a) Streets;

b) Water as specified;

c) Sanitary sewers;

d) Storm drains;

a) Project name.

b) Design Engineer's name, address, telephone and fax number, and email address/website.

c) Developer's name, address and telephone number, and email address/website.

d) Vicinity Maps showing the location of the project in respect to the nearest major street intersection and a minimum of 500 feet around the site.

e) Legend including all symbols and line types used on the construction drawings.

f) General construction notes matching format and content of notes in Appendix B. Where there is insufficient room on the cover sheet, the notes can be included on a subsequent sheet.

g) Sheet index located near lower right comer.

h) Include a summary table listing the number of lineal feet of new streets and mainline utilities to be constructed. Do not include existing streets or utilities that are being replaced as part of the project with the same length. Do not include service laterals. Identify the length of new streets and/or utilities under County or ODOT jurisdiction separately from those under City jurisdiction.

i) The City Planning Department file or docket number shall be listed for projects which required land use approval.

a) The location and elevation of a National Geodetic Survey, United States Geological Survey, State Highway, Marion County or City of Silverton bench mark which the elevations shown are based shall be shown or noted. Temporary bench marks on or near the project site shall also be shown.

b) Right-of-way lines, property lines, easement lines (including those outside the project but intersecting or within 150 feet of the project boundaries).

c) Show (& list the recording reference numbers of) all existing easements affecting the property (on-site & off-site), and provide callouts with blanks for the proposed new easements (the recording references for proposed easements are to be inserted at the as-built stage).

d) Existing and proposed streets, curbs, sidewalks, handicap ramps and driveways within the project and within 150 feet of the project boundaries.

e) Existing and proposed sanitary sewers, storm drains, waterlines and appurtenances within the project and within 150 feet of the project boundaries.

f) Existing franchise and private utilities within the project and within 150 feet of the project boundaries.

g) Lot or parcel numbers, street names and other identifying labels (including tax lot and address numbers for all existing properties shown). New street names are subject to the approval of the Director.

h) Location and description of existing survey monuments, including but not limited to street monuments, property monuments, section comers, quarter comers and donation land claim comers within or adjacent to the limits of the work area.

i) Public and franchise/private utilities and other facilities to be relocated.

j) Street light and area light pole locations based on a photometric design acceptable to the City, subject to City location and maximum spacing standards.

k) Existing drainage patterns within the project and within 150 feet of the project boundaries.

l) Floodplain, floodway, and wetland boundaries including floodplain elevation with FEMA map reference.

a) Utilities and vegetation in conflict with the construction or operation of the street and public utilities. Vegetation to include trees greater than 6 inches in diameter and landscape plantings within the right-of-way and easement areas.

b) Public and franchise or private utilities to be relocated.

c) Match lines with sheet number references.

d) All existing survey monuments within or adjacent to work areas.

e) Additional information as outlined below or as required by the City based on unique or unusual features of the project.

a) Street stationing shall be tied to existing property comers, centerline of intersections, and/or existing street monuments.

b) Location, alignment, and stationing of existing streets and proposed street centerline and curb faces. Location of all curbs, driveways, edge of pavement, sidewalks, etc. shall be dimensioned from right-of-way centerline, easement boundary or other means so that its location is clearly defined.

c) Bearing of all street centerlines.

d) Horizontal curve data of street centerline and curb returns, including stationing of point of tangency and point of curvature, length of tangent, length of centerline curve, delta angle, radius point, and centerline radius.

e) Location of existing and proposed street centerline monuments.

f) Centerline stationing of all intersecting streets.

g) Curb return plan view details (scale not to exceed 1" = 10', with all running slopes & cross slopes of sidewalks, pedestrian ramps & landings labeled) and separate curb return profiles (showing gutter grades) for all curb returns with pedestrian ramps, to demonstrate compliance with PROWAG requirements. Where centerline street grades and cross slope street grades of both intersecting streets is less than 1% (including through the entire intersection), the Director may allow plans to show only top of curb elevations along curb returns at quarter­ points on the curb return detail views.

h) Location of the low points of street grades and curb returns.

