Loading...
HomeMy WebLinkAbout6.2-586rim D O A c C o � N A � O � Z v D m v N ° � �y 0 A m 9 z O a a s z O g A z m m m D tea$ $ o • i = D Z Im e� Aso vN0 of NOD olz 0C NA ~ Z N ODA �_ m eZ�^/� yy ui • CIt, ^� O :y • p 13 D CA p m D o a N �w ax O X x o\ OA 0 y A 0 mn ti m z z m N O N C7 � —I m 0 Z _ .z zo mti 0 N ) �z v No oO zx VD 91Z PL z� om O O FINISHED FLOOR SEO, TOP OF CONC m= v r� 0 m � z z m O O ' 0 m RISE mo vc Am a00 �� £z .1010 Zr zm I N i g� = N z v m z Oo zr f no z or p T N A n 0\ ' D Am p m� 8 Cn 06 D Nr y � O z O (v D m �z Z 6 r Z a N N i i N A a o7 + D C m A � s o, m �q mo; "cy s o o \ \ \ ° 9c \ D p £ \ � c � r- Pi�yF O p � D vo N � m 1 I ffil Z _p Z p m D_ v N � O v� v rn W 5�0 Z A O o A C m z v o a O � z _ 0 m 0 � � � z m � O � O o � aA N v O Z � N- M1- I �1 W PLATE OR GRATING N I Z C m Gi \ RISE _-I z O w � m° \ � o p� Z z� 0 p vo —I NA r1o� Q ovz 2 on RE g o m �� C c z ~" m -1Zy D zom V o A m o oI TOP OF N v I u y CONCRETE N y IN f a m ® m \ C/) O X x N Og C) 2 O\ A 0 O \ m N e��Py.y°gg 0 / 0 A 0Z A N w x T Z r " W.0 �g Z0v O v V 1" BEND A\ r z C7 n A D n N L p Z m c/) O D z r � � w o --- o 7 rrl a r 70 0c: Z O D z p „ A zo ) C D _ m —I r- D =� O f _ O � r � r\ D D (A O N mno N x fro N 4 1/2" oA > 1/2" m y CLR N im m + CLR omo 0 O O Z� 22. O� �A N (,a0 COO O R. C v�� C o z r v Or O� O N o D O 0 A p z z D O A A O_ N � R• � m (n D N O n o C) °m Z O O N I \ A TOP OF FLOOR PLATE OR GRATING ? u n1 o>_ tton 0 O Z A � � xz,m Ot DI- ° o o f 2m_O �pym m N� m � o o co >C> m �O b N N NO 9 D m OCV O p OZ ymN > m 2i ° N N N mtf F N dm f z mo c L4 N m O a 0 N lz M1- I �1 W PLATE OR GRATING N I Z C m Gi \ RISE _-I z O w � m° \ � o p� Z z� 0 p vo —I NA r1o� Q ovz 2 on RE g o m �� C c z ~" m -1Zy D zom V o A m o oI TOP OF N v I u y CONCRETE N y IN f a m ® m \ C/) O X x N Og C) 2 O\ A 0 O \ m N e��Py.y°gg 0 / 0 A 0Z A N w x T Z r " W.0 �g Z0v O v V 1" BEND A\ r z C7 n A D n N L p Z m c/) O D z r � � w o --- o 7 rrl a r 70 0c: Z O D z p „ A zo ) C D _ m —I r- D =� O f _ O � r � r\ D D (A O N mno N x fro N 4 1/2" oA > 1/2" m y CLR N im m + CLR omo 0 O O Z� 22. O� �A N (,a0 COO O R. C v�� C o z r v Or O� O N o D O 0 A p z z D O A A O_ N � R• � m (n D N O n o C) °m Z O O N I \ A TOP OF FLOOR PLATE OR GRATING ? u n1 o>_ tton 0 O Z A � � xz,m Ot DI- ° o o f 2m_O �pym m N� m � o o co >C> m �O b N N NO 9 D m OCV O p OZ ymN > m 2i ° N N N mtf F N dm f z mo c L4 N m O a 0 N 1" BEND A\ r z C7 n A D n N L p Z m c/) O D z r � � w o --- o 7 rrl a r 70 0c: Z O D z p „ A zo ) C D _ m —I r- D =� O f _ O � r � r\ D D (A O N mno N x fro N 4 1/2" oA > 1/2" m y CLR N im m + CLR omo 0 O O Z� 22. O� �A N (,a0 COO O R. C v�� C o z r v Or O� O N o D O 0 A p z z D O A A O_ N � R• � m (n D N O n o C) °m Z O O N I \ A TOP OF FLOOR PLATE OR GRATING ? u n1 o>_ tton 0 O Z A � � xz,m Ot DI- ° o o f 2m_O �pym m N� m � o o co >C> m �O b N N NO 9 D m OCV O p OZ ymN > m 2i ° N N N mtf F N dm f z mo c L4 N m O a 0 N o z r v Or O� O N o D O 0 A p z z D O A A O_ N � R• � m (n D N O n o C) °m Z O O N I \ A TOP OF FLOOR PLATE OR GRATING ? u n1 o>_ tton 0 O Z A � � xz,m Ot DI- ° o o f 2m_O �pym m N� m � o o co >C> m �O b N N NO 9 D m OCV O p OZ ymN > m 2i ° N N N mtf F N dm f z mo c L4 N m O a 0 N ELEVATION �1 SCALE: 1/4 " =1' -0" A -2 ELEVATION �4 SCALE: 1/4 " =1' -0" A-2 ELEVAION 1 SCALE: 1/4'= V -0" A -2 FRAME (TYP.): V1 VVV" "DUNN — EDWARDS DEC772 NAVAJO WHITE ", LOW SHEEN ELEVATION SCALE: 1/4 " =1' -0" A -2 GENERAL NOTES: 1. REFER TO DRAWING GA -1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2. REFER TO DRAWING A -1 FOR ADDITIONAL NOTES. CONC. TILE ROOF, TYP. PLASTER PAINT COLOR AT SOFFIT (TYP.): "DUNN— EDWARDS DE6155 SOFT IVORY ", FLAT B" SPLIT —FACE CONC. BLOCK BY "ANGELUS BLOCK CO. COLOR — WARM GRAY ". TYP. NOTE: PAINT COLOR FOR EXPOSED METAL FLASHING AND COPING: "DUNN — EDWARDS DEC795 GRAY PEARL" LOW SHEEN CONC. TILE ROOF, TYP. PLASTER PAINT COLOR AT SOFFIT (TYP.): "DUNN — EDWARDS DE6155 SOFT IVORY ", FLAT 8" SPLIT —FACE CONC. BLOCK BY "ANGELUS BLOCK CO. COLOR — WARM GRAY ", TYP. l e r _ DESIGNED APPROVED r JOB NO. S. PAO SEOARQ SCALE C BAKCB CITY OF BAKERSFIELD, CALIFORNIA l„� til _ o ,... DRAWN �,�'AAAA�` "S'^ � AS SHOWN PARSONS = -+ s�� McCUTCHEN /GOSFORD LIFT STATION P10 DRAWING 1NO. S. PAO SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE v Bor Scale shown below' — o CHECKED a �"' )U A iohoae tonihl- N 100 WEST WALNUT STREET ELECTRICAL BUILDING A -2 a' c scales accorarn PASADENA, CALIFORNIA 9i 124 S. PAO .�, �q a los qy� / 0 08/16/06 DRD ELECTRICAL BUILDING ARCHITECTURAL DATE PAUL SKAGEN, PROJECT MANAGER DATE q�('�. CPL B'® 1• (626) 440 -2000 �A� pN�p EXTERIOR ELEVATIONS SHEET NO. REV. DATE BY DESCRIPTION 08/01/06 OF 1 s i GENERAL NOTES: 1, REFER TO DRAWING GA -1 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 2. REFER TO DRAWING A -1 FOR ADDITIONAL NOTES. 3, ALL DOOR HARDWARE SHALL COMPLY WITH THE LATEST ADA AND 2001CBC ACCESSIBILITY REQUIREMENTS. 4. WEATHER SEAL SHALL BE PROVIDED ® ALL EXTERIOR DOORS. 5, THE HINGE SIDE OF ALL DOOR ROUGH OPENINGS SHALL BE LOCATED 4" FROM THE FACE OF ADJACENT WALL PERPENDICULAR TO THE DOOR, UNLESS NOTED OTHERWISE. ROOM FINISH SCHEDULE NOTES: 1. ALL INTERIOR AND EXTERIOR CMU WALL SURFACE SHALL RECEIVE CLEAR COAT OF WATERPROOFING SEALER. DOOR HARDWARE SCHEDULE 1. ALL SINGLE AND DOUBLE DOORS SHALL BE SUPPLIED WITH THE FOLLOWING HARDWARE: A. MORTISED LATCH AND LOCK SET (MECHANICAL PUSHBUTTON LOCK FROM OUTSIDE, NEVER LOCKED FROM INSIDE) B. WEATHER SEAL ALL AROUND C. RAIN DRIP AND DOOR BOTTOM D. WALL MOUNTED DOOR STOP E. 3 HEAVY DUTY STAINLESS STEEL HINGES EACH LEAF EXTERIOR LIGHTING LINE OF ROOF FIXTURE TYP., REFER OVERHANG ABOVE - - -TO ELECT. DWGS. - F - - -- - ------------------ - - - - -- - - - - -- - - - -� 1 I I t I I I o 30 "X36" ROOF —' HATCH ABOVE 6'(W)X8' -8 "(H) STEEL LADDER, — o C; INSULATED STL. REFER TO o "0 ROLL -UP DOOR ELECTRICAL ROOM STRUCT. DWGS. 703 101 FOR DETAILS FLOOR PLAN �1 SCALE: 1/4'=1'—O" — ._ - Lie_ -T i 1 ,o ,1 -" ft "C, 1 ROOF PLAN SCALE: 1 /4 " =1' -0" — ROOF HATCH ILE ROOF, CONC. BLOCK LOW DESIGNED APPROVED CITY OF BAKERSFIELD, CALIFORNIA S. PAO �yED ARCy�l SCALE �f,BAK FRS, J460151 DRAWN �`', akLY SrAC,� AS SHOWN ■ ' �. �. McCUTCHEN/GOSFORD LIFT STATION P10 DRAWING NO. _ S. PAO SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE �..^Q�FY" Bar Score .hown bell, is O PARSONS U o CHECKED d w. w d NOT6o n ili oI thisis�elie 100 WEST WALNUT STREET A-1 oa. os -31-o� < _ S. PAO d oaj "s! scales umoratngy, PASADENA, CALIFORNIA 91124 - ELECTRICAL BUILDING PLANS SHEET NO. p 08/16/06 RI ARCHITECTURAL DATE PAUL SKAGER, PROJECT MANAGER DATE 9�, OF CA�� o- t• (626) 440 -2000 p „ o iIIFORH\ L REV. DATE DESCRIPTION 08 /01 /06 OF ROOM FINISH SCHEDULE ROOM N0. ROOM NAME WALL FLOOR BASE CEILING 101 ELECTRICAL ROOM WATERPROOFING SEALER CONC. SEALER /HARDENER _ EXPOSED DOOR SCHEDULE DOOR NUMBER DOOR FRAME HARDWARE FIRE RATING DOOR DETAIL REMARKS DOOR SIZE DOOR THICKNESS MATERIAL FINISH MATERIAL FINISH WIDTH HEIGHT 101 3' -0" 7' -0" 1 3/4" HM PAINT HM PAINT SCHEDULE - 1,2/OA -04 102 3' -0" 7' -0" 1 3/4" HM PAINT HM PAINT SCHEDULE - 1,2/OA -04 103 6' -0" 8'-8" - STL PAINT STL PAINT SEE SCHEDULE - 4,6/OA -04 ROOM FINISH SCHEDULE NOTES: 1. ALL INTERIOR AND EXTERIOR CMU WALL SURFACE SHALL RECEIVE CLEAR COAT OF WATERPROOFING SEALER. DOOR HARDWARE SCHEDULE 1. ALL SINGLE AND DOUBLE DOORS SHALL BE SUPPLIED WITH THE FOLLOWING HARDWARE: A. MORTISED LATCH AND LOCK SET (MECHANICAL PUSHBUTTON LOCK FROM OUTSIDE, NEVER LOCKED FROM INSIDE) B. WEATHER SEAL ALL AROUND C. RAIN DRIP AND DOOR BOTTOM D. WALL MOUNTED DOOR STOP E. 3 HEAVY DUTY STAINLESS STEEL HINGES EACH LEAF EXTERIOR LIGHTING LINE OF ROOF FIXTURE TYP., REFER OVERHANG ABOVE - - -TO ELECT. DWGS. - F - - -- - ------------------ - - - - -- - - - - -- - - - -� 1 I I t I I I o 30 "X36" ROOF —' HATCH ABOVE 6'(W)X8' -8 "(H) STEEL LADDER, — o C; INSULATED STL. REFER TO o "0 ROLL -UP DOOR ELECTRICAL ROOM STRUCT. DWGS. 703 101 FOR DETAILS FLOOR PLAN �1 SCALE: 1/4'=1'—O" — ._ - Lie_ -T i 1 ,o ,1 -" ft "C, 1 ROOF PLAN SCALE: 1 /4 " =1' -0" — ROOF HATCH ILE ROOF, CONC. BLOCK LOW DESIGNED APPROVED CITY OF BAKERSFIELD, CALIFORNIA S. PAO �yED ARCy�l SCALE �f,BAK FRS, J460151 DRAWN �`', akLY SrAC,� AS SHOWN ■ ' �. �. McCUTCHEN/GOSFORD LIFT STATION P10 DRAWING NO. _ S. PAO SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE �..^Q�FY" Bar Score .hown bell, is O PARSONS U o CHECKED d w. w d NOT6o n ili oI thisis�elie 100 WEST WALNUT STREET A-1 oa. os -31-o� < _ S. PAO d oaj "s! scales umoratngy, PASADENA, CALIFORNIA 91124 - ELECTRICAL BUILDING PLANS SHEET NO. p 08/16/06 RI ARCHITECTURAL DATE PAUL SKAGER, PROJECT MANAGER DATE 9�, OF CA�� o- t• (626) 440 -2000 p „ o iIIFORH\ L REV. DATE DESCRIPTION 08 /01 /06 OF STE W/ RUBBER GASKET SEE NOTE SECTION A SCALE: NTS - 14' -6" ASTM A -36 PLATE TAR EPDXY COATING SECTION 09800 FOR '.NTERIOR SURFACES. NOTE: 1. MATCH SHAPE & THICKNESS OF SPIGOT RING WITH THE SLEEVE RING IN THE WALL. DETAIL: 60° SEWER PLUG (9 JB SCALE: NTS C-5 1 6" GASKET ROUND PIPE I N10231.25 r 60" RCP E6201.06 I I jl I C I I 1 1 1 STEEL BELL RING � EOS TOE SEE DETAILe EL 0323.21 (TYP) 5 -10 _2:1 EOS SLOPE PLAN @ EL 331.36 SCALE: 1/4" = V - 0" C -2 - NOTE: SEE STRUCTURAL OWGS S -1 & S -2 FOR GENERAL REQUIREMENTS., 60" TRUNK SEWER MANHOLE NO. 1 REVISED (DC -04) SITE CML FINAL JUNCTION BOX NO. 1 & 60" TEE MANHOLE (P -11) DESCRIPTION D v D EOS SLOPE 2:1 e SEE DETAIL #5012 B/F E/W (TYP) 60" FLAP GATE, RODNEY HUNT SERIES FV -AC OR APPROVED EQUAL EL 331.50 EL 323:36 2 - #5 (TYP) t 't EL 323.21 EL 323.86 - o I I INV EL 325.00 �( 60" RCP #5012 ? #5012J (nP) T/B E/W C.J. (TYP) SECTION C SCALE: 1/4" = V - 0" - a ' ESIGNED APPROVED NTA DRAWN TOT 8 (TYP) NTA SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE HECKED MS nATF PAUL SKAGER, PROJECT MANAGER DATE #5012 B/f EL 323.86'''777 E/W (TYP) \ id'm0.11 /0001 PLAN @ EL 323.86 N SECTION D SCALE: 1/4" = 1' - 0" SCALE: 1/4" = I' - 0" - k1 ' 1 _ SCALE of �.1XI ; q AS SHOWN O PARSONS -a• Bar S—l< shown below i o h o .oI erowin If 100 WEST WALNUT STREET U NOT j-t a 1 s�a<c�oraingy�t PASADENA, CALIFORNIA 91124 • �,�Ly 0 " ®r I- (626) 440 -2000 p ANCHOR BOLTS EMBEDMENT PER 2 - #5 MANUFACTURER RECOMMENDED TOT 8 (TYP) I I i I 3 #50 ROUND OPENING 'W/24" SPLICE HILTI ANCHORS PER 6 1/2" MANUFACTURER RE- COMMENDED (TYP) DETAIL 4 SCALE: NTS _ - - - - --� #5012 E/F #5® ROUND / OPENING SPLICES 24" #5012 B/F E/W ADD 3 - #5 - - - -� E/F (TYP) 2 - #50 ROUND - #5012 B/F OPENING SPLICES 24" ADD 3 - #5 E/F T #5012T/8 E/W PLAN @ EL 323.86 N SECTION D SCALE: 1/4" = 1' - 0" SCALE: 1/4" = I' - 0" - k1 ' 1 _ SCALE of �.1XI ; q AS SHOWN O PARSONS -a• Bar S—l< shown below i o h o .oI erowin If 100 WEST WALNUT STREET U NOT j-t a 1 s�a<c�oraingy�t PASADENA, CALIFORNIA 91124 • �,�Ly 0 " ®r I- (626) 440 -2000 p x �( 19' -O" PVC LINED MH CONE AND RISER - I PER SW -2 CITY OF BAKERSFIELD E 353 00 E G PUBLIC WORKS DEPARTMENT EL 35.;.00± EX GRADE) 2'0 MH FRAME &.COVER PER 3 -1" 12' -10" 3' -1" �^ DWG. SW -2 CITY OF BAKERSFIELD 95% COMPACTED FILL TYP REINFORCEMENT, SEE EL 348.00± PUBLIC WORKS DEPARTMENT ) - IX 42' RCP PLAN GEL 336.61 (TYP) - FIELD VERIFY, IX 42' IF FINISHED GRADE ADDITIONAL OPENING REINFCY2CING El 348.00E FINISHED GRADE N10389.92 JOINT LESS THAN 5' FROM _ eSEE DETAIL (TYP) E6340.75 OUTSIDE JB WALL (NP) EL 349.01 (TOP OF FUTURE PAVEMENT) 4 EL 349.00E TOP OF FUTURE PAVEMENT) FUTURE 60" RCP -- _ S 2 9 06 T &B '. ✓, FIELD VERIFY CONNECTION ` 1 I ' � E - - - - -- ------ - - - - -1 / \ REINFORCEMENTe o /w (TYP) 7n s E DETAIL / EL 345.00E / \ SECTION (TYP) - - EL 345.003 - 0 Y.; -.Z.- \� SEE NOTE 3 - \ SEE NOTE ,93 WRAP EX 42' RCP W /BENTONITE S• MAX WATER STOP & APPLY EPDXY BONDING ( (F EX 42' RCP AGENT TO CONCRETE SURFACE PRIOR 4� 0 MH w. , N10396.07 TO CASTING PIPE IN JB WALL (TYP) INV E6347 , Yr �t ( E NOTE 13 --- EX 42" RCP INV EL 337.421 -- / -f',/ `V: ,�-- -- - -'] -- - -- - - -- -� i- F--- -',�- ----/� ; - -{- i- --- --t-F- INV EL 337.40 36" 01 FM (SEE C \OjYI SEE NOTE #3 .. `INVI EL 337.411 -n I FM NOTE #3 _ _rr 3 COMPACTED AB, `^ A 6. D -___ - _____ zi I N10383.78 a /EX 42' RCP " NON - SHRINK GROUT TO BE FILLED 12' COMPACTED & WRAPPED SEE NOTE /6 6 4.4 IN GEOT EXTILES (Tl'P) #9 06 T &8 `-' JB SHELF W /5R AFTER THE REMOVAL OF EX 42' RCP SLOPE BELLOW E / (TYP) PIPE THIMBLE "/ s -1 SEE DETAIL SECTION /+ SEA CTION B SCALE: 1/4" = 1' - 0" _ SCALE: 1/4" = V _. 0' PLAN ® EL 345.00 � SCALE: 1/4" = 1' - 0" 6' MIN ))6 ®6 E /F, SEE DETAIL (TYP) S2 EL 345.00± #5 ®12 E/W (TYP) SEE NOTE #'3 JB SHELF W/5% SLOPE • EX 42' RCP FUTURE 60" RCP EL 342.60 (TYP) 6 ®9 BF APPLY SEALANT AROUND CONNECTION d1 STEEL PLATE 36' DI FM SEE NOTES #7, #8 & X11 E/W (TYP) TEMP 3/4' STEEL PLATE EL 342.40 7/8" ANCHOR BOLTS, C 0 NUTS &WASHERS (TYP) - #6 09 B/F E/W _ STEEL SPIGOT RING 1 (1YP) ALL SIDES SEE DETAIL T -� CONSTRUCTION - ��Y� 6'- 10 "x6'- 10'x3/4" STEEL RUBBER CASKET C -(> ,C- PLATE (TEMPORARY 1 JOINT (TYP) STEEL BELL RING PLUG) SEE DETAIL C -6 SEE DETAIL 2 SIMILAR EL 336.61 EL 336.86 DETAIL % ;~� II PIPE JOINT SIMILAR 2 SCALE: NTS `- - - SEE DETAIL S-1 7 N�� ' � J i, Y \ \I /- & e NON - SHRINK GROUT J\REINFORCEMENT SEE \ << ��� 1' -0' % \ , / (2 :)SEE SECTION PLAN GEL 336.61 (TYP) (TYP) SECTION rc SECTIOIJ D SECTION E #6 ®9 B/F _ SCALE: TUTS - SCALE: NTS SCALE: TUTS - _ E/N' (TYP) yti NOTES: 1. LOCATION OF EXISTING PIPE JOINTS AND LENGTH OF PIPE SEGEME14TS AS 7. CONSTRUCT FLOOR SLAB, WALLS AND INTERIOR CONCRETE FILL UP TO THE �6 ®9 T &B E/W SHOWN ARE ESTIMATED. LEVEL OF 342.40 FT. PLUG THE 60" DIA. PIPE OPENING BEFORE CUTTING EXISTING 42" CIA. PIPE. WALL REINFORCEMENT, SEE /5 012 E/W (TYP) ___ -_- 2. FIELD VERIFY LOCATION OF EXISTING 42" SEWER. ADJUST LENGTH OF 36" PLAN GEL 336.61 (TYP) J8 SHELF DUCTILE IRON FORCE MAIN TO ACCOMMODATE ACTUAL LOCATION OF EXISTING 8. CUT 42" DIA. PIPE FLUSH OR WITHIN ONE INCH WITH THE WALL/CONCRETE SEWER. FILL FACE AND REMOVE. TROWEL FINISH THE CUT PIPE SIDES WITH THE i CONCRETE SURFACE. s I 3, FIELD VERIFY I.E. OF EXISTING 42" PIPE THROUGH JUNCTION BOX. ADJUST OTHER PIPES I.E. & JB SLAB & COVER ELEVATIONS ACCORDINGLY. 9. COORDINATE WITH OWNER PRIOR TO TEMPORARY SHUTDOWN OR BYPASS OF PLAN ® EL 342.40 FLOW IN EXISTING 42" SEWER. BEFORE CUTTING AND REMOVAL OF THE PIPE. SCALE: 1/4° = 1' - 0' ADDITIONAL OPENING REINFORCING - 4. EXISTING 42" SEWER TO REMAIN OPERATIONAL DURING CONSTRUCTION OF THE eSEE DETAIL (TYP) JUNCTION BOX. 10. INTERIOR OF JB WALLS AND TOP DECK SHALL BE PVC LINED IN ACCORDANCE WITH SECTION 06650 AND THE DETAILS SHOWN ON DRAWING S -11. S -2 5. SUPPORT EXISTING 42" DIA. RCP FROM ABOVE, AT EACH JOINT WITHIN THE JUNCTION BOX AND ADJACENT TO THE EXTERIOR FACE OF THE WALLS ON 11. THE FLOW CHANNELS AND TOP OF JB SHELF SHALL BE COATED WITH 100 BOTH SIDES. MILS OF POLYURETHANE OVER EPDXY PRIMER BASE IN ACCORDANCE WITH SSPWC, SECTION 500 -2.4., OR OTHER COATING APPROVED BY OWNER. _ 6. EXCAVATE UNDER THE PIPE, PROTECTING THE PIPE. ANY OVER EXCAVATION _ UNDER THE SLAB WHICH CAN NOT BE COMPACTED PER SPECIFICATION SHALL 12. ALL REBARS SPLICES SHALL BE TENSION TYPE. SEE DETAIL b2 (S -2). BE FILLED WITH LEM CONCRETE. C 0 2' 4 a lz' DETAIL: JUNCTION BOX NO. 1 �1� PLAN 0 EL 336.61 13. SEE DRAWING S -1 FOR GENERAL STRUCTURAL NOTES. SCALE: 1/4" = 1' - 0" C -3A SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' -0' a I j DESIGNED APPROVED CITY OF BAKERSFIELD, CALIFORNIA 'JOB NO. RP �,LfFSS/ SCALE o \` B F 8 C DRAWN N ,q 260151 AS SHOWN O PARSONS McCUTCHEN GOSFORD LIFT STATION P11 DRAWING NO. pyy SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE Bar stole shown celow il me -3607 h on a l el-ia If 100 WEST WALNUT STREET C -5 CHECKED Ev.6 -3" , NOT a- • • JUNCTION BOX NO. 1 RP ,�sT I g adjast S,alllees�occord;agv' PASADENA, CALIFORNIA 91124 RUCTOQ (626) 440 -2000 c' ,•'\p DETAILS SHEET NO. 0 10/06/06 DRD JUNCTION BOX NO. 1 & 60" TEE MANHOLE (P -11) DATE PAUL SKAGER, PROJECT MANAGER DATE 9� OF CAt-t 4' i -// B REV. DATE BY DESCRIPTION COR OF i ' EXIST LIFT STATION .- �- SHEEFSEWER. EE _. ...i ,.. r I t. - ---- ---- --- -- --- -- - --- --- ----- -- --- --- - CONNECT S �% CONST ESMT � " ( ENO 36 "6 SEWER FM CO `T TO EXISTING 42 "0 SEWER STA 14 +93.60 - JB NO.1 FUTURE 60 "o SEWER . ':' •:i;L < -. ( t i FUTURE RzW a - 38 FUTURE R W - 0046 +0 Y1S 2 +00 - - _,`'° E 6340.7502 FUTURE ROW �° 8Y OTHERS - - r H ( - I _ _ I r 1 60 1 - r - - - -1 3 +00 MH p�, - - -�- - - - - - - - CONST ESMT FUTURE ROW - PUBLIC HWY ESMT _ --- --- I /i I 1 - --_ --n -- --- --- y_ -- - -��,- t PUBLIC HWY ESMT ----- ------- - - - - -- ----- --F —z� — - — - — = = -- - - - -- °m FOR TEMP — — — — — — — - SECTION NE t a_' °p I f�:i;p j f {I— i_�. �...��. — .- -_— _ .- �. - - - - - - -- _ LINE '35 if .— _ _.. .. —.. —.. _.._..— Q. I - - 1 . - - -- -- -. - �- C 6 GRADING SEE / _ �'-�� CI u f -_� -- -._ - -- -- .x_, -_ -- - FUTURE 60 "6 SEWER _ -- _• 6Y OTHERS } -- -- --- --- - -- - - -- ------ .n --- -- --= a.1.: e--- -- - -- --- - -- - -- - - - --- -- -Pen U - PUBLIC H ESMT McCUTCHEN ROAD---t— -- ESMT � 4 _ SYfSMf %FIffURE -ROWS -- fUTt7RE�W dr 60'0 SEWER, SEE--" SHEET C -3 O1 ° i i o I •� �� 1' .'� I' 1, I / FOR STRUCTURAL P - 1 0 _ 1 SEE DETAILS C -5 WATER LEVEL / 1' LAM o P STA 14 +43.61 45' 01 MJ BEND A 45'00'02' Q ' I 36 "0 SEWER N 10354.943 f w ` '' w� s ; FM E 6305.029 1 STA 13 +50.29 - 45' DI I i 1 wlII 1 I� MJ BEND A= 45'00'02" EXIST GROUND = 345' i•31 1 (�1 2 N 10261 633 SEWER DATA 3 BEARING DISTANCE I 1 BEARING DISTANCE 38C { 26.63' 2O 37( 12.49' O3 N0936 -02 "E 36( ® e 50.00' 35( I o 0 o )d•; 34( j } 1 E 6 94.847 33( - 32( I l- E 6295.126 - -- I OVERFLOW I _L-I I C-2 REDUCER SEWER DATA NO. BEARING DISTANCE NO. BEARING DISTANCE Ql N0936'03 "E 26.63' 2O N45'36'03 "E 12.49' O3 N0936 -02 "E 93.32' ® N4536'03 "E 50.00' 0 20' 40' 80' 120' PROFILE 0 4' a' 16' 24' HORIZ. SCALE: 1 " =40' SCALE: 1" = 40' VERT. SCALE: 1 " =8' SCALE: 1" = 8' DESIGNED APPROVED DW �H>Sf,W� SCALE p` BAN cqf DRAWN ? I AS SHOWN OW SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE II eor scale shown below ;' PARS ®iVS CHECKED FI b g h on nal d.o., :. a 100 WEST WALNUT STREET 3-31 -07 NOT one :,c on cIN1. t, JUNCTION BOX NO. 1 & 60" TEE MANHOLE (P -11) RP Fn odj-t scold a dln9y. PASADENA, CALIFORNIA 91124 MOVED FROM C -3 FOR GOSFORD SEWER STUB DATE PAUL SKAGER, PROJECT MANAGER DATE 9�, CALL o "� 1' (626) 440 -2000 oq .�IF R H r DESCRIPTION MAY 31, 2006 i4 +00 15 +00 CITY OF BAKERSFIELD, CALIFORNIA MCCUTCHEN /GOSFORD LIFT STATION P11 SEWER PLAN AND PROFILE STA. 13 +11.17 TO STA. 14 +93.60 JOB NO. 260151 DRAWING NO. C -3A SHEET NO. OF ------- . - -__._ .. - -- -- I- - - -- -- - - -- . _- -- ---._.. - - E 6304.051 --- __ +. -_ -- - - -- -- I car; -<->nj �M� K 2 I . b M M mn - > Z�ZNZ I O !� M ml1l O _ I -- .1 O EMERGENCY STA 13 +11.17 o STA 13 +37.80 - mMmw -NIZ a - VI � -O wo_ - - -Z al a 1 II I OVERFLOW BASIN N 1 226.267 1 MJ BE A = 45'00'00" ,�.', -1. )d•; i I i s1 1 } 1 E 6 94.847 N 10252.892 - l- E 6295.126 - -- I OVERFLOW I _L-I I C-2 REDUCER GRADE I (� - -j i SEEXPROFlRE PLAN NOT'TS: HORIZ. SCALE: 1 " =40' 1. FEMOVE AND REPLACE 4- STRAND BARBED WIRE FENCE AS REQUIRED FOR CONSTRUCTION. 35C 2. CONTRACTOR TO POTHOLE PRIOR TO PIPE FABRICATION. 0 20' 40' 80' 120' PROFILE 0 4' a' 16' 24' HORIZ. SCALE: 1 " =40' SCALE: 1" = 40' VERT. SCALE: 1 " =8' SCALE: 1" = 8' DESIGNED APPROVED DW �H>Sf,W� SCALE p` BAN cqf DRAWN ? I AS SHOWN OW SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE II eor scale shown below ;' PARS ®iVS CHECKED FI b g h on nal d.o., :. a 100 WEST WALNUT STREET 3-31 -07 NOT one :,c on cIN1. t, JUNCTION BOX NO. 1 & 60" TEE MANHOLE (P -11) RP Fn odj-t scold a dln9y. PASADENA, CALIFORNIA 91124 MOVED FROM C -3 FOR GOSFORD SEWER STUB DATE PAUL SKAGER, PROJECT MANAGER DATE 9�, CALL o "� 1' (626) 440 -2000 oq .�IF R H r DESCRIPTION MAY 31, 2006 i4 +00 15 +00 CITY OF BAKERSFIELD, CALIFORNIA MCCUTCHEN /GOSFORD LIFT STATION P11 SEWER PLAN AND PROFILE STA. 13 +11.17 TO STA. 14 +93.60 JOB NO. 260151 DRAWING NO. C -3A SHEET NO. OF ------- . - -__._ .. - -- -- I- - - -- -- - - -- . _- -- ---._.. - - --- __ +. -_ -- - - -- -- I car; -<->nj �M� K 2 I . b M M mn - > Z�ZNZ I O !� M ml1l O _ I -- .1 O - -�i- � 3 _o _- �o+ G EXIST. Z. -- z� �- m 3 - mMmw -NIZ a - VI � -O wo_ - - -Z ---- -- - - - - -- - -.. -__ 0 _ °- n 'M w .. - - - -- -- -371 36( -.__.— _ --- --.. -- -- _ -- I - 1 - 1-i .-.M M _ NZInZ IF Z Q U _ O NZ - + Nj •- Y GRADE ✓I - - - I I F11SH GRADE 35C --- .___ - - - -�— I - _ _ _�__- ! - - -- - __- __. - -- - - -- , - - - -- -- -- -.1 - -- --- --- ' - - - -- i { S�}0.B324 -- - -0.009:.. 