Amendment 3 -- Attachment 2 Sewer Plant Disinfectant System_2009.pdf
PDF 2 MB Posted
- Solicitation number
- N4008519R9103
About this file
This document package includes bid documents for a federal construction contract. The project involves repairs and upgrades to wastewater treatment facilities at Naval Weapons Station Earle in New Jersey, including installation of a new ultraviolet disinfection system and demolition of an existing chlorine building. The bid package contains design drawings, specifications and guidance on the scope of work. Drawings show details of proposed mechanical, electrical and civil construction. Bidders are advised to visit the site and familiarize themselves with field conditions.
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SYMBOL
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PWO DWG. NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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SPEC.
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SCALE
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SHEET
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OF
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NAVAL WEAPONS STATION EARLE
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COLTS NECK, NEW JERSEY 07722
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DATE
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DATE
AutoCAD SHX Text D
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SIZE
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CODE IDENT NO.
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DEPARTMENT OF THE NAVY
AutoCAD SHX Text R E V I S I O N S
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DESCRIPTION
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CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
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DATE
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APPR.
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CONSULTING ENGINEERS PC
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MIDDLESEX, N.J. NEW YORK, N.Y.
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SEWER PLANT DISINFECTANT SYSTEM
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BID DOCUMENT
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N.J. LIC. NO. 26538
AutoCAD SHX Text Professional Engineer
AutoCAD SHX Text
JON T. CHU
AutoCAD SHX Text Date
AutoCAD SHX Text 80091
AutoCAD SHX Text
TBD
AutoCAD SHX Text
09 JAN 09
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TBD
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JC/ZOU
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ZOU
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K:\NAVY\UV\K84954\G-2
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GENERAL ARRANGEMENT PLAN
AutoCAD SHX Text 12527442
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NOT TO SCALE
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AutoCAD SHX Text G-2
AutoCAD SHX Text
PROPOSED UV DISINFECTION FACILITIES (SEE DWG. M-1)
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1. PROVIDE AND INSTALL NEW UV DISINFECTION FACILITIES AND PLANT PROVIDE AND INSTALL NEW UV DISINFECTION FACILITIES AND PLANT EFFLUENT METERING SYSTEM INCLUDING ALL ASSOCIATED PIPING, FITTINGS, MODIFICATIONS, ETC. AS SHOWN. 2. PROVIDE AND INSTALL NEW 12" D.I. UNDERGROUND OUTFALL PIPE PROVIDE AND INSTALL NEW 12" D.I. UNDERGROUND OUTFALL PIPEINCLUDING CONCRETE WINGWALL AND RIP-RAP. 3. REPAIR LEAKING TANK SEALS AND VENTS ASSOCIATED WITH THE TWO REPAIR LEAKING TANK SEALS AND VENTS ASSOCIATED WITH THE TWO TRICKLING FILTER TANKS. 4. DEMOLISH EXISTING CHLORINE BUILDING, ASSOCIATED STRUCTURES DEMOLISH EXISTING CHLORINE BUILDING, ASSOCIATED STRUCTURES AND EXISTING OUTFALL PIPING AS SHOWN. 5. TIMING FOR COMPLETION OF PROJECT WORK AS SPECIFIED AND AS TIMING FOR COMPLETION OF PROJECT WORK AS SPECIFIED AND AS INDICATED IN THE SEQUENCE OF CONSTRUCTION. 6. CONTRACTOR SHALL MAINTAIN CONTINUOS OPERATION OF THE SEWER CONTRACTOR SHALL MAINTAIN CONTINUOS OPERATION OF THE SEWER TREATMENT PLANT DURING CONSTRUCTION.
AutoCAD SHX Text
SCOPE OF WORK
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PLAN
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TYPICAL SECTION
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WING WALL - DETAIL
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 12" D.I.
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text 8"
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text #4@12"
AutoCAD SHX Text 2'-3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
12" RIP RAP
AutoCAD SHX Text 8"
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EXISTING FILTER BLDG. LOCATION OF NEW ULTRA VIOLET DISINFECTION SYSTEM.
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NEW UNDERGROUND 12" , 160± LG EFFL.
