Loading...
S-83-1.1-1.6. '��t+a "d?ff '+Y'T +d'rr.r alne.'rah•n'F ..Sa°. p g..TV,sc.,. -; .;�eeeetyn a'e- -.:...aG,• :. <- c'-- �c-^^^ _ _ UNIT % REMODEL PUMP STATION L.5 — . 8" DUCTILE IRON PIPE FORCE MAIN - L.F I O8/ -. ,. ... :.... ♦4` ., ..' ... _. 1 .vim. ., _. Y W a. _ A.. .q RECONSTRUCT SEWER LATERAL EA. 2 = „F 2 Contractor shall request inspection from the office of the District " CONTROL HANDBOOK published by Building News Inc. 1982 r' ,... ..n....:. i- ... -.. a :: '. .'1. Any irork performed without inspection from the District shall : ` ,. -PUBLIC WORKS CONSTRUCTION MANUAL , in case of any conflict O.CEM.A. be considered unacceptable. . 4 Contractor, shall obtain C M.S.D. -sewer permit prior to construction . .: ... ,. .. .•. .:. ..."ei.> _.:. ..x.. , ... .e. _ -: Mesa, `77 Fair Drive. Tel (714) 754-5323. j Contractor shall obtain a// necessary permits that may be required _ - by the local governing agency. ` ;d 6 Contractor to have a copy of approved sewer plan and C•MS.D. • ". Standard Plans and Spec /f /oaf tons on job site al 'all times. Revisions .7 Clay pipe joints shall be Type "G " mechanical compression joints - :fix.♦ . :. for main line sewer. Type "D" joints, Bond -Seal or approved UTILI New Newport Beach Utilities 714- 640221 GALL /0 equal, are approved for laterals and repair work only. Decri t on 8. 6 " laterals shall be constructed from the sewer main to every lot. , SHEET 9 All laterals shall be placed prior to surfacing of streets. - r /0. Stamp "S" on curb at sewer lateral locations. Under ound Service Alert /1 Sewer main shall be air or water tested meeting District :.. COSTA MESA' SAN /TARP D /ST. Engineer s approval. . 12• Prior to asphalt concrete paving, manhole frames and covers shall 481�rs. error to excavator g be left •6" below finish grade. After street surfacing is completed, . = frames and covers shall be raised to grade per Std. Dwgg, N° 5-105. k Approved: 13. Sewer manhole frame and cover shall be A/hombro Foundry A -1270, ' or approved equal. Cover to be stamped 'SEWER'. for underground locating. V - ���� CONVERSION a FORCE MAIN OF ., . :.: Group W Coblewsion 714 -642 3260 _ -1-800-422 4/33 ._ - 6�`/,.� i 'G"' -3 - s ._.. x "... rr -. .. .. T.. ,.. -:: .. J•. .. -..» . :.. . i.,.: ,... _ _., v nn. 4.M T.. YV.••t .. < .... :' T. W t _. , v. a. - k:..�..,.._. .av_�..... _:.... , i .. ..._ -. ... fir .d: _ ':'_ n....... � .. :r3f'. W..h �.• v: ._ .. ...', y.. :... .._ . :.: ,,. S '.�, a .: _ . {.:. -. .< 1. . ' ... t �: .. a. P „ ' k v a t _ rcT s ,_ 14el : ,• .S > -. ...:. .., ,... _:}.. .. _ .. ._. .' , .. 1. -. � .: .. .. N-0 I TEM UNIT QUANT, % REMODEL PUMP STATION L.5 — 2. 2. 8" DUCTILE IRON PIPE FORCE MAIN - L.F I O8/ 3 ENCASE EXISTING SEWER LATERAL EA. 3 4 RECONSTRUCT SEWER LATERAL EA. 2 = „F 2 Contractor shall request inspection from the office of the District " CONTROL HANDBOOK published by Building News Inc. 1982 Engineer 48 hours prior fo commencement of work. Tel (714) 6,V -1731 3 Any irork performed without inspection from the District shall : ` ,. -PUBLIC WORKS CONSTRUCTION MANUAL , in case of any conflict O.CEM.A. be considered unacceptable. . 