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HomeMy WebLinkAboutLA PORTE MAIN WWTP - PHASE 1 EXPANSIONz i H O z o H W o w � W z jE � 6 P. Z o w m $ z a WJJ o w W ¢ o — w a o az z coo E~ a lt M CITY OFFICIALS CITY MANAGER .............................. JACK OWEN DIRECTOR OF PUBLIC WORKS .................. JERRY L. HODGE DIRECTOR OF COMMUNITY DEVELOPMENT ...... JOHN E. JOERNS i,..;.VSTRUCTION PROJECT MANAGER'....... R MAX „ APPROVED APPROVED APPROVED O APPROVED APPROVED -- CITY COUNCIL MEMBERS MAYOR .................................... NORMAN MALON' COUNCIL MEMBER ..........................., JOHN LLOYD COUNCIL MEMBER ............................ DEOTIS GAY COUNCIL MEMBER .............................. DELBERT IN'i COUNCIL MEMBER ED ............................ MATUSZAK COUNCIL MEMBER ............................ LINDSAY PFEIFFER COUNCIL MEMBER ............................ B. DON SKELTON COUNCIL MEMBER ............................ BETTY WATERS COUNCIL MEMBER ............................ LINDA WESTERGREN. L.-SCALE IN FEES -V1_[�]J_►J CITY 1F 1 . LA PORTE9 �TKL LAVS FOR.vniZUTIUNF TEXAS PHASE I EXPANSION TurnerCollieOBraden Inc. CONSULTING ENGINEERS TEXAS AUSTIN/DALLAS/EL PASO/HOUSTON/PORT ARTHUR COLORADO DENVERIGRAND JUNCTION JOB NO. 13-02000-022 CONTRACT NO. 1 2 0 A Ujimi _ In accordance with the dated between the Inc., CONTRACTOR, _Agreement City of 19 La Porte, OWNER, and Craig, Sheffield & Austin, for the "Construction Plant Phase of Main Wastewater Treatment I Expansion", Job No. 13-02000-022, Contract following identified No. 1, the Contract Drawings bound herewith are hereby certified and as a part of the Agreement. INDEX OF DRAWING SHEET NO. TITLE 1 OF 31 COVER SHEET 2 OF 31 PROCESS FLOW DIAGRAM 3 OF 31 HYDRAULIC PROFILE 4 OF 31 MECHANICAL FLOW DIAGRAM I 5 OF 31 MECHANICAL FLOW DIAGRAM II 6 OF 31 SITE PLAN 7 OF 31 YARD PIPING 8 OF 31 YARD PIPING DETAIL 9 OF 31 INFLUENT LIFT STATION MECHANICAL PLANS & SECTIONS 10 OF 31 INFLUENT LIFT STATION STRUCTURAL PLANS "& SECTIONS 11 OF 31 HEADWORKS MECHANICAL-& STRUCTURAL PLANS & SECTIONS 12 OF 31 FINAL CLARIFIER PLANS & SECTIONS 13 OF 31 CLARIFIER DETAILS 14 OF 31 FLOW SPLITTING CHAMBER 15 OF 31 RETURN/WASTE ACTIVATED SLUDGE PUMPING STATION - MECH. & STRUCT. 16 OF 31 CHLORINE CONTACT BASIN - MECHANICAL & STRUCTURAL 17 OF 31 BLOWER BUILDING MECHANICAL -COVERED PARKING SECTIONS & DETAILS 18 OF 31 BLOWER BUILDING - STRUCTURAL PLANS & SECTIONS 19 OF 31 AEROBIC DIGESTER - MECHANICAL & STRUCTURAL 20 OF 31 SLUDGE TRANSFER PUMP DETAILS & CHLORINATION DETAILS 21 OF 31 EXISTING AERATION BASIN MODIFICATIONS FOR BRIDGE CRANE 22 OF 31 MISCELLANEOUS DETAILS 23 OF 31 STANDARD CONCRETE DETAILS 24 OF 31 STANDARD STEEL DETAILS 25 OF 31 ELECTRICAL SITE PLAN 26 OF 31 ELECTRICAL ONE -LINE DIAGRAM 27 OF 31 ELECTRICAL INFLUENT LIFT STATION AND HEADWORKS 28 OF 31 ELECTRICAL BLOWER & DEWATERING BUILDINGS 29 OF 31 ELECTRICAL RETURN/WASTE ACTIVATED SLUDGE PUMPING STATION 30 OF 31 ELECTRICAL CONTROL SCHEMATICS 31 OF 31 ELECTRICAL LEGENDS,.SCHEDULES AND MISCELLANEOUS DETAILS / Craig, Sheffield & Austin, Inc. City Of La Porte CONTRACTOR OWNER - ----- By: By: Title: Title: Date: Date: DATE MAY 6 1988 •see •'� o � o oeee o % e e ®............ ..ess see... p PETER 1. GOLDSMITH p%jo6Q9�0 - 0 � $ vim 51ti9 Sheet Of 3 10. SLUDGE SLUDGE AIR, Wj 'PUMP FEED SUPPLY PUMP j z a _ .. _ Z _ \ I LAND o w c y \ APPLICATION CATION \ O J - - - J i a --... LEGEND ------ Dashed Line Indicates Existing Units Solid Line Indicates Proposed Units I 3 a 3 2 I NO. DATE REVISION APPR CITY OF LA PORTE MAIN WASTEWATER TREATMENT PLANT _ PHASE I EXPANSION OF S�P��•e..•.•F¢s�9 PROCESS FLOW DIAGRAM < e41 ®••ease ec °oo terse o•e•we �.��.. ,.. ® PETER J. GOLDSMITH Turner t ome(q Braden Inc. �........•...°.............�gp 0 e 55157 •� v CONSULTING ENGINEERS '.. oQ'p e� �: TEXAS' AUSTIN/DALLASIEL PASO/HOUSTON/PORT ARTHUR - - ` kn4 �C' (GPe COLORADO DENVER/GRAND)UNCTION 90®SS AL $S \ Date MAY 1985 Unit ALLEN „ ,.. scale: N.T• S. t 5\ Designed P. GOLDSMITH Cheoked Job No.13.02000-022contraot 0 Sheet. of I :. Drawn A. AGUILAR Approved 2 3 AF 331668. cli OD. j CD U) 0 gr O O N V to M r.' 0 `r.. 10 Do DD 1 p'... to — 1� a) ' .. O. N to N N N N N N N N. N- (V N N N N N '..... tD a) O W- .. f`- LLI ... ,�•. .... (V W -... N W N — W W — W _ W W W lal W _ W W _. W W W' W . _.. W .. W W _ W L _ W _ W o _ W o W I. . U_ VI U) (A N Qj (t1) N UY (n rn rn N V) > 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 } O O O o O N O N O O N C N O N C o N o N o O N N 0 0 I, N 3 3 3 { 'Screen _ - 29.00 29.50 29.50 _ 24.50'. iVle TelGChbe I I f I _ 22.00 F F 20.00 �< Aerated _ I scum _ Flow Splitter Forcemain Grit - _ Pump P Sludge 18.50 Chamber o „ Bozx� Exlst. Gnd. 14.5—►130.—►12.00 Pf3010.0010.00 3 f —s- 36 SO 8.00 t ) 36 — a"" EI. 4.0 ^ n 8 From Existing Headworks z To Existin_.Pum in : _ : . -- -. .... ....- ... - 9 P 9 -E— S )7.00 �� Station C'Mms Z Q , o Q zj AERATION BASIN r W F AERATION CLARIFIER CLARIFIER CHLORINE CONTACT _ OUTFALL INFLUENT PUMPING HEADWORKS — - LOW SPLITTING CHAMBER CHAMBER o ¢ STATION_ BASINS FLOW SPLITTING o I_ CHAMBER s 5.00 7 i 4 _ SLUDGE. DEWATERING__ THICKENER AEROBIC DIGESTER RETURN/WASTE BUILDING ACTIVATED SLUDGE PUMP STATION .:.. NO. DATE REVISION APPROV. CITY OF LA : PORTE MAIN WASTEWATER TREATMENT PLANT S PHA E I EXPANSION ^'OF T�p'HYDRAULIC PROFILE Oa•a eeo oeeeo e•eeeesoee••e•e� � TurnerColheOBraden Inc. ®,...PETER J. GOLDSMITH CONSULTING ENGINEERS OTEXAS'AUSTIN/DALLAS/EL PASOIHOUSTON/PORT ARTHUR ro ; CSi�� O, (u J e COLORADO DENVERIGRAND (UNCTION.... fir. ,. 9 0,�. Fc E,4• IF .... . o e' .Date S Unit ALLEN Solet AS SHOWN MAY 19t35 1 Dean ned GOLDSMITH Cheoked Job No.13 02000 022contraot I c P. `31 Drawn Approved h -of y# A. AGUILAR Pv Sheet % 3 31 - Q 30 ML w ' cp-/ LIFT STATION L `h o _ •(EXISTING) � GRIT 4 i /8 RS i — Z . O CLARIFIER PUMPS ❑ Z ... � I N 2 ( I m (EXISTING) o - HEADWO s Pam, ❑ _ RKS / Pw �4 Q o 5 EXISTING ❑ _ ( )_ _ GP- z , , fly I � INFLUENT - a � � ,� _ s FLOW1. �� o a o .; - To Pl ant Proposecl — EX/sfin Process Wafer 8 DR s � /2 PA lB P.0 I Flow Measurement O STR / _ — PWP-1 PWP-Z F/ume PPO SS WD R PUMPS P..N!!. rrom flow "wAsl -____ to _ Y •. _ � _..._ .�_ -... L ...__E__ r (PROPOSED TO ....TE.. ,. REPLACE EXISTING).. - chamber. li-H - XSLUDGE ION TRANSFER � � v _P.9 I 411 To Ex/sfia y � d Heo works PUMPS _ - - =: „ SDR (RELOCATED FROM BLOWERS CHLORINE CONTACT _ AEROBIC DIGESTER EXISTING AEROBIC o DIGESTER: (PROPOSED) BASIN (PROPOSED). : _ _ -- To_Flo 3 „ / S RA WAS _ n 6L2 BG 3 • — Chamber, o BL_ l BLOWERS ap (EXISTING) PI O- 37 10914 /O ` i1DR q z Pl 0 34 04/4 / o 8 U LJ- Z ❑ _ • w .-... 5P .. PI � � P5/may CT -. v 6 ❑ ap R�W 3 q a N THICKENER \ m w Z From C/arifiers EXISTING a z 0 J Q U Z ¢ ?Z O O _ a ¢ _ Z - O Z m D u¢1 a o ¢ _ O � - C1 ¢ �- ❑ J O S S a iy 0 W � 0 F Gt1 C U a O w m [-a ❑ — z W a a ¢ =. 00 ¢o - 0 ___ a Z 0 x 9 000 'S i � a <t ' 4 3f 1tlF if Ii I AF 331668 a 0 i W a = o c a a D m s 2 H m m ,W/ a ° ❑ - O a F" U e - o 00 � g �W] v I NU 1 I 7�7 i AF 331668 -.. __. C/ea/I 01 clean od— 01 0 Ex5f A ! Opt — O r g`9fJ3 ;+ 2 O O to"tNAci rf 9. 9B -F + .. y O �`? 9.83 a/ Z 3o•/d/i� 6e.,d 8:92 30.,sE, f 9•¢8 I ? _' //lake Connectio/lWifb sr _gi 30 Mach /D.as _ _ m 30r�45` CLARIFLER N o• I , N ' _ N CLARIFIER CLARIFIER No. I ! CL R ER No. 2 „ PROP S.W) �_ . (EXISTING) (EXISTING) - v , 3G t--� H . yr SCUM! TROUGH_ SCUM TROUGH 1 2 a �tL p V� I SCUM 3 . SCUM 3 PUMP 13 � ,, scull TROUGH ! � PUMP 3 SUMP o 1 , ✓ i -. PROP. ... . - ,:: : ; M :>: .� 4 (PROP) SUMP - t 1 ( ) r T E/ f. T On Conned •�4 To EXist-la :On — ;: , '� ,< $(2 t.t.1 (PROP) P yr � 8_ c <.. _.. _._ .. P m roii .. er W Sca __T h 9 f3' `/ 9 F, SLUDGE' BOX PROPOSED �1' DR' 3Q /D.yP ❑ .. 5 c STATIC SCREED w o e STATIC SCR z SLAB (EXIST.) o 30' /45g > (To Be Removed _ p P To:Ersrlo. ! �, m SLAB EXI ) m . - iPovle Tdsuiri _ -- o w _ 30 MG P a o (To BeR mo d) e n_ „ E/f77 M m Ta !_Pit ToExis{.._ B !! o e a Yavfe To 5unro: -� — FL �la5a` \ _ M - — .¢�f PUMP „ I — P . „ SPLI TING ,a z 4 /'.4 4q 4 A ¢ � 1 SUMP _ Mare Caoe;`/en C BER :1 HA PROPOSED,yam iEi5O T / hSi e PROP SED 3� n5 F/fra3.5 /O,yp � LODGE BOX (PROPOSED). I. . . . t/ /B 1n. 5ew a. . k E >f. NJ/ f /1.D9 I to oP G"OR " 1 — ! / rr 4^oA ��� 2„PA / .95 ; .. /¢5 - E/ .OD -. . - N4 ' /27l RETURN/WASTE URN/3 A47TE, L usf• c Pry / .3f< { _ t„Pw . "w Pro . AW 1 / e 3 o E ifs 07 �� ACTIVATED ` SLUDGE . /a"etm. sew Q� / /s.�o -- �W vS t' PUMPING <STATION E//4/./7 "ML G �°n PUMP A�1p (PROPOSED)30 ( P4S ) To Be /96ane�o/reo' � c PUMP </� +�l050 so/�ML t� &5 SUMP 3�4 PW „ E/f34./7 aL@ 45c God - _ (PROP.) ! /2. a ti 9 a3 B T5 — - 3 RS fry' : <• Vr / / P!Y 6'/D? a �t _..----- SLUDGE BOX (PROPOSED) 30 R9G.5 . LL E/ 7 � 8 g ua1 h 3.00: , _ I Tr:Et? L, H o w / H 2 xa !>t 2.Goao ea/ GrOe_ /fh _ Fib t2 I� 2 _ ...,_. Jj /B qdF/ Gg zI '3 a i 6 9 E -I 00 :. AERATION BASIN N0. 3� . , . , fV C 3. • :: H ( CONVERTED AEROBIC DIGESTER') AERATION -BASIN No. I AERATION BASIN No. 2 CLARIFIER No. 4 >, ' 1 : . . < ( EXISTING ) - (EXIST/ G)! (EXISTING) PROSEp NO. DATE : REVISION. APPROV. CITY OF LA PORTE LEGEND • NOTE . MAIN WASTEWATER TREATMENT PLANT __ PHASE I EXPANSION _ Exrstiny p ng . _ PcoP se ev o es Fr.gefivaled .3 - j !: • r a rl.9l Sa/ed' Of Ri t , , .. _ r P i" _ _ , l / Deed-_ n less an_/ . . ._ 11 �->a�o. e35 Th 8_.,. _. .. .- T'.. O P_-crncnf:_. -. .. ... . .:.:.. . <. . :.I. . .. i . .,.� .�;: .. ...:. P � 9 .� f av . ._: _ _ _ _ ± _ _ t, �_J _ -�- '�'�, YARD PIPING DETAIL e. sets' � ...! / •—__ r <`u. . ) is r --Mafe_.Cor�nectfon�rom_ xisfin _ ro veto' P/ . �" _ � ,� 9. Turner Coli>le Bracten Inc .TCl.. /� 4 U.ee � ._._.m..,_ see ee�,e s � --. ® PETER J. GOLDSMITHCONSULTINGENGINEERS To /Pc P Adapter 9 9 0 4 :- �/ - o C _ , <, 9d TEXAS:AUSTIN/DALLAS/EL PASOIHOUSTON/PORT ARTHUR Bee Sheet 4 ,( 7 For Ofher Legends p f Y .9 -... C v4"P J..�U. =. COLORADO DENVERICRAND/UNCTION -. .... -. 9 n Unit', ALLEN Scale: t 0 Date MAY 1985 aL . aim Des a GOLDSMITH eo a Job 0 0 0 Designed P. Ch k N .13.02000-022c ntra t I Drawn A. AGUILAR Approved Sheetof oa 8, 31 AF 331668 L Le N ENAl4_ Fr . R Cv l37.Or `E u u _ q al Per P ` 9 As __ . um Manufae -urer t . _ _ _.__14 F►an C' P — __ _ ed__ od ltn __Ado ter. _ _ ,_ 9 P g P /. T_ P/u t/a//'eS o tie s dwhc / O erate4' NONE= O enrn Sr e As ; 9 rr r u P � Re urred DRESSER ER 2 _ _ g__ 9 -- D E S Sf le. l 8Qr Equal 'r Y 9 l 3. O _x_3 0 . Srn le Le A(uD»rnum HafRemoval.+ 9 ,_ eh For: PumP e </ �r�.nc for L/ffiny .Subnssib/e Pur, 'Cover.:_BILCO Type Jr4AL Or_E ual P - -- 9 NONE= El. /B. 50 _ — E1.0.20 E1.0.20: 4 L SP c2 9 - -..NO. RECORD DRAWING DATEREVISION gPPROV. - - CITY., OF LA PORT _ MAY r 6 1889 DATE ; , MAIN .. .WASTEWATER TREATMENT_ PLANT: PHASE I EXPANSION _ INFLUENT T IL L STATION MECHANICAL OF 1 PLANS 81 SECTIONS' . , SECT IOU ION A p D Turner �..pp �.. . � , e ColheOBraden Inc - n P u e/1 e9eae�eeoee — - .. -. I CONSULTING ENGINEERS SCALE. 1/4 -I-O r9 PETER G�, J. GOLDSMITH _ ,f ... __. .... .. c..'.............TE%ASIIAUSTIN/OALLA$ EL PASOHO T N oeo edge eI I U$ O /PORT ARTHUR_ COLORADO DENVERIGRAND (UNCTION -.... ,. _. 55187 P G ( G unit - t_EN. Soolee _ OT MAY 1985 -- •., ,.• a Al.ED Date _ V s _ 4 s 4 N 1 fit nfid' P. GO'-D M C a - 9 L S ITH h oke Job No. 13�02000 022Contraot I i Drawn.... J. GARNER approve sheet 9 of 3 2ro�-o NOTES: 2/Olr l O/ 2G7=01/ /10rr Zr 1': For extra reinf. around openings except as shown, see typ. concrete sheet. Lorr 2. Pump opening shown on Plans is Hydr-O-Matic model S12L. If other pumps are approved, „ Contractor to adapt opening to suit pumps o- `a', /B_ INa/ /Ppe--_:.-- ---- --- -_..— and increase dimensions as needed with any, O _, d c 9.•(. � ___. additional engineering. — - ,�rz� 3. Dowel bar splicers to be LENTON as manufactured by `.7•ERICO Products, nc., I Cleveland Ohio, or RICHMOND 11MTM DB-SAE manufactured by Richmond Screw Anchor Co.>Z7O- _3__— Ii=zy4-ZC-- G__.. nc Fort Worth TX. 5 liters to be Grade 60 \9 I 8-O � 2-6 �O / _ _ ' I , P oX —___ and the bar size 'as specified by the manufacturer. EXi-11 Wa//' �4 3 2— - --� --- nt acin in Splicers are to match the"reinforceme sp gm 'the basin -walls and' base' slabs. Contractor•to grease threads=and cap with a threaded plastic h I 61 plug per' manufacturers recommendations. _ 20 3D 8 30. rl l4 W � /PI e - <ryP I IAl —I c ( 4 Q walle ... ( �1 N I ✓., A(7yp,)_ ` m \_ IT) /O - 3 T"I�e ii N 'N 8x/B N Lo \N � 2-= — L-A I t_— . ---- - N C In / 9 a 7 w )_(rye,)SECTIOND > a I o ¢ o I - � 1 �---�---------- -__t _ _ 0 � _ _c SCALE I14..=1_0.. _ _Extrq_Fars Z p _ ao Y YP i? = N : I •, •. — 5 s E. o f16.42 a t n j / lrarie5 2 9D>to 0, 20 ow - •' G (NSsParg/a Pay -- RECORD DRAWING � z _ _.Z v a n N.T. S. - --- -- — Q MAY a `iy l9 N I N --- -_ __ EL _5.20 - 19, � • • , , Y 6 1968 DATE M i N NO- -- 1411B r U [-•� •-.. � . , � �Yef !r1/e// !�1/a// 4'erJforce�nent - _ /n �\ dC 2,70 / _T .c8 /i • l� I --- EL,_ 5hawrr 5 q_ /for' ¢'/rVa s - ; Z -- - _ - 0. D -2-- fl Wqf r fo as red 6 _ s . . b N 0 �. _ o Leave forms //zP 47ce_7Lo s # I T 13 ,_ YP •., _:- -- Re/nove>�?rms /or _ _ �'/2 I u < bo_o b 1 1 EL.5.I5 EL--7 Po p o Min. _ - 4tZ / r, EL. 7Q_ ,. m O #849 �o r s # 7@ Co T \9 - # i z/zs/e� Ca/ I d YP ¢ Anchors X 9 ; •. _H0 (ed out oaole/ Bar sp/rcers J `. >• ._:_ -..