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CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CLIENT PROJECT No.:

COLLIER COUNTY PUBLIC UTILITIESSOUTH COUNTY REGIONAL WATER TREATMENT PLANT

CHLORINATION IMPROVEMENTS3851 CITY GATE DRIVENAPLES, FLORIDA 34117

200-08486-11001

COLLIER COUNTY PUBLIC UTILITIES3339 EAST TAMIAMI TRAIL, SUITE 303

NAPLES, FLORIDA 34112

10600 CHEVROLET WAY, SUITE 300

ESTERO, FLORIDA 33928

Ph: 239-390-1467 Fax: 239-390-1769

05/09/11 - 100% DRAWINGS

VICINITY MAP:SEE SHEET G-001

SOUTH COUNTYREGIONAL WATERTREATMENT PLANT

PREPARED FORCOLLIER COUNTY PUBLIC UTILITIES

3339 EAST TAMIAMI TRAIL, SUITE 303WATER-SEWER DISTRICT

NAPLES, FLORIDA 34112

5/9/11

DONNA FIALA DISTRICT 1GEORGIA A. HILLER, ESQ. DISTRICT 2TOM HENNING DISTRICT 3FRED W. COYLE DISTRICT 4 (CHAIRMAN)JIM COLETTA DISTRICT 5 (VICE CHAIRMAN)

COLLIERCOUNTY

COLLIER COUNTY

SOUTH COUNTY REGIONALWATER TREATMENT PLANT SITE

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GENERAL NOTES 1. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIES PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AS LISTED BELOW AND FIELD VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES ATLEAST 48 HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY HIS OPERATIONS.

- COLLIER COUNTY PUBLIC UTILITIES (WATER AND WASTEWATER DISTRICT): (239) 530-5335- SUNSHINE STATE ONE CALL: 811 WWW.CALLSUNSHINE.COM

- IN ADDITION, PRIOR TO STARTING WORK, CONTRACTOR SHALL NOTIFY LOCAL PUBLIC SERVICE AGENCIES INCLUDING SHERIFF AND FIRE DEPARTMENTS.

2. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS AND WERE BASED ON RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. THEEXISTING UTILITIES SHOWN AND LISTED ABOVE SHALL NOT BE CONSTRUED AS BEING ALL INCLUSIVE OF UTILITIES IN THE AREA. ANY INTERRUPTIONOF SERVICE SHALL BE COORDINATED WITH THE OWNER OF THE UTILITY.

3. ALL PROPOSED PIPING SHALL BE INSTALLED VIA HAND DIGGING. HAND DIGGING WILL ENSURE CONFLICTS WITH EXISTING UTILITIES ARE AVOIDED.

4. ALL UNDERGROUND CHEMICAL FEED PIPING TO BE 2 1/2" AND ENCASED IN 6" PIPING. ALL PIPING TO BE SCH 80 PVC COLOR CODE YELLOW WITHBLACK DIRECTION OF FLOW ARROW.

5. ALL PIPE AND FITTINGS SHALL BE PRESSURE TESTED PER AWWA AND COLLIER COUNTY STANDARDS.

6. ALL PIPING SHALL HAVE 18-INCHES MINIMUM COVER UNLESS APPROVED BY THE ENGINEER. CONTRACTOR SHALL PROVIDE PROPER GRADEELEVATIONS AND ALIGNMENTS.

7. ALL DISTURBED AREAS SHALL BE RE-SODDED BY THE CONTRACTOR.

8. FITTINGS MAY BE USED FOR PIPE ALIGNMENT CHANGES RATHER THAN DEFLECTING JOINTS AT THE CONTRACTOR'S OPTION AND WITH NO EXTRACOMPENSATION. NO ADDITIONAL COMPENSATION WILL BE MADE FOR JOINT RESTRAINTS.

9. IF IT IS DETERMINED THAT UTILITY POLES REQUIRE HOLDING OR RELOCATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSESASSOCIATED WITH THEIR HOLDING AND/OR RELOCATION AND SHALL COORDINATE WITH THE UTILITY OWNER.

10. THE CONTRACTOR SHALL NOT PLACE ANY FILL MATERIALS WITHIN A WETTED DITCH OR WETLAND AREA WHEN WORKING ADJACENT TO EITHER TYPEOF AREA.

