Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CONSTRUCTION OF MAIN SEWAGE TREATMENT PLANT
a m 0 7 Cai ui Z � o • W 0 � z O z y m a4 O w a a ¢ D O U O O 2 5 I NORTN ..R.. St Ion k SO�rNgv .j �awv 1 1 t 11 11 11 II l . NORTH "U, Sr I J I SEWAGE THE ' J l � INORTH _ __ J �_ __ J L_ _ .r_ _ J L _ J t_ _ J 1_ __ J L J L J J L J" ._..�\ �__ —----_—.— JNI I JLJ rORTN i �JI IL r 111 t NORTH "H" ST. L -it tJL J I L J 1. 1 I I:I i1 II 1 �) 11. !i ii it II -J L 48 I p I I_JLJ � J - .. _; _ I I - I - - LJ (_ �_ L_ L � CRCST LANC. � L• , \ - _ J i___.:._J A PROJU4 I� a I1 iI Ii II II I I�r t J� JL JLJ LJ 11 L�L JLJ�L�L'L_._JL-----_-1 m J 1_ J 1_ J I_ J L _t i_ J I_ J t_ L_ �r r( �r �r�r �r�r r r�r Ir1r--� tr I -I F1F-1F 7f( -Ir -11 -�I\� IF�F jjII 1 II 11 JL II II II II I) ,I it 11 tHeDleaR 11 II J[._1� 1�. III II II II III II III \�\\ -NORTH "D'. JLJL Jl_J L.J �.�L JL _JL JL Jt—Jt_.J LJLJL J s l_. JLJLJL JL'J L J L D �i �r--li--ir-lr-1r1 r-Ir-� V i l L< :I?Poar t 11 J1. _J �_ LJ�f!z,�'LJL JI_JI_JI_JI_Jt_JI ,L. LJL�I-f- JL J1t J I_ Jf-J C../Ii �\� � 90\`\\/eft. I- -1 � F -1 1 r r ADAMs JI ��J l! \, Y 1 JI-J1_ JL JL JLJLJt_.� L - J _J o'P 1 1 SPENDER . HIGH WAY I P ' I � �. I I I I I P I I I I FL I LJ IJ4_1 11 J I �N� l 9� T �� JVice, '. —� __ ----- - =L - --- -- ---- -- -- - -- -- - - - - - -JL J L1J I_ J I I J I I J OLD OREWD RO. _ r- , I I��` MAYOR _ c ---- < �J��C�_[_�CJ 1 �I 1 RIM 4a. (/�\ V ��•�/j//��fJ /�Q J CATLM'IT LN. WEST "A�J� �� JLJI_�ll I 1( ,•.\ ef`vae,_� �� IL II JL II IIC II., J L_.J L�L��._�►.. J[-JLJ[ 7r �- �� r - r c1 r - - _ ( �L_� I�C1[� LJC� --- -- J�JL II II II . �CARLow �� .. I •„ `. LJL JLJ 1_ J -- � SfONEN0Yi R0. \ < I I LJ L J L J L. J L J L�U L J � J LJ L� t-J LJ L.J � �` \>i�\i,�C + I r-1 1 I r 1 r -11- l r r 1 '-- WeI sT ! • .a I� ,\I. Do Ro<o 11JLJLJLJ LJL JL LI �JL..J LJ L.J L�L�I�L�[_-J s ..��iii�Q> /\ COMMISSIONERS o4 - v`>��o \© I r--� I F � i -I r 1 17 -1 r 11 t r�- 1 /� IleO 0 O I i�� _ it RD. I' I�L II I it 11 I� �I JL II �LJ ��L-1�[.J� rD / o h1 ,&?Z& �„ L J L J L J L J L J L) I L J L 3 s�' (((C/�--C/� E/ ��v G ! ! �` Q Ir�r �r�r�r� �r �r -,r a �- j 1 O 0> `//y,///J� 0 R__' 1 1 1 1 I I I I I I I I 11 I I Ir \ D > �%� I �ll � �� �E LJ I�[��11 m i- � \(�\ � (l/ l// +• Y/ P// i�^+NHV ✓ ,C� l/(/�V/ '- ,IOG� - J L J LJLJL L �I r V // 3 � 1 r WRSr1 '6" I II 11 11 I� II-JL II I__JL�L�LJC��_ir Roc�`�No Le }I ILJL JLJ LJ LJ LJ LJL J LJL _J aT /�/,J�o �J' ; r r 1 r 1 1- "l r 'l r 1 ? 7_.r l r l 1 G/o o N1ea C.t�C.,ea i -•i � �rJLJC I( I,I II I J II II ��JC�LI r • JLJLJLJL L J L.J L J L • I �r �r�rlr�r �JcJ���� c�sJc����a��L�LJ • � �/////%JD /jyJyJJ _.� F4IRMONT PARKWAY - ___ -•-� n r I I I 1F r nf�j j�1 D G._._._._._._ _' _.-._. 6]L I II .. L 11 �_ II II I I II II II L II I� I „ a ILJ4 JLJLJLJL JL LJLJL JLJLJL. )LJLJL /� ref Ir�r�r tr r ( ���r�r �r�r�r j �r-lr��'� ! / L I I I I I I I I L I L I I L I I I I I I I I L I1 L•-,-,� I ILJL JLJLJLJL JL JL JdJLJ LJLJL JL JL JI (' Ir11 1rlr�rlr (-I F it jr I - 1r L.J !` I I I I I I I I I I I I I d (I I I� IF I I u L m, LJL JLJLJLJL ll iLJLJLJL_ LJLJL JLJL_� i r1r1r1-- \... -... I_.JQ_.. (. ILJL -. I---_ ILJL JLJ \ I Ir1r PROJECT LOCATION ,r�r r•A V ��`�� Z__--. �,,. r•—•-•— •-•-•-•-•--•-•-• y LJL o \\ 1r rIr'tr- F-1F-1r-1f a r I LLJ LJLJLJLJLJLJL \7 w Ir w�ST�r IrP1rlr�r z 1 Q 11 1I 11 111 II J rr > a . ILJLJL )LJL m JL JL JI ' '. 1I 11 ,I T _.._ `WEST -I I- 1 1 r a1 r I r r `— 1 1 11 It I I I I r O" o w ILJLJLJLJL J L J LJ aF o a r-lF _1r-1r-1r_1r o w V 04ai o F IL��JL JLT J L J L JL EDcrw000 j. .. ._._. _.�._ _ _. I ZZ 5BAY HUVISOR I !/ ( CRE CEVT OR. J F s, J� BUSCH, HUTCHI N 8 AS _ . INC. _- Consulting', 'I Engineers' E 1 �} BAY OWN , a i J\ vI - 2 INDEX SHEET 3.8 AERATION BASIN SECTIONS & DETAILS 3 EXISTING TOPOGRAPHIC PLAN 39 AERATION BASIN DETAILS 4 SITE PLAN 40 CLARIFIER PLAN 5 GRADING & DRAINAGE PLAN 41 CLARIFIER SECTIONS & DETAILS 6 YARD PIPING PLAN 42 CLARIFIER SECTIONS & DETAILS 7 LANDSCAPING PLAN 4.3 CHLORINE CONTACT BASIN PLAN 8 HYDRAULIC PROFILE & PROCESS SCHEMATIC 4.4 CHLORINE CONTACT BASIN SECTIONS & DETAILS f 9 CROSS SECTIONS 45 CHLORINE CONTACT BASIN SECTIONS & DETAILS IO r:ROSS SFr.TIONS 4F, THIr:KFNF'R PI AN R, GFr.TlnN _ 11 CROSS SECTIONS 4.7 THICKENERSECTIONS & DETAILS 19 YARD PIPING PROFIT FS 48 CHLORINE BLDG. FOUIPMFNT fig FI OOR- P1 AN 0 13'- YARD PIPING PROFILES 49 CHLORINE BLDG. STRUCTURAL PLAN & SECTIONS ¢,- g 14 YARD PIPING PROFILES 50 CHLORINE BLDG. ARCHITECTURAL ELEVATIONS m Z ' oZ 15 YARD PIPING PROFILES 51 DEWATERING BLDG. FLOOR PLAN a o 16 OPERATIONS BUILDING FLOOR PLAN :- 52 DEWATERING BLDG. ARCHITECTURAL ELEVATIONS o , ¢ 17 OPERATIONS BUILDING ARCHITECTURAL ELEVATIONS 53 - DEWATERING BLDG. STRUCTURAL PLAN & DETAILS a.-. ... ° 18 OPERATIONS BUILDING DOOR SCHEDULE AND DETAILS. 5.4 DEWATERING BLDG. STRUCTURAL PLAN & DETAILS - z s 19 OPERATIONS BUILDING WALL SECTIONS 55 DEWATERING BLDG. LOWER EQUIPMENT PLAN & SECTION a 20 21 ` OPERATIONS OPERATIONSBUILDING BUILDING TYPICAL WALL SECTIONS INTERIOR ELEVATIONS. 56 5.7 DEWATERING BLDG. UPPER EQUIPMENT PLAN & SECTION ` SHOP BUILDING PLAN & DETAILS 22 OPERATIONS BUILDING STRUCTURAL 58 SHOP BUILDING ARCHITECTURAL ELEVATIONS 23 OPERATIONS BUILDING MECHANICAL 59`' MISCELLANEOUS CIVIL DETAILS 24 PUMP ROOM PLANS 60 MISCELLANEOUS CONCRETE DETAILS 25 PUMP ROOM PLAN & SECTION 61 MISCELLANEOUS PIPING DETAILS 26 PUMP ROOM SECTIONS & DETAILS 62 _ ELECTRICAL LEGEND AND' SCHEDULES: 27 PUMP ROOM STRUCTURAL PLANS 63 ELECTRICAL SITE PLAN 28 PUMP ROOM STRUCTURAL SECTIONS 64 ELECTRICAL ONE LINE DIAGRAMS 29 HEADWORKS PLAN & SECTIONS 65 ELECTRICAL ONE LINE DIAGRAMS _ 30 HEADWORKS SECTIONS & DETAILS 66 ELECTRICAL CONTROL SCHEMATICS 31 HEADWORKS STRUCTURAL PLAN & SECTIONS 67 OPERATIONS BUILDING. ELECTRICAL PLAN 32 HYDROGRITTER PLAN & SECTIONS 68 PUMP ROOM ELECTRICAL PLAN 8,-SECTIONS 33 DISTRIBUTION BOX PLAN - 69 DEWATERING BLDG CHLORINE BLDG & SHOP BLDG w 3 v P, F a oa H z rgZz1 O O Ey NQ�;o 0 34 DISTRIBUTION BOX SECTIONS & DETAILS ELECTRICAL PLANS & DETAILS 35 AERATION BASIN UPPER PLAN 70 MISCELLANEOUS ELECTRICAL PLANS & SECTIONS w 0 36 AERATION BASIN LOWER PLAN 71 MISCELLANEOUS ELECTRICAL DETAILS 0 m 9 5 i i . r DUNGvy , 37068 LA PQRTE MAIN :SEWAGE TREATMENT PLANT - - BUSCH H:UTCHISON & ASSOCIATES INC. CONSULTING ENGINEERS - - - -.' CITY OF LA PORTE'. 1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 3011 SAN JACINTO HOUSTON, TEXAS 77004 File No • 7401- 60 DRAWN 4' S. DESIGN . . ct+KD. SCALE ,� _ E T INDEX SHE DATE F.B. . ,. NO. R V REVISION BY . CHKD. APVD. DATE. ,, .. SHEET V B O R SH OF APVD. JOB N i,, REV. 2. 7 7 ❑ ( - { W m w Qo srrrN � a_ T m oo Z + + z � m 1t• 3 ,3. ��• 13 I� 9 E: 3 t 0n. Q oo + + 8 rfE AL oUrcac! n.n� y + A+ + 9.a� d D,0/^, 0 r. © SOUTN 40 4J /yl nU Z ,S o /hfAL rf 4cr ,,, / , ourFq!L novO 5 Sl/ 6P NI/- TOP Co/!e, EL. /4,34 SLFO H �.�,. Too u/AtE2 /2.S2 '�2 a. Q, : 1 I _7r12 o cut o&/J& Sr0,&? c eoau � d TOP SLA/3 r r TOP eo.c e. _L./s�3 �,z?Y,'u�: •sEr, TOP WIJ?G,P /3.(o9 (i - � - rat C 'fO /I EL.TOP 15� / 46 6 £/DD.4o' aye 01 Qa 2f 00 h IQ. Iq f3 (s rl CUP?OOu/K'E 6 ZL .T w AcPgr/ou T.4ue ®o T7jp sLu,3 F!. /s.4S ron cave. St. 38 9 O 20- /S 34.6 �TOP WgTE2 2 2 N � c 7bPR/uG/d.Bi O _ ' _ M 4 /43 4C2& , • �a o L Z coa. + 1 o ik' 90 2f, (pp 4 N Id ua w CZ4 /F 6'tU.•iGE u1f o z l TANS TOP ,^o r , ; d Q o CO/lC. E . 25.6 8 •r V_ cS c' .4 �. W m 4 T P T6 P 4. 3 Hr. Y rx O F/ 45'O. . I .II SOJT400: �;. .,,,Y�.._ N �:O✓ OO SQL H t _ _ _ o qq _9 q r` SDUTN 4 rH 5T. I D3 1� �$t Q9 0 + t I • O O C C O 1 as La_O u RrF eunc O O C Z a . 70•�4a'+ P , N _ - - ATMEN T LA ,.. . LA• PORTS `MAIN=SEWAGE. THE - t _ BUS CH, '- G HUTCHISON & ASSOCIATES INC. CONSULTING ENGINEERS - r . ..' 1107 FLEE 7WOOD DR. BAYTON/N TEXAS 77520 :,... 3011 SAN JACINTO HOUSTON,TEXAS 77004 • CITY OF L A PO RTE .1'. DESIGN DE GN .. .DRAWN. J SI File No. � 72O1 f3Q . EXISTING -; T f _ <.. KD /� Y. SCALE / 4 TOPOGRAPHIC CH .K. � .¢6 E 3 B F.B. _. N R Q EVISI0N HKD. PVD.: , . �_A DATE.. APVD.... . ... .: .... r:. JO NO. T 0 CZ REV. ': 'SHEET OF „. N.4+46.5 -I. III l_:_IL -. I - ,I,CH KIF{tK I NU. I..r. `` ` p CLARi FIERI NO. 2 �E.I+93.0 I` 111 tl \ � (�_L _ ^_ II fI ��I� n '��� III �� FUTURE CLARIFIER 2, a - 'c 0 U w G Lr 6 o o � w W � h g a c 0 m ¢¢ a O a 0 E-•H F o Z � g 00 (� 00� 0 N�� ...-. E. 2+00 !LOUTFALL II h SPA/NAGE/TC/� Lo1 3� o� T.P. 18.00 TP 18.00� Z I l-J Ll 0 0 I(( I FLE01 ^0 ii m Zo I CHLORINE TOP q WALL am CONTACT 20.G 11 6-12° 1. z ( 11 TOP WAL 22.00 \ TOP WAtLL 22.00 N.4+64.50 BASINS II Rl6.o 1+93.00 F. F.21.50 ' 1 CLARIFIER N0. I `--� CLARIFIER( N0. 