07 JCSCD1 zSTEF”P ”TRAP ASSEMBLY <SF 91/1 /11 JC2SCD 2 LUNOTTOSCALEDETAILAPPROVEDBYDATEin STANDARD MANHOLE FRAME AND COVER,SEE MANHOLE COVER &RISER DETAILPAVEMENTSURFACE3”MIN ////////t.r ////////////////////. A CEMENT GROUT im <-sTONINGWIRE-SEE NOTES /12 ”24”ASTM C -76 CONCRETECARBON FILTER PIPE MIN 18" COVER 21"FIBERGLASS LID W /GASKET AND 2"HARD INSULATION2"MAX <>SEE NOTE 3 —I<4 2"COMBINATION AIR RELEASE AND VACUUM VALVE (—2"PVC MALE ADAPTER (SLxTH,GLUED TO FLANGE NIPPLE) 6"PVC FLANGE ADAPTER t- HSLOPE 6"PVC SCHEDULE 80 BLIND FLANGE DRILLED FOR 2"NIPPLE —I 2"PVC COUPLER GLUED TO FLANGE NIPPLE21"<7 MAX 2 ”x 6 ”PVC NIPPLE GLUED TO BLIND FLANGE PVC PERMA -LOC PIPE VAULT (24 "MIN.DEPTH).W. i:s?.'V*\* sisaisf MINIMUM OF 8”OF PEA GRAVEL FOR DRAIN1’MIN 4 .-, '7 .“*....V-..V '"6 ”CLASS 200 PIPE SPOOL12"MIN 1 —1 /4"—0 COMPACT TO 95%T-180 CLASS 200 SEWER MAIN:SIZE PER PLANS CLASS 200 45 * BEND NOTE: 1 .FOR PLACEMENT IN A TRAFFIC AREA 2.BACKFILL AND COMPACTION PER APPROPRIATE TRENCH DETAIL UNLESS OTHERWISE NOTED 3.3”PVC VENT LINE TO CARBON OR SOIL FILTER WHEN SPECIFIED,SEE APPLICABLE DETAIL 4.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY,OR OTHER APPROVED CONNECTORS,AT ALL SPLICES. 5.14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED. TONING WIRE -SEE NOTES MAIN SIZE X 6"CLASS 200 REDUCER o$o oDATEBYAPPR.DETAIL NO.REV.NO.CITY OF CAMAS -SANITARY DETAIL STEF AARV /CLEANOUT (TRAFFIC RATED ) /-4 V/ CJ>5 /1 /071 SCD JC cr<SF 1 01/1 /11 SCD JC2 </1 />A UJNOTTOSCALEDETAILAPPROVEDBYDATEcr FIBERGLASS LID W /GASKET AND 2 ”HARD INSULATION.SECURE LID WITH (2)SS FLAT HEAD HEX DRIVE SCREWS 12 "CARBON FILTER MIN.1 1 /2 ” MAX 3"EXIST.GROUND TONING WIRE-SEE NOTES 2 ”MAX H SSSiSiilfPffiW 2 "COMBINATION AIR RELEASE AND VACUUM VALVE 2 "PVC MALE ADAPTER (SLxTH, GLUED TO FLANGE NIPPLE) 6 "PVC FLANGE ADAPTER HSEENOTE3MIN18" COVER SLOPE 2 "PVC COUPLER GLUED TO FLANGE NIPPLE PVC PERMA-LOC PIPE VAULT (24"MIN.DEPTH) 6 ”PVC SCHEDULE 80 BLIND FLANGE DRILLED FOR 2 "NIPPLE 2 "x 6"PVC NIPPLE GLUED TO BLIND FLANGE ,r ^ a|p mmmmifesi... MINIMUM OF 8 "OF PEA GRAVEL FOR DRAIN 6"CLASS 200 PIPE SPOOLTONINGWIRE-SEE NOTES 6 ”CLASS 200 45*BEND NOTE: 1 .FOR PLACEMENT IN A NONTRAFFIC AREA . 2 .BACKFILL AND COMPACTION PER APPROPRIATE TRENCH DETAIL UNLESS OTHERWISE NOTED. 3.3 ”PVC VENT LINE TO CARBON OR SOIL FILTER WHEN SPECIFIED,SEE APPLICABLE DETAIL. 4.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY, OR OTHER APPROVED CONNECTORS,AT ALL SPLICES. 5.14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED CLASS 200 SEWER MAIN:SIZE PER PLANS MAIN SIZE X 6"CLASS 200 REDUCER o£o oAPPR.DETAIL NO.DATE BYREV.NO.CITY OF CAMAS -SANITARY DETAIL STEF AARV /CLEANOUT (NON -TRAFFIC RATED ) -// CJ>5 /1 /07 SCD JC1 <SF111/1 /11 SCD JC2 < LxJNOTTOSCALEDETAILAPPROVEDBYDATECO FINISHED GRADE1:1 SAND/PEAT MIXTURE OR ORGANIC SOIL USE RISERS AS REQUIRED TO FINISHED GRADE CHRISTY EIBERLYTE METER BOX NO.’EL 12 TBOX ’AND ’EL 12 T’LID, OR APPROVED EQUAL4EACH3/8 ” HOLES AROUND PERIMETER SEE DRAIN TRAP DETAIL TONING WIRE SEE NOTES18"MIN.TONING WIRE SEE NOTES 4 "DEPTH OF PEA GRAVEL FOR DRAIN i6” 6 ”MIN. LIQUID LEVELJDRAINHOLE9"MIN. INVERT DROP fEILTEREABRIC 4”3034 PVC EROM SOIL ABSORPTION BEDPEAGRAVEL PIPE ZONE SECTION A -A DRAIN TRAP DETAIL A REDUCER TO CONNECT PIPE TO PERE.PIPE20’I 4"PVC PERFORATED DRAIN PIPE 3"PVC 2’TO AARV VAULT.MAINTAIN NEGATIVE SLOPE ON LINE FROM SOIL FILTER TO AARV. CONNECT PER APPLICABLE STEF AARV DETAIL.DRAIN TO DAYLIGHT SEE DRAIN TRAP DETAIL PLAN VIEWA SOIL ABSORPTION BED NOTE: 1.BASED ON ANALYSIS OE VOLUME,OTHER METHODS OE ODOR CONTROL MAY BE REQUIRED BY CITY. 2.EILTER EABRIC SHOULD BE USED TO LINE ENTIRE TRENCH. 3.IE GROUND WATER IS AN ISSUE,THE TRENCH SHOULD BE LINED WITH POND LINER AND CLAMPED TO THE PIPE AT EACH END OE THE EILTER BED,OR A CARBON EILTER CAN BE USED. 4.TRENCH TO EOLLOW CONTOUR OE LANDSCAPING.PERE PIPE DOES NOT NEED TO BE LEVEL. 5.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 6.14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED.o£oAPPR.DETAIL NOBY7EV.NO.DATE CITY OF CAMAS -SANITARY DETAIL STEF SOIL FILTER crLd5/1 /071 SCD JC SF 1 21/1 /11 SCD JC2 LE LdNOTTOSCALEDETAILAPPROVEDBYDATEoo o Q OHLxJ Lx.I LxJ tn 24”FIBERGLASS LID (2 EA.)WITH STAINLESS STEEL BOLTS,NEOPRENE GASKET AND POLYSTYRENE INSULATION (OPI)24”PVC RISER (2 EA.)WITH GROMMET(S)(BORE TO TANK ADAPTER WITH RECOMMENDED ADHESIVE) PVC SPLICE BOX WITH CORD GRIPS FILTER CARTRIDGE HANDLE (FIELD CUT TO DESIRED HEIGHT) CONDUIT SEAL CONDUIT TO CONTROL PANEL1SLOPEGROUND AWAY FROM RISER P 2’MIN. 4’MAX. BURY , "<X' V 6 ”BURY (TYP .)TANK ADAPTOR (CAST OR BOLTED)CLEAN OUT, NOTE 1 */. rVV|—CLEAN OUT, NOTE 1ErVV-,i EFFLUENT DISCHARGE MODULATING DISCHARGE ORIFICES VAULT INLET PORTS FILTER CARTRIDGE FT040D SERIES BIOTUBE EFFLUENT FILTER STEF (SEPTIC TANK EFFLUENT FILTER SYSTEM ) SECTION VIEW TYPICAL 1500 GALLON TANK W /DUAL COMPARTMENT DRAWDOWN BIOTUBE EFFLUENT FILTER NOTES: 1.2-WAY CLEAN OUT;SOLVENT WELD OR GASKETED CONNECTIONS REQUIRED,FERNCO COUPLINGS NOT ALLOWED, IRON PLUG W /2”SQUARE NUT. 2.FOR TANK BURY DEPTH OVER 4’,OR DRIVEWAY LOCATIONS,AN H-20 TRAFFIC RATED TANK LID IS REQUIRED. 3.FOR TANK LOCATED IN DRIVEWAY A UTILITY VAULT FRAME AND LID IS ALSO REQUIRED. o APPR.DATE BYREV.NO.DETAIL NO.CITY OF CAMAS -SANITARY DETAIL o 5/1 /07 x:JC1SCD STEF TANK z<SF1 41/1/11 SCD JC2 h- '710/21 /14 JCSCD3 Li_ LLJNOTTOSCALETAILAPPROVEDBYDATEco o$ Z< IU _ Ld WASHINGTON S .T.E.P.Sewer Details City of Camas 616 NE Fourth Avenue P.O.Box 1055 Camas ,WA 98607 www.citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date:10/28/02 Revision Date :10/21/14 (Partial) City of Camas STEP Sanitary Details ~INDEX STEP Sanitary Sewer Details 3 10/21/14 10/21/14 SP 1 STEP SEWER CONSTRUCTION NOTES STEP SEWER SERVICE 3SP2 3 10/21/14 10/21/14 SP 3 STEP SANITARY CLEANOUT STEP MAINLINE PLUG VALVE 3SP4 2 1/1/11 1/1/11 SP 5 STEP AARV MANIFOLD ASSEMBLY 2SP6STEPAARV(TRAFFIC RATED) 2 1/1/11 1/1/11 SP 7 STEP AARV (NON-TRAFFIC RATED) STEP SOIL FILTER 1SP8 3 10/21/14 10/21/14 SP 9 STEP CARBON FILTER STEP TANK 3SP10 1/1/11 1/1 /11 2SP11 SP12 STEP DROP MANHOLE FOR SANITARY FORCE MAIN STEP RISER TRAFFIC BEARING LID 2 SEPTIC TANK EFFLUENT PUMP (S.T.E.P .)NOTES: 1.ALL TRENCH EXCAVATION AND PIPE INSTALLATION SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D.O.T.STANDARD SPECIFICATIONS SECTION 7-08.3(1 )AND SECTION 7-08.3 (2).ALL EXCESS MATERIAL FROM THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE. 2.PIPE BEDDING,PIPE ZONE MATERIAL,AND TRENCH BACKFILL SHALL BE AN APPROVED GRANULAR MATERIAL OF EITHER WASHED SCREENINGS OR 5 /8 INCH MINUS CRUSHED ROCK . SAND BACKFILL IS NOT ALLOWED. 3.TRENCH COMPACTION SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D .O.T.STANDARD SPECIFICATIONS SECTION 7-08.3(3).CONTRACTOR TO DETERMINE THE TYPE OF EQUIPMENT AND METHOD TO USE TO ACHIEVE THE REQUIRED COMPACTION.EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE A .A .S.H.T.O.T-180 TEST METHOD. 4.SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE CITY. 5.ALL SANITARY SEWER PIPE AND FITTINGS 2 INCHES IN DIAMETER AND LARGER SHALL BE PVC GASKETED PIPE,ASTM D 2241 PRESSURE RATED FOR 200 PSI UNLESS OTHERWISE NOTED.ALL SANITARY SEWER PIPE AND FITTINGS SMALLER THAN 2 INCH DIAMETER SHALL BE PVC SCHEDULE 40. 6.PIPE SHALL BE BEDDED WITH A MINIMUM OF 4 INCHES OF APPROVED GRANULAR MATERIAL. 7.14 GAUGE GREEN HDPE (HMWPE)INSULATED COPPER CLAD STEEL TONING WIRE SHALL BE PLACED DIRECTLY OVER ALL SEWER MAINS AND SERVICE LATERALS.THE TONING WIRE SHALL BE ACCESSIBLE AT ALL VALVES,RISERS,A .A .R.V.’S AND SERVICE BOXES.ALL SPLICES AND CONNECTIONS TO TONING WIRE SHALL BE PROTECTED WITH KING GEL CAPS,3M DBY DIRECT BURY,OR OTHER APPROVED EQUAL CONNECTORS. 8.ALL PIPE AND FITTINGS SHALL BE HYDROSTATICALLY TESTED AT 150 P.S.I .FOR FIFTEEN MINUTES,EXCEPT LATERAL SERVICES,WHICH SHALL BE TESTED AT 100 P.S.I.FOR 30 SECONDS. 9 .ALL S.T.E.P.SANITARY SEWER MAINLINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 5 FEET. 10.ALL S.T.E.P.SANITARY SEWER LATERALS SHALL BE INSTALLED IN A DEDICATED TRENCH FROM THE SERVICE CONNECTION TO THE TANK .BACKFILL SHALL BE APPROVED GRANULAR MATERIAL OR AS APPROVED BY THE WATER /SEWER DEPARTMENT. 11.ALL TANKS WITH A BURY DEPTH OVER 4’-0”MUST HAVE H-20 RATED TANK LID. o oREV.NO.DATE BY APPR .DETAIL NO.CITY OF CAMAS -SANITARY DETAIL inLd5/1/071 SCD JC STEP SEWER CONSTRUCTION NOTES /0 -2 f -<4 oSP11/1 /112 SCD JC z 10/21 /143 SCD JC Q_ LUNOTTOSCALEDETAILAPPROVEDBYDATEco o3:O crLUin_ UJ 00 2’SQ.CONCRETE COLLAR WHEN OUTSIDE OF ROADWAY (7YP.) RICH #910 VALVE BOX AND COVER,TO READ "SEWER ”(TYP.) 24”MIN. (TYP.) 3”MIN. 6"MAX.3”MIN. 6 ”MAX.i *;:-t FPT PVC CLEANOUT ADAPTER &4”MPT PVC PLUG 4”CLASS 200 PVC PIPE SPOOL TONING WIRE-SEE NOTES t6"3034 PVC VALVE RISERUSEVALVESTEM EXTENSION FOR ALL VALVES W /OPERATING NUT DEEPER THAN 4 FT. 12” TONING WIRE-SEE NOTES 6 ”x 4 ”CIJ\SS 200 PVC REDUCER CU\SS 200 PVC SEWER MAIN; SIZE PER PLANS 6 ”CLASS 200 PVC PIPE SPOOL 45*PVC BEND SEE STEP MAIN VALVE DETAIL NOTES: 1.PROVIDE 2’SQUARE x 6 ”DEEP CONCRETE COLLAR AROUND VALVE BOX FOR CLEANOUTS IF OUT OF ROADWAY. 2.ALL CLEAN OUT PIPE AND FITTINGS SHALL BE SOLVENT WELD CLASS 200 PVC. 3.SEWER UTILITY MARKING TAPE AND 14 GAUGE GREEN HDPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL. 4.CONNECTIONS AND SPLICES TO MAIN LINE TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION, AT ALL SPLICES. 2’MIN.SQUARE COLLAR CONCRETE COLLAR FOR LOCATIONS OUTSIDE OF ROADWAY o BY APPR.REV.NO.DATE DETAIL NO.CITY OF CAMAS -SANITARY DETAIL o 5 /1/07 SCD JC1 zSTEPSANITARYCLEANOUT<1 /1 /11 SP 3JC2SCD /O -2 /-/4-10/21 /14 JC3SCD /t.Q_/UJNOTTOSCALEDERAILAPPROVEDBYDATE(/) 2 MIN.SQUARE COLLAR CONCRETE COLLAR FOR LOCATIONS OUTSIDE OF ROADWAY RICH 910 VALVE BOX W/COVER MARKING TO READ ’’SEWER ”6 ”£l *'4 6 ”'4 4 •MIN.<4 t4'••4 '.. t CONCRETE COLLAR (SEE ABOVE) USE VALVE STEM EXTENSION FOR ALL VALVES W/OPERATING NUT DEEPER THAN 4 FT. 6 ”3034 PVC VALVE RISER 2”SQUARE OPERATOR NUT 2-#3 REBAR HOOPS PLUG VALVE,SEE NOTES TONING WIRE-BRING TO SURFACE IN VALVE BOX. SEE NOTESCLASS200PVCSEWER MAIN;SIZE PER PLANS RESTRAINED JOINTS (TYP.) VALVE &BOLTS SHALL BE WRAPPED WITH 8 MIL PLASTIC POURED IN PLACE CEMENT CONCRETE THRUST BLOCK 12 MIN. NOTES: 1.VALVE SHALL BE A NON-LUBRICATING ECCENTRIC PLUG TYPE,CAST IRON BODY WITH EPOXY COATED LINING,BUNA -N COATED PLUG,AND RATED FOR TIGHT SHUT-OFF IN BOTH DIRECTIONS.VALVE SHALL BE RATED FOR 175 PSI FOR 12 INCH AND SMALLER,AND 150 PSI FOR 14 INCH AND LARGER.INSTALL VALVE WITH SHAFT HORIZONTAL AND ORIENTED SUCH THAT THE PLUG ROTATES TO TOP OF VALVE WHEN OPEN.FLOW DIRECTION SHALL BE INTO THE BACK OF THE PLUG.FOR VALVES THAT HAVE A REDUCED OR RECTANGULAR PORT,THE VALVE SHALL BE ONE-SIZE LARGER THAN MAIN LINE SIZE.LINE-SIZE VALVES SHALL BE MJ X MJ AND OVER-SIZED VALVES SHALL BE FLG X FLG WITH FLG X MJ EPOXY COATED ECCENTRIC REDUCERS. 2.PROVIDE 2’SQ.x 6 ”DEEP CONCRETE COLLAR AROUND VALVE BOX FOR CLEANOUTS IF OUT OF ROADWAY. 3.SEWER UTILITY MARKING TAPE AND 14 GAUGE GREEN HDPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL. 4.CONNECTIONS AND SPLICES TO MAIN LINE TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS, OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 5.TESTING OF MAIN AND TONING WIRE SHALL BE PER THE CITY OF CAMAS TESTING MATRIX. o DETAIL NO.1REV.NO.DATE BY APPR.CITY OF CAMAS -SANITARY DETAIL5/1 /071 SCD JC zSTEPMAINLINEPLUGVALVE<SP 41/1 /112 SCD JC 10/21/143 SCD JC DATE Q_ UJNOTTOSCALEDETAILAPPRoo MAINTAIN POSITIVE SLOPE RICH #910 VALVE BOX AND COVER,COVER TO READ ’’SEWER ” SCH 80 PVC 90 *BEND MAINTAIN POSITIVE SLOPE FINISH GRADE ]||L 6 ”PVC RISERwPVCRISERCUTOUT VAULT LID !\Ai \1SEEAUTOMATIC AIR RELEASE VALVE DETAIL 6 ”MIN.TO TOP OF PIPE// 1 ”PVC BALL VALVE y f VALVE BOX FOR TRAFFIC RATED INSTALLATIONS 1 ”PVC BALL VALVE (END VIEW)SECTION A -A TRAFFIC RATED INSTALLATIONS 1 X MAINLINE DIA. SADDLE (STAINLESS)CARSON INDUSTRIES 1419 -12 12 ”CONTROL BOX 1 ”SCH 40 PVC (TYP.) TT n 10 ’MAX. 3’MIN. PLAN VAULT FINISH GRADE CARSON INDUSTRIES 1419 -12 CONTROL BOX ,SHOWN WITH 1419 -6 X 6 ”EXTENSIONS STACKED ,OR RICH #910 VALVE BOX FOR TRAFFIC RATED.:||r fz)- 1 ”SCH.80 PVC TEE INSTALL 14 GA.GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE INTO VAULT 1 ”90*ELL SCHEDULE 80 PVCPOSITIVESLOPE CONNECT TONING WIRE USING KING GEL CAPS,3M DBY DIRECT BURY,OR OTHER APPROVED CONNECTORS,AT ALL SPLICES LOCATE AT EXACT HIGH POINT OF MAIN (OR AS DIRECTED BY ENGINEER) 3 [.i 1 X MAINLINE DIA. SADDLE (STAINLESS) LOCATE AS DIRECTED BY ENGINEER PROFILE o DATE BY APPR.REV.NO.DETAIL NO.oCITYOFCAMAS-SANITARY DETAIL >5 /1 /071 SCD JC crSTEPAARVMANIFOLDASSEMBLY<SP 51/1 /112 SCD JC < /f /-+-/(<7 Q. DETAIL UJNOTTOSCALEAPPROVEDBYDATEif) STANDARD MANHOLE FRAME AND COVER,SEE MANHOLE COVER & RISER DETAILPAVEMENTSURFACE3"MIN //////////hr ////////i f CEMENT GROUTML«**• /12 ”24 ”ASTM C -76 CONCRETECARBON FILTER PIPE3 MIN 18 " COVER lfH—1 21 "FIBERGLASS LID W /GASKET AND 2 "HARD INSULATION i—<TONING WIRE-TO BE LOOPED IN VAULT. SEE NOTES 4 1 /2 "PVC BALL VALVE21”7 XGROUTMIN. 2 "COMBINATION AIR RELEASE AND VACUUM VALVE SUITABLE FOR SEWAGE SUBMIT FOR APPROVAL=HSLOPE <3 PVC PERMA-LOC PIPE VAULT (24"MIN.DEPTH)SEAL PIPE AT PVC VAULT WITH APPROVED CAULKING < POLYPROPYLENE STRAINER W /1 /32 "MESH SCREEN1"PVC UNION 5"x 8"x 5/16 ”BASE1"PVC BALL VALVE PRECAST CONCRETE BLOCK OR PAVER1’MIN MINIMUM OF 8"OF PEA GRAVEL FOR DRAIN12"MIN 1 —1 /4 ”—0 COMPACT TO 95%T-180 CONNECTION DETAIL FOR CONNECTION TO MAINLINE NOTE: 1.FOR PLACEMENT IN A TRAFFIC AREA 2.BACKFILL AND COMPACTION PER APPROPRIATE TRENCH DETAIL UNLESS OTHERWISE NOTED 3.AARV UNIT TO BE SUPPLIED COMPLETELY ASSEMBLED BY VENDOR 4.3”PVC VENT LINE TO CARBON OR SOIL FILTER WHEN SPECIFIED,SEE APPLICABLE DETAIL. 5.MAIN TO BE TESTED WITH ASSEMBLY VALVES "OPEN"AND UNIT ON LINE. 6.