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Item #07a Approval of the Integration of Water Main Replacement and Upgrades on Bluford Avenue with the Downtown Sewer – Western Transmission Main Project ocoee florida AGENDA ITEM COVER SHEET Meeting Date: January 5, 2016 Item # ca Reviewed By: Contact Name: Charles K. Smith, P.E. Department Director: Char;. y�4 , ,, Contact Number: 407-905-3159 City Manager: Robert Fr., ' ' �' Subject: Approval of the Integration of Water Main Replacement & Upgrades on Bluford Avenue with the Downtown Sewer — Western Transmission Main Project (District 3 — Commissioner de la Portilla) Background Summary: The Downtown Sewer—Western Transmission Main Project consists of the construction of a sanitary sewer forcemain starting at the Ocoee Wastewater Treatment Facility and ending at the intersection of Maguire Road and Columbus Street, via Bluford Avenue. The project shall double the capacity of the City's current conveyance system to the plant. The forcemain route aligns the main in the northbound lane of Bluford Avenue from Silver Star Road to Columbus Street. A portion of the forcemain, from Delaware Street to Columbus Street, is currently under construction associated with the "Bluford Avenue Stormwater and Utility Improvement Project". This also includes the first phase of the downtown sewer project, whose layout is conditionally based on the Technical Memorandum — Final Conceptual Downtown Ocoee Sewer Plan —Analytical Report completed by Reiss Engineering, Inc. (dated 3/18/2014). The final layout of this first phase of work is subject to ongoing planning efforts associated with a new downtown in Ocoee. To fulfill the project, there shall be significant restoration of the Bluford Avenue roadway. The existing water mains along Bluford Avenue in the proposed downtown area (Delaware Street to Silver Star Road), range in size from 2" to 6", and vary in materials which do not meet current City standards. These water lines will not be sufficient to support the redevelopment of a more active downtown. Therefore, staff recommends the replacement and upgrade of those mains to the size(s) that will support the development, and that said replacement be integrated with the construction of the downtown sewer—transmission main project. Based on preliminary costs, the soft costs (planning, surveying, geotechnical exploration, and permitting) are estimated at $75,000, and preliminary construction costs are estimated to be $850,000. Funding for the soft costs of the project can be expended from the Fiscal Year 2016 Annual Major Water Line Replacement & Upgrade Program ($200,000 available). Staff recommends the integration of the water main replacement and upgrades with the downtown sewer—transmission main project, as the integration should lead to benefits in overall pricing, minimizes disruption, and ensures the water and sewer availability is timely to meet the needs for the redevelopment of the downtown area. Issue: Should the Mayor and Commission approve the integration of the replacement and upgrades of the water mains along Bluford Avenue (from Delaware Street to Silver Star Road) to support a redeveloped downtown with the Downtown Sewer -Western Transmission Main Project? Recommendations: Motion to authorize City Manager to cause the integration of the replacement and upgrades of the water mains along Bluford Avenue to support a redeveloped downtown with the Downtown Sewer— Western Transmission Main Project; and use funding from the Fiscal Year 2016 Annual Major Water Line Replacement & Upgrade Program for the soft costs of the work (including but not limited to the planning, surveying, geotechnical exploration, and permitting expenses). Attachments: 1. Technical Memorandum — Final Conceptual Downtown Ocoee Sewer Plan —Analytical Report by Reiss Engineering, Inc. (dated 3/18/2014) 2. Staff estimate of probable construction costs for the water main replacement and upgrades along Bluford Ave (from Delaware Street to Silver Star Road), based on bids received for the "Bluford Avenue Stormwater and Utility Improvement Project" Financial Impact: The Fiscal Year 2016 budget includes $200,000 for the Annual Major Water Line Replacement & Upgrade Program (in 401-533-10-6302) which can be used for the replacement and upgrades of water mains throughout the City including Bluford Avenue. As the funding level needed for construction of the project exceeds current available funds, staff will be seeking outside financing similar to the outside financing needed for the Downtown Sewer—Western Transmission Main Project. Type of Item: (please mark with an `x') Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. N/A Reviewed by 0 N/A 2 CITY OF OCOEE BLUFORD AVENUE UTILITY IMPROVEMENTS PROJECT FROM DELAWARE STREET TO SILVER STAR ROAD PROBABLE ESTIMATE DATE: DECEMBER 2015 Item Quantity Unit Item Description ROADWAY AND DRAINAGE UNIT PRICE EXTENSION 1.01 1 LS Mobilization/Execution of General Requirements(Max.5%) $31,681.76 $31,681.76 _ 1.02 1 LS Prevention Control,Abatement of Erosion and Water Pollution $10,000.00 $10,000.00 1.03 1 LS Maintenance of Traffic $25,000.00 _ $25,000.00 1.04 1 LS Survey Stakeout