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Home My WebLink AboutWastewater Treatment Plant Improvements CONSTRUCTION DRAWINGS FOR BOZEMAN, MONTANA WASTEWATER TREATMENT PLANT IMPROVEMENTS CITY OF BOZEMAN PROJECT No. 56EP06 EPA ASSISTANCE IDENTIFICATION No. XP988139-01 -0 FEBRUARY 2004 BELGRADE RECORD DRAWINGS . o 'C J MORRISON SCRVEv�RS RSrceR° PROJECT MAIERLEBINC. SINUNN945 mmm \` .. � An!.'rn}dnW-Oumed CvmPanY Q 910 Vkkno A— "I lechrrolagy BNd. Y HW—MT 59604 ..MI 59771 U BRIDGER PROJECT Pk- (406)442-3050 Ph— (4B6)587-0721 t F-(106)442-7862 Fax-(406)587-I176 LOCATION s""aWN Maas.rr,M LOCATION MAP I eozEMAN NO SCALE HWY. 191 _ —J VICINITY MAP N ti NO SCALE 0 0 APPROVED BY: APPROVED BY: Robert J.Murray,Jr./s/ Boyd T. Hicken, P.E. Robert J. Murray, Jr., P.E. Project Manager Project Engineer U i o t} BOYD {a a 1ICKEN 11342PE MORRISON MAIERLE, INC. W PROJECT NO. SET NUMBER �S�c�srtaE° 2 S7ONAl U 0417.041.042.01 11 p O O V O 2 OpO� - _3 au � S ............... 2 4 oza 01 e� mUt7 F O. S^ cy yGJ/_ ~ • NOTES: EXISTING DIVERSION STRUCTURE No. 1, SIMILAR. N ti EXISTING DIVERSION STRUCTURE No. 2, FACING NORTH � o t, NT5 EXISTING `� 1 � SLIDE GATE No. 3 0� w�owi rn f•trrn z<'' Z N EXISTING SLIDE GATE No. 2 vIl EXISTING SLIDE GATE No. 1 •� I - _ - �—' <:6 EXISTING — Ni ,,m'ar✓ac •� .�3 -.'..' I SLIDE GATE .:.�.» ,.va .4. \ �nvNo. ssAw rn�..>7 r'I.,. ,v rsw>w nrn�, I I azp !r d,=.'_ = - :' } ! 1> 3 a r y i EXISTING SLIDE _ GATE No. 4 or T44a AIr- _ ITI av r Z In n.w n•o.w .x 3ning4sso s J \Y _ e� -ems s•._-•+rr_ 11--��-- -+aa•v ___ _ THIS SLIDE GATE REMAINS. M ; f- N�hy>• w "-" --- I-- - -:W.o- NO CHANCES OR MODIFICATIONS. I ` Z W d d'J1.C�9/iJ > ,I w Tl I. iY7di�N O ~ V I Q NOTES: W L-- _ r, C U 1. REMOVE EXISTING SLIDE GATES No. 1, 2 AND 3. REPLACE WITH SAME SIZE NEW ALUMINUM N w SLIDE GATES, THE NOMINAL SIZE OF SLIDE GATES No, 1 AND 2 IS 30 INCHES; SLIDE _- GATE No. 3 IS 36 INCHES. ALL THREE GATES ARE FACE FRAME MOUNTED. - ~ 2. THE TREATMENT PLANT WILL BE IN OPERATION DURING THE WORK. PROVIDE TEMPORARY M�y�j_� l� W�'�' Z (J/1 DIVERSION AND PUMPING OF WASTEWATER AS NEEDED TO DO THE WORK. I h f II Q �� Cl 3. CHANNEL DEPTH IS 5 FEET, UPSTREAM FROM GATES. THERE iS A SHARP DROP OFF �I II dy w f" DOWNSTREAM. SEE THE OWNERS 1981 RECORD DRAWINGS. OI II iy W C Z 4. FIELD MEASURE EXISTING SLIDE GATES AND CHANNEL DIMENSIONS BEFORE PROCURING NEW �. "{ It" III h Q w WWII �� U � SLIDE GATES. ' 5. SEE DRAWING 2-C-1 FOR LOCATION OF THE WORK. W♦WI , H- Z Q z w t4 2s_ cn EXISTING DIVERSION STRUCTURE No. 1 SLIDE GATE REPLACEMENT Q� � °~ o J N SCALE: X'=1'-0' - ---- ---- - - - ----- -- Q NOTES: w > a 1. REMOVE EXISTING SLIDE GATES No. 4 AND 5. REPLACE WITH SAME SIZE NEW ALUMINUM SLIDE p GATES. THE NOMINAL SIZE OF SLIDE GATE No. 4 IS 30 INCHES; SLIDE GATE No. 5 IS 36 INCHES. to 0 2. THE TREATMENT PLANT WILL BE IN OPERATION DURING THE WORK, PROVIDE TEMPORARY DIVERSION AND Z Z PUMPING OF WASTEWATER AS NEEDED TO DO THE WORK. Q 2 3. CHANNEL DEPTH IS 6 FEET. (/') Y 4. FIELD MEASURE EXISTING SLIDE GATES AND CHANNEL DIMENSIONS BEFORE PROCURING NEW SUDE GATES. N x 1° 5. SEE DWG 2-C-1 FOR LOCATION OF THE WORK. w m v 0 NO EXISTING DIVERSION STRUCTURE No. 2 SLIDE GATE REPLACEMENT PROJECT 17 041 O SCALE:Xs"=1'-0" SHEET NUMBER r 9 DRA a 0 WIN 2-C-3 mj0 Nj0Q NI � Z O � INSTALLED NEW H N z�T EXISTING COMMINUTORS CHANNEL COVER soo PLATES PR I �'l , m TO PARSHALL FLUME a w � � FROM PRETREATMENT p o � — Q 0 \ o \ u 22K5 V TU] EXISTING SLIDE GATE (TYR) NOTES, 1. REMOVE COMMINUTOR'S (TYP. OF 3) FRAMEWORK AND ACCESSORIES, LEAVING UNOBSTRUCTED FREE FLOWING CHANNELS, PULL WIRING TO NEAREST JUNCTION BOX AND TERMINATE. w R� COMMINUTOR DEMOLITION PLAN SCALE )fi-=1'-O" O o 0 o u °a 3 mo a z Q EXISTING COMMINUTORS Z i� Z Z W O I W � DEMOLISH EXISTING INSTALLED NEW O to COMMINUTOR CHANNEL COVER PLATE (3) � Z z Q - 1 I EIEV. 4614.92 Q o JI pmrir zmu am 7 O 77 I � J ti BYPASS - '- z CHANNEL O O Ln a N O Q V `o Z SECTION (A SECTION © W SCALE: %"=1'-O" SCALE W=1'-O" - N V - O m a 0 G PROJECT Ni,. 0417 041 p SHEET NUMBER r 10 DRAWING NUMBER 2—C-4 3� mom - wti REMOVE MECHANISM Nzwo ci z a w��V5 Zo EXISTING 9'W % 10'H REMO MOTOR AND ..r....�... ROLL UP DOORASSEMBLY REMOVE i CHUTE 3 Z }Ora z REMOVE 40 I SCREENINGS '-'- BUCKET •,.., * PROF ,r,• i 0 m - EXISTING GRIT ELEVATOR R MECHANISM STILLING WELL i EXISTING OVERHEAD i � g TROLLEY MONORAIL �' 3 D OLITION PHOTO REMOVE CONCRETE a F NOT T CALE EQUIPMENT PAD rc o S NUN � W W K 2 REMOVE MECHANISM REMOVE E •i/' dCaL.UK.�rrtcr z" N �.o BAR SCREEN STARTER •"^- - -- -' � w'a'•r"'" / ,� z �"c'� (LEFT IN PLACE) �. ...•.. iF �S$ 1 - EL. 4614,92 ..� �w8&g 59� LEFIHOSE RACK c �: - -. . . O� P Nd.w►in ~ .v.r.,a _ - - -- Ste• -____ _. __ I IN PLACE -.�.-.•-•• ,• O •r" �awc r _l .r,•rar..rrae i WY r. ��.yr.,v REMOVE BAR SCREEN rrll4Mft"I1 EXISTING STILLING sK - WELL AND PIPE ..,`. �,--^- ...-i.-'^� a t EXISTING GRIT EXISTING MECHANICAL COLLECTOR MECHANISM L. 4609.36 � - BAR SCREEN EQUIPMENT -_-__-- LEFT IN PLACE - __ �-- c•� �i-_ __ 1. - I• ' - CUT STEEL BARS. GRIND 3/4"(MIN.) INTO FLOOR. FILL L H NON-SHRINK AND FINISH USH. UI S �I O Z ID m w EXISTING MECHANICAL BAR SCREEN LEFT IN PLACE 11 '" �,� F - - - _ _ DEM ITI N ECTION A o / SCALE- 3/8' = 1'-0" j EXISTING 30"J (� INFLUENT SEWER -- - Z a Z - - a EXISTING 1" NATURAL GAS LINE Z Q •`_ __-_ L I:T0 REMAIN) O O_ E%6TING SLIDE - --- - - --- - "--- - - to �GATE (TYP.) Z (NOTE 7) OCUT PIPE FLUSH REMOVED EXISTING AND INSTALLED ,,MANUAL BAk SCREEN O FLOOR DRAIN , � O � Er w� � � EXISTING TROLLEY MONORAIL d p EL 4622.96 (VERIFY) ;E -• .- r':M.t�/r 4/tL �rlilla�Mf': Z H W m Lj Q EL' e REMOVE HANISM _J N H < s PRETREATMENT BUILDING-DEMOLITION PLAN �" W.4o wCO o SCALE: 1/4" = 1'-0" r.. Q Z .eAc•r y - 4,*zl .++r w o, GENERAL CIVIL NOTES: - ✓REMOVE CONCRETE EQUIPMENT PAD. � a v 1. ALL DEMOLITION AND SALVAGE WORK SHALL BE COORDINATED AND SCHEDULED AS SPECIFIED. THESE NOTES ae�• GRIND FLOOR AND WALL SMOOTH i -T—T--, AND FLUSH WITH ADJACENT SURFACES. � m PROVIDE A BRIEF SUMMARY OF WORK. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. - � w M a F- 2. EXISTING STRUCTURE, EQUIPMENT, AND PIPING DRAWINGS ARE FROM 1969 AND 1981 RECORD DRAWINGS. 3 w FIELD VERIFY ALL INFORMATION AND MAKE FIELD OBSERVATIONS AND MEASUREMENTS FOR ITEMS NOT SHOWN. I w ° DETAILS ON THESE DRAWINGS ARE FOR CONVEYANCE OF GENERAL REQUIREMENTS ONLY. ---- U) ~ a 4 k - -s= Q w c 0 3. EXISTING FACILITIES ARE SHOWN AS SHADED. NEW WORK IS SHOWN IN BOLD. - ��-aft • "f Z � .2 -- - INC WELL. REMOVE FLOAT AND Q L.J „ 4. REMOVE OR MODIFY ONLY THOSE FACILITIES SHOWN FOR DEMOLITION/MODIFICATION. CONTRACTOR SHALL ;; C USH WITH FLOOR PACK c PROTECT ALL OTHER EXISTING EQUIPMENT, STRUCTURES, PIPING, ELECTRICAL, AND MISCELLANEOUS FACILITIES L WITH -SHRNK GROUT. w O_ • N FROM DAMAGE, WHETHER SPECIFICALLY SHOWN, OR NOT SHOWN. ANY EXISTING FACILITIES DISTURBED OR ExIs71NC a"P GR FINISH LUSH PACK WITH O i DAMAGED BY CONSTRUCTION ACTIVITIES AND NOT SCHEDULED FOR DEMOLITION SHALL BE REPAIRED OR REPLACED '-' m AT NO ADDITIONAL COST TO THE OWNER EMOVED EXISTING 3'-6" NON-SHRINK F pRaeci No. c MANUAL SCREEN VERIFY WITH CHANNEL WALL 5, ALL ITEMS NOT SPECIFIED TO BE SALVAGED SHALL BE REMOVED AND DISPOSED OF OFF-SITE AS SPECIFIED. T �" 04n.o41 % 6. CONTRACTOR MUST FIELD VERIFY ALL EXISTING FACILITY DIMENSIONS, ELEVATIONS, AND SIMILAR INFORMATION EXISTING ING MECHANICAL BAR SCREEN LEFT IN PLACE SHEET NUMBER n BEFORE ORDERING OR FABRICATING NEW EQUIPMENT, PIPING, AND ACCESSORIES. DRAWING NUMBER 7. SLIDE CATES WILL LEAK. CONTRACTOR SHALL PROVIDE TEMPORARY SEALING AND SEWAGE REMOVAL AS NEEDED DEMOLITION SECTION TO PERFORM THE WORK, SCHEDULE WORK WITH THE OWNER. INCLUDING ALL SLIDE GATE OPERATION. SCALE: 3/8" = V-0" — — ;o m0 w22 EXISTING ROOF �oo uo CEILING EL 4625.63 0 EXISTING CONCRETE BEAM (VERIFY) EXISTING HOIST MONORAIL EL 4622.95 ~ vyllz wo EL 4622.96 (VERIFY)�I (VERIFY w/ MFR.) EL 4624.30 (VERIFY) ."•• MOTOR. 41 833.y E%ISTING 10'W x 9'H ..•"`•,�.,:�r GRINDER SCREEN CONTROL yW F PANEL- FLOOR SUPPORTED �-BAGGING DEVICE•• ROLL UP DOOR ^"� - " 0" pISCHARGE EXISTING SLIDE `:.-� - AUGER SCREEN" HEIGHT GRATE FRAME z-...sv 4619. 13 PROF�h•�< r-EXISTING MOTOR w/ SHAFT NEW GRATE, SEE NOTEEXTENSION•• BAGS•* m F:E`XI-ING AB LOCATE MOTOR 6"ABOVETOPOF WALL � GSUPPORT••PAD EXISTING CHANNEL TO.W GRINDER SCREEN•• EL 4614.92 3'-0" -8" DOOR GRIT ELEVATOR MECHANISM FRAME•• z EXISTING BUILDING FLOOR NPW, (BF*FOND) EL 4612.000NOTE 4__ LE/LT •• LEVEL ELEMENT AND TRANSMITTEREXISTING CHANNEL FLOOR .r FLOW _ EL 4609 35 (VARIES) FRAME'. �arwne.r ridrr( �w o z w DIM PER EQUIPMENT MANUFACTURER _I CJ 3S5^ Of1YVT wY/4MIVAN" Yrf�t'•M1� �' 'A � �/IIYY•• SECTION � A a:.roerww4 I�.�� SCALE: 3/8" = 1'-0" :ear+• a i- ��:� i--I g ra�wr •+whrwu-..vo - ` I - '. '. - NOTES: 1. NOMINAL CHANNEL WIDTH 15 42-INCHES. SOME CONCRETE GRINDING MAY BE NEEDED TO FIT k EQUIPMENT. CONSULT WITH ENGINEER IF DEPTH OF GRIND REACHES 1/2-INCH OR IF REBAR IS 1 r h ENCOUNTERED N 1-HRN-01 7 P a r INSTALLATION. SCHEDULE BYPASS WITH OWNER. LIMIT � `y.�� 2- DIVERT SEWAGE INTO BYPASS CHANNEL DURING M /4 d. BYPASS TO ONE 72-HOUR PERIOD (OR LESS). RELOCATED ,:, EXISTING - � EXISTING GRIT r.� :� err-- �.e. '� 3 THE NEW GRATING SHALL BRIDGE THE SPACE PREVIOUSCr OCCUPIED BY THE SCREENING BUCKET. CW BIB '. � COLLECTOR MECHANISM "•`"tiO"' ` ��rvr.+.rax�4r s e SEE 3-M-1 FOR DEMOLITION OF BUCKET INSTALL EQUIPMENT FRAME ~ _l •vvrn- PER MAPMENT FRAME -- 4. CONNECT 3/4" NPW TO AUGER SCREEN PER EQUIPMENT MANUFACTURER REQUIREMENTS. z m INSTRUCTI - -- --- -_ m a�7Tt 5. SECURE EQUIPMENT FRAME IN EXISTING CONCRETE CHANNEL PER EQUIPMENT MANUFACTURER m Irk- REQUIREMENTS. ANCHOR BOLTS SHALL BE AS SPECIFIED IN SECTION, 05500- ; p w o Y.M/4�>Afb __ _ _ -LEFT EXISTING MECH. BAR SCREEN IN PLACE ;I,; �, —�("I -�--fi----=- AUGER SCREEN I CHANNELNEW HANDRAIL z - ____` WALL Q EXISTING HANDRAIL " GS-3 Z EXISTING ANDRAIL O z •OTE 1 r - M• REMOVED EXISTING - w I I' CHAIN-RAIL h POSTS CL HW1-LE-01 - -- - - - --___ = ISTING CHAIN RAIL INSTALLEU NEW_GRATING j 1/1 _ __ �f z EXISTING SLIDE ..,rr.r�..~. - _- f - O GATE (TYP.) 1) reiiir ri:wv stiirr-%wires•%'- 'I - a O CONNECTED T w.arl.rrfr�rx1/ Q (NOTE`3) I - .�""'•` CONCRETE BEAM EXISTING C.W.. I ..wrr. CONVEYOR SUPPORTS (TYP. 2) EXISTING GRATING - V_ GAS MONITOP.S lAE/ / CUT PIPE FLUSH ro MOUNTED INSI E - /_BY MANUFACTURER ti z w HWI-AE/A11- 1,2,3 & INSTALLEp FLR. 1 CHANNEL WALL z m DRAIN �" :cL BOLTED TO EXIST. CONC. BEAM PER C ,n ------ _ _ =�_ •+��"•�+'• EQUIPMENT MANUFACTURER SIZE AND n a GRINDER'• --- --- - - - = HWI-GRD- 1 BOLTS DNS. INSTALLED EPDXY ANCHOR z Z �_N��•�� GRINDER/SCREEN •` j CONTROL PANEL- REMOVED EXISTING HANDRAIL l.0 101 h INSTALLED REMOVABLE CHANNELCONCRETE 11 it�l I $ POSTS W/ S.S SAFTEY CHAIN w m I I EXISTING w t I CONCRETE • w m 71 I HEADWORKS BUILDING- PLAN BEAM (NEWFORMER GRATING _ I (FORMER LOCATION 0 3 w SCALE' 1/4" = I'-0" L------- SCREENINGS BUCKET) SPORT DETAIL ( 1 z a NOTES: I. MOUNT LE/LIT HIGH ON WALL, IMMEDIATELY BELOW GRATING, AT SPACE FROM WALI SCALE: 4" y RECOMMENDED BY EQUIPMENT MANUFACTURER. SEE DETAIL A. DWG 6-1-22 (SIM). o EXISTING GRATING HAS A MEMBRANE WEATHER COVER, REMOVE AND REINSTALL NOTES: N 1. 4"x6"xY" HSS SHALL SPAN THE CONCRETE CHANNEL, 8" BEARING 2 m HAN IL AND GRATING PLAN _ NEW GRATING IN PLACE OF EXISTING SCREENINGS BUCKET PROVIDE WALKING SURFACE EACH END. FROM EXISTING CONCRETE BEAM TO EXISTING GRATING. 2 CLOSE EACH END OF 4"x6"xY4" HSS WITH Y4" FLAT PLATE, SEAL SCAL ' 3/4" = 1'-0" NO- WELD ALL AROUND, GRIND FLUSH. [R 4 CT a S SLIDE GATES WILL LEAK. CONTRACTOR SHALL PROVIDE TEMPORARY SEALING AND SEWAGE 3. 3"x3"xYi" TYP. EACH END. LOCATE 46" AB'S IN CENTER OF NOTES: - 1 -o REMOVAL AS NEEDED TO PERFORM THE WORK BEARING (4" FROM END OF HSS) 1. AUGER SCREEN NOT SHOWN. SHEET NUMBER i � 4. PAINT STEEL PRIOR TO INSTALLATION. v FOR DRAWING NUMBER 4 DOUBLE ASTERISK (••) DESIGNATES ITEMS SUPPLIED WITH EQUIPMENT PACKAGE 2. FIELD VERIFY GRATING DIMENSIONS. o INSTALLATION BY THE CONTRACTOR. 5 LOCATE 4"x6"A4" HSS PER GRINDER/SCREEN EQUIPMENT MANUFACTURER REQUIREMENTS. 3-M-2 00 3� m00 <<J�Z FF2Wo �$2 ZJO� Op a O wUKO OU 10" STAINLESS STEEL DROP > NJi� rc� PIPE TO REMAIN 00 a3,h 11..TES MOVE PVC AIR PIPING, DIFFUSERS, SUPPORTS AND HARDWARE FROM THE •f' 3��`'- - PLANT'S 4 BIOREACTOR BASINS. BIOREACTOR No. 1 15 SHOWN, TYP. OF 4 -�� - - BIOREACTORS. SEE DWG's 4-M-2 & 4-M-3 FOR ADDITIONAL DEMOLITION PwN s DETAILS. �j mXciZa T' I\ 2- DEMOLITION AND INSTALLATION OF THE NEW DIFFUSER SYSTEM MUST PROCEED I f, T IN IN SERVICE AT ALL TIMES. f _. I AT A TIME. MAINTAIN 3 BASINS ONE BASIN +,, 3. ALL PECIF ED DEMOLITION EAND NOTESSALVAGE PROVIDE A BRIEF SUMMARYY COORDINATED WORK SEE SCHEDULED AS m pR0 T I ! SPECIFICATIONS FORDETAILED REQUIREMENTS_ + � _ / � N I. Y i J I I- ( 'I I)=1 1:=-f 1 TI I�I r,_1�7.)•L:1 ,I T7 I I• I)=l 1� I I I) 4. EXISTING STRUCTURE, EQUIPMENT AND PIPING DRAWINGS ARE FROM 1981 RECORD rn ' - - DRAWINGS. FIELD VERIFY ALL INFORMATION AND MAKE FIELD OBSERVATIONS AND MEASUREMENTS FOR ITEMS NOT SHOWN. DETAILS ON THESE DRAWINGS ARE FOR CONVEYANCE OF GENERAL REQUIREMENTS ONLY N o 5. REMOVE OR MODIFY ONLY THOSE FACILITIES SPECIFICALLY SHOWN FOR Z DEMOLITION/MODIFICATION. CONTRACTOR SHALL PROTECT ALL OTHER EXISTINGir a o EQUIPMENT, STRUCTURES, PIPING, ELECTRICAL AND MISCELLANEOUS FACILITIES a FROM DAMAGE, WHETHER SPECIFICALLY SHOWN, OR NOT SHOWN. ANY EXISTING rc FACILITIES DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES AND NOT o a -- f. - IJ.Y1 ,I)=(I-��h--�—i I +--� �`-'-.I� SCHEDULED FOR DEMOLITION SHALL BE REPAIRED OR REPLACED AT NO � C44E- ADDITIONAL COST TO THE OWNER. ir 1" 9" CERAMIC D151, DIFFUSER (TYP), 6. ALL ITEMS NOT SPECIFIED TO BE SALVAGED SUCH AS PIPING, VALVES, ETC. i 682 PER BASIN SHALL BE REMOVED AND DISPOSED OF OFF-SITE AS SPECIFIED. °{ 7. CONTRACTOR MUST FIELD VERIFY ALL EXISTING FACILITY DIMENSIONS, ELEVATIONS N rn T—I Tx l I LI_I C�-�t-F----+-� 1 F---+-a I_I 1 AND SIMILAR INFORMATION BEFORE ORDERING OR FABRICATING NEW EQUIPMENT, z€ i PIPING AND ACCESSORIES. w 8- REMOVE ITEMS MARKED WITH '" ;zo!-- . ��--} I- I +-- rT� t i r--i Lliii i tl_i til-+ 1 1 - t W 8&s LL 1 hE7:t T--j Ir=I Li-,r 1 E3,f t=)-+--1 4" PVC (TYP) 10" PVC _ ►w-I ° -4 -t-1�-- 1 11==T.1�_I Gjl I L7 1E=I--4 f I I 4-4=�1,1 t i l)=�-h--'r I I i t 4 1 1 I�� I ,--cl I I�_I�`I t7 I I f T I}=r-�--i � i i• I -��--c7 11 6 4-M-2 z m m < r7-+- -+- { + I I_ T I)�._I,=l I riT C1 I,1= -- d I i i I_Y1T 1 Lu i u-, 1 1 ; o u < a I i-+ h-- -I +- i-t i v <- + - -- i- -• _sT; " BIOREACTOR BASIN No 3 BIOREACTOR BASIN No 4 Z I _ � a AERATION BASIN No 1 Z —�+-.�i 11=i� t I'LA I T I �r. + —t- ° - �t�':i} o F_ L W SEE NOTE 1 w z > Q O d -t�+-� - 11-= 1 I,7"11 IY1 f Z O BIOREACTOR BASIN No ~ F+ -+- +-- -T— + 'c: BIOREACTOR BASIN No 2 (NOTE 1) a J W I r-�._I S- _.. I 1 C Ct 4--_-_. _ +_. i. ~ Z a I ''h- � ;L�l'�-�i�:iI LT�4�_7-+-� - �,-4 _ F--F -�-- r�7.1_, Q m - w Of s + - ~ o t iT.r=iIY-1 L_-nI itrl i�i it t:1 -J i'>ali ti, 1 zi i.�L ii� k=r l it�I i _� r.x u KEY PLAN ElfW N.T.S. 3 O - - - -- W m i V) N DRAIN SUMP, SEE DWG 4-M-2 Q i a. Z. Li__jBIOREACTOR BASIN -DEMOLITION PLAN j SCALE:Y4"=1 _0" PROJECT NO 0417 041 Y 7 SHEET NUMBER 13 DRAWING NUMBER 4-M-1 Jsi rizo� 'moo REMOVE 10' MANUAL BUTTERFLY VALVE 4 3 (TYP OF 4), NEW VALVES w/ EL ECTRIC ACTIVATORS WILL BE INSTALL ? PROF z� DWGS 4-M-3 AND 4-M-4 _'D 'C SEE 0 EL 4616.31 o4i I 0 JEF� PPL PVC PIPL, BLOW OFF VALVE -20 FEET LONG 09 REMOVE COUPLING EL 4616.8 SEE NOTE 1 AND DISCARD (TYP IL gn --mmaw -.7 > 0 FLOOR EL 4593.56— EDUCTOR, WALL MOUNTE STAINLESS STEEL REMOVE CONCRETE PEDESTALS, 7"Wx24"Lx I 6"H (TYP). GRIND FLUSH FLOOR REMOVE GUIDE (PIPE) SUPPORTS, U-SHAPED w/ PIPE CLAMP, SECURED w/ ANCHOR BOLTS- CUT 00, ANCHOR BOLT AND GRIND FLUSH w/ FLOOR AIR DIFFUSER SYSTEM DEMOLITION SECTION SCALE.X"=1'-0" 4-M-1 FLANGED CONNECTION Z: CLEAN-OUT PLUG Z.V, 0 < z > 0 cn 0 459356 ELEV I_ u Z: z SEE NOTE 1 DRAIN SUMP (TYP. OF 4, 1 PER BASIN) N.T.S. j V) m 0 r i i a C, _ � 1--V) C) z 2w m AIR DIFFUSER SYSTEM DEMOLITION SECTION B NOTES SCALE:A"-1'-0" 4-M-1 1. REMOVE PVC AIR PIPING, DIFFUSERS. PIPE SUPPORTS, CIT NO VALVES AND HARDWARE FROM THE PLANT'S 4 BIOREACTOR PRcli E BASINS. ONE BASIN IS SHOWN. TYPICAL OF 4. 0417041 2. DEMOLITION AND INSTALLATION OF THE NEW DIFFUSER 'NU SEP SYSTEM MUST PROCEED ONE BASIN AT A TIME. MAINTAIN 4 3 BASINS IN SERVICE AT ALL TIMES. DRAWINr NUMBER 3 DEMOLISHING ITEMS MARKED WITH 4-M-2 0 z mom iJo S o i Q`Jo ill ................... REMOVE DEBRIS OBSTRUCTINGa33h�'` CHANNEL. INVESTIGATE BEFORE EXISTING FLOW T` SPLITTING STPUCTURF BIDDING PROJECT q �Y N _ 2 0 G-6p N ELEY. 4608.0 4" LATERAL'• w/ FACTORY 10" DISTRIBUTION ATTACHED DIFFUSER HOLDERS•' • {T PR�FG (TYP•) MANIFOLD" (TYP SEE DETAIL T.O.W. ELEV. 4616.31 EACH BIOREACTOR) 4-M-4 (TYP) L_ o FLOOR ElF/- 4593.56 �� ^i-�.---��j 0 (TYP.) r _1 J:EXING MOVED do REPL 6` PVC EXISTING 6" PVC PERFORATED RATED DIFF w DIFFUSER PIPE LEFT IN PLACE (SEE NOTE _ a o � n K 0 O U W Q i zZ 2 i MEMBRANE AIR DIFFUSER a TYP. 816 IN EACH BIOREACTOR z��i _ Z BI0REACTOR NO. 4 WN& BIOREACTOR NO. 3 Ire X D.U. INDICATOR & TRANSMITTER IN BIP PANEL (TYP. OF 2) Z' E Art O Wei BIR-FCv-03 BIR-DIT-01,02 EXISTING 0 _ BLOWER LIFT BUILDING ATTACHED ON E 4-M-4 D.O. PROBE THIS SIDE. SEE SITE PLAN PRESSURE (TYP. OF 4) MONRORING S TERMI tv SEE DETAIL 1 - BIR-DE-03- �I rPLACED EXISTING -. 4-M-4 ' R DROPREMOVED g REPLACED -0 C7 —EXIST 4" PVCPERFORATEDP OF 4)PIPE (SEE NOTE B) ��~ -- - - -- -- i _ — _ -- EXISTING COLUMN i ail m p o C E J - (TYP) o a� � (BBfP AIER-DE-02 � o" 10' BIR-FCV-02 II REMOVED h REPLACED = a a ;0 3 INSTALL IN EXISTING 10" DROP II EXISTING 6" PVC INLET PIPE. SEE NOTES 4 & 5. II CHANNEL PERFORATED i (TYP. OF 4) I DIFFUSER PIPE SEE DETAIL G f WW I FLOW \ Q z FLOW 4-M-4 EXhfINt: 10" DROP PIP Z c, Q III 0 WATER PURGE SYSTEM VALVE" SST (TYP. OF 4) O (TYP. OF 4) z z I I to - SEE DETAIL 2Q I z z 2 4-M-4 L�-1i1 z w Z r WALKWAY ITTP'I BIOREACTOR NO. 1 i p U BIOREACTOR NO. 2 v CI NOTES: O z I I EXISTING 6" PVC z 1. DIFFUSER LAYOUT AND DETAILS ARE TYPICAL OF THE 1st NAMED d cr z O PE LEFT IN PLACE z PERFORATED DIFFUSER SUPPLIER IN THE SPECIFICATIONS. f PI � i — U �n 2. DOUBLE ASTERISK •• INDICATES EQUIPMENT SUPPLIED BY THE _ L^ I I w EQUIPMENT MANUFACTURER FOR INSTALLATION BY THE CONTRACTOR. ZQ X N EXISTING FFFUIFNI CHANNEL �I� 3. THE FLOW CONTROL VALVES, PRESSURE MONRORING SYSTEM, D.O. d Z II PROBES, TRANSMITTERS AND WATER PURGE SYSTEM FOR BIOREACTORS OU o No. 1 AND No. 4 ARE THE SAME AS SHOWN FOR BIOREACTORS No. 2 {LnW 1 AND No. 3. w Z z FLOW � N FLAW FLOW 4. EXISTING OUTDOOR AIR PIPING IS MOUNTED OVERHEAD ON THE Q 0, II EAST-WEST WALKWAY. EXISTING 10" DROP PIPES ARE LOCATED AS Q m REPLAC V REMOED & ED W v II SHOWN, 1 PER BASIN. EACH DROP PIPE HAS A MANUAL BUTTERFLY aEXISTING 4" PVC PERFORATED F' BLOW OFF (TYP OF 6), �( INS�TALLEIDEW BLOW J I VALVE LOCATED AT HANDRAIL HEIGHT. REMOVE THE MANUAL VALVES AND O n SEE DETAIL� SEE DETAIL ( '_ DIFFUSER PIPE (SEE NOTE 8) INSTALL NEW FLOW CONTROL. VALVES w/ ELECTRIC MOTOR ACTUATORS,4-M-7 4 -7 TANG No.'s BIR-FCV-01, BIR-FCV-02, BIR-FCV-03 AND BIR-FCV-04. w U j 5. NEW FLOW CONTROL VALVES REPLACE EXISTING MANUAL VALVES IN THE K SAME LOCATION. MODIFY EXISTING 10" STAINLESS STEEL AIR DROP PIPE w O_ a° ---- -- AND FLANGE AS NEEDED TO FIT THE NEW VALVES AND NEW AERATION ~ m N SYSTEM. Q 0 3 Z 2 55'-0" INSIDE !1,I 6 TYPICAL FOR BIOREACTORS No.THE PIPING AND DIFFUSER 0 SHOWN1TAND 3N BIOREACTOR No. 4 IS C N 0 7. FIELD VERIFY EXACT DROP PIPE LOCATIONS, DIMENSIONS & ELEVATIONS O i BEFORE PROCURING NEW AIR DIFFUSER SYSTEM. m 0 u 0 i 8 PIPESREMO AND EXISTING VAL VALVES AND PIPEVC PERFORTED SUPPORTSA INSTALL 0417 041 NEW PERFORATED USER PIPES, BLOW OFF _ v DIFFUSER PIPES. BLOW OFF PIPES AND VALVES AND PIPE SUPPORTS IN ;HEFT NUMBER THE SAME LOCATIONS. INSTALL NEW COUPLING AT EACH CONNECTION TO 15 EXISTING STAINLESS STEEL AIR DROP PIPES. PROVIDE DEWATERING AND BIOREACTOR DIFFUSER PLAN PUMPING EQUIPMENT AS NEEDED TO PERFORM THE WORK. COORDINATE DRAWING NUMBER SCALE: 1/8` - 1'-0" AND SCHEDULE WORK w/ THE OWNER TO MAINTAIN PLANT OPERATION. M 3 �O PORTABLE PRESSURE MONITORING PANEL w/ HANDRAIL yi a �i HOOKS- (TYP. OF 1) a �iw`aJ `zJo� o TO D.O. INDICATOR AND TRANSMITTER (TYP) -�i'.I IrJ�. I It,NDF cd_- a -EXI41IN; LOCATED IN BIP PANEL PRESSURE MONITORING TERMINAL- o1Oz HANTrP.ML HANDRAIL MOUNTED (TYP. OF 4). 10" FCV. INSTALL IN 4 WAY PIVOT HANDRAIL MOUNT USE SUPPLIED BRACKETS-' ffi� EXISTING 10" DROP PIPE. - (TYP. OF 4) ATE SEE NOTE 1. (TYP OF 4) E T.O.W. ELEV. 4616.31 -_- - 1 _ t} 21.3 1 F SEE NOTE 1 I*, SCHEDULE 80 PVC CARRIER PIPE & FITTINGS- 10" PIPE SUPPORT SST 10" EXISTING SST FLANGES FXI'nTiNT� I 'j GRATE 15525, i mU?: C T.O.W. ELEV. 4616.31 D.O. PROBE w/ HANDRAIL MOUNT EE NOTE 2 (TYP OF 4) p � S . , I * PROFa}! WS ELEV. 4613.80t m N BIR-DE-02 I 3'-O" 3'-0" I SCHEDULE 80 PVC CONDUIT FIVC PERFORATED DIFFUSER PIPE. rn FOR D.O. PROBE CABLE. SEE DWG's 4-M-3 AND 4-M-7 RUN UNDER EXISTING GRATE 0" LZ - 3 � a BIOREACTOR No 2 BIOREACTOR No 3 o A D„ 4-9 TYP. BIOREACTOR No 4) _ & (TYP. BIOREACTOR No 1) VERTF\ VERIFY ( o W NOTES: L.XISTING 10" AIR PIPE. 1. INSTALL NEW FLOW CONTROL VALVES w/ ELECTRIC STAINLESS 51FEL� MOTOR ACTUATORS IN PLACE OF EXISTING MANUAL -EXISTINi; tU" Alk PIPE, VALVES. TYPICAL OF TAG NO.'S BIR-FCV-01, STAINLESS STEEL BIR-FCV-02, BIR-FCV-03 AND BIR-FCV-04. / c� MODIFY PIPE AND FLANGES IF NEEDED TO FIT `'o z w NEW VALVES. ORIENT MOTORS 99 FROM POSITION ?u NEW COUPLING- u SHOWN. xa w �' w��e 2. DO PROBES. TYPICAL OF TAG No.'s BIR-DE-01, R4�.. BIR-DE-02, BIR-DE-03, BIR-DE-04. SEE DWG _ a NEW 10" AIR DISTRIBUTION is 6-1-24 AND SPECIFICATIONS FOR ADDITIONAL BUBBLER TUBE- INSTA;IIEAPILO: " SST MANIFOLD•' (TYP OF 4) - I & DETAILS. & PFLANGES E�E ��s O O O o FLOOR ELEV. 4593.56 ---- ---- T— _ NEWIPE" ~ DIFFUSER PRESSURE" T•• NEW 10" AIR DISTRIBUTION MANIFOLCD O PROBES &AIR FLOW CONTROL VALVES I1MANIFOLD PRESSURE" DIFTUSER- (TYP.) SCALE. 1/4" = V-O" 4-M-3 EFLOOR ELEV. 4593-56 LLATERAL- (TYP.) m = = a s PRESSURE MONITORING SYSTEM (TYP 4 LOCATIONS) In WATER PURGE VALVE SCALE 3/8- = 1'-0' 4-M-3 V330 f iI;T1N nHNurna - A - - WS ELEV. 4613.80 a Z CRATE --- _ — PAINT EXF Z T_O.W. EIEV. 4616.31 K SUBMERGE PIPE SUPPORT"- Ir O PIPE PER SEE DETAIL BELOW MEMBRANE DIFFUSER•• '•' �� N r 09900 PA 10" AIR DISTRIBUTION MANIFOLD"-\ m I w V) ELEV. 4594,14 > w FLOOR ELEV. 4593.56 -- - - p p 4" LATE RAL•• 9` DIFFUSER HOLDER" p OPEN END _Z Q ' SCHEDULE 80 PVC PIPE TYPICAL SECTION a & FITTINGS" USE PIPE N 0 -Y4 az �{ SUPPORT 15525, SST SCALE: 1/4" = 1'-0" J m 1- a �1— O w LXI',TING 10" AIR PIP[ STAINLESS STEEL w 1n o STAINLESS STEEL SST PIPE CLAMP•*� ROD•' � w M z SST HARDWARE" w O o Co> Y ~ V) &OXY HARDWARE,NSST'*CHOR O Z �. TUBING & SST HOSE CLAMPS" ' PVC TO TUBING- (I -\ COUPLING WATER PURGE ASSEMBLY" Q Q NEW AIR DISTRIBUTION Z iv MANIFOLD•• q_ELEV. 4594.14 o FLOOR ELEV. 4593.56 I O O O O O O (VERIFY w/ EQUIPMENT O j MANUFACTURE) TYPICAL PIPE SUPPORT m N.T.S. 01 oROJECT NO `1 0 NOTES: 0417,041 1 DIFFUSER NAMED SUPPER UT AND THDE�SPECIFAILS FIICATIONS,TYPICAL OF THE 1st cl WATER_PURGE SYSTEM (TYP 4 LOCATIONS) �2� TYPICAL DIFFUSER & PIPING DETAILS r4� 'HEFT NUMBER o -0" 4-M-3 4-M-3 2. DOUBLE ASTERISK '• INDICATES EQUIPMENT SUPPLIED BY 13 ,NUMBER SCALE: 1/4" = I THE EQUIPMENT MANUFACTURER FOR INSTALLATION BY THE CONTRACTOR. 4_M—4 mom 3m�s w U N2W� VZ — — EXISTING Z�P TRANSDUCERS, TIT = y SEE NOTE 2 BLR-TIT-01 PIT ,S BL T-01 EXISTING VENTURI r FLOW METER 1 EXISTING ALP t 71 , fff/II `�L i0 BIOREACTORS � w �,�u1 LE: -LEI E U m I I I I I I EXISTING TS I 75 15 I ENGINE --- --- --- EXISTING HOIST 'n 1 GENERATOR TS I TS TS I MONORAIL z L TS-0 I BLR-T3-0 I BLR-TS-O I o 3 a o INm � � 0 I I I — EXISTING EXISTING EXISTING K - BLOWER BLOWER BLOWER w No. 1 No. 2 No. 3 a �, i NEW LCP-300 w = A _ EXISTING B" PIPE gg PHOTO A,1- I CJ TS EI N R SEE DWG 4-M-6 EXISTING 2" WATER (PVC), RELOCATE TO CEILING INSIDE OF 4" PVC CARRIER - PIPE. SEE DWG 4-M-6. j II s NOTES: 1. INSTALL TEMPERATURE SWITCHES IN PIPE SHOWN BETWEEN BLOWER OUTLET AND FLEX COUPLING 2 REMOVE EXISTING DIFFERENTIAL PRESSURE (&P) TRANSDUCERS AND SALVAGE TO THE OWNER. INSTALL NEW BLR-FIT-01 IN SAME LOCATION, USE EXISTING AIR TUBING THAT IS CONNECTED TO EXISTING VENTURI FLOW METER o m po m 3. BLR-TIT-01 h BlR-PIT-01 ARE TO BE INSTALLED OUTDOORS IN EXISTING OVERHEAD AIR PIPE, WALKWAY ACCESSIBLE- m o�o < rcL. Jkli 4. TWO (2) BLOWERS MUST BE AVAILABLE FOR OPERATION AT ALL TIMES DURING CONSTRUCTION. Q Z BLOWER ROOM PLAN VIEW z SCALE: 1/4" = 1'-0" O to H Q Z r w Li p > w O > Ir J IL Q � 7 w Z Y Q EXISTING 14" Q Z o ALP (STEEL) NOTE 1 NOTE 1 NOTE 1 i BLR-FCV-01 LR-FCV-O LR-FCV-O ~ p Z Z w Q ETS—7E.IST�Nl� E Q J 3 r/EXISTING) EXISTING c9BLOWER ) BL No. I / \ IN 2 � O FIT w W Q IY o BLR-FIT-01 (WALL MOUNT) w w I ` - - - — - LO 3 O Q m NOTES: w 1. REMOVE EXISTING 14" MANUAL BUTTERFLY VALVES. INSTALL NEW 14" BUTTERFLY VALVES N O W/ ELECTRIC ACTUATORS IN SAME LOCATION. MODIFY FLANGE LOCATION IF NEEDED TO FIT m NEW VALVES. PROJECT N0. �� 041 7 041 BLOB ROOM S /TION A 1 - NL N�MBEN 17 SCALE. I/4" — I —0 — DRAWING NUMBER 4-M-5 3 00 U 2 am2� j- Q _QNZ �O I6s .00 z w o ' o m V r O ZQ _ .>7 PRO�`� m w c� i a rn � c� i z � 3 o - INSTALL LCP-300 HERE REROUTED 2" WATER PIIPE THROUGH SCEW PHOTO A & RECONNECTED TO PIPES OM N.T.S. BELOW FLOOR & IN BLOWER TOP PL. 6"xY." STEEL 3�/2" ROOM z 3Y2" z i` z � _ z ?Na i H 1" STITCH WELD 12" O.C. TYPICAL _w- \\ TS, 4%15"YA" STEEL BOTH SIDES OF JAMB AND HEAD EXISTING W RS 6"xYi" PLATE TUBULAR STEEL, WALL � 6"x4"A" 7s" PLATE c+ 24"x24" SAFETY EXISTING E%I W NL A Iy2" WIRE CLASS WATER PIPE _- _�_ NOTE 3� PL, 6"YA" STEEL \ �T i IFS P DOOR SCHEDULER SCHEDI LESCHEDULE c 1. SOLID CORE, INSULATED DOOR, 18 GAUGE FILL SPACE w/ FIBERGLASS LJ HINGE Q INSULATION SEAMLESS GA60 OR A60 GALVANIZED STEEL. " ANCHJ.R SIDE 3'-0"x6'-8" DOOR ANSI/SDI100, 112. MANUFACTURES SHALL BE 80LT. S ��CAULK w/ CLOSER AMWELD BUILDING PRODUCTS, CECO DOOR NOTE ?: O PRODUCTS, KEWANEE CORPORATION OR STEEL - CAULK JAMB J �, m -r o ao & HEAD 16 PLATE. FASTEN m - w2, HINGES SHALL BE STAINLESS STEEL, 3 PER w/16 GAUGE STEEL TACK WELDS(NOTE 1) m m o d > DOOR. MANUFACTURES SHALL BE: HAGER 1191 o u DOOR FRAME 1" } g o o m SERIES, STANLEY 191 SERIES, McKINNEY TB ANCHOR BOLT. ANCHOR 2314 SERIES. SEE NOTE 2 HOLT (TIP) 3. LOCKS SHALL BE STAINLESS STEEL. � MANUFACTURES SHALL BE: YALE 5500 SERIES, Ya" BASE PLATE Z I-m CORBIN/RUSSWIN CL 3400 SERIES. SCHLAGE D C RHODES . 0 Z SS SERIES r O 4. CLOSERS SHALL BE STAINLESS STEEL. NOTES: N NEOPRENE MANUFACTURES SHALL BE: YALE 4400 55 ~ l SERIES. LCN 4010 SERIES. SRI NORTON 780 1. CUT HOLE FOR PASSAGE OF EXISTING WATER PIPE. REMOVE BURRS AND ROUND SWEEP 0 OFF SHARP EDGES. CAULK AROUND PIPE. PROVIDE PIPE OFFSETS. FITTINGS AND W (l SERIES. HANGERS AS NEEDED. w J II _. -- -I- t 2. ANCHOR BOLTS, ADHESIVE TYPE AS SPECIFIED. w 3. WELD TYPICAL FOR TUBULAR STEEL TO BASE PLATE AND TUBULAR STEEL TO TOP a- m -F w PLATE. H J NOTES: 1. PAINT EXPOSED AND CONCEALED SURFACES OF STEEL PLATE (PL), TUBE STEEL ITS). DOOR FRAME PLAN & DETAIL 0 J WELDS AND DOOR FRAME w/ SYSTEM No. 5 PER SECTION 09900 PAINTING - -- SCALE: 3"-1' 0" Y 2, PREPARE AND PAINT GALVANIZED DOOR w/ SYSTEM No. 10 AND SYSTEM No. 5 PER ~ Q SECTION 09900 PAINTING. w 0 m z 3, COLOR TO MATCH EXISTING DOORS- w O o O 4, SEE DETAIL D uj - n I a 3 INSULATED METAL DOOR (A\ W a SCALE: 1"=1'-0" N Q 3 Z `o Q f 2 w N o O U m V O PROJECT p 0417041 a SHEEI NUMBER / 18 n DRAWING NUMBER a 4-M-6 3 m�g J�Z �W33 Z` 0 SHEET INDEX SHEET INDEX WN= �o SHEET NO. DRAWING NO. TITLE SHEET NO. DRAWING NO. TITLE ' l.w c ¢2 GROUP 1 - GENERAL GROUP 7 - ELECTRICAL 1 1-G-1 INDEX TO DRAWINGS 57 7-E-1 SCADA COMMUNICATION SITE PLAN, ELECTRICAL & CONTROL CONDUIT DETAILS 2 1-G-2 MISCELLANEOUS LEGENDS AND NOTES FOR HEADWORKS & GRAVITY THICKENER 3 1-G-3 THRUST BLOCK DETAILS AND STANDARD ABBREVIATIONS 58 7-E-2 ELECTRICAL & CONTROL CONDUIT DETAILS FOR BLOWER BUILDING, g z min LIFT STATIONS 1, 2 AND DAF 4 1-G-4 GENERAL STRUCTURAL NOTES 5 1-G-5 ELECTRICAL LEGEND AND ABBREVIATIONS 59 7-E-3 ELECTRICAL & CONTROL CONDUIT DETAILS FOR DIGESTER-CONTROL BUILDING AND LIFT STATION N0. 