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 7.14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED. o£APPR.DETAIL NODATEBYREV.NO.oCITYOFCAMAS-SANITARY DETAIL STEP AARV (TRAFFIC RATED ) DETAIL APPROVED BY 5 /1 /07 SCD JC1 QC<SP 61/1 /11 SCD JC2 <I CLLdNOTTOSCALEDATEtn FIBERGLASS LID W /GASKET AND 2 " HARD INSULATION ,SECURED WITH (2) STAINLESS STEEL FLATHEAD HEX DRIVE SCREWS 12 ”CARBON FILTER MIN.1 1 /2 " MAX 3 "EXIST.GROUND mmsm.H \TONING WIRE TO BE LOOPED IN VAULT SEE NOTES 3"PVC VENT LINE TO CARBON OR SOIL FILTER WHEN SPECIFIED,SEE APPLICABLE DETAIL -, MIN 18 " COVER 2"COMBINATION AIR RELEASE AND VACUUM VALVE SUITABLE FOR SEWAGE SUBMIT FOR APPROVAL 1 /2 "PVC BALL VALVE f-PVC PERMA -LOC PIPE VAULT (24"MIN.DEPTH)SLOPE 1SEALPIPEATPVCVAULTWITH APPROVED CAULKING - 1 "PVC UNION 1 "PVC BALL VALVE POLYPROPYLENE STRAINER W /1 /32 "MESH SCREEN 5 "x 8 "x 5/16"BASE PRECAST CONCRETE BLOCK OR PAVERiftlIMImm CONNECTION DETAIL FOR CONNECTION TO MAINLINE MINIMUM OF 8 "OF PEA GRAVEL FOR DRAIN NOTE: 1.FOR PLACEMENT IN A NONTRAFFIC AREA 2.BACKFILL AND COMPACTION PER APPROPRIATE TRENCH DETAIL UNLESS OTHERWISE NOTED 3.AARV UNIT TO BE SUPPLIED COMPLETELY ASSEMBLED BY VENDOR 4.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 5.14 GAUGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED. o£BY APPR.REV.NO.DATE DETAIL NO.oCITYOFCAMAS~SANITARY DETAIL STEP AARV (NON -TRAFFIC RATED ) /7 >5 /1 /07 SCD1 JC O'<SP 71/1 /112 SCD JC < /-4 -/Y CLLUNOTTOSCALEDETAILAPPROVEDBYDATE00 FINISHED GRADE1:1 SAND/PEAT MIXTURE OR ORGANIC SOIL USE RISERS AS REQUIRED TO EINISHED GRADE CHRISTY EIBERLYTE METER BOX NO. ’FL 12TBOX ’AND *FL 12T’LID,OR APPROVED EQUAL4EACH3/8 ” HOLES AROUND PERIMETER SEE DRAIN TRAP DETAIL TONING WIRE SEE NOTES18"MIN.TONING WIRE SEE NOTES 4 "DEPTH OF PEA GRAVEL EOR DRAIN I6”t 6 "MIN. LIQUID LEVEL3DRAINHOLE9"MIN. INVERT DROP tEILTERFABRIC 4 "3034 PVC FROM SOIL ABSORPTION BEDPEAGRAVEL PIPE ZONE SECTION A -A DRAIN TRAP DETAIL A REDUCER TO CONNECT PIPE TO PERE.PIPE20’ 4 ”PVC PEREORATED DRAIN PIPE 3”PVC 2’TO AARV VAULT.MAINTAIN NEGATIVE SLOPE ON LINE EROM SOIL FILTER TO AARV. CONNECT PER APPLICABLE STEE AARV DETAIL.t DRAIN TO DAYLIGHT SEE DRAIN TRAP DETAIL PLAN VIEWA SOIL ABSORPTION BED NOTE: 1.BASED ON ANALYSIS OF VOLUME,OTHER METHODS OE ODOR CONTROL MAY BE REQUIRED BY CITY. 2.FILTER FABRIC SHOULD BE USED TO LINE ENTIRE TRENCH. 3.IF GROUND WATER IS AN ISSUE,THE TRENCH SHOULD BE LINED WITH POND LINER AND CLAMPED TO THE PIPE AT EACH END OE THE FILTER BED,OR A CARBON EILTER CAN BE USED. 4.TRENCH TO EOLLOW CONTOUR OE LANDSCAPING.PERE PIPE DOES NOT NEED TO BE LEVEL. 5.CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS,3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 6.14 GUAGE GREEN HMWPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED.o oDETAILNOBYAPPR.REV.NO.DATE oE CITY OF CAMAS -SANITARY DETAILs cn©LU5/1 /07 JC1SCD a STEP SOIL FILTER SP 81/1 /112 SCD JC 2 s?!A /S'<>1 —LdNOTTOSCALEDATEBYif) o$ Q CHLU El LU 30”RISER24”RISER 24”&30”FIBERGLASS LID WITH STAINLESS STEEL BOLTS,NEOPRENE GASKET AND POLYSTYRENE INSULATION (OPI)24”&30”PVC RISER WITH GROMMET(S) (BORE TO TANK ADAPTER WITH RECOMMENDED ADHESIVE)(TYP) PVC SPLICE BOX WITH CORD GRIPS CONDUIT SEAL CONDUIT TO CONTROL PANEL 1 ”DIA PVC HOSE AND VALVE ASSEMBLY WITH FLOW CONTROLLER ATISLOPEGROUND AWAY FROM RISER m2'MIN. 4’MAX .1 ”DIA.FLEXIBLE PVC HOSE (12 ”LONG WITH FITTINGS)TANK ADAPTOR (CAST OR BOLTED)BUR ri v ^|A\\ 4^ EFFLUENT DISCHARGE rV VH 2-PART EPOXY IN 1 /2” GROOVE FORMED IN THE TOP OF TANK (TYP.)? LEVEL CONTROL FLOAT ASSEMBLY 12 ”DIA.PVC VAULT POLYETHYLENE SCREEN 4”DIA PVC FLOW INDUCER (8)1 -1 /4”DIA INLET HOLES AROUND PERIMETER OF VAULT 1 -1 /4 ”BRONZE CHECK VALVE MODEL 8 OSI 03 HH EFFLUENT PUMP WITH S.O. POWER CABLE AND 1 /8 ” BY-PASS ORIFICE IN THE DISCHARGE HEAD DRAIN PORT W/NEOPRENE FLAP CHECK STEP fSEPTIC TANK EFFLUENT PUMP SYSTEM) SIDE VIEW TYPICAL 1500 GALLON TANK W /MF-ABR LEVEL CONTROL FLOAT ASSEMBLY NOTES: 1.2-WAY CLEAN OUT;SOLVENT WELD OR GASKETED CONNECTIONS REQUIRED,FERNCO COUPLINGS NOT ALLOWED, IRON PLUG W /2”SQUARE NUT. 2.FOR TANK BURY DEPTH OVER 4’,OR DRIVEWAY LOCATIONS,AN H -20 TRAFFIC RATED TANK LID IS REQUIRED. 3.FOR TANK LOCATED IN DRIVEWAY A UTILITY VAULT FRAME AND LID IS ALSO REQUIRED. o BY APPR.DETAIL NO.DATEREV.NO.oCITYOFCAMAS-SANITARY DETAIL STEP TANK .‘'si .rZC./c-zt-rt 5 /1 /07 JCSCD1 z<SP101/1 /11 SCD JC2 10 /21 /14 SCD JC3 CLLJJNOTTOSCALEi-DETAIL APPROVED BY DATE (/) o 5=Q 00LxJ oXz< o5 z;< CLUJ WASHINGTON Gravity Sewer Details City of Camas 616 NE Fourth Avenue P .O.Box 1055 Camas ,WA 98607 www.citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date :10/28/02 Revision Date:10/21/14 (Partial) City of Camas Gravity Sanitary Details ~INDEX Gravity Sanitary Sewer Details SG1 SG2 10/21/14 1/1/11 3GRAVITYSEWERCONSTRUCTIONNOTES GRAVITY SEWER SERVICE 2 1/1/11 10/21/14 2SG3GRAVITYSEWERREPLACEMENT GRINDER PUMP SEWER SERVICE 2SG4 1/1/112SG5GRAVITYSANITARYSEWERCLEANOUT CONVENTIONAL GRAVITY SEWER CONSTRUCTION NOTES: 1.ALL TRENCH EXCAVATION AND PIPE INSTALLATION SHALL CONFORM TO THE MOST RECENTLY ADOPTED VERSION OF W.S.D.O.T.STANDARD SPECIFICATIONS SECTION 7-08.3(1 )AND SECTION 7-08.3(2).ALL EXCESS MATERIAL EROM THE TRENCH EXCAVATION SHALL BE DISPOSED OE ON AN APPROVED SITE. PIPE BEDDING,PIPE ZONE MATERIAL,AND TRENCH BACKFILL SHALL BE AN APPROVED GRANULAR MATERIAL OF EITHER WASHED SCREENINGS OR 5 /8 INCH MINUS CRUSHED ROCK . SAND BACKFILL IS NOT ALLOWED . TRENCH COMPACTION SHALL BE PER CITY OF CAMAS STANDARD TEST REQUIREMENTS DETAIL G 4.CONTRACTOR TO DETERMINE THE TYPE OF EQUIPMENT AND METHOD TO USE TO ACHIEVE THE REQUIRED COMPACTION.EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE A .A .S.H.T.O.T-180 TEST METHOD. SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE CITY. ALL PIPE AND FITTINGS SHALL CONFORM TO THE MOST RECENTLY ADOPTED VERSION OF W.S.D.O.T.STANDARD SPECIFICATIONS SECTION 7-17.2. PIPE SHALL BE BEDDED WITH A MINIMUM OF 4-INCHES OF APPROVED GRANULAR MATERIAL ALL PIPE CONNECTIONS AT MANHOLES SHALL BE CORED AND RUBBER BOOTED. VACUUM TESTING OF MANHOLES IS REQUIRED PRIOR TO APPLICATION OF AN APPROVED HYDROGEN SULFIDE RESISTANT LINER . ALL MANHOLES SHALL BE COATED WITH A HYDROGEN SULEIDE RESISTANT LINING,MATERIAL SUBMITTAL REQUIRED.LINING SHALL ALSO BE APPLIED TO EXISTING MANHOLES WHEN A NEW LINE ENTRY IS TIED —IN TO THE MANHOLE. ALL PIPE AND FITTINGS SHALL BE AIR TESTED AT FOUR P .S.I.FOR ONE MINUTE PER EVERY 100 FEET OF MAINLINE. SANITARY SERVICE LATERAL SHALL BE 6 INCHES IN DIAMETER AND THE ENDS SHALL EXTEND 8 FEET PAST THE STREET RIGHT-OF-WAY LINE OR AS SHOWN ON THE PLANS AND MARKED WITH A 10 EOOT LONG 2”X 4”. ALL SANITARY LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 6 FEET AND A MINIMUM GRADE OE 0.4%UNLESS OTHERWISE SHOWN ON THE PLANS. 2. 3. 4. 5. 6 . 7. 8 . 9 . 10. 11. 12. oHioREV.NO.DATE BY APPR .DETAIL NO.CITY OF CAMAS -SANITARY DETAIL U1LU5/1 /07 JC1SCD GRAVITY SEWER CONSTRUCTION NOTES oSG11/1 /112 SCD JC z 10/21 /14 >3 JCSCD D?f <NOT TO SCALE cnAILAPPROVEDBYDATEO 6’P .U.E.OR PER PLAN6’OR PER PLANPERPLAN 2 ’ Ld Z Ld ZERENCHDRAINPER PLANS >-10’2"X 4"BOARD 2’PAST PUE (PAINTED GREEN) <>- CEMENT CONCRETE SIDEWALK i cr i LdPAVINGAS PER PLANS O Q_ OIzCEMENTCONCRETE CURB &GUTTER; STAMP "S"ON CURB FACE Q_O cr i mmrnrnm MM m 6"PVC FPT CLEANOUT ADAPTER AND MPT IRON PLUGtmmm«1;:>:*/ c -.% ; /••‘I V.>vi SELECT GRANULAR MAT L COMPACTED TO 95%OF T-99 PVC 45 * BEND 4.5 MIN.?.:• /*H .*>..APPROVED GRANULAR BACKFILL COMPACTED TO 95%OF T-180 SEWER UTILITY MARKING TAPE MAIN SIZE X 6"ASTM 5034 WYE ASTM 3034 PVC SEWER MAIN;SIZE PER PLANS 5 rV45*.'«• •4 ' *BEND •:l.*•••** ••• ,•/•....^• .-•••;A.*.W .*•/A -\amc*•d.3 b2%MIN. .***.•••• •>6 ”PVC SOLVENT WELD CAPPVCWYE 4"MIN.GRANULAR BEDDING16”3034 PVC PIPE4"MIN. 4”SCHED.40 DWV PIPE 6”3034 SDR 35 BELL X 4”SCHED.40 DWV BELL SOLVENT WELD ADAPTER FROM HOUSE53 NOTES:SANITARY CONNECTION AT BUILD -OUTALLPIPEANDFITTINGSSHALLBE3034PVC,EXCEPT WHERE NOTED. SEWER UTILITY MARKING TAPE REQUIRED AS SHOWN ON TRENCH DETAIL. ELEVATION OF SERVICE STUB OUT AND CONNECTION TO BE NOTED ON AS-BUILT DRAWINGS. 1. 2. 3. o$APPR.DATE BY DETAIL NO.3EV.NO.oCITYOFCAMAS-SANITARY DETAIL >5 /1 /07 SCD JC1 (ZGRAVITYSEWERSERVICESTUBOUTLdSG21/1 /11 SCD JC2 ui DETAIL APPROVED BY ><NOT TO SCALE crDATEo CLEANOUT AT PROPERTY LINE /R.O.W. CEMENT CONCRETE CURB &GUTTER; STAMP "S"ON CURB PACE 6"PVC EPT CLEANOUT ADAPTER AND MPT IRON PLUGi CEMENT CONCRETE SIDEWALK 12 ”OE 1 -1 /4"MINUS CRUSHED ROCK COMPACT TO 95%OF T-180 /—PAVING AS/PER PLANS SAWCUT EXISTING ASPHALT 6"OF COVER MIN. '•*"V tI*:;MN :';•(* SELECT GRANULAR MATERIAL COMPACTED TO 95% OF T-99 mms !!*•:• V:>k18”MIN. ALL SIDES ’ 6 ”3034 45*BEND >•? •• v.APPROVED GRANULAR BACKFILL COMPACTED TO 95%OF T-180 SEWER UTILITY MARKING TAPE MAIN SIZE X 6 ”ASTM 3034 WYE ASTM 3034 PVC SEWER MAIN;SIZE PER PLANS :•..•’•45 * BEND ••: >.*•.'**.'-V'Z EXISTING 4” ABS DWV LATERAL PIPE3(SEE NOTE 1) -:'V ».t •i 2%MIN.^L3h /-•••v -X /.. (6 ”3034 BELL X 4 "SCH 40 DWV BELL SOLVENT WELD ADAPTER 6"ASTM 3034 PVC 4”MIN.GRANULAR BEDDING 6 "3034 WYE.V D4"MIN.GRANULAR BEDDINGi 3034 PVC MAIN CONNECTION SEWER UTILITY MARKING TAPE 45 *3034 BEND 6 "3034 SPOOL MAIN SIZE X 6 ”ELECTROFUSION SADDLE GASKETED FOR 6 ”3034 HDPE SEWER MAIN; SIZE PER PLANS NOTES: IF EXISTING LATERAL IS CLAY,CONCRETE,OR IRON PIPE USE ’FERNCO’ ®STYLE COUPLER,OR APPROVED EQUAL.IF EXISTING LATERAL IS DWV, SCHEDULE 40 PVC,OR 3034 PVC USE APPROPRIATE ADAPTER FITTING, ’FERNCO’STYLE COUPLING IS NOT ALLOWED. ’INSTERTA TEE’®STYLE CONNECTOR NOT ALLOWED ON MAIN CONNECTIONS. ALL PIPE AND FITTINGS SHALL BE 3034 PVC,UNLESS OTHERWISE NOTED ON THIS DETAIL,APPROVED BY THE ENGINEER,OR AS INDICATED IN THE PLANS. SEWER UTILITY MARKING TAPE REQUIRED AS SHOWN ON TRENCH DETAIL. 1. 3 2. 3. 4"MIN.GRANULAR BEDDING 4. HPDE MAIN CONNECTION o£DATE BY APPR.^EV.NO.DETAIL NO oCITYOFCAMAS-SANITARY DETAIL >5 /1 /07 SCD1 JC crGRAVITYREPLACEMENTSEWERSERVICELdSG31/1 /11 SCD2 JC tn in.><NOT TO SCALE Cz.DETAIL APPROVED BY DATE o CARSON INDUSTRIES 1419 -12 (BOLT DOWN)12”CONTROL BOX, OR FIBERLYTE FL12 FOR DRIVEWAY LOCATIONS CLEANOUT AT PROPERTY LINE /R .O.W.CEMENT CONCRETE CURB &GUTTER;STAMP ”S” ON CURB FACE TONING WIRE LOOPED IN WELL SEE NOTES 12 ”OF 1 -1 /4”MINUS CRUSHED ROCK COMPACT TO 95 %OF T-180 -TONING WIRE LOOPED IN SERVICE BOX -SEE NOTES GRADE MUST SLOPE AWAY FROM STATION 12”MIN. CEMENT CONCRETE SIDEWALK 6 ”PVC FPT CLEANOUT ADAPTER AND MPT IRON PLUG SAW CUT EXISTING ASPHALT HINGED HDPE COVER FOR GRINDER PUMP WELLPAVINGPERPLANS GRADE ,GRADE£2 6 ”OF COVER MIN. —HDPE DUAL WALL GRINDER PUMP WELLTSELECTGRANULAR MATERIAL COMPACTED TO 95%OF T—99 TV 1 —1 /2 "PVC BALL VALVE TERMINATE AND SEAL TONING WIRE PER NOTES 18 ”MIN. ALL SIDES 18”MIN. COVER OVER DISCHARGE 1 -1 /2”PVC CHECK VALVE6”3034 45*BEND 18”MIN . DEPTH APPROVED GRANULAR BACKFILL COMPACTED TO 95%OF T-180 6 ”3034 PVC SPOOL INVERT DEPTH AS REQUIRED BY EXISTING LATERAL UNIT HEIGHT 1-1 /2”SCHED. 40 PVC PIPE 1 -1 /2”SLIP 90 - BENDS (TYP.) SEWER UTILITY MARKING TAPE SCHED.40 PVC SPOOLS::-•••'•>'.4 *v.‘-r >• i:ASTM 3034 PVC SEWER MAIN;SIZE PER PLANS ;—i :AS3h1—1 /2”x1 —1/4” PVC REDUCER REQUIRED2%MIN. or 2”x 1 -1 /2”SCHED .40 PVC SOLVENT WELD REDUCER 4”x 2”SCHED.40 PVC SOLVENT WELD REDUCER =46”3034 PVC WYE 6 ”3034 PVC PIPE (TYP.) 6 ”3034 PVC SPOOL 4”MIN.GRANULAR BEDDING 3 DC— B.4”MIN.APPROVED GRANULAR BEDDING 6 ”X 4”PVC SOLVENT WELD REDUCER ,3034 SDR 35 SPIGOT X DWV BELL 4”DWV OR SCHED .40 PVC PIPE (SEE NOTE 3); INLET GROMMET TO ACCEPT 4.5”O.D .PVC PIPE (STANDARD) 1 -1 /2” SCHED .40 PVC PIPE 3034 PVC MAIN CONNECTION 40.9 ”35.4”ALL ALLUNITSUNITS SEWER UTILITY MARKING TAPE 6 ”PVC 45’BEND 6 ”3034 SPOOL MAIN SIZE X 6 ”ELECTROFUSION SADDLE GASKETED FOR 6 ”3034 HDPE SEWER MAIN; SIZE PER PLANS A //\i KSERVICELATERALNOTES: ALL PVC PIPE AND FITTINGS SHALL BE 150 PSI RATED. BALL VALVE AND CHECK VALVE TO BE ASSEMBLED PRIOR TO INSTALLATION AND SHALL BE INSPECTED BY INSPECTOR BEEORE INSTALLATION. IF EXISTING LATERAL IS CLAY,CONCRETE,OR IRON PIPE USE ’FERNCO ’STYLE COUPLER,OR APPROVED EQUAL.IE EXISTING LATERAL IS 3034 PVC USE APPROPRIATE ADAPTER FITTING -’FERNCO ’STYLE COUPLING IS NOT ALLOWED. ’INSTERTA TEE ’STYLE CONNECTOR NOT ALLOWED ON MAIN CONNECTIONS. ALL PIPE AND FITTINGS SHALL BE 3034 PVC OR SCHEDULE 40 PVC,UNLESS OTHERWISE NOTED ON THIS DETAIL,APPROVED BY THE ENGINEER,OR AS INDICATED IN THE PLANS. SEE TRENCH DETAIL FOR BEDDING AND BACKFILL REQUIREMENTS. LOCATE VALVE BOX OUTSIDE OF SIDEWALK AND WITHIN RIGHT-OF-WAY. SEWER UTILITY MARKING TAPE AND 14 GAUGE HDPE INSULATED COPPER CLAD STEEL TONING WIRE REQUIRED AS SHOWN ON TRENCH DETAIL. CONNECTIONS AND SPLICES TO TONING WIRE SHALL BE SEALED WITH KING GEL CAPS, 3M DBY DIRECT BURY CAPS,OR OTHER APPROVED CONNECTION,AT ALL SPLICES. 10.ELIMINATE CLEANOUT AT PROPERTY LINE IF RIM I.E.IS LOWER THAN MAIN 11.FOR CITY OWNED INSTALLATIONS,THE GRINDER PUMP SHALL BE MANUFACTURED BY E-ONE,MODEL TO BE APPROVED BY THE ENGINEER. 1 .INLET:EPDM GROMMET FOR 4”DWV PIPE (STANDARD) DISCHARGE: 1 -1 /4”FEMALE PIPE THREAD 2. 029.5 ”3 3. 4.UNDISTURBED EARTH GRINDER PUMP INSTALLATION NOTES: A .SEE MANUFACTURER ’S INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS B .A CONCRETE ANCHOR IS REQUIRED ON ALL MODELS,SIZED PER MANUFACTURER SPECIFICATIONS FOR MODEL INSTALLED. 6 ”MINIMUM LAYER OF 3/4”-/8 ”WASHED RIVER ROCK BEDDING. 5.4”MIN. GRANULAR BEDDING CONCRETE ANCHOR (SEE NOTE B) BEDDING (SEE NOTE C) LI.. 41•-6.*•‘HDPE MAIN CONNECTION 4_7. 8. 