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o o o o PLANS FOR THE CONSTRUCTION OF THE BATTLE CREEK, MICHIGAN THOMAS SOLVENTS RAYMOND ROAD REMEDIAL ACTION GROUNDWATER EXTRACTION SYSTEM For InfocmilionContact: AL AMOTH CH2M HILL 2300 N.W. Walnut Blvd. Corvallis, Oregon 97330 (503) 752-4271 AUGUST 1986 ISSUED FOR BID AUGUST 4, 1986

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Page 1: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

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PLANSFOR THE CONSTRUCTION OF THE

BATTLE CREEK, MICHIGANTHOMAS SOLVENTS

RAYMOND ROADREMEDIAL ACTION

GROUNDWATER EXTRACTIONSYSTEM

For Infocmilion Contact:AL AMOTHCH2M HILL2300 N.W. Walnut Blvd.Corvallis, Oregon 97330(503) 752-4271

AUGUST 1986 ISSUED FOR BIDAUGUST 4, 1986

Page 2: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

THOMAS SOLVENT RAYMOND ROAD FACILITYSYSTEM

BATTLE CREEK, MICHIGAN

INDEX TO DRAWINGS

IM«T MMWM

covm SMtn, INDEX TO DUMMM*. VKWITY MA».O-l OCHUMlUtUNDO-J mi-riAMAHDfQ-* ffM-PLAN AMD HtOFILIO-t WW-njW«(M tfM-n>NAM)f«4 IXTIUCTION «MU LOCATNMM - PLANO-i IMtMMCHTOUHI^PUWANOMCnONt<H OINCMM.NTWUAHOUCTIONtO-W MMnALatTAlUAHOIWCTIOM

AMD UCC MUMNO - H*H ANO

ANO MCC HHLDIHQ ~ ICCTIOM ANO

HtCIUMCM.IXTIMCTION WtLLJ - MCTIOMt AND DtTAUMOMTOMINa HIH.DIHO - FUN. UCTION1 ANO DCTML1MCCHMOCAI. OCTAU

OMI-UHf DUMMAH. MCC lUlDtPM - ILIVADAMDOCTAUMWIH KAN.»AHtL tCHIOULC AMO DCTAILIILKTAICAL MTAILI

tuil ••mt

EXTRACTION WEU FORCE MAIN fEFM) ROUTING

IM net it IM r^mrr OF CMU HU. AW 4i NOT •: it113 * MMU f* H *MT ran WT on** HH1.ICTI'-OUT n« umnH MmantATiON en CHM'-^L

"""""

OENCPWl.

COVER SHEET. INDEX TO DRAWINGS,VICINITY MAP AND EFM ROUTING

ISSUED FOR BIDAUGUST 4. 1«B6

Page 3: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

I . I . I .

GENERAL PIPING NOTES

1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATIONPOINTS.

2. SIZf OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TOADJACENT STRAIGHT HUN OF PIPE. UNLESS OTHERWISEINDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BETHE SAME AS SHOWN FOR ADJACENT STRAIGHT HUN OF PIPE.3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTSSHOWN IS ONLY APPROXIMATE. FMAL SUPPORT RESUMEMENTSSHALL BE DETERMINED IN THE FIELD AND APPROVED BY THEENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SMALLBE AS SPECIFIED.4. ALL JOINTS SHALL BE WATERTIGHT. STANDAHO WALL PIPEDETAIL SHALL BE USED WHEREVER PIPING PASSES FROM ASTRUCTURE TO BACKFILL.S. *LL IfXIBLE CONNECTORS OR FLANGED CCU"L!NG ADAPTERSBE PROVIDED WITH THRUST TIES. BLOCKS. OR ANCHORS. UNLESSOTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATEFCR TEST PRESSURES SPECIFIED.S. SYM80LS, LEGENDS. AND PIPE USE IDENT.FiCATIONS SHOWN

•HALL BE FOLLOWED THROUGHOUT THE PLAN*. WHEREVERAPPLICABLE. ALL OF THE VARIOUS PIPING ApPLICAT.ONSARE NOT NECESSARILY USED IN THE FRO.ECT,

7. NUMBER AND LOCATION OF UNIONS SHOW ON PLANS IS ONLYAPPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATECONVENIENT REMOVAL OF VALVES AND MECHANICAL ECUIPMENT.8. WHERE A GROOVED END COUPLING IS SHOW*. IT SHALL BE THEH!QIO JOINT TYPf. UNLESS OTHERWISE SPECIFIED. v*«RE A

FLANGED COLPLINQ ADAPTER IS SHOWN. A STANDARD FLANGESHALL BE USED TO JOIN THE COUPLING ADAPTER.

THRUST BLOCK NOTES AND DETAILSTHRUST BLOCK NOTES

1. KEEP CONCRETE CLEAR OF JOINT AND JO NT ACCESSORIES.I. CSrlCRETE THRfST BLOCKING SHALL BE POURED AGAINST

UffllSTUHBEO EARTH.3, HECUBED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE

AS INDICATED BELOW, ADJUSTED, f NECESSARY. TO CONFORMTO THE TEST PRESSUREIS) AND ALLOWABLE SON. BEARINGSTMSS OF UO LBS/SO FT.

4. THtUST BLOCK 'VOLUMES FOR VERTICAL SEI-.3S HAVING UPWARDRESULTANT THRUITS ARE BASED ON TEST PRESSURE OF MO PSIGA.-.3 THE 'WEIGHT OF CONCRETE • *OSO LBS/CJ YD. TO COMPUTEVCy-J*S FOR DIFFERENT TEST PRESSURES, -S£ THE FOLLOWINGECJAT10N: VOLUME • (TEST PRESS./W x (TABLE VALUE).