4 Contractor, shall obtain C M.S.D. -sewer permit prior to construction from the Department of Streets and Sanitation, City of Costa b Mesa, `77 Fair Drive. Tel (714) 754-5323. j Contractor shall obtain a// necessary permits that may be required IN Y O.C.S. Benchmark NB6 -19 -70 In the southwest part of the intersection of Irvine Avenue 23rd _S TREE T FROM and 23rd Street; 42 feet northwest of the center line of Irvine, 35.8 feet southwest of the centerline of 23rd, > W ` L Y OFF / in the top of the southeast corner Of a 4.5 by 8.5 foot l R V l NE AVENUE TO /00' A RH l L L DR / VE concrete catch basin, /eve/ With the sidewalk 1976 EL EV• 27 968 NOTICE TO CON TRAC TORS A/l contractors and subcontractors performing work shown on or related to these plans shall conduct their operations so that all persons are provided a safe place to work and fhe public is protected. All contractors and subcontractors shall comply with the State of California Department of Industrial Relations, Division of Industrial Safety and Health, "CONSTRUCT /ON SAFETY ORDERS," The District Engineer shall not be responsible in any way for the contractors and subcontractors compliance with these orders. Contractor further agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of al/ persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify, and hold the Costa Mesa Sanitary District and the District Engineer harm less from any and all liability, real or alleged, in connection with the performance of work on this project. excepting for /lability arising from the sole negligence of the Costa Mesa Sanitary District, or the District Engineer. The existence, approximate location and extent of any underground utilities or structures shown hereon have been obtained by a search of the available records. The contractor is required to take due precautionary measures to protect the utility lines shown and any I4 Sewer main shall be balled after all manhole frames and covers other lines not of record or not shown. if the contractor, while fi have been raised to grade. GENERAL _NOTES 15. PVC. pipe may be used only with prior approval from the District he shall immediately notify the District Engineer in writing. -, ,- Engineer• The sewer system shall conform to the standards of the Costa �f 16 Contractor shall be responsible for maintaining warning devices 'Mesa Sanitary District. = „F 2 Contractor shall request inspection from the office of the District " CONTROL HANDBOOK published by Building News Inc. 1982 Engineer 48 hours prior fo commencement of work. Tel (714) 6,V -1731 3 Any irork performed without inspection from the District shall : ` ,. -PUBLIC WORKS CONSTRUCTION MANUAL , in case of any conflict O.CEM.A. be considered unacceptable. . 