3 6 1-G-6 PROCESS AND INSTRUMENTATION LEGENDS AND NOTES 60 7-E-4 CONDUIT AND MCC SCHEDULES 61 7-E-5 MCC DETAILS S GROUP 2 - SITE WORK 7 2-C-1 GENERAL SITE PLAN GROUP 8 - STANDARD DETAILS 8 2-C-2 NEW SECONDARY CLARIFIER SITE PLAN 62 8-D-1 STANDARD DETAILS 9 2-C-3 EXISTING DIVERSION STRUCTURES SLIDE GATE REPLACEMENT 63 8-D-2 STANDARD DETAILS 10 2-C-4 COMMINUTOR DEMOLITION PLAN & SECTIONS 64 8-D-3 STANDARD DETAILS 65 8-D-4 STANDARD DETAILS 2 0 66 8-D-5 STANDARD DETAILS GROUP 3 - PRETREATMENI BUILDING 67 8-D-6 STANDARD DETAILS 11 3-M-1 PRETREATMENT BUILDING BAR SCREEN DEMOLITION PLAN 68 8-D-7 STANDARD DETAILS 12 3-M-2 PRETREATMENT BUILDING MODIFICATIONS PLAN 69 B-D-8 STANDARD DETAILS 70 B-D-9 STANDARD DETAILS w��d 71 8-D-10 STANDARD DETAILS GROUP 4 - AERATION SYSTEM 72 8-D-11 STANDARD DETAILS W rc 13 4-M-1 BIOREACTOR BASIN DEMOLITION PLAN N -2 w 14 4-M-2 BIORFACTOR BASIN DEMOLITION SECTIONS AND DETAILS GROUP 9 - ROOFING "IL I� 15 4-M-3 BIOREACTOR BASIN CONSTRUCTION PLAN O W s- 16 4-M-4 BIOREACTOR BASIN AERATION SYSTEM SECTIONS AND DETAILS 73 9-A-1 ROOFING SITE PLAN 17 4-M-5 BLOWER ROOM PLAN AND INTAKE VALVE DETAILS 74 9-A-2 ROOF PLANS 18 4-M-6 BLOWER ROOM INTAKE VALVE DETAILS 75 9-A-3 ROOF PLANS 19 4-M-7 BIOREACTOR BASIN AERATION SYSTEM DETAILS 76 9-A-4 ROOF DETAILS s 4 ESF5 GROUP 5 - NEW SECONDARY CLARIFIER AND LIFT STATION LEFT, 20 5-S-1 SECONDARY CLARIFIER STRUCTURAL FOUNDATION PLAN 21 5-S-2 SECONDARY CLARIFIER STRUCTURAL TOP PLAN 22 5-SM-3 SECONDARY CLARIFIER STRUCTURAL SECTIONS AND DETAILS 23 5-S-4 SECONDARY CLARIFIER STRUCTURAL SECTIONS AND DETAILS 24 5-M-5 SECONDARY CLARIFIER MECHANICAL PLAN 25 5-M-6 SECONDARY CLARIFIER COMPOSITE MECHANICAL SECTION T = _ 26 5-M-7 SECONDARY CLARIFIER MECHANICAL DETAILS 27 5-M-8 SECONDARY CLARIFIER MECHANICAL DETAILS m m ago 3 0 28 5-M-9 EXISTING LIFT STATION NO. 2 DEMOLITION AND IMPROVEMENTS PLAN $ mo a GROUP 6 - SCADA a r- 29 6-1-1 P&ID PRETREATMENT BUILDING AND CLARIFIERS Z 30 6-1-2 P&ID SECONDARY LIFT STATION AND BIOREACTORS to � 31 6-1-3 P&ID SECONDARY CLARIFIERS AND CHLORINE CONTACT BASIN z 32 6-1-4 P&ID BLOWER BUILDING AND SECONDARY LIFT STATION E 33 6-1-5 P&ID LIFT STATION NO. 2 AND FLOTATION THICKENER BUILDING 34 6-1-6 P&ID GRAVITY THICKENER BUILDING 0 a 35 6-1-7 P&ID LIFT STATION NO. 1 36 6-1-8 P&ID NEW LCP 800 & EXISTING INSTRUMENTS DIGESTER BUILDING Ln 37 6-1-9 P&ID BOILER SYSTEM AND WASTE GAS BURNER m � z 6-1-1D RESERVED a 3 38 6-1-11 CONTROL SYSTEM NETWORK a d m in 39 6-1-12 LCP 300 - CONTROL PANEL BLOWER BUILDING 40 6-1-13 LCP 500 - CONTROL PANEL DAFT BUILDING ~ z 0 41 6-1-14 LCP 200 - CONTROL PANEL THICKENING BUILDING w ~ 42 6-1-15 LCP 100 & LCP 800 LAYOUT AND WIRING DETAILS ~a w,, w' a "2 43 6-1-16 TYPICAL TERMINAL STRIP WIRING DETAILS Cr_ 44 6-1-17 TYPICAL CONTROL PANEL WIRING DETAILS 11 45 6-1-18 LCP 001, 400, 600, 700 AND SCADA RACK LAYOUT DETAILS 46 6-1-19 TYPICAL PLC INPUT/OUTPUT GROUNDING DETAILS a 47 6-1-20 SLUDGE BLANKET LEVEL MOUNTING DETAILS 3 w n 48 6-1-21 BIP PANEL DETAILS ~ 0 49 6-1-22 INSTRUMENTATION CONDUIT & WIRING DETAILS AND CONTROL SCHEMATICS a 3 z 50 6-1-23 MISCELLANEOUS DETAILS 51 6-1-24 D.O. ANALYZER DETAILS 0 52 6-I-25 DAFT BUILDING DEMOLITION PLAN AND DETAILS w U 0 D m 53 6-1-26 GRAVITY THICKENER PUMP STATION, LIFT STA. NO. 1 AND LIFT STA. NO. 3 MODIFICATIONS 54 6-1-27 BLOWER BUILDING AND SECONDARY LIFT STATION MODIFICATIONS PROJECT NO. 0417.041 55 6-1-28 CONTROL ROOM MODIFICATIONS 0 SHEET NUMBER 56 6-1-29 DIGESTER BUILDING INSTRUMENTS n a DRAWING NVMBFR O 1 —G-1 mom �Ywp �U �JO r 1'-V330 �1"-V330 a W�� $Ou // 15525 SST (TYP) CUT de BAND 2" p � Ma HOLE IN GRATING T.O.W. ELEV. 4616.31 __ -- _-- -- _- _-- _ -- T.O.W. ELEV. 4616.31 ,.,•' a33NM-Y 1BLOW OFF PIPE 6-1 wa1" BLOW OFF PIPE (SCHEDULE 80 PVC)ROOTING MAY VARY, -R, - (SCHEDULE 80 PVC) 1 Jl SEE DWG 4-M-3 OPEN END OPEN END -a fr PROFS.''• ELEV. 4615.31 4 ELEV. 4615.31 NEW 4" PERFORATED - STINGER, SEE DIFFUSER PIPE DETAIL® m EXISTING AIR PIPES - w ELEV. VARIES I ELEV. 4613.10 - EAST/WEST CHANNEL O 4612.90 TO 4613.10 \- ELEV. 4613.06 - NORTH/SOUTH CHANN \ z G NEW 6" PERFORATED DIFFUSER PIPE 1 INLET CHANNEL BLOW OFF (TYP OF 3) CROSS CHANNEL BLOW OFF (TYP OF 3) BLOW OFF DETAIL 8 SCALE: 3'i"=, -D' 4-M-3 M 4w$ R . 4" AND 6' PVC PERFORATED a��5 T.O.W. ELEV. 4616.31 DIFFUSER PIPE, HOLES POINTED P2024-70" SERIES CLAMP, DOWN. WRAP PIPE w/Ya' BUNA-N AT STAINLESS STEEL (TYPE 316) P ` NEW PVC AIR----- EACH SUPPORT - PIPE (TYP) REPLACE SST TO PVC TRANSITION lop OF PIPE " AND 6" PVC PERFORATED COUPLING, VERIFY LOCATION (TYP. P1000•, STAINLESS STEEL STAINLESS STEEL ALL AIR DROP PIPES FUSER (SCHEDULE 40 PVC) (TYPE 316) EPDXY ANCHOR 5'-6" WIDE CHANNEL, a e ELEV. 4613.10 0�4 DRILL Y4" HOLES 12' O.0 CINCH NUT INSIDE m o _ EACH SIDE, STAGGER 6-. .. o .2 DE-BURR INSIDE AND OUTSIDE EACH HOLE LEVELING NUT } o E%ISTING 6" PVC PERFORATED s5• AS i DIFFUSER PIPE (SEE NOTE 1) u $ {1 J IsOTTOM ELEV. 4610.06 j'J Z -� PVC PERFORATED DIFFUSER DETAIL 0 Z O SCALE: 3"=1'-0" - NOTES: 1. ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL. V) f tit Z J 2. DIFFUSER SHALL BE LEVEL *.Xa" OVER FULL LENGTH. w w I' 3. ASTERISK (•) DESIGNATES UNISTRUT MODEL No. > 14 O NOTES: d w 1, REMOVE DIFFUSER PIPE AND PIPE SUPPORTS. REPLACE w/ NEW PVC E ~' PERFORATED DIFFUSER PIPES AND STAINLESS STEEL PIPE SUPPORTS �� — r IN THE SAME LOCATION. SEE PIPE SUPPORT DETAIL Q PIPE Sl1PPORT DETAIL ! 3 1 Z `" SEE DIFFUSER PIPE DETAIL _ Q Z SCALE: 3"=1'-0" - J O Cl � 2REPLACE PPE PVC PIPE UP TO TRANSITION TO EXISTING STAINLESS 1' BLOW OFF PIPE F- < STEEL I Z w ELEV. 4593.56� Q ~ Z I 2"x1" BUSHING----- w - cr Q � m Er -- STINGER O Q � � a CAP ch SECTION Z SCALE:1¢" = V-0" 4-M-3 Q w N 4'x4"x2" TEE 30• BEVEL CUT m OR 6"x6"x2" TEE PROJECT NO 0417 041 STINGER DETAIL �4� SHEET NUMBER 19 SCALE: 3=1'—O" DRAWING NUMBER 4-M-7 mom amida � ,., K,v CONC. SLAB-ON-GRADE & CLARIFIER GROUT �� o - TOPPING. SEE 5-S-4 I - SEE FDN./WALL SECTIONS FOR 4 REINFORCING 0 WALL FOOTING a CNOT SHOWN FOR CLARITY) y 2 WALL CONSTRUCTION JOINT LOCATION. TYP. OF 4, SEE 3410A - 3'�• \ 0 / \ \ FOR SLAB POUR / / \ SEQUENCE, SEE SLAB AND FOOTING NOTE 4 / / CONSTRUCTION JOINT LOCATION (CJ), SEE SEE NOTE 4 F4- r NOTE 1/ / U s-, SIOa \ \ 14 (TYP.) \ ►y-. '§ ryv 5'SM 3 &mt < g ws NAPE 1. + CLARIFIER MECHANISM SUPPORT h SLUDGE 5 Ss / HOPPER, SEE CL SYMMETRIC N 5-M-7 v O o m 1 W qq a 4 N Y ®a Z v, a H Z z z a \ W O J ;E 2 w M5 RADIAL BARS, (180 LINES) AS - \'� > Z INDICATED (APPROX. 1'-0- SPA. 0 _O ® OUTER CIRCUMFERENCE) a < � a CL OF WALE- — 0 Z WAY ABOVE t- z O Q #5 0 12" O.0 Q_ � CIRCUMFERENTIAL BARS Q Z � N / WALL REINF. ® U INTERSECTION ro P AIL Q 3307 TYP. w 'o Ln z P � � o CLARIFIER EFFLUENT 4 BOX, SEE Q in .. 5-M-8 3 Q o a r 1. MECHANICAL PIPING/EOUIPMENT NOT SHOWN FOR CLARITY, SEE SHEET 5-M-5 FOR o LOCATIONS OF OPENINGS FOR ALL MECHANICAL UNITS, PIPING, ETC, S` Q 2 2. THE CONTRACTOR SHALL DESIGN AND CONSTRUCT THE EXCAVATION AND DESIGN w Q O U AND INSTALL SHORING TO PREVENT DAMAGE TO ADJACENT STRUCTURES. PIPING Iv w o AND ROADWAYS. ANY DAMAGE TO ADJACENT STRUCTURES, PIPING AND ROADWAYS O w V) C' SHALL BE REPAIRED BY' THE CONTRACTOR AT HIS OWN EXPENSE, THE CONTRACTOR CL CLARIFIER m N EFFLUENT BO% O o SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION OR CONSTRUCTION m `o AND MAINTENANCE OF EXCAVATION SLOPES AND SHORING SYSTEMS. O WALL REINF ® PROJECT NO. e 3. CONTRACTOR SHALL DEWATER THE EXCAVATION AS REQUIRED AND AS SPECIFIED. O O �T tir CORNER 0417041 4. FOUNDATION SLAB/FOOTING SHALL BE POURED IN 2 (MIN.) SEPEPATE POURS. WITH _ PAIL 33U7 SHED NUMBER + SEQUENCING AS SHOWN. ALLOW 10 MINIMUM DAYS CURING BETWEEN POURS 1 & 2. OO I —1 20 AT THE SLAB CONSTRUCTION JOINT, PROVIDE 16"x16" THICKENED EDGE OF SLAB EACH `�— DRAWING NUMBER SIDE OF THE JOINT TO ALLOW ALIGNMENT OF WATERSTOP WITH FOOTING WATERSTOP. POUR SEOUEN� CLARIFIER STRUCTURAL FOUNDATION PLAN - -- SCALE: t 4 = I-O -5-1 Wo viiw� Ni 00 ----------------- - LLOyNZ OU WU�V ja N W O LAUNDER SLAB CONSTRUCTION JOINT (CJ), SEE 3410A , m TYP. OF 4 3 WALL CONSTRUCTION JOINT LOCATION (CJ)• SEE 3410A TYP, OF 4 v o �+ u s V 0 O 2 TYP. 5-SM_3 o U pY�g \_ CL SYMMETRIC CLARIF*P MECHANISM SUPPORT o k SLUDGE*QPPER BELOW, 7 o Z ; o SEE Q1 � � � rl J-� woo N 3 @ S m G \ Q \ NOTE 4 (n Q ~ \ CLARIFIER BRIDGE. SEE w Z SHEETS 5-M-5, 5-M-6 O :E :F Z w Q > J a d CL O ~ J ALUM. STAIRS & LANDING Z Q SLAB SEE SHEETS 5-M-5. Q 5-M-6 a � U Z � w � \o CJ L/)r-- N Q 'yT g WALL REINF 0 w c1c uJ W , INTERSECTION P AIL i -� �� 3307 TYP. Q 3 U N NOTE 1 P�N CLARIFIER Ef LUENT 3 I (TYP) - BOX, SEE 1 w > 5-M-E Q 3 z o a ( CL SCUM Z U w �� PUMP STATION :E Z In u - w Q NOTES N il 1. MECHANICAL PIPING/EOUIPMENT NOT SHOWN FOR CLARIT), SEE MECHANICAL FOR r m w u LOCATIONS OF OPENINGS FOR ALL MECHANICAL UNITS, PIPING, ETC. .00 N J a 2. THE CONTRACTOR SHALL DESIGN AND CONSTRUCT THE EXCAVATION AND DESIGN WALL REINF 0 CUR R AND INSTALL SHORING TO PREVENT DAMAGE TO ADJACENT STRUCTURES, PIPING DETAIL 3307 , i PROJECT NO. AND ROADWAYS. ANY DAMAGE TO ADJACENT STRUCTURES, PIPING AND ROADWAYS TYP osn.psl y SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN. INSTALLATION OR CONSTRUCTION SHEET NUMBER n AND MAINTENANCE OF EXCAVATION SLOPES AND SHORING SYSTEMS. 2' DRAWING NUMBER 3. CONTRACTOR SHALL DEWATER THE EXCAVATION AS REQUIRED AND AS SPECIFIED. CLARIFIER STRUCTURAL TOP PLAN T `� 4. COORDINATE CLARIFIER BRIDGE ANCHORAGE WITH CLARIFIER MECHANISM MANUFACTURER. SCALE- I 4 = 1'-0- 5— —ti mooz V_0" 3'-0" 1'-G" 65'-0" DIA. 2'-0 2'-6" a Wi` (MIN.) (MIN.) TOP OF 4'-0 W x 1'-6"H HOLE THROUGH IR TOP OF WALL ELEV. 4611.33 WALL, SEE�FOR BAR BACK (NOT SHOWN) AS REO'D. B1 u 0 5-M-8 CLARIFIER MECHANISM _ N. sY 1•_p^ g'_p" 1'_0" MFR.. 3'-0" MIN_ �,�„ 2_0.. 8" i 05 VERTS O 8" O.C., EA. FACE, UPPED TO DOWEL ON I,F. Ln TOP OF LAUNDER OPNG. I WALL ELEV_ 4609.44 / ry TOP OF CONCRETE ELEV. �d33N to rr�� D VARIES AROUND 3 SIDES OF STRUCTURE 24" INSIDE DIA. CURIRER� REINF. I INFLUENT COLUMN. •' a "� #5 ® 12" O.C.N 33E5 V-NOTCH WEIR & CONCRETE FILL 1/2" PREMOLDED JOINT \ SCUM BAFFLE, SEE� 4'-0" SIDEWALK FILLER, CONT. - ,� _= 5-M-8 \ TOP OF GROUT ELEV. 4595,03 LAUNDER DROP �(SIM.). FOR SUB-ON-GRADE, SEE 2301 SECTION ELEV. 4606.94 5-5-4 20(SIM.). TOP OF CONC. PIER SEE DETAIL(�, 1VP_ 5-5-4 ELEV. 4594.86 5-S-4 FINAL GRADE ELEV. 4606.St VARIES c� �a 2" TOPPING GROUT m OPNG. I � m REINF, m $5 O 9" O.0 HORIZ., TYP. SEE ELEV. 4605.25 ® M5 ll_" O.C. HORIZ., m EA. FACE, TYP. 4" WAS- 1'-8" 1'-6" 1'-6" SEE�FOR TYP. SEEP RING, SEE 15605 pPNG- REINF \ram 3305 CLARIFIER CENTER PIER EXPANSION 24" ELBOW MJ LAUNDER SLAB/WALL I REINFORCING J 24" ML JOINT. SEE DETAIL 03 1'-0" v r* 5-S-4 4 LAUNDER FLOOR ELEV. 4607,94 '� 4" TYP 2 CONCRETE ENCASEMENT a PER 3014 ) a 24" ME LIE=4591 73 � ELEVATION 4603.48 ELEV. 4591.23 FOR TYP_ WALL REINF a 2 SEE DETAIL I °z 24" PExMJ D.I. WALL PIPE, ---------- ----- . LE.=4601.75, SEE 15601 ELEVATION 4601.75 6" WATERSTOP PER 12" DEW DETAIL 3411 . TYP. -- - - -- - - - ----- INSTALLED FILTER FABRIC CONCRETE FILL L 12" RAS N5 O 12' O.C., 4" WAS COMPACTED DRAIN Pi NS DOWELS O 12" O.C., GRAVEL STRUCT. FILL LE=4591.73 EA. WAY, T & B OPEN END u EA FACE, TYP. EL 4592J3 TO UNDISTURBED TOP OF GROUT ELEV. 4597.61 EARTH, 8" MIN. Wq=„ tG" 2" TOPPING 93 TYP. TOP OF SUB ELEV. 4597.44 GROUT NOTES: TOP OF FTG. 12 i. DOUBLE ASTERISK •• DESIGNATESIL ELEV. 4597.44 1 Z Z 6 SECTION ( tS \ ITEMS SUPPLIED WITH THE CLARIFIER E .' SCALE: 1/2" = 1'-0" EQUIPMENT, TO BE INSTALLED BY THE we R r 5-5-1 CONTRACTOR. _ cj-M-7 2. SEE SHEEP 5-M-7 FOR PUN VIEW DIMENSIONS. n DOWELS O 9" O.C., EA. FACE, TYP. �� _ 1 O" AVER �O1 � FOR TYP. WALL CONST. i\ (�--�I JUINT, SEE 3400 (TYP. \ COMPACTED DRAIN GRAVEL TOP OF WALL ELEV. 4611.33 I v-NOTCH WEIR & O MATERIAL TO UNDISTURBED SCUM BAFFLE, SEE � USE 6" W.S. PER 3411 i - FOR SUB-ON-GRADE, n(� EDGE OF FTG. EARTH, 18" MIN 5 M-B IL IN BEYOND SEE DETAIL 5-S-4 (2) ADD'L J6 O TOP OF WALL NS O 9" O.C. HORIZ.. EA_ FACE, UP 2'-0" 8^ 2'-fi" O.C. (MIN.), STAGGERED TOP OF LAUNDER p5 1 O 12" O.C. WALL ELEV. 4609.44 � Z O CLARIFIER EFFLUENT BOX SECTION �b4 L® 12" O.C., U. FACE a ry o SCALE: 1/2" = 1'-0" 5—S-1 ps �� a 1z" Q.C. .11 N �� ' n ago 5-S-2 1/2" PREMOLDED JOINT 5—M-8 FILLER, CUNT. FINAL GRADE ELEV. 4606.5t VARIES LAUNDER FLR 2'-6" 2'-6•' ELEV. 4607.94 Q Z ROUGHEN JOINT TO 1/4" AMPLITUDE Q 24" INSIDE DIA, CLARIFIER ASCLRAE �.R9Y #5 O 9" O.C. LONG.. T & 8 Z INFLUENT COLUMN '• O MFR •• >y5 ® 8" O.C. VERT. I/ v- 4'-0" SIDEWALK O B" O.C. VERT. Z w SEE 2301 V_0" 24" DIA. WSTL PIPE. A6 O 12" O.C. HORIZ., LAP 2'-6" (MIN.), w '� ` 2" CLR. STAGGER SPLICES p r 2 (SIM.). EA. SIDE O � 5-S-4 TOP OF GROUT ELEV 4595.03 cr Z FOR SUB-ON-GRADE,- l To PROVIDE ADD'L H6 BARS O 12" O.C., CI_ TOP OF CONC. PIER ELEV. 4594.86 #5 I DOWELS O 8" O.C. BOTTOM 3'-0" OF WALL FOR 6" O.C. TOTAL 0 SEE DETAIL 0, TYP b V1 5-S-4 r 2" TOPPING GROUT Z FOR TYP. WALL BASE 'n Z O I DOWELS O 8" O.C. Q p CONST., SEE 3400 �5 -„ J U 'o (6) #5 CONT. CIRCUM. BARS, i & 8, N z CONCRETE ENCASEMENT. SEE 30t4 LAP 2'-6" (MIN.), STAGGER SPLICES 8�W ATL RSTOP PER DETAIL 3411 Z w p5 S 12" O.C. HORIZ.. N TOP OF GROUT ELEV. 4597.61 t._ SEEP RING, SEE 15605 c� MIN. -2" TOPPING C N U. FACE, TYF.� TOP OF SLAB ELEV. 4597.44 GROUT wOf it TOP OF FTG. 12 Q ELEV 4597.44 1 ~ CJ g 4" I.E.=4591 73 v TYP, w i ELEV. 4591.23 11 _ Q Q 24" ME Z a ? O a w — fN Z r N5 O 12" U.C., TRANS. 6'-0" 2. 6'. UP Q c = FOR SUB-ON-GRADE. w o a5 DOWELS O 12" O.C.,JCOMPACTED IMPORTED ENGINEERED �AHPENiG COMPACTED DRAIN GRAVEL SEE DETAIL 0 N EA. FACE, 1VP. O a 4 STRUCTURAL FILL TO UNDISTURBED MATERIAL TO UNDISTURBED 5-S-4 u EARTH, 8" MIN, 24" DIA, WSTL PIPE m EARTH, 18" MIN PRUECT NO a NOTESa1 1 1. DOUBLE ASTERISK '• DESIGNATES SHED NUMBER n ITEMS SUPPLIED WITH THE CLARIFIER �� P2 e SECTION ION I y 1 EQUIPMENT, TO BE INSTALLED BY THE TYPICAL WALL SECTION / U 1 j SCALE: 1/2" = l'-0" CONTRACTOR. DRAWING,NUMBER 5—S-1 2. SEE SHEET 5-M-7 FOR PLAN SCALE: 1/2" = V-0" 5—S-1 N VIEW 5—S-2 5-S M-3 5—M-7 nIMFNCIr1NG 30 m00 a U� Y �JO W V 6 U' �U > NQ?& Z< ZW • PER CLARIFIER MECHANISM MFR. CONC. PLACEMENT 'Q 3= J' SEQUENCE PER 1" DIA. x 22" LONG (MIN.) w/ 5" DETAIL 3407A .y PROJECTION, 316 SST ANCHOR BOLTS w/ 24" INSIDE DIAMETER FUSION BONDED EPDXY COATING AS POURED JOINT FILLER, '4 _ INFLUENT COLUMN •• SPECIFIED. NUMBER AND SPACING AS ,� PER(3407A REQUIRED BY MANUFACTURER (8 MIN.). ^ SEE 2" CLARIFIER SLAB 6" SLAB W/REINF. PLACED _ GROUT TOPPING IN SLAB AS SHOWN, SEE 6" PLASTIC WATERSTOP. (ELEVATION VARIES) NON-SHRINK GROUT PER L DWG. 5-5-1 FOR SIZE, 3411 ORIENTATION & SPACING (2)NS HOOPS (2)N5 HOOPS SLR 2" GROUT 3 W/ 2-0" LAP TOP Of CONCRETE ELEVATION 4594.86 W/ 2'-0" LAP 6" CONC. SLAB 2" GROUT i i_ • 1 - - 2 u `2 LAYERS OF 30 LB. - u7ol 24" DIA. WSTL PIPE ! CONC. PLACEMENT ROOFING FELT AS SPECIFIED IN SEQUENCE PER 'T 3'•"x 4" PREMOLDED NOTES: _ SECTION 15001 D DETAIL 3407A 4 it I U-BARS ® JOINT FILLER 1. TYPICAL AT BASE SLAB 0f.. 12" O.C., ALL SIDES INTERSECTION WITH CENTER • OF INFLUENT COL. PIER. SEE� )4 (2) N50 LO. WALL 2. JOINT AT CLARIFIER WALL TO � SLAB, WHERE REQUIRED, SHALL BE SIMILAR, SEE z u COMPACTED DRAIN GRAVEL MATERIAL TO 6" TYPICAL CLARIFIER WALL UNDISTURBED EARTH, 18" MIN. PLACE A ?n 0 II n 4„ U-BARS ® (2 5� TOP OF WALL SECTION. MINIMUM OF TWO LIFTS AND COMPACT AS � SPECIFIED ON SHL 1-G-4. 12" EC.. ALL SIDES W OF INFLUENT COL. DOUBLE BLE ASTERISK •• DESIGNATES ITEMS SUPPLIED WITH THE CLARIFIER EQUIPMENT, TO BE INSTALLED BY THE CONTRACTOR. �w9 s CLARIFIER SLAB ON GRADE �� INFLUENT COLUMN ANCHOR DETAIL �� CLARIFIER CENTER PIER EXP. JOINT DETAIL � SCALE: 1" = 1'-0" SCALE' 1" 1'-0' SCALE. 1" = 1'-0" �-+ 5-5-1 S-SM-3 5-SM-3 5-SM-3LT � ads r Z 3 �i o Y � ry <2O o � O 4 a m3 a Z V) a J H Q Z O w L/1 c:I H TOP OF LAUNDER WALL ELEV. 4609,44 W m Z (WEIR PLATE NOT SHOWN) L'' Q > O Z � O 1. 0" 4. 0" 1.-0" 11 — f � 4 ALIGNED W EFFLUENT BOX) '9M1 ( / TYP LAUNDER REINF, SEE W N 6 TYP. WALL SECTION D Z LAP. TYP. 5_SM_3 Q Q d � Z U • - W � LAUNDER DROP SECTION ELEV. 4606,94 < V) Q (/l Elf o � _w - ly W W EY G J 3 U w #5 DOWELS, SEE TYP. WALL LA Ln r SECTION, DWG. 5-S-3 A� . LONG <LONGITUDINAL BARS ® 9" O.C.,P TO TYP. LONG. BARS Q 3 Z 0 Q Z � o LJ U N W O N m PRO.IECT NO 0417.041 LAUNDER DROP SECTION �� SRE' NUMCfLR SCALE I" = 1'-O' 5—S—2 23 ;DRAWING NUMBER5-M-85-SM-3 —S-4 CLARIFIER MECHANICAL PLAN NOTES mom i 1. THE SYMBOL •• DENOTES EQUIPMENT TO BE SUPPLIED BY THEm ; CLARIFIER MECHANISM MANUFACTURER AND TO BE INSTALLED BY zwa� N 0 THE CONTRACTOR. - - - -- - - -- - - - - a < 30 - --- I 2. THE CONTRACTOR SHALL DESIGN AND CONSTRUCT THE EXCAVATION � a s`� AND DESIGN AND INSTALL SHORING TO PREVENT DAMAGE TO ADJACENT RrsiILL.ED 45 O OE EXISTING 36" DRAIN J STRUCTURES. PIPING AND ROADWAYS. ANY DAMAGE TO ADJACENT _ 00 CONCRETE SUPPORT STRUCTURES. PIPING AND ROADWAYS SHALL BE REPAIRED BY THE _ SAD UNDER EXtsi. I CONTRACTOR AT HIS OWN EXPENSE THE CONTRACTOR SHALL BE __ 36'AC PIPE LM IN I SOLELY RESPONSIBLE FOR THE DESIGN. INSTALLATION OR CONSTRUCTION ^£�" a33N��°•� PLACE I AND MAINTENANCE OF EXCAVATION SLOPES AND SHORING SYSTEMS... \ 6" SO, SEE (TYP.) \� 3. CONTRACTOR SHALL DEWATER THE EXCAVATION AS REQUIRED AND AS = oy a Na g SPECIFIED. 4. EXCAVATE AND VERIFY EXISTING PIPE MATERIAL. SIZE. LOCATION AND�j \\ (HIGH POINT) 65'-0' ELEVATION. THE INFORMATION SHOWN COMES FROM RECORD DRAWINGS. .. ..... BUT MUST BE VERIFIED. ADJUSTMENTS TO THE ALIGNMENT AND LOCATION OF THE NEW PIPING MAY BE NEEDED. PROVIDE ALL PIPE COUPLINGS AND m FITTINGS NEEDED TO INSTALL THE CLARIFIER IN THE ORIENTATION SHOWN. m m 5. UNDERGROUND PIPING MATERIAL SHOULD BE VERIFIED BEFORE PROCURING o `\� EXISTING 12" DEW I ADAPTER COUPLINGS, RECORD DRAWINGS INDICATE THAT ASBESTOS rn CEMENT (AC), DOCTILE IRON (DI), CONCRETE CYLINDER PIPE (CCP), y0 X POLYVINYL CHLORIDE (PVC) AND COPPER PIPE MAY BE ENCOUNTERED. 1 \ I I I DEFLECTIONS THRU THE COUPLINGS SHALL NOT EXCEED 2, THEREFORE ADDITIONAL COUPLINGS (OR LESS) MAY BE REQUIRED THAN SHOWN HERE. i z DIRECTION OF \ I N 3 0 NOTE. CLARIFIER MECHANISM \\ MEROTATION 6. INSTALL 6" SD PIPING ON A FLAT PLANE, SLOPED FROM THE HIGH POINT w a a NOT SHOWN. SEE COMPOSITE \\ TO THE LOW POINT. u SECTION DWG 5-M-6 7. SEE PIPING SCHEDULE IN SPECIFICATIONS FOR PIPE MATERIALS. o LE. 4590.34 4'-V946 I I I B. SHORE & PROTECT EXISTING CONCRETE STAIRS DURING INSTALLATION OF a" � B'• _ / I.E.=4594.25 _ I I I WAS PIPING. 6 \O _ (TYP 2 _ 17.7' 90' EL W MEGALUG BWEIR &AFFLE SCUM S 8 �� 4"-V946 ice/ ;g III 5�M-8 \ /�� I EXISTING 12" DEW CONC ENCASEMENT `^ _ III MECHANISM SUPPORT AND \` \ SEE SLUDGE HOPPER \\ EXISTING 24" DI PIPE I 1 U TSB SEE � \\ \\\ NT III ®CP 4607 sI ` S y 5_M-7 rn \\\ SEC-,Bfjl-04 I -- — a — \ ;AE I CHLORINE CONTACT �waas II J (\ \ \\ \�- -04 II BASIN — 24" I.D STEEL e`� \ \ CLARIFIER y INFLUENT COLUMN •• / p`0 ". \ \ \\ N \� \\ BRIDGE III L?? SO/. / _ y I \ \\ \ \ II INSTALLED FROST I ��O++ YY O I HRE..TRD I <s•_ c g 5 I SEE DWG. 2-C-2 0 -/ 4"-V948, �If FOR SIDEWALK (TYP OF 6). SEE t c S t7 \\\ \\ \ -\\� \ % CONT. \\ \ 45• EL W/ LAUNDER WALL / \\ I \\ \\ \ \a MEGALUGS 1 Nf'W EXISTING 95 NPW \ 'o q- b/ I I 37 8 \ \ CONC. ENCASEMENT. 6 o� 3,5' \ SEE 3014 NEW WIDE 4 C SIDEWALK SCUM/ I I I I 2301 Q 12" RAS Q 45' (TYP) / 6" SSM I �� 24" I O I.E.=4604.50� N CCA H \ E NCASEMOENT, - '� W Z SEE 30f4 UGHT POLE w Q / 45' EL W/ `. /' I I I ] d MEGALUG \ I O w CLARIFIER OTH ENDS .. EFFLUENT BOX �� % EXIS 2- RI1S I I CL V SEE liMJ - LE.E 2.23/R KW � a 5-M-8 EL CLFANOUT CONC. ENCASEMENT. 15N \ ~INSIDE WALK SEE 3014 ADAPTOR AND/OR W ., 9024"ACYUAt O FLEX COUPLING, B / \ o SEE 2040 I 8" SDC 6" SO (SEE NOTE 51 /�) /F i! LOW POINT LE.=45NT 6 ! / ,�`C / /, w L� 48C INCREASHDPEER 24" SE o, 8" HOPE SD / ` \ / E ISTING SIDEWALK—_ w U 4" WAS CONNECTED TO % ,'/ \ / \`� Q EXISTING 10" SD EDGE OF p -LE.=4589.70Y - - - - - n ./// / \ PAVEMENT w O a - - -- -. - -— - / EL \ \ EXISTING CONCRETE ! w Q Vi o STAIRS. SEE NOTE 8. CONN. TO EXIST. / 'J 6" SSM TOP = 2" vACV. INSTALLED I VF�S,e BRArd [ -� a 4601.32 V m I \ a ALL W mnNGS _ EXISTING 4" WAS STUBOUT EXISTING 24' SE STUBOUT MEGA LUGGED n LE.-4598.50 (VERIFY) LE.=4601.50 (VERIFY) ( PROJEC NO v REDI-ROD RESTRAINED EXISTING EXISTING 6" SSM STUBOUT LIFT STATION NO. 2 36" PIPE I I 0417.041 G LE.=4601.67 (VERIFY) 3HEET NUMBER r_ INSTILLED WIE I a cLwian I NOTES 74 o \ I REMOVE PLUG OR CAP FROM STUBOUTS AND SCALE: 9Ss" = 1-D DRAWING NUMBER I.E.-4603.47 A8. VERIFY PIPE MATERIAL AND EXACT SIZE BEFORE PROCURING ADAPTOR COUPLINGS. 5—M—5 � I m<<0g 2mUZ ?3 ~1Jo 0 ¢ W OJ Oct � wWyo �a a� ji �.....,a33N 4 �y ! tt PROF",f'"i m w o � rn � 65'-0" in _ - Z All CLARIFIER BRIDGE •• CENTER PLATFORM AREA '• G a o SEC-BRI-04 22'-0" 8'-O" AE\ SCUM SPRAY a o SEC-BE-04 (TYP) Y4-V-307 DRIVE MOTOR & PIPE SUPPORT (TYP) GEAR BOX 15525 SST SEC-CLR-04 HOSE BIB -V-V235,- 42" HIGH 3-RAIL. EL 4610.00 & HOSE RACK ONPW" w/ TOE BOARD • DISPERSION SPRAY NOZZLE, (TYP OF 2) 4'�" NPW WELL • LOCATED ABOVE FEEDWELL 5251 5251A who a+, INSTALLED NEW FROST FEED PORT •• V-NOTCH WEIR I.E. 460961, SEE FREE YARD HYDRANT 5-M-8 - (TYP) DETAIL ALUMINUM STAIR SURFACE SKIMMER �q�„ AND HANDRAIL- BLADE •• �� 7" RISERS, MAX 5090 5100 50 �_a_� g LAUNDER WALL w V 15955 SIM = SIDEWALK SLOPE = 6H:1V , 4'-cF EL. 4606.50 o SCUM BAFFLE ^ 2301 [ R�o SCUM TROUGH •• 1•-6" 1 c SEE DETAIL Q� SCUM PORT •• (TYP.) 5L-M--8 =Y SEE NOTE 5 FEED WELL •• I g�eg I.E.=4602.50 TRUSS ARM • CAGE • CURRENT DENSITY BAFFLE, a 8` 6" SSM, SEE NOTE 6�— 15600 (TYP OF 2) • INLET PORT •• (TYP) SEE DETAIL - i SPIRAL SCRAPER •• 5-M-7 1'-0" (TYP) 1" NPW ' _ _.-.,.J 2'-6" I" STOP & DRAIN, EL. 4600.00�'` <. -•;_. JNN Ll EXISTING 24" PLANT EFFLUENT J 1 m m < I.E.=4595.8f SEE NOTE 7 - - -- -- - r---- o CU. YARD DRAIN ROCK. PLACE - 4" WAS CENTER COLUM GEOTEXTILE FABRIC OVER TOP OF ROCK - �— il '9 EXISTING - 12" DEW - - - - - - - — - a a z 12" V-406 45' ELS WI-7 I _ W/ VALVE BOX MEGALUG I Q J GRAVEL DRAIN 90' ELBOW, MU �- _ - �f/ O MEGALUG k BOTH SIDES `� MATERIAL W/ MEGALUG REMOVE PLUG FROM EXIST NG ��/// F- w 12" DEW REDI-ROD RESTRAINT BOTH 6" SO I.E.=4591.73 6" SD PIPE AND JOIN TO NEW PI E Z 6" SF.! w _ ENDS 5-M-8 4"-V948, SEE CONCRETE ENCASEMENT 3014 w/ ADAPTER COUPLING ( P) g Q TYP. FOR ALL PIPE LOCATED j U DETAIL,/�2 . (TYP OF 6) UNDER CLARIFIER, EXCEPT O Z 5-M-7 SUBORAIN (SO). EXTEND 1'-0- Q PAST FOOTING � U - w z w a � a N ADDENDUM No. 1 REVISED CLARIFIER COMPOSITE SECTION Z � w O SCALES 1/4" = 1'-0- NOTES. U 1. SEE CLARIFIER MECHANICAL PLAN ON 5-M-5 FOR ORIENTATION. wcy � w 2- DOUBLE ASTERISK •• DESIGNATES ITEMS SUPPLIED w/ THE CLARIFIER ~ EQUIPMENT, TO BE INSTALLED BY THE CONTRACTOR. EC w Q 3. V-NOTCH WEIR, SCUM BAFFLE AND CURRENT DENSITY BAFFLES ARE J Q V CONTINUOUS AROUND THE INSIDE PERIMETER OF THE LAUNDER, 3 w r 4. STAIR IS NOT SUPPLIED BY CLARIFIER MANUFACTURER. Q Q 5. CUT NEAT HOLE, PIPE O.D. +)j INCH, IN CURRENT DENSITI' BAFFLE FOR Z Z PASSAGE OF 6 SSM Q O � w 6. INSULATE BURIED 6" SSM. PLACE 2 INCH THICK, 3 FOOT WIDE RIGID w N INSULATION ON COMPACTED PIPE BEDDING 6 INCHES ABOVE PIPE, CENTERED FROM CLARIFIER TO LIFT STATION No, 2, USE EPS (EXPANDED m POLYSTYRENE INSULATION). 1.81b fW DENSIT'i, R=4.6 in., 27, MAX. WATER ABSORPTION. PER ASTM-0578. PROJECT NO 0417 041 7, VERIFY LOCATION OF EXISTING BURIED PIPING FOR FIT UP AND CONNECTION SHEET NUMBER TO NEW PIPING. 25 i 8. STAIR CONNECTION TO CLARIFIER BRIDGE REVISED. ADDENDUM No. 1. DRAWING NUMBER 9. 6" SSM WALL PIPE ELEVATION REVISED, ADDENDUM No. 1 5-M-6 mom zz V-NOTCH WEIR 8, SCUM BAFFLE, o1 SEE DETAIL 2- 5-M-8 FOR TYPICAL INTERIOR SLAB ON 4'-V94 5-5-4 8, TYP. OF 6. LAUNDER GRADE. SEE 0. INSTALL VERTICALLY Y4" MIN. TO)�- MAXIMUM FROM H33T °y ANCHOR BOLTS •• SIDEWALK: TOP OF GROUT TO TOP OF VALVE 12 mYn oo; •4 `_ � CURRENT DENSITY BAFFLE / m > 18" MINIMUM) �0 k' DRAIN GRAVEL LAYER 15" SQUARE GEOTEXTILE. WRAP AROUND END OF VALVE EXTENSION, HOLD IN PLACE WITH NYLON ZIP LOCK FASTENER/CABLE TIE N z_ OILS o 3 z NOTES: < � I. PROVIDE PROTECTIVE CAP ON VALVES V-948 u 0 1. DOUBLE ASTERISK ('•) DENOTES EQUIPMENT TO BE SUPPLIED DURING CONCRETE AND GROUT WORK. N BY THE BAFFLE MANUFACTURER AND TO BE o � INSTALLED BY THE CONTRACTOR. HYDROSTATIC RELIEF VALVE DETAIL r21 CURRENT DENSITY BAFFLE DETAIL SCALE 1/2 - a s-M-6 SCALE 1/2" = 1'-O" 5-M-6 4"-V946, PLACE 15" SQUARE GEOTEXTILE z'u WRAP AROUND END OF VALVE EXTENSION. HOLD IN PLACE W/ NYLON ZIP LOCK FASTENER/ CABLE TIE (TYP OF 2) r-V-•i e' g'"'� E7s WALL PIPE, SEE 15600 (TYP) 90' EL (MJ) W/ W N f6 MEGALUG BOTH ag y / ENDS +s 1 \ 12" DEW IJf-1 a / � cl CONCRETE ENCASE TO 24" mllm o W a 0 BEYOND CLARIFIER FOOTING, SEE 3014 (T'YP). coo 6. n � / \ Z Q z / Z \ / O V) \ ~ IN � a 12" RAS. LOCATE W w \ / ` ON HOPPER 0 Of �• / � v 'S \ z J W Of Z�. SEEP RING, w Li t SEE DWG. 5-SM-3 Q w 24" ML Of U x 1- r w < r Q Q p v� 3 z w O ui a ! W 0 3 Z u Q CLARIFIER MECHANISM SUPPORT AND W SLUDGE HOPPER LOWER PLAN DETAIL m o , 4" WAS SCALE: 1/2" = 1'-0" 5-M-3 5-M-5 PROJECT NO. 0417 041 SHEET NUMBER 26 DRAWING NUMBER O 5-M-7 Cn m0� CAWU2 �D a z3 Ijw000 W FLEX. COUPLING ADAPT OR-� MAX. PIPE DEFLECTION rr Nw% o 1 2' THRU COUPLING. 24" SE, SEE DWG, 5-M-5 I 1 1.25' MJ EL fl-Z--5 t WALL PIPE. SEE i5601 (TYP). m I w o I I rn S I I I BOTTOM OF LAUNDER cn ELEV. 460794 i z_ g 3 z 0 T F T. n � o a o C, 0 W I I I I I I I I D D O O O D D O I I Ps - I I iuNa N _ g�qm / LAUNDER DROP SECTION v_a �K~ ELEV. E606.94 r EcE � 0 8 Ky� 0" 2'-0" BAR RACK, SEE r 1 t € ��5 CLARIFIER EFFLUENT BOX PLAN DETAIL SCALE: 1/2" = 1'-0" �I SET WEIR PLATE •• IN BED OF MASTIC TOP OF SCUM BAFFLE TOP OF WEIR PLATE "� 2'-0"x A" SCUM m o w a FI. 4609.86 - 1" _ BAFFLE PLATE •' w o n —5"SO x X4 COVER PLATE ' BETWEEN WEIR & BOLT •• w o " •1T "x IY4" SST HEX HEAD BOLT W/SST NUTS & WASHERS •• r Z Q 26"x6"x Y4"x4" LONG W/ Z 36' DIA SSI FUSION BONDED 11)(6"x 2" SLOTTED HOLE COATED CONCRETE ANCHORS • IN THE HORIZ. LEG •• N M FOR SPACING SEE NOTE 1 z N x" SST MACH. BOLT W/SST w � NUTS & WASHERS •• C 6"x 6'x Y."x4" LONG • 1i Q Y4" TRIANGULAR BRACE ' - w • 1'-0" 2'-6" TOP OF CLARIFIER FLOOR w *dIN: 2" GROUT, ELEVATION VARIES O ANCHOR BOLT WEIR AND BAFFLE SECTION ANCHOR BOLT `(Typ) 6" CONCRETE SLAB a J !// a N TYP 1Y' R 1Y x Y4"L STEEL Z 1' 0' Y�" WEIR 2' PLATE •• TYP _— ---.------__-_-— J U o TOP OF WEIR Y4 d w z WEIR INVi. �. ��;' PLATE EL. 4609.86 I I TYP EACH END ELEV.=4609.61 I I EL 4608.44 of V w w - - ® - I I I I IA' SCH. 40 STEEL PIPE (TYP 17) 0 EL 4606.94 Q i --1 ------ - - " 15" x Y4" STEEL PLATE DRAIN GRAVEL MATERIAL, w Q e 2k," S0. PROVIDE GRADATION AND U HOLE, lYP I SEE NOTE 1 �I COMPACT AS SPECIFIED. \ I 2" 3'-6 CONTINUOUS BELOW SLAB Q WEIR PLATE DETAIL \ \ 6" SD SLOTTED `COMPACTED SUBGRADE Q DRAIN PIPE AS W O Q. SPECIFIED 12" MIN. LAP r- U NOTES: 4y' ANCHOR BOLT, SST In w 0 1 SCUM BAFFLE ANCHORS SHALL BE EQUALLY SPACED �-ANCHOR BOLT ADHESIVE TYPE Q Ln � ) 3 AT 4'-0" U.C. MAX. PLACE WEIR ANCHORS AT (TYP OF 8 C 2'-0" O.C. MAX OR AS RECOMMENDED BY MFR, SEE 5 06 Z ?. ALL PARTS EXCEPT FASTENERS SHALL BE FIBERGLASS. l 0 3. PROVIDE WEIR CLOSURE DETAIL SIMILAR TO 004 AT BOTH vI MIRAFI 140N FILTER FABRIC w SIDES OF SCUM TROUGH. } N u 4. DOUBLE ASTERISK - DESIGNATES ITEMS SUPPLIED w/ THE BAR RACK / '� T WEIR AND BAFFLE EOUIPMFNT TO BE INSTALLED BY THE NOTES: tN INVERT ELEVATION VARIES, mCONTRACTOR. SCALE: 3/4" = 1'-0" - 1. PAINT w/ SYSTEM No- 2 PER SECTION . IN. SEE SHEET 5-M-5 PROJECT No. a 09900 PAINTING. 0 0417,041 SHEET NUMBER o "V" NOTCH WEIR AND BAFFLE ASSEMBLY �z127 SCALE. 1" = 1'-0" 5-M-5 DRAWING NUMBER 5-M-6 SUB-DRAIN PIPING DETAIL �1 5-SM-3 SCALE: 1/2" = 1'-0" 5-M-6 5_M_8 mom z 6" SSM PVC PIPE. am?3 > 4 CONT'D 5-M-5 �� i�o o 4" WAS, CONT'D NOTE 2 DWG. -M-5 i / _� ol - T`•I REMOVED EXIST. v4_ �,• - ,."• "'-••• VALVE & ..,.,a33N/'`•k - ;_,_ —; - — DE D e o_Ya W Q_ REMOVE AIR OPERATED m"•,." m EXISTING CONCRETE STAIRS, DIAPHRAGM PUMP, CHECK �\ - A VALVE AND PIPING TO SHORE AND PROTECT DURING LIMITS SHOWN- r. CONSTRUCTION t � EXISTING FG .s.iCAP AIR .'.` '- - o - ---- - - -- 4606.50 SALVAGE PUMP tt 2" PIPE ',tL AND DELIVER yy� _ , SEAL WATER PIPING AND SUPPORT _� TO OWNER 1 .cr rr.v , ^t'w > F ^+�'•� NOT TO SCALE o Of THROUGH �tl r�s SADDLE TAP BOLTS YY ,.w s+�e►1r } NEW 4" WAS o Y2• V307 f PIPE FLANGE � eccr v PRESSURE ANNULAR O i e •vrcuw..�.rs�r w o w '� •^�� _ \•�� s_ s..acr sucr.�.v GAUGE DIAPHRAGM \1 - EM CONCRETE PUMP PAD. SEAL `1 •--� * �tt OTH AND FLUSH OUNDING FLOOR. PRESSURE SWITCHm��., pY y- LS2-PSH-01 '^ � 'Y4" SCH. 40 NEW 4" WAS �1 y STAINLESS STEEL k 5 r1l PIPE, T304 NOTES: 1. SEAL, VALVE, GAUGE AND SWITCH ARE w � ' -�`- ' A FACTORY ASSEMBLED UNIT. r m DEMOLITION SECTION SAMPLE TAP SEAL & INSTRUMENT DETAIL _L3 w � SCALE: 1/4" = 1'-O" - NOT TO SCALE - NOT TO SCALE ' • --"'"-' - -- i Yy as �I 1 " ' _ -?__. ' at• NOTES: i �24" SE. CONT'D DWG 5-M-5 1. SALVAGE PUMP, VALVES, AND PIPING. DELIVER TO OWNERS ON-SITE SHOP. I— "- EXISTING 24" SE w/ PLUG REMOVE PLUG AND EXCESS PIPE. INSTALL 4 •''� I I �"'� -'- `•' i�ADAPTER FLEXIBLE COUPLING AND NEW 24 h 4" WAS, CONT'D. " � y V p •I; tt SE AS SHOWN. NOTE 1. SHEET 5-M-6 g i I WET WELL g3 i + (WET WELL IS ay FLEXIBLE COUPLING INSTALLED NEW 1� V .Qy y a(s VW m = = e OPEN TO a ADAPTERS, SEE NOTE 2 V 4" V-405 v k '` OUTDOORS) - h! a r R EXISTING TEE C.O. �I 7 VVV�222 RELOCATE E(BELOW) LINK . ►,v V ' SEAL EXISTING 4" ,I CONNECTIONS EXISTING LIFT STATION No. 2- DEMOLITION PLAN AND PIPING CO ' VALVE (BELOW) � � ♦� 0� a SCALE: 1/4"=1'-O" C.II1vNasarer 1 1' /�� Q o NOTES: - - -- - Z 1. PUMP WATER FROM WET WELL TO CHLORINE CONTACT BASIN DURING REMOVAL OF 24-INCH PLUG AND PIPE AND DURING i1 J a. I ALLED Q QLIND ~ INSTALLATION OF 24-INCH SE. PROVIDE PUMPS, PIPING, POWER AND ACCESSORIES. SCHEDULE PUMPING OPERATIONS WITH THE _ - .FLANGE O PLANT SUPERINTENDENT. SEE SPECIFICATIONS. --- - - - - EXISTING 4" ( --- - N f 2. BEFORE ORDERING FLEXIBLE COUPLING ADAPTERS, EXCAVATE TO DETERMINE EXISTING PIPE MATERIAL AND EXACT DIAMETER. THE DISCHARGE PIPING SCHEDULE IN 1981 RECORD DRAWINGS FOR EXISTING BURIED PIPE ALLOWED PVC, AC, DI, Cl, AND CCP FOR VARIOUS - PIPE (TOP) _ 4'-_ SEE DEMO Z SERVICES. PROVIDE FLEXIBLE COUPLING ADAPTERS SPECIFICALLY DESIGNED FOR JOINING PIPES OF DIFFERENT MATERIAL AND NOT SHOWN J I j PLAN THIS w FOR CLARITY -�- 4" V604 DRAWING f Q DIAMETER WHEREVER ENCOUNTERED THROUGHOUT PROJECT. EXISTING FG —_ - w J 4606.70 _ _ q" - - N 2 WAS N 1 v'1 -eFf� I CAP Z Z Z 4" �, I V-405 C Z :w p .lmr.V.Ar,1# s.r.r — .' NPW no w _ EXISTING f Blsiv5 WAS PUMP J z i -,� 4" VALVE LS2-WSP-04 —_) $C Q Q •ttir-✓ww-n4.rf' \ - _k XON 4" DISCHARGE TO FLOTATION THICKENER w O Z Z ANNULAR DIAPHRAGM SEAL © / O 4" WAS evrow.a�.rr- _ -c:. x�► PSH SAMPLE TAP © 24" � w x J .wez�ar� 0 etaiw -- - raar.xwr 4o• \� Ls-PvsH-ol - NOTE 1 1 0 Q w O j S EXISTING 4" SECONDARY SCUM SUCTION srmvM.:NugYW✓! FLOOD ALARM yp PUMP PAD LS2-LSH-01 EXISTING 4" SECONDARY WASTE SLUDGE 7 W w INSTALL ON SOUTH ® _ INVT. 4598.00 (VERIFY) 0 0 V a WALL AT FLOOR LEVEL i 3 ` N o ' � - �•r�u it IN TALL D 4" WA CL A 0 T g a - +e snwev--- ____ _ ABANDONED 4" FUTURE _ �_ W/ MEGALUG & REDI-ROD I V Z 2 ---'-`-" u""_ __ WASTE SLUDGE SUCTION RESTRAINT CONT'D. SHL 5-M-5 -- _ 1. 4 - _ SECONDARY CLARIFIER NO. 4 WAS PUMP 1 FCA 45 7 17 1 (f INV. 4598.00 (VERIFY) LS2-WSP-04 - 72" 12" 4" V604 lipINSTALLED LINK SEAL 1 1 �•1 I I ID I 99 f 111 o VERIFY w/ PUMP MFR PROJECT Hu. REMOVED WYE & VALVE 0417.041 WAS PUMP PLAN - LIFT STATION No. 2 SHEET NUMBER DEMOLITION SECTION ( B 1 SECTION SCALE: ab"=1'-O" 28 % NOTES: SCALE: 1/4" = 1'-0" - SCALE. " = 1'-0" - = 1 REMOVE 4" TEE AND 4" SPOOL. REINSTALL IN TRANSPOSED POSITION. DRAWING uuuBER NOTE: (SWAP END-FOR-END). SEE WAS PUMP PLAN-LIFT STATION No. 2, DWG. 5-M-9 1. VERIFY PVMP DIMENSION TO SIZE CONCRETE PUMP PAD. 5-M-9 2. OUTSIDE STAIRS NOT SHOWN. w37 ma- _. MAiERIAL SYMKCL TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS mUAI F I WF SINGLE LIRE a L ou GENERAL PIPING NOTES -_ � GATE - - BOUNDARY AND/OR PROPERTY LINE a EXISTING PIPE(SCREENED) w _ CONCRFTF I LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED OTHERWISE � _ — KNIFE GATE ?p er' POINTS.MINIMUM COVER SHALL BE 6'-0•UNLESS OTHERWISE NEW PIPE FENCE LINE SHOWN. g -d �Fl BUTTERFLY s EXISTING PIPE 10 BE ABANDONED 2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CURftE:POND HT ++-•!