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Plans • . EXIST 24" PIPE --' I9' • SADDLE DRA . 18' -7" 6" FLAP VALVE & CO PROPOSED 6'x8' CONNECTII ONI N ACCESS HATCH EXIST 24" PIPE i - - ` - ,1 EXIST 2 DRAIN -- T`` ` �' - F-i EXIST CONC VAULT, -------<-7-, T .° __�__ - ' " I a i _ t . e T .. : • ; '' p .. ; I SEE NOTE 4&5 T( ) ' • � --- -Li ..- r>w+•P ee - -11E1 i � - - it • z r- t • 4 - • •.. I • N ' _3 I I .., _ II I •• II I .. --`6 \ I "'°' d° : a 0 11 / / \ \° : 12- PPE I 1 ' 2 ii ( w,: :,/ ,_ y 3 —5' 9 A \ FROM ASR -2 TO =_- = I ° � ' MIL - ' ' VALVE ACCESS /I / EX I ST d PROPOSED PUMP ° II I ��' I " -' r Iul I ! 4 2'X3' BLOCK OUT �t I I I 48"0 ° 1. STATION - �T® I ` i11 �— Y I �+ i 1 1! 1 1'� • i' • a . 3 - 5 .. 0 I- \ Fi Ci+ �E �— I —_r I I�If ll, \ r • ACCESS // a : • II __ �� �,+ I @ I N CONCRETE GRAT NG OVER • o I lin , Aft II. 1� / a -- ' ,/ % • 1==16:::==i ... OPENING. . / d • I ^yT X 11 i r I .�-� GRATING TO BE '\ a a L : p V �`, 4 : Q ✓ -' r' 1 ' FLUSH W / fL#t el I I II © I E6' H ONS COLUMN, N, �a o .d • ' -- - -- 1 w ) \ • a 1 '' , I � I ® OF 2 , • °• "� Ork �� $' � e— �f 3'x3' • . . I- 0 ® ® — __= 7 � ACCESS • ��`� HATCH .. r9 W —0 1111 C9 . : i .....„— ..) _ e E 3 1 m m ! III ! r Q? , .. �In VIII— iI _ : ___ 11 �� i � =UAW 4. ' © �� j J IVAIL \ � • 13 . •■ i -- _ t .1 �/� I • E \ \ ` �1'I a w w • . e� -p�� 0,, E - -- - 3 11�- 136 • • I t V ° .. E -'�3 - . w 24" P _ .P �.i�s. � s�c . � -- - Z 4 I . t , u 0 L - -_— ! I TO PUMP STATION I \� I I I I II '- • `° \i I I I I �`� .11 i I • a e =NE e N 2 I 1 n Csi 0 I I ' i __i I .I i t d 1 ° :.1. ° ° °I 1' I • e. I •' i i z . . 1 . ° n 1 J J= cI'= 1YU -L':._ p9_e] ∎L• IcG a::. f---.--...-'--- — 6 IIIIIIMIIIIIER ® -- 6" 6" PERF P I PE, 3 �-�� �� � �� EX 12 fLOx A PROX LOC EXIST 2% SLP ALL ' 7 , � 0 _� 12" DRAIN LANE AROUND. VAULT DRAIN LINE .1 - APPROX LOG EXIST 24" DI o ` J , EXIST 24" DI OVERFLOW 6 , -2 „ OVERFLOW DRAIN LINE EXIST EXIST 13RAIh1 UK INLET OUTLET NOTES: I SPECIAL HANGERS AND SUPPORTS ARE SHOWN IN • EX1 5T1NG VAULT PIPING SCHEDULE: EX1t-ST I NG VALVE VAULT PLAN LOCATIONS.CONTRACTOR 1S RESPONSIBLE. FOR DETERMINING THE LOCATION AND NUMBER OF ALL O EXIST 24” BFV, MJxFLG SCALE: %2 " =1' o" ADDITIONAL SUPPORTS TO PROPERLY SUPPORT PIPING, W /HAND WHEEL .. X1ST 24" FLEG7ION AN I S STRESSES. CONNECT ONS TO PREVENT 0 0 EXIST RETAINER RODS PIPE 2. PROVIDE BUTTERFLY VALVES WITH GEARED HAND `o_ 0 EXIST 24" SPOOL, FLG PROPOSED VAULT PIPING SCHEDULE RESERVO I R RESERVO I R WHEEL OPERATORS WHERE SHOWN, SEE SPEC I F I CATIONS. — 0.24 "xi2•" TEE, FLG 29 PROPOSED VENT AND BLOWER, 90147 INL O 4 EXIST 24" BFV FLG W /ACTUATOR 12 24" SPOOL FLGxPE SEE DET 6, SHT M -9 3. 'PAINT PIPING I N VAULT, SEE SPECIFICATIONS. -, 21 24" MEGAFLANGE PROPOSED VALVE VAULT PLAN 4. REMOVE ALL EXISTING PIPING AND VALVES EXCEPT v a 0 EXIST 24 "x24" TEE, FLG 13 24" BFV, NOT W /SEISMIC ACTUATOR ASSY 30 24" TEE, FLG I ' — , INLET AND OUTLET SPOOLS OUTSIDE OF VAULT NOT T USED. $OA1.eg;' /2 "= Q" FO R 24 " < ©EXIST 24" BFV FLG X FLG 14 24" BFV, FIG W /HANDWHEEL 0 12" TEE, FLG SOUTH •WALL AND NORTHERN WALL: `•` W /HAND WHEEL Q 24 CROSS, FLG 5. PROTECT EX I ST 24" 0 24" WHEEL BTPE 12" BASE 90 BEND, FLG 0 12" BFV, FLG W /OPERATOR & 38 FURNISH AND INSTALL FLR DRAIN UNDERNEATH EX STING D VAULT E A D PROTECT EX ]5 STING `/J X 12 9Pa . PLOxPE HAN13W14E£L MOUNTED 1161 341E 12" DRAIN •LINE UNDERNEATH EXISTING RESERVQ4R. b STANDON MODEL S96 FLG CRADLE PIPE C OF TIGARD BLOCK UP EXISTING PIPE AND PLACE CONCRETE AROUND _ ' o ®EXIST 24" CHKV, FLG 16 SUPPORT, SEE NOTE I 25 12" 90 ° , FLG 33 12" SPL, FLG //�� ��,,,// � / EXISTING PIPE. o ' O EXIST 24" BLIND *FLG W /2" IPT (3 24 " S1 FLEX -TEND, MJ M2" .45 ",. FLO ®.24" SPL, PExPE A ... f..��ir` • J fs. t pR01NAT.T fi ES'E#2VQJR SHUT DOWN WITH CI . 27 12" MEGAFLANGE 35 O 2 4" MEGALUGS Conditionally Approved MINI MUM OF 7 DAYS IN ADVANCE. SEE SPECIFICATIONS 10 N EXIST 24 "x12" TEE, FIG, CONNECTED 18 24" 90 ° , FIG O FOR S EQUENCING CONSTRAINTS. TO EXIST PUMP CAN n ^ ° ^^ Letter t0: Follow -- 1 14 C^H 2 'F " KV, I �'+-. YLC i .PROSPOSE0 LOCH wi'4 ® LAUOEK .W /SAF -T -CLIMB 7. SEE SHEETS M2 AND C5 FOR EXTE&.I OR VAULT ORA1N E 11 EXIST FIR DRAIN FOR FUTURE ALTITUDE VALVE, FIG Att / C °.. -- .....-.y.� ... AND CONNECT ION TO EXISTING RESERVO IR OVERFLOW ° 37 6" SCHED 40 GALV DRAIN PIPE Permit N11I171eI:1f V t F �i4 DRAIN. W r - NOTICE LLA �Q1cD Pk pic F l ,_ Address: lZ r-7-4 1! 