Crown lines along portions of streets transitioning from one typical section to another.

i) Location, alignment & dimensions of all street frontage sidewalks, including sidewalks to be constructed with the project and sidewalks which are deferred to a future date. Sidewalks to be constructed with the project and those deferred to the future shall be clearly designated, and all required sidewalk easements shown & labeled.

j) For residential projects or multi-tenant commercial projects, the location of CBU mailboxes shall be shown (location must be acceptable to the local postmaster), and the ADA access path to the CBU mailboxes must be designated per OSSC 1111, with a note designating that the CBU and the required ADA access path to the CBU must be constructed prior to City acceptance of the street improvements.

l) Partial street improvements must be based on a full street design (i.e. provide full design as if the entire street were being constructed as part of project, including design of sidewalks & driveway approaches, etc. on both sides), with the portion actually to be constructed as part of the project being clearly designated on the plans.

m) For all streets which are anticipated to experience significant truck traffic (as determined by the Director), and for driveways or access points which will accommodate truck traffic, wheel path templates shall be included on the drawings to demonstrate that the proposed improvements allow vehicular turning movements without encroaching onto sidewalks or crossing curbs outside of the defined driveway or vehicular access path.

a) Location, stationing, size, and material of existing and proposed storm drains and appurtenances. Show drainage facilities upstream and downstream of the project as required to illustrate conditions affecting the design.

b) Drainage facilities located outside of public right-of-ways shall be stationed from the downstream end. For all manholes, catch basins, etc., located in or adjacent to streets, drainage facility stationing shall correspond to the street stationing.

c) Mainline stationing of all service tees.

d) Location of all manholes, cleanouts, junction boxes, pipelines, ditches, etc. shall be dimensioned from right-of-way centerline, easement boundary or other means so that its location is clearly defined.

e) All manholes and other structures shall be numbered and stationed to facilitate checking the plan views with the profile.

f) Alignment, size and depth at property line or easement line of proposed storm drain laterals.

a) Location, stationing and size of existing and proposed sanitary sewers and appurtenances.

b) All sanitary sewers shall be stationed from downstream manholes to upstream manholes.

c) Location of all manholes, cleanouts, pipelines, ditches, etc. shall be dimensioned from right-of-way centerline, easement boundary or other means so that its location is clearly defined.

d) Mainline stationing of all service tees.

e) All manholes, cleanouts and other structures shall be numbered and stationed to facilitate checking the plan views with the profile.

f) Existing City manholes numbers shall be used for all existing manholes or mainline cleanouts shown. Following acceptance by the City, each new sanitary sewer manhole and new mainline cleanout shall be identified on the as-builts with a number provided by the City.

g) The following information shall be provided for all sanitary sewer service laterals.

a) Location, stationing, size, and material of existing and proposed water mains and appurtenances.

b) Each valve and fire hydrant shall be identified and stationed to facilitate checking the plan views with the profile.

c) Location of all waterlines and hydrants shall be dimensioned from right-of-way centerline, easement boundary or other means so that its location is clearly defined.

d) Waterline stationing shall be independent of the street stationing.

a) Profile views shall be to the same horizontal scale and on the same sheet as the corresponding plan view.

b) Match lines with sheet number references.

a) Original ground & finish grade profile along the centerline and curbs as appropriate. For off-set or super-elevation cross-sections, both curbs shall be profiled. Ditch invert profiles shall be shown where curbs are not to be constructed. Profiles at intersections or cul-de-sacs shall be extended to the back of the far side PUE as a minimum, and to the top/bottom of cut or fill slopes where applicable.

b) Stationing, elevations and percent slopes for centerline and/or top of curb profiles.

c) Beginning point of all vertical curves, points of vertical intersection, end of vertical curve, length of vertical curve, K-value and design speed, and low point of vertical curve if a sag curve.