9. SEARING AREAS FOR HORIZONTAL BENO ~HRUET SLCCKS ARE»A£ED ON TEJT SRESSURE OF 1BO PSIG AND AN ALLOWABLE SOILi=>=t.r*3 STRESS 3F 2000 LSS/SO FT. TC COMPUTE SEARINGt-n-t "OR C:FB5flENT TEST PRESSURES A-C SOIL BIARINOS-=E!SES, USE THE FOLLOWING EOUATIC:.: SEARING AREA •'-EST PflE!SunE/«» « 12000/SOiL BEARING STRESSI XiTiBLE VALUE!.

«. ~-*i;3T K.OD'S *OR VERTICAL BENOS HA /if .9 DOWNWARDJti3*Vr*NT THRUSTS SHALL BE THE SAUe -S FOR HORIZONTALfie.' -Da.

7. SEARING Afl'EAS. VOLUMES. AND SPECIAL SLCCKING DETAILSE-O'.VN OH PLANS TAKE PRECEDENCE OVE* -mi STANDARDB. EE'fl Q AREA OF THRUST BLOCK SHALL 'iCT BE LESS THAN 1.0

». .ES-CAL 8E?.cs THAT RECUIRE A THRUST S_OCK .-SLUMS;:-;=5;:MG : saic YARDS REOJIRE SPEC.*, SLCCK:.S DETAILS.

THRUST BLOCK DETAIL

.aHj iL, (nJk ^n[3

TEE BEND T(f

PLANNTS

BEARING AREA OF THRUST BLOCKS IN SO. FT.(HORIZONTAL BE'iOS)

1 TEE. WYE. 10* BEND TEEFITTING PLUG. OR PLUGGED PLUGGED BCND ANGLE

A, A, or 22VS* itt*4 1.0 1.4 \» 1.4 i 1.01 2.1 3.0 4.3 3.0 1 1.C 1.0• 3.1 S.3 7.B S.4I S,t \A LOD «.S tt.O B.S B,tt M J.4 1.7

VOLUME OF THRUST BLOCKIN CUBIC YARDS

(VERTICAL BENDS)ciTTiun BEND ANGLE

SIZE *S"4 i.ia 2.7t 4.6

WATER PIPELINE PLAN AND PROFILE LEGENDNEW

^^^^——— PAVEMENT REPLACEMENT

- ——— ® ——— - TBENCH BACKFIU. CLASSIFICATION

•H2--AC-TffQ>- SIZE. TYPE. AND CLASS OF PIPE

——— fW ——— EXTRACTION WELL PIPING

——— CFM ——— EXTRACTION WELL FORCE MAW

EXISTING—— rot W —— WATERLINE WITH SIZE AK> TYPE

———— « ———— VALVE

———— " ———— FIRE HYDRANT

—— a-3— O —— SANITARY SEWER WITH MANHOLE

——— «'P3 ——— PRESSURE SEWER

— CW33-O —— STORM SEWER WITH CATCH BASIN AfO MANIPLE

——— 2-Q ——— a AS PIPELINE

—— IZ'HPQ —— .HGH PRESSURE GAS P-»EUNE

——— 30"» ——— WATER PIPELINE

~-*— •— M— x— *— FENCE L NE

O UTILITY POLE

^_ UTILITY POLE WITH Gi,Y ANCHOR

GE^EflAL—— -- —— EASEMENT u(«, PROPERTY LNE AND/SB

RIGHT-OF-WAY

$$£$$$?% STRUCTURE TO BE De'/CL-SHED

1 1

PIPE AND FITTING SYMBOLSDOUBLE LINE SINGLE LINE

H.r-ffn •

1. ONLY FLANGED EtLINE FITTINGS.SHOVM SIMILARLYSEE PILING SPEC

2. SYMBOLS SHOWNONLY. REFER TCCONNECTIONS FW

3. EXISTING PIPINGSCREENED AND •$AUD EQUIPMENTNEW fj

-

MUM W PBCUAWITSTH4 :9MI4Mt HID T>« iMAl »*<0 Limp4 ItCOH-fOfjifn xVWh. Jit Ah naffUMCttT ; r •4OC1IIOHM.il*. n.*n<*MW*n>a>e>«i>Nii»«<iHDrTi)iiUU: S Wfifcl OB H M*1 WH »** OThflH NWJCCT

V > '

—— A —— EX STING PIPE

—— ». —— NEW PIPE

FUSED JOINT

FLANGED JOINT

1 —— ELBOW UP

• ELBOW DOWN

—— «94 —— TEE UP

—— Hj, —— TEE 00«N

— a--,- —— LATERAL UP

ft LATERAL DOWN

___>- —— CONCENTRIC REDUCER

^_|, ___ UNION

., ______ CAP

—————— t ELBOW. » DEGREE

i TEE

__ir_* ELBOW, 4S DEGREE

* CONNECTIONS ARE SHOWN HERE FOR DOUBLEITTINGS WITH OTHER END PATTERNS AREON THE CONSTRUCTION DRAWMGS. ALSO

FICATIONS.HERE FOR SINGLE LINE FITTINGS ARE GENERIC

PIPINO SPECIFICATIONS FOR SPECIFIC END1 SINGLE LINE PIPE AND FITTINGS.AND EQUIPMENT IS SHOWN LIGHT-LINED AND/ORNOTED AS EXISTING. NEW PIPINGs SHOWN HEAVY-LINED.

