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HomeMy WebLinkAbout1.2-5900_LIFTSTATIONWasco �Esaer� STATE P McARLLICH R BAKERS FIEL[] CALIFORNIA W Maricopa /ON liyl£R STAGE REM 7M AWA VICINITY MAP NO SCALE SEW R LIFT STATION#1 SEWER IMPRO VEMEN T PLANS FOR McA L L IS TER RANCH -SEWER LIFT STAT/ON # 7 SERVICEAREA BOUNDRY KERN COUNTY, _ r t Ir D } L^'i« ,tr is - �R > z c a - `1 ._ ._-, ._ - may' t• 3 3 11'1 t r �m _ � f r w ;F r5, S •ar' F '""t 1� ! =t (p j f< S 3 •_ k � � m l l� 4 i t t f x; s7 y} st �-t t w, li 3 ' F' ,z`£ ¢: 3" f it 3 l R:. £z F. i" 3 t £ z ii h 4 I F+ t f. - t 1+ T f 1 l3 it 1 �e t t, 1t :t It" F I i u, a 7 c. O m_y ,?r r" { i F I I ! t fit. iu to k,g zd , 7 '# i Z 'tl i f'. t, r t i f i t 5t Y, .f t t F i $ !! a t t4 I § I i t• ., f t 1 i= F'+ p }i r )`• a jj •:h I �5 i l.� v 6 �t, f,+ ¢ Ix j�t i s le /r l° t" t .a, 'y C t t tl� ¢- P }j t L.I p `4 Y ' t' � 1 Y.: F' b f � , 1 5 j; < R A/N `�, _ ,s R FO CEM r EWE ,^ E 6"S EWER \1 : g , l t f' .J r /t Ilk 7 ZZ RmM LOCATION MAP t '\7 0 400' 600 800' LN i R/SUBDI VIDER SUNCAL COMPANIES 1700 "K" STREET SUITE 120 BAKERSFIELD, CA 93301 (661) 322-7363 NGINEER Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569-2500 Fax. 916.921.9274 www.stantec.com SCALE.- 1 "=400' CALIFORNIA �k 3 f I t r\ - t � h t7 t z f � a .t I f ll F i8s l' _ s t1 ! 3 4'. f } a •f u -"< }! d t 1 j 13 / -'d a few Y:. A t, k- } tts. _ dT ,Ta i j { T.� -t f cf }t i 4 1 j t. —fir I I� W Y a t. t i t 1 {( F «k' Tt "_ Y i. *r `i q 51. t tt ,Z S ,t s , ><F I i Lr V L _ t frv_ }t f i 5L +•' 'k 1 - 3<„ , R^ ti 1 E t w « t d5Y r 2 { ;,V; f'T 1jL t F 4 i t'•" e.I S- ! 1 i � - } t t I 27 �I �T { 2) n- 1e {- .2 r^ rr t Ej f S Isd-a ' 4 t't z- I t i i 4. i t, _ t 1 i gym. T 3_ SERVICE AREA = 217.5 ACRES AVERAGE FLOW Qa = 0.219 MGD PEAK FLOW QP = 0.648 MGD BASIS OF BEARINGS: THE BEARING OF SOUTH 890 36' 47" EAST AS SHOWN FOR THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER OF SECTION 22, T30S, R26E, M.D.M. ON KERN COUNTY SURVEYOR'S FIELD MAP 7-1, BK 6, PAGE 33. BENCHMARK USED: TOP OF BRASS CAP IN CONCRETE MONUMENT AT INTERSECTION OF WHITE LANE AND VIA IGLESIA. ELEVATION =359.27 (U.S.G.S. DATUM) BENCHMARK SET: TOP OF 2" IRON PIPE AT NORTHEAST CORNER OF SECTION 23, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN. ELEVATION=348.19 (U.S.G.S. DATUM) PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE LOCATION OF ANY EXISTING UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORDED OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. .UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444 .._._ 7i / =-X PEN`S _ 5 - > 3 0 DRAWING INDEX: GENERAL NO. SHEET DESCRIPTION 1 T-1 TITLE SHEET AND INDEX 2 G-1 LEGEND, SYMBOLS, ABBREVIATIONS AND GEOAL NOTES STRUCTURAL 3 S-1 STRUCTURAL GENERAL NOTES, PLANS AND SECTION 4 S-2 PLAN, SECTION AND DETAILS MECHANICAL 5 M-1 SITE PLAN 6 M-2 DETAILS 7 M-3 DETAILS 8 M-4 DETAILS N INSTRUMENTATION ELECTRICAL INTRMENT TI AND S U 9 E-1 N SYMBOLS LEGEND AND ABBREVIATIONS SYMBOLS, 10 E-2 ONE LINE DIAGRAM SERVICE CONTROL CABINET AND LOAD CALCULATION 11 E-3 ELECTRICAL SITE PLAN 12 E-4 CONTROL SCHEMATICS 13 E-5 CONTROL SCHEMATICS 14 E-6 DETAILS 15 E-7 DETAILS ENGINEER'S CERTIFICATE: I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERROR, OMISSIONS, OF VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. BRUCE A. BAKER R.M.E. 22705 DATE: EXP. 9/30/08 REVIEWED BY: C R. LAROCHELLE DATE: AS STANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: R UL M. ROJAS R.C.E. 39880 DATE: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD Stantec tantec Consulting Inc. 590 Venture Oaks Way acramento, CA 95833-3288 el. 916.569.2500 ax. 916.921.9274 ww.stantec.com Copyright Reserved The Contractor shall verify and b I responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs ands drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consultinq Inc. is forbidden. Construction Notes Title TITLE SHEET AND INDEX Project No. 184400800 Drawing No. T-1 Scale AS NOTED Sheet Revision 00 L0 of 15 0 N — - - - - _ I ' r P f I Z .q^ �i. rill 3 I . � I Revision By ;ppd. Date File Name: G.C. D.E. D.E. 05-11-07 Dwn. Chkd. Dsgn. Date BRUCE A.•'': ��'• /CBAKE �.`►, 012�: V MECHANICAL M E OF CK0 0 r 0 0 Client(Project VAUJ��f lA*M, LQp SEWER LIFT STATION #1 U ' MCALLISTER RANCH EVERGOOD STREET Kern Countv, California Title TITLE SHEET AND INDEX Project No. 184400800 Drawing No. T-1 Scale AS NOTED Sheet Revision 00 L0 of 15 0 N — - - - - _ LEGEND. t: 4"W 24"SS –X —�e E— — G 1+00 EXISTING ELEVATION STORM DRAIN, DIRECTIC WATER PIPE AND SIZE SANITARY SEWER, DIRE FENCE RIDGE SWALE CENTER LINE EXISTING CENTER LINE P.U.E. PROPERTY LINE RIGHT OF WAY LINE ELECTRICAL NATURAL GAS BASE LINE TELEPHONE PROPERTY LINE SYMBOLS SYMBOL TYPE I AI BUTTERFLY VALVE ---94— GATE VALVE AC SWING CHECK VALVE IPS BALL VALVE —IN— GLOBE VALVE Ms POUND AL SOLENOID CONTROL VALVE — FLOW CONTROL VALVE FCV APPROXIMATE —9�A--- PRESSURE REDUCING VALVE PRV ASSEMBLY LSH PRESSURE RELIEF VALVE BC THRUST BLOCK + POINT OF CONNECTION AK HYDRANT 0 DIAMETER ►N AND SIZE TION AND SIZE BF G SCV CV BL GL SC FC 19 DIA A051 501 15N _ \ . AB AGGREGATE BASE INV INVERT ELEVATION AC ASPHALTIC CONCRETE IPS IRON PIPE SIZE AFF ABOVE FINISHED FLOOR LB POUND AL ALUMINUM LF LINEAL FEET APPROX APPROXIMATE LT LEFT ASSY ASSEMBLY LSH