0.009: T - - CONSTRUCT 182.43 �.F OF 36" CL --250 DI FORCEMNN 340 330 --- ' j _ j- - - --� - -- . I ( - - - -- - - - - - -- ._ --- -�- — -- -- -- 0 20' 40' 80' 120' PROFILE 0 4' a' 16' 24' HORIZ. SCALE: 1 " =40' SCALE: 1" = 40' VERT. SCALE: 1 " =8' SCALE: 1" = 8' DESIGNED APPROVED DW �H>Sf,W� SCALE p` BAN cqf DRAWN ? I AS SHOWN OW SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE II eor scale shown below ;' PARS ®iVS CHECKED FI b g h on nal d.o., :. a 100 WEST WALNUT STREET 3-31 -07 NOT one :,c on cIN1. t, JUNCTION BOX NO. 1 & 60" TEE MANHOLE (P -11) RP Fn odj-t scold a dln9y. PASADENA, CALIFORNIA 91124 MOVED FROM C -3 FOR GOSFORD SEWER STUB DATE PAUL SKAGER, PROJECT MANAGER DATE 9�, CALL o "� 1' (626) 440 -2000 oq .�IF R H r DESCRIPTION MAY 31, 2006 i4 +00 15 +00 CITY OF BAKERSFIELD, CALIFORNIA MCCUTCHEN /GOSFORD LIFT STATION P11 SEWER PLAN AND PROFILE STA. 13 +11.17 TO STA. 14 +93.60 JOB NO. 260151 DRAWING NO. C -3A SHEET NO. OF EXIST LIFT STATION 2 MH NO. 1 _ TUNNEL PER rla6ml C.V- 'A ma C -6 SEE DWG ® z T -1 60 "0 SEWER "' m u MhNWNULS - --- -- --- --- CONS' ESMT-- --- -- --- --- -- STA '3 78 r1 ® 5 r 1. - MH NO.3 ANGLE PF (0= 3 4 FUTURE 60', SEWER o i _ FUTURE R/W _ - - � FUTURE ROW F`s N )0469.380 C -4 C -4 BY OTHERS _ FUTURE R _ r _•'' I 2+00 E 6285.599 -1 3 +00 SL ESMT ROW i SEE NOTE 2 VIA FS�T --- --- PUBLIC HWY ESMT I --- I --- -- (� �, f - ^ -- - -- --- -- - --."'- O `V� --� -- -- - -� - - ��.PUBLIC .,H ESMT --- I _ _ - -XI- -- GRADING SEE FOR TEMP - - - - -—_PROIEGLIXIST � �- PROTECT IXIST._INACT- -- — PROTECT POWER POLE IN -PLACE a ' SiTU E IN -PLACE - -- - - - -- - r. 2; _ E ST P -OWER- __ C -6 SECTION LINE.. �:, o° :: L' R - - .__POLE It�P.IACE - -- - -- -- - - - - - - -- -- -_._ - ., "� ENOT SECTION LINE STA. 3+67:78-- MH�10.2 -- S E - - -- 350 .FUTURE 60 SEWER - - -- F- 644.43B_ OTHERS. --- PUBLIC HWY ESMT __._.. -_CONNECT TO EXIST SEWER I f°o •.. A&CUTCHEN ROAD BEGIN 60 "0 SEWER STA. 0 +00.00 - MH N0.1 _ ° -g— - - �N- 570746966.7802-3-' - -- - -- -- _ _ - -- E SIA FUTURE -ROW-- CONST FUTURE W 60"0 SEWER _. i — -- - - - -- - — -- — -- — —` - N .. ENO 60`0 SEWER -- STA: 10 +88.66 ' ' 1 j 7 ' ' "}� Cam® I~ I ; .i �I.'Ljt f , � . _I I � WATER LEVEL ! ® N fO356.722 t <# ,! 1 =1 '� y - PLANT o E 5576.755 1 { TEMPORARY PLUG I p 1 �-- -- --- --- -- - --- -- PIPE N WITH e{ F- �tr Q r�! END 60'0 SEWER 36'9 SEWER FM BRICK' AND D MORTAR _�- STA, 7 +04.79 3 SEE SHEET C -3A • I pI a' ' N 10236.383 \ - E 6 83.785 SEWER DATA N0. B ING I E 0. B ING DI TANCE Ol 589'23'57'E 367.78' (2 559'23'57 "E 164.00' 03 S00'36'03'W 173.01' 4 S00'01'51 "E 140.00' 37( 36( 35( E I 34( 33C i 32C 0 31( G U HORIZ. SCALE: 1"=40' Il- -- NOTES: 1. REMOVE AND REPLACE 4- STRAND BARBED WIRE FENCE AS REQUIRED FOR CONSTRUCTION. 2, CONTRACTOR TO POTHOLE PRIOR TO PIPE FABRICATION. -- -- - - - 370 ice_ T O _ _T -- iii z a a - -x x x r r - -� - --- _ - EMERGENCY - -f- - -� ' I OVERFLOW BASIN td. f - a o o -_ I sYt - - -- - tt - ? ?� - - - -- -��< - 11 �' - ° u -- - `I - --- - -- — 1 I OVERFLOW -. _u? - - 1 fn _ _ -in — —fin_ z z — —i HORIZ. SCALE: 1"=40' Il- -- NOTES: 1. REMOVE AND REPLACE 4- STRAND BARBED WIRE FENCE AS REQUIRED FOR CONSTRUCTION. 2, CONTRACTOR TO POTHOLE PRIOR TO PIPE FABRICATION. -- -- - - - 370 ice_ T O _ _T -- iii z a a - -x x x r r - -� - --- _ - - -f- - -� a o o -_ - - -- - - ? ?� - - - -- -��< - -- -•- � �' - ° u -- - - --- - -- — 1 1 - - - - -- �- - -. _u? - - 1 fn _ _ -in — —fin_ z z — —i o+ o + o EXIST. G GRADE 10 +00 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 0 20' 40' 80' 120' PROFILE 0 4' 8' 16' 24' HORIZ. SCALE: 1 " =40' SCALE: 1" = 40' VERT. SCALE: 1 " =8' SCALE: 1" = B' DESIGNED APPROVED DW ( /OYE• ,GALE of B A K ( B DRAWN ° AS SHOWN O PARSONS pW SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE 8'r Sm), shown "Im ' — 60• TRUNK SEWER REVISIONS FOR FUTURE ROAD CHECKED - 9 i-ho a ��rR oI inc,';%�e�ie 100 WEST WALNUT STREET ADDED 60" SEWER STUB IN GOSFORD ROAD DO &p. YSI- 07,�+P adjust scores acco.d;�gry. PASADENA, CALIFORNIA 91 114 ISSUED FOR PIPELINE A, EXCAVATION WORK DATE PAUL SKAGER, PROJECT MANAGER DATE q>i C�Gt10" 0'�s t' (626) 440 -2000 pq .•\p DESCRIPTION MAY 31, 2006 rFOA� G +00 7 +00 CITY OF BAKERSFIELD, CALIFORNIA MQCUTCHEN /GOSFORD LIFT STATION DC -03 SERVER PLAN AND PROFILES STA. 9 +48.66 TO STA. 10 +88.66 AND STA. 0 +00 TO STA. 7 +04.79 360 550 40 30 20 0 260151 DRAWING NO. C -3 SHEET NO. OF � P o- �D VI D om Nnf D o�n � O = O Oy pA z Yn Z N OD � 2m 2 A ~ _• n C (7 M (7) CD O > Z r_ rT1 � r � � n � D O � � Z �? D O rn 0 m C7 f No o Z $m o N z �o z 0 a � o m 0 N ua 0 0 01 AO -Nj0 m0 to DS y< 5 m N O r'- � C ° r D � Z p � rm A r S O A -Z1 O p a 0O_ z m f v� o = m Z 000000000000000000 (T t0 U t0 N X N • N � O Z p U1 G7 N N N T N Of Z O m G1 Di Z p m G7 D7 O OJ O !T X p D m O N m Z p m Z O Om m Z O p Z p ° m A p m Z p m m _ ° f z y m m ZO z O O Z j y 1] O V Z N O G Z N O U Z .0 N 6 Z N N W Z N N OW Z m 7- N Z U W N Z D7 W Z m A > Z O W U Z m V J Z W N Z A O m Z O W tOD Z a U 'Z W O W Z W � A Z o = Z Z O = 0, O 2 m N N W tp m m m m N N V m a+ N J m rn J m m m N W m m w N W m N W J m m tp A N m N A O J m rn T G N m m 47 V m rn OI A N m rn A G m m_ N at N m N N N N m rn fp Z 0 O 0 SE NOTE 3 O A b7 O O No mm mm Nn Lg = z �o o� I I � N J D m m r tir O mL - - - - -- - n9 Y O V � W � _ � U S q j isr 1 —I I N r N - O_ so zw aI T UI 2 N W wvl W W Z JI 2 U QI x E'. 2 W z a V t¢i W W � a Z U ay O 6 dd p o N o II ZJ ^ Z m m N O Z C7 Z 3 0 m I O Z ti O W g� o U 0 Q VI N II 0 U O cV L N z T U Z oz � o � o o O J cn �O U V) J tD 10 L 0 Z WJ O z �g Ot o�2 61 N -N z 01 c. a� O °U W Y m I Z m� ,j Q tD Lw Z Z a- P !� il r !� N N Z r0'l � M M rOj A N N Vj IN N n M H 0 o O O O O In N Z = O U 0 Q 0 U cV L vi o b �O 10 N tD 10 O^i � Obi I!) O z m Ot o�2 61 N -N Y 1°n 01 c. IlI o�2 01 111 m° W < IA m ,j tD b n r a0 O < O N r K Z P O t 2 O M O P O M O t0 O O P b O p = N N N N M N N N = M N M 10 - c n N � � i0 � Q lJ N In tip � ONi M 01 � tM0 N IND ID tMD n tG Z p1 V N O h 0 Z pOj O O O O O O O O O O O O P !� il r !� N N Z r0'l � M M rOj A N N Vj IN N n M H 0 o O O O O In N ____._... ... . . . ......._..... __._...... ... _. _._. ......... _.. _.._ . _ .... .... ... . Q. Z O L� *117♦ YI W Z W ® � Q N Z 0 0 ?moo 3UN I O N W V Zama_ aNZO t � S� w w O � a x U Z � W V 6 6 a z� z 3 s a v w o � a W � w > o a a � a In a 0 3 z 0 Z a r > a a � x U W VI � O W Z d `z a 5 � V � W � r N = O U 0 Q U cV L ____._... ... . . . ......._..... __._...... ... _. _._. ......... _.. _.._ . _ .... .... ... . Q. Z O L� *117♦ YI W Z W ® � Q N Z 0 0 ?moo 3UN I O N W V Zama_ aNZO t � S� w w O � a x U Z � W V 6 6 a z� z 3 s a v w o � a W � w > o a a � a In a 0 3 z 0 Z a r > a a � x U W VI � O W Z d `z a 5 � V � W � r N N m C 0 3 o a z z p � n m A n v < a Z o z `o A S p iI� 51� � N D C A D U N o T A < A m A 5c o na y L m A V Z D z � D D G7 A Z A 2 D a O m O O D D m m m m � o • � O n u -� :. II �I n I Z rn a m ly m! m � m N v tcnn RA u t � C �° �Dii I rLti r w N 'I t isl I I o rt- U AEI n °O < 4 3 I� �fI� I 1 y m „d yrz mz CIO I I I I I �I I : � J,1�,` . � :• :, r--- --� N G ,° g N � , � m . m� m � m >F, tv�m c�av oy zy mc�mm �c)mZ ©O © fyO o° `.O � D U• . m � A 1.1 N I� N y 4 m (r m V N Dj/ C'1 W A ° � p w o OV OVD N rn N i � _• (Il C N�aN � D; p mpff O w W= { ILn. zi \La'h'n"ni� 0 0 V L y ° O N m N p� m N O1 rn N CT m N (r in t0 Cif u+ tD V a+ N A rn N V N b a N A rn N W m N t0 a j rn W O m A A J AW N m � m >F, tv�m c�av oy zy mc�mm �c)mZ ©O © fyO o° ZO i m D �Uy1 O> W A ° 1 r li I I Ij ax' �l I II I 'I I i I III I I i \eIe\e'Iee eC7000O ©O © ©e� i O> W A O � VG OV OVD N rn N N N o N m j o W p mpff O w W= zi \La'h'n"ni� 0 0 V L y ° O N m N p� m N O1 rn N CT m N (r in t0 Cif u+ tD V a+ N A rn N V N b a N A rn N W m N t0 a j rn W O m A A J AW N N V N ID ID N tO Z lD Of ONi N I I 1 I I 1 u w O v I I w V I I I S ,NYn o O cn N m m N w 0 tD m_ -2 In ? W N O b [51 J O O' 0 0 0 0 0 0 0 0 0 O O O O Z oOo N 4 A N N (O�t OCV N ONE V A b A W? VOi O O N? A IJ W O i0 J 2 Z rn rn o, a rn rn rn rn m rn rn rn rn rn m a y A A J p 0 V °V 0 °V V V V O> O O A 0 0 A Co A 0 O �I T 10 A W N O 11 O4i -_ A W O _L-1_ 4 W V = A m r V N ip O ip U V A D A Z Of AD Q7 U 0 c W O A m V b n m m rn rn m m m rn rn a rn m rn m m N N V v w A A' Obi N O b AO 0 0 V V N 0 U 0 m 0 W IJ N G Q1 U 0 0 1 I I I I 1 I m w u m m N o 0 i I III I I i \eIe\e'Iee eC7000O ©O © ©e� i Z � zi \La'h'n"ni� L y { i I III I I i \eIe\e'Iee eC7000O ©O © ©e� \La'h'n"ni� I- GRATING 1/4 TOE PL 1/4 X 4 3/4 "0 376S5 BOLTS 2'-6" SO � 1/4 L 3 1/2 X 2 1/2 X 1/4 EA SIDE OUTLINE OF DEPRESSION &NUTS -5" EMBED 1'_p^ 1•_0^ IN WET WELL FLOOR FILL I 2•_2• Sp .�.., �. 1 1/2 "0 PIPE 3/16 (2 BOLTS PER PLATE) �I (TYP) n Z -- _N SCH 80 3 SIDES a t I { j - - -- - 2 -5/8 "0 M.B. 1/2 np -- -- - -- 7/2" 316 SS PLATE C8 _ L316 - -WRAP ' SSHOWN -WELD END OF E 2- 5 /8"0 / BOLTS MIN L 3 1/2 X 3 1/2 X 1/4 2.0 STD PIPE - — TYP 1/4 P N SS PL 4 X 1/2" X 9" _ I � WELD /FULL PENETRATION 5" ME 5" EMBEDMENT 3/16" END Pl ( / 1/4 _ t C8 4 -5/8 "0 BOLTS i 4 -3/4 "0 316 SS BOLTS P.P. NUT,-J-5- EMBED .. DETAIL 1 DETAIL 2 90 I SCALE: 1"=1'-O" - SCALE: 1 " =1' -0" - 3/16. OUTLINE OF DEPRESSION PLAN 316 SS PLATE 1/2" 376 SS PLATE IN WET' WELL FLOOR FILL (TYP) 90' 3/16 I \� WEB OF C8 OMI� 2' -0" SECTION TOE AN (#.E PLATE ® LADDER-- - v t 4-5/8"0 BOLTS I SCH 80 PIPE I i - - -- - - -- - - - -- - -- -- -. ,' :. WET WELL - - - - - -- •'' WET WELL - -- - CS FLOOR FILL I •• FLOOR FILL 2- 3/8 "0 CTSK SCREW e I•e I C8 1 1/4" OC C<' .e 4 DEPRESSION WET WELL FLOOR d ' L 4 DEPRESSION a WET WELL 3 X 1/4 BRACKET IN WET WELL FLOOR FILL: c ° IN WET WELL a FLOOR FIL. e' d • " FLOOR BENT 2" ® C8 7" LADDER (WHERE OCCURS) e y 1 SIDE ELEVATION SIDE ELEVATION SECTION DETAIL 3 _HYDROVANE VORTEX SUPPRESSOR 4 HYDROCONE VORTEX SUPPRESSOR 5 SCALE: N.T.S. SCALE: 1 " =1' -0" SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1 U 6" FOR CATWALK FRAMING ABOVE SEE DWG S -22 3/4" CHAMFER — 2' -2" �j 36" WW PIPE p 4 a " L4X4X1 /4 X O' -8" 2' -0" 42" -- 1/2 "0 U -BOLT (NP) HWL W /DOUBLE NUTS in W /LOCK. WASHERS 3/4 "0 X 6" LG 3/8" 316 55 PL H.S. NON- SHRINK - - - — - 2- L6X4X1 /2 (LLV) (GALV) HEADED STUDS (4 TOTAL) GROUT Q 318" 316 SS PL `" '� �""'• "0 3/4" EMBED PL 5' -0" LONG W/ (TYP) I } 2 -3/4 A325 BOLTS 10^ MAX 1/8" BETWEEN \ �, j (NP) I SCAT WeLt>61p H.S. NON - SHRINK Q �_ �_.i ii ii i sea } 9 i/4 TYP EA 9 1/4 STIF PL GROUT 4 , ` f. Q T,P GUSSET PL 9/16' 1/4 / ' 4 3/4" STIF PL 3/4" STIF PL ' PL 9/16" X 4" SO / j 0 MIDSPAN 2- L6X4X1 /2 (LLV) 1/4 I E - CUT TO CONFORM / (GALV) TYP 1/4 ' zi TO OUTLINE OF d PUMP HEAD PUMP HEAD 2 -L3 1/2X2 1/2X5/16 LLV 7^ I 1� , Q (GALV) I I 1/4 TYP 1 _ 3/4" EMBED PL 3/4" PI 3/4" PL " 1/4 6" 1 9/76 GUSSET PL 9 �j W/2 -3/4 "O A -325 BOLTS 4 -3/4 "0 HEADED I 1/4 1/4 PL 3/8" X 9" X 4" (TYP) BOLTS I PER CRANE MFG W/2 -5/8 "0 HEADED BOLTS (GALV) -5" EMBED W WELL FLOOR IL __� a '�' -t 55316 PL 3/4" 1 -3" i (W 12X26) AT 2' -0" MAX O.C. WET WELL FLOOR - - - PLAN -� H.S. NON - SHRINK 4. d 4 �TYP GROUT d 1/4 V HYDROCONE _ 2 SO SECTION W /4' 3/4 "0 HEADED C BOLTS (6" EMBED) TYP ANTI — ROTATIONAL BAFFLE PIPE BRACKET DETAIL 7 2 TON CRANE SUPPORT DETAIL SCALE: NOT TO SCALE - NOT TO SCALE - NOT TO SCALE - DESIGNED M. ALEMAN APPROVED SURENDRA THAKRAL, PRINCIPAL IN CHARGE PAUL SKAGER, PROJECT MANAGER DATE DATE Y,Yf / ,� °' "YF � � • t� O Eyp, J7J�7Q1 A aj, siq Pr: 3 9j'i' OCtO OF'CAU SCALE As SHOWN ear Smle shown below I. on nal d•ewin 11 NOT o �'v on this s% t, odjoal`s�otes 0000ramgy. O'er I' =PARSONS 100 WEST WALNUT STREET PASADENA, CALIFORNIA 91124 (626) 440 -2000 gAK( �f �. + p .•• p FI IF09" CITY OF BAKERSFIELD, CALIFORNIA JOB NO. I DRAWN R. BILESIMO McCUTCHEN GOSFORD LIFT STATION P03 DRAWING NO. c S —� STANDARD STRUCTURAL DETAILS (7) CHECKED A. AVAKIAN _ SHEET NO. OF 0 7/14/06 ORD LIFT STATION STRUCTURAL - COMPLETE DATE 4/7/06 11 ° REV. DATE BY DESCRIPTION MIN 1/4" PLATE OR THICKNESS OF PIPELINE WALL OR FLOORI n DUCTILE IRON FLANGE MIN. MIN. 4' PIPE AND SMALLER 1/4' DUCTILE IRON PIPE PLATE WALL FLANGE, SAME THRU WALL OR FLOOR MATERIAL AS PIPE 6" PIPE AND LARGER 3/8" PLATE WALL FLANGE, SAME MATERIAL AS PIPE FABRICATED PIPE THIMBLE REINF MAY BE WELDED TO STIFFENER RING g• MIN TO POSITION SLEEVE. MASTIC JOINT FILLER, INSTALL PRIOR TO CONCRETE POUR IF PIPE IS IN PLACE ^• ° RUBBER GASKET SIZED JT SLEEVE. COAT EXPOSED SURFACE W /COAL TAR EPDXY. RCP OR CONCRETE 1/2" M NX CYDER PIPE —� CYLINDER PREFORMED ASPHALT FIELD APPLIED MORTAR TO FIBERBOARD JT FILLER. SPRINGLIKE NOTE:' SIZED STL JT SLEEVE _ INDICATED. CAST -IN- 1% PLACE BELL OPTIONAL. 3 16 --I 8" MIN ° 3" X 5/16 STIFFENER RING. �_� -11, — - ',"� f PIPE JOINT AT STRUCTURES _ 2 JIN -{ As I WALL REINF. (�) 8- l TYP. ALL 7H5 ®12 AROUND BELL 9-9 C/C (39 TYP 4 1/2" 1'_p• 3" C/C (TYP) SANG BLAST AND COAT RUBBER GAWITH EPDXY BONDING (TYP) O COMPOUND JUST PRIOR 1/2 "6 SST ROD, BEND TO FfT, TO PLACEMNT OF ®3" D.C., WELD TO 2" BAR CONCRETE CAST -IN -PLACE BELL MASTIC SEALANT TYP. AROUND I 6- _ RCP OR CONCRETE _ _ _ _ —CL - C- CYLINDER PIPE ; TAP MECHANIC JOINT BELL FOR BOLT (TYR) GASKET 5 DICTILE IRON (DI)— FOLLOWER GLAND ° �a DUCTILE IRON THIMBLE WITH INTEGRALLY CAST SEEP RIGN LINING SAME AS PIPELINE. MECHANICAL JOINT DI THIMBLE �3� MODULAR MECHANICAL SEAL. (ONE FOR WALLS LESS THAN 8" THICK. TWO FOR WALLS 8' THICK do LARGER) SLEEVE NOTES: 1. BOLT HEAD ON ACCESSIBLE SIDE OF WALL 2. WALL THICKNESS OF 12" OR LESS = i SEAL; WALL THICKNESS THICKER THAN 12" = 2 SEALS. SLEEVED WALL PENETRATION FINISH FLOOR R1 1/2" 3' 3" 2 "0 SST WASHER 1/4 i N 1/2 °0 SST ANCHOR---/ BOLT, NUT & WASHER N SLAB REINF. E (TYP) I "I I�T °� I "I 41IR x2'316 '..l SLAB � ARS - 12' MI IN. SST SQ. • I FINISH S FLOOR WALL REINF. YP (TYP) 5'' C/C (21 SPACES) j— WALL• --1 2 b D p x60' OPENING - SEE STRUCTURAL DWGS - CAST —IN —PLACE PIPE BELL 5 I( � (ALTERNATIVE TO DETAIL 2, SHEET 5 -10) - DETAIL: TRASH TRAC SECTION !� SCALE: NOT TO SCALE � SCALE: NOT TO SCALE - DESIGNED APPROVED ® q of CITY OF BAKERSFIELD, CALIFORNIA JOB NO M. ALEMAN pgFFSS/ SCALE 0 A K f 6 DRAWN °.o °'''r /� AS SHOWN ® McCUTCHEN GOSFORD LIFT STATION PO4 DRAWING NO. R. BILESIMO SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE if' 9or Sm1, s; n 6elo, I O P�S ®NS - 2 07/21/06 DRD LIFT STATION MECHANICAL xO III ,n h on I dr i. II ° S-10 CHECKED 100 WEST WALNUT STREET o c Roi on° �o%non call ,�' "I, (� 1 07/14/06 DRD LIFT STATION STRUCTURAL - COMPLETE A. AVAKIAN ✓ /gUC1°R� g odlust —I.. oc dingy. (626) 440 - CALIFORNIA 91124 cA.►a, STANDARD STRUCTURAL DETAILS (9) SHEET NO. a p 06/21/06 DRD ISSUED FOR LIFT STATION FORMWORK AND REINFORCING DATE PAUL SKAGER, PROJECT MANAGER DATE 7i" OF ��� o'er 1' ( /F08N ° RFV. nATF RY DESCRIPTION 04/07/06 OF SLOT N EACH ANCHOR �O 1/2'x9'9' LGTH 316 SST PLATE N SLAB REINF. E (TYP) I "I I�T °� I "I 41IR x2'316 '..l SLAB � ARS - 12' MI IN. SST SQ. • I FINISH S FLOOR WALL REINF. YP (TYP) 5'' C/C (21 SPACES) j— WALL• --1 2 b D p x60' OPENING - SEE STRUCTURAL DWGS - CAST —IN —PLACE PIPE BELL 5 I( � (ALTERNATIVE TO DETAIL 2, SHEET 5 -10) - DETAIL: TRASH TRAC SECTION !� SCALE: NOT TO SCALE � SCALE: NOT TO SCALE - DESIGNED APPROVED ® q of CITY OF BAKERSFIELD, CALIFORNIA JOB NO M. ALEMAN pgFFSS/ SCALE 0 A K f 6 DRAWN °.o °'''r /� AS SHOWN ® McCUTCHEN GOSFORD LIFT STATION PO4 DRAWING NO. R. BILESIMO SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE if' 9or Sm1, s; n 6elo, I O P�S ®NS - 2 07/21/06 DRD LIFT STATION MECHANICAL xO III ,n h on I dr i. II ° S-10 CHECKED 100 WEST WALNUT STREET o c Roi on° �o%non call ,�' "I, (� 1 07/14/06 DRD LIFT STATION STRUCTURAL - COMPLETE A. AVAKIAN ✓ /gUC1°R� g odlust —I.. oc dingy. (626) 440 - CALIFORNIA 91124 cA.►a, STANDARD STRUCTURAL DETAILS (9) SHEET NO. a p 06/21/06 DRD ISSUED FOR LIFT STATION FORMWORK AND REINFORCING DATE PAUL SKAGER, PROJECT MANAGER DATE 7i" OF ��� o'er 1' ( /F08N ° RFV. nATF RY DESCRIPTION 04/07/06 OF „Z�L Z «E � v h• � 0! N > 6 Z c- z ° - -- - - - - -- < n 3 0 o Z N Z ' x^ e°z a °n wo�`n h N � W QQ m N W F NmW N ¢ N dw �Ow N N tv m O : z J ° U Y \ N, _ I �� a J f— ^ m ? �N Z� OZ 'rA� O N •�O WV m 'z `-III _ N z oz p°m S a N�� rn �w in vt \ \i�a® xN N Q U F X�m, z ax x^ x7d' m CN m2 iO0 \I�- an° m v - /� ex7 �an0 O ON Om MU c�'m nNq�W,y>m ICJ / tY1 Jv J VNm a Z 3z^ x \O U N O O w N ri ° a orh J Q O v° � a w U Ln Z �- O W J Q 0 (n W H ooM W �aw 3w m a � cn O J z LL z i U W c, v w o W Y d m w i a a xr I P JG n I L NW Y W� CQ In ro rii Q Qao o W a a I'I NW � a° � ■1® °oaf N 3 ° O° o m n n n - - -- -'- ° o Ci vwi� O Q ° �” . ° n< o a J CD a? 3dOlS W 3dOIS O F rZUO U h Qp 0 ,�4. to Z zww WU YYY 0 -�5 N U - .rl N W W °U3� y3 Q Q 0- II Zoo J W 0 �?o 3 a NO I L] O Y1 y m N L U W Q a x m ° LLg 3 3 N O -p z M° W d Z 3 n a °' C — > O a m a W rx- w U O N •� CL CL z w CL I i 3dO15 3dOIS h a � fl z z U p z m m I Z LC o U> Q O p m= v I I _ --- __ »__ _______— _�._______________ -_. > ° ° j 3dO15 O W CL 0 n n N Q jt I ei-�ilm O k LI I W Q 3dOlS a.. S ..i.... ..................._.... a °z O Cl Y U O z 0 - - I I _• - °------ I - m N �_ _ � — ____I W ° O _____ -- ° oi D u z ? o O ° ° O I � 0 o a 0 o 0 .L-, l .O-.6 L UN `a .n a n N o t'i w°9Z:6 - LOOZ 9t Icry M 'tZ -SO L -a DMaud u°Ilwl)uol7 u Icap \NOI1V 5 llll - \slaa45 Ola;lc ary°9 -t9 t09Z slaa,ad \:l NOTES. " 1. FOR GENERAL NOTES SEE DRAWING 5 -1. Z ^ 70' -9• 2' -6" 2. FOR STANDARD STRUCTURAL DETAILS SEE DRAWINGS 2' -p• p'.6 S -2 THRU S -10. � P ) 3. LOCATIONS ARE BASED ON FLYGT PUMP MODEL '21' -11" 14' -10" 19' -0' 24' -0' NO. C3400/735. LOCATIONS MAY VARY FOR OTHER MANUFACTURERS. 4' -3" A E -1 A HSS4X4 COL S -31 -36 S -30 & BASE PL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — _ I 2 !'4 d e I e I 5-40 r OPP HAND - Z. e I; °- d. e d e e e - a °' e < - d I e .� ° ° .ed - e < $ -40 I I 41 a a ° - - - - ' de ' e a < I I I A 1 .e•. I _ I HP FIN FLOOR I 1� la . °a . I EL 307.70 i (TYP), 3' -0 I I I LANDING AT i (TYP) I o EL 317' -10" 9' -6' 9' -6' 9' -6' 9' -6" 10' -0' 1I1 de HSS4X4X7 /4 COL & BASE PL -SEE 3 I - - - - - - I I ` - - - - - I PUMP PEDESTALS OS -53 I � I I FOR DETAILED STAIR 1 PLAN SEE DWG S -51 _ m I ° - - FOR PEDESTAI� I r� I I I SEE TYP 8 f� 5 33 I e CONSTRUCTION JOINT S�O,o PUMP ROOM OQ6 EL 307.70�R . ' 1 (TYP) TOC EL 307.15 5 -40 \ AT SUMP SEE NOTE 3 SLOPE GONG STOOP SUMP I 33' -9' ° EL 308' -3 1/4" I 19' -6" W -6' 0 0 _ SLOPE PEDE TAL •ian "o� I _ HS54X4X1 /4 COLe - - - - I SEER ODE 3 8' -0" & BASE PL -SEE OS -53 _ I BLADDER W /CAGE 4 1 I I 4'-9' t UP TO PLATF AT HP FIN FLOOR EL 332.15 EL 307.70 I ed ' - I - - - - A B I _ 43 _ � S_ 3 S P TYP r 4� :a SIM A ° 2 PLCS 6" FILL .44 RUNGS 5-40 �. � 1 1 _ d a __ ° e d .. I . I ° e —° e d �•: - O A?FTE3.S � W- E,PfiT` [L 'L J. d: ?. . i l lI I �e '_ . ':. e - : 1—:.: ° e : '�,"— .5 � -A 4 : 0 e 5 F IFREE. OBRA d :a P OR GE OSSNOE R V- - O5 a , R 5 TE8 . X - d �I I /S-C 4' 2 ma---VORTEX WET WELL �RE�S S'10 I ( 8 S 1 - ( - C el0 R . d I.d d EDGE OF FOUNDATION (IYP) ° d 30 Ai I — - -- — -- - - - - - -- — ---- - - - - -- - - - - -- —+—J HYDROVANE VORTEX SUPPRESSOR (TYP 4 PLACES SEE DETAIL OFFSET JT. S -8 2' -6" 62'-g' AT WALL 6 2'-6- 72' -3" FOUNDATION PLAN SCALE: 1/4' =1' -O" DESIGNED APPROVED ADD PIPE RESTRAINTS (OP P -14) M. ALEMAN Fg /p -SCALE p( OAKEHf ; DRAWN `4o1xY[� e� AS SHOWN ® �. •• DESIGN CLARIFICATION N0. 2 - ABS PUMPS SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE PARSONS R. BILESIMO -xl�' Oor soap sno.n below g o LIFT STATION STRUCTURAL - COMPLETE CHECKED n .,, qX.. dh inA- Ile 100 WEST WALNUT STREET ISSUED FOR LIFT STATION FORMWORK AND REINFORCING o /dINT +� NOT o c c e , A AVAKIAN ,,, siq� ToR*�23 dju�t scales o corcngy. PASADENA, CALIFORNIA 91124 ISSUED FOR EXCAVATION WORK DATE PAUL SKAGER, PROJECT MANAGER DATE or cALtf o s 1• (626) 440 -2000 q we 'ik DESCRIPTION 06/02/06 0 2' 4' 8 12' SCALE: 1/4' = 1' -0- CITY OF BAKERSFIELD, CALIFORNIA McCUTCHEN /GOSFORD LIFT STATION P -14 LIFT STATION FOUNDATION PLAN 260151 DRAWING NO. S -20 SHEET NO. OF 3 1. FOR GENERAL NOTES SEE DRAWING S -1. I , 2 O2 STANDARD O RUCTURAL DETAILS SEE DRAWINGS 1 1/4" GRATING S r HSS4X4 COL C10 BENT 2 -5/8 *0 BOLTS STRINGER W /LOCKNUTS GRATING SPAN ' e (TYP) Clo 4 -3/4 "0 BOLTS ' (TYP) as L2X2X 1/4 — - - GRATING SUPPORT ------ - - - - -- �� �2 -L3X3X 1/4 2 -5 8' 0 BOLTS W /LOCKNUTS (TYP) S SL 3/16 i I .e `� FOR ADJUSTMENTLES 3/16 3/16 TYP PL3X3X 1/4' 3/16 C70 STRINGER ; I C10 STRINGER e W /l/2-0 BOLT `� 5/8.0 BOLT PL 1/4 i �� (-fyp) I _-4 HSS04 COL e - 30' - '! d o' PIPE 3/76 TYP 2 -3/4.0 THRU -BOLTS 3/16 / i PLAN DETAIL tl 2 REF v PL 1/4 SCALE: 3 " =1' -0" 5-53 S -51 C10 1 3/16 TYP 4 0 3 1/2' X 3/16" STRAP Q HSS 4X4 COL e. �� ¢ PIPE PLAN DETAIL / a 1 REF t0^ SCALE: 3' =1' -0' S -5t / 3 1/2' X 3/16" STRAP S -53 7 15- e e �2 -L3X3X i/4 / N ` - -- - °e d PLAN lcr BASE PL i _ JJJJJ i i IS COL is PIP "-0i BASE PL �. k HSS COL - - 3/4' BASE PL W/4- 13/16.0 HOLES a 3 1/2" X 3/16" STRAPS FOR 3/4 "0 X 7" LG HILT[ KWIK BOLT II = i - vr DED PL 10" EXPANSION ANCHORS I I e 2 -L3X3 . PLAN DETA IL 3 REFTOUCH UP AFTER SCALE: 1 1/2 " =1' -0" S-53 S -20 BRACKET 5/16 WELDING WRH GALVANIZING PAINT 5/16 1 i 5, 1/4' __— --T PL �_ 2�" 2 -L3X3 ELEVATION 1/4" PL To I 3/4" PL GONG WALL Ct0 PL a PL DETAIL 4 REP 0 6" 1' 2' 3' _ -�- SCALE: 1' =1' -0" 5 -53 3/8" CONN PL I S -30 SCALE: 1" = 1' -0" .