(ISTINg— >3 —— GATE VALVE

CATHOOIC PROTECTION TEST STA

CATHC3IC PROTECTION ANODE

MISCELLANEOUS PIPING SYMBOL?S> GAUOE WITH COCK

^/PS^ TYPICAL INSTRUMENT SYMBOL/H.3H-1 USK "*c LEGENDI

VALVE SYMBOLS

—— A —— WE-BALL—— *i —— - avira CHECK^— —— { HOSE VALVE (HV- X) Ofl IV-XI

a AIR AW/OR XCUUM RELEASE

VALVE DESIGNATIONSMANUAL VALVES AND CHECK VALVES

SIZE OF VALVE —— f~¥~

VALVE DESIGNATION -> 1

VALVE TYPE. SEE ———— 'SPECIFICATIONS

BUILDING SERVICES SYMBOLS—— =Z —— HOSE RACK ITYPE AS INDICATED!

————— Q EYEWASH

MS6"" HUB EXTINGUISHERT X • NO. IN SPECS

A FLOOR DRAINw X - NO. IN SPECSY - T WITH TRAPY - P WITH PRIMED TRAP

GENERAL NOTE & ABBREVIATIONS1. ROW STREAVI IDENTIFICATION IS A STANDARD LEGEND.

THEREFORE, NOT ALL OF THE INFORMATION 5HCAN MAYBE USED ON THIS PROJECT.

MH MANHOLE SS STORM iE.VEflSI. Si SPARE EXTRACTION S SANITAH' SEWE-1

WELL PIPE! HPG HIGH PRESSURE GASEW EXTRACTION WELL O GASOH DRAIN CAB. COMBIN-':ON -IHEFM EXTRACT. CM WELL FORCE MAIN VACUUM =ELHAS=

VALVE

PIPING SCHEDULEHYDROSTATC TEST

PRESSURE AND SPECF'CATlONSERVICE LEGEND TYPE iPS G-X] £'2E NUvaSHISI INSTALLATION

=w DISCHARGE EW no \f woe ---a BURIEDtfU DISCHARGE EW no 1'7 ttX-CS INSIDE EXPOSED * UNDERE'« DISCHARGE IN '.-(E - EW 100 Ji' BOO'I ALL APPl.:CATONSCITY 'WATER W no li1 «OCV2 BURIEDtXTflAC'.ON FORCE MAIN EFM WO t~i~ WK'-'S BURIEDMANHOLE DRAIN OR 6.! H1 ««'-'» ALL APPLlCAT^NSPRODUCT fiECOVEBY *W-*> PH I! If asC'-ui INSIDE EXPC£;DJENT V S.£ f*' IK-C'-OS ItiSIDE EXPCIzD-vOSE /ALVE. EYEV.AS-t — no -.: SK>CS NSiOE EXPCiSO

MfliSCriAINCHCfi THOMAS tOLVINT GENCRAL5WJfctjJWJ.ll RAYMOND WAD FACILITY GENEHAL LEGEND

JHOTt-J J01&1 MHfDULBmiACnOHWCLL>Y*TtM™« imp, uuai IATTLI cneiN. MMXHMW

SLAB

r*r 7 —

^O ••,•3020-1^

ISSUED FOR BID^ / AUGUST 4. 1986

Page 4: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

*/./ scode of v^__ —————— — — _£AMej».r \

_^ -~*^—-*ov- i __________ i TTc

tmurtca AMin AWKMV

•MA1.I. OCTEHMIMt. fHC. EXACT

&?**:'at; Jnuni OF cocu;,ii:iT3

- • OCNERALEFM - PLAN AND PROFILE

ISSUED FOR BIDAUGUST 4. 19B6

Page 5: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

TMOTS:•ce_ "ore* on OMMWNO Q-:

Jl:r3E232O

•• ^ AfJOTH

.-.I'M:.i : jmt-m «jrHD>i:OWM___________

QINffULEFM - PLAN AND PROFILE

ISSUED FOR BIDAUGUST 4. I960

Page 6: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

«'*nrr firm /M&O*torso- cone sj&ut3, ****!N Jg^LStSBa/* fSt Atftx

n*F 4V3KWJ7EMW JOME*«»-«. jo- asvc

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OeNGAALEFM - PLAN AND PROFILE

0»t« iijo ,tlt

ISSUED FOR BIDAUGUST 4. 19M

Page 7: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for
Page 8: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

TfWfJCH CfrSTAJUttJO,

CGHT*.IMfH<jfxrn*cTKw WCLL. nxce MAW

0M0CMAWO UK>—— mxiKr-or-wr OR **opf.frr UHC.

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HOTH:1. VALUE! INOICiTI TI'IL VOLATILE

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COOlNJ> C'tt -OQENEPAU

EXTRACTION WE'.L LOCATIONS— PLAN

ISSUED FOR BIDAUGUST 4. 1986

Page 9: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

MAM HOLE G> - PLAN.

5ENE-ALEFM TRENCH TO MH 6 -

PLAN AND SiCTIONS

ISSUED FOR BIDAUGUST 4,1986

Page 10: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

OTHDfm-c**»«y» «*«

„ _ . —— >t,rtCXJMO CA^flf£4 Pt&K.