2 ` T. P. 18.50 T.P. 18.32 �fT.P. 18.00 T.P.18.00 ----- ,� ----- - k� - r. e 16.321 /8.0 R - 5 -- A\-- i ---- - -- -- - • T.P I8.16 N, �� o O E 1+93.o0 _.� SCREEN 4.� /r ' SLAAB D 3\\ I �A - - _. _ _ I / C SCREE 1' 0 T. P. 18.16 ti I SLAB y T.P1824 TP18.16 N.3+35.00 m E. I + 93.00 = I TS.16.50 "� S ''� '� / ' �/ / T. S. 18.5 0 - �\ I / �// �� { •r m m R5 T.P. 16.32^•'fir E. 1+60.50 T W. 18.50 - z T.W. 18.50 HYDR GR ITTER SLAB ( z :;i t,IVLET � C -T. P. N 18.5 - -1 Y 'r 2 + 3 0.0 0 1 J _ THICKENER a a TOP WALL 25 o ''t � T G 16 00/ 3 ' 0 'I FUTURE J CLARIFIER -� : II 2� I /Z/ \•,\ Z/ �ISTRIBUTI'ON BOX1 I I _I 8, 50 , ° • ( m i_-- `°S. a_�- I 4J ��-IT-� I -I -1 HEADWORKS / 3 �_ �J `� C - TOP WALL 23.00 5' `r�. I I 1 °-' �hl LET - ---'- - -1 Gn I\\\ /O ' II. 3t 54, T.P. 18.16 E. I+3Z _ !� I / 'T. G. 16 00 ,'T. P. 18.16 li I E. 1,+42.50 ((\ j j`�',� v �I N.4t29 I E 1+42.50 - CONC. PAVEMENT -- 7. 5' 7,5 ' 1 t I N LET N. 3 t 3 5.0 0 p - ------ r- 4'- 12"C. P. R 16.25 4'-12 C.P. fL 16.00 �t ` E. 1 + 3 1 T. P. 18.32 INLET '' ( L'_ i 'Lh //;'' /� -_. O_.._ / �'- O _.-�_� Il O h; -m ;� N. 4 + B 0 I I /? \� • Q" �--� 8' / lG3- O \� 1 w ( TGE. 1.1600 �: 11111E ING BUILDING 1�� i� ,�/� I _.-!9- ' \ \ F. F. 18. 50 1 E _-- -EI+10 W NLET\ F.E 18.50 ,>T.P. 18.50 1.31-06 a � E f m .Itlf7 t� T_P. 18.50 `:_ i g 18 0 a L G. 1 s /0- --- - - - _ 1� T.P IB.50-m .Y� ��'. }t I' LET 14'�_ z n v t .3+54 TOP WALL 24.50 \ N. 4 + 9 7.00 1 i- + JI N, E.0+95.50 `VI d' _ Z /i l; T. T. P. 18.32 �, R-2' z R - 2, ���..JJJ _ 9 R _-L T. P. 18 . I G - - � T. It 18 .I 6 ,� - '�- T. P. 18. 16 h 2� -7T P. 18. 16 E. 0+75:50 \ 1 I ------ I - fT.P. 18.16 N.3+35. E.0+75.50 R=5 v�i I R=5' � T.P. 18.3 2 + T.P. TOP WI LK> 27.00 .' N.0+76.00 E .0+ 75, 50 v m m I - .`� �� .Y. T.P. EL.16.32 I T.P. 18 .4 2 T. 1 1842 4'-12" C.P. R_16.00 E. 0+47 ell ( Kim- -- - n AEROBIC DIGESTER AERATION ;BASIN NO.1 AERATION (BASIN NO. 2 O PUMP ROOM z I' - T. S. 18.50 ` 1 OPERATIONS BUILDING 0 \ �_ 7 5 -- �. T.W.I6.9016� T. W. 16.5 0 _ \` f - E. 0 + 0 0 .K,...0 ... _ _ .. ._.� T.. W 16.50 �C /J`- Q � -- ------ --- --- t• --- .TOP, A S P H . 1C . 0 0 / / ' -- -- I. 9 5 - R. I I .9 0--- - - - - -- {/- '3 - - -/ --- - \ -- -- - / / / R_ 12.0 0 fL l FL 12. 10 / Y / / I 2 A S H. C 0 NC. P _ __ -- _-----�--- - __ - - ---- / ' R=25' I /2°ASPH. CONC. PVM'T. R=I0 , R=I / / / / // R=25 I MATCH EXIST PVM'T 1 2 MATCH EXIST. PVM'T 3 SOUTH ff41f TH.,0STREET j r i - --- - ----------- - ---- --- ------ I I ri I I, O O O O + + Z Z /J/TCf/ N. 0+95.00 E. 1 +42.50 T.P. EL. 18.32 : I I r I I II FUTURE TAERATION / N.0+00 E. 2 + 6 6-- N. 0+00 i E. 0+00 I ------ --- - -- I 39 :�)-I� Gr<rc; • LA PORTE MAIN SEWAGE TREATMENT PLANT Bt_ISCIi HUTCHISON &/ASSOCIATES INC. CONSULTING ENGINEERS 1107 FLEE i WOOD DR. BAYTOWN, TEXAS 77520 3011 SAN JACINTO HOUSTON, TEXAS 77004 CITY OF LA PO --- �___- .________ O O DRAWN F/.S DFaIGN O.0 ro a F118 NO. go. yZo1-eo CHKD p/zY SCALE r'_Zo' GRADING 9 DRAINAGE Z z NO. REVISION �I ---ate -.--------- ------ -- C l BENCH MARK EL. 15.31 Nail In Power Pole, South I st. St. And ° K ° Street. a z DATE 3./,50 F.6. .JOB NO..�_ _...� REV. SHEET 5 Of 7 I APVD. DATE APVD. --`I 74 Iv6 s oz -TOP OF 3ANK --- I t/ 24" OUTFALL OUT -FALL ! LlN_E IJ" irk E. 2+66 30�- - -- ------- 24" STUB( PLUG) ....-..— ..._. n.-.-- --- - ,t\ € 4"_WATER "tn 24 ° 124,E crz Ll -----j ------- - -c - •'* , J / CHLORINE CONTACT 11 -j BASINS it HosE BIBB 1 � � 1 II FUTURE CLARIFIER ( I i 1 (J ' CLARIFIER NO. I CLARIFIER N£0. 2 -- _ I\ - ---- Y� - -- — - -----... HOSE BIB2-10"RETURN I HOSE B188 ' 2-10"RETUR ! II I 43 II / �,, '•.� SLUDGE ' i. ,I -'`SLUDGE .-.-.._-.--'---_- y� 3/4" PVC �V / / �:, ` /( 1 A V�.'. I I CHLORINE LINE TAIC as t /� Mm STATIC CREEN. `�� 30' aV -- /SCR EN / SLAB---__ p / a \ LA In ii p LI E,,. \ ' a ! � ' •, � _._ .L l'NE ° W ; � \ •,' �� �` 40� � :Cl�(�' 4° DRAIN% LII,1�} / � \ \\ Z - - E 6 \ HOSE BIBS — *: '.. ,.'.i.. HOSE BIBB i a SHEET 34 - _ T LINE U w-� �_ — L 4"AIR _ z Q ! / ,N .- � '•, �HYDR,_��RITT:ER. SLA_ -'�\., (..,... ...:� ` �,,.----i - --- (� :•;- - -. > a \ HOS E BIBB o \ rT-- _ _. -'- - ---- a-.� -- -30' (PLUG) I THICKENER 4 I HOSE BIBB --- -- [::Jr- 2 o - ---- - - ----- - - -- I, LINE nBn �� 2 WATER - 33 - ir-- r--------� DISTRIBUTION BOX, z HOSE BIBS A ,.• .. , h , . • Ix IB STM. •'1¢ — I ^•°: I' -_ - ,. -�K HOSE BIBB r- > \ ~ C -. �" ( ��� 6 DRAIN a m r �Q A HEADWORKS JV, _ -- A 4..AI 'l Y0W s0..,`i NE_uN" -QUO{ - z 1 Q"AZW 3 IB STM. CONC. PAVEMENT x: M m Q M a 29 o L8_. STM sZ.; & Z o o Z r " �— _� �. , 1 - _ <.. :, .. .v .... 18 STM. .._. F-.._6,. ., ,;,,v �- NE -..ems':- �nSn _\`, ...:-.. re... l"G.V,a B. HOSE BIBB - co: '—' co l �;' a O ..<.-. -s r _. 7 - . �. __ ....: I WATER n --- �LINESI� HOSE BIBB 6' .__ — u. 7 3� HOSE BIBS - - s"PLUG vAL Es ILI N.:E R:; . 6-G v B B 1 �s c v a B I . , '-i,,., _ 6 G.V. 8i 8 O DEWAf,E ING=BUILDING g � gI-Ll_N.E Uri LINE, -- - - - I Y AB„ P UG A 4° DRAIN 5 m V V S T A 35 _ 3 I -- -- - - — --- - - I -- -- _ _------- ------ --- ----- 35 o j( 1"WATE3"WATE R HOSE BIBB = I \ LB°FORCE MAIN=cam — 1 WAT R MAIN - II -- — ---j (' — LUi- '\ `H i[ HOSE BIBB HOSE BIBB OSE BIBB Ir = _ J -..,.- ' DRAIN -'•-- •k< <: '\ \\ i I I I I II =_= lL ilj�= _ JE NOSE BIBB .. - \ —� 7 7- 0.T.ER,LINE ,7- j. Y I— ----- -,I ii AEROBIC DIGESTER AERATION BASIN, N0. I AERATION BASIN NO. 2 FUTURE AERATION II LL.D-1-NG it — I _ i 361GRAVITY WATER METER °.GRY SEWER BY OTHERS) ' - N. 0+00 AT VITo I, .I E. 0+00 E. 0+00 Pt WATER SUPPLY (BY OTHERS)- .� - --- - '------ - --- --- -- --\_J — - -- - — -- EXISSEWER EXIST 6 SAN.--- — -- —T— t-----._ ----' - - ---'x36°STUB \ i. - I ------__------ -----------1------------__-._.------_.._-------- � EXIST. M.H. I ... -.... I / SOUTH 4JT H. STREET O O . -I- Z LA PORTE MAIN SEWAGE TREATMENT PLAN I f Busc}i. HU1 vHISON--&- ASSOCIATES INC. CONSIJLTI!�IG ENGINEERS - - - - 1107 ElF E IPJUOD UR, BAYTOWN, TEXAS 77520 - _ CiTV OF LA PORTE 3011 SAId JAt:INYO '-- --------_---------,1OUSTON, TEXAS 77004 O 0 0 O - O - O . p O FIIB NO.�r��0 DRAWN H- 5 DESIGN-O.0 ,+� a CHKD. n k.r. scA�E /'_ 2a ' YARD PIPING PLAN Z'. Z Z Z DATE 31BD (B. _ I NO- REVISION — BY CHKD. APYD. D TE APYD. JOB NO. 74-REV. I SHEET G OF 7 i 'O `3Z •o 9 I.. Cc U.1 m CD • �o,� of /SANK T OUTFALL II _. I ( N. 0+00 . I E. I / , / W :D o Air zp J / CHLORINE ' CONTACT I ".-. BASINS -s i� CLARIFIER NO. I I ' CLARIFIER NO. 2 FUTURE i CLARIFIER 11 z 0 a U ui z a a 0 . w m z 0 z z o 'm 0 w a o ¢ a 0 0 0 x 5 a 2 W z d W a a o � W � vl i O ,4 zz O oF,H N�\O', E—' Ez LQ Its mft 1gJ E. 1+00 r E. 0+00 0 STATIC � \` �� � STATIC SCREEN: �\ I � f I /SCREEN SLAB — SLAB j/ / \ HYDR GRITTER SLAB THICKENER ,;' t/ •• yl, - ---- — /- / Ct / / / / �L—IL r-------- DISTRIBUTION BOX ��\ •'r /, 11EADWORKS. CONC. PAVEMENT LIJ cr- / j /�/•�' DEWAfE ING BUILDING SHOP /�; // i / % / / / i U I I i ti • i i I \\ f �I LLJ I /------�1---� AEROBIC DIGESTER AERATION BASIN NO.1 AERATION BASIN NO. 2 FUTURE AERATION I / OPERATIONS BUILDING \ / i , I / I SOUTH 114"TH. STREET SHEGL� ---- - -- --------- — ----- -- ---- I i i LEGEN D / SPOT SOD SEED a FER ILIZ E o + Z LA PORTE MAIN SEWAGE TREATMENT PLAN Bt_1S{ Ii, HU iCHISON & ASSOCIATES INC. CONSULTING ENGINEERS 1107 FLE£TWOOD DR. BAYTOWN, TEXAS 77520 CITY OF LA PORTS 3011 SAN JACWTO HOUSTON, TEXAS 77004 0 0 0 O --- -- -- ----- -------'-- — 0 0 0 0 File No. &-'Zola® DRAWN //S DESIGN O.C. N CHKD. OR r. SCALE / 1 ZO LANDSCAPING P L A N Z Z Z Z DATE 3/Bo f.8. .-_— NO. REVISION BY CHKD. APVD. DATE APVD. JOB NO- T-- REV. I SHEET 7 OF7I s a z W d W ' o C " 0 0 aF az F z 0 c F F 00 oQq�i �OF oFA O a E 6 � a � y z e 2 O" s m w Oa 3 �z r H rn CG r r r 14.0 2 \ - 14.0 12.0 z ---- 12.0 10.0 10.0 --8.0 8.0 r. I _, Z LL Q U ui Z Z 0 a 0 °a 0 0 s a a 0 } - m wI L ----__.�_.-;.mod, /�A „ .+r✓.�'... " , it 1 I, �.� ` mod• .w___ � _. \ 1 2 , I .7Li � C3FrJ. 5 - Cr 1; t lZqi JE-77 o tea, s - �_ 717 q eleZ fA 22 — a _ 77-.,._ • r r —. t 16 ^� 1 " Fed !�/ , -ter ,- •-.. STr% V � - - .. \ - R --- — /d 4110/,?r4iJ•i p t\ n T� J4 //-aa (:L;"'0PA1.'V "A ., . IAII of o •- - LINE "All n LINE, B 2><00 `-; 1; 7.7 11 11 LINE C Lj P ,► 17 till. � � ..:_ Gr d _ +--,_Lj ., Ci /.�i• 4.1:' I I. I h -• tl 'q- 7 /--� Lr'/,'�i F t'�:! %f•-�Y.,� h. 2 1 � 'T. '� i 1 1';: - ,{: I(� Ijl :If._ — - " t\..� /.: "1 I I I {1 l r -� ------------- I b I,f.. - Ll OfSTi4:Jf'/G> l 45 .__ �. � jf ff yr. ---------- Ti ` a, %: I I ."5•'✓ L . F .t7�%7 r' :�. t ;- :.? F % th { i'j , - !, o . ` tt : . J �. //� ' � � �llr�. Lz.'� �' � �' r.:. ,i � ', 14 th - \ �t o -- --- 14 d / /it 4r 5n : rL /2. 