� 3/8" _ PL W/4 -1/2 "O X 6 1/8" 3/4" PL LG ANCHORS W/2 -1/2.0 X 6 1/8" ° 1/4" X 4" PL 0 1' 2' 2 -3/4 "� M.B. LG ANCHORS 2 NOTE: PL I CONN PL NOT SHOWN SCALE: 1 1/2• = 1' -0" FOR CLARITY t SECTION / H \ REF SECTION rB SCALE: t t /z ° =1/2"=l'-O" SECTION C SCALE: 1 d/2 ° =11/2'=I'-()* " s -s3 s -s, SCALE: 1 SCALE: 3" = 1' -0° i DESIGNED APPROVED JOB NO. M. ALEMAN pSFE%j SCALE ® o� onKCRS CITY OF BAKERSFIELD, CALIFORNIA 260151 DRAWN c ° °` "`F� AS SHOWN ® ,� ,�. '� McCUTCHEN GOSFORD LIFT STATION P03 DRAWING NO. R. DILESIMO SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE PARSONS _ Bar Smle shown below CHECKED 'b • ' h on gg I d "w 9 N 100 WEST WALNUT STREET STRUCTURAL S -53 O IX1 3 /31/W � NOT o m�hoon th;° h.ct, ° A. AVAKIAN ,� spa R" adl�st °steles -- dtogy. PASADENA, CALIFORNIA 91124 3ATI LIFT STATION STRUCTURAL - COMPLETE DATE PAUL SKAGER, PROJECT MANAGER DATE �f-OFT`��1(fi26) 440 -2000 SHEET NO. rFOaN' SECTIONS AND DETAILS 4 i DESCRIPTION 1 4/7/06 OF Vb �_ %A i J N A IL LE N O N O Q �- z Z O m Z ' 4 w O O O aD O ? = b Rm ?3 g- o 3 a n ��qj ¢ N N W ion w Q O IU/I a UOO J O Z W Q O Q O . F 3 a m Z a- f\ o f Stn ixi{ O Z ¢N _ z° N ri Q ¢ J L J U J W 00 N �a O W -Al �J Q .0 J =Wi W z U) 0!: 0 O U m LLI Y L� W tl V Q O m U W z 0 O W O ZZw m� a� U U Z N � I u1 a o N a a o cr —_ 10 O YI N m CL ® K G m Q 7, 'o 3UN 3:0 a 3 J o M � ■1® oi� m d _ I N �Ci O -II �- morn. N w Q N o ay..r' W 'o w D a w w I Z a p N }a U J O W ^ N J ^ ,,J U Q 33 3 Z U J J O a a NO w a m Li J a d Z N _ Hill O W 2 Z 3 O W a F Z z u N o U � a^ ® o v O Z w v N a Y _ m 2 O a W W i `" N N o p I J za O Z a ° U N 30 O aw Z ¢ Z U 4NZ 0,1 N y g V Q Z w ° N C ° ° m a w wo9L�ll - 900Z '90 a5 — NO—s -I 'J- ry \slaa45 � � o Pla:ls'a� °B -CB 1092 \sVa. °,d l Vb �_ i J N O N Vb �_ I i D 0 A B Z II M -4 M -6 I) - - --j --- - - -�—� — --- T— F ---- -r—r -- -- I— I--- - -T —T— '- -7—r -- � I Iii 1 I I I I I I I I I I I _ - 5x5' ACCESS _ - — - -- ` -fit -. - - nH=. \ \ \\ I I \ \ \ \ \\ I I I 13' -3'x4• STAIR EXHAST FAN (TYP) ACCESS HATCH (TYP) Ila HANDRAIL SEE / \ / \ / \� DWG 5 -31 \, \, \,\ I Mi F M-6 I ( I I I I I 2w D I I I /\ I GRAVITY VENT I I 2" D E I I I I I I I' I I I I41 I M Iyg� IlpkkIATCH DRAIN CONNECTIONe6 I I I I / / / / r4— EE DETAILS (TYP) M -1 L_ L - - - - -- - -- —' —1 ----- I - - - --- -- -41 F— - - -- F — ----- - - - - -- - -- — -- --- - - - - -- ------ -- ---1 4'x4' ACCESS HATCH RADAR LEVEL DETECTOR TILT LEVEL SWITCH (LLWL) MOTORIZED ACTUATOR SEE INTRUMENTATION NTRUMENTATION DWGS 3.5'x3.5' ACCESS HATCH (TYP) ICIOR I I 7'x2' STAINLESS STEEL COVER I I S LEVEL L RIf EE RUMENTATIONDWGS SEENTRUM NTATON DWGS I I I I \-TILT LEVEL SWITCH EE RUMENTATION DWGS I I I I I I L ,I Li Li ROOF PLAN SCALE: 1/4' = V -0' 0 2' 4' 8' 12' SCALE: 1/4' = 1' -0" DESIGNED APPROVED CITY OF BAKERSFIELD, CALIFORNIA JOB No. Lm% NTA ,� 714rt _SCALE ® -ry. �, K r Rs % 260151 DRAWN y ° AS SHOWN ®-,',' �. McCUTCHEN GOSFORD LIFT STATION PO4 DRAWING NO. _ NTA SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE Bo. Scale s' wn bNow ' O PARS ®NS 1, A ''ZZ CHECKED - 9 NoTbo w �<i.�o�ihtn�si, Lie 100 WEST WALNUT STREET u M —.J RP EV.3 -3I -07 �, odjust�scolas occordtngy, PASADENA, CALIFORNIA 91124 'o' p 7/21/06 DRD LIFT STATION MECHANICAL DATE PAUL SKAGER, PROJECT MANAGER DATE S�, C1V1� o "� t' (626) 440 -2000 p p MECHANICAL TOP PLAN SHEET NO. OF CAS? AT fro R N \ REV. DATE BY DESCRIPTION OF ry O O Z z n Z � O w m ,°o Z w O O0 N Q 2 w w O N O O o � in N 2 r b O 3 V 11 v} z 3 in O f U Z O d Q yyy w 2 0 y w O N Q 3ZO o-� oZ oz Wo Z F3o so 0 Z O_ O Z N KJ Ld z Z z lL O Q o cn c _ 0 � w>o < 0 W Nza °o `n v mU �oa aoo ea M .- La� Z V O J W W W O L"' x zi W F- O O N O M a U U M I� NOW V Z U � M I a � ID f d � o O J O ¢ n C N O N O �1 dw —aw Z Wm 3I a In a v} M z mm o i a v o z a v r Ow Z.11 - O\ m S - w I �' Z'�` a owe o �� Uw 3 =3 - �= Ij a N � - _ NVI YI=- M W V1aN aw m� m ❑ I D ❑ N s -- + - - -- -- - -.. `� J ❑ ❑ N 0 0 O\ �< w o �a I I 3 >Iw ? W z o ri In n z a�Y'�l Fw I n aw w a ¢ > M = Ow h W ¢U¢ a a z Z a � � a o z o z ¢ ; ¢ u a w 5 z z x o w o 2 O U a j a O I a U N O ¢ O Z U z 2 O = 6 U V E K 5 0 u r a z � 0 a - a o } 0 0 0 0 � \ w a - o � —9ni - 900Z '90 das -w -N NOILVLS Lill 9-ry s }aa VS Plarls�ahog -iB 109Z \s}�alo.y :� r MOTORIZED ACTUATOR TILT LEVEL SWITCH (HWL) RADAR LEVEL DETECTOR SEE INTRUMENTATION DWGS. SEE INTRUMENTATION DWGS EL 354.00 VF y: 2" SCH. 80 DRAIN PIPE 2 6 VACUUM M -1 RELIEF VALVE _ PER b 2 TON SPARK RESISTANT BRIDGE CRANE CATWALK, SEE I TC /AMERICAN MONORAIL MODEL No. 3C- STRUCTURAL DWGS n 4000 -HC, OR APPROVED EQUAL 2 PIPE JOINT 5 -10 SEE DETAIL 36" WW EL 333.95 60" OF TO EOS (SEE NOTE 1) ------ ------- '-- -- "- - -- 1 PIPE THIMBLE 3 MJ THIMBLE PIPE SUPPORT r7 5 -10 SEE DETAIL '! 5 -10 SEE DETAIL i SEE DETAIL 5 -8 jjtl 5 SLICE GATE 8" D PI IE SUPPORT 4 SEE DETAIL M -10 I SEE DETAIL �j LAODER,SEE -- 5 -53 ADS MODEL AFP 4001 INV EL 325.00 STRUCTURAL ' ----------- - -- DWGS I FT PUMP 3 (ME 520/8 -52.60 (TYP) 01 18' D FROM EOS I (SEE NOTE 2) _ _ 20- WW-__i EL 321.23 HWL p ❑ PRESSURE 4 LEXIBLE GAUGE PER -1 INV EL 321.50 RESTRAINED - COUPUNG DRAIN 2 " EL 318.51LWL p - COCK 1 7W ?4escNwQ s 'DUG 'To INV. EL 317.46 ❑ ❑ 20• PLUG­, ER VALVE I 20" SWING HYDROCONE VORTEX CHECK VALVE 2 SUPPRESSOR I (TYP) EL 314.22 e SEE DETAIL I 24" WW -- _ - EL 313.07 PRESS RE e ' � / GAUGE PER M -I m -- - _ - -- -- -- - - - -- ,; EL 310.81 EL 307.15 NOTES: 1. PROVIDE TWO GASKETED JOINTS WITHIN 5' OF LIFT DRAIN CONNECTION VICTAULIC STYLE 31 STATION WALL. (ONE AT WALL) CONCRETE BASE COUPLING (OR APPROVE BEND SUPPORT PER S-30 24^ PLUG VALVE EQUAL), SEE NOTE 3 (TYP) 2. PROVIDE TWO MECHANICAL JOINTS WITHIN 5' OF LIFT STATION WALL. (ONE AT WALL) 1 PIPE THIMBLE SUMP PER 11 ADJUSTABLE VALVE 4 5 -10 SEE DETAIL (TYP) SUPPORT PER (TYP) M -1 3. W /FLEXIBLE GROOVES PER AWWA C -606 M (RESTRAINED) SECTION SCALE: 1/4" = 1' -0• M -1 0 2' 4' 8' 12' M -2 SCALE: 1/4' DESIGNED APPROVED JOB NO. NTA (EKSS /0 SCALE �J of,e�KrAS CITY OF BAKERSFIELD, CALIFORNIA 260151 DRAWN ` AS SHOWN �. �. McCUTCHEN GOSFORD LIFT STATION P -06 DRAWING No: _ NTA SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE PARSONS Bar Scale shown below , _ nth on nol dr ; 11 e CHECKED - 9 - o �' 100 WEST WALNUT STREET MECHANICAL M -5 0/06/06 DRD DESIGN CLARIFICATION N0. 2 - ABS PUMPS N. 131 -07 NoT o e n this t, + 1 RP g odjust stoles occormngy� PASADENA, CALIFORNIA 9i 124 ^.��G, D 07/21/06 DRD LIFT STATION MECHANICAL DATE PAUL SKAGEN, PROJECT MANAGER DATE 9�OFCA` 0'® I• (626) 440 -2000 cq w1' 0.�;� . SECTION — B SHEET NO. REV. DATE BY DESCRIPTION OF D m r � o N N D -+ FD z Z n S � n K n n > y O � z_ n A a Z z Z O I � N C V N C7 \'}Si 0 rr m D Z D = O m O v c� a Z D T O f A D m o —1 C7 � pA G Z of � g A Z n ri OF, D m � m n n� n � 'NiSo C7 \'}Si m o T D = N C4 r 1 n f —1 C7 II' Z of ri OF, `� NnD D is n 0 � Z C N Z Z O A ~ YI i-7 Z N O I D ti ^ A Ln ♦ C / �Y y� a C) 9 ,S m O N oz�Z rF m 0< � � z °vim J Am Dig ; 0 9 E m N , o N O n n � C7 m o C4 r 1 n f —1 C7 O �7 D a -Tl Z Z r i-7 I D C) � A O N o n Z mF �z D N ti n D � A Z _ � O F ti S = Ln S pZ D °m Cl N O C o m z o c O Q Z O N E m N , o N O 24" WW- 24" DI - FLARED BEND 3/8, 3/8" THICK TYPE 316 SS PLATE HWL = d z 4 " SEE DETAIL PLAN SECTION ANTI — ROTATIONAL BAFFLE SCALE: NOT TO SCALE e "D" SST FLAT BAR WITH 2 SST BOLTS AND NUTS I - - � ----- - - - - -- ----- - -- -316 SS PLATE -- ----- --- ~ PLAN1 1 I I I j I 1 I I I I I I I I I I 1 I 90' I WET WELL FLOOR --\ o \N�\\ tz I L =rT� -- - SIDE ELEVATION HYDROCONE VORTEX SUPPRESSOR SCALE: NOT TO SCALE 316 SS PLATE iV m � f L{J a a d 4. ° °A^ . .a HOLE DA SST ADHESIVE STUD ANCHOR WITH NUT AND LOCKWASHER (TYP). 3/8" CIA FOR 1" TO 3" PIPE AND 1/2" DIA. FOR 4" TO 6" PIPE DIMENSIONS IN INCHES PIPE DIA. "A" "8" SEE NOTE 1 BELOW "C" HOLE OIA. "D" FLAT BAR SIZE LOAD RATING LEIS 1 1 6 1/4 2 5/8 7/16 3/16 x 1 1/4 300 1 1/4 61 2 234 716 316 x 1 1/4 300 1 1/2 7 3 7/16 3 16 x 1 1 4 300 2 8 1/4 3 3/16 7/16 1/4 x 1 1/4 500 21 2 834 3716 7/16 1 4x 1 1/4 500 3_ 9 3 3 4 7 16 '/4 x 1 1 4 500 4 10 3/4 4 1 4 9 16 1 4 x 1 1 4 600 6 141 2 55 16 9 16 38x 1 1 2 800 NOTES: 1. WHEN USED WITH PVC PIPE, PROVIDE SST SHIELD AROUND PIPE AT CLAMP. 2. FOR FLANGE PIPING OR FITTINGS, INCREASE "B" DIMENSION AS REQUIRED. 3. DIMENSIONS IN INCHES. WET WELL 7 -3 SIDE ELEVATION NOTES FRAME SLUICE GATE WITH MOTORIZED ACTUATOR AND WALL BRACKET SHOWN ARE REPRESENTATIVE. REFER TO SPECS FOR ACTUATOR TYPE. MOTORIZED ACTUATOR --ily ANCHOR BOLT 60" SQUARE FOUNDA11ON SLAB -' \ � •. NOTCH OUT SST COVER PLATE AROUND HOIST BASE LIFT STATION ROOF -7 AS INDICATED , COUPUNG ADJUSTABLE STEM GUIDE MAX 10' -0" OC SLUICE GATE, RODNEY HUNT OR EQUAL FLUSH BOTTOM MOUNTING AS INDICATED OR RECOMMENDED BY MANUFACTURER GROUT FILL SLUICE GATE DETAIL L SCALE: NOT TO SCALE _ PIPE CLAMP DETAIL r3 HYDROVANE VORTEX SUPPRESSOR %4� SCALE: NOT TO SCALE _ SCALE: NOT TO SCALE PRELIMINARY DESIGN DESIGNED APPROVED CITY OF BAKERSFIELD, CALIFORNIA JO No. In A NTA F�6fF�iq SCALE ® o< B A K fqs 260151 DRAWN R MCCUTCHEN GOSFORD LIFT STATION PO4 DRAWING NO. NTA SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE �' AS SHOWN O PARSONS - o Bar Scala shown below Is CHECKED 9 NOT �e .poi. a1 in 1. If 100 WEST WALNUT STREET a M —10 F- 3 -JI -07 od t scales occordin PASADENA, CALIFORNIA 91124 ti RP TYPICAL DETAILS - 1 A 07/21/06 DRD LIFT STATION MECHANICAL DATE PAUL SKAGER, PROJECT MANAGER DATE �9nt'CAL�P 0'® t9y (626) 440 -2000 cq�,,F OR�\P SHEET NO. ° REV. DATE BY DESCRIPTION OF 2 SEWERAGE COMBINATION AIR - VACUUM /RELEASE VALVE W /ANTI SURGE ORIFICE MECHANISM (VENT 0 -MAT MODEL RGXB OR EQUAL) 36° 2" BALL VALVE 4 "x2" REDUCER — 4" DI WELDED OUTLET (US PIPE OR EQUAL) 2" AIR RELIEF VALVE DETAIL SCALE: NOT TO SCALE 6" HIGH CAPACIT VACCUM RELIEF , (GA INSUSTRIES I 6" PLU( 6" DI W (U.S. PI 36" WW 6" VAC. RELIEF AIR INLET VALVE SCALE: NOT TO SCALE �.1 .. PIPE SUPPORT MATCH OD OF PIPE PER PLANE 150 LB THREAD[ REDUCING FLANC GALVANIZED — q d ' �" ( NON - SHRINK I Of V4 Gawc GROUT FLOOR t ZIP LEVELING NUTS '�� LJj Lt GALVANIZED ANCHOR BOLT OR SELF - DRILLING CONC ANCHOR W/ STUD AND 2 NUTS & ONE (1) TYPE A LOCKWASHER (TYP. OF 4 AT 90') TYPE B ADJUSTABLE PIPE SUPPORT DETAIL 3 SCALE: NOT TO SCALE /_ VALVE BODY BOTTOM "B "0 THREADED PIPE WITH ADJUSTER "C "0 x 1/2° THICK PLATE _ 1/4 A "0 PIPE, THREADED ON- END (CUT TO FIT) 1/4" TYPE 316SS ANCHOR BOLT OR EXPANSION ANCHOR W /FULL THREAD STUD, 2' MIN. NON- SHRINK TWO NUTS PER ANCHOR. GROUT AFTER LEVELING ' "D" SO x "E" THK STL PLATE . H FINISHED FLOOR ill1i i I - �li tip L� L� NOTES: ALL COMPONENTS SHALL BE PROVIDED WITH SAME APPROXIMATE DIMENSIONS IN INCHES PIPE SIZE SEE NOTE 'A 8 MIN. C MAX. 4 _ 3 2 172-- 9 1 4 14 6 3 2 172 10 1 2 15 1 4 8 3 2 1/2 11 3 4 16 1 2 10 3 2-172- 13.1 2 —1-8-174— 12 3 2 172— 15 19 374 14 4 3 16 1/4 2034 16 4 3 17 1/2 22 174 -18 6 3 1 2 19 1/2 24 20 6 3 1/2 21 25 1/z 24 6 4 23 3/4 281 4 30 6 4 23 3/4 28 1 4 36 6 4 23 3/4 28 1 4 NOSES 1. FOR BARE PIPE, PIPE SIZE SHALL BE THE NOMINAL PIPE. SIZE. FOR INSULATED PIPE, PIPE SIZE SHALL BE THE MAXIMUM O.D. OF INSULATION COVERING. 2. PROVIDE EPDXY COATING FOR ADJUSTABLE PIPE SUPPORTS. 3. DETAIL IS APPLICABLE TO LIQUID CARRYING PIPING UP TO 18 "0 AND AIR /GAS CARRYING UP TO 36 °0. DIMENSIONS VALVE SIZE 14' THRU 24" °A" 6' B° 4" "C" 4 1/2- "0" 12" 'E' 3/4- PROTECTNE COATINGS AS ASSOCIATED PIPING. VALVE SUPPORT DETAIL i41 SCALE: NOT TO SCALE VARIE DESIGNED APPROVED CITY OF BAKERSFIELD, CALIFORNIA JOB No. f/ SCALE f OAKER 260151 "rn d9,�a =� s% McCUTCHEN /GOSFORD LIFT STATION PO4 DRAWING NO. DRAWN SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE AS SHOWN O PARSONS •• NTA ^ R ?r Scale shown t.1— ' o Na C- 038079 h on I drown lie 100 WEST WALNUT STREET M —12 CHECKED n a NOT ore m(�,non ems si,� t, RP E+p 1-}1'07 od'ust scales accomin PASADENA, CALIFORNIA 91124 PAUL SKAGER, PROJECT MANAGER DATE 9�- C1V1�P 0'® f9ye (626) 440 -2000 p' p TYPICAL DETAILS 3 O 07/21/06 LDRDI L IFT STATION MECHANICAL DATE HEET NO. Cr 4`CA3-1 q(1FOx� OF ° R" nATF Ely DESCRIPTION NOTES 1. DAMPER OPRATOR MUST BE _ ACCESSIBLE AT ALL TIMES. 8" CAP PAINTED SAFETY PRECAUTION- ENAMEL & PRIMER, AS REQUIRED PER VALVE COLOR CODE, &'MARKED _ "FA* OR OTHER, AS APPROPRIATE. SEE SPECIFICATIONS FOR COLOR OF PAINT ON CAP FOR OTHER APPLICATIONS, FINISH GRAC 1/8" + 1/32" SOLID DISC 8" 1 TACKWELD BRACING PLATE TO S1 B" PVC C -900 Cl O BRACING PLATE \ / PLAN VIEW MAX. 3Yz" HAND QUADRANT Z N STEM EXPENSION ON TWO SIDES FOR PICK - (NOM). DEBRIS CAP FROM 1" RPBP�- - I - - - 8" O.D.x22 GA. SPLIT VALVE CAN TOP SECTION, GALVANIZED, FOR SLIP CAN LENGTH OF 18" OR AS REQUIRED PROVIDE DAMPER STEM EXTENSION -18" L ,--4 -MIL POLY WRAP 2 "x4 "x B" MIN. LENGTH ,-(2 REDWOOD PLACES). A %O� VIEW . —12" 0 FRY DUCT \C / \ / — BUTTERFLY FRP DAMPER \O�MET� /R \N /I \F� TOP VIEW SLIP CAN 1 DAMPER CAN AND RISER INSTALLATION DETAIL SCALE: NTS STRUCTURAL SUPPORT 2" Wxl4 GA GALV STEEL BAND WITH EPDM MATCHING SHIELD ALL AROUND 16 "9 FRP DUCT 18" SQ.12" THK CONC PAD 2 10" DIA DUCT SUPPORT SCALE: NTS A� i _ I l EF -01 y` GRAVITY VENT GV -01� I , 1 "0 PW �I F•� I I i 21'LxI VW MODULAR BIOFILER' IALIS 45H ITeo ppp�er�@@ ID Um kpc s 1� A b eb POC W/ UNIT 0 •- 2FT AFG . —. (FIELD VERIFY) y. POINT OF CONNECTION 1T FLANGE - 3' -3' FT - -- ABOVE CONC. SLAB I - - - EL 349.00 - - CE EL 349.25 L� 18" SO CONC PAD SEE DET.e 111 I I I I 0- I v I 1 750 CFM FA Gi�� SQ 16"o CFM FA 12 "6 (TYP) _ 16 "0 Y - - -- - - - --- - - - - -- --1N HIT T - - -- _ - - - - _ - - - -- _ - - - -- _ - - - -- _ - - - - _ - - - -- _---- - - - - -- _ - - - -- CONNE /BELL - L- --------- - - - ---- ----------------------------------------.--------------------------- CONNECTION WITH EPDM GASKET OF BURRIED FRP (j (TYP OF 4) 12 "06" DUCT 349.601 REDUCER BELOW FG SEE DET (TYP) e 0 2' 4' B' 12' ROOF; PLAN SCALE: 1/4" = V -0" SCALE: 1/4" = 1'-0" DESIGNED APPROVED CIT Y CF BAKERSFIEL D, L,;v !F -nRNIA JOB NO. VM SCALE ® of B A , - ___ - ___ 260151 DRAWN As sHOwN ® McCUTC'.� WISOSFORC LIFT SFATiON PO4 DRAWING NO. DW SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE ear Smin sn wn bebw t o O PARSONS " '� ,,11 CHECKED rior �. �n�non in„',% pie 100 WEST WALNUT STREET V —`t RP udi-t stifles .-d;n9ry. PASADENA, CALIFORNIA 91124 INFLUENT LIFT STATION — ROOF PLAN o p 7/21/06 DRD LIFT STATION MECHANICAL DATE PAUL SKAGEN, PROJECT MANAGER DATE 0-® I- (626) 440 -2000 �'ro, p SHEET NO. 9 / /FOftHb acv MTr RY DESCRIPTION OF 3015 HinoG SNOW 30 14,11 ,b9'GGG ME a MIMS 3015 H -L2ION 9N Z 30 C4),L Ia rr 5XI5TINO PUNCH OUT ON ANOLE 5UPPORT NOT PER LON STEEL 5HOP ®RAKNO5 EX15TINO ANGLE 5UPPORT PIPE SUPPORT CONNECTION Reference Sheet: -- CITY OF BAKERSFIELD SEINER LIFT STATION BAKERSFIELD, CA Revision Date 7/12/2007 Job Number 0617SC Scale 3 " =1 0 -0" Sheet No. SK -14 Dra*n FSC • d e ° cV Ul a • d r. N u) Q N r � cQ 11 1/2" i 1' -0" a 6 1/2" 8" 1' -0" 1' -6" 6" I 1' -2" 11 1/2' 1 61/2" 8 — #5 (TYP) 3 — #5 @ ROUND OPENING W/24" 5PLIGE e d ° e 60" PVC LINED RCP #5 @ S" VERTICAL OC (TYP) 3 — #5 @ ROUND OPENING W/24" SPLICE 5 — #5 (TY #5 @16" CC 2 8 — #5 O1 U 1-11 11 _ • N d ° ' -I TF- I IEI I ( ° • ° n ° I- F:_ EL IF -III iie=i I I YV I I I fiv�i I, Revision FLOYD JOHNSTON REVISED HEADWALL @ FLAPVALVE %V I N IN Reference Sheet: SECTION • Date Job Number CITY OF BAKERSFIELD 7/18/2007 0617SC 2301 HERNDON AVE Scale CLOVIS, CALIFORNIA 93611 SEWER LIFT STATION 3/4 " =1' -0" Sheet No. TELPHONE: 559.299.7373 BAKERSFIELD, CA Dra�yn FAX: 559.323.9446 FSC SK -16 Q O Q d- �ON 30 tzu Ua Ua Ud #Ot0n #m # # N # F- m u Q� 0 N �z@ @) 2v #COL NON REVISED HEADWALL @ FLAPVALVE Reference Sheet: ELEVATION CITY OF BAKERSFIELD °7/18/2007 SEWER LIFT STATION 51%2 " =1' —O" BAKERSFIELD, CA °roWn FSC m Q 04 Revision 0617SC Sheet No. SK -17 I Q o w � z° N —� OL s �o,J � Ul O O n Qr N -1 U \ Q n zll U- CL o� Ef) o O Z Lu I N o z o L'j O Q N ry U \ 0 w (n (n Q ° m w L.- LL Q) o m � w w (.0 a wQ Lu O LU � D-' Z Lil Q . V ro n w °' cn m z z � . N NLLI = oo Nm LU ® L Z LU �Zx LU (Ii o.. -1 0 O� v m`s) p z °� �� z �T �tLL1z 0LU \ �o I �z Nun x ►- 4 � � w X�� LL NLU N LLL m� m Illnt� I `��J M m ' \ W W 11.J Q va o 0 q F-- — -- — — — -- — I I I I I � I I I I I I I I I I I I I I I I I I I I ( o l l I 0 0 I I II I I I O II I I I II 0 I I I I I I I I I I I I I I I I I I I I I I I ---- - - - - -J to 2 Q � Q N � S H sj to OMz 0 0 0 m x �IL xq) N � �m �U LO m� N c E� z (n m s af - U) R w U � n o II U � � ■ �M m r v U K m H Z LL ttJ m J u W Q W � = U Z w o Q wz cD CD L ~ W N Q U U_ W (n m L W (nn N LL- O Z i w w w¢ U o m ■ �M m r v U K m H Z LL ttJ J u W Q W � = U Z o.. — � d LL N J U w oU L ~ J Revision SECTION @ SLUICE GATE BRACKET Reference Sheet; SK -25 Date Job Number CITY OF BAKERSFIELD 10/17/2007 0617SC SEWER LIFT STATION scale Sheet No. BAKERSFIELD, CA DroWn SK -26 FSC 13173NO3 CHDAV 01 N3aNO NI NAM (13A0W 3a (h (133N ITA aV3Ni dOl 3HI �3A03 SS333V 3HI JC- NOlIV30-1 3HI 01 3na 'L ?J39NlalS zec*!;T X OM 'NNOO 839NI�US EN-So a3aNVE 39 Di S3H310N TlV '9 '70 A? 8 SaIVEESSMO 0,% (INV *3*0 9X 1 8 SME 9NINV30 W I X9X- WONJ 3C[VW 39 01 DNIlVdg 31° 'G '22&V WISV M llVHS SNOI133NNOO 13315 01 13315 NMI (13sn SlIOR ZUHM TIT '/-OCV- WISV SI al30NMiS 01 SaV381 WVIS 9NI133NN0O SIMI 0.% 803 -lVlal3lVW 1, NOUVOINEIVJ 831.AV C13ZINVAIVD dlC1 10H 39 01 S'lVIZ131VW 11V 'E '(13IJIaOW 39 01 433N 1-11A iN3W3H3VilV N30NINIS 3HI A33Cl dOl 3HI NI �13A03 SS330V 3HI JO N1311V301 3HI 01 3nq 'a 'NOUVOINEV.1 3NO339 SNOISN3WIa aNV SMIMna TI V kJla3A 01 Mi3"INC3 'I :S31ON S8OH3NV 3DG3A 9 XO,X -V3- .21 a 3-10NV UM03 t, XAP X.%-V3-2 ?J39NlalS zec*!;T X OM 'NNOO 839NI�US EN-So N T _I w H.LalA ClUcll TlVA Hoaj IN 33S 31933S ,>133 dOl 9ye 310N 33S .?I- 3-19NV U3MOJJ .19X i-zf it L L <1O C2-L W Z7S � 31VId DNI DH3NV 0,3 :� rf I (dCY .9 X0 30C3A 8— W qaOHONV -u- 39C13A 9 xo,% 9 JL 5-4 95 5 1 51 E)NlN3dO Air 4)J,-75 '' �/ 7 11r t't c s mm MMS H Lo els 2601 3- BeY.n0ald $heel. N -0 Ll" STATION' OC -10.4 Sa 08 2006 - 11:22 — O O K icO� pO Y ANT ^1 y a p� 1' .n ant• Ni 9 fLl N O g S � 0 •�e 4� O n: N g A m 1 m n ..__ --------- ) �}... CL N ` - q D n• - y A� - c /// _ ' � r - h .._.. r o__._._ n M N Z m G7 ;p w � E:m r � Q _ Z `Y nZ -N-ID NoN F` i�1al r 'z -v O T m O x� D Z ;a o ., C7 .D z c °� irrl I D O N O) 1"� N Z ± S # A v o • � o m m 1.01 $ m +o 'S O _ N m m- r o p SECTION t SCALE: 1/4' = 1' -0' 0M -01 i ON -02 0 2' 4' B' 12' ' SCALE: 1/4' = 1' -0' ' DESIGNED KO CHUN APPROVED SURENDRA THAKRAL, PRINCIPAL W CHARGE PAUL SKAGER, PROJECT MANAGER DATE DATE N. E 2470 Eq. 9 -311-0/ 0 7�• al� � Orr �t sca.E AS SHOWN Bur Sede a1.— &0" b — i«n on rroi d,— M Nm,e�. t„d, on Uts el, od,.l awls «cardngy. p'r 1• ® O 5 100 WEST WALNUT STREET PASADENA, CALIFORNIA 91124 (626) 440 -2000 BAKi _ .�. e e n� Ii04� CITY OF BAKERSFIELD, CALIFORNIA JOB NO. 260, 5, DRAWN R.RUTGER McCUTCHEN GOSFORD LIFT STATION P -06 DRAWING NO. E -11 ' $ CHECKED KD CHUN ELELTRICAL LIGHTING SECTION n t 09/06/06 DRD DESIGN CiJ1RiFICA7KN1 No. 2 - ABS PUMPS - ° OB /M /O6 DRD LIFT STATION ELECTRICAL' DATE SHEET NO. 11 REV. DATE BY � DESCRIPTION 08 /01 /06 OF I I =� - - -- - - - - -•� - -- i----•-----•----- •----- •----- •----- •----- • - - - -- ( - - -- -- - - - - -•— -- -- ---- >----- �, - - -- - - - -• N - -� - -- v FOR I' I '� � ►t I kt �\ �' +•' II SEE CONTINU SIN it I II I I E 1 I II I `-- •-- -- --- -_ I_— ._— _.- -'-- -- i ( T -t--Ai b- MV -LSI FO -" i III ( ti t II i 1 i - LSS -20 I I I I I I I I `'%I j I :.I I �\ •.._= I OUTILITY TRANSFORMER THRUM 1 II ( 1 EMERGENCY OVERFLOW STORAGE E /�-- LSS -20 I I L- LSP -M 3 ANTE NA LIFT STATION I 1 cox 1 ❑ j } _� ± ELECTRICAL BUILDING El am El LSHH i 4 I I I I 0140 I (((( I 4 1/2 -C -2 #14 4 EMERGENCY GENERATOR ODOR CONTROL I i SYSTEM r I S PLAN I SCALE:,• 20' 8 I I I I I NOTES: II ( ! ( II Q7 INTERIOR OF THE OUTFLOW STORAGE POND SHALL BE <' I I I S ----------- ---}-- -- --- --- -- -•- --- -- --- --- �..-- -- -•- -- --- .