for Construction/As-Built Survey $15,000.00 _ $15,000.00 1.05 0.0 AC Clearing and Grubbing $11,820.00 $0.00 1.06 0 LS Excavation,Embankment and Grading $48,760.30 $0.00 1.07 0 SY Stabilzation,Type B(LBR 40)(12") $3.80 $0.00 1.08 2,800 SY Base,Crushed Concrete(LBR 100)(10") $17.65 $49,420.00 1.09 0 SY Superpave Asphalt Concrete(SP-9.5)(1.0"Overlay) $6.84 $0.00 1.10 2,800 SY Superpave Asphalt Concrete(SP-9.5)(1.5"Structural Coarse) _ $9.36 $26,208.00 Furnish and Install Concrete Pavers(Holland Stone-Color Biscayne and Rustic 1.11 200 SY Bay Mix) $72.02 $14,404.00 1.12 _ 0 LF Concrete Ribbon w/Reinforcement(12"Thick) $25.13 $0.00 1.13 0 SY Concrete Drives and Sidewalk(6"Thick) $34.29 $0.00 1.14 1,300 SY Concrete Sidewalk(4"Thick) . $26.65 $34,645.00 1.15 0 SY FDOT Curb Ramps/Sidewalk $30.05 _ $0.00 1.16 1,800 LF ,FDOT Type'F'Curb $12.83 $23,094.00 1.17 0 LF FDOT Type'A'Curb $16.75 $0.00 1.18 0 LF Miami Curb and Gutter $16.66 $0.00 1.19 0 LF FDOT 3'Valley Gutter $20.88 S0.00 1.20 0 LF 2'Traffic Separator,Type I Option II $34.65 $0.00 1.21 0 EA Furnish and Install Valley Gutter Inlet(Type 1)J-Bottom(<10') $3,665.11 $0.00 1.22 0 EA Furnish and Install Valley Gutter Inlet y (Type 2)J-Bottom(<10') $3,814.21 S0.00 1.23 0 EA Furnish and Install Valley Gutter Inlet(Type 2)P-Bottom(<10') $2,729.53 $0.00 1.24 0 EA Furnish and Install FDOT Type'9-P'Curb Inlet(<10') $2,542.64 $0.00 1.25 0 EA Furnish and Install FDOT Type'9-J'Curb Inlet(<10') $2,898.35 $0.00 1.26 0 EA Furnish and Install FDOT'P'Manhole(<10') $2,166.69 $0.00 1.27 0 EA Furnish and Install FDOT'J'Manhole(<10') $3,644.88 $0.00 • 1.28 0 EA Furnish and Install FDOT Type'C'DBI $2,038.89 $0.00 1.29 0 EA Furnish and Install Control Structure FDOT Type'C'DBI w/Skimmer $3,491.52 $0.00 1.30 0 EA Storm Structure Pipe Connection $3,106.50 $0.00 1.31 0, LF Furnish and Install Reinforced Concrete Pipe Culvert(Storm Sewer)(18") $46.16 S0.00 1.32 0 LF Furnish and Install Elliptical Concrete Pipe Culvert(Storm Sewer)(12"x18") $46.16 $0.00 1.33 0 LF Furnish and Install Elliptical Concrete Pipe Culvert(Storm Sewer)(14"x23") $54.33 $0.00 1.34 0 LF Furnish and Install Elliptical Concrete Pipe Culvert(Storm Sewer)(19"x30") $66.55 $0.00 1.35 0 LF Furnish and Install Elliptical Concrete Pipe Culvert(Storm Sewer)(24"x38") $90.43 $0.00 1.36 0 EA Mitered End Section(14"x23") $1,234.83 $0.00 1.37 0 EA Mitered End Section(12"x18") $1,220.46 $0.00 1.38 _0 EA FDOT Straight Sand Cement Endwall $16,487.50 _$0.00 1.39 0 SY Sand-Cement Splash Pads $356.50 $0.00 1.40 2,000 SY Sodding(Bahia) $4.30 $8,600.00 ROADWAY& DRAINAGE SUBTOTAL= $238,052.76 CITY OF OCOEE BLUFORD AVENUE UTILITY IMPROVEMENTS PROJECT FROM DELAWARE STREET TO SILVER STAR ROAD PROBABLE ESTIMATE Item Quantity Unit Item Description UTILITIES UNIT PRICE EXTENSION 3.01 0 LF Furnish and Install 4"DIP Water Main w/Fitting and Constraints _ $32.00 $0.00 3.02 0 LF Furnish and Install 6"DIP Water Main w/Fitting and Constraints $72.00 S0.00 3.03 3050 LF Furnish and Install 8"DIP Water Main w/Fitting and Constraints $35.00 $106,750.00 3.04 0 LF Furnish and Install 12"DIP Water Main w/Fitting and Constraints $80.00 $0.00 3.05 0 EA Furnish and Install 4"Gate Valve and Box $766.00 $0.00 3.06 0 EA Furnish and Install 6"Gate Valve and Box $898.00 $0.00 3.07 10 EA Furnish and Install 8"Gate Valve and Box $1,222.00 $12,220.00 3.08 0 EA Furnish and Install 12"Gate Valve and Box $465.00 $0.00 3.09 2 EA Furnish and Install Line-Stop Device $6,910.00 $13,820.00 Furnish and Install 12"x 8"Wet Tap to Existing 12"WM(Saddle and Valve 3.10 0 EA Includes $6,114.00 $0.00 Furnish and Install 10"x 8"Wet Tap to Existing 10"WM(Saddle and Valve 3.11 0 EA Included) $5,973.00 $0.00 Furnish and Install 6"x 4"Wet Tap to Existing 6"WM(Saddle and Valve 3.12 0 EA Included) $5,141.00 $0.00 3.13 0 LF Furnish and Install 8"SDR 25 PVC Force Main w/Fittin• $207.49 $0.00 3.14 3050 LF Furnish and Install 16"SDR 25 PVC Force Main w/Fitting $48.09 $146,674.50 3.15 EA Furnish and Install 8"Plug Valve and Box $2,490.00 $0.00 3.16 4 EA Furnish and Install 16"Plug Valve and Box $8,064.00 _ $32,256.0.0 3.17 0 LF Grout In-Place(Flowable Fill)(2"Line) $11.00 $0.00 3.18 0 LF Grout In-Place(Flowable Fill)(4"Line) $13.00 $0.00 3.19 3050 LF Grout In-Place(Flowable Fill)(6"Line) $18.00 $54,900.00 3.20 0 LF Grout In-Place(Flowable Fill)(10"Line) $33.00 $0.00 3.21 6 EA Furnish and Install Fire Hydrant As sembly $4,827.00 $28,962.00 3.22 0 SY Roadway Restoration for Utilities $22.07 $0.00 UTILITY SUBTOTAL= $395,582.50 CONSTRUCTION COST SUB-TOTAL = $665,317.03 CONTINGENCY (20%) = $133,063.41 PROBABLE CONSTRUCTION COST = $798,380.43 REISS ENGINEERING, INC. R Memo rand U m WINTER SPRING VILLAS PT. ER SPRINGS, FLORIDA 32708 PHONE: (407)679-5358 FAX:(407)679-5003 To: Charles Smith 1�111I111///� \\G 1 "1G BR yq � i CC: Tom King �'` r` e From: Reiss Engineering ` „ o / ;w w Date: 3/18/2014 15"q"� /• F l.0CIL,' RE: TECHNICAL MEMORANDUM oFFSS10N1\��\ Final Conceptual Downtown Ocoee Sewer Plan —Analytical ReOlIt,H 111\\ INTRODUCTION The City of Ocoee (City) provides customers with potable water, wastewater and reclaimed water services. As part of the City's initiative to continue to improve wastewater service, the