+'-�t-� EXISTING PIPE TO BE REMOVED GLOBE ,F:•✓� E13�'A,� ---- -�.-��{ EASEMENT LINE TO ADJACENT STRAIG REIN OF PIPE, UNLESS OTHERWISE - BALL r' CMU PLAN INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE -�— - WELDED JOINT -t8 4— VEE-BALL PLUMBING FIXi UI\E INDENTIF CATION SECTION LINE OR DLC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. �j - GROOVED END JOINT - FLEXIBLEa 3.LOCATION AND NUMBER OF PIPE HUNGERS AND PIPE SUPPORTS SCAT PORT s x a CENTERLINE (?) SHOWN IS ONLY APPRO%IMATE.FINAL SUPPORT REWIREMENIS - NOTE: ALSO SEE LEGENDS CMU SECTION GROOVED END JOINT - RIGID - ECCENTRIC PLUG W/REQUIRED IN CROUP IO DRAWINGS _ SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE SEAT LOCATION BT BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION, MAXIMUM SPACING SHALL _-A- - FLANGED JOINT PLUG DR COCK FIT DRINKING FOUNTAIN BE AS SPECIFIED. `�I } --{v�I� FULL PORI PLUG EEM EMERGENCY EYE WASH II MECHANICAL JOINT _11 NEEDLE KSK KITCHEN SINK t7vROAD (EDGE OF EXISTING PAVEMENT) 4.APPROPRIATE STANDARD WALL PIPE MAIL SHALL BE USED UV LAVATORY METAL STUD WALL PLAN WHEREVER PIPING PASSES FROM A STRUCTURE TO 6ACKFILL ¢ Fes- HUB h SPIGOT JOINT DIAPHRAGM SH SHOWER m EXISTING CULVERT - a RUBBER GASKET PUSH-ON 5. AL l FLEXIBLE CONNECtORS OR FLANGED COUPLING ADAPTERS SHALL ( ) �aT PINCH SK SINK o I BE PROVDED WITH THRUST TIES, BLOCKS,OR ANCHORS, UNLESS r ' BALL JOINT SSH SAFETY SHOWER S STUD WA L PLAN A HORIZONTAL/VERTICAL CONTROL POINT -N--- SWING CHECK wC SERVICE SINK _ OTHERMSE NOTED. THRUST PROTECTION SHNLI BE ADEQUATE FOR �r� DOUBLE DISK CHECK WC WATER CLOSET TEST PRESSURES SPECIFIED. pI RANGE COUPLING ADAPTER fG�- BALL CHECK "I WATER HEATER CONTROL POINT MS WASH STATIINI 6.SYMI B LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN � -.� FLEXIBLE COUPLING HOSE VALVE UR URINAL FIXTURE IfGEWI SHALL BE FOLLOWED THROUGHOUT PP DRAWINGS.WHEREVER - + COORDINATE POINT APPLICABLE ALL OF THE VARIOUS APPLICATIONS ARE NOT _ FLEXIBLE COUPLING WITH (:, NON FREEZE HOSE VALVE yl; VANITY CABINET NO.N$RL7HGTIpb - MASONRY VENEER NECESSARILY USED IN THE PROJECT. THRUST TIES n B DH/I BOE I G DRILL HOLE LOG TTIONAGS AND NUMBER. CS STEEL BELLOWS NON N SHOSE PECS VALVE WITH HOSE RACK � 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS �'e� --JIG• EXPANSION JOINT VALVE ACTUATOR SYMBOL` 3u 2+OD SURVEY HUB AND TACK WITH STATION ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT ST- SAMPLE n GYPSUM WALL BOARD WELDED,GROOVED END OR SCREWED PIPING,SHALL BE EXPANSIN BELLOWS PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION EXPANSION JOINT MUD (] U.S GOVERNMENT BOUNDARY MARKER. CHANCES, UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND I�PNEUMATIC w/POSITIONER NOTES ON DRAWINGS I-G-3. e� ELBOW UP �:- PRESSURE RELIEF T T o IW BM-2 BENCHMARK LOCATION AND NUMBER AIR MID/OR VACUUM RELEASE RIGID INSULATION B.WHERE GROOVED END COUPLING I SHOWN,D SHALL 8E THE ELBOW DOWN IFS`=I PNEUMATIC w/SOLENOID RIGID JOINT TYPE, UNLESS OTHERWISEE SPECIFIED. WHERE A REGULATED SIDE O POINT OF INTERSECTION, SET 5/8"X 16' RANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE o m O REBAR SHALL 8E JOINED TO THE COUPLING ADAPTOR - - - UP --t.� PRESSURE CONTROL i ELECTRIC zFiw G z I BATT INSULATION P-3 PIE20MEfER LOCATION AND NUMBER 9 VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICC. �[� , �)_ IIF L TEE DOWN MULTI-PORT VALVE � �. )fg� (BALL VALVE SHOWN.FOR OTHER VALVE X 1000 EXISTING GRADE 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY (YPES,APPROPRIATE F VALVE SYMBOL SHOWN I L L''ELECTRIC w/POS1110NER P APPROXIMATE PROVIDE ALL UNIONS NECESSARY TO FACILITATE rt=1 p�� LATERAL UP ARROWS INDICATE FLOW PATTERN. SEAT PORTST ®1000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EOUIPMENT. ARE IMPUED BY INDICATED FLOW PATTERN. �• PLYWOOD L - H HYDRAULIC _ W ' lL ✓�° F �j 'Z -F LATERAL DOWN -41 SOLENOID � a V -3 . 11.THE CONTRACTOR FOR THIS CONTRACT IS CORESPONSIBLECONNECTION FOR p@ 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THEE -- � �� PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS z� 4 - CONCENTRIC REDUCER MANUAL _C``�'=" '� •'-WV\�1 EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND Lv11SCELLANEOLIS PIPING SYMBOL`✓ t__ �. TO THE WORK OF OTHER CONTRACTORS,AS NOTED. STEEL , ECCENTRIC REDUCER STRAINER 12" EXISTING TREE W/APPROX. TRUNK DIAMETER 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE SOLENOID Qy�ti R o THAT IS To CONNECT TO AN EXISTING PIPE OR STRUCTURE. - } —�I.. UNION �+ SgHT GLASS >: f� Q BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR FLEXIBLE(ELASTOMER)PIPE CONNECTION WOOD, ROUGH CONTINUOUS STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE, MATERIALS. I BLIND FLANGEI < ^'R NEW TREE AS SPECIFIED AND INVERT ELEVATIONS. ,I PLUG �`. GAUGE WITH COCK x 8 CAP L THERMOMETER .� 1 SIGN, ONE POST OR TWO POST WOOD. ROUGH NON-CONTINUOUS a as O EXISTING MANHOLE PIPING DESICINAiION ANCHOR ROTAMETER I PIPE AND FITTINL; END PATTERNS NEW MANHOLE EI{ENPLE ELBOW 90 DEGREE (A}- GALVANIC ANODE B BELL WOOD, FINISHED i fi°FiM' %X►_ AIR SET S. SPIGOT ; CROSS XX = SUPPLE PRESSURE - PSIG z EXISTING UTILITY OR TEI EPHONE POLE F FLANGE TYPICAL INSTRUMENT SYMBOL - �- NEW 11TILRY OR TELEPHONE POLE PIPE. USE ROW STREAM IDENTIFICATION LEGEND,ON _ TEE \28-1_2 (SEE I h C LEGEND) PE PLAIN END m G GROUND SURFACE DWG. 1-G-3 SEE PIPING SCHEDULE IN THE SPECIFICATIONS - DITCH SHOWING DIRECTION OF ROW NOMINAL PIPE DIAMETER GE GROOVED END �� -�� ,�� 5 .�� UN 45 DEGREE ✓<� FIRE HYDRANT MJ MECHANICAL JOINT ; 1 "'� ACOUSTICAL TILE CREEK/RIVER W/ DIRECTION OF FLOW CATHODIC PROTECTION TEST STATION a s i m VALVE UESGNATIQN_- o CATHODIC PROTECTION ANODE PO PUSH-ON Q a UIERAI FILTER F Z �TO(T0� EXISTING CONTOUR Xy 7 MJ PE Q ARCHITECTURAL LEGEND CONTROL VALVES: X°Ra DESIGNATIONEXAMPS ~ ��1000�� NEW CONTOUR ALL VALVES AS Z wT;: _ S OWN NCON PDs,VARIABLE NOTES: GATE SYMBOLS Ln � INACTIVE } FLOW DIRECTION I ONLY RANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE ® EXISTING STRUCTURE TO BE REMOVED T W INDICATES PAIR OF DOORS �LyglyE SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ME SHOWN SIMILARLY ON THE CONSTRUCTION DRAWNGS-ALSO SEE PIPING EL 'A PIAN VIEW DOOR NUMBER EXISTING STRUCTURE • MANUAL VALVES: SPECIFICATIONS. MISCELLANEOUS MECHANICALi W W 2 SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC 1 0 O _ _ r AIL ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END L- SLUICE O Z F WINDOW TYPE i EXISTING A.C. PAVEMENT CONNECTIONS FOR SINGLE LINE PIFE AND FITTINGS. 111 PLUMBNL �YM BOL i q24 DWG. NO WINDOW =1 BUTTERFLY O DETAIL OCCURS ON \8"-VAOp 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR PS Z NEW AC. PAVEMENT SIZE OF VALVE EQUIPMENT IS SHOWN HEAVY LINSCREENED AND IS NOTED AS IED.NG. NEW PIPING AND PRESSURE SWITCH H- Q 103 ROOM NUMBER VALVE DESIGNATION C FLAP 1� HOSE RACK (TYPE AS INDICATED) _1 In _1F- Z VALVE TYPE, SEE 4, UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL �� - OO NOTF INDICATOR — SPECIFICATIONS DRAWINGS SAFETY SHOWER AND EYEWASH GRAVEL SURFACE (Ml" W SSH-%SHEAR LOj • X = N0. IN SPECIFICATIONS WALK J ACCESS HA1CH I FABRICATED SUDE X X = F - FLOOR CLEANOLFT la i LIMITS OF TOPSOIL AND SEEDING • G E N E kAL N L)I E l� V� D - DECK CLEANOUT W O INDICATE HINGE SIDE: SIDE WHERE LINES W - WALL CLEAN L.J �{ MELT (RIGHT SIDE ON SYMBOL) 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON V - VENT CLENJOUT ti Z STANDARD LEGEND SHEETS. THEREFORE. SOME SYMBOLS Q 11 EXISTING EMBANKMENT. OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS Q- J TIRE EXTINGUISHER SLOPE AS NOTED • MAY NOT BE SHOWN ON THE PLANS. HD-xY HUB DRAIN LJ J WALL GENERAL DESIGN DESIGNATIONS O X = NO. N SPECS 1- W AS SPECIFIED NEW EMBANKMENT OR CUT SLOPE. Y - P WITH PRIMED TRAP C N F.E. 3.1 SLOPE AS NOTED • (LETTER) OR ON DRAWING WHERE SECTION w SECTION OR DETAIL IS TAKEN: DETAIL (NUMERAL) l\ Fp-%Y FLOOR DRAIN Ln L DESIGNATION �T� DRAWING NUMBER X N0. IN SPECS to Xt% HORIZONTAL DISTANCE : VERTICAL DISTANCE x-x WHERE SHOWN Y - P WITH PRIMED TRAF Q #fit{ RIPRAP ON DRAWING WHERE SECTION OD-X OVERFLOW DRAIN Q J NOTES ALSO SEE ARCHITECTUAL /—/ DRAW NGOR DE AlL NUMB RSHOWS OX = N0. IN SPECS DRAWINGS FOR SPECIAL N-4T :_LEGENDS AND SYMBOLS. DRAWING NUMBER WHERE TAKEN RD-X 1. ' SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. (OR SAME DRAWINGO ROOF O, IN O 2. IN GENERAL, EXISTING STRUCTURES AND FACIUTIES ARE DETAIL AND SECTION DESIGNATION x = No. IN SPECS m NOTED AS "EXISTING"AND ARE SHOWN IN LIGHT LINE AD- XY AREA DRAIN PROJECT ,u_. WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- X NO.T SPECS n417 a+ • ORES ARE SHOWN IN HEAVY LINE WEIGHTS. ® Y - P WITH PRIMED TRAP - STANDARD DETAIL NUMBER XX%XX �� STANDARD DETAIL DESIGNATION ,II£E NUM SEE GROUP 8 DRAWINGS _ 7 DRAWING NVMBEF STANDARD DETAIL DESIGNATION 1-G-2- m;o L LCP200 CP1U0 J �Wo wW Q TYPICAL OF TWO 00 I aiz�II IIZv I II I g oa I Z wz 2 N2 z =2I oz 0 a oI a I <I o T I a x � EXIST. LCP-5-2 LCP101** m : z 33ry ° Oz� -=I i x a I HS POum HS 0CA TO /LAH\ g.F/S/R �CLOW QOWgo. COADER HS AOUUGGER GOvER OA0 O OPD LAO IAO R� (2) ° w LR OL 00 OL JAM OL JAM HWI-LIT-01 I I I I .� I I I I I I I I I I I(3) I I F I I I I I I F°" I LR LSL r I I E LOW OIL i AT AR AR I I HRN I • • I I I I I PSM � OH 1-AIT-01 H 1-.T-02 1-AR-03 i I IIW -HRN-OI I PRIMARY SCUM Y FCV PUMP. . PI HW01 HW02 HW1��03 EXPLOSION I E CLARIFIER M MECHANISM TOF1 I I OXYGEN H.S HYDROCARBON I I PROOF I I PRC-CLR-Ol M LE "NEW GAS MONITORS LE " I HWI-LE-01 JHW1�-LE-02 7NGSCREEN'• /Y -y / / EXISTING CLARIFIER TO SCREW P.S. sec^ NEW CONVEYOR/SCREEN-• LSL NO. 3 PEA/6-1-02 HWI-CON-01TOHPRC-FAR-01 TO THICKENER/ H 1-TOH-01 /�� * BLDG. PR -LE-Ot FI PSD A/6- -06 IRS N'` GRIT l GRIT COLLECTOR M ELEVATOR♦ M MECH♦ Q e. isio CLARIFIER - MECHANISM TOH a € PRC-CLR-02 pR _TOH-02 — M M -TiH — — or PARSHAU- PSM - } --- r FLUME in EXISTING CLARIFIER Ps. NO. 2 FE m �o o EXISTING GRIT CHAMBER - - TO THICKENER BLDG. Z M EXISTING MANUAL BAR SCREEN I P' "F a B/6-1-06 z � o z TO SCREW P.S. I g I BYPASS — TOH♦� '' B/6-1-01 > CLARIFIER wl`O MECHANISM RRCCEL o I PRC-CLR-01 �H-01 — — — V L z — Z Z — BYPASS— r M - -- _ Z Q SM J 3 !1 D p Z o EXISTING CLARIFIER z .6 o b NO. 1 L i � m a F--w o TO THICKENER w n BLDG. :m COMMINUTORS PI PSD C/6-I-06 w a TO BE REMOVED aLi Lj PRETREATMENT BUILDING TO THICKENER a z PSM D/6-1-06 � w o FROM LIFT N STATION N0 1 TO THICKENER m ov . BLDG. DIGESTER SUPERNATANT SEWER PSM PROJECT NO. A/6-I-07 i E/6-1-06 o4n 041 G SHEET NUMBED TO THICKENER _ 'g 'a BLDG. DRAWING NUMBER 0 PSM F/6-1-06 _T_ mom LCP300 d 3v TYPICAL OF FOUR TYPICAL OF THREE TYPICAL OF TWO iVPICAL OF TWO ��n i< 3 O Q Z 0swg lllI IIII IIII zam Il z II 0o�fII ozaoa lf�wF az<1 I 0 J4I 0oJ�k�fII OzoJ>IL OWo� z o' 0 01 '+\mp��2A, z o z 0 0 > QI > TO SECONDARY L L MLss CLARIFIER NO1 wz VaP f A/6_1-03 k I I I I I I II TO SECONDARY CLARIFIER NO. 2 2 I I I I I I I MLss R/6-1-03 s I I LCP30I I I I " I I I I I 10 SECONDARY SCREW PUMPS CONTROLLER AND MCC CLARIFIER NO. 3 MLss C/6-1- 33 TO I I I I I II BLOWERS „L. ,.`• .�. I I CLARIFIER SECONDARY Y ALF4 A/6-1-04 I I MLss D/6-I-03 FROM PRIMARY CLARIFIER NO J . I 1 A/6-1-01 PE I I 1 - T I FROM PRIMARY FLOW SPLITTING WEIRS CLARIFIER NO. 1 & 2 6/6-1-01 . —(TO FLYGT CONTROLLER LCP301) I AIT •LE BIR-DE-OS . SLS-LE-01 8 l F1 COD ALARM ls BIR-DE-05 SL IS-LSH-01 SLS-FIT-01 r5��* I 11 f ? o g FROM SECONDARY I I I I I I Ps CLARIFIER NO. 1 RAS A/6-1-03 sL -SWP-01 1 IBIOREACTORI I IBIO(ROA FOR N0. 1 j'• AIT I I AIT I ♦ BIR-DIT-01 I BIR-DIT-02 I . m. m do Z�o 1 _ IDA I I AE D.O. 1 m m m a i o SLS��02 BIR-DE-01 BIR-DE-02 c i FROM SECONDARY �jeAj I -----El 7 V 1 E CLARIFIER NO. 2 �� / F<AS 'T qLr BIR-FCV-Ot I Q R 6-I-03 sLs-swv-D1 I BIR-FCV-02 In zO FR • I Z 0 SLS-FIT-02 �• 1'' _ I _ I � O co � LE 7 SLS��03 I 14 O FROM SECONDARY t I I I I m CLARIFIER NO. 3 n1,r RAS F- C] z C/6-1-03 T j T z z n SLS-SWP-Ol E —7E as a I J _j/ D.O AE 03 �� O O BIR-DE-Oa NEW AIR CONTROL BIR-DE-03 ~ \ BIR-FCV-OJ Z O_ TO AIR VALVES W/ ELECT IC', �� 1a- DIFFUSERS OPERATORS N LE NEW DISSOLVED I- c SLS-LE-Oa (TYP.) (TY'P. OF 4) OXYGEN SENSORS w � °i ANS TRANSMITTER � w o `� BIR-FCV-O4 (IYP. OF 4) �' J FROM SECONDARY `� y CLARIFIER NO 4 EXISTING SCREW BIOREACTOR BIOREACTOR Rns a D/6-1-03 NO. 4 NO. 3 a oE 3 z a w O F U o N Z V) Q Q N W v m EXISTING SECONDARY LIFT STATION EXISTING BIOREACTORS PROJErT 0417041" C SHEET NUMBER 30 DRAWING NUMBER 6—I-2 3p LCP400/600 LCP600 - mBb= . iw`c �ci ��zoo z TYPICAL OF FOUR u W u i ao TYPICAL OF THREE 4 I z f ...,.,a3dN o x > 4i of gl �I �I f o o I �i V j4 Y Q s �I I �I I I n l w l I �`•..,,�tY pR��y� n J m I<UM CONIHOL BUILDING SYSTEM CL2 I I AR ♦ CL2 SYSTEM I CL2 SOLN DIS-AIT-01 ANALYZER I10 I F E/6-1-05 CL2 SOLN I • SAMPLE E DIS-MI%-01 PUMP M MIXER I I N = NEW SLUDGE BLANKET I I AIT INDICATOR h TRANSMITTER SEC-BRI-04 �♦ I `f• NEW SECONDARY CLARIFIER I + MECHANISM N0. 4 I TOH SEC-BE-04 DIS-FIT-01 _ SEC-CLR-04 SE -0�-O>4 M DIS�LE-O7TO GALLATIN I EXISTING RIVER OUTFALL �� sF WET WELL AT PLE ` F U LIFT STA. NO, 2 1 a NEW SECONDARY O W &s CLARIFIER NO. 4 O 4 R eIOREAcroRs A, EXISTING CHLORINE CONTACT BASIN MLSS ` c5^ D/6-1-02 � I ❑ a �y -[::: M U WAS TO INFILTRATION/ TYPICAL OF LS2-IPP-01, PERCOLATION BEDS I T LS2-IPP-02. AND L52-IPP-03 PLC I/P LIFT PUMPS m m. Jl �� ITYP. OF 3 PIPES s m o 0 I I (TYP. OF 3) W SECONDARY \ ♦ LOCATED IN LIFT u o CLARIFIER \ �L TYPICAL OF SEc-TOH-o+. STATION NO 2 TYPICAL OF SEC-CLR-03 MECHANISM ( TOH SEC-TOH-02, SEC-TOH-03 SEC-CLR-02, SEC-CLR-03 SEC-CLR-01 SEC-TOH-01 z Z M Q I In N Z Q O m Z � 8 EXISTING SECONDARY o z o CLARIFIER sF o TYP OF N0. 1, 2, & 3 w z z_ a z Of v TYP. OF 4 PIPES TO SCREW LIFT PUMP'_ J O o BIOREACTORS '1 (TYP, 4 PIPES) w = o f A o r� RAS� MLSS ` RAS A,B,C,D/6 102/ w a Z O SECONDARY CLARIFIER NO 3 do 4 WAS Q o TYP. OF 4 PIPES TO LIFT STATION NO 2 Q N WAn T (TYP. 2 PIPIES) w CC WAS cl�t A,B/6-1-05 1- L- i `e SECONDARY CLARIFIER NO. 1 & 2 WAS w Q a TO LIFT STATION NO. I ~ J `o (TYP. 2 PIPIES) U WAS C.D/6-I-07 a U O Nw 0 O In o m i y PROJFCT NO 041 7.041 n a -11111 41.1111 31 t DRAWING NUMBER 6—I-3 mo� LCP300 TYPICAL OF THREE 4 awu� � - TYPICAL OF F TWO y4 0 0 o <w�III alIs'I�IlIcz II I a II a I wa 11 II w¢s Il 4 I 3p 1f alI z II <II z II II z II <II z zLL f II LLJ II -z4 �"lz W �$" 0�= W m= ?Io � I � I= I LSH I I I II I I I I I I I I I I I I I I I BLR-LSH-D I I I I I I I I I I I P T T I I I BASIN DEWATERING DISCHARGE EXISTING PUMP I I I D I I I I I I I I I I I ROOM SUMP PFV I CUR I I I I I I I TO BIOREACTORS BL -PFV-01 I BLR-CUR-01 I I I I BASIN DRAIN(S) I I I o BL PFV_02 BLR CUR-02 I I rT T T ..l SLS-DWP-01 J TPFV CUR I I PR FIT TIT - BL -PFV-03 BL -CUR-03 I BLR-PR-01 BLR-FIT-01 BL -TR-01 I I I I EXISTING BASIN -^^ Y LOR I I rs I I I DEWATERING �� BLR HSI-001 I I BLR-S-01 NEW I I PUMP IY PRESSURE 03 INDICATOR & 0 NEW BLOWER INTAKE VALVES W/ TRANSMITTER ELECTRIC OPERATORS (TYP. OF 3) F T TO BIOREACTORS I I W R BLR-FCV-01 E I AlF Aj6-1-02 SURGE BASIN I II-� egg BLR-TAC-01 PLL I I I I I T T I I I I SLUDGE DISCHARGE L# BLR-5-02 T LE m x x � v I I BLR-LR-02 I m TO BIOREACTORS BUILDING DRAIN(S) p z a o s BLR-FCV-02 `✓ E v '1„ u SLS-BOP-Ot °mot a f EXISTING BUILDING a 1 ` BLR-TAc-D2 I DRAIN PUMP a EXISTING BUILDING u, z z DRAIN WETWELL o NL I I T W II W BLR-S-03 I I 0 J T I z a I z o O CL o I I SLS-NWP-01 NPW DISTRIBUTION p w NPW o ` Z CL BLR-TAC-OJ mo OUTSIDE AIR LSH Q Q e NO. 3 BL -LSH-O 1 CO SLS-NWP-02 ~ Z ' EXISTING W J a FILTERS ¢ m EXISTING BLOWERS 3 (TURBINE COMPRESSORS) EXISTING r N 3 NONPOTABLE I GROUNDWATER ¢ Z O GROUNDWATER DISCHARGE Q -� WATER PUMP_ m BLOWER BUILDING SUBDRAIN(S) GW Li j SLS-GWP-01 m PROJECT Ne a O OII7041 r EXISTING SHEET NUMBER o EXISTING GROUNDWATER 32 x SUBDRAIN PUMP ORAWING NUMBER WETWELL EXISTING SECONDARY LIFT STATION 6—I-4 i� m0� LCP600 LCP500 3mf3 w. -sp IYPICAL OF TWO 4 4TYiATATT44 Q T4TY44 ? � wWo � I =1I�I �I�I<IaI � I �Ial I zI gi �I �Ial°ICI 31 �I�I of �I �IQI �I�I gI al ox� P <`' W J s 4 r w \ .n in2 $ a o \ I�I �I L j fI C I I �I I I Ls2 D, VFD I I I I I I I I I I IJ I k I I I I I I I al I I I I I I I I o STATION NO. 1 c/s-II o7 WAS L I I I I I I I I I I �p * n I OAF-PSI-01 DAF-CMP-02 I I OAF-CMP-01 FROM SECONDARY I I I I I I I COMPRESSOR 2 COMPRESSOR 1 I CLARIFIER N0. 3 WAS A/6-1-05 L RECYCLE AHP - - - zl I =I I 1 T I a l I a l I DAF-RCP-01 EXISTING C I EXISTING COMPRESSOR I I I I I I I I PRESSURE I I I Ls2-WSP-D3 I I I I T I I g I 6-. NRNDAO1 DAF-HRN-01 O w TEXISTING WAS I I I I Y EXISTING PUMP NO 3 I III I I I RECYCLE I NEW DAFT BUILDING I O w �Rm:• FLOOD ALARM <m 3 s NPW EXISTING POLYMER FEED SYSTEM I - I EQUIPMENT `_�_ 1 ` LSH I I DAF-P02-01 /"F-FE- �. O yyLS/�H-01 I I DAF-FE-01 TOH DAF-ISP-Ol DAFF-�TQHH-01 NEW LIFT STATION NO ? I I wA`- n ,--,. wry. M /'C ;WA, FLOOD ALARM I I EXISTING d----t�.� I�MJ) - t m I LS2-SCP-Oi TO DIGESTERS +n � SCUM PUMP POLYMER MIX TANK DAF-rsP-Dz was a `o OLYMER-/ 'k. (TO BE REMOVED) INJECTION RING Q I I EXISTING THICKENED Z a EXISTING SLUDGE PUMPS o Z 2 DISSOLVED AIR Li o FLOTATION w o THICKENER (DAFT' a o I \ LS2-PSH-01 J� z I \ DET♦ S02 DAF-TSP-03 Z p p v I DIS-DET-01 DETECTOR TO GRAVITY THICKENEF Q j o NEW WAS PUMP NO. 4 STWAS n- m \ B/6-1-07 cv Li O I LS2-WSP-04 w w O Z 0 DIs-swL-01 EXISTING SLUDGE PUMP i2 Z w o FROM SECONDARY I Q Z Y CLARIFIER NO. 4 O U B/6-1-03 was NPW a Q N w R LSH• Q o LS2-LSH-02 TO LIFT STATION NO 1 w J FROM SECONDARY 2 CLARIFIER NO. 3 EXISTING S02 DAFT OF .- STORAGE & FEED A/6-I-o7 3 a 0 SYSTEM W TO CL2 CONTACT BASIN O FROM SECONDARY 5sM S02 SOLN m CLARIFIER NO. 4 E/6-1-03 PROJECT NO. p 0417.041 r SHEET NUMBER EXISTING SECONDARY 33 SCUM BOX LIFT STATION NO. 2 FLOTATION THICKENER BUILDING ORWIW,NUM13ER m3 0 _ 1 LCP200 i Joy NQ r R, j TYPICAL OF THREE TYPICAL OFTWO n�o sg J J ~ W r Z N �� •. I �I JI LLI r O I III JI LLI �I 'I 41 141 �I mU� o � � J V a l Q I I I I �I sl I I �I I I I I �I •"`-.�,* PR�`'yyl FROM PRIMARY CLARIFIER NO. F/6-1-01 PSM I � T I I I I LIT • TO DIGESTERS PRC-LIT-02 I ��11.. ^^ll„ TPSD LE T FROM PRIMARY PRC-LE-02 CLARIFIER NO. 1 o/s-1—o1 PSM � i i � I •.�Y PRC-SCP-Ot FROM PRIMARY .� PSM-DECANT CLARIFIER NO. 2 E/6-1-01 PSM T I z fl Yg Y EXISTING PRIMARY I TEXISTING SCUM PUMP I O -S I FROM PRIMARY SCUM BOX !:LARIFIER NU. I I I (rN�v w ��I PSD -1 C/6-I-O 1 i PRCLHSI-01 �" - e 5 MIISD � I GTB TSP 01 � s LOR I A• OVERFLOW TO PRC-HSI-02 CTH-TOH-01 PARSHALL FLUME m PRC-SLP-02 I M m m ao �'o m m c+ o m o < ;[? IEX FROM PRIMARYCLARIFIER NO. 2LSHB/6-1-a1 LOR G LSH-01 PR�OJPRC-SLP-03 NEW GRAVITY TNICKENERZBUILDING FLOOD ALARM ISTING THICKENED Z 0 PRIMARY SLUDGE PUMPS w EXISTING GRAVITY PSD THICKENER Li ,� GTB-TSP-02 > Z S EXISTING PRIMARY TPSD 0- SLUDGE PUMPS m \ FROM PRIMARY r 0 CLARIFIER NO. 3 z w z PSD a/6-1-01 J Z w v a- Y a 0 2 w � o f � Y o O' o r- N / 8/6-1-07 a GRAVITY THICKENER BUILDING W o ` � a w 0 U m m v 0 o PROJECT NO 0417041 O SHEET NUMBER r 34 0 DRAWING NUMBER 6—I-6 z mom LCP400 < mz� iwrc �� son! Zo TYPICAL OF THREE TYPICAL OF TWO 4 � ? 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D— --p TO LCP-4 1 5 PR04�� (2) LSH LSL I \ 12� OCA OL �0 —^ � h-2-2 4-2--2 �r(2) �� LAH I,qL 1 4-1-2-1 120V . - D—�l TO I.CP-4-1 ♦ 1 ♦� ) 'AUTO (2) F01 FOI FOI .I� _ Ll m h2-1 — \ (2) (2) FO / DRAFT TUBE MIXER (TYP. OF 2) a 1 _- STEPPING FOIS FO FO r LOGIC 4-1-1 4-1-1 h1-2-2 4-1- �2) DRAFT T 1 . o .r DRAFT TUBE MIXER M-3-i-2 a OL / OL � E%ISTING 460V 460V -3-2-1 I 4-1-2-2 � I�-.- — Fl 4-1-2-1 M M DRAFT TUBE MIXER M RESET I ht-1 - 3 2-2 wo EXISTING o DIGESTER NO. 1 _ I ,20V 4 Z52-t I /-t OC F2--, IF�2-1 8" LEVEL 12" DLC LEVEL I I 1 1 I ♦ ♦ CONTROL CONTROL DOF 1 I I I I • 60V EXISTING TRANSFEERE — I I �120V I OGl - DIGESTER 1 1 FE FIT zIS M — 6" RAW 1-,-2-2 PSD SSD ,,,II ....Tyyy. SLUDGE IN �^g N0. 1 PDS I I 4 12 ♦1 1 : 460V U &I R FCV-4-1-2-2 .-� .-Z-r € g§ PSD SS I — 6 RAW / _,IFL 6" RAW M I SLUDGE IN SLUDGE IN I6` RECIRCULATION �y w 5om e 6" RECIRC. SLUDGE DRAWOFF SLUDGE DRAWOFF I I 12(YV` UT 8" SLUDGE TRANSFER/ SAMPLE 6" DIGESTER n 120V- I I 4-2-, _ o g SLUDGE \ . 7 N, DRAWOFF LE LIT h2-2 4-2-2 A—�O I 4-2-1 6" DIGESTER TO L.CP-4-1 1 1 Q DRAWOFF I Q F J SLUDGE f J mEXISTIE 460V 480V E EXtS11NG 2 1 N I 120V ao o �. 7 TO 1 m m o FIT LCP-4-1 z d o 0 zs 4-2-1 . ♦-FE 1 I Q o 6 z h2-2 LCP-4 1 — — — - - I os-, a<-z 5 EXISTING I 1 V) z f �� TO LCP-4-1 I Ttr SLUDGE I (2) �(2) 1 _ DIG-TIT-03 PUMPS 1 ♦ i `2 dr I w Z 1 w L, 120V O p p I TIT C) a I DI -PT-07 tr o LCP-4-1 I 1 nr \ I I z c� DIG-TIT-oa a o o I Z I __ a I I I n I I z rn I ~ EXISTING EXISTING o N m Z �'Sxo o i I ?(2) a oD I TIT♦ HEAT _r _r HEAT 1._I �'w DIG-TIT-04 EXCHANGER EXCHANGER �N pS 1 1(2) I NO. 1 I NO. 2 w o LD A(2) Of co /� LJ TOTaLAH LAlLT I DIG-TR-01 DIG-TIT-02 DIG-TIT-05 DIG-TIT-06 38" SUPERNATENT/OVERFLOW w L.J (z) (z) '(2) �To uFT sranoNaZZ N LSH LSl L,/11MER UC HS OOAt(2) I 4-}I 6" PSD FROMGRAVITY THICKENER(2) ( O 6" DIGESTED SLUDGE 4" DIGESTED SLUDGE 4" SSD FRUM m o I DAF THICKENER AT WET HAUL TO LAGOONS Ov PROJECT NO 0417,041 a SHEET NVMBEP 0 v 36 DRAWING NUMBEF 6—I-8 0 LCP8OO EXISTING MCC—CA • oo ��_ " SEE DWG- 7-E-3 AND 7-E-6 0L n�w V T F/5/R OOR HS HS LCP-4-1 DS 1 2) _ _ I— �®TO L°P-4--T TO LCP-4-1 — D— — 1- o x r oN(2) O `I PPANLANT ANNUNCIATOR LCP-4-1 1 '� `l —D �1_� L l `L �1 (' \m=� �`�.` L — LJ To LCP-4-1 +-(2) LSH I a ♦ HS °CA OL �0 1 + -2-2 4-2--2 I 2) 4-1-2-1 4 t 2_1 120V . • ( \ lw LAL (2) I.-AU 012) Fol Fol Fol . -I-� -D—►O ro LCP-4-1 -1- A \ 4-2-I 4-2-1 4-I-1 4-1-2-2 4-1--1 I � \ (2) (2) GRAFT TUBE MIXER (TYP. OF 2) � w - — L �- STEPPING FOIS 1 -1 -1 �1 1 M-3-1-1 ,\ (2) LOGIC 4-1-1 4-1-, 4-1-2-2 4-1--1 i u I I DRAFT TUBEMIXER\ \ I OL OL DC ♦ 9 EXISTING 460V 160V\� -3-2-1 \ I 4-1-2-2 -. Fl 4-1-2-1 M M DRAFT TUBE MIXER - _- \M \ I RESET — -3-2-2 \ I J EXISTING -D- - - �-I- -- I I DIGESTER N0. 1 Ly —u I 120V I �(2) - —A I - - I Dc I ZS I FE FR CONTROL LEVEL I I I I I 4_1__1 {-1-2-:h1-� 6- LEVEL CONTROL sk) pOF 60V 8" SLUDGE EXISTING TRANSFER I 1120V L- ITI E FLY-4-,-2-,DIGESTER I I FE FIT PSD STD M I SLUDGE INN0. 1 1-1-2-24-1-2-2 460VPDS • • FCv-4-t-2-2 PSD SSD 6" RAW 1146" RAW M ISLUDGE IN W RE SLUUC,E IN RECIRCULATION6" RECIRC. SLUDGE DRAWOFFSLUDGE DRAWOFF 120V-\LIT 8" SLUDGE TRANSFER/TSAMPLE6" DIGESTER 120V� 4-2-,SLUDGE DRAWOFF - LE LIT4-2- 4-2- A� _ 4-2-1 6" DIGESTER zo TO L.CP-4-1 I QDRAWOFF ! f _E)OSn QFCV-4-2-2 E �`/ 460� E E h2-1 120VTO 2ILCP-4-1- - OC 4-1-1 - Q- - a a- - - - OOC 4-2-1 FE6 ZS 4-1_14-2-2 Z TO LCP-4-1J T I DS-1 OS-2 5 ; . RECIRC EXI TING N Z LCP-4-1 r SLUDGE I DIG-TIT-03 PUMPS I I : � I . w Z > � 129V p G] I nT I p \ I DIG-TIT-07 1 a �♦ LCP-4-1 I I r1T I DIG-TIT-08 F- Z z Q ) a o;� EXISTING EXISTING I v1 m z x T T1T H EAT T HEAT I (2) I EXCHANGER EXCHANGER 1 N DIG-TIT-04 o61- o I ,(2) I N0 1 1 1 NO. 2 CD po LD o I HS /LAG I T I I co DS-1 I TIT♦ TIT• TR• 4 Q WI LAL HS °� LT I DIG-TIT-01 DI -TIT- 2 DIG-TfT-05 DIG-TIT-06 3 R- SUPERNATENT/OVERFLOW W L 10— 1 DS-i-1 w (2) (2) (2) (2) TO LIFT STATION ~ a a TIMER MER DOA ^ LSH L. I KK HS — LIC HS a 6" PSD FROM 1 t 4-2 -2 412 4-2-1 GRAVITY THICKENER 1V (2) (?) I (2) (2) (z) t' SSD FROM m 6" DIGESTED SLUDGE 4" DIGESTED SLUDGE DAF THICKENER I TO WET HAUL TO LAGOONS PROJECT No O 1 1 O Q p 0417 041 0 7 5 SNEET NUMBEF 8 c DRAWING NUMBEF V�V VVV V�V V 6-I-8 m3oo LCP800 $Was Zoo Hz aWWi �o VVrc_ UU 4444 �► I 2 21 ZI �I W 3 ; 3 KI K1 OI KI T QWN ml a1 �I I a 2 °I �`� a o f r al a1 �I I �I I I I I I of zl 41 0I I U L � PLANT ANNUNCIATOR PANEL ♦ -FT I I I I I I I I I I I FROM DIGESTER NO 1 UG FIT ♦ . BURNER PILOT I I I I D -FIT-♦02 I I r:.L.11INE.-EIT.R FAIL OA OUTRLUMIDOR PANEL N CHLORINE ROOM .,.L ROOM DIG-FE-02 I I DIG-CHD-01 I LLLLLly I I I I I �♦ I I I DIG-FIT-04 I I I 1 FE ♦ LHS DIG 4 DI -LHS-01 I I , taw I I I I I TO WASTE GAS BURNER I I OG DIGESTER BUILDING FLOOD ALARM I I M �� MRo j TO BOILER Is I I I I osz �ma � I °G I I FIT ♦ ��Ys DIG-FTT-03 FE DIG-FIT OJ I " i t I I I I I I I I I I I I I FROM DIGESTER NO. 2 I m x c obi o I I I I � oaQa W I I I EXISTING DIGESTER GAS METERING z I I I I a I I I I 1 ♦ Z FLAME CHECK 2 FLAME RETENTION w Lj zmP LP-2-1 PO FROM DIGESTER > o I CONTROL BLDG. � CONTINUOUS PILOT m \ ♦ II II i II NG OA R—L—R- - 2-1 DII 1 OO Z GALVE REGULATOR.. D — CO FLAME I I I I AND VENTURI MONITOR Q H p W I I 2 Ei ♦ 03: '? P I I Z Q m IDIG-PR-01 TIT Z THE Q BACKPRESSURE I w o DIG-TFI-09 TO SLUDGE HEAT o RELIEF h FLAME EXCHANGERS RELIEF TRAP ASSEMBLY ~ N O W 1n DG Q N � � a "DIGESTER2-i I— O C Z m DG Q m c ✓ WASTE GAS♦ w ♦ ♦ FROM SLUDGE BURNER PACKAGE N HEAT EXCHANGERS m o P-1-1 P-1-2 p PROJECT N0. G417 041 0 _ SHEET NUMBER n 37 a O DRAWING NUMBER BOILER SYSTEM EXISTING WASTE GAS BURNER -I-9 3 THRUST BLOCK NOTES AND DETAILSw=; THRUST BLOCK NOTES ?�� 1 KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCKS IN SO. FT- HORIZONTAL BENDS TEE, WYE, 90• BEND TEE 2,CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST ABBREVIATIONS FITTING PLUG, OR PLUGGED PLUGGED BEND ANGLE UNDISTURBED EARTH SIZE CAP CROSS RUN AIL 213�N Al A2 45 22 1/T 1 1/4' 3. REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE FB FLAT BAR, FACE BRICK PNL PANEL 4 1.0 1.4 1.9 1.4 1.0 - - AS INDICATED HEREIN, ADJUSTED. IF NECESSARY, TO CONFORM AS ANCHOR BOLT W oA.J 6 2.1 3.0 4.3 3.0 1.6 1.0 - TO THE TEST PRESSURES) AND ALLOWABLE SOIL BEARING PBDN ABANDON FC FLEXIBLE COUPLING PREFA PRECAST eF' B 3.8 5.3 7.8 5.{ 2.9 1.5 1.0 ABV ABOVE FCA FLANGE COUPLING ADAPTER PREFAB PREfABRICATEO i mT °0 Z S STRESS(ES) STATED BELOW FOR PIPES LARGER THAN SHOWN, PRELIM PRELIMINARY F., _ 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 CHECK THRUST BLOCK SIZING WITH ENGINEER. AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN y ADDL ADDITIONAL FDN FOUNDATION PREP PREPARE. PREPARATION y 12 8.5 12.0 17.0 12.0 5.8 3.4 1.7 qOl ADJACENT, ADJUST F. EMT FIRE EXTINGUISHER PROP PROPERTY fi PROEG. 14 11.5 15.3 23.0 16.3 8.9 4.6 2.3 4. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD AGO ADAPTER FF FINISHED FLOOR PFN PRESSURE REDUCING VALVE "^••w.. PS PRESSURE SWITCH, PIPE SUPPORT 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 RESULTANT THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSIG AFT ABOVE FINISHED FLOOR FG FINISH GRADE 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 AND THE WEIGHT OF CONCRETE = 4050 LBS/CU YD TO COMPUTE AHR ANCHOR FL FLOOR, FLOW PT POINT, POINT OF TANGENCY m 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 VOLUMES FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING ALUM ALUMINUM FLEX FLEXIBLE PVC POLYVINYL CHLORIDE < 24 34.0 45.0 68.0 48.0 26.2 13.6 8.8 EQUATION VOLUME - (TEST PRESS./150) x (TABLE VALUE)- ALT ALTERNATE FLG FLANGE PVMT PAVEMENT o 30 53.0 75.0 106.0 75-0 41A 21.5 11.0 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ELL FLOW LINE RAD RADIUS 36 78.5 108.0 153.0 108. 59.0 30.6 15.3 APPROX APPROXIMATE FIN. FINISH RC REINFORCED CONCRETE 5. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE APVD APPROVED FLR FLOOR RCP REINFORCED-CONCRETE PIPE 42 104.0 147.0 208.0 147. 8L0 42.0 21.0 BASED ON TEST PRESSURE OF 150 PSIG AND AN ALLOWABLE SOIL ARCH ARCHITECTURE. ARCHITECTURAL FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN i BEARING STRESS OF 2000 LBS/SO FT. TO COMPUTE BEARING gSpH ASPHALT FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER 4 z _ AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING REBAR REINFORCEMENT BAR F AVG AVERAGE FSTL FABRICATED STEEL a REF REFERENCE ¢ VOLUME OF THRUST BLOCK STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR O AT FT FOOT, FEET u IN CUBIC YARDS (I 3.33)(PI/S1), WHERE: F" ACTUAL TEST PRESSURE, PSIG BD BOARD FTG FOOTING, FITTING REINF REINFORCE b ( b F TO F FACE TO FACE RRELOC EAD REQUIRED E. RELOCATION VERTICAL BENDS) Sb = ACTUAL SOIL BEARING PRESSURE, F•SF BETW BETWEEN BEND ANGLE BE BOTTOM FACE CA GAGE, GAUGE _ CAL GALLON R5T REINFORCING STEEL FITTING ZEG 4S 22 1/7 11 1/4" 6. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD BLDG BUILDING GALVANIZEDGALVANIZED R/W RIGHT-OF-WAY 4 1.1 0.4 0.2 RESULTANT THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BLK BLOCK BLW BELOW GALVS GALVANIZED STEEL SAN SANITARY 6 27 10 04 BENDS. SM BEAM, BENCHMARK CND GROUND SCHED SCHEDULE ��nn B 4.0 1.5 D.6 BOT BOTTOM GIRIG GRATING SDWK SIDEWALK Tng w a 10 6.0 2.3 0.9 7, BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS 9RG BEARING GSKT GASKET SECT SECTION zw f ti 12 8.5 3.2 1.3 SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STANDARD. BRKT BRACKET GSP GALVANIZED STEEL PIPE SHi SHEET `3 N^ R 14 11.5 4.3 1.8 CHIN CHANNEL GVL GRAVEL Sim SIMILAR �i '^ +qT i6 14.8 5.5 2.3 8. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 10 CHK CHECK GWB GYPSUM WALLBOARD SLP SLOPE g SO FT CI CAST IRON HAS HEADED ANCHOR STUD SP SPACE. SPACED � FITTING ROD CIMJ CAST-IRON PIPE MECHANICAL JOINT HS HOSE BIB SPEC SPECIFICATION SlIN SIZE EMBEDMENT CIP CAST-IRON PIPE FLANGED JOINT HD HUB DRAIN SPG SPACING O W zi, 9. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME HOW HARDWARE SPRT SUPPORT A 2'AN LESS 6 30• EXCEEDING 5 CUBIC YARDS REQUIRE SPECIAL BLOCKING DETAILS. CIPC CAST-IN-PLACE CONCRETE HDR HEADER SO SQUARE 14' - 16• 8 38• SEC PLANS FOR VOLUMES SHOWN Tb LEFT OF SOLID WIVE IN CIRC CIRCULAR SO F7 SQUARE FOOT ~y M+w CJ CONSTRUCTION JOINT, CONTROL JOINT HK HOOK TABLE. CL CENTER LINE HM HOLLOW METAL 50 IN SQUARE INCH W Ij Si o CLDI CEMENT LINED DUCTILE IRON HORIZ HORIZONTAL SST STAINLESS STEEL ri S RR 10. TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE IN THE CLG CEILING HP HORSEPOWER STA STATION STAINLESS STEEL RODS OVER SPECIFICATIONS. CLR CLEAR, CLEARANCE FIR HOSE RACK, HOUR STQ STANDARD /-./-�<`Y U FITTING AND EMBEDDED CMP CORRUGATED METAL PIPE HT HEIGHT, HEAT TRACE STIF STIFFENER E 1000 LEIS/S0. FT. PER CMU CONCRETE MASONRY UNITS HV HOSE VALVE STL STEEL a '6z IN CONCRETE(SEE TABLE 11. ALLOWABLE SOIL BEARING STRESS IS HVAC HEATING, VENTILATING, AND AIR CONDITIONING SYM SYMMETRICAL STRUCTURE I ry L FOR SIZES) FOOT OF DEPTH UP TO A MAXIMUM OF 4000 LBS/SO, FT. COL COLUCID MN MN T&S HWY HIGHWAY I-U A/2 COMB COMBINATION ID INSIDE DIAMETER kB TOP AND BOTTOM ET nl In- u1F�AL�n6lnblll311 CONE CONCRETE OR CONCENTRIC TIE INVERT ELEVATION TF TOP FACE ' TIE IF INSIDE FACE TEMP TEMPORARY.TEMPERATURE _ Ir,N�E CONN CONNECT, CONNECTION T"K THICK A �@ Idl CONSTR CONSTRUCTION IN. INCH _OII a II Ile �IIPII• II n� SIP' III 't IIIFlllal't�l'. M°' CONT CONTINUE, CONTINUED, CONTINUOUS INFt INFLUENT THRU THROUGH = = s p II n� 3II IIt rn INSTL INSTALL, INSTALLATION T.O. TOP OF tau Ilp, yll IK�' 1 4' PLYWOOD CONTR CONTRACTOR TOC TOP OF CONCRETE. RIP OF CURB / INSTR INSTRUMENT N < o PROFILE TEE PLUGGED CROSS WYE OVER FACE INSUL INSULATE TST TOP OF STEEL z o CIX)RD COORDINATE � NTS CORR CORRUGATED uFai ava Hf R Il�lllk OF BOLTS CP CONTROL PANEL INT INTERIOR 7W TOP OF WALL ` G INVT INVERT TYP TYPICAL Al CPTO COUPLING JB JUNCTION BO% UBC UNIFORM BUILDING CODE • EACH AREA 16. C TO C CENTER TO CENTER UG UNDERGROUND(A/2) IS 1/2 OF CMCENTER JST JOIST Q CTSK COUNTERSINK JT JOINT ULT ULTIMATE Z TABULATED L ANGLEV VALVE. VOLT cu CUBIC E1nr A2 n131Ir IIRIII6dl TOTAL AREA LOS POUNDS VERT VERTICAL Z Z CV FT CUBIC FEET 0 0 VOL VOLUME BEND PLUGGED CROSS PLUGGED TEE CU IN CUBIC INCH LF LINEAR FEET 1n f r THRUST BLOCK DETAILS cult' culvERr LNTL LINTEL VRFY VENIFY -x CU YD CUBIC YARD LONG LONGITUDINAL VTR VENT THROUGH ROOF w w NTS D DRAIN LP LOCAL PANEL W WIDTH d PENNY (NAIL SIZE) LR LONG RADIUS W/ WOOD j m FLOW STREAM IDENTIFICATION IS A STANDARD LEGEND, DBA DEFORMED BAR ANCHOR LVL LEVEL W/O WITHOUT MAT 0 Q FLOW STREAM INDENTIFICATION THEREFORE. NOT ALL OF THE INFORMATION SHOWN DBL DOUBLE LOUVERIn MAY BE USED ON THIS PROJECT. DET DETAIL MATE MATERIAL WL WATERLINE _ pEFlNfigN DI DUCTILE IRON, DRAIN INLET MAX MAXIMUM WM WIRE MESH - Q uI AF.�RRt ll•N DE()NITIO DEFINITE) AEBBEVIA➢41i DIA DIAMETER MB MACHINE BOLT WS WATERSIOP, WATER SURFACE r p g RIP NUR, NIGH PRESSURE. F FILTRATE FM RECIRCULATED HOT WATER DIAG DIAGONAL MCC MOTOR CONTROL CENTER WSTL WELDED STEEL, WROUGHT STEEL Z Z {D FERRIC CHLORIDE RS RAW SEWAGE DIM DIMENSION MCP MOTOR CONTROL PANEL Wl WEIGHT 4 N AIR, INSTRUMENT WTR WATER Il In A ALUM FOR FUEL OIL RETURN RSD RECIRCULATED SLUDGE DIMJ DUCTILE-IRON MECHANICAL JOINT MECH MECHANICAL WWF WELDED WIRE FABRIC MFD MANUFACTURED z z ° ALB AIR, LABORATORY FUS FUEL OIL SUPPLY SA SAMPLE DIRON DIRECTION MFR MANUFACTURE, MANUFACTURER XFM WELDED WIRE MESH Z 2 ALP AIR, LOW PRESSURE PROCESS FS FIRE SPRINKLER SO SUB-GRAIN ON DOWN W Q DR DOOR MH MANHOLE %FAR TRANSFORMER � 'R ARD ACID RESISTANT DRAIN DR GRIT SLURRY SOC SUB-DRAIN COLLECTOR MIN MINIMUM YD YARD ARV ACID RESISTANT VENT 14S HEAVY SOLIDS SDG SULFUR DIOXIDE GAS - PRESSURE EA DRAWING SDL SULFUR DIOXIDE LIQUID - PRESSURE EA EACH MISC MISCELLANEOUS W BD BASIN DRAIN HM HOT WATER EF EACH FACE, EXHAUST FAN MJ MECHANICAL JOINT Q NOTE L.0 DDS 13LENDED DIGESTED SLUDGE HINT HEATING WATER RETURN SDS SULFUR DIOXIDE SOLUTION EL, EUI� ELEVATION NIC NOT IN CONTRACT . ~ ~ BTE BIOFILTER EFFLUENT HMS HEATING WATER SUPPLY SIN SULFUR DIOXIDE GAS - VACUUM ILLS ELBOW NO NUMBER 1. FOR ABBREVIATIONS NOT LISTED.SEE 'ABBREVIATIONS FOR pH BIOFILTER INFLUENT KY, NYDRAUUC FLUID SE SECONDARY EFFLUENT REG ELECTRIC, ELECTRICAL NOM NOMINAL USE ON DRAWINGS AND TEXT", PUBLISHED BY THE w DIR BIOFILIER RECYCLE LPD LIQUID POLYMER SH HEATED SLUDGE ENCL ENCLOSE NTS NOT TO SCALE OR COTRICAN NATIONAL ENGINESTANDAER INSTITUTE INC. (ANSI) Q C7O �y BYPASS ML MIXED LIQUOR SPD SUMP PUMP DISCHARGE ENGR ENGINEER GC ON CENTER OR CONTACT THE ENGINEER w J a CHLORINE GAS(PRESSURE) NA SODIUM HYDROXIDE SS SANITARY SEWER - GRAVITY EP EDGE OF PAVEMENT OD OUTSIDE DIAMETER I_ m M; NATURAL OAS SSD SECONDARY SLUDGE EOL EQUAL, EQUALLY OF OUTSIDE FACE 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT � ON CHLORINE GAS (VACUUM) ALL ABBREVIATIONS ARE USED ON THE PLANS. i ~ (1 CHLORINE LIQUID(PRESSURE) NPN NONPOTABLE WATER SSM SECONDARY SCUM EOL SP EQUALLY SPACED OPNG OPENING G5 CHLORINE SOLUTION OR OVERFLOW STS STORM SEWER EQUIP EQUIPMENT Pk10 PROCESS AND INSTRUMENTATION DIAGRAM 3, (INSTRUMENTATION ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS 4 tY i uW COLD WATER TAS THICKENED ACTNAIED SLUDGE EOUIV EQUIVALENT PC POINT OF CURVE (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE _ b PDS PRIMARY DIGESTED SLUDGE u PE PRIMARY EFFLUENT FOS THICKENER 130TIOM SLUDGE EW EACH WAYPCP PLANT CONTROL PANEL SHOWN ON OTHER LEGEND SHEETS.D " 705 THICKENED DIGESTED SLUDGE IXC EXCAVATE PE PLAIN END DCW DOMESTIC COLD WATER PG PROPANE GAS PEN PENETRATION o DEC DECANT PI PRIMARY INFLUENT IRS THICKENED PRIMARY SLUDGE IXH EXHAUST DEW DECANT FlF PLANT EFFLUENT IUF THICKENER UNDER FLOW EXP EXPANSION PERP PERPENDICULAR PROJECT NO. i Po POLYMER SOLUTION TW TEMPERED WATER EXP JT EXPANSION JOINT PH PIPE HANGER O�I�Aa1 DG DIGESTER CAS IXST EXISTING PI PRESSURE INDICATOR, POINT OF INTERSECTION v PRESSURE SEWER LID UNDERDRAIN PJF PREMOLDED JOINT FILLER SHEFI NUMBER o URN DOMESTIC HOT WATER 15 FXT EXTENSION, EXTERIOR am DOMESTIC HOT WATER RECIRCULATION I'SD PRIMARY SLUDGE �"T F FLANGE PL PLATE, PROPERTY LANE 3 o DLG DIGESTER LEVEL CONTROL PSM PRIMARY SCUM VAT: VACUUM PLYWO PLYWOOD DRAWING NUMBER FAD FABRICATE i DOF DIGESTER OVERFLOW RAS RETURN ACTIVATED SLUDGE VRt VENT THROUGH ROOF PMp PLANT MONITORING PANEL 1 r 0% DIGESTED SLUDGE REY RECYCLE NUS WASTE ACTIVATED SLUDGE 1-•-•- IWI DISTILLED WATER RD ROOF DRAIN W WATER - CITY POTABLE u �mz'c S J aV y �OQO K� W oJy� a Q W N J i �< L mVn O tr PR��..,,: CONTROL ROOM I I w MAIN SCADA o COMPUTER REPORT O PRINTER 1 I S F I I rx I I 1 MAIN PLANT I SWITCH UPS , I I NOTE 9 o z -----------J -- LCP 100 -_--_- -_-_ LCP800 --LCP700 -___ LCPj00 - LCP300 ---- LCP400 L� LCP600 LCP001 r-- 1 r r-- --� r— ----� r— r r-- r r T r---- ° r------� r------, NOTE 2--I 1 'I II I I I I I I I I I F I F F (ZJ RM I RM I F I E I I F F I F I I F C C C C C C C C C I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ 2 RIO M M OEM RIO� 1 M RIO 2 M RIO I I I I I I I I I IEl r I I I I I No,e 3 I I I I I I I I I I I I I I I I I OI I I OI I I OIP I ® w ^ I I I I I I I I I I I I I I I I I I I I ~ E -%ISTING LCP-5-2 E%RT_ lrp-4-1 c L_-- -J - -J L- ------J L------J LOCATED OUTSIDE OF LOCATED IN GRAVITY LOCATED IN DIGESTER LOCATED IN DIGESTER LOCATED IN LIFT LOCATED IN GRAVITY LOCATED IN BLOWER LOCATED IN LIFT LOCATED IN GAF LOCATED IN UFT SCADA COMPUTER HEADWORKS BUILDING THICKENING BUILDING BUILDING BUILDING STATION /3 THICKENER BUILDING BUILDING STATION 01 BUILDING STATION/2 LOCATED IN m MAINTENANCE BUILDING BAR SCREEN PRIMARY CLARIFIER}3 DIGESTER$ MASTER RADIO MODEM POND SLUDGE PUMPS PRIMARY CLARIFIERS BLOWERS TRANSFER PUMPS OAF IP PUMPS GAS DETECTORS BOILERS SUMP PUMPS 1 h 2 SCREW PUMPS WAS PUMPS POLYMER SYSTEM SCUM PVMP$ HEAT EXCHANGERS SCUM PUMP i NON-POTABLE WATER SCUM PUMP RECYCLE PUMP$ WAS PUMP$ CHLORINE AND GAS SLUDGE PUMPS PUMPS SECONDARY CLARIFIERS SULPHUR SYSTEM07, DETECTORS THICKENED SLUDGE DEWATERING PUMP L @ 2 m PUMPS = O INFLUENT FLOW tt 0 4 3 m8 NOTES: LEGEND Z I. REPORT PRINTER PROVIDED BY THE OWNER ® ETHERNET SWITCH Q Z 2. NEMA 4X STAINLESS STEEL CONTROL PANEL C/W RAIN CANOPY,VENTILATION FAN Mr FIBER TO COPPER CONVERTER H O AND HEATER WITH THERMOSTAT. Z W 3. PROVIDE AN ETHERNET MODULE IN EXISTING PLC. RM RADIO MODEM - ETHERNET 900M11; (UCENSE FREE) w Y 4 CONNECT(WIRF AND CONDUIT)CHLORINE LEAY ALARM FROM CONTROL ROOM 1 CC SENSOR TO LCP800 —IN BRADLEY CONTROL LOGI%PLC PER DIV 13 APPENDIX B O U x 3 5. CONNECT(WIRE AND CONDUIT)ANALOG OUTPUT FROM LCP8OO TO CHLORINE a- CONTROLLER COPPER ETHERNET W 6. ETHERNET ICAT54 WIRING FROM LCP800 TO MAIN ETHERNET SWITCH IN SINGLE 3/4- FIBER ETHERNET z CONDUIT 1. CONTRACTOR TO PROVIDE ALL POWER,CONTROLS AND SIGNALS CONDUIT AND N NEW EQUIPMENT IN EXISTING CONTROL PANEL Q 0 -1 ELI Z CABIf.S REQUIRED FOR FULL SYSTEM OpERATN]N M MASTER PLC - CONTROL LOGI% WITH CPU IZ H 8. PROVIDE TWO TELEPHONE LINE CONNECTIONS FROM SCADA COMPUTER TO MAIN RIO REMOTE I/O PLC - CONTROL lOGlk } o TELEPHONE SWITCH Z (� 9 THE OWNER WILL PROVIDE MAIN SGADA COMPUTER, SCADA COMPUTER LOCATED IN OIP OPERATOR INTERFACE PANEL W -I THE MAINTENANCE BUILDING AND SCADA SOFTWARE J m 10. AWN ETHERNET SWITCH AND MAIN UPS LOCATED IN MAIN ETHERNET RACK IN Q CONTROL ROOM. 01 E%ISTING PANELVIEW OPERATOR INTERFACE PANELS H D * EXISTING EQUIPMENT U h 1 EQUIPMENT CONNECTED TO MAIN UPS LOCATED IN MAIN COMPUTER RACK 0 a (D> UPS LOCATED IN CONTROL PANEL 900MHz LICENSE FREE RADIO LINK N Z � ANTENNA 3 Q S vALLEN BRADLEY COMPACT LOCI% PLf, PER DN 13 APPENDIX B N CD v m 0 u PROJECT NO G417,041 O SHEETNUMBER r a O DRAWING NUMBER C�-I- I1 w�p }m2� wt -40'min 24' FLUORESCENT STRIP 80 100000 UMACOID PLATE ITEM N0. INSCRIPTION PART N0. TY. .10 LCP300 TOT WEIDMULLER - TERMINAL BLOCKS(TWO LEVEL) WDK 2.5 LOT swlrcH FC Ps-o, wLLL MOUNT TO- WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WTW LOT WAl1 PATCH SS W J MOUNT PANEL T03 WEIDMULLER - END BRACKET WEW 35/1 LOT Oy PATCH - mUm 2 PANEL WMPP =f o i 704 WEIDMULLER - GROUNDING TERMINALS WIPE 2.5 LOT � WMPP FUSE WEIDMULLER - FUSED TERMINAL/BLOCKS c/r FUSES KDKS 1/EN/L0120 LOT e„�{l pl, PS-01 LEI 0 1 2 3 f1617�11�9�1111�12�1111�116� FUSE WEIDMULLER - FUSED TERMINAL/BLOCKS c/r FUSES KDKS 1/EN/24VDC LOT PLC m SS-01 124VOLT WEIDMULLER -TERMINAL BLOCKS WDU 2 5/WTW LOT RJ45 JACK -24VOLT WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WTW LOT z LI WEIDMULLER - TERMINAL BLOCKS WOU 2.5/WTW LOT o i i0-1 N WEIDMULLER - TERMINAL BLOCKS WDU 2.5/W1W LOT ® N PLC ALLEN BRADLEY PLC AS DETAILED IN SPECIFICATIONS AS PER SPEC SWITCH NTRON - 1 FIBRE & 4 COPPER PORTS 405-FA 1 'B m ao✓T g g PC FIBER TO COPPER CONVERTER - NTRON 202MC 1 WMPP WALL MOUNT PATCH PANEL 1 PANEL DOOR MOUNTED ~ z (HORRONTAL)INDUSTRIAL L' 2 FPC 62.5 MICROMETER MULTIMODE PATCH CORD 2 `f KEYBOARD EPC CATSc ETHERNET PATCH CABLES 3 60" m 0 CR-01-D4 DPDT RELAYS 24VDC& 120VAC 4 , u a PS-01 o SWITCHING POWER SUPPLY 24VDC, 10A 1 GPR GPR RECEPTACLE 120V AC C/W TWO CONNECTIONS I C81 ALLEN-BRADLEY CIRCUIT BREAKER 1492-CB16 3 w gIJ 40" SS-01 LIEBERT SURGE SUPPRESSOR 1E-120 I DIP INDUSTRAIL PC K5 SERIES 1 UPS LIEBERT UPS G%T GXT DOMT-120 1 SQ Q g1S= PS-02 SWITCHING POWER SUPPLY N-TRON 24VDC, SA UPS f BILL OF MATERIALS PROVIDED FOR INFORMATION ONLY AND DOES NOT SHOW ALL EQUIPMENT AND MATERIALS REQUIRED- FRONT LEFT PAN BACK PAN RIGHT PAN THE CONTRACTOR IS TO DO A COMPLETE TAKE-OFF FROM DRAWINGS AND SPECIFICATIONS AND PROVIDE ALL MATERIAL 2 REQUIRED FOR A COMPLETE FUNCTIONAL ASSEMBLY. m � � z o Q z FIBER CABLE TO MAIN Q ETHERNET SWITCH Ln Z — O U w Z r----- J W J FPC O D LY m ETHERNET 2 v1 I DIP SWITCH Q' 8 W I EPC z 0 3 O PC DOOR MOUNT 4145 JACK Q O EPC —I 11 m 0 a rn I z U W i i W J z n Q _I Q IL I I w J $ PC cc O FPC w z a O 0 3 R I F W C H o ¢ Z L — -- -------J W n, U G p FIBER.CABLE TO LCP200 IN O THICKENING BUILDING I`F•;,IE.I N,.• O 0417L411 Y O SHEET NUMBER 39 DRAWING NUMBER O 6—I- 12 met IY,iwG u�' 1— i o n JS min 24 FLUORESCENT STRIP 200%100 LAMACOID I PLATE o ITEM NO. DESCRIPTION PART NO. QTY. LCP500 � � ❑❑ T01 WEIDMULLER - TERMINAL BLOCKS(TWO LEVEL) WDK 2.5 LOT SWTTCHI SWITCH2 [HIE WALL WALL p/ �t MOUNT MOVN7 T02 WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WTW LOT WALL FATCM PATCH 15y Z MOUNT PANEL PANEL T03 WEIDMULLER - ENO BRACKET WEW 35/1 LOT 'F pYa N a PATCH �� m U n p PANEL WMPP WMPP T04 WEIDMULLER - GROUNDING TERMINALS WPE 2.5 LOT =^ �y f WMPP ® FUSE WEIDMULLER - FUSED TERMINAL/BLOCKS c/. FUSES KDKS 1/EN/LD120 LOT SOj ALARM IHORN INHIBIT PLC 1) 1 2 3 4 5 6 7 11 9 ❑ FUSE WEIOMULLER - FUSED TERMINAL/BLOCKS c/r FUSES KDKS 1/EN/24VDC LOT SS-Ul .24VOLT WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WTW LOT 0 ®-RJ45 JACK -24VOLT WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WTW LOT i 0 LI WEIDMULLER - TERMINAL BLOCKS WDU 2.5/wTw LOT 0 TR-1 N WEIDMULLER - TERMINAL BLOCKS WDU 25/WTW LOT u FC FIBER/COPPER CONVERTER NTRON 202MC 1 G PLC ALLEN BRADLEY PLC AS DETAILED IN SPECIFICATIONS 4 m o m t g ® SWITCMlk2 NH70N SWITCH - 1 FIBRE!k 1 COPPER PORTS 405F% 2 c b a a In PS-01 SWITCHING POWER SUPPLY 24VDC IOA 1 .a 2 UPS UEBERT GXT700MT-120 I S) i WMPP WALL MOUNT PATCH PANEL I O FPC 62.5 MICROMETER MUITIMODE PATCH CORD 3 �^ m p� EPC CATSe ETHERNET PATCH CABLES 5 CPR 4 CR-01-04 DPOT RELAYS 24VDC A, 12OVAC U a��$ �j z% � PS-02 SWITCHING POWER SUPPLY N-TRON 24VDC 5A SDP-I 1 � ^l; $ GpR RECEPTACLE 120V AC C/W TWO CONNECTIONS I C81 ALLEN-BRADLEY CIRCUIT BREAKER 1492-CO16 3 M+r w Y N P S5-01 LIEBERT SURGE SUPPRESSOR IE-120 1 F I m 4 2�ZZ UPS BILL OF MATERIALS PROVIDED FOR INFORMATION ONLY AND DOES NOT SHOW ALL EQUIPMENT AND MATERIALS REQUIRED, FRONT LEFT PAN BACK PAN RIGHT PAN THE CONTRACTOR IS TO DO A COMPLETE TARE-OFF FROM DRAWINGS AND SPECIE CAT ONS AND PROV DE ALL MATERIALS S a,REWIRED FOR A COMPLETE FUNCTIONAL ASSEMBLY. m � � D o 120VAC (lips) Q FIBER Z FIBER CONNECTION 120 /AC FIBER CONNECTION CONNECTION TO MAIN Q 2A TO LCP400 TO LCP500 SWITCH ~ Z n O W 0 r ——_——— __ f Z W FPC > 502 SENSOR — p J CON LOCATION ''1 FPCeE-THERNEI FP I Cl- 'I.. m O WITH OWNER I HORN TEST lF_ R. ETHERNET Q O M o R1 R} SWITCH R1 I I CL L.J U Z o -) R2 z ,+j I C. 00R. MOUNT RJ45 JACK a- --D LOCATED IN H OI DAF BUILAINO I C J LIJ p HORN INHIBIT A l I PS u w Ill. � ckf Z R3 1,1 O a I < a I I W o I Q Z. WIRING DIAGRAM FOR H2S HORN L_ ___ _-J W (LOCATED IN LCP5W) 0 o NTS m 0 0 0 PROJECT 0417041 v SHEET NUMBER r 40 O DRAWING NUMBER 6-I- 13 w�p Pm?; a �� 3 )5"Tin FLUORESCENT STRIP - �� PLATE 0 LANACOID > _- PLATE =ogg ITEM NO. DESCRIPTION PART NO. QTY. LCP200 TOT WEIDMULLER - TERMINAL BLOCKS (TWO LEVEL) WDK 2.5 LOT ,.••• '•"""^" EE WALL T02 WEIDMULLER - TERMINAL BLOCKS WDU 25/WTW LOT ,'• p ;�`` i > 9 703 WEIDMULLER - END BRACKET WEW 35/1 LOT w0ya W ` PANEL PS-1 m='Y Y O T04 WEIDMULLER - GROUNDING TERMINALS WPE 2.5 LOT Q" ® �y t WMPP RISE WEIDMULLER - FUSED TERMINAL/BLOCKS c/w R15E5 KOKS 1/EN/LD120 LOT ''.,,., pRp ,+ PLC 0 1 2 3 4 5 6 7 6 9 FUSE WEIDMULLER - FUSED TERMINAL/BLOCKS c/w FUSES KOKS 1/EN/24VDC LOT SS-01 +24VQLT WEIDMULLER -TERMINAL BLOCKS WDU 2.5/WTW LOT -24VOLT WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WTW LOT z LI WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WTW LOT p TB-1 N WEIDMULLER - TERMINAL BLOCKS WDU 2.5/WIW LOT FC FIBER/COPPER CONVERTER NTRON 202MCR, N I m PLC ALLEN BRADLEY PLC AS DETAILED IN SPECIFICATIONS o uDO g ® PS-01 SWITCHING POWER SUPPLY 24VDC IOA n u ^ a UPS LIEBERT GXT7DOMT-120 1 7 I WMPP WALL MOUNT PATCH PANEL I FPC 62.5 MICROMETER MULTIMODE PATCH CORD I '^ Q EPC CATSe ETHERNET PATCH CABLE. I JJ m 1 � CR-01-04 DPDT RELAYS 24VDC 6: 120VAC 1 _- CPR F o PS-02 SWITCHING POWER SUPPLY 24VDC SA N-TRON SDPI 1 GPR RECEPTACLE 120V AL (,/W TWO CONNECTIONS 1 CBI ALLEN-BRADLEY CIRCUIT BREAKER 1492-CB 16 3 Li 55-01 LIEBERT SURGE SUPPRESSOR 1E-120 1 w a O d8 �s"s UPS s FRONT BILL OF MATERIALS PROVIDED FOR INFORMATION ONLY AND DOES NOT SHOW ALL EQUIPMENT AND MATERIALS REWIRED. LEFT PAN BACK PAN RIGHT PAN HE CONTRACTOR IS TO DO A COMPLETE TAx E-OFF FROM DRAWINGS AND SPECIFICATIONS AND PR MDE All MATERIALS p ; REWIRED FOR A COMPLETE FUNCTIONAL ASSEMBLY. rc 1A o 0 u 4 S b3 Q FIBER Z CONNECTION Q TO LCP300 Z O Z Z FPC > m C) F CY: 0 z I z L.1 I Q O Y a O z I EPC I � N 2 I I I ~ a < I w J w 01 Z 0 PLC Z Q a N w Of / I Of O I— a I Q Z O I W O I ~ Q Q c L --------J V W / N v O O m V O PROJECT Nu a 0417041. 0 n SHEET NUMBEP O 41 O DRAWING NUMBER S 6-I- 14 3 mC� Wr NIW� U8 R W Z GO WV 7 y 0 5 0 s 2GA 2^IA 2A 2A rc 120VAC FROM UPS c .04 PLC IN SCADA RACK 55 PLC POWER ,.e, `..,--•33"'^r,.e 7DOVA UPS SUAYERSURGE SUPPRESSOR SUPPLY £ b 6io t2A 2A HORN CONTROL I/OS24 VDC 5A SCHEMATICPOWER SUPPLY2A 2A 2A ' * PR ^'' CO2 SENSOR 24VDC 5A DATA RADIO POWER SUPPLY 2A H2S SENSOR LCP800-POWER SUPPLY WIRING DIAGRAM 0 2A COMBUSTIBLE SENSOR 2A 2A FIBER CONNECTION 24 VDC 5A TO MAIN SWITCH POWER FIBER/COPPER P5 z SUPPLY CONVERTER - RbIAO 24VDC PLC 5A 2A i--- FPC- ---- /05 I I I F I 10A CB CB S01 TERMINALS F�--- ® RECEPTACLE I , � © EPC I L------ LCP100-POWER SUPPLY WIRING —� . s (N15) Z . LCP100 NETWORK CONNECTION DIAGRAM LCP800 PANEL LAYOUT (NTS) (NTS) RAIN CANOPY ^_Y 4" RAIN CANOPY 6- 24VDC. 2A VENTILATION FAN U m LOUVRES LOWRE A WALL P5 MOUNTED - 24VDC PLC m m PANEH COMBUSTIBLE o o LOUVRE H 5 R1 LOCATED IN HEADWORKS j-( (0) BUILDING Z N HORN TES GAS ALARM HORN INHIBIT Z R (/ Z M- O R1 RJ Z � R2 L.J � (n V� II PS k2 W J �y N O TERMINALS IS 24VDC: >O Q Z II SA LOGTEO IN w O H m HEADWORKS Cl_ p W HORN INHIBIT BUILDING m 0p 0 --1 R1 EL C5 '— RJ H U Z 200W Z NEATER T R3 Q J Cl- THERMOSTAT ~ O O w O Z � �Q UPS WIRING DIAGRAM FOR HEADWORKS HORN w (LOCATED IN LCP100) J o NTS } OUTSIDE LAYOUT-FRONT VIEW INSIDE LAYOUT OUTSIDE LAYOUT-SIDE VIEW Q C Q LCP100-CONTROL PANEL LAYOUT LEGEND: ("") 3 a F/C FIBER TO COPPER CONVERTER W 55-01 SURGE SUPPRESSOR 15 SWITCH DETECTOR RELAY (REFER TO 13835) N CB SIRCUIT BREAKER 0 FPC 62.5 MICROMETER MULTIMODE PATCH CORD Co EPC CATSe ETHERNET PATCH CABLE '•'ROJECT NO 0417.041 SHEET NUMBER 42 DRAWING NUMBER 6-I- 15 3s me . a -ND eRACKEl END BRACKET ONE TERMINAL FUSE [HD Firx u;nE: ---los ONE TERMINAL FUSE END aRACKEI BLOCK C/W FUSE PER BLOCK C/W FUSE PER ss e ANALOG OUTPUT CARD ANALOG OUTPUT CARD SBu �U I C., I 1:B-01 UPS ® 120VAC 1A ® 24VDC to €rAS 0 0 ICB-02 RECEPTACLE I CB-02 SS-01 MOl - 000 1101 - ODO MO1 - 000 • M01 - DOD s� DMDER I CB-03 RECEPTACLE M01 - 001 MOI - 001 GROUND TERMINAL FOR CABLE SHIELD PLC POWER y( M01 - Wt • MO7 -001 SUPPER FU01 J� 2A DMDER M01 - D02 MOt - 002 0YN Q mU y1 -2 5 LIHERNET SWITCH FU02 2A PLC POWERFU01 2A UPS MOI - OD3 MOI - 003 SUPPER M01 -002 • MO1 - 002 OIP FU03 2A SPARE FU02 2A M01 - 004 M01 - 004 '••„Y,IT PROFS ' 24VDC POWER FU04 2A ETHERNET SUPPE SWITCH FU03 2A Mol - 005 MOl - 005 R PS-01 M01 - 003 • MO1 - OOS 15 24VDC POWER FUO5 ?A SPARE FU04 2A -TDI M01 - DD6 M01 - 006 r T01 SUPPLY POWER FU06 2A SPARE FUO5 2A MOIL - U07 M01 - 007 TWO-LEVEL TERMINALS MOT - O04 • M01 - 004 N T01 p 3 N WIRED TO FIELD WIRED TO FIELD07 2A SPARE FU06 2A WIRED TO PLC _ EQUIPMENT M01 - DDB M01 - 008 WIRED TO PLC EQUIPMENT FUG3 2A NEUTRAL M01 - 009 L101 - DO9 M01 - 005 • M01 - D05 N C� 9:ft�_ FIJ09 'C� 2A NEUTRAL TYPICAL DOUBLE LEVEL TERMINAL BLOCK Mol - 010 Mot - 010 DIVIDER TYPICAL DOUBLE LEVEL TERMINAL BLOCK DETAIL-T01 (DIGITAL OUTPUT) ® 2LVoc ,A DETAIL-T01(ANALOG OUTPUT) FU10 2A NEUTRAL (NT') MOl - 011 MIDI - Oil (NTS) - - NEUTRAL NEUTRAL MOI - 012 M01 - 012 M02 000 • M02 000 NEUTRAL NEUTRAL MOI - 013 MOI - 013 M02 - OGI • NEUTRAL NEUTRAL M01 - 014 MCI - 014 NEUTRAL DIVIDER TWO-LEVEL TERMINALS MOI - 015 M01 - 015 •J� TO NEUTRAL 24VDC POWER FU07 2A SS-01 T02 NEUTRAL "n SUPPLY PS-01 o^ NEUTRAL 24VDC POWER FUOB 2A DIVIDER TYPICAL PLC ANALOG INPUT SUPPLY Ps-o. TERMINAL STRIP WIRING =`a NEUTRAL SPARE FU09 2A ® 120VAC IA (NTS) w g $ 8 NEUTRAL SPARE FU10 2A M02 - DOD M02 - DOD NEUTRAL SPARE FU1 I 2A M02 - 001 w-I 55 in NEUTRAL SPARE FU12 2A 1144 •DIVIDER NEUTRALy F'LC ANALOG OUPLTPUT CARDS FU20 IA �24VUC NEUTRAL POWER TYPICAL PLC DISCRETE INPUT FU21 IA NEUTRAL TERMINAL STRIP WIRING LLJ FU22 IA NEUTRAL (NTS) =I QI FU23 1A NEUTRAL FU24 to NEUTRAL m FU25 'C� 1A DMDER o a o ONE TERMINAL FUSE ONE TERMINAL FUSE o u PLC ANALOG �-�( END BRACKET iO3 END BRACKET -TO} FU26 1A OUTPUT CARDS FU20 Y--1 IA 424VOC 6LOCk C/w FUSE PER BLOCK OUTPUT FUSE CARD Q DIGITAL OUTPUT CARD ANALOG OUTPUT CARD ^ PEP POWER ® 120VAC 5A ® 24VDC IA cf Q FU27 IA FU21 lA H Z J MOI - pD0 • MO1 - 000 MOi - 000 • MOI - 000 H O Q FU28 .� IA FU22 IA TD1 TO1 W F-- FU29 a IA FU23 IA M01 - 001 • MDI 001 GROUND TERMINAL FOR W CABLE SHIELD W MOI - 002 • MOI - 002 M01 - 001 • M01 - 001 N >O 0 N FU30 ,� IA FU24 IA z 8 MOl - 003 • M01 - 003 IN WIRED TO PLC- WIRED TU FIELD WIRED TO PLC- WIRED TO FIELD NEUTRAL FU25 IA TO MOI - 002 • L401 - 002 -EQUIPMENT O MOI - 004 • MOI - 004 ~ b NEUTRAL FU26 IA TYPICAL DOUBLE LEVEL TERMINAL TYPICAL DOUBLE LEVEL TERMINAL a z BLOCK DETAIL-T01 (DIGITAL OUTPUT) Mol - 005 . Mol - 005 1401 - 003 . MOT - 003 BLOCK DETAIL-T01 (ANALOG INPUT) a P NEUTRAL FU27 1A V) A (NTS) Mol - 006 • MCI - 006 (NITS) Z J NEUTRAL FU28 to W Q o1 TWO-LEVEL TERMINALS- MO1 - 007 • .01 - 007 MOI - OOL • M01 - 004 Z Om NEUTRAL FU29 IA 701 W n Of T02- NEUTRAL Of L'i N NEUTRAL FU30 1A I- I-_ j - DIVIDER T0L MO1 - 005 • M01 w J c NEUTRAL NEUTRAL Q 0 CL ® 120VAC 5A IVI Q U NEUTRAL NEUTRAL 3 LL M02 - 000 • M02 - 000 ® 24VDC 1A D NEUTRAL 10 NEUTRALS NEUTRAL Q Ln 2 Z M02 - 001 • M02 - 000 • M02 - 000 3 0 NEUTRAL N / O NEUTRAL NEUTRAL CO 0 / - PROJECT NO. v END BRACKET END BRACKET 0417.041 TYPICAL PLC DISCRETE OUTPUT TYPICAL PLC DISCRETE OUTPUT SHEET NUMBER TB-1 TYPICAL DETAIL WITHOUT UPS TB-01 TYPICAL DETAIL CP WITH UPS TERMINAL STRIP WIRING TERMINAL STRIP WIRING 43 - - / (NTS) (NTS) (NITS) (NTS) DRAWING NUMBER S 6-I- 16 mo° _ Jsz `moo Wau ou > rWiij�rc �� r � PRUF�y NOTE 1 3/4'C VALVE TO LCP OPENED i 0 0 VALVE li CLOSED 3/4-C 4-20rrA To LCP VALVE POSITION NOTE I 0 SIGNAL UPS 24VDC 5A POWER SUPPLY 4-20,M VALVE POSDION - CONTROL MAIN ETHERNET VALVEL 3/4-C TO POWER SWITCH ACTUATOR SUPPLY J POWER N OA 24VOG 5A ��- POWERSUPPLY U MODULATING VALVE ACTUATOR 24VDC DUAL POWER SUPPLY FOR MAIN ETHERNET SWITCH WIRING DETAIL (NTS) �N W (NTS) Q'.rr A ffin o 1 A -- -N--------------------------- ---- -----------------------------------,PANELBOARO I TROL PANEL PANELBOARD I (CONTROL PANEL I rO I I I I I 1 I I 20A I I 20A 2A 1 2`0A I 1 i� sn - SURGE PlC 700VA UPS PLC POWER I = p I I SUPPRESSOR POWER I I i SUPPLY 20A SUPPIY 1 I &&& I 1 I I I I I I m m I 2A I 2_0A ( I 20A - 2A 3 p a W o 1 ETO k i ' ' I - DI C u 3 a 3 I I I I I I 1 2A I I I 2A Q I 24VOC 1 I I ETHERNET z POWER I I I SWITCH Q N SUPPLY I I I In Z J O 2A I J 1 z :2 H- TYPICAL DIGITAL REOUIRED NUMBER I W W INPUT MODULE Of FUSES 10 I 2A W PROVIDE ONE I 1 i 21VOC 1DA J U. 10A FUSE PER DIGITAL SOR PDWER SUPPLY TYPICAL DIGITAL INPUT AND I I Z �0 OUTPUT MODULE OUTPUT MODULE I a_ Cr O = 2A 3 TYPICAL DIGITAL REOUIRED NUMBER n ^DA I INPUT MODULE OF NSES TO J O RECEPTACLF zz W ® ICA FURSE PER DIGITAL Z ® RECEPTACLE TYPICAL DIGITAL INPUT AND I a Z v OUTPUT MODULE OUTPUT MODULE I F-- z � W O ----------- L---------- o a � o w z o ck� O TYPICAL DETAIL-CONTROL PANEL WITHOUT UPS TYPICAL DETAIL-CONTROL PANEL WITH UPS ~ U (NTS) - - --- -- -- rN" J U � a w } NOTES: c z ~ Q 1. ALL EOUIPMENT LOCATED IN ETHERNET 19"RACK IN THE CONTROL ROOM. 3 W 2. VALVE ACTUATOR POWER SUPPLY MANIA BE 3 PHASE OR SIGNAE PHASE. REFER N j TO APPROPRIATE SPECIFICATION DIVISIONS O v m 0 u 000, 0 PROJECT a 0417041 SHEET NUMBER 44 O O DRAWIPW NUMBER I 6-I- 17 m o ,so �¢ r:..�•-..a33N 00 00 00 00 00 0o Zp EIBER CABLE RACK V ~C,r0 44QOQQ 0000-1 000,00 0 0 0 0 0 0 00 u 00 SPARE PLANT ETHERNET 000000 000000 SWITCH 4 Q4004 000044 o a 0 0 0 0 0 0 0 0 0 C. --MAIN PLANT ETHERNET 0 0 0 0 0 0 0 0 0 0 0 0 SWITCH P44000 40004Q o CATS CABLE RACK 000004 000044 � � z d z p p p p 11 11 POWER STRIP UPS CONNECTED d O UPS z p p p © lO 11 POWER STRIP NOT CONNECTED TO UPS ,,J g ETHENRET 19'MAIN RACK-INSIDE LAYOUT O w = J (NTS) F~AN�II YY-i+w�ll� �ry O d4 20"MIN. I 20"MIN.� 5?P �g CFO%ll 2� RIO SS-01 MDEM 2 5 A. RIO SS-01 S OI It B�F S S TERMINALS NJAIOG BREAKERS p TERMINALS It o a a FUSES p a Z Y � U Q © TERMINALS DIGIfAI 1.- O p LCHN-LAYOUT W 7 a SCALE. KITS W a > U O (n "g LCP400 AND LCP600-LAYOUT Z N Z J \ SCALE. KITS ~ Q Z H o Q O W J O O o d n z Z O a w 00 < Q 0 Li O 4VOC CC ry G ~ d 1D W - v�i WALL MOVNi H p PATr_H PANEL O IL w c F-Q U o Z Q J m w 0 LCP001-LAYOUT o m a SCALE' NT$ u PROJECT NO 0 0417.041 O SHEET NUMBER 45 �f DRAWING NUMBER 6-I- 18 m O VV �t2 D o o o o 0 0 o1 1.— o ✓Y INPUT w J� CHANNEL STATUS .; mU °'2 0 0 0 0 �y7 0 0 0 0 `ti* °f 1756-IF61 \ \ IN 1/V IN O/V o 1-20- l / FI G ELD DEVICE \ IN 1/1 IN 0/1 3 - J IJ L IJ � FI ELD2DEVICE RFT-I RET-O 0 Q1 N TT IN 3/V IN 2/V p14 AWG p10 AWc p10 AWG 0 FIELD2DEVICE l IN 3/1 IN 2/I 4-201A FIELD DEVICE RET-3 RET-2 T#l� G NOT NOT EARTH CROUNU C F a USED DscD PLC GROUNDING �� 0/�� IN 5/V IN 4/V RELAY OUTPUT (NTS) y� FIEID DEVICE ) IN 5/I N FlE ttPICAL FIELD 1756-OXBI �� DFVIGE L1-O NCT-0 CNOTES: FIELD SPOWL Ll-0 R Cl AC TERMINALS LOCATED IN LCF' `I F 1NUT-0 O _ O �4 �Y~ < � o ALLEN BRADLEY 1756-IF61 ANALOG_ �`� u_, DST_, INPUT MODULE DETAIL-TYPICAL FIELD POWER `11J N` SUPPLY L1-1 OUT-1 NO L1-2 OUT-2 OUTPUT FIELD POWER � INPUT CHANNEL STATUS SUPPLY ll-2 NOVT-2 O O O O it o O O O O O 0 0 0 T1� a-3 oOT-3 0 [� O O 0 0 0 FIELD POWER "'�� NC TYPICAL FIELD O O Tle SUPPLY r u w LI-3 OUT-3 DEVICE CONTACT 1756-OF6GI T NO 1-20mA L1 1756-IA16 Q FIELD DEVICE - OUT-1 OUT-0 ��(il L1-4 OUT-4 IN 1 IN D Z _ (�(jf)/� NC IA FUSE IN FUSED z FIELD POWER TERMINAL BLOCK SDPPL'Y IN 3 IN 2 I- O ALT-1 ALT-O /\ -a No NO l Z M � W Z 4D DEM RTN-1 RTN-0 LI-5 OUT-5 120VAC Q FIELD DEVICE - FIELD POWEN F- • IN 5 IN 4 - SUPPLY NC f- (Il 8 FElD2DENCE - OUT-3 DIIT-2 LI-5 Ou-5 IN 7 IN 6 NO d J � FIELD POWER ~ Q n0 ALT-3 ALT-2 SUPPLY L1-6 OUT-6 =~ NC N L 20 L2 0 O W o z �� Q H FIELOLDEVICE \ RTN-3 RTN-2 1I-6 OUT-6 L1 IN 9 IN B d O J NO IA FUSE IN FUSED CL o - FIELD POWER TERMINAL BLOCK Z Z � l HOT NOT SUPPLY L1-7 NUT-7 z O 0 (�(11)J USED USED IN 11 IN 10 W Z O � J, 00 4 20mA OUT-5 OL11-1 O FIELD DEVICE - � � 11-7 OUT-7 120VAC IN I.} IN 12 W a� N •( VL FIELD POWE NO R � Q ALT-5 ALT-4 SUPPL'f L1-7 IN I5 IN 11 U cl F2Dm EDa, < r RTN-5 RTN-! N L2 1 L2 1 ~ c Q _ W ti 2 n Z a a 0 j U W / N o O u Co 0 / ALLEN BRADLEY 1756-OF6CI ANALOG ALLEN BRADLEY 1756-OXBI ISOLATED RELAY ALLEN BRADLEY 1756-IA16 DISCRETE PROJECT No OUTPUT MODULE DETAIL-TYPICAL OUTPUT MODULE DETAIL-TYPICAL AC INPUT MODULE DETAIL-TYPICAL ;HEFT NUMBER O 46 I DRAWING NUMBER 6-I- 19 wm mZ*0�2 _ 3 �1> �11 2wC uuJ z ZO a2 O� o p LO �2 3/4" FLEX CONDUIT iW o i ROYCE MOUNTING BRKT f \ F ?jF OYO NZi m U n O 3/4" PIPE, STAINLESS STEEL HANDRAIL (1-1/2" STD) OR GALVANIZED m KEEP ANGLE o SMALL. 4 0 a � N 0 BRIDGE DECK ROYCE SWING BRh:T i 2' MIN �) SKIMMER Ctl MODEL AS PER SPECIFICATION W/ DEFLECTOR (2.0" MIN DEPTH) SWING-OUT MOUNT DETAIL $ m (NTS) gg of CA o CONNECT OVERALL SHIELD CONTRACTOR SUPPLIED B CONDUCTOR CABLE I of TO ANALYZER ONLY WITH OVERALL SHIELD MINIMUM 22 AWG CONDUCTORS MAXIMUM LENGTH 750 FEET z TRANSCEIVER/JUNCTION BOX m i r-----------------------� 3 � rc ok 2501/11 ANALYZER I TRANSCEIVER PC BOARD SHIELD Q +15V RED GND SHD Z COM I +12 WHT Q N BLACk ~ J -15V I Z -12 BLK I CABLE WITH TWO SHIELDED PAIRS SUPPLIED N 0 Q AGC I AGC I BY ROYCE AS PART OF MODEL 25DHE Z m w TRG+ 3/4"T' I TG+ I I SENSOR ASSEMBLY. MAXIMUM LENGTH 75 TRG- I TG- I FEET. 0 ENV+ E+ I O z POWER SUPPLY I E- ( SHD a PC BOARD Q ENV WHITE :zI WHT - o (BASE OF UNIT) SHLD GREEN _ O I+ 4-20 mA ISOLATED OUTPUT 900 GRN O OHMS MAX LOAD. n �I z:Q CTS w 'o COM I > z TX I w Z —I RX L———— ——————————————————J w 0 o X+ — w X- w Y o — X COM J 0 fV Z r = W j m Z Z I I I I I I I I 1 1 1 1 1 ~ m m n Z z n Z z Cl Z 2 C� Z Z n Z 2 o Oc+ ot'� o[� O� On � - O w � a � � o C Q 1n 2 / 0 n 3/4"C o -111 i LINE m 115 OR 230 VOLTS AC o NEUTRAL 5U UR 60 HZ GROUND INSTRUMENT IS FUSED AT 2 AMPS. CR0417041 + MODEL 25DN SENSOR SHEEP NUMBER < SLUDGE BLANKET LEVEL METER WIRING DETAIL " DRAWING NUMBER C. (1'11S) G-I-20 wit mGo GENERAL STRUCTURAL NOTES DESIGN CODES 9. ANY NATIVE LEAN CLAY SOILS ENCOUNTERED DURING EXCAVATIONS SHALL NOT BE USED FOR STRUCTURAL ALUMINUM 2000 INTERNATIONAL BUILDING CODE (IBC), ACI 350-01. ACI 318-02 BACKFILL AND MUST BE DISPOSED OF OFF-SITE BY THE CONTRACTOR. 1. DETAILING, FABRICATION. AND ERECTION SHALL BE IN ACCORDANCE WITH THE "ALUMINUM DESIGN �?� z MANUAL"AND THE "ALUMINUM CONSTRUCTION MANUAL". LP DESIGN LOADS 10. NON-LOAD BEARING FILL AND BACKFILL MATERIALS SHALL BE PLACED IN - o°z I SNOW LOADING GROUND SNOW LOAD: 46 PSF 6-INCH MAXI MUM DEPTHS AND COMPACTED TO MINIMUM 98% MAX. DRY 2 ROLLED AND EXTRUDED SECTIONS: ASTM 6061 T6 (Fy= 35 KSI) 2X7.41 SNOW IMPORTANCE FACTOR = 1.1 DENSITY PER ASTM D698. C1 C1 = 410. IN. € i SNOW EXPOSURE FACTOR,C.- 0.90 T. SNOW THERMAL FACTOR. Ct = 1.2 11. WHERE FILL IS REQUIRED FOR FOUNDATION SUPPORT, ENGINEERED STRUCTURAL FILL Elf 2.93 IN. SHALL BE PLACED IN LIFTS NOT EXCEEDING 8-INCH LOOSE THICKNESS AND SHALL Tf 0.498 IN, 2. WINO LOADING: BASIC WIND SPEED (3-SECOND GVST) 90 MPH BE COMPACTED TO MINIMUM 989 DRY DENSITY PER ASTM D698. ON-SITE GRAVEL WIND IMPORTANCE FACTOR = 1.15 AND SAND SOILS THAT ARE FREE OF TOPSOIL, ORGANIC MATTER, OTHER 3. BOLTS: USE EITHER STAINLESS STEEL BOLTS AND WASHERS OR ALUMINUM BOLTS AND WASHERS WIND EXPOSURE - C DELETERIOUS MATTER AND MST ARE. CONSIDERED SUITABLE FOR BACKFILL. CONFORMING TO THE FOLLOWING; ? a INTERNAL PRESSURE COEFFICIENT = +/-.1S IMPORTED ENGINEERED STRUCTURAL GRAVEL FILL SHALL CONFORM TO THE STEEL: 304 STAINLESS FOLLOWING GRADATION; ALUMINUM. ASTM F469Y (ASTM 6061-T6) 3. SEISMIC LOADING: SEISMIC USE GROUP - III -o Z, SEISMIC IMPORTANCE FACTOR - 1.25 s. FCR FN OR -TEA SIZr PERCENT PASSING BY W I,HT 4. ALL HOLES FOR BOLTS SHALL BE EQUAL TO BOLT DIAMETER PLUS 1/6 INCH UNLESS NOTED Y �' 3• 100 OTHERWISE. - 4. EQUIVALENT LATERAL EARTH PRESSURES FOR SEISMIC PURPOSES 1*, 85-100 �(z; (BASED ON NTL ENGINEERING AND GEOSCIENCE. INC. REPORT): No. 4 30-60 5. WELDING: CONFORM TO AWS D1.2 STRUCTURAL WELDING CODE - ALUMINUM ,,y"I��•�•�" SOIL PROFILE TYPE C No. 200 10 MAX. DESIGN EARTHQUAKE ACCELERTATION (Kh) 0.28q EOUIV. SEISMIC LATERAL EARTH PRESUURE 45•Kh, 12. USE ONLY HAND OPERATED COMPACTION EQUIPMENT WITHIN 5 FEET OF STRUCTURES. - APPLIED AT 0.6H ABOVE THE BASE OF THE WALL 13. DO NOT PLACE BACKFILL UNTIL WATER HOLDING STRUCTURES HAVE BEEN TESTED FOR AND HAVE MISCELLANEOUS PASSED LEAKAGE TEST IN ACCORDANCE WITH THE SPECIFICATIONS. 1, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL AND ELECTRICAL 14. DO NOT PLACE BACKFILL UNTIL ALL SUPPORTING STRUCTURES ARE IN PLACE AND CONCRETE DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY WALLS AND SLABS HAVE ACHIEVED THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH UNLESS DISCREPANCIES PRIOR TO CONSTRUCTION. OTHERWISE NOTED ON DRAWINGS, STRUCTURAL ABBREVIATIONS o _ 2 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR REINFORCING STEEL ABUT. - ABUTMENT MK. - MARK a DETAILS OF CONSTRUCTION SWILL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE 1 ALL REINFORCING STEEL SHALL: ASTM A615, GRADE 60, DEFORMED BARS A.C.I -AMERICAN CONCRETE INSTITUTE M.O. - MASONRY OPENING z a ENGINEER. A,F.F- -ABOVE FINISHED FLOOR MID. - MOUNTED 2 REINFORCEMENT TO BE WELDED SHALL CONFORM TO ASTM 706, ALS.C. -AMERICAN INSTITUTE OF MTL -METAL 3. DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION ARE TO BE VERIFIED IN THE FIELD AND STEEL CONSLRIXIIKIN ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ 3. FABRICATION AND PLACEMENT OF REINFORCING SHALL BE IN ACCORDANCE. WITH CRSI MSP.2.86 A.N.S.I. -AMERICAN NATIONAL STANDARDS N. -NORTH OF ALL DISCREPANCIES WHICH REQUIRE A SIGNIFICANT CHANGE IN THE DESIGN AND/OR 'MANUAL OF STANDARD PRACTICE' AND ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE INSTITUTE CONSTRUCTION FROM THAT SHOWN ON THE DRAWINGS. FOR BUILDINGS" A.W.S. -AMERICAN WELDING SOCIETY OPP. OPPOSITE O.W.J. - OPEN WEB MST 4 THE CONTRACTOR SHALL CHECK AND COORDINATE WITH ELECTRICAL AND MECHANICAL CONTRACTOR 4, MINIMUM CLEARANCE FOR REINFORCEMENT AT CONCRETE SURFACES, UNLESS SHOWN OTHERWISE. B.B. -BACK TO BACK FOR BLOCKOUTS, CONDUIT, PIPE SLEEVES, EMBEDDED ITEMS, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE BLKG. -BLOCKING PCs. - PIECES AND MASONRY, AS WELL AS OPENINGS IN STRUCTURE FOR MECHANICAL AND ELECTRICAL SUREACL EXPOSURE w rARANC_F_ SSW. -BASEMENT PSF -POUNDS PER SO.FT Gi F o i m INSTALLATIONS. WHEN PLACED ON GROUND: 3" B.U. - BUILT-UP PSI -POUNDS PER SO.INCH iu z 5. ENGINEER SHALL REVIEW SHOP DRAWINGS ONLY FOR THE CONFORMANCE WITH THE DESIGN EXPOSED TO WATER, WEATHER, P.T. -PRESSURE TREATED F. 5 BAR OR SMALLER 2" CEJ CONCRETE EXPANSION JOINT R. RISER CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT FIAC# OR CONDENSATION: CCJ -CONCRETE CONTROL JOINT yr c^ DOCUMENTS. DIMENSIONS AND QUANTITIES NOTED ON THE SHOP DRAWINGS ARE NOT GUARANTEED - - =8 BY THE ENGINEER, AND THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. THE �6 OAR OR LARGER CRJ -CONCRETE CONSTRUCTION JOINT RD, -ROUND m �� @ -gam CONTRACTOR IS RESPONSIBLE FOR INFORMATION THAT PERTAINS TO THE FABRICATION PROCESSES CU -CONCRETE ISOLATION JOINT RM. -ROOM U s OR TO TECHNIQUES OF CONSTRUCTION,AND FOR COORDINATION OF THE WORK OF ALL TRADES. INTERIOR DRY SURFACES, CHTLPL. -CHECKERED FLOOR RATE ,Z SHOP DRAWINGS MUST BE REVIEWED, STAMPED, AND SIGNED BY THE CONTRACTOR PRIOR TO THE SLABS th" CTRD. -CENTERED S. - SOUTH RENEW BY THE ENGINEER. BEAMS STIRRUPS) Ili" -DECREE SEC. -SQUAREEE FEET COLUMNS (REST 11}" DWL _DOWEL S.G.T. -STRUCTURAL GAZED TILE .•-� 6. THE STRUCTURE SHALL BE ADEQUATELY BRACED FOR SOIL, WIND, EARTHQUAKE AND CONSTRUCTION WALLS 1)4" D.O. - DOOR OPENING sm. -SHEATHING (]� LOADS UNTIL ALL FLOOR, ROOF, AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. S.I. -SNARE INCHES W 5, ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE STANDARD BENDS AS DEFINED IN THE EATESI REQUIRED SPECIAL INSPECTIONS AND TESTING EDITION OF ACI 318. E. -EAST SAP. -SHORT LEG I VERTICAL PANEL �4 S.LV, -SHORT LEG YERIIClL IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL & ALL WALL CORNER AND WALL INTERSECTION REINFORCEMENT SHALL BE CONTINUOUS AROUND GL. -GLUE IAMWATED SPA -SPACES ' INSPECTIONS AND TESTING IN ACCORDANCE WITH SECTION 1704. 1707, AND 1708 OF THE CORNERS AND THROUGH COLUMNS OR PILASTERS REINFORCEMENT SHALL BE EXTENDED INTO G,LB -GLUE LAMINATED BEAM SST -STAINLESS STEEL ?000 INTERNATIONAL BUILDING CODE. CONNECTION WALLS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS, AS GR, -GRADE STIW -STIRRUP I F SHOWN BY STANDARD DETAIL 3 7 . G.W. -GROUND WATER STIL -STRAIGHT m A SPECIAL INSPECTIONS (1704): S.Y. -SQUARE YARD - CONCRETE CONSTRUCTION 1704.4 7 WALL VERTICAL INTO THE TO SHALL WALL LAPPED WITH ROWELS FROM BASE SLABS OR FOOTINGS H.C.M. -HOLLOW CLAY MASONRY I ( ) AND EXTENDED INTO THE TOP OF WALL OR PACE OF ROOF SLABS AND UPPED WITH TOP SLAB T. - TREAD OR TON B. STRUCTURAL TESTING FOR SEISMIC RESISTANCE (1708): REINFORCEMENT. PROVIDE VERTICAL REINFORCING AT WALL ENDS, CORNERS AND INTERSECTIONS. LB.C_ -INTERNATIONAL BUILDINGCONFERE C T INTERNATIONAL ODE HU - IHRWTRUSS O14 - REINFORCING STEEL (1708.3) 8. SPLICE REINFORCING ONLY AT LOCATIONS INDICATED BY DRAWINGS, EXCEPT AS APPROVED BY OF BUILDING OWICIALS TMOL -TIMBER ENGINEER. INV. -INVERT T.O.D. -TOP OF DECK/SHEATHING EXCAVATION,FOUNDATIONS,13ACKFILL T.O.F. -TOP OF FOOTING 1 A GEOTECHNICAL REPORT WAS MADE NY NTL ENGINEERING AND GEOSCIENCE IN ROOT FOR P. ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: KIP - 1000 POUNDS T.O.Q. -TOP OF SLAB Y u c CONSTRUCTION OF PRIMARY CLARIFIER No. 3. THIS REPORT AND BORE LOGS FROM PLANT DETAIL OF REINFORCEMENT - LAP LENGTHS" n- z 3 N N CONSTRUCTION IN 1969 AND 1981 ARE AVAILABLE FOR REFERENCE FROM THE OWNER TAM. -LAMINATED V.N.O. - UNLESS NOTED OTHERWISE >< mE AND THE ENGINEER. BAR SIZE J /4 /5 16 7 S /9 10 #11 LLV. -LONG LEG VERTICAL m m �' 4 CONC. DESIGN 4000 PSI LLH. -LONG LEG HORIZONTAL W -WEST � .J 2, DATA ON INDICATED SUBSURFACE CONDITIONS ARE NOT INTENDED AS REPRESENTATIONS OR STRENGTH LV.L -LAMINATED VENEER LUMBER W.I -WROUGHT IRON o 'm WARRANTIES OF CONTINUITY OF SUCH CONDITIONS. IT IS EXPRESSLY UNDERSTOOD THAT OWNER TOP BAR• 1'-7" 2'-1• 2'-7" J'-1" 4'-8" 4'-0" 5'-10" 8'-7" T-3" W.P. -WORKING POINT AND ENGINEER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN GR 60 OTHER BAR 1'-4" 1'-T 2'-0" 2'-5• 2'-9" 3'-6" C-6" 5'-1" 5•-8" THEREFROM BY THE CONTRACTOR. THE DATA ARE MADE AVAILABLE FOR CONVENIENCE OF THE Q CONTRACTOR. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE Z THAN 12"OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. IN ANY Q 3. IN JANUARY OF 2001. GROUNDWATER WAS ENCOUNTERED AT 19.8 FT. BELOW THE SURFACE SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. ~Z DURING GEOTECHNICAL INVESTIGATIONS FOR PRIMARY CLARIFIER No. 3.THE BORE HOLE WAS LOCATED IN THE CENTER OF THE CLARIFIER SITE. IN MAJOR PLANT CONSTRUCTION IN 1981, ••INCREASE LAP LENGTHS SHOWN ABOVE AS SHOWN IN THE. DRAWINGS OR AS O 13 BORE HOLES SCATTERED AROUND THE PLANT SITE ENCOUNTERED GROUNDWATER AT DIRECTED BY THE ENGINEER WHERE BARS ARE SPACED CLOSER THAN 6"O.C. OR N DEPTHS RANGING FROM 4 FEET TO 10 FIEV BELOW THE SURFACE. THE LOCATION OF THESE WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN 3" FROM ~Z BORE HOLES CAN BE FOUND ON SHEET 2-C-1. HOWEVER, GROUNDWATER ELEVATIONS FROM FACE OF MEMBER. W PREVIOUS INVESTIGATIONS ARE NOT NECESSARILY A TRUE PREDICTOR OF THE ELEVATION AT ICI. TOLERANCES IN PLACING REINFORCEMENT SHALL BE: OTHER TIMES. SEASONAL AND ANNUAL FLUCTUATIONS IN GROUNDWATER ELEVATIONS SHOULD +/- IN. FOR MEMBERS WITH D LESS THAN 8 IN. >O Li BE EXPECTED. +/- IN. FOR MEMBERS WITH D GREATER THAN 8 IN. 4. SUABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILITY OF WHERE 0 IS THE DISTANCE FROM THE FACE OF CONCRETE TO THE CENTER OF THE REINFORCING. 135 W THE CONTRACTOR. CONSTRUCTION EXCAVATIONS SHALL BE PLANNED AND EXECUTED IN a ~ ACCORDANCE WITH OSHA PROVISIONS. ASSUME TYPE B SOILS CONDITIONS, BASED ON 11. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE O GEOTECHNICAL INVESTIGATIONS IN 2D01 FOR PRIMARY CLARIFIER /J� PRIOR TO BEGINNING SUBGRADE. CONCRETE BLOCKS OR BOBBIES SUPPORTING BARS ON SUBGRADE SHALL BE Z EXCAVATION FOR THE NEW SECONDARY CLARIFIER N4, SCHEDULE THE WORK WITH THE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN NO CASE Z J ENGINEER SO THAT THE GEOTECHNICAL ENGINEER CAN COME TO THE SITE AND EITHER SHALL SUCH SUPPORT BE CONTINUOUS. Q Q < CONFIRM OR REVISE THE SOIL TYPE AND GEOTECHNICAL RECCOMENTDATIONS. 12. DOWELS SHIN L BE THE LENGTH INDICATED, DOWELS SHALL BE WIRED IN POSITION PRIOR TO O_ 5, SHORE ALL EXCAVATIONS AND PROVIDE DE-WATERING SYSTEMS AS REQUIRED FOR THE WORE POURING THE CONCRETE, ~ r U AND TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT EXISTING STRUCTURES, UTILITIES, Z � STREETS, ETC. DESIGN OF SHORING AND OF SYSTEM IS THE CONTRACTOR'S 13. UNLESS INDICATED OTHERWISE, ALL. REINFORCEMENT LAP SPLICES, EMBEDMENT, AND HOOKS SHALL STREETS. COMPLY WITH ALL GOVERNING LOCAL, STATE AND FEDERAL REGULATIONS. COMPLY WITH ACI 318-95. LOCATION OF SPLICES SHALL BE SHOWN ON SHOP DRAWINGS AND ARE W � SUBJECT TO APPROVAL OF ENGINEER. SPLICES IN ADJACENT BARS SHALL BE STAGGERED A MINIMUM N DEWATERING DURING CONSTRUCTION MUST MAINTAIN GROUNDWATER LEVEL A MINIMUM OF 3 OF 1 LAP SPLICE LENGTH OR AS SHOWN ON DRAWINGS. ~ FEET BELOW LOWEST POINT OF EXCAVATION. J Of a ? 8. PROPER DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION TO KEEP SURFACE RUNOFF CONCRETE(CAST-IN-PLACE) ~ W FROM ENTERING THE EXCAVATIONS AND DIRECTED AWAY FROM THE STRUCTURE. 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH (F'c) SHALL Elf 4000 PSI AT 28 DAYS. CONCRETE w 7. FOUNDATION SOILS ARE EASILY DISTURBED AND SHALL BE PREPARED BY EXCAVATION EQUIPMENT MATERIALS AND QUALITY SHALL BE IN ACCORDANCE WITH ACI 318 'BUILDING CODE REQUIREMENTS LLJ OPERATING FROM OUTSIDE OR ABOVE THE FOOTING OR SLAB AREA DISTURBANCE TO FOUNDATION FOR REINFORCED CONCRETE" MINIMUM CEMENT CONTENT AND TYPE SHALL BE AS SPECIFIED. ~ CD Q ? SURFACES (SLABS AND FOOTINGS) SHALL BE REPAIRED IN THE FOLLOWING MANNER; LLE 3 i 2. CONTINUOUS WATER STOP AS SPECIFIED AND SHOWN IN®AND 41 SHALL BE INSTAD A. SAND/CRAVEN AREAS-DISTURBANCE SHALL NOT EXCEED B INCH DEPTH. IN ALL CONSTRUCTION JOINTS IN WATER HOLDING STRUCTURES do VAULTS, EXCEPT WHERE INDICATED WH- COMPACT BOTTOM OF EXCAVATION TO 98% MAX. DRY DENSITY PER OTHERWISE. n i a ASTM D698. 3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON CONCRETE MIX DESIGNS AND TESTING, 3 Z B. CLAY AREAS-REMOVE DISTURBED SOIL 10 INTACT BEARING SURFACE. AGGREGATE SIZES, AIR CONTENT, MAXIMUM SLUMP, ETC.. Q 8 WHERE SHOWN BELOW SECONDARY CLARIFIER SLAB AND ANY OTHER STRUCTURES WHERE SHOWN, 4, PROPOSED JOINT LOCATIONS BY CONTRACTOR AT LOCATIONS OTHER THAN THOSE SHOWN BY i PLACE GRAVEL DRAIN MATERIAL. TAMP GRAVEL TO A STABLE CONDITION AROUND SUB-DRAIN PIPES. W I REMAINDER OF GRAVEL LAYER ABOVE AND BELOW PIPES SHALL BE COMPACTED IN AT LEAST TWO DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL N o LIFTS TO ACHIEVE A MINIMUM RELATIVE DENSITY OF 70% PER ASTM D425354. GRAVEL DRAIN OF REINFORCING SHOP DRAWINGS. m MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION: PROJECT NO. 1 cr'R FN OR CIEV G PERCENT PASSING BY WE16HT 2" 10 0417041 j 1h. 95-100 SHEET NUMBER fig• 35-70 r 4 10 30 p NO 4 O-5 DRAWING NUMBER 1-G-4 _ �sz A 2wl NU z �S cW� 5 NOTE 421 i�l�'Jo zY �IO � 00 s .....a3 LOUVRES O x za ii Z VENTILATION FAN LOWERS CIRCUIT BREAKERS AND TERMINAL FUSES FOR EACH INSTRUMENT - _O �U N O 30" z (ft THERMOSTAT lI'f NEATER ogu$ BIP PANEL DETAIL INnI �� RAIN CANOPY DETAIL (NTSI I,I m CD s a 0 0 Q Z a N Z 2DA w O CB1 IA GH2 IA Lai --a DOI —oEIA SPARE W IA NOTES: 0pLi2 SPARE I. BIP TO HAVE ACRYLIC TRANSPARENT FIBERGLASS-REINFORCED DOOR, NEMA 4X CDNIA ENCLOSURE. : Q SPARE SPARE 2. DOI,2. DISSOLVED OXYGEN TRANSMITTERS ~r 20A J. THERMOSTAT TO BE 120VAC HEATING/COOLING THERMOSTAT Z W0 � IA C83 Q 0 SPARE d J Z 4. RAIN CANOPY'TO BE 316-SS t11ERMOSTAT h HEATER h FAN W o IA - Z p SPARE W Q a N A H O SPARE Q d p RECEPTACLE � m O lA 1- N � SPARE c Q 0 3 a W o N Z Q � f CIRCUIT BREAKERS&TERMINAL N FUSES WIRING DETAIL m O ( ) PROJECT NO. 0117 041 o SHEET NUMBER r 48 e 0 DRAWING NUMBER 6-I-21 amz; 4811 480 3 z w j9 VA[. VAC 480V a W� �UU�UU KU6 CONTRA �JTRANSFCCRMEP. - 120 120 120V o Y s VAC - VAC - m V•t o c,J LOCAL OFF REMOTE BLOS1Ag7WER 5TOP LOCAL OFF REMOTE r --_-_ „•.. pROF�'! L R R R4 R L OVERCU RENT OL START �� PRESSOR SWITCH NOTE it !! C C _____J R1 PLC -- R-�-- OUTPUT R O PUT Rl RESET R2 R � o L PLC INPUT L PLC INPUT - LOCAL R TRANSMITTER ® i o � Rt PLC INPUT R PLC INPUT - REMOTE PLC INPLR-HIGH PRESSURE RI C R1 ol TO PLC 3/4"CONDUIT FOR POWER j rPLCI PLC INPUT - RUNNING CONTROL PANEL SUPPLY CABLES C O/L R1-FAULT INTERLOCK RELAY I F I R� L—��3/4-CONDUIT FOR d -----FPL-C--lN—PUTj CONTROL PANEL 120VOkCi WAS PUMP PRESSURE SWITCH CONTROL WIRING ANALOG SIGNAL CABLE Rj NTS 3/4-CONDUIT FOR i rPLC--pul TRANSDUCER CABLE TRANSDUCER I! I F. 1 I INPUT RI WIRING DIAGRAM FOR SLUDGE PUMPS_ pLc '"Put AND THICKENED SLUDGE PUMPS 120VAC FROM LCP300 (GRAVITY THICKENING BUILDING MCC) ULTRASONIC LEVEL METER CONDUITS NTS PFW TS INLET VALV CLOSED NOTE 17, - -- R2 OVER40A0 3/4"CONDUIT �� A m r-_-- -----� �- SHIELDED CABLE GG€ TEMPERATURE SWITCH NOTE 1 1-� 8 R4 N NOTE 1 I BEARING MIGM TEMP RS -� _ PHASE FAILURE R FAULT R TYPICAL WIRING DETAIL FOR 4-20MA LOOP R5 vFD POWERED INSTRUMENTS INLET VALVE LOCAL POT(VFD NTS R2 CLOSED CONTROL VOLTAGE SPEED CONTROL I )..' IN LOCAL MODE) L�--u LOCAL OfFREMOTEH2S 02 COMBUSTIBLE RUN FORWARD HORNTURBINE COMPRESSOR(AIR BLOWER)CONTROL WIRING ENABLEo FAULT INTERLOCK RELAY N' R. REFERENCE SELECT Q 24VDC 74VDC 24VM Z N - + - + - Q J 4-20MA TO PLC F- Q VFD SPEED to Z H FEEDBACK � O W Z p w NOTES: 2�E 4-20M4 FROM PLC w z U _v 1. LOCATED AT EQUIPMENT IN FIIEO. VFD SPEED LCP100 J PLC INPUT L CONTROL 3/I"C 3/4'C� 3/4'C 3/4"C-� H- EL 3a fP` 1 R— SEAL W VFD AT SPEED = Z r U PLC INPUT Q (n d �J SEAL Z O ~VFD FAULT Z O Er PLC INPUT W U z Z O w O U H O CONDUIT AND WIRING DETAILS FOR GAS EC Z a TYPICAL VFD CONTROL WIRING DIAGRAM NTS SENSORS AND HORN IN HEADWORKS BUILDING a W� NTS w EY 1n z v1 a a z w N O CD PROJECT NO 0417.041 SHEET NUMBER 49 DRAWING NUMBER 6-I-2 2-j ol 3g m0 _ V r. no22 �O COVER THIS COVER THIS �s".rc PORTION WITH PORTION WITH iuo SHRINK TUBING OUTER JACKET SHRINK TUBING OUTER JACKET �� GRAIING �5y .a..Wa33 o,Vf-• WRAPPED SHIELD SHIELp ' ¢ �w CONDUIT TO TRANSMITTER -3/4-CONDUIT r pY y < i CONDULET ! GREEN INSULATED WIRE CRIMPED SPLICE CONNECTOR 0Vr _Z LE SIGNAL WIRING {\ 1 2 COVER THIS CONDUCTOR f PORTION WITH-- SECURE MOUNTING BOLTS AND SST _ 3 SHRINK TUBING OUTER JACKET OUTER JACKET BRACKET TO WALL WITH SST LUG, frP CONCRETE ANCHORS SHIE LD (ALUMINUM) o MIN 350 ABOVE / o SHRINK TUBING SHIELD SHRINK TUBNG HIGHEST WATER LEVEL ." SEE NOTE I INSULATION rc U a SIGNAL LEADS 0 OUTER JACKET LUG,TIP O BASIN WALL. SHRINK TUBINC. ol GROUND LEAD J� NOTES: a ^ 1 MOUNT TRANSDUCER AWAY FROM WALL PER MFRS RECOMMENDATIONS. NOTES: NOTES: 2 INSTALL PER MFRS RECOMMENDATIONS. 1 SHIELD GROUNDED AT TERMINATION 1. SHIELD NOT GROUNDED AT TERMINATION ULTRASONIC LEVEL ELEMENT OPEN r� TYPICAL WIRING DETAIL FOR PRESSURE, TERMINATION OF SHIELDED TERMINATION OF SHIELDED �� A OR COVERED BASIN INSTALLATION B TEMPERATURE AND LEVEL SWITCHES C CONTROL CABLE D CONTROL CABLE w x NTS - NT5 - NTS - NTS SEALING COMPOUND CONDUIT PANOUIT PLM4S-CO HOT STAMP AIR TERMINAL(MIN. 2---,, WEATHERHEAD ABOVE HIGHEST PART) 0 0D S O SECURE TAGS TO CONDUIT WITH ALMETEK TYPE EZ TAG TILES - FLEXIBLE CABLE NYLON CABLE TIES (BLACK ON YELLOW) m a o o � a ma unnnflnflgo FIBER FILLER / VAGI ANTENNA SRL-406 WEIGHT 0.7Fg ANp RATED a HORIZONTAL CONDUIT wwo VELOCM 150m/H Z a COAX CABLE (INSIDE MAST) ~ SEE NOTE 1 (��(�((��\ ALMETEK TYPE TH TAG HOLDER CONDUIT 800V SYSTEM �lllllllWllllllllllll/ Z PBP501 / 50mm SCHEDULE 40 w SECURE TAGS TD CONDUIT WITH ALUMINUM MAST W SEE NOTE 2 NYLON CABLE TIES O J CC O f. LL � C, W N Z N GLAVANIZED STEEL Q 2 BLOCK OUT(TYP) O_ O W F- Pas" _ Z60 v SEALING COMPOUND W J P3 - 347V P25K - 25.000V EXISTING CLAMP(TYP) J P2 - 208V Pb _ 600V BUILDING Q W W P1 - 120V p S - INSTRUMENTATION AND CONTROL (SIGNAL) PZ _ 208V FIBER FILLER N 'I PI - 120V N 5 - INSTRUMENTATON AND CONTROL(SIGNAL) - N I.E. SFT301 = SIGNAL TO F1301 w o Q a w NOTES: CORE DRILL THROUGH WALL Q Z I FIRST LINE 10 BE PRINTED WITH SYSTEM DESCRIPTION (LE. 600V SYSTEM) VERTICAL CONDUIT AND GROUT WATERTIGHT 3 m o SECOND LINE TO BE PRINTED WITH CONDUIT NUMBER (I.E P6P501- POWER BOOV w U TO PUMP 501) N O _ - MAST EARTH GROUND m PROJECT NO TYPICAL CONDUIT SEAL 0417.041 E PANDUIT CONDUIT MARKING SYSTEM F 1 TYPICAL CONDUIT MARKING SYSTEM G DAMMING AND POURING DETAIL ( H 1 ANTENNA MOUNTING DETAIL SHEET NUMBER - 50 NTS - NTS - NTS - NTS p �j `� �� DRAWING NUMBER 6—I-23 m;O O Z2 > inj� jd `per DISSOLVED OXYGEN ANALYZER o�1' 1 1 2 314 5 6 1718 910111 13111 16171819 21 Z OQmmmm20 m0�D0TmTTQ`m000 1;r �yy It 3/4-CONDUIT a ♦ I.z �_WT �w� JASENSOR w�iOUTI OUT2m; >CONOUR 4_2pmA -2J' RL SENSOR B YELLOW JUNCTION BOX WLTH BLACK QUICK-DISCONNECT RECEPTACLE wHrtE o i BLUE 0 115 N GREEN - 0 0 0 RED INTERCONNECT CABLE MEMBPANE DASENSOR 4 3 2 YELLOW 6 BLACK 3/4-CONDUIT WHRE BLUE GREEN POWER RED INTERCONNECT CABLE 90-7J0 VAC JUNCTION BOX WITH 180-260 VAC QUICK-DISCONNECT RECEPTACLE CONDUIT 1OVA 50/50Ht J, F1 F2 BOmA BOmA F c O 0 �� MEMBRANE D.O.SENSOR SHIELD WIRES (TWO FOR EACH CABLE) Zy Q y O 0 O O TWISTED TOGETHER AND PLASTIC W( y WRAPPED TO PREVENT SHORTING GROUNDING STRIP '€ D.O.ANALYZER AND DISSOLVED OXYGEN SENSORS O o s3 END CAP GROMMET(INCLUDED WITH SENSOR) 0 m = n INTEGRAL 15' (4.6M) SENSOR CABLE PIPE LOCKING AND it WITH MS-TYPE QUICK DISCONNECT PLUG SWIVEL.LOCKING SCREWS 'm a a z a JUNCTION BOX— Z mm) 90.0 O (2285 Z L' 99XIW0978 ANALYZER-TO-JUNCTION W BOX INTERCONNECT CABLE E L.l V) Of O J N a Q N I-1/2'11 PVC PIPE W 0 Q ch L -I W � N z r O J ry W Z 1- a a CONFIGURATION FOR HANDRAIL MOUNTING HARDWAREOfO � o i C W a <a 3 o W 2 a z � a N C O W j N HANDRAIL AND FLOTATION MOUNTING HARDWARE m % NTS PROJECT Nu G 0417,041 r SHEETNUMBER 51 O / DRAWING NUMBER 2 6-I-24 mom STEEL ENLARGEMENT 4" STEEL SECTION ELBOW Z w � (REMOVE) (REMOVE) z�o 'A c�o MIXER nuj� oc� (REMOVE) POLYMER - +f+"' SOLUTION 4" WAS I N (PVC) (DIP) .. _ .. - POLYMER m M •..w.wo Y'X .aY� ¢ L _� j TANK mix INSTALL NEW Ff4'y a POLYMER INJECTION * PRO 1l' j (STEEL) RING HERE '^^.•.•^' INSTALL NEW U m / \ SADDLE TAP o (J ` `� '•'""'K".-�.r - POLYMER FOR POLYMER S ,,,,,;,�;�,•, FEEDER SOLUTION CONNECTION z 1 11 K P EXISTING 4 rl- Jt `' �J-� r NEW N WAS (DIP) .a•rr 6 'POLYMER � �f - � .. 1 ..,. ., .�,• I MANIFOLD NOTES: BLOCK- ¢ }.� ;�s �+ -"a'� _ r, / i � 1. AFTER REMOVING POLYMER SOLUTION TANK, GRIND GROUT PADS SMOOTH AND FLUSH WITH FLOOR.jrr Fo a I EXISTING \ W U - HANDRAIL �� r---- L ; PHOTO A a�Na _ MOLYMM TANK ...pp.�7p��''77 PHOTO A ,; \ i�,/._ �'�/ 1 N.T.S. g� ^8 XISTING POLYMER 6" OVERFLOW (PVC), •.w.: FEEDER CUT PIPE 3INCHES "'�rw�e'� IN EXISTING 1 ABOVE FLOOR AND POLYMER ":�.w•,w'l 1 _ _ - «,.... F POLYMER � ..x. Y �{EMOVE. INSTALL f'."`�� SOLUTION �4 - �"` -"•..�_ - - ` - c +S qqqq SOWENT WELD PVC .�." Y ! SOLUTION ^ TANK Y CAP AT FLOOR LEVEL NEW Ok- POLYMER T -.. .•.wry- • - SOLUTIO 1 I r--`-�- __ „P ❑ POLYMER INJECTION NEW PIPE 4" WAS (DIP) ❑ PIPE RELOCATED EXISTING 4" WAS PENETRATES CONCRETE DAFT BUILDING DEMOLITION AND PIPING PLAN FLOOR ABOVE ANDf- �4" WAS (DIP) CONNECTS TO BOTTOM CENTER SCALES Y4"mot'-O" WALL tYt" POC NEW FLANGE SOLUTION POLYMERANK -++. MAG METER In m o ho POLYMER INJECTION EXISTING 4' m o NOTES 1" V330 SYSTEM ELIMINATED i a k 1. REMOVE EXISTING POLYMER MIX TANK, OVERFLOW PIPE, MIXER AND PIPING AS SHOWN. EXTEND OVERHEAD 4" WAS AND INSTALL NEW VERTICAL 4" WAS PIPE. CONNECTING 1" POC THE NEW 4" WAS TO THE FLANGE PREVIOUSLY CONNECTED TO THE POLYMER MIX TANK. t '^ I Q z Q 2. EXTEND 1Xz" POC TO THE LOCATION SHOWN FOR THE POLYMER MANIFOLD BLOCK. 1" SADDLE z EXISTING 6" 4" WAS TAP O AIR PIPE FLANGE -I � PREVIOUSLY Z Q a CONNECTED PHOTO B w 6" OVERFLOW, a TO POLYMER w p CAPPED 3 MIX TANK EXISTING N.T.S. W HANDRAIL O p z EL. 4605.67 z Q❑ z NEW FLANGES �- Q (TYP 2) Z d Q J 0 2 Z o EXISTING 4" WAS O MAC DAF-METER FROM POLYMER * Z DAF-FIT-01 SOLUTION TANK JO i - INSTALL NEW FCA Q L•i INSTALLED 'Y4" SADDLE - w p a' & SAMPLE TAP PER 0 •- 0 2/5-M-9 ~ U Z EXISTING 4" w p WAS (DIP) Q N NEW FLOOD CO o ALARM SWITCH w a - INSTALL NEW MAG N c BASEMENT FLOOR METER 40 INCHES ° EL 4597.00 LSH - ABOVE THIS FLANGE Z p DAF-LSH-01 Q LSH 2 7 o —� - DAF-LSH-01 p J �/ m 0 u PROJECT NO. % NOTES: ON zoo 0 1. DOUBLE ASTERISK •• INDICATES ITEMS SUPPLIED IN MANUFACTURER'S EQUIPMENT SHEET NUMBER n PACKAGE TO BE INSTALLED BY THE CONTRACTOR. 52 O DRAWING NUMBER SECTION A PHOTO = SCALE: h"=1'-0" N.T.S. 6—I—2 5 mom 6" SLUDGE PIPE FROM THICKENER`_ EXISTING FLOORw3`s ELEV.-4589.83i EXISTING FLOOD SENSOR u : � GIB-LSH-01 "' 6zo 8" FLEX COUPLING EXISTING THICKENED L�,, SUMP PUMP SLUDGE PUMP (TYP 2) --^ _` _• 4 "'- "»,.",. e PHOTO A� I I _ -3 1 (f` I f' 1--EXISTING FLOOD SENSOR �' O `. GTB-LSH-01 $ w oZa � ' IIIf��'111III - EXISTING SUMPlilr�No. 3 �- j ` - 6" FROM WEST EXISTING PRIMARY, '^ ICI - _,:, PARSHALI FLUME. o PRIMARY CLARIFIER ( ) I SLUDGE PUMPS i� ��- _ -- -- y . FLUME IS LOCATED SLUDGE POCKET �\ OUTDOORS. EXISTING * PROFE- g---- EXISTING THICKENED I� -•� � 1 f ULTRA SONIC LEVEL "» +n SLUDGE PUMP ,1 "�►• M -• i ELEMENT I m 6" FLEX . 6" SLUDGE PIPE �'�-�'_-- ___I i i w COUPLING / I / TO DIGESTERS '_ —-• -" - _ -- - t') % j_ --I I •`1f �4''M' SUMP --I1Ip1 / •i\�__ ,TT ,�-:::2it i._- NEW SECONDARY - F CLARIFIER o PHOTO A- GRAVITY THICKENER ExlsnNc scum FLOOD SENSOR 6" FROM EAST PRIMARY �6" FROM PUMP N.T.S. } - -� CLARIFIER SLUDGE POCKET SCUM PIT \ f �_.�) -J d GRAVITY THICKENER PUMP STATION - BASEMENT LEVEL PLAN 0 GENERAL LAYOUT PLAN SCALE: 1"=250' '-� j EXISTING FLOOD SENSOR, REPLACE :E WITH NEW � LSH LS1-LSH-01 a NOTES TO TAKEN AT BASEMENT LEVEL. VIEW IS JUST UNDER EXISTING L EXISTING AIR Z w 30-INCH PIPE. REMOVE EXISTING LEVEL SENSOR AND INSTALL COMPRESSORS - m NEW LSI-LSH-02. -- ..-$,,,.-, EXISTING SEWAGE i m ono "`•` LIFT PUMPS PHOTO B - LIFT STATION No. 1 o o a (-� NEW FLOOD ALARM _ FLOOD SENSOR LS3-LSH-01 Q z o N.T.S. f� , Q Z O Q Ln EXISTING f , _ -- _ ---� W z 1 ' SUMP — - 1 R � �z )- (f�1) f z Lo a �� EXISTING : NEW LEVEL SWITCH +I y r. _4 T-- T 30 INCH .+ LSH L I --_-1 --- U — PIPE - - I LSt-LSH-02 ' —PHOTO C L� Z O L53-LSH-01 ' 4' �pi " -� f �- z° e.`,tea,: 1 EXISTING SECONDARY '! j I \ : a Z SCUM DIAPHRAGM -a 4 .a - PUMPS '.ram-.zu,.,.a". - - - - ` W v EXISTING SECONDARY / it b ,f b ` - L) L_ SCUM DIAPHRAGM PU ri......w /% IT= .I a P�15 w F-- �,. -0n >r . --' PHOTO C - LIFT STATION No. 3 � b , i_� _ � N _ s...� ( FLOOD ALARM SWITCH I.�I -_- � o N.T.S. _ _ _ _ _ i i__ __l� w Q -��{-}-- --.gyp' Try I T"_.-. - fV !Y 0 1. E STING SUMP PUMP FLOOD ALARM SENSOR ARE LOCATED IN THE BASEMENT, BELOW 'b • i THE EXISTING 30-INCH PIPE, FLOOR TO PIPE INVERT APPROXIMATELY 36-INCHES REMOVE THE EXISTING FLOOD SENSOR AND REPLACE WITH NEW LSI-LSH-01. I,.y tl �R PROJECT No. 0417041 S NUMBER 0 LIFT STATION No. 1 - PLAN EXISTING LIFT STATION No. 3 -BASEMENT LEVEL PLAN HEElS / SCALE:Y4'-1'-0" SCALE:Y"=1'-0 DRAWING NUMBER S 6-I-2 6 3 m0� +�ii S.AO mZz ol NEW EXISTING RAS BUILDING LSH EXISTING MOTOR CONTROL CENTER 'ZZo� 3 SLS-LSH-01 Q I o off ., <..`vr S!l.Dvavn• EXISTING --- EXISTING DOOR w i< />',r 1-•�..•c�Ar,•r.e• LIT SLS-LIT-Ol M•.a. i�oJo l -a � ��c•'o , � � � - -r•.r..v.rr alva....wr - r I.I _I . + (LCP 301) 83 •, «wt.�-A1.r.�ry so•. .wsr .0..meat-,•... i o2�= I - /.+Ar RIANSMITTERSL :'•2 IVY G` fl CYCLL SIL �'" EXISTING STILLING GROUND LEVEL FLOOR m_n -� - ME T,ERNG gODM I Ff 6/,f1 NEW LCP-30U .1 _ WELL (TYP. OF 4) ELEV. 4611,00 r810REACTOR WALL I - EXISTING RAS •"•"•^••...."•... EXIST. NEW, MOUNT ON WEST WALL -E[/tRi..![7 - -Jt- BUILDING ol ,�� ,moo ��steaeye: CONNECT TO EXISTING FR/LE NEW FIT/LE PNEUMATIC SIGNAL TUBING ' SLS-ROE-03 FIT lE EXIST. / SPILLING WELL(S) FR/LE _ SLS-FIT L�-01 / �i /FIT C Ed 46•- OF � SLS-FIT -04 FTT/LE Jb Irrypw DAEA'S/!1V BLR-FIT I i!L/6//a - `�`�,`. 7..608.J0 SEE PLAN) nutrrsr A•'g' SLS-FIT/L�-02 'sr?e.IC'rr/RE tiu.+ � � -L_� -L� -. r F• +Foss?. III IJ/ � EXISTING CATWALK ELEV. 4602.00 I O II jr• 0 EXISTING GROUND - _ • WATER WET WELL - EXISTING ACCESS DOOR '�,�f l IJ--9%W .\ LSH ♦SSA 31 SLS-LSH-Oi EXISTING r EXISTING1 SCREW SCREW SCREW z LIFT UFT JJAR PUMP I PUMP PUMP - -- T EXISTING BUILDING DRAIN _� _ WASTEWATER WET WELL 1 W s _ _ NEW HIGH LEVEL - - (WASTEWATER) 4-4 N N 1 ALARM SWITCH ---- -- -.__ '- -_--_' _ -'- - - _- _ Ju4G!BK/N LSH (1 �/ .SYriLi:e'.+ saaWt BLR-Sl5-03 r r --_Aer°xs►e ri - --- - -- - --- U 5�y I NOTES CC 61B6P ©o, 1. HANG FLOAT SWITCH INTO THE WET WELL, CONSULT OWNER FOR ELEVATION. SECURE CABLE TO WALL. � GnAWII/X/cA'lNER WITHIN REACH FROM CATWALK. w SVR/°YlATf�.FUC Iv1FR -�j EXISTING SUMP r� y It ' •Y!lC.MI-/YAtl110A4►>rl//c r<y i�� --- EXISTING SECONDARY LIFT STATION SECTION A = SECONOARr UFT STATION rpb1,?BN SCALE:➢�"-V-O• sdn•.VR - wv.n^<�.va-.r EXISTING FLOOR I^T1 .�. e 1 _I - ELEV. 461933 SlS-LR-OI lil 11-`- �i-- S�-L tI I duRGC .Y EXISTING FLYGT sa+sxA-r +u��essear�.o'�x I•�•�' -� �'. CONTROL, LCP 301 O�PArNIlirrcw GROUND ELEV E FLOOR- LEVEL 4611.00 m m o OE�A/YX'/N6 _ MOUNDED ON EXTERIOR "ft-�� OF MCC - I c 911 ROOK -o :'rwvANr•wwr - ---- - ---- - ----- - - o u g � m� ia.-.w•r.v+r+ EXISTING AIR FLOW _ :� •.r.r+.c �'• EXISTING EXHAUST FAN Q 11 ��rrr •.wse Z METER. PNEUMATIC ib EXISTING MILRONICS Q 'SIGNAL TUBING RUNS / ��'s'o� EDX�TR IN G ACCESS LEVEL CONTROL& Z TO NEW FO I '' - \:ram- -- TRANSMITTER BLR-FIT-01 I IT L N Z I\ 1 .e�.«�r�•.�rt BLR-LR-02 O_ EXISTING SECONDARY Z ~ CLARIFIER SUCTION - :>- N /I w EXISTING FLOOR /' -----�T- ---- - EXISTING CATWALK r� ELEV. 4611.00 /// I - = ELEV. 4602.00 O J III � I I ./ ' •ffitir nn•..,:ftms.:,� I ri�.• � T Q z 0 N rJa•A:� - �.. crae•R I I . y: -_- _y".= -- zp p In --—- /4 EXISTING BUILDING U i-DRAIN (WASTEWATER) �. N Q WET WELL Z oV F 6lAG4)' '¢'.e JI I .oVric„ ! >> Q Q 0 I v .r�nrrar/•r sfru• ., 1 'r EXISTING - �a.•.. Of Z _ xY -difIY sm�c+ _ I BUILDING rle 1 4— R•ti(rUo - DRAIN 2 - Mi .� I EXSTING PUMP Q m AIR FK -Di x SUMP PUMPS - �- w w f< l'LI? 1(�){1• 1 1. _ l rsi�a'sa,.: (n( If ac rr ri9'L'-AfM.AN/YrY! 1I, _ - L T� `o I ,,� I auto uc ELEV. 4586,00 '-i Ji {'- - t / a 4 %:6ll.Y:EMrlsY7f'['`l,", _ �Ct 2-frWor 6�• .I Y +`-_ __-_- { '�_ _ _ Q m C /C'!✓i't1.INFrp--' (•rla/i6w1Af wM'YLVA'.d2Fwp�N/ NOTES I . 1L1 yT Li orisw{/ �� 1. SEE DWG 4-M-5 FOR CORRECT CONFIGURATION OF BLOWER - _ _ - _ __- _ - __ N u - AIR PIPING & INSTRUMENT LOCATIONS: 'fTl r1 O '1-lem b/,re C44^r/!R ..raaf '' •- LSH m oo o BLR-FCV-01, 02 & 03 = FLOW CONTROL VALVES ��11fF'11F1r BLR-LSH-Ot BLR-TS-01, 02 & 03 = TEMPERATURE SWITCHES EXISTING SUMP-' I_ --, PROJECT 1 EXISTING BLOWER BUILDING & BLR-PIT-01 = AIR PRESSURE INDICATOR/TRANSMITTER NEW LLDON ALARM SWITCH. San M BLR-TIT-01 = AIR TEMPERATURE INDICATOR/TRANSMITTER INSTALL ON NORTH WALL sNEEt NUMBER 54 SECONDARY LIFT STATION PLAN NEAR SUMP p SCALE:r."_1'_0• EXISTING SECONDARY LIFT STATION SECTION Q DRAWING NUMBER 6-I-9-7 2 SCALE:Y�"-1'-O• - ti mod _ J�z - zw� �CJo - z= o p OU ti W 00 K 1 .................. i I 1 o Z' ak•.* PROEM ff, `I a........EXISTING •; I I OFFICE I I m U m WOMENS a LOCKERS Z 1 i z 0 EXISTING CHC - CONTROL ROOM DISCHC-01 0u 8-or, " 1 w ENTRY 1 � NEW OUTLET INSTALLED (B12) � 1 � ----. EXISTING CHLORINE DETECTOR CONTROLLER , I i€ T I CHC F Gw I DIS-CHC-Ot DI I zuNo 'A 7 I KT I I I EXISTING CHLORINE I 1 Z f4 8 % DETECTOR, b LOCATED _ IN CHLORINE FEED ROOM pC CHD m c; FI IA (�) A� SHADED AREAEXISTING 1 yg (SEE NOTE 1) CHLORINE i & SY j FEED ROOM `N NEW ACCESS FLOOR II RAISED PLATFORM B1 EllI '�-��II-��-I� I - NEW RAISED ACCESS FLOOR I '�-' I PLATFORM FOR SCADA PC ' WORKSTATION. SEE NEW OUTLET INSTALLED (618. 620)) , NEW SCADA RACK 1� • - EXISTING TELEPHONE SYSTEM BOX EXISTING a ; EXISTING LABORATORY w ' TELEPHONE EXISTING EXISTING SYSTEM BOX STORAGE LABORATORY q Z _- NOTES: Q i - 1. D7 - DESK 30"Wx80"L PLUS BULLET END, RETURN 24"Wx42"L Z F1 - HANGING LETTER SIZE FILE PLUS 1 DRAWER O KT - KEYBOARD. SINGLE ARM, RETRACTABLE & HEIGHT ADJUSTABLE 2. Cl - DESK CHAIR. PNEUMATIC HEIGHT ADJUSTABLE, KNEE TILT w/ LOCK Li a [�, EXISTING PLANT CONTROL PANEL. ADJUSTABLE ARMS, ADJUSTABLE LUMBAR, CASTERS, w REMOVE ENTIRE PANEL, INCLUDING 3. B1 - BOOK CASE 42"Wx15"Dx69"H, 4 ADJUSTABLE SHELVES. SEE SPECIFICATION p (n 1 FREE STANDING ENCLOSURE, 0 INSTRUMENTS, CONDUIT, WIRING SECTION 12600 FOR FURNITURE MANUFACTURES AND MODELS. ate. I AND CONCRETE EQUIPMENT PAD. 7 Q `\ PLUG CONDUIT AT FLOOR LEVEL Doom 4 V w WITH NON-SHRINK GROUT. GRIND Z 1A0C1�A1 - `r SURFACE SMOOTH AND FLUSH I'fj WITH SURROUNDING CONCRETE CONTROL ROOM PLAN a 0 p I O 0 SCALE:!f"=1'-0' _ 2 �TALLIED NEW YL FLR. IN LAB Z 0 w p a - 0 e q Z NOTES: w -� 1. S LEFT O VINYL TILE FINISH FLOOR IN PLACE. CLEAN THE FLOOR IN PREPARATION FOR ~ °0 NEW FLOORING MATERIAL. Z I L MATERIAL IN CONFORMANCE WITH THE FLOORING O al MANUFACTURER'S INSTRUCTIONS. MEASURE FLOOR ON SITE FOR NEW FLOORING. q 2. LEAVE BARE CONCRETE UNDER ACCESS FLOOR PLATFORM. CUT FLOORING V MATERIAL SO THAT THERE WILL BE NO EXPOSED CONCRETE AT THE FACIA LINE w a N OF THE PLATFORM. a 3 Z 3. SEE SPECIFICATION SECTION 09666 FOR FLOORING MATERIAL. w o O CONTROL BUILDING DETAIL PLAN FOR EXISTING INSTRUMENTS, NEW FLOORING PROJECT 0117.041 AND NEW ACCESS DOOR SHEET NUMBER-- / 55 n SCALE-Ya"=1'-0" DRAWING NUMBER O 6-I-28 mod Jsi ( I'i-'I pi'Ys• `� I I �— /'--' DIGESTER 2 GAS FLOW DIGESTER i GAS FLOW o DIG-FIT-03 DIG-FIT-02 WASTE GAS BURNER FLOW � I _ _ DIG-FIT-04 =wF DIG FE 02 DIG-FE j3 DIG-FE-04 �. ....•...... IE.e0°M �'+IpNAti. s"`� TWR J i j PHOTO D BASEMEN r DIGESTER NO. 1 I ,,�. �+�' J - ❑' 9 -- - ,..�..�-.��+--�...�I I STAIRWAY TO LOWER LEVEL \ N z pmtk 0 .- / PHOTO A- EXISTING DIGESTER GAS FLOW METERS EXISTING LUP IADNER �1�'i�� 'O'� 1� N.T.S. o �� \ � co % EXISTING LCP-4-1vi \ - d 1 i TEE% CONNECTION POINT PLUG.TH FOR NEW BOILER..ppOM „„6x,r,�i cropnce a BOILER PRESSURE SENSOR WATrl enewR-04 PRESSURE GAUGE ¢ ~'. s Y i < P vfu. uw i xx rw \ DIGESTER GAS METERS V� �'! �—• ^^ WWA00,L oa DIGESTER N0. 2 -� � ❑ a £,� I� I J J I s—z—mom— m mo 4�0 EXISTING DIGESTER BUILDING UPPER LEVEL LOCATION PLAN NOTE:. BOILER WILL NEED TO BE SHUT OFF DURING INSTALLATION OF DIG-PIT-01. COORDINATE o u o o m -- -- WORK WITH OWNER. SCALE:Y."