9. POURED IN -PLACE ANCHOR DETAIL o$DETAIL NO .BY APPR .REV.NO.DATE CITY OF CAMAS -SANITARY DETAIL >1 /1 /11 SCD JC1 crGRINDERPUMPSEWERSERVICELxJSG410/21 /14 LTJCSCD2 > DATE <NOT TO SCALE ozDETAILAPO 5 WASHINGTON Water Details Phone:(360)834-6864 Fax: City of Camas 616 NE Fourth Avenue P .O.Box 1055 Camas,WA 98607 www.citvofcamas.us (360)834-1535 Creation Date :10/28/02 Revision Date:10/21/14 (Partial) City of Camas Water Details ~INDEX Detail No.Detail Name Rev.Rev.Date W1 Water Notes 1"Water Service -New (Subdivision) 1"Water Service -Replacement 1/1/11 10/21/14 10/21/14 3 W2 4 W 3 4 W4 1"Water Service -Meter Relocation 10/21/14 10/21/14 10/21/14 4 1"Water Service -Rural 2"Water Service W5 4 W 6 4 W7a &b 3"Water Service 2"Standard Blowoff 6"Low Point Blowoff -Ditch 1/1/11 1/1/11 1/1/11 3 W8 4 W 9 2 W10 6"Low Point Blowoff -Street Fire Hydrant Valve Box and Riser 2 1/1/11 10/21/14 10/21/14 W11 4 W12 4 W13 Water Main Line and Valve Pipe Joint Restraint Thrust Blocks 2 1/1/11 1/1/11 1/1/11 W14 3 W15 3 W 16 2"Air/Vacuum Release Valve 2"Air /Vacuum Release Valve in 48"MANHOLE 10/21/14 10/21/14 1/1/11 5 W17 2 W18 2"Pressure Relief Valve Assembly 2 W19 4"Vacuum Relief Valve 2 1/1/11 1/1/11 10/21/14 W20A W20B 6"x2"PRV Station with 3"Relief 6"x2"PRV Station with 3"Relief 2 3 W21 Above Ground PRV Relief Drain 2 1/1/11 1/1/11W22WaterQualitySamplingStation2 W23A W23B Standard Double Check Detector Valve Assembly Standard Double Check Detector Valve Assembly 10/21/14 10/21/14 3 3 WATER CONSTRUCTION NOTES: 1.ALL TRENCH EXCAVATION AND PIPE INSTALLATION SHALL CONFORM TO THE MOST CURRENT A.W.W.A .STANDARDS, AND THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D.O.T.STANDARD SPECIFICATIONS SECTION 7 -08.3(1 ) AND SECTION 7 -08.3(2).ALL EXCESS MATERIAL FROM THE TRENCH EXCAVATION SHALL BE LOADED DIRECTLY INTO A DUMP TRUCK AND DISPOSED OF AT AN APPROVED SITE. 2.PIPE BEDDING,PIPE ZONE MATERIAL AND TRENCH BACKFILL SHALL BE AN APPROVED GRANULAR MATERIAL OF EITHER WASHED SCREENINGS OR 5 /8 INCH MINUS CRUSHED ROCK .SAND BACKFILL IS NOT ALLOWED. 3.TRENCH COMPACTION SHALL CONFORM TO THE MOST RECENTLY ADOPTED EDITION OF THE W.S.D.O.T.STANDARD SPECIFICATIONS SECTION 7 -08.3(3).CONTRACTOR TO DETERMINE THE TYPE OF EQUIPMENT AND METHOD USED TO ACHEIVE THE REQUIRED COMPACTION AND BE APPROVED BY THE CITY OF CAMAS.EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE A.A.S.H.T.O. T-180 TEST METHOD. SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE CITY. 4. 5.ALL VALVES 10 INCHES OR LESS IN DIAMETER SHALL BE A .W.W.A .APPROVED RESILIENT WEDGE GATE VALVES, BUBBLE TIGHT AT 200PSI,HAVE NON RISING STEMS,AND OPEN BY TURNING TO THE LEFT.PROVIDE A 2 INCH SQUARE NUT TO CONFORM TO A.W.W.A .C -504.ALL VALVES 12 INCHES OR LARGER IN DIAMETER SHALL BE A.W.W.A .APPROVED BUTTERFLY VALVES. 6 .ALL WATER PIPE 12 INCHES OR LESS IN DIAMETER SHALL BE DUCTILE IRON CLASS 52 PIPE.ALL WATER PIPE 14 INCHES IN DIAMETER AND LARGER SHALL BE DUCTILE IRON CLASS 51 PIPE.RUBBER GASKET TYPE SHALL BE U.S.PIPE,TYTON OR APPROVED EQUAL.ALL FITTINGS SHALL BE DUCTILE IRON AND SHALL CONFORM TO THE A.W.W.A .STANDARD C —110. 7.ALL TEES,FLANGES,CAPS,BENDS AND OFFSETS,AS WELL AS ALL OTHER APPURTENANCES WHICH ARE SUBJECT TO UNBALANCED THRUST,SHALL BE PROPERLY BRACED BY ONE OF THE FOLLOWING METHODS: A .CONCRETE THRUST BLOCKING -AS DETAILED IN THE PLANS,SHALL BE PLACED AT BENDS,TEES,DEAD ENDS AND CROSSES.BLOCKING SHALL BE 3000 PSI CONCRETE POURED IN PLACE.CONCRETE BLOCKING SHALL BE AGAINST SOLID UNDISTURBED EARTH AT THE SIDES AND BOTTOM OF THE TRENCH EXCAVATION AND SHALL BE SHAPED SO AS NOT TO OBSTRUCT ACCESS TO THE JOINTS OF THE USED TO INSULATE PIPE. B.MECHANICAL JOINT RESTRAINT-USE ”EBBA IRON SERIES 1100 MEGA LUG MECHANICAL JOINT THRUST RESTRAINT”OR APPROVED EQUAL CONTRACTOR TO RESTRAIN THE MINIMUM REQUIRED PIPE LENGTH WITH ”FIELD -LOK ”GASKETS OR APPROVED EQUAL. PIPE.6 MIL.PLASTIC SHALL BE ALL WATER MAINS SHALL BE TESTED AT 200PSI IN ACCORDANCE WITH SECTION 7-09.3(23)OF THE STANDARD SPECIFICATIONS.THE CITY SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ACCEPTANCE TESTING.MAXIMUM LENGTH OF PIPE TO BE TESTED AT ONE TIME IS 1000 FT. 8. CHLORINATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 7-09.3(24)OF THE STANDARD SPECIFICATIONS.CITY INSPECTOR WILL TAKE SAMPLES AND DELIVER TO LABORATORY FOR BACTERIA TESTING, NEGATIVE SAMPLE RESULTS SHALL BE CONFIRMED,PRIOR TO PRESSURE TESTING.DECLORINATION OR DISPOSAL TO SANITARY MAIN MAY BE REQUIRED. 9. APPROPRIATE DISPOSAL AND OR DECHLORINATION OF FLUSHED WATER DURING BLOWOFF IS THE RESPONSIBILITY OF THE CONTRACTOR.METHOD USED SHALL BE APPROVED BY CITY AND OTHER REGULATING AUTHORITIES.10. WATER MAIN TO HAVE A MINIMUM COVER OF 30 INCHES.WATER SERVICES TO HAVE A MINIMUM 24 ”OF COVER .11. ALL EXISTING VALVES TO BE OPERATED BY CITY OF CAMAS WATER /SEWER DEPARTMENT PERSONNEL ONLY.12. NO CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE PRIOR TO SATISFACTORY PRESSURE TESTING, DISINFECTION,AND THE CONFIRMATION OF A NEGATIVE BACTERIA TEST. 13. o $BYREV.NO.DATE APPR.DETAIL NO.oCITYOFCAMAS-WATER DETAIL on7/17/061 SCD RES1071 LdWATERCONSTRUCTIONNOTESwi5/1 /07 O2SCDJCz 1 /1 /113 SCD JC /-4 -//1 /C'vUE'/S?'!crNOTTOSCALEAILAPPROVEDBYDATE$ LUZ Zj WATER METER BOX (TYP)R.O.W.OR APPROVED EASEMENTo ROW OR PUE INSTALL CHRISTY POLYMER WATER METER BOX MODEL NO. FL12 BOX &c FL12D LIDNEWSIDEWALK-.'SIDEWALK NEW CURB &GUTTERLOCATIONOFADJOININGLOT 6 ”METER BOXES SET NEW METER BOX TO SIDEWALK GRADE.-t\** 8”MIN. 12”MAX..t ;z METER SET BY CITY24” MIN. NEW 1”BALL ANGLE METER STOP, MUELLER 110 OR EQUIVALENT FORD OR A.Y.McDONALD WITH 1”x 3 /4” BRASS METER BUSHING (NOTE 3) 1”TYPE K FLEXIBLE COPPER SERVICE,NO SPLICES ALLOWED NEW 1”BALL CORP STOP, MUELLER 110 xCC OR FORD EQUAL NOTES: 1.INSTALL METER BOX OUTSIDE OF SIDEWALK OR IN PLANTER STRIP SEE TRENCH SECTION DETAIL FOR BACKFILL REQUIREMENTS. CONTRATOR SHALL BE RESPONSIBLE FOR SUPPLYING THE BRASS METER BUSHINGS TO THE CITY OF CAMAS. METER BOX LOCATION SHALL BE OUTSIDE OF SIDEWALK EXCEPT WHERE NOTED IN PLANS. METER BOXES FOR ADJOINING LOTS SHALL BE WITHIN 2”OF LOT LINE WHERE POSSIBLE (SEE BELOW). WATER METER SHALL BE INSTALLED BY THE CITY. 2.45'3. 4. 5. 6.D.I.P.MAIN -6 ”OR LARGER REQUIRES DIRECT TAP. 4”MAIN -DOUBLE STRAP SADDLE REQUIRED FOR SERVICE CONNECTION BY APPR.DATEREV.NO.DETAIL NO.CDCITYOFCAMAS-WATER DETAIL 1 ”WATER SERVICE -NEW (SUBDIVISION ) /tf -Zf -ty 7/17/06 RES1071 o1SCD 5 /1 /07 W 2 cr2SCDJC 1 /1 /11 SCD JC3 CdNOTTOSCALE10/21 /14 JCSCD AIL APPROVED BY4 DATE 5= o$o in cz R .O.W.OR APPROVED EASEMENT INSTALL CHRISTY POLYMER WATER METER BOX MODEL NO. FL12 BOX &FL12D LID EXISTING METER TO BE RELOCATED AS SHOWN ON PLANS SIDEWALK CURB &GUTTER 6 ”8”MIN. 12”MAX .SET NEW METER BOX TO SIDEWALK GRADE."X /Si\‘* EXISTING HOUSE SERVICE, TYPE &SIZE TO BE FIELD VERIFIED BY CONTRACTOR7 : TO HOUSEa z NEW 1 ”BALL ANGLE METER STOP, MUELLER 110 OR EQUIVALENT FORD OR A .Y.McDONALD WITH 1”x 3 /4” BRASS METER BUSHING 24”INSTALL %"BRASS GATE ORBALLVALVE,PER U.P.C.MIN. CONNECT TO EXISTING WATER METEREXISTINGCOPPERTUBING,SIZE TO BE FIELD VERIFIED BY CONTRACTOR TYPE K COPPER TUBING,SIZED TO MATCH EXISTING COPPER TUBING FROM MAIN TO MAIN MIN.6 ”R MUELLER 110 COMPRESION COUPLING,OR EQUIVALENT FORD OR A.Y.McDONALD (TYP.)NOTES: 1.REPLACE ALL SERVICES WHICH MEET ANY OF THE FOLLOWING CONDITIONS: A .METER BOX IS RELOCATED B.SUBSTANDARD EITHER BY MATERIALS OR LACK OF COVER C.METER IS TOO DEEP AND A YOKE MUST BE ADDED. IF SERVICE LINE TO HOUSE IS DEEP,HALF OF A METER YOKE MAY BE REQUIRED. IF SERVICE IS NOT COPPER,CONTRACTOR IS TO REFER TO DETAIL W 3 (REPLACEMENT WATER SERVICE)FOR INSTALLATION. FOR SERVICE RELOCATIONS,ONLY ONE FITTING IS ALLOWED BETWEEN THE CORP STOP AND THE METER STOP.A METER ADAPTER REDUCING FROM A 1 ”SERVICE TO A SMALLER METER MAY BE ALLOWED IN ADDITION TO THE ONE FITTING. INSTALL METER BOX OUTSIDE OF SIDEWALK CALL FOR INSPECTION OF COUPLING UNDER PRESSURE PRIOR TO BACKFILLING. SEE TRENCH SECTION DETAIL FOR BACKFILL REQUIREMENTS. WATER METER SHALL BE INSTALLED BY THE CITY. 2. 3. 4. METER SETTER YOKE 5. 6 . 7. 8. BY APPR.DATEREV.NO.ODETAILNO.CITY OF CAMAS -WATER DETAIL $ 7/17/06 SOD RES1071 o11”WATER SERVICE -METER RELOCATION W 45/1 /07 coSODJC2$'71/1 /11 JC3SOD /0 -2 /-£NOT TO SCALE10/21 /14 SOD JC ‘AIL APPRO'4 BY DATE £ o$ cr$ cr $ R.O.W.OR APPROVED EASEMENTSIDEWALK 8”CURB &GUTTER 8”MIN. 24”MAX. INSTALL CHRISTY POLYMER METER BOX, MODEL NO.FL36BOX18 AND FL36D LID :«.* : •V 'y •*: V.'•i.•••'T" “IT -••’s z 3XJNEW2”ANGLE BALL METER STOP,MUELLER 110x 2”FLG OR EQUIVALENT FORD OR A.Y.McDONALD 24”MIN. COVER WATER METER INSTALLED BY CITY INSTALL 2”BRASS GATE OR BALL VALVE, PER U.P.C. NEW 2 ”IP THREAD X MUELLER BALL CORP STOP W /110 COMPRESSION CONNECTION,OR FORD EQUAL 2”COPPER 90 DEG.BEND, MUELLER 110 COMPRESSION FITTING OR EQUIV.FORD OR A.Y.McDONALD 2 ”I.P.T.DOUBLE STRAP SADDLE 2 ”SERVICE,TYPE K RIGID COPPER 2”COPPER MUELLER 110 COMPRESSION FITTINGS OR EQUIV. FORD OR A.Y.McDONALD NOTES: 1.REPLACE ALL SERVICES WHICH MEET ANY OF THE FOLLOWING CONDITIONS: A.METER BOX IS RELOCATED B.SUBSTANDARD EITHER BY MATERIALS OR LACK OF COVER 2.INSTALL CHRISTY POLYMER METER BOX,MODEL NO.FL36BOX18 AND FL36D LID, OUTSIDE OF SIDEWALK .INSTALL FL36 X 6 OR FL36 X 8 BASE EXTENSIONS AS REQUIRED. 3.INSTALL COMPRESSION FITTINGS OUTSIDE OF STREET WHERE POSSIBLE. 4.SEE TRENCH SECTION DETAIL FOR BACKFILL REQUIREMENTS. 5.WATER METER SHALL BE INSTALLED BY THE CITY. oBYAPPR.DATEREV.NO.OjLQ DETAIL NO.CITY OF CAMAS -WATER DETAIL Hi4/-V o7/17/06 v7.SCD RES10711 u 2”WATER SERVICE CN5/1 /07 W 6SCDJC co2 /o1/1 /11 £SCD JC3 crNOTTOSCALE10/21 /14 SCD JC DETAIL APPROVED BY4 DATE METER WITH TEST )UGH THE CITY3"FLG STRAINER, ALLOY BODY,Nl D SPOOL (TYP ) RW GATE VALVE3’’ELGD 3"Dl PLAIN END X ELG SPOOL (TYP )4"x 3"Dl MJ REDUCER WITH MEGA -LUGS (TYP ) INLET EROM MAIN OUTLETI[ 4 ”4” NON-SHRINK CEMENT GROUT 3"Dl FL SPOOL PRECAST CONCRETE UTILITY VAULT (SEE NOTES ON DETAIL W 7b) i A STEEL JACK 3"FLANGED RW GATE VALVE WITH 2"OPERATOR NUT VAULT HATCH OPENING CONNECT 4”PVC DRAIN PIPE TO STORM SYSTEM,OR OTHER APPROVED LOCATION GALVANIZED STEEL WALL MOUNTED CHAMBER LADDER W /EXTENSION UNDER ACCESS DOOR PLAN VIEW WATER METER NOTES: 1.FOR NEW MAINS,INSTALL MAIN SIZE MJ x 4”FL TEE.FOR EXISTING MAINS,LIVE TAP TO BE PERFORMED BY APPROVED TAPPING CONTRACTOR . 2.PROVIDE APPROVED JOINT RESTRAINT FOR ALL JOINTS ON 4”DUCTILE IRON PIPE.MINIMUM COVER 30". 3.PROVIDE FLANGED CONNECTIONS FOR ALL JOINTS ON 3"DUCTILE IRON PIPE AND FITTINGS. 4.CONSTRUCTION AND MAINTENANCE WITHIN VAULTS MAY BE SUBJECT TO CONFINED SPACE ENTRY PERMITTING REQUIREMENTS AND /OR SAFETY PRECAUTIONS. oAPPR.DATE BYREV.NO.DETAIL NO.CITY OF CAMAS -WATER DETAIL $o7/17/06 SCD RES10711 3 ”WATER SERVICE W7 A5/1 /07 cnSCDJC2 /-4 -/f1/1 /113 SCD JC crNOTTOSCALEDETAILAPPROVEDBYDATE£ 36 ”x 72"HATCH 3”FLG STRAINER,NO-LEAD HIGH COPPER ALLOY BODY 3”FLGD RW GATE VALVE W /HANDWHEEL 3"WATER METER WITH TEST PLUG,INSTALLED BY CITY 3"FLGD RW GATE VALVE WITH HANDWHEEL ~2 7 4! \\ 3 ”FLGD Dl TEE3”FLGD Dl TEE < Uc 4,,x 3,,Dl MJ REDUCER W /MEGA -LUGS (TYP )< INLET FROM MAIN OUTLET 4"4" J A PIPE TRENCH BACKFILL PER TRENCH DETAIL4 <41 CONNECT 4”PVC DRAIN PIPE TO STORM SYSTEM,OR OTHER APPROVED LOCATION STEEL SCREW JACK (4) PRECAST CONCRETE UTILITY VAULT (SEE NOTES ON DETAIL W 7b) 12 ”MIN.1 1 /4 ”—0 COMPACTED TO 95 %T-180 SECTION A -A (BY-PASS LINE REMOVED FOR CLARITY) VAULT CONSTRUCTION NOTES: 1.VAULT SHALL BE PRE -APPROVED PRIOR TO INSTALLATION. 2.VAULTS SHALL HAVE A MINIMUM OF 3’CLEARANCE FROM ALL STRUCTURES. 3.APPROVED VAULT SHALL BE RATED FOR H 20 LOADING AND INCLUDE AN EXTENSION LADDER,MINIMUM INSIDE DIMENSIONS S’UG’WxS 'H. 4.VAULT SHALL BE SET FOR 1 %SLOPE TO DRAIN. 5.ALL BACKFILL SHALL BE APPROVED GRANULAR MATERIAL. 6.HATCH SHALL BE AN H 20 RATED,36 ”x 72 ”SPRING ASSISTED,HOT DIPPED GALVANIZED DIAMOND PLATE DOUBLE DOOR.FOR TRAFFIC INSTALLATIONS A 30"MANHOLE LID SHALL BE USED INSTEAD OF A HATCH. 7.SUMP PUMP MAY BE REQUIRED ON INSTALLATIONS WHERE DRAIN PIPE CANNOT BE CONNECTED TO ADEQUATE STORM DRAIN SYSTEM.THE APPROVED SUMP PUMP SHALL BE A COMMERCIAL GRADE WATER POWERED VENTURI DESIGN WITH BACKFLOW PREVENTION,SIZED TO PROVIDE 10GPM AT 10 FEET OF HEAD AT THE AVAILABLE SYSTEM WATER PRESSURE.BACKFLOW DEVICE SHALL BE CERTIFIED BY WASHINGTON STATE CERTIFIED BACKFLOW TESTER AFTER INSTALLATION AND PRIOR TO ACCEPTANCE.TEST RESULTS SHALL BE SENT TO CITY OF CAMAS WATER DEPARTMENT. 8.CONSTRUCTION AND MAINTENANCE WITHIN VAULTS MAY BE SUBJECT TO CONFINED SPACE ENTRY PERMITTING REQUIREMENTS AND /OR SAFETY PRECAUTIONS. oAPPR.DETAIL NO,DATE BYREV.NO.CITY OF CAMAS -WATER DETAIL 5=o7/1 /706 SCD RES10711 3 ”WATER SERVICE r-OW7B015/1 /07 JC2SCD $'71 ZTZCZ /-+-/{V1/1 /11 SCD JC3 C A vif.tStZ-C£NOT TO SCALEDETAILAPPROVEDBYDATE £ 2 'X 2 ’X 6 ”DEEP CONCRETE COLLAR AROUND VALVE BOX IN UNPAVED AREAS A TO BLOWOFF SEE SECTION A -A j—TYTON JOINT PLUG v- 4 Ai <<r n"=iTj 5<iAAIUNDISTURBED EARTH 4<7 4 <I CONCRETE COLLAR4LJ<7 PLAN VIEW12"A A 5 FOOT MINIMUM SPOOL CLASS 52 DUCTILE IRON PIPE SIZE AS SPECIFIED ON PLANS FULL SECTION OF PIPE CONCRETE THRUST BLOCK 6 MIL PLASTIC A PLAN VIEW2”PVC OR ABS SQUARE HEAD PLUG, SCREW IN,HAND TIGHTEN ONLY NOTES: TIGHTEN ALL THREADED PIPE JOINTS SECURELY.USE LOCTITE THREADLOCKER RED,OR APPROVED EQUAL,ON THREADED ELBOW AND COUPLING.VISUAL INSPECTION REQUIRED PRIOR TO BURY. SWAB ALL PIPE WITH CHLORINE MIXTURE PRIOR TO SERVICE. 1 .24”MINIMUM 4”MIN.6"MAX .£SEE VALVE BOX AND RISER DETAILRICH#910 VALVE BOX , COVER TO READ "WATER ” 2. \6"PVC ASTM 3034 CUT TO LENGTH2”GALV.COUPLING SEE VALVE BOX AND RISER DETAIL NOTE 1 2 "I.P.T. CORP.STOP 2"GALV.PIPE ^p 2 ”GALV.90*BEND R .W .AWWA GATE VALVE-CAST IRON BODY 2 ”IP X 2 ”IP THREADS WITH 2 ” N.R.S. CONCRETE PIER BLOCK DOUBLE STRAP SERVICE SADDLE 2 "IP THREADS 2 "GALV . COUPLING1’SQUARE MINIMUM SQUARE OPERATING NUT SECTION A -A o5:o DETAIL NO.BY APPR .DATEREV.NO.CITY OF CAMAS -WATER DETAIL 2 ”STANDARD BLOWOFF DETAIL APPROVED BY Li_o7/17 /06 SOD RES1071 £1 OW85/1 /07 SCD JC2 CDI9/18 /07 SCD JC3 QCNOTTOSCALEW11SDJC4DATE$ o O O$o CDCD I2tC $ 6" 0.1. BLIND FLANGE (MANHOLE FRAME AND COVER NOT SHOWN) MEGA LU G MECHANICA L JOINT THRUST RESTRAINT, ALL MJ JOINTS 6" FLG X MJ GATE VALVE FL ANG ED 45 DEG BEND WATER COVER At _________________________ D_._._M_A__N __ S_Z_E_D_T_E_E_,_M_J __ X __ 6'_' __________________ ~t A _ FL ANG ED BRANCH _ PL AN VIEW C.I. MANHO LE RING AND COV ER OLYMPIC PATTERN #5822 WITH LID TYPE A OR AN APPROVED EQUAL, TO READ "w" PAVEMENT SURF AC E MIN. MAX. __________ ,.