MANHOLE 1C DETAIL f&\

COMBINATION AIR RELEASE~ ASSEMBLY

2 *ti-0*V

otoTuxa&o GBOUMO

TRENCI-t SURFACING, AMDBACKFILL ABOVE THEPIPE. ZOU£

AS SPS±

TYPICAL TRENCH

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QENEF-ALGENERAL DETAILS AND SECTIONS

Mil *UQ'9!1

ISSUED FOR BIOAUGUST 4,1986

Page 11: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

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QENEFALGENERAL DETAILS AND SECTIONS

ISSUED FOR BIDAUGUST 4.1986

Page 12: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

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STRUCTURALMONITORING AND MCC BUILDING —

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ISSUED FOR BIOAUGUST 4. ISBfl

Page 13: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

CORNER ANO INTERSECTIONREINFORCING NOTES:1. TYPICAL HORIZONTAL WALL REINFORCING LAYOUT IS SHOW*

TO AVOC CONtESTION AND PERMIT PROPER PLACEMENT. FORSIZE AND SPACING SEE PLANS. UNLESS OTHERWISE SHOWN,ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONSSHALL BE FABRICATED AND PLACED WITH SPLICES SHOWN ONTHIS DESIGN DETAIL.

1. WHERE THE CORNER OR INTERSECTION REINFORCING SIZE ANDSPACING IS NOT SHOWN. NOTED OR TA8U>TED ON THE PLANS,THE SIZE ANO SPACING SHALL BE THE SAME A3 THE *ALLHORIZONTAL REINFORCING SHOWN ON Tr= WALL SECTIONS ORAS NOTED FOR THE REINFORCING BETWEs.1 THE CORNERS ORINTERSECTIONS. '

3. EXCEPT WHERE OTHERWISE SHOWN ON Tri DRAWINGS, THELENGTH INDICATED AS •NOTE T SHALL K THE LESSER OF 0/4.B FEET. OR 1.0 TIMES THE HEIGHT OF THE WALL, EXCEPTTHAT IN NO CASE SHALL IT BE LESS THAN 2.0 FEET.

4. 0 • LENGTH OF WALL PARALLEL TO THE 3AR LENGTH INQUESTION.

GENERAL STRUCTURAL NOTESREINFORCING DETAILS

/. REFER TO WALL CORNEA AND WALL INTERSECTION REINFORCINGDETAL. IN GENERAL. THE WALL CORNER REINFORCING SIZESAND SPACMG3 SHALL BE CALLED OUT ON THE PLANS ANOREFERENCED TO THESE DETAILS AMD T>£ TYPICAL HORIZONTALWALL REINFORCINO SHALL LAP WITH THE HORIZONTAL REINFORCING.

Z ALL BENDS. UNLESS OTHERWISE SHOWN, SHALL BE A BO DEGREESTANDARD HOOK A3 OEFMED IN LATEST EDITION OF AC! 318.

3. UNLESS OTHERWISE NOTED, ALL WALL REINFORCEMENT BARS SHALLBE CONTINUOUS AROUND CORNERS AND THROUGH COLUMNS ORPILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTINGWALLS AND LAPPED ON THE CPPOSITE FACE OF THE CONNECTINGWALLS. AS INDICATED EUfWrCflE ON THIS SHEET. VERTICALWALL BAflS SHALL K LAPPED WITH DOWELS FROM BASE SLABSAND EXTENDED INTO THE TOP FACE OF ROOF SLABS ANO LAPPEDWITH TOP SLAB REINFORCEMENT. UNLESS INDICATED OTHERWISE.CONTRACTOR MAT SPLICE CONTINUOUS SLAB OR LONGITUDINALBEAM BARS AT LOCATIONS CF HIS CHOOSING. EXCEPT THATTOP 9AR SPLICES SHALL BE .OCATED AT MlOSPAN AND BOTTOMBAR SPLICES SHALL BE LOCATES AT SUPPORTS. ALL REINFORCEMENTBENDS AND LAPS. UNLES3 OTHERWISE NOTED. SHALL SATISFY THEFOLLOW ING MINIMUM REQUIREMENT:

DETAIL OF REINFORCEMENT - LAP LENGTHS

HOf>tZaeiNfoacinaaerw CORNEASAS SHOWN ON PLANVI£WS AND/OR IfALLSSCT/CN1 LAP WITHCCHN6J* Cfl INTERSECTION

TYPICAL SINGLE MATCORNER ANDINTERSECTION REINFORCING

HM HOOP/ ~-AREA OP BAAS EQUAL'DM OF OPN<S -8-, BAND 'A' 0AA3 CUTIN E> LWEfl OF NOTES;fi££rit<TL3n&* '• rvPICAL FOB ALL OPENINGS IN CONCRETE WALLSLMW ' nivt • ffiO j^jj IM£a iNOH~tftD OTHERWISE ON PLANS.

2. 00 NOT WELD flEINFOHCEMENr TO PIPE- -- -- ANO (N3EHTS.

IAR SIZECCHC DESIGNSTRENGTH

!TOP BAH*1

I OTHER 5*R^ ^iTOP BAH*

M OR SMALLER

M DIA. U1N f-6-u DIA. MIN r-cr!• OIA, MIN X-V

(OTHER 9ARI38 DIA, WIN r-S"

OPENING REINFORCINGTIP BAflS SHALL Be OES'.E3 A3 ANY •WfllZONT^L BARSPLACED SUCH "riAT MOSE ~-*AN O" CK F^ESH CONCRETE iSCAST IN THE VJWBER BE-7'.v THE B*H. .N ANY S:r:GLE POUR.ttCSIZONTAL .•.*!_ BAfiS iSE CO\SICE=Ea TOP gifls.