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LOCATION OF BUILDING AND EXISTING OUTFALL DEMOLITION
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SEQUENCE OF CONSTRUCTION
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LOCATION OF LEAKING TRICKLING FILTER TANK(S) BOTTOM (SEE DWG. R-1) REPAIR
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NEW OUTFALL/WINGWALL
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EXISTING HOCK HOCKSON BROOK
AutoCAD SHX Text 3/8"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
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HOCK HOCKSON BROOK
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GENERAL ARRANGEMENTS PLAN
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
1. CONTRACTOR SHALL NOT ALLOW FOR ANY DISCHARGE OF EFFLUENT, THROUGH THE NEW CONTRACTOR SHALL NOT ALLOW FOR ANY DISCHARGE OF EFFLUENT, THROUGH THE NEW OUTFALL PIPING SYSTEM, UNTIL NWSE OBTAINS NJ DEP APPROVAL PERMIT. DEP PERMITTING PROCESS IS ANTICIPATED TO TAKE UP TO SIX MONTHS. BE ADVISED, PROCESS COULD BE SHORTER OF LONGER. 2. SEE SPECIFICATION SECTION 01 11 00 "SUMMARY OF WORK", ITEM 1.4.1 FOR EXACT SEE SPECIFICATION SECTION 01 11 00 "SUMMARY OF WORK", ITEM 1.4.1 FOR EXACT CALENDAR WORKING DAYS FOR OVERALL PROJECT CONSTRUCTION. 3. CONTRACTOR SHALL CONCURRENTLY OPERATE THE NEW UV SYSTEM AND EXISTING CONTRACTOR SHALL CONCURRENTLY OPERATE THE NEW UV SYSTEM AND EXISTING CHLORINATION SYSTEM FOR A PERIOD OF FOUR WEEKS. DURING THIS PERIOD THE CONTRACTOR SHALL TEST THE EFFLUENT WATER, FROM THE DISCHARGE SIDE OF THE NEW UV SYSTEM, FOR THE SAME FOUR WEEK PERIOD (5 DAYS PER WEEK). CONTRACTOR SHALL TEST FOR FECAL CHLOROFORM. ALL TEST RESULTS SHALL BE DOCUMENTED AND SUBMITTED TO THE CONTRACTING OFFICER. 4. AFTER TESTING PERIOD AND ACCEPTANCE BY THE CONTRACTING OFFICER IS COMPLETED, AFTER TESTING PERIOD AND ACCEPTANCE BY THE CONTRACTING OFFICER IS COMPLETED, THE CONTRACTOR IS FREE TO DEMOLISH THE EXISTING CL2 FACILITIES PER THE CONTRACT DOCUMENTS.
AutoCAD SHX Text 160'%%P
AutoCAD SHX Text
SEE M-1 FOR EXACT LOCATION
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1. ALL EXCAVATION, BACKFILL, COMPACTION, AND RESTORATION ALL EXCAVATION, BACKFILL, COMPACTION, AND RESTORATION PER SPECIFICATIONS. 2. CONTRACTOR SHALL FILL ALL VOID AREAS WITH TOP SOIL AND CONTRACTOR SHALL FILL ALL VOID AREAS WITH TOP SOIL AND GRADE EXCAVATION TO MATCH EXISTING GRADE. 3. RESTORE DIRT ROADWAY TO MATCH EXISTING AND REPLACE RESTORE DIRT ROADWAY TO MATCH EXISTING AND REPLACE EXISTING FENCING AS REQUIRED. 4. AFTER INSTALLATION OF NEW OUTFALL PIPING AND FINAL AFTER INSTALLATION OF NEW OUTFALL PIPING AND FINAL GRADING, SEED AREA PER "SEEDING WORK FOR LAWN AREA"-SEE SPECIFICATIONS, APPENDIX "A".
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NEW OUTFALL PIPING NOTES:
AutoCAD SHX Text 5'-0"±
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AMENDMENT #1 PER 07 JAN 09 REVIEW MEETING
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AutoCAD SHX Text 1/9/09
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JC
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LAMP
BOTTOM
STATUS
TOP
BOTTOM
STATUS
LAMP
TOP
LAMP
TOP
STATUS
BOTTOM
TOP
LAMP STATUS
BOTTOM
LAMP
TOP
STATUS
BOTTOM
LAMP STATUS
BOTTOM
TOP
LAMP
TOP
STATUS
BOTTOM
TOP
STATUS
BOTTOM
LAMP
TOP
LAMP
STATUS
BOTTOM
TOP
STATUS
BOTTOM
LAMP
STATUS
BOTTOM
TOP
LAMP
TOP
STATUS
BOTTOM
LAMP
ANDCHU GASSMAN
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AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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CONC. SPLASH PLATE
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(4"REQ'D)
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ALUM.
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LEADER
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WALL PANELS
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WALL PANELS
AutoCAD SHX Text 11'%%p
AutoCAD SHX Text 10'
AutoCAD SHX Text 32'-4"
AutoCAD SHX Text
%%UPLAN
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%%USECTION A-A
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WATER SURFACE
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EL. 107.25
AutoCAD SHX Text I.E. 100.42
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W/WEIR &
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CELL INLET BOX
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FILTER MEDIA
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SPLASH
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PLATE
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FILTRATE GULLETS
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ACCESS LADDER
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MUDWELL
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PUMP
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MUDWELL
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UNDERDRAINS
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FOR L.P.
