2. BID FORM, Page BF-9* - J. R. Waufordjrwauford.com/wp-content/uploads/2020/01/1983A3.pdfDesign Inlet Temperature 100ºF Site Elevation 510 feet above sea level Design Inlet Pressure
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ADDENDUM NO. 3 HWEA CONTRACT # 133-2019-01 HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION HOPKINSVILLE WATER ENVIRONMENT AUTHORITY HOPKINSVILLE, KENTUCKY WAUFORD PROJECT NO. 1983 Date of Addendum: Friday, January 10, 2020 Mandatory Pre-Bid Meeting: Tuesday, January 21, 2020, 9:00 a.m. Central Time Bid Opening: Thursday, February 6, 2020, 2:00 p.m. Central Time 1. Questions and Clarifications: See the attached Questions and Clarifications document. 2. BID FORM, Page BF-9*: Replace Page BF-9* with the attached revised Page BF-9**. 3. Davis Bacon Wage Rates, Construction Type: Building and Construction Type: Heavy: Replace the Davis Bacon Wage Rates with the attached Davis Bacon Wage Rates dated 01-03-2020. 4. Detailed Specifications, Section 10. Miscellaneous Equipment, Paragraph 12. Diaphragm Chemical Metering Pump (One Required), Page DS 10-5: Modify the paragraph as follows: “The Contractor shall furnish and install diaphragm chemical metering pumps where shown on the Plans. Chemical metering pumps shall be adjustable output with inputs which allow remote operation via the WWTP SCADA system. Components shall be suitable for pumping sodium hypochlorite at a feed rate between 0.5 and 41 gallons per day (gpd). Power supplied shall be 120V, single phase 60Hz. Pumps shall be suitable for a maximum operating pressure of 250 psi. Diaphragm chemical metering pumps shall be Pulsatron LMH4TA-PTC1-G19 or approved equal.”
HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION HOPKINSVILLE WATER ENVIRONMENT AUTHORITY
HOPKINSVILLE, KENTUCKY WAUFORD PROJECT NO. 1983
Date of Addendum: Friday, January 10, 2020 Mandatory Pre-Bid Meeting: Tuesday, January 21, 2020, 9:00 a.m. Central Time
Bid Opening: Thursday, February 6, 2020, 2:00 p.m. Central Time
1. Questions and Clarifications:
See the attached Questions and Clarifications document.
2. BID FORM, Page BF-9*: Replace Page BF-9* with the attached revised Page BF-9**.
3. Davis Bacon Wage Rates, Construction Type: Building and Construction Type: Heavy: Replace the Davis Bacon Wage Rates with the attached Davis Bacon Wage Rates dated 01-03-2020.
4. Detailed Specifications, Section 10. Miscellaneous Equipment, Paragraph 12. Diaphragm Chemical Metering Pump (One Required), Page DS 10-5: Modify the paragraph as follows: “The Contractor shall furnish and install diaphragm chemical metering pumps where shown on the Plans. Chemical metering pumps shall be adjustable output with inputs which allow remote operation via the WWTP SCADA system. Components shall be suitable for pumping sodium hypochlorite at a feed rate between 0.5 and 41 gallons per day (gpd). Power supplied shall be 120V, single phase 60Hz. Pumps shall be suitable for a maximum operating pressure of 250 psi. Diaphragm chemical metering pumps shall be Pulsatron LMH4TA-PTC1-G19 or approved equal.”
Furnish two (2) new positive displacement blowers and appurtenances as shown on the Drawings and as specified herein. The entire blower package and its components shall comply with all applicable safety and environmental regulations. Package shall be Aerzen Model GM 25S, Gardner Denver Model ES 65/3P or pre-approved equal.
(2) Performance Criteria
Quantity of Blowers 2 Design Inlet Temperature 100ºF Site Elevation 510 feet above sea level Design Inlet Pressure 14.42 psia Design Relative Humidity 75% Design Flow 582 scfm / 625 icfm per
Blower Design Discharge Pressure 6.0 psig Maximum Blower Speed 4,000 rpm Motor Hp (Maximum) 30 Free Field Noise Pressure 95 dB(A) @ 1 meter (at
design point)
Package BHP to include pressure loss through a clean inlet filter / silencer, pressure loss of the exhaust silencer and check valve. Package Performance shall be guaranteed to ISO 1217 with a tolerance is +/- 5% on volume flow and +/- 5% on package horsepower.
Page 3 of 4
Sound data shall be from an ISO 2151 method of measurement, in an ISO 3745 qualified test facility. Sound data shall be compliant with a Declaration of Conformity assessment standard.”
6. Plans, Sheets 3, 7, and 9:
Modify the existing Oxidation Ditch No. 1 weir elevation as follows: “WEIR 511.45”
7. Plans, Sheets 7, 23, 24, 27, 39, 47, 56, 59, 60, 69, 73, 77, 79, 81, and 82: Modify these sheets as shown on the attached 8 ½” X 11” sheets.
8. Plans, Sheet 4, Site Plan, Deductive Alternate No. 2:
Change sheet reference for solar drying units to “Sheets 76-79”.
Modify the weir plate weir elevation as follows: “WEIR EL. 511.45” Change the weir plate weir elevation to “511.45”.
12. Plans, Sheet 52, Top Plan, Manhole P:
Modify the note describing the outlet pipe to read as follows:
Page 1 of 1
PRE-BID QUESTIONS AND CLARIFICATIONS HWEA CONTRACT # 133-2019-01
HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION HOPKINSVILLE WATER ENVIRONMENT AUTHORITY
HOPKINSVILLE, KENTUCKY
Bid Date: Thursday, February 6, 2020 Time: 2:00 PM Central Time
Questions/Answers and Clarifications:
1. Clarification – Any prospective bidder wishing to visit the Hammond-Wood Wastewater Treatment Plant site may call the plant at 270-887-4298.
2. Question – Can the requirements for the Contractor’s warranty and major equipment
warranties be clarified? Answer – Refer to the following: Standard General Conditions of the Construction Contract, Article 15, Paragraph 15.08, Detailed Specifications, Section 1, Paragraph 4, and, Detailed Specifications, Sub-Sections 11A through 11P – Part I, Last Paragraph of each Sub-Section.
3. Question – What will the effluent reuse system water system pressure be at the WWTP? Answer – The effluent reuse water system pressure is expected to vary between 75 psi and 125 psi. Pressure reducers suitable for effluent reuse water shall be provided by the equipment vendor where proposed equipment requires lower water pressures.
4. Question – Where is Addendum No. 1? Answer – Addendum No. 1 was incorporated into the documents issued to plan holders and plan rooms. Addendum No. 1 is dated November 25, 2019 as shown in the title block on the applicable plan sheets.
5. Question – With Addendum No. 1 included as part of the original bid documents, are we required to list receipt of Addendum No. 1 on the Bid Form? Answer – Yes.
6. Question – Detailed Specifications, Sub-Section 11A, Paragraph 3 requires the screen to be designed to resist hydraulic pressure due to 100% blinding of the screen at full channel depth. Is this required?
ANCHOR ALL TRUSSES TO PLATE W/ 14 GA. GALV. ROOF TRUSS CLIPS EACH SIDE USING 4 - " x 1 " TITEN PER CLIP316" x 1 " TITEN PER CLIP " TITEN PER CLIP14" TITEN PER CLIP
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PREFABRICATED WOOD (FRTW) TRUSSES AS SPECIFIED
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%%UNOTE:%%U ALL WOOD TO BE FIRE RETARDANT TREATED (FRTW)
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58" INTERIOR GRADE PLYWOOD (FRTW) CEILING
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2"x12" BLOCKING W/ " 12" ANCHOR BOLTS @ 24" O.C.
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1
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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JGD
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SCL
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82
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REVISIONS
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CHECKED
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DRAWN
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DESIGNED
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FOR
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SHEET
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OF
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97
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1983
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PROJECT NUMBER
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AS SHOWN
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SCALE
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DATE
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ENVIRONMENT AUTHORITY
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DOOR AND WINDOW
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SCHEDULES AND DETAILS
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CONTRACT NO. 133-2019-01
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FEB. 2019
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ADDENDUM NO. 3
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1/10/20 AWR
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1
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TYPE T1 STIRRUPS
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"A" BARS
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"B" BARS
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h
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b
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"C" BARS
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%%u8 OR 12-INCH CMU WALL
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b
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h
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4" CMU
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%%u12-INCH CMU WALL
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%%uCONCRETE LINTEL DETAILS
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NO SCALE
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OPENING WIDTH
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LESS THAN 3'-10"
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4'-0" THRU 7'-0"
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7'-2" THRU 10'-0"
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10'-2" THRU 14'-0"
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7-5/8"
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15-5/8"
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15-5/8"
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23-5/8"
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7-5/8" OR 12-5/8"
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2-#5's
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2-#5's
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2-#7's
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2-#7's
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-
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-
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-
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2-#5's
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2-#5's
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2-#5's
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2-#7's
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2-#7's
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h
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b
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A BARS*
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B BARS*
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C BARS*
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DIMENSIONS
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REINFORCING
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CONCRETE LINTEL SCHEDULE
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* BARS SHALL HAVE 180° HOOKED ENDS AND SHALL EXTENDNOT LESS THAN 24-INCHES PAST EACH SIDE OF OPENING.
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SEE DOOR DETAILS, THIS SHEET FOR STEEL LINTELS
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7-5/8" OR 12-5/8"
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7-5/8" OR 12-5/8"
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7-5/8" OR 12-5/8"
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1
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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JGD
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AWR
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11
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REVISIONS
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CHECKED
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DRAWN
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DESIGNED
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FOR
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SHEET
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OF
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1983
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PROJECT NUMBER
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SCALE
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DATE
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ENVIRONMENT AUTHORITY
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1" = 20'
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SITE PIPING PLAN
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NORTHEAST QUADRANT
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30" RCP
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30" RCP OUTFALL
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MH 8
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36" RCP
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36" RCP
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DISINFECTION
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CONTACT BASIN
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NORTH FORK LITTLE RIVER
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BOTTOM 503.00
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TOC 535.00
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750,000 GALLON
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BOTTOM 503.00
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TOC 535.00
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750,000 GALLON
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GENERATOR
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TOC 524.65
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HEADWORKS
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TOC 520.00
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BOTTOM 502.00
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ANAEROBIC REACTOR
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PROPOSED
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TOP OF BANK
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SHEETS 38-39
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6" DIP WAS
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6" WAS
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WAS ELECTRIC
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VALVE PIT
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36"
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36"
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SHOP
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DEWATERING BUILDING
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ELECTRICAL RM
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12" DIP AIR
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12" DIP AIR
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6"
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6"
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SLUDGE HOLDING TANK NO. 2
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SLUDGE HOLDING TANK NO. 1
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MH K
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MH H
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MH J
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BIOSOLIDS
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BUILDING
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6" DIP EFFLUENT REUSE
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MH B
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4" DIP DRAIN
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4" DRAIN
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36" DIP EFFLUENT
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SHEETS 63-64
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SHEETS 63-64
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FL. EL. 508.50
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SHEETS 65-68
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MH S
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26"
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30"
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6" DRAIN
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8" DRAIN
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FL. EL. 509.50
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SHEETS 74-75
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CB 15
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WEIR 501.98
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TOC 503.86*
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6"
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6"
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CONNECT NEW 3/4" PAA TO NEW MANHOLE, SEE DETAIL, SHEET 26
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SEPTAGE RECEIVING
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SHEETS 69-73
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CONTACT BASIN
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4" DRAIN
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4"
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6" DIP POTABLE WATER
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FH
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10" DIP SEWER
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10" DIP SEWER
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8" DIP SEWER
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8" DIP DRAIN
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8" DIP SEWER
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SHEET 64
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SHEETS 33-37
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6" DIP REUSE WATER
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6" DIP
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4"
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4" DIP
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2" COPPER
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4" DIP
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2" COPPER
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4"
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2" CU
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6" DIP
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6" DIP
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6" DIP
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4" DIP DRAIN
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12"
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DISINFECTION
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EFFLUENT
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6" DIP
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6" DRAIN
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DISINFECTION
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SHEETS 61-62
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2" CU
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48" DIP
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WITH NEW 48" DIP
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REPLACE EXISTING 36" RCP
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STATION
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SHEET 55
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MAN
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GATE
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SLUDGE
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HOPPER
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24" DIP
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24" STUBOUT,
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SEE SHEET 16
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PROPOSED
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2" COPPER
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4" DIP DRAIN
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6"
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6"
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1" COPPER
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MATCHLINE - SEE SHEET 9
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MATCHLINE - SEE SHEET 10
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30" RCP
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30" RCP OUTFALL
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GARY LANE
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24" DIP
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36" RCP
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8" DIP
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8" PVC
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8" PVC
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8" PVC
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I.P.
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EYE WASH
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SHOWER
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EPB
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EPB
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MH 1
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MH 2
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MH 3
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MH 4
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MH 5
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MH 6
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MH 10
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MH 8
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3" PVC FM
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GARY LANE
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24" DIP
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36" RCP
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36" RCP
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CB 10
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CB 8
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STEEL
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POST
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NORTH FORK LITTLE RIVER
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NORTH FORK LITTLE RIVER
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I.P.
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I.P.
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10" DIP
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10" DIP
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10" DIP
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8" PVC
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24"
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24"
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16" SLUDGE
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16"
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12" DRAIN
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12" DRAIN
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6" WATER
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FLOODWAY BOUNDARY
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EPB
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6" WATER
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FLOODWAY BOUNDARY
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FLOODWAY BOUNDARY
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FLOODWAY BOUNDARY
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48" DIP INFLUENT
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TOP OF BANK
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TOP OF BANK
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36"
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36"
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48"
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36"
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36"
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36"
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36"
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48"
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48"
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36"
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36"
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36"
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36"
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20"
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20"
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16"
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24"
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20"
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20"
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16"
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36"
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36"
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36"
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24" DIP
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6" WAS
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6" WAS
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6" WAS
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6" WAS
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WAS ELECTRIC
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VALVE PIT
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FUTURE OXIDATION DITCH
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FUTURE
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FINAL CLARIFIER
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20"
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48"
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36"
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36"
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36"
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CONNECTION
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36"
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36"
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12" DIP DRAIN
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12" DIP DRAIN
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12" DIP AIR
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12" DIP AIR
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14" DIP AIR
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14" DIP AIR
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14" DIP AIR
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6"
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6"
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TEMPORARY
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20"
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MH A
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MH D
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4" SEWER
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MH K
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MH E
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MH F
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MH G
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MH H
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MH J
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MH L
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MH M
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MH N
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MH P
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MH Q
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MH R
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6" DIP EFFLUENT REUSE
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MH B
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4" DRAIN
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4" DRAIN
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4"
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36" DIP EFFLUENT
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3" SCUM
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MH S
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4" DRAIN
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26"
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30"
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4"
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4" DRAIN
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6" DRAIN
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8" DRAIN
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12" DIP SEWER
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CB 12
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CB 13
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CB 15
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32' SLIDING GATE AS
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SPECIFIED (TYP. FOR 2)
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MH T
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MH U
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CB 14
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CB 16
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CB 17
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8
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9
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10
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11
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%%uSHEET KEY
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SEE "GENERAL NOTES" AND "LEGEND" ON SHEET 1.
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%%uCONSTRUCTION NOTES
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1.
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2.
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SEE PIPING PROFILES SHEETS 17-24.
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100 YEAR FLOOD ELEVATION 505, FEMA PANEL NO. 342 OF 500 MAP
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NUMBER 21047C0342C EFFECTIVE DATE SEPTEMBER 17, 2008.
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3.
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BACKFILL ALL DITCHES UNDER EXISTING OR PROPOSED PAVEMENT AND
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SIDEWALKS WITH COMPACTED CRUSHED STONE.
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4.
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UNLESS INDICATED OTHERWISE, ALL PIPING 12-INCH AND SMALLER FOR
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BURIED INSTALLATION SHALL BE CLASS 350 DIP. ALL PIPING LARGER THAN
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12-INCH FOR BURIED INSTALLATION SHALL BE CLASS 250 DIP.
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5.
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MH NO.
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RIM ELEV.
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INVERT ELEV.
