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Proposal 144 - Proposal - Hamers - 1995-10-26 ROBIN B. HAMERS 234 e 17TH ST SUITE 205 S. ASSOCIATES, INC. COSTA MESA,CA 92627 CIVIL ENGINEERS PLANNERS SURVEYORS (714]548-1192 October 26 1995 Board of Directors Costa Mesa Sanitary District P 0 Box 1200 Costa Mesa CA 92628 RE PROPOSAL TO BEGIN PROJECT PROJECT 1112100-144 MANHOLE REHABILITATION Dear Board of Directors Enclosed is the project description as fully described in the 1995-96 Capital Improvement Program The project consists of rehabilitating various manholes experiencing such problems as deterioration due to gas concentration corroded metal steps worn out rings and covers worn out manhole channels at the bottom of manholes and manholes needing to be raised or lowered to match the street surface elevation The District field crews and Inspector keep notes of manhole deficiencies as a part of their regular course of business throughout the year The notes are forwarded to the District Engineer for inclusion in a capital replacement project However if any manhole problem is found to be severe and requires immediate attention it is repaired immediately under a purchase order As shown in the 1995-96 budget it is proposed to complete the design phase at the standard hourly rates shown below not to exceed $9 500 Engineer $ 59 00/hr Drafting 47 00/hr Please note that billing is only for actual time worked Si clenLrrl'el y LI R bin B Hamers RBH/jp/proposal cms td Printed on Recycled Paper I ,C Proiect 1112100-144 Manhole Rehabilitation The project will rehabilitate various manholes with various problems throughout the District as described below Adjacent to each pumping station is a sewer manhole where the last leg of the gravity system exists prior to entering the pumping station This manhole usually has two or more sewer lines flowing into it and serves as a confluence manhole for all flows entering the station Due to the turbulence associated with the confluence causing high strength gas concentration, plus gas coming from the pumping station wet well into the manhole, erosion of the manhole walls and bottom occurs It is proposed to coat the manhole interior with industry standard polyurethane coating which will prevent erosion Prior to receiving the coating the walls will be built back to full thickness and waterproofed Other manholes in the District require various other rehabilitation methods such as replacing corroded metal steps with plastic steps replacing ring and covers worn from traffic, adjusting manhole covers to the appropriate elevation, rechanneling manhole bottoms , and replacing aluminum access covers to pumping station wet wells Also, one pumping station requires a repair coating on the existing polyurethane coating on the walls An estimate of the project costs is as follows Design $ 9, 500 Construction 65, 000 Inspection 9, 500 Reserve or Contingency 16, 000 TOTAL $100, 000 - 3 - / Soule Engineering Corporation consulting engineers architects 1501 Qua,)Street 714/476-3300 P.O. Box 3030 FAX 714/721-7142 Newport Beach, CA 92658-9020 Telex 685561 TRRr1SPORTRTIOrl SERVICES Mr Robin Hamers, District Manager/Engineer August 29 1995 COSTA MESA SANITARY DISTRICT Post Office Box 1200 Costa Mesa, CA 92628-1200 1995-96 Capital Improvement Program (CIP) Review I have completed my review of the Costa Mesa Sanitary District (District) s CIP report for the 1995-96 fiscal year The review consisted of reading the project descriptions, telephone conversations with District staff(Robin Hamers) and an independent analysis of construction costs, design and construction engineering costs, and contingency costs. The following represents my analysis of each of the CIP projects: This is the fourth independent review of the District s CIP program, 1992 93 being the first year reviewed. The 1995-96 proposed improvement projects appear warranted and the report continues to properly reflect the on-going capital improvement program. Project 1112100-144 Manhole Rehabilitation This is the first on what appears to:be an on-going rehab of manholes. Existing manholes are experiencing deterioration due to gas and flow turbulence. Project will rebuild walls to bring them back to standard thickness prior to coating with polyurethane. For budget purposes the estimated design/construction cost and contingency cost appear reasonable. It is suggested that future and similar projects include a location/vicinity map and/or estimated cost per location. i•