City is evaluating the feasibility of providing sewer service to the downtown area. The Western Force Main that is planned to add capacity and redundancy to the eastern backbone force main system and relieve overloaded collection systems in the south and along S.R. 50 will also reduce septic tank proliferation per the Wekiva Act. The City has identified a priority area (Downtown Ocoee) that could be converted to sewer now that transmission capacity is planned to be readily available. Figure 1 illustrates the proposed Downtown Ocoee service area as well as the planned Western Force Main. The City discovered the possibility of providing sewer services to the downtown area based on the routing alternatives identified in the "Western Force Main Route Evaluation", (REI, July 2011). The downtown area sewer system would serve a dual benefit, by creating opportunities for additional commercial development in the downtown area, as well as, reducing nutrient loadings to the Wekiva Springs watershed. The purpose of this analysis is to create a conceptual plan of the Downtown Ocoee sewer collection system, which includes estimating flows, establishing a conceptual sewer system layout and investigating the feasibility of providing sewer services to the downtown area. METHODOLOGY Phasing The proposed downtown project area was defined as illustrated in Figure 2. The downtown project area was broken into four conceptual phases based on an iterative analysis of the wastewater collection system plan layout that considered ease of construction, permitting, and customer location. Sewer Flow Estimate Wastewater flows for the downtown area phases were estimated from the latest development and parcel land use GIS information. Each parcel contained Department of Revenue use codes, which correlate to a specific property type. The specific property type is associated to the City's established equivalent residential unit (ERU) factors. A total ERU for each parcel was calculated ] ;;R© REISS ENGINft!RING based on the City's Sewer System Extension ordinance No. 88-32 table, as summarized in Attachment A. Additional information required to establish the total ERU was estimated from the parcel land use GIS information and aerial/street view photography. For instance, a non- residential office building ERU is calculated based on per 1,000 square feet the building. The calculated ERU along with the City established 270 GPD/ERU wastewater generation factor was used to estimate flows in the established downtown area parcels. The estimated average daily flow rates were peaked at 4.0 based on the City's collection system hydraulic standard peaking factors. Table 1 summarizes each phase's total flow and Attachment A summarizes each parcels flow. Table 1—Total Phased Sewer Flows Total Estimated ADF Total Estimated PHF Phase Total ERU Gallons/ ERU (GPD) Peak Factor (GPD) Phase I-A 51 270 13,770 4.0 55,600 Phase I-B 13 270 3,500 4.0 14,400 Phase II 43 270 11,600 4.0 46,000 Phase III 64 270 17,300 4.0 69,600 Phase IV 58 270 15,700 4.0 62,400 Total 229 270 62,000 4.0 248,000 Collection System Layout A sewer collection system layout was created for each phase and the associated phased flows of the downtown area input into the hydraulic model. Existing grade elevations, as illustrated in Figure 3, were input into the manhole data within the hydraulic model and used to estimate length of pipe runs and termination points. The City established sewer collection system design. standards, as summarized in Table 2, were used to estimate the required collection system infrastructure. Wastewater collection system alternatives for manholes, gravity system piping, lift stations and force main tie-in locations were identified and discussed in a workshop with City Engineering and Utilities staff. Ease of construction, estimated elevations, septic tank locations and commercial and residential customer locations were considered during the evaluation of the sewer collection system layout. The layout was decided upon and the estimated flows were allocated into the hydraulic model to each of the phased area manholes. The final conceptual sewer collection system layout is shown in Figure 3. The figure illustrates the phased sewer collection system in the downtown area including pipe lengths and size, in addition to, manhole rim elevations based on ground elevations. Termination points for lift station locations were analyzed from the sewer collection system layout elevations, City input and field assessment. 