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REMARKS
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MANHOLE ELEVATION TABLE
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LOCATION
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1
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504.96
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500.74 IN 8" PVC (W)
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N 1816245.63
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E 1123049.15
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500.74 IN 8" PVC (S)
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500.74 OUT 10" DIP
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500.10 IN 10" DIP
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500.16 OUT 10" DIP
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2
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512.08
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500.17 IN 3" PVC FM
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499.74 IN 10" DIP
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3
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503.72
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499.74 OUT 10" DIP
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499.08 IN 10" DIP
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498.99 OUT 8" PVC
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4
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505.03
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N 1816130.67
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E 1123159.60
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N 1816114.46
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E 1123319.25
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N 1816371.82
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E 1123357.69
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501.18 IN 8" DIP (S)
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498.52 IN 8" PVC (#4)
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5
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506.93
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N 1816406.93
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E 1123424.06
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NOT MEASURED IN 8" PVC (SW)
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498.38 OUT 8" PVC
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TOP 5.5' OF MH IS 24" RCP
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6
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507.15
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N 1816496.53
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E 1123433.27
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499.00 IN 8" CIP (SE)
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497.65 IN 8" CIP (E)
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496.65 IN 8" PVC (#5)
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495.90 OUT 12" RCP
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500.65 IN 6" CIP (S)
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502.75%%p IN 8" CIP (SE)
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7
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506.73
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N 1816720.64
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E 1123457.71
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495.33 OUT 12" RCP
AutoCAD SHX Text
495.33 IN 12" RCP
AutoCAD SHX Text
8
AutoCAD SHX Text
504.67
AutoCAD SHX Text
N 1816670.01
AutoCAD SHX Text
E 1123752.63
AutoCAD SHX Text
498.32 OUT 36" RCP
AutoCAD SHX Text
498.42 IN 36" RCP MH 9
AutoCAD SHX Text
9
AutoCAD SHX Text
515.93
AutoCAD SHX Text
N 1816701.58
AutoCAD SHX Text
E 1123350.45
AutoCAD SHX Text
499.62 OUT 36" RCP
AutoCAD SHX Text
499.62 IN 36" RCP
AutoCAD SHX Text
10
AutoCAD SHX Text
510.94
AutoCAD SHX Text
N 1816602.45
AutoCAD SHX Text
E 1123298.44
AutoCAD SHX Text
500.17 IN 24" DIP (CLARIFIER #2)
AutoCAD SHX Text
500.17 IN 24" DIP (CLARIFIER #1)
AutoCAD SHX Text
500.17 OUT 36" RCP
AutoCAD SHX Text
11
AutoCAD SHX Text
505.03
AutoCAD SHX Text
N 1816685.71
AutoCAD SHX Text
E 1123430.25
AutoCAD SHX Text
502.87 OUT 8" DIP
AutoCAD SHX Text
502.87 IN 8" DIP
AutoCAD SHX Text
12
AutoCAD SHX Text
514.73
AutoCAD SHX Text
N 1816693.51
AutoCAD SHX Text
E 1123361.27
AutoCAD SHX Text
502.97 OUT 8" DIP
AutoCAD SHX Text
502.97 IN 8" DIP
AutoCAD SHX Text
13
AutoCAD SHX Text
511.54
AutoCAD SHX Text
N 1816618.09
AutoCAD SHX Text
E 1123332.57
AutoCAD SHX Text
503.45 IN 8" DIP (CLARIFIER #2)
AutoCAD SHX Text
503.45 IN 8" DIP (CLARIFIER #1)
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503.45 OUT 8" DIP
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CB NO.
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TOP ELEV.
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INVERT ELEV.
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REMARKS
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CATCH BASIN ELEVATION TABLE
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LOCATION
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1
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503.78
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500.28 IN 24" RCP
AutoCAD SHX Text
N 1816807.66
AutoCAD SHX Text
E 1123438.64
AutoCAD SHX Text
500.28 OUT 24" RCP
AutoCAD SHX Text
507.03 IN 24" RCP
AutoCAD SHX Text
502.12 OUT 24" RCP
AutoCAD SHX Text
2
AutoCAD SHX Text
510.51
AutoCAD SHX Text
507.71 IN 15" RCP
AutoCAD SHX Text
507.71 IN 18" RCP
AutoCAD SHX Text
3
AutoCAD SHX Text
510.69
AutoCAD SHX Text
507.71 OUT 24" RCP
AutoCAD SHX Text
508.60 OUT 15" RCP
AutoCAD SHX Text
4
AutoCAD SHX Text
510.53
AutoCAD SHX Text
N 1816816.85
AutoCAD SHX Text
E 1123364.86
AutoCAD SHX Text
N 1816671.53
AutoCAD SHX Text
E 1123314.19
AutoCAD SHX Text
N 1816675.52
AutoCAD SHX Text
507.91 IN 18" RCP
AutoCAD SHX Text
507.91 OUT 18" RCP
AutoCAD SHX Text
5
AutoCAD SHX Text
510.66
AutoCAD SHX Text
N 1816598.39
AutoCAD SHX Text
E 1123305.07
AutoCAD SHX Text
6
AutoCAD SHX Text
510.66
AutoCAD SHX Text
N 1816527.80
AutoCAD SHX Text
E 1123271.44
AutoCAD SHX Text
508.53 OUT 18" RCP
AutoCAD SHX Text
508.53 IN 15" RCP
AutoCAD SHX Text
508.38 OUT 15" RCP
AutoCAD SHX Text
7
AutoCAD SHX Text
510.33
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508.22 IN 15" RCP (CB 9)
AutoCAD SHX Text
508.22 IN 15" RCP (CB 10)
AutoCAD SHX Text
8
AutoCAD SHX Text
510.64
AutoCAD SHX Text
508.22 OUT 15" RCP
AutoCAD SHX Text
N 1816432.25
AutoCAD SHX Text
E 1123155.14
AutoCAD SHX Text
508.75 OUT 15" RCP
AutoCAD SHX Text
9
AutoCAD SHX Text
510.73
AutoCAD SHX Text
N 1816419.86
AutoCAD SHX Text
508.65 OUT 15" RCP
AutoCAD SHX Text
10
AutoCAD SHX Text
510.63
AutoCAD SHX Text
501.14 OUT 12" RCP
AutoCAD SHX Text
504.64
AutoCAD SHX Text
495.20 IN 12" DIP
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7A
AutoCAD SHX Text
503.80
AutoCAD SHX Text
495.20 OUT 12" DIP
AutoCAD SHX Text
495.90 OUT NEW 12" DIP MH G
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PLUG EXISTING OUTLET
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TO BE PLUGGED
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TO BE PLUGGED
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TO BE PLUGGED
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TO BE PLUGGED
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TO BE PLUGGED
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TO BE PLUGGED
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REPLACE W/ NEW 4'-0"%%C MANHOLE
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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MH A
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494.0
AutoCAD SHX Text
N 1817016.53
AutoCAD SHX Text
E 1123559.09
AutoCAD SHX Text
469.20 OUT NEW 48" DIP SPS
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469.40 IN NEW 36" DIP MH B
AutoCAD SHX Text
NEW 6'-0"%%c MANHOLE
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MH B
AutoCAD SHX Text
495.0
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N 1817119.07
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E 1123598.89
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469.71 OUT NEW 36" DIP MH A
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469.96 IN NEW 36" DIP MH C
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MH C
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495.0
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N 1817196.53
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E 1123640.94
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482.3%%P OUT NEW 36" DIP MH B
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484.8%%P IN 48" RCP (EXIST.)
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MH D
AutoCAD SHX Text
497.0
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N 1817003.49
AutoCAD SHX Text
E 1123516.22
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484.10 OUT NEW 12" DIP MH A
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484.30 IN NEW 12" DIP MH E
AutoCAD SHX Text
MH E
AutoCAD SHX Text
510.89
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N 1816890.14
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E 1123504.14
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496.88 IN 8" DIP MH L
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485.60 IN 10" DIP MH H
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489.97 IN NEW 12" DIP MH F
AutoCAD SHX Text
485.40 OUT NEW 12" DIP MH D
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MH F
AutoCAD SHX Text
511.08
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N 1816620.08
AutoCAD SHX Text
E 1123475.36
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492.65 OUT NEW 12" DIP MH E
AutoCAD SHX Text
492.75 IN NEW 12" DIP MH G
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MH G
AutoCAD SHX Text
511.08
AutoCAD SHX Text
N 1816522.09
AutoCAD SHX Text
E 1123464.92
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493.70 OUT NEW 12" DIP MH F
AutoCAD SHX Text
505.2 IN NEW 8" DIP CB 16
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MH H
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508.58
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N 1816880.54
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E 1123594.27
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499.48 IN NEW 10" DIP MH J
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501.5 IN NEW 8" DIP HEADWORKS
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486.47 OUT NEW 10" DIP MH E
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MH J
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508.58
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N 1816759.66
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E 1123670.75
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500.87 OUT NEW 10" DIP MH H
AutoCAD SHX Text
500.97 IN NEW 8" DIP MH K
AutoCAD SHX Text
MH K
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508.58
AutoCAD SHX Text
N 1816681.76
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E 1123696.01
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501.75 OUT NEW 8" DIP MH J
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MH L
AutoCAD SHX Text
509.4
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N 1816834.64
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E 1123533.34
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497.47 OUT NEW 8" DIP MH E
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497.67 IN NEW 8" DIP DRAIN
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MH M
AutoCAD SHX Text
510.0
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N 1816689.48
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E 1123504.66
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499.13 OUT EXIST. 36" RCP MH 8
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499.23 IN NEW 48" DIP MH P
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MH P
AutoCAD SHX Text
510.56
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N 1816627.84
AutoCAD SHX Text
E 1123428.32
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499.62 IN NEW 36" DIP MH Q
AutoCAD SHX Text
502.50 IN NEW 24" DIP FC 3
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499.52 OUT NEW 48" DIP MH M
AutoCAD SHX Text
MH Q
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512.38
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N 1816639.60
AutoCAD SHX Text
E 1123317.93
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499.86 OUT NEW 36" DIP MH P
AutoCAD SHX Text
499.96 IN EXIST. 36" RCP MH 10
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MH R
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511.0
AutoCAD SHX Text
N 1816616.14
AutoCAD SHX Text
E 1123313.00
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503.7 OUT NEW 8" DIP SCUM PS
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503.73* IN EXIST. 8" DIP SCUM
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MH S
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497.0
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N 1816860.36
AutoCAD SHX Text
E 1123783.64
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487.50 OUT NEW 8" DIP MH H
AutoCAD SHX Text
492.20 IN NEW 6" DIP DRAIN
AutoCAD SHX Text
MH T
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509.1
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N 1816309.14
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E 1123442.23
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MH U
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508.0
AutoCAD SHX Text
N 1816210.23
AutoCAD SHX Text
E 1123456.76
AutoCAD SHX Text
MH V
AutoCAD SHX Text
507.8
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N 1816110.79
AutoCAD SHX Text
E 1123446.17
AutoCAD SHX Text
N 1816480.60
AutoCAD SHX Text
E 1123186.28
AutoCAD SHX Text
N 1816621.31
AutoCAD SHX Text
E 1123320.62
AutoCAD SHX Text
11
AutoCAD SHX Text
N 1816672.23
AutoCAD SHX Text
E 1123422.62
AutoCAD SHX Text
12
AutoCAD SHX Text
N 1816565.44
AutoCAD SHX Text
E 1123516.44
AutoCAD SHX Text
13
AutoCAD SHX Text
N 1816444.64
AutoCAD SHX Text
E 1123452.95
AutoCAD SHX Text
14
AutoCAD SHX Text
N 1816677.33
AutoCAD SHX Text
E 1123610.02
AutoCAD SHX Text
15
AutoCAD SHX Text
N 1816508.26
AutoCAD SHX Text
E 1123530.66
AutoCAD SHX Text
16
AutoCAD SHX Text
N 1816302.09
AutoCAD SHX Text
E 1123508.69
AutoCAD SHX Text
17
AutoCAD SHX Text
E 1123248.15
AutoCAD SHX Text
N 1816534.14
AutoCAD SHX Text
E 1123184.59
AutoCAD SHX Text
E 1123243.70
AutoCAD SHX Text
N 1816923.80
AutoCAD SHX Text
E 1123446.10
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497.50 IN NEW 8" DIP MH U
AutoCAD SHX Text
505.4 IN NEW 8" DIP FROM CB 17
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496.50 IN FUTURE 10"
AutoCAD SHX Text
496.01 OUT NEW 12" DIP MH G
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499.62 IN NEW 8" DIP MH V
AutoCAD SHX Text
499.42 OUT NEW 8" DIP MH T
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IN BLDG SERVICE LINE
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502.00 OUT NEW 8" DIP MH U
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483.70 IN NEW 12" DIP MH D
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IN NEW 4" BLDG SERVICE
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495.53 IN NEW 12" DIP MH 6
AutoCAD SHX Text
493.91 IN NEW 12" DIP MH T
AutoCAD SHX Text
499.9 IN NEW 4" DIP DRAIN
AutoCAD SHX Text
486.57 IN NEW 8" DIP MH S
AutoCAD SHX Text
506.08 IN NEW 8" DIP DECANT
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503.5 IN NEW 8" DIP OVERFLOW
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502.8 IN NEW 4" DIP DRAIN
AutoCAD SHX Text
506.08 IN NEW 8" DIP DECANT
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503.5 IN NEW 8" DIP OVERFLOW
AutoCAD SHX Text
502.8 IN NEW 4" DIP DRAIN
AutoCAD SHX Text
502.8 IN NEW 8" DIP DRAIN
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MH X
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511.3
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N 1816674.67
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E 1123168.22
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MH W
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510.8
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N 1816669.89
AutoCAD SHX Text
E 1123291.28
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CHEMICAL FEED CONDUIT MANHOLE
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MH Y
AutoCAD SHX Text
511.2
AutoCAD SHX Text
N 1816495.68
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E 1123149.15
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MH Z
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511.6
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N 1816469.16
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E 1123191.20
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE ABANDONED/RAZED
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TO BE PLUGGED
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510.0
AutoCAD SHX Text
506.0 OUT NEW 12" RCP
AutoCAD SHX Text
509.0
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502.5 IN NEW 12" RCP CB 14
AutoCAD SHX Text
502.4 OUT NEW 18" RCP
AutoCAD SHX Text
NEW CATCH BASIN
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NEW CATCH BASIN
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509.5
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506.0 OUT NEW 12" RCP
AutoCAD SHX Text
NEW CATCH BASIN
AutoCAD SHX Text
509.0
AutoCAD SHX Text
505.6 OUT NEW 18" RCP
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NEW CATCH BASIN
AutoCAD SHX Text
509.5
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506.5 IN NEW 6" DIP
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NEW CATCH BASIN
AutoCAD SHX Text
509.5
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NEW CATCH BASIN
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506.33 OUT NEW 8" DIP
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506.33 OUT NEW 8" DIP
AutoCAD SHX Text
506.5 IN NEW 6" DIP
AutoCAD SHX Text
503.33 CATCH BASIN
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503.33 CATCH BASIN
AutoCAD SHX Text
505.7 IN NEW 8" PVC MH X
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507.3 IN NEW 8" PVC MH X
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507.5 OUT NEW 6" PVC MH Y
AutoCAD SHX Text
507.3 OUT NEW 8" PVC MH Z
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506.3 IN NEW 8" PVC MH Y
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506.3 OUT NEW 8" PVC MH W
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505.7 OUT NEW 4" DIP MH R
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CHEMICAL FEED CONDUIT MANHOLE
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CHEMICAL FEED CONDUIT MANHOLE
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CHEMICAL FEED CONDUIT MANHOLE
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498.42 IN NEW 48" DIP MH M
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TO BE REPLACED W/ 48" DIP
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N 1816646.17
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E 1123323.27
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18
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510.3
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503.6 IN NEW 18" RCP
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NEW CATCH BASIN
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502.5 OUT NEW 18" RCP
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NEW TOP
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EL. 506.67
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REPLACE W/ NEW 8'-0"%%c MANHOLE
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NEW 6'-0"%%c MANHOLE
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NEW 7'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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TO BE REPLACED W/ 48" DIP
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499.13 OUT NEW 48" DIP MH 8
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NEW 6'-0"%%c MANHOLE
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NEW 6'-0"%%c MANHOLE
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NEW 6'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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NEW 4'-0"%%c MANHOLE
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471.20 IN NEW 24" DIP STUBOUT
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495.0 IN NEW 4" DIP DRAIN
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503.8 IN NEW 4" DIP DRAIN
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4"
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1"
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2"
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1 "12"
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34" PAA
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EXISTING PIPING WHICH IS TO BE ABANDONED MAY BE ABANDONED IN
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PLACE EXCEPT WHERE IT INTERFERES WITH NEW CONSTRUCTION; ALL WALL
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OPENINGS AND OPEN PIPES SHALL BE PLUGGED WITH CLASS "C" CONCRETE.
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* INDICATES INFORMATION TAKEN FROM EXISTING PLANS OR FIELD SURVEY
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WHICH SHALL BE VERIFIED BY THE CONTRACTOR.
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8.
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6.
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7.
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THE LOCATION OF EXISTING FIELD PIPING IS TAKEN FROM EXISTING PLANS
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AND FROM FIELD SURVEY BUT IS NOT GUARANTEED. THE CONTRACTOR
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SHALL LOCATE ALL EXISTING PIPING THAT MAY INTERFERE WITH PROPOSED
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9.
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ALL VERTICAL BENDS REQUIRED TO INSTALL THE LINES TO THE ELEVATIONS
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SHOWN ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR.
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10.