-1'-0" REMOVED EXISTING HOT PHOTO B- EXISTING BOILER LOCATION z WATER HEATER AND FOR NEW PRESSURE SENSOR Q i� Z INSTALLED NEW INDIRECT N.T.S. FIRED HOT WATER HEATER EXISTING 4" DIA. DUCT EXISTING 12"x18" N f FROM BASEMENT UP TO COMBUSTION AIR Z ROOF, TO REMAIN DUCT, 7 -6" A.F.F. w -� �HWS 0 REMAIN REMOVE INSULATION W PF1 AND INSTALL NEW O V) - - _ TEMPERATURE SENSOR Z DIG—TIT-01 THERMOMETER - 0- w 4 HWS I Ckf ETI W Q Z J - 0o I NEW B ILER NG &-� ASI Z Z ^+ \ PIPI G do VALVE J TRANS BY MFR. -- - - — w 0 A SPECIFIED. ° ,� � INSULATED 3" HOT Q m z rn - CONNECT TO EXST. 2" ` WATER SUPPLY (HWS) uj v 4" HWS NG UP FROM BASEMENT ~ w N �"/ E ARCED EXIST. - �' BELOW WITH NEW 2" NG ~ Llj I BOIL R CONC. PAD PIPING TRAIN � EXISTING FLOOD F- 0_ (APP X. 4'-0"W x INSTALLE NEW SENSOR O N '-6"L x 4"H) 10' DIA. LUE DIG-LSHO-1 E,I o UP THRU ROOF B N 3 o Z INSTALLED I NOTES: NOTE: NATURAL Q GAS VALVES NEW BOILER 1. PHOTO LOOKS UPWARD AT HWS PIPE LOCATED NEAR CEILING. BOILER IS DIRECTLY BELOW. 1. PHOTO TAKEN NEAR BOTTOM OF STAIRS. SENSOR DIG-LSH-01 IS ON THE LEFT WHEN �x•• 2. CUT INSULATION NEATLY AND RE-INSTALL AFTER DIG-TIT-01 IS INSTALLED. SEAL CUT ENTERING ROOM. w c°> - CONNECTED HWS EDGES WITH HIGH HEAT PIPE INSULATION TAPE. N k REGULATOR Cyr m AND o _ TO EXISTING UNIT _PHOTO C - BOILER_ HOT WATER_SUPPLY PHOTO D -(BASEMENT LEVEL) DIGESTER PROJECT NO NOTE! BUILDING FLOOD SENSOR 0417041 i NOTE: NOT ALL CONNECT �'�" CW TO a VALVES AND OTHER SEE SCHEMATIC DRAWING FOR I SHEET NUMBER o EXISTING COLD WATER PIPING IN THE BOILER ROOM N.T.S. n ACCESSORIES SHOWN. AT THIS POINT AND DOWN TO HEX1 IN 66 SEE BOILER PIPING BASEMENT BELOW. DRAWING NUMBER o SCHEMATIC. EXISTING BOILER ROOM PLAN 1 -I- SCALE:Yt"=1'-O" 6 N Z mew �i i w� > �� ,Y Y� 1 2 3 4 5 6 7 8 9 10 1 112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 NOTES: (T) 1. FREQUENCY OUTPUT INTERPOSING RELAY TO BE SOLID STATE RELAY, Wht lL 3/4"C. TO LCP PROVIDED BY CONTRACTOR AND MOUNTED IN LCP, _ k Brn - 2. THE CONNECTION DETAILS SHOWN ARE FOR A TYPICAL INSTALLATION 1_1 Neu USING ENDRESS & HAUSER EQUIPMENT. IF AN APPROVED ALTERNATE IS Grn Yet " SUPPLIED, THE CONTRACTOR IS TO SUBMIT THE APPROPRIATE CONNECTION o DETAIL FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. S 3 REFER TO MANUFACTURER'S INSTALLATION AND USER MANUAL TO Y�Y! ENSURE THAT FLOW SENSOR AND MEDIUM ARE AT THE SAME ELECTRICAL S m POTENTIAL. 4 5 7 37 4142 4. USE GROUNDING CABLES TO CONNECT EACH SENSOR FLANGE TO ITS g CORRESPONDING PIPE FLANGE AND GROUND THE FLANGES. CONNECT THE TRANSMITTER OR SENSOR CONNECTION HOUSING TO GROUND MEANS OF Flow Element THE GROUNDING TERMINAL PROVIDED FOR THAT PUERPOSE. INTERPOSING RELAY 5. THE USE OF GROUNDING RINGS IS COMPULSORY IF THE PIPE MATERIALS ARE NONCONDUCTIVE. NOTE THE ELECTRO-CHEMICAL SERIES OF R1 METALS, IF THE GROUNDING RIGS AND MEASURING ELECTRODES ARE MADE LCP c�r OF DIFFERENT METALS. J 6. IF THE MEDIUM CANNOT BE GROUNDED FOR PROCESS-RELATED +24VDC -24VDC (+X-) REASONS (CATHODE PROTECTION ETC.), THE MEASURING DEVICE MUST BE 4/20 INSTALLED IN SUCH A WAY TO BE POTENTIAL-FREE. mADC9{� 7. 4-20mA ANALOG SIGNAL AND ACCUMULATED FLOW DIGITAL OUTPUT WIRING CAN BE INSTALLED IN THE SAME CONDUIT ONLY IF DIGITAL SIGNAL & og IS 24VDC. O W s MAC FLOW TRANSMITTER WIRING DETAIL �� 45 8. WHERE FLOW TRANSMITTER IS INSTALLED DIRECTLY TO FLOW ELEMENT (NTS) MAG FLOWMETER WIRING DETAIL SHOWN ON THIS DRAWING IS TO BE (]� DISREGARDED. o � m 3 0 o w I�J Z O O Z Z O O z � w O O > O V1 O O CL w� r REFER TO Z n WIRING Z w O DETAIL J U i 3 0 o 3/4"C O Z O O W �a o n I Q Q Q L'i 0 °� ° 00 0 LLU 0 a a -� Current Frequency w c0 L2 Output Output N a z � a MAG FLOWMETER WIRING DETAIL o 3 (NTS) PR ADDENDUM No. 1 04141 70 SHEET NUMBER n ct e O D AWIN,NUMBER 6—I-30 z mom - ti a �w�; � u ti�oo rnz _QNQ Qo i o'�o Fs 4 d33ti ABBREVIATInNS ELECTRICAL SYMBOL LEGEND FELTS IS A STANDARD LIST. NOT ALL WORDS - ox< MAY APPEAR IN THESE DRAWINGS. m== �0 I. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS MAY APPEAR ON THIS PROJECT. PROF�y� 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS •''�ow'� A or AMP AMPERES MH METAL HALIDE OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED BELOW. AC ALTERNATING CURRENT MIN MINIMUM A/C AIR CONDITIONING MFG MANUFACTURER AFF ABOVE FINISHED FLOOR MSS MOTOR STARTER SWITCH CONTROLS POWER A N D L I G H I I N C AHU AIR HANDLING UNIT MT EMPTY ATS AUTOMATIC TRANSFER SWITCH MTD MOLINTED MTG. MTG. AL ALUMINUM MV MERCURY VAPOR HT HT. AQUA AQUA5TAT 1.....I ,�\ ON/OFF SWITCH TRANSFORMER CEILING LIGHT FIXTURE, CAPITAL LTR. Ilwm- BRANCH CIRCUIT PANELBOARD i BKR BREAKER N NEUTRAL O I INDICATES FIXTURE TYPE, SMALL LTR INCo =r� 1 L z HUH BLAST UNIT HEATER NORMALLY CLOSED DOUBLE POIC-DOUBLE THROW SWITCH NDICATES SWITCHING. DIAGONAL LINE ® SWBD. OR DISTRIBUTION PANEL INDICATES RECESSED. STEM INDICATES NEC NATIONAL ELECTRICAL COOL ITTMCURRENT TRANSFORMER WALL MOUNTED. u C CONDUII NED NON-FUSED DISCONNECT •� TELEPHONE CABINET w CB CIRCUIT BREAKER NO NORMALLY OPEN I SINGLE POLE-DOUBLE POLE SWITCH ro'\- CIRCUIT BREAKER CEILING MOUNTED JUNCTION BOX, STEM CCTV CLOSED CIRCUIT TLIEVISION N NUMBER ,� O INDICATES WAIL MOUNTED o SPECIAL EQUIPMENT CABINET CKT CIRCUIT ��p!� AS NOTED. M CLG CEILING OC ON CENTER RED"OFF" PILOT LIGHT ® z CONTCTR CONTRACTOR 01-I OVERHEAD ELECTRIC MOTOR CEILING MOUNTED EXIT SIGN. ARROWS MOTOR. NUMBER REFERS TO CS COMBINATION STARTER I® INDICATE FACE AND DIRECTION, STEM MOTOR SCHEDULE CU COPPER P POLE -L GROUND CONNECTION (�' GREEN "RUNNING" PILOT LIGHT INDICATES WALL MOUNTED. CUH CABINET UNIT HEATER PB PUSHBUTTON i g PC PLUMBING CONTRACTOR 'i] DISCONNECT SWITCH tip" S C� SURFACE FLUORESCENT TO SCALE. D w DISC DISCONNECT PE PNEUMATIC-ELECTRIC (SWITCH) :-- --�-� SOLEN010 u_ y DST DISTRIBUTION I ® RECESSED FLUORESCENT TO SCALE 'io COMBINATION MOTOR STARTER 60' PH PHASE I••--•I H-O-A MOTOR CONTROL SWITCH w DN DOWN FINESWITCH: SINGLE POLE 46'PANEL ,•__, q DPDT DOUBLE POLE DOUBLE THROW PR.SW. PRESSURE SWITCH CONTROL VALVE © THERMAL MOTOR STARTER SWITCH v �r DWG DRAWING PRV POWER ROOF VENTILATOR �2 DOUBLE POLE a6' _a PT POTENTIAL TRANSFORMER MOTOR THERMAL SWITCH I-IJ THERMOSTAT 62" @@ EA EACH PVC POLYVINYL CHLORIDE CONDUIT NORMALLY-OPEN CONTACT LIGHTNING/SURGE ARRESTOR �_ W 9 g3 3-WAY 4K' f� EC ELECTRICAL CONTRACTOR PWR POWER .{�. {�] PUSHBUTTON Sa" N� EF EXHAUST FAN ' NORMALIY-CLOSED CONTACT 34 4-WAY 4fr ELEC ELECTRIC R/O RUNNING & OFF PILOT LIGHTS MAGI ARRAY RADIO ANTENNA © CONTACTOR w a EMT ELECTRICAL METALLIC TUBING RECPT RECEPTACLE 1-4 FLOW SWIICH 3 F SWITCH AND FUSE 46" T Q EP ELECTRIC-PNEUMATIC (SWITCH) RM ROOM � ❑R TRANSFORMED. EQUIP EQUIPMENT R1 REMOTE TELEMETRY a fie- NORMALLY OPEN PUSHBUTTON IT, WITH PILOT LIGHT 46' EX or EXIST EXISTING RVNR REDUCED VOLTAGE REVERSING .� FLOAT SWITCH ��- EXP EXPLOSION PROOF RVR REDUCED VOLTAGE REVERSING UTILITY ELECTRIC METER � �o --tar- NORMALLY CLOSED PUSHBUTTON DIMMER - 600W 4Er a " FA FIRE ALARM SA SURGE ARRESTOR %Do H F❑ FIRE ALARM MANUAL STATION 62' FDR FEEDER SEL,SW, ON-OFF SELECTOR SWITCH •� PNEUMATIC-ELECTRIC SWITCH RELAY STARTER COIL FD FUSED DISCONNECT / F�F Q HORN/STROBE 88' SN SOLID NEUTRAL INDICATES ALL DEVICES UNDER FIN FINISHED SP SINGLE POLE TOGGLE SWITCH FLEX FLEXIBLE CONDUIT SPD SPEED •� THERMOSTAT � PRESSURE TRANSDUCER T ONE COVER PLATE. DH DOOR HOLDER 72" FIR FLOOR SPEC SPECIFICATION FLT SW FLOAT SWITCH 4 FUSE PHOTOCELL DUPLEX RECEPTACLE. t8" i FLUOR FLUORESCENT SPST SINGLE POLE SINGLE THROW Zl ELECTRICAL NOTE REFER 70 SPECIFIC = SSPB START-STOP PUSHBUTTON ^ 'v NOTES ON SAME DRAWING SHEET, m m o Q o FEW SW FLOW SWITCH I'p PHOTOCELL DUPLEX RECEPTACLE - IIr ` FO FIBER OPTIC SST STAINLESS STEEL Y SSU SWITCH & FUSE UNIT _x, MOTOR STARTER OVERLOADS HALF SWITCHED P-t•3,5 HOME RUN TO PANELBOARD. GROSS m o d�� FVNR FULL VOLTAGE NON-REVERSING TIME DELAY RELAY COIL *-~,,MARKS INDICATE QUANTITY OF WIRES. SV SOLENOID VALVE 1D k' FVR FULL VOLTAGE REVERSING SW SWITCH "EXISTING" FLOOR OUTLET - ADDITIONAL ?90 MARKS INDICATE TWO WIRES. SWBD SWITCHBOARD << PLUG-IN CONECTION SYMBOL INDICATES TYPE. ARROWS INDICATE QUANTITY OF CKTS. C GREEN SWGR SWITCHGEAR NUMBERS INDICATE PANEL AND CKTS. GFI GROUND FAULT INTERRUPTER —tv— LOW-VOLTAGE CIRCUIT b SPECIAL PURPOSE OUTLET, a �� Q GND GROUND T THERMOSTAT LETTER INDICATES TYPE. CONDUIT CONCEALED IN WALL, FLOOR,OR CEILING t- GRC GAI VANIZED RIGID CONDUIT TB TELEPHONE BOARD �> INSULAIED GROUND WIRE SEE SPED Z TIC TIME CLOCK CONDUIT UP O HID HIGH INTENSITY DISCHARGE TO TIME DELAY ' SURFACE MOUNTED RACEWAY 18" t/) HOA HAND-OFF-AUTOMATIC TEL TELEPHONE CONDUIT DOWN HP HORSEPOWER THERM THERMOWISTED TAT SHIELDED w N HPS HIGH PRESSURE. SODIUM � TELEPHONE/COMPUTER OUTLET Ig' � Z TSP TWISTED SHIELDED PAIR HTR HEATER TYP TYPICAL --� CONDUIT BUSHED ON END. I' O_ HVAC HEATING, VENTILATING k a CLOCK OUTLET 88" ~ TRANS TRANSFORMER O Q AIR CONDITIONING — EXISTING CONDUIT Of HZ HERTZ UG UNDERGROUND © TIME CLOCK 60" �M W U UH UNIT HEATER DENOTES EMPTY CONDUIT - m I&C INSTRUMENTATION & CONTROL P INC INCANDESCENT UV UNDERVOLTACE O PROTacEu E EMERGENCY CIRCUIT LQ Q J-BOX JUNCTION BOX V VOLT ® RELAY o z VA VOLT AMPERES /T/C\ TELEPHONE/COMPUTER CONDUIT L Z Kw KILOWATTS VFD VARIABLE FREQUENCY DRIVE RATE-OF-RISE HEAT DETECTOR r- Q n kVA KILOVOLT AMPERES W WATTS /N\_ TELEVISION CIRCUIT w O LOCH LOCATION W/ WITHWP WEATHERPROOF SD D SMOKE DETECTOR /P FIRE ALARM CIRCUIT Q T9 ,., LS LIMIT SWITCH "D" INDICATES DUCT DETECTOR w LR LATCHING RELAY W/0 WITHOUT I o LTG LIGHTING WTR WATER O INFRARED LIGHTING SENSOR FOR INSULATED GROUND WIRE o HID DIMMING SYSTEM MAG MAGNETIC STARTER XDCR PRESSURE TRANSDUCER - _V XFMR TRANSFORMER MAN MANUAL Q I- MAX MAXIMUM U n Y WYE CONNECTED W w MC MECHANICAL CONTRACTOR o MCC MOTOR CONTROL. CENTER Ln ZAI DELTA CONNECTED MCP MOTOR CIRCUIT PROTECTOR Q MDP MAIN DISTRIBUTION PANEL PHASE Q MECH MECHANICAL Li o Li v r-A o 0 CO / Y PROJECT NO- o117.O41 SHEET NUMBER O 5 2 DRAWING NUMBER 1 -G-5 E I MOUNT ON OUTSIDE WALL '--INSTALLED I I COMMUNICATION SITE PLAN HEADWORKS TROBE a �3 LCP 100 �w 4 NEW LCP 700 I. I 46�.•��r�y ELECTRICAL & C Ls CONDUITS �=o� 1,20N HAZARLK)US- =-1--kIFT STATION /3 I BOUNDARY 00, LCP 1 1wW,, = NORTH 1/2 MILE I • • uzut w SEE DWG 7-E-3 T C23 IN, MCC-A HW1-TOH-1 I 33,1, SEE DWG 7-E-2 I HW1- -- 1 i ------------- - - - Vw •� T I NEW SECONDARY I I - I - - - P1Z0 CLARIFIER NO. 4 1~ = 30' C12 SEE SHEET I I I srAl F I r' .I -- - --- I- - ----- - CIA�� i C13 3—M-2 FOR EQUIPMENT , i o LOCATIONS HWI-AIT-(3) GAS MONITORS - �I I —Y f/ z - -M - SEE DWG 7-E-2 -I' r - - - i T N Q o I NEW E%ST. CC i�' r-----r---� LCP 600 -LIFT �� .NEW _ ___ _ -I. _- _ _.STATION p2 1 LCP 500 EXST I -i _ j..C9-FO I MCC �6-f- ,1 -• a o C8-0--- --- � w -.-. - H 1-IT-01_. / \\, I C77 C20 I _ OAF J/ V C7-FO NEW SCADA PC STATION_ _ ,II NOTE. w / N MAINTENANCE BUILDING T SEE DWG 7- IN w �l Z , SEE owc 7+¢!E 2 h ELECTRICAL CONDUITI SCHEp L - ` 400 laa�,� ' -i ------ 1 GfifN TOR-- C21 ._ HWGiE CON-TOR I 6�Na NEW--- - .LS1 ul8. T C22 I ? --�I d -- r W1- D 1 l CJ _MCC LIFT IT STATION11 NEW I i .II Alt;-ig�,it 1'.. S#I' I LCPOoI JBOX .s I II To LOWER LEVEL L- -- -J FLOOD SENSOR �3 MCC _ SEE DWG 7-E-3 _� { _ ON - �--I �gR C24� LL .t (9C25 i SEE DWG 7- 2 Z STAIR RAIL r- --+rp--__-.____--- , HRN-01 '1 I `• (2) 120V CIRCUIT .J Lil SCADA PC STATION - ( -NEYOk I AND SERVER IN (n PRC-S P-(3)G 0 EXST. NEW 1) ON EMG. POW R L,NEW MCC LC 6 OQ I MAIN CONTROL ROOM AACCT-G PRC-H I-(3) GT -01 LCP 5-2 LCP 200 UPPER I -- SEE DWG 7-E-3 GTB-T -(2) PPRR (2 1 MOUNT ON RAILING { _ _ _ r--- -- --_MAIN -- - -- - -------- ( 1L C28 NEXT TO LCP 5-2 INSTALLED r ? o rc o I BIP MCC I / SWITCH.- 1 t,J PLANT INFLOW ALARM z m r a - / I IL STROBE o 0 I 11 C10_FO !_. _ I I TRANSMITTER o i a _I - I 2-FO RADIO TO-'LGP 7OD tt PRC-FIT-01 u $ Lp .� Ii C4_,,cc Z ffhh� I . NEW $LOW*ANLET V/ VES, IE%ST MC -C I Q R I > I I = � �Z Ctil (' --- EXST. $-- NEW ---`�-�---1 I I NEW LCP 4--1 I C26 O I LCP 5-2 _LCP00_ � I I / EXISTING CONDUIT STUB I N N EXISTING CONDUIT ST I MCC-G--- - EXISTING LCP 5=2 JBO% i LCP BQp I w L-------t--------- I I - II--- EXST LLCP 4-1•JBOX` Cl-FO I < W z Q Z — _. I _ II --*----- - -------------� > Qr--W _J l J I I Of a�U J... - I C5-FO Lu tz a: -. i SCUM N PIT _ I t ..�.....�.r. m I p r o L---- --------=-- - z Z O- N Q O U> o � Z SEE DETAIL THIS SHEET � J Q I ~~ 0U.:d3 J I - • \ w Q U Q w ' c - _ SEE DETAIL I♦ U Of 0 0. I r---- ' --, _J o I - -, NEW II I I Q w 2 — - - - I -- LCP 101 I I 3 z -EX� I a « ————— --— - - --- - - - - i MCC o H ORKS _ I w N NEW LCP 10: g m i m PROJECT Nu. \ l I NOTE: 0417.041 0 L------------------ J - __ SEE DWG 7—E— SHEET NUMBER 14RANSMIrrERELECTRICAL CON UIT SCHEDULE 57 COMMUNICATION CONDUIT SCHEDULE C-LIT DRAWING NUMBER I 7—E-1 mog C32 FC #4 ULTRASONIC DAF BLOWER BUILDING, ExsT. (FLOTATION THICKENER) ` boo E&H FDU CONTROLLER RAS F ODD FLOAT a _ - DOD FLOAT ELECTRICAL & CONTROL CONDUITS ELECTRICAL & CONTROL CONDUITS SLS-F7T- LCP 300, BIP LCP 500 SLS-FIT-03 w i 33N w C34 IT u I N C88 m w m v � w ` � o FLOOD Mew+ C118 FLOAT M - DAF-LSH-01 �^ z z -1 CO) E%ST. ClCi 17 0 O _ _I O LCP 301 EXSC-U T. (ri .I z C59 Z SLS-LIT-01 MC S02 ROOM o C58 C74 C86� w w C57 C61 C77 C6L BLR-LIT-02 C76 2) 120V CIC{ z N EMG .c�r�TY _ C60 BLR-LSH-01 LCP 30 1t`1 Cag C91 ul 79 v EXSL C38 STN V.' S02 ROOM - ACV#3 D.O.N3 C49 D.O.N4 ACV 4 C37 C31 M� EXST. PO ER C92 - 0500 _ C30 O N A L y CONTROL C87 '^ n _ DAF-P02-0 R^ RIP IN A EM : C104 0 cj r ri�9i ACVM2 D.O.�`2 C47--� EXST- MC TR E �• '�+_It_ - ^ HRN D.O. 1 ACV 1 C39 / BLR-PN-3) J Fp D1 C36—/ BLR-HSI-(3) I INS LL DIS-D O7 EXST. MCC-DAF 0 w B�$=g BL��CCC��CCCUR-0) ALA IL DIS-SW O1 DAF-RCP-01 BLAC-( STIR BE DAF-PSI-Ot r--� - BL S - DAF-CMP-(2) x w y DAF-TSP-(3) - I---� - Cl3 _ TA L DAF-PIT-01 O I- --- -- � � 1 5 C51 2 g C54 C52 csa _ C41 C4024 C55 C53 C44 g �J C56 .1— JBOX C FCV C4 a £` TS#I E CC`` GFI O JBOX A SEC-TOH-O i LIGHT SAMEC TACLE PRIMARY CLARIFIER J LIFT STATION #2 Z Z ca tzov ELECTRICAL & CONTROL CONDUITS 01 C69 G LCP 660 � FCV 1 ..� C71 TS 2 c6 -� SECONDARY CLARIFIER #4 o JBox WAS PUMP #4 -- - - FCV 3 TS 3 C64 z BLR-FI -0 Q — -o A' 0 i LR-71 O1 IV O t` Vl � Q Z p w V)p w Q > w O p N d F" p to __ - ----••-LIFT STATION #1 / z z 00 g 2 12ov cx ELECTRICAL & CONTROL CONDUITS ego / 0 a no NEW DUNON NORTH WALL LCP 400 0 N LCP 400 z z F- w w zi v OO J H a o C93 46 Ca n L52-LSH-02 N C94 ~ J CL it CC Q w O Q� A 85 N FLOAT w w OJ FS1-lSH-O J m ° C83 N w FSCUM BOX: C81 3 � o t z 0 LS1-LSH-0 AI ` Q a WAS 4 v {`1 L52- SP-D4 w Yea • - F MOUNT ON RAI LS2-PSH-01 0 0 n> FLL % w w -LSH-01 _-- m o W' I Pk 0417041 C78 C98 C95� 9 ___SHEET EcNUMBER LCP 600 HRN 01 C97 C9 56 0 i X C100 n Ex sL 2 DI$- INSTALED DR AWING NUMBER INSTALLED— DI T-01 LSpp $� FIT-01 DIS-FIT-01 % � STROBE C-TOH-0 10 y SE 3� pp0� DIGESTER & CONTROL BUILDING t ✓ MAINTENANCE LUILDING SCADA PC j ELECTRICAL CpNDUIT aWW� sg ELECTRICAL & CONTROL CONDUITS \ LCP 001 N LCP 4-1, LCP 701, LCP 800 INSTALLED 2 OUTLETS I ioo �� (B12. 618, 20) '-' I CONTROL ROOM SCADA PC SCADA RACK O SUPPLY 120V POWER DIS-CHD-01 N DIS-CHC-01 INFL NT/EFFUENT tt C109 CH T RECORDER m C11 M NEL B C116 C703 \ Z � O m w z z V � ; F U E1 T" () o DIG- T- 3 Z Q ! N Z 1Z O U w C106 111 _I C 107 cc c cj ,\ C,O, C,,. U \ WMIDOR C113 j`ALARMS ExS I_CP 0014 120V PANEL N v� �*R� � LCP 4=, IG-TIT-(2) ( (St\J $$$ LCP 800 / C19J Zw r RADIO ANTENNA l j o = To LCP aoa I + ELECT I L & CCNTROL CONi)WS I LCP 7 p d ----------� a PUMP FLOOR zz 17 M C, t O z* c 1n E z 3 1 O z Do FL. 1 I IL IIL a LSH- 1 O p� Ir W a 1:7 � Z O CD 111... t r Orke � z° S - r- z m Off Of Ad O J U w U 1 w rI F cl: Q W U N W h V) w O l o � z n •r 0' w;�• N o ♦ � y m PROJECT NO,04 0417. 1 p 1 ? SHEEP NUMBER 59 o DRAWING NUMBER � I in I 7_E_3 mjg _ JIZ NZW� NV >t MOTOR SCHEDULE ELECTRICAL CONDUIT SCHEDULE ELECTRICAL CONDUIT SCHEDULE kad do VUL I', A80Y/277 PHASE' J WIRES: 4 HORIZONTAL BUS AMPERES. 600 TAG(1) CONDUIT FROM TO POWER WIRE SIZE WIRE COUNT TAG(1) CONDUIT FROM TO POWER WIRE SIZE WIRE COON a� SHORT CIRCUIT BRACING: 42,000 AMPS ENCLOSURE. NEMA 1 C11 EXP 1" LCP 100 MCC 120V g14 14 C61 1/2" BIP ACV 04 120V DISCONNECT SWITCH WIRE MAGNETIC STARTER DATA C12 EXP 3/4" LCP 100 LCP 101 120V N14 6 C62 1/2' JBOX D ACV /4 480V MOTOR DESCRIPTION P FUSE AUX. SIZE NEMA AUX. PILOT _ N0. AMPS POLES BREAKE C(X AWG SI E TYPE INtlT CONTROL LIGHTS C13 EXP 3/4" LCP 100 LCP 1U1 4-20mA ANALOG #15 1 PAIR C63 1 JBO%0 LCP 300 4-20mA ANALOG 018 10 PAIRS 11 1) 1 C14 EXP 3/4` LCP 100 GAS SENSORS 4-20mA ANALOG #18 3 PAIRS C64 3/4" JSOX B AIR FLOW, TEMP, PRESS 4-2OmA ANALOG /18 3 PAIRS SECONDARI C RI 4 F .75 1 1 - L11T I N T P P 7. ^1 9 - C15 EXP 3/4" H W KS .4 L A R LC 10 1 20 - - LCP 100 GAS SENSORS 120V #14 6 C65 3/4 JBOX B BLOWER INLET VALVE N1 4-20mA ANALOG ,�18 2 PAIRS MCC-C 120 240 PAN L PA BRFAk: R CP 200 - 5 1 1 N.O. 2 - - C16 C66 3/4" JBOX B BLOWER INLET VALVE p2 4-20mA ANALOG /18 2 PAIRS t� AN L 0 1 20 1 1^ - - L W MC INLETVALVESBR K R - 1 20 1� - - I _A N 1 I .4 A L 8 3 20 - - C17 EXP 3/4" LCP 100 INFLUENT LEVEL SENSOR 4-20mA ANALOG /18 1 PAIR C67 3/4 JBOX B BLOWER INLET VALVE p3 4-20mA ANALOG �118 2 PAIRS AF 1 PAN A R KER L P 500 - 1 2 12 - - • 1 L - 1 0 - - C18 EXP 3/4• 3/4" JBOX C BLOWER MCC 480V $ I A 'N 1 L A - 1 20 - - LCP 100 GAS ALARM HORN 120V N14 4 C6B LI STATION ANEL PA LC - - - C19 3/4" LCP 001 120V BREAKER PANEL 120V C69 3/4" J80X C BLOWER INLET VALVE kt 480V NOTE: (1) SUPPLIED WITH LCP 101 L C20 EXp LCP I" 101 MCC 480V I" JBOX C BLOWER INLET VALVE #2 480V o a C21 EXP 1" LGP 101 GRINDER MOTOR 480V C71 1" J13OX C BLOWER INLET VALVE 03 480V - o N �` L� C22 EXP 1' LCP 101 AUGER MOTOR 480V C72 3/4" LCP 500 502 HORN 120V /ta COMMUNICATION CONDUIT S C I E D U L E C23 EXP 3/4 LCP100 ALARM HORN 120V C73 3/4" JBOX A AIR FLOW. TEMP, PRESS 120V TAG(1) CONDUIT FROM TOUG/SURFACE C24 2 LCP 200 MCC-G 120V K14 54 C74 1" MCC UPPER LCP 300 120V #14 30 CI-FO 1` MPS LCP 100 UG C25 3/4' LCP 200 MCC-G 4-20mA ANALOG #18 3 PAIRS C75 3/4 LCP 300 BLOWER FLOOD FLOAT 120V #14 i C2-CAT5 1' MPS LCP 800 UG C26 3/4" LCP 200 SCUM PIT LEVEL 4-2OmA ANALOG N18 1 PAIR C76 3/4' LCP 300 LCP 301 120V #14 6 wKpw m C3-CAT5 EXISTING MPS LCP 4-1 SURFACE C27 C77 3/4. LCP 300 LCP 301 4-20mA ANALOG p18 I PAIR C4-FO I" MPS TO LCP300 LCP 4-1 JBOX UG C28 3/4" LCP 200 PLANT INFLUENT SENSO 4-20mA ANALOG #18 1 PAIR C78 1" LCP 400 LIFT STATION N1 MCC 120V A14 30 N N n 3/4" 120V p14 2 3/4" LCP 300 WETWELL LEVEL 4-20mA ANALOG A18 1 PAIR C5-FO EXISTING LCP 4-I,LCP 4-1 JBOX LCP 5-2 JBOX UG C29 / LCP 00 FLOOD FLOAT ALARM C79 I20V I4 C60 1/2` MCC-LS2 SUMP PUMP PIT HI LfV 120V /14 2 C6-FO P MPS L(�001, LCPO01 JBO% UG C30 2" LCP 300 BLOWER MCC N 54 _IL g^ C7-FO 1" LCP001 JBOX LCP 500 UG C31 3/4" LCP 300 BLOWER MCC' 4-20mA ANALOG #18 4 PAIRS C81 1/2` MCC-LSI SUMP PUMP PIT HI LEV 120V #14 2 Q w CID C8-FO I" LCP 500 LCP 400 UG C32 3/4" RAS E&H FDU RAS-FC#4 LEVEL SIGANL CABLE C82 1/2" MCC-LS2 LCP 400 120V /14 20 N i C83 1/2" LCP 400 LIFT STATION /1 FLOO 120V #14 2 w C9-FO I" LCP 500 LCP 600 UG C33 �y I—I A CIO-FO 1" C34 3/4• RAS FLOOD FLOAT 120V /14 2 C84 3/4" LCP 400 LCP 401 4-20mA ANALOG iF18 1 PAIR - g LCP 300 LCP 200, LCP 5-2 JBOX UG LCP 300 C11-ANT 3/4" LCP 800 DIGESTER ROOF ANTENNA SURFACE C35 3/4" LCP 300 RAS E&H FDU 4-20mA ANALOG N18 4 PAIRS C85 1" LCP 400 LCP 401 120V /14 6 5 fr C12-ANT 3/4' LCP 700 LS p3 ROOF ANTENNA SURFACE C36 3/4 BLOWER MCC BIP 120V POWER C86 I" LCP 500 S02 ROOM 120V #14 2 € C13-TEL 3/4' MAIN SGADA COMPUTER WWTP PHONE SNITCH SURFACE C37 1-1/2' LGP 300 BIP 120V 014 36 C87 1" LCP 500 MCC 120V 014 25 C38 2" LCP 300 BIP 4-20mA ANALOG #18 14 PAIRS C88 3/4" LCP 500 DAF FLOOD FLOAT 120V p14 2 NOTE C39 3/4" BLOWER MCC BIP JBOX 480V POWER C89 3/4" LCP 500 S02 ROOM 4-20-A ANALOG #18 1 PAIR FO= FIBER OPTIC CATS COPPER ETHERNET 1-1/2' 120V 14 36 C90 3/4" LS#2 MCC F CLARIFIER N4 DRIVE 480V = u u ANT= COAXIAL C40 / LCP 300 JBOX A N J TEL - TELEPHONE 14 1 POLYMER 120V °•�'n MPS = MAIN PLANT ETHERNET SWATCH IN SCADA RACK C41 I/2" JBOX A TEMP SWITCH �l 120V N Cg1 /2" LCP 500 /14 8 - �- 1/2" LCP 500 POLYMER 4-20mA ANALOG #18 1 PAIR C42 1/2" JBOX A INLET BLOWER VALVE p1 120V I10 6 C92 C43 1/2` JBOX A TEMP SWITCH #2 120V N14 2 C93 3/4` LS 2 MCC F CLARIFIER #4 DRIVE 120V #1 4 5 Ad v m C44 1/2" JBOX A INLET BLOWER VALVE M2 120V /14 6 C94 3/4 LCP 600 SLUDGE BLANKET LEVEL 4-20mA ANALOG /q8 1 PAIR Q Z C45 1/2" JBOX A TEMP SNITCH y3 120V d14 C95 1' LCP 600 LSy2 MCC 120V /14 35 Q Z C46 1/2' JBOX A INLET BLOWER VALVE y3 120V ,y14 6 C96 3/4" LS/2 MCC WAS N4 480V co 0 F- C47 1/2 BIP D.O. pt SIGNAL C97 3/4 LCP 600 LSB2 MCC 4-20mA ANALOG #18 4 PAIRS Z W C48 1/2" BIP D.O. /2 SIGNAL C98 3/4" LCP 600 LIFT STATION y2 FLOOD 120V /14 2 t-I > Cog 1/Y BIP D.O. /3 SIGNAL C99 3/4" 1-S/2 MCC WAS M4 4-20mA ANALOG #18 _^PAIRS p W C50 1/2 BIP D.O. �f4 SIGNAL C100 3/4' LS{Y2 MCC WAS R4 HI PRESS 120V #14 2 O _ 0 C51 1/2" BIP ACV#1 4-20mA ANALOG ,418 2 PAIRS C101 3/4" LCP 800 MCC-C 120V #14 22 � _ C52 1/2" BIP ACV/1 1Y0V #14 6 C102 3/4" LCP 600 CHLORINE RESIDUAL 4-20MA ANALOG /18 1 PAIR Q <n C51 1/2" JBOX D ACV N1 480V C103 3/4" LCP 800 CONTROL ROOM CL2 120V N14 4 (.J � CJ C104 MCC - DAF 4-20mA ANALOG #18 1 PAIR Z C54 /2" BIP ACV N2 4-20mA ANALOG N 8 2 PAIRS 3 4" LCP 500 C55 1/2. BIP ACV K2 120V N14 6 C105 0 DIGESTER BLDG FLOOD 120V /14 2 O Z Q Q C56 1/2" JBOX D ACV/2 480V C106 3/4" LCP 800 GAS METERS 120V #14 6 L,1 EY C107 3/4" LCP 800 GAS METERS 4-2OmA ANALOG N18 4 PAIRS ~ C57 1/2 BIp ACV /3 4-20mA ANALOG M18 2 PAIRS / p �108 EXP 3/4 LCP 800 CL2 CONTROLLER 4-20mA ANALOG #18 1 PAIR � Z C58 1/2` BIP ACV M3 120V N14 LIPAIR] C59 1/2 JBOX D ACV #3 480V C109 3/4' LCP 800 BOILER CONTROL PANEL 4-20-A ANALOG /18 2 PAIRS 3 O C60 1/Z" BIP ACV #4 4-2-A ANALOG /18 C110 3/4" LCP 700 LIFT STATION p3 FLOOD 120V €Iq 2 N C711 3/4" LCP 700 LIFT STATION #3 MCC 120V #14 15 Q Z NOTES. 1 EXP = EXPLOSION PROOF SEAL C112 3/4" LCP 700 LIFT STATION X3 MCC 4-20mA ANALOG #18 1 PAIR 3 Q 2. ALL ELECTRICAL CONDUITS ARE SURFACE MOUNTED .2 3. SEE APPENDIX A C113 3/4" LCP 800 LCP4-1 BOILER TEMP 4-20mA ANALOG /18 2 PAIRS W N 4. WARE COUNT IS PROVIDED FOR INFORMATION ONLY AND O DOES NOT SHOW ALL REOURED CONDUCTORS. THE C714 3/4" LCp 800 LUMIDOR PANEL 120V 14 6 C. CONTRACTOR IS TO DO A COMPLETE TAKE-OFF FROM C115 3/4" PANEL 8 CONTROL ROOM SCADA 120V DRAWINGS AND SPECIFICATIONS AND PROVIDE ALL PROJECT NO CONDUCTORS REOURED FOR A COMPLETE FUNCTIONAL C116 3/4" LCP 800 CHLORINE CONTROLLER 120V 0417.041-042-0211 ASSEMBLY SIGNAL WARES TO BE PROVIDED BY - CONTRACTOR AS PER INSTRUMENT MANUFACTURER'S C117 3/4" LCP 500 OAF-FIT-01 4-20mA ANALOG #18 1 PAIR SHEET NUMBER RECOMMENDATIONS. C118 3/4" LCP500 DAF-FIT-01 120V #14 60 r�DRAWINC.NUMBER /y I —E—4 w3p m0tr OVA �� a N g OUV �W1g0 K� W HEADWORKS MCC 'PT' GRAVITY THICKENER MCC "G" PLUWLR bUILDINC MCC "AA' pff��ff BLOWER BUILDING UPPER MCC "AB" - MAIN DISCONNECT MINUTOR +1 ®x 1e61d1 MAIN DISCONNECT SPARE BREAKER PS PUMP 1 THICKENED SLUDGE MAIN DISCONNECT GROUND WATER SUB MAIN NON 1i 3 4 5 PUMP I PUMP BL IGH SUM OH TURBINE 1 TURBINE 2 TURBINE 3 DISC 1 COIGN NpNPOjNTLBLE PUMP POTABLE X X R Icy LEVEL L NEW BREAKER - GEN GEN M6 7 8 9 10 0 lCP3O0 k BIP FEED FEED m O O GRO WATER 20A, i?OV, 1 PH U LEVEL FAULT FAULT FAULT 'O BUNK MMMIITOR 12 HOIST BLANK E PUMP .40 PS PUMP 2 THICKENED SLUDGE TU I TURB ❑ O H O O O U CONTROLLER OVE 5 PUMP OVERL LOAD 30UA INLET ;DOA INLET 300A INLET EMERGENCY UTILITY VALVE VALVE ❑ VALVE POWER POWER CIS` `T O CLOSED CLOSED CLOSED LOSS LOSS 120/24P V 120/24P V TURBI N PANEL PA PANEL PA _ OAD O O O ? Z PHASE PHASE PHASE ; NEWBREAKER - >MINIITOR N3 BAR SCREEN M1 NEW BREAKR - SPARE PS PUMP 3 PRIMARY CLARIFIER 2 BASIN DEWATER E TURBINE ALARM FAILURE FAILURE FAILURE LCP700 Q LCP101 LCP200 MCC A8 FEEDER PUMP NEW BREAKER - ETMAIN20A, 120V, 1 PH 20A 120V. 1 PH (SCREW PUMPS) BLOWER INLET VALVES NEW HOA NEW HOA NOOACT BlORFACrOR AIR VALVES SwmN SWITCH SWITCH p 20A 48OV,3 PH w tt GRIT COLLECTOR SPARE BREAKER THICKENER DRIVE CLARIFIERS 1 h 2 PRIMARY CLARIFIER I SPARE TRANSFORMER g SCUM PUMP DRIVE BUILDING WASTEWATER PUMP 1 Z ° GRIT ELEVATOR CLARIFIER CLARIFIER 3 ELECTRIC HEAT SCUM PUMP BITRONIC CONTROL w N v�i' i >,:�--3DRIVE 3 SCUM PUMP EN IN o�WELDER TRANSFORMER WELDER QELECTRIC HEAT GARAGE TRANSFORMER A BUILDNG WASTEWATER vuK1v t 15KVA 15KVA w 8 BLANK AUGER MONSTER 480 V PANEL OUTLETS UNIT HEATER bqF TRAWSFORMER A TRANSFORMER A SCUM RECIRC SCUM DISCHARGE PIT BLOWER ~NNN~ VALVES VALVE I a �I fAf � WEST IG HH LEVEL Fl 5g 2. ST HIGH Pe 3, C OVERLU 4, C2 ERL 5 C3 0 AD 6. GRIi OR HIGH TORQUE 7 GRIT LE OR HIGH TORQUE 8. SCREE 1 OVERLOAD 9. SCREEN OVERLOAD PHASE LOSS M p I LIFT STATION Al MCC "L' DAF (FLOATATION THICKENER) MCC 'F' LIFT STATION /2 MCC U" LIFT STATION 02 ' pp RECYCLE PUMP 1 DIGESTER MCC "A' - n i ipR,jUE m m H MAIN DISCONNECT TRANSFER PUMP /1 TRANSFER PUMP /2 MAIN DISCONNECT DIGESTED SLUDGE DIGESTED SLUDGE z o PHA,_ u5; DIGESTER t a W W POLYME MAIN DISCONNECT PUMP #1 PUMP /2 MIXER 1 AIR LO EATON MAIN FEED FINAL CLARIFIER DRIVE N3 Q FINAL EFFLUENT Z 120/240 V TRANSFER PUMP 03 WAS PUMP /2 BLANK WEST EAST TRANSFER PUMP Q A2 CHOPPER PUMP #1 PANEL PA COMPRESSORS 120/`a0 V G0N M LER Z NEW BREAKER - 12 #1 PANEL A O LCP400 120/240 V RESIDUAL CL2 V1 20A 120V, 1 PH PANEL FA CS VS NEW BREAKER S- AMPLE PUMP N DISCONNEC1 LCP800 Z W WAS PUMP MI FINAL CLARIFIER NEW BREAKER - UNIT HOIST DRIVE A NEW 20A 120V. 1 PH DRIVE /2 UcPS00 RECYCLE PUMP 2 HEATER BREAKER BREAKER LOP CHOPPER PUMP N2 WELL PUMP DIGESTER 1 W 20A, 120V, 1 PH - 20A, 12 PH <PH MIXER 2 ,Ir WAS i4 >IU�. O 20A 1 1 d BLANK FINAL CLARIFIER WELDER ,�„�,v- r E SLUDGE WATER BREAK PUMP t/1 DRIVE 1 WAS 3 WAS 4 _ PUMP PU Z J TOkOUE OVERLOAD RLOAD 8 CL2 MIXER d H FINAL EFFLUENT VA SPEED w FINAL EFFLUENT TRANSFER PUMP ULTRAS H- THICKENER DRIVE THICKENED SLUDGE TRANSFER PUMF �1 L W L C T W U BLANK BLANK. NEATER N PHASE LO WELDER Z O PUMP i I P P DIGESTER 2 DIGESTER 2 U 2 L LO55 ROOF TOP AC W L� VS ELDER SPARE CS V� FINAL CLARIFIER MIXER 1 MIXER 2 W v DRIVE 4 ^5KVA FRONT LAB 25KVA BACK LAB M WELDER TRANSFORMER TRANSFORMER B TRANSFORMER E 1- I w 15KVA BUNK WAS 1 TSRANSFORMER F SPARE BREAKER THICKENED SLUDGE UNIT HEATER 10KVA W n TRANSFORMER A b PUMP 2 C1.2 ROOM TRANSFORMER A HOIST Q 0 3 a WAS /2 HOIST TRUCK, SLUDGE FLOW o BARN VALVES (4) DLAN� Q Z Q o W NOTE 0 LIFT STATION /3 u INSTALL NEW BREAKER m 0 FOR LCP700, 20A, 120V, 1 PH PROJECT NO a LCP701 - CONNECT 120V TO 0417.D41 LCP800 UPS SHEET NUMBER 61 O / DRAWING NUMBER I 7-E-5 3 ONC PAD ROUND 0 u -PIP IPE ID + 2'- D.I. BLIND GATE FABRIC TO MATCH FENCE. FINISH GRADE I Evr�GE RACESGATE �FURNISH MCS TO E WELDED EDWHERENEEDED. _ N�wtt � CORNER LOOKOUT 41- ARM. TOP oW i Zo 3 STRANDS ) RAIL STANDARD PLUNGER ROD 3 STRANDS BARBED ' _ BARBED WIRE WIRE ON VERT. HINGES BRACING FRAME SUPPORT ARMS. i�`�� DRILL & TAP , a FLANGE FOR 2-M4 BARS. �„,. •-•�...,,,,., CAP SCREWS CONCENTRIC, 45' —--' -• • -•- •• HAND TAMP - CTR IN SLAB -- ,%J� ✓i33N t 1 1 MJ OR PO DUCTILE IRON BACKFILL AROUND DI PIPE w �� s (DQ OR PO PVC PROCESS RISER SECTION o Y UNE. TEE OR WYE ORIENTATION AS SHOWN ON PLANS : BRACE LONG RADIUS RAIL PROF - DI FLANGED ------- -- 90' BEND DI PE x FLGD ITHRUST m CONNECTOR PIECE BLOCK - - TRUSS TRUSS RODS/ ROD NOTE: -- RISER SECTION & ELBOW SAME SIZE AS UNE POST PROCESS LINE, UNLESS NOTED OTHERWISE. I I I TENSIONo 9 DIA. WIRE IGATE . STEEL SOCKET MIN. (TYP.) I o. o 0 (TYPICAL EA a PROCESS LINE CLEANOUT SETTING 2040 " U't a 0' PANEL II I12- CONCRETE w N NTS U (TYP) DIA. MIN. FOOTING (TYP) U o z II u u[I�N! SEE NOTE 2 GATE WIDTH AS REO'D. GATE WIDTH AS REO'D. 1Z i CONCRETE I V DV. MIN. FOOTING (TYP) :1 II GATE CLEAR OPENING AS NOTED AT TERMINAL POSTS. (CORNER POSTS, PULL II POSTS AND END POSTS). u 16` ' a DIA. MI NOTE: (GATE POSTS) i TYPICAL CORNER PANEL 1. PROVIDE DOUBLE PANELS AT ALL CORNERS DOUBLE GATE DETAILq AND AT 300' MAXIMUM INTERVALS ON TANGENT. �y1 4'-0" WIDE OR (T0 BE USED FOR PULLING) DOUBLE PANELS SHALL At it 9E BE AT END OF CURVES SHARPER THAN 5, _>L WIDTH AS NOTED ON 517E PLANSV. AND BE EVENLY SPACED BETWEEN AT 320' CENTRAL EE yg EXPANSION MOINTD ANGLE, 19 DEFLECTION ANGLE NOT TO EXCEED W 8 3 SLOPE Yi" FT. SHOWN FILLER BETWEEN WALK 250' CURVE. In--Ig OR & CONC. STRUCTURE 2. AT INTERVALS NOT TO EXCEED 500', ONE POST WILL BE [��-+ OR SLAB EXTENDED 3' INTO THE GROUND FOR LIGHTNING PROTECTION. 7 FOOT CHAIN LINK FENCE & GATE DETAIL 2441 ore NTS WWF 6"x6* W1.4xW1.4 CENTERED IN SLAB COMPACTED ENGINEERED GRAVEL BACKFILL TO UNDISTURBED EARTH, MIN. 6" NOTES. s = = o 1. PROVIDE TOOLED CONTRACTION JOINTS AT SAME INTERVAL AS WALK WIDTH, O 2. PROVIDE EXPANSION JOINTS CONSISTING OF V4' PREMOLDED JOINT FILLER AT SPACING NOT �„ a GREATER THAN 30 FEET. /ROTARY SPRINKLER HEAD `f a (INSTALL Ir ABOVE FINISH GRADE m FINISH GRADE & ADJUST FLUSH TO FINISH GRADE TYPICAL CONCRETE WALK DETAIL 2301 _ ONCE TURF IS ESTABLISHED) Z NTS Q z RAVEL NOTE O f z I COMPACT SOIL AROUND NOTE' m I ROTOR POP UP ASSEMBLY BASE COURSE GRAVEL SHALL CONSIST OF A MINIMUM OF 10 INCHES OF LZ, TO SAME DENSITY AS SUB-BASE COURSE MATERIAL AND A MINIMUM OF 2 INCHES OF CRUSHED tO UNDISTURBED ADJACENT SURFACE BASE COURSE MATERIAL AS SPECIFIED. w SOIL. > VALVE BOX w/ LOCKING NIPPLE FULL PAVEMENT WIDTH SAWCUT EXISTING � VALVE COVER AS SPECIFIED FINISH GRADE (LENGTH AS REO'D.) (TYP.) (MATCH EXISTING) PAVEMENT AS SPECIFIED a_LATERAL NIPPLE TEE OR ELB. NEW HOT MIX ASPHALT 01 a a w Z SIDE VIEW G b UNION NEW BASE COURSE Z o j1 MINIMUM w q� I EXCAVATION z P GRAVEL, SEE NOTE - i� VALVE REPAIR Q ZQ w � FROM MAIN N 90' ELB. RECOMPACT SUBGRADE w STREET ELB. COMPACT TRENCH Q TO LATERALS WITH BACKFILL IN AREAS 3 WITH PIPING w `DRAIN SUMP jT0P VIEW a 3 (MIN. Cr GRAVEL) Q NOTE. N COMPACT SOIL AROUND VALVE O BOX TO SAME DENSITY AS m UNDISTURBED ADJACENT SOIL. PRQ1 CT NO- 0417.041 SPRINKLER HEAD & SWING JOINT 2902 PAVEMENT SURFACE REPAIR DETAIL 2502 SHEET NUMBER ELECTRIC ZONE CONTROL VALVE DETAIL 2901 RISER ASSEMBLY DETAIL NTS E`' NTS NTS DRAWING NUMBER 8-D-1 .00 dui H xWo �z EQUIPMENT BASE NOTES 1. PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS INDICATED BY THE MANUFACTURER AND I z APPROVED BY THE ENGINEER. F O Y f 2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD x; PROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER, AND SHALL BE AS '*,, Q PR �,,,+J APPROVED BY THE ENGINEER, ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE PAD IS ol M3012". 