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DIFFUSER AIR
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PUMP
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W/ADJ. WEIR
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BACKWASH TROUGH
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GRATING
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CHANNEL
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CLEARWELL
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BACKWASH
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PUMP
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WEIR BOX
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OUTLET
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HANDRAIL
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INLET
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MUDWELL
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CONTROL PANEL
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3" BACKWASH
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WASTE DISCHARGE
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EL. 118.5
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EL. 93.50
AutoCAD SHX Text %%L
AutoCAD SHX Text %%O
AutoCAD SHX Text
TH
AutoCAD SHX Text M
AutoCAD SHX Text
EF NO.1
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BOT EL 108.50'
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UH NO.1
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BOT EL 113.00'
AutoCAD SHX Text 12" X 18"
AutoCAD SHX Text
BOT EL 113.50'
AutoCAD SHX Text TO UH No.1
AutoCAD SHX Text
TO AHU NO.1
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3/4" GAS DN TO
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DUCT FURANCE
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1 1/2"GAS SUPPLY & METER
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FC
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AHU NO.1
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DF NO.1
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BOT EL.113.00'
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OAI FBL
AutoCAD SHX Text 48" X 36"
AutoCAD SHX Text
4.76SF NFA
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3690 CFM
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(BY OTHERS)
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STACK CAP
AutoCAD SHX Text 10"%%C
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HIGHEST POINT THAT
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VENT PENETRATES THE
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ROOF AND HIGHER
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THAN ANY PORTION OF
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THE BUILDING WITHIN
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10 FEET
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MIN 3'-0" ABOVE
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BOT EL 113.00
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DF NO.1
AutoCAD SHX Text 18" X 18"
AutoCAD SHX Text 18" X 12"
AutoCAD SHX Text
BOT EL
AutoCAD SHX Text 113.50
AutoCAD SHX Text 4"%%C
AutoCAD SHX Text
UH NO.1
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BOT EL
AutoCAD SHX Text 113.00
AutoCAD SHX Text
STACK CAP
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10 FEET
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THE BUILDING WITHIN
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THAN ANY PORTION OF
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ROOF AND HIGHER
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VENT PENETRATES THE
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HIGHEST POINT THAT
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MIN 3'-0" ABOVE
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PLEMUM
AutoCAD SHX Text 18" X 18"
AutoCAD SHX Text
3690 CFM
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4.76SF NFA
AutoCAD SHX Text 54" X 36"
AutoCAD SHX Text
O A I FBL
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FILTER AND
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MIXING BOX
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COMBINATION
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AHU
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6" CONC
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(3) 34" X 14" SR
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1000 CFM EA
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(3) 18" X 8" SR
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230 CFM EA
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230 CFM EA
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(3)-18"X8"SR
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1,000 CFM EA
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(3)-34"X14"SR
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STOP GATE
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1/2" DN TO UNIT
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HEATER
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BOT EL
AutoCAD SHX Text 113.50
AutoCAD SHX Text
TH
AutoCAD SHX Text 18"x18"
AutoCAD SHX Text
BOT EL.
AutoCAD SHX Text 113.50'
AutoCAD SHX Text
PAD *
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TOP EL.
AutoCAD SHX Text 107.75'%%p
AutoCAD SHX Text
GAS C EL.111.50'
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1" BL.STL.
AutoCAD SHX Text L
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1 1/2" BL.STL.
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1" BLACK ST'L
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SUPPORTED ON
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WALL BEAMS. MIN.
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HEIGH 3'-6" ABOVE FLR.
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FIN.GR. 96.0'
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SUMP
AutoCAD SHX Text 6"
AutoCAD SHX Text
EL.96.00
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FIN.GR.
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GRADE BEAM
AutoCAD SHX Text 6%%c DISC. PIPE
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INV. EL. 92.50
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CLEAR-
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WELL
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
10" FILTER EFFLUENT
AutoCAD SHX Text I.E. 92.60
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8"%%C PIPE SLEEVE
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W/4" PROJECTION
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ABOVE FLR.
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12"PIPE SLEEVE W/4"
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PROJECTION ABOVE
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FLOOR
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UP
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4"PVC(SCH.80-TYP.)
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4"FD
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UNDERGROUND
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FLOOR DRAIN PIPES
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FC
AutoCAD SHX Text No.1
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2 1/2" CPLG
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3" CPLG FOR
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DISCHARGE
AutoCAD SHX Text C EL.93.00'%%p (3' MIN.COVER)
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CITY WATER SUPPLY
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2"PVC SCH.80
AutoCAD SHX Text L
AutoCAD SHX Text
HIGHEST POINT
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4" VENT UP
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3'-0" ABOVE
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THRU ROOF
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3'-0" ABOVE HIGHEST POINT
AutoCAD SHX Text
10" VENT UP THRU ROOF
AutoCAD SHX Text M
AutoCAD SHX Text
CODP
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3" VTR
AutoCAD SHX Text 4"
AutoCAD SHX Text G
AutoCAD SHX Text
6" D.I. FROM LIFT STATION
AutoCAD SHX Text
SEE DWG SH#3 FOR CONT.
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text H.B.