2 440 REISS ENGINEERING Table 2—City Sewer Design Standards Parameter Standard Description Minimum Velocity when flowing full 2 fps Based on Manning's formula using Maximum Manhole Interval 400 feet an "n" of 0.012 for PVC and 0.013 for other pipe materials Minimum Gravity Sewer Main 8-inch Maximum Sewer Extension Length 100 feet Minimum ID of Manhole Sewer Size Manhole ID < 24-inch 48-inch 24-36-inch 60-inch >36-inch 72-inch Force Mains Maximum Velocity when flowing full 5 fps Build Out Hazen Williams Friction Coefficient 120 Non-PVC Pipe Actual ID 130 PVC Pipe Actual ID Maximum Transmission Pressure 40 psi Force Main System Layout Lift Stations The estimated flows at the termination points were used to create the conceptual lift stations in the force main system hydraulic model. The model then was used to simulate design conditions. The design scenarios simulate flow from the existing areas with proposed "pumps-on". The resulting peak flow contributions, in gallons per minute, at each phased conceptual lift station was estimated to be approximately, Phase I (A&B) —48 gpm, Phase II —32 gpm, Phase III—48 gpm and Phase IV—43 gpm. Each lift station was estimated with a minor loss coefficient of 5 to simulate the valves and fittings. Estimated total dynamic head (TDH) for the lift station pumps for Phase I (A&B) 46', Phase II — 40', Phase III — 48' and Phase IV — 42'. The design conditions were used to simulate pumping in the force main hydraulic model during the "pumps- on" scenario. Existing lift stations 13, 26, 38 and 44 and conceptual lift stations 100, 101, 102 and 103 were tied into the planned Western Force Mains as illustrated in Figure 4. The flow direction of the existing lift stations was west towards the McGuire Road 12-inch force main. However implementation of the planned Western Force Main will reverse flows of existing lift station 13 back toward the east. The 4-inch force main along Lee Street should be upsized to the planned 12-inch force main, when capacity through the 16-inch force main on Bluford Avenue exceeds City hydraulic standards. Flow from the existing and conceptual lift stations will continue North through the planned Western Force Main to the future Lakewood Avenue master lift station. Force Mains The conceptual lift stations identified tie into the planned Western Force Main and existing force mains via the conceptual force mains as illustrated in Figure 4. The force main hydraulic model was updated with the identified conceptual lift stations and force mains to analyze the ability of 3 ® REISS ENGINEERING the existing and build-out system to meet City hydraulic standards. Additionally, the updated hydraulic model analysis was used to confirm whether an increase in flow from the conceptual downtown area collection system was significant enough to warrant an upgrade or change in route to the current planned Western Force Main. CONSTRUCTION AND CAPITAL COST ESTIMATE Tables 3 summarizes each phases total cost. More detailed information of the construction and capital costs can be found in Attachment B. Table 3—Total Phase Costs Phase Total Phase Cost($) Phase I-A Wastewater Collection System - Downtown Area Commercial $ 1,072,080 Phase I-B Wastewater Collection System - Downtown Area Residential $ 200,830 Phase II Wastewater Collection System $ 1,180,541 Phase III Wastewater Collection System $ 827,293 Phase IV Wastewater Collection System $ 1,252,528 Total $ 4,533,272 CONCLUSIONS AND RECOMMENDATIONS The conceptual downtown sewer collection system plan was created to analyze the potential sewer collection system flows, establish a conceptual system layout and investigate the feasibility of provided sewer services to the downtown area residential and commercial areas. Based on the evaluation,the following conclusions were drawn: 1. Four phases were identified based on City input and ease of construction estimates. 2. Total peak estimated flow for the downtown project area was estimated to be approximately 248,000 gallons per day. 3. Design head and flow conditions should be hydraulically analyzed assuming two pumps are of equal size and each is capable of pumping design flow. The pumps should be designed in accordance with standard engineering practice. 4. The updated hydraulic model analysis confirmed that the increase in flow from the conceptual downtown area collection system, was not significant enough to warrant an upgrade to the planned Western Force Main route. 5. The flow direction of the existing lift stations is west towards the McGuire Road 12-inch force main. Implementation of the planned Western Force Main will reverse flow direction of existing lift station 13. 6. Existing lift station 13 and conceptual lift station 101 can be tied into the existing 4-inch force main on Lee Street, until capacity through the 4-inch force main along Lee Street AND/OR capacity through the 16-inch force main on Bluford Avenue exceeds maximum City hydraulic standards, at which point should be upsized to the planned 12-inch force main. 7. Flow from the existing and conceptual lift stations will continue North through the planned Western Force Main to the future Lakewood Avenue master lift station. 8. Total downtown area costs were estimated to be approximately $4.5 million. 4 4WD REISS ENGINEERING E rc SEEM m ' WURST RD - R B 4 G 3T �1 m AV ' l 90 0 ."2 rFLO-n V CQ 0 IJ P`- L 4 " W TE SILVER STAR RD LEE ST®t t •.. (F' t . ' cam• , N t Z fi a !`_ Q" be z 1" ' °`oa w z z " CD m WHITE RD; CD L 2.Asr Go ® ® e ,,,„ ,,,, v_, Ei PI CI 03 m m Gi,.9=3 SUITDIM P ® 3G -G k., ® I I a s v i - f>° :4 w MORTON JONES RD 1 LA) r s ;ni ., x .v11a..6`,3�4I3,Y�n`s4?