11.DEWATERING MAY BE REQUIRED IN SOME AREAS TO ACHIEVE THE NECESSARY EXCAVATION AND SUBSEQUENT CONSTRUCTION, BACKFILLING ANDCOMPACTING. DEWATERING WILL BE INCLUDED IN THE PUMP STATION BID ITEM. NO EXTRA COMPENSATION FOR DEWATERING WILL BE ALLOWED.CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY DEWATERING PERMIT(S). ALL DEWATERING SHALL BE IN ACCORDANCE WITHDIVISION 31 OF THE SPECIFICATIONS. WETLAND AREAS SHALL NOT RECEIVE ANY REMOVED WATER.

12.PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIARIZED WITH THE OVERALL SITE CONDITION AND PERFORM ADDITIONALINVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF ROCK AND EXPECTED ORGANIC SILT PEAT AREAS,ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFFSITE, AND MATERIALS TO BE DISPOSEDOF OFFSITE ALL OF WHICH WILL AFFECT HIS PRICING. ANY DELAY, INCONVENIENCE OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATEINVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THEMATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL AND THE CONTRACTORMAY HAVE TO BRING IN MATERIALS AT NO EXTRA COST FROM OFFSITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL.

13. CHAPTER 553-851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYSPRIOR TO EXCAVATING.

14. ALL BURIED PIPES SHALL HAVE PROPER IDENTIFICATION DETECTOR TAPE INSTALLED AT TWO DEPTHS: DIRECTLY ON TOP OF THE PIPE, AND 12 INCHESBELOW FINISHED GRADE, OVER THE CENTERLINE OF THE PIPE. IN ADDITION, CONTRACTOR SHALL INSTALL ELECTRONIC LOCATION DISCS ABOVE THEPIPE AT ALL JUNCTIONS, CHANGES IN DIRECTION AND EVERY 500 FEET ALONG THE LAYING LENGTH OF PIPE.

15. CONTRACTOR SHALL IMMEDIATELY RESTORE CONSTRUCTION AREAS TO THEIR ORIGINAL CONDITION, INCLUDING DRIVEWAYS, ROADWAYS, ASPHALTBIKE PATHS, SWALES, ETC. CONSTRUCTION RESTORATION WILL BE CLOSELY MONITORED AND WILL BE PERFORMED AS CONSTRUCTION PROCEEDS,NOT AT THE CONCLUSION OF THE PROJECT. CONSTRUCTION WILL BE NO MORE THAN 2 DAYS AHEAD OF RESTORATION AT ANY TIME. ANY SPECIALPROVISION OR CONSIDERATION NEEDED TO ACCOMPLISH THIS REQUIREMENT SHALL BE INCLUDED IN THE TOTAL BID PRICE.

16. ALL PROPOSED IMPROVEMENTS SHALL BE PERFORMED PER COLLIER COUNTY STANDARDS, WHICH ARE AVAILABLE ON THE COUNTY'S WEBSITE:WWW.COLLIERGOV.NET

17. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO COUNTY'S MAINS AND FACILITIES. IF THE REPAIRIS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY COUNTY, COUNTY MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILLBE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.

18. ALL NEW VALVES BEING INSTALLED SHALL REMAIN CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BYFDEP. DO NOT CONNECT ANY PROPOSED WATER MAIN TO ANY EXISTING WATER MAIN UNLESS CLEARED BY FDEP AND THE COUNTY.

19. ALL WATER DISTRIBUTION SYSTEMS SHALL BE FLUSHED CLEAN OF ALL DELETERIOUS MATERIAL PRIOR TO ANY TESTING. FULL DIAMETER FLUSHING ISREQUIRED . ALL POTABLE WATER MAINS EITHER INSTALLED OR DISTURBED DURING CONSTRUCTION SHALL BE DISINFECTED IN ACCORDANCE WITHAWWA C-651-92 (SUBSECTION 4.8 AND SECTION 9) AND RULE 62-555.345, F.A.C. SUCH WATER MAINS SHALL THEN BE BACTERIOLOGICAL TESTED INACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. A REPRESENTATIVE FROM THE COUNTY MUST BE PRESENT DURING THE TAKING OF ALLWATER SAMPLES.