~II~----~~~~~~~~ZZ~~~~~~~FI~N~IS~H GRADE SEE VALVE BOX AND RISER DETAIL 6" FLG X MJ RW GATE VALVE 0.1. MA IN SIZED TEE, MJ X 6" FL ANG ED BRANCH 6" FLANGED 45· BEND DRILL 2 EA CH 3/8" DIAMETER DRAIN HOLES IN 6" DUCTILE IRO N PIPE SPOOL CEMENT CONCRETE PIER BLOCK SECTION VIEW A -A MIN. 1.5 CUBlC YAR D 2" DRAIN ROCK OVER 12 MIL PLASTIC NON-SHRINK CEMENT GROUT 24" BELL & SPIGOT OR TONGUE & GROOVE REINFORCED CONCRETE SEWER PIPE, CUT TO REQUIRED LENGTH 6" 0.1 . FL ANG E X PL AIN END 0.1. PIPE AND 6" 0.1. BLIND FL ANG E 24" MINIMUM 6" 0 .1. MJ 90· BEND, MEG LUG JOINT RESTRAINTS 12 MI L PLASTIC o 3: o ~----'------'----~----'---~=-----------------------------------------------------------'-D-E-T-A-IL--N-O-.~~ REV. NO. DATE B Y APPR . CITY OF CAMAS -WATER DETAIL 5/1/07 SCD JC 2 1/1/11 SCD JC 6" L OW POINT BLOW OFF - ~;:?a~£~:.. ;-4·-// STREET NOT TO SCA LE W10 3: o ---.J CD t.D I 0::: f- ~ __________________________________________________________________________________________________ ~3: DEt A IL A PPRO VED BY DATE FIRE HYDRANT AS SPECIFIED: 1.EAST JORDAN 5CD 250 W /OPER.DUST SHIELD 2.MUELLER CENTURION A 423 3.M &H RELIANT 929 4.CLOW MEDALLION3’MIN. CLEAR SPACE ALL SIDES 2-2.5”NOZZLES WITH NST THREADS, CHAINS REMOVED CONCRETE COLLAR 4.5”PUMPER NOZZLE WITH NST THREADS AND HARRINGTON 5 ”STORZ ADAPTER,CAP, AND CABLE,M /N HPHA OR APPROVED EQUAL CONCRETE COLLARBREAK-AWAY JOINT 3”MIN. 9 ”MAX. PLAN VIEW FINISHED SIDEWALK GRADE CONCRETE COLLAR SEE VALVE BOX AND RISER DETAIL SEE STREET SECTION DETAILS NOTE 7 CURB ANDiGUTTER *4*-i. ‘4 *4 i. --0. “ !ii=n=ii4 6 ”—1 2”CRUSHED ROCK BASE SEE TRENCH SECTION DETAIL FOR BACKFILL REQUIREMENTS DEPTH OF BURY AS REQUIRED 30”MIN. VARIABLE D.I.P. —SPOOL LENGTH -(SEE NOTE 5) MEGALUG ®JOINT RESTRAINT (NOTE 6) APPROVED GRANULAR MATERIAL 6 MIL PLASTIC 3 /4”DRAIN ROCK WATER MAIN SIZE AS SHOWN ON PLAN ..o,!o ^LrJ 6 ”DUCTILE IRON PIPE SPOOLo I 19 El4”MIN.APPROVED GRANULAR BEDDING cPRECASTCONCRETEPIERBLOCK APPROX .16 ”X16 ”SQUARE BASE t m11==]i e±±i |t=±±ii e±±i |°o 11=11=11=11=11=11=11=11I1-°°lS2?BP£S> =11=11=NATIVE MATERIAL UNDISTRUBED 6 ”FLANGE X M.J.RESILIENT WEDGE GATE VALVE r2’MIN.a oO NOTES: 1.HYDRANT SHALL BE SET PLUMB. 2.HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT,TYPE AND COLOR SPECIFIED BY CITY. 3.LOCATE OUTSIDE OF SIDEWALK UNLESS DIRECTED BY CITY. 4.HYDRANT SHALL HAVE 5-1 /4”VALVE OPENING AND MEET AWWA C-502. 5.IF PIPE SPOOL HAS TYTON JOINT,CONTRACTOR SHALL PROVIDE APPROVED PIPE JOINT RESTRAINT 6.EBAA IRON SERIES 1100 MEGALUG ®MECHANICAL JOINT THRUST RESTRAINT. 7.24”TYPICAL,20”MINIMUM ONLY ON CURB SIDE MS MINIMUM 1 CUBIC YARD OF 3 /4” DRAIN ROCK TO 8”ABOVE WEEP HOLE IN BARREL.PLACE 6 MIL PLASTIC OVER TOP OF DRAIN ROCK PRIOR TO BACKFILL 2’MIN. oDETAILNO.BY APPR.REV.NO.DATE OVCG CITY OF CAMAS -WATER DETAIL4?os7/17 /06 SCD RES10711 C,OFIREHYDRANT>-W115/1 /07 SCD JC2 x/&/O'Z /-/4-3 I1/1 /11 JCSCD3 crNOTTOSCALE10/21 /14 SCD JC4 OVED BY DATE SQUARE 24”X 24”X 6 ” DEEP CONCRETE COLLAR AROUND VALVE BOX IN UNPAVED AREAS CONCRETE COLLAR PLAN VIEW 24”CONCRETE COLLAR 3”MIN. 6 ”MAX.L 1Wi *6 ”Tf r *4 tM tUSEVALVESTEM EXTENSION FOR ALL VALVES W /OPERATING NUT DEEPER THAN 4 FT.RICH NO.910 VALVE BOX &COVER (LID TO BE MARKED ’’WATER ”) 6 ”PVC ASTM 3034 PIPE 30” MIN . MEGA LUG JOINT RESTRAINT OR APPROVED EQUAL i 3iBS§o UJED 10”DIA .OR SMALLER PIPE: CLASS 250 RW GATE VALVE 12”DIA.OR LARGER PIPE: BUTTERFLY VALVE o DETAIL NO.|DATE BY APPR.REV.NO.CITY OF CAMAS -WATER DETAIL 7 /17/06 crSCD?ES10761 VALVE BOX AND RISER LuCOW125/1 /072 SCD JC DC 1 /1 /113 SCD JC 4 DERAIL "AP^OVED^BY ccNOTTOSCALE10/21 /144 SCD JC DATE oB: Q Id> <> $ FOR TEES:FOR HORIZONTAL BENDS: LrL X MAIN RUNS i\JOINT JOINT zz>RESTRAINED M.J.JOINT cmRESTRAINEDJOINT LbxozL<cm CDRESTRAINED JOINT MINIMUM REQUIRED PIPE LENGTHS FOR RESTRAINED JOINTS MINIMUM REQUIRED PIPE LENGTHS FOR RESTRAINED JOINTS PIPE DIAMETER FOR 6"TEES USE FORMULA Lb =50 -1.63 (Lr )10"6 ”8"12" 25’33’39’90 *45’WHERE: Lb =THE MINIMUM REQUIREDRESTRAINED PIPE (IN FEET)ON THE BRANCH LINE Lr =THE TOTAL LENGTH (IN FEET)BETWEEN THE FIRST JOINTS ON EITHER SIDE OF THE TEE ON THE MAIN RUN. z </>—LdUJQO'P,°CD LxJCDQ 19’10’45 *13 16 5 ’6 '8 ’9’22 1 /2 * 11 1 /2’3 4 43 NOTE:CHART USES WORKING PRESSURE OF 200 PSI NOTE: CONDITIONS TO BE FIELD VERIFIED BY ENGINEER . FOR PRESSURES OTHER THAN 200 PSI USE: IF (X )IS LESS THAN 5 FEET THEN PIPE MUST BE RESTRAINED TWO FULL LENGTHS. (L)x (PRESSURE)FOR 8"TEE USE FORMULA Lb =64 -1.65(Lr)200 FOR 12 "TEE USE FORMULA Lb=90 —1.67(Lr )NOTE: FIELD-LOCK GASKETS ARE APPROVED FOR RESTRAINED JOINT INSTALLATION.o£oBYAPPR.DETAIL NO.REV.NO.DATE CITY OF CAMAS -WATER DETAIL LD7/17 /06 RES1071SCD1 z>PIPE JOINT RESTRAINT cmW145/1 /07 SCD JC2 x DERAIL APPROVED BY 1 /1 /11 iJCSCD3cmNOTTOSCALEDATE NOTES: 1.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS,e.g.(45) INDICATES 15 SQUARE FEET BEARING AREA REQUIRED.W IF NOT SHOWN ON PLANS THE REQUIRED BEARING AREAS AT FITTINGS SHALL BE AS INDICATED IN TABLE,ADJUSTED IF NECESSARY,TO CONFORM TO THE TEST PRESSURE (S )AND ALLOWED SOIL BEARING STRESS(ES)STATED IN THE SPECIAL SPECIFICATIONS. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. ALL FITTINGS SHALL BE WRAPPED IN 6 MIL PLASTIC PRIOR TO THRUST BLOCK PLACEMENT MAKING SURE THE BOLTS AND NUTS ARE PROTECTED. THRUST BLOCKS SHALL BE GIVEN 72 HOURS TO SET UP PRIOR TO PRESSURIZING LINE OR AS DIRECTED BY CITY INSPECTOR. 90’BEND PLUGGED CROSS FITTING TEE.WYE, PLUG OR TEE 45*22 1 /2 * BEND 11 1 /2 * BEND 2.SIZE PLUGGED ON RUN BEND 3.CAP A 2A1 1.041.0 1.4 1.9 1.4 4.2.1 1.6 1.063.0 4.3 3.0 1.5 1.083.8 5.3 7.6 5.4 2.9 5.9 4.6 2.4 1.2108.4 11.8 8.4 8.5 6.6 3.4 1.71212.0 17.0 12.0 11.5 16.3 8.9 4.6 2.31416.3 23.0 6.01615.0 21.3 30.0 21.3 11.6 3.0 5. 19.0 27.0 14.6 7.6 3.81827.0 38.0 4.72023.5 33.3 47 ,0 33.3 18.1 9.4 13.62434.0 68.0 48.0 26.2 6.848.0 6 . 7. TEE PLUGGED CROSS 3D; l=ll=ll= BEND PLUGGED CROSS NOTES: 1.ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2,000 LBS.PER SQUARE FOOT. 2.TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES USE THE FOLLOWING EQUATION: BEARING AREA =(TEST PRESSURE /150)x (2000 /SOIL BEARING STRESS)x (TABLE VALUE ) 3.EACH AREA IS 1 /2 OF REQUIRED TOTAL AREA PLUG OR CAP PLUGGED TEE oB:oBYAPPR.REV.NO.DATE DETAIL NO.CITY OF CAMAS -WATER DETAIL tn7/M /06 SCD RES10711 z>THRUST BLOCKS crW155/1 /07 JC2SCD x DETAIL APPROVED BY 1 /1 /113 SCD JC crNOTTOSCALEDATE£ C.l.MANHOLE RING AND COVER OLYMPIC PATTERN #5822 WITH LID TYPE A OR AN APPROVED EQUAL,TO READ "W " NON-SHRINK CEMENT GROUT 24”BELL &SPIGOT OR TONGUE & GROOVE REINFORCED CONCRETE SEWER PIPE CONFORMING TO ASTM C 76,CLASS II,CUT TO REQUIRED LENGTH 6 ”MIN. 12”MAX.PAVEMENT SURFACE FINISH GRADE I31 3vv’~/<\ '•V;3”RELIEF TIE INTO STORM SYSTEM OR OTHER AS DETERMINED BY CITY.SEE ’ABOVE GROUND PRV RELIEF DRAIN’DETAIL W 21 2%MIN.2 ”GALVANIZED STEEL STREET ELL d 2”ANGLE VALVE WITH HAND WHEEL,TO BE LEAD-FREE BRONZE BODY,PLUG DISC,TO HAVE THREADED CONNECTIONS 2”AIR VACUUM RELEASE VALVE 1 ”LEAD-FREE BRONZE GATE VALVE,GALVANIZED NIPPLE, 2”x 1 ”REDUCER 2 ”GALVANIZED STEEL PIPE, FITTINGS,NIPPLES (TYP)\ CONCRETE PIER BLOCK1’i MIN. WATER COVER1.5 CUBIC YARD MIN.DRAIN ROCK OVER 12 MIL PLASTICMIN.8”-CUT CONCRETE PIPE AS REQUIRED NOTES: 1 .CORPORATION STOP,ANGLE VALVE,AND CONNECTING PIPE SHALL BE THE SAME DIAMETER AS THE AIR INLET. USE APPROVED JOINTING COMPOUND ON ALL THREADED CONNECTIONS. ROTATE AIR /VACUUM VALVE TO PROVIDE MAXIMUM CLEARENCE FOR ACCESS TO ANGLE VALVE. AIR /VACUUM VALVE TO BE EQUAL TO APCO HEAVY DUTY COMBINATION AIR RELEASE VALVE,MODEL #1450. ALL PIPE SHALL BE SCHEDULE40 GALV.STEEL PIPE CONFORMING TO ASTM A 120. DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER THIS STANDARD DETAIL. AIR /VAC ASSEMBLY MAY BE LOCATED ADJACENT TO MAIN LOCATION AT THE DISCRETION OF ENGINEER. t 2.2”MUELLER 300 BALL CORP. STOP WITH IRON PIPE INLET THREADS,AND IRON PIPE OUTLET THREADS. PIPE LINE,SIZE AND TYPE AS SPECIFIED ON PLANS 3. 4. 5. 6 . 7.STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE (I.P.T.), AND NEOPRENE GASKETS. 12 MIL PLASTIC o£c> APPR.DATE BYREV.NO.Of CW DETAIL NO.CITY OF CAMAS -WATER DETAIL 2”AIR /VACUUM RELEASE VALVE 4?>s5/1 /07 [7JC2SCDO,oiP<W169/17/07 JC3SCD >?<N71/1 /11 &byJCSCD4 czNOTTOSCALE10/21/14 JC DETAIL APPROVED BY5SCD DATE 5= C.l.MANHOLE RING AND COVER OLYMPIC PATTERN #5822 WITH LID TYPE A OR AN APPROVED EQUAL,TO READ ”W” PAVEMENT SURFACE 15"MIN. 18”MAX.1 FINISH GRADE25 RISER RINGS AS NECESSARY, NOT TO EXCEED MAXIMUM 2”GALVANIZED STEEL STREET ELBOW 4 A 4<f A A 2”RELIEF TIE INTO STORM SYSTEM OR OTHER AS DETERMINED BY CITY.SEE ’ABOVE GROUND PRV RELIEF DRAIN ’DETAIL W 21 2”AIR VACUUM RELEASE VALVE < 2%MIN.<2”GATE VALVE WITH HAND WHEEL,TO BE LEAD-FREE BRONZE BODY,PLUG DISC,I.P. THREADED CONNECTIONS "2 j 4 GALVANIZED STEEL NIPPLE (TYPICAL)4 2”GALVANIZED STEEL PIPE, FITTINGS,NIPPLES (TYP) 1 ”LEAD-FREE BRONZE GATE VALVE,GALVANIZED NIPPLE, 2”x1”REDUCER AACOREORSAWCUTMANHOLE SECTION TO ACCOMODATE PIPE 12”MIN.<J A CONCRETE PIER BLOCK >=22%MIN. /•1’MIN A 'AINSTALL’’HERMAN SWIVEL”JOINT USING 4 EACH 2”90 DEGREE STREET ELLS. 2”MUELLER 300 BALL CORP.STOP WITH IRON PIPE TAPER THREADED MALE INLET,AND IRON PIPE TAPER FEMALE OUTLET. DOUBLE STRAP SERVICE SADDLE IRON PIPE TAPER,AND NEOPRENE GASKETS. •yJTp7; v.-'r; \,,.?:• 5 CUBIC YARD MIN.I DRAIN ROCK OVER 12 -—~ MIL PLASTIC V •V ':•~Z. •N*2;•-V.»•;i.V-V..V-V-V.»->’%.••- 12 MIL PLASTIC SECTION VIEW A -A WATER NOTES: 1.MANHOLE SECTION SHALL BE LOCATED WITHIN ONE TRAVEL LANE WITH MANHOLE FRAME CENTERED IN THE TRAVEL LANE. 2.CORPORATION STOP,GATE VALVE,AND CONNECTING PIPE SHALL BE THE SAME DIAMETER AS THE AIR INLET. 3.USE APPROVED JOINTING COMPOUND ON ALL THREADED CONNECTIONS. 4.LOCATE AIR /VACUUM VALVE TO PROVIDE MAXIMUM CLEARANCE FOR ACCESS TO GATE VALVE. 5.AIR /VACUUM VALVE TO BE EQUAL TO APCO HEAVY DUTY COMBINATION AIR RELEASE VALVE,MODEL #1450. 6.ALL PIPE SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE CONFORMING TO ASTM A 120. 7.DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER THIS STANDARD DETAIL. 8.AIR /VAC ASSEMBLY MAY BE LOCATED ADJACENT TO MAIN LOCATION AT THE DISCRETION OF ENGINEER. 9.MANHOLES SHALL CONFORM TO ASTM C-478. 10.NON-SHRINK GROUT SHALL BE USED BETWEEN FRAME,RISER RINGS,AND MANHOLE. 11.3”TALL FRAME IS STANDARD,7”TALL FRAME (NOT SHOWN)IS OPTIONAL. 12.ANY COMBINATION OF RISER RING THICKNESS,GROUT,AND FRAME SHALL BE USED TO ACHEIVE THE 12” MAXIMUM DEPTH FROM FINISH GRADE TO TOP OF CONE OR FLAT TOP. WATER COVER o5=o BY APPR.REV.NO.DATE DETAIL NO.CITY OF CAMAS -WATER DETAIL >11 /1 /09 SCD JC1 O2”AIR /VACUUM RELEASE VALVE IN 48 ”MANHOLE /o -21- DATE <W1710/21 /14 JCSCD2 >CNI QLDETAlAPPRdVEf)BY NOT TO SCALE F£ o$o>CLCLCNJ I CL 4’PRECAST FLAT TOP W/3 ”HIGH SUBURBAN FRAME &COVER,SEE MANHOLE COVER &RISER DETAIL PROVIDE GRADE RINGS AS REQUIRED,SEE MANHOLE COVER &RISER DETAIL FINISH GRADE 48”PRECAST FLAT-TOP MANHOLE SECTION A< <<I 48’DIA.PRECAST MANHOLE BASE SECTION< 6 "CLEARANCE MIN.A APCO MODEL 1504 AIR & VACUUM RELIEF VALVES<7 4 ”FLG RW GATE VALVE A 4 ”X 4 ”FL TEE W/BLIND FLANGE a FIELD CORE HOLE AND PLACE NON - SHRINK GROUT THREADED NIPPLE W /GATE VALVE CONCRETE PIER BLOCK OR SCREW JACK 4 36”X 4 ”FL REDUCER, 8 ”X 4 ”FL.TEE,OR 6 ”X 4 ”FL TEE AS SHOWN ON PLANS 4 ^A 4<7 <7A <A A<J CONNECT 4 ”PVC DRAIN PIPE TO STORM SYSTEM,OR OTHER APPROVED LOCATION 12 ”MINIMUM 1 -X ”MINUS COMPACTED TO 95%T-180 NOTES: MANHOLE SHALL CONFORM TO ASTM C-478. MASTIC SEAL REQUIRED ON ALL KEYLOCK JOINTS. VAULT SHALL BE SET FOR 1 %SLOPE TO DRAIN. ALL BACKFILL SHALL BE APPROVED GRANULAR MATERIAL. SUMP PUMP MAY BE REQUIRED ON INSTALLATIONS WHERE DRAIN PIPE CANNOT BE CONNECTED TO ADEQUATE STORM DRAIN SYSTEM.THE APPROVED SUMP PUMP SHALL BE A COMMERCIAL GRADE WATER POWERED VENTURI DESIGN WITH BACKFLOW PREVENTION,SIZED TO PROVIDE 10GPM AT 10 FEET OF HEAD AT THE AVAILABLE SYSTEM WATER PRESSURE.BACKFLOW DEVICE SHALL BE CERTIFIED BY WASHINGTON STATE CERTIFIED BACKFLOW TESTER AFTER INSTALLATION AND PRIOR TO ACCEPTANCE.TEST RESULTS SHALL BE SENT TO CITY OF CAMAS WATER DEPARTMENT. 1 . 2. 3. 4. 5. oDETAILNO.^REV.NO.DATE BY APPR.CITY OF CAMAS -WATER DETAIL o 5 /1 /071 SCD JC 4 ”VACUUM RELIEF VALVE czW191/1 /112 SCD JC < czNOTTOSCALEDETAILAPPROVEDBYDATE 17’1"(±1 /2 ”) 11 ’(±1 /2 ”) 10’ 17<N K haA4 OUTLETINLET 8"8” 1 TIE ROD LUGS (TYP .OF 4)OJTHRUST-SEAL PLATE C /W ANCHORING BOLTS CN REINFORCED CONCRETE THRUST BLOCKS (BY CONTRACTOR)+l CD 5’x 12 ”x 12 ”DEEP SUMP C /W SUMP GRATINGSEENOTE PLAN VIEW 50"x 82 ”OPENING FOR 56 ”x 72 ”ALUMINUM HATCHm V ////////// NOTES: 1.PRV STATION SHALL BE A PRE-ASSEMBLED, PRE -TESTED,PACKAGED UNIT BY GC SYSTEMS,INC., OR APPROVED EQUAL. 2.VAULT #10565 (H 20 LOADING)INSIDE DIMENSIONS 10,LX 5’WX 6’6 ”H. Zo <>LL) LLJY////////////////Jl////////V /y ////A ///// Q STANDARD FABRICATION &FINISHING SPECIFICATION: ALL 2 ”AND SMALLER PIPE TO BE THREADED BRASS. ALL 5"AND LARGER PIPE,INSIDE WETTED SURFACES TO BE SANDBLASTED,EPOXY LINED AND COATED TO AWWA C —210 AND NSF-61 SPECIFICATION.FINISH COATING WILL BE BLUE ENAMEL. /A zUJ /VVJ////\//X /// uu \ PLAN FABRICATED STEEL PIPE &FITTINGS TO BE SCHEDULE NO.40 STEEL PIPE FOR SIZES TO 10"AND 3/a"WALL FOR 12"AND LARGER .ELEVATION 56 ”x 72 ”ALUMINUM HATCH (5O ”0 MANHOLE SHALL BE USED AS APPROVED BY CITY OF CAMAS) o$o LU BY APPR.DETAIL NO.DATE3EV.NO.CITY OF CAMAS -WATER DETAIL 6 ”X 2 ”PRV STATION W /3 ”RELIEF LUCL5/1 /07 SCD JC1 ro>W 20 A1/1 /11 SCD JC2 c zCLf?/HvZzZL DETAIL APPROVED BY CLNOTTOSCALEDATE£ 30”0 MANHOLE COVER Sc FRAME-H 20 LOADING (OPTION)9A,//**X////////A T\7ZZZZZZZZZ *.A A 11114)ATTACH LADDER AT TOP AND BOTTOM OF VAULT, ETENSIONS REQUIRED CM £+W 3”RELIEF TIE INTO STORM SYSTEM OR OTHER AS DETERMINED BY CITY.SEE ’ABOVE GROUND PRV RELIEF DRAIN’DETAIL si41(SY-STEM GLASSCM INDICATORCD "W '’1r~ 4 flfff OUTLETINLET 3 ---!