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CITY OF CAMPBELL DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 70 North First Street, Campbell, CA 95008 Ph. (408) 866-2150 ; Fx. (408) 376-0958 CHECKLIST FOR STREET IMPROVEMENT PLANS Instructions: This checklist provides advance notification to applicants of the City of Campbell's final street improvement plans and submittal requirements. Using this checklist will expedite your application through the City's review process. Prior to submitting a final street improvement plan list to the City Engineer, please place an in the space to the right of each item below to indicate you have complied with, or place "N/A" to indicate that the particular item doesn not apply. Review applicable sections, which are referenced in parentheses, before checking off each item. SEAL AND SIGNATURE OF ENGINEER OF WORK I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT, AND COMPLETION OF THIS CHECKLIST, AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSION CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. Signature Date (SEAL) I. GENERAL 1. City standard off-site title sheet with applicable notes. 2. 24"X36" sheet size used, including City Standard borders and Blueprint for a Clean Bay Plan Sheet. 3. Title Block/Scale/North Arrow Shown. 4. Plans capable of microfilm reproductions - minimum 1/8 inch lettering. 5. Engineer's name, number, expiration date and signature included on all sheets. 6. Vicinity Map shown (must be microfilmable). 7. Sheet Index and key map included for 3 or more sheets. 8. Limits of Public Works inspection clearly shown on plan, typical section, and bond estimate. 9. Street Light locations/legend/Electric Service Connection Location shown. 10. Elevation tied to City benchmark. Reference City benchmark. OK OK OK OK OK OK OK N/A OK OK N/A OK Page 1 of 6 Printed Name: RCE Expiration Date: APPLICATION NO(S): ADDRESS: COMPLY NOT APPLY CITY COMMENTS ITEMS Print Form ---PAGE BREAK--- 11. Curb grade plans prepared by Public Works have been incorporated into improvment plans and verified as adequate. 12. Curb grade plans prepared by Engineer for review by Public Works and cross-sections @ 50' max. intervals along road frontage and extending 150' min. beyond limits of work. Profile line, centerline, & EP 13. Signing and striping plan plus existing striping included in improvement plans. 14. Development No. (SUB, MS, LUP, DP) shown on each sheet. 15. Verification and land rights for off-tract work (title report, recorded easement, etc.) 16. Permits required from other agencies (Fish & Game CalTrans, Army Corps of Engrs, Flood Control, etc.) 17. Right of entry submitted for review for all off-tract work. 18. Landscaping within the public right-of-way included in improvement plans. 19. Fence required along water district canals. II. ROADS A. TYPICAL SECTIONS 1. Street cross-section shown at 50' intervals maximum (closer intervals may be necessary per the City Engineer). Cross sections slopes shown. 2. Structural pavement design calculations submitted (per Caltrans Highway Design Manual) and correspond to plans. 3. Sidewalk, curb and gutter indicated with details included on plans. 4. Right-of-Way and street width dimensions shown. 5. 2:1 max. cut/fill slopes shown beginning at R/W lines - Soils Report verifying exceptions. 6. Crown Slope indicated. 7. Pedestrian or bike paths shown. 8. Pavement Design Chart shown with T.I. and R-values for review. OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK OK N/A OK N/A OK N/A OK N/A Page 2 of 6 NOT APPLY COMPLY CITY COMMENTS ---PAGE BREAK--- B. PLAN VIEWS 1. Radius of curvature shown on all curves. 2. 20' curb return radii shown for major thoroughfares and industrial streets. 3. 24' min. curb opening for private road intersection. 4. Horizontal curves and sight distance designed per Highway Design Manual. 5. Cul-de-sac radii (35' min.) shown. 6. Private road turnarounds shown. 7. R/W and street width dimension shown. 8. Centerline stationing shown at 50' intervals. 9. Curve info provided in table format (i.e. BC/EC station, offset, radius, and delta). 10. Lot/parcel lines and numbers/letters indicated. 11. Valley gutters indicated. Flag flow line elevations at quarter points on curb returns and valley gutter centerline. 12. Stationing and offsets of all drainage structures shown. 13. TC/RIM elevations at all drain structures w/ invert and FL elevations shown. (Invert and FL elevations may be shown on profile if preferred. If profile is not on same sheet as plan view, TC/RIM, invert, and FL elevations must be shown on plan and profile.) 14. Drainage easements shown and dimensioned. 15. Location of underground pipes and utilities shown for laterals and main lines (i.e. sanitary sewer, gas, water, etc.). 16. Street monuments shown. 17. Off-tract slope easement shown, with x-sections, topo and offer of dedication for slope easement submitted for review. 18. Pedestrian Paths shown. Basic grade shown. 19. Wheelchair ramps shown at returns with details. C. PROFILES 1. Vertical curves designed for proper speeds per Highway Design Manual. 2. Minimum vertical curve observed. 3. Curb returns and cul-de-sac profiles shown (high and or low points indicated when vertical curve is used. OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK OK OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK OK OK OK OK N/A N/A N/A N/A N/A Page 3 of 6 NOT APPLY COMPLY CITY COMMENTS ---PAGE BREAK--- 4. Vertical curve used for grade breaks greater than on sag curves). 