4 Contractor, shall obtain C M.S.D. -sewer permit prior to construction from the Department of Streets and Sanitation, City of Costa b Mesa, `77 Fair Drive. Tel (714) 754-5323. j Contractor shall obtain a// necessary permits that may be required by the local governing agency. ` ;d 6 Contractor to have a copy of approved sewer plan and C•MS.D. • ". Standard Plans and Spec /f /oaf tons on job site al 'all times. Revisions .7 Clay pipe joints shall be Type "G " mechanical compression joints - :fix.♦ . :. for main line sewer. Type "D" joints, Bond -Seal or approved UTILI New Newport Beach Utilities 714- 640221 GALL /0 equal, are approved for laterals and repair work only. Decri t on 8. 6 " laterals shall be constructed from the sewer main to every lot. , SHEET 9 All laterals shall be placed prior to surfacing of streets. - r /0. Stamp "S" on curb at sewer lateral locations. Under ound Service Alert /1 Sewer main shall be air or water tested meeting District :.. COSTA MESA' SAN /TARP D /ST. Engineer s approval. . 12• Prior to asphalt concrete paving, manhole frames and covers shall 481�rs. error to excavator g be left •6" below finish grade. After street surfacing is completed, . = frames and covers shall be raised to grade per Std. Dwgg, N° 5-105. k Approved: 13. Sewer manhole frame and cover shall be A/hombro Foundry A -1270, ' or approved equal. Cover to be stamped 'SEWER'. NOTICE TO CON TRAC TORS A/l contractors and subcontractors performing work shown on or related to these plans shall conduct their operations so that all persons are provided a safe place to work and fhe public is protected. All contractors and subcontractors shall comply with the State of California Department of Industrial Relations, Division of Industrial Safety and Health, "CONSTRUCT /ON SAFETY ORDERS," The District Engineer shall not be responsible in any way for the contractors and subcontractors compliance with these orders. Contractor further agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of al/ persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify, and hold the Costa Mesa Sanitary District and the District Engineer harm less from any and all liability, real or alleged, in connection with the performance of work on this project. excepting for /lability arising from the sole negligence of the Costa Mesa Sanitary District, or the District Engineer. The existence, approximate location and extent of any underground utilities or structures shown hereon have been obtained by a search of the available records. The contractor is required to take due precautionary measures to protect the utility lines shown and any I4 Sewer main shall be balled after all manhole frames and covers other lines not of record or not shown. if the contractor, while j. . have been raised to grade. - performing the contract, discovers utility facilities not shown hereon, LOCATION MAP 15. PVC. pipe may be used only with prior approval from the District