THi C001»»rT,MNH .tf nt MOfMTT 0* CMH "U UOII NOT to M

STRUCT-JRAL

MONITORING ANO MCC BUILDING —SECTIONS AND DETAILS

ISSUED FOR BIDAUGUST 4,19B6

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PRODUCT RECOVERY WELL

TYPICALEXTRACTION

EXTRACTION WELL &.PRODUCT RECOVERY WELL

iw^y **?* ,.*.«•— IS" ••>UlOH IT tr»

TM» :OC-MIT. WO tM IOUI 1ND CUHIN* 4NCOI-

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IMllOnlHOXMonjoiw. muHNO.K HOT Or« KO< ON

rHOMM MLVIMT•HHOND BOAO FACILITY

MMtDIW. UTIUCnOM WfLL (TtTtM2ATTLI CRHK. MKHMWM

MECHANICALEXTRACTION WELLS -

SECTIONS AND DETAILS

Ixlll 11

Sf WM1J01'

1 ISSUED FOR BIDAUGUST 4, 1966

Page 15: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

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MECHANICAL.

MONITORING BUILDING -PLAN, SECTIONS AND DETAILS

ISSUED FOR BIDAUGUST 4. 1986

Page 16: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

GfiiNNfU. fiG. M9CM f££ t MASONFK3. 2SB C.' PIPESTANCHION SADDLE

fJOTSfi. rAervcsrre. rrK>***

Pt-ATE. Af*IO CHTIRE. UHIT SHALL

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EXTRACTIONINSTALLATION DETAIL f I TYPE. 'A' ADMITTANCE

LEVEL. ELEMENTINSTALLATION DETAIL rf%\

WALL BRACKET OETAIL/15PIPE. HANGER D£JAILf&\

MANHOLE FRAME AND COVER

PRESSURE GAUGE DETAIL rr\fJTS - fJ-2

DRAIN PENETRATION TYPE'S' ADMITTANCELEVEL ELEMET

Tt

FLOOR SLEEVE INTERIOR HOSE VALVEDETAILEXTRACTION

ISSUED FOR BIDJUNE 5, 1986

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FUHHI9HCO OY I

THAT ie tfJCl^UtXO WITHPHocxjcr neAovfRrPWWP-.

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KfiarrfjQ trmiFPfR

PUMP ANDCOMPRESSOR SYMBOLS

INSTRUMENT IDENTIFICATIONEXAMPLE SYMBOLS

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SUCCEEDIHO OTTERS

Tht TOT*L :i>*Efl Of UNIT! PEB SET(Y VARIES FSOU 1 TO Al

1>e TOTAt -l>«eB Of SETS Of I.N1TStZ VAfllgS FBC" 1 TO Bl

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LOOP MME4

LWIT PBOCEIS

FIELD MOLNTEJ

SUBMERSIBLE SUMP PUMP

ABBREVIATIONS ANDLETTER SYMBOLS

FITF5LFQIFAL

LITLSLOO

FLC* ELElJtNTFLO'* INDICATING TRANSMITTERFLCW SWITCH LOWFLO'* TOTiL.2E-fFLC* ALARM LOWHAN3 SWITCHELAFiED TIK« '.CTERLF'/E- ALARM LOWLF.E. ajEMENTUT/EL irCICATiNQ TRAMSMirrEHLF>E_ SWITCH LOW

ove=R.owPREiSLRE lfC:CATORIfCICATlNQ LIGHTSTCP- START

SELF CONTAINED VALVE &EQUIPMENT TAG NUMBERS

MOTOfl CONTflOL CEMTEB MCXNTHi IN3TF»«NT

MISCELLANEOUS SYMBOLS0 ELECTRIC MOTCS

UtJ • AIR BELEASE VALVEAVHV • *IR Aid /ACLLM RELEASE VALVE

E • rXCTOafCV -SLOW CS^ROL VALVE

Q -OiTELCV ' LEVS. CC ITTIOL VALVE

M • **OW«CAL EOUIPheNTP -PUT*

PCV • "BESSLRE COWBOU VALVEPSE -*JPTLRE DISKPSV -PFE9SUFE RELIEF VALVE

T -TAf«TCV • TEW -IATLBE CONTF1OL VALVE

-UNIT PROCESS .-Oi«EH

LINE LEGENDWCCESS (CLCJSE CT3I*3UIT.

i C' EJ Llf* .'OICATE3A1.~»NATE FLC« ITREAMI

I/I runa/

GENERAL NOTES

COMPOI 'ITS AND P^-£-S SHOV/N WITH A DOUBLE ASTEHISK[..|AHE "C BE PHOV.;=D AS PART OF A PACKAGE SYSTEM

THIS S A STANOAfl- -=00-0 -*-EREFOP£.THIS l.-fCSMATION v^.' EE JEEI ON THI5

UlJ" 'f j Jf IPiaENTHETlCAL .11«Efl

rt~ CAfES 7V€ 'U«eRSIW-ALS flt EJENTEDI

- - - — — r*xI Llhl

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VIID W "KMMTHOI/f THt HIHTTJI

INSTRUMENTATION AND CONTROLSPIPING AND 1NSTRUMENTAION DIAGRAM

ISSUED FOR BIOAUGUST 4, 1986

Page 18: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

1 , 1 , 1 . 1

A CONNECTION POINT TO EQUIPMENT SPECIFIED.FURNISHED AM) INSTALLED UNDER OTHER SECTIONS.RACEWAY. CONDUCTOR AM) CONNECTION IN THISSECTION.