�� �3r rx1T},;-ros i 73?,Yuk Sr J ft:W 1 u?Lt i➢J „s Legend •Ocoee VN TF •Western Force Main W E Existing Force Mains --<>"-- ■ Future Lift Stations Existing Gravity Mains S ■ Existing Lift Stations®Established Downtown Project Area 0 1,000 2,000 -Streets Ini Feet R CITY OF OCOEE CONCEPTUAL DOWNTOWN OCOEE SEWER PLAN FIGURE 1 Western Force Main&Downtown Area Doament Path:G:IOgiM87l2_Downtawn Ocoee Sewer Planl_MXDs\Figure t-Westem Force Main A Downtown Area.mxtl v Q N II W fx O u_ n a U C N N LL O u W O u cW7 d a a m m . w Z U1 N S Q Q Q Q ii N O ti _ _ Q N ,, W ,. - — N N 10 N N cc w a a a a .,--,"7 1 V`�SNORE° y. 0 4 A aOoM3HVl a) Z ♦ g:J a o o Cl G3aoom3)IVIJ J ♦ i 1 r � I f 1 co za — `-o Lr # ' o PT ��� w N I ' ad 7E2 _ _- nmaaodmalN I wU w Z 1, I I °O 20 L :1 � i J PI 1 j, BWn�G1 __a w°- ONVl113 1 U C I z 4 _ m� ■ ° o 4 - ll N� i_ i t"'� , C LY i_ I o° I i t --. 6 ° G` �1 2 ° 'j1 E• o 1 ININ I Atl33WWISSIA S a AI 1 Ad 33WWISS � �a g I •5," w" ai N 'SC ' w I ----- z ----- i a J i J' / 1 �. 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Y• O L F V O A U o s ,-y o H Pil c Q '', f °a N 2 = 3' d y I ,.r 1,,,� s ei <'7, ti LL 3 c 3 o C U O Ta U U E. o d 3 u o ; LL O A LL J - L r _ Q c J x W LL 2 a N m 0 , 010 • Illed fiti 3 et *Orli °ialir� — I .....0 oc u . a Attachment A tio REISS ENGINEERING DOR Use Code Property Types DOR Use Code Property Use 2801 Manufactured Home Park 130 Single Family Lake Front 100 Single Family 101 Single Family 1100 Stores, 1 Story 7100 Religious 1200 Store/Office/Converted Residential 1110 Convenience Store 1600 Community Shopping 4800 Warehousing 1700 Office Buildings 800 Multi-Family 7700 Lodge/Union Hall 2600 Service Station 2100 Restaurants/Cafe 805 Multi-Family 5-9 Units 7500 Charitable 2740 Vehicle Repair 135 Single Family Lake View 4100 Light Manufacturing City of Ocoee-ARTICLE III Sewer System Extension [Added 10-4-1988 by Ord. No. 88-32;amended last 8-5-2003 by Ord. No. 2003-24] Establishment Unit ERU Factor Residential Projects Duplex(1 to 2 bedrooms) Per unit 0.833 Duplex(3 or more bedrooms) Per unit 1.000 1 Mobile home (1-2 bedrooms) Per unit 0.667 Mobile home (3 or more bedrooms) Per unit 0.833 Multifamily,efficiency(less than 500 square feet) Per unit 0.500 Multifamily(1-bedroom units) (See Note 9.) Per unit 0.583 O REISS ENGINEERING Establishment Unit ERU Factor Multifamily(2-bedroom units) (See Note 9.) Per unit 0.833 Multifamily(3-or-more bedroom units) (See Note 9.) Per unit 1.000 Single-family residence Per unit 1.000 Nonresidential Projects Animal kennels Per kennel run 0.160 Auditorium Per seat 0.017 Automotive repair and maintenance Per repair bay 0.250 Bar/cocktail lounge Per seat 0.067 Barber/beauty shop Per operator 0.300 station Bowling alley Per lane 0.330 Church Per seat 0.017 Convenience store (no gas pumps) By FU See FU Table below. Dentist office Per dentist 0.833 Extended care facilities Per efficiency 0.500 Hospital Per bed 0.833 Hotel/motel (See Note 1.) Per room 0.500 Hotel/motel suites, 1 bedroom (See Note 1.) Per unit 0.583 Hotel/motel suites, 2 bedrooms (See Note 1.) Per unit 0.833 Hotel/motel suites,3 or more bedrooms(See Note 1.) Per unit 1.000 Industrial buildings(See Note 2.)with showers Per employee 0.117 O REISS ENGINEERING Establishment Unit ERU Factor Industrial buildings(See Note 2.)without showers Per employee 0.050 Landscape irrigation Per 1,000 square feet 0.125 Laundry,self-service Per machine 1.333 Medical office(formerly: doctor's office) Per doctor 0.833 Meeting and banquet rooms Per seat 0.017 Nursing home Per bed 0.417 Office building(See Note 3.) Per 1,000 square feet,gross 0.334 Restaurant (cafeteria),full-service Per seat 0.100 Restaurant, 24-hour Jrseat 0.167 Restaurant,fast-food jPer seat 0.050 Retail spaces By FU See FU Table below. Schools, elementary and nursery Per student 0.025 Schools, middle and high Per student 0.067 Self-service gas station (See Note 5.) Per toilet room 1.000 Service station (See Note 6.) Per toilet room 1.000 Service station(See Note 6.) Per service bay 1.000 Service station (See Note 6.) Per wash bay 3.200 Theater Per seat 0.010 Theater(dinner) Per seat 0.067 Trailer park(overnight) Per space 0.333 \- REISS ENGINEERING Establishment Unit 'ERU Factor Warehouse space (See Note 4.) 'By FU See FU Table below. NOTES: 1. Hotels and motels: add food service, banquet and meeting rooms, and self service laundries. 2. Add food service; does not include industrial waste flows which are calculated on fixture unit (FU) basis. 3. Office buildings: add food service and retail space. 4. Warehouses: add office space, food service, and retail space. 5. Self-service gas stations: add fixture units (FU). 6. Service (gasoline) stations: add the total of ERU factors for all service bays, wash bays (not recycled) and toilet rooms. Automatically recycled vehicle washing systems require a professional engineer's signed and sealed estimate of capacity usage. 7. See fixture unit (FU) calculations on FU Table below. 