he shall immediately notify the District Engineer in writing. -, ,- Engineer• SCALE I -200 16 Contractor shall be responsible for maintaining warning devices lights and flagmen in accordance with "WORK AREA TRAFFIC' " CONTROL HANDBOOK published by Building News Inc. 1982 ly All Work in County R/W shall conform to O.C,EM.A. STD, PLANS and '! -PUBLIC WORKS CONSTRUCTION MANUAL , in case of any conflict O.CEM.A. stds. shall revorl p , Project N° 1112/00 --77 • ". Revisions _ ; - :fix.♦ . :. - UTILI New Newport Beach Utilities 714- 640221 GALL /0 Date Decri t on ENGINEER., , SHEET - r Santa Ana Her h1s Water '7/4- 545 -/060 g Under ound Service Alert :.. COSTA MESA' SAN /TARP D /ST. 23 d STREET PUMP STATION . e C Mesa onsolidated 14tater 714 -63/- -1200 Pacific Telephone 7/4 -633 -081/ p 481�rs. error to excavator g . = I Approved: ' Southern Cal. Gas 7/4- 63431/7 Southern C E _ _ her a/. Bison 714 973 549/ for underground locating. - ���� CONVERSION a FORCE MAIN OF ., . :.: Group W Coblewsion 714 -642 3260 _ -1-800-422 4/33 - 6�`/,.� i 'G"' -3 6 . _ Robin B. Homers R.C.E. 3/720 Date i EXIST. 12" CDNC. hLAB W/ 12 "O.C. EAWA1 BOT. 1' D 2' 3" GONST. 0 CI1NC BLK. W/ 30 "x 48" TRAFFIC ODOR "7 G M5 (HI 0! 32" D.C. Q (VI L4 32" D.C. G!'S 7r-L, "3TIE5 @ 1Y' DL. 5 012'Db DDWEL TD MATCH 2.•9•, .. LEAIPNF'G 2'•O"MW 1�EXIST. 9 "CDNC WALL �1 W/ p4 a IY D.G- EA FACE CWT. 12" WIDE x 18 "THK CDNC. REAM I / W/3 WT. (2 =A5 TDP DETAIL 30 LONCRETE DOLLAR W14 • 03 TIES ? 3 "O.E. EA. END - Y 3 TIE5 0 12" D.C. `� < `SCALE A(4 ", V CHIP DFF EXIST. CORBEL WHERE z NEW CDNC -BEAM OT�L<URS. U0145T17" WIDE x W THK CONE. GOLUMUJ I W /2•vb VERE 1 V4 TIBMZ" aG. 2 *(oxi'•D' LG DDWEL TYPI I CDN4T. 12" WIDE r24 "THK CONE. BEAM t.. W /i?(. 2 BOT. 1 2'"5TOP W/ 4 -113 TES e 3" D.C. EA. END "3 TIES `4 DRILL 1Mi DIA. HOLE 1 DRY PACK CONST. 12 "WIDE xLi IRK LDNC. COL. W/ E • "b VERT. XNT. 9" CDNC. hLAB W /dG61YO.C. E,W EA. FACE DOWELS x 3' D" LG. -•� :74 \ ITVP I l EXIST. 12 "LDNC. SLAB WM(.012'MC.E.W. I DRILL 1'h "DIA.HULE DETAILC � CONCRETE BEAM t COLUMN 1 DRVPALK SCALE 3/4" 1' / • / m - DETAIL 2 • CONCRETE BEAM i COLUMN V SCALE 3/4"A' 1' R /W7 / y EXIST, 2" GAS —3 G G IEXIST. 4NELF -- aYPA�i�i NOTE• GONST. 8" ID. D.LP. W W W W fW THE CONTRACTOR WILL INSTALL i MAINTAIN TEMPORARY BYPASS FACILITIES CAPABLE EXIST. 6" I.D. ALP EXIST. 6" A.C. WATER = OF 5VPAS5ING ALL OF THE SEWAGE FLOW THRDUGH THE AREA OF WORK DURING D05T. CHANNEL TO BE WIDENED —�! ft r, ��� W CDNSTRUCTION. SUCH ERUIPMENT AND ITS INSTALLATION hHALL MEET THE .PRIOR —� �`� ,) ¢ APPROVAL OF IRE DSTRILT ENGINEER. MINIMUM REOWRED PUMP CAPACITY SHALL EXKT 10" V.C.P. + tj - -_ EXIST. 9" V.C,R hEWlit —_ 15E 35O GPM. _ - ,�.� !• U(IST 8'- A.Z. WATER 3 h�Fj /t �— —1J . I I RD 4�p /L n T EXIST. Air I.D M.N. b ! YE. / L3— �L)� iTREE1 _ --►I11 1 4 EX15T. f3" 4IB5URFALF DRAIN v (PROTECT IN PLACE) \ EE15T. CURB 1 GUTTER SECTION A •A PROTECT IN PLACE �'� 4GALE '9/4':1 \ 4R REPLACE PER L.N.B. N EXI4. Pp I my (BACKFILL PER LOCAL AGENG� - l1ARDh I�r i I�I hTAN -- 8 D. L P. EX15T. 4&' MANHOLE 13' 1.0' MINIMUM ENLARGE QIST. CHANNEL �� 3D DNZ M TE P R I)LIME T1% EXIST 24 "R.C.P. R/ / iS L• ..I AN hPE ..