LEVEL SWITCH HIGH BC BOLT CIRCLE LSL LEVEL SWITCH LOW BF BLIND FLANGE LWL LOW WATER LEVEL BILK BLOCK MACH MACHINE BOTT BOTTOM MATL MATERIAL CAP CAPACITY MAX MAXIMUM CFS CUBIC FEET PER SECOND MCC MOTOR CONTROL CENTER Cl CAST IRON MECH MECHANICAL CENTER LINE MFR MANUFACTURER CLR CLEAR MGD MILLION GALLONS PER DAY CLSM CONTROLLED LOW STRENGTH MATERIAL MH MANHOLE CMP CORREGATED METAL PIPE MIN MINIMUM CONC CONCRETE MIPT MALE IRON PIPE THREAD CONN CONNECTION MJ MECHANICAL JOINT CONSTR CONSTRUCTION (N) NEW CONT CONTINUOUS NIC NOT IN CONTRACT CORP CORPORATION NO NUMBER CPLG COUPLING NOM NOMINAL CTG COATING NP NON–POTABLE WATER CTR CENTER NPT NATIONAL PIPE THREAD CYL CYLINDER NTS NOT TO SCALE DBL DOUBLE OC ON CENTER DET DETAIL OD OUTSIDE DIAMETER DI DUCTILE IRON OR DRAIN INLET P&ID PROCESS & INSTRUMENTATION DIAGRAM DIA DIAMETER PCC PORTLAND CEMENT CONCRETE DIM DIMENSION PE PLAIN END DISCH DISCHARGE PL PLATE DR DRAIN POC POINT OF CONNECTION DWG DRAWING PRV PRESSURE REDUCING VALVE (E) EXISTING PSI POUNDS PER SQUARE INCH EA EACH PT POINT EL OR ELEV ELEVATION PVC POLYVINYL CHLORIDE ELEC ELECTRIC R RADIUS EP EDGE OF PAVEMENT RCP REINFORCED CONCRETE PIPE EQPT EQUIPMENT RELOC RELOCATE EXP EXPANSION REQD REQUIRED (F) FUTURE RT RIGHT FAB FABRICATE R/W RIGHT OF WAY FC FLEXIBLE COUPLING SCH SCHEDULE FCA FLANGED COUPLING ADAPTER SEC SECTION FDN FOUNDATION SVC SERVICE FF FINISHED FLOOR SHT SHEET FG FINISHED GRADE SIM SIMILAR FIG FIGURE SL OR S SLOPE FL OR FL FLOW LINE SPEC SPECIFICATION FLG FLANGE SQ SQUARE FLEX FLEXIBLE SS SANITARY SEWER FM FORCE MAIN SS OR SST STAINLESS STEEL FT FEET OR FOOT STD STANDARD FTG FITTING STL STEEL GA GAUGE STIR STRAIGHT GAL GALLON TEMP TEMPERATURE GALV GALVANIZED THD THREAD GND GROUND THK THICK GPM GALLONS PER MINUTE T.O. TOP OF GR GRADE TOC TOP OF CONCRETE GS GALVANIZED STEEL TRANS TRANSFORMER HB HOSE BIBB TYP TYPICAL HDR HEADER UON UNLESS OTHERWISE NOTED HORIZ HORIZONTAL VCP VITRIFIED CLAY PIPE HP HORSEPOWER W/I WITH HWL HIGHWATER LEVEL WSP WELDED STEEL PIPE HYD HYDRANT WT WEIGHT ID INSIDE DIAMETER WTR OR W WATER IE INVERT ELEVATION XMTR TRANSMITTER IN INCHES GENERAL NOTES: 1. CONTRACTOR SHALL BE FAMILIAR WITH ALL BUILDING CODES, REGULATIONS AND LOCAL ORDINANCES HAVING JURISDICTION OVER THIS PROJECT AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. 2. ALL DIMENSIONS SHOWN ON DRAWINGS SHALL BE VERIFIED BY CONTRACTOR AND IF THERE ARE DISCREPANCIES, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. 3, ALL CONTRACTORS SHOULD VISIT THE SITE TO BECOME ACQUAINTED WITH CONDITIONS AFFECTING THEIR PARTICULAR WORK ON THIS PROJECT. 4. ENGINEER RESERVES THE COPYRIGHT TO ALL DRAWINGS AND DESIGNS. 5. DIMENSION TAKES PRECEDENCE OVER SCALE. 6. ANY DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS SHALL REQUIRE ENGINEERS APPROVAL PRIOR TO CONSTRUCTION. 7. WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE "McALLISTER RANCH SEWER LIFT STATION #1 – SPECIAL PROVISIONS." 8. CONTRACTOR TO COORDINATE SUBCONTRACTORS TO ENSURE THAT ALL WORK INDICATED IN THESE CONSTRUCTION DOCUMENTS IS PERFORMED. 9. WHERE NO SPECIFIC DETAIL IS SHOWN, CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THE PROJECT. 10. ADDITIONAL GENERAL (NOTES ARE PROVIDED ON OTHER SHEETS THROUGHOUT THIS DRAWING SET. f a Stantec Consulting Inc. 590 Venture Oaks Way Sacramento, CA 95833-3288 el. 916.569.2500 lax. 916.921.9274 ,. timcstantec.com StanJLeec y Copyright Reserved The Contractor shall verify and bel responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to u Stantec Consulting Inc. without delay. The Copyrights to all designs and! drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consultinq Inc. is forbidden. Construction Notes Revision File Name: FE y DAMIN C. L ESTES No. 272 *MECHANICAL • 6-30-07 slglE OF�CA��F��� By Appd. Date G.C. D.E. D.E. 05-11-07 own. Chkd. Dsgn. Date Clien�tlPl rlojjelctt 6UN L tMnM9 a VA" -f LSWDI u-� SEWER LIFT STATION #1 MCALLISTER RANCH EVERGOOD STREET Kern County, California i Title LEGEND, SYMBOLS, s ABBREVATIONS AND I GENERAL NOTES a — C Project No. Scale a 184400800 AS NOTED - Drawing No. Sheet Revision G—� 2of 0 15 a s AFAI 10111:0110210! ' ,. 1. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARIS OF THE JOB EXCEPT WHERE SPECT Fl Y DETAILED OR NOTED OTHERNASE CN THEIR SHEET. CITY OF BREA 2 RESOLVE ANY 03NFUCTS ON THE PLANS WITH THE ENGINEER BEFORE PROCEEDING WITH ION. DIMENSIONS TAIT PRECEDENCE ODER SALE OF DRAWINGS HAVER, ANY SIGNIFICANT GGNFUCTS SHOULD RESOLVED AS NOTED a THE STRUCTURAL DRAWING SI -ION ONLY THE BASIC STRUCTURAL ITEMS. REFER TO ARCHITECTUR 1, MECHANICAL AND E[fCTRCAL DRAWING FOR NONSTRUCTURAL ITEMS INCLUDING NON-STRUCTURAL WALLS, MICH I EQUIRE SPECIAL PROVISIONS DURING THE 03NSTRUCTION OF THE STRUCTURAL FRAME DIMENSIONS OF OPENING NRE FOR REFERENCE ONLY, VERIFY WITH ARCHITECTURAL AND MEG-IANCAL DRAWING 4. GBS 1. ALL MATERIALS AND WO 4M ISHTI P SHALL CONFORM TO THE DRAWL NG AND GENERAL NOTES 2 DURING THE CONSTRUCTION PERIOD THE CCNTRAOTOR SHALL BE FRSPONSIBLE FOR THE SAFETY THE STRUCTURE THE CITY OF BREA CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRAIDNG AND GUYS IN XODWIANCE WITH ALL 1,14TIONAL, STATE AND TEMAM1N3T: `nCNS LOCAL SAFE FY OREI NANCFS SPECIAL TESTS AND INSPECTIONS SHALL BE IN 3. ALL APPLICABLE REQUIREMENTS OF THE CALIFORNIA M\ISTRUCTION AND GENERAL