3g� g/ , tt \ 'Cff N D I DESIGNED V 4,1 t o = Murray,Smith &Assaciates,Inc. �, . ' a �GARD Date: l - L.� tam M BE _ n • MD RESERVOIR TING AND PROPOSED — — _ @ C = __ Engineers/Planners - 3 l o IF THIS BAR DOES rn ` .,.. r - b° - IMPROVEMENTS AND 7 VAU#.'�' #A NOT MEASURE I' MLH 4. 0 7 ° C = 121 511. 5alm Suite 900 PHONE 503 -225 -9010 NOT DRAWING u h, " TRANSFER PUMP STATION -Ir n, g NOT To SCALE C HECKED 44W 1. Portland, Or 97204 FAX 500 -225 -9022 •TIGARD .: DATE Y REVISION ,- ,-30..-M orFICE COPY NO 08- I 5 MALE: AS SHOWN DAfE: NOVEMBER 2000 4 1 Af� PROPOSED VENT Sc I 1 . BLOWER, SEE DET 6 , . -. 1 - / 1 , PR OP OSED 6'x8' - \ 1/4 SHT M-9 {r---- .; .. ACCESS HATCH ACCESS HATCH PROPOSED Vx•13` -N\c - V ACCESS HATCH _ .... - -• r PROPOSED 3 ---\ - ,.-1 1 i I , .... --- - - ..... -- --- 1 1 EL= 464. I 4 0 I • ' . e - 4 -= . • ' • . „ . • 1 . -..° . 1 • . - ° . °. - ,.• / ..... 1 g _ . .1 • .. ; \ fx•\/ ;<' \ ' - , • - . . - \ y< l • ' . ' MEM -- s \ * • / / \ ....\ X\ \ . . / X N ! , 1 III PROV I DE HOR I Z P I PE . • , lk I/ P I PE WALL PEN, SEE - . , . • ° DET 2, SHT M ' SUPPORT, SEE DET 6, .. . • -.- , - • . • SHT M-8 -. , . . . . ' a • I illipa Z • • o . ., . . , „ . . „ • 2 •',e,.. 1 • Pt .-.,.. i II • . ,,,,, - , . . FROM ASR-2 11:1 17-,.. .. •• . , - . r fis a , b .. k--.:-7.--..; " ' / . : , - ...i.,-.1._ i • . A. .. -. • ifilic . .. • .r,, 1-7.-:, " .- 44., .,, / .1 ! - , • . . - - - - 4. '',':• i 1111.. • . i °. . . '1?:e--: • • I t : --L ' " :- . - " . : • .. 41. • Iv :. ,.. • , c.!: .. -•-,,e. osl , ,.. ft. , • • • • . • c ... • 4 to •• • • • • =0 - • - -. • GRANULAR BACKFILL 2" - Fa..r ... . , - . • t,• ! ,,,,• •,'• TYP. SEE GEOTECHN I CAL I,* - • .- 4, ,f,4.; , :( - . , - , - - REPORT FOR BACKFILL . v . . - '• Iti . , . ,,- co REQUI REMEN ' TS • a . • • .' . • , VIt4 v • ' • .. . . • , , .6 . -. . rip ,- .. • ..x.;,-. . • • ' pr. GEOTEXT I LE FABRIC C Op . ION v. • . a= • •... • . 4 -•7 ', ''ffr r - ....4r f....im • Ar -.1 ..4 . Iv s i•hp• ' ' - i.• P ', ; 4 . . . • O ,.2 * - - • 4...: i , I , ® 1 . rip - PROVIDE PIPE BRACINO : o. ; I .1 - .. . • is p F I LL UP TO 10' EXCAVATION - AT FLG, TYP OF 3 . • . • .4 2 t DET RE SEE 4 .... . . .. ' • r• 6i • • w I DTH W I TH GRANULAR ;cow ' . °". ' • BACKF1LJ,, TYP • . .• ' d 1 r ' • . .-. • ' • • • . • • . . •,, , • e. --- ____ . • . . . -4 . .. • • • . , •-• :. ttg NOTES: , • , . V. NOTES: • Ir. . . - .- - 1 . : • . - ir . -,.;' ,.., ,, ,-4 SEE SHEET M- I FOR P I P I NG SCHEDULE I 1 .1 VL •,.-c. . :. SEE SHEET M- 1 FOR P 1 P NG SCHEDULE . 1,... . ilo-a .D , Fv. , •. • ; - 1,,, _ .... .,...,4 ..o • _ *; II e.. , ' • BEND - 10 il o ' • *.• . Or. GRANULAR DRA I N .. . k • ' .- ' 0 Et DE FLG STEEL 4" III - 1 4 EIACKFILL 3/4" - TO •• • el ., .• groil ' M W/3/4" THK IV • , ' C 4 'trail 11i" GRADATION. ,.. ,. WELDED TO rg•' '' "r 14, ,, a ft 1 4 . : IL' :. ..:. :. . ik1W4 S. BOLT TO * 0 1 • - • •• . .2 BASE 90° 44. 4 6" PERF HDPE P I PE • d l!Vi GRANULAR DRA I N lig GRANULAR DRA I N • Wv (I) e. (TO e 9 0 • : • - It . r roit. -.• BACKFILL 3/4 - TOE ./. o , 1 BACKFILL 3/4" - TO . GRANULAR DRAIN • Ih" GRADATION. I ON. 14 e GRADATION. ON. ,•• ,..„ .. . wratra...„ I)i" .o • • • BACKF LL 3/4" - ill&y, ... W-114•05 .1% ., 41111.11..4 • • - TO I)i" GRADAT I ON .•, .•I • mill (2 • ,,., . •. .:,.., rii ....,..: 12N ... ..,. .1... Efaii5 .... • mil : n '''.._ .- ‘, • W'lle-1 -.... ... 1 ; - • .1. f \-- • "A. • • 1 - V'R,FL. ' • 111.. Vell , II VOT41,4m . • • tro....vi..„ IsP . rt,.14,44 , el., • 0 • 041 !ow* ; ' • . • ir S •...1.1 Alt 1416,-,_ . , • Ni !,24,,,,,,,,,, ,.• „ r.v•-.....,o ..L.A..,ozz • ,...A.A.,- • .. • PA: 1,,,,-1 • i , . i‘• . 131 :111111[4: ' • K • a wii,t'W.0..., • 7 • or.44. , ••• : .0 '',"..1; ''''.," c) c) 1 r ica., :. i, 44..1...-eior • .._.___... 4 EL=43" ST 24" 0 . . : 0, 0 , 4,%; . y. 1.1rvitivo PIPE EL-435.37 A. i k : I •Vg; . • . ' ... 6. -'.-- ':.1' i • ( 1 ME I ..:,-, .■,-- o 7 .... LI 4 afroMir , N I Mill ....! I 1111, N All 1 Lii - _ ____•=11 1111 I s\_ \•_ \ ....A......._,-. I E EL=435.0 ..- I.Ifig...4..- • I# Ii t • 4 1 , , !iiill EL=435. I a - A k t. . • ri 4 P , ," 041.4 46131449 NM Igtit.tt I i I 1.114 11 r , : IV+ 14 914 •! , MI t. !' •r4 .. go:, a _ . .- $ .. • i- IMIINMIM_....1 rill■ : z •• ' 61.mrs... • 0 i 010.1: • I A a . . EL=433 72 . I 11:1 I . I . w . '. ° , f ,.... .-.: ..,....„.„... ..... .. . -. .. . ., .. ... .,„._ . .. . . •• •• a . • •i. • . . . . IIII .- •...-..,- ........,,...- .