- DMIN. COME 13" I.D [LI.P. Z I11 � EXISTING hHEIF III T— El(14T. 10 "I.D. V.C.P. /� EXIST. SIDEWALK ill_ _ i D hCONCRITES AGGREGATE. MAX. — _ (PROTECT IN PLACE) ' I .111 1 i �i GRADATION: ND 2. A �. A BEDDING DETAIL _ NOT TO SCALE .� EXKTING SHELF / Ell 5T� "1[LACP MITE PLAN `SEALE f 10' CONSTRUCTION NUTE5 - ' T DE 1 A I L A � iO CONSTRUCT ACGEhS CIIVERS E REMODEL hTATIDN PER DETAILS hHT 5. O REMODEL EXIST. CONTROL PANEL ENCLOSURE PER EIETAIIS _ � SHT. 6. CONNECTION TO M.H. AT 41A 18-182.9 D � �:J REMOVE El(HTING BYP0.h5 VALVES . FITT1NGh. M.H. FRAME 1 COVER. AND hHEET r VALVE BOXES. RETURN ALL EDUIPMENT TO 73M PLACENTIA AYE. SCALE 3/4 " :i O PROTECT E115T. 6MP'AM IN PLACE OR CONST TEMPORARY SIGN 7D - ZYA STREET PUMP �iTATION ( SATIhFACTIDN OF CITY INSPECIDR. - 2 - O CONST Fo" PL.L. SIDEWALK PER C.W.B. STD. DF O RECONSTRUCT EXIST. Sl1BSURFACE ORA1N 1 CIERNdifi A5 NEEDID - TO THE SATISFACTION OF THE CM INSP- CDNVER'iION b" FORCE MAIN , 76 HT F Ai C VE4ARME R To . REMAIN i� � I � I � I I ' . I I EXISTING DOUBLE ■L.TDP(BOTTOM REINFORCING 1 AROUND EYKTING OPENINGS I >. IT 11 1 C i2 NZ • � � s I I 3!: I 17 , II 1 8' CDNC, BLOCK WAIL WI v I 1 0 21 I a r9 lHl e,571 D.C. • d *4(Y)832'UL ZTJA— LES / PATCH EXISTING HO SAWC111 ! ENLARGE EXHT OPENING 25 0 + IN VALVE VAULT !PAINT 19 a_! TO 3L =t b0" o A i I 70 MATCH E114TINE 7 25 U f _ EX)hl. VLNT 41PE lti DE AEMI7VLD 4 } 24 I I I HiNTI SIDE I DF DOOR I I � f 16 10 I II DRlll I'n` DIA. H01E (DRYPACN (TYP) ' 1 �� � 3•fe --�-- 14 3 L� \ I 48 I MIN. LAP (iYPI .. j EXIST. EXHAUST PIPE TO REMAIN to 1 12 �Q 1 \ � 4' 0' ��� 12''•j 8 L!_ 34 44 TIESQR "DE. _� 32 DRILL IA DIA. RULE EXIST. BLOWER FAN UNIT. TD BE MOUNTED 48" I DRY PACK (TYP) ABOVE FIDORJIN THE WALL,BV CONTRACTOR. EXIST. PUMP STATION I I I EXIST EXHAUST PIPE TO REMAIN, INTAKE PIPE TO BE CUT TIFF V ABINE FLUOR ti L3 LONST. L" P.C.C. SIDEWALK (EY15T HOLE PIPE BE GROUTED !SEALED. EXIST. VENT PIPE IN CEILING TD BE REMOVED. �T 4 AL1.1D PRECAST CDNC.: ``'PLAN VIEW PUMP �►TATIQN a�p�� A !' °+" e W . ' OF WAIL 4ECT10N B •b VALVE VAULT CONSTRUCTION NUB: WE. MODEL SCALE '�t" : F f s tiCALE 4ri: 1' 2% r4 30 Q IB"DE, lO SUBMERSIBLE SEWAGE PUMPS (2) FURNKED BV DISTRICT A B.h. AEP. 211 EX i. PSI y 6D KSI 3000 (' : �I Ur I Dili= 33 OPUMP DISCHARGE BASE (7) FURNISHED BY DISTRICT A.dh. 62325)3 i O3 MERCURY FLOAT hWITGNES (51 FURNISHED 131 31TRICT A.ti.h. $28)8,31 4AWCUT ]L 'Y 48' SAWCUT i ENLARGE EXIST, 9D'iSY" 25 REMOVE EXISTING !D" SQUARE. BRICK MANHOLE, = OPENING IN EYIST OPENING 78 54 x 60" FRAME COVER.I CONST. PRECAST W s 611` I.D. , O CABLE HOLDER ASSEMBLY FURNISHED BY DISTRICT A.B.S. V24 5005 �- fi•r5 W /M3TH1 SLAB. MANHOLE ! GD&R. 112'11L. (TYP.) DRILL 1V7 DIA. HOLE' ri DRYPACK (1YP) rl� _ ti IRPER GUIDE BAR BRACKET5l2) FURNISHED BY DISTRICT A.B.S. [c232513 2 "CLR(7YP.) l 1 I 0311" x 48'• ACCESS LOVER , TRAFFIC LOADING kai. 3913/1413 N I N 1 Ultil 13 X24 I� O7 INTERMEDIATE GUIDE BAR BRACKETS (2) hTAWlESh h1EE1 A.D.S. A059042 i '— I 8" CUNC. BLOCK WALL W/ 9 8 2 DIA A3119 STAINLESS STEEL GUIDE BAR (2) I 4'•O" DOWEL TO MATCH VERT• a 5 (N1 D 32" OC. j) 16 13 O " yc. - M 4 DOWELS . TC LG.B 24'OL.