20.ALL EXISTING POTABLE WATER MAINS SHALL REMAIN OPERATIONAL AND SHALL NOT BE TAKEN OUT OF SERVICE DURING CONSTRUCTION WITHOUTAPPROVAL FROM COUNTY. ANY APPROVED REMOVAL FROM SERVICES SHALL NOT EXCEED 4 HOURS.

21.ALL MATERIALS, COATINGS AND CHEMICALS THAT CONTACT RAW WATER AND/OR DRINKING WATER SHALL BE IN CONFORMANCE WITH ANSI/NSFSTANDARD 61.

22.LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES EXPOSED DURING CONSTRUCTION SHALL BE ACCURATELY RECORDED ON THE CONSTRUCTIONDRAWINGS. THE OWNER SHALL BE IMMEDIATELY NOTIFIED OF ANY CONFLICTS WITH PROPOSED CONSTRUCTION.

23.THE CONTRACTOR SHALL LOCATE PROPOSED TIE IN LOCATIONS TO VERIFY ACTUAL LOCATION, SIZE, ELEVATION AND MATERIAL PRIOR TO ORDERINGNEW MATERIAL. WHERE A CONNECTION IS MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR WILL EXCAVATE THE AREA TO VERIFY THETYPE OF PIPE AND PIPE SIZE, AND OBTAIN THE OWNER'S APPROVAL OF THE PROPOSED METHOD OF CONNECTION; PRIOR TO ORDERING ANDINSTALLING MATERIALS.

24.THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OFTURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF INFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY, EXISTS DUETO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOILAREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITEDISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE.

25.THE CONTRACTOR SHALL MAINTAIN NORMAL TRANSPORT VEHICLE ACCESS TO WTP FACILITIES AT ALL TIMES.

26.IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E. WATER DOES NOT MEET FEDERAL AND STATE REQUIREMENTS) DUE TO THECONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESPONSIBLE, UNDER THE DIRECTION OF THE OWNER, OR THE STATE AND LOCALREGULATORY AGENCY FOR CORRECTING ANY SUCH CONTAMINATION PROBLEM INCLUDING DISINFECTION, TESTING AND OTHER CORRECTIVE ACTION.

27.ALL MATERIALS THAT COME INTO CONTACT WITH THE WATER BEING TREATED OR THE FINISHED WATER SHALL BE ON EITHER THE EPA OR NSF LISTSOF PRODUCTS APPROVED FOR USE IN CONTACT WITH POTABLE WATER.

28.PIPE SHALL BE MADE OF POLYVINYL CHLORIDE, SCHEDULE 80 PIPE, CONFORMING TO ASTM D1785. CHEMICAL FEED LINES SHALL HAVE SOLVENTWELDED JOINTS.

29.FITTINGS FOR SCHEDULE 80 PIPE 4 INCHES AND SMALLER IN DIAMETER SHALL BE SOCKET TYPE, SOLVENT WELDED IN CONFORMANCE WITH ASTM D2467. LIQUID CHLORINE FEED LINES SHALL HAVE SOLVENT WELDED FITTINGS. PVC SOLVENT CEMENT SHALL BE IN COMPLIANCE WITH ASTM D 2564

30.BALL VALVES SHALL BE MANUFACTURED OF GRADE 1, TYPE I, PVC WITH TEFLON SEATS. SEALS SHALL BE EPDM. VALVE SHALL BE PROVIDED WITHDOUBLE UNIONS AND BALL BLOCKING FEATURE.

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SHEET INDEXSheet Number Sheet Title

COVER

G-001 LOC. MAP GEN. NOTES & INDEX

G-002 LEGENDS AND ABBREVIATIONS

M-101 CHLORINATION MODIFICATIONS SITE PLAN

M-501 MECHANICAL DETAILS AND SITE PHOTOS

SITE PLAN AREA(SEE SHEET M-101)

B

AAAPAARVAAVABABANABRSVABSABVACACCMPACPADDMADHAFFAFGAFSAHDALALTAMPAMTAPRXARCH

ASPHASSYAVEA/CA/VV

BAFBCVBFBFVBHPBIBITUMBBLDGBLKBMBOCBOTBPBRGBSPBVBWBWW

CAP

CAVCB

CFMCFSCVCICIPCISPCJCKTCCL2CLFCLRCLVTCMPCMPACMUCNDCNRCOCO2COAGCOLCOMCONCCONNCONSTRCONTCONTRCOORDCO.CPCPACPLGCPVCCRCSCSGCTVCYCYLC&GC/C