5 c� , `� J` - J • 7/ 9 6 /tt /!7. G I Fe le NT r iC1. ! LINE I�D�� a�r,� LINE HEIi ,� LINE F t ,� LINE I I 11 0`� T2: /o ' LINE H y — '< . r4 -•' - - _ � r q .------- � •- .,�, ,, ono „ � ; �`. _ _ i+ 007 „�„ h ;� c E.rP�/✓' -s",`-:cam S,d rvo 24" Sru � L F_ -, �; '• ;. , 3C�" � r �• 3G . P � /L.'4 _ ,�'• :a c7 ..n. 3 G.F. 3G'., rPC:!? �-:�`"'�• �1;a 71 / \ N /C//` _ _7 /tC�:. tG..:.r's;.•. -- .i r,. Al — i ` sh _ �,4..._•, P(16d .......'Sly I •f 1-4 LAP R O TE ; MAIN.;SEWAGE TREATMENT PLAN U V C BUSCH, HUTCHISON &ASSOCIATES INC. /L'} „, +✓"�O• "Dw•�� - � :... -�G.r> - ' . -.., L. , ;: ...: <i .: .... � c ss11 .. 0.. _ .. - - .CONSULTING ENGINEERS ;r<?.C..f?, 5D e <•(. ..C.' ., t7 _ /� L.F, .. .-. .. 1107-FLEETWOOD DR. 8 YT X A OWN, TEXAS 77520 M 3011 SAN JACINTO HOUSTON, TEXAS 77004 _ %t 9 42 - --"— � . c . f fAtJ 1 C3i® s C3J 7- ,A;F I T /Fltg DESIGN DRAWN 1i.�. [D.C. all ,.r g 9 , ,f.vz :: v0^_ - 1 ... ,.. .. : w ,_. ._ .... ,.. _..... _. _ .,..., ,� :7,_ :>.. :, ..',. — : - CHKD. q.2:( SCALE DATE a A F. _ YARD PIPING L_2� PROFILES - U LINE T Il II 3 $O . LINE J No. REVISION 8Y CHKD: APVD. DATE APVD. JOB NO. SHE 7q.1o68 02 REv. ET 12 OF 71 _ r ri ✓v ; 'v r — , /01 4. F_ /6'' -4 "A!R(8.od t,9 /,V4. �,,,L_F_ f8^� Gc� c". ! v. '? 7��/: , /6yRd, 00 24" f `J _---- -- _ _ - ,.,-y� .-. '00/ - / „7-.> Ij^ ------------------IV ._ ._ -.- �G' '�'N T,. �o 2C> qy — /t r ti r' 1 :..... _.`.._. _ y� =7,0r - ' / ,....moo.! -- /ram'" ,;,�7U i /-r' � /2. B> `^•- /t:� /3- 00 G 50G.F, /8 va'O•!/9d 77L.F. /c� eo,// ¢3 1c9'`?a. f//r•ry:4 f !l1lG_� /cJ" @ G7_ f/% 00 /3_777 4f^/�f "� CJ, //�`o- Q �j /2./S nI t+Jo'3 °'•C'Jlc"C4 fEf2.a rr_/2.5'o Fc /2_e 9 � -. 3C " N ,J .V �� �" ,7T{, f /r / I 0 \ j " IJR I r r 8. 03 t TIM E : � ,- - L I N E K' 5-00 2r^�� ? �,� o/oo LINE 11 L 11 van L I N E o M it �� _ Q a •�. ,< 5_p / r�ia..:� ' i:,. FIL'�'Z ✓rJ � .. _ .. r� 3_ri -� 04 � r^t� - t•VE( nrl-LL v 2 / N = t1 P 1 - -- - -- ----- -- - - -- ----- - -- ---- ._ - -- - -- -- -., _ .- -- t--- --- _ ---'--- �-.mot_-:_._- _- „ rip` 49 o- o m �I r r t Chi -- - — - - OeA /✓<: � •. Nlur?<� TH�C KEN `: i 2 Awl H 3 /2 -I Ila 4.� v: I'—_J �.—! ��_� � -—..I •., __... .... " J -ram 9 .. � - `- ' e I 7 S - — — - N W _ ST,4.7/G' ,.( � G.. � ( .- , ...+u• j'• .!�I � i. •��.,. `� vY r� ws_•_..• �,\/�• (. (%/1A (./ rI� /> p � �•.' �T�tr,'c �.-.BEN ,- ,;" .2 .• 0.1 t�', � .G .�:_.! � �/ r 20 - 20 •• /8_ 5c; = — — ---- ---- --- --'ram.`.. . , .,!•`_.__ r. f r.: � Y-:,.•...�. y' ri: i�:,''"""..:..•. - _..._irk•-fir—j:..-; i,"Y/ , - — — - rr•.- „ / r.._ -. -- -------------- -- - - ---- .1��r7_ 4�--•-•---'_--_-- �— Ci r. �C •C�.r-. �. --- -- -- ---- — ---- c? i ----- - - 41, J ^ �. 2 4 � K /gu"��i' ti si y II �:../r�G•1:...�:.i /'�. -. � /(.:J'n STH ` - --- . ...„ .. p .. :2TL_:f 6", aC.1'777ih?s STi'i L�rS;Cx,r-r.:.;. f'. ' !2 yr � f i4r IrCJ• 50 p,a�c'�" v /8 V � -. -. �f C . /? [�? C�: � O ray Cy •r''. ` �,, _ — /B3'_.G- F_ 6." EXih'�l �`Tk'Er!Go T•,xr.. C- ,�, ,I 50 `�a ra, , � . 9- 0.9 ;; .:. 1i�3 L ,�. fir• /r 4�'Xr2a4' `S7+�.''�/u'G-7.*i ' C: Fr"i''i'3,�jc r� ": .� /;, . - . ,,,, .o r . ,, _ .:�Gf.�in•,} • 9.99 -- - • ----- --- - --- -- ---- ---- • LINE n N u n S a � I h, — � — LINE 11011 j\JI ' c .- p®' Q� y;.. a NY!'%• a..1/ P ' - ( �1� 1. M file Nfl• ass n.; �FG,,,I N� �c, r� f� A •FORTE MAIN SEWAGE TREAMENT PLANT BUSCH, HUTCHISON & ASSOCIATES INC. CONSULTING ENGINEERS - 1107" FLEETWOOD DR. BAYTOWN, TEXAS 77520 3011 SAN JACINTO HOUSTON, TEXAS 77004 DRAWN t4 .7, DESIGN n, C =20 YARD PIPING CHKD. P,Ry, SCALE - PROFILES DATE.3/5p F.B. SY CHKD. APVD. DATE APVD. JOB NO.74• o8 a2 REV. SHEET 13 �' 7 IREVISIONNO a 2a_- - - 22Lu Q 20 z C , - C� ct 'f ,• cg �9 `-, 4 HLfl � 4�2/FiG2 Irv- - , � � -� •--�' � t _� . : .� -�.;�.;._ Ill } A ' lI C __ EI ; - ' c :t : >- - C r r /f r ,- H_T - ( • 5O — --_ — _ ETA?/G ,4 ' cc!' !�? 1 P Q f r — _--- c�C ___ j _ _______________________________ ___ _ ____ w VV V i a , f ( C, yEk4 on1 I — / "5T / o o /G7 _ t''_ -1 Jam_ ( _ I . J: . •.;14:7'. �7 ..:,^ / /FC•' ,'!'ra I' rt} o ,y — " c — — ,1) \ :.. I •/, ff '6o G` I••�°'y'J- -. 2 /� LINE �}T !I SL (G a LINE +!! U LINE !! " II H - ____________ A - a •, � ; r, ✓�• ' _ __—___J '"ski l""r' __ __' _ � ! _ HflLfl z J 1 -1 HP A- - K1 z ooQ �� 2J , — _� 2D. ov _ _ iL - ii _____ ______ _______- ________- - . - -_____________ ____________ - --_________________________________ �_ — -- - ¢� U. RAY'Y 1�NG 9 , •• Atau-- 1 1 ... s, ,� �. ,V � � _., ms .. .. ����8i_pS T.•,��ao - -___., � >` t� '`1_ ___ 1- - - - -___ J __ - - - - LA PORTE MAIN SEWAGE TREATMENT PLAN 4,_� -(�( OF Z®r-"° BUSCH, HUTCHISON & ASSOCIATES INC. II !j, CONSULTING ENGINEERS L I N E W LINE /� C js'00 1107 FLEETWOOD DR. BAYTOWN,TEXAS 77520 a a B - `i 3011 SAN JACINTO HOUSTON,TEXAS77004 DRAWN //.S DESIGN r.�. 2, YARD PIPING CHKD. /,JQ , SCALE . PROFILES DATE P.S. NO. RE VISION BY CHKD. 'APVD. DATE. APVD. JOB NO.74 REV.. SHEET F .toc o2 15 O 7) i K Q MO SINK. o w .. I 1 •. , I '----_. V'; I. 4 S I I �0; ,,. � , � `3;. �'.� ,� oc - 3-0 I I it I + I �1 Frr _� 3i 8a- 5 t��,.J i•:'l�E ��SFi �'t�(ZTI i10� ROOM FINISH SCHEDULE NORTH WESTT SOOTH l�_S ROOM FLOOR WA I I � r_Fll IN RFMARKc Na NAME MAT F3ASE MAT. FINISH MAT FIN. HGT 101 L.X6012AT0lZY VINYL 4' 0�CK GYP W v. w.c. A(-1jST. % a' -oil 102 r1�t.I' PESTOOM 103 l_APIE5 kESTR00rj 105 ('OR <looR - I0B rlOTO� C,GQC�;I 0L K,1�(, g I i JW4 T COt.IG. copc rsa 3e". ,71Kr ME 4- PA,1NT 109 STD RAC7� Mr GYP.. cv�lc, RIP LLL'J� (y d �d CD cc 0 a ❑ LL a U W z ¢ ¢ O n O e 2 " m I z Z � Q❑ 2 m ¢ ❑ ❑ a U ¢ , D S a 0 a U Ld z ¢' o O m z ynts'_ 31� I _ 4 wtKen - — — uiFeb f FOLLOW GLASS 9 LASS q METAL HOLLOIJ HOLLOW rleTAL McTa L oz , .. .�... --ten �... SN L rq 5f 20 A T ' r L SGI* . * 1 L: * ' H1 ' A TA F I S l GC0 c? 0PY , • , : _ T I r- r ' • . • : 11 . * - 1 I L , T io I&_ t ...._._L. I si .1$ : I .. r. r 55 .20 _.I_-....._L.. --1- d, vl o T I, � , . c �I �oL Jv 11 o a — I� z IX� L� � T N T . F D S f f - * j tt r 4 • las , ca a 1 1 _ I! T SEU54 SELIG E ., 1- NI Z. TT �RA0 r I I I I I r I I i � i r i I i 1 I i a ) I WEST ELEVATION I _ I_ d ,,J v SLALE. / I O m w U' o z Q Bs�IT 9 : - . i M r L G IJ F 1 E— ' 0 oL H _ 1— T T I T � _� _1. - > Nj� ) IKIT G�9 s 0U r r on - cis r I 7 r , 4 �- --- otJ Is vtl T 1 1T—P .: !OSFI ,IS :.:. 35 ,Irtm__ S Ss�T.zo I T NT 3SHT,1$ IXEP l_�,7 • H5,Hr20 iIIS0 0 o,\ ,_ i � SEL�Gr DE i_ .. �,tr (�AGK L . • H -r .. .. : ' I 1 i I : ( t I I I EAST ELEVATION ` I I w o • YI'� I-o° I I � ALE . �. I � w j H � w = Io o ❑ HH o � o : � IM G , T� z I O z ME AL .ASLI,�. 7 SFIj Iq 9 SNtzo t DOWhSF U T F i : _ 9s�rzo Ios�IT i9 i , r,�TA�_ �,� �. i o F 3 � STUco NI fy. ':. l .. v : : . . rj_ : � . 5 !a II 1- S -- 1IB .'IS : I r _— 1 s I I sNT IS 7.._1 ' 0S* U . - � Go T oL I _ 101 II \ ro I �T I :v ArJP IL I'4 HAP H P� i NANnvL \ ��I I �` sHTls I r I H ±L T o I I , I , L �1: I SOUTH ELEVATION NORTH ELEVATION _ ° i r _ I p _ SCALD IO : E P T MAIN N1/ TREATMENT PLANT LA OR A. SEWAGE R A , •� ...... y� BUSCH HUTCHISON & ASSOCIATES INC. �C , e.. . , .. . . .. � '. .. O' -i .--- r'°. ...,. S P. CONSULTING ENGINEERS {' ( t 1107 LEETWOODDR. BAVT WMT XAS77520 _ -: O , 3011 SANJACINTO HOUSTON,TEXAS 77004 t+- iG1., - j pE 1 DRAW Si 6• : to ../ rJ R s , trr Ea .�N F ... OPERATIONS` BUILDING . : CHKD. ' 'SCALE baa . ., ARCHITECTURAL ELEVATIONS PATE ?.?o F:O. . . TONS _ J rP -, - NO. _ RE VISION BY CHKD. APVD. DATE APVD. B JO N REV.-- SHEET or _ - Qo IT 71 N ill< L I�I��..I w ENLAP, E ENT ENI�:A, EMP I SOLE = 179.=-1�`- w , Z z. PAL FASCIA I-.iD• Gp.�l . ,,, t'jr:: AL AsCIA r -_ iz Ian itE.1l -Jf goof'fGKM/�LF KiGIv OSJLA(I� OLT j I� ry AL r-6K — --• PK� Jet 1 p ���� _ _ o _ �f tI --- , � r1GTA (�t� �a� � Fa — - -- - � T is ,_. Z Li <3x3COf�T: _ 4 T l n - F No Text No Text No Text CP 3G0.� � � .�..., -,I + -R i. >I,I♦'+— - � ti ��i.. _"'\��� STACK - I �I�". � � � � � '.'. :. r �.. x '+'� .1 +hc L f '.... +^ ` ;+, t•M (J L�17. x i. y .t �. _L Y- a s- n ''—(,'. .�..• .. .. Gc • .. .. ._. :..... nib , v-.. ... ,5 .ems p < 1 • ... 1 a. :-. 3 -. .. m. � .: S' .. ..:..c.' +�rC.. .. «.v ,.r.�. .< y.7:.: �:.«{: ... '..:.: "C, v.a � .. ::J3.. ...-i;v...c� t.,.•;.3:'<.;.1 ., - .�. �,.1 �T'�_ tea:: .. -vi-.. v..✓ ... ..a .. p,ti p, ~r 1 i w s ^� •.UY 4) .vi xa.# , Ir � t\ L ' � i f � i A B 26 �y I I I I I t , 7t $1 - p / Ff 771, ��J{I�j' �..: � r.,". ., .: .. t ,< n .. .. a �fry ..11. r' ,::r4+.,I,. R.. ... r t,,,•l r ......x ,,.. , , _ • ,. v < ,. v, t:.l. ,.. -.. , LU ..,_.,h • , (n .. K :V+)a: �`k ... t..u.v ,A.. .,. : /_.:r Y t rl ., ..T ,. .._. .r <..r <.,_, .�. a'ff1 ,r ! .« ..r . <...,,.. i. nr.l ... b...;„ _ .,.f,,:.a,.._ , ..: -,. �,.. +- . • ,;: a � ,, � .:>i-c r I .. ,_...'fl".