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CONSTRUCTION AND SHALL RELOCATE SAME AS REQUIRED AT %%uNO EXTRA COST%%u.
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ALL BURIED FITTINGS SHALL UTILIZE RETAINER GLANDS AS SPECIFIED.
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OR NOTED ON THE PLANS.
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THERE SHALL BE A MINIMUM OF 10'-0" BETWEEN MEGALUG AND ANY
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UNRESTRAINED JOINT. KICKERS SHALL BE INSTALLED WHERE DEPICTED
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97
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CONTRACT NO. 133-2019-01
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FEB. 2019
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RAW WASTEWATER INFLUENT LINE, SEE SHEET 16
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ADDENDUM NO. 3
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1/10/20 AWR
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1
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1
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1
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1
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1
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1
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1
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1
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1
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1
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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440
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460
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480
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500
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0+00
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1+00
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2+00
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3+00
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%%ULINE "RAW-1"
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WWTP RAW SEWAGE INFLUENT LINE
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460
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480
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500
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TOP EL. 495.0
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TOP EL. 492.0
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I.E. 468.94 IN 48" DIP
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I.E. 469.20 OUT 48" DIP
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I.E. 469.40 IN 36" DIP
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I.E. 469.71 OUT 36" DIP
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I.E. 469.96 IN 36" DIP
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I.E. 482.20 36" 11 1/4 BEND
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I.E. 482.30± OUTNEW 36" DIP
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I.E. 484.8± INEXIST. 48" RCP
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TOP EL. 495.0
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EXISTING 48" SEWER
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440
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STA. 0+00 LINE "RAW-1" BEGIN LINE "RAW-1"
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JGD
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JGD
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AWR
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16
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REVISIONS
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CHECKED
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DRAWN
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DESIGNED
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FOR
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SHEET
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OF
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97
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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CONTRACT NO. 133-2019-01
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1983
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PROJECT NUMBER
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SCALE
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FEB. 2019
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DATE
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ENVIRONMENT AUTHORITY
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520
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STA. 0+89.17
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INSTALL 6'-0"%%C DROP MH A
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STA. 1+99.17
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INSTALL 6'-0"%%C MH B
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STA. 2+87.30
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INSTALL 7'-0" MH C
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CONNECT TO EXISTING 48" RCP
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END LINE "RAW-1"
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STA. 2+77.80
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INSTALL 1-36" SPECIALLY
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LINED RESTRAINED JOINT DIP
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11 1/4%%D VERTICAL BEND & KICKER
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STA. 2+07.67
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INSTALL 1-36" SPECIALLY
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LINED RESTRAINED JOINT DIP
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11 1/4%%D VERTICAL BEND & KICKER
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520
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1"=20' HOR
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1"=20' VER
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MAIN
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SPS
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OUTSIDE FACE
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OF CONC. WALL
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IE 470.06 36" 11 1/4° BEND
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NORTH FORK LITTLE RIVER
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RAW WASTEWATER INFLUENT LINE
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STA. 0+89.17
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WATERTIGHT FRAME & COVER
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LINE "RAW-1"
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INSTALL 6'-0"%%C MH B
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EXISTING 48" SEWER
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STA. 1+99.17
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STA. 2+87.30
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INSTALL 6'-0"%%C DROP MH A
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INSTALL 7'-0"%%c MH C
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CONNECT TO EXISTING 48" RCP
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END LINE "RAW-1"
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N 1817016.53; E 1123559.09
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N 1817119.07; E 1123598.89
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WATERTIGHT FRAME & COVER
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WATERTIGHT FRAME & COVER
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WATERTIGHT FRAME & COVER
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PLUG EXISTING SEWER
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I.E. 483.70 IN NEW 12" DIP
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NORTH FORK LITTLE RIVER
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511
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HEADWORKS
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PROPOSED
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SPS
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MAIN
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510
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48" SEWER
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509
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TOP OF BANK
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TOP OF BANK
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36"
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36"
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36"
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36"
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36"
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20"
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MH D
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MH E
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MH H
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MH L
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4" DRAIN
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4"
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FLOW METER PIT
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RAW WASTEWATER
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OXIDATION DITCH NO. 3
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STA. 0+00 LINE "RAW-1" OUTSIDE FACE OF CONC. WALL BEGIN LINE "RAW-1"
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48" DIP INFLUENT
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SEE "GENERAL NOTES" AND "LEGEND" ON SHEET 1.
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%%uCONSTRUCTION NOTES
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1.
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2.
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SEE PIPING PROFILES SHEETS 17-24.
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100 YEAR FLOOD ELEVATION 505, FEMA PANEL NO. 342 OF 500 MAP
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NUMBER 21047C0342C EFFECTIVE DATE SEPTEMBER 17, 2008.
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3.
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BACKFILL ALL DITCHES UNDER EXISTING OR PROPOSED PAVEMENT AND
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SIDEWALKS WITH COMPACTED CRUSHED STONE.
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4.
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UNLESS INDICATED OTHERWISE, ALL PIPING 12-INCH AND SMALLER FOR
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BURIED INSTALLATION SHALL BE CLASS 350 DIP. ALL PIPING LARGER THAN
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12-INCH FOR BURIED INSTALLATION SHALL BE CLASS 250 DIP.
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5.
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ALL BUIRED FITTINGS SHALL UTILIZE RETAINER GLANDS AS SPECIFIED.
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KICKERS SHALL BE INSTALLED WHERE DEPICTED OR NOTED ON THE PLANS.
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EXISTING PIPING WHICH IS TO BE ABANDONED MAY BE ABANDONED IN
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PLACE EXCEPT WHERE IT INTERFERES WITH NEW CONSTRUCTION; ALL WALL
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OPENINGS AND OPEN PIPES SHALL BE PLUGGED WITH CLASS "C" CONCRETE.
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* INDICATES INFORMATION TAKEN FROM EXISTING PLANS OR FIELD SURVEY
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WHICH SHALL BE VERIFIED BY THE CONTRACTOR.
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8.
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6.
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7.
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THE LOCATION OF EXISTING FIELD PIPING IS TAKEN FROM EXISTING PLANS
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AND FROM FIELD SURVEY BUT IS NOT GUARANTEED. THE CONTRACTOR
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SHALL LOCATE ALL EXISTING PIPING THAT MAY INTERFERE WITH PROPOSED
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CONSTRUCTION AND SHALL RELOCATE SAME AS REQUIRED AT %%uNO EXTRA COST%%u.
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9.
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ALL VERTICAL BENDS REQUIRED TO INSTALL THE LINES TO THE ELEVATIONS
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SHOWN ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR.
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10.
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PROPOSED RIPRAP
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PROPOSED RIPRAP
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INSTALL 5.50 L.F. OF 36" CLASS 350 SPECIALLY LINED DIP @ 1.82%
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INSTALL 6.00 L.F. OF 36" CLASS 350 SPECIALLY LINED DIP @ 1.67%
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490
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500
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495
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490
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500
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505
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510
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505
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495
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%%uNOTE
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SEE SITE PLANS FOR
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OTHER ASSOCIATED
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WORK
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N 1817196.53; E 1123640.94
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SPECIALLY LINED MANHOLE
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SPECIALLY LINED MANHOLE
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SPECIALLY LINED MANHOLE
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PROVIDE SLOPED INVERT AS SHOWN
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SPECIALLY LINED MANHOLE
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SPECIALLY LINED MANHOLE
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SPECIALLY LINED MANHOLE
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505
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507
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506
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504
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501
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510
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500
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24" SPECIALLY LINED DIP STUBOUT - 30' LONG, CAP EACH END W/ FERNCO PVC DEBRIS CAP OR EQUAL
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I.E. 471.20 IN 24" DIP STUBOUT CAP EACH END W/ FERNCO PVC DEBRIS CAP OR EQUAL
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ADDENDUM NO. 1
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11/25/19 AWR
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1
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1
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1
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ADDENDUM NO. 3
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1/10/20 AWR
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2
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2
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2
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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JGD
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SCL
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AWR
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17
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REVISIONS
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CHECKED
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DRAWN
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DESIGNED
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FOR
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SHEET
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OF
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97
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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CONTRACT NO. 133-2019-01
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1983
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PROJECT NUMBER
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1"=20' HOR
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SCALE
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DATE
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ENVIRONMENT AUTHORITY
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SITE PIPING PROFILES
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1"=10' VERT
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490
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500
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510
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520
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0+00
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1+00
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1+60
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45° BEND
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45° BEND
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%%u36" DIP FROM MAIN SPS TO HEADWORKS
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MAIN SPS
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FLOW METER PIT
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HEADWORKS
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EX. 12" RCP; I.E. 495.1 (TO BE ABANDONED)
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36"x20" TEE
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10" DIP DRAIN; I.E. 485.7
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90° BEND
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TEE
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90° BEND
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0+00
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1+00
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%%U48" DIP FROM HEADWORKS TO ANAEROBIC REACTOR
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22 BEND12° BEND
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ANAEROBIC
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REACTOR
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HEADWORKS
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0+00
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1+00
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90° BEND
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90° BEND
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OXIDATION
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DITCH NO. 3
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ANAEROBIC
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REACTOR
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12" RCP; I.E. 495.2* (TO BE ABANDONED)
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%%U36" DIP FROM ANAEROBIC REACTOR TO OXIDATION DITCH NO. 3
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36" RCP; I.E. 504.5* (TO BE ABANDONED)
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20" DIP RAS TO HEADWORKS; I.E. 506.3
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12" DIP SEWER; I.E. 490.5
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490
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500
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510
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520
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530
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530
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490
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500
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510
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520
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90° BEND
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45° BEND
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45° BEND
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45° BEND
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90° BEND
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0+00
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1+00
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2+00
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3+00
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4+00
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20" DIP RAS TO HEADWORKS; I.E. 506.3
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%%u36" DIP FROM ANAEROBIC REACTOR TO OXIDATION DITCH NO. 1
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OXIDATION
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DITCH NO. 1
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ANAEROBIC
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REACTOR
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12" RCP SEWER; I.E. 495.1* (TO BE ABANDONED)
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12" DIP SEWER; I.E. 490.1
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I.E. 506.00
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24" RCP STORM DRAIN; I.E. 494.3* (TO BE ABANDONED)
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12" CIP STORM DRAIN; I.E. 494.8* (TO BE ABANDONED)
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490
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500
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510
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520
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0+00
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1+00
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2+00
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3+00
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4+00
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5+00
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490
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500
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510
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520
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ANAEROBIC
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REACTOR
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36" RCP; I.E. 499.2* (TO BE ABANDONED)
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48" DIP F.C. EFFLUENT; I.E. 499.3
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12" RCP DRAIN; I.E. 495.8* (TO BE ABANDONED)
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16" DIP F.C. NO. 3 RAS; I.E. 490.4
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%%U36" DIP FROM ANAEROBIC REACTOR TO OXIDATION DITCH NO. 2
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36"-22 12°VERT. BEND
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90° BEND
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45° BEND
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12" DIP SEWER; I.E. 493.5
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FUTURE 24" F.C. EFFLUENT
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6" DIP WAS; I.E. 507.8
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12" RAS; I.E. UNKNOWN (TO BE ABANDONED)
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20" DIP RAS; I.E. 489.54
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480
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48" DIP OX DITCH NO. 2 & 4 EFFLUENT; I.E. 497.2
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24" TO OX. DITCH NO. 2; I.E. 503.4* (TO BE ABANDONED)
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45° BEND
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36" DIP OX. DITCH NO. 2 EFFLUENT; I.E. 498.4
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24" TO OX. DITCH NO. 2; I.E. 502.3* (TO BE ABANDONED)
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90° BEND
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24" TO OX. DITCH NO. 2; I.E. 502.2* (TO BE ABANDONED)
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I.E. 503.00
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OXIDATION
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DITCH NO. 2
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I.E. 506.00
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36" DIP TO FUTURE F.C.; I.E. 496.0
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490
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500
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510
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520
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480
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0+00
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1+00
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36"x20" TEE
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24" DIP RAS TO HEADWORKS; I.E. 506.5
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36" DIP TO HEADWORKS; I.E. 499.00
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12" RCP DRAIN; I.E. 495.0* (TO BE ABANDONED)
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18" DIP STORM DRAIN; I.E. 504.4
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18" DIP STORM DRAIN; I.E. 504.3
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%%U20" DIP BYPASS FROM RAS TO HEADWORKS INFLUENT
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20" TEE
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45° BEND
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20" 90° BEND
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8" DIP DRAIN TO MH E; I.E. 497.0
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18" RCP STORM DRAIN; I.E. 501.6
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24" TO OX. DITCH NO. 1; I.E. 502.2* (TO BE ABANDONED)
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14" DIP AIR TO OX. DITCH NO. 3; I.E. 506.1
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14" DIP AIR TO OX. DITCH NO. 1; I.E. 505.7
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14" DIP AIR TO OX. DITCH NO. 2; I.E. 503.8
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14" DIP AIR TO OX. DITCH NO. 2; I.E. 501.3
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4" DIP BUILDING SEWER; I.E. FIELD DETERMINE
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4" DIP REUSE WATER
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4" DIP DRAIN FROM FUTURE F.C. INFLUENT LINE; I.E. 495.7
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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4" DIP REUSE WATER
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4" DIP REUSE WATER
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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4" DIP REUSE WATER
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12" DIP STORM DRAIN; I.E. 506.5
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6" DIP REUSE WATER
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FEB. 2019
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SEE PIPING PLAN SHEETS 8-11.
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SEE "GENERAL NOTES" AND "LEGEND" ON SHEET 1.
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%%uCONSTRUCTION NOTES
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1.
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2.
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100 YEAR FLOOD ELEVATION 505, FEMA PANEL NO. 342 OF 500 MAP
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NUMBER 21047C0342C EFFECTIVE DATE SEPTEMBER 17, 2008.
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3.
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BACKFILL ALL DITCHES UNDER EXISTING OR PROPOSED PAVEMENT AND
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SIDEWALKS WITH COMPACTED CRUSHED STONE.
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4.
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UNLESS INDICATED OTHERWISE, ALL PIPING 12-INCH AND SMALLER FOR
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BURIED INSTALLATION SHALL BE CLASS 350 DIP. ALL PIPING LARGER THAN
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12-INCH FOR BURIED INSTALLATION SHALL BE CLASS 250 DIP.
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5.
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EXISTING PIPING WHICH IS TO BE ABANDONED MAY BE ABANDONED IN
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PLACE EXCEPT WHERE IT INTERFERES WITH NEW CONSTRUCTION; ALL WALL
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OPENINGS AND OPEN PIPES SHALL BE PLUGGED WITH CLASS "C" CONCRETE.
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* INDICATES INFORMATION TAKEN FROM EXISTING PLANS OR FIELD SURVEY
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WHICH SHALL BE VERIFIED BY THE CONTRACTOR.
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8.
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6.
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7.
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THE LOCATION OF EXISTING FIELD PIPING IS TAKEN FROM EXISTING PLANS
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AND FROM FIELD SURVEY BUT IS NOT GUARANTEED. THE CONTRACTOR
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SHALL LOCATE ALL EXISTING PIPING THAT MAY INTERFERE WITH PROPOSED
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9.
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ALL VERTICAL BENDS REQUIRED TO INSTALL THE LINES TO THE ELEVATIONS
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SHOWN ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR.
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10.
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CONSTRUCTION AND SHALL RELOCATE SAME AS REQUIRED AT %%uNO EXTRA COST%%u.
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ALL BURIED FITTINGS SHALL UTILIZE RETAINER GLANDS AS SPECIFIED.
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OR NOTED ON THE PLANS.