INDUSTRY ORDERS, THE TESTS OOCUPATIONAL SAFETY AND HEALTH ACT AND THE CONSTRUCTION SAFETY ACT SHALL BE MEF. 3 -El HLL 03WACTION 4. ALL ERECTION PROCEDURES SHALL 03WORM TO OSHA STANDATRDS, ANY DEVIATION MIST BE ADPFDVED BY OSHA PRIOR ❑ C(:NCREIE TO ERECTION. ❑ STRUCTURAL STEEL 5. THE ONTRACIOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INOLUDNG OGINC, SHORING AND ❑ GROUT AND MORTAR PROTECTION OF ADJACENT PROPERTY, STRUCTURES; STREETS AND UTILITIES IN ACCOMA NCE WdTH 4L NATTOVAL, STATE ❑ HIGH STRENGTH BOLTING AND LOCAL SAFETY ORDINANCES. ❑ MASONRY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MWACTING ALL UTILITY AGENCIES AS TO THE LOCkflCN OF ALL UNDERGROUND FACILITIES FOR THE PROTECTION OF AND REPAIR OF LiAJMIACE TO THEM CALL "U ND SERVICE 3 ALERT" BEFORE DIGGING. MCALLISTER RANCH 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND WLL CHECK ALL DIMENSIONS ALL DSCR PANGES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK 8. SHOP DRAWING REQUIRED BY THE GENERAL NOTES SHALL BE SUE3MTTED TO THE ENGINEER FOR I EVIEW PRIOR TO i FABRICATION. 9. ALL DETAILS DESIGNED AS STANDARD OR TYPICAL SF-IALL APPLY TO ALL APPUCABLE CONDITIONS IN ADDITION TO OTHER Title SPECIFICALLY REFERENCED DETAILS AND SECTIONS 3 ° 10. DRAWdNGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WT -111 OMTIONS ARE WT SPECIFICALLY INDICATED BUT ARE OF -SIMILAR CHARACTER TO DETAILS SHIOAN SIMILAR DETAILS OF M ISTRUCTI SHALL BE USED, NOTES, SUBJECT TO REVIEW BY THE ENGINEER. 11. SEE CIVIL, MECO-IANICA., PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OITNINGS REQUIRED FOR DUCTS, PIPES AND ALL PIPE SLMIES, ELECTRICAL CONDUITS AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERASE IN03RFOPATED IN STRUCTURAL WORK 12 ARCHITECTURAL AND CIVIL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN DPAWNGE AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING, BUT NOT LIMTED TO, RELATIVE LOCATION AT METMI ELEVATIONS, Project No. Scale LOCATION OF ALL OPENINGS, ETC. 13. DETAILS AND DIMENSIONS OF EXISTING 03NDITICNS AS SI-IOAN ON THESE DRAWINGS ARE NOT GUWNTEEID AS TO co % ACCURACYY, THE CONTRACTOR SI-IALL VERIFY IN THE HELD ALL SUCH DETAILS AND DIMENSIONS 14. ALL NECK' PERMITS, LJCEVSES, APPR(7JALS� FEES, NOTICES ETC, SHALL BE OBTANED PRIOR TO BEGINNING Drawing No. Sheet CONSTRUCTION AND PAID FOR BY THE CLIENT. 15. NO PIPES OR DUCTS SHIALL BE EMBEDDED INTO STRUCTURAL INE BERS OR FOUNDATION CONCRETE UNLESS SO SHKMN ON THE PLANS OR APPROVED BY THE ENGINEER S- 16. REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, OPENINGS, SLOPES, DRAINSs OURBS� P EMBEDDED ITDv6, NON BEARING PARTITIONS, ETC. REFERS TO MECHANICAL AND ELECTRICAL R -,ANS FOR SLEEVES, OTNINGS, AND HANCE}RS FOR PI PEI DUCTS AND EQUI PM N T. 17. CONTRACTOR SHALL OW)ULT THE GEOTECHNICAL ENGINEER FOR RECCMMENDATIONS ON ALL ION SITE CONDITIONS REQUIRING DEWATICNS, SHORING, DEWATERING, AND BRACING. CMG OWB IA U) OODES- CITY OF BREA 2001 CAllFCRNA BUILDING CODE (CBC) TEMAM1N3T: `nCNS REPORF. THE SPECIAL TESTS AND INSPECTIONS SHALL BE IN A003RDANCE +ATH CHAPTER 17 OF THE 2001 CBCs TESTS SHALL BE DONE BY AN INDEPENDENT TESTING AGENCY, PAID BY THE CLIENT. TEST AND INSPECTION REFORM SUBMITTED FOR APPROVAL TO THE ENGINEER FOR THE FCILCMING WOW (ITEMS MARL® WITH CHECKED D TESTS INSPECTIONS - 3 -El HLL 03WACTION H SPECIAL GRACING DEWATICN ❑ REINFORCING STEEL AND FILLING ❑ C(:NCREIE ❑ REINFORCEMENT P ADAM ❑ STRUCTURAL STEEL ❑ CONCRETE PLACEMENT ❑ MASONRY ❑ SHOP WELDING ❑ GROUT AND MORTAR ❑ FIELD WELDING ❑ EPDXY AND EXPANSION ANCHORS ❑ HIGH STRENGTH BOLTING ❑ allC RLTE ❑ MASONRY ❑ EToXY AND EXPANSION ANCHORS 1. THE FOUNDATION DESIGN IS BASE[) ON THE RODA&IENIA'flONS STATED IN GEOTECHNICAL REPORT INTITI-M- U) GEOTUCHNIC&L INVESMATION HOLLYDALE MOBILE HOW ESTATES DRAINAGE STRUCTLRE REPLAGMDT, CITY OF BREA fsC-TURP ���. 9TE 2- UNLESS OTHERAISE INDICATED, FOUNDATION WORK SHALL BE PERFORIVIED IN ACCORDANCE WITH TKi REPORF. THE REPORT IS PART OF THIS PLAN AND SI-IALL BE KEPT ON THE JOB STE AT ALL TIMES. 3. lOUNDATION DOCAVAnONS SHALL BE DMNED AND CERTIFIED BY THE SOILS •err. OR HIS RMIRESENTATIVE PRIOR TO THE PLACEIVIENTOF REINFORCING rr OR CONCRETE 4. FOUNDATION DESIGN IS BASED UPON SOIL CONDITIONS SHCWAN BY TEST BORINGS IN THE ABOVE RITUPM REPORT. ANY SUBSURFXI CONOTIONS NOT IN ACOORDANCE WTH THE ABOVEREFERENCED GEOTECHNICAL 'r'!' REPORTED TO THE SOILS ENGINEER IN&EDIATELY FOR RESOLUTION PRIOR TO OONITINUING ANY WCR[, a FCUNEATION DESIGN IS BASED ON A BEARNG CAPACITY OF 3000 PSF (DEAD R -US LIVE) FOR BUILOING FOOTINGS ON COWACTED FILL OR APPROVED UNDISTURBED NATIVE SCILS.ALL FOOTINGSS-IALL BE FOUNDED :ai • '�rr' AS INDICATED ON 1•• h 6. FORM FOOTINGS AS NECESSARY. i 7. THE BOTTOM OF FOOTINGS SHALL BE STEPPED AS NECESSARY TO PROVIDE LEVEL BEARING. OTE 1. ALL STRUCTURAL CONCRETE UNLESS OTHERMSE NOTED SHALL BE NORMAL WEIGHT WITH AN APPRCRIMATE DENSITY OF 150 PCF. AGGRECATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE C1WACTERSTICS OF LESS THAN 005% 2 ALL 031NCREFE SHALL DEVELOP MINIMUM ULTIMATE COMPRESSIVE STRENGTHS AT THE END OF 28 DAYS AS FOU -OAS - FOOTINGS ............... 2500 P51 SLAB -0q -GRADE ........... 2500 FS 3 ALL CEMENT SHALL CONFOIN TO ASTM C150 TYPE II. 4. ALL CONCRETE WITH SPECIFIED STRENGTH OF 3000 PST OR GREATER SHALL BE PROPORTIONED BY METHODS 1 OR 2 OF AMERICAN CCNRETE INSTITUTE (AG) 301. a PLACEMENT OF CONCRETE SHALL BE IN OONFORMANCE WITH THE ACI 301. 6. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES AT SLABS. ALL CONSTRUCTION JOINTS SHALL BE CLEANED THOROUGHLY AND ALL LAITANCE SHALL BE .REMOVED FROM THE SURFACE ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEIV NT OR BONDING AGENT IMMEDIATELY BEFORE POURING NEW CONCRETE RBKGS« 1. ALL REINFORCING STEI L SHALL CONFORM TO ASTM A615 GRADE 60. 2 ALL C ONC ITE SHIALL BE REINFORCED UNLESS SPED FICALLY NOTED "NOT REINFORCED" ON THE DRAWL NG. IF REINFORCING BARS ARE NOT -910M OR NOTED, PROVIDE SAME REINFORCEMENT AS FOR SIMILAR CONDITIONS ELSEtA-iERE IN THE WORK OR AS DIRECTED BY THE ENGINEER 3 REINFORO]MIENT BARS #5 AND LARGER SHALL NOT BE SPLICED EXCEPT AS DETAILED AND LOCATED ON DRAWING #4 AND SMALLER BARS WITH LENGTH NOT S- MN SHALL BE CONTLNUOUS� LAPPING IN OONCWM 1'-6" MINIMUM 4. REINFORCEMENT BARS SHALL BE AOCURATELY PLACED AND FIRMLY SUPPO RTM USING TIES AND SUPPORT BARS IN ADDITION TO REINFORM4 Nr SI -LOAM WHERE FIRM AND ACCURATE PLACING IS NECESSARY AS SPECIFIED IN THE Aft STANDARDS. DOAU-S SHOULD BE PROVIDED TO MATCH ALL RGNFORa10T AT C ONISTRUCTICNI JOINTS UNLESS OTHERUIISE NOTED a NO REINFORCEMENT WELDING SHALL BE DONE 0 ALL DIMENSIONS SHGMN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS AND DENOTE CLEAR ODVERACE UNLESS OTHRMSE NOTED. 7. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLONM UNLESS OTHERMSE NOTED ON PIAL GONCRETE CAST ACANET GROUND ............ 3" FORMED C 3WWFE DXPGED TO EARTH OR WEATHER .. 2" DRAWINGS S -ION TYPICALREINFORCING OONDITIONS. f• !• SHALL PREPARE DETAILED Mfr EDRAWINGS OF 03NCITIONS SHONNG Ql"ITY, SPACING, SIZEIS� CLEARANCE, LAP-'� INTERSECTIONS AND O3VEI;AGE REQUIRED BY STRUCFUIRAL DETAJL!-� APPIJCABLE CODE AND TRADE STANDARDS. OONTRACrOR SHALL NOTIFY REINFORCING INSPECTOR OF ANY ADJUSTMENTS FROM TYPICAL OONDITIONS MICH ARE PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE FIELD RjACEMENT OF REINFORCING STEEL AND OONCIREFE. 9. SUBMIT 03WLETIE REINFORCING RXEIVENT DRAWNGS PRIOR TO REINFORCING STEEL FABRICATION PER ACI 315 FOR WVIDNAND APPROVAL BY THE ENGINEER A CON"-ETE SET OF APPROVED REINFORCING PIXRM DRAWINGS SHALL BE ANAILABLE ON THE JOB SITE PRIOR TO PLACING CONCRETE OCKCFETE MOSCKW 1. SPECIFIED COMPRESSIVE STRENGTH OF MASONRY AT 28 DAY&: f m = 150D PSI ESTABLISHED IN AIJCORDANCE WITH CDC TABLE 21--0 2 CONCRETE BLOCK GRADE N1 MLEIUM WDGHT UMTS ODWORMNG TO ASTM C90 MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. 3 MORTAR TYPE M OR S, CONFCRMNG TO ASTM C270, MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS 4. GROUT: CONFORMING TO ASTM C476S MINIMUM AVE STRENGTH OF 2000 PSI AT 28 DAYS. a PRCMCE LETTERS OF CERflnumON FROM THE SUPPUER(S) OF THE CONICREfE BLOCK MORTAR AND GROUT TO ASSURE THE MATERIAE COMPLY WITH THE COMPRESSIVE STRENGTH REXXIIR3&NFS NOTED ABOVE PROVIDE LETTERS OF CERTIFICATION AT THE TIME OF, OR PRIOR TO, DEIJVERY OF THE ODNCTREFE BLOCK MORTAR AND DROIT TO THE ENGINEER 6. ALL CELLS SHALL BE SOLID GROUTED 7. THE THICI, NESS OF C;UT BEM+E);N SURFACE OF MASONRY UNITS AND REINFORCING STEEL SHALL BE NOT LESS THAN %" THE THICKNESS OF GROUT BEPAC N PARALLEL REINFORCING BARS SHALL NOT BE LESS THAN 1" IXCEPT THAT BARS IN A SPLICE MAY BE IN CONTACT. a IF WORK IS STOPPED ONE HOUR OR LONGER, PRU/IDE HORIZONTAL OONSTRUCTION JOINTS BY STOPPING THE CROUP 1�52' BELOW THE: TOP OF THE BLOCK 9. SEE REINFORCING STEEL NOTES AND STANDARD DETALS FOR REEAR REQUIFDYENTS. 10. LAP ALL BARS 48 BAR DIAMETERS MINIMUM UNLESS OTHERNASE NOTEIA 11. BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN MCUE OF ALL LAITANCE AND ALL LOGE MATERIA. 12 ANY OVERT- ANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM I NSI DE OF SUCH CELLS THE CIFANOUFS SI -TALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING VIBRATE AND WABRATE EACH LIFT. 22'-0" 4 2" CLR TYP. \ ' 2" CLR TYP. j 12'-0" OPENING 6'- 4 "A 10'-4 OPEN114G VAULT HATCH COVERS COVERS BY BY 12"0 HAND o Ak PRECAST g PRECAST HOLD VAULT _ PIPE OPENING SUPPLIER %X SUPPLIER Vd#4 0 T6P RQT 6 n' -o SLABS PERIMETER #4 @ TOP & BOT. i AROUND OPENING N 24" EYP. 12" TYP. #4x2'-0" DIAGONAL CENTERED IN SLAB & @ EA. #4 @ TOP & BOT. @ CORNER OF OPENING, TYP. (4 TOTAL) SLAB CORNER, EYP. � (8 -TOTAL) 8" CONC. SLAB -ON -GRADE OVER 4" CLEAN GRAVEL, REINF. SLAB W/#4 @ a` 2._0. 18" o.c. MAX. EA. WAY @ TOP & BOT. IN ADDITION TO REINF. SHOWN, PLACE REINF. 1 " CLR. FROM TOP. & BOT. OF SLAB. 1 TOP SLAB - PLAN S"1 SCALE: 3/8" 1'-0" (REF.: 1/M-2) i I i 14'-0" I WET WELL PRECAST CONC. PIPE BY PIPE ` SUPPLIER ' i 12" EYP. '\ 0 ¢ c> ..-- 3 - 1:1 SLOPE27. o S-1 � 4 0 N CONC. FILLET PER 3/S-1", SLOPE OF FILLET VARIES FROM 1:1 TO 2% AS SHOWN BOTTOM SLAB SCALE: 3/8" ■ 1'-0" #4 @4: MAX., TYP. 14'-0" SQ. x 2'-0" THICK CONC. SLAB -ON -GRADE OVER 4" CLEAN GRAVEL, REINF. SLAB W/#6 @ 12" o.c. MAX. EA. WAY @ TOP & BOT. - PLAN MAX. AX. EA.WAY BOTTOM SLAB - SECTION SCALE: 3/8" T-0" i (REF.: 2/M-2) 3-#4 SPIRAL BARS (EQ'LY. SPACED) AT TOP OF FILLET LOW POINT @ BASIN INLET, VERIFY W/PUMP MANUF., APPROX. 1'-2" FROM TOP OF BOTTOM SLAB (REF.: A/M-2) Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 Fax. 916.921.9274 Revision By Appd. Date File Name: J.L. A.L. A. L. 05-11-07 own. Chkd. Dsgn. Date FESSIU C 4 w � No. 3573 U) fsC-TURP ���. 