( bo REWF'G. 2'•D" MIN LAP +� 4 (V1 L► 32" O.L - 4Y5 TOP 13.118 80T. W/ 15 Ib - (9),4%f#- REDUCER It) 4 • rY TIES BI13" O.C. EA END I I CORE DRILL ' 46- DIA HOLE W/ 3T0lDi2 "UlATYPl �12�' I 19• �� Ib 2 t I 1Q 4" 12516 ECCENTRIC PLUG VALVE W /LEVER (3) DElUR)K D400, FIE iib.F.6.Rh16. I : 1 ANG. ( FIG )49.11400 B If L' 12516 SWMC. CHECK VALVE. BRONZE TRIM. SPRING CLDW I 4 f^ i LEVER OPERATED. (2) I I 12 14 IO 8 I I 12 6 BRONZE BUICK COUPLING (1) GATES RUBBER 7Z39 92 2'CLR 34. 45• ELBOW (2) 7 CONCRETE BLOCK WALL (VAPOR BARRIER) I 1 6 III 15 l�W 4" 90' ELBOW (1) I4 I h 6 9 15 4" 90' BASE ELBOW .SECURED TO THE BOTTOM Of STATION (2) 35 I I COAT ALL INFERIl1R SURFACES _ OF WET WELL PER SPEC') 2 (o VE11T. 33 F 14 W DLICTOF IRON PIPE W/ y4 LIES! 12'O,C. l 11 1 0 8" 90 REDUCING ELBOW (1) - 3 ( • w 1 GROUT luI 1 I — I SAWCUT E ENLARGE EXIST. OPENING +B r4 TEE 12) 111= iO 5c . (.0'. y1 :. 8" DUCTILE MON. PIPE Dal 1�4 "DIA. NDLE E DRYPAGK ITYP) A' C.I. PIPE SUPPORT, SECURED TO FLUOR 111 a r — -- — — 21 4• FLOAT MODEL FLEX FLOOD STOPPER. MODIFY EEIST. HOLE RICO FLEX BRA55 Co. INC. 3475 i 4 — O IN FLOOR TO FIT. (1) - - -_ -- w REMOVE EXISTING CORDELTO CREATE ZY PRECAST 3'•D "x5'0" GRADF RINGS A550CIA1ED CONCRETE PRODUCT( - NPBA511O 39 r 5L' c 411' OPENING. _ e44 uE`GY`� s�iECTION G•G WET WELL , - ' Zi AIX 3/4 " HOLES PIECE, TORSION HINGED TRAFFIC COVER 3T NPB4511O — I I SCALE 'h" 1' SIX 3/a H0LE5 T11 BE DRILLED IN UD PER INSPECTOR II _ tK CJR PRECAST 4'•O" �A' 11' VAULT NECKING PVCN 4(346 20 5 TOP 13 r6 BUT 26 NEMA L JUNCTIUN BOX KILLARK DBS 806 ^ " W14•#3lIR 03` 111. a EA. END W/0311E5 0 12'O.C. I 1EV. 10.75 YI LIGHT ! POWER SWITCH PER ELECT. PLANS t)' C ) 14 u g C I 1 �► _ HIGH WATER ALARM Y7 DUPLEX iIUV REGEPTACLE PER ELECT. PLANS 1 • ___tt --- 5 .p.. a [� �'+ ELEV. 50.25 l O RELOCATE EXIL LIGHT FIYTLDTE AS NEEDED. REWIRE PER ELECT. P1AN5. • 0 �I GORE DRlll iR" DU HOLE I� 39 LAG PUMP ON O - CAST IN PLACE CONCRETE COLLAR, SEE DETAIL. 3 SHE 2OFL : : IrnT *jam , ELEV. 9.75 124 II I — i LEAD PUMP ON O • ly„ 30 CAST IN PLACE CONCRETE BERM .SEE DETAIL 1 hHT.2 OFL ` ROUT — I I ELEV. L.75 O CAST IN PLACE CDNCRETE BEAM, SEE DETAIL 2 SNT 2 OF L PUMPS OFF \\ { 15 IIII�C -'� O CAST IN PLACE CONCRETE COWAN. SEE DETAIL 1 ')HT 2DF4 (24 "� -- - ELEV. L.411 O CAST IN PLACE ]CONCRETE COLUMN. SEE DETAIL 2 SHT 2 OF 4 15` REDUNDANT PURR OFF ::• . • AND INSTALL IN NEW VALVE VAULT AS SHOWN rtT —T ELEV. 6.59 O CUT TO FIT AS LADDER A ANCHOR BOLTS /I I T BOOM OF STATION RETURN )T TO GL.M - c, - O REMOVE EXriTING FDUIPMENT FROM STATION f _ .. ll CORPDRATIDN YARD 231M PLACENTIA AVE. - III?IIt=111 111= IIIGIIII IU III _Ilf 1 O STAINLESS 41EEl CHAIN SECURED 10 TOP OF WET WELL. CHAIN SRALL BE ABS MODEL 1t 3271482 OR ETIUAL. SHEET It, -9.. 