d) Projection of the profile of streets that may be extended or reconstructed in the future. The projected profile shall extend a minimum of 200 feet beyond the proposed work limits. The City may require profiles to be extended further where necessary due to topography or to demonstrate ability to tie to existing streets. Projected profiles shall be designed to be compatible with the restraints of the terrain.

e) The top of curb profiles for all cul-de-sacs, including vertical curves for any grade changes exceeding 1%, with a K-value not less than three (3).

f) Separate curb return profiles (showing gutter grades) for intersection curb returns in accordance with requirements under PWDS 1.10.g.2.g. The location of all pedestrian ramps shall be indicated and labeled on the curb return profiles.

g) Unless otherwise approved or required by the City, cross sections showing existing and proposed finish grade shall be shown at 25 foot intervals to demonstrate that the proposed street grades match the surrounding grades and address drainage concerns, as well as to determine the need for slope easements, as well as at existing driveways or other access ways. Unless otherwise approved by the Director in existing developed areas, the cross sections shall extend a minimum of 50 feet beyond the right-of-way line where existing cross slopes are less than five percent (<5%) and a minimum of 25 feet beyond the right-of-way line where existing cross slopes are greater than five percent (>5%).

h) Profiles for partial street improvements shall include information for both the turnpike construction (including ditch profiles as applicable), as well as future street profiles, including cross section profiles.

a) Profile of existing and proposed ground surface along centerline of pipe and pipeline, with rim and pipe inverts at each manhole, catch basin, etc., and the hydraulic grade line (HGL) as supported by the drainage study.

b) Manholes and other appurtenances shall be numbered and stationed to match the corresponding plan view.

c) Size, slope, pipe material and class, length of storm pipe and class of backfill between consecutive manholes, catch basins, junction boxes or cleanouts.

d) All existing or proposed public and franchise or private utilities crossing the profile and any existing utilities which potentially are in conflict with construction of the improvements.

e) Existing drainage facilities, including offsite facilities upstream and downstream which affect the design (i.e. size and capacity of upstream and downstream system).

f) Profiles for ditch and creek flow lines shall be extended as appropriate to illustrate conditions affecting the design beyond the project, both upstream and downstream. Typical cross sections shall also be shown.

g) Where mainline storm cleanouts are approved for storm lines which will be extended in the future, plan and profile showing the alignment and depth of the anticipated future extension from the proposed cleanout to the next manhole or catch basin shall be included (without mainline grade breaks between structures).

a) Profile of existing and proposed ground surface along centerline of pipe and pipeline, with rim and pipe inverts at each manhole.

b) Manholes and other appurtenances shall be numbered and stationed to match the corresponding plan view.

c) Size, slope, pipe material and class, length of sewer and class of backfill between consecutive manholes.

d) All existing or proposed public and franchise or private utilities crossing the profile and any existing utilities which potentially are in conflict with construction of the improvements.

e) Where mainline sewer cleanouts are approved (PWDS 4.16.b.1), plan and profile showing the alignment and depth of the anticipated future extension from the proposed cleanout to the next manhole shall be included (without mainline grade breaks between manholes).

a) Waterline profiles shall be provided for all waterlines within existing right-of-ways or along alignments paralleled (within 15 feet) or crossed by existing public utilities. Waterline profiles will not be required for new waterlines within new right-of-ways unless required to prevent conflicts with proposed utilities. All water lines 12” or greater shall be profiled.

b) Profile of existing and proposed ground surface along centerline of pipe and pipeline, as well as existing and proposed pavement surface of adjacent streets (where applicable).

c) Location of valves, fittings, fire hydrants and other appurtenances with all valves and fire hydrants numbered and stationed to match the corresponding plan view.

d) Size, pipe material and class, depth of cover and class of backfill and surface restoration.

e) All existing public and private utilities crossing the profile and any existing utilities which potentially are in conflict with construction of the improvements.