DATDBLDCDEMODEPT

DETDFDIDIADIFFDIMDIPDISCH

DMHDN

DWDWGDWV

EEA

ECCEFEFFEELELASTELECEMERENCENGREPEPDMEPRFEQUIPERESMTESTEWEXCEXPEXSTEXST GREXTEXTN

ALARM ANNUNCIATOR PANELAUTOMATIC AIR RELEASE AIR VALVEAUTOMATIC AIR VENTANCHOR BOLTABANDON(ED)ABRASIVEACRYLONITRILE BUTADIENE STYRENEABOVEALTERNATING CURRENTASPHALT-COATED CORRUGATED METAL PIPEASBESTOS CEMENT PIPEADDENDUMADHESIVEABOVE FINISHED FLOORABOVE FINISHED GRADEABOVE FINISHED SLABAHEADALUMINUMALTERNATEAMPEREAMOUNTAPPROXIMATE(LY)ARCHITECT(URAL)

ASPHALTASSEMBLYAVENUEAIR CONDITIONINGAIR/VACUUM AIR VALVE

BAFFLEBALL CHECK VALVEBLIND FLANGEBUTTERFLY VALVEBRAKE HORSEPOWERBLACK IRONBITUMINOUS OR BITUMASTICBASELINEBUILDINGBLOCKBENCH MARKBACK OF CURBBOTTOMBASE PLATEBEARINGBLACK STEEL PIPEBALL VALVEBOTH WAYSBACKWASH WATER

CAPACITY

COMBINATION AIR VALVECATCH BASIN

CUBIC FEET PER MINUTECUBIC FEET PER SECONDCHECK VALVECAST IRONCAST IRON PIPECAST IRON SOIL PIPECONSTRUCTION JOINTCIRCUITCENTER LINECHLORINE GASCHAIN LINK FENCECLEAR OR CLEARANCECULVERTCORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCHCONCRETE MASONRY UNITCONDUITCORNERCLEAN OUTCARBON DIOXIDECOAGULANTCOLUMNCOMMONCONCRETECONNECTIONCONSTRUCT(ION)CONTINUOUSCONTRACT(OR)COORDINATECOMPANYCONCRETE PIPECONCRETE PIPE ARCHCOUPLINGCHLORINATED POLYVINYL CHLORIDECONCENTRIC REDUCERCHLORINE SOLUTIONCASINGCABLE TELEVISIONCUBIC YARDCYCLINDERCURB AND GUTTERCENTER TO CENTER

DATUMDOUBLEDIRECT CURRENTDEMOLITIONDEPARTMENT

DETAILDIESEL FUELDUCTILE IRONDIAMETERDIFFUSERDIMENSIONDUCTILE IRON PIPEDISCHARGE

DROP MANHOLEDOWN

DRIVEWAYDRAWINGDRAIN, WASTE, AND VENT

EASTEACH

ECCENTRICEACH FACEEFFLUENTEASEMENT LINEELEVATIONELASTOMERICELECTRICALEMERGENCYENCASE(MENT)ENGINEEREDGE OF PAVEMENTETHYLENE PROPYLENE DIENE MONOMEREXPLOSION PROOFEQUIPMENTECCENTRIC REDUCEREASEMENTESTIMATE(D)EACH WAYEXCAVATEEXPANSIONEXISTINGEXISTING GRADEEXTERIOREXTENSION

FABFACFBFCVFDFDNFEFHYFIGFINFIN FLFIN GR

FLGFLLFLTRFMFPMFPSFRPFTFUTFVFWFWP

GAGALGALV

GIPGJGNDGPDGPHGPMGPSGRGRTGGSGSPGSRGSTGTGV

HBHDHDPEHDRHGRHGTHNDRLHOAHORIZHP

HRHVACHWLHWYHZ

IDININFINTINTRINVIPIPS

JBJT

KKPLKVKVAKWKWH

LLABLAMLATLLAV

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LVRLWL

MMAINTMANMASMATLMAXMCCMEMECH

MFRMGMGDMH

MINMISCMJ

MONMPHMPTMSMSPMTD

MWMWL

NNENICNONOMNPFNPTNPWNRSNTSNWN/A

FABRICATE(D)FLANGED ADAPTER COUPLINGFLAT BARFLOW-CONTROL VALVEFLOOR DRAINFOUNDATIONFILTER(ED) EFFLUENTFIRE HYDRANTFIGUREFINISH(ED)FINISH FLOORFINISH GRADE