-- --- -• ---- -- --- -- -- --- --• i CLASSIFIED THE REQUIREMENTS SPECIFIED OUNEC• AND SHALL MEET 1 li I Q2 TRANSFORMER PM SHALL MEET THE REQUIREMENTS OF THE UTILITY. PULL BOX SHALL BE 3' x 2' x VARIABLE DEPTH. SEE CONDUIT SCHEDULE FOR DETAILS I 1 t () 10' 20' I 4o' so' 4 ' II (i I SCALE: 1° = 20' c° DESIGNED APPROVED Olt _ sh I CITY OF BAKERSFIELD, CALIFORNIA J260151 . DRAW NN AS SHOWN SONS -� McCUTCHEN GOSFORD LIFT STATION P06 DRAWING NO. R. RUTGER SURENDRA THAKRAL. PRINCIPAL IN CHARGE DATE Bu, Scds 0— bO- 1. o.v $ 1 1 CHECKED 100 WEST WALNUT' STREET . . GE -3 EwS- 0°T o I"o� "« °": �. ELECTRICAL SITE PLAN OB/04106 DRD UfT STATION ELECTRICAL DATE �*M Kak. awdi'SI , PASADENA. CALIFORNIA 91124 KD CHUN' PAUL SKAGER. PROJECT MANAGER DATE ��Q's o• 1• (626) 440 -2000 If0111'� SHEET NO. gREV. DATE BY DESCRIPTION 08 /01/06 OF X1 120V, 1PH, 60Hz FROM VFD CPT X2 Xt 120V, 1PH, 60Hz FROM STARTER CPT X2 X1 120V, 1PH, 60Hz FROM STARTER CPT X2 NOTES: I CCO L I O PROTECTION RELAY AND PUMP VENDOR AND ITNSTALLEDLBYE W ® 0 WLR R VALVE A SLOW SPEED CONTRACTOR IN THE PUMP MONITORING SYSTEM O OPEN X1 R RUNNING PANEL AS SHOWN ON PAID AND ELECTRICAL DWGS. LSCR 107 , A yFp DOC VALVE LSCROI LSTD011 ® OFF A S �F LSCRC LSMFOtt 2 LSC CONTROL G ClOSEO �--o� SM SLOW SPEED O SHALL BEIPUMP MANUFA T RER'S SST DARD. E i I 1 10 RELAY �j,_ 1 STARTER COIL T.O.I I I 3) SINGLE PHASE ADJUSTABLE CURRENT MONITOR. SET I I I I -�_ I LSM501t �4-R�� FAST SPEED TO TRIP WHEN MOTOR FAILS 70 RUN. TIMEMARK QON /OFF TEMP LSCRC START ER COIL CAT j MODEL 273 OR EOUAI. SUITCHS AUTO MODE OOC FAST SPEED VFD LOGIC 102 RELAY RUNNING 0 OPEN X1 �—o SPEED STOP L� R -L OCC C 0 OPEN OL OL OL OL OL OL OVERLOAD LSCRIOI ON /OFF CONTROL O COIL Ott RELAY OLD 1 I I S TEMP LSCROII 70 I i I SWITCH A CP -t I I .I CLOSE OVERLOAD CCO 0 CLOSE SHUTDOWN C SPEED I I I C COIL IND. COO I I I I I I1 I�QOPEN POWER VFD J ' I C� CP -1 O SUPPLY RUNNING SC VITO RUN 1 OCLOSE ZIT TO TRIP LSTDOII 103 TD 0 -30SEC FAIL TO RUN ® VFD I I TO 1 OFF TIMER VFD A RUNNING CP -I FAIL LSTD011 t>EIAY FAILED } CP -I Co. TO LSMSOII LSMFOI I LSTD012 A ® FAIL TO RUN SC VFD FAIL CP -I il LSCR104 10 RELAY X1 A ® VFD OPEN /CLOSE MOTOR OPERATED VALVE CONTROL ARESET S 0 -3SEC RESET FAILED (TYPICAL FOR SLUICE GATE VALVE -SLG -0100) (h2 ON TIMER DELAY �j PUMP PROTECTION RELAY f'O'�°"t � �Y TO SHUTDOWN LSCR105 SC SHUTDOWN X1 120V, 1PH, 6OHz FROM STARTER CPT X2 LSI T0012 CP -I p RELAY LSTD103 LSCR105 ■ O A A SHUTDOWN LSCR042 H, iA - 041 STARTER EXHAUST FAN - EF01 STARTER Q SENSORS I I I COIL SIMILAR FOR EXHAUST FAN EF02 (EXCEPT RELAY CALlOUTS). ■ ALARM O6 RY I 1 1 SON /OFF R RUNNING LSCR106 X1— A AUTO L1 120V, 1PH, 60Hz FROM LP -LS CKT #7 A ALARM 041 MODE RELAY - I, LSTD101 ■ PSH -0111 0 -30SEC HIGH DISCH OL of OL CR OVERLOAD ■ LSTD o-3o MIN LOW -LOW 101 OFF PRESS TIMER LSCR042 042 RELAY A ON DELAY LEVEL RELAY T.O. DELAY LSTDA LSTD103 A A OVERLOAD A A LOW -LOW SHUTDOWN LEVEL SHUTDOWN T.O. LSTD101 Li�-o HIGH DISCH T.C. A llII ■ I.SL -0144 PRESS SHUTDOWN �11CP -1 EIR.4If TO TO EICI:0421 �P_i LSBR LOW LEVEL ® RELAY_COMP'T JJJJJJ LSCRB LSCR104 LSCRIOS LSTD101 rLSTDA ] LSTD102 SC SYSTEM FAIL A LOW LEVEL 107 RELAY F � A ALARM . � � • ,' LSTD102 ■ PSL -0111 ST 0 -30SEC SUMP PUMP NO.1- SP01 STARTER f-" 102 OFF LOW DISCH SIMILAR FOR SP02 (EXCEPT RELAY CALLOUTS). / o— o-- o— TO rLSTD103 �LL_SCR 0 3 pELgy PRESS TIMER L1 t20V, iPH, 60Hz FROM LP-LS CKT ;8�� HATCH RELAY LSTDAi LSTDA L�2 LSTDA 10 E T.O. LSTD102 " LOW DISCH &= T.C. A PRESS STAIRWAY HATCH `. E ,,; t �....,.. -.. ,.,,. -„ Ir o -1 0 -1 �- S SHUTDOWN ■ (ZS -2101) `. LSTDA j �4 LSTDA 15 LSTDA CP -1 ELICRBI CP - 1 VFD CLOSE WHEN A RESET ST 0 -3SEC RESET LSCRC • HATCH IS CLOSE 103 DELAY TIMER A A STAIRWAY WET WELL LOW -LOW LEVEL SHUTDOWN CIRCUIT HATCH OPEN ALL ITEMS ARE LOCATED IN MCC RELAY COMPARTMENT UNLESS lI TO �TOTO � TO RELAY OTHERWISE NOTED LT SGR,02j CP -1 LT SGR'03 CP_1 -J" 1CR104 CP_I LT SGR,O5 CP_1 . JJJ LICRIJ STAR T LSCRC STEER LICR1 06 TO L07 TO o- TO o- TO _ CP -1-r �CP -1 LSTD101 fcp -1 ISTD102 f cP -1 EXHAUST FAN INTERLOCK CKT • ALL REMS ARE LOCATED IN MCC RELAY COMPARTMENT SEWAGE LIFT PUMP N0.1 -LP01 VFD UNLESS OTHERWISE NOTED SIMILAR FOR L02 THRU LP05 (EXCEPT RELAY CALLOUTS). DESIGNED APPROVED CITY OF BAKERSFIELD CALIFORNIA JOB NO. BAkC 260151 KD CHUN Q�1�� SCALE ,. As 8 DRAWN 0. AS SHOWN PARSONS ` .� McCUTCHEN GOSFORD LIFT STATION P06 DRAWING NO. 3 R.RVTGER SURENDRA THAKRAL, PRINCIPAL IN CHARGE DATE CHECKED E 24A '^`'' O1� na1 tr �• oK'a 100 WEST WALNUT STREET e e wy avmq CONTROL SCHEMATIC DIAGRAMS E -2 NO one Nch on Nh shcei, KD CHUN 1 otlust .cola occc.6nyy. PASADENA, 20060RNIA 91124 x/0{/06 ORD LIFT STATION E1•ECiPoCM DATE PALL SKAGEN. PROJECT MANAGER DATE 1�, ,' W_ 1• (626) 440 -2000 ' SHEET NO. 3 REV. GATE 8Y DESCRIPTION 08/01/06 0r'Ga" 4 rORA� MCC -LS OF CaJ ANTENNA LSP-M-1 THRU LSP-M- 3 — FO-1 — T-1 — 32'-0' Edam 22 LP—LS-22 /—LSL-2 —CP — I LP —LS -14 14 Lp" Q3 LSP-3 LP LS 1 3 v 4- 14----------- - - - - -i LSS-28 89 14 LSP-3A — I I I I I LP-LS-22 f j 13 3 �13 2A L_ _j L_ J 3 1"�AC01 - - - - - - - - - - - - - - - - 4 — — — — — — — — — — — — — 01- -7y/ 22 2 OVFDO1 60V�F()02 OVFDO3 OVFDO4 OVFDO5 HVAC AND LIGHTING PLAN SCALE. 3/8*=1'-0 ' ILITY FORMER 32'-0" T STATION CONTROL f MCC-LS LSC-24 COX -1 LSS- 17 ED j__l I PANEL (CP-1) -- I----------- FO -1 - -- C, -0 T-1 L TO R LSSE LSP- 10 LSP- 11 L TO R LSP-12 �S­C-6 LSP-13 LSC-7 LSP-14 Fl Li LSS— I a LSCSC_9 -8 L LSS-16 LSC-10 ­@(TYP) LSS-XX & L t LSS-XX LSL-4 o- L �--SECURITY GATE 0212C I 3 CCTV ALARM J11 I LSC_l I ILSCJ- 1 2\ LSC- 13 LSC-14 LSC-15 CONTROL PANEL PANEL VFDO1 1 VFD02 I VFDO �A: VFD04 #4/0 B.C. PUMP MONITORING SYSTEM PANEL --TO DUCT BANK m ENCLOSURE F BATTE;;_T RY FOUNDATION CHARGER 14/0 F (TYP) B.C. LSS-311 LSC-27 GENERATOR ENGINE —.0 LSG- THRU m_1 "y L TO R LSG_M_3 LSL-3 q LSS-29 LSL-6 LIGHTING PANEL SCALE: 3/8'-1'-0' A NOTES ERCISE IX CONTROLLER I I INTRUSION ALARM SWITCH (TYP) c;ER-1 CISE CIRCUIT BREAKER -L TO R Q 1/2-C, 2 114 FOR ALL INTRUSION ALARM SWITCHES LSC— 1, LSS-1 & LSS-6 LSC-2, LSS-2 & LSS-7 STAND-Y N.T.S. OUTDOOR WEATHER PROOF-TYPE RECERT. AT ROOF RECESS MOUNTED MOTION SENSOR. THE MOTION SENSORS olffi, V4. a', MCCUTCHEN/GOSFORD LIFT STATION P06 DRAWING NO. SHALL HAVE MANUAL-AUTO SWITCH AND SHALL BE WATTSTOPPER CAT # WS-200 SERIES, OR EQUAL. L'J-I- 4LIJ 9 CAA_ R.RUTGER AIR CONDITIONER SMOKE ALARM CONTACT. E 2470 EV. 91-30-07 0 OF 1 Sd. *.- be- I. - 0'� 1. 100 WEST WALNUT STREET PASADENA CALIFORNIA 91124 (626) "D-2000 ALL DIMENSIONS SHALL BE PER APPROVED SHOP DRAWINGS. 22 E-5 ld FOR FOUNDATION DETAILS, SEE STRUCTURAL DRAWINGS. 5 O 1/2-C-2 #12, 1 #12 GND 1 100 ia> CONTRACTOR SHALL COMPLETE ALL WIRING INSIDE THE A A �i/_0_4/06 ORD ENCLOSURE PER SHOP DRAWINGS. m ENCLOSURE F BATTE;;_T RY FOUNDATION CHARGER 14/0 F (TYP) B.C. LSS-311 LSC-27 GENERATOR ENGINE —.0 LSG- THRU m_1 "y L TO R LSG_M_3 LSL-3 q LSS-29 LSL-6 LIGHTING PANEL SCALE: 3/8'-1'-0' A A A ERCISE IX CONTROLLER I I DESIGNED KD CHUN c;ER-1 CISE CIRCUIT BREAKER -L TO R SCALE AS SHOWN MPAIRSOMS LSC— 1, LSS-1 & LSS-6 LSC-2, LSS-2 & LSS-7 STAND-Y N.T.S. GENERATOR PLAN LSC-3, LSS-3 & LSS-8 LSC-4. LSS-4 & LSS-9 LSC-5, LSS-5 & LSS-10 POWER AND CONTROL PLAN TO DUCT BANK-/ SCALE: 3/8'-1'-0' A A A I I DESIGNED KD CHUN APPROVED SCALE AS SHOWN MPAIRSOMS CITY OF BAKERSFIELD, CALIFORNIA JOB NO. 260151 DRAWN MCCUTCHEN/GOSFORD LIFT STATION P06 DRAWING NO. R.RUTGER SURENDRA THMRAL, PRINCIPAL IN CRkRGE DATE PAUL SKAGER, PROJECT MANAGER _DATE E 2470 EV. 91-30-07 0 OF 1 Sd. *.- be- I. - 0'� 1. 100 WEST WALNUT STREET PASADENA CALIFORNIA 91124 (626) "D-2000 E-5 ld CHECKED KD CHUN ELECTRICAL BUILDING & STANDBY GENERATOR ELECTRICAL PLANS A A �i/_0_4/06 ORD UFT STATION ELECTRICAL DATE . -/of/- SHEET NO. 1* OFt DATE EFY DESCRIPIM �m m� C �E p py� j V Vr yi cz `ELI 7� a� 0 Q ti tit 'v� W L � �•N b� B� � � w s ti 4 m e O � U v ii a m CSS ❑ l S I� w t 5 w {'" z,' r� a •o Ts ❑ ❑L Z z 0 i Q w ' U =4•i O o U W h U � vWIF T 0 U E 0 N U X C 4 N C bA r� bA T Q o � U c, N cn A ✓5 U O a 3 0 y.. �L Y 7i T R O N 0 R � O � •N R .c N 3 b 0 K U • N 0.1 M 0 e;i P ceEsasn CAUTION: Service Instructions and Parts List HOISTS Fqz4or ARMY TYPE TROLLEY Keep for Future Reference THE EQUIPMENT ILLUSTRATED AND DESCRIBED IN THIS BULLETIN IS DESIGNED FOR MANUAL OPERATION ONLY AND IS NOT TO BE POWER DRIVEN, NOR IS IT SUITABLE FOR LIFTING PEOPLE. This unit is a standard Zephyr spur geared hoist sus- pended on a special load bar, carried at each end by a precision bearing equipped two -wheel trolley. One - quarter through 2 Ton capacity. These trolley hoist units are adjustable to varying beam sizes and are interchangeable. If your present Army 114 Trolley type hoist is equipped with plain trolleys, a geared unit may be substituted in place of one of the plain trolleys at any time. 3 to 10 1 SECTION AT /Z The Zephyr Army type trolley hoist — 3 through 10 Ton capacity — has all the features of the standard Zephyr spur geared hoist except that a Chester Precision Bear- ing I -Beam Trolley is incorporated in place of the stand- ard load bar and two -wheel trolley arrangement. The precision trolley is fixed to the hoist and does not swivel as in the case of the 1/4 through 2 Ton units. Although the trolleys are fixed, they are still fully capable of negotiating relatively short curve radii (See Bulletin B). These units are available in both the plain and geared type trolley. NOTE: All Army Trolley Hoists fabricated in accord- ance with ANSI B 30.16 and HMI 200. When ordering parts always specify your hoist serial number. INSTALLATION ON BEAM The distance between the trolley wheel flanges (measured at the tread diameter) should be 1/8' to 3/16" greater than the beam flange width for proper running clearance. This clearance should be checked before operating the hoist under load. TROLLEY Wheel bearings are lubricated through ball check hydraulic fittings on the hub of each trolley wheel. On geared trolley units, a similar fitting is also furnished on the trolley block. See Part No. C- 906 -A. Three trough 10 Ton: Duo - Sealed Timken Tapered Roller Bearings. One - quarter through 2 Ton. Sealed Precision Move adjusting spacers to inside or outside of plates as required. The hoist should be traversed the entire length of the beam to check for interference points, proper side clearances and the effectiveness of beam stops. LUBRICATION Ball Bearings – no lubrication required. Lubricate frequently and at regular intervals with NLGI Grade 2, complex lithium based grease with E.P. additive. CHESTER HOIST 9 LISBON, OHIO U.S.A. 44432 PHONE (330) 424 -7246 e FAX (330) 424 -3126 Page 2 SECTION AT /Z 920 -G 921- 930- 919- 959- 906- 974, 918, 922, 927- FIGURE 1 931 - 957 952 966 -910 -923 -908 935 907 909 903 911 968 925 916 928 -934 -960 -920-H -929 H/L 1/4 to 10 TON 91 9 AMIT TTPE AOIST PART �T-9109 R411 RRG --- r-ai07 1/4 to 2 TON T Use and Description Chain Size C W R L Gauge Length Net Weight HAND CHAIN All Capacities ............. 1/4" .347 .878 1.048 1.056" 19 links: 20.064" .43 lbs., ft. LOAD CHAINS '/2 ton ............. ... 9/32" .313 .876 .797" 1.357 25 links: 19.925" .73 lbs., ft. 1 ton (Alloy) . . . . . . . . . 9/32" .313 .876 .797" 1.357 25 links: 19.925" .73 lbs, ft. 1'/2, 2, 3, 4, 5, 6, 8, 10 thru 25 ton. 3/8" .466 1.206 1.155" 1.897 13 links: 15.015" 1.28 lbs., ft. CHESTER HOIST ® LISBON, OHIO U.S.A. 44432 ® PHONE (330) 424 -7243 9 FAX (330) 424 -3126 Page 3 SECTION AT /Z HOIST PARTS QUANTITIES PER CAPACITY IN TONS Reference No. Description 'h &'/z 1 1 1 1'/z 1 2 1 3 1 4 t5&6 1 8 1 10 903 Bronze Bushing in Handwheel Cover .............. 1 1 1 1 1 1 1 1 905 Load Chain Guide /Stripper ....... . ............... 1 1 1 1 1 1 1 1 906 Bronze Bushing for 959 ......................... 1 1 1 1 1 1 1 1 907 Bushing 935 ... ............................... 1 1 1 1 1 1 1 1 908 Pawl Snap Ring ............................... 1 1 1 1 1 1 1 1 909 Cotter Pin 135 - .31.2.00 ... . ....... . ............. 1 1 1 1 1 1 1 1 910 Pawl Spring ... ............................... 1 1 1 1 1 1 1 1 911 Bronze Bushing for 974 ......................... — — 1 1 1 1 1 1 912L Large Separator Stud .................. . ........ — — 1 1 1 1 1 1 912S Small Separator Stud ........................... — — 3 3 3 3 3 3 914 Hand Chain Guide ............................. 2 2 2 2 2 2 2 2 916 Handwheel Threaded Insert ...................... 1 1 1 1 1 1 1 1 918 Spindle ....... ............................... 1 1 1 1 1 1 1 1 919 Gear & Pinion Shaft ............................ 1 2 2 2 2 2 2 2 C920G Internal Gear Frame .......... . ............... „ 1 1 1 1 1 1 1 1 C920H Handwheel Side Frame ......................... 1 1 1 1 1 1 1 1 921 Pinion Cage ... ............................... 1 1 1 1 1 1 1 1 922 Needle Bearings for Gear & Pinion ................ 2 4 4 4 4 4 4 4 923A Pawl ......... ............................... 1 1 1 1 1 1 1 1 925 Adjustable Check Washer ................... . .. . 1 1 1 1 1 1 1 1 927 Gear & Pinion ........................... ... ... 1 2 2 2 2 2 2 2 928 Handwheel .... ............................... 1 1 1 1 1 1 1 1 929 Load Sheave .. ............................... 1 1 1 1 1 1 1 1 930 Gear Cover .... ............................... 1 1 1 1 1 1 1 1 931 Drive Pin ...... ............................... 1 1 1 1 — — 1 — 934 Brake Disc, Per /Pair ............................ 1 1 1 1 1 1 1 1 935 Ratchet with 907 Bushing ....................... 1 1 1 1 1 1 1 1 937 Hand Chain ... ............................... 1 1 1 1 1 1 1 1 938 Load Chain .... ............................... 1 1 1 1 1 1 1 1 939 Thrust Bearing . ............................... — — — — 1 1 1 1 940 Bottom Hook ... ............................... — — — — 1 1 1 1 H/L Hook Latch .... ............................... 1 1 1 1 1 1 1 1 945 Idler Sheave Bearing B2620 ..................... — — — — 1 1 2 3 C948 Bottom Hook Assembly ................ . ........ 1 1 1 1 — — — — Thru Bolt & Nut . ............................... 4 4 4 4 — — — — 952 Bottom Block, Crosshead or Plug ................. 1 1 1 1 1 1 1 1 956 Top or Bottom Idler Sheave ...................... — — — — 1 1 2 3 957 Top Yoke or Load Bar Pin ....................... 1 1 1 1 1 1 1 1 958 Swivel Bolt .... ............................... 2 2 2 2 — — — — 959 Pinion Cage Bearing Block ...................... 1 1 1 1 1 1 1 1 960 Load Sheave Shaft Bearing ...................... 2 2 2 2 2 2 2 2 966 Load Sheave Shield ............................ 1 1 — — 1 1 1 1 968 Handwheel Cover with 903 Bushing ..... . .. . ...... 1 1 1 1 1 1 1 1 974 Load Shaft, Splined ............................ 1 1 1 1 1 1 1 1 975 Snap Ring for 985 Sheave Axle ................... — — — — 2 2 4 6 980 Load Bar ...................... :.............. 1 1 1 1 — — — — 981 Flanged Bushing .............................. 2 2 2 2 — — — — 982 Cross Piece ... ............................... 2 2 2 2 — — — — 983 Plain Trolley Side Plate, Geared Unit Qty. — ( ) ...... 4 (2) 4 (2) 4 (2) 4 (2) (1) (1) (1) (1) 983G Geared Trolley Side Plate ....................... 2 2 2 2 1 1 1 1 984 Locking Collar .. ............................... 2 2 2 2 — — — — 985 Top or Bottom Sheave Axle ...................... — — — — 1 1 2 3 906A Handwheel Shaft Support (Long) .................. 1 1 1 1 — — — — 906B Handwheel Shaft Support (Short) ................. 1 1 1 1 — — — — 9103 Equalizing Pin(s) .............................. — — — — 1 1 2 1 9104 Adjusting Washer .............................. — — — — 22 27 32 24 9106 Handwheel Shaft Support (Long) .................. — — — — 1 1 1 1 9107 Ball Bearing ... ............................... 8 8 8 8 — — — — 9108 Geared Trolley Wheel .......................... 2 2 2 2 2 2 2 2 9109 Plain Trolley Wheel, Geared Unit Qty. — ( ) ......... 4 (2) 4 (2) 4 (2) 4 (2) 4 (2) 4 (2) 4 (2) 4 (2) 9110 Axel .......... ............................... 4 4 4 4 4 4 4 4 9111 Pinion Gear & Shaft ............................ — — — — 1 1 1 1 9111A Pinion Gear Only ... . .......................... 2 2 2 2 — — — — 9112 Adjustable Bearing Nut . . .......... . ............. — — — — 4 4 4 4 9116 Timken Bearing Cone ........................... — — — — 8 8 8 8 9117 Timken Bearing Cup ............................ — — — — 8 8 8 8 9118 Bearing Spacer C23855 C23854 ............ 20 20 12 12 4 4 4 4 9120 Trolley Handwheel ............................. 1 1 1 1 1 1 1 1 9121 Trolley Handwheel Swinging Guard ................ 1 1 1 1 1 1 1 1 9211 Pinion Shaft ... ............................... 1 1 1 1 — — — — 9215 Side Plate Spacers ............................. 28 28 38 38 — — — — 9942 Top Connecting Yoke ........................... — — — — 1 1 1 1 SPECIAL FASTENERS (NOT SHOWN) 999 Gear (930) & Handwheel (968) Cover Screw ........ 8 8 8 8 8 8 8 8 44— .25 —.50 with Washer 3—.25 ............................. 8 8 8 8 8 8 8 8 8 8 PART PRICES ON REQUEST — CONTACT FACTORY. CHESTER HOIST LISBON, OHIO U.S.A. 44432 ® PHONE (330) 424 -7243 e FAX (330) 424 -3126 Page 4 SECTION AT/ 3 &4TON 5&6TON 8TON T -9109 T -9109 - - — T -9109 C -983 C -983 - = � �'� - � — C -983 T -9111 -- — -- - - - - -- — — -- - — — C -9942 C -975 --- - - - - -- C -9942 C -938 C -9942 C -956 + C -956 i C -945 C -938 + C-945 C -985 C -945 �. C -985 I C -956 C -985 C -952 C- 938 —{ C -952 + C -975 a C -945 C -939 mr C-931 C -985 C-975 C -945 H/L C -952 C -939 C -985 H/L C -939 f. C -940 / C -940 H/L " / C -940 \ - T -9109 C -983 C -9942 C -985 C -945 C -956 C -938 C -931 C -985 C -945 C -940 .l eki 75 52 139 L T -9116 T -9117 T -9112 PLAIN PLAIN T -9108 GEARED T -9118 T -9106 T -9120 T -9111 T -9121 T -9110 T -9836 ICI T -937 --7 I 3 thru 10 TON End View 1/1h INSPECTING THE HOIST Following procedure is recommended for a thorough inspec- 4. Try out the brake, and check if it is holding load at all tion of the hoist. Parts can be identified by referring to Fig. positions, by operating the hoist with and without load. 1, page 2. 5. Remove handwheel cover and handwheel, and check the 1. Inspect bottom hook. Determine if hook may have been action of the load brake pawl. Determine that it engages stretched. Check bolt attaching bottom yoke to chain, properly with the ratchet. Inspect pawl spring and ratchet tighten securely. for wear. Check the distance between pin No. 909 and 2. Inspect load chain for wear. Check all inter -link points. check washer No. 925, against the minimum required dis- tance of inch. Measure gauge length of chain at several points, and com- pare with dimensions shown in chain chart on Page 2. In- 6. Remove spindle and examine pinion teeth, brake wash - creased length will indicate that the chain has been over- ers No. 934, and ratchet for excessive wear, loaded and stretched, or that excessive wear is taking place. 