- . . _... .... N D •.. A/t. Ca /Sn NO, DATE REVISION \. APPROV. V ` � . , , , 6, ,gyp � • ' •° � •,, � .•., •• _ � •e;�.p.' c ---'_----'N - -- ° L �./, CITY OF LA PORTE ..,.. ••.I p •,• r l'LIOX� N MAIN WASTEWATER STEWATE TREATMENT PLANT Ge 2� #�@6 n PH ASE I EXPANSION Penvve Ex/5tir� .Te !� ; � // / .9 _ /i /r } # /i it (n BG T n Faofin . �Pemo✓e fxoa�ed %� l2 t.4'b; #BGdG t'c f, #o®% b.. %/P' l __ :r /i,77Z /0,. / INFLUENT LIFT STATION STRUCTURAL Concrr.,/e� _ fi%/ YodW �n-. , SECTION B PLANS 8► SECTIONS. - I r°/icero see Alo/a --- - _ c N s No 3' SCALE. l/4 -I-O DETAIL 3 0����a TurnerColfie Br � aden Inc CONSULTING ENGINEERS N.T. S. — ;� o = ?� SECTION , � . •�!`� � ,�A, %A T N'. _A ,., o TEXAS AUS INIDALLASIEL PASO/HOUSTON/PORT ARTHUR -.... -- - - .> _°• w \ i sk , __. COLORADO DENVERIGRAND (UNCTION —` SCALE; :I/4-ft0 w � nO Psi i:: e, �.. 133.153 / . Unit ALLEN soalec AS NOTED Date MAY-19B5 u. ,..- .. _ Designed: L. LOUGA . cheoked Job No13 02000 022ontraot I Draw J, DURANTE n Approved Sheet of '- I0' 31 .4 ' .. d ,.. z'1 /o i NOTES n I 1. All gritvalvesand pipework to be 4" dial ductile rn Isis - _.----- - — - _ �BrOh l-0 CC2Jc20_.7 p here noted otherwise; iron exce t w 2. Flanged adapters on grit pump piping to be restrained Q 'l 6-- — --- type, Dresser Style 127 or equal._ Z T --- --- - - V 6„R S_creedita-Chpnne/ ::_ , 3. Check valve to be N-Type as manufactured by Saunders / 9 •a. , l-0 i�] Co/umn Valve Inc. l or equal. Body to be lined with soft alLe f o © • _# rubber with a neoprene disc. ✓- Eon/2.5 „_ s„ / n n h f 4 G w 5fd Hook X2 o.c. 9 _9 a 4. Weirless diaphragm' valves to be as manufactured by E i - v . _.p- rla�ce Hose v,ov r r/oa I _ �V - -- Saunders Valve Inc. or ITT Grinnell Corp. T _ ! x io \ Tv I �L2X2x3 \ C /o.) I Too L'onG gNac/1 Ha//�rai/ - 5. Automatic electrical operators for weirless diaphragm Y C,rahey 4 6 LaP l✓/fh .__ ��a/�anf•'el�Ne�'a/ draorte/s` I ( � _._. � - Yumr/ ,9fee/ .- valves to be 115V, 1-Phase, 60 Hertz and manufacturedit ; V `� 20/P5 4yn., " 1=F /n a/i`zd I by Philadelphia Gear (Limttorque), or Raymond Control / L¢00'_ a "o/ Systems (RCS), Division of Vapor Corporation. Opera- ® _.._. - for to be furbished with automatically declutchable ' I Chaane railed - I C8X//.5 ro5 I toG. Mud !/a/ye" _. handwheel for manual operation. " 6"IVjU0' IW/ m /ve: y - --- ryT 3 e 6 �L..• i 2rr a (�II �raHn 0'I #3 5 lral W 6 /tch I 9 o MANUAL BAR SCREEN DETAIL P /! P o° I I I N� li I I 3 A C N E AIL I a0 w/one flat turn ICI, I i Mnua I \ SCALE'• 1/2 - 1-0 a tO - N II I p � b0 fi`om. III) a / � r -- _- B_ ro ✓c' nrf r ead r_=, ` -- I> ', D M Aufomafic; tlecfiical) S re n s /Pe d. gee ,S/ansa.,� - l Aar. _ I 9 — _ Scree:_/ _ O rLtfec/" • n n s_ 1 t,f _" oo r 9-- -.- +—� C C efe Der`gi/9ft'et a P - Screen ' , " _ iA I a l SCif cree or. I " 3 0 a_ y - P5 " - " _6, u - 4 A/r Nedder `/ange i ValVe• -5 ,8- toChute o 3 O 2 3-O / a CTyp.) a n .A , 5) -- - — -- O „ . 0 ; -- - 0 30 A-2 o� ,A-4, 0-3) ee C n e d p,han/ �.� p Fo !:, /� \ . I I DRILLED SHAFT .CTyp)_ r Onv Ya e ", vde6ae \� ► DETAIL 2 I I P I h I I I � .� __ : \ . p I _ I-H4ndwheel . N.T. S. - --- _ _ - 5 ra hrcr Vglve a o N A p gm o� _ t _ -- _ N yf iT rr a _ YP w w t_ _ - �- Z ,l : , ,, ,, 6 eiu RL- -N— _ _ Make C'n�neafin �O Cla55i>tier � ❑ 4 .X 3 4 8 L/ P - dal _e. (T 0 0 E O Qr E Q _ � r, ; Ana` # y 9 Th/ck_W 4 SCALE• I/4 I 0 / m s P Z m �_ @_ 2ne. i ! 7 _ / . w, cone . ( I //�inUa/Ulers Drawfi 5, z----- I 9 CD o Z L d - __ - - Mechan/cal _ as In 2oR/sets 7 " 9Treads 'lO" 3-01 ! — _ �., . -& 725 _ Bar Screen - el owu r- _ Sl/de Gafe S rde (Safes.. _ FClaS I e - _l _ <t e (Manua/ Aar I Screen I, _ - _aloe_.. x n , 1 I. t! a 1 e + a _ / /i , / m Sef C 4551 let ? 1, v _ Gratin l-D, _ /-0 4,AlrH ceder _ /io ro> l 6 3- 2-coo 2-O - ' r d/ G rd Z 9--\ 3 O 1 3 O e 3 D i Sp n e u e cdr5o9har o 3.0,, /4-0 fp5alel o m a 9¢O/2 EL, 29,0 \ o � a _ y�'roirl edJce m _ 46 G Of S/a b, C c one In/e / f rsche.ge_Chve- W/CcYJveyor 2 6 e •• /_ r d aP PLAN a " _ W S EL.26.3 3 mrn anon s _ __ Max 7 l9 Gl erro/ x. S \ •, To ofWeir�'L.259/ ,, m L, :L• 5 68 ar elr , / e �f a . . �q b ,•_ P !�/ of 1. I Lt1 : • - G Blna F/8n 45 _ 1 tit C/crssrfi „ all-- wh' O era ec/ - / o :•.,.. .. � S � . !✓elv�/ess Dice hrogrrJ •or • y � O --- o✓a/ve . EL, 22.33 2 /plily valve h9Awe/� /06 .a. . 4 8 �. _ n e h 4e/ t. b. g G / 3 9-6 / 3 _ n Rubber Llnec% 9 6 a.. -- _ Conn ro Pr e H e G.Dram _ F/g, ecf n „ p an . r Rub er l>rsK _ ,a 9 C clone I k asda6 !`�6 Hose D TA 3 • 30 :• � „ � y Check l/a/Ue �� /e ! ; v 6 Mud 11alve , r „ � , " �Pe yy�fw/s Connection _ - N.T.s. , w 4'60� Z_l3ronze.Cn><eyalre EL' 1705 yp CT , � r 4X2_Reducer __ 3 � _ F�l eof _1--- 9 - -Fi #7 , D - - neGr. G w Maf bin owe C R, / 9 one _Pave EL.15.33 G D A/rOrffuser ,., ent z // Deo (W.)- "I •% 6 .: W a n r � O 4®2 f f r 9u /•!6 6 0 " --- 5e EL. /2 2` %k. a SCT% „� G - 07 1 , P �. � ll,r1Qo 1- ft ll, 25'0 '_ _ w�a W _ a 2`El. 07 ❑ - rr rr n Aea tf, 6e6 b,r, i SECTION D � 24 - Gnt Suction a_ ryp.a Scree H o ❑ . ' L GRIT PUMPDETAI o /� .a 2-O C. \ o : ana'w :eel N.T. S. E ¢ z see -Notes / 2 3 4 _ i I w 3 o e:_i ti '. q Graf '1 fir c - -- rn F_ 8 ra r2n / �* o ff a SECTION A g / 1 # �, {� o r 3 P w _ Handcar/CT ) i 6rafin12 r ¢Gdrol .e. 4 _ . rlvK_ YP cryP) tgee e `t I / SCALE: 0 r /r COnve Or /L p e M / i/ 20 _ EL,29,0 I EL,29.0 NI L _ 4A/r �.� '.. . ®................e eeee eoe• „ _ _ . _. . •,. � // -- ..' .. _ ---- - PETER7. GOLDSMITH r/alve�xwp......o.e............o....� SECTION E - ® e Q Mox,W.S. , , . " J -- v; MaX.W.s. EG"26.g7-_ _ I o e ®e n _ z o Dram D ,^A 55187 N:Ts: s F E1.26,3 • . lNax.:WS.EL:2G,37 { e Mox.W.S EL 2 ,37 EL.24.50 - L �OWN �� ♦ ; [ �g ? AlrDff erDrop ( , GOr S c 9 4. Co �crefe , ,...., C 4 Grit , u dons S/O /.25 3 _ _ l f�_,,,; Pavement o�n ,-- ✓; _/ G OR �rnr» ClaS lan _ � � ,.•.. :�•::. #7eG` l9 �rlua� � ® 5/�er/cryo e, d - „ m t/a/v / 20.'0 Grit .Pum s - w/Mafchm ap E o - e P Ta• o1 ain,1 . /o . G "Drain m ., 9 ., P/pC HGn9--;' #4e 12 p rPe✓ised to Works wa// ffirckneas u umn sfee✓n Dowels # �— - - / W/th /,/ekv�/, I �/8` 9, Co @ rc Dut 6r_a!//j� 'Y Addrw/Co/imn:rze. �f%'/ - _ : Q)CCIRSSI/elm NO. DATEREVISION % _: _ __- _.__-. n /i ',, / -._, •. ... - A PROV. w EL.18.0 EL /20 o reed. 0 /Match- X 20 CITY' OF LA PORTE EL.1725 EL.17e0 9 M I- <t:. _ •/ � :: :. �` /n' _. ,. — � ... AW ..WASTEWATER TREATMENT- PLANT /5 PHASE I EXPANSION .o r-e ;, aos 4 Grlt Sucfio „ o - scALE: va=1=o" HEADWORKS C l�Fhszs •: 4-0 ,.�' _•�, T�� Ei/4ao SITE PLAN.. DETAIL. 4 MECHANICAL & STRUCTURAL - SCALE: I_-20o__ 6 PLANS _ & SECTIONS �� Turner Collie Braden In uir, ����� .. -(O ,µ '. _ S � ..- ... t • - d � ' � CONSULTING ENGINEERS �o W I . <:, ,a: G� ORGE.ORLAND0,PU1G ,� TEXAS AU TIN �. ,.«.e. cello/ S IDALLAS/EL PASOItiOUSTON/PORT ARTHUR -. E�I� _. f^.a,.g.............F 8 COLORADO D NV R R N J i�^C -J349 '�� E E IG A DIUNCTION ..:-�7v T;•-.mod #7eG" pp$3Av 1s9 . , . • 5$ nit ALLEN _ scales AS NOTE Date MAY -IL^� S5 N __ SECTION 8 Designed P. GOLDSMITH Checked Job ol3-02000-0 ., . .. 1 9 N 22ontraot - / y, 5e6 SCALE: 14 =1-0 : _ �J G-O _ / J: Drown J:DURANTE Approved Sheet '.I ( of i 31 NO /addendum No; z -- /6'�0 ` iI Q I I Z 0 w U uT Z 2 ¢o- -o- . w m o - Z m o w a 0 o — U 9 0 x z 5 a a t o a U a 1 �o (Z a s s � U m Z `¢i 0 y a a Q w _ a 0 U O o � G y y U > Ja I> t I y N I H H II I _ r 308 tTe rE 3/4 P6•l TO e6'NTER Q OF CLA e Ar7,geg .Ni W/C01f1f0.5/O,,V RES/g rIA16 �_ Q BRACKETS TD BIP/D6E sr,�ucru�E see sfandard s/eel Delail5hl :iio r shee i` For, O ren fatran . ro c/a�i�ier r`4- 0' �1 I El. 22. o0 o /2 jll2 Gravel Trench h a a / p eta ' dordrain I i o __ ' �r2 . ie, '/ t ire{� i I ! I — v kn yPT-1 3/4' No5E ales 2, sovZl� 13,P/DC2E ,PECK. A IX \\ \ 10" Telescopic Valve`'With II , i i I i (�" Telescopic Valve. With (dJ To NAND RAIL �/ \`�\ Handwheel Operotar I p ,r \ �r �� �_�: � t} % �eNandwheel D erator A see sfandard Corrrele Detail shOPP f,' /< -- 11 ' ForWafersr`o <T ) RETIE F VAGVE " E1. . .� P yP' 2 A =o rell12 61 \ \ / sump-= ��/z A4=UALLY SPAGEO \\\' '' � Ta \ \ 3/4'/NOSE 18/B8 EL, 137.n o " �•� see.sfanclard C'rnerale Dekd ght For Pipe Pel7e ration NoTEr NOSE 81885 To I, �„ 1, 6r, /, 6,, Ir_lou (T BE OPW MODEL YP•) G33F. , u 3lOdY'3, "yo,X8., S/u4ye eoX , I 008CRere PAD I„ l-0„ B D 5@ all13 '' 1�4 SECTION A \ SCALE; N.T.S. — Win 18 As M. J. N= �� �yP/cap for ci�rrfe.a �¢ SLUDGE BOX ' P L A N PLAN SCALE: N.T.S. 1. 3" clear cover for walls and s 0 TrcadS 9leg,footin except �-� � 4 where noted. SCALE: N.T.S. 7 /5cr5 2. Use alunintun_handrails __in all / 3 locations where req' d. - Grating 3/�"Hosebibb - -�• - -- � T.O.C. v 2o.gy I ® Qj � � p i N ' B EL, ;?too -Skimmer ,Assembly E 22 I _ Blind F/an5re Ii w.6 �/IKX 6✓S 21.03 II- _.__ _ 1 Or - - �� _ 3C/i s a• /d"Play Ya/Ye I :� w/ Handwheel I ;� I 70 Ou j. D. cr,cb° . r—r � I m C)` \ $ r---m`'r I 11-41- 70'gS - i E1.9.83 ` -` ' r# 5@l0 ttioR,2Gkour _ RAQ l0 12 V. 9.83 MAY 6 1988 ji DATE /2 (TYP.) "A PLAN /2" t PLAN v q�,.,- /O"f# - EL.3.5/ 5@/2"e.w, 5� ® �E OF rc-,N � S �� C �f / Q� �/ t1 .--. #58.6'I �.OF®°°ae.ee�ee".�V' - R14L - � eee e 2 �6EORGE ORLANDO PUIG o PETER J. GOLDSMITH TYPICAL WALL AND SLAB DETAIL ®. ..... r n t . ...e».�33459 ..a.. 9 �.......................... /2- �o °r, N.T. S. n r a y4 6-3 Rad oo�`�� d0�p'.•9�c- 55187 �J� SECTIONAL ELEVATION ILO't /0-6"-o"- n N.T,S. I n , u I u ' B ®®®o®oed\!Ij C 0� SIONA I1/2uN I r/2'r 3�� Ft AT Hl�, lo` 6 3-9 /-lo I-� 3 9 o'lCn ` a n p , n - ft , n �.0 8 - 5fn..�Si/..Scum Baffle - � -'- 2 F/�/f 6 2-O 2' D 3 -8 311 5GRE4f9`W� , 9n 6r/ Apply Mastic Seal 2 3CLR 0 ANCNOk BOLTS yJIPPL/ED BY CLAR/F/ER /��(on�Holes For 3�resk,Fl.Hd, Screws !n/ASNERS�',VutS „ Compound Between I 1 N EIJ.lBi /7ECHv/SM //A1fOF. /4 Weir Plate And Concrete Gf w/ SCUM BAFFLE AND WEIR DETAIL N.T. S. ... ;. � s , a TySEAL $LAa Wafers%p qp.) ` 4 ii USCG'' - 5Ll G rn" z GJATER5Z4P(Ty, i m Added¢JC4an9ed Rein,. on ETA/1-"2 ` � NO DATE REVISION ..APPROV. (T 3 #5 � ECG'' CITY OF LA PORTE M.MAIN WASTEWATER TREATMENT PLANT • a --4 tiU6 ° :.:::. EL.102 :`..• PHASE I EXPANSION FINAL CLARIFIER 3�Co" 5� G" 3�6" SECTIONAL ELEVATION PLANS & SECTIONS 1-3L4 Ta .2`l CPOl1T AS Turner Coiiie Braden Inc. REI9`O, 5V MFCR, CONSULTING ENGINEERS SECTION B Q TEXAS: AUSTINIDALLASIEL PASOIHOUSTON/PORT ARTHUR CN.T.S. ENTER PIER SUPPORT COLORADO DENVERIGRAND JUNCTION _ ., N.T. S. Herz. Unit ALLEN Scale: Vert. S SHOWN Date MAY 1985 Designed L.L / P.G. Checked Job No.I3-02000-022COntmet I Drawn L.GONZALES Approved Sheet 12 of -31 ,¢a'clena/u1W /Vo. Z 1610 - NOTE TE - 0 1. Scum trough � 9h sprays and controls are: to �Pl✓ m, ro be /f ♦ provided in existing clarifier scum C/ir //o/d Oaa✓n Pr e G/am ��+ P P boxes. 9 Rov><e Fro`m�—✓ �]' �-~.. �4 Ono1 t Braok�{ pQ � B/� 45 end�Ga/vf/ Meares ?4PLrne 5016171,7cl valve, i 2°X �� Nrho P1V 4/yer Fabricat(oa.) - scum S/rimrr,'er /lechanrsm a C/ari�ier ue t s ra Nozz/e Ur7r e{ /Zl. r II: roa h F/at 5 lay,t/o.,o7o tJ Frftrn- t Anchor, Bra/fs /1T S Cum Tr"DU h✓ / Pry E 3 I Em hedmPnf . �..- r ica/ Pro . scam Troa h �R e ' rrfi r _ __T /ca _:ForC/ari_/c s 2 or Scarrr y� / f v� �/U of E"ff' Trov h Acf� afr On • ✓ SCU/Yl Dresser Ca / s /a - r/eChaa Sf /e 3B ol��ap 'E a/ — _ B Ge / n NOTES - 34LO 1. 30" sluice gates to be for a seating head` =•' a _ , _ It / , // r A , of 15 feet. Handwheel pedestals to "be of l-O !3- / 8 0 /3'-/ ° /-D !-0 4 O 6 O 3-O 4-O / O GLOA 4=0' l-O° cast_ iron. Hcrr/draii lLD" l'O" — 2. Limiting slope for approach line to be O Flow Recorder on _Lr29r5d -- - _ HariolTY ,)--_---__ _ -__------- C coordinated with nozzle manufacturer's _P _ _._S.Se_.Bracket TYP) - - - —L requirements. In no case is slope to -- -- -- -- ® exceed .0021 ft/ft. (M; l'Ye/rML - Li_ siti \ oCLar_rec'::• ._-AA.nv--lU'G ' L/a A/.n✓ lu-c-.__- /We/r ._-_.-----•+>•r r lD, r�. �. . cam... .r _ :_ L.tar/ .I '� ; i � ; I, '�T. _ � \ V• . , 23.7 _ EL. _r/ .:: EL. -0 -5 � _ EL.23.75 . _ . Mdfchin9 1 f __ 5a6 W/ _- I :. Dowel 0 - - _ .. _. rYe 5, � `C- 1 d Mdfchm 7r h Max..Ws.. -_ x {Y5 - 54 Dowel ej.21e 3o o — O I 12'-oN i N Tel RE/,�/FOKUNG �! , r. I u _. 1. „ -e , \ I '.. __. _, .-.._._.. _ _._. .0 r • .a .: -. _. 3-D x 3 O s/N/c 9R ra wacc ,< �, From 46-a� ion -Basin - L _ .. _.� v < -- _ _ _AFGr E e /8,0 a r.AA ai ko Stair \q i //v ec N �' N I Lands L� , „ Iere,,. - 9 /2 -o ✓2 R4 t. b. @t e Mafch/n n a_ 4eGA Dowe/ 9 i 3 ace. / ML _ 3Q ML o \ _ • __. i I so Lar_c crLL -- __ - a,,. CT N ers r_e _d .. U° P) O 1 C./ . D,- - •sere J .J \ i..-Kennlson I Q o- , Well e r . Nozz/e i m O 4 Y ' CtGeG #6C�12 . ht 36 I h i-I-- --- - SECTION B L __ o _ SECTION D S // , „ I .. _ 3 rr He der _ „ c0 \ .c A a A _ - co de a I � -- SCALE: I/4 I 0 F/Ow Re- . r_ r L: ,SCALE:- _ — W � Fron7: �, _ _ I ,_ _ m� ;_O - - _EXIS_ _ �, Ld > _: ead I7F5 I N _ rai Hand l w A ar CazPp 9 PP (T :) / N r a YP /r. a ease Z I - [� o F _ L.29 50 n o w _ GE55 /?ES i A L'O _ �8ee Note Z /� _ \ Y� _: o :; 30S ce 6 fe � 00 p o lu/ a � _ _ ,_. o- 4 orE cf/. w : � , _ ELr�5,5O. _ _ N o \ V�h H ceder_ _ // 5 3 W.-- _ n 2 _ 4 EL 4.5 -Bull ( � it u r on -- 4' n /! c n_ , _ /, / _ / n 4 D l0 G D l - 5 O _ 8 _ -8 % /O : ro _.: _ _ _ y _ n • orop / erBtor_ / r YP 30 n „ T _ C / R , o l % AS . 38 G Y - - R - v ( 24 AS i F,G, EL,-/-8.0 36 -� n < �4 ;30 _ PLAN _ — •. a. dr A RS G n _ SCALE! aN + 5 0 30 3a - — Pr d rro . _L c / From Proposed ose \Z e Vj /O -lil .