Standards for Design and Construction
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1 Standards for Design and Construction Of Water, Wastewater, Fiber optics and Reclaimed Water Facilities For Pasco County Utilities Department Revised: March 2018 Board of County Commissioners: Kathryn Starkey Mike Moore Ron Oakley, Vice-Chairman Jack Mariano Mike Wells, Chairman Daniel Biles County Administrator Michael J. Carballa P.E., BCEE (Temporary) Assistant County Administrator (Utilities Services)
2 DETAIL NO. CONTENTS March 2018 EDITION All Standards and Details subject to revision and change at the sole discretion of Pasco County Utilities Branch DETAIL DESCRIPTION NO. DESCRIPTION General Gravity Sewer G1 Water and Reuse Lateral Service (1-1/2 or 2 ) PVC S1 Standard Manhole G2 Pipe Laying (Unpaved Areas) S2 Standard Manhole Bench & Inverts G3 Pipe Laying (Paved Areas) S3 Drop Manhole Connection G4 Fence Specifications for Treatment Plants S4 Sanitary Sewer Lateral Connection G5 Valve Box (Slip Type) S5 Standard Shallow Manhole G6 Tapping Sleeve and Valve S6 Sanitary Sewer - Single Wye Conn. and Cleanout G7 Jack & Bore Detail S7 Sanitary Sewer - Double Wye Conn. and Cleanout G8 Directional Drilling Fiber Optics Cable G9 Service Connection Locations (Single Family) FO1 Fiber Optic Pull Box G10 Restrained Joint Table FO2 Fiber Optic Vault G11 Restrained Joint Notes FO3 Fiber Optic Cable Marker G12 Utilities in Landscape Buffer Adj. to Hwy FO4 Fiber Optic Conduit Installation G13 AMR Meter serv. Installation 5/8,3/4 or1 Reclaimed Water G14 AMR Meter serv. Installation 1-1/2 or 2 R1 Large Reuse Meter on Exist. System G15 Permanent Blow- off detail Pump Stations G16 W RW FM Air Release Valve Ass. (vert. pipe layout) P1 Duplex Pump Station Site Plan & Access W RW FM Air Release Valve Assy. (above ground P2 Duplex Pump Station Slab & Piping Plan G17 offset.) G18 Bollard Detail P3 Duplex Pump Station Elevation & Piping Profile P4 Standard Pump Station Control Panel Box & P5 Component Lay-out Standard Pump Station Duplex Wiring Diagram (1 of 2) Water W1 Temporary Construction Water Service P6 Standard Pump Station Duplex Wiring Diagram (2 of 2) W2 Large Meter 3 and Above (Single BFP) P7 Triplex Pump Station Site Plan & Access W3 Large Meter 3 and Above (Parallel BFP) W4 Notes P8 Pump Station (Triplex) Slab & Piping Plan W5 BFP- Single Service Double -Check Valve- ¾, 1, 1½, 2 P9 Pump Station (Triplex) Elevation & Piping Profile W6 Backflow Preventer Parallel Double Chk W/ Reduced Pressure (3/4,1, 1-½,2 ) P10 Master Pump Station Triplex Wiring Diagram (1 of 2) W7 Double Check with Detector Assy (3,4,6,8,12 ) P11 Master Pump Station Triplex Wiring Diagram (2 of 2) W8 Reduced Pressure Backflow Preventer - Single P12 Private Pump Station Typ. Layout Service (3/4,1,1½, 2 ) W9 Reduced Pressure Backflow Preventer Parallel- P13 Standard Thickness Classes Table Double Service (3/4,1,1½, 2 ) W10 Reduced Pressure Detector Backflow Preventer - P14 Weights for Standard Classes Table 3-8 Single Service (3,4,6, 8 ) W11 Water Connection Assembly with Fire Protection P15 Weights for Standard Classes Table 3-8 cont. W12 Water Connection without Fire Protection P16 Working Pressures and Max. Depths of Cover 3-9 W13 Fire Hydrant Configuration P17 Working Pressures and Max. Depths of Cover 3-10 W14 Fire Hydrant Configuration P18 Working Pressures and Max. Depths of Cover 3-10 Cont. W15 Water Connection with Fire Protection P19 Working Pressures and Max. Depths of Cover 3-10 Cont.
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12 REDUCER RESTRAINED JOINTS (150 PSI) TEE RESTRAINED JOINTS (150 PSI) DUCTILE IRON RESTRAINED JOINTS FOR VERTICALLY ORIENTED FITTINGS (150 PSI) DUCTILE IRON RESTRAINED JOINTS FOR HORIZONTAL FITTINGS (150 PSI)
13 RESTRAINED JOINT NOTES
14 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN PCU APPROVAL
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20 IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC /VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FEET OF EDGE OF PAVEMENT OR BACK OF CURB ), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF FOUR TRAFFIC BOLLARD PROTECTION POSTS AND FOR METERS 3 INCHES AND LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED
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51 TOP ELEVATION PANEL BOX (ALUM. NEMA 4X) 30"X 36"X 8" FRONT ELEVATION SIDE ELEVATION REAR ELEVATION TCU CABINET MODEL# DFS HOSE BIB DETAIL PANEL BOX COMPONENT LAY-OUT
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59 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN PCU APPROVAL
60 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN PCU APPROVAL
61 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN PCU APPROVAL
62 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. NO MODIFICATIONS WITHOUT WRITTEN PCU APPROVAL
CITY OF DAVIS PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS
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STANDARD DRAWING INDEX
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SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71
BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -
BID FORM PART A Name & Category Unit Unit Cost (B) Cost (AxB) GENERAL REQUIREMENTS 1 Mobilization (Maximum 3.0% of the total Contract Price) 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b
CITY OF STANDARD SPECIFICATIONS
CITY OF Published May 4, 2016 CALIFORNIA Stephan Kiefer, Community Development Director Cheri Sheets, City Engineer CITY OF LIVERMORE 1052 South Livermore Avenue Livermore, CA 94550 4DEV0001.doc 03/12
San Antonio Water System Standard Specifications for Construction ITEM NO. 834 FIRE HYDRANTS
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San Antonio Water System Standard Specifications for Construction ITEM NO. 834 FIRE HYDRANTS
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DELETE first sentence of first paragraph that reads: REPLACE with the following:
To Bidder of Record: SAN ANTONIO WATER SYSTEM Addendum 2 To Construction Documents For 2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB NO. 12-5001 SAWS SEWER JOB NO. 12-5501 Solicitation
2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00
1 of 5 2100 F&I 4" ductile iron pipe LF 200 $ 143.00 $28,600.00 2102 F&I 6" ductile iron pipe LF 200 $ 135.00 $27,000.00 2104 F&I 8" ductile iron pipe LF 200 $ 141.00 $28,200.00 2105 F&I 10" ductile iron
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HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
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001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
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Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:
DEVELOPMENT SERVICES PHONE: (209) 668-5520 ENGINEERING DIVISION FAX: (209) 668-5563 156 S. BROADWAY, SUITE 150 TDD: (800) 735-2929 TURLOCK, CA 95380 engineering@turlock.ca.us Date: 04/20/2018 City Project
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PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
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GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
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