FLANGE(D)FLOW LINEFILTERFORCE MAINFEET PER MINUTEFEET PER SECONDFIBERGLASS REINFORCED PLASTICFOOT OR FEETFUTUREFOOT VALVEFINISHED WATERFACTORY WIRED PANEL

GAGEGALLON(S)GALVANIZED

GALVANIZED IRON PIPEGROOVE JOINTGROUNDGALLONS PER DAYGALLONS PER HOURGALLONS PER MINUTEGALLONS PER SECONDGRADEGRATINGGALVANIZED STEELGALVANIZED STEEL PIPEGROUND STORAGE RESERVOIRGROUND STORAGE TANKGROUT

HOSE BIBBHEAVY-DUTYHIGH-DENSITY POLYETHYLENEHYDRAULICHANGERHEIGHTHAND RAILHAND-OFF-AUTOHORIZONTALHORSEPOWER

HOURHEATING, VENTILATION, AND AIR CONDITIONINGHIGH WATER LEVELHIGHWAYHERTZ

INSIDE DIAMETERINCH(ES)INFLUENTINTERSECTIONINTERIORINVERTIRON PIPEINTERNATIONAL PIPE STANDARD

IW IRRIGATION WATER

JUCTION BOXJOINT

KIP (1,000 LB)KICK PLATEKILOVOLTKILOVOLT-AMPEREKILOWATTKILOWATT-HOUR

LEFTLABORATORYLAMINATE OR LAMINATIONLATERALLAVATORY

POUND(S)LINEAR FEETLIGHT POLELIME SLURRY

LOUVERLOW WATER LEVEL

METERMAINTAIN OR MAINTENANCEMANUAL(LY)MASONRYMATERIAL MAXIMUMMOTOR CONTROL CENTERMITERED ENDMECHANICAL

MANUFACTURE(R)MILLION GALLONSMILLION GALLONS PER DAYMANHOLEMILE(S)MINIMUMMINUTE(S)MISCELLANEOUSMECHANICAL JOIINT

MONUMENTMILES PER HOURMALE PIPE THREADMOTOR STARTERMOTOR STARTER PANELMOUNTED

MANWAYMEAN WATER LEVELMAXIMUM WORKING PRESSURE

MI

MWP

MIN

NORTHNORTHEASTNOT IN CONTRACTNUMBERNOMINALNATIONAL PIPE THREADNATIONAL PIPE TAPER (THREAD)NON-POTABLE WATERNON-RISING SYSTEMNOT TO SCALENORTHWESTNOT APPLICABLE

O2OCODODPOFOH

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PCPCMPEPGPIPLP

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OXYGENON CENTEROUTSIDE DIAMETEROPEN DRIP PROOFOUTSIDE FACEOVER HEAD

OPPOSITE

OUTSIDE SCREW AND YOKEOPERATION AND MAINTENANCE

OPTIONAL

POINT OF CURVEPERMANENT CONTROL MONUMENTPLAIN ENDPRESSURE GAGEPOINT OF INTERSECTIONPLATEPROPERTY LINE

POINT OF BEGINNINGPUSH-ON JOINT

POWER POLEPOUNDS PER DAYPARTS PER MILLIONPREFABRICATEDPROPOSED

PRESSURE REDUCING VALVE

POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOUNDS PER SQUARE INCH ABSOLUTEPOUNDS PER SQUARE INCH GAGEPOINT OF TANGENCYPLUG VALVEPOLYVINYL CHLORIDE

POWER

PPM

POTABLE WATERPAVEMENT

FLOWQUANTITY

RADIUSRETURN ACTIVATED SLUDGEREINFORCED CONCRETEREINFORCED CONCRETE BOXREINFORCED CONCRETE PIPEREINFORCED CONCRETE PIPE ARCHROADREDUCERREINFORCING STEELREFERENCEREINFORCE(D)(ING)(MENT)REMOVE(ABLE)REQUIREDRAISED FACE