•,. � fL`ECr1050 I ., T - EL /D.0 0 Q rc3 ll // r Ylf'De�O w a l-G l-8 /-8 /- Handrai/(T .} G®/2 YP 3 6 rJ StdrrLandi�pjg 6-�- I A �w � 6 7 /0 6eGt.f. 60/26f • 2- 4 ExfrpGd Brockef ELr29.50 SECTION C- mr g , z w .... : _ _ >.. _- •-: ... _ SCALE: va -i-o bETQ I L ( __ F a 3 Q m - ,., n_ • .•: :. : , : ' :' :: 5� �" /8 Bronze. 0 W N.T. S. E~ ¢� o 0 3 0 1 Needle Va ve I P. - 3 r 2_ so o z e E•-� o ( a DOW l B K Co e ___._ _u- .r. OF. PP ®® �a . E T , e a R. ( °.. -tc h _ _- ry- .//�J TYP\ 4 58 �/ _ P Process 9 � .�•.a. a • . . a = EL.2444( . - / i EL.24r20. P Q •'i � e .. ._ 4$� w � - - Water Su l o t~ S o U PP Y 8 a 01ke •° ` � h _ • / / ,g .:<...°l..e:...--^pr �aa•eee ee eea aseeeeaee•e_.°°a ,oH # I —_ _ ...� -$FORGE 6RLA,dUU PUI°..� � �, r. GOLDSMITH i N v � h \9 -_._ Sln. Sf/ — :::_.. _ ,. ...,ems L PETER J. GO a Mat h ,- ro n m e J 9 2 Sed entTra - - _ .a. w a ,5187 � 50/ w M chr \ of n __ /m - -� .. ' � .� , ,.�Qu..•.v Dowels a0 . � . � P 4 •� .9 w i o Mdfc / Dowels F,G.: .. ' Drain. to F/ow o� .., . ... •. � r a �. F ELr:lBo � p Dowels o c,\ - � � d . / ,•. �t• 5 l�fim Chamber _ / 9 r w 1, o .. __ /, r - 9 --- 4 ,.. o 1 _ _ _ c - a><chln l9 m C► O � Pi e � -Bowe/ Q Y. s ro o w r ecSNfin2_,Sronze Solid Wedge _ �--_ s e e W n // Q eo f Per _ F/uv __ 3 3 — _ -G e T _ . 0 -: Recorder:_iYJaoA�r✓x.- - - _---- -- _ q Landrl #4eG°_ ro I -0P. _ 2 / e, K Go er Pr n- e d ovide ( w/ _ : r : _ fs _ - � PP P AS R t Pro_4 Over/a End s .. (T ,) — Bubbler S stem - YP _ rr. Ce / -- - 2 l A A / _ P/u ed Crosses _ Ga/✓. S 1. Anchor _ 3ro 99 _ / . l rl - - T o -X w/ - yp. for ROdd/n f3 /t5 8 8d , Can ed drmena7ons on fas s/de ,r.1o'o� Ne7re {ar ReinF. - I I ( : a `, 4 - - -EL IO.O--- 2 0 Washer 7 /Vuf. s.. '_.. —� -- — —.— __. _ :-_. _ _ ---II ( . ,., b .60 .... -... ( REVISION APPROV. . - NO. DATE — — — — 2 : CITY OF LA PORTE 27 Dra/ o /o .s /ruin Chamber-: _ 'MAIN WASTEWATER TREATMENT PLANT WEIR -DETAIL 2 PHASE .I EXPANSION SCALE: 3/4'I_ I,_0„: • FLOW SPLITTING CHAMBER #6�G"fare-o"�Vidffi" SCHEMATIC OF STILLING WELL I � . _ o€ Wq/lG 'Stair Landis ! _ FOR FLOW MEASUREMENT Turner C011le`Braden Inc. -. SECTION ,. A - _ - CONSULTING ENGINEERS SCALE: 1/4!'-1=0' N.T. S. TEXAS-.-. ---. _eLAT Ace COLOIADO DENVERIG EL DJUNOUSTON/PORT ARTHUR ?J<31 COLORADO DENVER/GRAND IUNCTiON Y Unit h LL E N ! Sooler AS NOT Date MAY ` 1985 , Designed P- GOLDSMITH - Cheoked Job No.13-02000.022contraot L F Drown J. DURANT - -- a n E :Approved ' Sheet -.14 of - 31 E. /t3963 Muj "3 Z ( ° a x N = B/ii�d F/ange -o m a o - (WET WELL ONLY) PLAN AT ELEVATION 18.50 PLAN AT ELEVATION° 21.00 o ;r SCALE: 3/8°=i -0� SCALE: 3/8, 1'-0 J - - r n 1, # 0' 5@� 90 Berlo/ F/'ram T�) 9 l f� - -- - /� r Alum! um Ace Hatch_Cover. n -- � L.J /lo, x 6 Co/vG .PeD♦ r ....Per Pump Manufacturer. 1 1p�i5e-5.6' 1f2 -� AS Pt , G 4�i bend F/ Dd T Opening iSie.e Required Fo r/ y iYP� ASr T , va Pump Remo l P r i ZZ -- --El._ 2_►.0.0 ; _ , _°/3 .Ped Ya/,%e.P/essute_ v - Sensors`8eries'4�v 1 `c1\\ r O� -_D � .9 G PY j t O .45 Bend ' (TyP� W . T yP x3 A fc .9�' trTi"� G Cane Be//l yP) PIK .9 4-_.S:Extr_p..- _..... „ 9 -..:. ed F/ d I I Gu , de RQI/S l9 I i /o!lCt; Fig. PLAN 7 - - -_ � a O E/. /232 W { — � � _ £ to,,Ll_ E1. 1&00 -... J P. D. k 4 o - -r , . ♦ - _- l9 MBfer a f I 1. 1 &i:00. E a w z `>� #} - � rp � e '1 CO fruofi GYO 4@ 2 6 cli .•. a � e. �'°eo i ° eooaseeeo O `I (' ��,. 4 ., - .. i. / i ,. e• owl � eea eo oea oe •see .., ,¢ O a OC a Q 3 C!/ r0 _sa _ I 3 ., . . 2% ......._. . ___♦9Pee E.TER`J. GO LDSMITH HT R /2.5O .......................... YP OND PUIP5518 .. w¢ , I. 0 v oD O �. .._ - -.... 1 _ �.:: :- „ � O . ,.[/q..•. <..,..er ram. ..0 �1 01 5��o Oe S �a _ �„ N �♦ ._ m y, I R I 2 y u I <o I Wig I ,> a Arr CellIfMdx Exc4vafed _ - �i R WAS P 3 _ 9 , YP 1 ' • _-D f rde- ..moo. vent.rh/nes _ a r Lr r n o 2 f�`_9�rYorr .,.... _ _ ... ELEVATION afion_YU men/_` ::.. - --- --- , • • . , ... ...... , ,• , 4 , 6 /i3 0 i 1 % D .- NO. DATE E I50 PP OV .. CITY OF LA:_ P0`RTE / N e / DETAIL.AI ASTEWATER TREATMENT PLANT - _._:_ _. f 3 8 :_X SCALE: / -I 0 8EXPANSION , , O- r -D _ /l5 H/9h A/a m N _ .RETURN 7 WASTE:.:. ACTIVATED SLUDGE — SECTION A e QN H • .. , PUMPING,....STATION MEC .. TRUC. N .T S. - - - -83 S E/•-//- 21—Lo?9�ulx1P—O -RMORD DRAWINGTurnerColh e Braclen Inc. .., —­10 1988 CONSULTING ENGINEERSDATE - 7 TE%ASA TIN A A US /D LL S/EL PASO/HOUS70N/PORT ARTHUR COLORADO [IENVER/GRAND (UNCTION UnIt ALLEN Soulet, AS NOTE9,,j Date MAY 1985 - Desi ned. Cheoked ` Job o 3-020 0 o 1 o J. WELLS N .i 00022 ntra t .. Drawn Approved Sheet o J.-GARNER va d h I5 t 31 l 1 NOTES �/ - PROP: EXI 1. Breakout existing wall extension and footing extension ST. 9. and our new wall a a�nst e i / P x sung wall as form. Coat �I 3fd' ,v ewall . �f'Oi u9 gee !�/ofe� existing ;wTth 53 O - 9bon breaker prior to placing new concrete. 9 r , Pe /ace EXi fi {'/Ue _ / + e P S E�/ _ n 2,, Strap and support -all : a� r /2 25O Q - 3(0 � E{',/'�U !7f - � Pheaders as required. See- I 25 O /� l2 ei Pa e r / 'e ti/ r / f r✓ fh of C?S Standard Concrete Deta� Sheet. _ I P�reak ouf andf?orm; L �f /° _ • 5ho!✓/! e/ow• 3. Twoexisting 7h:horse ower non= otable water pumps O XG-O O erJ/r7 /rI cr------- --- B 9_ P P pumps P 9 _ -- located at the - Chlorine Contact Basin are to be eXisfin-9 p : re- E/.�/ a/L D�eq!9 Eff! eaf l✓eo moved and replaced - I, as requiredwTth:two Proposed !s.oo P/afe 20 horsepower process water pumps designated PWP-1 I r and RWP 2. Set inlet to first'stage ;@ E1. 10:00 r i N of each; um _As a result f' 2 0 25pa:@3-o 9 0 ,., P P o this change., thee: �; - foYlowrn modrfTcatrons are to b .; � O l-ryp.J oro r 9 a made to the existing P5 t u electrical d�sL distribution system. - Y � e s __ r s rl e e G r e/i f a/U G es e 5 � P R I/ l Pr sur /Pe/e{' ba/ve a''. Each: of the two existing feeders':su 1 in power O 9 PP Y 9 _ See . Sfandard G'on cre{e See Sfanc/ard Conere{e ' ° 3/ /6.to the non. potable water pumps and 'their local X are -to be replaced -with three 10 rn - controls# , ra r r I !�/ d d s 3l/ e/ S o Ur P rdra/ 9h r %� M heef f � Sheef fbr Uncle n three`#12, and one #12 ground. Each proposed De{ar P N E/.: /Z00 feeder to be installed in existing ` 1-inch conduit f r g 4 OR-•O d a � — � d t existing feeder:' �: n n n I m that contained he x g - — -- - - -- o--- -- ;, N _. N I—_____ __, b, Each existing - motor- starter and its' appurtenances -I ------------ ------------- I ------------ 0 -- - controllin 'the existin nbn otable water pumps B 1-r.. _ I __ � T 9 9 P ., P P t — - _ _`- _ - -- - , I 4_BFV 4 FV U V U> 6 - - - is to be replaced with amotor-crrcuTt-protector. g I— � I � v + lfed r • r pia x2 5/o Ho%s type, full volts a '.nonreversrn combination Ir -- i /3 /3 /3 /3 YP 9 9 3 3 - I I ---- 2 For yfn.5f/. ArJchvrs starter as required. Each of the two }iroposed /� �p - R/5'e/' � I combination units located �ns�de the,chlorine 3 9G � L -� ffog IQ I N I — � enclosed in NEMA 4X-stainless building rig to be i 2 frCoTd5 � lO ( rdroi/ 1I I i de all of �.. _ steel and unit to -include 1 I DETA i L 2 r-t . s. the monitorinand control devices that were 5h eef ' L c f 9 _ P a ' SCALE 3/8 I 0 provided with the'-existin .starters.. Each i P 9 C ( Fo er /t / wmef !d h E /uenr O I � ff d proposed starter to be NEMA size 2c` Each proposed r�` p P P P L I to Fow r P circuit t / /ne one! starter to be provided with a 50 am motor c rcu a I .., , P P I, I. rotector and -thermal: overload heaters. Overload ellheaters to be selected on the basis of actual h � `� FXr trn i/eit/ca Turb/ne on o ab/ ' vi N P f e N motor rname late data. c o D/z p dr e Pu /U � Wat r m s to be if'e / ced with eW .. `� P P a N n- a;- Existing feeder routed. from motor control center.:. I' Brea 4 rid 9 �5. /S� / e5 Pi wonL� k /% aU � EX and e � _ ,, �!@ !?/afe� 5 o T e 62 As anufacfured Blower, and Dewateri n � •C .. �_- '. 9 P � f y M MCC B,.in the Pump. Bl w , 9_. o H o EX os,Bars I to be JPefair�ed see'No/e 3 fhrs Building to'the existin wirewa rn the Chlorine o_ I � 8 H!RGrvee Co. Cambrrd e Mass. 1 9 9 Y y v e i 9 And ra tl \ VI I ia' O D I Or wrn � OT BuT din to be 're laced with- three #3, and -one #8 a � Oi E a. 9 _ P I 9 u/ 9 d; der be bare 'round: as>re required. Proposed .fee to Q I 9 4 P a existing 1 inch conduit that i installed n ex st Q � v 9 a ti L. -•contained--the-existin feeder.- Existing feeder I i I: 9 9 �... I. , . B Prc� ss I f G ' a ¢B v _ � (°Ji(r .. - i the wirewa at he Chlorine Butl-din to also a ti, h a. n h Y 9 ti OC I o drn t B a en A AIr iro � � 9 9 acedwith three 3 'and one: 8 round as O 0 g N required. B/oi/er8/d v �' q v __ 4 BFV 4 FV __ _ T I a 9 1 a i _ icurrent ' g r._ i tin 80 am 3 ale breakerwith th � s! r4o U C'� _ Pro o5ec� d Existing P, P w I p _d + ) I limitin fuses located rn MCC B to be replace z L.. . 9 ¢ - t �' I .: to T e a current a 100 am 3 ale breaker with', o _. I I' M .. with p, P r er r n � i Ci AI ea Ci � aXG Pe eer H limT in fuses as required. Proposed breaker E----- --- ---------- -'----------------------- N - _ EX/5fir/ 0la// with 'current limiting fuses to protect the Z -- - -- - - -- - - Pro 2 CS PVC SC%ieciu/e 60 proposed feeder routed from MCC B in the Sludge - z I I _ P p ® ,• :.Blower` and Dewaterin Building to the Pump,: 9 9 �� _ E • SD / D 5 aCe 2 G O / 2 �` existin wrrewa rr the Chlorine BuTldin a o �0 2 5 3 3 S 5 9 2 2 2� X 4 9G loX�f Red. 9 Y 9 � ¢ � = P Or r I 6 OR / + w , _ .. -- 'Cowall upstream _. 0 7 G !T .J Oros �'E/./4.001T n el staff au e fixed p ¢ YP P yP) ; Connecf 6 . Stainless ste g 9 3 _ n 1 1( I O be ra _ Gauge to tem n s 9 - � (°J/2 , "f weir with S.StI. fas g 9 9 i °Ci To Ex/sf `7 o r , !!�P/cent I set at _I ated in 10 s of l foot with zero (,6`91A 91/. A.r Air eaarer,6@G g _ , , El . 17.00: PrP i P _.. _— /n Contact > � - •.... � ' N Ras/Q P06J1I To E/ //. 50 ra' Break out aria A0r'm r d ,. /Valle (o OR F/ 4.5Q + , ,, f9 5 % Gbwe/5 `1i`s A// Sl e5 i Alr In E / / e PrP 9 , Arp ffus r � — rr/ ExiSti� !/a//. Oro s_ Are -r j for razo 9 SECTION C D E TA I L P. yP PLAN _ _ 845//!S ✓r"ee, /Vote % SCALE 3/8 - I 0 — SCALE' 3/4 = I-0 SCALE: 3/16= I=0" I H r MUM v =.,., I��`� 3� Q - w E~ w w ��s� ii i3brl ¢ :. : : Q.. Oki > a I �e ;e i Z� , w ❑ w E-. ¢ + /2 O /2 D C5OF / l2 yay� O W ❑ / ,/ / r 2 0 9 -O 2-O la 61h. 5//, 41r Headcr �.a��®` a CPa•° °a< 9 �l 14 $fit all�ilra �— q if¢ ./? ®�P,a.°.....°,, � G o L18fc/1 mot > $�. 0 <° � ; • . j d. a : I fjre�Br ",+�• w.... _ __ : _ I I . -: ®* 4 R p. <' o H ! '-- sea.. wa/i.9f�!_ _ _ � co , - coat.. �E/20.95 -- -- " I o. a * �a.°>,. /a PETER J. GOLDSMITH o E-' El.20.00 �'E/.20.9j�" (, I I a...... UIG A/r Header \o I 6EOR6E ORLANDO PUIG � _ I I Cl. 20 00 I9 m®aa°55187oi 1459 e•. 1pe <(/ 9 � r 3x34elandn 4®,�•.Fa/' E�;: A., � Q p ,� I _j-- + e.rd75 t' 2 //Matehln Dowe/s!„ GQ F� ....°.° / __.,i, 1:1. _._ (,�}_ 8 %YR) / F/.iB.PS ��AOai®�a` �/ 0 Na%- 1q h ------ — — /\� 4 / T9P J------J �� n Pie 5u M& A5 Re a/ P P q �, ,a see 5�'lala/c/ COnCrefe # 11 #ti@l2 0G 9�G /Ma hrng �. Defa//Sheef. n ! 6X6 . (a ti/ MafChm Doti/e/5 , 4 El. l9.00 (T 2 F/a/ls I , ?�X24 1/lrree yP ocen/n9 (Typ. 2 /�/a/lgf Dowe/5 9 .+S.. N EL/4.Ei/coo w/r�afch/o f > `v Dok/e/s 9 / Dr/'P�ser Oro 5 r7 4 + /° s'P) n _ _ O ; � �:; sr,• -,r;•" -y8-9L Chori ed t•Yard hand foband m Mole /. : E/ J�JO a J(. NO. DATE REVISION PPROV. n u ro P/u Drain (TyP.) va�/clH�� CITY OF LA PORTE !o Plug. D n l/a a (yam) _ -- - # _ _ /% o" (� w `. ,�' LN WASTEWATER TREATMENT PLANT PHASE I EXPANSION h oral��r�y # CHLORINE CONTACT BASIN Y r_ � n �Bottom , _ __,^� fS@/2-To E 07/0 #G@GL o E Bo am_ /#5@/2 To e Pof/a!n r ff. , /�^ P, MECHANICAL a STRUCTURAL SECTION SECTION .Turner c Collie Braden Inc. A B -..: ' : ..... .. ___`•--...:_.— _...... .. ..: CONSULTINGENGINEERS SCALE 1/4a=1_0/ — _.. -. SCALE:1/4=I -O ' _�.. rn" TEXAS'AUSTIN/DALLAS/EL PASO/HOUSTON/PORT'ARTHUR :.. :COLORADO DENVER/GRAND (UNCTION ,U n nit_,ALLEN. Scale: AS SH Date MAY 1985 cloned P: GOLDSMITH checked Job No.13-2000022controot' Drawn Z A __L CON LES I approved:sheet 16- of - 31 _ za I -''" Dri//ed 8iiaffs Uaer SfeeC Co%umns.To. 2v / 0 WiFF fiz _ - IRECORD DRAWING ' A Bab Bend .S/.�� /Byx/2" TeG /� x /207ee /B'x /1"' Tee �0 9 e 9 1 , I `� �iho'/Bb e•� %B„F/Jon d /B"F/a ed �/B`xB�� Tee F/'d — _ _ n1 (. CeuP/any .9d�-` CeuP/iog AdPf.. T __. _._ fil- -A";W Comers Of Tp:Be D� z 6 /¢H5 G �GV/Ox/2J W//fx 00 Y A-30.2 �chvr - - n / EOf02 ro . cto I ¢" B O Ad>pfer �TgPJ I-e ed oo g i 5 J D NOTE . I :_� l�lox20 /Z: CV(row)_ _ �' _ ... _ _ ContracPor T Prnuide qr�d /ng/a// G Cadcrefe Par.C'ii/y' �I •f , : ! ..—!e"P,rv(ryPJ I - ::. : : Bu et• 5 /n C 'Yereo' �i : ' :. :: o _ O o _ mP 5 o a�� DETAIL f/5IO/reef owwer° N.T.S. — 2'xB" COV�REQ PARKING:...AREA PLAN � "Cant. eed lYT .See Detai/ 5 rw/i Sheet. I � SCALE: I =20-6 ° i . _ Prot//dB .:Knee Brice W/6 /2 /. p G` End aenr x - —type s e22 w/� 6 a�F __ tw/ x/2 PLAN._ 1 (./i/ini/ar To sect/a7 c) li 1 A Ba� -- _ I %i¢ H5 � I � � �I ¢" 5V DETAIL 2 I II WGx 20 � I — d U II N.T: S. O /8 yiT / !o Ly A 307 „ 5 do/{Bx 2 Cony — , /8 Anchor Bo/ts Wlth - _ /2 //4 /h 2 Pro "ectiai ------- — r.