= 8”o—o-8”I BJCML__J10)-H BYPASS LINE NOT SHOWN FOR CLARITY J-L VENTURI SUMP PUMP ON ALL STATIONS CM «* 2’±1 /2”12”MIN.1 1 /4”—0 COMP;TO 95%T-180 ELEVATION MATERIALS ITEM QTY.DESCRIPTION ALUMINUM LADDER WITH LADDER -UP ASSEMBLY121ITEMQTY.DESCRIPTION 3 ”MUELLER A 2360-6W 41 NRS GATE VALVE C /W6”CLA-VAL 90-01 YBCS PRESSURE REDUCING VALVE 13 111 HANDWHEEL—#1 25 FLGD.C /W X 101 POSITION INDICATOR ,D 1 BT-#150 FLG (15-75PSI) 3 ”CL^-VAL 50A-01 B PRESSURE RELIEF VALVE2”CLA-VAL 90-01 YBCS PRESSURE REDUCING VALVE 14 121 C /W DIBT-150 #FLG (20-200 PSI)C /W X 101 POSITION INDICATOR,DIBT —THREADED (15-75 PSI) 3 /4”HOSE BIB ASSEMBLY6”MUELLER A 2360-6W 41 NRS GATE VALVE C /W HANDWHEEL -#125 FLGD 15 123 2 ”VICTAULIC #07 COUPLING2”MUELLER A2360-8 RW NRS GATE VALVE C /W HANDWHEEL-THREADED 16 124 8 ”SMITH BLAIR ST X Dl TRANSITION COUPLING26”VICTAULIC #07 COUPLING 17 15 2 6”PIPE SEAL ASSEMBLY VENTURI SUMP PUMP1816 3 ”PIPE SEAL ASSEMBLY4”WIKA (0-200PSI)PRESSURE GAUGE C /W GAUGE COCK 19 127 1 ”APCO 143C.1 COMB.A.R.V.C /W ISOLATION VALVE#10565 PRECAST CONCRETE VAULT C /W WHITE INTERIOR,BLACK EXTERIOR 20 181 6 ”MUELLER 758 Y —STRAINER -#125 FLGD36”x 72 ”ALUMINUM HATCH W /SPRING ASSIST 21 119 o2”MUELLER 351 M Y —STRAINER -THD2215ADJUSTABLEPIPESUPPORTS10 o 6 ”VICTAULIC #741 FLANGE ADAPTOR3”VICTAULIC #741 FLANGE ADAPTER ADAPTOR 23 1 LL_11 1 LU APPR.BY DETAIL NO.DATEREV.NO.CITY OF CAMAS -WATER DETAIL Ldcr5/1 /07 SCD JC1 6 ”X 2”PRV STATION ^ W /3”RELIEF 2Y'/<f >W 20B1/1 /11 SCD JC2 QL Q-10/21 /14 JCSCD3 'O DL4NOTTOSCALEDETAILAPPROVEDBYDATE o Q 2OHO LxJ Zj LJOH OH $ «3 4 2 ’X 2 ’X 6"DEEP CONCRETE COLLAR AROUND HOUSING <7 .5 <r4TOPVIEW < A 4 4 *4 WATER SAMPLING STATION HOUSING 2 <J 4 h 443 443 4* 4 «J <34 4 SET HOUSING PLUMB3’3 CONCRETE COLLAR DETAILSIDEVIEWFRONTVIEWN.T.S. ALUMINUM LID PILL HOUSING WITH PEA GRAVEL,OR SAND NEW CHRISTY POLYMER FL 12 BOX AND FL 12D LID. SERVICE DEPTH MAY REQUIRE STACKED BOXES. PROVIDE 2’X 2 ’X 6”DEEP CONCRETE COLLAR AROUND HOUSING WHEN LOCATED IN UNPAVED AREAS FINISHED GRADE I I i i im l I 1——T TT TQfj-rr—111 TT I I l A 4<4 4<A i i ,M Iiii —i l |-WASTE VALVEA 24" MIN .MIN.6 ”R 3 /4"TYPE K COPPER TO WATER MAINKORALEENWATERQUALITYSAMPLINGSTATION: ALUMINUM LID -6 "DIA.I.D. ALUMINUM HOUSING -6 ”DIA .O.D. FLUSH MOUNTED LOCK y2"X 3/a”BALL VALVE 1.0.01 SLOPE NEW 1 "INLINE BALL STOP,MUELLER 110 x 110 OR FORD EQUAL2.DRAIN ROCK ;o3. 4.MATERIALS PROVIDED BY CITY PROVIDED BY CONTRACTOR, INCLUDING METER BOX o£oDETAILNO.APPR.REV.NO.DATE BY CITY OF CAMAS -WATER DETAIL Q_ 5 /1 /07 2SCDJC1WATERSAMPLINGSTATION C/L./?/-4—// W 22 o1/1 /112 SCD JC $ IcrNOTTOSCALEDETAILAPPROVEDBYDATE£ CONCRETE UTILITY VAULT I—12”MIN. FLOW NON-SHRINK CEMENT GROUT (TYP .) i iA A SYSTEM,OR OTHER APPROVED LOCATION UNDER ACCESS DOORPLANVIEW DOUBLE CHECK DETECTOR VALVE ASSY.NOTES: 1.APPROVED DOUBLE CHECK DETECTOR VALVE ASSEMBLY TO LAY HORIZONTAL WITH THE GROUND,SHALL BE INSTALLED ON FIRE PROTECTION SYSTEMS WHEN CONNECTED TO POTABLE WATER SUPPLY.THE ASSEMBLY SHALL BE A COMPLETE ASSEMBLY INCUDING UL LISTED RESILIENT SEATED OSY SHUTOFF VALVES AND TEST COCKS.THE UNIT SHALL BE UL /FM APPROVED WITH UL/FM APPROVED OSY SHUTOFF VALVES.THE AUXILIARY LINE SHALL CONSIST OF AN APPROVED BACKFLOW PREVENTER AND WATER METER.THE ASSEMBLY SHALL MEET THE BASIC REQUIREMENTS OF ASSE 1048;AWWA STD.C 510 FOR DOUBLE CHECK VALVES,AND BE APPROVED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH AT THE UNIVERSITY OF SOUTHERN CALIFORNIA.THE DOUBLE CHECK DETECTOR VALVE ASSEMBLY SHALL BE A ZURN WILKINS MODEL 950DA OR APPROVED EQUAL 2.SYSTEM SHALL BE DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 5.THE WATER LINE SHALL BE DISINFECTED,FLUSHED,AND PRESSURE TESTED PRIOR TO INSTALLING THE BACKFLOW ASSEMBLY.THE BACKFLOW ASSEMBLY SHALL BE PROTECTED FROM FREEZING AND FLOODING. 4.ALL PIPE,VALVE,AND FITTING JOINTS FROM THE SUPPLY MAIN SHALL BE FLANGED AND RESTRAINED.MINIMUM COVER 30”.GROUT PIPE ENTRANCE AND EXIT IN VAULT WITH WATER TIGHT GROUT. 5.THE BACKFLOW ASSEMBLY SHALL BE TESTED AFTER INSTALLATION AND PRIOR TO ACCEPTANCE AND ALSO YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED BACKFLOW TESTER.TEST RESULTS SHALL BE SENT TO THE CITY OF CAMAS WATER DEPARTMENT. 6.ALL BACKFILL SHALL BE APPROVED GRANULAR MATERIAL o BY APPR.REV.NO.DATE DETAIL NO.oCITYOFCAMAS-WATER DETAIL <5/1 /07 SCD JC1 >STANDARD DOUBLE CHECK DETECTOR VALVE ASSY.oW23A1/1/11 SCD JC2 Oo10/21 /14 SCD JC3 crNOTTOSCALEh-DgfAlL APPROVED-BY DATE £ CHAMBER LADDER36”x 72”HATCHFINISHED GRADE A A <a4<7 /A<A <) A <7 A \sMAINSIZEFLGDRESILIENT SEAT O.S.Y.GATE VALVE (2 REQ’D)< <a FLANGED SPOOL (TYP) <7X < A FROM SUPPLY TO FIRE HYD. MAIN i—12”MIN. V 'xF < A 4 <7 4/1 A<7 <74 4<3 <A AA<< STEEL SCREW JACKS (NOTE 8)CONNECT 4”PVC DRAIN PIPE TO STORM SYSTEM, OR OTHER APPROVED LOCATION UTILITY VAULT SIZING -OLDCASTLE OR APPROVED EQUAL PIPE DCDVA FDC TEE INSIDE VAULT FDC TEE OUTSIDE VAULTSECTIONA-A DEPTH UP TO SIZE 6’4”676 —WA 577 —WA VAULT CONSTRUCTION NOTES: 1.VAULT SHALL BE PRE-APPROVED PRIOR TO INSTALLATION. 2.VAULT SHALL BE INSTALLED AT PROPERTY LINE OR EASEMENT LINE AND ON OWNERS PROPERTY. 3.VAULTS SHALL HAVE A MINIMUM OF 3’CLEARANCE FROM ALL STRUCTURES. 4.APPROVED VAULT SHALL BE RATED FOR H20 LOADING AND INCLUDE AN EXTENSION LADDER 5.VAULT SHALL BE SET FOR 1 %SLOPE TO DRAIN . 6.ALL BACKFILL SHALL BE APPROVED GRANULAR MATERIAL 7.HATCH SHALL BE AN H 20 RATED,36 ”x 72”SPRING ASSISTED,HOT DIPPED GALVANIZED DIAMOND PLATE DOUBLE DOOR.FOR TRAFFIC INSTALLATIONS A 30”MANHOLE LIDSHALLBEUSEDINSTEADOFAHATCH. 8.SUMP PUMP MAY BE REQUIRED ON INSTALLATIONS WHERE DRAIN PIPE CANNOT BE CONNECTED TO ADEQUATE STORM DRAIN SYSTEM.THE APPROVED SUMP PUMP SHALL BE A COMMERCIAL GRADE WATER POWERED VENTURI DESIGN WITH BACKFLOW PREVENTION,SIZED TO PROVIDE 10GPM AT 10 FEET OF HEAD AT THE AVAILABLE SYSTEM WATER PRESSURE.BACKFLOW DEVICE SHALL BE CERTIFIED BY WASHINGTON STATE CERTIFIED BACKFLOW TESTER AFTER INSTALLATION AND PRIOR TO ACCEPTANCE.TEST RESULTS SHALL BE SENT TO CITY OF CAMAS WATER DEPARTMENT. 9.FOUR (4)STEEL SCREW JACKS REQUIRED FOR SUPPORT OF DOUBLE CHECK VALVE ASSEMBLY AND BYPASS ASSEMBLY. 10.FIRE DEPARTMENT CONNECTION (FDC)MAY BE LOCATED THROUGH THE VAULT LID (NOT SHOWN ),OR MAY BE LOCATED OUTSIDE OF THE VAULT DEPENDING UPON SITE. 4’6 ”687—WA 675—WA 6’6 ”676 —WA 6’8”5106 —WA 687—WA 6’10”5106 —WA 5106 —WA O£BY APPR.DATEREV.NO.DETAIL NO.oCITYOFCAMAS-WATER DETAIL <5/1 /07 SCD JC1 >STANDARD DOUBLE CHECK DETECTOR VALVE ASSY.OW23B1/1 /11 SCD JC2 oo10/21 /14 SCD JC3 crNOTTOSCALEDETAILAPPROVEDBYDATE WASHINGTON Streetscape Design Standards Section Index Public Works Facilities Landscape Standards Plant Materials for Rights-of-Way Streetscape Standards o Gatewaysidewalk Details o Fence Details o Irrigation Details City of Camas 616 NE Fourth Avenue P .O.Box 1055 Camas ,WA 98607 Phone :(360)834-6864 Fax :(360)834-1535 Creation Date:10/28/02 Revision Date:10/21/14 (Partial) WASHINGTON Public Works Facilities Landscape Standards City of Camas 616 NE Fourth Avenue P .O .Box 1055 Camas ,WA 98607 www .citvofcamas.us Phone:(360)834-6864 Fax:(360)834-1535 Creation Date:10/28 /02 Revision Date :10/21/14 (Partial) City of Camas Landscape Standards Details ~INDEX Detail No.Detail Name Rev.Rev.Date PL1 Landscaping Requirements -Within R .O.W . Planting Notes -Within R .O.W. Bare Root Planting 1 10/21/14 10/21/14 10/21/14 PL2 1 PL3 1 PL4 Deciduous Balled/Burlap Tree Planting Shrub Container Planting Tree Protection Fence Detail 1 10/21/14 10/21/14 10/21/14 PL 5 1 PL6 1 PL7 Groundcover Planting Detail Root Barrier Detail Root Barrier General Notes 1 10/21/14 10/21/14 10/21/14 PL8 1 PL 9 1 PL10 Root Barrier Installation 1 10/21/14 LANDSCAPING NOTES: 1 .DEVELOPER SHALL SUBMIT A LANDSCAPE PLAN SHOWING PLANT TYPE,LOCATION,AND QUANTITY OF PLANTS,THAT IS DESIGNED BY A QUALIFIED LANDSCAPE DESIGNER. 2.SHOW THE LOCATION OF SIDEWALK,LIGHT POLES,MAIL BOXES,DRIVEWAYS,FIRE HYDRANTS,INTERSECTIONS,AND ANY OTHER APPURTENANCE THAT MAY INFLUENCE THE PLACEMENT OF PLANTS. 3.LANDSCAPING SHALL BE SELECTED AND LOCATED TO DETER SOUND,FILTER AIR CONTAMINANTS,CURTAIL EROSION, MINIMIZE STORM WATER RUN-OFF,CONTRIBUTE TO LIVING PRIVACY,REDUCE THE VISUAL IMPACTS OF BUILDINGS /EQUIPMENT AND PAVED AREAS,SCREEN,REDUCE GLARE,AND EMPHASIZE OR SEPARATE OUTDOOR SPACES OF DIFFERENT USES OR CHARACTER. 4.LANDSCAPING SHALL BE DESIGNED TO BE HARMONIOUS WITH THE LOCAL SETTING AND WITH NEIGHBORING DEVELOPMENTS. 5.PLANTS AND TREES SHALL COMPLEMENT OR SUPPLEMENT SURROUNDING NATURAL VEGETATION. 6 .PLANTS AND TREES CHOSEN SHALL BE IN SCALE WITH THE STRUCTURES AND EQUIPMENT DEVELOPMENT,KEEPING IN MIND THE MATURE SIZE OF PLANTINGS. 7.MINIMUM LANDSCAPING AS A PERCENT OF GROSS SITE AREA SHALL BE 15%. 8.DEVELOPER SHALL PROVIDE AN IRRIGATION PLAN. 8.1.APPROPRIATE IRRIGATION SYSTEMS SHALL BE INSTALLED WHERE NEEDED TO ASSURE LANDSCAPING SUCCESS. 8.2.DESIGN OF LANDSCAPING THAT INCLUDES ZERISCAPE PRINCIPLES IS ENCOURAGED TO REDUCE LONG-TERM MAINTENANCE DEMANDS AND TO CONSERVE WATER. 8.3.XERISCAPE IS DEFINED AS LANDSCAPE DESIGN,WHICH WOULD INCORPORATE PLANT MATERIALS THAT REQUIRE LITTLE OR NO IRRIGATION AND RELY ON NATURAL MOISTURE AND RAINFALL FOR SURVIVAL ONCE ESTABLISHED. 9.LANDSCAPE SHALL BE DESIGNED WITH MAINTENANCE IN MIND: 9.1.DEVELOPER SHALL PROVIDE A MAINTENANCE PLAN DESCRIBING FUNDING,RESPONSIBILITY,AND FREQUENCY OF MAINTENANCE. 9.2.PLANTS AND TREES THAT MINIMIZE UPKEEP AND MAINTENANCE SHALL BE SELECTED. TREES,AS THEY GROW,SHALL BE PRUNED TO THEIR NATURAL FORM TO PROVIDE AT LEAST 10 FEET OF CLEARANCE ABOVE SIDEWALKS AND 12 FEET ABOVE STREET ROADWAY SURFACES.9.3. SHRUBS SHALL BE MAINTAINED TO A MAXIMUM HEIGHT OF 42 INCHES FROM TOP OF CURB TO TOP OF PLANT. ENSURE THAT SHRUBS ARE TRIMMED BACK FROM FACE OF CURB. 10.TREES SHALL NOT BE PLANTED CLOSER THAN 25 FEET FROM THE CURB LINE OF THE INTERSECTIONS OF STREETS OR ALLEYS,AND NOT CLOSER THAN 10 FEET FROM DRIVEWAYS,FIRE HYDRANTS,OR UTILITY POLES. 11.STREET TREES SHALL NOT BE PLANTED CLOSER THAN 20 FEET TO LIGHT STANDARDS.EXCEPT FOR PUBLIC SAFETY,NO NEW LIGHT STANDARD SHOULD BE POSITIONED CLOSER THAN 10 FEET TO ANY EXISTING STREET TREE,AND PREFERABLY SUCH LOCATIONS WILL BE AT LEAST 20 FEED DISTANCE. 9.4. 12.TREES SHALL NOT BE PLANTED CLOSER THAN 2-1 /2 FEET FROM THE FACE OF THE CURB EXCEPT AT INTERSECTIONS, WHERE IT SHOULD BE 25 FEET FROM THE CURB IN A CURB RETURN AREA . 13.WHERE THERE ARE OVERHEAD UTILITY LINES,TREE SPECIES THAT WILL NOT INTERFERE WITH THOSE LINES SHALL BE CHOSEN.DEVELOPER IS TO VERIFY WITH UTILITY ON SPECIES SELECTION. 14.TREES SHALL NOT BE PLANTED WITHIN 2 FEET OF ANY PERMANENT HARD SURFACE PAVING OR WALKWAY. 15.EXISTING TREES MAY BE USED AS STREET TREES IF THERE WILL BE NO DAMAGE FROM THE DEVELOPMENT WHICH WILL KILL OR WEAKEN THE TREE. 16.VISION CLEARANCE HAZARDS SHALL BE AVOIDED AND VISION CLEARANCE STANDARDS SHALL BE ADHERED TO. 17.PARKING AND LOADING AREAS SHALL BE SCREENED FROM HORIZONTAL VIEW WITH THE USE OF DENSE LANDSCAPING, MOUNDS OR BERMS. 18.PERIMETER AND SECURITY FENCING SHALL BE CONSTRUCTED TO MINIMIZE VISUAL IMPACT.WALLS OR FENCES SEPARATING ADJOINING PARCELS MAY BE LOCATED AT THE PROPERTY LINE.SECURITY FENCING SHALL BLEND INTO AND BE COMPATIBLE WITH LANDSCAPING AND SURROUNDING ENVIRONMENT.FENCING SHALL HAVE EARTH TONE COLORS OF BROWN,TAN GRAY,OR GREEN,WALLS SHALL BE CONSTRUCTED OF MATERIALS COMPATIBLE WITH THE BUILDING ACRHITECTURE,LANDSCAPING,AND SURROUNDING ENVIRONMENT. 19 .SITE AND BUILDING LIGHTING SHALL BE DESIGNED TO MINIMIZE GLARE OR OBJECTIONABLE EFFECTS TO THE ADJACENT PROPERTIES.SITE LIGHTING POLES SHALL NOT EXCEED 20 FEET IN HEIGHT AND SHALL DIRECT THE LIGHT DOWNWARD. LIGHTING SOURCES VIEWED FROM ABOVE OR BELOW ON ADJACENT PROPERTY SHALL BE SHIELDED.BUILDING LIGHTING IS TO BE CONCEALED AND INDIRECT.SITE LIGHTING IS TO BE DESIGNED TO PROVIDE UNIFORM DISTRIBUTION AND THE LIGHT LEVELS SHALL BE ADEQUATE FOR REASONABLE SECURITY AND SAFETY ON THE PREMISES. 20.EARTH BERMS MAY BE USED TO PROVIDE VARIATION IN THE GROUND PLANE AND FOR SCREENING INTERIOR PROTIONS OF THE SITE.CARE MUST BE TAKEN IN THEIR DESIGN TO AVOID CREATING AN ARTIFICIAL APPEARING LANDSCAPE.THE BERMED AREAS SHALL BE AS LONG,AS GRADUAL,AND AS GRACEFUL AS SPACE WILL ALLOW,AND SHOULD HAVE A MINIMUM HEIGHT ABOVE SURROUNDING GRADE OF THREE FEET.MAXIMUM SLOPES FOR BERMED AREAS SHALL BE 3:1 FOR TURF AREAS AND 2:1 FOR GROUNDCOVER AREAS. O$oBYAPPR.DETAIL NO.REV.NO.DATE OCITYOFCAMAS-STREET DETAIL z10/21 /14 JC1SCD FLANDSCAPINGREQUIREMENTS-WITHIN R .O .W.zPL1< CLo/rDETAILAPPROVED 4 NOT TO SCALEDATEY in PLANTING NOTES: 1.ALL PLANTING TO BE OF NURSERY STOCK GRADE NO.1 OR BETTER AND MUST BE APPROVED PRIOR TO PLANTING. 2.ALL PLANTING HOLES SHALL BE EXCAVATED THREE TIMES THE DIAMETER OF THE TREE ROOT BALL OR ROOT SYSTEM. 3.DECIDUOUS TREES SHALL HAVE STRAIGHT TRUNKS,BE FULL BRANCHED,HAVE A MINIMUM CALIPER OF 2 INCHES AND BE ADEQUATELY STAKED FOR PLANTING.CALIPER OF TREES SHALL BE LARGER WHEN REQUIRED BY OTHER CITY STANDARDS OR PLANS. 4.EVERGREEN TREES SHALL BE A MINIMUM OF THREE FEET IN HEIGHT,FULLY BRANCHED AND ADEQUATELY STAKED FOR PLANTING. 5.DECIDUOUS TREES SHALL BE A MINIMUM 2”CALIPER UNLESS APPROVED BY THE CITY. 5.POTTED OR B &B PLANTS SHALL BE A MINIMUM SIZE OF 3 GALLONS UNLESS APPROVED BY THE CITY.. 6.SHRUBS SHALL BE PLANTED ACCORDING TO RECOGNIZED LANDSCAPE STANDARD PRACTICE FOR MAINTENANCE, APPEARANCE,HEALTH OF THE PLANTS,AND OVERALL AESTHETICS. 7.PLANT UPRIGHT AND FACE TO GIVE BEST APPEARANCE OR RELATIONSHIP TO OTHER PLANTS AND STRUCTURES. 7.1.LOOSEN AND REMOVE TWINE BINDING AND BURLAP FROM AROUND THE TOP OF EACH ROOT BALL. 7.2.SET TREES AN INCH ABOVE FINISH GRADE. 7.3.STAKE OR GUY TREES IMMEDIATELY AFTER PLANTING (SEE DETAIL PL3,PL4,&PL5) 7.4.REMOVE STAKES OR GUY WIRES ONE YEAR AFTER INSTALLATION. 8.PLACE AND COMPACT BACKFILL SOIL MIXTURE CAREFULLY TO AVOID INJURY TO ROOTS,AND TO FILL ALL VOIDS. BACKFILL MIX SHALL CONSIST OF 1 /4 APPROVED HUMUS MATERIAL TO 3 /4 TOPSOIL,PLUS SOIL AMENDMENTS/FERTILIZERS AS PER SOIL ANALYSIS (TO BE PERFORMED PRIOR TO PLANTING TREES). 9.WHEN HOLE IS NEARLY FILLED,COMPLETELY SOAK AND ALLOW WATER TO DRAIN AWAY.FILL HOLE TO FINISH GRADE. PROVIDE 2 INCH HIGH BERM WATER RING AT THE BASE OF EACH TREE.REMOVE BERM AT THE END OF CONTRACT MAINTENANCE PERIOD. 