9TE v� OF CA��F M 311, 1 0 0 ClienuProject Revision By Appd. Date File Name: J.L. A.L. A. L. 05-11-07 own. Chkd. Dsgn. Date FESSIU C 4 w � No. 3573 Exp. 09 -3Q -W fsC-TURP ���. 9TE v� OF CA��F E 0 0 0 ClienuProject SU AL COM tRW0 VAu.E1, LA,D, LI . -C-1 SEWER LIFT STATION #1 3 MCALLISTER RANCH a x' EVERGOOD STREET Kern County, California i Title 3 ° STRUCTURAL GENERAL NOTES, PLANS AND SECTION 0 0 0 Project No. Scale 184400800 AS NOTED co % Drawing No. Sheet Revision 4 S- 3 of 15 Q 00 / 5 EDGE OF 6'-011 S_2 DECK, TYP. 3'-0" ol 3'-0" T S 4X4 r— �p I TS 4X4X,4 1 @ FTG. L_ / L_ S-2 1'-9" SQ.X1'-6" 4 DEEP FTG., TYP. 2", TYP. S_2 I (4 -TOTAL) BELOW UJ 3 2 S-2 S-2 8 oS-2 CANOPY 4- � CD 11'_ CONC. PAD FOR ELEC. CONTROL PANEL (PER SLOPE SL—OPEC ( ELECTRICAL DRW'G.) Y4:12 Y4:12 BELOW ROOF DECK '001I BOT. OF ROOF PER B/S-5 DECK El +10'-0" _J FROM TOP OF FTG., RIDGE LIN TYP. AT EA. CORNER DECK SPAN F —1 F TS 4X 4XY4 L_ _ L_ * ALL STRUCTURAL STEEL SHALL BE A316L U.O.N. CANOPY FOUNDATION ROOF A FRAMING PLAN S-2,1 SCALE: 1/2" = V-0" CONT. 14 GA. VERC SHEARTRANZ II R, INSTALL tL PER VERCO INSTRUCTIONS BENT 3/6"X 3 Y DECK ATTACHMENT CONT. PER B/S-2 DECK PER B/S-2 SLOPE SLOPE 3/16 2©12RIDGE B.M. PER A/S-2 2 ROOF DECK AT RIDG S-2 SCALE: 1" ■ 1'-0" PL. 11» 2 1 3/16 TYP. TYP. SECTION A—A SCALE: 3/4"=V-7 ,A n10r+u w 0 f_% 6 STAINLESS STE "x4"x9" W/2 EMBED. 316 S W/HILTI HY-15 Jj �— 3/4" 0 SS U -BOLT METAL DECK SCHEDULE ICBO REPORT #ER -20781 PLAN +S -S I ATTACHMENTS PER ATTACHMENTS TO SIDE LAP DESIGNATION DECK TYPE INS IN IN SHEET TO PER- PARALLEL SUPPORTS ATTACHMENT` PENDICULAR SUPPORTS 1 1/2"x18 GA VERCO (4) HILTI VSC 24" PLB36/ 0.322 0.335 0.302 X -EDN 19-THQ 12 VSC ® 24" O.C. MAX. O.C. MAX. HSB-36 FASTENERS AT 36/4 DECK PATTERN NOTES: 1. SEE DETAIL FOR ADDITIONAL INFORMATION. 2. VSC = VERCO SIDELAP CONNECTION METAL DECK SCHEDULE SCALE: N.T.S. DECK ATTACHMENT PER B/S-2 EDGE B.M. PER A/S-2 ECK PER B/S-2 ( 211[_ EDGE "j— ROOF DECK AT EDGE BM. SCALE: 1" = T-0" M. ROOF DECK & BENT t PER 2/S-2 NOT SHOWN SLOPE SECTION A -A ULL PENN. -- BM' END BM. AT INTERSECTING r RIDGE BM. -PLAN VIEW :L PL. Y"Ox4" BOLTS D ADHESIVE \ I PIPE PER MECH. `) DRW'G., TYP. Y4"x3" SQ. NEOPRENE SPONGE RUBBER. TYP. E PIPE SUP ORT S-2 SCALE: 3/4" = 1'-0" - (REF. = 3/M-4) PRECAST PIPE PER PIPE SUPPLIER, TYP. INTERMEDIATE GUIDE BAR BRACKET PER MECH. DRW'G. A O 6 f C a, ° A STAINLESS STEEL L3xL3xy4, SEE A/M-3 FOR LOCATION SCALE: 1" ■ T-0" GENERATOR OR P EQUIPMENT PER E ANCHOR EQUIP. i PAD PER EQUIP. INSTRUCTIONS. a/4" CONT. CHAMFI TYP. ALL AROUND CONC. PAD 12" THICK CONC. PAD w/ #4 ® 18"o.c. MAX. EA. WAY ® T&B. VERIFY w/ EQUIP. SUPPLIER FOR OVERALL FOOT PRINT DIMENSIONS OF EQUIP. 4" CLEAN GRAVEL UNDER CONC. PAD PEACEMAKER CONCRETE PAD DETAIL SCALE: 1" ■ T-0" (REF. — 2/M-4) (� FTG. & COL., TYP. 3/16 I I COL. PER A/S-2 A.C. WORK I BASE Y2"X10" W/4-/8 5"X8" (BY OTHERS) EMBED. 316 SS ANCHOR BOLTS © 7"X7"GA �IC-4 ZD CONST. JOINT. I � Z II II DBL. NUTS, TYP. O Z Z O : 2-#6 EA. WAY �N V) III -III © BOT., EQ'LY. =1II- -II„II SPACED STD. HOOK, TYP' FTG. PER A/S-2 #4 DOWEL @ EA. CORNER OF FTG. /.1 CANOPY COL. FTG. SCALE: 1” = T-0" BM. BOT. TO COL. 3/16 MITER JOINT BM. PER A/S-2 BM. BOT. 3/16 TO COL. 3/16N BM. & COL. COL. PER A/S-2 BELOW 3/16 �- BM. & COL. EDGE BM. AND END BM. AT COL. - PLAN VIEW ` SCALE: 1" = T-0" CL SYMMETRY CANOPY -SECTION SCALE: 1/2" = 1'-0" CONC-PAD PER ELECTRICAL DRW'S. NOT SHOWN ntec Consulting Inc. 0 Venture Oaks Way ramento, CA 95833-3288 916.569.2500 916.921.9274 stantec.com responsible for all dimensions. DO rs or omissions shall be reported to 3Y. drawings are the property of n or use for any purpose other than no Inc. is forbidden. M Revision By Appd. Date ..,.— File Name: J.L A.L A.L 05-11-07 5 Dwn. Chkd. Dsgn. Date �� �QRp�ESSIpNgI H• ,y FTG w G ;;0 No. 3573 �C Exp. 09-30-07 U %S1 N i i£ OF CAV�E� 0 i 6i ClientlProject SUNo I GAL GEnnn )In�rrreNIEc� �S SEWER LIFT STATION #1cli 3 MCALLISTER RANCF EVERGOOD STREET' W Kern County, California Title PLAN, SECTION AND DETAILS U o 0 Project No. Scale 184400800 A NOTED =x Drawing No. Sheet Revision 00 1 S-2 4 of 15 (� i F 0 I I I D4 I HOSE IBB M-3 I I I I I BACKFLOW PREVEN I 1 ODOR IONTROL M-4 I I 1 AIR INTAKE VENT M-3 I I I � I I I I I I I I I I I I * CONTRACTOR ROT TE 45' DI RESTRAINED ELB WS AS NEEDED TO CONNE T TO 6"0 FORCE MAIN © 1. E. 324.33 (FIELD VERI�1') I III I � I I I I I I I I I I I I I I I I I I � 1 II 11 1 � 8 17 1 0 0 0 0 0 F1 IAZ 0 ao to 11 i I \ 4 (E) SEWER MANHOLE Q P.O.C. @ (E) 10"0 PLUG, I.E. 316.77 (FIELD VERIFY) 12' GATE, (TYP OF 2) I A p WETWELLM2 M2 CONCRETE DECK 14'x22' VALVE BOXII 1 M-2 M�2 BYPASS VALVE 5 VAULT M-3 CHAIN LINK FENCE (PER GOLF COURSE MAINTENANCE YARD GRADING, AVING AND STORM P NS) n } } ll t Socramento, CA 95833-3288 Tel. 916.569.2500 F 3 a Fax. 916.921.9274 www.stantec.corn 4 f verify and be } NOT scale the drawing Stantec Consulting Inc. — any errors or omissions shall be reported to without delay. { The Copyrights to all Stantec Consulting Inc. f E that authorized by Stantec w purpose Consulting Inc. is forbidden. { F Construction Notes OBLANKET EASEMENT OF BAKERSFIELD A i k < a` F 0 I I I D4 I HOSE IBB M-3 I I I I I BACKFLOW PREVEN I 1 ODOR IONTROL M-4 I I 1 AIR INTAKE VENT M-3 I I I � I I I I I I I I I I I I * CONTRACTOR ROT TE 45' DI RESTRAINED ELB WS AS NEEDED TO CONNE T