I?-*] INDICATES RACEWAYS AND CIRCUIT NUMBERS. FIRSTOr NUMBER IS RACEWAY AND NUMBER AFTER DASH IS

B-H3D CIRCUIT NUMBER. S-ElS INDICATES THAT THEREARE 3 EMPTY RACEWAY NO.S. SEE SCHEDULE.

F=q MAJOR ELECTRICAL COMPONENT OR DEVICE • NAMElEFA OH IDENTIFYING SYMBOL AS SHOWN.

t H BRANCH CIRCUIT PANEL BOARD

«-Qliil UNIT HEATER NO.! SEE SCHEDULE

=• TTC TELEPHONE TERMINAL CABINET

t-^-> TERMINAL JUNCTION BOX

HoS WOUND-ROTOR MOTOR. HORSEPOWER INDICATED

© MOTOR. SQUIRREL CAGE INDUCTION - HORSEPOWERINDICATED

0 LUUINAIR£ - SEE SCHEDULE

~_Cp. | LUMINAIRE - SEE SCHEDULE

(3)4 LUMINAIRE AND POLE - SEE SCHEDULE

(?)-( WALL MOUNTED LUMINAIRE - SEE SCHEDULE

0—— FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN

6 EXIT LIGHTS - SEE SCHEDULE

S.ornm SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE*-5, INDICATES SWITCHING. SUBSCH PT NUMBER

* AT LUMINAIRE INDICATES CIRCUIT IN PANEL6OAHD.

—— —LA-2 HOME RUN - DESTINATION SHOWN

—— <*-#*$- EXPOSED CONDUIT AND CONDUCTORS*

—— ar-l/f-ft- CONCEALED CONDUIT AND CONDUCTORS*

l> ALL UNMARKED CONDUIT RUNS CONSIST OFTWO NO. O CONDUCTORS IN CONDUIT. RUNSMARKED WITH CHOSSHATCHES INDICATENUMBER OF NO. 12 CONDUCTORS. CHOSSHATCHWITH SUBSCRIPT -Q' INDICATES OREENGROUND WIRE. SIZE CONDU T ACCORDING TOSPECIFICATIONS fHO APPLICABLE COOE.

——— if ——— CnOSSHATCHES WITH BAH INDICATE »*> CONOUCTOfl.SIZE CONDUIT ACCORDING TO SPECIFICATIONSAND APPLICABLE COOE.

——————— 3 CONDUIT DOWN

——————— 0 CONDUIT UP

——————— a CONDUIT, STUBBED AND CAPPED AS SHOWN

——— C ——— CABLE TRAY - SEE SPECIFICATIONS

——— B ——— BUS DUCT - SEE SPECIFICATIONS

——— P ——— TRENCHING FOR UTILITY COMPANY PRIMARY POWER CUT

——— T ——— TRENCHING FOR TELEPHONE COMPANY CIRCUITS

——— CE ——— CONCRETE ENCASED COMXJIT

S WALL SWITCH; !- DOUSLf POUT P- HLOT LH3HT3- TWEE WAY K- KEY CPERATED4- KM WAY D- 0»*€flW-'«*TH3WWOF CRE-CWWCSION RESISTANT

SM MANUAL MOTOR STARTER SWITCH

CU^H -""•.., ,,^v***f

0^^U •* H PC*CHl+MBIlli i-<MBIB D « | o*

ELECTRICAL LEGEND« CONVENIENCE RECEPTACLE- DUPLEX UNLESS SPECIFIED^ OTHERWISE WP-weATHWHOOf C- CLOCK WW0T

TL- TWIST bOOX CRE-COmOMN KSUTMT

« CONVENIENCE RECEPTACLE, PEDESTAL. DUPLEXSINGLE FACE UNLESS INDICATED OTHERWISE

30« RECEPTACLE - MOV.. 1#. AMPERAGE INDICATED

30 O RECEPTACLE. SPECIAL PURPOSE - AMPERAGE AS KJICATED

[•jj DUPLEX CONVENIENCE RECEPTACLE - FLUSH M FLOOR

99$ MULTI OUTLET ASSEMBLY

<tj- WALL CLOCK WITH aOCK HANGER CONVENIENCE RECEPTACLE

gj TELEPHONE RECEPTACLE [OUTLET BOX ONLY) FLUtt M FLOOR

M TELEPHONE RECEPTACLE 1OUTLET BOX ONLY)

O or R OENEflAL CONTROL OR WIRING DEVICE. NEMA 1v "-1 ENCLOSURE UNLESS INDICATED OTHERWISE. LETTERSYMBOLS OR ABBREVIATIONS INDICATE TYPE OF DEVICE.

fS PUSH-BUTTON STATION. NEMA 1 ENCLOSURE UNLESSra INDICATED OTHERWISE. <WP • NEMA 4 ENCLOSURE! SEE

CONTflCL DIAGRAMS FOR TYPE PUSH BUTTON REQUMEO.

30 H NONPUSED DISCONNECT SWITCH. SIZE INDICATED,1-1 3 POLE UNLESS INDICATED OTHERWISE. NEMA 1ENCLOSURE. WP • WEATHERPROOF NEMA XII

toitcCrf FUSED DISCONNECT SWITCH. SIZE ««ICATED^™ (60/40, « • SWITCH HATING: 40 • FUSE RATMOI

3 POLE UNLESS INDICATED OTHERWISE. NEMA 1ENCLOSURE. WP • WEATHERPROOF (NEMA 3H)

2 0 CONTACTOR. MAGNETIC. NEMA SIZE INDICATED. NEMA 1u ENCLOSURE. UNLESS INDICATED OTHERWISE.

anfn LIGHTING CONTACTOR. CURRENT RATING INDICATED.-™1" NEMA 1 ENCLOSURE UNLESS INDICATED OTHERWISE.

