CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST

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CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for preparation and submittal of for review by the. If these minimum requirements are not met, the improvement plans will be returned unchecked as an incomplete submittal. The checklist is intended as a general guideline to the preparer for typical improvement plans. A. Submittal Requirements The initial submittal of shall include the following: Applicant 1. Sanitary sewer improvement plans, three (3) folded copies. 2. Submit a Sewer Area Study and calculations report using County of Los Angeles Department of Public Works format, two (2) folded copies. 3. Project conditions of approval. The applicant s engineer shall verify that all conditions of approval have been met. Submit two (2) copies. 4. Street improvement plans, two (2) folded copies (if applicable). 5. Dedications and/or vacations. Submit legal descriptions, title report documents, plot map reference and right of way exhibits, two (2) copies (if applicable). 6. Estimate of quantities, two (2) copies. 7. Utility as built plans (water, storm drain, electrical, communications; etc.), two (2) folded copies (if applicable). 8. Provide relevant agreements (e.g. reciprocal access, construction easements, etc.), two (2) copies. Revised: 2/23/2011 Page 1 of 6

B. Title Sheet Requirements All sheets shall be presented on D size (24 x 36 ) standard sheet. The submittal of sanitary sewer improvement plans for approval and/or permit shall be printed on 4 mil double matte mylars. Plan must include the following: Applicant 1. Sanitary sewer general and construction notes and estimate of quantities. 2. Legible key map (preferred scale 1 inch = 100 ft). Highlight project location, identify sheet index, and limits of improvements. 3. Legible vicinity map (preferred scale 1 inch = 200 ft) and highlight major cross streets. 4. Index to standard drawings referencing Standards (website:http://www.beverlyhills.org/government/pwtrans/engineering/sta ndard_drawings.asp), County of Los Angeles Standards, Caltrans standards, Standard Plans for Public Works Construction; etc.; as applicable. 5. Development name and/or address in title block (if applicable). 6. Typical sanitary sewer cross section(s). Provide street cross section(s) with proposed sanitary sewer line location. Identifying all other existing utilities with vertical and horizontal clearances. 7. Include stormwater pollution control requirements notes for sanitary sewer construction. 8. Use and provide a benchmark approved by the Department of Public Works and Transportation. 9. Provide the applicant engineer s company name, logo, address and telephone number along with the name and license number or engineer s stamp (signature required on final plans only). 10. Revision block shall be provided with an area for description, private engineer s approval and date of approval, revision number, plan check engineer s approval and date of approval. 11. Include a Private s Notice to Contractors. Revised: 2/23/2011 Page 2 of 6

12. Include the Basis of Bearing for the Street Centerline (if applicable). C. General Plan and Profile Requirements Applicant: 1. North arrow (point up or to the right). 2. Plan shall be at scale 1 inch = 20 ft or 1 inch = 40 ft. Profile shall be 1 inch = 2 ft or 1 inch = 4 ft. Double vertical scale shall be approved by the City and shall be indicated on the profile. 3. Identify all adjacent streets and sanitary sewers with reference to City or County record plans, (example P.C. 2015, CC 1500), (if applicable). 4. Sanitary sewer centerline stationing to be used on both plan and profile and shall preferably read from left to right. Whenever possible, match plan stationing with profile stationing grid. Sanitary sewer alignment shall be tied or referenced to existing street centerline stationing (if applicable). 5. Label stationing at 100 feet with a tick mark (e.g. 1+00). 6. Label sanitary sewer stationing for plan and profile at: point of connection, BC, EC, slope break, lateral connections, and center of manhole. 7. Show proposed sanitary sewer with a solid thick line and existing sanitary sewer with dashed lines. 8. Indicate areas of pavement removal for trenching operations. Show typical trenching detail (T cut) consistent with City approved standards for Asphalt Pavement removal, grinding, and overlay (Standard drawing BH 114) 9. Sheet layouts shall have match lines at even 100 ft stations or at half stations, whenever possible. 10. Profile shall identify all sanitary sewer crossing utilities. Utilities shall be labeled with size and utility name. All crossing utilities shall be potholed for verification. 11. Label sanitary sewer profile invert elevations at: point of connection, center of manholes, center of cleanouts and at lateral connections. 12. Sanitary sewer manholes shall be shown on profile with invert elevations indicated on both ends of manhole. Revised: 2/23/2011 Page 3 of 6

13. Place manholes on even stations or 25 ft. stations where applicable. 14. Maximum manhole distance to be 350 ft. 15. Elevation of tops of manholes to be shown on profile. 16. Include construction notes as they apply to each sheet only. Do not refer back to construction notes on the title sheet. 17. Profile shall identify pipe reaches with pipe length, and size (e.g. 200 LF 8 VCP). 18. Identify all existing and proposed right of way lines, property lines, City limit lines, and easement lines. 19. Include disposition notes for existing and proposed sanitary sewers. Sanitary sewers to be maintained by others shall be labeled accordingly (ex: County maintained sanitary sewers (e.g. sewer trunk lines) shall be labeled MAINTAINED BY LACSD. 20. All angle points along sanitary sewer alignments shall include a manhole or a cleanout. 21. Dimension streets. Identify right of way width, street width and parkway width. 22. All existing utilities shall be labeled on plan with utility owner, size, and dimension to centerline or right of way. Line type for each utility shall be unique. A utility legend shall be included on plans. 23. Call out manholes and pipe diameters on plans. 24. Show existing overhead and underground public utilities and facilities. Show necessary relocation, reconstruction, adjustment notes and responsible party. 25. Sanitary sewer plans shall reference City Standards or Standard Plans for Public Works Construction. Provide specifications, notes, details or other approved Standard Drawing Nos. if different from City standard. Revised: 2/23/2011 Page 4 of 6

D. Resubmittals Applicant 1. Provide previous marked up check prints. 2. Provide revised plans, three (3) folded copies. 3. Provide additional documents requested by the plan checker. 4. Provide adjustment or additional fees. Revised: 2/23/2011 Page 5 of 6

LETTER OF TRANSMITTAL TRACT NO. : SUBMITTAL DATE: APPLICANT : SUBMITTAL #: SUBMITTED BY: SUBMITTED TO: Company: CITY OF BEVERLY HILLS Name: 455 NORTH REXFORD DRIVE Phone No.: BEVERLY HILLS, CA 90210 Fax No.: Email Address: Please find the attached items as part of the above mentioned submittal package. Sanitary sewer plan improvement plans. Sewer Area study report. Project conditions of approval. Street improvement plans. Dedications and/or vacations. Submit legal descriptions, title report documents, plot maps, etc. Estimates of quantities Utility as built plans. Provide relevant agreements (e.g. reciprocal access, construction easements, etc.). REMARKS COPY TO: SIGNED: Revised: 2/23/2011 Page 6 of 6