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THERE SHALL BE A MINIMUM OF 10'-0" BETWEEN MEGALUG AND ANY
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UNRESTRAINED JOINT. KICKERS SHALL BE INSTALLED WHERE DEPICTED
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20" DIP RAS
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90%%d BEND
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6" DIP WAS; I.E. 506.5
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90%%d BEND
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500
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510
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520
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0+00
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1+00
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2+00
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3+00
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4+00
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5+00
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36" DIP FROM ANAEROBIC REACTOR TO FUTURE OXIDATION DITCH
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ANAEROBIC
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REACTOR
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I.E. 503.00
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OXIDATION
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DITCH NO. 4
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36" RCP; I.E. 499.2* (TO BE ABANDONED)
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490
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48" DIP CLAIFIER EFFLUENT; I.E. 499.3
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FUTURE
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12" WAS; I.E. UNKNOWN (TO BE ABANDONED)
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500
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510
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520
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490
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6" DIP REUSE WATER
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45%%d BEND
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45%%d BEND
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8" DIP DRAIN; I.E. 505.8
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12" RCP STORM DRAIN; I.E. 504.7
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8" DIP DRAIN; I.E. 505.46
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8" DIP SEWER; I.E. 496.9
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14" DIP AIR TO OX. DITCH NO. 1; I.E. 506.0
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14" DIP AIR TO OX. DITCH NO. 2; I.E. 505.8
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14" DIP AIR TO OX. DITCH NO. 3; I.E. 506.1
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12" RCP STORM DRAIN; I.E. 503.8
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12" RCP STORM DRAIN; I.E. 503.6
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4" DIP BLDG SEWER; I.E. FIELD DETERMINE
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I.E. 500.0
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INSTALL 36" MJ PLUG W/ 4" DRAIN LINE @ 1.0% SLOPE TO MH G
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ADDENDUM NO. 3
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1/10/20 AWR
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1
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1
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1
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1
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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JGD
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SCL
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AWR
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19
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REVISIONS
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CHECKED
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DRAWN
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DESIGNED
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FOR
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SHEET
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OF
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1983
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PROJECT NUMBER
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1"=20' HOR
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SCALE
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DATE
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ENVIRONMENT AUTHORITY
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SITE PIPING PROFILES
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1"=10' VERT
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500
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510
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520
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490
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480
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45%%D BEND
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36" DIP TO FUTURE F.C.; I.E. 496.0
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45%%D BEND
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45%%D BEND
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22 & 11 BEND12° & 11 14° BEND
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0+00
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1+00
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2+00
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20" DIP FROM FINAL CLARIFIERS NO. 3 & 4 RAS CONTROL STRUCTURE TO FINAL CLARIFIERS NO. 1 & 2 RAS CONTROL STRUCTURE
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500
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510
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520
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490
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480
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36" DIP TO OX. DITCH NO. 2; I.E. 500.5
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48" DIP OX DITCH EFFLUENT; I.E. 496.9
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24" DIP F.C. NO. 2 EFFLUENT; I.E. 503.3*
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6" DIP WAS; I.E. 507.75
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20" DIP RAS TO HEADWORKS; I.E. 505.1
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36" DIP F.C. NO. 2 INFLUENT; I.E. 502.6
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F.C. NO. 3 & 4 RAS CONTROL STRUCTURE
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18" RCP STORM DRAIN; I.E. 508.4* (TO BE ABANDONED)
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F.C. NO. 1 & 2 RAS CONTROL STRUCTURE
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2+40
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I.E. 489.54
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I.E. 489.54
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45 & 22 BEND12° BEND
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24" TO OX. DITCH NO. 2; I.E. 503.9* (TO BE ABANDONED)
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14" DIP AIR TO OX. DITCH NO. 2; I.E. 504.8
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4" DIP DRAIN FROM FUTURE F.C. INFLUENT LINE; I.E. 495.9
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8" DIP SCUM DRAIN; I.E. 504.2
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8" DIP SCUM DRAIN; I.E. 504.2* (TO BE ABANDONED)
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4" DIP REUSE WATER
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6" DIP REUSE WATER
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0+00
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16" DIP FROM FINAL CLARIFIER NO. 1 TO F.C. NO. 1 & 2 RAS CONTROL STRUCTURE
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16" DIP SLUDGE; I.E. 490.6*
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12" DIP SLUDGE; I.E. 490.6* (TO BE ABANDONED)
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90° BEND
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EL. 512.50
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I.E. 489.54
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CONNECT TO EXISTING 16" DIP SLUDGE WITH 90° BEND
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F.C. NO. 1 & 2 RAS CONTROL STRUCTURE
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FINAL CLARIFIER NO. 1
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0+40
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20" DIP RAS TO HEADWORKS; I.E. 504.9
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6" DIP WAS; I.E. 507.75
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0+00
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16" DIP FROM FINAL CLARIFIER NO. 2 TO F.C. NO. 1 & 2 RAS CONTROL STRUCTURE
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16" DIP SLUDGE; I.E. 490.6*
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12" DIP SLUDGE; I.E. 490.6* (TO BE ABANDONED)
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11 BEND14° BEND
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11 BEND14° BEND
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EL. 512.50
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I.E. 489.54
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CONNECT TO EXISTING 16" DIP SLUDGE WITH 90° BEND
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F.C. NO. 1 & 2 RAS CONTROL STRUCTURE
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FINAL CLARIFIER NO. 2
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0+40
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500
AutoCAD SHX Text
510
AutoCAD SHX Text
520
AutoCAD SHX Text
490
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480
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0+00
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FINAL CLARIFIER NO. 3
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36" DIP TO OX. DITCH NO. 2; I.E. 498.9
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6" DIP WAS; I.E. 507.75
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12" WAS; I.E. UNKNOWN (TO BE ABANDONED)
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F.C. NO. 3 & 4 RAS CONTROL STRUCTURE
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11 BEND14° BEND
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16" DIP FROM FINAL CLARIFIER NO. 3 TO FINAL CLARIFIERS NO. 3 & 4 RAS CONTROL STRUCTURE
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14" DIP AIR TO OX. DITCH NO. 2; I.E. 504.8
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4" DIP DRAIN FROM FUTURE F.C. INFLUENT LINE; I.E. 495.6
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0+60
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I.E. 489.54
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%%U48" / 36" DIP CLARIFER EFFLUENT
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0+00
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1+00
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2+00
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I.E. 499.13 OUT
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EX. 36" RCP
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I.E. 499.96
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EX. 36" RCP
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I.E. 499.23 IN
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NEW 36" DIP
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I.E. 499.52 OUT
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NEW 36" DIP
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I.E. 499.62 IN
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NEW 36" DIP
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I.E. 499.86 OUT
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NEW 36" DIP
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EX. 8" DIP SCUM DRAIN; I.E. 503.33 (TO BE ABANDONED)
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I.E. 502.50 IN
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NEW 24" DIP
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FUTURE 36" TO FUTURE OX. DITCH
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36" DIP TO OX. DITCH NO 2; I.E. 494.6
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12" DIP SEWER; I.E. 492.2
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EX. 12" RCP; I.E. 495.5* (TO BE ABANDONED)
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20" DIP RAS TO HEADWORKS; I.E. 505.6
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EX. 24" TO OXIDATION DITCH; I.E. 504.8* (TO BE ABANDONED)
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36" DIP TO F.C. NO. 3; I.E. 495.1
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STA. 4+57.86 NEW MH Q
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STA. 3+46.85 NEW MH P
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STA. 2+48.73 NEW MH M
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18" RCP STORM DRAIN; I.E. 504.3
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14" DIP AIR TO OX. DITCH NO. 1; I.E. 504.3
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14" DIP AIR TO OX. DITCH NO. 3; I.E. 505.8
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I.E. 498.32 OUT
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EX. 36" RCP
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NEW 48" DIP
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I.E. 498.42 IN
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EX. 36" RCP
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NEW 48" DIP
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3+00
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4+00
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5+00
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18" RCP STORM DRAIN; I.E. 505.5
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12" DIP AIR TO SLUDGE HOLDING TANK NO. 1; I.E. 504.0
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6" DIP SLUDGE SUCTION; I.E. 504.6
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6" DIP WAS TO SLUDGE HOLDING TANK NO. 1; I.E. 504.0
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8" DIP DECANT; I.E. 506.08
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8" DIP DECANT; I.E. 503.6
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500
AutoCAD SHX Text
510
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520
AutoCAD SHX Text
490
AutoCAD SHX Text
480
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90%%D BEND
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0+00
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12" SLUDGE; I.E. 490.6* (TO BE ABANDONED)
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16" SLUDGE; I.E. 490.5* (TO BE ABANDONED)
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EL. 512.0
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EL. 512.50
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I.E. 489.07
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I.E. 489.16
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F.C. NO. 1 & 2 RAS CONTROL STRUCTURE
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RAS/WAS PUMP STATION
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20" DIP RAS TO HEADWORKS; I.E. 504.8
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24" DIP FROM F.C. NO. 1 & 2 RAS CONTROL STRUCTURE TO RAS/WAS PUMP STATION
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0+40
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6" DIP WAS; I.E. 507.75
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FINAL CLARIFIER NO. 2
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11 1/4° BEND
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20" DIP RAS; I.E. 489.54
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12" DIP WAS; I.E. UNKNOWN (TO BE ABANDONED)
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36" DIP TO FUTURE F.C.; I.E. 496.0
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SCUM PUMPING STATION
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8" DIP SCUM DRAIN; I.E. 503.7* (TO BE ABANDONED)
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500
AutoCAD SHX Text
510
AutoCAD SHX Text
520
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490
AutoCAD SHX Text
480
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0+00
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0+60
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0+60
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NEW MANHOLE R
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8" DIP SCUM DRAIN LINES
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CONNECT TO EXISTING 8" D.I.P. SCUM
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I.E. 504.25*
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I.E. 503.50 IN
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2- 8" DIP
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I.E. 503.7 OUT
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NEW 8" DIP
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I.E. 503.73* IN
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EX. 8" DIP
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48" DIP OX. DITCH NO. 2 EFFLUENT; I.E. 496.8
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4" DIP REUSE WATER
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6" DIP WAS; I.E. 507.75
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20" DIP RAS TO HEADWORKS; I.E. 505.4
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500
AutoCAD SHX Text
510
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520
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490
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480
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STA. 0+00 EXIST. MH 8 REPLACE EXISTING MANHOLE W/ NEW 8'-0" MANHOLECONNECT TO NEW MANHOLE
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2" COPPER REUSE WATER
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2" COPPER POTABLE WATER
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2" COPPER POTABLE WATER
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6" DIP REUSE WATER
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4" DIP REUSE WATER
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4" DIP DRAIN; I.E. 503.0
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4" DIP DRAIN; I.E. 503.0
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SEE PIPING PLAN SHEETS 8-11.
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SEE "GENERAL NOTES" AND "LEGEND" ON SHEET 1.
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%%uCONSTRUCTION NOTES
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1.
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2.
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100 YEAR FLOOD ELEVATION 505, FEMA PANEL NO. 342 OF 500 MAP
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NUMBER 21047C0342C EFFECTIVE DATE SEPTEMBER 17, 2008.
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3.
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BACKFILL ALL DITCHES UNDER EXISTING OR PROPOSED PAVEMENT AND
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SIDEWALKS WITH COMPACTED CRUSHED STONE.
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4.
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UNLESS INDICATED OTHERWISE, ALL PIPING 12-INCH AND SMALLER FOR
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BURIED INSTALLATION SHALL BE CLASS 350 DIP. ALL PIPING LARGER THAN
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12-INCH FOR BURIED INSTALLATION SHALL BE CLASS 250 DIP.
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5.
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EXISTING PIPING WHICH IS TO BE ABANDONED MAY BE ABANDONED IN
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PLACE EXCEPT WHERE IT INTERFERES WITH NEW CONSTRUCTION; ALL WALL
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OPENINGS AND OPEN PIPES SHALL BE PLUGGED WITH CLASS "C" CONCRETE.
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* INDICATES INFORMATION TAKEN FROM EXISTING PLANS OR FIELD SURVEY
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WHICH SHALL BE VERIFIED BY THE CONTRACTOR.
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8.
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6.
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7.
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THE LOCATION OF EXISTING FIELD PIPING IS TAKEN FROM EXISTING PLANS
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AND FROM FIELD SURVEY BUT IS NOT GUARANTEED. THE CONTRACTOR
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SHALL LOCATE ALL EXISTING PIPING THAT MAY INTERFERE WITH PROPOSED
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9.
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ALL VERTICAL BENDS REQUIRED TO INSTALL THE LINES TO THE ELEVATIONS
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SHOWN ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR.
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10.
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CONSTRUCTION AND SHALL RELOCATE SAME AS REQUIRED AT %%uNO EXTRA COST%%u.
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ALL BURIED FITTINGS SHALL UTILIZE RETAINER GLANDS AS SPECIFIED.
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OR NOTED ON THE PLANS.
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THERE SHALL BE A MINIMUM OF 10'-0" BETWEEN MEGALUG AND ANY
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UNRESTRAINED JOINT. KICKERS SHALL BE INSTALLED WHERE DEPICTED
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97
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CONTRACT NO. 133-2019-01
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FEB. 2019
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EL. 506.67
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ADDENDUM NO. 3
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1/10/20 AWR
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1
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1
AutoCAD SHX Text
1
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I.E. 502.50 IN
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6" DIP SCUM
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1
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I.E. 503.8 IN
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NEW 4" DIP DRAIN
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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JGD
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SCL
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AWR
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CHECKED
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DRAWN
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DESIGNED
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FOR
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1"=20' HOR
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SCALE
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DATE
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ENVIRONMENT AUTHORITY
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SITE PIPING PROFILES
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1"=10' VERT
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45%%D BEND
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90%%D BEND
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500
AutoCAD SHX Text
510
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0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
520
AutoCAD SHX Text
SLUDGE HOLDING TANK NO. 1
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BLOWER BUILDING
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490
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530
AutoCAD SHX Text
540
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12" DIP AIR FROM BLOWER BUILDING TO SLUDGE HOLDING TANK NO. 1
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45%%D BEND
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90%%D BEND
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45%%D BEND
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1+00
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2+00
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12" DIP AIR FROM BLOWER BUILDING TO SLUDGE HOLDING TANK NO. 2
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6" DIP WAS; I.E. 505.6
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0+00
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SLUDGE HOLDING TANK NO. 2
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BLOWER BUILDING
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90%%D BEND
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TEMP CONNECTION
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90%%D BEND
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0+00
AutoCAD SHX Text
1+00
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500
AutoCAD SHX Text
510
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500
AutoCAD SHX Text
510
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500
AutoCAD SHX Text
510
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520
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FUTURE 36" TO FUTURE OX. DITCH
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12" DIP SEWER; I.E. 492.4
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FUTURE 24" FINAL CLARIFIER EFFLUENT
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48" DIP CLARIFIER EFFLUENT; I.E. 499.5
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20" DIP RAS TO HEADWORKS; I.E. 505.9
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45%%D BEND
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45%%D BEND
AutoCAD SHX Text
45%%D BEND
AutoCAD SHX Text
36" DIP OX. DITCH NO. 3 EFFLUENT; I.E. 498.2
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45%%D BEND
AutoCAD SHX Text
12" DIP OX. DITCH NO. 3 DRAIN; I.E. 494.1
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90%%D BEND
AutoCAD SHX Text
520
AutoCAD SHX Text
0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
520
AutoCAD SHX Text
90%%D BEND
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6" DIP WAS; I.E. 506.5
AutoCAD SHX Text
FUTURE 24" FINAL CLARIFIER EFFLUENT
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45° BEND
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16" DIP RAS FROM F.C. NO. 3; I.E. 489.8
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90%%D BEND
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14" DIP AIR FROM BLOWER BUILDING TO OXIDATION DITCH NO. 1
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0+00
AutoCAD SHX Text
1+00
AutoCAD SHX Text
2+00
AutoCAD SHX Text
3+00
AutoCAD SHX Text
4+00
AutoCAD SHX Text
490
AutoCAD SHX Text
BLOWER BUILDING
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36" DIP TO OX. DITCH NO. 2; I.E. 494.6
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48" DIP CLARIFIER EFFLUENT; I.E. 499.3
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36" RCP; I.E. 499.2* (TO BE ABANDONED)
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36" RCP; I.E. 504.1* (TO BE ABANDONED)
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12" RCP DRAIN; I.E. 495.2* (TO BE ABANDONED)
AutoCAD SHX Text
20" DIP RAS TO HEADWORKS; I.E. 506.4
AutoCAD SHX Text
12" DIP SEWER; I.E. 491.1
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OXIDATION DITCH NO. 3
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OXIDATION DITCH NO. 1
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36" DIP TO OX. DITCH NO. 2; I.E. 494.6
AutoCAD SHX Text
12" RCP DRAIN; I.E. 495.5* (TO BE ABANDONED)
AutoCAD SHX Text
24" TO OX. DITCH NO. 2; I.E. 504.9* (TO BE ABANDONED)
AutoCAD SHX Text
8" DIP SCUM DRAIN; I.E. 503.2* (TO BE ABANDONED)
AutoCAD SHX Text
36" RCP; I.E. 499.8* (TO BE ABANDONED)
AutoCAD SHX Text
24" RCP STORM DRAIN; I.E. 507.6* (TO BE ABANDONED)
AutoCAD SHX Text
14" DIP AIR FROM BLOWER BUILDING TO OXIDATION DITCH NO. 2
AutoCAD SHX Text
BLOWER BUILDING
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FUTURE 36" TO FUTURE OX. DITCH
AutoCAD SHX Text
12" DIP SEWER; I.E. 493.6
AutoCAD SHX Text
490
AutoCAD SHX Text
12" RCP DRAIN; I.E. 495.9* (TO BE ABANDONED)
AutoCAD SHX Text
480
AutoCAD SHX Text
12" DIP WAS; I.E. UNKNOWN (TO BE ABANDONED)
AutoCAD SHX Text
20" DIP RAS; I.E. 489.54
AutoCAD SHX Text
FUTURE 36" TO FUTURE F.C.; I.E. 496.0
AutoCAD SHX Text
24" OX. DITCH NO. 2 INFLUENT; I.E. 503.2* (TO BE ABANDONED)
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48" DIP OX. DITCH NO. 2 EFFLUENT; I.E. 497.8
AutoCAD SHX Text
36" DIP OX. DITCH NO. 2 INFLUENT; I.E. 503.5
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45° BEND
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24" OX. DITCH NO. 2 INFLUENT; I.E. 503.2* (TO BE ABANDONED)
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36" DIP OX. DITCH NO. 2 INFLUENT; I.E. 506.0
AutoCAD SHX Text
OXIDATION DITCH NO. 2
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530
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500
AutoCAD SHX Text
510
AutoCAD SHX Text
520
AutoCAD SHX Text
490
AutoCAD SHX Text
480
AutoCAD SHX Text
530
AutoCAD SHX Text
490
AutoCAD SHX Text
45%%D BEND
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BLOWER BUILDING
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14" DIP AIR FROM BLOWER BUILDING TO OXIDATION DITCH NO. 3
AutoCAD SHX Text
4" DIP BUILDING SEWER
AutoCAD SHX Text
6" DIP REUSE WATER
AutoCAD SHX Text
14" 11 1/4°VERTICAL BEND
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14" 11 1/4°VERTICAL BEND
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FUTURE 36" TO FUTURE OX. DITCH
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6" DIP REUSE WATER
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4" BLDG SEWER
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18" RCP STORM DRAIN; I.E. 502.4
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1" AIR LINE DRAIN VALVE ASSEMBLY (TYP. @ LOW POINT) SEE DETAIL, SHEET 25
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1" AIR LINE DRAIN VALVE ASSEMBLY (TYP. @ LOW POINT) SEE DETAIL, SHEET 25
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1" AIR LINE DRAIN VALVE ASSEMBLY (TYP. @ LOW POINT) SEE DETAIL, SHEET 25
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1" AIR LINE DRAIN VALVE ASSEMBLY (TYP. @ LOW POINT) SEE DETAIL, SHEET 25
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1" AIR LINE DRAIN VALVE ASSEMBLY (TYP. @ LOW POINT) SEE DETAIL, SHEET 25
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4" DIP DRAIN FROM FUTURE F.C. INFLUENT LINE; I.E. 495.1
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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48" DIP CLARIFIER
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EFFLUENT; I.E. 498.9*
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SEE PIPING PLAN SHEETS 8-11.