SEE CONTROL DIAGRAM FOR NUMBER OF POLE).

2 H STARTER MAGNETIC NEMA SIZE IM)ICATED. NEMA 1101 ENCLOSURE UNLESS INDICATED OTHERWISE.SEE CONTROL DIAGRAM.

2 igl COMBINATION IFUSE OR CIRCUIT BREAKER ASPNOICATKM™ MAGNETIC STARTER. NEMA SIZE INDICATED.

NEMA 1 ENCLOSURE UNLESS INO GATED OTHERWISE.SEE CONTROL DIAGRAM.

£5l METERlNa FACILITIES

S MULTI-PARTY DESK TOP COMMUNICATIONS SYSTEMSTATION WITH REMOTE AMPLIFIER

3 MULTI-PARTY WALL MOUNTED COMMUNICATION* SYSTEMW STATION WITH INTEGRAL AMPLIFIER

0 CONE TYPE PAGING SPEAKER. CEILING MOUNTED

§ INTERIOR PAGING TRUMPET SOUND REPRODUCER, Wx W WITH REMOTE AMPLIFIER. SURFACE MOUNTED.

S OUTOOCfl PAGING TRUMPET SOUND REPRODUCER. BO"X W WITH REMOTE AMPLIFIER. SURFACE MOUNTED.

(3 TERMINAL CABINET FOR COMMUNICATIONS SYSTEM

[7] FIRE ALARM STATION. MANUAL

[uj FIRE ALARM STATION. AUTOMATIC. HEAT DETECTOR

C(£J FIRE ALARM BELL

pQ FIRE ALARM HORN

0 FIRE ALARM IONIZATION DETECTOR

[[] AIR DUCT IONIZATION DETECTOR

MUHOIM« ntxvtmit wo•OUAIIB nBWW *I*it met «mi HatttOHO. « "Wll OH 1

>. IIVIJIOH It WHO •OflHW

——— HI ———— CONTACT - NORMALLY OPEN WITH NEMA SIZE' INDICATED AS APPLICABLE

——— -4* ———— CONTACT - NORMALLY CLOSED WITH NEMA SIZE' INDICATED AS APPLICABLE

———— 00 ——— OVERLOAD RELAY HEATER

- —— M — O? —— MAGNETIC STARTER WITH NEMA SIZE INDICATEDf

———— O ———— CIRCUIT BREAKER. MAGNETIC TRIP ONLY. FRAMEIOO/M S!ZE SHOWN. 3 POLE UNLESS INDICATED OTHERWISE.

———— Q ——— CIRCUIT BHCAKER. THERMAL MAGNETIC THIP SHOWN.*» 3 POLE UNLESS INDICATED OTHERWISE.

—O ——— (CD- CIRCUIT BREAKER WITH CURRENT LIMITING FUSES.400 «X) TRIP AND FUSE RATING INDICATED. 1 POLE UNLESS

INDICATED OTHERWISE.

— r\ ——— S3- FUSED SWITCH. SWITCH AW) FUSE CURRENT RATING400 £25 INDICATED. 3 POLE UNLESS INDICATED OTHERWISE.

- ——— V- ————— SWITCH • CURRENT RATING INDICATED. 3 POLE100 UNLESS IM)ICATED OTHERWISE.

—— (H°— » —— DRAWOUT AIR CIRCUIT BREAKER. LOW VOLTAGE

— «h-Q-» —— ORAWOUT AIR CIRCUIT BREAKER. MEDIUM VOLTAGE

. \-p-n n OHAWOUT FUSED SWITCH. MEDIUM VOLTAGE

———— • • —— jli LIGHTNNQ ARRESTER

———— |t"!0 CAPACITOR - KVAR INDICATED

—— D— (v) METER WITH SWITCH - SCALE RANGE SHOWNW «ooc

* > GROUND

«-"~w „ U^LAJ TRANSFORMER. SECOMOARY VOLTAGES. PHASE ANDrvv^-i •" fi-rv^ RATING INDICATED AS APPLICABLE

I9CV ' ''*" 120/24W

IS HVA1 PH

T Gntl.5* PICK"IJP S6TTINQ \ GROUND FAULTjt 'SS'O-I TIME CURRENT CHARACTERISTIC j BELAY WITH C.T.

——— 0 0 ——— PUSH-BUTTON SWITCH. MOMENTARY CONTACT,NORMALLY OPEN

———— dlo ———— PUSH-BUTTON SWITCH. MOMENTARY CONTACT,NORMALLY CLOSED

—— tfTZi —— ; ——— PUSH BUTTON SWITCH. MAINTAINED CONTACTS WITHk _U MECHANICAL INTERLOCKV4

(*— • — 3 POSITION SELECTOR SWITCH MAINTAINED CONTACT

____ ||TPfl^C TIME DELAY RELAY CONTACT (TIME ACTION 1KJICATEOI

•' °ri(riB?11 ro— • —— 1| —— « — REMOTE DEVICE

O SELECTOR SWITCH - MAINTAINED CONTACT - CHARTHjA IOENTFIES OPERATION:0'° pnciTirirj

Z_^ CKT. HAND . <-.ff IAUTC

i i (J 1 5 ' 1 ° - O**" CONTAt 1

rt" CURRENT TRANSFORMER, NUMBER INDICATEDX(3J

m INDICATING LIGHT. PUSH-TO-TEST. LETTERJCX INDICATES COLCR

S INDICATING LIQHT - LETTER NO1CATES COLORA - AMBER O - GREENB - BLUE R - REDC - CLEAR W - WHITE

1 .