AutoCAD SHX Text
CW
AutoCAD SHX Text G
AutoCAD SHX Text
4"FD
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text H.B.
AutoCAD SHX Text
4" SCH 80 PVC FOR BACKWASH WASTE
AutoCAD SHX Text
& FLR DRAIN SEE DWG SH#3 FOR CONT.
AutoCAD SHX Text I.E. 93.00'
AutoCAD SHX Text
CW
AutoCAD SHX Text G
AutoCAD SHX Text
1 1/2" GAS C EL. 111.50'
AutoCAD SHX Text
1" GALV. STEEL CW SUPPORTED ON
AutoCAD SHX Text
WALL BEAMS MIN. HEIGHT 3'-6"
AutoCAD SHX Text
ABOVE FLR.
AutoCAD SHX Text L
AutoCAD SHX Text
SEE DWG SH#3 FOR CONT.
AutoCAD SHX Text
10" SCH 80 PVC SAND FILTER
AutoCAD SHX Text
EFFL. SEE DWG SH#13 FOR
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CONT.
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4"PVC DRAIN PIPE
AutoCAD SHX Text I.E. 94.0'
AutoCAD SHX Text
3"D.I. MUDWELL
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PUMP DISCHARGE
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4" FD
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10" BYPASS FOR EMERGENCY USE TO SLOW SAND FILTER.
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PITCH
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TOP OF CONCRETE EL.96.50
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HATCH
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INV.EL.94.70'
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SLOPE
AutoCAD SHX Text M
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UP
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UP
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12" BACKWASH TROUGH BFV
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CELL INLET BOX
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W/WEIR & STOP GATE
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ACCESS
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L.P. DIFFUSER AIR
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2 1/2" CPLG. FOR
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12" BACKWASH HEADER
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(BY CONTRACTOR)
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3" CPLG. FOR
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MUDWELL
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PUMP
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PLATE
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SPLASH
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MUDWELL PUMP
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DISCHARGE
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CHANNEL
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INLET
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CELL NO. 3
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L.P. AIR
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DIFFUSER
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BACKWASH TROUGH
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W/ADJ. WEIR
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AIR VENT PIPE
AutoCAD SHX Text
CELL NO. 2
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CELL NO. 1
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(NORMALLY CLOSED & LOCKED)
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WEIR
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OVERFLOW
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SUMP
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REMOVABLE
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LADDER
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GRATING SECTION
AutoCAD SHX Text
SLIDE GATE
AutoCAD SHX Text I.E. 100.42
AutoCAD SHX Text
FILTRATE GULLETS
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
CLEARWELL
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BACKWASH
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PUMP
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WEIR BOX
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OUTLET
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HANDRAIL
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INLET
AutoCAD SHX Text
BOT EL
AutoCAD SHX Text 113.00
AutoCAD SHX Text
TOP EL.
AutoCAD SHX Text 107.75'%%p
AutoCAD SHX Text
FIN.GR. 96.0'
AutoCAD SHX Text
SUMP
AutoCAD SHX Text 6"
AutoCAD SHX Text
10" FILTER EFFLUENT
AutoCAD SHX Text I.E. 92.60
AutoCAD SHX Text
12"PIPE SLEEVE W/4"
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PROJECTION ABOVE
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FLOOR
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PITCH
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TOP OF CONCRETE EL.96.50
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LEAD/ASBESTOS MANAGER
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SATISFACTORY TO
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APPROVED
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CHK.
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DR.
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DES.
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OFFICER IN CHARGE
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ENGINEERING DIRECTOR
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
PWO DWG. NO.
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
SPEC.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
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NAVAL WEAPONS STATION EARLE
AutoCAD SHX Text
COLTS NECK, NEW JERSEY 07722
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text D
AutoCAD SHX Text
SIZE
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CODE IDENT NO.
AutoCAD SHX Text
DEPARTMENT OF THE NAVY
AutoCAD SHX Text R E V I S I O N S
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
CONSTR. CONTR. NO.
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR.
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTING ENGINEERS PC
AutoCAD SHX Text
MIDDLESEX, N.J. NEW YORK, N.Y.