TO 6"0 FORCE MAIN © 1. E. 324.33 (FIELD VERI�1') I III I � I I I I I I I I I I I I I I I I I I � 1 II 11 1 � 8 17 1 0 0 0 0 0 F1 IAZ 0 ao to 11 i I \ 4 (E) SEWER MANHOLE Q P.O.C. @ (E) 10"0 PLUG, I.E. 316.77 (FIELD VERIFY) 12' GATE, (TYP OF 2) I A p WETWELLM2 M2 CONCRETE DECK 14'x22' VALVE BOXII 1 M-2 M�2 BYPASS VALVE 5 VAULT M-3 CHAIN LINK FENCE (PER GOLF COURSE MAINTENANCE YARD GRADING, AVING AND STORM P NS) n Q 4 --------------- _ PORTABLE GENERATOR (NIC) — — CANOPY OVER A ELECTRICAL PANEL S-2 TRANSFORMER SEWER LIFT STATION #7 SITE PLAN �-� SCALE: 1" a 5'-0" j s Stantec Consulting Inc. 290 Venture Oaks Way ll <.,- i I Socramento, CA 95833-3288 Tel. 916.569.2500 SEWER LIFT STATION'#1 a Fax. 916.921.9274 www.stantec.corn 4 Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing Stantec Consulting Inc. — any errors or omissions shall be reported to without delay. Q 4 --------------- _ PORTABLE GENERATOR (NIC) — — CANOPY OVER A ELECTRICAL PANEL S-2 TRANSFORMER SEWER LIFT STATION #7 SITE PLAN �-� SCALE: 1" a 5'-0" j s Stantec Consulting Inc. 290 Venture Oaks Way ll <.,- i I Socramento, CA 95833-3288 Tel. 916.569.2500 SEWER LIFT STATION'#1 Q 4 --------------- _ PORTABLE GENERATOR (NIC) — — CANOPY OVER A ELECTRICAL PANEL S-2 TRANSFORMER SEWER LIFT STATION #7 SITE PLAN �-� SCALE: 1" a 5'-0" j s Stantec Consulting Inc. 290 Venture Oaks Way Socramento, CA 95833-3288 Tel. 916.569.2500 SEWER LIFT STATION'#1 Stantec Fax. 916.921.9274 www.stantec.corn Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing Stantec Consulting Inc. — any errors or omissions shall be reported to without delay. The Copyrights to all Stantec Consulting Inc. designs and drawings are the property of Reproductions or use for ony other than that authorized by Stantec w purpose Consulting Inc. is forbidden. Title Construction Notes OBLANKET EASEMENT OF BAKERSFIELD A SHA L BE GRANTED TO THE CITY FOR LIFT STATION #1. k < a` } I s- U' I C C s. Project No. Scale C t� 184400800 AS 'NOTED Irs °e a —— rii Drawing No. Sheet Revision C_ C C M-1 5 0.15 Q _. Revision By Appd. Date ;cam File Name: G.C. D.E. D.E. 05-11-07 r• own. Chkd. Dsgn. Date Q U N U a r` 0 Client/Project -teNile 4EO13T MI VAlrU-Q,f i.A00ft-l.G --------------------- SEWER LIFT STATION'#1 McALLISTER RANCH EVERGOOD STREET Kern County, California s Title SITE PLAN I s- C C s. Project No. Scale C 184400800 AS 'NOTED a Drawing No. Sheet Revision C_ C C M-1 5 0.15 Q EQUIPMENT SCHEDULE ALUMINUM DOOR (DUAL LEAF) W/SPRING HEAD (FT) HP UPPER GUIDE BRACKEI L VOLTS X ASSIST 300 PS LOAD RATING PUMP 1 450 M-2 7.9 1755 1"4 SS 316 VET PIPE 30 2700 6 450 32 7.9 1755 2 OV PUMP HATCH TYP OF 2 2700 0'e X X Revision By Appd. Date 36" x 30" ALUMINUM SINGLE LEAF M-3 9 1 " MANUAL VENTELECTRICAL D.E 05-11-07 - x x ACCESS DOOR, H2O, TRAFFIC RATING M-3 X x X POWER CORD %� x X x "J" x X X X & CONTROL X X • � No. 27249 HOOK W/KEEPER AND KELLEMS CABLE GRIP X X •••' MECHANICAL X x x X X x X CABLE X X X X X X X X X," X X X X X X X X X X X X X 12"0 HAND HOLE WITH TRAFFIC RATED COVER X X X 22 x 14x8 X X MCALLISTER RANCH < X X X X X Y. 1 CONCRETE DECK x X x x X VALVE BOX, TOP ELEV. X X X k X —FG WET WELL ELEV. = 332.62 x S-1 x x K X k X X X X 332.62 x x x X x K X X X X X X X X % X X X X X X X k AC (WORK BY OTHERS) Y X i_ x X x o x X X ;: x x x x ELECTRICAL CONDUITS x X x x K x x x x x x X X F X K X X. X X X X X X X X X x K X X iX X X X z 6" SWING CHECK,- " FLOAT CONTROLLER CABLE co 6" PLUG VALVE r== 8"0 AIR EXHAUST VENT TO ODOR CONTROL 'p ` CONTROL LEVEL TRANSMITTER CABLE 6" DI PIPE x LIFTING CABLES, AIRCRAFT RATED Y8"0 COAL -TAR EPDXY a' o TYPE 316 SS CABLE COATED CEMENT MORTOR LINED ° a ;' 8 "' ' ' - "f a° . „ 10 -0 0 PRECAST VAULT SECTIONS u. �' -�� t, SCH. 40, 316 SS PIPE GUIDE BARS 12" MIN. CLASS AB COMPACTED TO 95% I PVC LINING ALL INSIDE SURFACES, �_� T -LOCK OR APPROVED EQUAL 6" RESTRAINED FLANGED ADAPTER A (EBAA MEGAFLANG 2100 SERIES) LIFTING CABLE, AIRCRAFT RATED Y8" TYPE .� 316 SS CABLE ADJUSTABLE PIP SUPPORT * INITIAL PUMP 3"0 DI DRAIN W/ -TRAP ROUTE TO WET WELL SETTINGS 1 321.2 REDUNDANT CONTROL ON 13 8"0 AIR VENT INTAKE PIPE INVERT ELEVATION = 321.2 El OATS _ (SHOWN FOR CLARITY) E-6 M I — — SUBMERSIBLE PUMP, TYP OF 2, PIPE SUPPORT ANVIL FIG. 103 -SS 316, TYP. a ,- . (WEMCQ D4K-LT OR APPROVED EQUAL) 319.2 REDUNDANT CONTROL OFF 3 PIPE SUPPORT CONNECTION FOR CABLE SUSPENSION MOUNT 318.7 HIGH WATER ALARM ®; WALL PENETRATION TYP. 317.7 LAG PUMP ON S=0.0025% 316.7 LEAD PUMP ON 3 INTERMEDIATE GLIDE BRACKET TYP. OF 3 " I = 10"0 PVC SDR -35 GRAVITY SEWER, M-2 INVERT ELEV = 316.7 6"0 DUCTILE IRON PIPE, FLANGED, COAL -TAR 1"0 SS 316 EPDXY COATED, CEMENT MORTAR LINED $e> 7 * 314.2 PUMPS OFF * 6"X4" ECCENTRIC REDUCER° s MODEL A1000i OR APPROVED EQUAL E-6 - (SHOWN FOR CLARITY) 4"4 PUMP DISC ARGE ELBOW, 150# FLANGE <. _ °° �2%e : +" d_. s —WEIGHT, 15 Ib ANCHOR 312.2 FLOOR 4 FAST -OUT GUID -SHOE ARRANGEMENT 4' � —EL. 312.2 --CONCRETE CONCRETE FILLING * ELEVATION TO BE SET AT PUMP ANCHOR BOLT ER MANUFACTURER, (TYP) m ° a PRE -ROTATION BASIN START-UP BY AUTHOTHORIZED FIELD REPRESENTATIVE 12" MIN. CLAS 2 AB COMPACTED TO 95% SUCTION BELL INTAKE " —EL. 310.2 12" MIN. EXISTIN \F. SOIL COMPACTED TO 95% \r �� ' j,� ' g4 �i F \\, Rnrrnn� ci nr / 7 EQUIPMENT SCHEDULE EQUIPMENT FLOW (GPM) HEAD (FT) HP RPM VOLTS X PHASE WEIGHTS (Ibs (BASIN & PUMP