•,...........,- -1 -.---- : - ..:!;•.. 4 .. .. • • APPROX LOC :.' - . . . . .• - .... '; ' .... ... ' ' ' ' ''' . "' .. - - • .4 --7, ---. 1 1,._-....-.,__- ,_:.,1 .......---- EX I ST 12" • • . 't • • -• . ' 4 , • : /-...., \„ • • • ' - , 6 . ,, , . , , . • - r , \ • . I :; • • .. .• .). il DRAIN LINE FOUNDATION BASE o . • • v • "' ° • . ° - - • • • • ‘ k. „ r--, 2" -0" CR. 6" THK 1■4 IN .. . , . , .• ■,_•......,,,• '0 . ,,. . .. Lc? ,„. ,... , 01 - '* t '''''el'- • rail -" IBEIWYSiDDAL W W_AMMgrait r A.:•*ffilialgaiititalillSMAiTWWA 1 ,01,4 1 46 1 04/ 4' 671141 - 1/1_Val.gtib. - 4 --414 - rillItirA ' * • - . • ‘‘; • • '7 - - • ;0 . • ;‘, :'' - -*.. • • • - • • ' ir P ' 4A-70 • ■ • ., • F 1572-114---i, iiwictiWyjr,,,,wasigEbir,j___:,..2•3:ATANDEVX4MMENA/Telt'lze.,., • . ......4. ;44 •• .i4. -• 'ow -"Zwill"-7•:"... ....tezoti.e • •.- -----•-- - • ••• .. - - ... : ' .. - '••--. 7" % .„; : • FOUNDAT I ON BASE - SECT ION A APPROX LOC EXIST 24" DI SECTION B . , i - . OVERFLOW DRAIN LINE 1 ' . 1 2" -0" .CR, 6" THK MIN SCALE I/ = I ' -0" M-1 SCALE /2 '= I -0 Nip R4." -•• . i • • .. . • . • . . . : ;:. • = ' .s. ' ... '.1.•.::: r -•.,... .;,, ,. ; irip•'Or • 111; 4 - 111M-T•411. _ .-•;,. 16 . . 11111111111111M SHEET ' MI NOTICE DAM 1 Pit4tE,Cr, _ , ■ MurraySmith&Associates,Inc. J 11 CITY OF TIGARD 1 IMO 1.1 o A 1 DESIGNED ,._ #olke ,,,,, = .0 Ell I - I 111 l■Sial MLM 19195 - 1. 10 MG RESERVOIR VALVE VAULT SECTIONS M-2 THIS BAR DOES - 7. ) III inoIIIIIIIII IF 140T M 12 SaonSuite 900 EASURE 1" DRAWN MLH C 4 . ••.; 1 ' '''11 ;. - I 7 = V --=___ Engineers/ Nanners ,.s 1 M si;. - lm, PHONE 503-225-9010 0- : . IMPROVEMENTS AND MI 11.1 THEN DRAWING IS NOT TO SCALE CHECKED Portland, Oregon 97204 FA1 503-225-9022 7 I G A R D TRANSFER PUMP STATION 42 of 86 3 NO DATE BY REVISION RENEWS 9-30-11 -PROJECT NO.: 08-0985.212 SCALE: AS SHOWN DATE: NOVEMBER 2009 ■ r , , 40-4 PIPING SCHEDULE: 01 24" STL SPL STAIRS SHOP WELDED 6" PERT PIPE, 0 24" x14" STL TEE, FLG OUTLET 90 VERT BEND (ABOVE) � JT, TYP TO EXIST P E E S . j k , ` 0 @ 0 13 - . ® CI . o . E L T 3 OF PIPE 03 24 "x 16" STL TEE, FLG OUTLET 13 1 I L ° •° ° ° d a— ° ° 4 d e d 40 14" BFV, FLG W /GEARED 2" OPERATING NUT -. ad ° ° .. . u d a^ d .° ° 4 ° . ° .° p ° ° d° ° n ° ° < a° .. ° i N ' ® I , SEE DET L. M -8 ' (� O PRESSURE GAUGE (TYP) SEE DET 3, SHT M -9 a - I DI ' C I ° Y R � . (1111 I I8 "STL I I 4 e iv O D IP NSUL ANTLING FLG JT JOINT, SIZE SHT TO MATCH CONNECTING 8'Dl /11111111 I� ®12" PUMP CONTROL VALVE, SEE SPECS I ONIIIIIIIMIIIIIIIMMIPIIIPOMIIMMEMENElk �' a �I . ® 12" BFV, FLG w/ GEARED OPERATING HANDWHEEL ♦ I Y� t � _ ° _ o 0 — 14 0 0 (iD III CD 0 10 16" STL SPL, WELDED ® 14 • • • 1 n . ® 16" BFV, FLG W /GEARED 2" OPERATING NUT O A 22 Q ?^ 22 O 1 ® ® ^ 22 ® /!■ 2 2 ® I , ao O ,to d 141� 8 0 0 0 1 © VERTICAL TURBINE PUMP, SEE SPECS o . © ° o o O O • o o O p ° o o QO • a0 ,o © � 0 o •0 1 0 ■0 0° 14 17 0 0 • 0°° I ° Will 13 18" STL SPL, FLG I 74- i 7-, . L :. t 3 : • E • G' 7 ® C- • L ' i a ° °. LRNE I(Y SECTION N 14 6" GV, FLG • 0 ° • 0 ° Q S EE Q - M. © 0 I © 6" PRESSURE RELIEF AND SURGE ANTICIPATOR e l 6' I gft NOTE I / '►�1 �. \ i � e I VALVE, SEE SPECS ° • (T YP 1 `/ ■ • 1 ) \ \ / i a ++ I 0 1 : o • ■ 0 • 1 ) • _ _ � P -7 3' i . -- (° o -- � 0 0 1- - . {. 1 ° @ 24" WELDED STL CAP u.„ — = — _ —= E— _i := - - -� ® 17 6" STL SPL, FLG - -- — _I_ 0 _1_ I�� �j�� -t I _ I lum al, e� STL FLf2 GRATING SYSTEM —. ij I iiii 0 mil u ∎. o f a 11f■■a1 © 1�■■ii 1 1t■■�i —: e SEE STRUCTURAL SHTS 18 24" DISMANTLING JT . .r rn _ �:.�:1 - lJ I.::n 1.%:., ��x `i/� lii:a 4- ; IiG.a I O� 1.1 ..1 . . '� — 0 ® GTa n 11 \_— ® ® © 0 6" STL FLG OUTLET BRANCH, WELDED co 0 I 2S : LENGTH AS REQ'D m l IIII1 FLOW N ils —1 r 1 OiI 24 "STL' M __ :— L �0 a t i FROM VAULT LE v o C I -ep c ® I6 " I2 " TEE, G �-- ? -- rM A_, I � — �� " 22 4" FLR DRAIN, JR SMITH MODEL 2490, OR APPVD d EQUAL, ROUTE 4" ABS TO PIPE CHASE, 2% SLP N d a ,.... - gf — aligaiiiiiiii ., ., ema�� O I WELDED 'STL CAP © 0 © 0 © O 0 ID11111 ® 0 0 ® 0 io INLET HEADER 24 6" 90 BEND, FLG " PERF PIPE, PIPE SUPPORT STANDON MODEL S96 FLG CRADLE ' 6 25 ' 2% SLP ALL PIPE CHASE 6' 6' 5' 6' 6 9' 3" E 'II AROUND BLDG, SEE O SEE SHT M -.2 5" DIA OPENING IN 26 12 "x18' STL TEE. FLG BRANCH N OTES: NOTE 1 B ASEMENT FLOOR PLAN 0 GRATE TO ACCESS a VALVE NUT, TYP SEE 18" WELDED STL CAP N SCALE: � I' -0° 27 DET 3, SHT M -9 I. NOTCH GRATING TO PROVIDE I " MINIMUM TOI I)¢" 28 16" DISMANTLING JT o MAXIMUM CLEARANCE IN WAY OF ALL PIPING. INSTALL . 