AutoCAD SHX Text
SEWER PLANT DISINFECTANT SYSTEM
AutoCAD SHX Text
BID DOCUMENT
AutoCAD SHX Text
N.J. LIC. NO. 26538
AutoCAD SHX Text Professional Engineer
AutoCAD SHX Text
JON T. CHU
AutoCAD SHX Text Date
AutoCAD SHX Text 80091
AutoCAD SHX Text
TBD
AutoCAD SHX Text
09 JAN 09
AutoCAD SHX Text
TBD
AutoCAD SHX Text 6'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
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AutoCAD SHX Text
AutoCAD SHX Text
SCALE :1/4"=1'-0"
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JC/ZOU
AutoCAD SHX Text
ZOU
AutoCAD SHX Text
K:\NAVY\UV\K84954\M-1
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MECHANICAL
AutoCAD SHX Text
PLAN AND SECTIONS
AutoCAD SHX Text
ULTRAVIOLET DISINFECTION FACILITIES
AutoCAD SHX Text 12527443
AutoCAD SHX Text
AS NOTED
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AutoCAD SHX Text M-1
AutoCAD SHX Text
EXIST
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REMOVE
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REMOVE
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EXIST
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%%USECTION B-B
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NEW
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EXIST
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NEW
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EXIST
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REMOVE
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EXIST
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NEW
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EXIST
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NEW
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EXIST
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%%UEXISTING FILTER DISCHARGE PIPING - DEMOLITION
AutoCAD SHX Text 9"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text %%P3'-0"
AutoCAD SHX Text
NEW UV
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text
INLET BOX
AutoCAD SHX Text
NEW UV CHANNEL
AutoCAD SHX Text
OUTLET BOX
AutoCAD SHX Text
10" INFLUENT
AutoCAD SHX Text
CONC. PEDESTAL
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(TYP.)
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EMERGENCY
AutoCAD SHX Text
OVER FLOW
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10" SIDE
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OUTLET
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90%%D ELL.
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10" EFFLUENT
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
CLEARANCE
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%%UEXISTING RAPID SAND FILTER BLDG
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NEW
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%%USECTION D-D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
%%USECTION C-C
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ULTRASONIC FLOW
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METER/RECORDER
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WALL MOUNTED AT
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EYE LEVEL
AutoCAD SHX Text
FLOW METER FLUME
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FREE FALL
AutoCAD SHX Text
DISCHARGE BOX
AutoCAD SHX Text
5'-0" LONG
AutoCAD SHX Text
APPROACH SECTION
AutoCAD SHX Text
INLET BULKHEAD W/ 10" PIPE
AutoCAD SHX Text
NOZZLE & 150# FLANGE AND BAFFLE
AutoCAD SHX Text
12" FLOW METERING
AutoCAD SHX Text
FLUME
AutoCAD SHX Text
2'-3"WX2'X2'H INLET
AutoCAD SHX Text
BULK HEAD W/ BAFFLE
AutoCAD SHX Text
BAFFLE
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
AutoCAD SHX Text 6"
AutoCAD SHX Text
C UV
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SYSTEM
AutoCAD SHX Text L
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REMOVABLE
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BAFFLE PLATE
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TOP OF
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CONC.
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10" FLANGELESS WAFER
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TYPE BUTTERFLY VALVE
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W/ LEVER
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SLOPE
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HOCK HOCKSON
AutoCAD SHX Text
BROOK
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TOP OF
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CONC.
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(SEE DETAIL
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WINGWALL
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ON DWG G-2)
AutoCAD SHX Text 160'%%P
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10" VICTAULIC
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COUPLING (TYP.)
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LEVEL SENSOR
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ULTRASONIC
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TO BROOK
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%%UULTRAVIOLET(UV) DISINFECTION EQUIPMENT SCHEDULE
AutoCAD SHX Text PEAK : 400,000 GALLON PER DAY S.S. : 30 mg/l TEMP : 33° TO 85°FTIERTIARY FILTERED DOMESTIC SEWAGE LOCATION: IN EXIST. FILTER BLDG
AutoCAD SHX Text 31,023 MICROWATT-SECOND PER SQUARE CENTIMETER W/65% @253.7 nm TRANSMITTANCE
AutoCAD SHX Text 200/100 ml FECAL CHLOROFORM, BASED ON 30 DAY GEOMETRIC MEAN DAILY SAMPLES
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PERFORMANCE GUARANTEE
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UV CAPACITY (MINIMUM)
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SEWAGE FLOW & CHARACTERISTICS
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REPLACE EXIST. DOUBLE
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DOOR IN KIND.
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%%USECTION E-E
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JC
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11 1/4" ELL
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AMENDMENT #1 PER 07 JAN 09 REVIEW MEETING
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CHK.
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OFFICER IN CHARGE
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ENGINEERING DIRECTOR
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PWO DWG. NO.
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DEPARTMENT OF THE NAVY
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CONSTR. CONTR. NO.
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CONSULTING ENGINEERS PC
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MIDDLESEX, N.J. NEW YORK, N.Y.