1" CLR FOR EQUIPMENT BASE #4012, TYP. BEING POURED. to SLABS LESS THAN 4 THICK, p4012", 2" MIN. ALL AROUN MINIMUM ANCHOR BOLT 3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE THE IVa CLR COR DIMENSIONS SEE NOTES ANCHOR BOLT A MINIMUM MOVEMENT OF 1/2" IN ALL SLABS THICKER k ANCHOR BOLT DETAILS DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL, BE 8 THAN 4"� EQUIPMENT BASE 11/2" FLUI TOOLED EDGE (3/4') TIMES THE BOLT DIAMETER. SLEEVES SHALL BE FILLED NOON SHRINK j� MIN 4 WITH NON-SHRINK GROUT. 6" MIN, GROUT, TYP. #4012 L PER BASE. ALL AROUND, MEASURED o EXIST CONC SLAB 1 Vx" 8• o PAD HEIGHT AS SEE NOTE 7 CLR USE 5012' 4, ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL FROM OUTSIDE OF BELL, c READ,HEIGHT MIN. 2" CLR WHER AB DIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUM FLANGE OR COUPLING, R MAX. IS 3/4' OR INTERNAL DIAMETER 3" GREATER THAN ANCHOR BOLT LARGER DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK I #5 TIES 01Y CONSTRUCTION JOINT 1" CLR SUSPENDED SLAB OR GROUT. Er / �`2' CLR LEAVE ROUGH B CLEAN SLAB ON GRADE, FOR - - µ4( 012 DRILL �' ROUGHEN SURFACE OF THICKNESS, SEE PLANS 5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS i EPDXY GROUT EXIST CONC SLAB TO SPECIFIED OTHERWISE. 3„ CLR7-R5 CONT. FULL Vi AMPLITUDE. CLEAN AND APPLY TYP. BONDING AGENT PRIOR 6. LEVELING NUTS, WEDGES OR SHIMS SHALL BE USED LA yu( TO POURING NEW CONC SUPPORT THE BASE WHILE NON-SHRINK GROUT IS PLACED. UNLESS OTHERWISE APPROVED BY MANUFACTURER, REMOVE w ;; WEDGES AND SHIMS OR BACK OFF LEVELING NUTS AFTER 4oNa] rym GROUT HAS CURED. SEAL CAVITIES LEFT BY REMOVED ^4--, WEDGES WITH NON-SHRINK GROUT. IF WEDGES OR SHIMS ARE LEFT IN PLACE THEY $HALL NOT BE EXPOSED TO VIEW. 7. HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TO KEEP ANCHOR BOLT OUT OF SLAB. t'�n 2XQ WHERE EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT 3004 WITH BLOCKOUT. � LESS THAN THE MINIMUM SHOWN. USE FOUIPMENT PAD DETAIL OTE' 1 SFE EQUIPMENT BASE NOTES DETAIL 3009 1 N SEE EQUIPMENT BASE NOTES DETAIL (7009) 3 5 V EQUIPMENT PAD 3002 EQUIPMENT PAD 3003 3009 PIPE ENCASEMENT 3014 € NTS NTS NTS £LL STD ACI-318 90' HOOK UNLESS OTHERWISE NOTED-� o m � Sao "D'. _ �_ u D" p o NOTE OTE NOTE "D' STD HOOK OR AS ; 3 STD ACI-318 9D' HOOK OR NOTED ON THE DWGS 3 AS NOTED ON THE DWGS. rTEE 5 "A' BARS OTE NOTE ---NOTE 5 --- -- SEE PLANS 3 3 Q -- Z "g' BARS"C" BARS O ZE" BARS n Ln HORIZ WALL REINFORCING D" BARS zBETWEEN CORNERS AND h o , "F' BARS I, NOTE 5 INTERSECTIONS AS SHOWN WALL REINF. I 1REINFORCING INTERRUPTED ON WALL SECTIONS. LAP WITH �, ON DWGS., "G' BARS > BY OPENING CORNER AND INTERSECTION z LAP W/ CORNER & O OPNG. AS REQ'D REINFORCING. INTERSECTION REINF. a m �� to Z Q PROVIDE BARS W/ AREA CORNER AND INTERSECTION REINFORCING DETAILSLj EQUAL TO INTERRUPTED REINF. H o' PLACE 1/2 OF THIS REINF. FA. SIDE I.TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCING LAYOUT IS SHOWN TO d 0 z OF OPNG O 3" MAX. SPACING. AVOID CONGESTION AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. p ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND Z o PROVIDE 1-#5z4'-O" DIAGONALT7_ CORNER AND INTERSECTION REINFORCING DETAILS INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING. w Q 0 EA. LAYER OF REINF.- 4 CORNERS 2.WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND SPACING IS NOT SHOWN, - o I.TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCING LAYOUT IS SHOWN TO NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL BE THE SAME AS THE Q Z AVOID CONGESTION AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. WALL HORIZONTAL REINFORCING SHOWN ON THE WALL SECTIONS OR AS NOTED FOR THE I-I = PROVIDE 1��j4 HOOP ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS, Er In '- UP 0 EA. LAYER OF REINF. LAP INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING- ~ SPLICE OMIT FOR OPENING INIF < 1Y SPLICE 3.EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS "NOTE 3" TYP 2.WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND SPACING IS NOT SHOWN, SHALL BE THE LESSER OF D/J4, 10 FEET, OR 1.0 TIMES THE HEIGHT OF THE WALL. EXCEPT TYP. NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL BE THE SAME AS THE THAT IN NO CASE SHALL IT BE LESS THAN 2.0 FEET. Q Q, WALL HORIZONTAL REINFORCING SHOWN ON THE WALL SECTIONS OR AS NOTED FOR 1H 4.D LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION 3 " REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS. -� 5.EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS NOTE n 3.EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS "NOTE 3" SHALL BE EQUAL TO ONE "LAP LENGTH' AS REQUIRED BY THE GENERAL STRUCTURAL NOTES. ~ c SHATLLI BE N NO E LESSER SSHALLO IT DZ, LESS FEET.TRA OR 1 E�MES THE HEIGHT OF THE WALL. EXCEPT USE THE LAP LENGTH AS REQUIRED FOR THE SMALLER OF THE TWO REINFORCING BARS BEING � a NOTES: 4.D - LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION 6 UNLESS OTHERWISE NOTED, "B" AND "C" BARS ARE THE SAME SIZE AND SPACING AND, "F., 3 z AND"G" BARS ARE THE SAME SIZE AND SPACING. I TYPICAL FOR ALL OPENINGS IN CONCRETE, UNLESS NOTED OTHERWISE u 2, DO NOT WELD REINF. TO PIPE SLEEVES OR INSERTS.3. PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON PLANS, i 0 R J C NO 0.1 zwt TYPICAL SINGLE MAT CORNER AND 3306 TYPICAL DOUBLE MAT CORNER & 3307 5"EE1 63 NUMBER G REINF. FOR OPENINGS IN WALLS AND SLABS 3305 INTE .SE TI N REINFORCING INTERSECTION REINFORCING DRAWING NUMBER NTS N� NTS (SEE PLANS FOR SIZE AND SPACING) z B-D-2 mod u - JOINT WIDTH, W �mi; _ oo �Q CONSTRUCTION JOINT, ROUGHEN TO POURED JOINT 0 FILLER Vi AMPLITUDE, BONO WALL POUR AS SPECIFIED. (TYP.) BACKER ROD-- (SEE NOTE 1) s - U µ JOINT SEA T ,�.�^••-^• DEPTH=1 2 W- ,r•4 li33�,�,,4; t PLASTIC WATERSTOP TYPICAL BASE PREMOLDED-- EXPANSION WATERSTOP SEE NOTE 3 JOINT FILLER STEP 3 PREVIOUSLY CENTERED ON ��J�� ,' PR04� / Z-'J ItJOINT, SEE POURED """"""""'"•• PLANS k SPECS + AND CURED FOR SIZE u CONCRETE 'FELT LAYERS m NOTES: k' � 1. MOVE BACKER ROD UP ABOVE WATERSTOP CENTER BULB $ INCREASE FOOTING SO THAT THE SEALANT DEPTH )¢ JOINT WIDTH. THICKNESS FULL UNACCEPTABLE BASE AL1 ERNATE BASE WIDTH OF FOOTING 2 CONCRETE PLACEMENT DINT SEQUENCE IS THE SAME ON BASE OR MIN 4'-0" EA SLAB EXPANSION SIDE OF WALL o i � o NOTES I. C-MIN CLR FOR REINF 3. WHEN USING ALTERNATE STEP 1 STEP 3 BARS, SEE GENERAL BASE INCREASE DOWEL PLACE CONCRETE BELOW WATERSTOP FIRST. IF A VOID LARGER THAN Va INCH IN DIAMETER STRUCTURAL NOTES. BARS TO PROVIDE SAME REMOVE ALL AIR VOIDS BY VIBRATING THOROUGHLY. IS PRESENT IN THE WATERSTOP IMPRESSION, LAP LENGTH AS TYPICAL ADDITIONAL CONCRETE SHALL BE PLACED UNDER 2. T-FOOTING BASE STEP 2 THE WATERSTOP, VIBRATED, AND STEP 2 REPEATED. o THICKNESS CONFIRM THERE ARE AS DETAILED. WATERSTOP. AIR VOIDS. LIFT STEP 4 THEWA A CONTINUOUSS IMPRESSION OF THE WATERSTOP, INCLUDING THE EDGE OF BULB, FINISH PLACING CONCRETE ABOVE THE WATERSTOP Z SHOULD BE VISIBLE IN THE FRESH CONCRETE. TO TOP OF SLAB k I + WALL BASE CONSTRUCTION JOINT 3400 CONTINUE THIS PROCEDURE ALONG THE ENTIRE (pv� NTS POURED JOINT, END TO END. IF A CONTINUOUS IMPRESSION IS CONFIRMED, PROCEED WITH STEP 4, N IF A VOID LARGER THAN V4 INCH IN DIAMETER w� mn IS PRESENT ANYWHERE IN THE WATERSTOP IMPRESSION, PROCEED WITH STEP 3. y E,f5nN SIKAFLEX 2C CAULKING � �K REVISED CONCRETE PLACEMENT SEQUENCE AT EXPANSION JOINT =�4gg g a 1 NTS (SEE EXPANSION JOINT DETAILS FOR SPECIFIC MATERIALS) n N S 3407A �21.w S BACKER ROPE ROUGHEN CONSTRUCTION JOINT PER SPECIFICATIONS Si JOINT DETAIL ADD-CENTER BULB F-APPROXIMATE �Y1 � " N.LS THICK STEM % OUTSIDE DIA N0. OF RIBS �LL THICKNESS '�rl+-Y� EA SIDE, EA ®OUTSIDE FACE OF WS SEE JOINT DETAIL 6" PVC WATERSTOP -Yew PROJECTION ALL RIBS, TYP WATER SIDE B-MIN STE _"7yp THICKNESS [-MIN BULB m m o *CNTR BULB THICKNESS o � 11.4ff.5: I. MATERIAL QUALITY PER SPECIFICATIONS. o 0 2. DIM REQUIREMENTS INDICATED rc e c $ om 3 HUN REINFORCEMENT THROUGH LAP REINFORCEMENT PER GENERAL PROUD BE GIVEN TO SUPPLIERS IOINT. SEE NOTE BELOW STRUCTURAL NOTES. I A B C D E F PRIOR PLACING ORDERS. 4 sYm 4 Ie Yis Y, V4 4 3. NON-ROUND CENTER BULBS 4 NOTE xye Ye Ye Ye V4 6 SHALL HAVE A MIN OUTSIDE Z REINFORCING CONTINUOUS ACROSS JOINT xn 9 Ye I 8 DIM OF"D' 4 Z STAGGER LAPS AS SHOWN UNLESS O INDICATED OTHERWISE (r Z REVISED TYPICAL CONSTRUCTION JOINT C3410 PLASTIC WATERSTOP 3411 0 THRU WALLS & SLABS NTS CJ NTS �— J Q F t` J lal O � � !Y W D � � ~ Z Q 4 W � 1 � N I 1 1 H 4 m W O Q ADDENDUM No. 1 a 1. 3420 DELETED W c O 3407 DELETED m 0 3426 DELETED PROJECT NO. 0 0417041 0 2, 3407A REVISED SHEFr1,UMBER / O3410 REVISED DRAWING NUMBER 8-D-3 3� mOb d12 W ii" FH SST BOLTS, < w < a� Ye' FH SST BOLTS, WEIR ELEVATION NUTS & WASHERS Zoo <' NUTS & WASHERS CAULK CONIC. °,b„'"� n o 'RATING NOTE_ FIBERGLASS ANCHORS S > "' la '< WEIR Y4" PL WELDED AT OPEN i� o -- - ENDED SUPPORTS. TYP 2 Vs" So. 00 HOLE, TYP. .n II - 1. GRATING SPAN SEE PLAN. ._..._.,.k" ALUMINUM OR STEEL GRATING � 2. WIDTH OF GRATING SECTIONS SHALL NOT EXCEED 3'-0'. ,� tl• 3 HEAD SIDE I 2-0" O.C., AA1 OF WEIR FIBERGLASS ANGLE `� BANDING BAR ,�v1 3. SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE z w Jd SST CONIC. 3 w SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. Fyn a TRIM VI THIC r-z FIBERGLASS GRATING ANCHORS VERTICAL LEG cYi 4. MATERIAL FOR SUPPORTS OF STEEL AND ALUMINUM GRATING TO PLAN ELEVATION SEE 5006 1 AS REo'D FOR 4 SUPPORT ANGLE BE SAME AS GRATING, EXCEPT METAL SUPPORTS THAT ARE TO GRATING THICKNESS '- TRIM TO FIT BE EMBEDDED IN CONCRETE SHALL BE TYPE 316 STAINLESS STEEL. `- 4ANDWAL BETWEEN VERTICAL '"•0.1 tr pROF� Yf"x6" SST CONIC. v'• DIMENSION 5. UNLESS NOTED OTHERWISE ON PLANS, GRATING THICKNESS SHALL ` ...,,....,...•^ fv ANCHORS W/ SST NUT WEIR ELEVATION Ye`xB' ANCHORS BE AS TABULATED IN `GRATING THICKNESS TABLE` FOR LOCK WASHER AND 51 01'-6" CENTERS APPLICABLE TRAFFIC. S0. V4 FRP WASHER Ye"x6' ANCHOR 6. BEARING BAR THICKNESS FOR GRATING TO BE 3/16" MINIMUM. SEE(9006 `�� O7'-6" CENTERS PLY."x2x2 w 7. BAND ALL EDGES WITH 3/16" x DEPTH OF BEARING BAROND MINIMUM BEARING HORIZONTAL B. PROVIDE MISCELLANEOUS GRATING FASTENERS AS REQUIRED. n DIMENSION = 1" FOR GRATING DEPTH 2V4 OR LESS 9 TYPE OF MATERIAL USED SHALL BE AS SHOWN ON PLANS OR AS 2" FOR GRATING SPECIFIED. THIS STANDARD DETAIL INCLUDES 3 TYPES. 2y4" So, (; ANCHOR BOLTS (' 1 DEPTH GREATER ALTHOUGH ALL J MAY NOT BE INCLUDED IN PROJECT. o HOLE, TYP. IYi THAN 2Y4 _ 10.THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND N GRATING SUPPORTS SHALL NOT BE LESS THAN Vi NOR GREATER i w THAN V2' AND AS SPECIFIED. SECTION ALTERNATE ELEVATION -Z Y4` BAR WELD TO SUPPORT BEARING 11.ALL GRATING SECTIONS, WHEN IN PLACE, SHALL ALWAYS BE BEAM (BOND FIBERGLASS e6AR FIRMLY ANCHORED TO THEIR SUPPORTS AS SPECIFIED. BAR TO SUPPORT BEAM), OMIT g NT STEEL TROWEL TOP OF CONCRETE TO OBTAIN SMOOTH DENSE FINISH WHERE GRATING IS CO OVER SUPPORT BEAM FIBERGLASS STRAIGHT EDGE WEIR 5004 w�baY P ;v GRATIN SUPPORTING BEAM, ,��n i NITS FOR SIZE AND END FUUT TRAFF I., W m SES9^ CONDITIONS, SEE PLAN R MINIMUM BEARING DIMENSION _ GRATING THICKNESS TABLE 8 SEE NOTE ABOVE MAXIMUM ALUMINUM STEEL FIBERGLASS SPAN IN.) (IN.) (IN.) Y In 3'-6" 1 Y. 1" 1 Vi" O w R c T CAULKING MINIMUM BEARING DIMENSIONZL3x3xV4*LILV. 2 Z 4'-0" 1 Y7` 1" 1 Vz" W WEIR PLATE FACE OF WALL SEE NOTE ABOVE w�u 4'-fi lYi 1" 1Vt' g Yb" So. x Yi 9 Z 5'-0" 1Yi 1Y47 MAXIMUM ~N � COVER PLATE 5'-6' 2 1 Vs' ALLOWABLE +_ W/ ib" BOLT HOLE BEARING BAR 6,_a, 2Y` 1Yi SPAN IS g M"x6' LONG SST COATED 4'-G'. LIMIT SST NUT & WASHERS [ANCHOR BOLT Ye"x6' STAINLESS 1V2 DEFLECTION STEEL ANCHOR BOLTS TO Yz MAX m a � 01'-6" CTRS, 1'-0" GRATING T- 2Vi IY4 CTRS FOR FIBERGLASS ALUMINUM OR STAINLESS 11� 11 ANGLES OR IN LIEU OF STEEL; L4x4xVa" FIBERGLASS. USE ANCHOR BOLTS, USE Yi ONLY FOR FOOT TRAFFIC GRATING. III 2Ya" SO HOLE CONCRETE ANCHORS N 01'-0" OC i N � � b 1 Vs 4 LV' ; u 4 a z a GRATING & SUPPORT DETAILS 5 0 012 NITS ANCHOR BOLT FOR WEIR 50 66 Z AND BAFFLE PLATES NITS O o' 1n z a o a I- o a w 0 0 z r- p � Q Q Z W Q H r a w a a ml 3 w I- o to 2 Q 0 3 z a c N p C m 0 O PROJECT NO 0417.041 a '>HEET NUMBER j 65 DRAWING NUMBER O 8-D-4 ,qqy,yoyb/- YW2t (:ATE LATCH GATE HINGE. ..... & STOP ON 2 REQ'D. pT ARO BY," WALKWAY SIDE HANDRAIL AS 4- POST �'"tea a33h,�`•� SPECIFIED ¢ - - '= x F <Q l E z w z BOLT HEADS AT Z STAIRWAY OR — m x �� i EDGE OF PLATFORM SIDE 6�! OR WIDTH EQUAL SPACES 5'-0" CONCRETE {t PRO E SEE PLANS A 5'-0" MAX --M�X �I '�' N �P .,, "",""'""Yfr✓ PLAN r, POST, TYP RAIL TERMINAL, GATE LATCH POST TYP. SEE DETAIL & STOP - - - - - BEYOND PLAN 8 PLAN I I GATE HINGES I I III i S' TOP MOUNT POST BASE AS SPECIFIED ALUMINUM _ I - - HANDRAIL POST, ALUMINUMS�T \ u FIELD CUT TO FIT HANDRAIL PO \ o I P o o I BEA III I I I HANDRAIL BRACKET AS SPECIFIED '^ a a FOR WIDTH EQUAL SPACES 5'-0" h + THE 13ASEPLATE SHALL SIT I I SST BOLTS, SEE PLANS ® 5'-0 MAX. M X II I SOLIDLY ON CONCRETE. THE 4-SST CONC. I I AS SPECIFIED I I II USE OF SHIMS, WEDGES, ANCHORS AS I L GROUT, ETC. FOR HANDRAIL TOE BOARD y POST ALIGNMENT OR ANY SPECIFIED 1 IYP., AS ELEVATION F R TYPE OF� OTHER REASON WI WILL TYPE „A„ y, NOTES: SPECIFIED ANCHORAGE, MIN. a' SEE DWGS. 6" HIGH x TO" WIDE NOTE: ICI y." 1. FASTEN RAIL TO WALL -y CONC. HANDRAIL CURB PROVIDE PROTECTION FOR DISSIMILAR S-7 BRACKET PER MFR. I!' WHEN INDICATED ON R^^ END OF RAIL RECOMMENDATIONS. --�f --~ THE DWGS. METALS & CONCRETE PER SPECS. 2. WALL FLANGE TO BE L Yex2 Tb" DIA. x 1V" n ' - MOUNTED TO WALL G HINGE PLAN STUD W/ lh" THREAD " -s 2N H DIA. SST WEDGE Ye" THICK NYLON HANDRAIL POST ANCHORAGE Owl! STAIR STRINGER SEEBRACKET, ANCHORS 7YP ie WASHER NTS NOTE �(6 SEE SPECS. PROVIDE PROTECTION FOR DISSIMILAR ELEVATION w y RAIL TERMIN/1L HINGE ELEVATION METALS & CONC. PER SPECS. - THREE—RAIL HANDRAIL TYPE .,B" HANDRAIL POST ANCHORAGE a$ = NTS € E 0 AS REO'D TO SATISFY m m o sf ALL NAT'L, STATE & LOCAL STANDARDS ALUMINUM 3 d d x a o REGULATIONS.T & CODE PIPE RAIL t HANDRAIL REQUIREMENTS, CONN. AS INCLUDING OSHA SPECIFIED POST i C- Q iIOPE ONE TREAD HANDRAIL Z WIDTH PAST LAST J Ir I•_0• Xe POST E P. TNTCLR Q RISER '� EXP. JOINT IN _ `PIPE RAIL. L CATION OF I I I _ TOE BOARD Z HANDRAIL WHEN C T CONN AS I-� TOP RISER TOE BOARD O NO LANDING REO'D. �' 1L SPECIFIED _ _ NE EXP. PLATES Z F- Y,e" EXP. w AT TOP, FLATTEN PLATE II OFFSET ADJUSTABLE - SECURE TO CONC. W/ i -�I T w TTT & CONT. V-0" III w STAIR FITTING AS Wx2W SST WEDGE MIN. PAST TOP - -�-- I A. SPECIFIED ANCHOR, TO CMU W/ RISER --- ¢ O i BosOwASHERI ON PLAN II v, S WALL BRACKETS AS WALKWAY f u g EQI. SP6. I 3" z SPECIFIED, ATTACH SURFACE ---0" MAX g o OPPOSITE SLUE & TO _ z TO RAILS AS RECOM- TOP OF ALUMINUM • 5'-0 . _ a STUD WALL W/ W x3" MENDED BY MFR. CONCRETE HANDRAIL cn LAG SCREW INTO SOLID WALKWAY Y." SST RHMS & ELASTIC �- J ID" BLOCKING WALL POST LOCKUSE NYLON Z o ____ SIDE MOUNTED SIDE SS SS WASHER UNDERBOTH Q z C -----, HANDRAIL BRACKET, WASHER & ELASTIC L.I METAL OR CONCRETE I HEAD & NUT, TIGHTEN TO d C-0 STAIRWAY, SEE DWCS. AS SPECIFIED ',$ TOE BOARD LOCK OR RIGID TIGHTEN CONN. TO ALLOW SOME 0 ZONTAL ~ ry = SECTION MOVEMENT OF TOE BOARD w Er -' LOCATE POST AT EACH END OF yyALL HANDRAIL EXPANSION m LANDING TO PROVIDE SMOOTH 4-SST CONCRETE �PLATE WITH TEMPERATURE CHANGE> f p -� TRANSITION TO 42" HANDRAIL NTS ANCHORS AS WALKWAY ELEVATION-TOE BOARD Q Z _ SPECIFIED SIDE �., , w la- -' TOE BOAR EXPANSION PLATE CONNECTION cr (n I SEE TYPE "B" HANDRAIL POST NOTES' NOTES _ 4� ANCHORAGE 1, PROVIDE PROTECTION FOR DISSIMILAR HERE BOLTED BASE PLATE EXTEND`, w ems° METAL AND CONC. PER SPECS. ABOVE WALKWAY SURFACE, NOTCH NOTE: 2. USE SIDE MOUNTED HANDRAIL BRACKET ELEVATION NO EXP. PLATE 4-VYe"C,ATTACH USING TOE BOARD TO FIT AROUND BASE o SEE TYP. HANDRAI AS A TEMPLATE FOR THE ANCHOR BOLTS. THIS POST <-✓" SST RHMS, NYLON PLATE WITH MAX. OF W GAP. w a DETAIL WASHERS & ELASTIC LOCKMOU r- 0 3- MAINTAIN THE CLEARANCES BETWEEN NUTS 2 WALKWAY SIDEOF HANDRAIL. ON THE TOE BOARD & THE CONCRETE Q SURFACES REQUIRED BY ALL STATE TYPE 'C PLAN-TOE BOARD 3. RHMS - ROUND HEAD MACHINE Z & FEDERAL SAFETY REQUIREMENTS. SCREW AS SPECIFIED, SST. Q THREE—RAIL STAIR HANDRAIL INSIDE CORNER u NTS w (OUTSIDE CORNER SIMILAR) Iv HANDRAIL POST ANCHORAGE HANDRAIL TOE BOARD 1 NTS NTS PROJECT No 0 01,7041 n SHEET NUMBER a 56 DRAWING NUMBER HANDRAIL DETAILS 5d 8_D_5 INSTRUMENT IDENTIFICATION EQUIPMENT NUMBERS mg� INSTRUMENT SOCIETY OF AMERICA TABLE _ XXX-Yrr-zzm= w FIRST LETTER S SUCCEEDING LETTERS 10 TYPES PROCESS OR MODIFIER READOUT OR ASSOCIATED AR ((KT-,\ GROUP DESIGNATION T Joy o LINE SYMBOLS ID INITATING VARIABLE PASSIVE FL04CT04 OUTPUT FUNCTION! MfY11FIER DEVICES X SLUDGE mANKET EEVEI TR96MMR AND INDICATOR XXII UII`YY DISSOIVEO OXYGEN TRANSMITTER AND INDICATOR EQUIPMENT/PROCESS DESIGNATION - aW�� o _ 8. A ANAYSIS T ALARM 01 ^^^"��::��' _ NUMERICAL DESIGNATION ��¢ i PROCESS LINES B BURNER,COMDI15TgN CLOSE-STOP-DECREASE DO XX�ri SLUDGE BLANKET EEV I ELEMENT X p + UI550LVFD OXYGEN EI EMFNi v� MAJOR PROCESS MAKXR EXISTING PROCESS C CONDUCIMTY CLOSE CONTROL OR CONTROIEER OI/AO � ' s MINOR PROCESS MINOR EXISTING PROCESS D DENSITY' DIFFERENT& OPEN-START-INCREASE DO LIT AEI E VOLTAGE snom NswrY HEMENT X lX LFYTI TRANSMITTER AND INDICATOR X FNI PH AND TEMP iRANSMIHER AND INDICAIOF F FLOW PATE RATIO FRACTION ENE DI J INSTRUMENTATION I INES H HAND GLASS VEWING OENCE X LEVEL ELEMENT � PH AND ITMP ELEMENT I1-LNG MAN N+FAM Nw DI %%-H ri d /� 1 CURRENT ELEL'TRICIE INDICATE A ��,S�H,,J !T'�\ E m�"Tn o PNEUMATIC J POWER SCAN DO/Al %% YY HIGH LEVEL SWITCH %,.,„E„ 1EMPEHAIUHE[LFMTNT Z PARALLELING LINES(PARENTHETICAL ""CC�ll Lllyyy (e)I NUMBER INDICATES THE NUMBER OF HYDRWLIC K TIME,TIME SCHEDULE ME RATE OF C conTRa STATION DO/AO SIGNALS REPRESENTED) CAPILLARY L LEVEL LIGHT -WF M I LL-�'IpN X � LOW LEVEL SWITCH X nl TEMPERATURE ELEMENT TIRMSMIFIER AND INDICATOR GROUP DESIGNATION P� .� -------DISCRETE SKIAAE M NOTION MOMENTARY OPEN OR OPERATE MIDDLE,INTERMEDIATE (ON,OFF,CTC.) N MOISTURE START PI D IIWI =HW)WORKS r' CONNECTING LINES - -PF---PULSE FREQUENCY 0 UNCLASSIFU PRESSURE GAUGE IENPERAIURE CNICF PIN=PRIMARY CLARIFIERS m p1EN OWED.F[51 rtcticluN STOP DVFALOAD % % N BIN=PRIMARYBIORIAC ORS CLARIFIERS -_PO_-- PULSE DURATION P PRESSURE,VACUUM PNELWAUq GIB=GRAVITY THIKENER BUILDING k' ----0---- DOTAL Q QUANTITY INTEGRATE.TOTNTZE INTEGRATE OR TOTALIZE % RR HON-CpHHECnKK; XX�YY PRESSURE SWITCH PRESSURE ELEMENT TRANSMITTER AND INDICATOR SPS=SECONDARY'PUMP SIAIKRI -I- R RADIATION RECORD XX-PIT YY SEC=SECONDARY CLARIFIERS LINES --A----ANALOG S SPEED,FREQUENCY,SOLEROID SAFETY SWITCH OR S417Y L51 LIFT S1=0 t VALVES T TEMPERATURE TRANSMIT Fli YY FLOW RANSMR ER AND INDICATOR %X_N ri TRIFLE POSITION IIUCAI-OFF-REMOTE SWITCH Ell-LIFl STATION 2 A! TORQUE LST=LIFT STATION 3 U MULIIVARMM + MULTIFUNCTION + MULTIFUNCTION E MULTIFUNCTION + DI �\ �TS� DIG-FLOTATION I, .1. FI OW CLFMF.Ni ,L...L., TEMPERATURE SWRP.N IMF=FLOTATION THICKENER o -D4- DIGESTERS GATE ® MUD X F X"'L'�" 06=CHLORINATION AND S02 SYSTEM a V VIBRATION,MECHAINCAI ANALYSIS VALVE,DAMPER.LOUVER �- a -{�- DIAPHRAGM W WEIGHT,FORCL_TORQUE WILL �� IE BE=MAINTENANCE BUILDING BALE �- FINCH X ON OFF %-A%IS UNCJASSFED A UNCLASSIFIED + UNCLASSIFIED + DI DO X^'1.`E,1YY GAS SENSOR X% YY MOTOR CURRENT SENSOR RlA=BLOWERS PLUG SEAT PORT Y EVENT,STATE OR PRESENCE Y-A%6 RELAY,COMPUTE.CONVERT a jTIC PLUG -or*-- FLOAT 1 PDSmON,ONIENSION 1-AX5 oxni.ACIFr1Mt MUAssfm X k Y,T, PRESSURE SWITCH ��F- SWING(:NFCN -� BACKFLOW'PREVENTER �IIL �Dn[Nr z -VH- BUTTERLY STAR -9T*- HAND (N)WHEN USED,EXPLANATION 15 SHOWN ADJACENT TO - DOCK AND.E INSTRUMENT SYMBOL SEE ABBRfviATIOW.AND LETTER SYMBOLS. EQUIPMENT/PROCESS DESIGNATION G�' �— RUPTURE DISK ARSE TARED-WAY PLUG CBA CO BUBBLE AERATORS CRL _CRANE LIFT DEVICE BAY _ _BALL VALVE FBA_ FINE III BBLE AERATORS _ HOL HOIST LIFT DEVICE BFV BUTTERFLY VALVE PRESSURE RELIEF GENERAL SYMBOLS CAB CENTT71NGAL AIR BLOWER BRM BIOREACTOR MIXER CKV CHECK VALVE FOUR-WAY PLUG GENERAL NOTf.S PDB_ POSIfNE D6PlACE_MENT AIR BLOWER BHP BIOFlLTER HUMIDIFICATION PUMP DIV DIAPHRAGM VALVE S SWpFL )A/15-1-TO T NOI0.1X1N ON GROUP 15 DRAWING AIC AWR COMPRESSOR CMP CHEMICAL_METERING PUMP DTV DRIP TRAP THIS IS A SIANLUAD LEGEND,THEREFORE,NOT All OF E REFERFNCING PROCESS OR OTHER DRAWING - - - - € S �- DOUBLE IXXJR DECK 4 MR AND/OR VACUUM flELIEf THIS INFORMATION MAY BE USED ON THIS PROJECT. WHERE INSTRUMENT IS ItXAIEU GAT GALS COMPRESSOR DPP DIGESTER RECIRCULATION PUMP GTV GLOBE VALVE -- - BILL CHECK _REGULATED SIDE 2.SET FLICTWAi IEGENU FOR CONTROL[)WPM LEGEND, YEF VENTILATION IXHAUST FAN Ew EERMENTER E AT R PUMP PUMP CN MUD VGATE ALVE PRESSURE CONTROL NOTAT PROCESS�GIC1HCT DING 5 DRAT MINI fly PCIROIING YSF VENTIlGATE SUPPLY FAN_ EWP EIRANTION WATER PUMP - MDV MUD VALVE NEEDLE FLG FLAP GATE kF�� FERMENTER SUPERNATANT PLUMP PIN PRESSURE CONTROL VALVE _ @ TELESCOPING SDG SLIDE GATE INFLUENT PUMP PLV PLUG VALVESLG SLUICE GATE MIXED LIQUOR RECYCLE PUMP PRV _PRESSURE RELIEF VALVEGATES AND VALVE ACTUATORS PRIMARY ELEMENTS/METERS srs ��c�TE EK21WI7Y EFTwENT PUMMP sov DOOR CD VALVTROL BEL SLUDGE BLANKET LEVEL CEMENT RETURN ACTIVATED SLUDGE PUMP OCXODOR CONTROL SYSTEM ' ^DU DISSOLVED OXYGEN ELEMENT SCUM PUMP ACZ hIR CIULBER Oi t}FEE FLOW ELEMENT SLUDGE PLUMP ADZ AIR DRYER P 1 v AGATE SYMBOLS PLATEORIFICE PROPELLER OR TM THERMAL MASS HE —PH+TEMP ELEMENT SUMP PUMP BCz BEET CONVEYOR - �� TURBINE ED _ LEVEL ELEMENT WSP WASTE ACTIVATED SLUDGE PUMP BFZ BET FILTER PRESS Q 11 SI DICE �� FABRICATED 5110E TEI TEMPERATURE ELEMENT _ _CLA CLARIFIER RAKE GZ _ CHEMICAL INJECTOR [ BUTTERFLY — SHEAR - - VENTURI [DII EI BEARING VIBRATION ELEMENT _ SMS SCUM SKIMMER _ CTZ CONDENSATE TRAP IT OW TUBE T _ SLUDGE BLANKET EM TRANSMITTER AND INDICATOR NT AIR RECEIVER TANK FTZ FLAME TRAP OF MBE QUICK CHANGE el FLAP CoJ STOP LOGS �j , r � DSSOIVED O)IYGEN TRWSMITTER AND INDICA70R BTT BIOFtFACTOR NU, 1 TANK CRZ GRINDER lT FLOW TRANSMITTER AND INDkCTOR 92f BIOREACTOR NO.2 TANK SCZ SCREW CONVEYOR _ _ACTUATOR SYMBOLS T FLUMI' RLSIRCTIFN I '-C � ORII ICE I PH+TEMP TRANSMITTER AND WNDICATOR B3f BORL CTOR NO.3 TANK FCV CONTROL VALVE m rn oP 1 PNEUMATIC I r PNEUMATIC WITHE LEVEL TRANSMITTERAND INDICATOR BA7 BIOREACTOR NO,A TANK CON CONVEYOR ° o d,yo XX W/POSITXRNER `E" XX VOUME ROOSTER AVIRAyNG PROT A PRESSURE INDICATOR CLT CLARIFIER TANK GEED GRINDERMI POWER MONITOR CST CHEMICAL STORAGE TANK TOM HIGH TORQUE SWITCH a o 0 pxPNFUMAx n 50LENDO WEIR I— ORRICE PSI _ PRESSURE SWITCH BIT _DIGESTER TREK CUR CLARIFIER % W/SOLENOID Y LI 19 TEMPERATURE SWITCH _ _ _ Fill FEAMENTER TANK 5WP SCREW PUMP __ Q SIRNGHIENINf. RI _TEMPERATURE ELEMENT,TRANSMITTER AND INDICATOR SST _SLUDGE STORAGE TANK MIX MIXER Q 4 ELECTRIC MANUAL i}— MGMfhR VANES VSI BEARING VIBRATION SWITCH ACV AR FKE/SEJVACULN RELEASE VALVE SMP SAMPLE PUMP ROTAMEIER l - ~ Y BDP BUILDING DRAIN PUMP _ ONE DFWATERNG PUMP TAC TURBINE AIR COMPRESSOR-BLOWER O UN FIECIHOIY7FRAdlI IC ® CONTROL PANES o LEVEL GNP GROUND WATER PUMP WSP WAS PUMP CARP COMPRESSOR �T p XX F� (BUBBLER TUBE) TSE THICKENED PRIMARY SLUDGE PUMPS PoL POLYMER SYSTEM RCP RECYCLE PUMP Z Z BOIL: UX DENSITY THC GRAVITY THICKENER W p LOSS Of NUCLEAR PR"wY POWER ULTRASONIC -0 OPTICAL m Z Y k% EYDRA14' (pNMIEUWTq EI ECTRIM .0 IEVEL -U ULTRASONIC > a OR HYIMAU(IC) _ FLOAT LEVEL O XX:FO=FALL N FC=FAIL CLOSED m PRESSURE d 0 FLP=FAIL TO EAST POSITION I I— (mil) J I I F— ULTRA;ONF: w I W TRANSDUCERI LEA(TEANs—) w HYDROSIATE: Z J INTERFACE SYMBOLS a i MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS EQUIPMENT DESIGNATION d o EX EXISTING ~ Q r EIR EXISTING TO BE REPLACED w Z i �I� NOTE:XX: N FURORE EQUIPMENT L,J AS ADJUSTABLE SPEED SIGHT CLASS 120Y--� 120 VDLi,fi0 HI IYWITR V REDIM.FR AXE— X%SUPPLY PRESSURE CS-1 CONSTANT SPED SINGLE SPEED) a 48OV_ IN PSIG r CS-2 CONSTANT SPEED(TWO SPEED) � DIAPHRAGM SEA '` XBO VOLI,@ HI POWER BISI(El STRAINER �}� PLC 1/0 DESIGNATION I— N T SIGHT GLASS �L t 1 CE.NTRIFUDRY )GAI.PUMP ��- PROGRESSIVE CAW1Y PUMP Z s =PROCESS INTERFACE I�� %ONO FIANCE -�--L ANNULAR DAPHRA M SEAL ZSKX ( PU .xx ANAL(X;INPUT 1+J FILTER/ r O Y REcuw7DB/ e C =SOHAJ_INTERFACE AR GAP Y STRAINER GAUGE SET CENIIRIFUGAL WET PIT SUBMERSIBLE SUMP PUMP Q E (XLNN �' PUMP PAR PUMP X% . ANALOG OUTPUT W Q V — ® INLET OILIER/ VENT TO ATMOSPHERE RUPTURE DISK SILENCER Y U ~ N n COMPRESSOR(CENTPoFUGAE), Q DIGITAL INPUT Ln U1 WATER SURTACI: —I CHEMICAL FEFO PUMP BLOWER OR 1JRBINE Q W i A OR a �NTERFACf IETIFA - FI ANTE ARRESTER LL1--11tXX %% AERATOR l TANK INSULATION XX ��-+ 0 DIGITAL OUTPUT 3 Q --r PIG INSERT POINT kp PURGE SET T MWLMI DRIP TRAP } / COMIER SOR(PISIOV 2 ix 0- R =DESIGNAION DRAWING NO X=W WATER '-1T1-' L� ) �7 L'1 A=AIR GEAR PUMP OR BLOWER DIE X INDUSTRIAL BUS(OEVICENET,MODBUS) N ®—i OR ® PIG CATCH FONT � (POSITIVE DSPLACEMENI) L1 O PLUM, HOSE CONNCCTIDN '�/ EXISTING EQUIPMENI m � XX S -SOURCE DRAWING AK) F e RUSHING CUNNCCODN iI AUTOMATIC DRIP TRAP I ELECTOR (� RECEPTACLE IX1 MIXER ,^.`OBI 3 PIfE —{�kX PISTON PUMP t# INDCAIFS LIENS IN EQUIPMENT PA:M(:E PRUO�E 0`0_ r 4 ❑M ELECTRIC MOTOR --HOSE AUN'IUR -—N PROCESS OR SIGNAL LINE N �+ _ CP M MIXED 11011(M PUMP SHEET HUMBLER O ;,S?---r SEA WATER SET -.....� FLEX NOS[ CONIINWIITXV N=1,2,3,ETC. A SELF CONTAINED (AIIBAATION B i a--yN AR SUPPLY PI (/� PRESSURE GAUGE - COLUMN LIl DRAWING NUMBER LOESS FACE T0 OR IOERN FROM r m HALO ANTENNA PAMMIEWfAI%NN �%AIR T XX pAPNRA(,EI PUMP ® ROTARY LICE L'UMI' I LYJ XX 1-G-6 m06 3 074 U WQ V. UU > H68 2< fIL 1 i z IL of}2�`k H DY N C Q O r I—n Z i mUM O PL Yex3xREO'D TREAD Y' ALE-�',; SAME METAL FLOOR PP` AS STRINGER FOR STAIR ,c m NOTES: WIDTH, SEE y�e /' I / 1.FOR MATERIALS USED FOR / PLANS Ln / STAIRWAY, SEE PLANS AND � I I" RUN 11�'i / o� OR SPECS. USE STRINGERS .3 I �) BEARING BARS y1e FOR STEEL STRINGERS AND 1•YP / y�e p• / STAIRWAY f / STRINGERS FOR ALUMINUM / / I /� WIDTH kUMINUTHREAD STEEL i 0 a STRINGERS. /0 / I // /// THREAD THREAD 2'- OR LESS 1 xY,e Yi KYis 2.STAIR HANDRAIL NOT / // PL ylz3xVARIES / r 2'-9 OR LESS 1Y xV,s 1 xY,e k�T / YI %"DIA. BOLT, 7YP. S SHOWN / // 3'-3 OR LESS 1 V2 xlte 1 Y. xY,e PL hx6xRE0'D / & / STRINGER SIZE AS 1't GROUT 4'- OR LESS 1Y. KYIe 1Yz xY,e SAME METAL SUPPORT N / NOTED EXCEPT I PL YexSYx LENGTH 0// WHERE INDICATED J // VARIES Wt SLOPE, AS STRINGER RISER,_, // / OTHERWISE SLOT 'Y,e x2W T MAX / / If HOLES ALONG /-3" CLR FROM—, STAIR STRINGER / TREADS AS SPECIFIED IJ LJ L�1 STAIRWAY AXIS ANY OBJECT / SAME METAL AS STRINGERS 2 - %' x 4" SST TREAD ((AS SPECIFIED L. _ I5" ANCHOR BOLTS �� SAME METAL As � TO METAL FRAMING TREAD MANUFACTURER TO NOTES: - STRINGERS / VERIFY HOLE LOCATION FOR 1.USE BASE PL OF SAME METAL AS STRINGER. i =' BOLTED CONNECTIONS ?W z / 2.PROVIDE PROTECTION FOR DISSIMILAR METALS STRINGER, SEE �A AND CONCRETE AS SPECIFIED. STAIR DETAIL RUN USE L3x3xY4"x7" W $N4 � ry 3.STAIR HANDRAIL N07 SHOWN, I 3'-0" UNLESS _Iq'=-+ %' BOLTS OR WELD TO OTHERWISE NOTED SEA STRINGER ON PLANS Y16 TOP OF GRATING OR CONC *JSTAI'R AIL STAIR DETAIL STAIR BOTTOM CONNECTION SSTAIR TREADS , \%" 4" ANCHOR BOLTSPl Ybx6xREq'DSAME METAL AS STRINGER 4 NOTE: D HANDRAIL NOT SHOWN NOTES, TO CONCRETE 1. FOR ALUMINUM STAIRS. USE SST BOLTS h SST ANCHOR BOLTS. No STAIR TOP CONNECTION a W NTS ADDENDUM No. 1 , REVISED STAIR DETAILS 5100 a z a z 0 N TOP RAIL SEE NOTE 4 ~ Z BOLTS w W/ PL w D 1,tx2x4' O 2-1)" x 00 Ye" BOLTS W/ POST ++ 10 PL INx2x4" • SEE MIDDLE DIMENSION IN INCHES o � Q 35 z NOTE 3 RAIL RACK TYPE A B C D E F G H I a Q v TYPE A-Y4' & 1' HOSE 10-Yz 9 9 18 3 6 7-Y2 9-YK 1-Yz Y BOLT LOC• SIDEWALK HANDRAIL POST o 4 1 -0" TYPE B-1 YM" HOSE 14 12 12 24 4 8 10 13 2 Z _ OF MTG. RADIUS H HOLES, WALL _ MOUNTED 12 ao MOUNT TYP, F- Z CAP PL Ax2x4' NOTES: Q Q IT WALL MOUNTED SEE NOTE 4 I. INTERIOR UNITS SHALL BE FABRICATED FROM Yie" 6061-T6 ALUMINUM ~ PLAN-POST MOUNT ALLOY PLATE. 0 2, EXTERIOR UNITS SHALL BE FABRICATED FROM Y,e' 6061-T6 ALUMINUM s Ii1 ALLOY PLATE. 3. ATTACH TO CONCRETE WALL WITH (4) Y- STAINLESS STEEL STUD Q o / TYPE WEDGE ANCHORS. a w �PL Y1�2x4"W BOLT LOCATION 4. ATTACH TO VERTICAL HANDRAIL OR INDIVIDUAL POST WITH PLATES VT o AND (4)-W STAINLESS STEEL BOLTS. Q MTG, HOLES FOR L I 3 I POST MOUNT, 5. ATTACH TO STEEL COLUMN WITH (4)-Ya" ROUND HEAD BOLTS, ONE IN 2 o z TIP, FOR 4 EACH CORNER, INSERT DOUBLE SPACER NUTS BETWEEN COLUMN AND m HOSE RACK. w i STANCHION M a 2' DIA. SCHED. N v 40 PIPE, HOT 0 STANCHION MOUNTED DIP GALV. PROJECT NO 01170e1 h ADDENDUM No. 1 SHEET NUMBER Z SEE 52516.FOR NOTES HOSE RACK DETAILS 5251 A `-D Sa HOSE RACK NOTES 5251 B DRAWING 7NUMBEP NTS SECTION 3� TO JUNCTION BOX, PROVIDE MIN. OF 2'-U' w�c 1; "/—OFA SWITCHGABCTUAT ON LjLOW FOR ADJUSTMENT >rZo L2x2x Vix0-5 ro ' ' '` aoi�„ o� SST MOUNTING BRACKET, SECURE TO WALL yymu 14- WITH 2-Y:xO'-5 SST BOLTS AND > J��o V 20 — I— SST CONC. ANCHORS, TYP. s� 7Vl ��,� IFr��`�\\Ir Ir�I��\InI-t;p U IJ V U ll V�� --- 1' SCHED. a0 `! .,..833h��` - fir—((— a I I(I� ,�I I SST PIPE Z , o ORANGE RED ��J WHITE ' �� ll `''�11, �J �`t Y. �>w� i BLACK OR MESSAGE HERE .a -�� o YELLOW — BLACK I LEVEL PLAN of PLANi�, SEE SPECIFICATIONS BLACKV---OR MESSAGE HERE FOR MESSAGE HE E - - - Ye" SST BOLTS SEE SPECIFICATIONS SEE SPECIFICATIONS \\ `-CABLE + z CLAMP m ACTUATION LEVEL AS o NOTED OR SHOWN .I STEEL TANK WALL ELEVATION SIGN DETAIL —1 SIGN DETAIL 10135 SIGN DETAIL 10136 NTS NTS 2 NTS NOTES STEEL TANK u 1. + DENOTES ITEMS FURNISHED BY INSTALLATION _ SWITCH MFR. 2. THIS IS A STANDARD DETAIL, 0 THEREFORE BOTH INSTALLATIONS y PRESSURE MAY NOT BE USED. I ICATORi 1" ANNULAR SEAL TYPICAL FLOAT TYPE LEVEL SWITCH INSTALLATION 13305 PROCESS LINE tKx'V,: SST FOR PIPE SIZES I" & SMALLER {{� UNISTRUT SECURE TO WALL O W 8 g LL I 5'-0" MAX. SPACING JV3 NG PLUG W/ 2-Y2"x0'-5" SST 1' SST PIPE CONC. ANCHORS Qi w 1 e SST BOLTS & WASHERS, VALVE, r--�$6 y A Y+" SST TYP. EA. BRACKET y g3s PIPE STRAP — i ULAR SEALSEC 1-10 LEVEL — �- PRESSURE INDICATOR WITH U SST RE TO WALL R. ELEMENT _ _ _ __ 1' PIPE, FOR MAT. OR SWITCH - ANCHORS AS \\ NN. Dw SEE 13XIOPTRPI��E SPECIFIED 1" CONN. & OMITBOW REO'D. FORISOLATION VALVERIZ. PROCESS LINES NOTED � g` o PROCESS LINE FOR PIPE SIZES GREATER THAN 1" ULTRASONIC LEVEL INSTRUMENT z MOUNTING — CONCRETE BASIN 10 PRESSURE ELEMENT 13405 Z NTS INSTALLATION W/ ANNULAR SEAL FLOOR SLAB NTS ~ Z w w Y+' V- Yi GALVS. ON STL. �Y+ V �7 WALL MOUNTED SCREWED TEE W/ f S Yi GALVS. Yi TAP, DOUBLE & Y. SST ON SST — BUSHING SAME INSTRUMENT INSTALLATION 13480 N / STRAP SADDLE MAT. AS PIPE NTS Z Q J w o zz EAT — n �' W K FT p CEMENT LINED STEEL PIPE STEEL & SST PIPE 3Y2" & SMALLER W CAST IRON & DUCTILE IRON PIPE In V+" SCHED. 