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SEE "GENERAL NOTES" AND "LEGEND" ON SHEET 1.
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%%uCONSTRUCTION NOTES
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1.
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2.
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100 YEAR FLOOD ELEVATION 505, FEMA PANEL NO. 342 OF 500 MAP
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NUMBER 21047C0342C EFFECTIVE DATE SEPTEMBER 17, 2008.
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3.
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BACKFILL ALL DITCHES UNDER EXISTING OR PROPOSED PAVEMENT AND
AutoCAD SHX Text
SIDEWALKS WITH COMPACTED CRUSHED STONE.
AutoCAD SHX Text
4.
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UNLESS INDICATED OTHERWISE, ALL PIPING 12-INCH AND SMALLER FOR
AutoCAD SHX Text
BURIED INSTALLATION SHALL BE CLASS 350 DIP. ALL PIPING LARGER THAN
AutoCAD SHX Text
12-INCH FOR BURIED INSTALLATION SHALL BE CLASS 250 DIP.
AutoCAD SHX Text
5.
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EXISTING PIPING WHICH IS TO BE ABANDONED MAY BE ABANDONED IN
AutoCAD SHX Text
PLACE EXCEPT WHERE IT INTERFERES WITH NEW CONSTRUCTION; ALL WALL
AutoCAD SHX Text
OPENINGS AND OPEN PIPES SHALL BE PLUGGED WITH CLASS "C" CONCRETE.
AutoCAD SHX Text
* INDICATES INFORMATION TAKEN FROM EXISTING PLANS OR FIELD SURVEY
AutoCAD SHX Text
WHICH SHALL BE VERIFIED BY THE CONTRACTOR.
AutoCAD SHX Text
8.
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6.
AutoCAD SHX Text
7.
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THE LOCATION OF EXISTING FIELD PIPING IS TAKEN FROM EXISTING PLANS
AutoCAD SHX Text
AND FROM FIELD SURVEY BUT IS NOT GUARANTEED. THE CONTRACTOR
AutoCAD SHX Text
SHALL LOCATE ALL EXISTING PIPING THAT MAY INTERFERE WITH PROPOSED
AutoCAD SHX Text
9.
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ALL VERTICAL BENDS REQUIRED TO INSTALL THE LINES TO THE ELEVATIONS
AutoCAD SHX Text
SHOWN ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR.
AutoCAD SHX Text
10.
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CONSTRUCTION AND SHALL RELOCATE SAME AS REQUIRED AT %%uNO EXTRA COST%%u.
AutoCAD SHX Text
ALL BURIED FITTINGS SHALL UTILIZE RETAINER GLANDS AS SPECIFIED.
AutoCAD SHX Text
OR NOTED ON THE PLANS.
AutoCAD SHX Text
THERE SHALL BE A MINIMUM OF 10'-0" BETWEEN MEGALUG AND ANY
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UNRESTRAINED JOINT. KICKERS SHALL BE INSTALLED WHERE DEPICTED
AutoCAD SHX Text
CONTRACT NO. 133-2019-01
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FEB. 2019
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1983
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PROJECT NUMBER
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21
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REVISIONS
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SHEET
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OF
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97
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ADDENDUM NO. 3
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1/10/20 AWR
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1
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1
AutoCAD SHX Text
1
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6" DIP REUSE WATER
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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JGD
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SCL
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AWR
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22
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REVISIONS
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CHECKED
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DRAWN
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DESIGNED
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FOR
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SHEET
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OF
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1983
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PROJECT NUMBER
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1"=20' HOR
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SCALE
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DATE
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ENVIRONMENT AUTHORITY
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SITE PIPING PROFILES
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1"=10' VERT
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FUTURE 24" CLARIFIER EFFLUENT
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480
AutoCAD SHX Text
0+00
AutoCAD SHX Text
490
AutoCAD SHX Text
500
AutoCAD SHX Text
510
AutoCAD SHX Text
480
AutoCAD SHX Text
490
AutoCAD SHX Text
500
AutoCAD SHX Text
510
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12" DIP SEWER FROM MH A TO MH NO. 6
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1+00
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2+00
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3+00
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4+00
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5+00
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470
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460
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I.E 469.40 IN NEW 36" DIP
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STA. 0+44.81 NEW MH D
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36" DIP TO OX. DITCH NO. 1; I.E. 502.0
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12" RCP DRAIN; I.E. 495.2* (TO BE ABANDONED)
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36" RCP; I.E. 503.8* (TO BE ABANDONED)
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36" RCP; I.E. 499.2* (TO BE ABANDONED)
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20" DIP RAS TO HEADWORKS; I.E. 506.1
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48" DIP F.C. EFFLUENT; I.E. 499.3
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STA. 5+69.61 EXIST. MH 6 CONNECT TO EXISTING MANHOLE
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I.E 484.30 IN NEW 12" DIP
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I.E 483.70 IN NEW 12" DIP
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I.E 484.10 OUT NEW 12" DIP
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I.E 489.97 IN NEW 12" DIP
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I.E 485.40 OUT NEW 12" DIP
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I.E 495.53 IN NEW 12" DIP
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I.E 493.70 OUT NEW 12" DIP
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I.E 495.90 OUT NEW 12" DIP
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I.E 496.65 IN EX. 8" PVC
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36" DIP TO OX. DITCH NO. 3; I.E. 506.0
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36" DIP TO OX. DITCH NO. 2; I.E. 495.5
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520
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520
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470
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460
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STA. 0+00 NEW DROP MH A
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I.E 469.20 OUT NEW 48" DIP
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RAISE MH TOP AS REQ'D FOR FINISHED GRADE
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I.E 492.75 IN NEW 12" DIP
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I.E 492.65 OUT NEW 12" DIP
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EXISTING OUTLET TO BE PLUGGED
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STA. 1+58.80 NEW MH E
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STA. 4+30.39 NEW MH F
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STA. 5+28.93 NEW MH G
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6+00
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0+00
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480
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490
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500
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510
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10"/8" DIP SEWER FROM NEW MH E TO SLUDGE HOLDING TANK NO. 2
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1+00
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2+00
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3+00
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520
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STA. 0+00 NEW MH E
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STA. 0+90.64 NEW MH H
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STA. 2+33.68 NEW MH J
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STA. 3+15.57 NEW MH K
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I.E 501.75 OUT NEW 8" DIP
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I.E 500.97 IN NEW 8" DIP
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I.E 502.8 IN 8" SLUDGE PRESS DRAIN & 4" DIP DRAIN
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I.E 500.87 OUT NEW 10" DIP
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I.E 499.48 IN NEW 10" DIP
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I.E 486.47 OUT NEW 10" DIP
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I.E 485.60 IN NEW 10" DIP
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SLUDGE HOLDING TANK NO. 2
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SCREW PUMP STRUCTURE TO BE RAZED
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36" DIP TO HEADWORKS; I.E. 500.5
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480
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490
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500
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510
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520
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I.E 501.5 IN 8" DIP FROM HEADWORKS
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20" HDPE FORCE MAIN; I.E. UNKNOWN (TO BE ABANDONED)
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12" RCP DRAIN; I.E. 494.6* (TO BE ABANDONED)
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I.E 496.88 IN 8" DIP FROM L
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I.E 485.60 IN 10" DIP FROM H
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NEW 48" DIP; I.E. 498.5*
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I.E 503.5 IN 8" OVERFLOW
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I.E 506.08 IN 8" DECANT
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0+00
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8" DIP SEWER FROM NEW MH H TO NEW MH S
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1+00
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2+00
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STA. 0+00 NEW MH H
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I.E 486.57 IN NEW 8" DIP
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I.E 486.47 OUT NEW 10" DIP
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SCREW PUMP STRUCTURE TO BE RAZED
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I.E 501.5 IN 8" DIP FROM HEADWORKS
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12" RCP DRAIN; I.E. 494.6* (TO BE ABANDONED)
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STA. 1+90.44 NEW MH S
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20" HDPE FM; I.E. UNKNOWN (TO BE ABANDONED)
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I.E 487.50 OUT NEW 8" DIP
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I.E 489.97 IN 12" DIP FROM F
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I.E 485.40 OUT NEW 12" DIP
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I.E 496.88 IN 8" DIP FROM L
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I.E 486.57 IN 8" DIP FROM S
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I.E 499.48 IN 8" DIP FROM J
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I.E 492.00 IN NEW 6" DIP
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I.E 506.08 IN 8" DECANT
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I.E 503.5 IN 8" OVERFLOW
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INLINE SUSPENDED SENSOR VAULT
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18" RCP STORM DRAIN; I.E. 505.1
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18" DIP STORM DRAIN; I.E. 504.2
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4" DIP REUSE WATER
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4" DIP DRAIN; I.E. 497.7
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14" DIP AIR TO OX. DITCH NO. 1; I.E. 505.4
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14" DIP AIR TO OX. DITCH NO. 3; I.E. 504.8
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14" DIP AIR TO OX. DITCH NO. 2; I.E. 504.8
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I.E 493.91 IN NEW 12" DIP
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I.E 505.2 IN 8" DIP FROM CB 16
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6" DIP REUSE WATER
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I.E FIELD DETERMINE 4" BLDG SERVICE
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6" DIP WAS; I.E. 507.3
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I.E 495.0 IN 4" DIP DRAIN
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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I.E 502.8 IN 4" DIP DRAIN
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6" DIP REUSE WATER
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6" DIP REUSE WATER
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SEE PIPING PLAN SHEETS 8-11.
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SEE "GENERAL NOTES" AND "LEGEND" ON SHEET 1.
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%%uCONSTRUCTION NOTES
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1.
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2.
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100 YEAR FLOOD ELEVATION 505, FEMA PANEL NO. 342 OF 500 MAP
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NUMBER 21047C0342C EFFECTIVE DATE SEPTEMBER 17, 2008.
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3.
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BACKFILL ALL DITCHES UNDER EXISTING OR PROPOSED PAVEMENT AND
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SIDEWALKS WITH COMPACTED CRUSHED STONE.
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4.
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UNLESS INDICATED OTHERWISE, ALL PIPING 12-INCH AND SMALLER FOR
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BURIED INSTALLATION SHALL BE CLASS 350 DIP. ALL PIPING LARGER THAN
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12-INCH FOR BURIED INSTALLATION SHALL BE CLASS 250 DIP.
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5.
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EXISTING PIPING WHICH IS TO BE ABANDONED MAY BE ABANDONED IN
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PLACE EXCEPT WHERE IT INTERFERES WITH NEW CONSTRUCTION; ALL WALL
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OPENINGS AND OPEN PIPES SHALL BE PLUGGED WITH CLASS "C" CONCRETE.
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* INDICATES INFORMATION TAKEN FROM EXISTING PLANS OR FIELD SURVEY
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WHICH SHALL BE VERIFIED BY THE CONTRACTOR.
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8.
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6.
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7.
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THE LOCATION OF EXISTING FIELD PIPING IS TAKEN FROM EXISTING PLANS
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AND FROM FIELD SURVEY BUT IS NOT GUARANTEED. THE CONTRACTOR
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SHALL LOCATE ALL EXISTING PIPING THAT MAY INTERFERE WITH PROPOSED
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9.
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ALL VERTICAL BENDS REQUIRED TO INSTALL THE LINES TO THE ELEVATIONS
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SHOWN ON THE PLANS SHALL BE FURNISHED BY THE CONTRACTOR.
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10.
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CONSTRUCTION AND SHALL RELOCATE SAME AS REQUIRED AT %%uNO EXTRA COST%%u.
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ALL BURIED FITTINGS SHALL UTILIZE RETAINER GLANDS AS SPECIFIED.
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OR NOTED ON THE PLANS.
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THERE SHALL BE A MINIMUM OF 10'-0" BETWEEN MEGALUG AND ANY
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UNRESTRAINED JOINT. KICKERS SHALL BE INSTALLED WHERE DEPICTED
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97
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CONTRACT NO. 133-2019-01
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FEB. 2019
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ADDENDUM NO. 3
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1/10/20 AWR
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1
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I.E 471.20 IN 24" STUBOUT
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1
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1
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1
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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%%uBEAM "A" - 2 REQ'D
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#4 STIRRUPS (TYPE T1) @ 8" O.C.
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%%uBEAM "B"
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#4 STIRRUPS (TYPE T1) @ 12" O.C.
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18" WALL
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BEAM "E"
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%%uBEAM "D" - 2 REQ'D
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%%uBEAM "C"
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#4 STIRRUPS (TYPE T1) @ 12" O.C.
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3-#8's TOP W/ 90° HOOK ENDSCONTINUOUS THRU BEAM "F"
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BEAM "D"
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BEAM "D"
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%%uBEAM "F"
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#4 STIRRUPS (TYPE T1) @ 8" O.C.
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BEAM "E"
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%%uBEAM "C"
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%%uBEAM "F"
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%%uBEAM "E"
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#4 STIRRUPS (TYPE T1) @ 8" O.C.
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JGD
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SCL
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AWR
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31
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REVISIONS
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CHECKED
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DRAWN
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DESIGNED
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FOR
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SHEET
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OF
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HOPKINSVILLE WATER
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SEWER SYSTEM IMPROVEMENTS
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HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
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1983
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PROJECT NUMBER
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AS SHOWN
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SCALE
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DATE
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ENVIRONMENT AUTHORITY
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MAIN SEWAGE PUMPING STATION
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STRUCTURAL DETAILS
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%%UBEAM DETAILS
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SCALE: 3/8" = 1'-0"
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%%uTOP SLAB REINFORCING PLAN
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SCALE: 3/16" = 1'-0"
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BEAM "A"
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BEAM "B" (BELOW)
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BEAM "C" (BELOW)
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BEAM "A"
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BEAM "D"
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BEAM "D"
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BEAM "F"
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BEAM "E"
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WALL
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WALL
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X
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X
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%%UWETWELL WALL PLAN SHOWING EXTRA CORNER BARS
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SCALE: 3/16" = 1'-0
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EXTRA CORNER BARS #8's @ 12" O.C.O.F. OCCUR BETWEEN REGULAR STEEL RESULTS IN 6" O.C.
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114"
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114"
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90"
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90"
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76"
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76"
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EL. 466.75 TO EL. 488.00
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EL. 488.00 TO EL. 499.25
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EL. 499.25 TO EL. 510.00
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2 #8's TOP & BOTTOM 12'-6" LONG
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2 #8's TOP & BOTTOM 10'-10" LONG (TYP. 3 PLACES)
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2 #8's TOP & BOTTOM 13'-0" LONG (TYP. 6 PLACES)
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2 #8's TOP & BOTTOM 28'-8" LONG
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#4 DOWELS @ 8" O.C. TOP
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50"
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24"
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#4's @ 8" O.C.