PUMP 1 450 32 7.9 1755 2 OV 30 2700 PUMP 2 450 32 7.9 1755 2 OV 30 2700 O N 6"0 DI PIPE COAL -TAR EPDXY COATED CEMENT \ \ MORTOR LINED _ 0 I \ \ WET WELL CA6" FLANGE\ \ 45' WYE \ (2 TYP) O EXTERIOR CONCERT COATING: TWO (2) COATS OF BITUMASTIC #300M. FIRST COAT TO BE RED, SECOND COAT TO BE BLACK, APPLICATION OF SECOND COAT TO BE APPLIED WITHIN 24 HOURS OF THE FIRST COAT. THE COMPLETE SURFACES SHALL HAVE A DRY THICKNESS OF AT LEAST 16 MIL. I J. 6'-4" PRECAST VALVE BOX 9'L x 5'W x 5'D (INSIDE DIMENSIONS) 001 PUMP STATION ENLARGE PLAN ��� SIJ✓;l Iii u i�ii�_ 2� i, 7'-8» HATCH PUMP & WET WELL 8"0 AIR EXHAUST TO ODOR CONTROL 8"0 AIR VENT INTAKE (� PUMP & HATCH CONCRETE DECK 14'x22'x8" S=0.0)2 10"0 GRAVITY SEWER o FLOATS REDUNDANT CONTROLLER CONDUIT, SEE ELECTRICAL PUMP & HATCH 12" 0 HAND HOLE W/TRAFFIC RATED COVER CONDUIT, SEE ELECTRICAL LEVEL TRANSMITTER PUMP HATCH 36"x30", (TYP OF 2) i CL 12» TYP i %" PLATE -SS, TYPE 316 2X SLOT 5/8 X 15/16 316 SS LIFTING CABLI n" NOTE (2) 1/2" ANCHORS BY OTHERS UPPER BRACKET DETAIL. SCALE: 3" n T-0" N N 6"0 DISCHARGE PIPE, DI Y4" 316 SS U -BOLT W/ANVIL FIG. 191 -SS CLAMP TYPE 316 INTERMEDIATE GUIDE BRACKET %" PLATE -SS, TYPE 316 1Y2"O SS, TYPE 316 CH. 40 GUIDE RAIL, YP. y8" 0 THRU INTERMEDIATE GUIDE BRACKET SCALE: 3" a T-0" GUIDERAII 1-1/2" TYPE 31 f GUIDE -SI FASTOUT FAST—OUT/ GUIDE—SHOE ARRANGEMENT SCALE: N/A Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 Fax. 916.921.9274 www.stantec.com bica Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes Fs° OALL CLAMPS, BOLTS, WASHERS, NUTS AND ANCHORS INSIDE WETWELL TO BEI 316 SS v Y. X X X X X X X X K X X K X X x X X x C X X X X X X X X X X X X X X X X X X X 0'e X X Revision By Appd. Date File Name: G.C. D.E. D.E 05-11-07 - x x o X x X X x X x X X x X X X X X X X X • � No. 27249 X X X •••' MECHANICAL X x x X X x X X X X X X X X X X X," X X X X X X X X X X X X X X X X X X X. X X MCALLISTER RANCH < X X X X X Y. K X L w x X x x X X X X X k X X x x x x x x K X k X X X X X x x x X x K X X X X X X X X % X X X X X X X k X Y X x X x o x X X ;: x x x x x x x X x x K x x x x x x X X F X K X X. X X X X X X X X X x K X X iX X X X 6'-4" PRECAST VALVE BOX 9'L x 5'W x 5'D (INSIDE DIMENSIONS) 001 PUMP STATION ENLARGE PLAN ��� SIJ✓;l Iii u i�ii�_ 2� i, 7'-8» HATCH PUMP & WET WELL 8"0 AIR EXHAUST TO ODOR CONTROL 8"0 AIR VENT INTAKE (� PUMP & HATCH CONCRETE DECK 14'x22'x8" S=0.0)2 10"0 GRAVITY SEWER o FLOATS REDUNDANT CONTROLLER CONDUIT, SEE ELECTRICAL PUMP & HATCH 12" 0 HAND HOLE W/TRAFFIC RATED COVER CONDUIT, SEE ELECTRICAL LEVEL TRANSMITTER PUMP HATCH 36"x30", (TYP OF 2) i CL 12» TYP i %" PLATE -SS, TYPE 316 2X SLOT 5/8 X 15/16 316 SS LIFTING CABLI n" NOTE (2) 1/2" ANCHORS BY OTHERS UPPER BRACKET DETAIL. SCALE: 3" n T-0" N N 6"0 DISCHARGE PIPE, DI Y4" 316 SS U -BOLT W/ANVIL FIG. 191 -SS CLAMP TYPE 316 INTERMEDIATE GUIDE BRACKET %" PLATE -SS, TYPE 316 1Y2"O SS, TYPE 316 CH. 40 GUIDE RAIL, YP. y8" 0 THRU INTERMEDIATE GUIDE BRACKET SCALE: 3" a T-0" GUIDERAII 1-1/2" TYPE 31 f GUIDE -SI FASTOUT FAST—OUT/ GUIDE—SHOE ARRANGEMENT SCALE: N/A Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 Fax. 916.921.9274 www.stantec.com bica Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes Fs° OALL CLAMPS, BOLTS, WASHERS, NUTS AND ANCHORS INSIDE WETWELL TO BEI 316 SS Title DETAILS Project No. 184400800 Drawing No. M-2 i 6 .0 6 t U E 0 0 00 0 Scale Co AS NOTED Sheet Revision 00N LD of 15 l�� v �f Revision By Appd. Date File Name: G.C. D.E. D.E 05-11-07 own. Chkd. Dsgn. Date '••DAMIN C.••'': FSTES i:A,,� U • � No. 27249 •••' MECHANICAL 6-30-07 '••* E fOFCK0 N r` 0 ClientlProject 3 :7"/MW YAU r, i LALO 1..L CA E SEWER LIFT STATION #1 MCALLISTER RANCH z EVERGOOD STREET L w �.� Kern Countv. California Title DETAILS Project No. 184400800 Drawing No. M-2 i 6 .0 6 t U E 0 0 00 0 Scale Co AS NOTED Sheet Revision 00N LD of 15 l�� MEN GALV. MESH SCREEN ATTACHED W/STEEL BAND o & SCREWS. 1 3' SQ. CONCRETE COLLAR. 10" THICK — 8" CARBON STEEL FUSION BONDED EPDXY COATED AND LINED PIPE TO BE PAINTED ACCORDING TO SPECS. (OSHA YELLOW) —TAPE WRAP STEEL PIPE WHERE BURIED TO 3" ABOVE GRADE o X �— PVC TO STEEL PIPE AIR TIGHT CONNECTION 8" 90' ELBOW 8" VC, SCH 80 (BELOW GRADE) WET WELL WALL OPENING TO BE CORED AND GROUTED WITH NON -SHRINK GROUT. 3/4" HOSE BIB FILL WITH GROUT SMOOTH TOP SURFACE 3/4" GSP STAINLESS STEEL WORM DRIVEN ' HOSE CLAMPS 20" 24,E FINISHED GRADE 1 1/2" GSP SCH 80 18" SUPPORT PIPE 9"MIN. CONC. SUPPORTBASE '* , � . T a. " TAPE WRAP, SEE NOTE T 10"MIN. NOTE: PVC APE WRAP G.S. PIPE & STAN HION WHERE BURIED TO 3" A OVE GRADE. GALVANIZED PIPE CAP 4" DIA SCHEDULE 40 GALV STEEL PIPE, PRIME AND w PAINT 2 COATS INDUSTRIAL YELLOW ENAMEL 5" DIA SCHEDULE 40 GALV STEEL PIPE SLEEVE PIN THRU BOLLARD & SLEEVE SLOPE 1/2" CONCRETE zry �ISJ STRUCTURE WALL T -LOCK EMBEDDED IN PIPE OR STRUCTURE WALL SPECIAL FORMED BOOT 3/32" PLAIN SHEET GROUT 1.5 MIN. AROUND PIPE O.D. SEALANT RECOMMENDED BY LINER MANUFACTURER "FERNCO" WATER STOP OR APPROVED EQUAL STAINLESS STEEL, TYPE 316 CLAMP (SECURE BOOT TO PIPE PENETRATION) 1" WELD STRIP SEALING PENETRATIONS THRU T -LOCK LINED WALLS. SCALE: NONE 6" MALE KAMLOCK x FLANGE + CAP BYPASS VALVE VAULT SCALE: 3/4" = T-0" CRUWN CU 4" DIA SCt STEEL PIPE PAINT 2 Ci YELLOW EIS SLOPE �J" CONCRETE ALUMINUM DOOR,'I (SINGLE LEAF) 300 PSF LOAD RATING W/SPRING ASSIST, AC (WORK BY OTHERS) I II- .. PRECAST UTILITY BOX -II III— (APPROX. 