23" �iTREET PUMP �iTATION SECTION A'A PUMP STATION' w CONVERSIOY F FORCE MAIN P 7 . ..:.__. x .,, ..•�.._ tea. ,.. m I 1 a,Le vi w >. IT 11 1 C i2 NZ • � � s I I 3!: I 17 , II 1 8' CDNC, BLOCK WAIL WI v I 1 0 21 I a r9 lHl e,571 D.C. • d *4(Y)832'UL ZTJA— LES / PATCH EXISTING HO SAWC111 ! ENLARGE EXHT OPENING 25 0 + IN VALVE VAULT !PAINT 19 a_! TO 3L =t b0" o A i I 70 MATCH E114TINE 7 25 U f _ EX)hl. VLNT 41PE lti DE AEMI7VLD 4 } 24 I I I HiNTI SIDE I DF DOOR I I � f 16 10 I II DRlll I'n` DIA. H01E (DRYPACN (TYP) ' 1 �� � 3•fe --�-- 14 3 L� \ I 48 I MIN. LAP (iYPI .. j EXIST. EXHAUST PIPE TO REMAIN to 1 12 �Q 1 \ � 4' 0' ��� 12''•j 8 L!_ 34 44 TIESQR "DE. _� 32 DRILL IA DIA. RULE EXIST. BLOWER FAN UNIT. TD BE MOUNTED 48" I DRY PACK (TYP) ABOVE FIDORJIN THE WALL,BV CONTRACTOR. EXIST. PUMP STATION I I I EXIST EXHAUST PIPE TO REMAIN, INTAKE PIPE TO BE CUT TIFF V ABINE FLUOR ti L3 LONST. L" P.C.C. SIDEWALK (EY15T HOLE PIPE BE GROUTED !SEALED. EXIST. VENT PIPE IN CEILING TD BE REMOVED. �T 4 AL1.1D PRECAST CDNC.: ``'PLAN VIEW PUMP �►TATIQN a�p�� A !' °+" e W . ' OF WAIL 4ECT10N B •b VALVE VAULT CONSTRUCTION NUB: WE. MODEL SCALE '�t" : F f s tiCALE 4ri: 1' 2% r4 30 Q IB"DE, lO SUBMERSIBLE SEWAGE PUMPS (2) FURNKED BV DISTRICT A B.h. AEP. 211 EX i. PSI y 6D KSI 3000 (' : �I Ur I Dili= 33 OPUMP DISCHARGE BASE (7) FURNISHED BY DISTRICT A.dh. 62325)3 i O3 MERCURY FLOAT hWITGNES (51 FURNISHED 131 31TRICT A.ti.h. $28)8,31 4AWCUT ]L 'Y 48' SAWCUT i ENLARGE EXIST, 9D'iSY" 25 REMOVE EXISTING !D" SQUARE. BRICK MANHOLE, = OPENING IN EYIST OPENING 78 54 x 60" FRAME COVER.I CONST. PRECAST W s 611` I.D. , O CABLE HOLDER ASSEMBLY FURNISHED BY DISTRICT A.B.S. V24 5005 �- fi•r5 W /M3TH1 SLAB. MANHOLE ! GD&R. 112'11L. (TYP.) DRILL 1V7 DIA. HOLE' ri DRYPACK (1YP) rl� _ ti IRPER GUIDE BAR BRACKET5l2) FURNISHED BY DISTRICT A.B.S. [c232513 2 "CLR(7YP.) l 1 I 0311" x 48'• ACCESS LOVER , TRAFFIC LOADING kai. 3913/1413 N I N 1 Ultil 13 X24 I� O7 INTERMEDIATE GUIDE BAR BRACKETS (2) hTAWlESh h1EE1 A.D.S. A059042 i '— I 8" CUNC. BLOCK WALL W/ 9 8 2 DIA A3119 STAINLESS STEEL GUIDE BAR (2) I 4'•O" DOWEL TO MATCH VERT• a 5 (N1 D 32" OC. j) 16 13 O " yc. - M 4 DOWELS . TC LG.B 24'OL.( bo REWF'G. 2'•D" MIN LAP +� 4 (V1 L► 32" O.L - 4Y5 TOP 13.118 80T. W/ 15 Ib - (9),4%f#- REDUCER It) 4 • rY TIES BI13" O.C. EA END I I CORE DRILL ' 46- DIA HOLE W/ 3T0lDi2 "UlATYPl �12�' I 19• �� Ib 2 t I 1Q 4" 12516 ECCENTRIC PLUG VALVE W /LEVER (3) DElUR)K D400, FIE iib.F.6.Rh16. I : 1 ANG. ( FIG )49.11400 B If L' 12516 SWMC. CHECK VALVE. BRONZE TRIM. SPRING CLDW I 4 f^ i LEVER OPERATED. (2) I I 12 14 IO 8 I I 12 6 BRONZE BUICK COUPLING (1) GATES RUBBER 7Z39 92 2'CLR 34. 