10.GROUND COVER,SHALL BE PLANTED ACCORDING TO RECOGNIZED LANDSCAPE STANDARD PRACTICE FOR MAINTENANCE, APPEARANCE,OVERALL AESTHETICS,AND HEALTH OF THE PLANTS. 11.TREES,AS THEY GROW,SHALL BE PRUNED TO THEIR NATURAL FORM TO PROVIDE AT LEAST 10 FEET OF CLEARANCE ABOVE SIDEWALKS AND 12 FEET ABOVE STREET ROADWAY SURFACES. 12.TREE MAINTENANCE -IN ORDER TO INSURE ESTABLISHMENT,SURVIVAL AND GROWTH,TREES SHALL BE MULCHED WITH 4”DEEP COMPOST AND WATERED AS NECESSARY DURING THE FIRST TWO GROWING SEASONS.PRUNING TO BE AS FOLLOWS: 12.1.YEAR 1 -ONLY DEAD,BROKEN,OR CROSSING BRANCHES SHALL BE PRUNED. 12.2.YEAR 2 -A CLASS 1 PRUNE,PURSUANT TO NATIONAL ARBORIST ASSOCIATION STANDARDS,SHALL BE PERFORMED. THE PURPOSE OF THIS PRUNING IS TO ESTABLISH PROPER SCAFFOLD BRANCHING,RAISE THE CROWN FOR ROAD /SIDEWALK CLEARANCE,AND REMOVE ANY DEAD,DYING OR CROSSING BRANCHES. 12.3.YEAR 3 -A CLASS 1 PRUNE,PURSUANT TO NATIONAL ARBORIST ASSOCIATION STANDARDS,SHALL BE PERFORMED. THE PURPOSE OF THIS PRUNING IS TO CONTINUE TO ESTABLISH THE PROPER SCAFFOLD BRANCHING,CONTINUE TO RAISE THE CROSSING FOR ROAD /SIDEWALK CLEARANCE,AND TO REMOVE ANY DEAD,DYING,OR CROSSING BRANCHES. 13.DEFNITIONS: BALLED AND BURLAPPED (B &B)-TREES AND SHRUBS WITH A LARGE BALL OF SOIL AROUND THE ROOTS WRAPPED IN BURLAP. BARE-ROOT -OFFERED BY NURSERIES IN WINTER AND EARLY SPRING WITH ALL THE SOIL REMOVED FROM THEIR ROOTS. CALIPER GROUND COVER -LIVING MATERIAL THAT DOES NOT INCLUDE BARK CHIPS OR OTHER MULCH. 13.1. 13.2. 13.3. 13.4. THE DIAMETER OF THE TRUNK MEASURED AT 4-FEET FROM THE GROUND. o$oDATEBYAPPR.DETAIL NO.6REV.NO.gjLQ CITY OF CAMAS -STREET DETAIL7/&z10/21 /14 v7,1 SCD JC Q PLANTING NOTES -WITHIN RIGHT OF WAY ZPL2< 0.CLO.ccc•\NOT TO SCALENQDETAILAPPROVEDBYDATE (/) 5'-0" ~FINISH GRADE 1 3'-0" NOTES : INSTALL LOOSELY AROUND LOWER 1/3 OF TREE 2 LOOPS OF HEAVY JUTE TWINE . ALLOW FOR SOME MOVEMENT OF TREE 2 EA. 2"x2"x96" STAKES, WIRE ~ OR PLASTIC TIE DOWN 4 INCHES FROM TOP OF STAKES SET CROWN ABOVE FINAL GRADE 3" OF MULCH 3 TIMES THE SIZE OF BARE ------.I ROOT SPREAD 2" HIGH EARTH WATER RING AROUND THE BASE OF TREE PREPARED PLANTING MIX (SEE CAMAS TREE INSTALLATION STANDARDS) FORM A CONE OF SOIL AND PLACE THE ROOT BALL ON TOP OF THE CONE 1. A ROOT BARRIER SHOULD BE INSTALLED AT THE EDGE OF PAVEMENT OR 4 FEET WIDE AND 6 FEET LONG RECTANGLE AROUND THE TREE . SEE DETAILS PL7, PL8 & PL9 2. BACKFILL MIX SHALL CONSIST OF THE FOLLOWING : 0 .75 PART TOPSOIL, 0.25 PART APPROVED HUMUS MATERIAL, SOIL AMENDMENTS/FERTILIZERS AS PER SOIL ANALYSIS (TO BE PERFORMED BEFORE PLANTING TREES). REV. NO . DA TE BY 10/21/14 SCD APPR . JC CITY OF CAMAS ~ STREET DETAIL BARE ROOT PLAN~NG NOT TO SCALE 5'-0" l 1 3'-0" NOTES: 3 TIMES THE SIZE OF ROOT BALL INSTALL LOOSELY AROUND LOWER 1/3 OF TREE 2 LOOPS OF HEAVY JUTE TWINE. ALLOW FOR SOME MOVEMENT OF TREE 2 EA . 2"x2"x96" STAKES, WIRE OR PLASTIC TIE DOWN 4 INCHES FROM TOP OF STAKES SET CROWN ABOVE FINAL GRADE 2" OF MULCH 2" HIGH EARTH WATER RING AROUND THE BASE OF TREE REMOVE TOP 1/3 OF BURLAP FROM TOP OF ROOT BALL PREPARED PLANTING BACKFILL SOIL MIX (SEE NOTES) FIRMLY TAMP SOIL AROUND ROOT BALL SO ROOT BALL DOES NOT SHIFT FORM A CONE OF SOIL AND PLACE THE ROOT BALL ON TOP 1. A ROOT BARRIER SHOULD BE INSTALLED AT THE EDGE OF PAVEMENT OR 4 FEET WIDE AND 6 FEET WIDE RECTANGLE AROUND THE TREE . SEE DETAILS PL7, PL8 & PL9 2. BACKFILL MIX SHALL CONSIST OF THE FOLLOWING: 0 .75 PART TOPSOIL, 0 .25 PART APPROVED HUMUS MATERIAL, SOIL AMENDMENTS /FERTILIZERS AS PER SOIL ANALYSIS (TO BE PERFORMED BEFORE PLANTING TREES). REV. NO . DA TE BY APPR . CITY OF CAMAS -STREET DETAIL 1 10/21/14 SCD JC DECIDUOUS BALLED /BURLAP TREE PLANTING kJ-2/-/4 NOT TO SCALE SET TOP OF POTTING SOIL 1 ”ABOVE FINISHED GRADE. REMOVE CONTAINER FROM ROOT BALL,GENTLY MASSAGE ROOT BALL TO LOOSEN ROOTS. FINISH GRADE I I H I E MULCH DEPTH AS SPECIFIED ON PLANSm :|I l=l 11: PREPARED PLANTING MIX (SEE NOTES)] NATIVE OR COMPACTED SOIL 3 TIMES WIDTH OF CONTAINER PLANT GROUND COVER AND PERENNIALS LEVEL AND AT GRADE MULCH DEPTH AS SPECIFIED ON PLANS SOIL TO BE WELL CULTIVATED TO A MINIMUM DEPTH OF 6 ”.IN CLAY SOILS WORK IN TOPSOIL AND ORGANIC COMPOST. SPECIFICATIONS FOR RATIO AND QUANTITY.IN SAND/LOAM SOILS WORK IN TOPSOIL,ORGANIC COMPOST AND AGED MANURE.SEE SPECIFICATIONS FOR RATIO AND QUANTITY. SEE i i 11 —11 I I IT-T-I Il=lll 1M1I UNDISTURBED SOIL NOTES: 1 .SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 2.KEEP PLANTS MOIST AND SHADED UNTIL PLANTING. 3.BACKFILL MIX SHALL CONSIST OF THE FOLLOWING:0.75 PART TOPSOIL,0.25 PART APPROVED HUMUS MATERIAL,SOIL AMENDMENTS /FERTILIZERS AS PER SOIL ANALYSIS (TO BE PERFORMED BEFORE PLANTING). o$ QBYAPPR.REV.NO.DATE DETAIL NO.OCITYOFCAMAS-STREET DETAIL z10/21 /141 SCD JC FSHRUBCONTAINERPLANTINGzPL5< 0_ NOT TO SCALEDETAILAPPROVEDDATE co o CJ OZFz< CL if ) 1.ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING OR ON CENTER SPACING AS SPECIFIED ON PLANTING PLAN.++ 2.LOCATE GROUNDCOVER ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB,SIDEWALK,OR OTHER HARD SURFACE,UNLESS OTHERWISE SPECIFIED.*** V++t SEE ENLARGEMENT DETAIL GROUNDCOVER PLANTING DETAIL o- I 1 /2 O.C. SPACING TRIANGULAR SPACED GROUNDCOVER I PAVING OR LAWN EDGE ENLARGEMENT DETAIL: TRIANGULAR SPACING o oBYAPPR.REV.NO.DATE DETAIL NO.oCITYOFCAMAS-STREET DETAIL z10/21 /141 SCD JC FGROUNDCOVERPLANTINGDETAILzPL7< //AT, DETAIL APPROVED BY DATE CL NOT TO SCALE ui CD3ZQ OZFz< CLI GO ROOT BARRIER GENERAL NOTES: 1.SPECIFIED TREE ROOT BARRIERS ARE A MECHANICAL BARRIER AND ROOT DEFLECTOR TO PREVENT TREE ROOTS FROM DAMAGING HARDSCAPES AND LANDSCAPES.ASSEMBLED IN 2’LONG MODULES WITH RIGID JOINER STRIPS TO CREATE VARYING SIZES OF CYLINDERS FOR SURROUNDING ROOT BALLS (SURROUND PLANTING STYLE)OR FOR LINEAR APPLICATIONS DIRECTLY BESIDE A HARDSCAPE ADJACENT TO ONE SIDE OF THE TREES (LINEAR PLANTING STYLE). 2.DIMENSIONS ARE APPROXIMATE,SUBMIT SAMPLE FOR ENGINEERS APPROVAL PRIOR TO INSTALLATION. A .MATERIALS 1.THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED.THE TREE ROOT BARRIERS SHALL BE BLACK ,INJECTION MOLDED PANELS,OF MINIMUM 0.080 ”WALL THICKNESS IN MODULES 24”LONG BY 18 ”DEEP;MANUFACTURED WITH A MINIMUM 50 %POST CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS;RECYCLABLE.EACH PANEL SHALL HAVE:NOT LESS THAN 4 MOLDED INTEGRAL VERTICAL ROOT DEFLECTING RIBS OF AT LEAST 0.06 ” THICKNESS PROTRUDING 1 /2”AT 90 *FROM INTERIOR OF THE BARRIER PANEL,SPACED 6 ”APART. (SEE PANEL DRAWING BELOW)A DOUBLE TOP EDGE CONSISTING OF TWO PARALLEL,INTEGRAL, HORIZONTAL RIBS AT THE TOP OF THE PANEL OF A MINIMUM 0.06 ”THICKNESS,7 /16 ”WIDE AND 1 /4” APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT DEFLECTING RIBS.(SEE DETAIL ”A ”)A MINIMUM OF 9 ANTI -LIFT GROUND LOCK TABS CONSISTING OF INTEGRAL HORIZONTAL RIDGES OF A MINIMUM 0.06 ”THICKNESS IN THE SHAPE OF A SEGMENT OF A CIRCLE,THE 2 1 /4”CHORD OF THE SEGMENT JOINING THE PANEL WALL AND THE SEGMENT,PROTRUDING 3 /8 ”FROM THE PANEL.THE NINE GROUND LOCKS ON EACH PANEL SHALL BE ABOUT EQUALLY SPACED BETWEEN EACH OF THE VERTICAL ROOT DEFLECTING RIBS (3 BETWEEN EACH SET OF RIBS,SEE DETAIL ”B ”).A SELF LOCKING RIGID JOINER STRIP TO CONNECT ONE PANEL TO ANOTHER WITH A SEPARATION STRESS TEST OF 1000 POUNDS AT THE MOMENT OF SEPARATION.(SEE DETAIL ”C ”).TREE ROOT BARRIERS SHALL BE BY DEEPROOT OR APPROVED EQUAL. 2.THE BASIC PROPERTIES OF THE MATERIAL SHALL BE: ASTM TEST METHOD VALUE COPOLYMER POLYPROPYLENETEST TENSILE STRESS AT YIELD D 638 3800 PSI D 638 6.3%ELONGATION AT YIELD 155,000 PSIFLEXURALMODULUSD790B NOTCHED IZOD IMPACT D 256 A 7.1 ROCKWELL HARDNESS R.SCALE D 785 A 68 B .CONSTRUCTION AND INSTALLATION THE CONTRACTOR SHALL INSTALL THE TREE ROOT BARRIERS WITH THE NUMBER OF PANELS AND IN THE MANNER SHOWN ON THE DRAWINGS.THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE TOP OF THE DOUBLE EDGE SHALL BE 1 /2”ABOVE GRADE.EACH OF THE REQUIRED NUMBER OF PANELS SHALL BE CONNECTED WITH THE RIGID JOINER STRIPS TO FORM A CIRCLE AROUND THE ROOT BALL OR WHERE SPECIFIED JOINED IN A LINEAR FASHION AND PLACED ALONG THE ADJACENT HARDSCAPE. 1 . EXCAVATION AND SOIL PREPARATION SHALL CONFORM TO THE DRAWINGS.2. THE TREE ROOT BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 3 /4”TO 1 1 /2”GRAVEL OR CRUSHED ROCK AS SHOWN ON THE DRAWINGS.NO GRAVEL BACKFILL IS REQUIRED FOR A LINEAR PLANTING. 3. o oDETAILNO.BY APPR .REV.NO.DATE OCITYOFCAMAS-STREET DETAIL z10/21 /141 SCD JC FROOTBARRIERGENERALNOTESzPL9< /o -gy-AA CL NOT TO SCALEDATE in NOTES: 1.DETERMINE THE CORRECT NUMBER OF PANELS TO BE USED.DEPENDING UPON THE ACTUAL PLANTING PLAN AND THE NUMBER OF TREES INVOLVED THE LENGTH OF LINEAR BARRIER WILL VARY,BUT AS A GENERAL RULE OF THUMB TAKE THE ANTICIPATED MATURE CANOPY DIAMETER OF THE TREE AND ADD 2 FEET (61 CM).THIS WILL BE THE NUMBER OF FEET NECESSARY FOR A LINEAR STYLE PLANTING APPLICATION .(SEE CHART BELOW.) 2.CHOOSE THE BARRIER THAT BEST SUITS THE APPLICATION.GENERALLY IF A SIDEWALK ,PATIO OR DRIVEWAY IS TO BE PROTECTED,18”IS SUFFICIENT DEPTH,WITH 12 ”AS AN ALTERNATE CHOICE FOR NON - AGGRESSIVE,DEEPER ROOTING TREES.HOWEVER FOR CURB AND GUTTER PROTECTION OR MORE AGGRESSIVE ROOTS 24”IS GENERALLY THE BETTER CHOICE. 3.DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR BARRIER CHOSEN. 4.INSTALL THE BARRIER. PANELS OUT OF THE BOX (THEY COME PRE-ASSEMBLED)AND SEPARATE THE JOINER AT THE CORRECT LENGTH. WHEN INSTALLING DEEP ROOT UNIVERSAL BARRIERS IN A LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF PANELS TOGETHER . WHEN USING DEEP ROOT LINEAR BARRIERS SIMPLY PULL THE APPROPRIATE NUMBER OF 5.NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION.IT IS HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE.USE THE HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE.BE SURE TO KEEP THE BARRIER ’S DOUBLE TOP EDGE AT LEAST 1 /2”ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. PLANT THE TREE(S).THE LINEAR STYLE OFFERS A MORE EXPANSIVE ROOTING GROWTH AREA,HOWEVER ADVERSE SOIL AND DRAINAGE CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA .TAKE STEPS TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING.CONSULT WITH A LOCAL ARBORIST FOR PLANTING TIPS AND RECOMMENDATIONS. 6. 12’SIDEWALK 6 ’\I 18”DEEP ROOT BARRIER 7 24”DEEP ROOT BARRIER CURB OR CURB &GUTTER SIDEWALK o t* GROUND LOCKS o $oBYREV.NO.DATE APPR.DETAIL NO.dCITYOFCAMAS-STREET DETAIL z10/21 /14 SCD JC1 FROOTBARRIERINSTALLATION ^/6 zPL10< CL NOT TO SCALE.DETAIL APPROVED BY DATE co WASHINGTON Plant Materials for Rights-of-Way City of Camas 616 NE Fourth Avenue P .O.Box 1055 Camas ,WA 98607 www.citvofcamas .us Phone :(360)834-6864 Fax :(360)834-1535 Creation Date :10/28/02 Revision Date:10/21/14 (Partial) CITY OF CAMAS PLANT MATERIALS FOR CITY RIGHT-OF-WAYS Approved:October,2002 Effective:October,2002 Revised:October 2014 These guidelines and details have been compiled to help a development plant appropriately and successfully in the Rights of Way.Size of planting area,microclimate,aesthetics , visibility,safety ,and compatibility of trees ,shrubs ,and ground cover should be considered when selecting plants .Substitute varieties are subject to approval by the City of Camas. Submit a “characteristic”card from a nursery including information on mature height, spread ,and root system (deep or shallow)when requesting a substitute.For additional landscaping requirements ,see Camas Municipal Code,Title 18,Chapter 18.13 Landscaping. Page 1 Latest Revision:10/21/14COCPlantMaterialsforROW.doc Trees for Narrow Spaces such as Parking Strips or Exterior Fencescapes (Plant 15’-25’apart,compatible with mature tree size ) Typical size at time of planting:2”minimum caliper (B&B or container ) Height Spread CharacteristicsCommonNameBotanicalName Deciduous (D)or Evergreen (E) Tall.Narrow.Fast growing.Armstrong Maple Acer rubrum ‘Armstrong 45 15 ’ Upright.Sturdy.Good fall color.Bowhall Red Maple Acer rubrum ‘Bowhall 40 15 Ginkgo biloba ‘Princeton Sentry 40’15’Upright.Narrow.Bright yellow fall color. Columnar Ginkgo Ideal “Street Tree”.Yellow fal color. Columnar Norway Maple Acer platanoides ‘Columnare’35’15’ Corinthian Linden (Little Leaf Linden) Tilia cordata ‘Corzam’,‘DeGroot’ ‘Chancelor’ 45 ’15’Small,thick ,dark green leaves . Delicate appearance. Upright tree .Maroon to reddish- bronze fall color . Acer platanoides ‘Crimson Sentry 10’Crimson Sentry Norway Maple 25 Pyramidal Form .Stands up well to snow and ice. Edith Boque Magnolia Magnolia grandiflora ‘Edith Boque’ 15’30 Flowering Pear,Capital Pyrus calleryana ‘Capital 35’12 White flower cluster.Glossy foliage . Good “Street Tree”.DiseaseFloweringPear, (Chanticleer ,Redspire Whitehouse) Pyrus calleryana (‘Chanticleer ‘Redspire’,‘Whitehouse’) 40’15’ resistant. Carpinus betulus ‘Frans Fontaine’35 15 Narrow.Columnar.Frans Fontaine Hornbeam Dense.Narrow.Erect.Good tall screen . Thuja plicata ‘Fastigiata 15’Hogan Red Cedar 40 15 Creamy panicles .Upright.Ivory silk Tree Lilac Syringa reticulata 'Ivory Silk 20’ Good columnar tree .Semi-double8’Japanese Flowering Cherry Prunus serrulata ,‘Amaogawa 20’-25 pink flowers in midseason. Decorative.Striking .Fleshy needles. Japanese Umbrella Pine Sciadopitys verticillata 40 15’ Narrow.Uniform.15 ’Skyrocket Oak Quercus robur 'Fastigiata 45 Slender,somewhat weeping form. Soft.Dense . Chamaecyparis obtusa ‘GracillisSlenderHinokiCypress 20 5 Slow growing .Blue-green foliage.Weeping Alaska Cedar Chamaecyparis nootkatensis ‘Pendula’ 30 10 For additional narrow trees ,see the “Trees for R.O.W.’s Under Utility Wires”section. Page 2 Latest Revision:10/21/14COCPlantMaterialsforROW.doc Small Trees -Suitable for R .O.W.’s Under Utility Wires (Plant 20’-30’apart,compatible with mature tree size ) Typical size at time of planting:2”minimum caliper (B&B or container ) Common Name Botanical Name Height Spread Characteristics Deciduous (D)or Evergreen (E) American Hornbeam Carpinus caroliniana 20'Outstanding fall colors.25’ Hardy.Vase shaped.Does well in poor soils. Amur Maackia Maackia amurensis 2025 Big Cis Plum Prunus x cistena ‘Schmidtcis 14’12’Purple leaves.Pink fragrant flowers. Birch Bark Cherry 30’Small white flowers.Midseason blooms. Prunus serrula 30 Fragrant,drooping white flowers in June.Non-aggressive roots. Needs water. Fragrant Snowbell Styrax obassia 20 ’-30 15’ Double long-stalked pink flowers. Late blooming. Japanese Flowering Cherry Prunus serrulata,‘Shirofugen 25’25’ Semi-double pink to white to purple flowers.Early blooming. Japanese Flowering Cherry Prunus serrulata,'Shirotae’(Mt. Fuji) 20’25 ’ Small.Beautiful fall colors .Japanese Maple Acer palmatum 20 24 Leprechaun Ash 16’Dense.Compact.Fraxinus pennsylvanica ‘Johnson 18’ 20’Peeling bark .Showy samaras . Bright red fall colors. Paperbark Maple Acer griseum 25 Dense.Symmetrical.Striking.Spanish fir Abies pinsapo 'Glauca 25’15’ For additional small trees,see the “Trees for Narrow Spaces”section. Page 3 Latest Revision:10/21/14COCPlantMaterialsforROW.doc Medium to Large Size Trees (Not for under or adjacent to overhead utility lines ) (Plant 30’-50’apart,compatible with mature tree size ) Typical size at time of planting:2”minimum caliper (B&B or container) Common Name Deciduous (D)or Evergreen (E) Botanical Name Height Spread Characteristics American Hophornbeam Ostrya virginiana Adaptable to many soils conditions. 