8. Ocoee requires a minimum of 1.000 ERU per each separate commercial establishment. LIVING DOR Use Estimated ADF Estimated PHF Property Use Address Ph AREA Code ERU (GPD) (GPD) Community Shopping 104 W MCKEY ST 8792 1600 2.94 792.86 3,171.45 I-A 117 S CUMBERLAND Single Family DR 1680 100 1.00 270.00 1,080.00 I-A Single Family 128 N BLUFORD AVE 914 101 1.00 270.00 1,080.00 I-A Vacant 2 E MCKEY ST 834 8900 0.00 0.00 0.00 I-A Single Family 10 W OAKLAND AVE 1720 100 1.00 270.00 1,080.00 I-A Single Family 18 W OAKLAND AVE 1536 100 1.00 270.00 1,080.00 I-A 102 W CUMBERLAND Single Family AVE 2234 101 1.00 270.00 1,080.00 I-A Single Family 110 W OAKLAND AVE 1540 100 1.00 270.00 1,080.00 I-A Multi-Family 114 W OAKLAND AVE 1381 800 1.00 270.00 1,080.00 I-A Vacant 120 W OAKLAND AVE 0 1 0.00 0.00 0.00 I-A Store/Office/ Converted Residential 2 N BLUFORD AVE 2668 1200 0.89 240.60 962.40 I-A Vacant 15 W MCKEY ST 0 1000 0.00 0.00 0.00 I-A Restaurants/Cafe 29 W MCKEY ST 2400 2100 2.00 540.00 2,160.00 I-A I Warehousing 33 W MCKEY ST 1934 4800 0.65 174.41 697.63 I-A Stores, 1 Story 101 W MCKEY ST 1856 1100 0.62 167.37 669.50 I-A Single Family 123 W MCKEY ST 1836 100 1.00 270.00 1,080.00 I-A Stores, 1 Story 133 W MCKEY ST 2787 1100 0.93 251.33 1,005.33 I-A Vacant 137 W MCKEY ST 0 1000 0.00 0.00 0.00 I-A Stores, 1 Story 2 S BLUFORD AVE 4810 1100 1.61 433.77 1,735.06 I-A Store/Office/ Converted Residential 6 W MCKEY ST 2448 1200 0.82 220.76 883.04 I-A 4 REISS ENGINEERING Property Use Address LIVING DOR Use ERU Estimated ADF Estimated PHF Ph AREA Code (GPO) (GPD) Store/Office/ Converted Residential 14 W MCKEY ST 778 1200 0.26 70.16 280.64 I-A Multi-Family 5-9 Units 26 W MCKEY ST 4106 805 9.00 2,430.00 9,720.00 I-A Office Buildings 116 W MCKEY ST 7852 1700 2.62 708.09 2,832.37 I-A Religious 15 S BLUFORD AVE 5264 7100 1.76 474.71 1,898.83 I-A Religious 8 MAGNOLIA ST 4484 7100 1.50 404.37 1,617.47 I-A Store/Office/ 14 S CUMBERLAND Converted Residential AVE 840 1200 0.28 75.75 303.00 I-A Single Family 5 SILLS ALY 700 101 1.00 270.00 1,080.00 I-A 15 S CUMBERLAND Single Family AVE 2796 100 1.00 270.00 1,080.00 I-A Vacant 120 FLORAL ST 0 7000 0.00 0.00 0.00 I-A Single Family 11 FLORAL ST 1380 100 1.00 270.00 1,080.00 I-A Office Buildings 112 S BLUFORD AVE 815 1700 0.27 73.50 293.99 I-A Single Family 2 S FLORAL ST 1805 101 1.00 270.00 1,080.00 I-A Vacant S BLUFORD AVE 0 1000 0.00 0.00 0.00 I-A Stores, 1 Story 140 S BLUFORD AVE 1325 1100 0.44 119.49 477.95 I-A 150 N LAKESHORE Vacant DR 40666 8900 0.00 0.00 0.00 I-A Single Family 130 N BLUFORD AVE 816 101 1.00 270.00 1,080.00 I-A Stores, 1 Story 102 W MCKEY DR 1560 1100 0.52 140.68 562.72 I-A Store/Office/ Converted Residential 1 W OAKLAND AVE 3533 1200 1.18 318.61 1,274.42 I-A Vacant 120 W MCKEY ST 0 9800 0.00 0.00 0.00 I-A Vacant 100 S BLUFORD AVE 0 1000 0.00 0.00 0.00 I-A Single Family 12 S FLORAL ST 576 100 1.00 270.00 1,080.00 I-A Single Family 14 FLORAL ST 2612 101 1.00 270.00 1,080.00 I-A 137 S CUMBERLAND Vacant AVE 0 1 0.00 0.00 0.00 I-A Single Family 16 FLORAL ST 1972 101 1.00 270.00 1,080.00 I-A Single Family 126 N BLUFORD AVE 1452 101 1.00 270.00 1,080.00 I-A Single Family 124 N BLUFORD AVE 1421 101 1.00 270.00 1,080.00 I-A 10 5 CUMBERLAND Stores, 1 Story AVE 3000 1100 1.00 270.54 1,082.16 I-A Vacant 17 E OAKLAND AVE 2324 8900 0.00 0.00 0.00 I-A Vacant W MCKEY ST 0 8900 0.00 0.00 0.00 I-A Vehicle Repair 2 W MCKEY ST 1695 2740 1.00 270.00 1,080.00 I-A Single Family 17 SILLS ALY 840 101 1.00 270.00 1,080.00 I-A 102 S CUMBERLAND Single Family AVE 2219 101 1.00 270.00 1,080.00 I-A Vacant 20 E MCKEY ST 0 8900 0.00 0.00 0.00 I-A Single Family 16 E MCKEY ST 984 100 1.00 270.00 1,080.00 I-A Single Family 8 W OAKLAND AVE 2070 101 1.00 270.00 1,080.00 I-B Single Family 121 W OAKLAND AVE 1629 101 1.00 270.00 1,080.00 I-B CREISS ENGINEERING Property Use Address LIVING DOR Use ERU Estimated ADF Estimated PHF Ph AREA Code (GPD) (GPD) Single Family 109 E OAKLAND ST 2447 101 1.00 270.00 1,080.00 I-B Vacant 113 E OAKLAND ST 0 1 0.00 0.00 0.00 I-B Religious 195 W OHIO ST 13469 7100 4.50 1,214.63 4,858.54 I-B Single Family 102 FLORAL ST 2563 100 1.00 270.00 1,080.00 I-B Multi-Family 89 W OAKLAND AVE 2854 800 1.00 270.00 1,080.00 I-B Religious 120 FLORAL ST 10713 7100 3.58 966.10 3,864.39 I-B Single Family 200 LEE ST 1158 101 1.00 270.00 1,080.00 II Single Family 208 LEE ST 480 100 1.00 270.00 1,080.00 II Single Family 220 LEE ST 918 101 1.00 270.00 1,080.00 II Single Family 222 LEE ST 891 101 1.00 270.00 1,080.00 II Single Family 224 LEE ST 925 100 1.00 270.00 1,080.00 II Single Family 228 LEE ST 912 100 1.00 270.00 1,080.00 II Single Family 238 LEE ST 1190 101 1.00 270.00 1,080.00 II Single Family 240 TAYLOR ST 1056 100 1.00 270.00 1,080.00 II Single Family 316 LEE ST 1112 101 1.00 270.00 1,080.00 II Vacant 320 LEE ST 0 1 0.00 0.00 0.00 II Vacant 324 LEE ST 0 1000 0.00 0.00 0.00 II Service Station 401 FRANKLIN ST 1380 2600 2.00 540.00 2,160.00 II Single Family 205 FRANKLIN ST 1140 101 1.00 270.00 1,080.00 II Single Family 209 FRANKLIN ST 972 101 1.00 270.00 1,080.00 II Vacant 234 TAYLOR ST 0 1 0.00 0.00 0.00 II Vacant 225 FRANKLIN ST 0 7000 0.00 0.00 0.00 II Vacant 233 FRANKLIN ST 0 2800 0.00 0.00 0.00 II Store/Office/ Converted Residential 329 FRANKLIN ST 910 1200 0.30 82.06 328.26 II Charitable 300 FRANKLIN ST 8334 7500 2.78 751.56 3,006.24 II Single Family 336 FRANKLIN ST 1576 100 1.00 270.00 1,080.00 II Vehicle Repair 340 FRANKLIN ST 3160 2740 0.50 135.00 540.00 II Light Manufacturing 137 TAYLOR ST 2880 4100 0.96 259.72 1,038.87 II Vacant FRANKLIN ST 0 1000 0.00 0.00 0.00 II Vacant 141 LYLE ST 0 1 0.00 0.00 0.00 II Single Family 