7. Remove gear cover and inspect all gearing. Check for broken teeth and for excessive wear in the internal gear No. 3. Inspect pockets of load sheave for evidence of wear. 920 -G and the combination gear and pinion No. 927. Check engagement with load chain for proper action. CHESTER HOIST a LISBON, OHIO U.S.A. 44432 e PHONE (330) 424 ®7243 e FAX (330) 424 ®3126 ` '' SUSPENDED, SECTION EXTENDED HANDWHEEL, 1 SERVICE INSTRUCTIONS AND MAINTENANCE MANUAL A Lockout/Tagout policy and procedure shall be implemented by the owner or user of all hoists. MAKE A COMPLETE INSPECTION of the hoist at regular and frequent intervals. See ASME B30.16 for inspection criteria and record keeping requirements. LUBRICATE AS RECOMMENDED, as often as may be necessary. AVOID OVERLOADING and impacting. Use only with loads within the rated hoist capacity, and avoid sudden stops and jerking in raising or lowering. Both are dangerous and destructive, and will shorten the working life of the hoist. LUBRICATING THE HOIST Ordinarily only the load chain will require any periodic lubrication. Chester Zephyr hoists have been thoroughly lubricated and tested when they leave the factory. Normally, factory lubrication within the completely enclosed covers will (1) BRAKE It should be immediately noted in connection with lubrication of the hoist that the brake requires none at any time. It is advisable, ( though, to coat the square thread lightly with bearing grease at reassembly. (2) NEEDLE BEARINGS Lubricate with an NLGI Grade 2, complex lithium based grease with E.P. additive after prolonged use or at reassembly. (3) GEARS Use NLGI Grade 2, complex lithium based grease with E.P. additive. Lubricate gears after prolonged use or at reassembly. last throughout the working life of the hoist. However, the lubricant will melt and escape if the hoist is subjected to very high temperatures. Should this happen the lubrication must be renewed as recommended below. (4) LOAD CHAIN Useful load chain life can be appreciably increased by immersing chain in oil at frequent intervals. Unlubricated chain wears rapidly from friction with the pocket wheel as well as with its own links. Immerse in container of oil with an E.P. additive as often as necessary or swab with oil soaked rag. Wipe off excess oil. This will maintain the chain in a lubricated and rust free condition. If oil is objectionable, or not practical, a bond- ed lubricant such as Dow Molykote M -88 may be used. Consult your local oil dealer in regard to recommended grades of lubrication. CAUTION: MAKE NEEDED REPLACEMENTS IMMEDIATELY. If hooks are badly stretched or worn, replace with new ones. Obviously worn or stretched chain should also be replaced immediately. Do not anneal Chester Zephry load chain. It has been heat treated and will not work - harden. Do not use hoist if the load chain is fouled by rust or other foreign substances. Chester load chain will wear well if kept lubricated. Replace the load sheave when both ends of each pocket become excessively worn. If only one end of pockets shows wear, reverse the load sheave. If load sheave is replaced, do not use stretched or badly worn chain in new load sheave pockets. Replace any badly worn or damaged brake assembly washers, pawl or pawl spring. Adjust check washer No. 925 if substantially greater than '/4 inch throw is measured. ASSEMBLY PROCEDURE Reassembling the Zephyr Hoist Mechanism after complete tear -down. Assemble ball bearings No. 960 in internal gear frame No. 920 -G and handwheel frame No. 920 -H. Place load shaft No. 974 in internal gear frame bearing, with small splined end toward internal gear. Assemble bearings No. 922 in gear- and - pinion No. 927. Assemble gear- and - pinion inside pinion cage No. 921 and place cotter in axles No. 919. CHESTER HOIST 9 LISBON, OHIO U.S.A. 44432 9 PHONE (330) 424 -7248 9 FAX (330) 424 -3126 Assemble bearing No. 906 in pinion cage bearing block No. 959, and press pinion cage bearing block into pinion cage. Assemble pinion cage complete with gears on splined load shaft. Line up the set -screw hole in pinion cage with hole in load shaft. Now, time the gears. Locate punch marks on gears as shown in Fig. 2. Theses marks must be directly opposite each other as indicated, for proper timing. FIG. 2 After gears are properly installed, press pinion cage with gears completely onto the load shaft, and secure with square - head setscrew and lock nut. Assemble load sheave No. 929 on load shaft No. 974 with combination stripper and load chain guide No. 905. Align stripper with studs on internal gear frame and press on as one assembly. Spacing of studs assures location. Next, assemble pawl spring No. 910 and pawl No. 923 on handwheel frame stud and fasten with pawl retaining snap ring. Assemble handwheel frame to internal gear frame, and in- stall top hook No. 913 before pressing frame over separator studs. Fasten with four nuts and lock washers, making sure the tail of the pawl spring No. 910 is anchored under the nearest separator stud nut. NOTE: A hoist in which load suspension parts have been altered, replace( 9 DO'S READ ASME B30.16 SAFETY STANDARD FOR OVERHEAD HOISTS 1. CHECK lubricant before operating the hoist. 2. EXAMINE hoist before each shift. CHECK for damaged hooks or chains, also make sure the hoist is properly secured. Make sure your hoist is kept clean and well lubricated. 3. CHECK daily the chain for improper seating, twisting, kinking, wear or other defects before operating the hoist. If these are not checked, the chain may break under a normal load. 4. BE SURE there are no objects in the way of a load or hook when moving the hoist on the trolley. 5. MAKE SURE a load clears neighboring stock piles or machinery when raising or lowering the load. 6. CENTER hoist unit over the load before lifting. 7. AVOID swinging of load or load hook when traveling the hoist. 8. PROPERLY secure outdoor hoist when unattended. 9. KEEP load block above head level when not in use. 10. BE SURE the sling is properly seated in the saddle of the hook. Tip loading leads to spreading and possible failure. Hook latch should not support any part of the load. 11. DO lift a load only a few inches then check load balance and brake operation before proceeding. Run spindle No. 918 through load shaft. Spindle will fall in place and may be turned easily if gears are properly timed. If spindle cannot be turned, or locks, gears are out of time and the timing operation will have to be repeated. Proceed with assembling the brake parts. Place one brake disc No. 934 over the threaded end of the spindle No. 918 and follow with the ratchet No. 935 and another brake disc No. 934. Fit the end of the pawl into the ratchet teeth. Rotate handwheel and nut clockwise on spindle and tighten. Assemble check washer No. 925 on splined hub of part No. 916 making sure that lug on splined ring is 1/4 inch minimum to right of hole in spindle. Insert drive cotter pin. Try handwheel release, and if it releases hard, increase the gap between drive pin and check washer lug by one tooth. Keep the gap to a minimum. Handwheel nut No. 916 must not tighten against the drive pin when releasing. Assemble bearing No. 903 in handwheel cover No. 968. Assemble hand chain No. 937 in handwheel cover. Assemble handwheel cover to frame, and fasten with four round head screws and lock washers. Reeve the hand chain on handwheel with the welds up in the grooves. Apply and close open link. Now, reeve load chain in load sheave, again with the side opposite weld of each link riding in the groove. First and last links of chain must be in vertical position. Test reeving by pulling on hand chain. Excessive hand chain pull will indicate load chain is not properly set in load sheave pockets. Remedy by backing load chain off and reeving again. Con- tinued hand chain pulling will cause chain to ball, with serious damage to chain and cover. Finally, fasten dead end of load chain to combination stripper and dead support No. 905 with bolt nut and lockwasher. Lubricate gears as recommended on page 1, and assemble gear cover No. 930 on internal gear frame. Fasten with four round head screws and lock washers. or repaired should be load tested at 100% of rated capacity perASME 830.16. WTS 1. NEVER lift a load with hoist until all personal are clear. 2. DO NOT allow any unqualified personnel to operate hoist. 3. AVOID collisions or bumping of hoists. 4. DO NOT transport load over personnel. 5. NEVER carry personnel on the hook or the load. 6. DO NOT operate hoist if you are not physically fit to do so. 7. NEVER pick up a load beyond the capacity appearing on the hoist. 8. DO NOT tamper with any parts of the hoist unless you are a qualified maintenance man. 9. NEVER use the hoist chain as a sling. 10. DO NOT use chain as ground for welding. NEVER touch the welding electrode to the chain. 11. DO NOT divert attention from load while operating hoist. 12. DO NOT leave a load suspended in the air at the end of a work shift, or for extended periods of time and DO NOT leave a load unattended during regular working hours. 13. DO NOT tip or "point" load a hook. 14. DO NOT operate a hoist in need of adjustment or repair. 15. DO NOT operate a hand hoist with power or more than one operator. 16. DO NOT operate a hoist that has been tagged out of service. CHESTER HOIST • LISBON, OHIO U.S.A. 44432 9 PHONE (330) 424 -7248 9 FAX (330) 424 -3126 RECOMMENDED PRACTICES HAND CHAIN MANUALLY OPERATED CHAIN HOISTS �. >ause the manufacturer has no direct control over the hoist and its operation, conformance with good safety practice is the responsibility of the user and operating personnel. ANSUASME B30:16 has been used as a guide in preparing this list of SHALL's and SHALL NOT's. Ask your supervisor for a copy. Each is identified according to ANSU NEMA Z535.4 with either the signal word CAUTION or WARNING to indicate the degree of seriousness. s,' WARNING Improper operation of a hoist can create a potentially hazardous situation which, if not avoided, could result in for serious injury To avoid such a potentially hazardous situation, the operator shall: i 1. NOT operate a malfunctioning or unusually perfuming hoist: 2. NOT operate the hoist until you have thoroughly read and understood the manufacturer's Operating and Maintenance instructions or Manuals. 3. NOT operate a hoist which has been modified without the manufacturer's approval or certification to be in conformity with applicable OSHA regs. 4: NOT lift or pull more than rated load for the hoist.. 5. NO use damaged hoist or hoist that is Not working property. .6. N9T use hoist with twisted. kinked, damaged, or worn load chain. 7:. NOT use the hoist to lift, support, or transport people. 8. LQT lift loads over people and make sure all personnel remain clear of the supported load. 9 VOT attempt to lengthen the load chain or repair damaged load chain. 1 10. Protect the hoist's load chain Rvm weld splatter or other damaging. contaminants. 1 I . NOT use load chain as a sling or wrap load chain around load. 12. NOT apply the load to the tip of the hook or to the hook latch. 13. NOT apply load unless load chain is properly seated in the chain wheel(s) orsprocket(s). 14. ITT apply load if bearing prevents equal loading on all load supporting chains. 15. NOT operate beyond the limits of the load chain travel. 16. NOT leave load supported by the hoist unattended unless speeif[c precautions Have been taken. 17: NOT allow. the chain or hook to-be used as an electrical or welding ground. ' 18. NOT allow the chain or hook to be touched by a live welding. electrode. 19. NOT remove or obscure the warnings on the hoist. 20. NOT operate'a hoist which has NZ been securely attached to a suitable support: 21. NOT operate a hoist unless load slings or other approved single attachments are property sized and seated in the hook saddle. 22.. 1` i operate a hoist when it is restricted from forming a straight line from hook to hook in the direction of loading. 23. - jjQT lift loads that are M balanced- and -that the holding actim-is_- M securc, taking up stack carefully. 24.(. ' 1T operate a hoist unless all persons are and remain clear of the' :ported load Z5. Report maUunetions or unusual performances of a hoist; after it' has been shut down unfit repaired. Z6. M operate a hoist on which the safety placards or decals are missing or illegible. ►.7. be familiar with operating controls, procedures,: and warnings:' ! CAUTION Improper operation of a hoist can create a potentially hazardous situation which, if not avoided, could result in nlLnor or nuxlevate injury. To avoid such a potentially hazardous situation, the operator shall: 1. Maintain a fum footing or be otherwise secured when operating the hoist. 2. Aleck brake function by tensioning the hoist prior to each lift or, pulling operation. 3. Use hook latches. Latches are to retain slings, chains, etc. under slack conditions only. 4. Make sure the hook latches are closed and not supporting any parts of the load. 5. Make sure the bad is free to move and will clear all obstructions. 6. Avoid swinging the load or hook. 7. [aspect the hoist regularly, replace damaged or evom parts, aW keep appropriate records of maintenance. 8. Use the hoist manufacturer's recommended parts when repairing the unit. 9. Lubricate load chain per hoist manufacturer's recommendations. 10. NOT use the hoist load limiting or warning device to measure . load. IL NOT operate except with manual power 12. NOT permit more than one operator to pull on a single hmtd.chain- at the same time. More than one operator is likely to cause hoist overload: 13. NOT allow your attention to be diverted from operating the l oist 14. NOT allow the hoist to be subjected to sharp contact with other hoists, structures, or objects through misuse. 15. NOT adjust or repair the hoist unless qualified to perform such.. adjustments or repairs. I DI Under no circumstances does'the Hoist Manufacturers Institute (HMI) assume any liability for the use of these voluntary.. recommendations, and no warranty whatsoever is made in connection with them. The recommendations do not take precedence over existing plant . safety rules and regulations, OSHA regulations or instructions issued by the Hoist Manufac- turer. It is the user's intent to absolve and protect HMI fi=u any and all liability, in tort or otherwise. m 1' THIS ENVELOPE CONTAINS IMPORTANT O' 1 INSTALLER: USE THE INFORMATION IN THIS PACKET TO INSTALL THE UNIT AND AFFIX THIS PACKET ADJACENT TO THE UNIT AFTER INSTALLATION IS COMPLETED. USER: KEEP THIS PACKET OF INFORMATION FOR FUTURE REFERENCE. SERVICER: USE THE INFORMATION IN THIS PACKET TO SERVICE THE UNIT AND AFFIX THE PACKET ADJACENT TO THE UNIT AFTER SERVICING IS COMPLETED. LITERATURE ASSEMBLY PACKET NO. 4$Hii40p1671 REV. C, Rllllllilllllllllll 48HG501677 REV. - (90/9) L00-0£9 "oN 601eIe0 -14mieM }uawdmbe ko}oel spi wai cede pue ejejedes aq pegs joealuoo ao juaweeibe gonS •asegoind jo owi; le japes agl g6nojgj juaweeift aoinlas a Aq paaanoo aq Aew 14ue»em sig1 ui papnjoui jou se6aego aogel aagjo ao eouuaS -aawao Aq palaubisep ao pailddns sped of saildda Aluo pua `nannaH pua apauao `sams paiiun ilewaulwoo au} jo saiaa -punoq aqj uigj!m papajsui sionpoid iaiaaao of Aluo saildda Aluaaaann sigl -uoilpia}liR io luepiooa `loal6ou `esnga `esnsiw of paloof -qns uaaq saq joaaaq} jjad Aua jo }onpoid aauaao aqj j! Aidda IOU saop Aluaaaann sigl -sluauodwoo jo spud ani}oa}ap 6uioaldaa aol joqul ¢o isoo eqj apnloui I! saop aou `s1lao aoinaas ao sluawisnfpa Awe ao} aogal }o Isoo aql aanoo IOU saop Aluaaaann sigl SN0111ONO3 -I`d 3 3!D -Aluaaaann aaaA-jsaij eqj }o pua eqj jo alap eqj woe} pouad aaaA-auiu a 6uianp ewil Aue ja digsuawNionn ao Iaualaw ui anIJoaJap anoad pegs aa6uegoxe 1aaq pins j! aabuagoxe jaaq }uawaoaldaa -e Aiddns lags am `molaq paipluepi }onpoid aqj jo :aad FeAajui ua sa pailddns si aa}aaq PeAksa6 a WOW — Md1d N0113310kid ti3JNHH3X3 _LV3H -aoingialsip peziaoglna sli pua ijo}oLj aql uoannlaq aossaidwoo -colon 011awaaH eqj aoj uoelg:aodsuaa} nnolla ll!m aaiaaao -nnolaq peijiluepi jonpoid eqj ui Aluo aossaidwoo -aoloW 0110waaH aqj 01 XJuaaaann aaaA-Isai} eqj 10 pug aqj }o alap wojl scam( inol jo} saildde AluaJaann sigl — NV-ld N0113310ad H0SS3Hdw03-Ej0JL0jM -AjuLwem sigl jo ped Aus ui papnjoui IOU aaa goignn sJaiJp- JaIIil pua sjoig iie `Iuaja6ia}aa 6ui}deoxe molaq paijijuepi lonpoid jauaao eqj ui sluauodwoo pup sliad lla of `aailaaa si aanagoignn `}uaw -digs 10 a}ap woe; sgluow 81. ao uoilaaado lei}iui jo alap woal aaaA auo ao} saildda fi4uaaaann sigl — A1NVEIEI AA HV3A 1Sa1d 3`)Vd3A03 d0 a0lH3d _iJOJOBJ J91JJ130 .8.0.E `an110018p aq o} nnogs llaqs uoiloodsui .ino goignn `Ioaaagl uoi�od ao � lgwassa `fed 8n110818p aq} col juawaoaldaa a 6ui� lddns ao 6uiaiedaa o� pa }iwi� aq O�ags uoija6 -!Iqo in0 •eoi/uas pua asn Iawaou aapun digsuaw�ionn pua lauapaw ui sloalap woj aaaj aq of s}onpoid aaiaaeo pa juaaaann 2/N J. MUMS AINVUHM lVH3 3J "'A/' I ` 010 / i / i' vjjv Carrier Warranty , , , Obligations of Purchaser (not included in this warranty): 1. Failure to start due to voltage conditions, blown fuses or other damage due to inadequacy or interruption of electrical service. 2. Filter replacement or cleaning of evaporator coil, condenser coil or heat exchanger. 3. Damage due to freezing of water, inadequate or interrupted water supply, use of corrosive water or rearrangement of plumbing system. 4. Failure resulting from overfiring, use of incorrect fuel, and improper burner or control adjustments. 5. Damage caused b accident, misapplication, abuse, alteration, tampering or servicing by other than an authorizeYagency. 6. Damage resulting from use of equipment in corrosive atmosphere. 7. Damage due to improper service or lack of proper maintenance. Name of Owner Address of Installation Unit Model Unit Serial No. Installed by Date of Installation :(papaau M 4318)IS :s;uawwo3 /uoljdlaosaa walgoad (t7oi9) V96 -a �saw!j Auew moq say( JI saA ❑ ON ❑ �ajojaq ueas uaaq walgojd s!q} seq `say(1I sa'k ❑ ON ❑ 6unj pue pe }s of euigoew aqj jo} jap.io ui pa.ilnbaa sa!edaa aaaM :uoliewao;ul n -veiS :epoo d!Z :01elS :apoo d!Z :01eIS :91e(] :eje0 dn-ijeiS :'ON leuaS : -ON IaPOA :Aalunoo :Al!o :ssaappy :aweN :uollewao;ul 51IS qor :aolnquls!Q :Aalunoo :ssaaPPV I!ew -3 :-ON auogdalal :Al!o :ssaappy :Auedwoo :aweN :waif 'AIq!6al luud aseald •punol s! Aoua!o!lap a aw!j Aaana liodaj s!y} ajaldwoo aseald 'tiessaoau J! 14018NS e asn •uo!}duosep pildxa `ajaldwoo e GA15 `Iu6u auj of eaae eqi bu!sn •waoj s!ul ino ll!j aseald `uo!lelle}sui jo aw!l eqj le punoj aae sa!oua!o!lap juawd!nbe Aue jI — SN011onalSNI (aalue(poloealuoo 5u!Ilelsul Aq pajaldwoo eq ol) la0d3a 30 31a3dX3 ®1314 JLD BACK ALONG THIS LINE AND SEAL THIS END ONLY OPEN ON THIS END BUSINESS REPLY MAIL NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES POSTAGE WILL BE PAID BY — CARRIER AIR CONDITIONING CARRIER PARKWAY P.O. BOX 4808 SYRACUSE, NEW YORK 13221 FOLD BACK HERE INSTRUCTIONS If any equipment deficiencies are found at the time of installation, fill out the reverse side of this form giving a complete, explicit description. Use sketch if necessary. Make out and mail a report every time a deficiency is found. INSTALLATION INSTRUCTIONS FOR UNIVERSAL DUCT SMOKE DETECTORS MODEL 2650 -560 Ionization MODEL 2650 -561 Photoelectric PRODUCT APPLICATION: The Firex Series Duct Smoke Detectors provide early detection of smoke and products of combustion present in air moving through an HVAC duct in commercial, industrial and residential applications. These devices are designed to prevent the recirculation of smoke in areas by the air handling systems, fans and blowers. Complete systems may be shut down in the event of smoke detection. NOTE: For the correct installation of a duct smoke unit, please refer to the NFPA 72E (Standard for Automatic Fire Detectors), NFPA 90A (Standard for Installation of Air Condition and Ventilation Systems) and NFPA 92A (Recommended practice for smoke control systems.) This detector is not intended for open area protection nor should it be used for early warning detection or replace a regular fire detection system. Invensys provides a special U.L. 50 listed, NEMA 3R rated weatherproof enclosure separately (Model 0590) which should be used in appropriate outdoor applications for protection from the elements. Other installations above the roof line (attics, ,banjo type roofs, etc.) do not require our special Model 0590 weatherproof enclosure as long as the Invensys duct smoke detectors are not exposed to dripping water or other environmental elements. Our Model 0590 weatherproof enclosure should be used in all applications where environmental elements are a concern or local code requires a weatherproof enclosure for proper installatom. All installations of o:ur duct smoke detectors and weatherproof enclosures should be done in accordance with all applicable electrical and building codes.`' PRODUCT DESCRIPTION: The Firex Smoke' Detector is fitted with a mounting base that will accept an Ionization Detector Head Model' #2850 -450 (component art; number 55000- 225APO), or Photoelectric Detector Head Model # 2850 -550 (component part numbe €55000- 328APO). Both of these detectors incorporate a fiashing LEG feature that indicates the detector is operating normally. Alternatively, the Firex Smoke Detector is also compatible with Ionization Detector Head Model #2850 -250 (component part number 55000- 250APO), or Photoelectric Detector Head Model # 2850 -350 (component part number 55000- 350APO). These models do not incorporate the flashing LED feature. THE TROUBLE CONTACTS (TERMINALS 13- 14 -15) ARE SHOWN IN THE NON - ENERGIZED CONDITION. The trouble contact will not operate in the event of a smoke alarm. The Firex Duct Detector models 2650 -560 and 2650 -561 will operate on one of the following input voltage sources: 24VAC, 24VDC, 115VAC and 230VAC. The duct smoke detector units are designed to operate in duct widths from 6 inches to 10 feet wide with an air velocity between 500 and 3000 feet per minute. To verify correct installation, the pressure differential between the input and exhaust tubes should be measured using a Magnehelic pressure gauge or equivalent. An acceptable reading must be between 0.01 and 1.2 inches of water. To minimize the impact of air turbulence and stratification on performance, a duct smoke detector should be located as far as possible downstream from any obstruction (i.e. deflector plates, elbows, dampers, etc.). In all situations, confirmation of velocity and pressure differential within specifications is required. SAMPLING TUBES: The principal of operation of a duct detector is based on the Venturi effect. Two tubes extend into the HVAC duct. Air flowing through the duct is forced into the air intake tube via the air intake holes, and passes over the detector head. The air will be drawn out via the exhaust tube back into the HVAC duct. (7" exhaust tube provided in the installation kit.) When the particles of smoke suspended in the air stream reach the alarm threshold of the detector head, the unit will go into alarm. REMOTE ACCESSORIES: i wdible and visual alarm indicators, remote status indicators and remote reset/test switches can be accommodated by the Firex Duct units by connecting to the D.C. voltage output terminals 16 through 20 (see page 6 for details). These terminals are not supervised and the current will only be present when the detector unit is in alarm. The remote pilot LED will be permanently illuminated when connected to the output terminals. Form AP -225 A040712 DUCT SMOKE DETECTOR LOCATION PRE - REQUISITES: This guideline contains general information on duct smoke detector installation, but does not preclude the NFPA documents listed. I Invensys Company assumes no responsibility for improperly installed duct detectors. To determine the correct installation position for a Firex Duct Smoke Detector, the following factors must be considered. 