-I t t r e � 'To Cax're/G Ovemcaf .. �f .8A c /an 5 = o r5 !0 9 P )1 ✓ [R/G x 20i W/4x 240 11 k/ /O,r /2 I J } V�o r 7 , r wo,1D 300 P / w >rfc ith Z Flat a t 0 \ le q o Torn5 �' T Jbh! . _ _ 1, _ I "hi All z .t GG /l// _ DETAIL 3„ m� o w I _ z SECTION rG t N.T.S. TS N.T.S. I/ord-With w Z 2 E~ _ f?0w3 W u z o 3x3xA o Z /O A/r //gaffe Filfer/5i/taco Eo w _ _ _... SECTION E r¢ _- - o = —T e 'h- _� N.T.S. E a / SECTION 1 a /V. CN !2'i�t7 (3+ y fCp c 'f N.S. — on�ee T. .P,a 5tdndard 90 5 Z _ Heaa'er _ made seam'Contlruoug __•#3 �✓2 .• `\9 _ _Alov9:Wa Cenyth; a yP j®�� 3 . Fin. F/oar At Cox P 50 Coa //n 9dof. Pe 3/D"� $ iia/ w/G i/"fah e3Jr 9� 2 P S * i* 4)1'th 2F/at 14,1w5 ' ?_ I .,B a Top � Qotfom 1 .. I � ro" � 9it;'It Q D. iRUi� I _ �it/asta6/e /%G : •D : _ �, ,®s e• - NO: DATE ../. REVISION APPROV. � Eye/r y/caecd � � ' _ _ a •..F �,:• - ;-.e. , 5uevot E/ten F.�.� y c g•. CITY F Y 0 LA PORTS 'e J4 ua/ rvpi MAIN_ WASTEWATER TREATMENT __PA_ EN PLANT . / Chamfer / PHASE I EXPANSION t - _ _ P�5 ori✓en .•.4ro, --�, SON /a a, BLOWER BUILDING MECHANICAL � �°� COVERED? PARKING 'SECTIONS & DETAILS G 0e r AILS nTdi 'd ,�... � ;: ,_ 1`urnerColl>Ie�\/�1\/�Braden.Inc. fle'O_60fl0 APB B.Qe ......:.. i,... V . Y. -. - ;' CONSULTING ENGINEERS : - - +. 2 3/e of � y PETER1.:GOLD MITH;.... _ °ua. ie w°9<F.ew°'ennpne.v::..° - ' A TEXAS AUSTINIDALLAS/EL PA50 HOUSTON PORTARTHUR . SECTION I . ' _... _... .. S.ECT O N A -. .. _ .. .... e. _ - "�.? .. ycc77-} COEOIXADO DENVER RAND N O -... � ��t01'- '�,? .._.. /G JUNCTION _ ,... ' SCALE 3/8„--I 0 �< Ci ° r �* D � � .. SECTION -- _ _ r Unit A soale= MAY 1985 F ..°°n, LLEN AS SHOW Date 5SCALE; 'DETAIL l/2 ,•I o D Designed l R. GOLDSMITH: cheoked W Job No.13-02000022contraot i N.T.S. — Drawn A. AGUILAR Approved Sheet - I? of 31 �0 Tarr _ 0 ___ G f er ,� rt u f _ . teat afar.: , Y- 26 6 O Yenti , Lv _ Z sP ouf T - DOWn O Pi e(Typ.> (T •) EZf/v.5 P YP o n T 2 m 0 - r O � ` , D .."."•",",". V W it Con/kSeams, NOTES Lintel / ' e B ocR _Fill w/ Concrete r and out.Tn colors to • - H N t •''r 2-4(Typ.l Pipe ,op•nmps. j 1.:: Paint blower budding inside 5//6 �No/e,a4 �;�3 r „ b T, dins on the treatment lant__ Toggle Bolt Masonry 1 E•xt•ne /2 6•Sodd wo , match the ex�st�ng u 1 g p DD � + Op•ninp Both Sides. ;;lo1N, Tjp. J site. Caa/B Around r P/pe ? - - __•i____ Ik Ledge Height re Suit 4 `r(Typ. o//oramdl M - - Z /rP/0o 4 Elevation; /6 Gouge Sheetmeta/ ; 6 M,/n/mum P(Go/v.) Escutcheon �f/oar 9 -_ /a3•� Ledge '�T ) y,s yT081 Y _ ,: Pie . D L _ I x p O .f20 ! 'p. b _LaUVeCS W Sect S Concrete .. A�usteY le In W E S T. E A T.. ,� ,� y /r2 Pip. S 4B � — w Masonry B/oc� ' O. D. t 6 Screen, Pane/ _/ze 36_LYX N._ 3/J6 0 i/o/s, //4 0 X 3 ff As Req d By er Ex Bo/t Cancels ARCHITECTURAL ELEVATIONS P. _:: - -- , Ne/DhI Above Floor. when Caner•1• J 4 r a /. G Ledy (TYP.I _ H/gr/n n _1/eG7f// f/7 tl ., Y . N.T. S. Cost Mono//Jhleo// prF/oar Mod . F' C7_ E9ual AFa esi 28-4 S_ DETAIL: •; _ � ., 9 9_ _ l C N.T. S. `C vla � • _ � , 1 , � __ ------2-- 4 Extend 24 ....,-•,, - -_Cla s_/_i_ �n N�h � 3_ , _—•: — __Seald2__bo_ 5/des '� arc. d/ i_ u x - C SIX [3.4_ 4_Lo _ '— n9 O �l P N I Damper.- __--•-•— % ,'-E--A/r_Flo»�.__ � 'v; • _-Scresn_ s .0 P_._._._Fixed_ Louver c '.°i - ., ---=-- - o T 6 _-Musanr_y ,8lock Wa// I ,/ Grade Bm. IrT, (TR I YP) (: DETAIL Z i 1 a : w ? rv /8 - s01, I-: Cone. '• W/=4 ._ -dock-��, on o -- �. T , YP 0 en/r_z _ =o P 9 w FLOOR AND ROOF FRAMING PLAN N A O 1 '•— • •• o SCALE! I/4 - i-0 I :T2_14e.f• (TYP .) s I_ W od n FOUNDATION PLAN T. rypI W/2 r— + 1 e0 --�- a /1 w � SECTION C SECTION B ___-- � ,. Sealant faofh 3/des w WFxo Ea~ a Z s2 _ , n _ ! N.TS. 2 �O z N.TS. _ _EA M/ 2 o B0D�BCL _. 'JAMB _ 4 . _ n rtL,IgSO N.T.S. z Z 5 e�/O S N #` aYn/cT e �h� O ¢�/2 , f �. � Thresho�d n- 11 .o `\ / �Lx\ .. ..: _. _.0 1 0 /O ,- - _ !l BOGY O !77 -__ -. _-- Expansion ✓mnf : � ,. '• __ _ 4__Card . rd..F r _ _ -- _ � !" oor__5_to/o._---- ----- _ ... • , __Jt •;• � Chgarine rYoom On/y f b ro Equally Spaced S ILL , p /6 ; €. •. ,. DOOR• DETAIL 6 _SI - _ - N.T. S. •••6 DETAIL.. 5 - #3 5 {ral 6 llpiich N.T.S. N ('. 600 • �_ GEORGE ORLA;AGO PUtG 5, F 3.59 @z �39,azs SECTION -A N.T. S. — MAY :199✓3 DATE `4 3. 2/ze D6 Chaned"Prilars fe #46ers >ddeJ °Boni Bror»pfif/e On DEr t Q/ / 3 ��ai Chon ed No i s ' on f7oa :And Roo Fromin Plan 9 rth D n/cn ran r f 9 ' ' NO. DATE REVISION : APPROV. CITY OF LA PORTE MAIN WASTEWATER TREATMENT__ PLANT H XP SON ; P ASE I E AN l BLOWER BUILDING 'STRUCTURAL -_PLANS a SECTIONS Turner Collie Braden Inc. " CONSULTING ENGINEERS • TEXAS AUSTIN/DALLAS/EL PASO/HOUSTONIPORT ARTHUR :. COLORADO DENVERIGRAND JUNCTION Unit ALLEN Scale: AS NOTED Date MAY 1985 Designed L. LOUCA Checked 2 Job No.13k02000-022ontract 1 - T Drawn J. DURAN E ` - A roved oa Sheet of 18 31 O.2- ADDENDUM N � _ 20 AF 33166e /i Pump Confro/ — Ado/9< r�w Ab9hor_s Panel N , a - — - - NOTES N 87-0 n n = 1.: FRP flume liner by BIF or equal. 41 /-(o" /r r/ C/ean Out 4-Check rea/Ve : 4 P/, C/a q 2. Flume to have 3" throat and to be \9 Vii/vE 1 cast into flume channel with throat., a „ roach level and at El. 23.50. 4 F/y. Coa//ingAda/oter pp - _ N BnGafel/�r/ve el l7./3�- \9� I � 8u DR" � Y Fin, GradeI rxr C6, ✓_,V __ ___- Va IV -r t/8,r72e e, _ 8 DR nl -_ Ad W Su � / t a, 5,/7 �ustab orf P , � x P 4 DS /O G)C /Q _X.8_r Conc• S/ob o / ' 4rnless steel � .From Blower B.u/ c(i/I ►.. D/ffuser: Heoder(T Q} I I 9 I ------- SECTION rC . N.T. S. _— 10 3 TyP 'n 1 �r n q, U „ i _ 0 8 O, I G 2L61, a Plug 1/alve 3 l 2'0 rl-I 0. — rn . 8 xG Reducer ; Ll Flow ecorder, 8 - 9a — e. w # n R P. TB /I — 7eG EL. l/ O q p 4 NOS/rl (TyP•) gyp• .9 //2 /z_ConneotarrFrom F/u//�e T Stf//ny We// ,__ _ _ _ r ,. ; . •., Ci a I Na 5�/2 4®/2 /(p14- m e G /per 1 L o e, I _m 1 8n o - n / z m L tea/ 'er \ . p Er A _ _ Pe/aca/e Exis�� w _ _ - — — --- I _ m z ,.: i'. _ �'•= -- m -- —. _._ — —___ _ — —. — — — — - Dr es/ed : 7uc/ C � iT l n . _ � � o .; °07 - P _ -- -- _ -- -- -- ---' o I •_Purl s 3 O _ 4 P/u� tra/vG w Ex/e.,dcd o' z I: h - ' 1 4 '_ _ ¢¢._ �.o - w 4 _.. , >n Q 2 51. _Pressure- _ of ve _ � .•� � 8 6 R uc r 8 .90E/G ,_ O o --- -- -' x - d DETAIL 5 h ,,_ I _ . - N.7. S. At— , I a P \ :See Underalrai S S � ta/c7/ess feel \ I .....Deter/l Sht.:23_ BL.72.83 341Ix I �-S Lafetq! I _ __ �� � 4 80 _ew YP % \ 0 I > N „ h /O O 22 O 20-0 22-0 _ \ /D n// _ _ I EL• 8,83:' gn' DR Fled--5larloU led' I EL, 4,72 Ca b/G_ Alloch &A,,W CW,7e � pperated E� 2250 1 - L '^ i W w E\q F.,W z AB PLAN a Flow Recorc6r- o _8a / SCALE: s/I q- - 0. I _ _ —qI xle ed llan d/✓vhJ e9el E/. 22�,20 s r,4fry rr/j /— , 5P/ .xtG' /. _. ._ o -G 8 On 111q 1/a/ve PP 90V.Notch o _L.25.0 aEL.25.50 O :_ore a�^�oO �F9 •5o aaaa HE2EL240a P, 3ED/ecl7.OD - r .E.2 Ooe ar. `F• a°ZA . 9 1 EL, 2 3.TJo ..., \_ CO. , E / . � Z •� t° S •� r< e '1 5 EL. 2 1_ O In l e r a 25a a � E122. I _.. ..-:, ... a•. °en an Bob en.eoee oeaee Pe. O F EL. 2 25 _ EL 21 s r - a /6 K__Co en_ G oft 1 ,. .. : ,..;-- -EL•-. ,Oa_..:___. „ n : - PP _.... .z_ „kL::..,,... r I g 2 - . > 5. ,: P,.•e. _ el w Mafeh/n __ — ___ ___ ___--- F.e.a�....._„_.,....__....._ PETER.i. GOLDSMITH _/o pI, Pi e os Stilt-- Pi r7 To _co�ess _--- 0 � P 9_ P t ea....mo.a..,, : _ ..ae,aPaa. owe / er N •� o, I , D l t .note .. at'er- d ,. n n-- m {Ye/Ll:,' tor P,o y ^2. 0 ;:. _ P/a t/ev�s-e .e, �rG,.a•,., ®.p e'P 55187 u D ¢ 9 Sesser• Per 1 �er3th .,..... �._ ffi 0 <� Y W /l) _ w/Exf�d�d � t'a-. t_ ,. � 4 f, DETAI L � a � ION SCALE: I/4=1-0 �E/,/7, 00 >. .; Tyl u... YP — = 01 )0 .:... d -FRP 90VMth r n , all S:S !✓ hened to _ /2 An ho s 0 „ „ P rani p� „ _ _ 3 w v ® e 5 o cT /s o 9, ti of h/Ii_ _. ) CT ',) D 3Q 0 . _ 1 El,/fecammendafivns 'p /�� Z !✓R /s ) p , , sea/be%/eeq eir L - Arffuser EL 50 _ �4 5, S�� Fla e C� r Di u r r_ V aJ s✓y V �/otoh ; ancr!� e/r� a Qe an d ce �` G1/e , i0 Re u r _ n // . /a�e [ / ru. u _ :.. __ _ P ...... y.� 5 fO. TCi. T%Q%%%l�i... NO. DATE REVISION APPROV. I° / f. Q rrP, _ p rt W . h /!/ h r 4/Fi CITY OF LA PORTE . I 5/llClJn a er 12 MAIN WASTEWATER TREATMENT ..... \.., EATMENT PLANT i I r ,. 8 DR _I p. . - f/ari afFiPP 53 p , _ F _ N N AEI EXPANSION .....•:•. Sfcp ate �4X,3J AEROBIC DIGESTER Pro!//de handle oh 5 � , . o I /� f L.3. #5c�/2 b e ; /o I t,�' , of fo eX�na!fo: rrc�rn MECHANICAL- i r/ 9e 9 9 8� STRUCTURAL 89 O I u ve .._._WEIR PLATE -a-, FRP STOP GATE : TUCT1eCCOIIIC'OBl"ddC't1Inc .... - : CONSULTING ENGINEERS.... .I TEXAS'', AUSTIN DALLA P -- _- _. _ -. _. _.. _. -._ _-.. - / S/EL ASOIHOUSTON/PORT ARTHUR - . ...._ _. DETAI.L : 4 .._ -. - COLORADO DENVERIGRAND UNCTION. SECTION A SECTION _ , B _ SCALE. I/4 it =I*-d' SCALE.I/4 - I0 _ NTS nit LLEN : ' Soalee AS NOTED Date MAY 1985 _ _ ... ; Designed GOLDSMITH on d R Checked ' Job No.13 02000 02a�ontraot L, •p Drawn - J. DURANTE Approved sneer 19 or 31. 004 F/anted 4o'apfer, /r'as/rainea/ _ 4 Plug"Valve - ;: 4"os �gll L 3x3x/4 -G"L9 (Tyf) �9 1 t` G TS :•> C S. 10YC SCh. 80 VaC&41tn — :_ lrrstall !n" Plu Volve� �!: w ,_ I: \. Lti Lane.:::- ' >: ' J ,v Proposed.. GG-1 . LU :: ' 0 Vn a 2• CS P v VC Scfi: ::: •;::. -:._: a� 2 C5 To Ch/orige 80 Pressure a „ l x in 2 Pkl PVC 5eh . o 'v � � HEADER PIPING' STAND: DETAIL I Pressure . 2oute To N.T.S. _ , :;> .t/eorest P/•/ Line � �- A _ ::: And Con e - \ 'o :..; ::.:;. Mope n coon O.. \ :....... � w :.::::. -: 9 , X. v 7 - ---- -- _� - _:_ m - _ r s : _- �.-. � Y. ... t...: •. me 3 x?,\ � . �- _ HF---1H-1� --� 9 ° ..: ' . C � ems, , , �8 cox.•cfa Pad AB _ . < Jj Propose. pvng /nsio'e B/may w I�L _, Propose ipir� Ou/si�/G: B/e/ . z .. Exrstrn Extstid_, 4 _ g- Or Hio'deh •sFP l SFP-2 EXisfin _poi✓ x z o`. s PLAN CHLORINE EQUIPMENT ISOMETRIC SCALE.3/811- I0 - , a , 1._ _ N. T. S. ' , I, 3ttReplace Existing in F e t 9 „ „ 0 4 Plu Valve 6 90 El/. With9 , <o Tee fan Proposed Ch/orind has Defecfar ExistingTS 6 x 4 Concentric El. P3.83 Reducer I �, w"Plu Valve - ' SFP-g 9 /" PV CS_ C _ 0 , /'oPmsed Emer�gc�cy_- Sch. 'SO -+- c �6reaPhing F9oipinent Existing 61,T5 ;a:::r:•::;•> El. 20.00 2 OR >t P 00 _� _. G Check Valvef 2 P/,/ �`--- Pro a5ed_ 3_xGBx /3/4_ Sfee/ lJoor 4 0 - - NOTE .PUT G3'/NDOIV w' P W a 0 'Ay OKCeyTEROFWALL Gomp/efe vtr/ifs 5'1ee/ Fizs�ne y.vrdr�a�'e, o v�3 ¢„ ABOVE FLOO,?, �aovernrnenf LocKBet /lo/A> C7eao'bo/t, LL t 4- a" L✓eafher 5fri i A/umiaurri ThreSho%; a g HW „ 4 Po�r/ie Hardware 2 x 2 vYino'ow LV/9a�efy GO z = G__TS o /a9y `7 a a aQ : _ . O F SECTION ........ R;OaQwO-� aaFZH o }:SCALSCALE. 3/8„_ 1,- 0 ' o 4a CCU PC Soh Bo ,^E. 3/8=1-0 a .GPETER J. GOLDSMITH NOTES- # 1 ,7 00 d I o,.� E~ c �mo ;, • I � ( Gonfa/ocr �JI I k,I�� TE � IB�� 09 .•,9 c� 55187 1. Provide pipe alignment guides, hangers, and supports as required to handle concentrated Q 0� •,G loads where applicable. Q S S P M f i .firer , 2. Materials design, and Zg orn� 1� 9 fabrication/manufac- ture .5o ture of guides, hangers and supports to be - -- in accordance with this drawing'andMSSSP-69 Pe/acafe / and pipe manufacturer's installation require- 4 4;q Trunnrorrs .�$G/L7"401 ments where more stringent than shown herein. t 3. Guides and hangers g o be carefully aligned 3 andpiping notto be point loaded. All Ton Ch/orrnB i - shields and hangers in contact with i e to z - .vfsun�c Scre-W5Q_/dO,cfrs._ _ `d I �- g p P - _ — - I Confarrler wJSca/e i be free of rough edges or burrs. Except m I -- o �N L---------------� i where anchor point(s) are indicated, guides __._^- -;--- -- - ---- I and hangers not to restrict pipe movement. NO.. DATE REVISION APPROV. 4. Unless otherwise indicated on PLANS minimum CITY OF LA PORTE I ---JAMB-_'_---- - _ I �� support spacing for piping to be as follows:'.... I u L � " 2'-0 MAIN WASTEWATER TREATMENT PLANT I , „ — k 1 . 2 _6 PHASE I EXPANSION 1 ¢-O !V/arH iIW 215-011 — SLUDGE -TRANSFER PUMP DETAILS 5. Relocate existing scales as shown. 6. Remove existing trunnion_ $r ' CH LORI NATION DETAILS and relocate as P 7rurrni s shown. Provide additional trunnions to accommodate chlorine containers as shown. _ Turner Colhe Braden Inc. ' FLoaR 7. Secure trunnions and to concrete slab' �J with approved stn.. stl. bolts. '' CONSULTING ENGINEERS ' - - - TEXAS AUSTINIDALLAS EL PASO HOUSTON P R _... _. _.. - 8. : Paint _ : / / / O TARTHUR .... _ _ _.... 1 t inside and outside building in Of COLORADO DENVERIGRAND JUNCTION _ complete Chlorination building in same:- _. - N colors as a �_ _. xisting. Unit WINDOW DETAIL 2 ALLEN Scoier'AS D Date MAY 1985 N. T. S. CHLORINE BUILDING Ua6lgned a GOLDSMITH Chocked Job N6.3 02000• 022contraot I N.T. S. - -sawn GARNER/AGIOILAR Approved sheet 20 of ':- 31 SCALE: I/1l _.. Z 2-LS-4x4x/4x6 C _ ¢ _Lon >< 3' //' _ 3 9 — / _ _ 2 _ f3 _ - Wl 4 �� A 5 tilts /r W 2x!<5 O 4- 4 A. BI w / z /O __ _ _ 5CE-_Kaz/__ 3 e=z — / 3 _ e bedrnen 3 roe ton ❑ m f P �t i / GV24x/3/ I _ __. r2 xr2x/4x o 0 _ L3X3X� 12X65 ck: �N 4 - W ,, // _ th/ o^� 2x65 3 W/ / " �-4- � �, �-325'f3o/ts , .a,� I O &- — , _ AfGNING m 2 XG5 u? - - rUE-�nl� s._ O. -SOLO,SECTION r6l p p SCALE:3/4_ =I-O — 4 1' o, ,d rnet7s%or7 fo rov e P I c/ e4rance as er Mfr. , , ``�►....r,�.�'`�-- 3 T, r I — L E �� o 4 I R v, >; , Ati N TEefEV. pE(AIL ,ADDED 9 t~ b NO. DATE REVISION APPROV. CITY OF LA PORTS MAIN .WASTEWATER.. TREATMENT. PLANT. PHASE I EXPANSION I � T 3, EXIST. AERATION BASIN MODIFICATIONS SECTION A _— F - OR BR.I DG'E CRANE N . T. S. S OF®9ry Turner Colhe Braden Inc. _. DETAIL `7 _ ,.�yY�i CONSULTING ENGINEERS .. -. .. ..3.....................l...t„ _ ®GEORGE.ORIANOPUiG .i _ TEXASA STIN (PORT ARTHURSCALE.1/2u- i 0u � •. COLORADO DENVERIGRANDJUNCTION 133459 W -.... -.... � wr o�sl " EEC ;.