7 FLAT BAR BANDING AT NOTCHES AND SUBSEQUENTLY 29 IS" DISMANTLING JT m RESTORE GALVANIZED COATING USING A BRUSH o APPLIED GALVANIZING REPAIR PAINT. 30 {NOT USED) ALL VAULT PIPING, VALVES AND FITTINGS TO BE PUMP ROOM—MAJOR E Q U I P M E N T LIST O " RESTRAINED. 31 PRESSURE TRANSMITTER, SEE SPECS ° PUMPS SERVICE TYPE SIZE COMMENTS 6 3. PROVIDE HAND HOLE COVERS OVER VALVES UNDER 32 WALL- MOUNTED FIRE EXTINGUISHER, SEE SPECS GRATING SYSTEM. SEE DETAIL 7 SHEET M -9. o P -I, P -2, P -3 POTABLE WATER VERTICAL TURBINE PUMP 200 HP DUTY PT I - 1,650 GPM ® 295 -FT TDH, 1800 RPM MAX 33 SUMP PUMP, PUMP P -7, SEE SPECS. INSTALL 24" ;o 4. GRATING SYSTEM. SECTIONS.. SHALL BE 6' -3" LONG DIA X 18" DEEP SUMP. PROVIDE 2" UNION AND z AND UP TO 3.7' WIDE OR NOT TO EXCEED 100 LBS BV DUTY PT 2 1,900 GPM 0 TDH, 1800 RPM MAX a EACH. 34 PIPE WALL PENETRATION, SEE DET 2, SHT M -8 E 5. ALL PIPING IN PUMP STATION TO BE PAINTED P -4, P -5, P -6 POTABLE WATER VERTICAL TURBINE PUMP 75 HP DUTY PT I - 1,950 GPM 0 98 -FT TDH, 1800 RPM MAX 35 PUMP BASE, SEE DET I, SHT M-9 . STEEL UNLESS OTHERWISE NOTED. - 0 1 6. SLOPE PIPE CHASE FLOOR TO SUMP PUMP. DUTY PT 2 - 2,200 GPM 0 85-FT TDH, 1800 RPM MAX 36 18" BASE, 90 DEG BEND, FLG 0 7. ALL STEEL FLANGES IN PUMP STATION TO BE CLASS P -7 FLOOR DRAIN SUBMERSIBLE SUMP PUMP I HP 60 GPM ® 40 -FT TDH 37 16" BASE, 90 DEG BEND, FLG N E. 3. CONTRACTOR TO PROV i DE WELD 0 LETS S AS n 2" CON 40 'TI P I PF THR ft ROUTE THROUGH u GRATE OPEN I NG. a NECESSARY FOR TESTING, FLUSHING, AND r ,, DISINFECTION. Co , Smith &Associates NOTICE _ SHEET A - N O 1 DESIGNED . D c �t� __ Murray, , Inc, CITY OF TIGARD PUMP STATION tn MLM .** _ - LW: _ •1 y ,,„„� z ° ° , I PA En i neers /Planners 1 O MG RESERVOIR BASEMENT FLOOR PLAN M-3 U • IF THIS BAR DOES atisa0 ' N. - IMPROVEMENTS AND NOT MEASURE 1 MLH _ TRANSFER PUMP STATION w � • °� - _ ? l2l S . A . Salmon, Stile 900 PIIONB 503 225 9010 t;) THEN NOT DRAWING TO SCALES CHECKED 9 r lH F Wc ` N'p - —. Portland, Oregon 97204 FAX 503- 225 -9022 T 1 GAR D - R€'rinas a -so -tl 43 of Sb NO. DATE BY REVISION PROJE07 N0. DB- D989.21.2 SCALE: AS S HOWN DATE: NOYEMBEt2 2008 KEY NOTES: 0 50' -8" t�t PLACE 1 "xl 4" N CUSTOM SIGN OR APPROVED EQUAL ON WALL. AT f AC}i SIGN J - AND — L TO J6" THICK ALUMINUM PATE HATCH AND ATTACH SETO ALUMINUM PLATE TO ♦ I i L WALL. SIGN SHALL BE YELLOW H - h BACKGROUND AND READ AS FOLLOWS: LJJ PROPOSED MCC (5TAIRS) r.' VWt!JTII C - . . i . 4'x6' ACCESS HARD HAT 0 CONC FLOOR HATCH, TYP OF 6, SEE AREA BELOW s -1;17-'-- r'-''''-'-1-717-71- •- q r . r x SPECS FOR FALL �, F „. TY , �. PREVENTION SYSTEM CONTROL PANEL CMU BLOCK WALL . .. c` 4- ABOVE GRADE Z.r r - ., I EXHAUST DUCTING BELOW - 1 r — 1 r -- I r — i r - r - -- - --I r —I I 1 `I r ,. . t r — V O ,v I)¢” TIGARD GARD WATER :' y4 n d SERVICE, SEE SHT _ { � n : + z C >'1 • 0 • i ' I L J L J L J L___ __J L J L J L I VENTILATION LEGEND � `.I I FLR PENETRATIONS 5 I FLR PENETRATIONS 72 "x48" 4'x4' ACCESS HATCH SUPPLY INTAKE DUCTING _ 1 41 -:' ' BELOW ti _ I' k I-- t 1 .- 1 t,. :;$ } ' : y _.C.-.7-'- 'TT r R-- - -7 EXHAUST i E $ 4 'I F r a - - ��_ 1 1 1 I _ 1 11 I I II I • ' >, '' .a-..., f- - E_ -- J - -- . I- - J a r ` ' h• ' :' .,.• INTAKE DUCTING C _ - .11 I I L -- I �- - -- \ _ BELOW . ___Z t r VFP' 48 "x48" 72 "x48" INTAKE INTAKE 48 "x48" EXHAUST LOUVER LOUVER 1 6'W DOUBLE DOOR LOUVERS N INTAKE DUCTING TYP TO BROUNDFLOOR UNION BELOW ( PRV PRESS GAUGE CHLORINATOR 1 " CO BV (TYP • • 1 MA I N FLOOR PLAN _• 1 ,� .. • r SCALE: %"-= I' -O" 1 a o STRAINER ` .t TQ PUMP �� ROOM II S c ¢ GLOBE VALVE, NC a -a FUNNEL W/23(' AIR ▪ �' a GAP, I" DRAIN LINE a ;� TO .FAD (TYP OF 2) ` e q N9TE: v u o FLR I. ALL PIPING le COPPER PIPE. u 0 N V I) COP FROM SERVICE, I PW MAN I FOLD N, SCALE: NTS l - ) 'w . \� N NOTICE DAM R� PROFF E DESIGNED � �F ...o1Na...''% - — - Murray Smith &Associates Inc. CITY OF TIGARD SHEET " w D MLM 19190 — = _ 5 7 _=E I " ' I 10 MG RESERVO PUMP STATION DRAWN e, � d = E ngineers /Pane _ IMPRO V EMENTS AND MAIN FLOOR ALAN IF THIS BAR DOES NOT MEASURE 1" MLH - - 121 S � , ' A. S a l mon, S u i te 900 PRON 505-225-9010 CHECKED ' , is. o +• TRANSFER PUMP STATION ti0. DATE $Y NOT TO SCALE h£yq L. H\ Portland, Oregon 97204 FAX 509 -225 -9022 TIGARD ;. " } EVISIOAI - RENEWS 6 -30 -II PROJECT NO.: D8- '0985.212. SCALE: AS SHOWN DATE: NOVEMBER 2009 44 of 86 1 _ c 48 "x72" FLOOR _. H ATCH ( TYP) _ 11 d . FLR EL= 470.75 '� ., • \ . ° • "` E S EXF•1AUST'II, e ; .4...