ROOM

REVOLUTIONS PER MINUTERAILROADRIGHTRIVETEDREUSE WATER

RIGHT-OF-WAY

RVT

SOUTH

SANITARYSCHEDULE

STORM DRAINSOUTHEASTSECTION

SQUARE FOOT OR FEETSHEET(ED)(ING)SIGNALSIMILAR

SLEEVESHEET METALSOLUTIONSOIL PIPESPACE(ING)SPECIFICATIONSUPPORTSQUARESANITARY SEWER

STAINLESS STEELSTREETSTATIONSTANDARDSTAKESTEELSTRAIGHTSTRUCTURALSURFACESOLENOID VALVESERVICESOUTHWESTSIDEWATER DEPTH

SYMBOLSYMMETRICALSIDEWALK

SWD

SYM

TANGENTTOP OF BEAMTEMPORARY BENCH MARKTEST BORING-xx (e.g. TB-1)TRENCH DRAINTOTAL DYNAMIC HEADTOTALLY ENCLOSEDTOTALLY ENCLOSED FAN COOLEDTELEPHONETOTALLY ENCLOSED NON-VENTILATED

THICK(NESS)

TOP OF BANK

TOE OF SLOPE

TYPICALTOP AND BOTTOM

TELEPHONE POLE

TELEVISON

TOTAL

THD THREAD(ED)

UNDERDRAIN

UNDERGROUNDULTIMATEUNIONUNLESS OTHERWISE NOTEDUNDERGROUND TELEPHONE CABLE

UTILITY

VVACVARVCVCPVELVERTVFDVOL

WWWASWCOWFWHWLWMWPWPRWSWSPWTWTP

WWFWWMWWTPW/W/O

XFER

YDYHYR

VOLT(S)VACUUMVARIESVERTICAL CURVEVITRIFIED CLAY PIPEVELOCITYVERTICALVARIABLE FREQUENCY DRIVEVOLUME

WASTE ACTIVATED SLUDGEWALL CLEAN OUTWIDE FLANGEWALL HYDRANTWATER LINEWATER MAINWATER PROOF(ING)WORKING PRESSUREWATER SURFACEWELDED STEEL PIPEWEIGHTWATER TREATMENT PLANT

WELDED WIRE FABRICWELDED WIRE MESHWASTEWATER TREATMENT PLANTWITHWITHOUT

TRANSFER

YARD(S)YARD HYDRANTYEAR(S)

C

L

D

E

L

F

F/F FACE TO FACE

G

GATE VALVE

H

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J

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M

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P

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S

X

W

Y

T

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LIST OF STANDARD ABBREVIATIONS

ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION ABBREVIATED TERMABBREVIATION

PRW PROCESS WATER

PIPING LEGEND

REFERENCE SYMBOLS

CAP

GATE VALVE

PLUG VALVE

CHECK VALVE

PINCH VALVE

BUTTERFLY VALVE

CONCENTRIC

BEND

TEE

WYE

REDUCER

DOUBLE-LINEFITTING/ SINGLE-LINEAPPURTENANCE

BALL VALVE

(PLUGGED VALVE)PLUG

N/A N/A

N/A N/A

N/AN/A

N/A N/A

N/A N/A

N/AN/A

N/A N/A N/AN/A

AUTOMATICCONTROL VALVE

FL FLORIDE

REDUCED PRESSURE BACKFLOW PREVENTERRPBP

SAMPLESA

SLUDGESL

SWSH SURFACE WASH

TELEMETRYTLM

WASH WATER WW

DV DIAPHRAGM VALVE

RAW WASTEWATERRWW

RESTRAINED JOINTRJ

FLANGED

EXISTING PROPOSED PROPOSEDEXISTING EXISTING

MECHANICAL-JOINT

SINGLE-LINE

EXISTING PROPOSED PROPOSED

DOUBLE-LINE

EXISTING

GROOVE-JOINT

SINGLE-LINE

EXISTING PROPOSED PROPOSED

DOUBLE-LINE

EXISTING

SOLVENT-WELD

SINGLE-LINE

EXISTING PROPOSED PROPOSED

DOUBLE-LINE

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/AN/A

AS ALUM SOLUTION

CHLORINE CONTACT CHAMBERCCC

COMPRESSED AIRCA

CE CHLORINATED EFFLUENT

IR INTERNAL RECYCLE

LSS LIME STABILIZED SLUDGE

MV MOTORIZED VALVE

ML MIXED LIQUOR

OHW OVER HEAD WIRE

OFFICIAL RECORDSO.R.