ABBREVI/A AMMETER, AMPEREAF AMPERE FRAMEAFF ABOVE FINISHED FLOORAS AMMETER SWITCH.AMPERE SENSORASU Alfi SUPPLY UNITATC AUTOMATIC THROWOVER

CONTROLATS AUTOMATIC TRANSFER

SWITCH

BC BARE COPPER

C CONDUIT. CONTACTORC8 CIRCUIT BREAKERCC CONTROL CABLECKT CIRCUITCPT CONTROL POWER

TRANSFORMERCR CONTROL RELAYCRS COATED HiaU STUL

CONDUITCT CURRENT TRANSFORMER

DC DIRECT CURRENT)IV DIVISION

E EMPTYEF EXHAUSTETM ELAPSED TIME METEREXST EXISTING

FOR FEEDERF, FU FUSEFl FLOW IWICATORFLH FLOORFLUOR FLUORESCENTFM FLOW METERFS FLOAT SWITCHFT FLOW TRANSMITTER

Q GREEN. GROUNDGALV GALVANIZEDOF! GROUND FAULT

INTERRUPTERQFR GROUND FAULT RELAYGNO GROUND

H HIGH SPEEDHH HANOHOLEHID HIGH INTENSITY

DISCHARGEMPS HIGH PRESSURE SODIUMHVAC HEATING. VENTILATING

1 AIR CONUI riONINQ

1C INTERRUPTING CAPACITYI 1 C INSTRUMENTATION AND

CONTROLINCAND INCANDESCENTINST INSTANTANEOUS

J. J-BOX JUNCTION BOX

K KEY INTERLOCK

L LIGHTING CONTACTOR.LOW SPEED

LA LIGHTNING ARRESTERLS LIMIT SWITCHLT FLEX LIQUID TIGHT FLEX

CONDUIT

^T IONSM MAGNETIC CQNTACTOH

COILMCC MOTOR CONTROL CENTERMDC MOTORIZED DAMPER

CONTROLMERC MERCURY VAPORMH MANHOLEMMP MECHANICAL MOUNTING

PANELMO MOTOR OPERA TEHMS MOTOR 5TARTEHMT. MTD MOUNT, MOUNTED

N NEUTRALNA NON- AUTOMAT 1CHC NORMALLY CLOSEDNEMA NATIONAL ELECTRIC

MANUFACTURERSASSOCIATION

NO NORMALLY OPENNP NAMEPLATE

OL OVERLOAD RELAY

PB PULL BOXPC PHOTOCELLPNL PANELPS PRESSURE SWITCHPT POTENTIAL TRANSFORMERPVC POLYVINYL CHLORIDE

CONDUIT

H REDRECEPT RECEPTACLERM REMOTE MULTIPLEXERRMS ROOT MEAN SQUARERS RIGID STEEL CONDUITRT REMOTE TELEMETRY

SC SPEED CONTROLSH SPACE HEATERS/N SOLID NEUTRALSPD SPEEDSST STAINLESS STEELSV SOLENOID VALVESW SWITCHSYM SYMMETRICAL

T THERMOSTATTB TERMINAL BOARDTO TEMPERATURE DETECTOR

RELAYTOH TIME DELAY RELAYTJB TERMINAL JUNCTION BOXTSP TWISTED SHEILDED PAIRTYP TYPICAL

UH UNIT HEATERUVH UNDER VOLTAGE RELAY

V VOLTMETER. VOLTVS VOLTMETER SWITCH

W WATTWHO WATTHOUH DEMAND

METERWP WEATHERPROOF

XFMR TRANSFORMER

NOTE:THIS IS A STANDARD LEGEhO SHEET.SOME SYMBOLS OR ABBREVIATIONSMAY APPEAR ON THIS SHEET ANDNOT ON THE PLANS.

tNI .DL.1 »0 DIUCNI IHCOI- WKSOCINCHON THOMAS SOLVENT ELECTRICAl

W55SRIl™J?iISSl|'Stl C?££^££^ RA.MONOROAO FACILITY LEGEND'i lLS.™0 ? — f ' '"*' °™ *** ™ "IMED1U. HT*ACTIO» WCU. IYITIH«.iH»«AiK»ofCHiM-M.L i»aa«T.*OAai BATTLE WEEK. HKXKUN

SMCSlfTSKvfiLt

IHIIT ir

^ e-'M'« iUtSUSB

^y" weunn

ISSUED FOR BIDAUGUST 4,1986

Page 19: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

I

C^-iiojoute r —_rs.-=. =.'s»-

DETAIL

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BATTLE CHEEK MICHIGAN

Et-ECtBICALSITE PLAN

ISSUED FOR BIDAUGUST 4.1986

Page 20: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

ev ceN+uMtf,'*s r&iuCK e*

.71

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DETAIL

ELECTRICALONE-LINE. DIAGRAM. MCC BUILDING -

ELEVATION AND DETAILS

«n it

ISSUED FOR BIDAUGUST 4, 1986

Page 21: CH2M HILL INC - semspub.epa.gov · o o o o plans for the construction of the battle creek, michigan thomas solvents raymond road remedial action groundwater extraction system for

1

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