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Project 183-2 -Proposal - Robin Hamers - 2008-12-01 BN ROBIN B. HAMERS & ASSOC., INC. 234 E. 17TH ST SUITE 205 R �I CIVIL ENGINEERS PLANNERS SURVEYORS COSTA MESA, CA 92627 since 1981 Phone 949/548-1192 Fax 949/548-6516 December 1 2008 Board of Directors Costa Mesa Sanitary District 628 W 19th Street Costa Mesa, CA 92627 RE. Proposal to Begin Design Phase Project#183-2 Bristol Street Sewer n/o Randolph Dear Board of Directors Project #183 is an on-going project in the Capital Improvement Program (CIP) with a yearly funding of $700 000 The funding allows the District to repair and rehabilitate the 330 mile sewer system as needed based on the CCTV project results The first project completed under the program was the elimination of the hotspot (defined as a line segment requiring cleaning more often than once per year) at Victoria Street and Harbor Blvd This proposal is similar as a 175 foot line in Bristol Street northerly of Randolph Avenue is a hotspot requiring quarterly cleaning due to two large sags in the line. Sags collect debris and grease which solidifies into a mass that blocks the flow One of the sags is so severe the water level is up to 10 o clock and 2 o clock in the pipe. The main line serves the Camp on the west and the Lab on the east, both of which have multiple restaurants. The Camp on the west does have grease interceptors but the Lab does not, having been built prior to the FOG program inception. The Lab is monitored regularly and may be considered for interceptors if the reconstruction of the sags does not eliminate the hotspot. In addition to the reconstruction of the aforementioned line two downstream manholes need rebuilding the channels and there is another sag adjacent to one of these manholes, all as shown on the attached Exhibit A Please note sags cannot be removed with no-dig technology since the liner pipe automatically assumes the slope of the host pipe Sags are low points where there is a dip in the line One option to be investigated during the design phase will be reconstructing only the northerly 40 feet of the sewer main where the sags are located. The proposed budget for the project is shown below and it is recommended the Board authorize the design phase to be completed at the following hourly rates, not to exceed the total shown for the design phase costs. Costs for soils engineering and traffic engineering are by separate agreement between the consultants and the District. Because the construction limits are so small, the standard of determining the design phase as a percentage of the construction cost is not possible. It is also noted Bristol Street is under a City of Costa Mesa street cut moratorium that ends in September 2009 Construction is scheduled to begin shortly after the moratorium. Construction during a street cut moratorium requires extensive pavement reconstruction Estimated Construction Costs 1 175 L.F 8' VCP @ $350/ft $ 61,250 00 2. Rechannel 2 MH's @ $2,500/ea 5 000 00 3 Sag in Randolph Sewer LS @ $15 000/LS 15,000.00 SUB-TOTAL $ 81,250 00 Contingencies 15% 12,187.50 Project Budget $ 93 437 50 Proposed Project Costs Design, RBH $ 15 440 Soils Engineering Report $ 10 000 estimate Traffic Engineering $ 10 000 estimate Construction $ 93 437 Inspection Staking Admin $ 14 140 Reserve $ 15,000 TOTAL $158 017 RBH Hourly Engineering Rates Engineer $ 85 per hour Inspector $ 60 per hour 2-man survey Crew $230 per hour Billing is only for actual time worked and the design phase work is proposed up to the point of bid opening. Sincerely Robin B Hamers P E. ores a vn� IJco69 I N aA W N „ - W I N / 743 739 735 2.8500 115(2696`4 NV 2162 \p r 5t¢Z Si 2.99 ool s V 99 m \- N to 1 2976 2970 N CO 3 52 9 m 3£G¢ 2966 N o - <��° o / .' . I 2956 t31 °c •v 3151)1 — 0 N O —294fi SY00 7 ��� ° a y Mees Of < N G*rtP e9"� 6 Sr12 Cu o m �\ •N s+5300 6 '0 bG m O / 9 5 (32.08)co m p bra 5 m • .t60 Cu v O V 6.631 a' �o ExN 161T ftA�� '9 ° b 4— / PR oTEGT xrex 0 #1 53-a, 01 4 3 a /� •c. q \� 2 3{ • / 9' ti S t..dEe N/o R�v.1Da."4 fir6z y �9� l j- L ocAtioN of oZ SAC1S CWNst.E I (ro NO.3631 / ` 63 e^ �,c0 4 psi LA'f�k/tllr GoNKSCr 0.3610 \ ,6`,50 ti ti 1 2927 ,// FRoPoSED 175 jor65 °?% / f�Dpl SACS or REtFRFslura72ont ]9f 2960) / o r.S11Ae,t,IrMt ��°.� j,�a/O" 720 714 708 702 696 698 590 / ' TRACT 3 4 a 6 .z m ' �� N \ o e � e I n q0 • S-60.203 a30.B6 4� ti� RANDOLPH AVE. _ n' ^, ti`' o,A`9B v n in n 1 tico \4 \e t\ • NO s e N0. 952 727 721 715 709 703 697 691 iMP 1 'U >T416u An46t5 D trrr 178 — / #183-2 Design and Inspection Worksheet Design Surveying (topo) 8 hrs. @ $230/hr Engineering 160 hrs. @ $85/hr Total = $15,440 Inspection Surveying (staking) 8 hrs. @ $230/hr Inspection 120 hrs. @ $60/hr Engineering/Admin. 60 hrs. @ $85/hr Total = $14,140