35 ’25’ Austrian Black Pine Dense.Regular whorls.Hardy.Pinus nigra 40’25 ’ Chancellor Linden Tilia cordata ‘Chancole’35’20’Good street tree. Eastern Redbud Cercis canadensis 25 -35’30’Pink flowers in spring .Good fall color. Graceful.Hardy.Golden fall color. Slow growth. Fairmount Ginkgo Ginkgo biloba ‘Fairmount 45'35’ Glenleven Linden Tilia cordata ‘Glenleven 45’30’Hardy .Open form. Halka Zelkova Zelkova serrata ‘Halka’50’30 ’Elm shaped. Oympic Linden Tilia cordata ‘Olympic 40 ’30’Hardy .Less formal growth . Pacific Sunset Maple Acer truncatum ‘Pacific Sunset’30’25 Upright.Spreading .Yellow- orange to bright red fall color. Palo Alto Sweetgum Liquidambar styraciflua ‘Palo Alto 45 ’25’Gorgeous fall colors.Narrow. Pyramidal. Healthy “street trees”.Disease resistant. Parkway Norway Maple Acer platanoides 'Columnarbroad 25’40 Persian Parrotia 30’20 ’Interesting red stamens.Dramatic color changes in the fall. Hardy .Red .Upright. Parrotia persica Red Sunset Maple Acer rubrum ‘Franksred 45’35’ Scotch Pine Pinus sylvestris 35 Reddish bark.Bluish needles.70 September Golden Rain Tree Koelreuteria paniculata ‘September ’ 30 30 Showy flowers.Adapts to many adverse conditions. Shore Pine Pinus contorta 24’Compact.Pyramidal.30 Skyline Honey Locust Gleditsia triacanthos ‘Skyline Tolerates city conditions.45 35’ Distinctive branch pattern.White flowers.Good fall color. Stewartia Stewartia sinensis 25 15’-20’ Tulip Poplar Liriodendron tulipifera 30 ’Yellow/green leaves .Columnar growth. 60 Page 4 Latest Revision:10/21/14COCPlantMaterialsforROW.doc Small to Medium Size Shrubs (Plant according to spread of mature plant) Typical size at time of planting:1 )2 gallon (small ),5 gallon (medium )or 2)18 ”B&B Common Name Botanical Name Height Spread Characteristics Andromeda or Lily of the Valley Shrub Bright red spring foliage.Profuse white flowers. Pieris japonica 'Forest Flame 8’6 Bird’s Nest Spruce Picea abies ‘Nidiformis’3 6 Very compact.Good bonsai subject. Compact Oregon Grape Mahonia aquifolium ‘Compacta 2 ’2+Hardy,Erect.Uniform ,prickly leaves. David Viburnum Viburnum davidii 1’-3’3’-4’Deeply veined,glossy leaves. Metallic,dark blue fruits. Delavay Osmanthus Osmanthus delavayi 4’-6’6’-8’Evergreen .White,fragrant flower clusters March to May . Dwarf Burning Bush Euonymous alata 'Compacta 4’-6’Vibrant red fall color.Nice4-6 background plant. Dwarf Golden Hinoki Chamaecyparis obtusa ‘Nana Aurea’ 4’New growth is yellow.Mature leaves are dark green . 3 Dwarf Hinoki Cypress Chamaecyparis obtusa 'Nana”3’2 Nice foreground plant.Graceful. Evergreen Variegated Euonymous Euonymous japonica 'Aurea Variegata’ 8’6’Leaves have brilliant yellow blotch w/green edges . Golden Thread Cypress Chamaecyparis pisifera ‘Filifera Aurea ’ To 8 6 Loose mound.Prune to keep in bounds. Heavenly Bamboo Nandina domestica (‘Moyers Red or 'Umpqua Chief’) 6’-8 3 Excellent fall color.Bamboolike foliage.Not invasive . Jackman’s Cinquefoil Potentilla fruticosa ‘Jackman ’s”4’4+’Bright yellow flowers. Japanese Holly Ilex crenata ‘Compacta 2’-3 ’2’-3’Neat.Hardy.Dense. Mugho Pine 4’3’Low growing .Dense.Hardy. Hardy,neat,white flowers in clusters in summer. Pinus mugo mugo Otto Luyken Laurel Prunus laurocerasus ‘Otto 5’4’ Luyken’ Rose Glow Barberry Berberis thunbergii ‘Rose Glow’Rosy-bronze.Does best in full4’4’ sun Sargent Weeping Hemlock 4’-6’Tsuga canadensis ‘Pendula 2’-3 Graceful addition to landscape . Spanish Bayonet Yucca aloifolia 10 Good barrier plant.Showy, creamy white flower clusters . 5 Warty Barberry Berberis verruculosa 3’-4 ’3’-4’Neat,tailored shrub.Good on banks Page 5 Latest Revision:10/21/14COCPlantMaterialsforROW.doc Accent Shrubs (Plant according to spread of mature plant) Typical size at time of planting:1)5 gallon or 2 )18 ”B&B CharacteristicsCommonNameBotanicalNameHeightSpread Flowers from June to fall.Anthony Waterer Spiraea Spiraea bumalda ‘Anthony Waterer’ 2’-3’3’ Lavender blue flowers from July to frost.Prune harshly for long bloom . Blue Mist Shrub Caryopterus incana 3-4 ’4 ’ White flower clusters.Red fruit.Viburnum opulus ‘Compactum ’4’-5’4 -5EuropeanCranberry Bush Can take poor,wet soils.No fruit or flowers.Good hedge. European Cranberry Bush Viburnum opulus ‘Nanum 2 2 Graceful arching branches . Drooping clusters of white flowers Drooping Leucothoe Leucothoe fontanesiana 2’-6’2’-6’ in spring . Slow growth.Flowers and fruits almost constantly . Elfin King Strawberry Madrone Arbutus unedo ‘Elfin King 5’5’ Varies Varies Evergreen .Bright berries. Creamy white fragrant flowers. Good espalier subjects . Firethorn Pyracantha -various species Rhododendron ‘Jean Marie’5 ’Bright scarlet flowers.Good foliage. Jean Marie Rhododendron 5 Forsythia intermedia 'Karl Sax’7’6’Profuse,tawny yellow bloom from February to April. Karl Sax Forsythia Double yellow roselike flowers.Kerria japonica ‘Plentifolia 8’5’6Kerria Marie’s Doublefile Viburnum Viburnum plicatum tomentosum ‘Mariesii’ 6’12’Flat flower clusters. Kalmia latifolia 6 ’-8’Glossy,leather leaves.Pink flowers May -June. Mountain Laurel 6’-8 ’ Can be trained into small tree.Rose of Sharon Hibiscus syriacus 10 6 Ornamental Grasses (Not for use in biofiltration systems ) (Plant according to spread of mature plant) Typical size at time of planting:2 gallon Spread CharacteristicsCommonNameBotanicalNameHeight Bright blue-gray.Needs full sun good drainage. Blue Oat Grass Helichtotrichon sempervirons 2’-3’2’-3 Graceful,interesting ,clumping grasses .Can be weeping, variegated,banded,etc. Eulalia Grass (varieties)5 -6 ’@4Miscanthussinensis(varieties) Fountain Grass Pennisetum setaceum 4’Good in dry location.Full sun. Drought resistant. 4 Page 6 Latest Revision:10/21/14COCPlantMaterialsforROW.doc Ground Covers (Plant according to spread of mature plant) Typical size at time of planting: 1)4”pot (Ajuga ,Rubus ,Vinca ) 2)1 gallon (Artostaphylos ,Berberises,Pachysandra ,Vinca ) 3)2 gallon (Erica ,Genista ,Ilex ,Juniperus ) Common Name Botanical Name Height Spread Characteristics Carpet Bugle 6”18 ”Fast growing.Blue flowers on spikes .Good coverage . Ajuga reptans 1 1/2’2 1/2’Bronzy blood red.Does best in full sun . Crimson Pygmy Barberry Berberis thumbergii ‘Crimson Pygmy' Dwarf Spanish Broom Genista pilosa 1’7 ’Fast growing .Prostrate. Evergreen .Profuse yellow flowers in May -June. Often blooms when nothing else does . Heath Erica carnea (varieties)6”-16”1’-3’ Polished small leaf evergreen . Very hardy.Sun or shade. Helieri Japanese Holly Ilex crenata ‘Helieri 1 2’ Japanese Spurge Pachysandra terminals 6”-10”12”Delicate looking.Nice transition between shrubs and lawn.Shade or sun. 6”-14”Many varieties and colors.Hardy and drought tolerant. Groundcover variety Juniper Juniperus horizontalis 6'-10’ 8”Flat growing.Evergreen.Needs pruning at least once a year. Kinnikinnick Arctostaphylos uva-ursi 15 Periwinkle Vinca minor 1 2’Spreading .Nice blue,white, lavender or maroon flowers.Can be mowed once a year. Pygmy Magellan Barberry Berberis boxifolia ‘Pygmaea 1'2’Tough.Thorny. Taiwan Creeper Rubus calycinoides 3”-4”V per year Makes spreading mat.White, strawberry-like flowers .Edible salmon-colored berries. Page 7 Latest Revision:10/21/14COCPlantMaterialsforROW.doc WASHINGTON Streetscape Standards City of Camas 616 NE Fourth Avenue P.O .Box 1055 Camas ,WA 98607 www .citvofcamas .us Phone :(360)834-6864 Fax:(360)834-1535 Creation Date:10/21/14 Revision Date:10/21/14 City of Camas Streetscape Standards Details ~INDEX Detail No.Detail Name Rev.Rev.Date STS 1 STS2 STS3 Sidewalk Construction Notes Arterial/Collector Serpentine Sidewalk Fence and Wall Notes 10/21/14 10/21/14 10/21/14 1 1 1 STS4 STS5 Collector and Arterial Fence and CMU Column Collector and Arterial CMU Block Wall and Column 1 10/21/14 10/21/14 10/21/14 1 IR 1 Irrigation Notes -Within Right of Way 1 IR 2 Irrigation Controller -Indoor Mount Irrigation Controller -Exterior Mount Irrigation Trench 10/21/14 10/21/14 10/21/14 1 IR3 1 IR4 1 IR 5 Irrigation Pipe Sleeve Irrigation Pressure Regulator Irrigation Solenoid Valve 1 10/21/14 10/21/14 10/21/14 IR 6 1 R7 1 Irrigation Solenoid Valve -Unik Control Irrigtaion Quick Coupling Valve Irrigation Isolation Ball Valve 10/21/14 10/21/14 10/21/14 IR 8 1 IR 9 1 IR 10 1 Irrigation Manual Drain Valve Irrigation Manual Gate Valve Irrigation Double Check Valve Assy. 10/21/14 10/21/14 10/21/14 IR 11 1 IR 12 1 IR13 1 IR14 Irrigation Rotary Spray Head Irrigation Pop-Up Spray Head Irrigation Head Placement Along Hardscape 1 10/21/14 10/21/14 10/21/14 1IR15 IR 16 1 CONSTRUCTION NOTES: 1.DECORATIVE SIDEWALK SURFACE FINISHES,PATTERNS AND DIMENSIONS SHALL BE SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. SERPENTINE SIDEWALKS MAY REQUIRE THE ESTABLISHMENT OF EASEMENTS SHOULD THE SIDEWALK LEAVE THE PUBLIC RIGHT OF WAY. SIDEWALKS SHALL BE PLACED ON A MINIMUM 2 INCHES OF COMPACTED GRANULAR MATERIAL AND SHALL BE CONSTRUCTED WITH A MINIMUM 3,000 PSI CONCRETE. SIDEWALKS SHALL MEET ALL APPLICABLE AMERICANS WITH DISABILITIES ACT (ADA )REQUIREMENTS.THE PROJECT INSPECTOR SHALL BE ALLOWED TO INSPECT ALL FORMS FOR ADA CONFORMANCE PRIOR TO CONCRETE PLACEMENT. ALL PLANTING MATERIALS SHALL BE CONSISTENT WITH THE CITY’S RIGHT OF WAY PLANT MATERIALS REQUIREMENTS. ALL IRRIGATION SHALL MEET THE CITY’S IRRIGATION REQUIREMENTS. 2. 3. 4. 5. 6. o5=o CO REV.NO.DATE BY APPR.DETAIL NO.CITY OF CAMAS -STREET DETAIL <0 /21 /20141 SCD JC $SIDEWALK CONSTRUCTION NOTES LUSTS1o£CO77/b-a/vYC.s+i*-,(St c£coNOTTOSCALEDETAftlAPPROVED-BY DATE co o£O CO <$ LUCJ COIPCO NOTES: 1.FENCING OR WALLS ARE REQUIRED ALONG ALL LIMITED ACCESS CORRIDORS. 2.FENCING OR WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL NOT BE LOCATED WITHIN THE PUBLIC RIGHT OF WAY. 3.MAINTENANCE PROVISIONS FOR THE FENCING OR WALLS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR HOME OWNERS ASSOCIATION. 4.THE DECORATIVE FENCING OR WALLS SHOWN IN THE FOLLOWING DETAILS ARE EXAMPLES OF THE MINIMUM ACCEPTABLE STYLES.ALTERNATIVE DESIGNS MAY BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY. 5.SOUND WALL DESIGNS MAY BE PROPOSED AND ARE SUBJECT TO APPROVAL BY THE CITY ON A CASE BY CASE BASIS. 6.CHAINLINK FENCING SHALL BE PLACED AROUND ALL VISIBLE STORMWATER OR SANITARY SEWER PUMP STATION FACILITIES AND SHALL BE VINYL COATED BLACK OR GREEN IN COLOR. o$ DETAIL NO.QREV.NO.BY APPR.DATE CITY OF CAMAS -STREET DETAIL C/) LLI10/21/141 SCD JC oFENCEANDWALLNOTESzSTS3LJLu/o --Z /'/4 l(/)NOT TO SCALE.DETAIL APPROVED BY DATE 00 OPEN SPACE IN FENCE (TYPICAL)-FENCE BOARD STOPS AT LOWER RAIL (NOTE 5)2 X 6 DOUGLAS FIR CAP CONCRETE COLUMN 1 -4"CAPFENCECMUCOLUMN (NOTE 4)1 X 4 #1 TIGHT KNOT CEDAR FACIAr2X4DOUGLAS FIR RAIL CO 7 %1I1w. 8 X 8X16 SPLIT FACE CMU (TYP.)1 X 4 #1 TK CEDAR FACIA2X4DOUG. FIR RAIL 2X 4 DOUG. FIR MIDRAILcoCO COMORTAR JOINT 3/4” MAX.(TYP.)1 X 8 #1 TK CEDAR FENCING 2X 6 DOUG. FIR RAIL 1 X 6 #1 TK CEDAR FACIA L GROUND ELEVATION7tI7CO I?-?; M vvy; 1:K <^002:l*.FENCE POST (NOTE 2)1X8 #1 TK CEDAR>o 7 yv .'-v P:‘O'Ol .^^^;-v;vVvVv-;7; :v;~; Q_1 X 6 TK CEDAR FACIA TRIM CONCRETE COLUMN FOOTING (NOTE 3) 3”OF 3/4”MINUS BASE ROCK 1*—1FENCEPOSTFOOTING(NOTE 1) 2’SQUARE 6’MIN.TO 8’MAX.r"O.C.(NOTE 4) FENCE AND CMU COLUMN 6 ” MIN. St<>oFENCESECTIONo:O'CL NOTES: 1.FENCE POST FOOTINGS SHALL BE MINIMUM 3000 PSI CEMENT CONCRETE.FOOTING TO EXTEND 1 INCH MINIMUM ABOVE FINISH GRADE AND BE SLOPED AWAY FROM POST FENCE POST SPACING SHALL BE A MINIMUM OF 6 FEET AND MAXIMUM OF 8 FEET ON CENTER. FENCE POSTS SHALL BE POST MASTER GALVANIZED STEEL POSTS BY MASTER HALCO.2.ALTERNATIVE GALVANIZED STEEL POSTS SHALL BE SUBMITTED FOR APPROVAL BYTHECITY.FENCE SHALL BE INSTALLED SO THAT CEDAR FENCING IS FACING THE RIGHT-OF-WAY AND POSTS AND RAILS ARE ON THE OPPOSITE SIDE CMU COLUMN FOOTINGS SHALL BE MINIMUM 3000 PSI CEMENT CONCRETE ON A 3”BASE OF 3 /4”MINUS CRUSHED ROCK COMPACTED TO 95%T-180 CMU COLUMNS SHALL BE LOCATED AT EACH CORNER,EACH END OF FENCE,AND EVENLY SPACED IN THE FENCE RUN.CMU COLUMN SPACING SHALL BE A MAXIMUM OF 96 FEET O.C.OR AS APPROVED BY THE CITY TO ACHEIVE UNIFORM SPACING BETWEEN CORNERS. FENCE DESIGN SHOWN IS PREFERRED.ALTERNATIVE FENCE DESIGN SHALL BE SUBMITTED FOR APPROVAL BY THE CITY AND SHALL BE CONSISTENT THROUGHOUT THE LENGTH OF A CORRIDOR.FINISH SHALL BE A COLORED OR TINTED STAIN AS APPROVED BY THE CITY AND CONSISTENT WITH EXISTING FENCES ALONG THE CORRIDOR FENCE BOARDS SHALL BE EXTENDED TO COVER POSTS -PLAN POST LOCATIONS SO AS TO AVOID OPEN SPACE LOCATIONS FENCE RAILS SHALL BE ANCHORED TO CMU COLUMNS USING GALVANIZED STEEL BRACKETS AND FASTENED WITH MASONRY WALL ANCHORS 3. 4. 5. 6. 