• "�'® II ....•... .a® unit ALLEN soale: A ' N T Date MAY 1925 ' S 0 ED . 4 Designed Chocked J o 3- - - :_.. g L. LOUCA k d Job N 1 02000 022ontraat F Drawn .-_J. DURANTS Approved Sheet t 21 of 31 ' A 331668 Ax>,ensron Arin Wifh / / -rr d err .. re ro 59crare tt 4r'C9 �!A'a:. ion IL �-5/ope Conerefe _ /• ,Fay�it/t°"3vried=Ya/v2s° n Pavement Tomafch 4E'/� ew, ro Gas E- an5lon ✓{ Ex� .o� ✓d,%7f /° � I - E/evert/on 5ho�,1�10n s e Detai/, This 5ht. 5tfe aradln P/an. N 9 s o. Fi r h d G o ed o re en Pro 05 C nc fe Pavem m_ m-rrFnrsm-:•.o:�::a: .A•.A.o .,•: �.o'•�:�nm.- ...o•. p ��. Exisf Pav enf h/e/JT�m e4'sor/ r�9 em p _ - q "'/%iiz. G/ne _ sz<abi/zed Sub rode 4-0 / a /8 �0 _ � r �me T e3.9o_.By_Weiyhr` i TYr° yP D f :PrP __.._Pus /2. PAVEMENT CONNECTION TP-FENCING-DETAIL_TYPICALROAD SECTION TYPE TYPI--VAL__BX._ DET -YICAL._. N.T.S. N.T.S. N.T.S. N.T.S. i n 24 Dra: ClearGvenmg Neavy:.Dufy Manhole Cover And FrammSu,idb/e':For Meter Loading. ;. .... : : Wordm ' SAA!/TARY$EWER And "CITY OF n 4 n LA PORTS To:Be Cast OnCover. ::Hearing ... i - .. Surfaces OF Cover And Frdlne T Se a 3 /B PJaYS Z .. 6✓eldec/fO PLafe For rEren Bearing. 1 _ 4 Q _.. t :..• ,r - -.. yore Pac� :Ring AndCover MillQ %�o r//O/P. OF4Grade RingsWlq/Be z %Y G3/ ¢ Hme U/bbAllowedToRaiseThe + 24 n aa w m :Manhole Cover O 6 — 4 Galy / a o: / o e or PVC i Z �.Q O'0._. ..9. � '.', %r !7 J F Pip Recessed. D-Rmq .,• ,. _ z ..... . _. �Xo �X : UASTM443. _. 48 LDS Kv/ _. o w G✓2de�re FQ/JA r/C / a or _ 48PreeeeY Secions Pe ¢ rdr¢: /NPe p/JirP�i/ASTM C478BSA Py Reducer '- o 1 1 _� e �, n Nalf Dia OfPlpe _ EXPANS/ON JO/NT PLATE � s O O Q 3° ld i � !T . ,A\Z nI.I /V 4 eX N4/s /% C/ / / n : ! ��•ResilienrGaskerSIDEWALK _SECTION _ cq 4 /� J✓a5hergsl° e r ,n r2Fyn�rns/nn :/orn� P/nfe r .-. __ r_ r i I ti I ��� �L _.— �.: ...., _ '_. , Pf.,R. --` P ..:. C°nnecfer.(Typal TABLE OF PRECAST CONCRETE MANHOLE DIMENSIONS -" PIPE DIA. 'DIMENSION DIMENSION r `DIMENSIONi'r INCHES "A INCHES ' "B" INCHES : "C" INCHES'i 6-24 'so 60 6 48 96 96 9 SIDEWALK EXPANSION I JOINT DOWEL TYPE EXPANSION JOINT ; fHUSE BIBB DETAIL N.T. S. L N.T. S. SCALE 3/4,= I:_0:: Provide an n a r Z o e 1Exp Sion Joints t Intersections and , o at s-o AlongLength. crown concrete TYPICAL PRECAST MANHOLE ON PRECAST BASE 0 9 On ToP -� N.T.S. LL o... ... a JOi/Jf .9ea/QiTf � 8„f�l Sch. 40 Steel Pipe (Go/v) _ w w Fill w/C/ass B Concrete H w LL Co/Iorefe ya menf o _. Pro osed _ eonerefe Pavement{ 1 Slope Concrete 3 " P r ¢"R /T ( T. O. P. or N. G as Shown on M — SAw y From Pipe Site Plan z -4�� o '�� o I5 ofh o ; o /ram w o �Q/ Defer/! o Fi 1 - 0 x a Set. in Concrete .: o men �CE..m.. F � o a 9 -=-N - P/asfic or Pero%ain k 9 a H 3o0ia.La �7reated Fjber Dol-✓e/ 6 min. cover a Z a i L IvXG-A✓ 6//4 G✓e/erred CONSTRUCTION JOINT ; GJire dgeer` NTs _ END v/Ew/�"7h�Noa-Exfrudrt Joir�fF/Y/er DETAIL 9 • @+• T:°em •m �c� eao mmmma eesmo®mmaee emcee �� PETER J. GOLDSMITH °. a9�� so 9�G 5187 A® �6 . I STEEL PIPE BOLLARD ��® ION'°m C{ ` ALTERNATE DOWEL TYPE N. T S. S�z�i EXPANSION JOINT NOTE CIO,PiU 9 4 I / ✓&01` 5ea/an� ( N.T.S. Ex an5ian ✓oii�f5 To .B / ed Tb ,� epee � e . Gnd s /OnThlc*ned Ede 9 End O/ Each Curb Raor/ds Aad 5,oaeed Coc. Pavement) APPx do'APsrt, lJnas SPaec�O?? i�c/res _ > � _, / d_ _ roan %",r2�creed(5c/eei/To Be- • ' � Sinner.` AyP/AvY ' 2-$S Send: NO. DATE REVISION APPROV. e 5>/Fse4eia 3„ ., tic ; tin. bell. CITY OF LA PORTE J �;< MAIN WASTEWATER TREATMENT PLANT t 9 , I PHASE I EXPANSION i r _ •py� .:,:a Q;. ,/ 5/ab _ i o L/rne 5fabi/led sub rode 9 �wg>` P�Se a ---- MISCELLANEOUS DETAILS 3 1 oo-EXfrudn ✓o/nf Fi//er_ _ N g - ; p „ _ TurnerColhe Braden Inc. BUILDING /CONCRETE PAVEMENT JOINT L p CONSULTING ENGINEERS TEXAS AUSTIN/DAlLASIEC PASO/HOUSTON/PORT ARTHUR COLORADO DENVERIGRAND (UNCTION NT S, I TYPE -n2I PAVEMENT CONNECTION SCUM LINE CLEANOUTDETAIL I Unit ALLEN sooieemcf-12 Date MAY 985 :. N:TS. Designed BGOLDSMITH Cheoked _ lob No. 13-0200002�ontraotN.TS. ( . a Drawn _GONZA ES L. _L PP sheet 22 of : 31 z z 0 a U zz � n m < w m Z r o Z �¢ T m 0 U 9 0 s S a : Q • ° : p afers�op u ' For 3 orglma er clear 6'• a'' -,Co" 2" clear cover, use cover use rvafersfo, T e //'' ,' e : FR (a3BQ as 5 eci resyP !/a ' , A/a/Jer57* 74q' eFP431(o d . . as S/�u{ie /r/5pe/carton P . 'C Prime cSfruc/`ures.'/ M,i/ ' .v Ifem'rlancrete Sfrur/t/rC." V Rake P �'.. j`'v., v;. •o: ':?` `:.'b'_ '.:'•,b.' vv .Dc WaterStoo _ v O ,r•- � '.-o� �;.o,--� .-'o' :p,'-:"•`'�' � v.. a when v: .'. p` yb• D v . �7 P For re/nt^arcirx� See Sfc! ifoa" Specific S/lrucfura/ !o ® ' o/rafu�r�s. /O M®x. /wax. hOH/ZON 7-AL OH VERTICAL HORIZONTAL VERT/CAL CONS TITUC T/ON dO /NT Roof or ,1/0Or i 0 v u Do not u9e where hydro5101 pre59ure occurs on this face Stiff Grout, _ tan7,0 1Y/ to/®ce Roughen 5"r-fd ce TyPica/ Con'tiuction ✓pint /feym•vay v --- --- � USC where hydrostatic ,or�SSure occurs on e/11her side. .5/ ze to Jr-- dare C/t&r f/eFn Bening to Clear '16`17q&5 T1-/HU HOOF OH FL OOH THHU WALL OH SL Af_3 �L.00KOUTS -FOR P/P� !1-19c when pipe can no/ be installed avifh structural concrete p/®cement`. Min. D= No m. D/g- I Q D = Nom. D/a — 2 L ayers /�-A cmJJa�_ Conet �( I Joint - - - - - - C O tiona�/ rr, i .v1 1 jjj, iIt 1 _ Ili A/r1TC• I��� �t � � ' I Use Type 'A" Pipe Support on a 1--c7ur gga/i/5 t concrete slabs. Provide /-P undisturbed *4010"dowels or grout 17117 earth "59/0"/7 / V"o drilled holes 8" deep. TYPE "A " /6"Pipe 8 Smoller 3"x 518" F. B. w1l "x /8" Anchor Bolts, Hex Nut 8 Cut washer, al/ go/v. 3"proj. Larger than /6" pipe 6 " x 5/8"FB. w// 1/4 z 1-ll Anchor Bolts Hex Nut 8 Cut washer, Gal/go/v. 31,12"proj. Bend F/af ,Bar to O. D. of Pipe 2" ,o/us �pf n/e�. 4 - �'¢ � Sfandard La,O i/ertiCa/ Length Min. See aoo/icoab/e v structural dr- rWir/ for Lcngth o ° v reinforcing s/ze �ciny v fin and /ocat/on of rerticat reinforcing. 7-YP/c4L ,oE7-A/L5 Std Lao o: La Stt� Gas Length 4 -04t YCrfica/ Min. F.i• v C ° r. � ° a •, o o.. v a a a o., a• o' °. ° Corner bars - h ° Corner L>ar6 - v a 5 Ze fe 51:Aac/n9 size sp®c%r/g c .0 . same as a. ° same ePe ° ('. horizontal bars. a 'y o horiront®/ bar'. A / TG Si A I A -ri- /-IC- T-A // S WALL CO/4NEH RE/NFOI�C/NG 0 \ Btd L a Std. La e Min. I v C each /ayes ( (1 (Q / of \ / \ Add8-e5 Q Add ex/r® r9in1� didgona/s, aqua/ to re%n{' each layer. cc/ t (Approx. r& bdr9 \ as cut rei/7t') S,oreaa/ ®nd/or cut re/nforcin at open/ng5. Spread bars no more tix,7n one t>e�/t" typical ,(gar Space. REINFORCING AT WALL AND SL A1,3 OF-EN/A/65 T YF'E ",B Film 4@10"e.f. 31 O ® Min. P/ 11c:1E 15 U P 0 T For pipe hold o'omYn Straps, W/den support ¢e instal/ /// accordance w/tt/ del®i/ belo v: 2-/5f16"x2"Slots _ _ _ _ _Grout when regzlired a /4-/ 7//6"x2"Silo ts 98'Grout ,a! D/L 14w MIN r 2,r O D f 6" 2rr . \�l !-HO Z-10 - 0 0WI/ S TfiAP 'C/ow,''F/49E 6 mil Polyethylene Sea/ over grave/ except a Slab at valves N Grave1=A5TA9 Spec.C-33, ` \ Grad9tion from �4 fn /� it /e PHE5 5 LI E f f' - /EF Jr4L V4Ef S TA NDA HD LAP L ENGTHS v- �7 Grade 40 Gro?de 60 s. YerJiCal Other YcrtJ'cd/ Other 05 /2® -04 /Qa /9y 2/a 29p S / 7 r/ ea y 2,611 56 -4, 22'r 3/11 3 / e 43w 7 3011 4 2,/ 3911 S 4 e 39`" 55e 51® 71& 09 60/Z 70® 6 5 r 90 41,10 6311 e®"', 82 1154, /09a NOTE /ear 5ar5 S/oaccd Greater tt/®n 611 Orr ^enter 1-7Jlt/,0 11y sh p AV17 'r 0. <5 �• J♦ l- .Vv •�J1..iv • •. v• •�v V bars w/th lc.55 than le'' of concrete below- bans. GENE-FIA L CONCRETE NOTE S /. Notes r9/90de id//S :5horvn on this (yrawi'i17 '? C Jo IV un/ess othCr/s�i9e des%��df�d on SoecifJc 5t'uctura/ draw/'nys. e. Use Class "K" Concrete, u171&55 011701-wi.5e noted nn n/�r,S {'nr Sn PfJi fi[C .S t/'[Jr__"tUrP 3. Chamfer exposed edges of concrete 34 ; u'nfess othervYJ"se noted. 4. Changges //7 location, o�ddi flans or omissions of CO)-- 'uctiori joints are 51-1b,/"ect to of Enq treed► 5. f rov/-de continuous waterstoos in construction end expansion joints be/ow f/'r/ist/ed grade and in hyo`reFL///C structures belay design vYdter /em-e% un/ess otherw/'se spec/f/'ed by note on o/dns. �. Rcir/forcing stce/ to conform to A5T/'Vl A 615, Grade 60, un/ess otherwise noted on p/an5 f'o r so e c/•f'ic s trucfure. 7. P/ac® e9/2c2 s�//000rt reinforcing steel in ogccorder/ce myth /rifest Amer/can Concrete /n5t/tote St®ndards• 8- Lap reinforcing stet/ e9t sip%ces in accorodC9nce with 1abu/dfi0/2 on ti/i9 sheet, tjn/e5.5 otherwise noted. 9. f'/acc reinforcing steel Z ® clear from face of concrete, c/r//ess othC°rwi5e noted. /0. P/ace f 1 min. thic/rrless sea/ slabs /ir excdvation3 LL 1 d i. 4 - Lam. • Stee^/ in base slab, un/e,s5 otherrs-/:�e nofed. d/;o 9a/da17/ee miscall®neous embedded 5tee/ /terns after fabrication. le"'. lnstall a -mil t///c/r po/yett7y/end film under but/ding slabs, on csAch side of s/®b /rater/or bcam5 and on inside face of 5/rib exter/or beams. /3• Where mastic material /s called for, use Si/ha /g07.5, frn/'fe grC?de on ,orirr/ed su/feces'• o. . P/- A N r�'� Steel Ba :;. ° 3/� Stainless EL fVA T/ON PUL L / A/& E YE Cut 0 rco%sce into Ju000rt or grout 5 verti"cd/5 /n too face re///f- /Bed dri/led ho/es B deep. _ as 51/omv-17 for wa// e slab 0/0 e n /7gS ° ►• ° ^ length o{"Pod 3° /en fh 7`o be de%r/-ninea' from .r ° '_'' ,v Pe /1/�r•-�/!f'�f�'1 /�Ci�'/�/vf- r�An ni.-.�n�-�'�. r^src� /.®rJ-,�a�i! V. a� .. Js'Urn ..- D.. L1r'Q/ d/^ovY//•'79 � �J/i0� �/"Od/V/r7�G /P�. ° ° 9arne bar Site L-/Pxlix - - Too of An /e Set True o y Concrete /� a v6s+o�i/9n c aCPs aYAv— 5et°i Sia.b�� a.5 slab 9orroriJ fa Ce rf�/n To/c/ni�. 4 , . ° 7 • 0 E . 0 . > 9 _ , G(3 each L) -3,910x.5 �® Stud type Single 5M/4 L L 51JMl`:' unit tamp -/n expans/on bolts with 2 nuts. Cut bolts off flush with top of L s before set//ng e94/%177a//14 . /`i/Per Nfaferia/ �G/adation ,9bOW17 be/ow) Schedule 40 Pre Pine .57-M rJ-17®5, f'crforatdd. t�rforation5, 4 dt O iI9 3x0. C. 6/0n9 rOm, �s Stagger: Z--qu1o/77ent or base fittin_q Determine oedc9ta/ dimer/sion p/c/5 diincnsions, anChOr 3®n7/n. ®red 3"" bolt s/Pe and /77ir2. outs/de /ocgt/ons from center of eq4///omen/' 17/7yr.9. anchor ba/ts�l � � cert/•fied dram► -trey'. For bgs e fi•t tin e 4-75 lfL A N u s000ruse Yert/Ca l� red 03 flees 0 le 1"'EHF-0/T4 TED 1"/P4f Fill- TER MJ4 TER/.4L : Sand conform ing to 4 S T-Al C33, except meeting following gradation 91*eee S%ze by #&iyAl f&55ing 90-100 A/a4 50-90 A10. B 30 - 70 A!o- 30 ,3 - 2 5 A/o. 50 0 - / O No. eOO 0-3 UNOfHDRJ4/N DfTA/L Al Required i i -t I Gonstrc.0ct/on t— Joint EL EVAT/ON SUP/:'0RT5 ON CONCHif-7-C _-5 (Provide -4 doweals from concrete olak Cast iron ebra5iYe nosing with cross thatched surface and integral cast anchors. Lcngth of now/ngg to be l®® /e55 than Stir w/o'th. Tread Us ua/ /O r $eC ap/o/iCab/f Min, structural dras�ing °. ,, for tre�9d5, ►leers and add.f/Ores/ /reformation. U5ua1 72 , CONCRE TE S TA/R 4. D Q, C Q d. N ( JCL .y D d p. 7" D. p ¢ 3" Ir 3 i. A' Z A DDERS RUNGS DE TAIL II �z SAY 6§8P ` 6aT.a4 I 4 3 2 i NO. DATE REVISION APPROV. CITY OF LA PORTE ' MAIN WASTEWATER TREATMENT PLANT PHASE I EXPANSION STANDARD CONCRETE DETAILS Turner ColfieOBraden Inc. CONSULTING ENGINEERS TEXAS AUSTINIDALLASHr`i ISTONIPORT ARTHUR COLORADO DENVFR / Unit ALLEN Scale: AS SHOWN Date MAY 1985 Designed L. LOUCA Checked Job No. 13-02000-022contract I Drawn A. AGUILAR Approved Sheet 23 of 31 1 S I_ I I r. a- bd' 2z'x 3B rr !� Str%n�QcrS rr Bent 3g"x 4//Or Pc. C/o .r/5.3x0=3rr /- 5B"� x0'-6'r Wejit Exp. Bo/t aw o,r / z4 "RUn�5 /Z'rO- C. Mox. 3� L -arx.3,r /- 58d� x O� g'rM.0.. or_ '/-sg"�xO��" vYejit fxp. Bo/f rf'cr Oer4lL 20/A L 20/ I I I''I 2�6'rx3=/'r Roof Hatch equo/ to 6o6cock-oovi-5 I I 4.55oc. Inc. or Bi%Co co. 6o/t� Sfee/ or A/um%num / 41 Sec iiZT.•iiL Pt34 I 1 I I I it F/oor L i OfTA/L Roof L� OffrA/L os shown on Par OETA/L 202A II it 11 ` (I I I I I For OffrA/L 202 // 11 I I 44-6•'Roof Notch equo/ to / I I i t I I I I 6017COCk-OOv%5 Af50C. /nC. or // i 61/c0 Co. Oo/r ; .5fee/ or Aluminum . / L 5ee OfrA/L 004 Tre a o's P 3'r Ise" I I ` OGeTA/L 202� I a + +— Roof Line a< o �r� I fi OfrA/L 202 hY 4z " + oc L-6x3ix•3BxD�4" ,to'. Pipe hand- (\` / /- 58'¢x0' 6O vVC 74 r ter e- weld + + Fxp. Bo/t cS srii/d .5rriooth. � Strin�fer5 C (� / •3/6 ^ 0 tiI•� C�JI 0 h0 C6,rB.2 Striir�leiS /rvino X-6or Type AA T�•eoo9 /"x3/r,"w/fh ObrOsive no5in h ( / of weld to 5tig�er5. 5/6 x o �3 //�— +Or +/ • I�/ 5B"� x 0�L 6 N 0Yejr t —"- Exp. 60/74 — ni 0LFTA/L 200r1fo ,= HATCH) OZTA/L 202A /�=G OOR OPENINK OffrWL 20/%POOF .SrA7-CH) /NCL INFO STEEL LADDE/? OerA/L 2044 KFG OO.P OPEN/NCJ scale: f &L VeER' r/CAL STEEL LADDER if used fie/d coot B! r/ B" _siz_e_os S ecified 8// on Genero/ Orowinydg • a �� /2 rOroin, Go/v. or A/um• Hotchwoys equo/ to . Babcock-CbviS ASSOC Inc. or eilco Co., A/uminum OZTA/L 205 ATEiPT/GHT ACCESS HATCH Size o5 S,oecified on Genero/ Orowin�,5 Hotchwoy5 e9410/ to 60bcock- 490✓%5 A5.90C. Inc. or B%/co Co., A/uminum OETA/L 206 ACCESS y.4TCH O AOcz : POsI 5 acrr/ beorrne Sur OCe �+'%th /O Mi/'min. thick- —� .g „ 17e'g5 of Epoxy, offer preoorolion of 6'O'it/c!X•,00sfSPacins 54/rECCe %n OCCOrdonce with epoxy rnon- ufoclurers Specs. _ ar' Miter fr Weld o/i shop Q'r /��/�BorQ XGrotinSi depth '" 2" ;N •%OinAs Fs GrindSmooth 4'r Grour%/ 4r �-L-3x2xa �h a u Std. Steel Pipe -qv — ----- N �C r rr i// 06 1-x O � 7 dreinf. � y� V Pro✓ibrC C4X 5.4 Toe Board, #.