80 Yl V-330 OR V-}}5 -Y: V-335 Yi V-307 w m Yi V-300 CPVC ON CPVC, H SOLVENT WELD Yi SCHED. CPVC COMPANION y," GALVS. ON STL Yi SCHED. 80 REDUCING TEE W/ BO CPVC Y: HALF COUPLING �? _o Yi GALVS. PVC ON PVC FLANGE & Y." SST ON SST SAME MAT. AS PIPE w ANNULAR DIAPHRAGM SOLVENT WELD X a SEAL UNIT FEMALE NPT BUSHING N o I a _ a c (—_ - T n i O m o Yu GLASS LINED CAST IRON PIPE PVC & CPVC PIPE FRP PIPE STEEL & SST PIPE 4" & LARGER PROJECT ND 0417041 SHEET NUMBER PRESSURE CONNECTION PRESSURE CONNECTION 6" INSTALLATION DETAILS 13410 INSTALLATION DETAILS 1 341 1 DRAWING NVMBEF NTS NTS 8— — T mod y�ZW� l Mo c y z ol 5 NOTE: DUCTILE IRON PIPE BASE ALSO USE FOR - BEND. TEE. ETC. SUPPORT OF HORIZONTAL _- 1Ys"x1Ys", 12 GA TEE OR CROSS. CONCRETE WALL UNISTRUT, B-UNE, OR OR GROUTED CELL - EQUAL CHANNEL MOUNTED SST NUTS d1 IN CMU WALLS I S ST CONC WALL ORo STUD TYPE EXPANSION 2 STEEL COLUMN - BASEWEDGE ANCHORS SPACER BLOCK AS REQ'D. NOTE I.USE NEOPRENE - _ N PIPE SIZE 4" MAX. FOR VERTICAL PIPES, SLEEVE ON 4" SCH 40 STEEL PIPE 7 MAX. FOR HORIZONTAL PIPES. COPPER AND PVC NUTS d BOLTS�/ PAINT SAME E AS PIPING o. yy �-PIPE STRAPS, ttP AS REO'D. _ PIPING AT STRAPS w1 2 SEE �'% AND BRACKETS. 2.PAINT W/ SYSTEM _ --PL THICKNESS - Ys OF N0. 5, DIP COATED BASE THICKNESS ii2E*SHORT CUP OR USE SST. a, GRINNELL FIG. 262. - ELCEN FIG. 43 -1" MIN. NON-SHRINK OR EQUAL 4-i!" SST ANCHOR-/ GROUT AS REO'D. wHn i -CONCRETE ANCHORS, TYP BOLTS OR STUD o1 USE SST UNLESS NOTED TYPE EXPANSION I�4= OTHERWISE. SIZE AND OR NQI' BY LOADING. REO'D. BY BASEBEND ORTEE- USE SST HARDWARE NUMBER AS REQUIRED !� S� s . WHERE NOTED ON DRAWINGS. 8 PIPE SUPPORT 15500 ) STACKED PIPE WALL SYSTEM 15525 NTS "'S BASE BEND DETAIL 15508 NTS � dg �:I-jq 00 ado P £LL a h � O Ym 'Ix O o o a z DIMENSION TABLE r PIPE Z A SIZE B C 4" 3" 4-Yls' 9" 5" S 4-'Vie 9" f w 6" 3' 5-VC 9" 4" THRU 36" PIPE. 8" 3" 6-1Y1:' 9" UNISTRUT, KIN-LINE OR _ o c w WRAP PLASTIC PIPE W/ lo" 3' 6-vi 9" EQUAL CHANNEL BRACKET Y1e V."xi" NEOPRENE SHEET. 17 3" 8-1Y�e 9" 4ib" TYP d FOR CONC. APPLICATIONS, USE UNIVERSAL [Y 12" 4" 10-'Y1" 11' CONC. INSERT OR UNISTRUT CHANNEL. 14" 4' 12-Ys" 11' I FOR STEEL BEAM APPLICATION, USE BEAM J CLAMPS. SEE 15556 m lg' 4' 13-W 1T" PIPE CLAMP FOR EXISTING CONC. ROOFS, BOLT SINGLE PIPE I-p4x3'-O" SUPPORT FLANGE TO ROOF WITH SST J w m GRINNELL FIG. 259 2(Y fi" 15-a11 13-YY" ALL RECOMMENDED E31' HANGER MANUFACTURER p o FOR 4'-17, OR I ~% o EPDXY ADHESIVE ANCHORS AS B-UNE FIG. B, OIR 27 6" 16-Ys" 13-Ye" A 24' 6" 17-�Yu 13-Y2" EXTERIOR Z z FOR 14"-36" Cl _ : � I >w H p PIPE STANCHION 26' 6" 19-W 13-V2" WALLS N NOTE.. z cr a' SADDLE 30" Ii' 21-Y�a 13-Y2" I Q TOTAL LOADING C. ROD SIZED FOR LOAD p PAINT SAME AS PIPINGLIATTACH TD. PIPE FLANGE 37 6" 22-Y2' 13-Y2" CONCRETE I 'C INSERT OR OON EACH THER Q 36' B' 24-Y2" 16" ANCHORS, _ w AND SPACING ly ZQ TO CONC. Typ ---_ I 'S o TYPE HANGERI GRINNELL FIG. 260 OR SST CONC. ANCHORS ` ROD ANCHOR / NOTES: a a ELCEN FIG. 12 GALV. 1 Y2" GROUT I PROVIDE HALF ROUND RIGID 1" MIN NON- - -- ��-� I^ SHALL NOT o CLEYIS, PAINTED SAME EXCEED MFR.'S wOf INSULATION AND INSULATION SHRINK GROUT AS PIPING :I C I. PROTECTION SHIELD, SIMILAR a� Y-. '--FINISHED RECOMMENDED ro TO RI FIG. FIGURE WHERE167 R CONCRETE LOADINGS. v� - 3 4 PIPING IS INSULATED 0 2 PROVIDE NEOPRENE WAFFLE ~ a ISOLATION PAD, SIMILAR TO I,MAXIMUM PIPE SIZE TO BE SUPPORTED WITH TWO OR MORE PIPES — 1" MASON TYPE 'W' OR KORFUND THIS PIPE SUPPORT IS 4 . Q 4 KORPAD 40. UNDER SUPPORT FOOT 2.LENGTH IS DEPENDENT ON PIPE SPACING �� Z WHEN PIPING IS ISOLATED OR AND DISTANCE OF PIPE FROM BASE. 4" THRU 18` PIPE FOR INSULATED PIPES. USE Q 2 SUPPORT IS ADJACENT TO GRINNELL FIG. 167 OR ELCEN � MECHANICAL EQUIPMENT. 3.USE lh'x2-7/16" 12 GA. CHANNEL MIN. FIG. 219 INSULATION w o FOR BASE, HEIGHT AND FLANGE FOR SINGLE PIPE OR USE tri'x3Y,, 12 GA PROTECTION SHIELD. N DIMENSIONS SEE TABLE. CHANNEL. MIN FOR TWO OR MORE PIPES. O m PRWECT NO. PIPE HANGER 15550 u PIPE SUPPORT 5 510 NTS SHEV NUMBER fT o NTS PIPE SUPPORT 15528 64 DRAWING NUMBER NTS O. z 8-D-8 0 aW^= o > E18g < -AS REO'D. FOR PIPE Za j AS REO'U FOR PIPE- INSTAIIATION, 9" MIN INSTALLATION, 9" MIN. OR FI USH WITH WAI.I SCHEDULE ' LJ r f}�� " WHERE SHOWN ON FLANGE L LI 1; TIE R _�)D ILL- L DRAWINGS TIE ROD DIA. �8 Y4 7/e 1 1 YB 1 V4 1 Y2 i Ya 2 1 1/4 2Y4 o=a RUBBER CASKETED MECHANICAL tPIPE W LL OR BOLT SIZE off+ a --��--- BY FLANGED DI WALENDS AS ILE IEP RING 7 SHOWN ON DI PIPE I =-L1 MAOEf.�I;otU, DIA. G OR F Y4 /e 1 1Y8 1Y4 1Y8 1�'e 2 2Y4 2Y2 3PLANS. TYP. ( RADIUS D OR F 7/8 1 1 Ve 1 Y4 1 Y8 1 V2 1 Y4 2 1 Y4 2Y8 2 V2 DUCTILE IRON WALL PIPE TEST PRESSURE (PSI) 25 50 100 150 225 375 SEEP INGPIPE MIN. PLATE TIE RODSEEf66101 9' UNLESS SHOWN MIN. NUMBER REQUIRED ILEX. CPLG. EARTOTHERWISE ON PLANS DIA. THICKNESS DIA, COAT h LINE PIPE W/ SPECIFIED NOTE: 3 V2 va 2 2 2 2 2 2 10 PAINT AND/OR CEMENT SYSTEMS COAT & LINE WALL PIPL W/ INTERIOR SIDE PRIOR TO CONIC. PLACEMENT, SPECIFIED PAINT AND/OR CEMENT 4 Y2 _Y8 2 2 2 2 2 3 DO NOT ALLOW PIPE OR SYSTEMS PRIOR TO CONIC- PLACEMENT. SEEP RING TO CONTACT WALL c REINFORCING STEEL. 6 V8 -y8 2 2 2 2 3 3 DUCTILE IRON WALL PIPE 15600 WALL PIPE 15601 s VB Y4 2 2 2 2 3 4 Nrs NTS 10 7/8 7/8 2 2 2 2 3 4 2 12 7/8 1 2 2 2 2 3 5 e� 14 7/8 1V8 2 2 2 3 4 - WNRa HALVESSEEP RING ye TOGETHER 16 7/8 1 Ye 2 2 2 3 4 - R � Z C I 18 7/8 1 Y8 2 2 3 4 5 Z a 8 - W¢LL RING BOTTOMED STEEL SEEP DUCTILE IRON PIPE 7 - ✓: GALV. STEEL OR SST PIPE 2D /8 1 Ye 2 2 3 4 ti SLEEVE IN NEW WALLS OR IN GROOVE - y CORE.DRILL EXISTING CAST 22 Y8 1 V4 2 2 3 4 6 CONC. WALL. DIA. AS REO'D. - s3 BY SEAL MFR. 24 1 Ye 1 V4 2 2 3 4 6 V." FOR PIPE THRU 24 30 1 Ye 1 V2 2 2 3 5 7 Ya FOR PIP 30 & URGER - PASSING PIPE ENDS AS 36 1 Ye 1 Y4 2 2 3 5 7 n_�,�� SHOWN FOR n -COAT & LINE MODULAR MECHANICAL LINK SPECIFIC AS SPECIFIED 42 1 V8 1 Y4 2 3 4 8 - - SEAL ASSEMBLY W/ SST LOCATION BOLTS & NUTS, AS SPECIFIED 48 1 V8 1 Y4 2 3 5 8 - - � MACHINE CUT GROOVE DUCTILE IRON PIPE LUG PLATE SEE TABLE 10 PROVIDE PRESS GROOVE DEPTH Vic" FIT FOR SEEP RING MIN., MAX. a 5 m a NOTES: 1 DIA. E LUG PLATE a 1. DO NOT WELD SEEP STEEL SEEP RING TO PIPE RING BOTTOMED SILICONE SEALANT, Yi FILLET, RADIUS D 2 AS RECOMMENDED IN GROOVE DOW CORNING N0. 790, GE RADIUS B ROD z BY PIPE MFR_ SILPRUF, OR EQUAL. DIA. G BOL 7 q5 `c7 TYPE "A' WALL SPECIFIED PENETRATION SEAL DETAIL 15607 DUCTILE IRON PIPE SEEP RING 15610 RADIUS F t. o In 7 NTs NTs A RADIUS C uj ----- FLANGES �A-_ 0 "T" MINIMUM z FRONT VIEW SIDE VIEW c PIPE OU (IN] TIE ROD DIA (IN 1 LUG THICKNESS DIA (IN) N c 4 - 6 5/8 /2 8 - 12 5/8 1/2 �^ 14 - 18 5/8 7/8 a z 20 - 24 5/8 1 1/4 of O Z NOTE: NOTES: a 1. MAXIMUM PIPE PRESSURE - 50 PSI Z a 2 GRIND ALL EDGES SMOOTH - ve MAx- 1. ALL DIMENSIONS ARE IN INCHES. Q Q 2. DIMENSION "A" AS REQ'D. BY FLANGE SPECIFIED. tL v y11TYP 3. RADIUS "C."= Y2x (BOLT CIRCLE) +F. cr THRUST LUG 4. RADIUS "Y'= Y2x (FLANGE O.D.) +D +YB. c a, TIE ROD, SEE FLANGED 5. INSTALL TIE ROD ASSEMBLIES SUCH THAT ALL RODS W SCHEDULE - - - JOINT a ARE EQUALLY SPACED AROUND FLANGE. ON PIPING DUCTILE IRON 20" & LARGER, RODS MAY BE GROUPED IN PAIRS 3 L FLANGED JOINT - BUT GROUPS MUST BE EQUALLY SPACED AROUND FLANGE, THE TOTAL NUMBER OF THE RODS SHALL BE INCREASED ABOVE THAT TABULATED AS NECESSARY TO N MEET SPACING REQUIREMENTS. m PRWECT N0. DI PIP SECTIONS STEEL PIPE SHEET NUMBER �n r� ODRAWING NUMBER THRUST TIE FOR 15632 FLANGE LUG DETAIL 15634 8—D-9 FLEXIBLE COUPLING NTs 00 m;0� y�ZwK UV � 2J0� NO w aoN� NOTES: SEE PLANS FOR - 1. USE COPPER TUBE ADAPTERS LOCATION OF \\\ AND BUSHINGS AS REO'D. FOR SUPPLY LINE ALL CONNECTIONS TO PUMP. ,i" Vt" V-102 Y, SERVICE W o� WATER SUPPLY i Wry ¢� Vi" NEEDLE VALVE �� Vs" X (D+2") SQ. FOR 8" & -UNION SMALLER PIPE: Vz` X D SO, m=- SET REGULATOR- - STRAINER FOR 10" & LARGER PIPE. OUTLET PRESSURE PR AS RECOMMENDED \\ - SOLENOID- OLENO GRINNEL FIG. 212, E BY PUMP MFR. S VALVE FCV-X-X j-PRESSURE GAUGE E EQQUALUAL FIG. 2,PIPE CLAMP 'm Ye" LOW FLOW z SIGHT INDICATOR FOR 3 STUFFING BOX W/ -/' SIZEH W/P MP MFR)Y. (VERIN 45 FELT B. ASBESTOS PACKING OR SINGLE - - MECH SEAL AS � ' SEAL WATER HOSE 3 \ SPECIFIED - — --- -- �FEMALE COUPLING WALL 4 V. a c'I Wx8" SST ANCHOR ATTACH TO WALL 0 BOLTS-2 REO'D. �H WITH-4-Vi`x6" SST N BAR Vi x CLAMP WIDTH ANCHOR BOLTS. z -- Ye" SOFT COPPER S NOTED _ - Y4" COPPER PUMP HOT P GAILY. AFTER�FABRICATION. X - FRAME DRAIN GRINNEL FIG. 212, '- ELCEN FIG. 2, OR USE ALL SST HARDWARE IF 3�gg'i PIPED TO HUB NOTE: EQUAL PIPE CLAMP NOTED ON DWGS- wNjr3, i DRAIN UNLESS NOTED OTHERWISE, HOT DIP GALV. AFTER FABRICATION. N �S� _ USE ALL SST HARDWARE IF DRAIN NOTED ON DWGS. v ^� `ORBSCUP ER PLAN qs HORIZONTAL CENTRIFUGAL END 15664 TYPE B PIPE SWAY BRACE 15711 TYPE C PIPE SWAY BRACE 15712 ��>I+{+��cc NTS N15 + �Y SUCTION PUMP SEAL WATER PIPING g NTS mm � � 0 � o = 40 2a a z a z 0 V z SET COVER OF VALVE BOX & CONC. PAD Vi SET COVER OF VALV BELOW GRADE IN PAVEMENT E BOX CAST IRON LID & CONC. PAD Vi BELOW W GRADE IN PAVEMENT OR PROVIDE 1'-6" SO- x 4" OR SHOULDER, & FLUSH 0 SHOULDER, & FLUSH WITH j i THICK CONC. PAD W/ GRADE ELSEWHERE -CAST IRON LID 0 :-PROVIDE 1'-6` SO. x 4' f GRADE ELSEWHERE. FINISHED GRADE FINISHED GRADE ` ,` THICK CONC. PAD - N /4 Eyy _ -T HAND TAMP t A ~ J 13ACKRLL AROUND `�4 Q r -CAST IRON VALVE BOX UPPER SECTION a W SLIDING TYPE UPPER SECTION. UPPER SECTION SLIDING a COMPACTED II TYPE CAST IRON VALVE BOX. z PROTECT IN POLYETHYLENE / BACKFILL 6' MIN.. I'-Ci' MAX _ PROTECT IN POLYETHYLENE ENCASEMENT. ENCASEMENT. s b I I EXTENSION ROD REO'D W/ 2' EXTENSION ROD REO'D, W/ T I OPERATING NUT Ti BELOW CAST IRON _ OPERATING NUT 1'-0" BELOW GRADE WHEN VALVE E IS G Z VALVE BOX - - _ GRADE WHEN VALVE E IS II OVER 4'-0" BELOW GRADE a a LOWER SECTION OVER 3'-0" BELOW GRADE VALVE ENDS AS - III N SPECIFIED, I —5" CAST IRON SOIL PIPE TYPE OF VALVE �' EXTENSION LENGTH AS VALVE SIZE & ENDS - GATE VALVE, TYPE AS AS SHOWN ON REQUIRED o AS SPECIFIED OR SHOWN ON THE DWGS. THE DRAWINGS. W I --GEAR OPERATOR Q INDICATED ON PLANS --- 3 c H F- - - o - !n n- NOTE* PROTECT BURIED VALVES WITH GALVANIC ANODES Q o OR OTHER CORROSION PROTECTION, AS SPECIFIED. Q Li W N o U m v 0 RRQI N BURIED GATE VALVE BOX 15955 BURIED BUTTERFLY OR 15956 J41NUM SHEET NUMBER NTS PLUG VALVE BOX SETTING 71 NTS DRAWING NUMBER 2 8—D—1 O.00 w3p m0 _ WUZ NZ2� NZ p_2p��JO S ppNy� OO Y4" RADIUS, TYP Vf STEEL PLATE CAP R .10 OUND EDGES V." ALUMINUM PLATE ROUND _ "" a33Hi4i GALVANIZE AFTER _ IF UI EDGES, SIZE TO R i FABRICATION II I ACCOMODATE EQUIPMENT II 11 WIRING DEVICE I II II It OP. ELECTRICAL Y+e" U-BOLTS II II II II mvn _ EQUIPMENT. II II II II EQUIPMENT, TYP SIZE AS REO'D 11 11 11 II t„ {T PROfF'y I I It 11 m 11 It II II II 2' PIPE, PAINT PIPE 1 I I $ THREADS WITH ZINC-RICH 1 I I I 4" ALUMINUM GALVANIZED STEEL--"", TEEL o PAINT BEFORE ASSEMBLING, I I SHEET METAL INSULATION AS REO'D. SEE NOTE 2 1 1 C05 4, TYP ESCUTCHEON TO FILL CAVITY Y,e - ON MECHANICAL ROOM SIDE OF 1 PENETRATION -------- z n I I CONCRETE PAD, I I N LL SEE NOTE 2 I CONCRETE o 1 FLOOR OR EXPANSION I PLATFORM FLOOR FLANGE AND Vi SST ANCHORS FLUSH SHELLS, ANCHOR BOLTS -(..� (N.� Lv� __—___- CONDUIT OR ADHESIVE ANCHORS, 4EA i GALVANIZED STEEL PIPE SLEEVE I'1''1 1d' N a LARGER SIZE THAN CONDUIT ~'1__Y2' RADIUS, TYP ♦ 1Y4 , TYP w NOTES. N a I.ALL MOUNTING HARDWARE TO BE GALVANIZED. NOTES: * ��" USE WASHERS AND SPLIT LOCK-WASHERS UNDER 'Ke' DIA, TYP ALL NUTS. 1. DIMENSIONS SHALL BE AS SHOWN ON DWGS. WHERE NOTED. yi ALUMINUM PLATE Z X Se 2.PROVIDE A 12" THICK CONC. PAD W/ DIMENSIONS E 2.PIPE AND FITTINGS: GALVANIZED STEEL PIPE 2'x2' MIN. UNDER EA. BASE PLATE. SET 1" ABOVE PLAN MEETING ASTM A120. SCHEDULE 40 WALL THICKNESS. ADJACENT FINISH GRADE. PROVIDE /5 AT 9" EW THREADED 150-POUND MALLEABLE IRON FLOOR REINFORCING CENTERED IN PAD. (TYP OF 2) I---, FLANGE MEETING ASTM A197. ANSI STANDARD PIPE THREADS ON PIPE AND FITTINGS. Qy w R e CONDUIT ENTRY THRU MECH 1 6050x= ROOM WALLS AND FLOORS ELECTRICAL EQUIPMENT 16120g NTS PEDESTAL MOUNTED DEVICE 16 005 SUPPORT DETAIL o s Nis a a 8w NTS ra �i o o rcf a i o W a z _ COVER THIS a POR ION WITH OUTER JACKET CONDUCTOR OUTER JACKET ~ Z SHRINK TUBING 1 LUG, TYP.� N F— mJ w SHIELD INSULATION `SHRINK TUBING NOTE: SHIELD NOT GROUNDED AT TERMINATION d '^ WARNING TAPE t/l o o FINISH GRADE J COVER THIS ~ m PORTION WITH Q Fa- o_ SHRINK TUBING OUTER JACKET z COMPACTED a 2 TRENCH PVC CONDUIT p N BACKFILL� AS SPECIFIED SHIELD Z w v N 12 GALV. IRON p -_- TIE DOWN WIRE SHRINK SHIELD BACKFILL W/ SAND C- - -`I MAX. 4'-0" APART TUBING ~ Z a Q m A MIN. OF 3' ABOVE w SPACERS COVER THIS N dt S' BELOW CONDUITS. ;SHRINK TION WITH SIGNAL LEADS HAND TAMP BACKFILL W/ -- TUBING OUTER JACKET OUTER JACKET CONC WHEN SHOWN. 0 D=5" MIN FOR 2"-(r o CONDUIT LUG, TYP. Q m "D=2 MIN FOR SMALLER w / � CONDUIT _ WRAPPED SHIELD (/I GREEN GROUND LEAD SHRINK TUBING INSULATED CRIMPED NOTE: Q WIRE CONNECTOR SPLICE OR SHIELD GROUNDED Q AT TERMINATION m Lo u N c o O U m 0 O PROJECT NO O 0417 041 SHEET NUMBER 72 TYPICAL UNDERGROUND CONDUIT 16200 TERMINATION OF SHIELDED CONTROL CABLE 16501 w�O NTSQDRAN+J NUMBER T NTS Q—�— w, u a OF Mpti titP` rgti-:, 00 Z E M AN 9 , RECYCLE �• WILLIAM A SLUDGE I NANSDN LOC. �� _ 1898 '90NTANPLECTRIC c~ \ RANSFOR ER -- — — •CFhSED AR��J•' ETER AREA AERATION HASu.I LSLIRGE AERATION BASIN NO NO. 3 I 0 5EE DRAWING _ - o SHEET 9-A--,FOR ` - SECONDARY �. ENLARr;ED PLAN _ a — LIFT STATION � SECONDARY DIGESTER N ` -� -� ADMINISTRATION AND BEE OWAa DIGESTER CONTROL SHEET 9-A-3 FOR BUILDING ENLARLED PLAN AERATION BASIN AERATION 9ASIN NO. 2 NO z zz BLOWER GRAVITY THICKENER W N 5 i ROOM 1 5EE T5-A-3 1— GRAVITY THICKENER E�4�D BUILDING PRIMARY DIGESTER yyQQ �I \ L J Y I i z Ix � a a PRIMARY CL RIFIER N0. I_ ul n PRIMARY C11RIFIER NO. 2 PRIMARY CLA IEIER NO. 3 I O z / a 1 ~ o Z w IL W r� 0 IL 1 PRETREATMENT BUILDING J CL W � Z H � Q w O � 0 H � Q' w I a 3 w MOSS BRIDGE ROAD 1— V) Z a a 3 � w N O PROJECT NO 0417,041 SHEET NUMBER SITE PLAN �' DRAWING NUMBER 00 SCALE. I = 20'-0 N 9-A- 1 m Wo J N�Io NI FIELD VERIFY b e-°-4 TYP. OF M ,01[UA+ LEGEND : WILLIAM A HANSON 0 PIPE m 838 ® MCI44NICAL VEN* 36• ; 0 �_: ••.•CF MON 1 ANI 'SFC',r ROOF DRAW m VENT PIPE SLOPE OF CONCRETE DECK ' 0 © ROOF HATCH31 \ i 0 0 WEAT STACK. O + 70 \ G 6 PIPE SUPPORT 43" / NEW WALKWAY PAD z CONDUIT ON ROOF SURFACE G O 0 4 z m tin U�Rtt U SLOPE INSULATION O w yi N S R -\ •ROOF DRAINS. � Ie TYP_ - � R FIELD VERIFY -- ------ - SECONDARY DIGESTER TAPERED INSULATION �OOFICRETE GTRJGTIft SLOPE TO DRAM I I CRICKET HReAIaRE w B Y !! a \ CONCRETE I -. : TPO WALKWAY &_ STRUCTURE NEW ... BREAKLINE PAD UPPER ROOF < - S TAPERED INSULATION NEW TPO �r CRICKET 4'-4•Xb'-01 WALKWAY PAD ExISTMG AIR CONDITIONING WIT TO REMAN-VERIFT CURB L CONDITION.INSTALL NEW CURB �l AS REQUIRED. a in E1 S-A-4 TYP P o W 9-A-4 •CURB 9 r Z a SLOPE TO DRAIN d Z • (n O Z 17 SLOPE OF CONCRETE DECK W ExISTING > e \ WALKWAY PADS O a -APPfdOX RADIUS OF � FASCIA RI 0' -FIELD VERIFI- Z (n J Z a a 1-- a w O O b® o w b, m r' w p�0 Q 3 V) z a a x 3 W N PRIMARY DIGESTER o m PROJECT N0. 0417.041 SHEET NUMBEF FIELD VERFFi .PTAYLOR HANSON )1 ■,, I r I I I I DRAWING NUMBEF ROOF y IBPLA o - ADMINISTRATION BUILDIN N 9-A-2 34-I®" 4 `nL OOZ �h FIELD VERFi- u 6 N�Jo ga. hP`E 0 MOyjq; 16 TEwwl, SLOPE OF CONCRETE DECK OkIM A. HANsa+ LEGEND: 1898 PIPE '(� VONT AIk -'�NSED ARGN�,: ® MECHANICAL PENT SLOPE INSULATION � r•ROOF DRAIN ROOF DRAIN VENT PIPE TAPERED INSULATION CRICKET-SLOPE TO NM o DRAM ¢ 0 ROOF HATCH P NEW TPO 0 NEAT STACK WALKWAT PAD o PIPE SUPPORT SLOPE OF cow ORIETE I eCK NEW WALKWAY PAD �n �n gg ROOF PLAN — SECONDARY LIFT STATION O!�4 �s x srwL�: a —� FIELD VERIFY � I I • 8� 6 I I LIPS OF ROOF ADOVE APPROx RADIUS OF a-A-a rn, APPROx RADIUS CF-� FASCI4.C'-6'-RIELD FASCIA,U'-6"-FIELC ` 1 VERFT VERIFY • 9 - NEW TPO WALKWAT PAD-CENTER ON DOORUWT. PROVIDE PAD '•�-� TTP BEYOND SWING OF DOOR TO I ALLOW LADDER SETUP FOR II UPPER ROOF ACCESS v all °, m I•II \T-- o .. � 11 k' II � I e_A•4 4 0 �S O SLOPE OF CONCRETE DECK Z Z V CONCRETE STRUCTURE } /L- ---- _.- PIPE TEMPERATURES AT ROOF AIDE Q 3 I BREAKLIhE lk • APPROX 20m'F BLOLLER UNIT67C4N Z yp� - ISE SHUT pOIW ONE AT A T"O��l^L�I ul O COORDINATE ROOF REMOVAL 44- Z n O I INSTALLATION SEQUENCE WITH QWER Ik w }{ u Y s •I r � � W O Of + W \, _--- •_ -- - - TAPERED INSULATION -- CRICKET-SLOPE TO 1 TAPERED INSULATION SLOPE INSULATION DRAIN � -CRICKET-SLOPE TO •ROOF DRAIN. Q (N DRAM I- J Z Z w s-A-s iYP w O O Q Cl' APPROX RADIUS OF w j FASCIA 36'-0" -FIELD VERFY j 8-A.4 of / � W / TYR 1- SLOPE OF CONCRETE DECK � � W H n Z Q Q 3 � w N O m 34'•9° VERIFY PROJECT FIELD NO. 0417.041 SHIFT NUMBER 75 .,, 1 1 1 1 T r DRAWING NVMBEP ROOF PLAN — GRAVITY THICKENER BUILDING 00 ROOF PLAN — BLOWER BUILDING 00 scu£: a t e - t o N srALf ate — o N 9-A-3 APPROVED SEALANT ��. `f APPROVED SEALANT ZZ� 5.5.CLAMP RING 55.CLAMP RNG HEAT VELD SEAM VENT STACK VENT STACK V Mft 7"MEMBRANE OVERLAF BONDING _ n TI.O MEMBRANE rPO MEMBRANE ADHE6IVE E PRE-MOLDED PIPE t - ' 55. _TPO BONDING ADI E51VE TPO BONDING AVHE51vE HEAT WELD m l3AO•T o TPO MEMBRANE > iA 0 3� 121 LAYERS 2"RIGID 2- (2/LAYERS 2"RIGID SEAM tP0 MEMBRANE 7" 2" WEE AT WELD ~� POLYI50 FOAM MSIL MIN. POLYISO-FOAM INSUL. ,. EXISTIW.CONC.ROCF DECK EXITING .R'L♦7F DECK 2 MIN iL MM. HM. •;`�AM OF MpNr-.,- If - - HANSON 1898 -- - - _L� a r� t Y ONTO,""A N - ,C E x T T E IS Mi -EXIS TING T ..1 CONC.ROOF D ENC.IRIS � DECK DECK 0 TPO 2�OOF LAYERS �1 TPO SEAM DETAIL n VENT STACK DETAIL STANDAfiC DETAIL' �1 VENT STACK DETAIL ALTERNATE DETAIL ul 0 9-A-4 SCALE: 3• - 1=0 9-A-4 SG1lE 3• 1'�' 9-A-4 SCALE: 3' - 1=0 9-A-4 SCALE: 3�- 1=0 5 -TPO COATED METAL �rPO COATED METAL N / -HEAT WELD SEAM -HEAT WELD SEMI 11d"GALVANIZED NAILS•3"O.C. Wo MECu.EGIUIPMENT W/3/0"TO 1,7"VIA HEAD 11/4"GALVANIZED NAILS I I/d"GALVANIZED NAILS •3"O.C-MAX- W/3/S' •3"OL.MAX. W/ GALv NAILS•6"O.G. L FLASHING-EXTEND 2'UP TO IR"CIA HEAD TPO MEMBRANE TO 112"DIA HEAD TPO FEMBRANE MAX.W/3/B"TO W'DI4 OF MECN.EQUIP. Z [MIN?X4 TREATED WOOD 121 LAYERS 2"RIGID MIN 2X4 TREATED WOOD !2/LAYERS 2"RKaID �� ROVED SEALANT NAILER9-PT OR POLYI50-FOAM MSUL- HAILERS•Pi OR POlYl50.FOAM INSUL. BUILT UP MECH CURB REDWOOD. EXTEND REDWOOD EXTENC -USE TREATED WOOD L PLA5HMG a CCVITVWLASHNG BEYOND METAL FLANGE BEYOND METAL FLANGE w OPENING M ROOF STRUCTURE Z MEMBRANE AND BONDING ADHESIVE i 0 m .- - _ .__ EILA XTEND UP SIDES OF CURB_ EXIST.CONC.ROOF DECK$OI.mING ADHESIVE NT STRIPATER5 2"RIGID PJLT150.FOAMTPO MEMBRANE BOAT® _ EXISTING G01JC.ROOF DECK EXISTING CZNC.ROOF DECK ~1 E 1/4"GALV.NAILS 6"OC. 1 1/4"GALV.NAILS 6"OC. O �° I I MAX W/3/9"TO 1/2'DIA.HEAD MAX.W/3/$ TO /t D A HEAD APPROVED SEALANT APPROVED SEALANT LJ $ - _ - /1 - EXISTING MASONRY WALL EXI6TMCa MASONRY WALL I I�n g nROOF EDGE DETAIL (FLU6H W/WALLO ' n ROOF EDGE DETAIL •OVERHAWGI n MECHANICAL CURB DETAIL Ut �IJnU� 9-A-4 SCALE: 3- 1-0 9-A-4 SCALE: 3• - 1—0 9-A-4 SCALE: 3-- 1—D 3'-0"MIN SLOPE TO DRAIN v MODIFY SLOPE 11161—AT ROOF EDGE OR OTHER OB$T121CTION EXIST.ROOF DRAM C WATER BLOCK SEALANT m j 0 _ TPO MEMBRANE u p BONDING ADHESIVE JL F'1AIC44 HOLE M MET'®R.ANE / 121 LAYERS?'RIGID Q TO AOCOITIODATE BOLTS, I POLY 150 FOAM MSUL. 2" Z DO NOT GUT TEMBRANE BOARD PER SPECS HEAT WELD,SEAM MIN. Q BACK TO BOLTS. I F- APPROVED SEALANT EXISTING LLWLL EXIST.CONC.ROOF DECK - - _- __ - _ Z 56 CLAMP RING _ ---- -- IIII TPO 4F'PF D OVE _ _ _ _ METAL HOOD U SEALANT _ __ __ _ -— --- - Li__ Z METAL SLEEVE 16 GA.x IR"/11/2" I - _ - - FASTENED TO DECK CHANNEL OR I`x3/16" - - - SPACE AS IMOIUIRED TO KEE BAR FASTENED MAX- . W P MEMB BELOW H MEMBRANE b"OL. - - - -- - 0'F. HAIL I?"OC.MAX - • , •' "1 a APPROVED SEALANT 4 SURFACE HOWTED .1 $6,CLAM°RMG III \ CCUNTEIBiA6HMCa Z J BONDING `BLOWER DISCHARGE PIPE �_ J Q ADHESIVE—\ -TEMP IS APPROX.200'F. TPO MEMBRANE n- 0 SEAM PLATE$A \ FASTENERS F 2^CMfT STRIP ~ F45TEWD MIN 4 R MEAT WELD W � AMAXXo"°" SEAM io ROOF DRAIN DETAIL � rPO MEMI RME 9-A-4 SCALE:3 - 1—0 7"Mb1 2"MIN 7P0 MEMBRANE I S Of d' �.V -HEAT WELD SEAM � APPROVED r BONDMG ADWE61VE t2 LAYERS - - ON 9PLIGES 4NG EDGES WHERE TP_ a MEMBRANE 15 CUT AND W -- - 2-RIGID - RENFORCE'FENT 15 EXPOSED, H POLYISO.FOAM _ r / APPLICATION OF TPO CUT EDGE V) Z MS1L BOARD - __ _ - SEALANT 16 REOUIRED. Q Q -I w Ex(STMG 0 D?-W-ROOF DECK I m PROJECT NO 7 0417,041 EX16T CONC ROOF DECK SHEET NUMBER .PT A Y L • • H A N S • N K A N r 7$ n HOT STACK DETAIL n ROOV LL EDGE DETAIL ■.� A c T I c I s DRAWING NUMBER 9-A-4 SCALE,3 - 1-0 9-A-4 SCALE:S- i=-0 9-A-4 _—♦ --- _- GENERAL CIVIL NOTES: mi _ •I 1. OVERALL SITE PLAN SHOWN ON THIS DRAWING IS FROM 1981 RECORD DRAWINGS. ALL NOTES AND ; I •I DIMENSIONS MUST BE FIELD VERIFIED. DRAWING 2-C-2 SHOWS DETAILED SITE LAYOUT AND TOPOGRAPHIC zIo. o SITE PLAN DETAILS, I CONTOURS BASED ON AS-CONSTRUCTED DRAWINGS BY TDH, INC. 1981. FIELD VERIFY ALL ELEVATIONS. ao� Lo l-DWG 2-C-2, 5-M.5 . NOTE 13 (TYP.) wrc� 2. GEOTECHNICAL BORINGS SHOWN ON THIS DRAWING WERE DONE IN 1969 (0DH-X), 1981 (0DH-Y) AND 2001 (&DH-1). THESE BORINGS ARE AVAILABLE ON THE 1969, 1981 AND 2001 RECORD DRAWINGS FROM .00 65' ' ` ` ` ` ` ` I THE OWNER. .. ... _ •._ter, • • r . / \� "p•�Y 2f3�'�,� SIDEWALK . • • + •I N 3. CONTRACTOR STAGING AREA TO BE LOCATED ON WEST SIDE OF FENCE, NORTH OF EXISTING 8'` 3NI�R. NOTE 13�� _ ` • • < • • GARAGE/MAINTENANCE FACILITY. CONTRACTOR MUST COORDINATE ACTUAL LOCATION AND AREA LIMITS WITH o�L� CH`HLQ,_. o� . ♦ . • • •I OWNER. DO NOT DISRUPT OWNER'S ACTIVITIES IN THE AREA. SITE PROTECTION FROM VANDALISM, ETC. IS r(/ / • . . • . • . . .. . .. . • . . CONTRACTOR'S RESPONSIBILITY, DAMAGED AREAS MUST BE REPAIRED AND RE-SEEDED AFTER CONSTRUCTION AS SPECIFIED. 2 NEW SECONDARY - ,I 30 0 30 60 4. SEE DRAWING 2-C-2 FOR NEW FACILITY DIMENSION AND LAYOUT DETAILS. SEE DRAWING 5-M-5 FOR �r 4 PRpF�a`'`d I --Ci�FIE�--NO.-4-- -- I • • ♦ ♦ � � � I YARD PIPING DETAILS. GENERAL CIVIL NOTES ON THIS DRAWING APPLY TO ALL SITE DRAWINGS. •d,,,,,�,•,,,, GROUP 1I55 DWGS I . SCALE IN FEET • • ' • ' • •. • • • T • •I 5. PROTECT ALL EXISTING TREES AND OTHER LANDSCAPING FEATURES WHICH ARE NOT SPECIFICALLY SHOWN m TO BE REMOVED. J \. a �\\ 6. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES DURING CONSTRUCTION. IF DAMAGED BY '0 I W • • . . ..• • •I CONSTRUCTION ACTNITIES, CONTRACTOR SHALL RESTORE FACILITY TO ORIGINAL CONDITION AT NO EXTRA COST. r _ • • ♦ + it I i• I ` ` ♦ � _ � � 7. CONTRACTOR SHALL REPAIR AND REESTABLISH ALL GRASS LAWN AREAS DAMAGED OR REMOVED BY t i • I t - < . -.. . , a CONSTRUCTION ACTIVITIES. t .1 ` • • < 8. ALL NEW ROAD AND/OR SIDEWALK ELEVATIONS SHOWN ARE FOR TOP OF ROADWAY OR SIDEWALK. LIFT STATION #2 = n _ T LION • I �--- r , • • • • I . . „ „ „ . CONTRACTOR SHALL MAKE ALLOWANCES FOR DEPTH OF PAVEMENT, GRAVEL BASE SECTIONS, CONCRETE, ETC. ♦ Y ♦ MODIFICATIONS 1 I TFLOHICKENER V - (DWG 5-M-9) I - •♦+ • < . 1 .• . . . . • 9. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW, A DESIGN FOR THE EXCAVATION PLAN, o . • DEWATERING PLAN, AND SHORING/SLOPING SYSTEM REQUIRED TO CONSTRUCT THE NEW SECONDARY _ryr a_�. _♦-._w-,. • • • • • . . . ,�- :,y. CLARIFIER. THE TYPE OF SYSTEMS SHALL BE AT THE CONTRACTOR'S OPTION, BUT ALL CONSTRUCTION • • • ♦ + • •' T _ • ',. r+Y . ♦-+•' . . ... . +: + : .: SLOPES. SHORING, ETC. MUST CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS AND i _ RECOMMENDATIONS. SEE SPECIFICATIONS FOR MORE DETAILED REQUIREMENTS. i1 10. CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FOR REUSE IN DISTURBED AREAS. ALL GRASS w o i rn :, ;` 1+ p 4 Y ` I'♦ LAWN AREAS DAMAGED OR REMOVED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED AS SPECIFIED. Bi �w '4 I• • GRASS LAWN SHALL BE PROVIDED IN ALL DISTURBED AREAS EXCEPT WHERE PAVEMENT, SIDEWALKS, OR 5 ARY =r ` �q DARY I I • + GRAVEL IS SPECIFICALLY SHOWN. ro ' r^•tA N,� 2 �= II "-1 No 1 -♦� i' ' • ' N mm�n I XISTING I♦I F� �. 11. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL ACTIVITIES SO THE EXISTING PLANT FACILITIES STAY -.N • MAtN ANCE ,. _ IN SERVICE. SEE SPECIFICATIONS FOR DETAILED CONSTRUCTION SEQUENCING AND SCHEDULING c.� 4�� 1rF&}�,'0 1 • BNC • < „ REQUIREMENTS. X m b LW i' • 12. EXISTING LANDSCAPE IRRIGATION PIPING IS SHOWN IN THE VICINITY OF THE NEW SECONDARY CLARIFIER W g� 4 Y ON DWG 2-C-2. IRRIGATION PIPING FOR THE ENTIRE SITE CAN BE FOUND IN THE OWNERS 1981 AND 2001 •.♦ ♦ _ ' PROJECT RECORD DRAWINGS. IF DAMAGED BY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL REPAIR '~ • _ IRRIGATION PIPING, SPRINKLERS, VALVES, AND ACCESSORIES AT NO EXTRA COST. rye g BIOREACTOR BASIN MOD • • r--r° g+�?$q -(TYP. 4 BASINS) ` ` - 13. EXISTING FENCE SHALL BE PROTECTED, OR SHALL BE REMOVED AND THEN REINSTALLED BY CONTRACTOR 4 1st; GROUP 4 DWGS AS NECESSARY. REINSTALLATION SHALL BE DONE PER DETAILS OF AND(2�442)AND AS SPECIFIED. ANY ` DAMAGED FENCING SHALL BE REPLACED WITH NEW COMPONENTS EQUAL_-OU;(LITY BY THE CONTRACTOR AT EXISTING - • • NO EXTRA COST TO THE OWNER. NEW FENCE SHALL BE PROVIDED AS SHOWN ON DRAWINGS, AT NEW _ FENCE j • • • - = CLARIFIER LOCATION. . • • Z 14. AREAS OUTSIDE OF THE FENCE LINE THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED u� ?a • • • - AND LANDSCAPED USING FIELD GRASS SEED MI%. b � 1 • 15.L__j EXISTING LAWN IS SHOWN. SEE DRAWING 2-C-2 FOR NEW LAWN IN VICINITY OF NEW NEW BLOWER REPLACE SLUDGE.GATES �♦ _ SECONDARY CLARIFIER No. 4. INLET VALVES- � • ♦ �r • + = u ---- DWG 4-M-5 \\ GROUP 3 DWGS ., I. • • • +r _. .- . m m o L -WASTE R'�'� LRURNEP. S£ UARY• 1811�N-NG 1'I;� -.I�,�sc �i_ ec><.T♦P I:OhITROL D r` ♦ �REACfOR BIOREACibR a BgjIDING WU N@. 2 N Q. N. 'i. C�R1 fE r i. J G x .'ri ..<. • < . + . Z a'A�lk A f . . • • Z. . . . ` r W11CKE.NER ir' - °� 1,,UILDING _ RIMAP� - ♦ � ' w TO CONTRACTORS z� g GESTEF > `STAGING AREA +I - ♦ ` 0- • Y • J 1 1• _ EXISTING WASTE a ♦ • r a N Q CAS EMRN2R ► • •.y . w g 9 . •F.gLITY . a b cLi}R+RER OL"FIER __J LI m J Z•• Q '•h(r _ Nr,. _-- z° . . .cam v • . ♦ Q w ` REPLACE SLUDGE GATES _ _ z♦i J CpMMML;r7F w v GROUP 3 DWGS - ,�o,. ,. . -�♦ . REMOVE C TORS DWGS r O y i GROUP 3 DWGS UFv v •- W • • H i PRETREATMENT BUILDING Q c - - - MODIFICATIONS B M-1. F1NtSH'FLOOR•r w n - INSIDE PRE-TREATMENT - GROUP 2 DWGS V) `o r BUILDING ROLL-UP DOOR, - to Q ELEV.= 4612.00� •` •� I Z u s. Q �RETIRE MENT� w O o . . PROJECT NO. 0417.041 0 n - SHEET NUMBER O - DRAWING NUMBER _'-C x - o mom - o 1 1/2/ 7- -7 .... .......... .. ...... ...... 'NILL. , NEW LAWN AREA NEW SECONDARY 1 1/2' o. INSTALL AT EXISTING CONTOUR CLARIFIER No EXCEPT WHERE NOTED TO (AREA IS AN EXISTING LAWN) I. SLOPE UP TO NEW SIDEWALK o Z 1, 1 1/2 I II' 1 z 1 1/2 u EXISTING CHLORINE 2 1/2 CONTACT BASIN c 0 O. REMOVE PORTION OF E STING FENCE AS z REQUIRED FOR CONSTR TION AND INSTALL NEW FENCE AS SHOWN FTER CO NSTRUCTION Is COMPLETE. 1 t ALL' AROUND R,SIDEWALKLLLEV 4606.5 n A LL UND(Z3001) SLOPE FINISH GRADE 1:6 FROM NEW SIDEWALK TO EXISTING GRADE EXISTING SPRINKLER PLAN SECONDARY 20 0 20 40 CLARIFIER SCALE IN FEET NO. 4 GENERAL CIVIL NOTES: SEE DWG. 5-M-5 FOR PLAN EXISTING LIGHT POLE. 1. EXISTING LANDSCAPE IRRIGATION PIPING LOCATIONS ARE APPROXIMATE. IT IS THE CONTRACTORS 0 RESPONSIBILITY TO FIELD VERIFY AND LOCATE ALL EXISTING IRRIGATION PIPING, SPRINKLER HEADS, ETC. ANY EXISTING IRRIGATION SYSTEM FACILITIES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR WITH NEW COMPONENTS OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER, IT SHALL NEW SIDEWALK PERMANENTLY) EXISTING IRRIGATION PIPING SYSTEM IN AREAS OF NEW CONSTRUCTION TO ALLOW EXISTING SYSTEM TO CONTINUE TO BE USED DURING CONSTRUCTION FOR IRRIGATING OTHER AREAS OF THE PLANT z EXISTING DRAIN ITCH. REPLACED' ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CAP, REROUTE, OR OTHERWISE MODIFY (TEMPORARILY OR 7 SITE.MAY WITH OWNER. THE EXISTING IRRIGATION SYSTEM DRAWINGS FOR THE ENTIRE PROJECT SEE NOTE 4. 0 IRRIGATION SITE AY BE OBTAINED FROM THE OWNER; REF. 1981 RECORD DRAWINGS, AND 2003 RECORD DRAWINGS. I q, SYSTEM AS RY CLARIFIER, CONTRACTOR SHALL PROVIDE NEW GRASS LAWN SOD AS 2- IN AREA OF NEW SECONDARY E I z SHOWN SPECIFIED AND A NEW IRRIGATION SYSTEM, INCLUDING THE DESIGN OF THE IRRIGATION SYSTEM TO EXISTING SIDEWALK ACCOMMODATE THE NEW CLARIFIER STRUCTURE. IRRIGATION SYSTEM SHALL TIE INTO THE EXISTING SYSTEM 4 AND SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY A FIRM REGULARLY ENGAGED IN THIS TYPE OF 0 cl.- 2" MAIN WORK IN THE BOZEMAN AREA. SYSTEM DESIGN CONSTRAINTS SHALL BE AS SPECIFIED. APPLICABLE Ir w IRRIGATION SYSTEM DETAILS INCLUDE=AND=. xZa 3. SHORING IS REQUIRED TO PROTECT EXISTING FACILITIES. SEE 5-M-5 FOR ADDITIONAL FACILITIES AND c, REQUIREMENTS. z: Ld 4. RE-ROUTE EXISTING DRAINAGE DITCH AROUND NEW CLARIFIER. MAINTAIN 10' CLEAR BETWEEN TOP OF FM4 4 DITCH AMD FACE OF CLARIFIER. DITCH SHALL BE SLOPED TO MAINTAIN DIRECTION OF FLOW AND SHALL BE F_ FORMED SO THAT GEOMETRIC FEATURES REMAIN SIMILAR TO EXISTING. CONTRACTOR TO MAINTAIN FLOW z: u CAPABILITY OF DITCH DURING CONSTRUCTION OF CLARIFIER. EXISTING LIFT STATION m I-_ G C.O. < NO. 2 of :z LEGEND FOR EXISTING FACILITIES ON DWG. 2-C-3 0 u Llj ■ EXISTING LIGHT POLE LIGHT POLE SPRINKLER v) SEE IRRIGATI N NOTES -*4- IRRIGATION VALVE < SYSTEM RECO 1. SEE SHEET 5-M-5 FOR YARD PIPING IN THE VICINITY 3: z OF THE NEW SECONDARY CLARIFIER. NEW LAWN AND IRRIGATION SYSTEM < DRAWINGS FOR Ld CONTINUATION - OF EXISTING L 0 20 0 10 20 EXISTING PAVEMENT SYSTEM, (TYP) PROJECT NO. SCALE IN FEET 0417041 EXISTING LAWN I x >HEE7 NUMBER NEW SECONDARY CLARIFIER NOTE: DRAWING NUMBER NO.4 SITE PLAN ALSO SEE DWG. 1-G-2 FOR ADDITIONAL EXISTING SECONDARY LEGENDS AND SYMBOLS. 2-C-2 CLARIFIER NO. 3