1) A uniform non - turbulent airflow of between 500 ft/min to 3000 ft/min. must be present in the HVAC duct. To determine the duct velocities examine the engineering specifications that define the expected velocities or use an Alnor model 6000P velocity /meter (or equivalent). 2) To minimize the impact of air turbulence and stratification on performance, a duct smoke detector should be located as far as possible downstream from any obstruction (i.e. deflector plates, elbows, dampers, etc.). In all situations, confirmation of velocity and pressure differential within specifications is required. The pressure differential between the input sampling (high pressure) tube and exhaust (low pressure) tube for the duct detector should be greater than 0.01 inches of water and less than 1.2 inches of water. 3) Identify a code compliant location (supply or return side, or both) for the installation of the duct unit that will permit easy access for viewing and serviceability. 4) When installing on the return side, install duct units prior to the air being exhausted from the building or diluted with outside "fresh" air. 5) When installing duct smoke units downstream of filters, fires occurring in the filters will be detected, but if the filters become blocked, insufficient air flow through the duct unit will prevent the correct operation of the duct detector. Duct units installed in the supply air side may monitor upstream equipment and /or filters. 6) Where possible, install duct detectors upstream of air humidifies and downstream of dehumidifiers.. 7) To prevent false alarms, the duct detector should not be mounted in areas of extreme high or low temperatures, in areas where high humidity exists or in areas where the duct may contain gases or excess dust. Tube Support Hole Only for Ducts Greater than 3 Feet Wide Bend or Other Obstruction 6 Duct Widths Minimum (Recommendation) Air Flow Insert Red Stopper This End of Inlet Tube Inlet Tube Holes Face Air Flow Set Screw Air Flow Duct Width Direction Exhaust Tube Installed Downstream of Air Flow Do Not Insert Red Stopper SAMPLING TUBE ASSEMBLY: Sampling tubes are to be ordered separately in one of the 3 standard lengths. 0532 For duct widths of 1.0' TO 2.5' 0533 For duct widths of 2.5' TO 5.0' 0534 For duct widths of 5.0' TO 10.0' The standard sampling tubes are steel tubes with air intake holes drilled down the entire length of the tube. These tubes must be cut to length and must span the entire width of the duct. Sampling tubes over 3.0 feet must be supported on the opposite side of the duct. To ensure the correct operation of the sensing tube, the red end cap (red stopper in installation kit) must be inserted in the end of the air intake sampling tube. Once the airflow direction has been determined, insert the inlet and exhaust tubes into the sampling tube connectors fitted to the back of the duct smoke detector which are equipped with set screws. These connectors will allow the tubes to be correctly oriented and secured by tightening the set screw. Ensure air intake sampling tube is positioned so that the inlet holes are facing the airflow. Form AP -225 A040712 DUCT PREPARATION: For ease of duct unit installation, remove mounting template from the installation kit. Remove paper backing from the mounting template and affix it to the duct at the desired location, Using the template as a guide, drill 4 mounting holes (3/32" diam.) for the 12 X 1/2" sheet metal screws packaged in the installation kit. Drill or punch 1 3/8" holes for sampling tubes, using the template as a guide. Clean all holes. MOUNTING DUCT SMOKE DETECTOR: After securing the sampling tubes to the duct smoke unit, or initially placing the tubes through the 1 3/8" holes drilled or punched in the HVAC duct to accept the sampling tubes and then attaching them to the duct unit. Hold the duct unit assembly in position, and using 4# 12 X 1/2" sheet metal screws (Packaged in the installation kit) secure the duct smoke detector to the HVAC duct sheet metal work. AIR SAMPLING VERIFICATION: To ensure correct operation of the duct unit, use a Magnehelic differential pressure gauge or Dwyer model 4000 to determine the differential pressure between the inlet and exhaust tubes. The differential pressure between the two tubes should be greater than 0.01 inches of water and less than 1.2 inches of water. AMMMIRM 6 WIRING: Prior to connecting power to the Firex 2650 -560 and 2650 -561 duct units, determine the correct input voltage and ensure it is connected to the correct terminals. (Refer to power connections) 24VAC /DC,Terminals 5, 6 ; 115VAC, Terminals 1, 2, 3 ; 230VAC, Terminals 1, 2, 4 POWER CONNECTIONS: 24VAC /DC INPUTS Terminals 5,6 24VAC 50/60 HZ 0.2A MAX 24 VAC OPERATION See Power Connections 115V AC. INPUT Terminals 1, 2, 3. 115VAC 50/60 Hz 0.1A MAX G N H 1 2 3 115 VAC OPERATION ALARM ALARM *TROUBLE CONTACTS CONTACTS CONTACTS 12A 12A 10A 230V AC INPUT Terminals 1, 2, 4. 230VAC 50/60 Hz 0.1A MAX G H1 H2 1 2 4 230 VAC OPERATION REMOTE ACCESSORIES 2 3 4 5 6 7 8 9 10 11 12 13 1414 II-15 16 17 18 19 20 LX FIREX DUCT SMOKE DETECTO *TROUBLE CONTACTS ARE SHOWN IN NON-ENERGIZED CONDITION, NORMAL OPERATION CONTACTS WILL BE REVERSED Form AP -225 A040712 3 DUCT PREPARATION: For ease of duct unit installation, remove mounting template from the installation kit. Remove paper backing from the mounting template and affix it to the duct at the desired location. Using the template as a guide, drill 4 mounting holes (3/32" diam.) for the 12 X 1/2" sheet metal screws packaged in the installation kit. Drill or punch 1 3/8" holes for sampling tubes, using the template as a guide. Clean all holes. MOUNTING DUCT SMOKE DETECTOR: After securing the sampling tubes to the duct smoke unit, or initially placing the tubes through the 1 3/8" holes drilled or punched in the HVAC duct to accept the sampling tubes and then attaching them to the duct unit. Hold the duct unit assembly in position, and using 4# 12 X 1/2" sheet metal screws (Packaged in the installation kit) secure the duct smoke detector to the HVAC duct sheet metal work. AIR SAMPLING VERIFICATION: To ensure correct operation of the duct unit, use a Magnehelic differential pressure gauge or Dwyer model 4000 to determine the differential pressure between the inlet and exhaust tubes. The differential pressure between the two tubes should be greater than 0.01 inches of water and less than 1.2 inches of water. WIRING: Prior to connecting power to the Firex 2650 -560 and 2650 -561 duct units, determine the correct input voltage and ensure it is connected to the correct terminals. (Refer to power connections) 24VAC /DC,Terminals 5, 6 ; 115VAC, Terminals 1, 2, 3 ; 230VAC, Terminals 1, 2, 4 POWER CONNECTIONS: 24VAC /DC INPUTS Terminals 5, E 24VAC 24VDC 50/60 HZ 0.2A MAX 0.1A MAX 24 VAC OPERATION See Power Connections 115V AC. INPUT Terminals 1, 2, 3. 115VAC 50/60 Hz 0.1A MAX 1 2 3 115 VAC OPERATION ALARM ALARM *TROUBLE CONTACTS CONTACTS CONTACTS 12A 12A 10A 230V AC INPUT Terminals 1, 2, 4. 230VAC 50/60 Hz 0.1A MAX REMOTE ACCESSORIES 2 3 4 5 6 7 8 JI 9 10 11 12 13 14 III--15 16 17 18 19 20 FIREX DUCT SMOKE DETECTOR *TROUBLE CONTACTS ARE SHOWN IN NON-ENERGIZED CONDITION, NORMAL OPERATION CONTACTS WILL BE REVERSED Form AP -225 A040712 When multiple units are wired in a common function fashion and an alarm or functional test is initiated, all duct unit alarm LED's will be illuminated. In a common alarm state, only the LED of the detector head in alarm will be illuminated, all other head LED's will be off. Nith multiple units connected, a common reset will be achieved by interrupting the supply voltage. REMOTE ACCESSORY WIRING Remote accessory terminals 16 through 20 are not supervised and the output voltage will be present when the duct detector is in alarm or the test/reset switch is operated. 17 BLACK _ 14 BLACK 20 BLACK Negative Negative Negative Red p Yellow. p Green p "Alarm' ) "Trouble" ) "Pilot" ) 16 RED Led 16 RED Led 19 RED Led Positive Positive Positive n BLACK Negative Strobe 18 Black Key or & Push button Horn "testlReser' RED Switch 16 Positive 1g Black For the 0543 & 0544 accessories with a Trouble LED (yellow), a jumper wire must be placed between Terminals 13 and 20. The Trouble LED (yellow) will illuminate when the sensing head of the detector is removed. WRINU OPERATIONAL TESTING: To determine the correct operation of the Firex Duct Smoke Detector, ensure power is connected and the green pilot LED is illuminated. The LED on the detector head of the both the Ionization and Photoelectric models (2850 -450 and 2850 -550) will flash while the unit is in standby mode. The LED on the detector head of the both the Ionization and Photoelectric models (2850 -250 and 2850 -350) will not flash while the unit is in standby mode. The LED on all the above detector heads will be permanently illuminated when smoke is detected and the head is in alarm. With the air handling unit shut down, and the clear cover removed, press and hold the test/reset button on the Firex Duct Unit. The red alarm LED on the circuit board will be illuminated and the alarm relay outputs will change state. Using a multimeter set to OHMS (or continuity buzzer function on the meter) place the meter probes on the following terminals and ensure the contacts are closed (continuity) 8, 9 -11, 12 when releasing the test/reset button these contacts will open. The trouble contacts 13, 14, 15 will not change state in the event of a fire alarm, operational or functional testing. The trouble contacts can be tested by rotating the Apollo detector head counter - clockwise and removing the detector head. This action will extinguish the pilot (green) LED and cause the trouble contacts to change state, 13, 14 will be closed (continuity)14, 15 will be open circuit. Replacing the detector head and rotating it clockwise until it locks, will cause the green pilot LED to be illuminated and the unit will be operational, terminals 13, 14 will be open circuit and 14, 15 will be closed (continuity). FUNCTIONAL TESTING: Once operational testing is concluded the unit requires functional testing to determine the correct operation of the detector head. With the clear cover removed and using the aerosol test smoke (Part Number 565), spray the test gas directly at the detector head from a distance of 12 inches for 2 seconds. CAUTION: SPRAYING FROM A DISTANCE CLOSER THAN 12 INCHES CAN CAUSE DETECTOR CONTAMINATION. After 15 to 20 seconds the detector head will go into alarm, illuminating the detector head LED and causing the duct unit functions to operate, relays will change state and the remote accessories if attached will function. If no test gas is available to conduct the testing, light a piece of clothesline (rope) and blow the flame out, hold the smoldering rope 3 inches from the detector head and blow across the lit area towards the detector head, the alarm indicator will illuminate within one minute, Should testing be required for simulated fire conditions, smoke bombs placed in the duct may not be suited for the particular detector )ead selected and installed. Ionization detector 2850 -450 (or 2850 -250) utilizes a radioactive source as its means of detection and will detect smoke particles of between .1 and 1 micron in size. Photoelectric Detector 2850 -550 (or 2850 -350) operates on the principle of light scatter and will detect smoke particles of between 1 and 10 microns in size. Form AP -225 A040712 5 MAINTENANCE Each installation location must be assessed on its own merits. If the protected area is of a very dirty nature then the Firex Duct units will have to be checked and cleaned on a quarterly basis or when cleaning is required. As a guideline, the smoke detector head should be cleaned every six months or as required. The best methods of cleaning are to vacuum the detector head thoroughly or to blow the detector head out using compressed air. Do not use chemicals to clean the detector head housing as this could contaminate the detector head and damage the casing. Sampling tubes must be inspected and cleaned in accordance with the schedule as determined above, to allow the free flow of air through the sampling tube, Model Number: Smoke Detector Model Number: POWER REQUIREMENTS STANDBY CURRENT 24VAC 35 mA 24VDC 15 mA 115VAC 25mA 230VAC 12mA RELAY CON TACT RATINGS: Alarm contacts: Trouble contacts: PRODUCT SPECIFICATIONS 2650 -560 Ionization 24VAC /DC, 115VAC, 230VAC 2650 -561 Photoelectric 24VAC /DC, 115VAC, 230VAC Ionization Detector (for 2650 -560) 2850 -450 or 2850 -250 Photoelectric Detector (for 2650 -561) 2850.550 or 2850 -350 ALARM CURRENT 24VAC 74mA 24VDC 48mA 115VAC 32mA 230VAC 16mA 2 form "C" rated at 12AMPS @ 120VAC resistive 1 Set form "C" rated at 10AMPS @ 120VAC resistive Air velocity: 500 to 3000ft/min Ambient temperate: Model 2650 -560 32 °F to 155 °F (0 °C to 68 °C) Model 2650 -561 32 °F to 100 °F (0 °C to WC) Humidity: 10% to 85% R.H. no condensation Material: 18GA Steel back box, clear plastic cover Finish: Gray paint Dimensions: L -9 1/8" X W -7 1/4" X H -2 1/4" Max. net wt.: 3 1/2 lbs. Radioactive element: For Firex 2650 -560 (Ionization model) Americium 241, 0.9 micro curie Do not expose to corrosive atmospheres. invensys,N Climate Controls Americas 191 E. North Avenue Carol Stream, IL 60188 USA Technical Service Telephone +1 800 445 8299 E -mail technicalservice @invensys.com www.invensys.com Form AP -225 A040712 6 E'61j 6u!uadojooy papuawwoDay •u!w •u! g s1aqi q linpuoD OIgIx a!q!sa!d N 14611 p!nb!l (VddN iod) I)ap . 3oa an0ge •u! doi uo!sualx3 _ g! Jo •ww siaylo 6q asealg !euo!1dp m qD paluaq = 1mo pap!aM !euo!ldo ° - (VddNjad) 146!aH agnlJaylealq ayl y6na43 a6ieyaS!o 'u! pb wnw!u!W loau=slp 011olow w°11 pa1!M N01-4 0 w� o pauuo�s!o tl£VW3N UOIJBIJBISUI !euo!1dp �y o �Iad1a }I}I MwDs / Ma1o5 1 e31J a ua LU o papaaaLULU03ou 6u!uadojooy Z 151=1 papuawwwa8 az!S ladweo plb /1I puelm° papuawwooa u!q /tl 1!aa °1 °Oa Zdweo s1ay10 •u!w •u! z (10 •u! g /q 6u!11M lid pauuooS!0 01 aolow pa1!M Aohe3 aSe4D U®IJB11BI$UI 1!npuo0 UOUIBIRUGA o I8Jaua!D ManS Ma»S SU01181184sul 'anllejuesaidaa paquaaa!D inoR woal algel!ene si salgeq aoluaedes aalum gj!m dual asuoib leuolldo uy 'juiod uo!joalloo elowei a of enp!saa aq} fumo o} ad!d pue aaldepe ue jo asn ao gbnoal aql aapun Rl}oaa!p aauleluoo e Jegj!a `papinoid aq lsnw onlopa.i s!qj Jo uolloelloo jol sueow awog 'anp!saa pue Jejumjo abeumip ju!od- albu!s aol suuJ Sono Ile uo pap!noid si gbno,ij upip d 's$uewe gnbe i o !oeds .moA .io j sa poy;ne apoo {eoo0 jlnsuoo quawpedwoo ao }ow eqj }o wolloq aqI pue deo gano aql ueemleq asego I!npuoo eqj gbnoagl palno.i aq ueo Rlddns luouloole eqj suo!luo!ldde elgewwell -uou aagjo ao3 'aqn} aaq;eaaq eqj g6noagl }uawpedwoo ao ;ow eqj aajue }snw Rlddns leouloola aqj `suoljeo!lddu 39no luumulsei - Vd=IN ao,A 'uo!lOauuOD leoploole leull o} ao!,id obellon Alddns ag} of Al!l!q!ledwoo aol pay oago aq Isnw bu!Jea a6e}lon pue a6e,iodwe s,ao }ow eql •Z abed uo ti 'b! j pue weibe!p agj of aajaa suo!suaw!p lepow a03 'sseu� o!q} le!aajew bu!low uodn bu!puedep Aiesseoeu aq Aew sw!gg 'asuq ui soloq bu!lunow gbnoagl Rlaanoas ualsel pue sjulod 6u!:4!1 bu!sn uo!Jeool paa!sap 01 uu; anoVI •spulm buoy }s woJI paloalo,id eaae uu ui eoupns jell a uo peould pue panowaa aq uagJ ueo aanoO eLli .E '613 pue Z '1513 ui ano palu!od SMOJOS ag} 6ulnowaa Rq pegs!ldw000e si aweJJ anlap 841 01 SSeOOV 's}u!od 6u!}}!1 ao} [ '1513 o; aajaa quesa.id - _— I!.aIeld 6u!auaq eql uo slu!od 6u!4!1 -(Z)- aq} ao awea} an!ap eqj uo s;u!od 6u!4!1 (t) eqj aaq ;!e asn `low of uo }!un 6ullpp uegM 'aol pa}un000e aie swell Ajosseooe lie;egl eas o} pogo oslb+'aadd!gs eqj of Rleluipoww! }! :poda,i pue abewep Rue aol Noego `j!un 6u!n!aoaa uodn s ue �;> • •• • �. f - Fig. 4 All dimensions are in inches. *May vary depending on motor size. Dimension "A" is the inside dimension of the curb cap. The roof curb should be 1 % inch less than the curb cap to allow for roofing and flashing. Model H D Shaft Damper Roof .4p nit Unit CUBE � ` B C Bearings Size opening Weight 098, 101, 101 HP, 19 247A 28'/ 174 3/4 12 x 12 14'1 x 14'1 66 121,131 141, 141 HP, 161, 161 HP, 22 28% 29% 19% 3/4 16 x 16 18'1 x 18'1 87 161 XP 180 30 35% 28% 21 3/4 18 x 18 20'1 x 20'1 126 180HP 30 35% 28% 21 1 18 x 18 20'1 x 20'1 126 200 30 35% 28% 21 3/4 18 x 18 20'1 x 20'1 142 200HP 30 35% 28% 21 1 18 x 18 20'1 x 20'1 142 220, 220HP 34 42% 33% 25'1 1 24 x 24 26%x 2611 174 240, 240HP, 34 42% 337A 25'1 1 24 x 24 26'1 x 26'1 175 240XP 300, 300HP, 40 50 36 29 1 30 x 30 32'1 x 32'1 313 300XP 360, 360HP, 46 58% 391A 29% 1'/ 36 x 36 38'1 x 38'1 440 360XP 420 52 65% 44% 35'/< 1' /< 42 x 42 44'1 x 44'1 578 480 58 743/8 48'1 1 36 1'1 48 x 48 50'1 x 50'1 675 Check all fasteners for tightness. The wheel should rotate freely and be aligned as shown in Fig. 5. Wheel position is preset and the unit is test run at the factory. Movement may occur during shipment, and realignment may be necessary. Centering can be accomplished by loosening the bolts holding the drive frame to the shock mounts and repositioning the drive frame. Wheel and inlet cone overlap can be adjusted by loosening the set screws in the wheel and moving the wheel to the desired position. Wheel Rotation Fig.6 All CUBE fans have CW wheel rotation when viewed from top of fan. Clockwise Fig. 5 G Direction of wheel rotation is critical. Reversed rotation will result in poor air performance, motor overloading and possible burnout. Check wheel rotation (viewing from the shaft side) by momentarily energizing the unit. Rotation should be clockwise (CW) as shown in Fig. 6 and correspond to the rotation decal on the unit. If adjustments are made, it is very important to check the pulleys for proper alignment. Misaligned pulleys lead to excessive belt wear, vibration, noise and power loss. Refer to Fig. 7. CORRECT WRONG WRONG WRONG 11111 IA111 11111 11111 For all CUBE units belt tension can be adjusted by loosening four fasteners on the drive frame pointed out in Fig. 8. The motor plate slides on the slotted adjusting arms and drive frame angles in the same manner. Belt tension should be adjusted to allow 1/64 inch of deflection per inch of belt span. For example, a 15 inch belt span should have 15/64 inch (or about 1/4 inch) of deflection with moderate thumb pressure at mid -point between pulleys. Refer to Fig. 6. Overtightening will cause excessive bearing wear and noise. Too little tension will cause slippage at startup and uneven wear. *Identical fasteners on opposing side. Fig. 8 Fig. 7 Deflection _ Belt Span gq Belt Span Fig. 9 The adjustable motor pulley is factory set for the RPM specified. Speed can be increased by closing or decreased by opening the adjustable motor sheave. Two groove variable pitch pulleys must be adjusted an equal number of turns open or closed. Any increase in speed represents a substantial increase in the horsepower required by a unit. Motor amperage should always be checked to avoid serious damage to the motor when speed is varied. H 321n. a Fig. 5 G Direction of wheel rotation is critical. Reversed rotation will result in poor air performance, motor overloading and possible burnout. Check wheel rotation (viewing from the shaft side) by momentarily energizing the unit. Rotation should be clockwise (CW) as shown in Fig. 6 and correspond to the rotation decal on the unit. If adjustments are made, it is very important to check the pulleys for proper alignment. Misaligned pulleys lead to excessive belt wear, vibration, noise and power loss. Refer to Fig. 7. CORRECT WRONG WRONG WRONG 11111 IA111 11111 11111 For all CUBE units belt tension can be adjusted by loosening four fasteners on the drive frame