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SEWER PLANT DISINFECTANT SYSTEM
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BID DOCUMENT
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N.J. LIC. NO. 26538
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JON T. CHU
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AutoCAD SHX Text 80091
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TBD
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09 JAN 09
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TBD
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KC/CK
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JF
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K:\NAVY\UV\K84954\D-1
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DEMOLITION
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SITE PLAN
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BUILDING C-32A
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AS SHOWN
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CHLORINE BLDG. C-32A SITE PLAN
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%%UDEMOLITION GENERAL NOTES:
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1. REMOVE ENTIRE BUILDING INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE BUILDING CONTENTS AND FLOOR SLAB INCLUDING ALL REMOVE ENTIRE BUILDING INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE BUILDING CONTENTS AND FLOOR SLAB INCLUDING ALL ELECTRICAL, PIPING, WALLS, FLOORS, INSULATION, ROOFING ETC. FOR COMPLETE BUILDING REMOVAL (SEE DRAWING D-2 FOR ADDITIONAL REMOVAL INFORMATION). 2. DISCONNECT AND REMOVE ALL UTILITIES AS SHOWN ON THIS DRAWING. COORDINATE WITH ALL REQUIRED DEPARTMENTS AND AGENCIES VIA DISCONNECT AND REMOVE ALL UTILITIES AS SHOWN ON THIS DRAWING. COORDINATE WITH ALL REQUIRED DEPARTMENTS AND AGENCIES VIA THE CONTRACTING OFFICER. 3. AFTER DEMOLITION FILL ALL VOID AREA(S) WITH DIRT, GRADE, INSTALL TOP SOIL, AND COMPACT PER SPECIFICATION. SEED AREA PER AFTER DEMOLITION FILL ALL VOID AREA(S) WITH DIRT, GRADE, INSTALL TOP SOIL, AND COMPACT PER SPECIFICATION. SEED AREA PER "SEEDING WORK WITH WILDLIFE BENEFITS FOR UNIMPROVED AREAS". SEE SPECIFICATIONS APPENDIX "A". NEW GRADE SHALL MATCH EXISTING AND AS SHOWN ON DRAWING D-2 GRADING PLAN. 4. CAP WATER LINE NEAR EXISTING VALVE (+100'). COORDINATE WITH NWSE PUBLIC WORKS DEPARTMENT VIA CONTRACTING OFFICER. CAP WATER LINE NEAR EXISTING VALVE (+100'). COORDINATE WITH NWSE PUBLIC WORKS DEPARTMENT VIA CONTRACTING OFFICER. +100'). COORDINATE WITH NWSE PUBLIC WORKS DEPARTMENT VIA CONTRACTING OFFICER. 100'). COORDINATE WITH NWSE PUBLIC WORKS DEPARTMENT VIA CONTRACTING OFFICER. 5. ALL DEMOLITION SHALL BE COORDINATED WITH HAZARDOUS WASTE REMOVAL WORK PRIOR TO STARTING WORK. SEE SPECIFICATION SECTION ALL DEMOLITION SHALL BE COORDINATED WITH HAZARDOUS WASTE REMOVAL WORK PRIOR TO STARTING WORK. SEE SPECIFICATION SECTION 02 82 1600 20 "ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIAL". ALL ASBESTOS SHALL BE REMOVED BEFORE ANY BUILDING/STRUCTURE IS DEMOLISHED. 6. UNLESS NOTED OTHERWISE ALL REMOVED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSE FROM THE JOB SITE IN UNLESS NOTED OTHERWISE ALL REMOVED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSE FROM THE JOB SITE IN A TIMELY FASHION AND IN ACCORDANCE WITH THE SPECIFICATIONS, LOCAL, STATE, AND FEDERAL REGULATIONS AND PROCEDURES. 7. BEFORE ANY DEMOLITION WORK CONTRACTOR SHALL SAFELY DENERGIZE ALL ELECTRICAL POWER TO THE BUILDING. TERMINATE ALL WIRING BEFORE ANY DEMOLITION WORK CONTRACTOR SHALL SAFELY DENERGIZE ALL ELECTRICAL POWER TO THE BUILDING. TERMINATE ALL WIRING PER THE REQUIREMENTS OF THE N.E.C.
AutoCAD SHX Text C-32A
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EXISTING ROADWAY TO REMAIN
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%%UDEMOLITION SYMBOLS
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FENCE
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UTILITY POLE
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CAP OF EXISTING PIPING
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CROSS-HATCHING INDICATES REMOVAL
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INSTALL 12" DIA. INTERNAL
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PLUGS IN EXISTING PIPE
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ABANDONED IN PLACE
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REMOVE INFLUENT AND
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EFFLUENT PITS
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INSTALL 12" DIA.
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INTERNAL PLUG
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PIPE TO BE ABANDONED
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IN PLACE
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CONCRETE
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ASPHALT ROADWAY
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EXISTING OVERHEAD WIRING
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EXISTING UNDERGROUND WIRING (CONDUIT)
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EXISTING UNDERGROUND WIRING
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UND
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UND
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OR
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ABANDONED IN PLACE
AutoCAD SHX Text CONCRETE PIT TO REMAIN. BREAK UP CONCRETE BOTTOM, KNOCK DOWN SIDE WALLS TO 24" BELOW GRADE, FILL PIT WITH 1" BLUE STONE TO 24" BELOW GRADE. TOP 24" TO BE FILLED WITH DIRT AND SEEDED FOR BENEFIT OF WILDLIFE (SEE SPECIFICATIONS, APPENDIX "A").