„.,[4...i;:;'14, a • d' Q h PS-5 , hi::-:5;".:;.t.4:71.. • • n t f ' ° FT EL =466.0 ° i u . • t EXHAUST III ,- 1 v Q e ' S - -- —��— . rec. °! a J, uiG ?!' Iiii -i PACTED BACKFILL + _: r .r. r „ _ Yvl �f�r R . • 4 . . • 28 ' ° EXHAUST • • . DUCTS, SEE x . ! • SHT M -7 < V`s n J ° - . v GRANULAR BACKFILL 2 "- + TYP, SEE GEOTECHNICAL - REPORT FOR BACKFILL 1 " ' o REQUIREMENTS ° d 0 I'3 PROVI PI PE BRACING AT ° FLGS, SEE DET 5 SHT M -8 'ikl . ' ' , 1 i I r ... cEOTEXTILE FABRIC, VENTlLAT1ON LEGEND t INTAKE DUCTS II AND tII, MI RAF I 140N OR APPVD EQ • SUPPLY \11 • SEE SHT M -7 I • ,; � 'e I EXHAUST • iAR 6” PERF HDPE PIPE 6" PERF PIPE °' 1I1 .� NOTFS: DRAIN . lk le-3/4" CR a 0 l 9 I I. SEE SHEET M -3 FOR PIPING SCHEDULE a i ° aii T � "' 2. VERIFY PUMP COLUMN LE WITH PUMP SUBMITTAL mi III : !` I `e 4 v' " -.i,�, PERF PIPE, r' .� _ , , � ! U I `,� a FLR EL b = 437.5 ROX I E EL= 436.66 nt; - ° . ...,.......e..� ;R; SHT C -5 FOR HIGH . ,e' w / ° - '°te w LOW PTS ' x'�� ° _ .° - :a. ° . ° . • • ° • •� 6 PERF PIPE,. 1 EL= 436.12,. 33 '.� _ d . d s F` bh , SEE SHT C -5 FOR HIGH AND LOW PTS 'e II I II O: s . 4 .. . ° • ° e . • EL =435,0 . .�, II /till VII ° O o u. ' V it ' _ e - •e o EL =433.0 ., ° 1 a p'a - ° - • - .• e.W ° ° q ° - ° ® .., _ 1 • ° I a L' : el y . : 4 - -. Y ° a ° I d I a ° • " ° d I ° GRANULAR DRAIN BACKF ILL 114" -3/4" CR t :.G .� r �� 3 e. , y `C hfz , ' v� ' Y . C .> 1 . ��`yy �- - I, , s � _ L7lft'' ! 1, ifl. i C _"(..? ..$ _ _ 1112 ?. �.MAtt . ' •_ I CONCRETE BASE PADS, • " SEE DET 4, SHT M -8 FOUNDAT ION BASE * ' _41,i r 2 " -0" CR, 6" THK MI { xl9 ��' C[-(`T.l_F>N1 /--.-\ SCALE: A I I I' Y , SCALEE: : ° /B "= I " -0" M -3 I I { NONCE MGM v �`�9 9 �f f = MUCra Smith & Associates,Inc. SHEET DESIGNED ,,c /t - 9 — CITY OF TIG ARD —� 10 MG RESERVOIR PUMP STATION SECTION VIEW M-5 N „ ' j = Eng /Planners _ I AND oior ` DOES MLH 4'° 6 .. i-a 121 S.A. Salmon, Site 900 PH 503- 225 -9010 TRANSFER PUMP STATION NOT TO CHECKED *qr ryEty L. H\� Portland, Oregon 97204 FAX 503 - 225 -9022 T I GARD Y REVISION RENEWS 6 -30 -11 ' 45 of 86 PROJECT NO.: 08- 0985.2.2 SCALE: AS SHOWN'i DATE: NOVEMBER 2009" 50'-8" 40 MAIN PROVIDE FLOO B Y H A VAC T W SO -S EQUENCE PEED EXH OF AUST OPERATION FAN F -I, VENT 1. AT ION LEGEND VENTILATION IN THIS ROOM WILL BE SUPPLY - , AND MOTORIZED INTAKE LOUVERS L -I AND CONTROLLED BY A ROOM THERMASTAT. EXHAUST 1:: • 1. '.: :: ' t — PROPOSED MCC DURING NORMAL OPERATION, THE FAN SHALL DO VN f/ 7 START AND RUN CONTINUOUSLY AT LOW SPEED .: (STAIRS) _ WHEN THE ROOM TEMPERATURE RISES ABOVE 76 I DEG F AND STOP WHEN THE TEMPERATURE WH I DROPS BELOW 70 DEC F. D -4 THE FAN WILL OPERATE AT HIGH SPEED WHEN -r'.. -,--, _ --- " - `_p 't rr �°• fi�• - r . . THE DEC t . 0 A ex < 1 4 fii4r� CONC FLOOR TEMPERATURE DROPS BELOW 73 DEC F. ` r. 5: C , , . VXI-(A• T dI & 3.IF: I ✓ 2:';40........ 1 L s i O4 r ' 4 , 1A 4 1 . F } S,_I:1 x tr , i EXHAUST DUCTING BELOW I ' ' 1 r ' 7 r —1 r 7 r 7 I 7 I 7 1 I I 1 M _` 1 DS -f N I-- ° ° sa L J L J L J L J L J L J L J n ' 0 -1 DS -2 D -3 D -7, (90 ELBOW DOWN W/ i TURNING VANES), TYP OF 4 INTAKE DUCT CMU BLOCK WALL BELOW ABOVE GRADE \ / - -- _ D -2 I 1 [— —"a x�z 2 =a x: ° 30 "x30" DUCT ,L, .k-, :41 , J Z A x 1_12. rip.; 0 ''� 1 '; F ., 71 THROUGH FLR, __ r ; }- ,I , - —_ r TYP OF 4 — + I +-I • VI 11 t t ' ;1 IA >� .. i s _, �•' �: 'rtt>''t , —I I I I - t I T i Ir - - _'1 ( • F. b : F . `I__ —� fir 1__ I I I I I I II 1. , II 1 i s k D -1 - v NOTE: SEE SECTION A SHT M -7 FOR BASEMENT HVAC SECTION AND HVAC SCHEDULE. • EX1lAUS7 I EXHAU L -6 L-3 . L - S II EXHAUST III INTAKE II INTAKE - L- I 41 . III I NTAKE I 41 -811 L0' -8" 1' -4 4 _ - 2 - 41 4' 2' 4' 11 MAIN FLOOR PLAN • SCALE: %° =1' -0" L r I — T - - INTAKE I 5 EXHAUST I't 4 1 I I 10 I- I > I I DS -2 1 D -3 1 D -2 I F- I 6'Wx7'H DOUBLE DOOR I 48 "x48" INTAKE LOUVER, �I 4 -I I D -2 D -2 DS- I D - --- —I— J_ —�� I I r TYP N N I I • mmailmommo 1 Y * -T-- -- �, . . .F D -6, TYP OF 4 ,, I I ` D-1 X r, f)-7, TYP OF 4 mminmomommim I p I. D i M -x � • ■ tal ■on. N ava ` - - -- CONTROL • I j EXHAUST II, 1EXHAUST III / 11 INTAKE II / 1 INTAKE III / 1 ` 11 PANEL I / 0 o l \ U I / 1 I / 48 "x48" EXHAUST 1 1 / I.‘ 1 I / I I LOUVER, TYP 1 / I I 1 ■ I d* I NTAKE I • 1 -1 1 1 .. 1 .1 1 1 k r. ..N i I I I I I I I I I ' 1 1 L SECT • • P I �� I 1 30 "x30" EXHAUST DUCT, TYP ..1.