Full Text
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 ON-SITE GRADING AND DRAINAGE Instructions: This checklist provides advance notification to applicants of the City of Campbell's final on-site grading and drainage plans and submittal requirements. Using this checklist will expedite your application through the City's review process. Prior to submitting a final on-site grading and drainage plan list to the City Engineer, please place an in the box indicating that you have complied or that the particular item does 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 on-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 must be clearly readable before and after microfilm reproductions. 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. Cross sections as needed for clarity. 9. All adjacent streets labeled correctly. 10. Reference to City benchmark. 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 Page 1 of 3 Printed Name: RCE Expiration Date: APPLICATION NO(S): ADDRESS: NOT APPLY COMPLY CITY COMMENTS ITEMS Print Form ---PAGE BREAK--- 11. Existing and proposed property easement lines. 12. Streets dimensioned (existing right-of-way, pavement, curb, gutter, sidewalk and parkways.) 13. Adjacent Properties labeled as to use. 14. Provide an Erosion/Sediment Control plan identifying temporary storm drain and BMP protection during construction. II. GRADING 15. Stencils at storm drainage facilities labeled as "Flows to Bay". 16. 1' contour lines (existing and proposed). 17 Existing and proposed building locations and pad elevations. 18. Proposed elevations at high points, grade breaks, and other significant locations. 19. Finished grade elevations at building corners. 20. Lot corner elevations and the elevation at the high point in the yard. 21. Side and rear yard topography extending a sufficient distance beyond property line (20' minimum) to determine that proposed grading will not impede existing drainage patterns. 22. Existing and proposed fences or retaining walls. 23. Quantities of cut and fill in cubic yards. 24. Lots numbered and dimensioned per final map. 25. Grading conforms to approved preliminary plans. 26. Sufficient elevations on adjacent parcels must be indicated to demonstrate that proposed grading will not impede existing drainage patterns. III. DRAINAGE 27. Location and elevation of overland release to public storm system shown. 28. Roof drainage downspout locations shown. 29. Interior drainage facilities identified (catch basin, pipes, swales, etc.). 30. Size, grate elevation and invert elevation of all inlets shown and cross section of drainage swales shown. 31. Pipe materials, slopes and sizes shown. 32. Channelization of flows to adjacent properties will not be allowed. 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 Page 2 of 3 N/A OK OK OK OK N/A N/A N/A OK OK OK OK OK OK N/A N/A N/A N/A N/A N/A NOT APPLY COMPLY CITY COMMENTS OK N/A OK N/A OK N/A ---PAGE BREAK--- 33. Sheet flow across public property will not be allowed. 34. Runoff from impervious areas should be channeled to pervious areas. Direction of flow from impervious to pervious areas shown. 35. Amount of proposed pervious area and proposed impervious area (in square feet). 36. Drainage calculations using the numeric sizing criteria, if applicable. 37. Calculations sizing the selected BMP based on results from the numeric sizing criteria, if applicable. 38. Dimensions, cross sections and slopes, if applicable, of the selected BMP to treat the site shown. 39. Vegetated drainage swales, filter strips and/or other treatment devices shall be designed to store runoff and drain when at capacity. Elevations of swale features (i.e. top of swale, basin of swale, top of overflow grate, etc.) shown. IV. NOTES 40. City of Campbell GENERAL GRADING AND DRAINAGE NOTES are included on the plans. V. SEAL OF ENGINEER OF WORK 41. Seal of Engineer of Work shown on plans as follows: SEAL 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 as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with current standards. The design shown hereon is necessary and reasonable and does not restrict any historic drainage flows from adjacent properties nor increase drainage to adjacent properties. I understand that the check of project drawings and specifications by the City of Campbell is confined to a review only and does not relieve me, as Engineer of Work, of my responsibilities for project design. Engineer of Work Name, P.E. Date (Firm Name) (Firm Address) (Firm Telephone) RCE # Expiration OK N/A OK N/A OK N/A OK N/A OK N/A OK N/A OK OK OK N/A Page 3 of 3 OK N/A J:\FORMS\Templates\Land Development\Grading & Drainage\Checklist for On-Site Grading and Drainage STATIC form2.pdf Rev. 07/11 CITY COMMENTS NOT APPLY COMPLY