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REMOVE FENCING, FOUNDATIONS AND GATES
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REMOVE ALL FENCING, FOUNDATIONS AND GATES
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CAP EXISTING 2" WATER PIPE
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ABANDONED IN PLACE
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INSTALL 12" DIA. INTERNAL PLUG
AutoCAD SHX Text REMOVE 10' OF EXISTING PIPING. REMOVE EXISTING CONCRETE WINGWALL. FILL VOID AREAS WITH DIRT. GRADE TO MATCH EXISTING. SEED AREA PER "SEEDING WORK WITH WILDLIFE BENEFITS FOR UNIMPROVED AREAS". (SEE SPECIFICATIONS, APPENDIX "A")
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REMOVE AERATOR DRIVES AND ASSOCIATED CABLING
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REMOVE CONTROLLER, TRANSFORMER, CONDUIT, WIRE AND FRAME.
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UNDERGROUND RUN TO BE ABANDONED IN PLACE. REMOVE WIRE.
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REMOVE CONDUIT, JUNCTION BOX AND WIRE FROM POLE
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POLE TO REMAIN
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GUY TO REMAIN
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OVERHEAD WIRE RUN TO BE REMOVED. GUY WIRE TO REMAIN
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EXISTING OVERHEAD SECONDARY TO REMAIN
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EXISTING ASPHALT PARKING AREA TO BE REMOVED. ASSUME 6" THICK MATERIAL.
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POLE TO REMAIN
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REMOVE FIBERGLASS STRUCTURE (SEE NOTE 1)
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REMOVE BUILDING (SEE NOTE 1) (SEE ASBESTOS REMOVALS)
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REMOVE CONCRETE WALKWAY
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REMOVE CREOSOTE TIMBER 4-10X8"X8" PIECES
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SCALE IN FEET
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CUT CONDUIT 12" BELOW GRADE (TYP. IN TWO LOCATIONS).
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EXISTING HOCK HOCKSON BROOK
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CONCRETE WALK
AutoCAD SHX Text REMOVE CREOSOTE TIMBER RETENTION WALL ASSUME 40-10'X8"X8" PIECES (SEE GRADING PLAN ON DRAWING D-2)
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DISCONNECT & REMOVE OVERHEAD ELECTRICAL
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SAWCUT EXISTING ASPHALT AT ROAD LINE
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%%UASBESTOS REMOVALS
1. THE BUILDING, C-32A, ROOFING MATERIAL AND FLASHING HAS TESTED POSITIVE FOR ASBESTOS. ASBESTOS SHALL BE REMOVED BEFORE THE BUILDING, C-32A, ROOFING MATERIAL AND FLASHING HAS TESTED POSITIVE FOR ASBESTOS. ASBESTOS SHALL BE REMOVED BEFORE DEMOLITION OF BUILDING ASSUME 120 SQ. FEET OF ASBESTOS ROOFING MATERIAL AND 50 LF OF FLASHING. NO LEAD BASED PAINT WAS FOUND AT THIS PROJECT SITE.
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LEAD/ASBESTOS MANAGER
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SATISFACTORY TO
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APPROVED
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CHK.
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DR.
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DES.
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OFFICER IN CHARGE
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ENGINEERING DIRECTOR
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SYMBOL
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PWO DWG. NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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SPEC.
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SCALE
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SHEET
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OF
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COLTS NECK, NEW JERSEY 07722
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DATE
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DEPARTMENT OF THE NAVY
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DESCRIPTION
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CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
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DATE
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APPR.
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CONSULTING ENGINEERS PC
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MIDDLESEX, N.J. NEW YORK, N.Y.