^._ .. -, .m. .., t. „s r Y.... :•.i � n'.'a... _ `.. ':-. .. _...,. v:r.. .. P , .a.. �.i - :'-Y r a c _ y�, , -.._ ... - u. ,<.. 'M1..((.. +-,fir 1., s .. .... ..... ,,..-..,:. i#iEr, d' .: ,e.,,y.: .... ,.:5. <,.. .d�.ra:,_,_err,.... ,.> ♦.... ..,..:.,: f — e77 Ix Z }n I �__.. i ' � ;'vw'li ' : '.� , I \ q:� •'3' a i' / .. ..:_. { ! , . r. nL ^§: .•�+ 3. .. "•F Te ,.r • N.lF.. �, .:. '.: ,.. '1n_... 1•-e .. ., _.<. ,. -., -.; _:.,.{ „m . y��. v.. ����eeAA.yy,yy;;••yy L +n� .. a .. l r • .. -.. =+r.: r - e _. rx. p ,. -..:,. .__ : C.. � , Y' ., .. TS 1 Av .: .�,: - �y�, _:✓^Y'a'L� l ..,... n Q.' r a- n _:,. :,,: s .. a ... ......:.n. .. :. - 3 i"' c S. ... ,,{� ''• ,.,... _ atk ,1: ,. ,. .� s. -x >.. x. a „.. 4, _. t. 6:.,-, r... ..... .,6.. - J trr v .- r 2• 4 r., a -, _-e .. 1�: ... .< a t. < '•i '� fd 'i' j,j4 .. _,. .t, .. y... 'ft♦',:S .. .. ., .. , 4JY 1 ..r „ . _ :� t .�i: f , ."::.> / Y , �.. I Z -. r T : - .. - ra .. I _ I It }h,,•: , f� � .f /; �' ... , n.. i Qq r p� tl ,, is / 3 + IN e : f ¢ 2 5 ^ \ _.-- _ t Ily • eP. KYs-Fx'� I `. A�'f.: - 1 l �. I{ 13 : r r r U-1 'r r, ,e: t• .v., ,. N _ _. ., : .v. .-..;,-.. .. : .-:- „-. -: ...y,-i:. ,_v J•;i: x _. _ , a- ,U La :.. ::J .N .r �., .. R A. ♦ _ a.. ., 9a :.:n_:. S_\ .. , ,....<.. ... .:S4a Y _ i ..,.., .. - { :..... -.. < . 1 _ ( r ...r y !. K r -, , 'i � _, •. vt v i r .. » ...c, f- , r h:'. Y , Y - �.., i..,: 4. .. r4. .,Y, ,., . T : .i..+, W , ". o rvvr -, ., ...v ,.Y ♦ - .:y.; .,,.. 3.♦i a 1,. ,:- -1 a,d «. ( ,.1>n. , r :, ... / :._-, . ..' ''rt n n , .4`L , J� .. } )✓ w 4 ,' 4 l w ♦ 1 tr {N. r'Y �•S _ Y:.r'�Y�. e _- ♦ +f ,. K r. "`n .. r.. 1.1 ♦-, �- ., r. ,.y. ,.. �-�, ^u ,. �- .ems. .,rs. .. w. r. , e INS , .. > v- su . , ,....L ,. .,,1-. .. 4 i� r �. _ + "I. �bW tYw� ,, ♦,,.v fi - -'1 ,. •- a- k fit' t5' t , 'lo _. a ..1. ♦ ,.4n .L 4: S_. � r__ .a ..r ... ,.,.. }.. .. .. _.:. A.. 'nt{�.., !•' H a 3 _. dry. ,. , _ , .-..n ,.,.. ._ _. ... r., _ f•-. :-< J � ,. , : ' � }} }' v. ., ♦ l ,t. !'J F., , $. ..r `M Y :»_,,. ?. ,r_..l'- .u. n : n V1 a. - Hsu- . .. • . l�•.. k o'. ..4 .. M .. w`.. U u..a J r_ ♦ r '. a,Y:.. .. .. _ - -._. b �' .. r - .- 'a ,. ., � u .. z_ ..... $ ,. ......f.. .'•CFI-.. ». ,i+ ,,. �. / t"i k t c :, v rF ?>i' ti C jy,..t ,t, f. ♦. i .,. ... v. K-QY u,? F ,. C• _ ,-,' [, .. ._ ._.. �` L, .v. ..r. .„'f ,: a -.. : : A ,rc.,t-"t?:` .. �. r iS _ .` I -,-� ..-Ya:'r44. r rv..._ .. - .. .. < re.. r - .. _, , , VN•' f � .. ,. 1.. 5- ... :Y�--iAYn: •. ,..,-,. ��,_,_.�-.1..!._xl.n.t,-r-4p�„y_,z:'W.. ..>ui✓*..-1,.a3'aL_a-..: ...__fP..„. .. .. ... .._,,. 2 , _ PLAN ELEVATION(— 6.00) - A SECTION B 3/8 / 25 25 iE p ?opt P lag. File NA LAr PORTS MAiN.:SEWAGE TREATMENT; PLAN:.. BUSCH, HUTCHISON & ` ASSOCIATES C. CONSULTING ENGINEERS : 1107 FLEETWOOD DR.'. .. BAYTOWN, EX 3011 SAN:JACINTO HOUSTON, TEXAS 77004 DRAWN N. DESIGN 0,C• All S CHKD. /J,,eY, SCALE A.5,, PUMP ROOM F. B. l . DATE_3a PLAN a SECTION /a & SHEET 2J OF JOB NO. REV. S 8Y CHKD. APVD. DATE `APVD. rob.. ,�2 r NO REVISION 74 ,. „ 1. r Gr { r,. _. ,, .4 _,,,. . ,. .. _v .. ,., .. .._ -, z. .. _. ... .. .<.-x. .., ,... ,.... ..,..._._. .., _ ,,_. <... ... ,i ._ r. „ _.. _.✓e"„ s. . c>.�`,. tx5^. �... .,,x..�..n ¢, _..:z,. ,., r:... .r,..... n:..a . P > Y ,a 4 .. I.. .. , vY •, .. .. -w .. .. ,. .' �' , :. -T .. 1 +A �.'.n,�., '1 -,m, •u rya.. .. i .. i , a ., ,.t /... n .. r .. ,. _ 1 r..r F , v .� >tfi_ .,, .. .. .• a , �_. "t • , ,_ . v IiJ .. .: ., � a _... .. x . _..f .. _.. .. •tC .. _..t... •.: C ,. 4 i�. .. .. .....r. 3V v. -• ,. } Y M YYT ,.a# ... ,... `rn'a(4 .. <f. :. .. ,._.. ... w. .. ,.r . , ._.{ <.. ..._......,: ..♦..-.. iY .s>t,. Cki`mPa.{.r e V.. , {� t' _,,. a♦va - 1 c tad'-4 2=.; c vw p� , .. , ,- n -i .,. a ry _ ♦ -..- , .r i. } . v - t ,♦., ..v .. , ✓n.. ... _+, r_. _ , G.. ,,.Y i r r „ • , I e r YA6 Xf ty ! D c,f• _I i e ,. , . f _ ,. .. l - u '_ _ , t . .,.. .. .i: R '� .,. T' ,. v , ,.. - a :'- , _. ,. +•—. ,., ,.. ,^:,f a._i3 ,. .i ,W. ♦ _ /, a,::1 _ ,. ...,., ,. , ,.. _: ,1 a 0 v n .. :l, .. ... ,r... ..'p . a_ 4. ,. i. Y SCJ ,.. ar '•F �, .1.. il �_ -}.S-•Cn},1'. ). i J' , ... r.. � '-♦ •. ,. : .. .. _ 4 i � . « 'i -...J J, �`tM14 1 ., , -i v } N. „i• v -.:: .• , .r n t.�w6l:f.. R4.,r!".Z . N. � ,f" ..... , r a _.. ., :,L. _ .. i. ,. i r., 1. .. y -. .. C -,: ...0 _ , k. ,� . ',.MC k .ri,♦ _ _ _- ��tri�� ,—'M•%T�• .•.r' _ ., n ... .,. :, n i' p, _.. X` , , .: ,. ...... ,- , _- a >.'�( 4 d _ ` Y 1 ,a< ,.. . r .. e. ,♦+ .... ... kx ./ - .. ... ai' ,, t t h ... a .L. .. _ ,.- - ]i n. ., . „ "t .r•. F : 1 { ., L , , n i .. t. / ... •v. .. a .. . , r .. w , _ ,,. f , ,. ... Y.. l .< �^ Vy�. z ,_. _. .,.0 :.. li", 'n._r. ..., .r. .: , >A' .x s_ ., j... .. .. .yam, ,,. ... \ __ , ., t„ .. ,.. t. .. ♦,. / .. 5• 1 A.. .: ., r a -., .. �. _ ... r .. .1 , .0 .. .... .. ,, ,. P .. to 4 .., r ).. - �3'�j��'v�3r.. 1•. .- .., - _ .. � .. ..:: '+ v _. - .. L Y ._ ,. ..(. S .. i, _ _ � :. ,. l .ps<..�. F, , - , M ♦-. - '1—'r+ � r , n . . , C r ••. _. .. .,. • ,-0. J ♦ U F .. , .. _ r - _ .. ., r _ .. N� r• h _ Y1 s ., _ .� r e ae .. a , r. -. ,. .. � , �. .. u. - . ?�a ,< , N _ .. ,r � a o- C:. 7 '> .<:, t •:ro,., t v n.r � ✓ ,:.. .. i,., d aY , n h .. _ ... _., a .. .. l.t _ S. '. K# A K• $ i .... n. ., a. ', , , r r, i r .,r , , > ... • < _ r .e. T .. .. v .. - ,..... n A :. v kL .J ..r. i, Y ,i I t _C _ }} Y . 'S •, .. ... r N.. \ b i`. � ' �, "A• ILr .. 'i a ., , R _ � .. �a .. a _ Y'<x• � ,.. w ,.. .... a1-:-x. Y Y raY3.,�<.. .. n. .< .{ ...�, vt- a' -, u v+ '� ,. ex I M,4 .. .. .._. a. {oi .., 1 _ F•.. ., ..... „IJ_..•. .... � �. ^'a?i isys�G. .J':r '.) _ •w , rzr ,...v. >. ..n ..s ._ ,. .0 > •fir �. , , x 3t y...� , .,... .. .. ..,-.:. x. .. .,-. .- -. - .et ,. .� -. , c_ ..,.. .. .. ,, •K:�`'y!lry _v .. ,yf .... ., ,. .. a., :. ... :. . . .a _..- > 4 �'�Wf/ r ��r, a r- 'M1. .: .. -Y 'I _ ,.' _. ..}?`.. ,r L -.. 'L� ,,, v y. ..r .. v ., .. t �, , :m ,J -. � T .. ✓ 4.. _. Y � � [i vY•' i.'�v?. _ , r F X.. .. 5..� -.C.. h. r -:. _. .. ;tv �._ s.. � e t ,_ ., n , ,.. ..'E,. . " a. , , a J✓_ r Y,v ., ,,. ,_ a+.- a. ri`-, ,.. s. _ 3 .. _ , a _ „. �-, _.. ,. .. y _a .. _A.a:C .,•r m .... ... .. < ._ _ s, . , _ _ .. , ,c' =."or" v e -. •G t. w 1 . ` ... .. .... ,•z1 .. _ . `ht R . , :_ :...,:' :i'.'r .L , P . r. "'i N A .� .3 f , n i .v5♦ Tv �. I VC" : i -. y, . � '1. .. S i v "Z<. _ v, t' ^Y ,• '� , t u . � � , "�W . ..--. i.. air ... •.y. � 5 M; , ... „_ _. .. .. _ .,<. .. - ».•, „v ,.. _, w.. .s ">. ,n> ..1. 'ix• >"k. ''iu. Na \lF. ..,., ..•... hf- ,.. ... r . fi < ftE., ,J. , � `G e r ,. 1 ey��y rye '. ,- -,�4_ r , ._ a.. .e: i.. .„ .o . 4 Y� ,. .. _. 2rJT,• t _.. « Sk, ;rc. ,.: }?xPr r. •F _. e ,. .. .. _ f .. .o .,i 4r, _ ... .n ... »'S�'T-Vt: S _l. .:F♦ C.... .. _. . ,. f _ n `3h _ a7_ J 3y t -, .r ♦ e. 3 .•rk. ,.. .,. w . ,. n. 1 . '., O . r v R ...-•. ♦ i.. ' . A .. .. i('_ r .. �• ._ _ : , {i d,. ..l .. • . ,- ,. w ' v _ u {,... t _ei k i, W ,. a , ) 'i . T'%1 iy]. i < .. .a. _ . i_. '1. • .. t{. .i rY ♦ ,. c _a .. sa.n- .. ,... ,..,, r.. _ ...,. a saGY . ...[ x .yG's .,. v �� •, ._ .. r a. ,r. .. ro -. d .. .,. ,>. , .. sY;' .. .a ..,-...<..' -. , t'.. ^5, ,. ,Y _. _ _ .. h < _. . _, n . <.. .. . aJ<'. < 'ef > �. h 'c , ,. _ _ ♦,3 . .. d n ... r ... ..+ i r i 1" •,... _. , `"i, a _.. h w" Rq .: ... 7.... . d � .`c 'G 3 �,., - - N' ..l�. ,. +.T . ..+.. s a Q ,. _.� •.. ., }hnaY'r.+�.. !3•r+� ,T'r +. .. ... rt r e ,., f r 9 .. ! . a. _, .. .. �♦ { n7n <. � .n .3. • .. - '"Gfi � i„'•• ,,., >Xt ., �..,, -. .-. '+ .� R .- Je. .< _C .. m.., ,.. .. ,. ...} ,. , .... �- ,>. L r-[ w _ , .,- .., �• _ ,"' , ,, a., r . k: IX ,. >. axa L ra . n_ r, ...� f « >1 Y., ..... _. n .. 1� / •a♦. , .. C Y i. W.. Y>^ 4Yi .. I . ♦, !. , , >, _. - e f I ♦. '� � Y` . ! li r 3 ri , tiv$' .. . h m? r f', .. - _ I \' 4 .. t> 1. ,f Y .. s .. .- 3•ki .... ,� �r,., .. _ < . , � .. w .. J�yr T . , e . ,. , ���� ,..v. -. , _ _ r :7t Y,. ..7 . �` Z t , ., ... _,. ,< 5 _. Z ��" a3 G.. s,.. a t, t. .a F •. ,_.Y- ^>tX + , r { t $f1 n. -, ... ., .., P '>. ,.Y t. ,.. . s .:. _ ., , a �v.. .. '� p c-. , ♦�1* r. .. ,. _. '-4 'e. ._,.<. 4. .... ...: ..,:3.. : .. ... ,_ R ixS.a -.Y• , r.. r. .. , _ .>�'l >, .. ..< it a w r Vt .-YtL ..w. - ,U ... „`_ ... .M,.._L_ �.,... V W w . o SECTION A : SECTION B all ------ -- P/ /''�' r ^' i>: S� i- ._—.-, G/:i... a '.. — �•• IJ �ft'l Yr J � i 1 , G` ,.♦, I � I_i F _.> J'i i"� .� / _.___`._ xp G s i �. r' It /G�J .... ' „ l.-/�L (.. � 1 .1... ;/fit.. `!' !�✓�v_ .. is VENT DETAIL C s .. _ '\AL / _ � -r a^.