`1x0-7 reinf. / _ BoronChorf a �� excC,ol as noted,'we/deorfo Bar onchors / \\ �/B O•C. Mox. .N 0 fbsl5 "YBo/fed Sp/ices of /8 O. C. Mox. / j 3/6 Of hole � far \\ `R7 Ro/%iir$ Sc✓ices / not/5 (v /B +O- C. \\ Grout hondro%l •5t5 in S/eeve5 Go/ Weld frome continuous before �o/voniLii� Use � I i % Steel Frame Y`orerther Steel a,-A/um%n m Grotin� ®G°ARINO S/OE NON-BEAR/NG 514pE ° ii IY 3"fixo eesed. stec/ /r Pipe 5/eeve --- J! OETlj/L 207 '�� ¢ 3r6x9zx0�32r Weld & 5/eeve ORA_T/A/& /WAME OETAIL.5 OETA/L 209 Scale. ,3 1 wclo' grind zzz Roi/ire Some a " frome Corners " 00-5Oe A/L 200 "Cop Screws l2 O. C. Mox. z Raised fbttern steel of f/oor,o%fe , floor p/ote or 6 4" 2- 6B"0xG"' 3/c / / Stiffener bars/s/,own l ¢ 1� Exo• 60/29 on ben. OW / 2x2xaL -Frome ,170i15 170i9 ho/CS for 1� � . not/SCE' O.C. 9g"x4"x9// a� #.-Yx O 7 reii7f. Bor " onchors /B'r0.. C. max. 3 3 o'Q' 01 O-H. AL L 5/OE.5 I 3/G OETA/L 208 ETA/L 209A G;L TAIL 2096 HANO/PA/L DETA/L.5 Scale: 34 =/�O II Roi//nV 0.5 shown cvi Genero/ OrOwin�S II _ 0 C br ''r "Std. Pipe hand- � W of/. Miter �• �s'e%r � •bC" ornt5 e- grin' i✓nooth. �i'e/d to �n p Stringer NJ u i� Min. width and width rcq Y. for e 6 r/ wio'th Roof HotCh. wio'th moy be inCr-CO5Cd on Gen. Ow�S-, See Tread Schedule for site of TreodS . 70 Mox POST Spode .Steel Rall,n& S o'Max PostS,oaclnj A/uminum Rar%inj Provide erpon51on splice in hond- ro%/ over erpor/siorn loin% in concrete Structure. Furnish stock steel,o%pe 5p/ice lock-5 between sections of hor7o'roi/ o,- provide tubin� s/tevc Sp/ioC 055Cmf/iB S, 05 ooproved. �` ��� Bo/f sp/ices for 'glee/ Toe Goord For GffrA/L 203 Treoo, For Oer4lL 20,3 2i yy,,di o"Roof Notch equo/ 10 0oicocr- / j/ I ------ Davis A55oC. /nC• or Bi/co Co. Go/L/ $rIeel / / ------ or A/uminum . See aerA/L 004 for en/aryed section details. / j/ /�/ a Provib'e C. /. Abroorue A.10-4 n a/ F/oor Line / I I Floor Linne " 7 38 i I 58" a�fOO/r Zh7 + + Ian �y �C r L-7x4x3gxo�6rr 4 t�i rur 2 58"OrxO =B" M.B. or a,6 + + C 8 x .45 5lrin�er h By r r/ /7ilh"� 'r--Qor Tyoe AA / treads with obro5i✓e TREAD 5CHEDUL E Qo/t or weld t0 5/rin�C/S �J + ' More: ill 0.1,• / TreodS fr If,5er5, Shown ore 111 C / required for 8�O" Stair opening. ��� Oth� mods Ri.Ser.9 moy be 3i6 L -4x3x✓/Gx0�4// + /- 5B"W x O=B//.L/. e. or 4"� /-58"0(x0�6'r yeJit GrOUI d Exp. Bolt OETA/L 4?0e�i 190a = HATCH% OfTA/L A0,3A AFL OOR OPEN/NG) STEEL .STAIR use w ere c eoronce3 perm,t Ond o5 approved. SIZE MAX. SPAN /4 X 3/6'r .i�Orr /2�.'r •3/6 4�6'r Hotchway5 equal to 26"�gq0. C/ F/oshri� Babcock-oovi5 As,foc. �x✓oer joritsf `g /nc. or Bi/co Co. 5ee Genero/ Orowmy--, for 5%ZC5 fr ry,005. WOOd Con t `�9e1 in 4fao"ic � I • II 3469.-0L6"M.B. or Exo. Bo/f OZTA/L 204 5cole: /Zrr-l� ou /2'sld. GE�/ER.4L /i/9r9C. STEEL /voTE.�: Sfee/ Pioe - -- /. NOte.9 and de toi/5 Shown on th%5 o'rowin�p - — O0,01Y 71e s othe,-AVise desrknoled on ti A 2TeOor PI-ovio'e C4x5.4 roe Boord exceol as Holed, krelwea, to POSt.S "'/Bo/fed splices of /Po/%in� S,o/ices ZffrA/L 2os6 oefodv similar when used on Steel frame. i �ener�o rowin�l,= . 2. A// 5>`eel ilem5 this drowiir0 to be hot do oolvonizeo' often fo6riCotion. .� Fobr;icole steel in accordance with Current ,4.1S. C. specification for 5tructuro/ 'glee/ for bur/diir�r5, and tentative 9tondard Specifi•- cotron5 of American Hot O.o Ga/vonrzer5 A55ociolion. Not did go/vonize offer fobrico- tion rn accordance w/fh oop/icab/e A-S.T- M.- SpeCi {iCotion5 4 4. furnish /rvin� X- Bar �rotiirType A A go/van - n ized Steel or clum.um Os 5pecif�ed. 5ee s �eneio/ drowiiJ for beorir/y bar sties. Band Cut-outrrith bor3 Some Size o5 be or- 2 rn� bars, o/%win 3¢"c%oronce S. Where mo9tic material%5 co/led fo, use 5ika Y05, dUn 9rOde. NO. DATE REVISION k Where [odder floor ooenin�3 occur ord ore not indicoteo/ CITY OF LA PORTE to hove holch co✓el-, provide offset posse MAIN WASTEWATER TREATMENT PLANT d�ec> y v�i'o' pent l per3on c017 not wog PHASE I EXPANSION 7. A/uminum sho// not be substitut d for Stee% excepSTANDARD STEEL DETAILS except as noted on this drowin�. Turner Collie cOBraden Inc. CONSULTING ENGINEERS TEXAS AUSTIN/DALLAS/EL PASO/HOUSTON/PORT ARTHUR COLORADO DENVERIGRAND)UNCTION Horz. n umC ALLEN scale: rVertAS-'SHOWN Date MAY 1985 Designed L. LOUCA Checked Job No43-02000-1O22 Contract I Drawn A. AGUILAR Approved Sheet 2.4 - of 31 :C food/ 0-11 i6B w M z CD z 1 ( I a E GT z W � R a o _ o a Z o m i z H m wL E p U a O a p F 9 o 3 00� eq t�UE-N SLUDGE TRANSFER / MCC-D-5 THICKENER -A-23 — NASfI EFF-.Z %Z C..Sp"s SHOP $ Bubbler• is Ex/3triny Air, Cellln S+,Ilins Well as Pumt FR-EFF I See Nofe f CHLORINE CONTACT BASINS HYDRO - GRITTIER SLAB HEADWORKS /� t EFFluenF/owme#er wi n�/--F/T-&er with Tm ransr conppect IZOV Power And blorination BU110117 PRESSURE TANK F- d � Z p Fr J 0M 0 Sov-1-P \ SCUM PUMP I SUMP SCM-t LCP-"SCMI"__i SCM -P n EXlsfit7e Sludge Transfer Pumps �S , l c And ed t oAero[ Panel fio 11$I1 be Relocated -to Aerobic Sludge 11 DiaeSier Exl tinyq IA•G. F €der +o a Peused DEWATERING BUILDING Aisconnecf Eris jnq Circus to Control!F net• Provide W.R .function sole For Extei CWauik io Feed Scum R MCC -A-24 ///���''' r MCC-A-2$ u3e Exlst%ny S a e / Conduits MCC-A-Z(o EX�s"in9Duct nK Afrr�— �A a, - - ---- - ----- -- -- -- - --- - - - -— - Existinq d?a/n MOUNTING DETAIL �z-0'/21'C. Stub- p nny /,Nop' Capped Ex/s/'irr9 MCC A" /i' Mc A-23 2 M( P-26 cC 1NAS�Z © MCC - CAR PARKING 7 FRnkFF--Z OPERATIONS BUILDING /n L�e%/ivJ Sivace MLP-2/v \� j 314"02 2#10 /n Cal/shy Sp i _ Exisf/rrg HL�P � Co- Transformer Lighf Pole ¢!anchor Bo/ts e, 6rou+ Furnished ay SOUTH —I I I I CLT' � Po% Manufacturer . ,4„ rinished - .�I�I,i'.•-t�1• rn Grade O O ganKit Duct �� :ill _G� L0 Equally z „�• v.IIs �o t. V. Concrete , I• /Z"on Centers FLOODLIGHT POLE FOUNDATION DETAIL 2 N.T. S. -- i MCC-0.2( Exlsf;ny Pull boX EX stlny Pull baX r ERMIT SECURED BY AND ALL ELECTRICAL WORK 0 BE PERFORMED UNDER THE SUPERVISION OF A ELECTRICIAN WITH A VALID LA PORTE MASTER LECTRICIAN LICENSE. MCC-A-Zb %<.�o Typical wP _•Bridge Cr ne Motor - CExac Po er Service a ibn Per Ciane TIC -A•24 /l (AfaC urer) \' AEROBIC DIGESTER I �— $CM-4 VIP PROPOSED SCUM¢ PUMP SUMP SOV-4-PC u+lets with Plugs oaKou+ For Two And on-o 15HP Portable le Con+rol ation5 For 5+and b H a . ion ��{ (terra 7ve R5L -4 PMECC-A]26 y MCC A 26 PROF P.t fl R AERATION BASIN NO. I AERATION BASIN NO. 2 A MCC C 7 2-lfi "C. 5pa�s ��..Q. �'8f+�.a�+�.� sr��Ss•� e�.�_e—cs�m:aa_�e MCC-C-7 MCC - C-5 MCC-C-7 FK-.P.A9F I O 2- Z,�L .0 y/oare5 O O O to CV z Z NOTE' 1. Two existing 73� horsepower non -potable water pumps located at the Chlorine Contact Basin are to be removed and replaced as required with two proposed 20 horsepower process water pumps designated PWP-1 and PWP-2. Referenc4,, Note 3 on Sheet 16 of 31 for electrical requirements necessary via this change. O O . Z 4,A. lam' OF•TF�,�sf�� EDWARD A. CAN 35796 oc .�151� •�,roo a Mm r iy^- '+ DRAWING 'Y �ti i i p t N G DATE MAY 4: 1988 3+00 R5L - 2 R5L-¢ �PSL -8 R5L -/a Rs P- Z R5P-3 RSP- 5 1 '- . i E 0 + 0 0 exisd/n��qq Circuit areaKers to he Re /aced (WESTINGHOUSE type hICDP) (WESTINGHOUSE FIVE- STAR) xishi ng Mot r Conk of Cen+e atch NOTES. _ ' - 1. Pump cable to he furnished by Existing Mai» Panel "MOP'; 480V,346,1600A Bus $ 50,000 AIC Ex/sting Panel MCC %3", 48oV, 3�, 600A. tau$ $ ¢2,00o AIC submersible pump manufacturer 1 Exls%in9 14L 8P CO_ _and installed by contractor. D C B A 1 480 V 3 Serl/ice l Z 3 4 .5 ro 7 8 , 10 2 l3 / 16. 7 (150A) b200A) (600A) ' 9 ll ! 4 /5 BOAT 140AT ; 2. Existing belt press control 600AT _� ) , panel to be 'modified to accom- �-• ) 2P } EX/S%IrJ /600A ) ) > ) ) ) ) ) > ) ) ) ) )lODAF; )looAF', 600aF / I t I us Du t modate with proposed sludge 1 1 L LTG. feed pump SFP-3. See.sheet 27 Weaffierhead CLF CLF PNL. of 31 for details. GF GF GF "LPS" 3. Existing sludge transfer pumps (Proposed)..: - - STP-1 and 2 and local control -Mi panel to be relocated. 15 < d KVA 4. Provide 4 sets of weatherproof ) 30A, 3P, 480V, 30 GND. outlets __ -- -- -- -- with plugs and local on -off MCC-FJ-/6 switches for, each portable' „' PT 3#4,rss6Gnd. N standby (15 Hp each) submersi- T-I Q TNwN Cop er ble pump motors in the existing (37'/z KVA) N Digester and Aeration Basins. 3 * XPRE SC vP Power outlets with plugs to be i PROCESS WATER SHOP.:. u ROL PANEL p SC 5 sT cL BL G. � Hubbell or Crouse -Hinds. All electrical requirements for LCP LCP LCP Y EM $ 2 D NOTE 2 these two pumps to be on N BLDG. POWER POWER ups v - 2 � 7'/ZHP 60 KVA ^ Alternative #2. m F c 15 KVA m �i — � 5. Provide" and install an' outdoor —V—SI � ! lighting arrestor and, surge _ I. y o ro Gigh/rni�g:Aiiesic+s- # 9 9 r9 N o capacitor, manufactured b t 3 A d Suryc Caroecrfoi5_ 25 25 25 5 5 I I // 1 // 10 (rAJ30EL-,r 7/ �� oc See Nc{ 5 2 /Z Z N _ Westinghouse or equal.' --- V. ��4� Lf ` u r u'- myoleOGkirreR BAR G-I G-Z THICKENER BES �� ci 3 Pnl. BLOWERS 14YOROGRITYCR DRIVE SCREEN PRESS POLYMER SLUDGE 3 :.. :.. :... "MLP" :..-...'.- -.. PUMPS -.. . tIARIFIER$_.. PUMPS FEED. M :. :......... \ PUMPS r IL v m Existing fo Remain Existing Facilities To Remain , u E. :.. O Qy z (hiE5TINGHOUSE FIVE-STAR) For Al+ernaii✓e I VS V Provide New C/* uif No. 2 On/y SFP-3 tiv� w BreaKer -to MaV•ch ti z a /, - > a Existing Pane/ SLUDGE FEED h 5 o _ F A A 1I s _ V Existing Panel MCG- A_ 9SoV 3 /2o0A Bus _4200o AZC _ PUM 3 �� $ f SFP-3-F z w O 3/4 a m i m if Z l3 l4 ro 7, 8 9 /0 _ 1/ 12 13 14 15' !6 /7 /8 19 l20 21 22 23 Z4 25 26 "ClC2 /2 J W.P.. . a o m / �'' 5 l > l > / / l ) 1 00 120AT 1 50A 150A JBoxYlon a o / / / I / / / 1 o w O F MCP C 40__.A IooAF M___.. M P �.- a 3 PGMP PNL. ---- LF CLF CLF CLF C T T T T (isKVA> -T= T T T T T T T_ T T T T T T LCP ��o. -- _ -- CRANE, U ` P„ CMI"SCUMPU �,,SCML AERAT1oNSC M PUM S M2BASINS �5-1'G-C W o z Motor Control center MCC- C-$ 4BOVo 3, 3W, 600A B[IS Wifh Fu// 6nd� 91 ¢Z� o00.AZC _ a m 3/4"C 2t�/2 E o w 1# 12 Gnd. W M INFLUENT l 2; 3 4 5 6.' 7 I 1*i a Gnd. F z ° .i 1 BLOWER LP 6 a LIFT IOO A O/ O A 100 A lOO A 40 AT /5A7 Z:25A7 / B G P, a I P 1 1 �___ MOTOR coN R L STATION I , MC , MCP / MCP / MGP /OOAF : )/OOAJF , 225AF T O a F x / 2-I00AF Spaces d Z Z CONTROL 2 1 CCAIT6 , SEE a 5 s ZB a j PANEL': CLF CLF ClF CLF CLF.: CLF...: CLF _. - a w � O F+ i_ 1 I HT.. aF 31 LtP-"L;PC, 3 3 3 3 o17 .W M--- - ---- -- ------ N rUHN�, 4� a �9 N^a c C DRAWING ET E7M 7M ETYI V tl V OF # I-t is tl^"0 a°� 14LCP=; "6PG" CP•'BSC" vo'4 N In p ^ " V V 15A 16A c ^ m mN , aC_ c \ ` A /5AT J5AT 15AT 7A- 7A x V �^Nb ci�a V mNm J MCP /Aur MCP V'�O' i /OOAF IOOAF IOOAF MCP V coNco, 1 1 1 1 i ^ I l R' C 1 gyp. Ate ?a 4X ^ C ,n In Stain/ess $fee! • d • . • V^ ci 30"x811Miaimum V V V c N I E/echm?zl %i RW. a, Wor'Equa/ y ^1 �.Al Q vR uVQN .I '(oAI2 CELL; LIFT STATION • • • Q51 30 3030ELECTRIC LS _l LSP-ry SP-7- SP-B GRIT / oR G TEP L YOR P _ L l � 6R T HY D klT ! ' VA VE BAR COAIVE u PUMP PUMP "R6-2" OPERATORS SCREEN "C0-2" INFLUENT I_IFr PUMPS 16P-3„ "GP-4" EV ► Ev-2 EV-3 "B5-2" 5 RETU2NI WA tE AC71VATED SLUDGE O 4 . D. D n u.uaaa EDWARD A CAIN 35796®� O .C�n PUMPING STA710N a V8� � °.yt S"v�'` si rLa SEE SH] 2 01F21. SERVICE LOAD ANALYSIS 480V130 LOAD DESCRIPTION FACTOR AMPS Exist- Peak demand recorded'. from HL&P Co. 125% 404.5 ing 269KVA- Pro- 469 Hp total connected'; 100% 625.4 posed Motors Lar- -75 Hp 25% 24.0 gest Motor Light- 8 KVA 125% 12.0 ing Auxi- 15 KVA max. connected 100% 18.0 liary TOTAL LOAD 1083: Exist- '4-500' MCM co er ha pp er p phase 1520.0 ing Feeder 4 3 - 2 Qi Chan ed fo /O o twofor &P SI<P=3 NO. DATE REVISION APPROV. MAIN CITY OF LA PORTE WASTEWATER ,TREATMENT PLANT PHASE I EXPANSION ELECTRICAL -ONE-LINE "DIAGRAM Turner Collie Braden Inc. CONSULTING ENGINEERS TEAS AUSTIN DALLAS EL PA H T N P I I SOI OUS O / ORT ARTHUR COLORADO DENVERIGRAND JUNCTION unit ALLEN Scale% NONE Date MAY 1985 Designed SWL Checked Job No.13-02000-022Contraot I Drawn SWS Approved Sheet 26 of 31 A E DD /`I DUM n/O. / /2/z AF 33166E (2) C 3 A 4.1 G alv. Nema 4X, 55. Pull Box - Loaebuf• Switches (3) Galy. Unisirv+s - P-2000 Min. H-O-A Swi-tches ;Y Access Cover C 3/4."0 X611 Long Heavy Otify, S Stainless Seel So)+ wi Washer O Removable Grafiq Conduif Bell End (Typical) T` E.P- Condu/ef (Typtbml) aaam I------ � Conduif a' With-nd Be// n : ExP/csio� /i�w� Gaada/ef �Oiiddrt (Be w) ' = • d LSP-G AirCel� 1- --- i (Belowj a i i C8e w) �= LSP-5-PC LSP-6-PG Air -rube E.P. Coridulef LSP-7•PC - LsP-B-PG 41 "KELLEMS" Strain Pump Power 6at'y With 5'eo�/ih9 Cover "CPOi/9E-H/a05'Ty�oe �////J al - q : Relief Split Cable Grips w�5tainle55 4' • ' ,li,` o .. o D;• S+ael Lace. Size As Per O. D. of . •'- .'• n ' Valve BOX Cable - �We+ We n •? •• . s-' ': I I. •, Fih fished ' n - Grade (� b . ',x : ; l i_ To Pump : - II. TYPICAL PUMP (:ABLE 1; •.. ° ....n INSTALLATION CABLE DETAIL ;:. N.T.S. _ SECTION A N.T. S. C3 X4.1 Galy. I I : -- I I -`---------------------------- GaIV• Unlsfrui' MLP=3b � e (Typical) TUP [CP "LSPc" OT0,00 ;.2 -:: a r xl04APff -ram LIFT STATION PLAN AT ELEVATION 18.50 28 I Concrete Slab, Afr Tube " Pla-tForm or SCALE: I/4"=I'-0A I Bar Screen StructuYB - .4111111"_FR-WASF=I FR-EFF_I MCC-A-24 MCC-A-2lo � Conveyor "Co-2" I I BS-2 i MCC -A -23 MCC A 25 _ MCC C / Route Conduits /n Cei/,n Space, See (Use Exisfiri Spare / ._ g E xlsf. Mom Ducf BanK i�onduif.