45• ELBOW (2) 7 CONCRETE BLOCK WALL (VAPOR BARRIER) I 1 6 III 15 l�W 4" 90' ELBOW (1) I4 I h 6 9 15 4" 90' BASE ELBOW .SECURED TO THE BOTTOM Of STATION (2) 35 I I COAT ALL INFERIl1R SURFACES _ OF WET WELL PER SPEC') 2 (o VE11T. 33 F 14 W DLICTOF IRON PIPE W/ y4 LIES! 12'O,C. l 11 1 0 8" 90 REDUCING ELBOW (1) - 3 ( • w 1 GROUT luI 1 I — I SAWCUT E ENLARGE EXIST. OPENING +B r4 TEE 12) 111= iO 5c . (.0'. y1 :. 8" DUCTILE MON. PIPE Dal 1�4 "DIA. NDLE E DRYPAGK ITYP) A' C.I. PIPE SUPPORT, SECURED TO FLUOR 111 a r — -- — — 21 4• FLOAT MODEL FLEX FLOOD STOPPER. MODIFY EEIST. HOLE RICO FLEX BRA55 Co. INC. 3475 i 4 — O IN FLOOR TO FIT. (1) - - -_ -- w REMOVE EXISTING CORDELTO CREATE ZY PRECAST 3'•D "x5'0" GRADF RINGS A550CIA1ED CONCRETE PRODUCT( - NPBA511O 39 r 5L' c 411' OPENING. _ e44 uE`GY`� s�iECTION G•G WET WELL , - ' Zi AIX 3/4 " HOLES PIECE, TORSION HINGED TRAFFIC COVER 3T NPB4511O — I I SCALE 'h" 1' SIX 3/a H0LE5 T11 BE DRILLED IN UD PER INSPECTOR II _ tK CJR PRECAST 4'•O" �A' 11' VAULT NECKING PVCN 4(346 20 5 TOP 13 r6 BUT 26 NEMA L JUNCTIUN BOX KILLARK DBS 806 ^ " W14•#3lIR 03` 111. a EA. END W/0311E5 0 12'O.C. I 1EV. 10.75 YI LIGHT ! POWER SWITCH PER ELECT. PLANS t)' C ) 14 u g C I 1 �► _ HIGH WATER ALARM Y7 DUPLEX iIUV REGEPTACLE PER ELECT. PLANS 1 • ___tt --- 5 .p.. a [� �'+ ELEV. 50.25 l O RELOCATE EXIL LIGHT FIYTLDTE AS NEEDED. REWIRE PER ELECT. P1AN5. • 0 �I GORE DRlll iR" DU HOLE I� 39 LAG PUMP ON O - CAST IN PLACE CONCRETE COLLAR, SEE DETAIL. 3 SHE 2OFL : : IrnT *jam , ELEV. 9.75 124 II I — i LEAD PUMP ON O • ly„ 30 CAST IN PLACE CONCRETE BERM .SEE DETAIL 1 hHT.2 OFL ` ROUT — I I ELEV. L.75 O CAST IN PLACE CDNCRETE BEAM, SEE DETAIL 2 SNT 2 OF L PUMPS OFF \\ { 15 IIII�C -'� O CAST IN PLACE CONCRETE COWAN. SEE DETAIL 1 ')HT 2DF4 (24 "� -- - ELEV. L.411 O CAST IN PLACE ]CONCRETE COLUMN. SEE DETAIL 2 SHT 2 OF 4 15` REDUNDANT PURR OFF ::• . • AND INSTALL IN NEW VALVE VAULT AS SHOWN rtT —T ELEV. 6.59 O CUT TO FIT AS LADDER A ANCHOR BOLTS /I I T BOOM OF STATION RETURN )T TO GL.M - c, - O REMOVE EXriTING FDUIPMENT FROM STATION f _ .. ll CORPDRATIDN YARD 231M PLACENTIA AVE. - III?IIt=111 111= IIIGIIII IU III _Ilf 1 O STAINLESS 41EEl CHAIN SECURED 10 TOP OF WET WELL. CHAIN SRALL BE ABS MODEL 1t 3271482 OR ETIUAL. SHEET It, -9.. 23" �iTREET PUMP �iTATION SECTION A'A PUMP STATION' w CONVERSIOY F FORCE MAIN P 7 . ..:.__. x .,, ..•�.._ tea. ,.. m I 1 a,Le vi N I C7 Z Z I I C 2 ' U M W co / J W V W I U) Y ' •irf. , r pi C; w+ r`. a' x4 A' x S Irl , lt- t j ,t � a r " r� a y— , , p < e lt- t j ,t � a r " r� M rai✓ r ' ,3- 3 n I' ��F° = R�r oc os axr�i` w6'i WI4Lt... ff '1Ga IGiU._. :5rt_ UC;r DULL lbox ` Ll�ai-{T t'tXtt1►L>� W. __ � X13 P"iri1E"�"tCa1ii''� .i -1w C7i' �oiL - �---f� � 3KV�,'�tzhNsF' I � t�oR• pu►4t°�• -. 1 k �rZ '►T4�t, mow, I _} 'Waji- rtI�N'f A �. �q'i vNr�¢l�rledUNt� G�tJct11Z — J�Nc�aN ,,� r` 3, ---� url !- jY ca fz�u.r�. �oAts -rl N&) 2 waT�r2. ' �. .- JUNG('to1J ErOX V �4 TT' N VALVE VAt1L'j G _ pAi�iGE: A IWV- ldr t xt- IAt}`�1 Fey► ®_ k u.4_ (411 -Ipc�, L_ 5HW 23' STREET PUMP 5TATIRN ` o>< CUNVER51ON 4 8 ". FORCE MAIN