pointed out in Fig. 8. The motor plate slides on the slotted adjusting arms and drive frame angles in the same manner. Belt tension should be adjusted to allow 1/64 inch of deflection per inch of belt span. For example, a 15 inch belt span should have 15/64 inch (or about 1/4 inch) of deflection with moderate thumb pressure at mid -point between pulleys. Refer to Fig. 6. Overtightening will cause excessive bearing wear and noise. Too little tension will cause slippage at startup and uneven wear. *Identical fasteners on opposing side. Fig. 8 Fig. 7 Deflection _ Belt Span gq Belt Span Fig. 9 The adjustable motor pulley is factory set for the RPM specified. Speed can be increased by closing or decreased by opening the adjustable motor sheave. Two groove variable pitch pulleys must be adjusted an equal number of turns open or closed. Any increase in speed represents a substantial increase in the horsepower required by a unit. Motor amperage should always be checked to avoid serious damage to the motor when speed is varied. Maintenance Belts tend to stretch after a period of time. They should be checked periodically for wear and tightness. When replacing belts, use the same type as supplied with the unit. Matched belts should always be used on units with multigroove pulleys. For belt replacement, loosen the tensioning device far enough to allow removal of the belt by hand. Do not force belts on or off. This may cause cords to break, leading to premature belt failure. Once installed, adjust belts as shown in "Pre- Starting Checks." Shaft bearings can be classified in two groups: relubricating and non - relubricating. All bearings on standard Model CUBE fans are factory lubricated and require no further lubrication under normal use (between -20 °F and 180 °F in a relatively clean environment). Units installed in hot, humid or dirty locations should be equipped with special bearings. These bearings will require frequent lubrication. Caution should be employed to prevent overpacking or contamination. Grease fittings should be wiped clean. The unit should be in operation while lubricating. Extreme care should be used around moving parts. Grease should be pumped in very slowly until a slight bead forms around the seal. A high grade lithium base grease is recommended. Motor maintenance is generally limited to cleaning and lubrication (where applicable). Cleaning should be limited to exterior surfaces only. Removing dust buildup on motor housing ensures proper motor cooling. Greasing of motors is only intended when fittings are provided. Many fractional motors are permanently lubricated and should not be lubricated further. Motors supplied with grease fittings should be greased in accordance with manufacturers' recommendations. Where motor temperatures do not exceed 104 °F (40 °C), the grease should be replaced after 2000 hours of running time as a general rule. Wheels require very little attention when moving clean air. Occasionally, oil and dust may accumulate causing imbalance: - When this occurs, the wheel and housing should be cleaned to ensure smooth and safe operation. The unit should be made non functional when cleaning the wheel or housing (fuses removed, disconnect locked off, etc.). All fasteners should be checked for tightness each time maintenance checks are performed prior to restarting unit. A proper maintenance program will help these units deliver years of dependable service. PROBLEM CAUSE CORRECTIVE ACTION System resistance too high Check system: Proper operation of backdraft or control dampers, obstruction in ductwork, etc. REDUCED AIRFLOW Unit running backwards Correct as shown in Fig. 6. Excessive dirt buildup on wheels Clean wheel. Improper wheel alignment Center wheel on inlets. Bad bearings Replace. Belts too tight or too loose Refer to Fig. 9 and adjust tension. Wheel improperly aligned and Center wheel on inlets. See Fig. 5. rubbing EXCESSIVE Loose drive or motor pulleys Align and tighten. See "Pre- Starting Checks ", page 2. NOISE OR VIBRATION Foreign objects in wheel or Remove objects, check for damage housing or unbalance. Unbalance of wheel caused by Remove buildup. excessive dirt and grease buildup NOTE: Before taking any corrective action, make certain unit is not capable of operation during repairs. SHAFT BEARINGS_ PULLEY FAN SHAFT DRIVE FRAME ASSEMBLY 1 1.11 011 0101T-31W *VERTICAL SUPPORTS CONDUIT CHASE — O-. 01 *CURB CAP/ VENTURI BELT MOTOR PULLEY 1 ° ° Cc= 1 BREATHER TUBE SHOCK MOUNTS (4) *WINDBANDS LM-00" * For replacement, the windband, vertical supports, drain trough and curb cap /venturi come as one complete assembly. NOTE: Each fan bears a manufacturer's nameplate with model number and serial number embossed. This information will assist the local Greenheck representative and the factory in providing service and replacement parts. N- ` � Greenheck warrants this equipment to be free from defects in material and workmanship for a period of one year from the date of purchase. Any units or parts which prove to be defective during the warranty period will be replaced at our option when returned to our factory, transportation prepaid. Motors are warranted by the motor manufacturer for a period of one year. Should motors furnished by Greenheck prove defective during this period, theyshould be returned to the nearest authorized motor service station. Greenheck will not be responsible for any removal or installation costs. As a result of our commitment to continuous improvement, Greenheck reserves the right to change specifications without notice. READ AND SAVE THESE INSTRUCTIONS Model Building Value in Air. U blast Centrifugal Roof Exhaust p Fan Upon receiving unit, check for any damage and report it immediately to the shipper. Also check to see that all accessory items are accounted for. When lifting unit on to roof, use either the (4) lifting points on the drive frame or the (2) lifting points on the bearing plate if rt present. Refer to Fig. 1 for lifting points. Access to the drive frame is accomplished by removing the screws pointed out in Fig. 2 and Fig. 3. The cover can then be removed and placed on a flat surface in an area protected from strong winds. Move fan to desired location using lifting points and fasten securely through mounting holes in base. Shims may be necessary depending upon roofing material thickness. For model dimensions refer to the diagram and Fig. 4 on page 2. The motor's amperage and voltage rating must be checked for compatibility to the supply voltage prior to final electrical connection. For NFPA - restaurant CUBE applications, the electrical supply must enter the motor compartment through the breather tube. For other non - flammable applications the electrical supply can be routed through the conduit chase between the curb cap and the bottom of the motor compartment. Consult local code authorities for your specific requirements. A drain trough is provided on all CUBE fans for single -point drainage of water and residue. Some means for collection of this residue must be provided, either a container directly under the trough or use of an adapter and pipe to carry the residue to a remote collection point. An optional grease trap with water separator baffles is available from your Greenheck representative. Installations Screw Screw Recommended General I ° Ventilation Installation Cha eult Factory Wired Motor to Disconnect 3/4 in.--> i Wiring by 8 In. or 12 in. min. Others Damper '- Roof Deck 1 t/a in. Recommended Duct and 11/4 (n. Damper Size Fig. 2 Recommended Roof Opening Recommended Commerical Screw Screw Kitchen � Optional Installation NEMA 3R Disconnect O factory wired from motor to disconnect Minimum 40 in. through the breather tube Discharge Height - (per NFPA) Optional Optional Welded Duct by others -_ Vented Curb Extension Grease Trap min. of 18 In. above roof deck(per Tight Flexible Conduit Ly NFPA by Others Others 8 in. min. Roof Deck Recommended Fig. 3 Roof Opening C: � El E D *C 13/4 in. A Fig. 4 All dimensions are in inches. *May vary depending on motor size. Dimension "A" is the inside dimension of the curb cap. The roof curb should be 1 % inch less than the curb cap to allow for roofing and flashing. Model G H 098 Shaft Damper Roof Approx. CUBE A B C D Bearings Size Opening Weight 098, 101, 101 HP, 19 24% 28'/ 17% 3/4 12x 12 14'1 x 14'1 86 121,131 141, 141 HP, 161, 161 HP, 22 28% 29% 19% 3/4 16 x 16 18'1 x 18'1 87 161XP 180 30 353% 28% 21 3/4 18 x 18 20% x 20'1 126 180HP 30 35% 28% 21 1 18 x 18 20'1 x 201 126 200 30 35% 28% 21 3/4 18 x 18 20'1 x 20'1 142 200HP 30 35% 28% 21 1 18 x 18 20% x 20'1 142 220, 220HP 34 423/ 33% 25'1 1 24 x 24 26'1 x 26'1 174 240, 240HP, 34 42% 33% 25'1 1 24 x 24 26'1 x 26% 175 240XP 300, 300HP, 40 50 36 29 1 30 x 30 32% x 32'1 313 300XP 360, 360HP, 46 58% 3936 293,6 1'/ 36 x 36 38'1 x 38% 440 360XP 420 52 65% 44% 35'/ 1'/< 42 x 42 44'1 x 44'1 578 480 58 708 4836 36 1 % 48 x 48 50'1 x 50'1 675 Check all fasteners for tightness. The wheel should rotate freely and be aligned as shown in Fig. 5. Wheel position is preset and the unit is test run at the factory. Movement may occur during shipment, and realignment may be necessary. Centering can be accomplished by loosening the bolts holding the drive frame to the shock mounts and repositioning the drive frame. Wheel and inlet cone overlap can be adjusted by loosening the set screws in the wheel and moving the wheel to the desired position. Wheel Rotation Fig.6 All CUBE fans have CW wheel rotation when viewed from top of fan. Clockwise • ,, MODEL G H 098 3/32 in. 101 -161 1/Tin . 180 -300 1/2 k 360 -480 Fig. 5 G H Direction of wheel rotation is critical. Reversed rotation will result in poor air performance, motor overloading and possible burnout. Check wheel rotation (viewing from the shaft side) by momentarily energizing the unit. Rotation should be clockwise (CW) as shown in Fig. 6 and correspond to the rotation decal on the unit. If adjustments are made, it is very important to check the pulleys for proper alignment. Misaligned pulleys lead to excessive belt wear, vibration, noise and power loss. Refer to Fig. 7. CORRECT WRONG WRONG WRONG Z Z nsae i'ioe For all CUBE units belt tension can be adjusted by loosening four fasteners on the drive frame pointed out in Fig. 8. The motor plate slides on the slotted adjusting arms and drive frame angles in the same manner. Belt tension should be adjusted to allow 1/64 inch of deflection per inch of belt span. For example, a 15 inch belt span should have 15/64 inch (or about 1/4 inch) of deflection with moderate thumb pressure at mid -point between pulleys. Refer to Fig. 6. Overtightening will cause excessive bearing wear and noise. Too little tension will cause slippage at startup and uneven wear. *Identical fasteners on opposing side. Fig. 8 Fig. 7 Deflection = Belt Span 64 Belt Span Fig. 9 The adjustable motor pulley is factory set for the RPM specified. Speed can be increased by closing or decreased by opening the adjustable motor sheave. Two groove variable pitch pulleys must be adjusted an equal number of turns open or closed. Any increase in speed represents a substantial increase in the horsepower required by a unit. Motor amperage should always be checked to avoid serious damage to the motor when speed is varied. Maintenance Belts tend to stretch after a period of time. They should be checked periodically for wear and tightness. When replacing belts, use the same type as supplied with the unit. Matched belts should always be used on units with multigroove pulleys. 11 For belt replacement, loosen the tensioning device far enough to allow removal of the belt by hand. Do not force belts on or off. This may cause cords to break, leading to premature belt failure. Once installed, adjust belts as shown in "Pre- Starting Checks." Shaft bearings can be classified in two groups: relubricating and non- relubricating. All bearings on standard Model CUBE fans are factory lubricated and require no further lubrication under normal use (between -20 °F and 180 °F in a relatively clean environment). Units installed in hot, humid or dirty locations should be equipped with special bearings. These bearings will require frequent lubrication. Caution should be employed to prevent overpacking or contamination. Grease fittings should be wiped clean. The unit should be in operation while lubricating. Extreme care should be used around moving parts. Grease should be pumped in very slowly until a slight bead forms around the seal. A high grade lithium base grease is recommended. Motor maintenance is generally limited to cleaning and lubrication (where applicable). Cleaning should be limited to exterior surfaces only. Removing dust buildup on motor housing ensures proper motor cooling. Greasing of motors is only intended when fittings are provided. Many fractional motors are permanently lubricated and should not be lubricated further. Motors supplied with grease fittings should be greased in accordance with manufacturers' recommendations. Where motor temperatures do not exceed 104 °F (40 0C), the grease should be replaced after 2000 hours of running time as a general rule. Wheels require very little attention when moving clean air. Occasionally, oil and dust may accumulate causing imbalance. When this occurs, the wheel and housing should be cleaned to ensure smooth and safe operation. The unit should be made non functional when cleaning the wheel or housing (fuses removed, disconnect locked off, etc.). All fasteners should be checked for tightness each time maintenance checks are performed prior to restarting unit. A proper maintenance program will help these units deliver years of dependable service. PROBLEM CAUSE CORRECTIVE ACTION System resistance too high Check system: Proper operation of backdraft or control dampers, obstruction in ductwork, etc. REDUCED AIRFLOW Unit running backwards Correct as shown in Fig. 6. Excessive dirt buildup on wheels Clean wheel. Improper wheel alignment Center wheel on inlets. Bad bearings Replace. Belts too tight or too loose Refer to Fig. 9 and adjust tension. Wheel improperly aligned and Center wheel on inlets. See Fig. 5. EXCESSIVE rubbing Loose drive or motor pulleys Align and tighten. See "Pre- Starting Checks ", page 2. NOISE OR VIBRATION Foreign objects in wheel or Remove objects, check for damage housing or unbalance. Unbalance of wheel caused by Remove buildup. excessive dirt and grease buildup NOTE. Before taking any corrective action, make certain unit is not capable of operation during repairs. FA DRIVE FRAM ASSET BIRDGI *VERTIC SUPPOR CONDU CHASE *DRAIN TI *CURB CAV i vtN i Uhl * For replacement, the windband, vertical supports, drain trough and curb cap /venturi come as one complete assembly. iOD 1 OTO R HOOD BAND BREATHER TUBE HOCK IOUNTS (4) )BANDS NOTE: Each fan bears a manufacturer's nameplate with model number and serial number embossed. This information will assist the local Greenheck representative and the factory in providing service and replacement parts. As a result of our commitment to continuous improvement, Greenheck reserves the right to change specifications without notice. �X IOM CUBE Rev. 4 May 2006 Copyright © 2006 Greenheck Fan Corp. :. a f �� _� 3 _ -� Dosierung be! freiem Auslauf and kleiner F6rderh6he'. Atmospheric discharge and low head Dosage A, fibre evacuation et faible hauteur de refoulemat Dosificacionen salida libre y con reducida alturadepresn Dosierung bei freiem Auslauf and groBer Forderhohe Atmospheric discharge and large head Dosage A libre evacuation et hauteur de refoulement importante Dosificacion en salida libre y con gran altura de presion I Dosierung be! Vordruck auf der Saugseite and freiem Auslauf Metering given response pressure at suction end and atmospheric discharge Dosage en presence de pression d'alimentation cote aspiration et evacuation libre j Dosificacion en'presion previa por el lado de la aspiracion y salida libre Installation zur absoluten Verhinderung von ,Durch- Hebern" bei gefahrlichen Medien Installation to safely prevent siphoning of hazardous media Installation pour empecher tout risque de coup de siphon en presence de milieux`dangereux — Instalacion para suprimir totalement el efecto de elevacion al dosificar agentes peligrosos Teile Nr. /Part No. 987427 ProMinent Dosiertechnik Gmbh) • 69123 Heidelberg,., Germany AL 052 12/00 G /GB /F /E C Wird b' freiem Auslauf dosiert, sollte ein Dosierventil mit 0,5 bar Vordruck am Ende der Leitung monti,t werden. Oder ein Druckhalteventil, zur Erzeugung and Aufrechterhaltung eines Gegendruckes von c 1,5 bar direkt am Dosierkopf montiert werden. Lieodas FlOssigkeitsniveau des Vorratsbehalters im Betriebszustand Ober der Pumpe, so liegt der Vo�uck an der Saugseite an. In diesem Fall sollte der Gegendruck so hoch sein, class ein Mindest- diVenzdruck von 1,5 bar vorllegt. Andernfalls ist ein Druckhalteventil oder ein federbelastendes Drlerventil mit entsprechendem Vordruck einzusetzen. MINWEIS Ein Druckhalteventil oder ein federbelastendes Dosierventil ist kein absolut dicht abschlieBendes Absperrorgan! Es muss daher auf der Saugseite ein Absperrventil installiert werden, das bei Stillstand der Dosier pumpe geschlossen ist! When metering with atmospheric discharge an metering valve with 0.5 bar response pressure should be mounted at the end of the line. Or a back - pressure valve should be mounted directly onto the liquid end in order to create and maintain a counter - pressure of approx. 1.5 bar. If the level of the fluid of the supply tank is above the pump in operating, condition, the response pressure is on the suction end. In this case the counter - pressure should be sufficiently high such that a minimum differential pressure of 1.5 bar exists. If this is not the case`a back - pressure valve or a spring - loaded metering valve with the respective response pressure should be used. PLEASE NOTE A back - pressure valve or a spring - loaded metering valve is not an absolutely leakproof shut -off device! On the suction end a stop valve is therefore to be installed which is closed when the metering pump is idle. S'il y a dosage avec ecoulement libre, une canne d'injection d'une pression d'alimentation de 0,5 bar doit titre montee au bout du tuyau. Une vanne de maintien de pression calibree a environ 1,5 bar peut auss! titre montee directement sur la tete doseuse. Si le niveau de liquide du reservoir est au- dessus de la pompe en 6tat de fonctionnement, cela signifie que la pression d'alimentation est appliquee cote aspiration. Dans pareil cas, la contre- pression devrait titre a un tel niveau qu'une pression differentielle minimale de 1,5 bar soit prosente. Si ce n'est pas le cas, une vanne de maintien de pression ou une vanne de dosage commandee par ressort presentant une pression d'alimentation adequate doit titre mise en place,, =. REMARQUE Une vanne de maintien de pression ou une vanne de dosage commandee par ressort n'est pas un organe d'arret fermant de maniere absolument etanche 1 C'est pourquoi une vanne d'arret doit titre installee cote aspiration, celle -ci etant fermee a I'arret de la pompe doseuse ! Si se dosifica sin contrpresi6n, se recomienda instalar al final del tubo una valvula dosificadora con una presi6n prvia de 0,5 bar. En su defecto, se puede instalar tambien en el cabezal dosificador una valvula pres6stato para generar y mantener una contrapresion de unos 1,5 bar. Si el nivel de liquido del dep6sito dosificador esta a mayor altura que la bomba, la presi6n previa hace efecto en el lado de aspiraci6n. En este caso,lla contrapresion debera ser lo suficientemente elevada como para tener una diferencia de presi6n de por to menos 1,5 bar. De to contrario, se debera instalar una valvula presostato o una valvula dosificadora sometida a la presi6n de un muelle con la presi6n previa correspond iente. NOTA Una valvula presostato o una valvula dosificadora sometida a la presi6n de un muelle no es un 6rgano de cierre absolutamente hermatico! For consiguiente, debera instalarse en la aspiraci6n una valvula de cierre que este cerrada cuando la bomba esta parada. O `.