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%%uSECTION X
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SCALE: 3/8" = 1'-0"
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466.75 - 488.00
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488.00 - 499.25
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499.25 - 510.00
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42"
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30"
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18"
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#8's @ 12" O.C.
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#7's @ 12" O.C.
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#6's @ 12" O.C.
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#8's @ 12" O.C.
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#7's @ 12" O.C.
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#6's @ 12" O.C.
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#6's @ 12" O.C.
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#6's @ 12" O.C.
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#5's @ 12" O.C.
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#8's @ 12" O.C.
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ELEVATION
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WALL
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INSIDE FACE
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OUTSIDE FACE
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OUTSIDE FACE
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WALL REINFORCING TABLE
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INSIDE FACE
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OUTSIDE FACE
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INSIDE FACE
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HORIZONTAL REINFORCING
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REGULAR STEEL
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REGULAR STEEL
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EXTRA STEEL
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EXTRA
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VERTICAL REINFORCING
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WITH CORNER BARS
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#9's @ 12" O.C.
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#9's @ 12" O.C.
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#8's @ 12" O.C.
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#8's @ 12" O.C.
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CORNER BARS
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#5's @ 12" O.C.
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#5's @ 12" O.C.
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#8's @ 12" O.C.
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#8's @ 12" O.C.
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%%uROOF SLAB PLAN
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SCALE: 3/16" = 1'-0"
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OPENINGS AS REQ'D FOR HVAC, SEE MECHANICAL SHEETS
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2 #5's TOP & BOTTOM 15'-0" LONG (TYP. 3 PLACES)
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2 #5's TOP & BOTTOM 8'-10" LONG (TYP. 2 PLACES)
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3-#8's BOTTOM W/ 90° HOOK ENDS
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2-#6 U-BARS
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36"
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14"
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6-#9's BOTTOM W/ 90° HOOK ENDS
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2-#6's TOP
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8-#9's TOP W/ 90° HOOK ENDS
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3-#9's BOTTOM
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#6's @ 12" O.C.E.F. VERT W/ #6 U-BARS TOP & BOTTOM
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24"
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14"
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%%UNOTE:
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BEAM "D" SHALL BE POURED
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IN CONJUNCTION WITH 18" PUMP
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STATION WALLS.
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6-#8's BOTTOM W/ 90° HOOK ENDS
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6-#8's BOTTOM W/ 90° HOOK ENDS
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#6's @ 12" O.C.E.F. HOR
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4-#8's BOTTOM W/ 90° HOOK ENDS
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3-#8's TOP
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3-#8's TOP
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2-#4's E.F.
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FEB. 2019
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12" SPLIT FACE BLOCK
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%%uMAIN SPS ELECTRICAL ROOM WALL SECTION
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SCALE: 3/4" = 1'-0"
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SEE MASONRY REINFORCING DETAILS ON SHEET 81 FOR HORIZONTAL & VERTICAL MASONRY REINFORCEMENT
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DOWELS OCCUR WITH VERTICAL MASONRY REINFORCEMENT, SEE DETAILS ON SHEET 81
S.S. ADJUSTABLE PIPE SUPPORT, SEE DETAIL, SHEET 83
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FIBERGLASS GRATING
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FIBERGLASS GRATING
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C.J.
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C.J.
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6" DIP
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6" DIP
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ENCASE PIPING UNDER BLDG. IN CLASS "C" CONC.
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6" B'FLY VALVE (TYP. FOR 3)
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3" B'FLY VALVE (TYP. FOR 2)
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6" DIP FROM EFFLUENT REUSE PUMPS
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ADDENDUM NO. 3
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1/10/20 AWR
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1
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1
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1
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1
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1
WAUFORDJ. R. Wauford & Company, Consulting Engineers, Inc.Nashville, Tennessee(615)883-3243www.jrwauford.com
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YARD PIPING VALVE SCHEDULE
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VALVE SCHEDULE
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LOCATION
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TYPE
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SIZE
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QTY.
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CONNECTION
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REMARKS
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SETTING
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OPERATION
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FURNISHED BY EQUIPMENT MFG/VENDOR
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VALVE BOX, PAD & PLAQUE
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1
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GATE
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18"
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MJ
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RAW WASTEWATER FLOW METER BYPASS
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SQ. NUT
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HOR
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2
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CHECK
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20"
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FL
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MAIN SPS RAW SEWAGE PUMP DISCHARGE
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---
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-
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HOR
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-
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2
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16"
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FL
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---
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HOR
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CHECK
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MAIN SPS RAW SEWAGE PUMP DISCHARGE
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SPUR GEAR - S.S. EXT. STEM & BUSHED FLOOR BOX
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2
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20"
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FL
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SQ. NUT
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HOR
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GATE
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MAIN SPS RAW SEWAGE PUMP DISCHARGE
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SPUR GEAR - S.S. EXT. STEM & BUSHED FLOOR BOX
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2
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16"
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FL
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SQ. NUT
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HOR
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GATE
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MAIN SPS RAW SEWAGE PUMP DISCHARGE
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SPUR GEAR - S.S. EXT. STEM & BUSHED FLOOR BOX
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2
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24"
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FL
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SQ. NUT
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HOR
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GATE
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RAW WASTEWATER FLOW METER PIT
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-
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4
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30"
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FL
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HANDWHEEL
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VERT
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PLUG
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HEADWORKS INFLUENT
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S.S. EXT. STEM & BUSHED STEM GUIDES
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2
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8"
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FL
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HANDWHEEL
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VERT
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MUD
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ANAEROBIC REACTOR DRAIN
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S.S. EXT. STEM & BUSHED FLOOR BOX
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3
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12"
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FL
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SQ. NUT
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VERT
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MUD
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OXIDATION DITCH NO. 3 DRAIN
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2
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10"
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ELECTRIC
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VERT
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B'FLY
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OXIDATION DITCH NO. 3 AIR
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2
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3"
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FL
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LEVER & WEIGHT
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HOR
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CHECK
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SCUM PUMPING STATION PUMP DISCHARGE
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2
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16"
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FL
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ELECTRIC
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VERT
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TELESCOPING
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F.C. NO. 1 & 2 RAS CONTROL STRUCTURE INFLUENT
AutoCAD SHX Text
S.S. EXT. STEM, STEM GUIDES & BUSHED FLOOR BOX
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2
AutoCAD SHX Text
FL
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SQ. NUT
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HOR
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GATE
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F.C. NO. 1 & 2 RAS CONTROL STRUCTURE INFLUENT
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12"
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-
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3
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FL
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---
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HOR
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CHECK
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RAS PUMP DISCHARGE
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12"
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-
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3
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FL
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SQ. NUT
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HOR
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GATE
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RAS PUMP DISCHARGE
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12"
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-
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2
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FL
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HOR
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CHECK
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WAS PUMP DISCHARGE
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6"
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LEVER & WEIGHT
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-
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2
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FL
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HOR
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GATE
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WAS PUMP DISCHARGE
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6"
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SQ. NUT
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-
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1
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FL
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HOR
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3-WAY PLUG
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WAS ELECTRIC VALVE PIT
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6"
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ELECTRIC
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S.S. SLIP TUBE
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4
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FL
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HOR
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PLUG
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SLUDGE HOLDING TANK SUPERNATANT DRAW-OFF
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8"
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CHAIN
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-
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2
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FL
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HOR
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PLUG
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SLUDGE HOLDING TANK SUPERNATANT DRAW-OFF
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8"
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HANDWHEEL
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-
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2
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6"
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FL
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ELECTRIC
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HOR
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PLUG
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GRIT TRANSFER PUMP SUCTION
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-
AutoCAD SHX Text
2
AutoCAD SHX Text
4"
AutoCAD SHX Text
FL
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
VERT
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
GRIT TRANSFER PUMP DISCHARGE
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
4"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
VERT
AutoCAD SHX Text
GATE
AutoCAD SHX Text
EFFLUENT REUSE WATER
AutoCAD SHX Text
S.S. EXT. STEM & BUSHED STEM GUIDES
AutoCAD SHX Text
1
AutoCAD SHX Text
4"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
VERT
AutoCAD SHX Text
MUD
AutoCAD SHX Text
ANAEROBIC REACTOR DRAIN
AutoCAD SHX Text
2
AutoCAD SHX Text
18"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
OXIDATION DITCH NO. 3 INFLUENT
AutoCAD SHX Text
S.S. EXT. STEM & BUSHED STEM GUIDES
AutoCAD SHX Text
2
AutoCAD SHX Text
18"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
OXIDATION DITCH NO. 1 INFLUENT
AutoCAD SHX Text
S.S. EXT. STEM & BUSHED STEM GUIDES
AutoCAD SHX Text
2
AutoCAD SHX Text
10"
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
VERT
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
OXIDATION DITCH NO. 1 AIR
AutoCAD SHX Text
2
AutoCAD SHX Text
18"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
OXIDATION DITCH NO. 2 INFLUENT
AutoCAD SHX Text
S.S. EXT. STEM & BUSHED STEM GUIDES
AutoCAD SHX Text
2
AutoCAD SHX Text
10"
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
VERT
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
OXIDATION DITCH NO. 2 AIR
AutoCAD SHX Text
2
AutoCAD SHX Text
3"
AutoCAD SHX Text
FL
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
HOR
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
SCUM PUMPING STATION PUMP DISCHARGE
AutoCAD SHX Text
S.S. SLIP TUBE
AutoCAD SHX Text
1
AutoCAD SHX Text
FL
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
VERT
AutoCAD SHX Text
TELESCOPING
AutoCAD SHX Text
F.C. NO. 3 & 4 RAS CONTROL STRUCTURE INFLUENT
AutoCAD SHX Text
16"
AutoCAD SHX Text
S.S. EXT. STEM, STEM GUIDES & BUSHED FLOOR BOX
AutoCAD SHX Text
2
AutoCAD SHX Text
FL
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
GATE
AutoCAD SHX Text
F.C. NO. 3 & 4 RAS CONTROL STRUCTURE INFLUENT
AutoCAD SHX Text
12"
AutoCAD SHX Text
-
AutoCAD SHX Text
4
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
HOR
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
OXIDATION DITCH BLOWER DISCHARGE
AutoCAD SHX Text
12"
AutoCAD SHX Text
---
AutoCAD SHX Text
-
AutoCAD SHX Text
4
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
VERT
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
12"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
OXIDATION DITCH BLOWER DISCHARGE
AutoCAD SHX Text
3
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
HOR
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
14"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
OXIDATION DITCH BLOWER DISCHARGE
AutoCAD SHX Text
3
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
VERT
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
14"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
OXIDATION DITCH BLOWER DISCHARGE
AutoCAD SHX Text
-
AutoCAD SHX Text
2
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
HOR
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
SLUDGE HOLDING TANK BLOWER DISCHARGE
AutoCAD SHX Text
12"
AutoCAD SHX Text
---
AutoCAD SHX Text
-
AutoCAD SHX Text
2
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
VERT
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
12"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
SLUDGE HOLDING TANK BLOWER DISCHARGE
AutoCAD SHX Text
2
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
HOR
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
12"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
SLUDGE HOLDING TANK BLOWER DISCHARGE
AutoCAD SHX Text
2
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
VERT
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
12"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
SLUDGE HOLDING TANK BLOWER DISCHARGE
AutoCAD SHX Text
13
AutoCAD SHX Text
FL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
SLUDGE PUMP SUCTION AND DISCHARGE
AutoCAD SHX Text
6"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
2
AutoCAD SHX Text
FL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
SLUDGE REACTION TANK INLET
AutoCAD SHX Text
4"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
2
AutoCAD SHX Text
FL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
EFFLUENT REUSE PUMP DISCHARGE
AutoCAD SHX Text
6"
AutoCAD SHX Text
LEVER & WEIGHT
AutoCAD SHX Text
2
AutoCAD SHX Text
FL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
EFFLUENT REUSE PUMP DISCHARGE
AutoCAD SHX Text
6"
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
2
AutoCAD SHX Text
WAFER
AutoCAD SHX Text
HOR
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
6"
AutoCAD SHX Text
LEVER
AutoCAD SHX Text
POST AERATION BLOWER DISCHARGE
AutoCAD SHX Text
S.S. EXT. STEM & BUSHED STEM GUIDES
AutoCAD SHX Text
2
AutoCAD SHX Text
6"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
VERT
AutoCAD SHX Text
MUD
AutoCAD SHX Text
EFFLUENT DISINFECTION CONTACT BASIN DRAIN
AutoCAD SHX Text
2
AutoCAD SHX Text
6"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
EFFLUENT REUSE AUTOMATIC STRAINER INLET AND OUTLET
AutoCAD SHX Text
1
AutoCAD SHX Text
6"
AutoCAD SHX Text
FL
AutoCAD SHX Text
VERT
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
EFFLUENT REUSE AUTOMATIC STRAINER BYPASS
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
2
AutoCAD SHX Text
3"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HOR
AutoCAD SHX Text
B'FLY
AutoCAD SHX Text
EFFLUENT REUSE BLADDER TANK INLET/OUTLET
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
1
AutoCAD SHX Text
GATE
AutoCAD SHX Text
MJ
AutoCAD SHX Text
RETURN ACTIVATED SLUDGE TO HEADWORKS
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
20"
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
1
AutoCAD SHX Text
GATE
AutoCAD SHX Text
MJ
AutoCAD SHX Text
RETURN ACTIVATED SLUDGE HEADWORKS BYPASS
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
20"
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
1
AutoCAD SHX Text
GATE
AutoCAD SHX Text
MJ
AutoCAD SHX Text
WASTE ACTIVATED SLUDGE
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
6"
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
1
AutoCAD SHX Text
GATE
AutoCAD SHX Text
MJ
AutoCAD SHX Text
SCUM PUMPING STATION EFFLUENT
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
3"
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
2
AutoCAD SHX Text
GATE
AutoCAD SHX Text
MJ
AutoCAD SHX Text
SLUDGE HOLDING TANK DECANT
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
8"
AutoCAD SHX Text
2
AutoCAD SHX Text
GATE
AutoCAD SHX Text
FL
AutoCAD SHX Text
EFFLUENT REUSE PUMP WETWELL INFLUENT
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
12"
AutoCAD SHX Text
S.S. EXT. STEM & BUSHED FLOOR BOX
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
6
AutoCAD SHX Text
GATE
AutoCAD SHX Text
MJ
AutoCAD SHX Text
EFFLUENT REUSE WATER
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
6"
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
10
AutoCAD SHX Text
GATE
AutoCAD SHX Text
MJ
AutoCAD SHX Text
EFFLUENT REUSE WATER
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
4"
AutoCAD SHX Text
2
AutoCAD SHX Text
4"
AutoCAD SHX Text
FL
AutoCAD SHX Text
HANDWHEEL
AutoCAD SHX Text
VERT
AutoCAD SHX Text
GATE
AutoCAD SHX Text
EFFLUENT REUSE WATER TO DECK GUN
AutoCAD SHX Text
(2 "& LARGER) "& LARGER)12"& LARGER)
AutoCAD SHX Text
2
AutoCAD SHX Text
FL
AutoCAD SHX Text
VERT
AutoCAD SHX Text
TELESCOPING
AutoCAD SHX Text
SLUDGE HOLDING TANK SUPERNATANT DRAW-OFF
AutoCAD SHX Text
8"
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
6
AutoCAD SHX Text
GATE
AutoCAD SHX Text
6"
AutoCAD SHX Text
MJ
AutoCAD SHX Text
POTABLE WATER
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
1
AutoCAD SHX Text
GATE
AutoCAD SHX Text
4"
AutoCAD SHX Text
MJ
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
VALVE BOX, PAD & PLAQUE
AutoCAD SHX Text
1
AutoCAD SHX Text
GATE
AutoCAD SHX Text
4"
AutoCAD SHX Text
MJ
AutoCAD SHX Text
SQ. NUT
AutoCAD SHX Text
HOR
AutoCAD SHX Text
WASTE ACTIVATED SLUDGE VALVE PIT DRAIN
AutoCAD SHX Text
WASTE ACTIVATED SLUDGE FLOW METER PIT DRAIN
AutoCAD SHX Text
S.S. SLIP TUBE
AutoCAD SHX Text
VALVE SCHEDULE AND
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text
JGD
AutoCAD SHX Text
SCL
AutoCAD SHX Text
AWR
AutoCAD SHX Text
84
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
FOR
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
97
AutoCAD SHX Text
HOPKINSVILLE WATER
AutoCAD SHX Text
SEWER SYSTEM IMPROVEMENTS
AutoCAD SHX Text
HAMMOND-WOOD WASTEWATER TREATMENT PLANT EXPANSION
AutoCAD SHX Text
1983
AutoCAD SHX Text
PROJECT NUMBER
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ENVIRONMENT AUTHORITY
AutoCAD SHX Text
%%uSLIDE GATE DETAILS
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
EXTRUDED ALUMINUM
AutoCAD SHX Text
SLIDE GATE GUIDE
AutoCAD SHX Text
ULTRA-HIGH MOLECULAR
AutoCAD SHX Text
ANTI-FRICTION INSERT
AutoCAD SHX Text
WEIGHT POLYETHYLENE
AutoCAD SHX Text
ANCHORS
AutoCAD SHX Text
1" GROUT
AutoCAD SHX Text
STIFFENER
AutoCAD SHX Text
GATE DISC
AutoCAD SHX Text
1/4" ALUMINUM SLIDE
AutoCAD SHX Text
S.S. EXPANSION
AutoCAD SHX Text
TOP OF
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
%%uSELF-CONTAINED / FACE MOUNTED
AutoCAD SHX Text
STEM COVER
AutoCAD SHX Text
ALUMINUM
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
1/4" ALUMINUM
AutoCAD SHX Text
SLIDE GATE DISC
AutoCAD SHX Text
STIFFENERS
AutoCAD SHX Text
AS REQUIRED
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
%%USECTION D-D
AutoCAD SHX Text
%%USECTION C-C
AutoCAD SHX Text
STEM COVER
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
TOP OF
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
ALUMINUM
AutoCAD SHX Text
1/4" ALUMINUM SLIDE
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
GATE DISC
AutoCAD SHX Text
STIFFENERS AS
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
(OR AS REQ'D.)