____,/,_._,L _o 1 30 "x30 INTAKE DUCT, TYP �`i �TEOT I ON CO • SCALE:" = I' -0" SECTION bt . ..... _ . SCALE: '" = 1' -0 e NOTICE MLM MOPE E iiiir. D 'T -1 DESIGNE �� a �� 1N gg • , _ = ---7. _ MurraySmith &Associate Inc CITY OF TIGARD -SHEET 19195 MLM _ �;� = I �� 1 O MG RESERVOIR DRAWN _ _ = s Eng /Planner MAIN FLOOR HVAC . E 1" .:.. _ IMPROVEMENTS AND . I�/I -a-.0 - IF THIS BAR NOT MEASURE Y MLH �. DqT km a SGJLLES CHECKED 9, r -a b. ' �-, _ — = - = 121 S.1l, salmon, Suite 900 PHONE 503 - 225 - 9010 TRANSFER PUMP STATION E 8Y 'REVISION Portland, Oregon 97204 TO M-225-9022 T I GIRD. RENEWS 6-30-11 .PROJECT NO :: -D8- 0985.212 SCALE: -AS SHOWN -DAM NOVEMBER 2009- 46 of 86 ig _ i _ HVAC SCHEDULE ow i - INTAKE II INTAKE III -- TAG NO. LOCATION/ DIMENSIONS CAPACITY COMMENTS RUSKIN ACL845 INLINE -- jE DESCRIPTION Mbh. -1 _ c COOK $QNB 225 FIRST FLOOR ° 4 V A. . rN' \ ° a c. : 44 A c ° . Y a - tl 4 ° ° A �� G, E E EAN, 2.5 D E ' ° c " _ \o ` • , ° f F- I EXHAUST FAN W/ 37 "Dx33.5 "SQ 6000 CFM ®I .0 W 65 SONES MAX HP, OR EQ; �` pp 4 _ a v d ° A INLET GUARD ° may. F ; \ •,, ° 1lt�'� EXHAUST II ,TWO-SPEED DR.. id 5 \\ { t UH -2 0 e 0 0°0, A ° IDE INTAKE ° COOK SQNB 195 4 c �, v ®p. 6z ®.o BASEMENT INTAKE 4000 CFM 0 WG; BELT DR f AN N --- _ . , . \ ,� ,``\� • . " F -2/F -3 FAN 32 "Dx30 SQ 40 SORES MAX IN1 1N£ FAN, ° A ° r �� ` ` I HP, OR EQ I6 "p l \., \.- EXHAUST III 6 • ° � j } D - . `� � , D-5 DS -4 4 COOK SQNB 195 " . " y N- . -� ` ` - — 1 F -4 f -5 BASEMENT EXHAUST 4Q00 CFM O O S WG; 4 ' _ I SIDE INTAKE I BELT DRIVEN 'T "^�'� " ` ` a . . / 40 SONES MAX ° ( Q . 4 -- - -ate / FAN 'W JNL£T 32 „ flx3e'to i1VtINE FAN, GUARD I HP, OR EQ. - °' - - U —�- - �� D -5 DS -3 D -5 . ° ° . FI RST FLOOR 6000 CFM AT 80.0 \=- D -5 . L- I INTAKE LOUVER W/ 48 "Wx72 "H FPM; FREE AREA = ACCOUST I CAL r \\ MOTORIZED DAMPER 7.5 SF LOUVERS, OR EQ EXHAUST DUCTING r� o� FIRST FLOOR • 6000 CFM AT 800 RUSKIN ACL845 EX HAUST LOUVER a c� t \ ` L -2 y// GRAVITY 48 "Wx72 "H FPM; FREE AREA = ACCOUSTICAL , DS -5 AND DS -6 ' N A DAMPER 7.5 SF LOUVERS, OR EQ 1, „ ° LOCATED ALONG r �,, N. BASEMENT INTAKE EA: 4000 CFM A? RUSKIN ACL845 a WEST BUILDING \ LOUVER W „ —1-_-_-- WALL, SEE M -5 \\ �� _ \ I .. L -3/L -4 MOTORIZED `� Wx48 H 800 FPM; FREE AREA ACCOUST I CAL ° _� ° DAMPER 5.0 SF LOUVERS, OR EQ a f ' - • $ASEMEHT - EXHAUST - EXHAUST •£A. 4000 fl00 •CFM' AT RUSK-1•N ACL845 '' �a \ \ I -4 J L -5 /L -6 LOUVER W/ 48 "Wx48 " 800 FPM; FREE AREA ACCOUST I o __ � � °• ° • . H GRAVITY DAMPER = 5.0 SF LOUVERS, OR R EQ EQ 4 • J N � —_ \ _, 4o - d D -J FIRST FLOOR b4I „ Wx24 „ 6000 CFM AT 1000 z a , EXHAUST DUCT FPM MAX ., P \� UH 5 d0 FIRST FLOOR 6000 CFM AT 1000 m \_ D -2 SIZE AS REQ'D \ _ TRANSITION DUCT FPM MAX .m I \ =� 4 \\ D -S F .FLOOR, 6O50 : CF.M AT JAQO , , ” EXHAUST DUCT 48 Wx24'H FPM MAX m INTAKE II I 1 a F - D INTAKE DUCT FIRST FLOOR 6000 CFM AT 1000 90 DEG TURNING II I1 I I I l•..J _4 48 "Wx24 "H o .. - . 1 rv� �I ,,... FPM MAX VANES 2 : °" , - LJ \ \ I " °0v D -5 AND E EXHAUST DUCT W A EQ'pNGTH 4000 CFM AT 650 FPM .m . LNTAKE III l I w- l I I "i1 1 I .\ ` M.: . . 1 i , 1 •I' 't rte` I •I , ■ ∎ • ?= -3 • BASEMENT - INTAKE • 90 DEG TURNING • I m. L� LJ a° D -g AND EXHAUST DUCT 48 "Wx48'Hx48 "D 4000 CFM AT 650 FPM VANES ;, .i I 1 "' m ' . BASEMENT INTAKE „ ( VENT ON LEGEND — D -7 AND TION EXHAUST D 48 wx4$ H u0 4000 CFM AT 650 FPM IUH -3I - - �° TRANSITION DUCT 30"x30", 42 L I L .. SUPPLY R -4 R -3 " \-R-2 \--R -I -- ...nsa FIRST FLOOR 6000 CFM AT 1000 w ' - 36 Wx24 Hx84 L RUSKIN MLF84, OR DS -I INTAKE DUCT " " " FPM (FACE VELOCITY) EQ . ” m ' °° 41 EXHAUST , ,.: co ' °° •'°a FIRST �FLOOR " FPM _ DS -2 EXHAUST DUCT 48 "Wx24 "Hx84 "L 60 ( CFM AT FACE VELOCITY) RUSKIN MLF84, OR e ` L I - _ _ __._ RH _ — _ _ ____ _ h S ILENCER • Y) EQ ff 16 "STL i ® }} 1 r �\ IIL — e DS- 3/DS -4 BASEMENT INTAKE 30" SQx84 "L 4000 CFM AT 650 FPM ::::: I LJ � I 18 "STI j DUCT SILENCER - ~ - -- W -- _ - - - ' �/ DS- 5/D - S 6 BASEMENT EXHAUST 30" x84 L 4000 AT 650 FPM I � I , - �. DUCT SILENCER EQ ;,°" -.° ` <, i 1 I 1 b I' J I 1 1 I e i J UH- I /UH- 2 /UH -3 UNIT HEATER 3KW - 480V 3 PHASE WALL MOUNTED I ..I "p." °I I . 1 d 1:°I i e a A. ° • ° ° -I I. 4 -° I I.1 ° a i's I II ? I BASEMENT HVAC SEQUENCE OF OPERATION 1 ` I . I° ° 4 1 I t J � 1 'I e I I ! t .. BASEMENT INTAKE 4OKW - 44OV 3 CHROMALOX MODEL !! ��' 4 ° a v UH- 4 /UH -5 DUCT HEATER PHASE. CAB-4011, OR EQ a 4 - 1 ° ' , 1 a. i lSA. 1' 1 VENTILATION I N THIS ROOM WILL BE PROVIDED BY INTAKE FANS r - } ' z - 4 I • --.1 a T a • y I - I . ° • . I � _ 4 1°. ° • ° • °° 1 6 d` 4 . i 4 I I I ~ a . °' " RH- I DEHUMIDIFIER 880W I I OV EBAC CD60, OR EQ F -2, F -3, EXHAUST FANS F -4, F -5, MOTORIZED INTAKE LOUVERS 1 • I ° 1 • II ° .1 I ;1 a ...