•i5. /r{ � � / ,.T t 0�J t ,., (J... ii • - E1�8 • a0 0.r LA FORTE MAIN SEWAGE TREATMENT PLANT � e 1 4 -x a a ;. s.. �: ':=`i "4.'�x. . en it .�..�..� :,x}.a....avmF..?-< '� . z• N,.r. .JI � . _ ro p i.. 04 8ars Ole' �v - dy E I i 5�tia � ti ti 7 , sr r. 4' „_ M1 56.Horn K[ '. '1*5 Bars.. *64e 18'7Y 6 S Bars@ 4°cC x ' ou Co t y - C3 0 it ... A.. ... , i , .... i n .- fl'. ,. � . 1. ..._ .... ✓ c h L#a ....... .., ✓ »vY .... '�.?.�+'..: {�: •.. ",.. "�. :.t. ( ... `M1 t l: �'1 , x Qn `f v�X .. n.. .... v... ki.... ..4M1 .. R.t. .. �Y S: 1 T ? 19��r:x j Tap � f3ottorTi 1 I. f�. O r ' ta` �. i 2 t`tJ ti 4 U L-3 l}} f ti o i t m a,� b l� If Q � vie �n r, _r +m r y u -n ;f y _ 1 ` } Sri 'J _ U O L. 17, x A t l ti ) J . fire lX` f b. i p A x No Text a x ! i 1 r J t� v a` :o 1 LL % v J t J {, .5y�3�■�Cm hi.Hi■■ SIN■■■■■% s ■ H�■■■■ I� ■ : y t t ca_ 1 , i S , f I 1 F I I ( t , _ ff I _ _ 1 1 1 ,,*r IC - / �_ F'hx A ! r' _ r - v 1 . i _.-..r .v -c _cr=^_T". __.._ „_. _ ... ,x •.evu .. .. 1 � :cam_.,.; ( : 'Y �j .. ten.... .�..._ .... .... _ .... .1 _... �.. t.... No Text \ 1 GP }r F P t`- ',r I Ac n 3� 31 _ CD 0 to I < I q� 3120 31 .:: �. '� � � � � ; �„ :. !/,� ' : _ ice• +I L PLAN ELEV. 7.00 A PLAN ELEV. 27.00 B w � , x r ttS- e ,2° /i:3 %tl -, ti `2 c,p / OP it to / !j' , .. -T w - s. �,-: SECTION H TYP COLUMN SECTION ,h��2• , ti SECTION F .<„ .*tea - {f_.-- � / /... ,• ; r .7q owl _ r c� _ '�., / •� / , k � a N v � T F'.r: kx.;-,• O T T - ttc..v..;� .. .. Y • fir?* r LA- PORTE MAIN SEWAGE TREATMENT PLAN . .. ..'ter"<. fr a - - ._. 4G ✓S rv. .'... BUSCH HUTCHISON &ASSOCIATESINC. x' .705 _b✓.//N ENGINEERS \ -... .r;:,r'. -: .. #/ /01.7. A !^/.d CONSULTING (j,,,l 1 2 CLSE�r _ayy n '. r/ , ....�. 1•-"... Doti,.,. _ Y /� _ -�? - - : - G '1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 t/ 7 !� L, SECTION _ -1' 3011 SAN JACINTO HOUSTON, TEXAS 77004 ;': ; < .. s ,...,. ...- .,:.... •,.. _ ,_.. ,,,.„,. :+�,.... . ` -,,.t ,=.-_.. r.. -., u• .� ..a". .tom -,. :. :' -.. .,. '.. • *n V- .:.: ♦ :. •.r. a. .. _ n. .. .:. .,. Y �$ .._. E:." 3. zr 3 �. � _�.. ,, '.,r. ,.-....>„ _. x i ,_,pa..z.,..:::..•.. ,a . ,. z. ...v<w , s:. .� _ ,.> DRAWN DESIGN P_ qq 5• - .� _ _ _ _ HEADWORK S ---- -- .__ ----- -- _ a _ u, SECTION E CHKD. 0..Ry SCALE:1.j, STRUCTURAL 7 �0 7 H EA.. )VAY 3 "caR. DATE F.B. PLAN & SECTIONS SECTION C TYPICAL SECTION JOB NO, REV. SHEET OF7 NO. REVISION BY CHKD. APVD. DATE APVD. - ---------- lz rE 70 I i. Jam; Coj A-4 -41 Ef X 13, 17- No Text i w C7 W W �., i' � � a� i a � Oa I HH ' O� c H H .., oAq�� �CaHm No Text No Text No Text r u ■ is n ¢ o , - r 13'E: /3Erc izMinic o r3 e5 2 o .. W _ SECT I0N E d � J a l w s '` H, f r: -' yin re .i ,,ri'4'1- aQ rr. t :.. 4}}5 �C N i' !M1 1 v e. I I C, f IN a z ¢ 0 Li w z ¢ a a e w m z QO Z m O ¢ a a ¢ a o ¢ 0 0 z g a 7 i W J Q � h W Z 6 Q O !> ^ram W G a 2 Cfl m 0MO aF ¢ a o�o Oa F" F 0 z W is O O F 00 � H ti � — -- T o Be Get r erntned c�} 8x Equip Furnished / /2 _ aAL ro n .SSA � •YS�G' t ..•'..r.. :.. ... '... . ti 1 F 1 hK •.. f 81.r x y�. - r•�. t r mm i V "*a t. � r n - � s 1 1 1 t �- 1' -r a= s/ -.:-sf Ye a 1 " T f >>. 1 }.Y.g1e:. N F I rl.. P.. / : 1. , .. ,i. ... ... .. .r .. r. _ _ nr • fi d . y -. , >•_ Fes. -.'... r . r ,. . ; f XW ,. .. ,.(,.. .rth .. 1 ._> _ _ - „ _ i u, . ,. ..... _ _ ._ ., ,.. -, _jj . \ A 4 A M t x... 9 U r �• 1 '� y t tw 'tY �. > ..., _ , . :' ., It - n.:... .. .,. , .. t. 7: _ fi'u. • _ n. ... _ to _ _ r Tom• _ _._.. �'. h rr /W W z 41 z ` t l'• ff f,V .f� t ,4 _ } .F. i 2^ f• a4` n.; t - 5 �C lL i Y 1 n r F, i C a � r, _ t k-Y r r xi 1 � }:. „r.N, `� ✓.tom /�dr t,r }!>'f '`•;<k5 a.r K x '✓ +., c' t � ,�- 7 sa,f�P-4r' .r..-,< ■r 6n , e _ i o � 0 1�. tr _to a � z � m I a 0 I ¢ r 12" 12'-0T 12" 1-6 E! 20. 75 I ' 4"Air Header 4"Air Header-cl - - - Top Weir Wall V 18.56 } t Top We/r Wa11 El. 18.50 _ 4—plpe —,Sup—porfs A5 Regdr- See DE'Tc9F/ t: tyyllfY' I .. 0 J f l" DrFPuser Drops (TyF') s See Detail rr 3- H r �t 45 I.K10 yJ r r ' ZNI E/ S.$OGTY/3/ 1 y r" t r f" , t r El. 8.00 1 Y .:.- Y}-. r j f. a \ tt` ry J a L ._,. r \ u '.� hY 'u,.,J',.5 ?. 5: f '.iyu � 5 Y J :..I :ram', �.�J J, `5\+dy ,•',. .h£t. Y n ,.,. - .. .. 4:.. T 4% ey4• I -: P w'... h c, f ". l :.:. : :. -. 2' Y nL.:P :-'. �... i...:;.T, i I 1 _, 'r �, n +(. t...::.'. T44:..1. y., i :. .. :�`Ar n, ., ._. .y .r. :: `n S:'. 1.'q .. ' :. ♦ '.r:vit e J. _ J...a ,+. �.i: l _. .. E 8 Q O EFFLUENT WEIR W R PLATE TAIL G T \. - m .. .:.c -...... _.. . .. •: � ]...a ... _,>�, .. . _.. a-. ,. .. a ... .._ <m r ;- a ..yi' �'r` M:•�":dr( 'i e':. :y G 6 i'�?,F',,,f /�Gj y'-T• ". !' z <V i '. i� f .. �` . 'L6, xY , a' F v{. 't'11,:+i'e •-�? i 1 I I � it 1 _, --ram-- ,'. :.( iiq�/ \' �i �3- �— �--ar" a • '. a m _ m • �� m a t�.. ,d� � ti •. e I S ECTIDN L jai.r 45 ttJ !A TYPICAL WALL SECTION J 1"4- 12"6.4; WAY .RUNO G•- 3�r 11 . .......... • tSECTIONB 37 ; I . . . e. �•t•-..,, ,r I 17 - QOI; ••(`'ISZEP�V<�''�... � � ..- i3'are ,<;: 7 SioNM- LA' PORTE:MAIN SEWAGE TREATMENT PLANT C11°� ®tee A Pt BUSCH, HUTCHISON&ASSOCIATES INC. CONSULTING ENGINEERS No Text No Text No Text cc W n I 0 z ti WIC x 33 }- A/ /O x 3� w - r ? AA \ H N r33 }=-1 q Z 49 ; r ' - _ `^ it r , 4 C7 per., F� a/dy O o'er. E"' F z�=°H �qQ`��o � 6 F � 0.l No Text .r m uJ m z 1. ,�'- ':�5„ _...... _ _ _ - -- - .. - -- 0 },I 1a I - t► 4 0 a � (I � • � 24 �s I - I / ," _ I 4 ' I f a z o 571D NOOK i PP7 SPAN Ls Top LEFT w z Iry L4 '_-0 0 w rn m o otn Oa i PR�SVMPTIVE So►t- r-5EAWI.tG gSOO PsX TOTAL Lo,&0 C692 f�SF DEAD IQA� PL.t.\ N_ Wue VQ TOP b&R 5 ArzE NOi SGHm0VLw-0 I VSEs is coN-C i-V R oi- I ieV P SVV PO tti L_� L 5L 6%z° 7'- I : cp s� F58 I I i � i I I �► i �� I'I I j j i j I I I i I I I m} I I {. { 0I } i n 12Jxr--► I ►4 OF ( j ST�i I I I ( I 1 I Ii '�.LI � II j� I II it it 5 co S ECON D FLOO P, FRAMING t--:)LAI%4 PLEA M czz •A r--D u LIE REI N F�ORC I N C� MnczK P� >F D �2Et�1AG2KS ToP -to P OOa ST►t2{Ztsps LEFT PI5HT n� ZEt+urvG �sl 12KZ4 5 z t2 X Z4 2-'ACo Z-'Afro 3 AILL M 18'LLJ� — __ Pb3 17-xZ4 Z-0s Z-ems r*3 i Aiu- 16 1wi-To tvI i gPA fv C Z I - I R�4 IZ x26 A-*8 2 tt 3 i 14Qco� - Z S'T12r2>JP SpAcih!G - I.--4 1S'?12PWP SI449J1_NG FSG 1ZKZG I 4-ea i I w3 `%` Nt3Te' la � o 00 eq�H��' SGKE.'U V LE OF �/�'� RE{N FORG I NG M K 7NK, 1� 'TEMP. REMARKS _ L ---- — _SI 4i +4&13 v4erb *5el& 5-L 4'z ! MC13 M IP13 1+306 S3 G k�I 02 +14 cs13 Kt1e13 1► 3212 SQ 41Z MITE *taIB 55 4'-,. MO 10 *3018 Tp � �p Flu N'r 1 Ec cA� "10p SPAN L-L �fbt �L T OWE t o vuteSS 4Flu l u�5s + i No'c60 I N Foo-j-Il tG 45CIaEDVLE Tp � �p Flu N'r 1 Ec cA� "10p SPAN L-L �fbt �L T OWE t o vuteSS 4Flu l u�5s + i No'c60 I N Foo-j-Il tG 45CIaEDVLE tAAAFTW4 Rk-INF -rigs 42 3- s s 605 m12 2A" 4 - a "1 x3 SPI RA L 'col pR Lt L.3 E3� ►Z xZ,6 2 pk 3 `, 4�oi, b� REST C°lZ e-1 IZ x7ra, 2-M1 d- 1+-1 I to lam+' 8 REsT(3�2 SEA sc.�l�twl..E 88 iZ x11P 2-07 4- a$ L-J!'I ( 1►5 i 1+9ca>� REST a 18 I 139 12 x1rp S 4- ace ! 0:5 ''*.u-M►ZA r'LACIN G _t�I�G�2 AM �- f3 E.AMS gt<Q . 12x32, 2-ir5 03 1pLI-sIzi 4/�1_ Eti IZ AMP Z-94 03 140�P-wWctE►Z T f t.E F i Q I i N IN r �tA&!,0 1 i TEM('ERA?upE 'i;-T I RRUP TYPES fp-� file LI Lz -- - - --�3 LA PORTE MAIN SEWAGE TREATMENT PLAN,- [_LACING C�I�GAM SL/P�S BUSCH, HUTCHISON & ASSOCIATES INC. CONSULTING ENGINEERS 1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 n 3011 SAN JACINTO HOUSTON, TEXAS 77004 DRAWN o DESIGNpn DEWATERING BLDG. CHKD. SCAU-' 1.5. STRUCTURAL DATE 3/6o F.D. PLAN a DETAILS No. REVISION BY CHKD. APVD. DATE APVD. JOB NO. �4 „Gb.oz REV. SHEET 53 OF 71 a ❑ W ¢¢ Q a i > w ; m � z Qz Y m 2 O w a ❑ ¢a I 0 ❑U � 1 a z 3 a SGl . O , i I _ RE�.WNG� w�l.L GMtJ � RLINI=vRCt17 I 1 tZ ^— 14 UA JOIS-TS l=q, SPACED W/ unrxg ING A r POINi'S 210 i _• U) r (D Dr�R O(�do "`- Ifo GMU L~I rJ T Lr "I 2 - a S _ 2 V-& D , pEq{ZING \Will. CM U 8 RC1N F�ap 00 E t= M I N G clre itTrzi. ,^ �C:J/✓. �'O /- Tom,, ... J//3 - - ,-, ., ., �. . �',. L CJL/A Cam. -71 ..0 = DIA Sff E PLAN ; • i 2 �-- Fosz tze I l� FO rz ti� s-TEEL_ SEE ScKEOULE JIB .,BOOM CRANE CITY OF L�A®POR�TE ELEVATION Effie No. ►i3 Sfll¢Al.. ljE JZ" PI-TCN , ONE FLA-T TvRt.j EA. END PIA S In E PLAN lo 1 � _ LA PORTE MAIN SEWAGE TREATMENT PLANT �' � I BUSCH, HUTCHISON & ASSOCIATES INC. TYPICAL WALL SECTION CONSULTING ENGINEERS 1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 3011 SAN JACINTO HOUSTON, TEXAS 77004 DATE 3./ff0 F.B. I- L F1 1 V ca v L- I m I L- %J NO, REVISION BY CHKD. APYD. DATE APVD. JOBN0.74•106S 02 ;• SHEET 54or71 I J �r i II z I .I r I 1 1 I C l- Q I H `, �J1 1"V['t`1 G VtP1a1V JGv,Y/1,�7G ;,r r�Gt4:;r.rxtc�v r rrsr-►rv:r BUSCH, HOTCHISON & ASSOCIATES INC CONSULTING ENGINEERS ' 1107 FLEETWOOD DR. BAYTOWN; TEXAS 77520 3011 SAN JACINTO j� HOUS'T')ON, TEXAS 77004 On r ^ DESIGN .