POL POLYMER

TS THICKENED SLUDGE

SEFF SECONDARY EFFLUENT

SSE SUBSTANDARD EFFLUENT

MO MASONARY OPENING

DIRECTIONDIR

DESCRIPTINDESC

LENGTHLEN

MEG MATCH EXISTING GRADE

TOC TOP OF CURB

DR DRAIN

PNV PINCH VALVE

PROCESS AIRPA

HIGH PRESSURE AIRHPA

SCHEDULESC

PRV PRESSURE REDUCING VALVE

DETAIL TITLE

DETAIL REFERENCE

DENOTES SECTIONLETTER ID

SECTION TITLE

SECTION TAKEN FROMDENOTES DRAWING NO.

SECTION REFERENCE

TITLE

WHERE DETAILIS REFERENCED

DENOTES DRAWING NO.

TITLE

DENOTES DETAILNUMBER ID

DENOTES DETAIL NUMBER

WHERE DETAIL IS LOCATEDDENOTES DRAWING NO.

IDENTIFICATIONXX-XX

XX-XX

DETAIL XX-XXSCALE:

SECTION XX-XXSCALE:

GAS NATURAL GAS

UEC UNDERGROUND ELECTRIC CABLEUED UNDERGROUND ELECTRIC DUCT

UTD UNDERGROUND TELEPHONE DUCT

CAP

GATE VALVE

PLUG VALVE

CHECK VALVE

PINCH VALVE

BUTTERFLY VALVE

CONCENTRIC

BEND

TEE

WYE

REDUCER

FITTING/APPURTENANCE

BALL VALVE

(PLUGGED VALVE)PLUG

AUTOMATICCONTROL VALVE

EXISTING FIRE HYDRANT

EXISTING SPRINKLER HEAD

EXISTING WATER SPIGOT

PROPOSED FIRE HYDRANT

UTILITY SYMBOLS

EXISTING CLEAN OUT

DUPLEX PUMP STATION

PUMP STATION

PROPOSED CLEAN OUT

LIGHT POLE

EXTERIOR BUILDING LIGHTING

TRAFFIC POLE

FEATURES

SITE SYMBOLS

EXISTING INLET BASIN

PROPOSED INLET BASIN

SITE LEGEND

RR

FLAG

PM

P

SATELLITE DISH

GUY WIRE

SECTION CORNERSC

F

S SET MONUMENT (TYPE)

FOUND MONUMENT (TYPE)

UTILITY MARKER

EXISTING UTILITY METER

EXISTING UTILITY RISER

EXISTING UTILITY MANHOLE

EXISTING UTILITY VALVE

WELL

UTILITY POLE

PROPOSED UTILITY VALVE

PROPOSED UTILITY MANHOLE

CO

PROPOSED YARD DRAINYD

DENOTES DRAWING NO.WHERE SECTION IS LOCATED

DENOTES SECTIONLETTER IDENTIFICATION

EB ELECTRIC RISER

Jenn

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P.E

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DAT

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REMOVE EXISTING 2 1/2" 90° BENDAND INSTALL 2 1/2" TEE & TWO (2)BALL VALVES w/ VALVE BOXES

4M-501

4M-501

FIELD LOCATE EXISTINGCHLORINE SOLUTION LINE INTHIS AREA. INSTALL PROPOSED2 1/2" PIPING, TEE & BALL VALVEAND PIPE SUPPORTS

2M-501

SUPPORT PIPING ALONGEXISTING CONCRETE PAD

WITH UNISTRUT CLAMPS

INSTALL PROPOSED2 1/2" CHLORINEFEED LINE INEXISTING PIPETRENCH, SUPPORTPIPE WITH UNISTRUTCLAMPS ON EXISTINGFRAME OR INSTALLNEW PIPE BRACKET

3M-501

3M-501

5M-501

INSTALL LINK SEAL WALLPENETRATION SEAL INOUTER WALL AT EACH ENDOF EXSTING PIPE TRENCH

SEE NOTES 3 & 4, DWG G-001

ATTACH PIPING TO WALKWAY

ATTACH PIPING TO WALL

OPEN CUT & RESTORETO MATCH EXISTING

OPEN CUT ROADWAY &RESTORE TO MATCH EXISTING

DEFLECT AROUND MANHOLE AS NECESSARY

DEFLECT AROUND VALVEAS NECESSARY. (TYP. ALLUTILITY CROSSINGS)