5. 6% maximum gradient observed @ intersecting streets. 6. 6% maximum grade observed across intersections. 7. 1% minimum grade observed on all streets. 8. Maximum street grades per ordinance. 9. Underground pipes and utilities shown. 10. Existing ground at centerline shown. Where topography is steep, existing ground left and right of centerline has been shown. 11. Finish grade profile for centerline and for top of curb shown (left & right) if special grades required. 12. Cul-de-sacs all have 1% to 4% cross slope between gutter lip and high point. 13. Super elevation grades shown where required by Highway Design Manual. 14. Back of curb flow diverters indicated on proposed county streets with grades over 5% when no sidewalk installed. 15. Centerline profiles of intersecting streets shown to their point of intersection. (Showing curb return or other profiles in lieu of the centerline profile is not an adequate or correct representation.) 16. Off-tract profile to catch point shown where road is constructed to subdivision boundary. 17. Centerline stations and elevations shown @ 50' minimum intervals and @ all BVC, EVC, PIVC, and grade breaks. 18. Profile slopes indicated. III. DRAINAGE A. HYDROLOGY - HYDRAULICS 1. Contours shown for 100 feet + beyond property. 2. 100 year water surface calculations completed when natural watercourse or drainage facility flows through or adjacent to subdivision or the property lies within flood hazards or flood prone area and water surface shown on plans. 3. EGL, HGL, F1, E1, Q, A, S, V, freeboard at structures, structure losses, tailwater assumptions, super or subcritical flow all indicated. 4. Adequacy of in-tract drainage system verified. 5. All starting water surface calculations adequately verified. (When computing beginning water surface in natural watercourse and no obvious point of control is available, begin 500' and work up to point in question.) OK OK OK OK OK OK N/A N/A N/A N/A N/A N/A OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A N/A N/A N/A N/A N/A OK OK OK OK OK N/A N/A N/A N/A N/A Page 4 of 6 NOT APPLY COMPLY CITY COMMENTS ---PAGE BREAK--- 6. Adequacy of off-tract drainage system verified. B. EASEMENTS 1. Easements shown on map are shown on plans. 2. Off-tract drainage improvements (plan and profile) and accompanying easements shown. Off-tract offers of dedication for drainage easement submitted for review. 3. Off-tract work to be done but no easement requirements. Right of entry submitted for review. 4. Easement widths indicated for closed conduits, open channels. 5. Sufficient X-sections submitted to verify easement width and Development rights for open channels. 6. Access and ingress easements shown, graded to be useable. 7. Minimum 12' ingress easement to public way provided to all access easements. 8. Minimum 40' centerline radius for access easements shown. 9. Structure setback line indicated and location verified with X-sections for unimproved channel. 10. Fences shown as required where street crosses watercourse or drainage structure. 11. Fences shown as required at outside boundaries of open lined channel easements and water district canals. C. STRUCTURES 1. Inlet detail shown for new inlet installation. 2. Inlet depths without manhole bases and max. dia. Pipes through inlets observed. Type A 6' CC 3011 36" front 30" side Type B 12' CC3012 36" front 30" side Type C 4' CC3013 36" front 24" side Type D 6' CC3016 36" front 24" side Type E 4' CC3017 36" front 24" side 3. Max. diameter pipes through manholes observed. Type I 24" CC 3020 Type II 42" CC 3021 Type III 60" CC 3022 4. 1.25" minimum freeboard in inlets and manholes. 5. HGL shown in all structure profiles. 6. Structure type indicated on plan or on structure list on same plan sheet. OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OK OK OK OK OK OK N/A N/A N/A N/A N/A N/A Page 5 of 6 NOT APPLY CITY COMMENTS COMPLY N/A OK ---PAGE BREAK--- D. PIPES 1. Closed conduit minimum slope of 0.005 observed. 2. Natural watercourses are placed in closed conduits for flows less than 80 cfs. 3. Storm drain calculations submitted and correspond with plans. 4. Water directed into inlet does not reverse the direction of flow. 5. Minimum centerline radii of pipe checked. Beveled RCP specified (bevel one or both ends) and stationing of EC and BC indicated. 6. Outlet protection for closed conduits or lined channels provided. 7. 2' minimum cover over pipe observed (provided manufacturer specs does not require more) unless special design and calcs. 8. Design Q shown on pipe profile. 9. Minimum cleansing velocity of 2 FPS with half design flow observed. 10. 18" minimum pipe size. E. CHANNELS 1. Maximum velocity in earth channel verified by soils report - minimum velocity 3 FPS. 2. Improved earth channel side slopes shown to be 2:1 or less steep as specified by soils report. 3. Lined channel side slopes as specified by soils report. 4. Areas noted to be cleared of structures, trees, brush, and debris within natural channel and watercourses. OK OK OK OK OK OK OK OK OK OK OK OK OK OK N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 6 of 6 J:\FORMS\Templates\Land Development\Street Improvements\Checklist for Street Improvement Plans STATIC form2.pdf Rev. 1/12 NOT APPLY COMPLY CITY COMMENTS