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SEWER PLANT DISINFECTANT SYSTEM
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BID DOCUMENT
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N.J. LIC. NO. 26538
AutoCAD SHX Text Professional Engineer
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JON T. CHU
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AutoCAD SHX Text 80091
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TBD
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09 JAN 09
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TBD
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KC/CK
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JF
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K:\NAVY\UV\K84954\D-2
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DEMOLITION
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PLAN AND SECTION
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BUILDING C-32A
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AS SHOWN
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%%UDEMOLITION NOTES:
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FIBERGLASS CONTROL BUILDING
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12" EXIST.INFLUENT PIPE
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INFLUENT MANHOLE (CONCRETE)
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CHLORINE CONTACT TANK
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CHLORINE BUILDING
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EFFLUENT MANHOLE (CONCRETE)
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12 VCP EFFLUENT SEWER
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%%USECTION THROUGH BUILDING
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1. FOR GENERAL DEMOLITION NOTES AND SYMBOLS, SEE DWG D-1. FOR GENERAL DEMOLITION NOTES AND SYMBOLS, SEE DWG D-1. 2. REMOVE ENTIRE BUILDING AND CONTENTS INCLUDING FOOTINGS, FOUNDATION REMOVE ENTIRE BUILDING AND CONTENTS INCLUDING FOOTINGS, FOUNDATION AND CONCRETE FLOOR SLAB. 3. REMOVE ENTIRE BUILDING CONTENTS INCLUDING ALL DEBRIS, STRUCTURAL REMOVE ENTIRE BUILDING CONTENTS INCLUDING ALL DEBRIS, STRUCTURAL ELEMENTS, FLOORS, WALLS, STORAGE, WATER TANK, CONTROLLERS, FLOW SENSOR TRANSMITTER, ELECTRICAL, PIPING, INSULATION, ROOFING, ETC. FOR A COMPLETE BUILDING REMOVAL. 4. TERMINATE ELECTRICAL SERVICE FOR BUILDING C-32A. REMOVE EXISTING TERMINATE ELECTRICAL SERVICE FOR BUILDING C-32A. REMOVE EXISTING SERVICE WIRES. 5. CONTRACTOR SHALL DISCONNECT AND CAP EXISTING 2" WATER LINE. LOCAL CONTRACTOR SHALL DISCONNECT AND CAP EXISTING 2" WATER LINE. LOCAL WATER SHUT-OFF VALVE (± 200' AWAY) AND TURN EXISTING WATERSUPPLY OFF. COORDINATE WITH NWSE PUBLIC WORKS DEPARTMENT VIA THE CONTRACTING OFFICER. 6. CONTRACTOR SHALL CUT EXISTING 12" EFFLUENT PIPE AND 12" INFLUENT CONTRACTOR SHALL CUT EXISTING 12" EFFLUENT PIPE AND 12" INFLUENT PIPE. INSTALL INTERNAL PLUG AS SHOWN. 7. AFTER DEMOLITION FILL ALL VOID AREAS WITH DIRT, GRADE, INSTALL TOP AFTER DEMOLITION FILL ALL VOID AREAS WITH DIRT, GRADE, INSTALL TOP SOIL AND COMPACT PER SPECIFICATIONS. SEED AREA PER "SEEDING WORK WITH WILDLIFE BENEFITS FOR UNIMPROVED AREAS". SEE SPECIFICATIONS APPENDIX "A". NEW GRADE TO MATCH EXISTING.
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FENCE (TYP.)
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%%UEXISTING GRADING
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%%UNEW GRADING
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2' CONTOURS
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2' CONTOURS
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CONCRETE AND BRICK
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CONCRETE STRUCTURE (TYP.)
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FINISHED GRADE
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PLUG PIPE
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CONTROL PNL.
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METERS
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INSTALL 12" DIA PLUGS
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SEE DRAWING D-1 FOR BUILDING AND PIPING REMOVALS.
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PANELBOARD
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FLOOR HATCH
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HEATER
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CMU WALL
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CAP 2" WATER LINE
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DUCTWORK
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FLOW SENSOR
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12" DIA INTERNAL PLUG
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PLUG EXISTING 12" DIA. PIPE
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BLDG.
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EXISTING ROADWAY (TO REMAIN)
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FIBERGLASS STRUCTURE
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EXISTING ROADWAY
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TIMBER RETAINING WALL
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PHANTOM VIEW (TYP.)
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PUMPS
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METAL BOX
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%%UGENERAL INTERIOR REMOVALS
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AMENDMENT #1 PER 07 JAN 09 REVIEW MEETING
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%%UEQUIPMENT TO BE TURNED OVER TO
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%%USEWER TREATMENT PLANT PERSONNEL:
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1. PULSE FEEDER PUMPS (3 UNITS) PULSE FEEDER PUMPS (3 UNITS) 2. PH ANALYZER PH ANALYZER 3. CHART FLOW METERS (3 UNITS) CHART FLOW METERS (3 UNITS) 4. SULFUR DIOXIDE TANKS (3 TANKS) SULFUR DIOXIDE TANKS (3 TANKS) 5. CAUSTIC SODA DRUMS (4 DRUMS)CAUSTIC SODA DRUMS (4 DRUMS)
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JC
LAMP
BOTTOM
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TOP
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ANDCHU GASSMAN
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PWO DWG. NO.
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MIDDLESEX, N.J. NEW YORK, N.Y.
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SEWER PLANT DISINFECTANT SYSTEM
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BID DOCUMENT
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N.J. LIC. NO. 26538
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JON T. CHU
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TBD
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09 JAN 09
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TBD
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JC/ZOU
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ZOU
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K:\NAVY\UV\K84954\E-1
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ELECTRICAL
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POWER SUPPLY-PLAN AND DETAILS
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UV DISINFECTION FACILITIES
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AS NOTED
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SCALE IN FEET
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SCALE :1/4"=1'-0"
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NEW UV
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CHANNEL
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CLEARANCE
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%%UEXISTING RAPID SAND FILTER BLDG
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%%UGENERAL NOTES
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1. DURING THE BID PHASE, THE CONTRACTOR SHALL…
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