-'-1Z" L -3, L -4 AND COTROLLED BY A PROGRAMABLE LEAD -LAG a .+ h °' p ° 4j A I Y I ° ' • CONTROLLER- 1 0.1 a • e I I .1 .. GR- I LLE AND REG I STER SCHEDULE - DURING NORMAL OPERATION, A SINGLE LEAD FAN WILL OPERATE d ° ° I J ° I i I 1 ° ' ° ° TAG FLOW, CM FREE AREA, SF VELOCITY, FPM DESCRIPTION i , , CONTINUOUSLY. THE PROGRAMABLE LEAD -LAG CONTROLLER WILL ° . ° n . ' - ° t 4. , ° o- R . a 4 _ 1 I ° I I I - A A NORTHWEST, 45 DEG ? ROTATE THE ACTIVE LEAD FAN BASED ON RUN HOURS. THE LAG FAN . I I I a I I I -I 1400 1.40 .800 -.1000 DOWN 4 SHALL START AND RUN CONTINUOUSLY WHEN THE ROOM TEMPERATURE ° 1 A I I` ° ^. ° I r . ° ° _ RISES ABOVE 80 DEG F AND STOP WHEN ' THE TEMPERATURE DROPS } _� ° d I �'-- .. a • / I I . ) I A ' I /-•.: j 1°' ° ° . R -2 1400 1.40 BOO - 1 000 NORTHWEST, 45 DEG .'° • • A ' ' DOWN BELOW 76 DEG F. _, a° Q _ - -J a ' R_3 NORTHWEST, 45 DEG ° d: ° °. ° ° e 6 00 OM 800 -4400 DOWN 0 LOCATE THERMOSTAT NEAR CENTER OF ROOM, APPROXIMATELY 5 FT ° ' ° ° ° • °<° " ° R NORTHWEST, 45 DEG ABOVE FINISHED FLOOR a 600 0.60 800 -1000 DOWN h j a SEC I '7-• I ON HORIZONTAL, 15 SCALE: % " =1' -0" G 6000 AS REQ'D 600 -1000 DEG TOWARD 111111.11. ELECTRICAL PANELS • NOTICE MLM ■ ° DESIGNED MLM '01T471' 9 4 _ = _ = - = _ Murray,Snllth &Associates,In CITY OF TIGARD 511> T _ '' 1 MG RESERVOIR BA SEMENT HVAC SECTION IF THIS BAR DOES > 1 ..,. = 0 e _ r npp1neers /P : _ __ NOT MEASURE 1" MLH 4- f b IMP ROVEMENTS AND — j THEN DRAWING IS 9l = = 121 S Salmon, sit 900 PHONE 503-225-9010 TRANSFER PUMP STATION ,..... DATE NOT TO SCALE CHECKED ry(W L. 0 B Portland, Oregon 97204 FAX 503- 225-9022 TIGARD 8Y � ReASION RENEWS 30-11 47 OF 86 PROJECT NO:: Wu- DM:212 SCALE: AS SHOWN OATS: NOVEMBER 2['109 • 3" MATCH PIPE 4" l OD + % — SEE DET 4, THIS SHT #3 ® 12" O.C. 7 #3 0 18" O.C. A � CHAMF, INSUL PYROX SLV (LENGTH PRE —CAST CONC 3 REdD TO I'/16" LESS THAN WALL OR CMUWALL I # BARS x LE TYP AS REQ'D I N ' STL SPACE NNULAR 3/4" CHAMFER (TYP) �— _J� { LAYE / INS WASHER DIM BETWEEN 60 � �, 2 RS 30# BLDG FELT SECURE TO PIPE • S) LINK SEAL, W /RUBBER 3 r S 2 „ PAD HEIGHT z �., / INSUL WASHER SIZE AS *SEALANT FOR 3" • AS RE D I �„ 1 I I " MIN NON— SHRINK GROUT - \ � � I - REO D WTRT JT o . Q . _ #4 BARS x LENGTH AS R CLR " Ell II • / / / / /// �� a w A °° 4� 4 a °, #5 ®9 OC VERT EF AS REQ'D IL # EQ D '�' � 1� I LATER I OR i EXTER I OR o o � i�" ° t>o ` • . o I %2" CLR . �' 15 STL WASHER a I/2" PARABOLT AHR c 4 F H CORE DRILL OR SLAB ON GRADE OR ROUGH SURFACE I _ pRFORMED SUSPENDED CAB CONSTRUCTION JOINT NOTE: PENETRATION THICKNESS VARIES " " # ®18 O.C. FOR FLOO 2 CLR EMBED ` "\ � PAD HEIGHTS OVER 6" SLAB DRILL CONC SLAB & I. SEAL ALL WALL PIPE PENETRATIONS WITH LINK 3 —#5 BARS ®4' DEEP AS SHOWN. SEAL TYPE SEAL UNLESS OThIERWlSE NOTED. FOR SET W /EPDXY ANCHOR ADHESIVE INSUL GASKET PIPE SIZES TOO SMALL FOR LINK SEALS, SEAL NOTE: PIPE SUPPORTS ARE 8" LONG, TYP, W /EPDXY SEALANT. r INSULATING FLANGED JO 1 NT 0 WALL PENETRATION 4110 EQUIPMENT PAD CONCRETE P 1 PE SUPPORT 0 - SCALE: I /2 "= I' -0" SCALE: NTS SCALE: NTS SCALE: NTS O • ` ?. 3 a T 4 o II C • I 1 ACTUATOR N CARRIER PIPE co ANV It V —BOLT I • ! ° FIG 137 OR EQUAL ATTACHMENT W EPDXY BRACKET ° .. e • a °° ° ° ' ° W /WASHERS & NUTS / MOUNTING • • r • 5 � l . ° .. ' r ' ' ° • • . ° • ' ' . . I ANCHOR BOLTS, / SIZE AND SEE NOTE 2 'd ° I tI t < DEPTH OF BOLTS PER MFR `' f s 1 • n ^. < ° • .. ° - RECOMMENDATIONS N \ AI I \ — WALL N „� ANCHOR W/ .4. EMI HLTI HI I50 \ \ 4 2 $ STEM OR wiAL "0 BOLT i \ I (TYP OF 3) CONNECTION ■ ■ i N 3 ` -4 m (TYP) I ANVIL PIPE SUPPORT o � ; - p j FIG 199 OR EQUAL L 3 "x3 "x Y" (TYP) i BACKER PLATE °' TYPICAL BUTTERFLY VALVE W/ ACTUATOR N , 0\ 0 NOTES: a CONNECT ANGLE TO FLG NOTE: a W /FLG BOLT I. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ° AL LLOW A ING NENTS TATION.OT DIPPED GALVANIZED 2. MOUNTING BRACKET FABRICATED BY VALVE ACTUATOR a SUPPLIER PRIOR TO INSTALLATION. • -0 PIPE BRACE HORIZONTAL PIPE SUPPORT GI ° SCALE NTS SCALE: NTS VALVE ACTUATOR DETA I L N SCALE: NTS • c . . u £ V w I .. % o S CE DAM ' DESIGNED S 4,1' P �� /p _ �g _ raySmith &Associates Inc. CITY OF TIGARD SHEET in 1G2mizzI MLM 18195 _ w! B �: = 1 1 " 1 O MG RESERVOIR IF THIS BAR DOES DRAWN , ^ 5 _ F = .