> MCC-C-2 Jill "SITEFgPLAN"Far / . Pane/ '%NDP" MCC -G3 Confinuation MCCA-23 � MCC-C-4 CO- 2- IL MLP- 30 E MLP 26 I I —1— 3 LCP-"55C" Z ExistingMCC-'A" I ; F o Exist. L;ff Sfafion d Confrol wWP p MOTOR CONTROL Roots BIC" -- LOCAL CONTROL PANEL (LCP) Conduits � C I u L G" 94" x r/2"/ 1y d) Sol �/2 ��YON� Welded Pease Pla+e with Anchor Pvolts w� Min. I" Projec+ion TYPICAL LOCAL CONTROL PANEL SUPPORT DETAIL 3 1 S o Exlsi. "T-11 wv d W All-Cel/Floor Box Mount G,•hf Switch A•-. m EXisf. MCB MDP- p /✓eer/gh i/oor Valve Box MCC-(- MLP-28 The En f9rance of Starr d BU/K%e4d Removable Be%w a, o ,', FA'WASFI Roufe,Condui+s fox fr��ne qHo' Tubn9 Grating 9 FA EPF-2 ailing Space L/J K 750(F Coup/my _ E. Exlsf. Lfg. in C a. w/ w W a o Pnl, "MLP" : 0 9 V Exp/OsiOn Proof, 3 1-� U _ °::'o'. : ': Condulef Conduif i9 t� B. o c . / O a o-x—x.:°:: °,: Ouf e f Body wi fh = a E~ _ LUNCH r „' Sealm Cover. GROUSE- a d Z 5 _ ROOM EXrsfinoo Fence MCC- C -- Tee w/9 onEiw' o :..._. H/AJDS" 7"ype GUAR or Equal. --=- j a a 70 ReN•,aln : y " Foy iYodng w -2 2 C. Stub•u �.:. 3�1(0" PVC -e O I p; Pt-opRosed Fence ( f 3/110 PYC Caafed LC Ca ' o 4✓ 2 2 y2 C. 00 d fo Match x Capped Cv er Tubr'n , l ll2" PVG o I aced 4 n : MCC-C-7 Spares RECORD m Extstln 5 PPor B Sch.so 1 I PP o f qq ( L G P- uPP f,n�qq N CProvldL�d x / o Gi Angle wl><h 5,5: o I /nsrde_ - • — t- U F N Pul/bole ---- Installed By + LSP C/a",ps At 3' 0 ,. '' '., o . Contractor) Alamo 4X BOX �,O.C. to Arr Ce// MGO 30 MCC-C 7 \ �, F[107" -Air Tub ny o o - ,1 1 '/2" Sclj- 80 I ( \ \�' EV 2 2 x2 x/g Q Wifh s//b"PVC FR,?¢3G3 MCC-C-5 J, EV-3-PC MLP-Z8 x X Stn. Sfl. G 0 0 .I . Coated Copper ( ( t \ TE MLP- / Inside fo 2-2/2' c. 5oazs EV-1 \\ EV- 2-PC EY 3 S/ecfric Valve Operator, 30 . E/oW Reeoro%r /_ New Loeatron. o Confrol Panel GP - 3`PC - - \ %ypr�a/ Fos 3 A'oufe, Conduits Pine/ LCP-'FRP" Reloca+ed Exrs•hny Door ¢ Fence (sy Sfn. S.H. Clamps I EV I PG 11 a !n Cedmy Space Con+rac+or) Wifb S.S. Screws Grit Pump Grif Pump I SUPT. Proposed Duc{ Brass Compression Fiffiny I l OFFICE Ban K. See "SITE PLAN.' For, NO. DATE REVISION APPROV. CITY OF LA PORTE s"x/z" sfn. sfL AirCe/�6of>t�e STORAGEyydr�. rt`-t+er MAIN WASTEWATER TREATMENT PLANT ` .. ' //2"Stn. ' ' I l Welded to AirCc/1 HG�2 PHASE I EXPANSION l3aff/e And •fo 2., x 2 "x /¢"L MLP 30 T �- 1 ELECTRICAL, INFLUENT LIFT STATION etfom o �_ AND HEADWORKS B/ef well = 3 aD WP FG' TurnerCollieOBraden Inc. s iV lq ,. ?. -.. :.. Q : ® • •�' OD CONSULTING ENGINEERS HEADWORKS. PLAN- AT ELEVATION... 29.0. ='k D, TEXAS AUSTINDALLASEL PASOHOUSTONPORT ARTHUR n . u ...:.....................`..DO COLORADO DENVER/GRAND UNCTION EXISTING - OPERATIONS BUILDING PARTIAL -PLAN - TYPICAL AIR TUBING- AND AIR CELL SCALE 1/4 1 0 EowARD A. CAIN SCALE: I/4"=1'-0" INSTALLATION DETAIL v 6 O'u Unit ALLEN Scales AS NOTED Date MAY 1985 - 2 ec��o�'F� 3579'w� f cF..,�S,..• N.T.S. Designed S. LEE Chocked Job No.13-02000-02a:ontraat Drawn S.W.S. Approved Sheet 27 of 31 x. . A 331 66EI ,. . 4// 15 fixtures fo be Will Mounted L ' " /2 O Above FinishedGrade — BL PS C „B„ 11 NOTES All HA" FiXfures _ fo be Chain Mounted 10'-o"Above Finished 'floor G p . L fxhauyt i Exhevus�`' Fsn EG / Fan EF-3 Or..Pocf Exhaust an /aLNC CY fan EF-4 On Roof F. F r ( r BL 1.Jw*�1 i e e M A 4 _ o. 1 I� fr t .. / .. 120/24OV,1013W PANEL nBB n Suff4Ct MOUNTED 10,000 AMPS `RM Y '�' S SYMMETRICAL INTEGRATED RATING MINIMUM 80 AMP MAIN CB NEMA i ENCLOSURE SERVES LOAD WIRE C B CKT A B CKT CB WLRE LOAD SERVE S • Room' L/ght/ny 90o I Z 20 I .. ^ ^ ^ ^ ^ i. r• ^ ^ ^ ^ 2_ ZO /O 600 Flowlneter Pane/ fn-AVASF `Outdoor LI htin 9 9 8 00 /2 2 o 3 4 2 0 !o 1140 Dlgesfer L'19h//n9 e' f�ec Pfac%s (a)' 540 /2 20;' S 6 20 1 0 1140 Di ester L h4• I rn 9 9 9 ,fece,p.�ac/es (2), 366 l2 20 7 g 20 10 1140 CLz Con4acf SasmLt 9 Exhausf Fan 6,04 600 / Z 20 9 10 Zo 1 o 1140 CL2 Contacf Basin Lfy Exha >` Gar, EF-2 80,0 /2 20 Il 12 Zo /2 000 Exhaasifan EF-31 3PerG 20 - 13 14 Z O 5 awe � 9ParG 20 15 16 20 9�are Space 17 18 S Pace 19 20 1.__ Provide and install 30A/MCP, NEMA_1_starter unit with control transformer, relays, run/stop switches EXIStin Belt Press with indicating lights, and variable speed control 9 with s eed indicator for um "SFP-3" to match c p p p existing press control s'stem.at the existin r -1 � 9 belt p Y 9 _-1 � Is _ M/ I Ks � � � - EX tiny Xny Tan belt ; press control panel. - 1 i 2. LCP-"SFP-3" to be the local control panel for pump 1 1 Ezistmg Be/f Press : "SFP-3" with loc 1 start auto switches and remote 1 Control Pane/,See s eed control. 1 1 Alos°e P . 1 . 3. All power, control and signal conductors to be 1_ 1 _ p 9 provided and installed by contractor as per pump 1 _______ ,_-, and controller manufacturer's.. requirement. Do to r nd _ - _ wn 6 ou SFP 3 P SFP 3 C See Nofe 3 Floor FIRST F RS LOOR PLAN (EL31.00) SCALE: Pressurel Flow Switch (ro SfoP Pump Af Low ....Pre / Flow) I MCC-D-3 MCC -A-/ �1 SFP.3 EXrstmQ � / „64, - _PS-L ASHCROFT 50YA-/5 Pressure tc DP.OT h Snap..: Sw/ Ex�stmq sludge Nof e lowers' 1 PFG BBL'-7 Elec Condurf PS A t 5 z P NOTES Mite And 3'-O.. 2%2'rxrl2"Corrugated 6aivanized 1.' Chlorine as detector panel to have silence 10'-O"Min. switch for horn and acknowledge pushbutton. RSP-I L+S.Fixture"D" Welr " S+eel 20 6auie 9 Slope i for alarm Tight. ------ _ -- C5 X 6.-7 Power Factor 2. Weatherproof (WP) horn and alarm light for � Typical CL2 leak. Horn to be PANALARM Series 70,. EXFRM., i Correction �r--� HPA12011,60Hz, weatherproof or equal. ondurt Be// End (7-Vp/ :z 0, E.P. Condu/et CTyplca/) 30 Stat nPumpir5 W.P.fchht LTG- "JEo LC1P- RASP I 9 11 ., � L3x3xYa" G Pa rtir�e _ -- PANEL PANEL V I' W.P. Outlet ° "RSI" "KSP" -- == -- --- - - -- - — ;- - RSL-1 RSL_-8 3/C���/✓ r------------ --I RSL-2- RsL-lo,l2 Anc/lorBo/f /i/ P-3-PG P-2 PG ic► I I RSL `1 i' 66 i' 6" -- I / — A,rTube P l-PG RIWAS P/ RSL (Be/ow) -�� - iv & 1511Z00 ( secure Conduits w,tl, / / �' 5. S. Clamps From Wall / I \ �'T PI,ole 'N a }. I R/WAS P2 I v r I CBe/ow - 1#4(T `�_ / �- = R5P_ 2 RSP-4 �iCC-G 7 RSP-6 -sr6�02„ ' SAY2% o iv I \ / Air Cell RSP- 5 RSP-5` P 2-Pc FRONT ELEVATION END ELEVATION S.P.H Condule f n . /nterlxZ Exlsfinqq Exh. Fa 27 With CLZ LeaK Detector �e/Was'p-3 SWITCH RACK DETAIL 1 chtor�>rz Gas e74__ CBe/ow) SCALE 3/8"=I -0" ExiSf Exh. Fan Detector pane! (See No -le /) p w z a . R5L-2 RSL-4 - e m -6 RSL i 1 RSL-1 o RSL - 8 I Con6reAC Slab a Q m a ._'. - S RL-10 I L . Pnl. �iPSL" Transformer' i Foundafion O w ,,:.. ..: I w ,. SL"Above s_ o ----- 120/ 24OV,10, 3W PANEL 91 RSL is SURFACE MOUNTED /0,000 AMPS RMS SYMMETRICAL STAINLESS STEEL INTEGRATED RATING MINIMUM /00 AMP MAIN CB NEMA 4X ENCLOSURE SERVES LOAD 'WIRE CB CKT A B CKT C B WIRE LOAD SERVES R/WAS P.S. Lighl<iny 360 12 20 1 ^ ^ ^ ^ ^ '� r, ^ ^ n r� ^ ^ r1 r� ^ 2 20 /O 720 Clarifier C-3 Lighting LCP- "RASP"Confrol /a00 J2 20 3 4 20 /O 720 Clarifier C-4 Lighting Spare 20 5 6 20 /0 /440 Spliiter Box Liyhtin9 20 7 8 20 /O 600 F/owmeter FR- RASE 20 9 10 30 a 18+0 Floodlight "Ell ZO 11 12 20 Spare Space 13 14 Space: 15 16 17 18 19 20 CL-I CL-Z CHLOR/NATORS Connect fo 120V Circuits /n Provide - WP Ligh'l' 9w4ch Ex/shiny Lty. Pn/• "CLPI: rior Chlwine Room Pro wde /nstall 3 New 20A$ /P Crrcwts•BreaKers to Lghf/n9 Oufsids the a E '�, 17oor i'o r?&,olace Exls-►n9 Sw/tch lnside •ht7c Room I. Chlorine Gas------ Pane/(See6/ecf��c I----- —1 See E/ecf Disfribu><icn 3O/3 I swiirfi J Saris/n7f on Th/5 9heeZ TON CNLORINF eex{Sf. I z 0 V LI htinW CONTAIN5R5 P�nef CLP--- Power Panel "RSP ; 480V, 30, 3W, 225A BUS W/TH FULL G"D. I' Inteyrated /Pat/ng of Pane/ fio be 22,000 A I G - 1------ 1x o a (-- — 1 /y o 3 Q 4 5 6 �-- — — —I Ld o ) 40 AT l5 A r l 30AT /5 A1' 3OAT 150 AT 6 ' 0 .,Above Grade — — — — — -I o //DOAF )/00 AF / l00 AF ) IOOAF ) W 6 ..; /oO AF ISO AF 2-lOOAF Spaces: (See Above 6 W H , a _: >' �Zy a rr 3#10 'LCP-"RASP' Oane1 Infegrafed Rafing 4o be i 22,000 AT,G zz z 2 _C, Oa o H aVIV zQ __o �Z z i \N ry n1 mC w a N h = 50 A 5 0 A T EXis ny highfiny • - 50A /5A __ _. j¢'�C., 3:#!-2= W-O" Above Grade O E~ N m LCP- SCM3 LCP- ScM4 MCP MCP MCP Tro'n former (See Notre 2) 6 -- �1ooAF -- — EXISTING' CHLORINATION BUILDING PLAN e. a - q Transf."T-RSC tat 3oA ii JAY?_ -Pale) SCALE. I/4°=I'-O.. 15KVA, 480V io130A v N MCP /MCP 47 9 Gon r 1201240 V v 10, 3W ------ 2 Controller - F C -- 1 I-------------- C S-¢f1 --- ---- ------ Wifh Level fa5es ^ -- - mControls -- 0 i_.. N V _.. I d• M 1 : :.. ETM ETM ElM 1---- O or } LCP-"C3" N LCP-„G_4n N �s ro n O �' 3A O # PFC PFG PFC N 3A 9 MCP # MCP I�\ 4 N_ m v ro 1 m Q v c,-- -RECORD DRAWING J , fn V (A I if --. C ' i iV �• �. V : -� ,�. NO. DATE REVISION APPROV. i a '� > `�7 Ex�shhy /zDY-qj CITY OF LA PORTE v+ 1 o O v C R 4 s :.S m ut °n N ; F & & ti s p Gi h:!�y facie/ _ MAY 6 1988 DATE MAIN WASTEWATER.... TREATMENT PLANT PHASE I EXPANSION I PNL.'RSL" To Air m v"N To Ai d- N V'e N N Cell w To �, cell �, �o / vN o o TeA;r ELECTIRICAL- RETURN/WASTE ov — o ' o Q cell ACTIVATED SLUDGE PUMPING STATION l l '7%2' l �%%2 OV 25 � 7 7�p, Turner � „ R IncARIFIER SCUM 7c CLARIFIER Scull To RIWAS•p/ RWASP Z RWA P�3 /Z :.� q�j 1u1 1 e Colfie�Lraden l! 1' .. �S 3 / / S / �. •.d'�� CONSULTING ENGINEERS "C 3" PUMP "C-4" PUMP u d -.. - - D - 1, - : -..-._:_.�E fn- .. `.. 55 .-._. ................ . Pi TEXAS AUS71N/DALLAS/EL PASO/HOUSTON/PORT ARTHUR.: SCM 3 SCM 4 RETURN WASTE Xig i g f�Ce _ r _ / cAe;.. iJ 5 __. _ EDWARD A. LAIN.... COLORADO DENVER/GRAND (UNCTION ACT/VAT60 SLUDGE PUMPS __ IY /' g.....................f¢J -.... ELECTRICAL DISTRI BUTION DETAIL ,,� .F � ,= ALLEN Soaiee AS NOTED Date MAY 1985 ,,FS. L. ET / c 5 f R URN WASTE' ACTIVATED- SLUDGE PUMPING of A De U NG STATION ONE LINE DIAGRAM CHLORINE BUILDING cat-. Designed S. LEE Chocked Job No.1302000022ontraot I- N T. Drawn S W S S .Approved Sheet r2 9 of ' 31 i r 48ov 480v-r 48ov r 4a0V 48ov - ®-� yl iy-- A120V: f 0 /e0 12oV 20 V LCP-"LSPC' q O A -I Sec. 1tR O A 0-l80 Sec. Rp ON�OFF 120V 3 OL's / 120V .� �, f TD R 300; \N TD-R 30Cs R0 -M) -"-o- (� L.O.LmMotor 30L's C2-47' 6�-o a �-a M M 6-i-a sorque) n_is L.O. M OA M �J --- , N CR-47. 8 0-160 Sec. Limi+ Swreh TD CR-iE' Afi !ni Id N L R lueni Lt TM CR-lt Temperature M ETM M CR-GP31 -GP4 M S MotHorater Hand PumpStdtlon O.G. Af Puwp r----� Start cCommand ------ , From brit L.O. Switch TO 3OVS --- •roraue Alarm-, G Removal �+ 6 rq.7 Oif o -per 1 �— M Temperetare� R R L;rrii• CAI-H Alarm Con fro/ CR-H63/ Voltage CR PS ` e O.G. At Pump M M _ Switch Horn System CRN64 PhasL� "M r__ Moisture r-- CR H Y G Deflector +, G Imbalance � a db r--- Relay Am pressure EtM .._� Low. H N At GCP-„LSPC" H N Silence Resef CH Alarm lo, Sfarf H dr r/tter - Moisture Defector R•A CRF A Li h With Trine De/ Slop n Space Heater ------------------ -t� CR A iP CR•A-it_ @ Motor - - M - CLARIFIER CONTROL SCHEMATIC GRIT PUMP STARTERC -----' CONTROL SCHEMATIC y G Mo/iture Probe Moisture Pump Moisture it At -Pump Pump Probe P Typ'rral or LCP-'C•3" LtP-"t•4'. TYPieal rGP-3 GP-4 Moisture Alarm_ A/arin BLOWER STARTER CONTROL H E OL SCHEMATIC TYPICAL INFLUENT TYPICAL RETURN/WASTE ACTIVATED - Typical for aL--4,8L-5il3L-6> LIFT PUMP STARTER CONTROL SCHEMATIC SLUDGE PUMP STARTER CONTROL SCHEMATIC T 48ov _ T 48ov � T Nofe: CR-X- to be CR-S for LSP-5 5-tart Command' Note : CR-* to be CR-PI For R/WASP-/ 54'ar•!- Command 48ov I CR-6 For LSP-& „ CR'PZ For R%WASP'2 u Itm= -� CR-7 For' LSP-7 " /2o V Scum Pump 120V 3 CR-A CR 8 For LSP-8 a CR-P3 For R[WASP-3 " ": H 3CM-;c H O. to 3E to be c R -A-S for L SP-5' Mosture Alarm CR A-9E io be C R -A- PI For lzIWASP / Moisture Alarm L.O.I CR-OL 3OLs L. @ Mo r SOUS 12oV CR.a.7 Poor LSP 7 _ „ CR-A-P2 For K/WASP: 2 „ „ PS-L Ps-H _ o° 11 C1 14 3-0 —oho-- M _ PS L L S A M _., CR A'8 For LSP-8 „ „ CR A-P3 For R/WASP�3 M CR CR-HG-4 M r--- 47 Atarrn CR-H 5 ot�e Heater C' `__ 480V,3� CIE, tD NG2 - . A /20V LILZL Neutral 72oV LIL2L3 Neufral H F----� F----� r----7 CR K a o J :: : - / A p 5 Il Volta a Phase :. Imbalance Re/ay :.: I /5A /P / Volt hose age P Re% imbalanc e _ _ Oil Low Switch From Pump Peservar M --fir---- 1 : CR-HG 3 ' - - J Vol+a9e Phase imbalance — y Tp- O-SMin. Relay Oil Level Sensor �� R GR-HG-4 MGE w zr------ o= CR CR47 47 CR �- CR _ LI L2 L3 CR47 r---- , 7 �_-i . __J JCR-OL -OL _ o Z ._ A �__ I -----, Oil Level Low Alarm a ¢ m HYDROGRITTER"HG-211 STARTER CONTROL SCHEMATIC - BLOWER CONTROL SYSTEM SCHEMATIC PS-1 /te a A rn h 9 Alter'natin Sin4le Receptacle P ItlAir Compressor Re/ay, CSP 5 PS-! Relay, CR R WASP-/ 5 PS-2 Four- SP CR PS-2 Three Pump R wASP-Z CR Limit Switch Arr T 480 V a 6 O er Pum P a ion PZ 2S-* Compressor P5.3 P CR LSV-� PS-3 CR RwASP--3 ° I Opereticn 7 P3 Alarm CR 120V_ PS ¢ C508 cR Horn �5 -- 8 -r- ca-y ceA 11 Alarm Lr hf Hi h it 9 H Timer O-Is Min. O Re set - High Levge/ Level Run Ti r,e T-i �_ N CR N A/arm Gryht Alarm _ A O4/r'door : -.0 O'20M! ... Re�>`'', A High Levd Horn._ ce CR->:S A' SAY I ev T Con+col CV-1 _. ,- High ff So enoid Valve For Pane/ Space T"2o-2oMin NOTE cR Leve I Arr Process Water F+eafer -- CR- o Control EV-2 N 5/M,d✓LIl ComprGSSor 7,3 EV2 Arr Receptac% o in eR- -ro con+roc EV-3 1. All local _control panels and flow recorder Remo % compressor, �--Thermos4a+(4cl us4able) eV3 panels with bubbler system to be large �' Pane/Door Close On Fsilin Ternpera4uve %yyprcal Elec, enough for air'compressors'to ut- in the Switch Arr 5 Value LinrltSwi/dr RePea+able 1 imer, 3 0perai ions 9P - Compressor TYPICAL SCUM PUMP a . Closes,When Va/ue Each With Adjustable 0-20Minotes panel with ease of access for replacement. Pane/Aaor - 1 Ali- r Complete/ Opens /n 60 Mi;w+e Cycle sw;t�, Compressor SOLENOID VALVE CONTROL SCHEMATIC e�-',�_ 1 _ th'errnosfaf[Adjgsfab/e) Panel /nterior- Light �q �-Closes On Pal/in Temperature 3E SCM-(, SOV 1,2 5-1 In LCP-.,SCM("; EV 2 Star+ Pump Pane/ /nferrorGiyhi Pane/ Space He -ate/ SCM-2,SOY 2,Z5-2 In LCP-"5CM2"; i CR_ GP-3 Annuncid�or Annunciator SCM-3,SOV-3,7-5-3 /n LCP-"SCM3; See Nohe l EV-3 I P3Start _ SCM-425ov-4,Z-5-41n LCP-"SCM¢. Eledrrc 1 CR Pump - AJ+ernatar I p4GP.