129 TAYLOR ST 964 101 1.00 270.00 1,080.00 II Store/Office/ Converted Residential 136 TAYLOR ST 1054 1200 0.35 95.05 380.20 II I 166 H M BOWNESS Vacant RD 0 4000 0.00 0.00 0.00 II Vacant 147 LYLE ST 0 1 0.00 0.00 0.00 II 150 H M BOWNESS Vehicle Repair RD 2480 2740 0.00 0.00 0.00 II Vacant 333 W OAKLAND AVE 0 8900 0.00 0.00 0.00 II Warehousing 128 TAYLOR ST 2400 4800 0.80 216.43 865.73 II Vehicle Repair 110 TAYLOR ST 5067 2740 1.75 472.50 1,890.00 II =RD REISS ENGINEERING Property Use Address LIVING DOR Use ERU Estimated ADF Estimated PHF Ph AREA Code (GPD) (GPD) 211 OCOEE APOPKA Stores, 1 Story RD 3122 1100 1.04 281.54 1,126.17 II Vacant TAYLOR ST 0 8900 0.00 0.00 0.00 II Lodge/Union Hall 20 TAYLOR ST 8689 7700 2.90 783.57 3,134.30 II Warehousing 200 FRANKLIN ST 3764 4800 1.26 339.44 1,357.75 II Single Family 210 FRANKLIN ST 1248 101 1.00 270.00 1,080.00 II Single Family 218 FRANKLIN ST 696 100 1.00 270.00 1,080.00 II Vacant 220 FRANKLIN ST 0 7000 0.00 0.00 0.00 II Store/Office/ Converted Residential 333 FRANKLIN ST 1264 1200 0.42 113.99 455.95 II Religious 233 FRANKLIN ST 6179 7100 2.06 557.22 2,228.89 II Convenience Store 400 N FRANKLIN ST 3003 1110 1.00 270.81 1,083.24 II 158 W SILVER STAR Vacant RD 0 1000 0.00 0.00 0.00 II Single Family 211 FRANKLIN ST 918 101 1.00 270.00 1,080.00 II Vacant 301 LEE ST 0 1 0.00 0.00 0.00 II Single Family 318 LEE ST 834 100 1.00 270.00 1,080.00 II Store/Office/ 200 OCOEE APOPKA Converted Residential RD 1999 1200 0.67 180.27 721.08 II Vacant 320 FRANKLIN ST 0 1 0.00 0.00 0.00 II Warehousing 150 TAYLOR ST 2160 4800 0.72 194.79 779.16 II Stores, 1 Story 341 FRANKLIN ST 5993 1100 2.00 540.45 2,161.79 II Vacant 309 FRANKLIN ST 0 4900 0.00 0.00 0.00 II Vacant FRANKLIN ST 0 9800 0.00 0.00 0.00 II Single Family 140 LYLE ST 1157 100 1.00 270.00 1,080.00 II Warehousing 211 W OAKLAND AVE 4867 4800 1.63 438.91 1,755.62 II Single Family 203 FRANKLIN ST 1253 101 1.00 270.00 1,080.00 II Store/Office/ Converted Residential 229 FRANKLIN ST 800 1200 0.27 72.14 288.58 II Vacant 200 W OAKLAND AVE 0 4000 0.00 0.00 0.00 II Community Shopping 104 W MCKEY ST 8792 1600 2.94 792.86 3,171.45 III 117 S CUMBERLAND Single Family DR 1680 100 1.00 270.00 1,080.00 III Single Family 128 N BLUFORD AVE 914 101 1.00 270.00 1,080.00 III Single Family 8 W OAKLAND AVE 2070 101 1.00 270.00 1,080.00 III Single Family 121 W OAKLAND AVE 1629 101 1.00 270.00 1,080.00 III Single Family 109 E OAKLAND ST 2447 101 1.00 270.00 1,080.00 III Vacant 113 E OAKLAND ST 0 1 0.00 0.00 0.00 III Vacant 2 E MCKEY ST 834 8900 0.00 0.00 0.00 III Single Family 10 W OAKLAND AVE 1720 100 1.00 270.00 1,080.00 III Single Family 18 W OAKLAND AVE 1536 100 1.00 270.00 1,080.00 III 102 W CUMBERLAND Single Family AVE 2234 101 1.00 270.00 1,080.00 III Single Family 110 W OAKLAND AVE 1540 100 1.00 270.00 1,080.00 III Multi-Family 114 W OAKLAND AVE 1381 800 1.00 270.00 1,080.00 III CIO REISS ENGINEERING Property Use Address LIVING DOR Use ERU Estimated ADF Estimated PHF Ph AREA Code (GPD) (GPD) Vacant 120 W OAKLAND AVE 0 1 0.00 0.00 0.00 III Store/Office/ Converted Residential 2 N BLUFORD AVE 2668 1200 0.89 240.60 962.40 Ill Vacant 15 W MCKEY ST 0 1000 0.00 0.00 0.00 III Restaurants/Cafe 29 W MCKEY ST 2400 2100 2.00 540.00 2,160.00 III Warehousing 33 W MCKEY ST 1934 4800 0.65 174.41 697.63 III Stores, 1 Story 101 W MCKEY ST 1856 1100 0.62 167.37 669.50 HI Single Family 123 W MCKEY ST 1836 100 1.00 270.00 1,080.00 III Stores, 1 Story 133 W MCKEY ST 2787 1100 0.93 251.33 1,005.33 III Vacant 137 W MCKEY ST 0 1000 0.00 0.00 0.00 III Stores, 1 Story 2 S BLUFORD AVE 4810 1100 1.61 433.77 1,735.06 III Store/Office/ Converted Residential 6 W MCKEY ST 2448 1200 0.82 220.76 883.04 III Store/Office/ Converted Residential 14 W MCKEY ST 778 1200 0.26 70.16 280.64 III Multi-Family 5-9 Units 26 W MCKEY ST 4106 805 9.00 2,430.00 9,720.00 III Office Buildings 116 W MCKEY ST 7852 1700 2.62 708.09 2,832.37 III Religious 15 S BLUFORD AVE 5264 7100 1.76 474.71 1,898.83 III Religious 8 MAGNOLIA ST 4484 7100 1.50 404.37 1,617.47 III Store/Office/ 14 S CUMBERLAND Converted Residential AVE 840 1200 0.28 75.75 303.00 III Single Family 5 SILLS ALY 700 101 1.00 270.00 1,080.00 III 15 S CUMBERLAND Single Family AVE 2796 100 1.00 270.00 1,080.00 III Vacant 120 FLORAL ST 0 7000 0.00 0.00 0.00 III Single Family 11 FLORAL ST 1380 100 1.00 270.00 1,080.00 III Office Buildings 112 S BLUFORD AVE 815 1700 0.27 73.50 293.99 III Single Family 2 S FLORAL ST 1805 101 1.00 270.00 1,080.00 III Vacant S BLUFORD AVE 0 1000 0.00 0.00 0.00 III Stores, 1 Story 140 S BLUFORD AVE 1325 1100 0.44 119.49 477.95 III Religious 195 W OHIO ST 13469 7100 4.50 1,214.63 4,858.54 III 150 N LAKESHORE Vacant DR 40666 8900 0.00 0.00 0.00 III Single Family 130 N BLUFORD AVE 816 101 1.00 270.00 1,080.00 III Stores, 1 Story 102 W MCKEY DR 1560 1100 0.52 140.68 562.72 III Store/Office/ Converted Residential 1 W OAKLAND AVE 3533 1200 1.18 318.61 1,274.42 III Vacant 120 W MCKEY ST 0 9800 0.00 0.00 0.00 III Vacant 100 S BLUFORD AVE 0 1000 0.00 0.00 0.00 III Single Family 12 S FLORAL ST 576 100 1.00 270.00 1,080.00 III Single Family 14 FLORAL ST 2612 101 1.00 270.00 1,080.00 III 137 S CUMBERLAND Vacant AVE 0 1 0.00 0.00 0.00 