AutoCAD SHX Text
4'-6"%%P
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
EXTRUDED ALUMINUM
AutoCAD SHX Text
SLIDE GATE GUIDE
AutoCAD SHX Text
ULTRA-HIGH MOLECULAR
AutoCAD SHX Text
WEIGHT POLYETHYLENE
AutoCAD SHX Text
ANTI-FRICTION INSERT
AutoCAD SHX Text
1/4" ALUMINUM SLIDE
AutoCAD SHX Text
GATE DISC
AutoCAD SHX Text
STIFFENER
AutoCAD SHX Text
EXTRUDED ALUMINUM
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
GATE DISC
AutoCAD SHX Text
1/4" ALUMINUM SLIDE
AutoCAD SHX Text
STIFFENER
AutoCAD SHX Text
EXTRUDED ALUMINUM
AutoCAD SHX Text
NEOPRENE
AutoCAD SHX Text
BOTTOM GASKET
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
%%uSELF-CONTAINED / EMBEDDED
AutoCAD SHX Text
HANDWHEEL OR
AutoCAD SHX Text
ELECTRIC OPERATOR
AutoCAD SHX Text
1/4" ALUMINUM SLIDE
AutoCAD SHX Text
GATE DISC
AutoCAD SHX Text
1" GROUT
AutoCAD SHX Text
EXTRUDED ALUMINUM
AutoCAD SHX Text
STIFFENER
AutoCAD SHX Text
S.S. EXPANSION
AutoCAD SHX Text
ANCHORS
AutoCAD SHX Text
NEOPRENE
AutoCAD SHX Text
BOTTOM GASKET
AutoCAD SHX Text
EXTRUDED ALUMINUM
AutoCAD SHX Text
1/4" ALUMINUM SLIDE
AutoCAD SHX Text
GATE DISC
AutoCAD SHX Text
EXTRUDED ALUMINUM
AutoCAD SHX Text
STIFFENER
AutoCAD SHX Text
S.S. EXPANSION
AutoCAD SHX Text
ANCHORS
AutoCAD SHX Text
BULB SEAL
AutoCAD SHX Text
1" GROUT
AutoCAD SHX Text
%%USECTION E-E
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
ELECTRIC OPERATOR
AutoCAD SHX Text
HANDWHEEL OR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SG-01
AutoCAD SHX Text
SG-02
AutoCAD SHX Text
SG-03
AutoCAD SHX Text
SG-04
AutoCAD SHX Text
SG-05
AutoCAD SHX Text
SG-06
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
GATE
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
CHANNEL EL.
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
CONCRETE EL.
AutoCAD SHX Text
TOP
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
SLIDE GATE SCHEDULE
AutoCAD SHX Text
2'-8"
AutoCAD SHX Text
EMBEDDED
AutoCAD SHX Text
5'-6"
AutoCAD SHX Text
518.28
AutoCAD SHX Text
524.65
AutoCAD SHX Text
HEADWORKS
AutoCAD SHX Text
SG-07
AutoCAD SHX Text
SG-08
AutoCAD SHX Text
SG-09
AutoCAD SHX Text
SG-10
AutoCAD SHX Text
SG-11
AutoCAD SHX Text
SG-12
AutoCAD SHX Text
SG-13
AutoCAD SHX Text
SG-14
AutoCAD SHX Text
INVERT
AutoCAD SHX Text
GATE
AutoCAD SHX Text
518.28
AutoCAD SHX Text
SG-15
AutoCAD SHX Text
SG-16
AutoCAD SHX Text
-
AutoCAD SHX Text
HEADWORKS
AutoCAD SHX Text
HEADWORKS
AutoCAD SHX Text
ANAEROBIC REACTOR INFLUENT
AutoCAD SHX Text
ANAEROBIC REACTOR INFLUENT
AutoCAD SHX Text
ANAEROBIC REACTOR EFFLUENT
AutoCAD SHX Text
ANAEROBIC REACTOR EFFLUENT
AutoCAD SHX Text
ANAEROBIC REACTOR EFFLUENT
AutoCAD SHX Text
OXIDATION DITCH NO. 3 EFFLUENT
AutoCAD SHX Text
OXIDATION DITCH NO. 1 EFFLUENT
AutoCAD SHX Text
OXIDATION DITCH NO. 2 EFFLUENT
AutoCAD SHX Text
MIXED LIQUOR DISTRIBUTION STRUCTURE
AutoCAD SHX Text
MIXED LIQUOR DISTRIBUTION STRUCTURE
AutoCAD SHX Text
MIXED LIQUOR DISTRIBUTION STRUCTURE
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
2'-8"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
EMBEDDED
AutoCAD SHX Text
EMBEDDED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
PIPE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
5'-6"
AutoCAD SHX Text
5'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
513.00
AutoCAD SHX Text
513.00
AutoCAD SHX Text
503.00
AutoCAD SHX Text
503.00
AutoCAD SHX Text
503.00
AutoCAD SHX Text
505.73
AutoCAD SHX Text
498.33
AutoCAD SHX Text
498.33
AutoCAD SHX Text
498.33
AutoCAD SHX Text
504.83
AutoCAD SHX Text
504.83
AutoCAD SHX Text
504.83
AutoCAD SHX Text
502.00
AutoCAD SHX Text
502.00
AutoCAD SHX Text
502.00
AutoCAD SHX Text
502.00
AutoCAD SHX Text
497.31
AutoCAD SHX Text
490.98*
AutoCAD SHX Text
490.90*
AutoCAD SHX Text
504.33
AutoCAD SHX Text
502.00
AutoCAD SHX Text
-
AutoCAD SHX Text
504.33
AutoCAD SHX Text
504.33
AutoCAD SHX Text
520.00
AutoCAD SHX Text
520.00
AutoCAD SHX Text
518.00
AutoCAD SHX Text
514.73
AutoCAD SHX Text
513.73
AutoCAD SHX Text
513.73*
AutoCAD SHX Text
513.65*
AutoCAD SHX Text
514.00
AutoCAD SHX Text
514.00
AutoCAD SHX Text
514.00
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
SG-17
AutoCAD SHX Text
SG-18
AutoCAD SHX Text
SG-19
AutoCAD SHX Text
SG-20
AutoCAD SHX Text
SG-21
AutoCAD SHX Text
OXIDATION DITCH NO. 3 INFLUENT
AutoCAD SHX Text
TO BE MOUNTED TO
AutoCAD SHX Text
36" D.I. PIPE FLANGE
AutoCAD SHX Text
PROPOSED DISINFECTION CONTACT BASIN INFLUENT
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
4'-6"
AutoCAD SHX Text
496.79
AutoCAD SHX Text
493.92
AutoCAD SHX Text
503.86
AutoCAD SHX Text
-
AutoCAD SHX Text
EXISTING DISINFECTION CONTACT BASIN EFFLUENT
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
1'-10"
AutoCAD SHX Text
499.86
AutoCAD SHX Text
498.36*
AutoCAD SHX Text
503.86*
AutoCAD SHX Text
-
AutoCAD SHX Text
EXISTING DISINFECTION CONTACT BASIN INFLUENT
AutoCAD SHX Text
EXISTING DISINFECTION CONTACT BASIN INFLUENT
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
FACE MOUNTED
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
498.00*
AutoCAD SHX Text
497.36*
AutoCAD SHX Text
503.86*
AutoCAD SHX Text
498.00*
AutoCAD SHX Text
497.36*
AutoCAD SHX Text
503.86*
AutoCAD SHX Text
OXIDATION DITCH NO. 1 INFLUENT
AutoCAD SHX Text
OXIDATION DITCH NO. 2 INFLUENT
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
PIPE MOUNTED
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
505.73
AutoCAD SHX Text
-
AutoCAD SHX Text
PIPE MOUNTED
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
505.65
AutoCAD SHX Text
-
AutoCAD SHX Text
517.06*
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516.98*
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TO BE MOUNTED TO
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36" D.I. PIPE FLANGE
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TO BE MOUNTED TO
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36" D.I. PIPE FLANGE
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NOTE: * INDICATES CONTRACTOR SHALL FIELD VERIFY EXISTING ELEVATIONS AND CONDITIONS PRIOR TO ORDERING MATERIALS.
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6
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12
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30
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36
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6
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12
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30
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36
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NOTE HANDWHEEL OPERATED GATES SHALL BE PROVIDED WITH 2-INCH SQ. NUT W/ HANDWHEEL & ALL ADAPTERS AS REQ'D FOR SPECIFIED PORTABLE OPERATOR
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518.28
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518.28
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518.28
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518.28
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524.65
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524.65
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518.00
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518.00
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RAW SEWAGE PUMP DISCHARGE
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DESCRIPTION
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16"-36"
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SIZE
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CONNECTION
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FLANGED
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X
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NOTES
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MAIN SEWAGE PUMPING STATION
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HEADWORKS
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BIOSOLIDS DEWATERING BUILDING
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BLOWER / ELECTRICAL BUILDING
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EFFLUENT DISINFECTION BUILDING
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CLASS 53
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D.I.P.
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INTERIOR AND ABOVE GROUND PIPING SCHEDULE
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SCH. 80
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PVC
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SCH. 10
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S.S.
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TYPE L
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COPPER
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FORCE MAIN
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24"-36"
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FLANGED
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SUMP PUMP DISCHARGE
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2"
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THREADED
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X
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PRESSURE GAUGE PIPING
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1/4"
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THREADED
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X
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DECK GUN PIPING
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4"
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FLANGED
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X
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RAW WASTEWATER FLOW METER PIT
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X
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INFLUENT FORCE MAIN
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30"
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FLANGED
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X
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1,4
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GRIT TRANSFER PUMP SUCTION
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6"
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FLANGED
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X
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GRIT REMOVAL UNIT FLUIDIZING LINE
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1"
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THREADED
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X
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GRIT TRANSFER PUMP DISCHARGE
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4"
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BUTT WELD
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X
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GRIT CLASSIFICATION UNIT DRAINS
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3"-6"
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SOLVENT WELD
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X
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%%uNOTES:
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316 STAINLESS STEEL FLANGE FASTENERS
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316 STAINLESS STEEL FLANGE CONNECTION TO EQUIPMENT AND VALVES
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PVC FLANGED CONNECTION TO EQUIPMENT AND VALVES
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1.
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2.
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3.
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1,4
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1,5
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1,5
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1,4
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1, 2
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1, 3
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MISC. REUSE WATER TO EQUIPMENT
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AS REQ'D
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THREADED
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X
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POTABLE WATER
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3/4"
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SOLDER
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X
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REUSE WATER
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4"
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BUTT WELD
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X
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OXIDATION DITCHES
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INFLUENT
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36"
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FLANGED
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X
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RECIRCULATION
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16"
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FLANGED
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X
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AIR
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12"
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FL/BUTT WELD
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X
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1
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SCUM PUMPING STATION AND VALVE PIT
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SCUM PUMP DISCHARGE
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3"
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FLANGED
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X
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RAS CONTROL STRUCTURES
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INFLUENT
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12"-16"
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FLANGED
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X
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RAS / WAS PUMP STATION
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RAS PUMP DISCHARGE
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12"
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FLANGED
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X
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WAS PUMP DISCHARGE
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6"
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FLANGED
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X
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BLOWER DISCHARGE
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12"-14"
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BUTT WELD
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X
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1, 2
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POTABLE WATER
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3/4"
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SOLDER
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X
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SLUDGE HOLDING TANKS
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SLUDGE INLET
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6"
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BUTT WELD
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X
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1, 2
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WAS ELECTRIC VALVE PIT
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WAS
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6"
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FLANGED
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X
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1,4
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TELESCOPING VALVE RISER PIPE
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8"
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FLANGED
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X
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1, 2
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REUSE WATER TO DECK GUN
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4"
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BUTT WELD
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X
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1, 2
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OVERFLOW / SUPERNATANT
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8"
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FLANGED
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X
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1, 4 - INSIDE
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SLUDGE PUMP SUCTION
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6"
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FLANGED
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X
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1
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SLUDGE PUMP DISCHARGE
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4"-6"
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FLANGED
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X
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1
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MISC. REUSE WATER TO EQUIPMENT
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AS REQ'D
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THREADED
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X
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POTABLE WATER
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3/4"
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SOLDER
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X
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PERACETIC ACID CONTACT BASIN
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BLOWER DISCHARGE
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6"
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REUSE PUMP DISCHARGE
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6"
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FLANGED
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X
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1,4
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BUTT WELD
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X
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1, 2
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REUSE WATER
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6"
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FLANGED
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X
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1
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PERACETIC ACID TANK FILL LINE
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1-1/2"
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THREADED
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X
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MISC. REUSE WATER TO EQUIPMENT
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AS REQ'D
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THREADED
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X
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POTABLE WATER
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3/4"
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SOLDER
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X
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SUMP PUMP DISCHARGE
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THREADED
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X
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1-1/2"
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TELESCOPING VALVE RISER PIPE
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16"
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FLANGED
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X
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SCH. 40
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S.S.
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CONTRACT NO. 133-2019-01
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FEB. 2019
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DUCTILE IRON PIPE SHALL HAVE SPECIAL OUTSIDE COATING AS SPECIFIED.
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4.
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1,4
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1,4
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1,4
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1,4
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1,4
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1,4
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EXISTING CHEMICAL FEED BUILDING
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CHEMICAL PIPING AS SHOWN
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AS REQ'D
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SOLVENT WELD
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SCH. 80
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CPVC
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X
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TANK ONLY
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SPECIAL LINING AS SPECIFIED. SEE PLAN SHEETS FOR ADDITIONAL INFORMATION.
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5.
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ADDENDUM NO. 1
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11/25/19 AWR
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1
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1
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1
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ADDENDUM NO. 3
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1/10/20 AWR
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
TYPICAL MOUNTING HEIGHTSMISCELLANEOUS ACCESSORIES, TOILET ACCESSORIES, AND FIXTURES
NOTE 1: MOUNTING HEIGHTS SHOWN ARE FOR ACCESSORIES AND FIXTURES REQUIRED UNLESS OTHERWISE NOTED OR DIMENSIONED ON DRAWINGS FOR SPECIFIC CONDITIONS.
NOTE 2:PROVIDE A SMOOTH, WHITE CLASS A FIRE RESISTANT, SANITARY, MOISTURE RESISTANT, EASY TO CLEAN FIBERGLASS REINFORCED PLASTIC PANEL. SIZE SHALL BE SINK WIDTH BY 24" HIGH x 0.075" MINIMUM THICKNESS. FRP PANELS ARE TO BE PLACED ON BOTH CORNER WALLS OF THE SERVICE SINK AND ADHERED WITH A NON-SILICONE ADHESIVE. PROVIDE SEALANT AS SPECIFIED ALL AROUND PANELS.
SEAT COVER
DISPENSER,
SURFACE MTDBOBRICK B-221
LINE OF WALL
FLOOR DRAIN FD SEE MECH DWGS
48" X 48" CLEAR
SOAP DISPENSER,
LIQUID, SURFACE
MTD BOBRICK B-2111
TOWEL DISPENSER,
AUTOMATIC,
SURFACE MOUNTEDBOBRICK B-2974
TOWEL DELIVERY HEIGHT
FIRE EXTINGUISHER CABINET(BARRIER FREE REACH RANGE MAXIMUM)
MIN LATCH APPROACH ONLY - OTHER APPROACHES 54" MIN
TOILET TISSUE DISPENSER
GRAB BAR
STANDARD
USE
SANITARY NAPKINDISPOSAL (IN WOMENS ONLY)
URINAL PARTITION
URINAL PARTITION
STANDARD USE BARRIER FREE
BARRIER FREE WATER CLOSET
GRAB BAR
ROBE HOOK
URINALS
BARRIER
FREE
34"
MA
X
.