7.o5t REV.NO.DATE BY APPR.DETAIL NO.CITY OF CAMAS -STREET DETAIL c/) 10/21/141 SCD JC LxJCOLLECTORANDARTERIALFENCEANDCMUCOLUMN DETAIL APPROVED BY DATE O2STS4LdLi_ I NOT TO SCALE 2’ CONCRETE COLUMN CAP 8”oo CONCRETE WALL CAP8X8X16SPLITFACE CMU (TYP.)8X 8X16 SPLIT FACE CMU (TYP.)ON BOTH FACESMORTARJOINT 3 /4”MAX.(TYP.) MORTAR JOINT 3 /4”MAX.(TYP.) ooCD LO ££<<>>Oo O'O'ccO'CLCL 00OOCONCRETECOLUMN FOOTING •.•»-J »m*'w .w .w •*..-•*.'•*V V ;V'. v-Y7s!Sl -Ffc'Vi VvV'J'v.' CONCRETE WALL FOOTING\i \K *\i*\‘i'v;\;vi*V ' ^(^V'l'vi*4;?\f 'k’-Vv 2 T2 >V V ->/i ;y -V;-V;T; 1’3”OF 3/4” MINUS BASE ROCK 3”OF 3 /4”MINUS BASE ROCKr—3' SQUARE CMU WALL &24”COLUMN24”CMU COLUMN CMU WALL SECTION NOTES: CMU FOOTINGS SHALL BE MINIMUM 3000 PSI CEMENT CONCRETE ON A 3”BASE OF 3/4”MINUS CRUSHED ROCK COMPACTED TO 95%T-180. CMU WALLS,COLUMNS,AND THEIR FOOTINGS SHALL CONTAIN STRUCTURAL REBAR -DESIGN SUBMITTAL AND BUILDING PERMIT REQUIRED. CMU COLUMNS SHALL BE LOCATED AT EACH CORNER,EACH END OF FENCE,AND EVENLY SPACED IN THE FENCE RUN.CMU COLUMN SPACING SHALL BE A MAXIMUM OF 96 FEET O.C.OR AS APPROVED BY THE CITY TO ACHEIVE UNIFORM SPACING BETWEEN CORNERS. CMU COLUMN FOOTINGS SHALL BE MINIMUM 3000 PSI CEMENT CONCRETE ON A BASE 3”OF 3/4”MINUS CRUSHED ROCK COMPACTED TO 95% T-180. INSTALL VERTICAL EXPANSION JOINT EVERY 20 FEET OF CONTINUOUS CMU WALL. 1. 2. 3. 4. 5.o oDETAILNO.BY APPR.DATEREV.NO.CITY OF CAMAS -STREET DETAIL inLLI10/21 /14 SCD JC1 OCOLLECTORANDARTERIALCMUBLOCKWALLANDCOLUMN DETAIL APPROVED BY i zSTS5LLILI_ZMf -i/)NOT TO SCALEDATE CD CONSTRUCTION NOTES: 1 .THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. 2.IRRIGATION PLANS ARE SCHEMATIC REPRESENTATIONS ONLY.PLACE LINES IN A COMMON TRENCH WHENEVER POSSIBLE.FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES. 3.IRRIGATION IS COORDINATED WITH THE PLANTING PLAN AND SITE IMPROVEMENTS AND IS DESIGNED WITH TRIANGULAR SPACING GIVING HEAD TO HEAD COVERAGE.COORDINATE IRRIGATION HEAD LAYOUT WITH NEW PLANT MATERIALS,LOCATE SPRAY HEADS 30 ”FROM BASE OF TREE.DO NOT ALTER HEAD LOCATION,PIPE LAYOUT,OR VALVE LOCATION WITHOUT WRITTEN APPROVAL FROM THE CITY ENGINEER .NOTIFY THE CITY ENGINEER IF DISCREPANCIES OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. 4.ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND MINIMIZATION OF OVER SPRAY ONTO WALKS,BUILDINGS,PARKING AREAS,ETC . 5.ALL PIPE SIZES INDICATED ARE MINIMUMS.CONTRACTOR MAY NOT DECREASE PIPE SIZE.LARGER PIPE SIZES MAY BE USED AT NO ADDITIONAL COST TO OWNER .IRRIGATION LATERALS ARE SIZED BEGINNING AT THE AUTOMATIC VALVE AND CONTINUING IN DIRECTION OF FLOW.REDUCTIONS IN PIPE SIZE ARE LABELED BEGINNING DOWNSTREAM OF NEAREST FITTING.ALL LATERALS NOT SIZED ARE MINIMUM 3 /4”. 6.INSTALL ALL IRRIGATION PIPE AND CONTROL WIRES IN MINIMUM 4”PVC SLEEVE BELOW ALL PAVED SURFACES UNLESS OTHERWISE INDICATED ON THE PLANS.INSTALL SLEEVES PRIOR TO PLACEMENT OF PAVEMENTS AND PAVEMENT SUB-BASE.SEE PIPE SLEEVING DETAIL FOR FURTHER REQUIREMENTS. 7.COORDINATE IRRIGATION POINTS OF CONNECTION AND LOCATION OF AUTOMATIC CONTROL VALVES WITH THE ENGINEER .COORDINATE ALL WORK WITH OTHER TRADES,I.E.ELECTRICAL,MASONRY,ETC. 8.CONTRACTOR TO PROGRAM AUTOMATIC CONTROLLER TO ALLOW FOR THE EQUIVALENT OF 1 ”OF WATER PER WEEK. 9.ALL PIPES SHALL BE TRENCHED.PROVIDE POSITIVE DRAINAGE OF MAINLINE.PLACE MANUAL DRAIN AT LOW POINTS IN MAINLINE.IDENTIFY LOCATIONS ON AS-BUILTS. 10.USE 45 *ELBOWS INSTEAD OF 90 *ELBOWS ON ALL MAINLINES 2-1 /2”AND LARGER.INSTALL CONCRETE THRUST BLOCKS AT ALL MAINLINE CHANGES IN DIRECTION.POUR MINIMUM OF 1 CUBIC FOOT OF CONCRETE ON UNDISTURBED SOIL.WRAP PIPE IN PLASTIC PRIOR TO COVERING WITH CONCRETE. 11.CONTRACTOR TO INSTALL CONTROLLER ,CPU ELECTRICAL,PHONE AND ACCESSORIES AS REQUIRED. CONTRACTOR TO FURNISH CONTROL WIRES FROM VALVES TO CONTROLLER .CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 110 VOLT SERVICE FROM BUILDING TO EXISTING JUNCTION BOX IN CONTROLLER HOUSING AND CONNECT CONTROLLER SERVICE. 12.ALL TONING WIRE,WHERE REQUIRED,SHALL BE 14 GAUGE COPPER CLAD STEEL WITH HDPE DIRECT BURY INSULATION.SEAL SPLICE CONNECTIONS WITH 3M DBY OR KING GEL CAPS. 13.ALL DIRECT BURY CONTROL WIRING AND CABLING SHALL HAVE SPLICE CONNECTIONS SEALED WITH 3M DBY OR RAIN BIRD DB SERIES WIRE CONNECTORS IN A SPLICE BOX. 14.SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 15.WATER METER SHALL BE INSTALLED BY THE CITY.CONTRACTOR RESPONSIBLE FOR CONNECTIONS DOWNSTREAM OF WATER METER. 16.CONTRACTOR TO VERIFY WATER PRESSURE TO ENSURE THAT PRESSURE MATCHES THE SYSTEM DESIGN PRESSURE. 17.WHERE REQUIRED,CONTRACTOR SHALL PROVIDE AN APPROPRIATELY SIZED POLYMER IRRIGATION VALVE BOX LARGE ENOUGH TO CONTAIN THE SPECIFIED COMPONENTS.VALVE BOXES SHALL BE RAINBIRD VB SERIES, CARSON,OR APPROVED EQUIVALENT. o o zBYAPPR.REV.NO.DATE DETAIL NO.oCITYOFCAMAS-STREET DETAIL F10/21 /141 SCD JC <IRRIGATION NOTES DETAIL APPROVED BY WITHIN RIGHT OF WAY oIR1crcr NOT TO SCALEDATE in CONTROLLER ENCLOSURE JUNCTION BOX,PROVIDED BY LICENSED ELECTRICIAN 1-1 /2”SCH 40 PVC CONDUIT AND FITTINGS FOR CONTROL WIRING 1”SCH 40 PVC CONDUIT TO POWER SUPPLY r NOTES: 1.IRRIGATION CONTROLLER SHALL BE A RAINBIRD ESP-LXME SERIES PROGRAMMABLE CONTROLLER,OR APPROVED EQUAL INTERIOR INSTALLATIONS DO NOT REQUIRE AN ENCLOSURE WHEN MOUNTED WITHIN THE UTILITY ROOM OF A RESTROOM OR OTHER FACILITY WHERE THE PUBLIC HAS NO ACCESS. FOR EXTERIOR WALL MOUNTED APPLICATIONS SEE DETAIL IR 3. 2. 3. o Q DETAIL NO.§BY APPR.REV.NO.DATE CITY OF CAMAS -STREET DETAIL 10/21 /14 JC1SCD <IRRIGATION CONTROLLER -INDOOR MOUNT CDIR2QL7cr INOTTOSCALETAILAPPROVEDBYDATEco CONTROLLER ENCLOSURE WALL SURFACE PADLOCKABLE HASP o 1do ao ra JUNCTION BOX, PROVIDED BY LICENSED ELECTRICIAN v 1-1 /2”PVC SCH 40 CONDUIT AND FITTINGS FOR CONTROL WIRING1”SCH 40 PVC CONDUIT TO POWER SUPPLY FRONT VIEW SIDE VIEW NOTES: IRRIGATION CONTROLLER SHALL BE A RAINBIRD ESP-LXME PROGRAMMABLE CONTROLLER,OR APPROVED EQUAL INTERIOR INSTALLATIONS DO NOT REQUIRE AN ENCLOSURE WHEN MOUNTED WITHIN THE UTILITY ROOM OF A RESTROOM OR OTHER FACILITY WHERE THE PUBLIC HAS NO ACCESS.SEE DETAIL IR 2. EXTERIOR WALL MOUNTED ENCLOSURE SHALL BE STAINLESS STEEL,NEMA 4X RATED,20”H x 20”W x 8”D SIZE,WITH BUILT-IN PADLOCKABLE HASP AND PLASTIC DATA POCKET.HOFFMAN,HAMMOND, WIEGMANN OR APPROVED EQUAL MANUFACTURER. MOUNTING HARDWARE SHALL BE AS RECOMMENDED BY THE ENCLOSURE MANUFACTURER. FOR INSTALLATIONS WITHIN THE RIGHT-OF-WAY WHERE THERE IS NO WALL MOUNTING SURFACE,THE ENCLOSURE MAY BE PIPE MOUNTED TO A 3 INCH DIAMETER GALVANIZED POST,OR OTHER PERMANENT INSTALLATION,AT A HEIGHT NOT TO EXCEED 3 FEET TO TOP OF ENCLOSURE AND SHALL BE HIDDEN BY VEGETATION. 1. 2. 3. 4. 5. o o DETAIL NO.§DATE BY APPR.REV.NO.CITY OF CAMAS -STREET DETAIL10/21/14 SCD1 JC <IRRIGATION CONTROLLER EXTERIOR MOUNT oIR3ct:f C£ iVINOTTOSCALEDETAILAPPROVEDBYDATE00 24" MIN. MAINLINE OR POTABLE WATER 18" MIN. LATERAL ~ 4" FINISH GRADE COMPACTED NATIVE OR APPROVED BACKFILL SAND PIPE BEDDING & BACKFILL PVC POTABLE WATER PIPE - SEE PLANS FOR SIZE YELLOW TRACING WIRE PVC MAINLINE PIPE, SEE PLANS FOR SIZE 2" PVC PIPE SPACERS SET VERTICAL AT 10' O.C. 1. ALL TONING WIRE SHALL BE 14 GAUGE YELLOW HDPE INSULA TED COPPER CLAD STEEL. SEAL SPLICE CONNECTIONS WITH 3M DBY OR KING GEL CAPS. 2. PROVIDE A 48 INCH COIL OF TONING WIRE IN EACH VALVE BOX. o ~ o ~--~----~--~--~--=-------------------------------------------~------~z REV. NO. DATE BY APPR. CITY OF CAMAS'" STREET DETAIL DETAIL NO 0 1 10/21/14 SCD JC IRRIGATION TRENCH IR4 ~ !Cl--2/-/c! I-T NOT TO SCALE ~ __ ~ ____ ~ __ ~ _______________________________ D_A_TE ________________________ ~~ CONCRETE OR ASPHALT HARDSCAPE -SEE PLANS COMPACTED BASE ROCK -SEE PLANS i—2”24”24” / 4*\TONING WIREt)SUBGRADE (24”SAND BACKFILL, (TYP.)SEE DETAIL IR 4 CONTROL WIRES( PVC PIPE W/SLIP CAP (TYP.) 1 /2”REBAR MARKER (AT EACH END OF SLEEVE) PIPE SLEEVE,SEE PLANS FOR SIZE SAND BEDDING, (TYP.)SEE DETAIL IR 4 NOTES: CONTRACTOR SHALL PROVIDE AN APPROPRIATELY SIZED IRRIGATION POLYMER VALVE BOX LARGE ENOUGH TO CONTAIN THE SPECIFIED COMPONENTS.VALVE BOXES SHALL BE RAINBIRD VB SERIES,CARSON,OR APPROVED EQUIVALENT. PROVIDE TONING WIRE ALONG ALL PIPE SLEEVING. ALL TONING WIRE SHALL BE 14 GAUGE YELLOW HDPE INSULATED COPPER CLAD STEEL.SEAL SPLICE CONNECTIONS WITH 3M DBY OR KING GEL CAPS. 1. 2. 3. o CJ DETAIL NO.§REV.NO.BY APPR.DATE CITY OF CAMAS -STREET DETAIL10/21/141 SCD JC <IRRIGATION PIPE SLEEVE oIR5oa7C£ DETAIL APPROVED"BY NOT TO SCALEDATE co 2”MINIMUM (TYPICAL)VALVE BOX WITH EXTENSIONS AS NEEDED FINISH GRADE H m ISOLATION GATE VALVE (TYP.) PRESSURE REDUCING VALVE i COPPER POTABLE WATER PVC POTABLE WATER LINELINEfibTITTill3FLOW«4> I T TT SCH 80 BRASS NIPPLES (TYP.) 12”DEEP DRAIN ROCK SUMP COMPOSITE WOOD PLANK OR CONCRETE BLOCK ALONG ENTIRE PERIMETER OF BOX UNDISTURBED SOIL NOTES: CONTRACTOR SHALL PROVIDE AN APPROPRIATELY SIZED POLYMER IRRIGATION VALVE BOX LARGE ENOUGH TO CONTAIN THE SPECIFIED COMPONENTS.VALVE BOXES SHALL BE RAINBIRD VB SERIES,CARSON,OR APPROVED EQUIVALENT. ALL THREADED FITTINGS SHALL BE WRAPPED WITH TEFLON TAPE. PRESSURE REDUCING VALVE SHALL BE A WATTS M /N 25 AUB-Z 3 WITH DOUBLE UNION END CONNECTIONS,OR APPROVED EQUAL FOR APPLICATIONS WHERE DRINKING FOUNTAINS ARE SUPPLIED,ALL COMPONENTS SHALL BE SUITABLE FOR POTABLE WATER. 1. 2. 3. 4. o£o DETAIL NO.§APPR.REV.NO.DATE BY CITY OF CAMAS -STREET DETAIL 10/21 /141 SCD JC <IRRIGATION PRESSURE REGULATOR oIR6(Zcz DATE INOTTOSCALEDETAILAPPROVEDBYin I PVC MAINLINE PIPE NOTES: VALVE BOX WITH EXTENSIONS AS NEEDED UNIK REMOTE CONTROL MODULE SECURED TO VALVE BOX PER MFR. SPECIFICA TlONS ISOLATION BALL VALVE COMPOSITE WOOD PLANK INSTALLED ALONG ENTIRE PERIMTER OF BOX 12" DEEP DRAIN ROCK SUMP 2" MIN . (TYPICAL) 1. CONTRACTOR SHALL PROVIDE AN APPROPRIATELY SIZED POLYMER IRRIGA nON VALVE BOX LARGE ENOUGH TO CONTAIN THE SPECIFIED COMPONENTS. VALVE BOXES SHALL BE RAINB IRD VB SERIES, CARSON, OR APPROVED EQUIVALENT. 2. ALL THREADED FITTINGS SHALL BE WRAPPED WITH TEFLON TAPE. FINISH GRADE PVC LATERAL PIPE ~ o ~--~----~--~----~--~------------------------------------------------~------~ CITY OF CAMAS -STREET DETAIL DETAIL NO. B REV. NO. DA~ BY APPR. F IRRIGATION SOLENOID VALVE UNIK CON TROL IRS ~ JC 10/21/14 SCD !tJ-2 f -14 NOT TO SCALE ~ ~ ________ ~ __ ~ ____ ~ ________ ~ ____________________ D_A_~ ____________________ ~ ______ ~~ I VALVE BOX WITH EXTENSIONS AS NEEDED 2”MIN. (TYPICAL)FINISH GRADE BALL VALVE WITH HANDLE ON SIDE OF VALVE 24" > e 3 COMPOSITE WOOD OR CEMENT BRICK INSTALLED ALONG ENTIRE PERIMETER OF BOX c 1 1 n 18”DEEP X 12”ROUND DRAIN ROCK SUMPUNDISTURBEDSOIL NOTES: CONTRACTOR SHALL PROVIDE AN APPROPRIATELY SIZED POLYMER IRRIGATION VALVE BOX LARGE ENOUGH TO CONTAIN THE SPECIFIED COMPONENTS.VALVE BOXES SHALL BE RAINBIRD VB SERIES,CARSON,OR APPROVED EQUIVALENT. ALL THREADED FITTINGS SHALL BE WRAPPED WITH TEFLON TAPE. 1. 2. o o zBYAPPR.REV.NO.DATE DETAIL NO.oCITYOFCAMAS-STREET DETAIL10/21 /141 SCD JC <IRRIGATION ISOLATION BALL VALVE oIR10Z DETAIL APPROVED BY DATE cz NOT TO SCALE cr I C!> Q I t 3” MIN. iBnf ra JUS- 3" MIN. i VIEW A -A COMPOSITE WOOD PLANK OR CEMENT CONCRETE BRICK ALONG ENTIRE PERIMETER OF BOX VALVE BOX AND LOCKING LID, WITH EXTENSIONS AS NEEDED FINISH GRADE / I..IT TEST COCKS (4 REQUIRED)6 ”MIN. 18”MAX. 8 CD fAtSHUT-OFF VALVE SHUT-OFF VALVE6”MIN. m=ff111 1 1 111 !I I I I TTII 1 11 I|1-:l 11: MINIMUM 12”DEEP DRAIN ROCKELEVATIONVIEWUNDISTURBEDSOIL NOTES: CONTRACTOR SHALL PROVIDE AN APPROPRIATELY SIZED POLYMER IRRIGATION VALVE BOX LARGE ENOUGH TO CONTAIN THE SPECIFIED COMPONENTS.VALVE BOXES SHALL BE RAINBIRD VB SERIES,CARSON,OR APPROVED EQUIVALENT. APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH GROUND.TEST COCKS TO EITHER FACE OUTWARDS OR UPWARDS FROM ASSEMBLY. DESIGNED FOR BACK SIPHONING AND BACK PRESSURE. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER. THE DCVA MAY BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING.MUST BE ACCESSIBLE AND PROTECTED FROM FREEZING CONDITIONS. THE DOUBLE CHECK VALVE BACKFLOW PREVENTER ASSEMBLY SHALL BE ASSE LISTED 1015 APPROVED AND INCLUDE FULL PORT BALL VALVES WITH RESILIENT SEATS AND UNION CONNECTIONS. A PLUMBING PERMIT IS REQUIRED.PLEASE CONTACT THE CITY OF CAMAS BUILDING DEPARTMENT. MUST BE TESTED AFTER INSTALLATION BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER.TEST RESULTS SHALL BE SENT TO THE CITY OF CAMAS WATER DEPARTMENT. 1. 2. 3. 4. 5. 6. 7. 8. 9.CD$ Q BY APPR.REV.NO.DATE DETAIL NO.oCITYOFCAMAS-STREET DETAIL10/21 /141 SCD JC <IRRIGATION DOUBLE CHECK VALVE ASSY CDIR13cncz INOTTOSCALEcr FINISH GRADE \ ±mm ROTOR POP-UP SPRINKLER PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELBOW PVC SCH 40 STREET ELBOW PVC SCH 40 TEEPVCSCH40ORELBOWSTREETELBOW PVC LATERAL PIPE NOTES: 1.ALL THREADED FITTINGS SHALL BE WRAPPED WITH TEFLON TAPE. SWING JOINT SIZE SHALL NOT BE LESS THAN HEAD INLET SIZE. ROTARY SPRAY HEADS SHALL BE HUNTER 1-40,1-25,OR APPROVED EQUAL,SUBMITTAL REQUIRED. WHEN SPRAY HEADS ARE LOCATED ALONG SIDEWALK OR CURBING THE HEADS SHALL BE MINIMUM 3” FROM HARDSCAPE AND PIPES MINIMUM 6 ”FROM HARDSCAPE. PRE-FABRICATED SWING JOINT ASSEMBLY WITH O-RINGS MAY BE USED INSTEAD OF INDIVIDUAL PARTS AS SHOWN. 2. 3. 4. 5. o o zBYREV.NO.DATE APPR.DETAIL NO.oCITYOFCAMAS-STREET DETAIL10/21/141 SCD JC <IRRIGATION ROTARY SPRAY HEAD oIR14CXCX INOTTOSCALEDATECO TOP OF SPRAY HEAD FLUSH WITH FINISH GRADE FINISH GRADE /, mm POP-UP SPRAY HEAD SWING PIPE POLYETHYLENE TUBE (LENGTH AS REQUIRED) MALE NPT X BARB ELBOW PVC SCH 40 TEE OR ELBOW MALE NPT X BARB ELBOW 1 1 1 -11 PVC LATERAL LINE NOTES: 1.ALL THREADED FITTINGS SHALL BE WRAPPED WITH TEFLON TAPE. SWING PIPE SHALL BE POLYEHTYLENE AND SIZE SHALL NOT BE LESS THAN HEAD INLET SIZE. POP-UP SPRAY HEADS SHALL BE RAIN BIRD 1800 OR APPROVED EQUAL,SUBMITTAL REQUIRED. WHEN SPRAY HEADS ARE LOCATED ALONG SIDEWALK OR CURBING THE HEADS SHALL BE MINIMUM 3”FROM HARDSCAPE AND PIPES MINIMUM 6 ”FROM HARDSCAPE. 2. 3. 4. o$o DETAIL NO.§REV.NO.BY APPR.DATE CITY OF CAMAS -STREET DETAIL p10/21 /14 SCD1 JC <IRRIGATION POP -UP SPRAY HEAD DETAIL APPROVED BY OIR15crtr INOTTOSCALEDATEco I