- _ �inglneQ / ' n$ ; MECHANICAL DETAILS - 1 co NOT MEASURE 1" RAW 4- � % — E C — IMPROVEMENTS AND M —� co o NOT TO SCALES CHECKED 9rry i ‘% H\ - � a s _= 121 Si Salmon, Suite 900 PHONE 503425-9010 TRANSFER PUMP STATION 6 NO. DAVE BY REVISttNV Portland, Otedoo 97204 FAX 505 225 -9x12 TIGARD RENEws 8 -30 -n I AT 48 of gg PROJECT NO.: 08- 0985.212 ['SCALE AS SHOWN O - S: NOVEMBER 2009 I „ NOTES: HEX HEAD BOLT 2" OC I . FURNISH AND TN'S BRASS 'OR W/ LOCK WASHER, 5 " 0.1.A. 5T1 . R X Y. THICK_ �a D I A HOLES 3 / a" COP MECH COPPER, FITTINGS, PIPING AND LENGTH AS REQ'D TYP OF 2 SEAL AIR VALVING AS REQUIRED TO PROVIDE PUMP DISCHARGE 4411111111, . RELEASE.. AIR RELEASE AND DRAIN AS -HEAD W/ FLG � PUMP DISCHARGE SHOWN. TYPICAL EACH PUMP, 7/8" • MIN GALV s ∎ • 3'4" COP DRAIN HEAD ANCHOR BOLT W/ HEX g . FROM MECHANICAL 2. ROUTE AIR RELEASE AND DRAIN (4- REQ'D). LENGTH & - SEAL .. / —h" COP PUMPHEAD PIPING TO FLOOR DRAIN. HOLD = EMBED PER MFR AIR RELEASE OUTLET PIPING 4" OFF FLOOR. IR1 ° REQUIREMENTS • tt r PUMP DISCHARGE `�`�` °` 4" OD STL PIPE, A" THICK %'I COP D 1 g COLUMN 3. IF F CONTRACTOR SELECTS TO %00��!/�� /ion % �=% �� .fa CONSTRUCT •PUMP BASE `�`r, •d' a NOTF: COVER TO BE HOT DIP GALV. DISCHARGE FLANGE - MONOLITHICALLY WITH CONCRETE PUMP CAN �� - -- -i FLOOR AS SHOWN ON SECTIONS, MOUNTING ' ■ INSTALL REBAR DOWELS SIMILAR PLATE , . HAND HOLE COVER • —, I © S SHOWN. ` a 4 SCALE NTS (.1) 11 ` t, ' { m O C b I . . ' . ' 3- 4 X cn Iv - . •14•a'I:' ;.I.. 7•F'•':'. AS REQ'D \ d ' W. ,.. - •, .• y. , , .1.• 1 . , . • , Q u 0 0 ACCESS a TYP •:. 1 I.: HATCH � J .. • F , s--#.5 DOWELS s . a '..`.1 *-A. :' EMBED 4" S FN CONC PUMP CAN z F . y .•• _ FLR W /EPDXY - • L .� ,' t ` •;: 4 M I N I Y i SEE NOTE 3 ANCHOR ADHESIVE, 111111111111===M 111111111111===M iii i f., . ■' � ` A 1 STANDARD PUMP BARREL BASE F.... r PUMP CAN • SCALE: NTS 0 s S Q PUMP BASE= "A " +12" MIN mo in a 0 PUMP BASE • S I_ CALE: NTS on 0 0 Q 0 ildll N \ 12" SCHED 40 n 4" D I A PRESS GAUGE, I� - SEE NOTE 3. (4) 3 SST EXPANSI0 PVC PIPE m AHR'S, LOCK WASHERS & MIN IN IN I h " SST BV (NO) NUTS, TYP. SU 1 TABLE Il ____F 1-1 FOR DESIRED LOAD v . ,K" ID SST PIPE CONDITIONS tin L izio SST SNUBBER NIPPLE, TYP . , . CONC SLAB ' o ( / h SST TEE N 1.110:41111 / O' "' CONC ROD ATTACHMENT PLATE, MATER I AL LIST NOTES: FI APPVD EQ C ° m Q' GALV STL 90 ,FLG Lc) o X" SST BV (NC) ` I. $LOWER AND. TO OPEftATf W /INSECT SCREEN �!/ ADJUSTABLE CLEV I S WHEN HATCH OVER LADDER I S OPEN. DRIP LEG FOR CI PIPE, ANVIL 'lo' MIN IX" THREADED PROVIDE MANUAL OVERRIDE FOR O 12" GALV STL 90 ° , FLG o SUCTION/ PUMP. DISCHARGE. INTERNATIONAL, INC ROD BLOWER AND LIGHT. u ��' � P 1 PE OR DISCHARGE HEAD FIG. N0. 590 OR n i 2. PLACE 2'x2' SETON CUSTOM S I GN OR O3 12" GALV STL SPL APPVD EQ -GKIIII - APPROVED EQUAL ON UNDERSIDE OF ` SEE NOTE I ENTRANCE HATCH OF EACH VAULT O4 12" FLEX CPLG 0 310TE5 C W 1TH BLOWER. ATTACH SIGN TO X • THICK ALUMINUM PLATE AND ATTACH OS SEEP RING, SEE DET _ SHT M c v I. INSTALL GAUGES WITH DRIP LEG AS SHOWN ON X" PIPE SIZE RANGE, ALUMINUM PLATE TO UNDERSIDE OF o. WELD -O -LET, THREAD -O -LET, OR AS SHOWN ON OTHER DETAILS, 4" TO 8" HATCH LEAF. SIGN SHALL BE WHITE Q 12" PVC PIPE BACKGROUND AND READ AS FOLLOWS ' Q 2. ALL PIPE SHALL BE STAINLESS STEEL SCH 40 UNLESS NOTE: WITH RED LETTERING: O 12" DIA REMOTE MOUNT EXHAUST OTHERWISE SHOWN. FAN, FANTECH NO. FGI2xL DELUX 3. SUCTION SIDE PRESSURE GAUGE SHALL HAVE A RANGE 1. ALL MATER IALS•OF CONSTRUCTION SHALL BE WARNING KIT OR APPVD EQUAL FROM 0 PSI TO 40 PSI DISCHARGE SIDE PRESSURE STAINLESS STEEL. PRIOR TO ENTRY REMOVE v GAUGE SHALL HAVE A RANGE FROM 0 PSI TO 150 PSI. CLEANOUT LID, OPEN HATCH AND OPERATE BLOWER PRIOR TO o . ENTRY - MI.N !MUM 15 MINUTES. TYP !GAL PRFsBI IRE GAUGE; T RANSMITTER n PIPE HANGER 0 KALE_ INT3' SCALE: NTS TYP BLOWER DETAIL 0 _.....] E v Li _� AL NTS N NOTICE DAM +� _ - .. _ ...__. .._..-- - ----- - - -.. �— ___.. >_.. - -_.` -- -- - SHEET N. D i DESIGN ♦�'o�,�rir -., _ �, - Murray Smith &Associates, Inc. - CITY OF TIGARD MLM —° L Engiieers/P!aniiers �: — ° 1O MG RESERVOIR MECHANICAL DETAILS — 2 CI IF THIS - DRAWN ,4„r _ • - F oa a 1 M - 9 IMPR O VEMENTS AND In • THEN MEASURE I m "k ',$, "�'/* - a=_e 121 SII. Salmon, Suite 900 PHONE 503 - 225 -9010 TRANSFER PUMP STATION DRAWING NOT TO SCALE - Portland, Oregon 97204 FAX 503 - 225 -9022 TIGARD C N0. DATE BY REVISION – 30 - 11 49 of 86 �'PROilECT NO.: OB- 0965.2f2 SCALE: AS SHOWN DATE: NOVEMBER 2009