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Bar Measures 1 inch

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Sheet

N

0

SCALE:

10' 20' 40'

1" = 20'

Jenn

ifer L

. Woo

dall,

P.E

.P

.E. N

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D/3

SOLUTION DIFFUSER ASSEMBLYSEE NOTE 1

NOTES:1. SOLUTION DIFFUSER ASSEMBLY SHALL INCLUDE THE SOLUTION TUBE,

NPT BRASS CORP STOP SIZED FOR PASSAGE OF THE SOLUTION TUBESHOWN SOLUTION TUBE ADAPTER, PACKING NUT, SST SAFETY CHAINAND RESTRAIN HOOK, AND BALL CHECK VALVE. SOLUTION DIFFUSERASSEMBLY SHALL BE RATED FOR MINIMUM 150 PSI ANDMANUFACTURED BY SAF-T-FLO, OR ENGINEER APPROVED EQUAL.

CHECK VALVE (TRUE-UNION)

1" 316 SST BLIND FLANGEw/THREADED

TAP FOR INJECTION ASSEMBLY

2 1/2" FLANGED OUTLET

VALVE BOX

1/2" DIFFUSER TUBE

Jenn

ifer L

. Woo

dall,

P.E

.P

.E. N

o. 5

5515

, FL

1060

0 C

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olet

Way

, Sui

te 3

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ster

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inee

ring

Bus

ines

s N

o. 2

429

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- M

ARQ

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, GE

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AIN

1

A

B

C

D

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F

2 3 4 5 6 7

Bar Measures 1 inch

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100% DRAWINGS

M-501

MEC

HA

NIC

AL

DE

TAIL

S&

SIT

E PH

OTO

S

Sheet

DETAIL 2-SCALE: NTS

DETAIL 1-SCALE: NTS

DETAIL 3-SCALE: NTS

SITE PHOTO

DETAIL 4-SCALE: NTS

3" MIN WALL TO WALLSEPARATION FOR PIPE < 4" DIA

6" MIN WALL TO WALLSEPARATION FOR PIPE > 4" DIA

AICKINSTRUT (OR EQUAL) LOADBEARING PIPE CLAMP (TYP)

AICKINSTRUT PART NO. 200-4219 (OREQUAL) STOP LOCK ASSEMBLY IFREQUIRED BASED ON MFRRECOMMENDATIONS (TYP)

5/8" 316 SSTEXPANSION ANCHOR,

COUNTERSUNK,FLATHEAD (TYP)

AICKINSTRUT PART NO.20P-1500 CHANNEL FRAMING(TYP), OR APPROVED EQUALCONCRETE WALL ORTRENCH

3" MIN CLEARANCE EACHEND (TYP)

1. SEE DRAWINGS FOR TYPE, SIZE, ANDQUANTITY OF SUPPORTED PIPES

2. ALL FRAMING AND PIPE SUPPORTMATERIALS SHALL BE EITHER FRP(INTERIOR ONLY) OR 316 SST(UNISTRUT OR EQUAL FOREXTERIOR).

PIPE SUPPORT - STACKED (SMALL DIAMETER)

SITE PHOTO SITE PHOTO DETAIL 5-SCALE: NTS

TAP YELLOWPIPELINE FOR

INJECTION

CARBONATIONBASIN

PIPE TRENCH

DEGASIFIER PAD

PENETRATION SEAL ASSEMBLYLINK-SEAL TYPE WALL

"A"

2

4

3

8

6

10

SIZEPIPE

2-1/2

SEE

TAB

LE

24

16

18

20

14

12

SIZEPIPE

6

12

10

14

4

4

5

6

15

13

17

7

7-1/2

9

DIASLEEVENOMINAL "A"

SEEPAGE RING

PASSING PIPE

BY MANUFACTURERPENETRATION SEAL ASSEMBLYPIPE SLEEVE FOR WALL

23-1/2

27-1/2

32

21

25

19

"A"

30

20

24

18

24

16

NOMINALSLEEVEDIA

NOTE: ALL DIMENSIONS AREGIVEN IN INCHES.

PENETRATION SEAL, LINK SEAL