�NI�n J{� I_�i:�1I�I/Ip� DATE APVD. Jo NQ REV. SHEEP 58 OF71 7{C.� 6" Conc�ofe s/ab reinfoirnd w/ 3 y ro Alo, 3 I 00n,T, P x '_ x 6 Com acted Y Y sub- rade 3=0" � � El 17 TYPICAL PAVEMENT SECTION A ILD ❑!-1 Y PLAN rF -;IV FR444F cn • n I.3�11.-- c �2 ^' ._f& •"...L'%Xi1 ?Yi'•asq Y �@ ..--_ - Sz-C T — ' 1 .° •.y fir_. _. _.. 3" SEAL SLAB s ' •,, ° 9 • , T7 rh or. • r � y. /J CO/JC,2C- To' - r j° z Q m �) uj O ¢ _ � m 5''E-CT/04/ ¢o J Z nr ATlArr / /1 B Not Less Than —_-- �—Standard Hook #4 Bar x 3'- O" Long, C 5 Bar x 3'-/0"Long, C GENERAL NOTES: B / / A B B Each Corner, in Center Each Corner, Each Foce of Stab Details on this sheet apply to the entire set of plans except where specifically shown other - Extra Bars Eoch Foce, wise. Equal in Area to Regular Reinf. Cut Out by ( 1 CONCRETE COVER Z-Bar Sp ocers at 8" Opening I ( Centers Each D/rect;on.REINFORCEMENT _ Minimum One Row. M I N I M U M Fabricate From * 2 or V ` — V Heavier Bars.. Tie to LOCATION COVER R k"-Extro Q Aorcing. Layer of Rein-�� Unformed Surfaces Adbcent to c+ Excavation 3 Bars AHerno>ing Wilh, SPACER) FOR FOR SLABS 7"AND LESS FOR SLAB THICKER THAN 7" Unformed Surfaces Over Seal Slob 2" and Some Size as Hor/zonto/ ri /N THICKNESS Steel Where Re-enlronf Faces �+ Formed or To are Subject to Water Load. WALL REIN FOR C EMENT ` NOTE These details apply to openings larger then /8" in diameter or diagonal. p Surfaces Exposed to Weather or Saturated Air, Sub - SLABS L A B S merged or in Contact with Earth Std. 90° Hook N Sheor Bars %4"Chamfer 12 12 LENGTH OF LAPPED SPLICES FOR REINFORCING IN INCHES BAR SIZE SPLICES NOT STAGGERED WITH STAGGERED SPLICES *TOP BARS OTHERS *TOP BARS OTHERS 3 20 20 15 /5 4 23 20 17 15 5 29. 20 22 /5 6 37 26 28 20 7 50 36 38 27 8 66 47 50 35 9 83 60 62 45 /0 106 76 80 57 /Y 130 93 98 70 *6 or _Larger Bars 2 " �5 Bar x 3'-/O "Long, #6 Bar x 4'- 6 "Long, C *5 or Smaller Bars Each Corner, in Center Each Corner, in Center Other Locations: of We// of Wo// Bars in Beams dr Girders, 7 Including Stirrups / %2 " �_ \ Extra Bors Each Face, Column Spirals or Ties Equal in Area to Regular / \ Re;nf. Cut Out by Other Bars: Opening #7 or Larger Bar Diameter #6 or Smaller �44„ / - Cover for reinforcing steel sho// not be less than the minimum given above (no minus U tolerance), and shall not exceed -the minimum by more than 14 inch where the concrete OPENINGS 21" AND LESS OPENINGS LARGER THAN 21" thickness is 24 inches or less, or more than IN DIAMETER OR DIAGONAL IN DIAMETER OR DIAGONAL %2 inch where the concrete thickness is more than 24 inches. WAI i g ~ I Shear Bars JOINTS WITHOUT WATER - STOPS - h\ E/osfic Water op /2" /2" T e %3 %3 %3 %2 %2 � h\ %3 %3 %3 �\ 3 This alternative Provide /4 shear bars nq /8 Provide 3i4 shear bars na /8 W censers across joint. centers across joint is not to be used ^� M C7 u where required h - m — = —_ cover is /q�ss ;� .c'\ a WALLS SLABS than/W. g I m � � � 'o FW Z Type A - With Elastic Water Stop — 00m Type B - Without Elastic Woter Stop _ /2 Gouge a H 2 0 Reinforcing Steel3"Min. 12 Gauge /2 Gouge Steel Plate a CONTRACTION JOINTS Steel Plate Steel Plate a O ; ALTERNATIVE ALTERNATIVE T k 12 T 4 /2" T< /2" 0 0 3 BASE OF WALLS Chamfer OF.. N � w o 0 , �p,•g�.� H o a1 Mefo/ Expansion N 3 3 2 2 T< 4 * d „ r Cou/k a// Exposed Feces //4"R. Tooled Edges Meta/ Expansion Min. Min. c 3 :a ---{ N Cap T Z 4" T Min. - Jn nF P. TcHISON Grease This Caulk . z 235ae Half of Bor Elastic Water Stop T T T13 F ado Shear Bars Shear Bars - r - _.... ~\ St Gouge Ex onsion ~ Elastic [47e �tom i.Sfee/ P/ofe�VITY ®F LA P®R 1 E p Water lote I .c' File No. IfZ"72 60 s`\ Joint Stop 3„ 2,� /„ / 2 3 Material /2 Gouge h� Steel Plate Expansion , � _ s �♦ Joint l2 GoSfee/ l Grease This ugeoefe — I Material / Half of Bar 15 P %/5 / %„B Min. »..«� /2" /2' /2" /2" NOTE Where T is ' r less than 12„, 3 3 Provide 414" shear bars (a7 180 Provide -1:14" shear bars e /8 omit keys. M;n. Min. LA PORTE MAIN SEWAGE TREATMENT PLANT centers across joint. centers across joint. SECT/ON SECTION 8 Min. T Z 12,, T< 12" T 12" T> 12" WALLS SLABS SLABS WALLS CORNERS BUSCH, HUTCHISON & ASSOCIATES INC. - - - CONSULTING ENGINEERS 1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 Type C - With Elastic Water Stop . WATERTIGHT JOINTS N T S 3011 SAN JACINTO HOUSTON, TEXAS 77004 Type D - Without Elastic Water slap DRAWN CKIr DESIGNpkY MISCELLANEOUS EXPANSION JOINTS TYPICAL CONSTRUCTION JOINTS CHKD. OAr SCALE ^: ✓"E NOTES: I. Reinforcing shall not be extended across joint. NOTE Reinforcing steel is to be carried across all construct/on- DATE a/so. F.B. CONCRETE DETAILS 2. Shear bars shall be smooth and free from rust or scale. joints. NO. REVISION BY CHKD. APVD. DATE APVD. - 108 N0.14_I066,-6Z REV. SHEET 60C>F7I Pipe Size Vories Thru Pipe . I Go,{v Pipe Sleeve 2 Larger than O.O. of Thru Pipe � ii rill i ire• ' Base Elbow _K or Tee J14 44- ° . •� . a a 3,40" e7sE alas o 4 - %4"Anchor Bolts v IFill with Jule iRr` Coulk with Leodwoo/ 4; 6'4LY. STflG P/PE ' Width and Thickness of e the Pedestal Vary wilh the Location of. Bolts ; 2 4 Each Side PIPE SLEEVE DETAIL B w`J Ties 4 h STL PIPE SUPPORT DETAIL A e =� 61 r_� _ Washer— Plastic Plug O.p S4. „ Tie Rod Topped Hole 1 - ¢ 6" Pipe / - / %4 0 Cr 8" and /O"Pips --_l_ 2_ __--- �rPE /�/`�°>GvTP.E' O� CUB/C FEET CO/vc'�PETE tLLJ / ti Qr_ �.. 8..— /O" /2"—/G" /B•'--2�' 11 •-• ..- E o /2 Pips _ / ;2 %4 _ �. CD o z /o. '= w i %8" Tie Rods' — , A 4 /G /. S O o �- - - 4 - %B" Tie Rods , z I Plain End or Bell, as Reqd. THRUST BLOCK DETAIL C " B" B /D" Pie 2 l ' >14"Dia. Steel Pipe, Spacer Bock of 61 HOSE BIBB DETAIL rD _ _ _ _ _ 12" Pipe 3 �2 Flange Eoch End r 6) of Each Tie Rod I J Wosher-- Washer - - - -- 4,8 Tie Rod _J L - �PQQ✓/Otl- 6449EONS41CT/0N AMO /�/SCN4�PGE OF E.4. PUMP SGK•T/ON : C0M/4`10U/1/1-�l (246E - STEED C4SE, C%2' 4C/41- SIZE SEE DETAIL "DM," IO' HE•PCUP.Y lG4C(/G/M !3/?S./. - 574/VI:)4RID ID/.44. • .O/SCN4rPGE :.Q.pESS u.Pf GQGE STEEL CASE, 4%2"4/./G S/ZE, 30 RS/. ST4.VG�4A>,0 4WZ . DOUBLE MECHANICAL JOINT °DMJ° DETAIL E M.J. AND M.J. WALL PIPE DETAIL F _ 61 61 a Z rFJ W - /. ... o VAQl� CcscK�_ NnT� /riLG TUQ//VC W/T.y - CG CA /V WA TCQ .BGI•o p� W m p., F� - - a 7¢� � � .?'Gr�sasim .�/.BF✓stir O aA o co Z PRESSURE GAGE DETAIL G '.m r IF.00 61 • .01 a a�g��. �o� F/64V- /.arS C/o/fi wl ;••.: o a ii.. u• poii� Gov vo•��k 4 4" sra ram. p•J °�� oS ° °' ��cQ,cNoa o �•• '•; o� 00 •46m us F/Z2 yice, .' +dG%Ldo. �.e f r, p�0 C/of%s !s/r�,o/o%✓ Mt5%` ::: nn `� `V - • O o� : �� 6� Aroand Gil/ vae I - CLCN Su.>i47.pT - Gk 9114,1ho%f %N �\0� ���C � /- L.IYE.P 4/S FeL7 Urxe.v jd".r 3%1''Ex.ownaion �d,�,a,_is� � a� S ai;-eva/ ds S/oacifi'ad Anchn� fjo/fs �. •4 o .Go,- Clams A floe/ZOn/TA 4. CITY OF LA PORTE ..� . sae . F�.e �4 �ow•e�� s File No.-,�2®!<�® s LA PORTE MAIN SEWAGE TREATMENT PLANT` ` 3/a l w Ed e Of h/s/� ' � ,• PRESSURE RELIEF VALVE DETAIL J _ 61 AIR HEADER PIPE SUPPORT DETAIL K BUSCH, HUTCHISON & ASSOCIATES INC. CONSULTING ENGINEERS r+ I 1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 V 3011 SAN JACINTO HOUSTON, TEXAS 77004 DRAWN N,a, DESIGN 01�, MISCELLANEOUS HANDRAIL DETAIL H CHKD. OR7, SCALE A g i'n'= ►'-o• 61 DATE 5/8o F.B. PIPING DETAILS . NO. REVISION BY CHKD. APVD. DATE APVD. JOB NO. �4-IU68-JZ REV.- I SHEET 61 or7I a 'e 0 W U ui W � o ry] w.. o m o� z r dry L—' 4 0 0 Pa O o H 00 t- ELECTRICAL LEGEND SYMBOL DESCRIPTION -------- CONDUIT UNDERGROUND OR IN CONCRETE SLAB. CONDUIT EXPOSED OR CONCEALED IN EITHER CEILING OR WALL. FLEXIBLE CONDUIT. ---0 CONDUIT TURNING UP CONDUIT TURNING DOWN. ---� --� CONDUIT STUBBED & CAPPED. E jEM%-r-r. Co"DL-tlT T EMPTY CONDUIT WITH PULLING LINE FOR TELEPHONE. F FIRE ALARM CONDUIT. G BARE STRANDED COPPER GROUND WIRE, SIZE AS INDICATED. LPA-1,2,3 HOMERUN TO PANEL -SUBSCRIPT DENOTES PANEL AND CIRCUITS. CIRCULAR SLASH FOR GROUND WIRE LONG SLASH NEUTRAL, SHORT SLASH PHASE CONDUCTOR. r'( �.( LIGHT FIXTURE, FOR TYPE REFERENCE LTG -FIX - SCHEDULE. ,, A FLOURESCENT FIXTURE, FOR TYPE REFERENCE LTG- FIXT- SCHEDULE. ®A ---o EXIT LIGHT, ARROW INDICATES DIRECTION, LETTER DENOTES TYPE. A> 5:� FLOOD -LIGHT LUMINARE, ARROW INDICATES AIMING DIRECTION. LETTER DENOTES TYPE. ' ���c2 WALL/COLUMN MOUNTED LIGHT FIXTURE, LETTER DENOTES TYPE. �J JUNCTION BOX Pa PULL BOX ■� BRANCH CIRCUIT PANEL BOARD 120/240V• OR 120/208\ BRANCH CIRCUIT PANEL BOARD 277/480 V. i--� TELEPHONE TERMINAL BOARD. 