III Single Family 16 FLORAL ST 1972 101 1.00 270.00 1,080.00 III OGIVII REISS ENGINEERIN LIVING DOR Use Estimated ADF Estimated PHF Property Use Address ERU (GPD) (GPD) Ph AREA Code Single Family 102 FLORAL ST 2563 100 1.00 270.00 1,080.00 III Single Family 126 N BLUFORD AVE 1452 101 1.00 270.00 1,080.00 III Single Family 124 N BLUFORD AVE 1421 101 1.00 270.00 1,080.00 III 10 S CUMBERLAND Stores, 1 Story AVE 3000 1100 1.00 270.54 1,082.16 III Vacant 17 E OAKLAND AVE 2324 8900 0.00 0.00 0.00 III Vacant W MCKEY ST 0 8900 0.00 0.00 0.00 III Vehicle Repair 2 W MCKEY ST 1695 2740 1.00 270.00 1,080.00 III Single Family 17 SILLS ALY 840 101 1.00 270.00 1,080.00 III Multi-Family 89 W OAKLAND AVE 2854 800 1.00 270.00 1,080.00 III 102 S CUMBERLAND Single Family AVE 2219 101 1.00 270.00 1,080.00 III Religious 120 FLORAL ST 10713 7100 3.58 966.10 3,864.39 III Vacant 20 E MCKEY ST 0 8900 0.00 0.00 0.00 III Single Family 16 E MCKEY ST 984 100 1.00 270.00 1,080.00 III Vacant 37 E OAKLAND AVE 0 8900 0.00 0.00 0.00 IV Single Family 33 E OAKLAND AVE 1168 100 1.00 270.00 1,080.00 IV Single Family 10 N LAKESHORE DR 1798 101 1.00 270.00 1,080.00 IV Lodge/Union Hall 2 N LAKEWOOD AVE 2882 7700 0.96 259.90 1,039.60 IV Single Family 102 E MCKEY ST 1396 101 1.00 270.00 1,080.00 IV Vacant 28 E MCKEY ST 0 8900 0.00 0.00 0.00 IV Single Family 4 N LAKESHORE DR 1738 101 1.00 270.00 1,080.00 IV Single Family 109 E MCKEY ST 1459 101 1.00 270.00 1,080.00 IV Single Family 101 E MCKEY ST 1620 101 1.00 270.00 1,080.00 IV Single Family 7 S LAKEWOOD AVE 2420 101 1.00 270.00 1,080.00 IV Single Family 102 MAGNOLIA ST 1920 101 1.00 270.00 1,080.00 IV Single Family Lake View 125 E MCKEY ST 1175 135 1.00 270.00 1,080.00 IV Single Family 110 MAGNOLIA ST 2338 101 1.00 270.00 1,080.00 IV 15 N LAKEWOOD Single Family AVE 1438 101 1.00 270.00 1,080.00 IV Single Family 124 MAGNOLIA ST 3024 101 1.00 270.00 1,080.00 IV Single Family Lake View 18 N LAKESHORE DR 1260 135 1.00 270.00 1,080.00 IV Single Family 118 MAGNOLIA ST 780 101 1.00 270.00 1,080.00 IV Single Family 110 E MCKEY ST 1926 101 1.00 270.00 1,080.00 IV Religious 1 S LAKEWOOD AVE 1296 7100 0.43 116.87 467.49 IV C" REISS ENGINEERING Attachment B O REISS ENGINEERING Phase I-A Wastewater Collection System-Downtown Area Commercial Item Description Quantity Units Unit Cost Cost 8" PVC Gravity Main on Bluford Avenue* 1277 LF $100 $127,700 8" PVC Gravity Main 2219 LF $125 $277,375 48" Manhole 13 EA $6,000 $78,000 Future Lift station#107 1 LS $200,000 $200,000 Connection,Service Lateral&Septic Tank Abandonment 41 EA $3,000 $123,000 Construction Sub-total: $806,075 Mobilization and Contract Conditions-2% $16,122 General Requirements-8% $64,486 Contingency-5% $40,304 Design Services-8% $64,486 CEI, Material Testing and Verification Survey- 10% $80,608 Misc. Sub-total: $266,005 Total $1,072,080 Phase I-B Wastewater Collection System-Downtown Area Residential Item Description Quantity Units Unit Cost Cost 8" PVC Gravity Main 896 LF $125 $112,000 48" Manhole 3 EA $6,000 $18,000 Connection,Service Lateral &Septic Tank Abandonment 7 EA $3,000 $21,000 Construction Sub-total: $151,000 Mobilization and Contract Conditions-2% $3,020 General Requirements-8% $12,080 Contingency-5% $7,550 Design Services-8% $12,080 CEI, Material Testing and Verification Survey- 10% $15,100 Misc. Sub-total: $49,830 Total $200,830 Phase II Wastewater Collection System Item Description Quantity Units Unit Cost Cost 8" PVC Gravity Main 3917 LF $125 $489,625 48" Manhole 14 EA $6,000 $84,000 Future Lift station#104 1 LS $200,000 $200,000 Connection,Service Lateral &Septic Tank Abandonment 38 EA $3,000 $114,000 Construction Sub-total: $887,625 Mobilization and Contract Conditions-2% $17,753 General Requirements-8% $71,010 Contingency- 5% $44,381 Design Services-8% $71,010 CEI, Material Testing and Verification Survey- 10% $88,763 Misc. Sub-total: $292,916 Total $1,180,541 C.) REISS ENGINEERING Phase III Wastewater Collection System Item Description Quantity Units Unit Cost Cost 8" PVC Gravity Main 1997 LF $125 $249,625 8" PVC Gravity Main on Bluford Avenue* 374 LF $100 $37,400 48" Manhole 9 EA $6,000 $54,000 Future Lift station#105 1 LS $200,000 $200,000 Connection,Service Lateral&Septic Tank Abandonment 27 EA $3,000 $81,000 Construction Sub-total: $622,025 Mobilization and Contract Conditions-2% $12,441 General Requirements-8% $49,762 Contingency-5% $31,101 Design Services-8% $49,762 CEI, Material Testing and Verification Survey- 10% $62,203 Misc. Sub-total: $205,268 Total $827,293 Phase IV Wastewater Collection System Item Description Quantity Units Unit Cost Cost 8" PVC Gravity Main 3870 LF $125 $483,750 48" Manhole 14 EA $6,000 $84,000 Future Lift station#106 1 LS $200,000 $200,000 Connection,Service Lateral &Septic Tank Abandonment 58 EA $3,000 $174,000 Construction Sub-total: $941,750 Mobilization and Contract Conditions-2% $18,835 General Requirements-8% $75,340 Contingency-5% $47,088 Design Services-8% $75,340 CEI, Material Testing and Verification Survey- 10% $94,175 Misc. Sub-total: $310,778 Total $1,252,528 *The reduction in cost/linear foot assumes roadway reconstruction costs are covered under the force main installation 410 REISS ENGINEERING