18"
48"
36"
MA
X
38
" -
43
"
11" MIN6" MAX
13
1/2
" M
IN
24"
17"
MA
X
4"
MA
X
32
" C
LR
60"
MIN
CLE
AR
42" CLR MIN
48"
36"
52"
44"
MA
X
31" MIN
16
"-1
8"
MIN
24"
MIN
12"
54" MIN
33
" -
36
"
EQ EQ
39"-41"
39
" -
41
"
18"
MIN
17
" -
19
"
7" - 9"
9"
27"
FIXTURE DEPTH
9"
17"-25"
5"
MA
X1
5"
MIN
SPOUT LOCATION
15
" -
48
"
60"
12" MAX
K1
E1 A3 Q6 FULL LENGTH MIRROR BOBRICK B-290 2460
74"
MIN
F2
MOP RACKBOBRICK B-224x36MOUNT OVER SERVICE SINK
STAINLESS STEEL SPLASH
GUARDWALL SIDE(S) OF SINK x 24" ABOVE SINK LIP x 0.060
17
TOILET PARTITIONS
SANITARY NAPKIN DISPOSAL (WOMENS ONLY)
K1
TOILET TISSUE DISPENSER
H1
GRAB BARL4
GRAB BARL3
ROBE HOOK
N7
DOOR PULL
L1
N7
48"
MA
X
40"
MIN
24" - 42"H1
L3 FLUSH CONTROLS TO OPEN SIDE
36"
CLE
AR
60" MIN CLEAR
SANITARY NAPKIN DISPOSAL (WOMENS ONLY)
TOILET TISSUE DISPENSER
H1 K1
ROBE HOOK N7
EQ
EQ
4"
MA
X
28"
MIN
L4 42" STRAIGHT BOBRICK B-6806X42
L3 36" STRAIGHT BOBRICK B-6806X36
L1 18" STRAIGHT BOBRICK B-6806X36
WITH 6" TOE CLEARANCE:WALL-HUNG 56" CLR MINFLOOR-MOUNTED 59" CLR MINWITHOUT TOE CLEARANCE:WALL HUNG 62" CLR MINFLOOR-MOUNTED 65" CLR MIN
H1 TOILET TISSUE DISPENSER BOBRICK B-2888
K1 NAPKIN DISPOSAL BOBRICK B-270
N7 ROBE HOOK BOBRICK B-6717
EQ EQ
36" MIN
30" X 48" CLEAR
.
PORTION OF CLEARANCE THAT IS TOE AND KNEE CLEARANCE
DE
PT
H
OB
ST
RU
CT
ION
CLEAR ADJACENT PHYSICAL OBSTRUCTION DEEPER THAN 24"
SINK OR COUNTER DEPTH
8" MIN. KNEE CLEARANCE INSULATED
PIPING
18
".
F1
SOAP DISPENSER
E1
36"
CLE
AR
36" X 48" CLEAR
SIDE WALL
BA
CK
WA
LL
CONTROL WALLGRAB BARL5
BARRIER FREE TRANSFER TYPE
SHOWER SEAT
M1 36" CLEAR
1 1/2" MAX
3" MAX
OPEN SIDE
BACK SIDE
DE
PT
HO
BS
TR
UC
TIO
N
ADJUST TO MIN 4" HIGH WATER FLOW
KNEE AND TOE CLEARANCE MATCHING BARRIER FREE LAVATORY IS REQUIRED
BARRIER FREE FRONT APPROACH
CURTAIN, HOOKS AND ROD
M2
ROBE HOOK N7
TOWEL DISPENSER/
WASTE
RECEPTACLE, SEMI-RECESSEDBOBRICK B-3974
TOWEL DELIVERY HEIGHT
C4
PROTRUDES 9"
.
34" MAX. (35" MAX. TO REFLECTING SURFACE LESS FRAME)
MIRROR ABOVE
LAVATORY OR
COUNTERTOPBOBRICK B-290 2448
74"
MIN
F1
.
39" MAX. (40" MAX. TO REFLECTING SURFACE LESS FRAME)
34"
SAFETY SHOWER
AND EYE WASHRE: MECHANICAL
1 1/2" CLR 1 1/2" CLR
12
" C
LR
*
1 1
/2"
CL
R
GRAB BAR*MAY BE 1-1/2" AT SHOWER CONTROLS AND ADJACENT GRAB BARS.
REQUIRED STANDOFF CLEARANCE = 1-1/2"
L5 2-WALL 18"x33" BOBRICK B-6861
M2 CURTAIN, HOOKS, AND ROD BOBRICK B-204-2, B-204-1, AND B-6047
M1 SHOWER SEAT BOBRICK B-5181
N7 ROBE HOOK BOBRICK B-6727
PULL 34" MIN - 36" MAX A.F.F
ELECTRIC WATER COOLER (EWC) SHOWN
36" MIN.
GUARD
33
" -
36
"
GRAB BARL4
STANDARD WATER CLOSETS
MOUNTING HEIGHTS MATCH MANUFACTURERS' RECOMMENDATIONS
TOE CLEARANCE
M3 M4
59" MIN HOSE AND SHOWER HEAD RE: PLUMBINGBACK SIDE
CONTROLS MOUNTED WITH-INTHIS AREA
BARRIER FREE CONTROL WALL
GRABBAR
72"
48"
MA
X
15" MAX
38"
MIN
18"
4"
SHOWER L
33
" -
36
"
OPEN SIDE
THRESHOLD 1/2" MAX
CURTAIN ROD
CURTAIN
SHOWER CURTAIN ROBE HOOK
(2 REQUIRED)
N7
CURTAIN HOOKS
ALIGN DRIP POINT OF CURTAIN ON SHOWER DRAIN SIDE OF FLOOR SLOPE
BACK SIDE
46
" -
48
"
6"6"
CENTER OF DRYING AREA OR WORKPOINT
60"
BACK SIDE
STANDARDCONTROL WALL
SHOWER CL
OPEN SIDE
76"
48"
MA
X 74
" -
84
"
36" CLEAR
36" MIN
30" X 48" CLEAR
DE
PT
H
OB
ST
RU
CT
ION
CLEAR ADJACENT PHYSICAL OBSTRUCTION DEEPER THAN 24"
BARRIER FREE FRONT APPROACH
5"
MA
X1
5"
MIN
SPOUT LOCATION
MARKERBOARD
OR TACKBOARD
OP
ER
AT
ING
RA
NG
E
56"
MISCELLANEOUS ACCESSORIES
*48" AFF MAX
*15" AFF MIN
SOAP
DISH
SOAP
DISPENSER
SANITARY
NAPKINRECEPTACLE
HOOKS
*OPERABLE CONTROLS SHALL FALL WITHIN FORWARD APPROACH REACH RANGES REQUIRED BY CODE REGULATIONS
TOILET
PAPER HOLDER
TOILET
TISSUE DISPENSER
LC
LC
LC
CLEAR GRAB BAR BY 1 1/2"
HIGHEST OPERABLE PART
CLEAR GRAB BAR BY 1 1/2"
64"
19"
15"
MIN HAND
DRYER
LC
44"40" AFF
.
SANITARY
NAPKINDISPENSER
72"
M2
M3
M4
PROTRUDES 5"
C
SIGNAGE
P1
AFF ABOVE FINISH FLOORAPC ACOUSTIC PANEL CEILINGA/C AIR CONDITIONING@ AT& AND
BF BARRIER FREEBOS BOTTOM OF STEEL
CL or CENTERLINECFMF COLD-FORMED METAL FRAMINGCMU CONCRETE MASONRY UNITCJ CONTROL JOINT /CONSTRUCTION JOINTCG CORNER GUARDCONT CONTINUOUSCLR CLEARC/C CENTER TO CENTER
CR CARD READER
DIA DIAMETERDN DOWNDS DOWN SPOUTDF DRINKING FOUNTAIN
ELEC ELECTRIC / ELECTRICALEWC ELECTRIC WATER COOLERELEV ELEVATIONEQ EQUALEG END GUARDEW EACH WAY
FE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINET
FD FLOOR DRAIN
FOS FACE OF STUDFRT FIRE RETARDANT TREATED
GA GAUGEGYP BD GYPSUM BOARDGWP GYPSUM WALL BOARD
HP HIGH POINTHSS HOLLOW STRUCTURAL STEELHB HOSE BIB
ID INSIDE DIAMETER / DIMENSION
JC JANITORS CLOSET
LAV LAVATORYLF LINEAR FEET/FOOTLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLPT LOW POINTLB or # POUNDSLOCK LOCKABLE
L5 STAINLESS STEEL GRAB BAR 30" OR STAINLESS STEEL GRAB BAR - TWO-WALL CFCI
M1 FOLDING SHOWER SEAT CFCI
M2 SHOWER CURTAIN ROD & HOOKS CFCI
M4 VINYL SHOWER CURTAIN CFCI
M8 BENCH CFCI
N7 ROBE HOOK CFCI
P1 MOP & BROOM HOLDER CFCI
Q1 WALL MOUNTED TELEVISION, SIZE DETERMINED BY OWNER CONTRACTOR TO VERIFYWITH OWNER ON FINALLOCATION, MOUNTINGHEIGHTS, ANDPOWER/DATA/BLOCKINGREQUIREMENTS
Q2 WALL MOUNTED TELEVISION, SIZE DETERMINED BY OWNER BY CONTRACTOR
Q3 WHITE BOARD/TACK BOARD, WALL MOUNTED BY OWNER
Q4 METAL LOCKER CFCI
Q6 STACKABLE WASHER/DRYER BY OWNER
R1 WINDOW SHADES CFCI
T2 MICROWAVE CFCI
T3 REFRIGERATOR CFCI
A2 11
ADDENDUM NO. 31/10/20 BD
1
1
REF.
RE
F.
LEGEND:
Occupant Load Exit Direction
Occupant Load
BRACKET MOUNTED FIRE EXTINGUISHER
F.E.
(International Fire Code)
FIRE EXTINGUISHER AND CABINET
F.E.C.
(International Fire Code)
###
EXIT
1 HOUR FIRE RATED BARRIER
LIFE SAFETY MEASURES
ASSURE THAT EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. AREAS UNDER CONSTRUCTION SHALL MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION WORKERS AT ALL TIMES. MEANS OF EGRESS IN CONSTRUCTION AREAS ARE TO BE INSPECTED DAILY.
EGRESS ROUTES ARE TO BE CLEARLY MARKED WITH SIGNS, LIGHTING, AND PROPER FLOOR SURFACES.
ASSURE FREE AND UNOBSTRUCTED ACCESS FOR EMERGENCY PERSONNEL AND EMERGENCY RESPONSE FORCES.
ASSURE THAT FIRE ALARM DETECTION AND SUPPRESSION SYSTEMS ARE NOT IMPAIRED WITHIN OCCUPIED AREAS. PROVIDE TEMPORARY, EQUIVALENT SYSTEMS WHEN ANY SYSTEM NEEDS TO BE INOPERATIVE DURING CONSTRUCTION. INSPECT AND TEST TEMPORARY SYSTEMS MONTHLY.
PROHIBIT SMOKING IN, OR ADJACENT TO, ALL CONSTRUCTION AREAS.
DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING AND DEBRIS REMOVAL PRACTICES THAT REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD OF THE BUILDING TO THE LOWEST LEVEL REQUIRED FOR DAILY OPERATION.
PROVIDE INCREASED HAZARD SURVEILLANCE OF BUILDINGS, GROUNDS AND EQUIPMENT, WITH SPECIAL ATTENTION TO THE EXCAVATIONS, CONSTRUCTION AREAS, CONSTRUCTION STORAGE AND FIELD OFFICES. PROVIDE APPROVED BARRIERS AT ALL HAZARDOUS AREAS.
CONDUCT ORGANIZATION-WIDE SAFETY EDUCATION PROGRAMS TO ASSURE AWARENESS OF ANY LIFE SAFETY CODE DEFICIENCIES, CONSTRUCTION HAZARDS, AND THESE REQUIREMENTS.
212 SF
ENTRY
100
2
244 SF
PLANTCONTROL
101
3
CORRIDOR
102
53 SF
JAN
103
1
WOMEN'S
104
CO
RR
IDO
R
105
MEN'S
106368 SF
COLLABORATION
107
25
940 SF
LAB
109
10
161 SF
MECH/ELEC
110
1
81 SF
STORAGE
111
1
CO
RR
IDO
R
112
CORRIDOR
113
172 SF
OFFICE
114
2
CORRIDOR
115
172 SF
OFFICE
116
2
950 SF
CONFERENCE
117
138
197 SF
WORKROOM/
LIBRARY
108
14
69
19
59
40
1 1
22
1
69
25
14
3
39
73
12
ROUTE 01TRAVEL
DISTANCE59'
ROUTE 02TRAVEL
DISTANCE70'
ROUTE 03TRAVEL
DISTANCE41'
FEC
FE
NO COMBUSTIBLE/ HAZARDOUS MATERIAL STORAGE
ALL CASEWORK IS PROVIDED BY THE CONTRACTOR. OTHER FURNITURE IS PROVIDED BY THE OWNER UNLESS INDICATED OTHERWISE IN THE PROJECT MANUAL OR THE PLANS
CONSTRUCTION CLASSIFICATION (IBC 602.1): IIB
TYPE OF PROJECT:
BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (IBC) MODIFIED BY THE KENTUCKY BUILDING CODE (2018)2015 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL FIRE CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES2013 KENTUCKY STATE PLUMBING LAW, REGULATIONS & CODE2012 NFPA 1 FIRE PREVENTION CODE2010 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS2009 NFPA 54 NATIONAL FUEL GAS CODE2017 NFPA 70 NATIONAL ELECTRICAL CODE2010 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE2012 NFPA 101 LIFE SAFETY CODE
CODE INFORMATION:
ACTUAL BUILDING HEIGHT:
INCLUDING COLUMNS, BEAMS, TRUSSES
STRUCTURAL FRAME
FIRE RESISTANCE RATINGS:
BEARING WALLS -
INTERIOR
EXTERIOR
ALLOWABLE HEIGHT/STORIES (IBC TABLE 503):
(IBC TABLE 601)
ROOF CONSTRUCTION -
FLOOR CONSTRUCTION -
NON BEARING WALLS & PARTITIONS - (IBC TABLE 602)
INTERIOR
EXTERIOR
SEPARATION OF INCIDENTAL USES (IBC TABLE 509)LAUNDRY ROOMS OVER 100 SF
MINIMUM REQUIREMENTS FOR FLAME SPREAD, SMOKE DEVELOPMENT AND FUEL CONTRIBUTION FOR THE ENCLOSED ROOMS & CORRIDORS SHALL BE CLASS C, EXIT ENCLOSURES AND EXIT PASSAGEWAYS SHALL BE CLASS B. (TABLE 803.9)
INTERIOR FLOOR FINISHES SHALL NOT BE LESS THEN CLASS II AND SHALL COMPLY WITH THE DOCFF-1 "PILL TEST".
INTERIOR FINISH MATERIALS (IBC CHAPTER 8):
ALL NEW FINISHES WILL MEET THE FOLLOWING REQUIREMENTS:CARPET CLASS 1 ASTM E 648 (PILL TEST, ALSO REFEREED TO AS ASTM D2859; NFPA 253; THE NBS
SMOKE DENSITY TEST IS DESIGNATED AS ASTM E-662 & NFPA 258)VCT FLOORING CLASS 1 ASTM E 648CEILING TILE ASTM E 1264, CLASS ARUBBER BASE ASTM E84 / NFPA 255 (FLAME / SMOKE) - CLASS A, <450 AND ASTM E 648 (NFPA 253):
CRITICAL RADIANT FLUX - CLASS 1
BUILDING OCCUPANCY CLASSIFICATION: BUSINESS GROUP B
BUILDING HEIGHT/STORIES:
OCCUPANT LOAD:
MINIMUM NUMBER OF EXITS (IBC 1015):
MEANS OF EGRESS:
MINIMUM EGRESS WITH .15 INCH PER OCCUPANCY (IBC 1005.3.2) = 30 INCHES REQUIRED
231 INCHES PROVIDED
COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1014.3):
B OCCUPANCY: 100 FT (WITH AUTOMATIC SPRINKLERS)75 FT (WITHOUT SPRINKLER SYSTEM)
FIRE PROTECTION SYSTEM:
NEW 5,400 SQUARE FOOT, SINGLE STORY OPERATIONS AND MAINTENANCE BUILDING FOR THE HOPKINSVILLE HAMMOND WOOD WASTE WATER TREATMENT PLANT WITH LAB SPACE, OFFICES, CONFERENCE, WORK ROOM, AND SECURITY CONTROL ROOM WITH ACCESSORY RESTROOMS, MECHANICAL, ELECTRICAL, AND STORAGE SPACES.