0' NON -FUSIBLE DISCONNECT SWITCH SIZE AS NOTED. FUSIBLE DISCONNECT_ SWITCH SIZE AS NOTED. MAGNETIC STARTER - SIZE AS NOTED ® COMBINATION. BREAKER- MAGNETIC STARTER SIZE AS NOTED COMBINATION MAGNETIC STARTER -DISCONNECT SWITCH SIZE AS NOTED. THREE PHASE MOTOR HORSEPOWER INDICATED. SINGLE PHASE MOTOR HORSEPOWER INDICATED. F-- BREAKER COMBINATION MAGNETIC STARTER, SIZE AS NOTED. REFERENCE ONE LINE DIAGRAM. TRANSFORMER WITH PRIMARY AND SECONDARY VOLTAGE AND KVA RATING. REFERENCE ONE LINE DIAGRAM. START -STOP PUSH BUTTON. (MOMENTARY AND MAINTAINED CONTACT ) HAND -OFF -AUTOMATIC SELECTOR SWITCH ElTRANSFORMER, DESCRIPTION AND RATING AS NOTED. REFERENCE TRANSFORMER SCHEDULE TQ THERMOSTAT -I 1_23 Etc. INDICATES CIRCUITRY _ a, b, c Etc. INDICATES SWITCHING MOUNTING F S F- INDICATES FLUSH MOUNTED. S- INDICATES SURFACE MOUNTED. $ S SINGLE POLE SWITCH. $2 S2 TWO POLE SWITCH. $3 S3 THREE WAY SWITCH. $4 S4 FOUR WAY SWITCH. $gyp SWp WEATHERPROOF SWITCH. $K SK KEY OPERATED SWITCH. $D SO DIMMER SWITCH. $M SM MANUAL MOTOR STARTING SWITCH. $p Sp SWITCH WITH PILOT LIGHT. Fe SINGLE RECEPTACLE. k DUPLEX RECEPTACLE. ® FQ SINGLE RECEPTACLE, 2-POLE, 3 WIRE. ® 14 TELEPHONE OUTLET. © b CLOCK RECEPTACLE. PANEL "IWLE" LOCATION WALL MOUNTED MCc evOM 1Z0240 VOLTS I PHASE _:3_WIRE Z25 AMP. BUS Isc MINIMUM: /0.000 AMPS. RMS. SYMMETRICAL ALL BREAKERS 20A. EXCEPT AS NOTED LOAD LOAD (WATTS) /Sp�2�--� (WATTS) ( L +o L/6/1T5 /000 — !� ' Z /boo Pee4pT/ONf2Es7-ewAiLmws — GA8 L16HT5 /000 3 Z4f 600 T/ME 6'1_Xe�al1r5lE Z16#5) OFFICE LUNCf/ 200M L/6/fTS /6 00 5 6 600 EX/,IfIUST FAN /Y1EWs .PEST,P.tI; ,MCC /aoo 7 8 600 EXIh'AL'5T FAN GAD/ES QESTQNJ• 9 10 /aoo 600 ,QAIVGE NoOp EXHAUST FAN /�ECPI /�ES� ROnM /000 I 12 ,200 FZ?YPT. LUN6gL00O4 L10017,27G9 /2EG EP7yny 13 14 - ,eECEPT. LAB0.8.470,OY /000 /000 �ECEPj UJNC1/2Gt7M,MCC�Gtav1 ,6'ECEPT. LA80e..470,er /000 15 16 /zoo QECEPT. zeire/6W.470,2 a v o _ f 17 18 600 eecEPT EOF /YJ/G20Ws�vE OMEN /000- 19 20 /200 D1_511w4__wfR 64R,0AGE D/S100S.4L GOO —f 2 1 22 Goo FUME y000 EXHAUST FAN '510 __y_\23 24 s X-AaF 25 26 27 2 8�- 29 30 J 31 1107 WATEe <1EF17Fe 5000 n 30/Z 3 41Z._ t 3� 5000 ,PA/VGE 3O/2 PANEL 0Sz-P" LOCATION .Ss1oP BU/LO/N4 PANEL "CLP LOCATION CNL02//.1E 51-D6. 120 24° VOLTS / PHASE 3 WIRE /00 AMP. BUS 1z0 z4o VOLTS / PHASE 3 WIRE 60 AMP. BUS I sC MINIMUM: /O;°0° AMPS. RMS. SYMMETRICAL Isc MINIMUM: /0 000 AMPS. RMS. SYMMETRICAL ALL BREAKERS 20A. EXCEPT AS NOTED ALL BREAKERS 20A, EXCEPT AS NOTED LOAD -(WATTS) /�/2I�-Ij LOAD (WATTS) LOAD I I LOAD jj (WATTS) (WATTS) SNDP BLDG. L/GNTS /200 — f_ ,1 �z /2pp S/fOP BLD6. L/6/f75 L/Ui/TS /EXN. FAN C1JL02/dlE BLD6. ROO / 1 4FCEPT. CNLOe/A✓¢ BLD6. TIME CcocK�OWTslDf L/6.rfTs)400 3 4 AWO .5/16le BL65. U6#75 4/6N75 C11L02/AIE BA�s/� 900 3 4 FLOWMET�P QECEPT. S/1aP BU/LDiN6S /Zp0 —�- 5 6 E r clqusT `4AI'(4c OECEPT. CA140eiwE B4511V 400 5 6 0WZ0e/Nl1T/DN e4914/ET 5P42E � 8 NO/VPOTABLE W.9TE.P PUMP CONTROL --f1 � 8 eWZ_0,&A4E e,040 NE/474e -5 RA, 9 10 SPA2F PRESSURE T4/v� /�/? C0 �1P2EssOR 9 I O C11LOe/NE CYL/N0E,2 #Z`471W —�-- SPfleE �� 1 12 3PA2E SP<lP� �� I 12 �pAeE SPACE 13 14 SPACE SPACE —f1 15 16 SPACE -:FP14.eE E ■ 3012 5P.4QE PANEL LPa"" LOCATION MCC -,;4 PANEL 2o$" LOCATION /v4cc -`a" /2o z4o VOLTS 1 PHASE 3 WIRE 60 AMP. BUS /20 2 o VOLTS I PHASE 3 WIRE 225 AMP. BUS IsC MINIMUM: /0,000 AMPS. RMS. SYMMETRICAL IsC MINIMUM: /o"000 AMPS. RMS. SYMMETRICAL ALL BREAKERS 20A. EXCEPT AS NOTED ALL BREAKERS 20A. EXCEPT AS NOTED LOAD (WATTS) G�--� LOAD (WAT S) LOAD LOAD (WATTS) 1501,? �-'j (WAT S) SUMP PUMP /ZOO , 2 600 ,6/.1MP COrvrpOL POGt/EC L /r7 NTS PUMP eGtPM (oOc7 _1Z 2 /500 LIGHTS OEW47,50146 /LOOM SUMP PUMP 2 1200 _il- 3 4 200 14141-1 LE✓EL /41-49M 1-14M7.5 gLOWEe 20OM Soo 3 4 Z_i�oo L/6//75 DEWIJTEPiAK CGbM VEA/7 FAn/ /ZOO 5 6 /000 MCC 4E,47ee5 TLf/CL/En/Ee 1-/4/f75 S'CECEPT. SEJO 5 6 �_70o OUTS/DE L/GN75 MnT02 ennM G/GAITS /Gno —n '_ 8 /000 PUMP MOT02 L1EATf�S etAe��i�e I Z4#T5=eECEPT. Soo 7 8 /20p CZ000 L16#7 POLE Al PUMA 1Zoon� L1G1-1T5 /000 9 10 g00 /�cC�PT: �/nro,P �` pu.�1� ,�Ua//f CL42/FiE2 d2 L/4li75 I O _r_�_12oo FLcrOD L/6117 ,DOLE a2 . ,4ele,4 T/n/v &A S//V G /G/11f /Z00--% � ! 1 12 /ono /�ECPT. 4C-1?47/ON 19A 51AI FuTU.ec- CLMP,,cjeg G16#73 f 2ECEPT. Boo (1 (2 L FUT. FLOOD L/G!/T Pt746 #3 fIL=�'AT/nNf,3,45/NL/!,/ITS 9O1J �3 14 %, SPq,QE 3 15 D/ST¢iBUT/0N BOX L/G1F75?PECEPT 800--� /200 QECEPTs PUMP sBLOH/6 QGt�M S-/�,4-,Z E 16 s/" n 1�E LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER 81 MODEL/CAT. NUMBER LAMP VOLT DESCRIPTION A 1,lUBBELL,BELL OQ EQL/AL 3-FAR 38 1541 WATT /20 OUTLET BOX F02 3-sw.vEG TYPE PAe- 3S /ASP NOGOGQS MmuN7Eo mNA 2.1 lsgL K P1oE � 477ACIAW 7D 1/ANOe41L B NUBBELL,$ELG OQ e04144- 2-PAe 38 1 2O SAME .45 mABOVE EXCEPT Foe /50 W47T 2 - SWIVEL- TYPE LAMP 10104OE,2 C WEsr/N411oWSE#,246-MAQ-744i C2ousE 1//ND5 ve EQWA� H400 D x 33 - f /2O 100W4TT AMO WaY ✓APO,e rZCVW1 u/1 P/f070E1EC7,CIC CELL, FU5Z AAJP MA1T4. 8¢.4&e67 ON 30 CGAS5 ff POLE. D we/61/rL/6#rCA7#"ey-44o-24- P412-F, L/Ti/oN/A oe EQUAL 4-F4o T/2/eW /20 2X4. 2ECESSED TRorlcae E W21(9#7 1-16ffr CA7f1 kV-240- /;?- PA12-F, L✓TWA114 0,0E0U44- 2-F40 77Z Cut / Zo / x ¢ /LECESSEO )wFFE2 F WQ/4kT L1y16T -- n47#OIS'246, L171/O.c/14 C#7.*# AF296 ee ,6'49//4L Z-F9(o 7/ 2 Cu/ / Z o /AIOY/5T2iAC TYPE FLUO/1ESCEAIT PEAlP 4NT M vuA1TED G,20"N ZOO-- 7TL uss . G W914*r U6#7 CAF-J, aE15- 396 1/700A//A OR 5PLr 44_ 3-F96 T1Z C� 12© 3 TUBE 1Alousra4L_ 7YPE EL(�PFi$CiciUT PENDANT MOUNTED GRVA4 200E Towss H C2ausE y/NDS aVXHBF-126P, ,4PPL6T4lA/ O.Q EQUAL zoo µ/,4TT /NCA'A/D 120 W 44L MOUnl TBO W/TN 6LOSE A"A9 GWAW J NU/3/3�L Q0u5'L= 1-11w125 n-P EC?VAC_ 20n/dA7,-/ 1NC4N10 /20 2oo.WArT W,4LL MO11A+7e0 FiVTUQf fONTitOLLEp ,¢cM T/M.E CLOCK K CQOC(S.E N/n/DS, 4PP4E rmA1 02 EQUAL /OD W./-77 /NCA¢nlD. / 20 114A10)el41L MOUAITEP 2010 AAG44AM L/GH7 Vi4,0i9APdOOF RY7[//lf- W-11w-0 GLOBE A.vo 6uA"k?. L ,/iUBBEGL/ BELL 0,e 67474(4L !-PAe 38 120 S4A" O AS q EXCElr Eve / /SOW,4TT SWIVEL TYPE 1-4mp H060E.e /-IncO,-1-1ANE //L1/3LiEGL 02 C4Zi aA Z /� 25d O X 37-r2e) ZSO WATT /rIECUR% YflPO P W9LL PACK w�PHOTOC'a,vT?OG,B9L[gST iAly /jeA1TG. ACfE550Q/ES TRANSFORMER SCHEDULE TRANS. N0. KVA SIZE PHASE VOLTAGE INSUL. CLASS TAPS REMARKS PRI. SEC. FCAN FCBN 7-1 37.5 /0 480 1Zo/240 ZZo 2-2%af ¢-2y2Z czoo.2 wp AITEO r Z 15 / 0 48O /ZOJ 240 /S o Z- ZfilZ°. 2- 21Z 1N MCC "A" r3 30 10 480 1ZO/Z40 /80 2-Z`ZZ 2-2ii 1A/ MCr- "B" 7-4 25 / 490 /ZOIZ40 /80 2-ZJZ% 2-ZAg W414Z MOUNTED 7-5 /5 / 00 /210l240 /So 2 -Zyy 2-71'12 Wl&& M104JA/760 u ffE140W0215 4/4#75 iAFCEPT /100 1 5 EX1/RUST FAN UPPE/2 FLooP 600 17 MCC h 47'e'es 1oDo _�1 19 .5P/92E 2 i sP�2 E 23 SPA/ZE 25SPAeF sP142E 27 SPACE 29 �,oACE 3 I 16 1Z00 ,eECEPT P6W4TE2/A16 eO+OA4 18..E_6o00.XUAyi/UM000aV7Q7L CU92/f/E2 ff 2 0 600 cuM R/MP COAMPOL C4 421FIE2 d 2 2 2 600 xuM PUMP C04geOL FUr. t_LWR42 03 28�_ �PAkF 3 0 5P 4GE 3 2�_.__ SPACE ELF"G'T2/CAS- Lo/a0 AN/.tLyS/5 SE,PV/CE EN T/ZANGc 70 iy/>/="'CONS/STS OF 4'- /3%2' lL_0A1�L117_ E4, k✓TH /3-500 N/CM �T/11,/j /YANP7/O GNO, L145Y-1T1Nl. LOgo Con/NECTE/� GOflO 13L/11-/D/A1G L/GNT/n/G /7- 40 M/SC. 041T/.�n0v�Z </G/VT//fir, 13. / O /,� /1/ 2141-1171.VG 4C.4 0 x O. ZS 7 6- g Kj / %n TqL L/G/v 7-ml,, /5 pOWE.P GOAD C0n//VECTE/� LoA1> CON//EN/EA/GE ,PECFT. @/BO /✓ / /_ 70 /�/,4/ �¢/ SPKi4L P�//P/-z�SE �EG,�T. SO. can Kt/A 3Q, /4n7n2 L1-7>A 875.On I<W LgRGC-ST /`7n T0/2 x n_ 2 5 20, 0 0 7-n7',4 c.. 1-ink./E� C- nq 1� 981. 70 Kvq 1019.85 h'Y.4 TOTAL /�na/F/z G /G,°/04 o lo/v. 85 /(YA CP 48o V, 3)w, /228. /4 A/-�Ps PEl�z lvl145E (1520 TO SEip fiE COMA/ECTC-/� Gel-4 o Wes,-iVI�>l//S/�A1.5 �aA� FuTc1F{C CXPAn/S/oIy CITY OF LA PORTE File No. �0 740� l LA PORTE MAIN SEWAGE TREATMENT PLAN z 0 U ui Z m o 0 az z m a a o 0 o • a 0 x 5 a TAG CIRCUIT SCHEDULE N0. Q CIRCUITS NO. OF CONDUIT /NcoM/nJG FEEIJE2 � - 3 �2 ,r Z/,2Z,Z3,z4,25,Z6,2 y zj<f,3z3334=353637/;Z?,37 40 le>-4z, f3;44; �,9:qu,rz i3� (�.f1,2„E,Z-1"SPA2E) /f_f" S_`?14 4 h-3,3 {,S,C,,,/Z ; LPA-f,5151715,/O 5-/!z (> f% , f"SPACE) S JL..17;8/9,,ZO.Z/242-329.25'2�., 47, 23 Z9,30, 21.3Z, 33 3�,95,'G,37.39,3`1,40,4l;4 ¢344' Piq-!l,./Z/3 s f 4 , 9ZO;ZS,Z6,Z7,28:33,34,35,36,41,4Z,4 ,44� GPA fi-/3,14:l,Sf6.21,22,�3,44,.z9,.30,3f,3Z,37,36,3,,) =-o 4-f�14 g-f„ $ 42f,zz,z3e¢,29,30,21,323Z-99 39,P 3'4 / A za; 3c, 31, .61 27. 38, 39, 40, .5-1 '/4 rr /0 4.37, 36, 39.40; 2-lf�r'• f^f'; GPFl-/2 f- 314 / 1 4 7 / 9, it', 26?. 2 5, 26, Z 7, 7- 9, 3 3, 3 3 :.? 5, ?4, 11, 4- 2, 4- 3, 2C,27; 2;R, 53, i4,.S57,44 4•3, 4.4 i ¢- l/¢" 3-1 ; GPFJ-ff, l3 14,_l7; (1 1%2„C SnAeEJ Z_/yMr, :c , 4, Zps-S7,'g,9,/O,/1,12,13,15,/3;Zb,ZZ f-/k4 7 LPB -8 /_ 31411 7,9,/O,/l,12,i3i5,i'8 g-fd (o_;J4,i <=PS- 7,-7,/0, 1/, 12, 13 /5 %_3/q ,r J, 2Z� (2 -/' -SPACE} -0, Z2i (Z-f"3PAGF_) 4_1 ¢- �,Gu z3 L P6 1- 3J4'f 25 3 /Z; ZPe- 9, 2a S �f f/4„ ,Pi72E} f'- f 'f Z _ 314 r Z--'/4° 27 Q`/3j Grit' _f/ /��� i/-3/4 rl SFHEE3-''J�i \ ,t... % Zq GC G.