¢ ZSP--S LSP-6 LSP-7 GSP-8 R[WA5P-1 RfH/ASP-2 R/WASP-3 CR-EVI R- V j Moisture Moisture Moid>'ure Moisture Moisture Moisture Moisture C E Z CR EV3 z w� z 48ov rOp�� R-A-S C - _ - - --I�-.— en Close en Clo5e O en CI C R A 6 CR A 7 CR A 8 CRAP! CC A PZ CR-A•P3 OP P d p., a osel EV- I EV-2 EV-3 EW W z a r( H; 120V Bar Scregn 1 cfirie V iv uto +. e rn ; o L.0•@Motor Motor$S 3ols E e a e A ma is Mod w o INFLUENT LIFT STATION CONTROL SCHEMATIC RETURN/WASTE ACTIVATED SLUDGE PUMPING ° M m : UM NG a �— as (LCP- Lspc,-see'Nofe /) STATION CONTROLSCHEMATIC Perrrrrsswe'Con+act From L,mif a Tor ue q E -r, .� Switches,O ens When -Head Loss-Eirceeds a m - : H o ftcP RASP ,see Note !) P _ GRIT REMOVAL CONTROL -SYSTEM SCHEMATIC FWr a a $et D ifferen-hal '-`� o 24Hr. Re eafableT in Switch it - � 9 O a P r e KS BS Of. +R -17 W NA s Olt F, 1 ON a _ �DFF OV L . Circui-I- -I d Z z 1_ switch 12 ty r 48ov r N aka 3OL's , 1983 I w �' O L.O. @ Motot p E. sz_�s M-83 ° o— r A i.. ON[OFF {20Y Cogveyor „ N o F/ow Pressure 30Ls Tol Co Motor CO r U F m Switch L.O. L.O. L-0.i L.O. Recorder.. Transmitter n_L M M-65 _ o o To- 0-180 Sec. 5/m /ex Each N� FF Control co P O.-LD wl-fh LOGKOvt(L.O.� - 4 Receptac/r —LJ YY mloressor; io be Loca4cc Al Dig es+er/Aeratio M M _ _ 3 a J_ fl F/ow /PeCord �ar�e/ r aasin6 in 4 0i•F-Fereni --- n II ` a 11 AI 1- Compressor Lora+ions G BAR 'SCREEN BS 2 /CONVEYOR-CO-2 l - Aoa�i.$erliiCe Bur%dity 2 ---, CONTROL SCHEMATIC -%hermos4at(AFl ustable) pane/ Space LCP...BS.. - y R NO. DATE REVISION APPROV. Close on Fal/iny Heater - Q Fes- "wASF" ___ CITY OF LA PORTE Temperature - _ Fir MAIN WASTEWATER TREATMENT PLANT E T r P� _ r _ -, O _ _FiP �AeF PHASE `I EXPANSION FI FlT _ - o e C�i ormar`oc5 _ WASP FF /rl Ch/vrin�.:$ui/oily -�_ � n ELECTRICAL CONTROL SCHEMATICS FLOW RECORDER1 PANEL WIRING SCHEMATIC PORTABLE __AERATOR__ STARTER 'r;cal For FR-"PAS "• yr��%3/c "d. C b/e _ yP r F , C 0 9h! a CONTROL SCHEMATIC EfF / Be deg o_ FR- "WASP" • See Note' I / n. BB , _ _ _ / C /- 3/c_..F�h/d. Ca6/e --_ _ -...� l�r'•' �.] j FR- "EFF" .(Typ-real ForTwo (2 To+al) FRPffSF/ 6e%dea -Y PBS._ M-_ ,_ - .� Fn� TurnerColfie �r�tlen ln� 4 �gp - .. :. •• .,9�V4 CONSULTING ENGINEERS -... :. - - _ � .�. _ . c __ ._ .,.. ... _.:._ <';.:.--.- �'"4 .is �•. TEXAS AUSTIN/DALLAS/EL PASO/HOUSTONIPORT ARTHUR FRWtS / f3eCr�er/_ a+r. c COIORADO DENVER/GRAND (UNCTION ED4VARD A. CAIN 0�; :mJ 1 T V v.s- 3.,/ea_ o: �e_ unit ALLEN MAY 1985 NS RUMENTION CONDUIT RISER' DIAGRAM °a,o _ r�.�1% sole= NONE Date N.T. S. Vp Ss/ �� Did S W L Gheoked - Job Nol3-MOO-022Gontroot �. ACargif _ -.. Drawn SWS Approved Sheet 30 :. of 31 . : z o J w z Q o - . m - z ❑ z a a Q ' Q - °O G ❑ x E' I LIGHTING FIXTURE SCHEDULE LEGENDS TYPE DESCRIPTION VOLTS LAMPS MOUNTING REMARKS ONE- LINE "All. _ "CROUSE-HINDS" #H240RV industrial fluorescent 120 2-F40 ' Surface or Mounting height as b 'MCP Motor Circuit Protector, Adjust to minimum Set fixture with porcelain reflectors. T12,CW chain shown on PLANS. q�3oA Which Eliminates Nuisance Tripping mounted "B" "HOLOPHANE" #WL2K-15BHP-12-GR, Wallpackette 120 1-150W Wall, Mounting height as bNJ�/SA7rCircuit Breaker, No.'s Denote Continuous Ratin with photo -cell control, and wireguard. HPS mounted shown on PLANS. pZC FFrame Size. GF Denotes Ground Fault Protectic "C" Pole Mounted "GENERAL ELECTRIC" #C890N424, area Tight 120 1-150W Including manufac- ,with 14-foot aluminum pole and w.p. receptacle. HPS See /,1 turer's base plate and (`'J) anchor bolts and nuts T Drawout Device "Gill Same as °C", except with concrete foundation 120 1-15OW Pole Including manufac- as per detail on PLANS. HPS mounted turer's base plant and Fuse anchor bolts and nuts. See Detail a on this �� sheet. Control Transformer/Potential Transformer y f "D" "GROUSE -HINDS" DMVS2TWl00GP with vaportight 120 1-100W Wall/ See Switch Rack Detail _. enclosure and guard. HPS surface on Sheet 27. 3 Motor Starter` -''with Thermal Overload, No. Denot mounted. _ S Nema Starter Size "Ell "HAPCO" #61-059, 30' aluminum pole, base 120 3-40OW Pole Provide concrete pole plate and anchor bolts, #63-010-1200 bracket, Metal mounted. foundation and see three "WIDE-LITE" #FM-400-C-QV-P with Halide e for detail. 4 Red Indicating Light for Motor Running; Green photo -cell. 25 Indicating Light for Motor Standby "F" Same as fixture type "E", except with one 120 1-40OW Pole Provide concrete pole H-O-A Selector Switch fixture. Metal mounted. foundation and see Halide 2 for detail. 25 �e Motor Lock Out Switch "G" "CROUSE-HINDS" #VDA32GP with G27 red globe. 120 1-20OW Wall Mounting height as A23 mounted. shown on PLANS. i0 Electric Motor, Number Denotes Horsepower PFC Denotes Power Factor Correction Capacitor r� Distribution, Dry Type Transformer, KVA Indica Motor Space Heater zCLF Current Limiting Fuse (Limiters) to match circ rTTT breaker on MCP Rating Pole Base Plate Wi/h Ancha,-&Its Conduit Stub & Cap fo Secure From Bridge Been Light Fiziure,See P/ansAnd Liyhtiny Fixture Scheda/e For Type L/yhi Po%,See C== Conduit & Conductor Tag Slcheana/e Alarm Liy6f y Fixivre Controller or Control Panel for Equipment Seed Handrsi/ _ Nema 4XConfro/Pane/MounftdonHanc✓rai/ On/Off Switch or Control Station gyp-- ---�---•--p ---q Ground Fault Protection '" e f I C/art{er Drive Mo>`or Voltage Phase Imbalance Relay Sea/cite 7o Switch Mounter LocKouf Swifch/!nd 03 x 4.1 Salk I = Or Local Confm/ On Handrsi/ I i _ �Stafion-� FOR AND LIGHTI N.T.S. /A" r l J_l I Flexible Conduit To or Equipment S'10n9 Anchor (Far L.O. On/yi ALLATION DETAIL I eo/fs wpo ''n _� Pro/ec ion. Liquid itight&Up//n9 Finished Floor 112116rouf or P/atrorm ate --Feeder �L/yhi Fix;are, Ses Lioh;7yFiXfym Scheda/e For Type See Fixture 'Schedule For Po% Mounfiny Pole Base Nufs 4'Ai c/mr Height ' • f,3o/is fo be Furnished N/Liyhi/ng Fixhare And /nsta/led Per Fixture i+'lfgrs. WP'Pup/ex Receptacle ;;•.:.•.:•;..,�..: Requirements /" (14h7.)N0n ShrlW I' Grout -'1 3�4"Chamfer Finished Grade '' Anchor Bo/f 6;xt#Equa//y spaced. Electrical Cor/GIui7 Class ",0" Cone"A i @/2"Ties 3"Min. Slope (Typ.) From Outside of Conduif -Po Edge OF Concrete Pour 7: PVC Conduit �— Class "B" Concrete _f To Reber Otherw/se 3"Min. Cower Al/ Around For Duct Bant' Disconnect Switch Ground E7M Elapsed Time meter OService Meter Current Transformer L.A. Lightning Arrestor 51 Instantaneous Overcurrent Protection Relay VM Voltmeter AM Ammeter WP Weatherproof VS Voltmeter Switch AS Ammeter Switch -LPFC -L Power Factor Correction Capacitor `-tom Circuit Breaker with Enclosure LCP Local'Control Panel ----- Signal or Control Interlock A I C Amperes Interrupting Capacity of Short Circuit © Pump/Motor Moisture Probe Pump/Motor Thermal Overload H ° A CONTROL SCHEMATIC o° �_ Hand -Off -Automatic Switch at-0 6 A Float. Switch, Normally Open, Contacts Closing on Rising Level Pressure Switch, Normally Open, Contacts Closing on Increase Pressure �r-1 �- Push to Test Fwitch y� P.=P.ed Indicating Light pun; C=rreen Indicatina J:1 Light Stop or Standby, t.= Amber for Alarr. CR Control Coil MS Motor Starter Coil —��— Normally Open Contact All Above Grade Conduit•+o be Rigid Aluminum Unless Ofherwise Specified — Normally Closed Contact PVC 6oafed Steel Coupling For Conduit 3OL'S $tub -up $ Risers — 3 Motor Starter Overloads Finished Grade, Slab or rop ofPavexenf -- — Fuse Conduif, See P/ens Far Sise °••e•:..• -LrIJ-'- Motor Space Heater PVC Conduif /%2" Spacer (Non- Conduci/ny) ETM Elapse Time Dieter PI/C Conduit coup//;$ SOV Solenoid Valve o �o Limit Switch, Spring Return, Normally Open -C`N�_o- Limit Switch,.Spring Return, Normally Closed AO ® Ammeter With Switch VO , VS Voltmeter With Switch VFC Variable Frequency Controller WP Weatherproof Device NF Non -fused SN Solid Neutral WT Watertight Device E P Explosion Proof PLAN E--- — Conduit(s) stub -out & capped ®--- — Conduit(s) stub -out & capped o--- CUndui.t(s) turn up a---- Conduits) turn down. SITE PLAN EllProposed structure Existing structure Existing elec. duct bank == Proposed elec. duct bank 3a Proposed area light Proposed pole mounted floodlights ® Propose& pullbox below grade Circuit (conductors in conduit) callout tag referring to one -line diagrams and panel schedules. FR Field instrument device with call - out tag referring to PLANS and Specifications. TD Time Delay Coil L.O. 0 Lockout Switch i o Normally Open, D?omentary Contact Switch Control Transformer o- Normally Open, Time Delay Close Switch Normally Open, Energize to Close, Time Delay Open :witch 1 Grounding n �s On -Off Switch CR Control Relay L.O. Lockout O.L. Thermal Overload K.C. Timer L.C.P Local Control Panel CO Alarm Horn P g ED4VARD A LAIN Oq A 35796 PLAN Electric Motor De Loduout Switch (EX = Existing) Control Station (Hand -Off -Auto or Ch-Off) Lighting Fixture (see Lighting Fixture Scheule for Type) Fluorescent Lighting Fixture (see Lighting Fixture Schedule for Type) t/CondiactOr Tag from Pacer Panels or Switch Packs 5 PF - 12 t/Conductor Tag from Lighting Panels 0 Junction Bono Duat Bank 30 Wall Receptacle 480V., 30A Wall Duplex Peoleptacle 120V., 20A W = Weatherproof EX = Existing to Remain CH = Counter High Device Wall Peoeptacle 240V., 30A CH = Counter High Devioe Single Pole Switch; W = Weatherproof 3 Three Pole Switch $M Motor Switch Lighting Panel Q Control Panel --5—� Power Circuit Home Run to Panel / = Neutral, / = Hat, = Ground — -- — Hidden or Buried Conduit Exposed Conduit DiScOERiect Switch ® Transfonrer Q Thermostat ® Instrument Device - 0 Air Tubing- r 4 3 2 i NO. DATE REVISION APPROV. CITY OF LA PORTE MAIN WASTEWATER TREATMENT PLANT PHASE I EXPANSION ELECTRICAL— LEGENDS, SCHEDULES AND MISCELLANEOUS DETAILS TurnerCol ieO`Braden Inc. CONSULTING ENGINEERS TEXAS AUSTIN/DALLASIEL PASO/HOUSTON/PORT ARTHUR COLORADO DENVER/GRAND JUNCTION Unit ALLEN Soalea AS .NOTED Date MAY 1985 Designed S.W.L. Cheoked Job No. 13-02000-022Contraat'I Drawn S.WS Approved Sheet 31 of 31 B 33I668 E 3+00 cc UJ m I z co Q z 0 J a U w z � a . ❑ 0 z 0 Z m 0 w a ❑ 0 O 9 0 z z ( z h� z ' o LL W a U lw w z �o r w &0 ooa00 U z az W � s a00 Ir \ t`UFm� I_ P 3 113 'PROPOSED AEROBIC SLUDGE DIGESTER CAR PARKING O O LO z PROPOSED BLOWER BUILDING PROPOSED CHLORINE CHLORINE CONTACT BASINS CONTACT BASINS THICKENER HYDRO— GRITTER SLAB HEADWORKS PRESSURE TANK Z0 zo Fr J om J x U SCUM BOX CLARIFIER , NO. I P BOX •\ SLUDGE DRAW — OFF CHAMBER CLARIFIER NO. 2 SHOP DEWATERING BUILDING V J AERATION BASIN NO. I LIFT PROPOSED OPERATIONS BUILDING STATION' LIFT STATION PROPOSED HEADWORKS 0 O z SOUTH I'41t TH. STREET 0 O M z O O N z DISTRIBUTION 1 SCUM PROPOSED CLARIFIER SLUDGE DRAW OFF CHAMBER " PROPOSED SPLITTINGOFF CHA FLOWftTRETURN/WASTE BER — -- — I SCUM SLUDGE DRAW- CHAMBER OPOSED MPING STATION SLUDGE DRAW — OFF CHAMBER �— AERATION BASIN NO. 2 O O z PROPOSED CLARIFIER u r E2+00 E1+00 E 0+ 00 3 2 1 NO. DATE REVISION APPROV. CITY OF LA PORTE MAIN WASTEWATER TREATMENT PLANT PHASE I EXPANSION SITE PLAN _ TurnerCollieOftden Inc. CONSULTING ENGINEERS. TEXAS AUSTINIDALLAWL PASOIHOUSTONIPORT ARTHUR COLORADO DENVERIGRAND JUNCTION L soaies I"=20r-Orr Date August, 1984 LDSMITH Cheoked Job No.13-02000-020:ontraotUILAR Approved Exhibit No. 2 A 331668 FINAL CLARIFIERS W � � z o � a U W W 'c _.... B m � W m W 1 0 `G 2 T W � 0 a 0 m w � Oa U 0 � - 0 p F az x � N Um t� cn U Jr INFLUENT LIFT STATION FLOW l---�---- SPLITTING A & A� j SCREE PLANT lob INFLUENT TO LANDFILL AIR SUPPLY RETURN/WASTE ACTIVATED SLUDGE PUMP STATION GRAVITY THICKENER SCUM PUMP AERATED CHLORINE CONTACT CHAMBERS BELT PRESS CHLORINE POLYMER FEED -K WASH WATER I \� I LAND APPLICATION Ci C) 3 2 I NO. DATE REVISION APPROV. CITY OF LA PORTE MAIN WASTEWATER TREATMENT PLANT PHASE I EXPANSION PROCESS FLOW DIAGRAM TurnerCollieOBraden Inc. CONSULTING ENGINEERS TEXAS AUSTINIDALLASIEL PASOIHOUSTON/PORT ARTHUR COLORADO DENVER/GRAND JUNCTION Unit ALLEN Social N.T.S. Date August, 1984 Designed P GOLDSMITH Checked ,lob No.13-02000-020V0ntract Drawn A. AGUILAR Approved Exhibit No. 3 A 33166E 1 F Q z CL 0 LL J Q U Uj z Q Q m • w m - } QO Z m m a o ¢O ¢o 9 0 x z 5 a 1 O Q 1 H z a � 6 v J U y H W W > a H Q O m W � i ( Z O Z E+ O a Q W ❑ O 0 P. a 1�-1 (zi.� " W i i i I l 3 Flow To Existing Pun Station a to O ti O ti r N co (D C\j0) t» ai O N O V O 1' <t In V to O 0� 1A m O O O CV O V m to � 00 cal (D m M 0) V- cr n I- O CD r 7 1n 0) tO M O co r CO SLUDGE DEWATERI NG BUILDING ( THICKENER 1 AEROBIC DIGESTER RETURN/WASTE .ACTIVATED SLUDGE PUMP STATION 4 3 2 i NO. DATE REVISION APPROV. CITY OF LA PORTE MAIN WASTEWATER TREATMENT PLANT PHASE Z EXPANSION HYDRAULIC PROFILE Turner Collie c raden Inc. CONSULTING ENGINEERS TEXAS AUSTIN/DALLASIEL PASOIHOUSTON/PORT ARTHUR COLORADO DENVERIGRAND JUNCTION Unit ALLEN scaiel AS SHOWN Date August, 1984 Designed P. GOLDSMITH Checked Job No.13-02000-020Contract Drawn A. AGUIC.AR Approved - Exhibit No. 4