�=FQ EM i burkert FLUID CONTROL SYSTEMS Attestation dtest'/ Test Attestation l I 'I I Nous certifions que 11appareil livre a subi -aver succes les tests suivants .. We certified that the delivered product has successfully passed the following tests Et Date Type Ident N°serie N °Banc de test Designation Serial nb Test bench nb ra 17.10.2006 SE32 00434871 002310 6= 52 -T0023 SE3200 -0000- 0000- R3- A- Sl- A- BCV /DC -5 Point a conttoler Specifications Resultats checked item specifications results s ' Flow Simulation f =154.99 +/- 1.5 Hz f =155.11 Hz PNP C9utput, Current 5 to 3,0 mA OK i Measuring instrument control system Burkert Triembach Quality department certifies that the measuring instruments and the test equipment which are used to check or calibrate the finished goods or sub assemblies are periodically calibrated or checked according to the internal procedure NO 370001 which conforms to the quality standard ISO 9001 version 2000 ' 4 - -! Burkert Triembach primary standards in the measuring instrument control system are traceable to national standards via accreditated calibration laboratories, like COFRAC (Comite Franpais d'Accreditation) for French laboritories * PH, redox and conductivity buffer solutions are traceable to the NISI standard .`y * Master flow meters are traceable to the SCS (Swiss Calibration Service) * Mechanical gages (callipers,...) are traceable to the BNM (Bureau National de la Metrologie) * Master thermometers are traceable to the BNM * Master pressure meters are traceable to the BNM * Other measuring electronic instruments are traceable to the LCIE (Laboratoire Central des Industries Electriques) (a) in case of calibration of the device, the valid K factor is indicated on the calibration report i WK ((� FLUID CONTROL SYSTFIVIS Attestation de test / Test Attestation Nous certiflons "clue 11appareil livre a subi avec succes les t6sts suivants We certified that the .delivered product has successfully passed the following tests Date Type Ident N°serie N °Banc de test Designation Serial nb Test bench nb 28.11.2006 SE35 00423916 004930 6- 52 -T0001 SE3500- 0000 - 0000- R5- A- F4- C- BCV /DC -A Point a controler Specifications Resultats specifications resuhts checked item Touch pad function No misfunction OK Flow simulation c•h(ack. 4 -10 mA and pulse output Flow simulation •(b4'vtery vers) 0.7`' 1/s OR ' Communication checkr(profibus) no communication error OK , Batch simulation (batch'vers.) Led 1 and 2 OFF. OK Measuring instrument control system Burkert Triembach Quality department certifies that the measuring instruments and the test equipment which are used to check or calibrate the finished goods or sub assemblies are periodically calibrated or checked according to the internal procedure NO 370001 which conforms to the quality standard ISO 9001 version 2000 Burkert Triembach primary standards in the measuring instrument control system are traceable to national standards via accreditated calibration laboratories, like COFRAC (Comite Frangais d'Accreditation) for French laboritories * PH, redox and conductivity buffer solutions are traceable to the NIST standard * Master flow meters are traceable to the SCS (Swiss Calibration Service) * Mechanical gages (callipers,...) are traceable to the BNM (Bureau National de la Metrologie) * Master thermometers are traceable to the BNM * Master pressure meters are traceable to the BNM * Other measuring electronic instruments are traceable to the LCIE (Laboratoire Central des Industries Electriques) (a) in case of calibration of the device, the valid K factor is indicated on the calibration report , ' Att.e8ta'on �� de"test` �Test� Atte�s a�t�ion Nous certifion's que 1'appareil livr6 a subi aver succes.les tests suivants We certified that the delivered product has successfully passed the following tests i Date Type Ident N°s6rie N °Banc detest D6signation Serial nb Test bench nb 14.12.2006 8205 00418835 001413 6- 52- T0010' 820500 -BC89- PDFF- Hl- A- Fl- C- BCV /DC -G s?olnt' ati cont'xol er checked item Touch pad function Display function. Two points calibration Output current check (' PH elect. voltage check Sp6,cifications _.R6sultats specifications results No misfunction_ OK No missing segment OK PH7 and PH10 s ±0.02 OK 4 ± 0.1 mA OK PH2 : V= 299 to 302 mV OK Measuring instrument control system Burkert Triembach Quality department certifies that the measuring instruments and the test equipment which are used to check or calibrate the finished goods or sub assemblies are periodically calibrated or checked according to the internal procedure NO 370001 which conforms to the quality standard ISO 9001 version 2000 Burkert Triembach primary standards in the measuring instrument control system are traceable to national standards via accreditated calibration laboratories, like COFRAC (Comit6 Frangais d'Accr6ditation) for French laboritories * PH, redox and conductivity buffer solutions are traceable to the NIST standard * Master flow meters are traceable to the SCS (Swiss Calibration Service) * Mechanical gages (callipers,...) are traceable to the BNM (Bureau National de la M6trologie) * Master thermometers are traceable to the BNM * Master pressure meters are traceable to the BNM * Other measuring electronic instruments are traceable to the LCIE (Laboratoire Central des Industries Electrique's) (a) in case of calibration of the device, the valid K factor is indicated on the calibration report' , i d1J j�:': P.�.: f �, f�� #i ',' r1 (� :, 3007 Bliss Avenue / Clovis, CA 93611 -5228 Wage 1 of 1 Phone: (559) 299 -3350 • Fax: (559) 298-0439 • LC #350838 / Type C -33 / Exp 6/30/08 T� 1 1 71 T . Tl • i • Floyd Johnston Construction Co., Inc. 2301 Herndon Ave. Clovis, CA 93611 -8911 Subject: City of Bakersfield Pump Station Gentlemen: Enclosed are 3copies of the "5 Year Warranty" required by the specifications for the water repellent on the exterior masonry of the Electrical Building. Thank You. Sincerely, Ronald E. Peterson Owner l4 • • 0 • • • • O O • • • • • • • • • • • • • • Specializing in the Abrasive Blasting and Coating of Wastewater and Water TreatmentFacilities RainguardOO International Products Company Limited 5 Year Material & Labor Warranty Rainguard® Clear Water Repellents with MICRO -LOKTM Rainguard International Products Company warrants surfaces treated with Rainguard Clear Water Repellents with MICRO -LOK against water penetration under conditions of normal wear on all properly prepared and Installed surfaces for a period of FIVE (5) years from the substantial date of completion subject to the exclusions listed below when installed in accordance with current Rainguard Clear Water Repellents with MICRO -LOK literature and specifications. Any claim under this Limited Warranty shall be presented in writing to Rainguard International Products Company at the address below during the Limited Warranty period and within Forty Five (45) days after any Covered Condition has occurred by sending written notice to Rainguard International Products Company. Failure to provide written notice within the specified time period shall. discharge Rainguard International Products Company from any and all obligations under this warranty. The duration of the Limited Warranty period shall not be extended by the supplying of any replacement material but the remaining Limited Warranty period shall continue in effect and is applicable to the restored areas under the conditions of this Limited Warranty. If, upon inspection, Rainguard International Products Company determines that this claim is covered under warranty, Rainguard International Products Company shall at its own expense, supply sufficient Rainguard Clear Water Repellent material and installation labor to restore all non- conforming areas where necessary as the result of any defect in this product. The foregoing shall be the only remedy of the Owner or Licensed Contractor or Applicator under this Limited Warranty. If after notifying Rainguard International Products Company of a claim under the Limited Warranty, Rainguard International Products Company determines that the claim is not covered under this Limited Warranty, then neither the Owner or Licensed Contractor or Applicator shall have any recourse against Rainguard International Products Company., Rainguard International Products Company hereby disclaims all liability. for the improper use or misuse of its products and defective or negligent workmanship of the Licensed Contractor and or Applicator. In the event of false or inaccurate information in the application for warranty and if such information was relied upon to issue the Limited Warranty, then the Limited Warranty is void. This warranty does not cover, and Rainguard International Products Company shall have no liability for any damage or failure of Rainguard Clear Water Repellents with MICRO -LOK treated surfaces caused by or due to any of the following: ❑ Structural defects or failures such as cracks or openings caused by settlement, movement, warping, displacement, or any mechanical or physical failure of the structure, systems, existing coatings or any attachments. El Roof leaks or failure of any portion of the structural roof system or attachments thereto. ❑ Acts of God or nature such as earthquakes, wind storms, hail, tornadoes or hurricanes, etc. ❑ New construction on, through or adjacent to the Rainguard Clear Water Repellent with MICRO -LOK treated surfaces. ❑ Efflorescence or lime -run. ❑ Water penetration due to the mechanical or physical failure of sealers, caulk or patching materials or any attachments. ZI Use of sub standard building materials, faulty construction, poor workmanship or poor or inadequate building design. ❑ Impact by foreign objects. THIS WARRANTY IS GIVEN AS THE EXCLUSIVE WARRANTY AND NO OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING MERCHANTABILITY OR FITNESS FOR A PARTICUALR PURPOSE OR PURPOSES ARE MADE. RAINGUARD INTERNATIONAL PRODUCTS COMPANY SHALL NOT BE LIABLE FOR ANY SPECIAL, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES (INCLUDING LOST PROFITS OR LOSS OF USE) ARISING OUT OF THE USE OR MISUSE OF THIS PRODUCT AND RAINGUARD INTERNATIONAL PRODUCTS DISCLAIMS ANY LIABILITY FOR NEGLIGENCE. RAINGUARD PRODUCTS COMPANY LIABILITY UNDER THIS AGREEMENT, IS FOR THE NO CHARGE REPLACEMENT OF DEFECTIVE MATERIALS AND INSTALLATION LABOR TO RESTORE NON - CONFORMING SURFACES ONLY. THE REMEDIES SET FORTH IN THIS WARRANTY ARE EXCLUSIVE AND IN NO EVENT SHALL RAINGUARD PRODUCTS COMPANY BE LIABLE FOR ANY INCIDENTAL, INDIRECT OR CONSEQUENTIAL DAMAGES ARISING FROM THE USE OR MISUSE OF THIS PRODUCT. RAINGUARD PRODUCTS COMPANY SHALL NOT BE LIABLE FOR ANY DAMAGE TO THE BUILDING, ITS CONTENTS OR ANY OTHER PERSONAL OR REAL PROPERTY. Warranty Registration No, 091107 Effective Date October 2007 Issued To: City of Bakersfield Location: McCutchen and Gosford Sewer Lift Station, Electrical Building Authorized Signature ff 4P Date: October 19, 2007 Rainguard® International Products Company 3334 E. Coast Highway #201 Corona del Mar, CA 92625 (949) 675 -2811 0 1969 - 2004 Rainguard® International Products Company RainguardO International Products Company Limited 5 Year Material & Labor Warranty Rainguard0 Clear Water Repellents with MICRO -LOKTM Rainguard International Products Company warrants surfaces treated with Rainguard Clear Water Repellents with MICRO -LOK against water penetration under conditions of normal wear on all properly prepared and Installed surfaces for a period of FIVE (5) years from the substantial date of completion subject to the exclusions listed below when installed in accordance with current Rainguard Clear Water Repellents with MICRO -LOK literature and specifications. Any claim under this Limited Warranty shall be presented in writing to Rainguard International Products Company at the address below during the Limited Warranty period and within Forty Five (45) days after any Covered Condition has occurred by sending written notice to Rainguard International Products Company. Failure to provide written notice within the specified time period shall discharge Rainguard International Products Company from any and all obligations under this warranty. The duration of the Limited Warranty period shall not be extended by the supplying of any replacement material but the remaining Limited Warranty period shall continue in effect and is applicable to the restored areas under the conditions of this Limited Warranty. If, upon inspection, Rainguard International Products Company determines that this claim is covered under warranty, Rainguard International Products Company shall at its own expense, supply sufficient Rainguard Clear Water Repellent material and installation labor to restore all non- conforming areas where necessary as the result of any defect in this product. The foregoing shall be the only remedy of the Owner or Licensed Contractor or Applicator under this Limited Warranty. If after notifying Rainguard International Products Company of a claim under the Limited Warranty, Rainguard International Products Company determines that the claim is not covered under this Limited Warranty, then neither the Owner or Licensed Contractor or Applicator shall have any recourse against Rainguard International Products Company, Rainguard International Products Company hereby disclaims all liability for the improper use or misuse of its products and defective or negligent workmanship of the Licensed Contractor and or Applicator. In the event of false or inaccurate information in the application for warranty and if such information was relied upon to issue the Limited Warranty, then the Limited Warranty is void. This warranty does not cover, and Rainguard International Products Company shall have no liability for any damage or failure of Rainguard Clear Water Repellents with MICRO -LOK treated surfaces caused by or due to any of the following: ❑ Structural defects or failures such as cracks or openings caused by settlement, movement, warping, displacement, or any mechanical or physical failure of the structure, systems, existing coatings or any attachments. ❑ Roof leaks or failure of any portion of the structural roof system or attachments thereto. ` ❑ Acts of God or nature such as earthquakes, wind stones, hail, tornadoes or hurricanes, etc. ❑ New construction on, through or adjacent to the Rainguard Clear Water Repellent with MICRO -LOK treated surfaces. ❑ Efflorescence or lime -run. ❑ Water penetration due to the mechanical or physical failure of sealers, caulk or patching materials or any attachments. ❑ Use of sub standard building materials, faulty construction, poor workmanship or poor or inadequate building design. ❑ Impact by foreign objects. THIS WARRANTY IS GIVEN AS THE EXCLUSIVE WARRANTY AND NO OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING MERCHANTABILITY OR FITNESS FOR A PARTICUALR PURPOSE OR PURPOSES ARE MADE. RAINGUARD INTERNATIONAL PRODUCTS COMPANY SHALL NOT BE LIABLE FOR ANY SPECIAL, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES (INCLUDING LOST PROFITS OR LOSS OF USE) ARISING OUT OF THE USE OR MISUSE OF THIS PRODUCT AND RAINGUARD INTERNATIONAL PRODUCTS DISCLAIMS ANY LIABILITY FOR NEGLIGENCE. RAINGUARD PRODUCTS COMPANY LIABILITY UNDER THIS AGREEMENT, IS FOR THE NO CHARGE REPLACEMENT OF DEFECTIVE MATERIALS AND INSTALLATION LABOR TO RESTORE NON - CONFORMING SURFACES ONLY. THE REMEDIES SET FORTH IN THIS WARRANTY ARE EXCLUSIVE AND IN NO EVENT SHALL RAINGUARD PRODUCTS COMPANY BE LIABLE FOR ANY INCIDENTAL, INDIRECT OR CONSEQUENTIAL DAMAGES ARISING FROM THE USE OR MISUSE OF THIS PRODUCT. RAINGUARD PRODUCTS COMPANY SHALL NOT BE LIABLE FOR ANY DAMAGE TO THE BUILDING, ITS CONTENTS OR ANY OTHER PERSONAL OR REAL PROPERTY. Warranty Registration No. 091107 Effective Date October 2007 Issued To: City of Bakersfield Location: McCutchen and Gosford Sewer Lift Station, Electrical Building r Authorized Signature Date: October 19, 2007 Rainguard® International Products Company 3334 E. Coast Highway #201 Corona del Mar, CA 92625 (949) 675 -2811 0 1969 - 2004 Rainguard® International Products Company 6 68Z-9L9 (61176) 9Z9Z6 b0 'JeW lap euao0 LOW% jago ;op :a}eq Auedwo0 s;onpoUd leuol ;ewa ;ul ®pjen6ule8 b00Z - 6966 O 60Z# Aemy6IH MOO •3 y£££ Auedwo0 s;onpad leuol ;ewa;ul ®pjen6ule2j 1 WI/A ainjeuBjS pazpogjnV 6uiplIne leou10013 'uoll.e)S }}I-1 JamaS piolsoE) pue uego;nOow :u011e001 Plogsio lea ;o Apo : o f ponssl ZOOZ aagoja® eje® anijaaM3 L06 X60 'ON uofleaAlfty AjueaaeM •Ala3dO1:1d 1V3H NO IVNOSU3d H3HI0 ANV 2i0 SIN31NOD Sll 'JNialina 3H1 OI 30VWVa ANV 2103 3l8Vll 38 ION IIVHS ANVdW00 SlOna021d a21VnONIV21 •10nClONd SIHI AO 3SnSIW uo 3Sn 31-11 1140HA SNISMV S3JVWVa lVI1N3n03SN00 a0103MIGNI IVIN3010N1 ANV U04 318VI1 38 ANVdW00 S10nGOUd auvn!DNlVN 11VHS 1N3A3 ON NI aNV 3AISnloX3 3UV A1N"HVM SIHI Ni H1210d 13S S31031PUM 31-11 •AINO S30Vd21ns ONIV480JNOO-NON MJO1S3b 0121O8V1 NOI1V11V1SNI aNV S1VIN31VW 3AI103d3a -AO 1N3W30V d3H 30UVH0 ON 31-11 80=1 SI '1N31Al33U0V SIHI HaGNn AII118VI1 ANVdW00 S10na02id awnJNIV21 •30N301103N 2104 AilllGVII ANV SWIVlOSIa S10n(IOUd -IVNOIIVN831Nl a21VnONI" aNV 10naOUd SIHI d0 3SnSIW 210 3Sn 31-1l =iO in0 ONIS18V (3Sn d0 SSOI W S1IdOUd ISO] JNIamONI) S3JVWVa 7lVI1N3nb3SNO0 210 WIN3010M '10381aN1 '1V103dS ANV 80=1 318VI1 38 ION 11VHS ANVdW00 S10naO8d 1VNOIIVNH31NI slum l" '3aVW 38V S3SOd21nd 210 3SOd21nd 211Vnouuvd V uo-A SS3Nlld 210 AII118V1NVH02i3W ONlanl01\11 '0311dW1 210 a3SS3HdX3 'S311NVH8VM H3HI0 ON aNV UNVU8VM 3AISnl0X3 3Hl SV N3AIJ SI UNV -dUVM SIHI •s;oafgo u6mo; Aq ;oedwl -u6isep 6ulpilnq a;enbapeul jo jgod jo d14suewAjom food 'uogonu;suoo A ;Ine; 'slepa;ew 6uipllnq piepue ;s qns ;o asn •s;uawyoege Aue jo slepejew 6ulyo;ed ao Nlneo 'saaleas ;o ainlle; leoisAyd ao leolueyoaw ay; o; anp uoi ;ea;aued ja;eM •uni -owll jo aouaosajol,13 'saoejjns pa;eai ;>l07-02101W 4;im;ualladaH ja;eM jeal0 pien6ule8 ay; o;;ueoefpe ao y6na4;'uo uol;ona;suoo moN •o ;a 'saueopinq jo seopewo; 1lle4 'su.uo ;s puim 'saNenbypea se yons am ;eu jo po0 ;o s;oV •o;ajay; s;uewgoepe jo wa;sAs;oa lein;oru ;s ay; ;o uol}iod Aue 16 ainlle; jo sNeel;oo8 •s;uawyoepe Aue jo s6ul ;eoo 6ul;slxo 'swa;sAs 'ein;oru ;s ay; ;o a.inlieb IeoisAyd jo leolueyoow Aue ao ';uawaoeldslp '6uidjem ';uawanoiu ';uawalpas Aq pesneo s6uluado jo s�loeao se yons samlie; jo s;oolep lein;oru ;g :6uimolloj aq) jo Aue o; anp jo Aq pasneo sooe}rns p9;e9j;>107- 02101W y ;im s ;uapadab Ja;eM ae9l0 paen6ule�j ;o aanlle; jo 96ewep Aue aol A;Illgell ou ane4 llegs Auedwo0 s;onpoad leuol;ewa;ul pien6uled pue 'aanoo ;ou Saop A;UeJJem slyl •plop si A;ueLeM pa;!w!l ay; ua4; 'A;ueneM pa;lwil ay; anssi o; uodn pellai sem uoi ;euuo;ul yons i ;e !l pue A;uejjem jo; uooiidde ay; ui uoi;euuo;ui a;emooew jo asle;;o;ume ay; ul •jo;eollddV jo pue jo;oei;uo0 pasuaoll all jo d14suew )Pom ;ua6li6au Jo ani ;oa;ap pue s;onpoid s ;I ;o esnsiw jo asn jadoadwl ay; jo; A;iiigeii Ile swleloslp Agalay Auedwo0 s;onpad Ieuoi ;ewa;ul pjen6uleH `Auedwo0 spnpad leuol ;ewa;ul paen6ulea ;suie6e asinooai Aue aney lleys ao;eoilddV ao jo;oei;uo0 pasueoll jo aaum0 E)41 Jay ;lau U941 'A ;ueuem pa;lwll s14; aapun pejeAoo ;ou sl wlelo ay; jap souiLwa;ap Auedwo0 s;onpad Ieuoi;ewa;ul pjen6ule* 'A ;ue�e/N pa;lwil 94; japun wiep a jo Auedwo0 spnpoad leuogewa;ul pien6ule� 6ulA4l;ou ja;}e 11 •A;u"eM pa;lwll sly; aapun jo ;eollddV ao jo ;oej;uo0 posueoll jo jaum0 ay ; ;o Apawai Aluo ay; aq pet's 6ulo6ajo; a41 jonpoid s14; ui ;oopp Aue jo;insaj ay; se Ajesseoau ejaym seaae 6uluLo;uoo -uou lie ago ;saa o; Fogel uoi ;ee ;sui pue leuaew ;uaa2 as ;eM ea10 paen6ule21;uapgins Alddns 'asuadxa umo s;i ;e lleys Auedwo0 s;onpad Ieuoi ;ewa;ul pien6ule21 'A;ue.uem japun pajanoo sl wiep sly ; ;et'; seumija;ap Auedwo0 s;onpoad leuol ;ewa ;ul paen6wea 'uoi ;oadsul uodn '!l •A ;ueueM pa;lwll sly; to suol;lpuoo ay; japun seaje pajo;sai ay; o; elgeoildde sl pue page ui anul;uoo lleys popad A;ueueM pa ;lwll 6ululewaj a4; ;nq lepa;ew ;uawaoeldej Aue ;o 6ulAlddns ay; Aq papua;xe aq ;ou lleys popad A;uejjeM pa;lwll ay; ;o uoi ;exnp a41 •A;ue.uem sly; japun suope6llgo Ile pue Aue woi; Auedwo0 s;onpoad leuoi ;ewa;ul pien6ulea ebjeyoslp (legs pored awl; pegloads ay; uiglM aoi;ou uapum epinad o; ajniled •Auedwo0 s;onpwd Ieuoi ;ewa;ul pien6ule2l 0; aol1ou uapum 6uip6as Aq paLn000 se4 uolIlpuoo pajano0 Aue tape sAep (9t') anl� Apod my ;lm pue popad A ;ueLeM pap.wll ay; 6uunp molaq ssaippe ay ; ;e Auedwo0 s ;onpoad leuol ;ewa ;ul p�en6ule21 0; 6uiIpm ui pa;uasaad eq lie4s A;ue-ueM pa;iwll sly; japun wiep AuV •suol;eogloods pue ain;eja;li>107-Ob10 /W qpm s;uapadaa ja;eM jeel0 pjen6ulea ;uanno 4;im aouepj000e ui pelle;sul ua4m molaq pa;sii suolsnpxa ay; o; joafgns uol;aldwoo ;o a;ep lei ;ue;sgns ay; waj saeaA (9) 3AW 10 popad a ao; sooepns polle;sul pue pejedaid Auadoid lie uo aeam lewjOU ;o suol ;lpuoo aapun uoi ;ei;auad Ja ;em ;sumBe >107 -ONO1W y ;inn s ;uollada21 ja;eM aeol0 pien6uled 4 ;inn pa;eau; saoejjns s;ueuem Auedwo0 s;onpoJd IBM ;ewa ;ul pjen6we8 wjLX07 -OYDBY WMI slua1104'-9Y dOlvAl dvaZ"J" OPJvauftX �u�.�m .zoa�Z I�l.�a��y� MA S p311urt-I ,�upduuoD slonpo .Td Icuot Pujoijul ®pjvn um