- 31. i f=,'4'J SPAQE) 2 _ 3 J4 r, go ` P�-19, 2o�.,CGP- � c; (f ; 3/4 "SP,ARE) FD1-4,41,2,L/N,E_ _ - /-/�r'-�.3/¢i/. / A10 TE5 lfgC7 V. 0. � w T -. C Ni � uiP E PP E•.2. P { %AC.CA 7C G T U.2/V/S.yCD G3Y ECY M N. .SU r1nrU5 WET E3 C} wFy �HEHEA O ?'YPf .NCCJP >G 00 P A 4 6 Ou.,E r , :. _ �'S SYiv1M�TE /CAG • , - -. _.::.�.—_„.�.-„ -•--- , __.__-_—_,_� �B — .FSEr NEMA IA_ MAIN DISTRIBUTION PANELBOARD (M.D.P.) A EG/OL2/- A/EorS/G 7 n?J� ,2ANfD ." GM, , Er? A A 'A" CcEEOrr. •✓ -�' <J/.2�is?E.vrs QZ icv�IENTEe.2a/cN, hO�rA✓C a/GrGT /ESCi,.4nfG�/ALO3G aACVEC�T/_ECT/On/ GAE. -C-TU,Q. E�zv11/Ec.ATEE.voTO O l20 j 24Cs ✓ ` f aNT20G L E0 W/TN OA/E TffE.C'/Y/O ST/4T. F /ZCGF Cucx�F , /50 z UT L _ .., ._. "- ¢$O ✓ .. �.: rod r/s? .3E,QV/GE NF ,2/i ,,. ,-+ it r d _c/ C A Sh/!a BE L� aV/ E AS AN EMPTY I/Ee /CAL 7 3 r /oOT � � �G�oT ,} 'l _ EU S' 4 � CG q B/ CE LG ,L' D O T _ IE/ ) /2Ge�T I G�/D, FEOM C� O a � N ,5 T K, .. (�WfO BUS) Fde /n/...TAGLAT/ON OF �E-�/Ec_ !+4 L . - R c O. E'ANSFOPMEQ -G TeraG YS EM. i . /' I P V/.SiG'^/yi .SL/ALG ,,�' �r,Q.Df Fne xsra:-.r✓;�urs. rae .n/D/lA%/iVC� 9PAP_E F6 FE FDA SHEET 6 Z N7vICG O 5 ALC L OCG ACONTG�G �W/r CNES r CAE L OC C//B S SrgCE _lF lF 66 k 12nvA . _� T FD,e, A ® /. T ��neP STAeTE�S; M�P�, ON'urT Cep y<To�', Er O of 37,5 KVA 4 qn/ F METE C+9rJ % z'EO Fok' Fuy !ZE TS : .? 45 f/pWn/ s� Vic. c.00 A l - le �. �. /<O ZOY /= CNAn/D /n/ST�LCE.O EsY COAlrX0, CC I(o00 A _ 1 MAIN � - $ ZND/C.c•'iES .�'TA,PTE2 L'✓B/�GF, :=GC ivlfC.r? � ELEU'AT(ON _ 4 3/�°G E41CN INiTH LUG O SEE St/fE-T Ze79. GP�Jn✓D 3-SOOMCM JN�p 6n/p, SUp_FACE MOUNTCD AB � q u{PFC/7Gz T'EElO� S/ZE7.� Fo,e FUIZJZE' l5o KVA� .. _ N11. O _SZk_AKEZ (JMPAZTM�JT TO 66 S/ZED FOF� u ERGi/ INLTH' 35G7 M« M / A / HMO, FZtTU 2 250 3 . J fqc/! W/TH 3-600 .v1cM f �3/a Gwn. , r � 7n I _ _ :ELEVATION M.D.S.. A • /000 .4.v,'P 46�. V 3.0 CoPPE,P'9us rGA ,tl/Nra eEO BBAGEL7 FOJE' 42 oce AMPS R ,��-�/-y O / IF II .. it 11 �YTO �1� O?F� 6LQ5- / . .v/M,E•,��cq� NEMA IA -MOTOR CONTROL: CENTER A (M.C.G.- A ): r r. i jz'p 1191, �. „/ �.r n „ pi, „ 45 _.. _ t / MC / ! -CP I O MCP SO lvk P \ P c 5� :vac /So n-fcv i3O MeP : 40 \ \ 113-0 M P / P GL/MP �2 - � SO MCP) : / \ " i 50 MCP 1: / \ � SO M 1 / \ S > � > = h.� ? ✓ oaf oa5 7'ES N E M AI A` MOTOR" CONTROL T R _ 1 11 z u,V/r �x,//�� Q -r G /v��� r s ✓P/?L.�z, 0 OL CENTER B (M.C.C. B) O �AC<46 `4 B „ ,.� „ ' 2E " "3B" ,',3C „ 20 E.4^rJ ✓E271fa:..77�E.= %/`J�--LIAGL CGNTA/n( A .S�'ACE .'/EATtQ 7-0 Bc' CGnN T2C74 e 4G0 W/TA>r Gn E TXELMG3 rAT / Ile ♦ ♦ L \ O ALL { C" qL CD�/Tz'CG Sx/iTCh/ES TD BE !GGEi 4BLE. SN4L4 cOO,F'D/HATE FJWc.0 rlEQll/FEN�NT-7 :v/TH �CC.T AeEO SU�PCIE2, ETM _- �'' J � nao2 • M02 • ,ao� e MOK � • • I ,� • S , 1 l j urn • r;iM ® puw • pvu • A — - - -- - - -t---------i----- -- ---- ---- - - -- -- - -- lk ^� •'MOP" _ - �� _ t;l j1 C rAcA/ Wir/{ to a tr _ 4 u j C2mo.5 N I J v u I Z o zLf-I N N Z �h G�j w 2 0 0 .. Z : Cp '44" °2R" 1 ❑ n „- „ _ i; n T E: ,4A„ !�W. „zA< "[A" $fL.T CA/z. 4a( . F✓2E-55 r Ic. I IrDO O )el 9"le. PAL' r V-5 AS WY' 1100 aW r awE� owE� 9ur'p t/J tl CF3„ .Zc„ /WD,PD .4i/TJ/!2c E ECG/ 'EQ eFA,2 #Q Sl2E .IT �L/MP /J 2 .2E£/J �2 sTAPT"E� C'CAQiF/E,e C:AL�iF/E.E �%ACE' 4 ' y2 CCA4R/FiEr2 of v` 03 f4 TN•i<,C'En/E,e h'YCE',0 VS� S 2E = STA3 TE2 -o'c/vE SOACE TEA JET 7-3 " FuTUQc' _ .fleK,2. 3A21e . I Uc w V V it U• b y 'N Q Q� C1�! c A .-, ELEVATION- M.C. C. B ',J 6 5 LC7yVE.P FLOD.e .J E� r � Oa�<C' G1ELV4TEP//C/� SLOG. �'Ewr?TEE///L7✓fit ^//+/c9 �i GO /AE G4U/4GinJh Wlk'EWAY s/ PED �c'2 n/ C+ 10, - _ 71 CAILOP/NE f3G�ci, a <C I SEE CITY OF LA PO � � RTE _ ( - E File No. A®�i� v- A® s/a�. F r 62 60 2 /ZD 2QOV S'YSTE r ; I I I I R g /?_ CK T Gamr .... $EE�I — Z/Z/1¢OY a 1. n. ,/i.,..iHN L--4r4 d \ / 3. N✓A'"EYM LO. 3EE I �> +1_ y N r a ( r y ( I � �� A LA PORTE MAIN. EW E TREATMENT PLANT S AG c ccP--7 /SKVA fn' - CONDL/JTCON�1CCr�d11` I 41 L' "� c ^, C� W RE rizUllaEc� BY 1 kV/ v, z N ti a ��P 9 480-'1O/z¢O1/ ( BUSGH, HUTCHISON &ASSOCIATES INC. iu W I acz r ,owes 5 � 98a / 4o V � 3`, I I m� W� V CONSULTING ENGINEERS 1107 FLEETWOOD DR. BAVTOWN, TEXAS 77520 3011 SAN JACINTO _ HOUSTON, TEXAS 77064 H o i? "IR'coHPRESsoK DRAWN 4Z DESIGN LQ ELECTRICAL L _ R CHKD. SCALENCn/E , o y PRES51/2E TA/,//L OE DIAGRAMS DATE' s ONE L ao F. B. LINE � Q e o N O. _ � ' R ISI 1 EV ON BY CHKD. APVD: DATE APVD. JOB NO. 7 R 02 REV. ' SHEET OF 4 /c� 6 5 71 W _W H � O " a. a oa H E., z�o°H °°Q¢�� �¢��c H�a I • .. � /c nip ' - _: .. U , ,. _, i � � ^.S. 12 ft No U�+- „ �..�• .'.� . le ,, ;1;• 4a 4ApY)Y1rNM�L_� 2 6 JZ 1 AF I . , J LA PORTS; MAIN -S -WAGE: TREATMENT PLANT F2unn F'r'©�✓E - BUSCH, HUTCHISON & ASSOCIATES INC. CONSULTING ENGINEERS 1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 OPERATIONS BUILDING POWER PLAN - B ' 3011 SAN JACINTO HOUSTON, TEXAS 77004 SCALE: 1/4"= 1'-0" 67 DRAWN 4Z DESIGN CB OPERATIONS BUILDING CHKD.ZVY SCALE A,S. ELECTRICAL PLANS DATE 9/30 F. B. s. NO. REVISION , BY CHKD. APVD. DATE APVD: JOB NO - SHEET 67 OF 71 . 7Og 4 , 8!�..9 REv. s in I - ! y- CYS 1 r —_- QVE�NEo I L72�Y A .�To uoP v� µA'MCC vB - - 1 _. Bc C r I_AP, e i tt9 F if Tc , CO 6 fe i , , �.._ ,_ TG /¢ 3 A � ,- i L- !! .3Wi7P( t IBUILDING ✓P HOP BUILDI G ELECTRICAL PLANSD T FLaiC /-- f/JFOk � a I o Uars 2EcEPr• �. m L/6H S AT -TOP _ ' ? iv s ,, , x,. •..+ TR CANT B-1 2-3 c. CITY OF LA FORTE ,C.A'PORTE MAIN S WAGE A71VLEtr�[" .L Fite No. 96- �PgA.1 Fla rr �BUSCH, HUTCHISON & ASSOCIATES INC. - .CONSULTING ENGINEERS 1107 FLEETWOOD DR. BAYTOWN, TEXAS 77520 DEWATERING BUILDING ELECTRICAL PLAN 3011 SAN JACINT- HOUSTON, TEXAS 77004.:. ELEVATION 18.50 C 6. DRAWN DESIGN; B DEWATERING,'CHLORINE .x'F7.. ':-{�4:�:1-O. - CHKD.:Q.Ky SCALE��/.�� - CJf SHOP BLDG. 69 - DATE- F. B. 3 $o ELECTRICAL PLANS `. REVISION BY CHKD. APVD. DATE APVD, JOB NO. 7¢ l06,Q REV. SHEET 69OF 71NO y No Text Cc uj m 2 Z CD C ■ s a a z 0 LL z= � � o Ww m � z x� Pr �w ;lQy zz O� 00 f 1 fL4GV4L7 COWCF SL E/ /98 AaVIAIA N�JTU.e.9L. . _. n-•. v o TYPE J.,r'EATHEL-'/,�Es?/J _ rS,c�AoE ,: °. '_ ° , �ZD, 3 _sEPV/!F 2 i r C _ F2OM N.L. �P Cam, / .PAcEFicG PcrrCED / ip — - -- ` TPsiNSFOk'+VIE� _ �_"'--- T. t\1 /vi ✓N�sTPUT oP 4n/<LE /, / // / _-3uPpGPTS ,� ` P� - :.. , , > e . } � c: rA,- _.�= �,+� °r � � . � i"�Jr,L•.,;' (TYP•) •v. : : .� 1 : /,%e r�.?'y/S'. P F+ir.',ETC.� eaNeEEr� 0 0 O o— - - -� o W/TN - cOLO,eE.O ,EEp : �L—._.._._____ -._T77r) ., o -- .. .. ! I- 3- SOO MCiv1 7 Z/O bn/O. 0 0 O O !.,o¢�O O._E4GTiTE f1 ' : O, c'O, F7u NauiTS ' I _ �"E"'E/.e'iN - _t t?E �' NUMFe e:. O O O- _ 1 TLEi TE.b rOGES Q ` FoL> �LErlL_'rftiCE ,C'Ft;.i✓f.2fM'E/V7S,.— r FRONT VIEW SIDE VIEW ELEVATION TYPICAL SECTION ELECTRICAL CONDUIT B VERTICAL MOUNT i N.T.S. 7I H.L.a.P. CO: METERING FACILITY A N.T.S. 7 T�AFF/C CO✓E2 W17w . ,EGFCl/ /dr9l?E _ s � �I!+I---�,PG�;�S �EL�;VLTS �. �{,!I�:_, LOc;�A�LE C:✓,./T.20� STGT/ON Z /X 3'x `r F-111M 1E \A Q OUT RO w17-Al�ixru2E ©'O c"anlTr7/r/ __— I „ G c 7 K TWO fi �£� -? /SO I ✓ATT —6 4 fMBEQLEG /N sw/ vBL L 4 vYP HOLaEP O FcnoD G 1Gf{I _, . I /,SO iFJ fL0'19L/�HTS 1 ,'lNGC'l!G�UTS /n/ PvGL HOLE i�' f 1LL EYE (i'Y!'. •{% I ..;.EAL . /, E :,-n✓D:.//T . FiX iuGE ©70 GOnITA/N c OX WALL TO PE /SO WATT TOACO/✓1v/OUATENO. I{ 1 FLODOL/ Li:f T. OF fOr, OV1TS 2.EQ /D m I is PRECAST PULL BOX - TYPICAL DETAIL D I! o�✓valT s/ �t - f N.T.S. ANO c�,4.�ps_fl ELEVATION �. M1jHORIZONTAL MOUNT ulr "7-A' -- 6A: „5-A„ ---- ¢-24, — 3-A" ----- 1'2-A"I AERDo"iG" 4E.PAT/0%✓ ,4E, A-r/ON OIGESTOP I .8,45/AINY1 6,45/1✓1VP2 //v ROTO,P ROTOR ,Poro,e — - iVIE P✓_°/ OQ/VE N' S i DRIVE N-' 9 LIFT , L/FT /✓� / N° 2 r9E/IO,B/c D/GESTOR AE.PAT/O�c/ g 51Al Al / AE,pAT/ON BAS/N N_' 2 00 ROTO,P eOTOP ,PO TOR D IVEiV°2 D/?/VC N°G b.P/YEN-°!O 2 - A5 1I�IP 13-C' 5-rA.7 /0N 4ER08/C AE40AT10,V /irRAT/OAI D/GESTOIV f3A5INN'/ 845IN,V22 T,eoG IROTOR koToe .Porno "GPA" SECT/QNeJ DRIVEN°3 CRIVEN-°i D.P/!/EN_°// L/FT L/FT 4 0" "V PUyF' Pur�P A193 A/° 4 AE.P031e' AE,PaT/oN 4Fe4poAl 0/GE570R 5.4SIN /V°/ 3A5/NN-°2 ROTOR kVr<Oe-` ,POTOR DRIVEN-°¢ DRIVE,V"& D.P/VI5IMF •c 3-E - !-E /-E FUTCIRE FL/TURE A/R' f3LAN(� SPfI Cc SP9GE AREAT/ON BA51N AERAT/O,V 545/N COND/ r/ON ROTOR ROTOP fSRAIR D,Q/VE OR111E "�-D., ,S•�.. "Q f ° '3-F'r 2•F." TRAN5r: SPACE CAP' Fcir&,eE AER,4T/Od1 F/✓ruRE ' AE4AT/ON XFMR '/T- 2 " L3RKR lids// BASIAl (3RKP Ro rOR Rorale ,OR111E rCx"E�t'ILGE COf/T/Z�� -`'"at Iran! SST Act/sra� PLAN car/nf� Erc� MOTOR INSTALLATION DETAIL E N.T.S. 71 / YT ✓fJ : FileN°' LA PORTE MAIN SEWAGE TREATMENT PLANT