27"x48" IIIMIN. INSIDE) 6"0 90• LR ELBOW, DI COAL -TAR �— EPDXY COATED CEMENT MORTOR LINED r -%-\ REMOVABLE BOLLARD 8 BOLLARD - M-3 SCALE: NONE M"3 SCALE: 1/2" 1'-O" it NOTE: OINTERMEDIATE GUIDE BAR BRACKETS, SUPPORTS, ANCHORS AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. PIPE SUPPORT SCALE: 1/2" _ '_p+ \—ALUMINUM ACCESS 30"x36" HATCH (SINGLE LEAF) H-20 LOAD RATING W/SAFETY GRATE AND SPRING ASSIST TOP OF DECK SAFETY GRATE PIPE SUPPORT AND UPPER GUIDE BRACKET CABLE GRIP, SS "J" HOOK W/KEEPER & KELLEMS CABLE GRIP, SS SS GUIDE RAILS (TYP 2) ELECTRICAL POWER CORD AND SENSOR CABLE SS LIFTING CABLE (AIRCRAFT RATED) PUMP ACCESS HATCH SCALE:, NONE 1" BRONZE GATE VALVE 1" N.P.T. SS THREADED NIPPLE 1" N.P.T. BRONZE DOUBLE STRAP SERVICE SADDLE W/ STAINLESS STEEL HARDWARE. 6" D.I.P. VALVE VAULT a v a a al 4 4 1" N.P.T. SS THREADED PIPE, DRAIN INTO WET WELL. SEE DETAIL A/M-2 FOR CONTINUATION 1" N.P.T. SS THREADED 90° ELBOWS t n AIR RELIEF ASSEMBLY SCALE: NONE tantec Consulting Inc. 590 Venture Oaks Way Sacramento, CA 95833-3288 el. 916.569.2500 ax. 916.921.9274 ww.stantec.com bontK Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and! drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes DISCHARGE PIPE, 6"0 D.I. dile Name: ATTACH TO CONC. ••DAM IN C.••'•• WALL W/ 5/8"0 FSTES 2'-6" 2'-6" EXPANSION 6-30-07 slgjE OF CAS\E� ANCHORS, SEE %4" O U -BOLT, STRUCTURAL (:D SS, TYP. L.�, RUBBER SHIM, L3xL3xY4" R BONDED TO .'. ANGLE, TYP. NOTE: OINTERMEDIATE GUIDE BAR BRACKETS, SUPPORTS, ANCHORS AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. PIPE SUPPORT SCALE: 1/2" _ '_p+ \—ALUMINUM ACCESS 30"x36" HATCH (SINGLE LEAF) H-20 LOAD RATING W/SAFETY GRATE AND SPRING ASSIST TOP OF DECK SAFETY GRATE PIPE SUPPORT AND UPPER GUIDE BRACKET CABLE GRIP, SS "J" HOOK W/KEEPER & KELLEMS CABLE GRIP, SS SS GUIDE RAILS (TYP 2) ELECTRICAL POWER CORD AND SENSOR CABLE SS LIFTING CABLE (AIRCRAFT RATED) PUMP ACCESS HATCH SCALE:, NONE 1" BRONZE GATE VALVE 1" N.P.T. SS THREADED NIPPLE 1" N.P.T. BRONZE DOUBLE STRAP SERVICE SADDLE W/ STAINLESS STEEL HARDWARE. 6" D.I.P. VALVE VAULT a v a a al 4 4 1" N.P.T. SS THREADED PIPE, DRAIN INTO WET WELL. SEE DETAIL A/M-2 FOR CONTINUATION 1" N.P.T. SS THREADED 90° ELBOWS t n AIR RELIEF ASSEMBLY SCALE: NONE tantec Consulting Inc. 590 Venture Oaks Way Sacramento, CA 95833-3288 el. 916.569.2500 ax. 916.921.9274 ww.stantec.com bontK Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and! drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes Z By Appd. Date G.C. D.E. D.E 05-11-07 Dwn. Chkd. Dsgn. Date Project No. Scale 184400800 AS NOTED Drawing No. Sheet Revision M-3 7 of 15 0 Zi / a Revision dile Name: ••DAM IN C.••'•• FSTES No. 27249 �••. MECHANICAL •� 6-30-07 slgjE OF CAS\E� I Z By Appd. Date G.C. D.E. D.E 05-11-07 Dwn. Chkd. Dsgn. Date Project No. Scale 184400800 AS NOTED Drawing No. Sheet Revision M-3 7 of 15 0 Zi / a ODOR CONTROL PLAN SCALE: 1/2"=1'-0 INFLUENT', T.O.S. PEACEMAKER SERIES 1100, OR EQUAL VBL-4—ATEX FAN OR EQUAL FAN CONTROLS, PANEL MOUNTED ON UNISTRUT i 6"0 INFLUENT COUPLING 6"0 PIPE 6"0 FLEXABLE COUPLING, 8"0 STEEL PIPING, FUSION O BONDED EPDXY LINED AND COATED (ABOVE GRADE) REMOVEABLE BOLLARD (TYP OF 4) SEE 7/M-4 6"x8" REDUCER, STL 8"0 VENT PIPING, PVC SCH. 80 (BELOW GRADE) CONCRETE PAD, SEE STRUCTURAL VBL-4—ATEX FAN OR EQUAL PEACEMAKER, SERIES 1100 OR EQUAL BOLLARD (REMOVABLE) FAN CONTROLS, PANEL MOUNTED ON UNISTRUT, SEE ELECTRICAL 6"0 PIPE, INFLUENT 6"0 FLEXABLE COUPLING 6"x8" REDUCER, STEEL FUSION 1 BONDED EPDXY LINED AND COATED 8"0 SR ELBOW, STEEL O It 4-vi� 8"0 INFLUENT VENT PIPING, STEEL O 4 9Z PVC TO STEEL PIPE AIR TIGHT CONNECTION 8"0 INFLUENT VENT PIPING, I`11= —III—III=!I III=3 PVC SCH. 80 (BELOW GRADE) IF I I �� ��) I I CONCRETE PAD 7 lu In-111 I I SEE STRUCTURAL S-2 ODOR CONTROL PROFILE SCALE: 1/2"=1'-0" NOTE OALL ABOVE GRADE STEEL VENT PIPING SHALL BE FUSION BONDED EPDXY LINED AND COATED. I Ilk Stantec Consulting Inc. S590 Venture Oaks Way acramento, CA 95833-3288 Tel. 916.569.2500 Fax. 916.921.9274 ww.stantec.com Stantec Copyright Reserved Al The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and idrawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. } Construction Notes ELECTRICAL SYMBOLS - PLANS O on PC AREA LIGHT AND POLE, SEE I.IGHTING PC INDICATES INTEGRAL PHOT SCHEDULE CELL JQ JUNCTION BOX WM WP:Q G DUPLEX RECEPTACLE GFCI TY WEATHER PROOF COVER E, WITH IN -USE $ SINGLE POLE SWITCH 0—o �L\ $M MANUAL MOTOR STARTER AMMETER SWITCH 8 CONTROLLER/STARTER FURNIHED WITH EQUIPMENT PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT X Y DETAIL CALL -OUT: X, DETAIL Y, PAGE WHERE DETAIL IS DRAWN DENTIFIER; OGW GROUND ROD, 3/4" x 10'-0' GW NEXT TO SYMBOL INDICATES GROUND ROD IN HANDHOLE (SEE DETAIL 1/E-7) -� �-3 Q HAND HOLE, 11 "Hx17"Lx12"D, UON ❑ PB PULLBOX 3/4"C -3/C#14 ❑ MH MANHOLE CIRCUIT BREAKER, �, 2 ENCLOSED COMBINATION STAR NUMBER INDICATES NEMA SIZE, NEMA SIZE #1 UON ER, O FEEDER DESIGNATION SEE SC OR ONE LINE DIAGRAM FOR SIZE EDULE RV CONDUIT CONCEALED IN WALL CEILING 3/4"C-2#12, 1#12G, OR UON — CONDUIT UNDER GROUND 3/4"C-2#12, 1#12G, UON 2S, 2W = 2 SPEED, 2 WINDING — �- CONDUIT EXPOSED 3/4"C-2# 2, 1#12G, UON FUSE ❑-' QUANTITY #12 WIRE 3/4"C UON CURVE LINE INDICATES GROUND WIRE iii,#10 WIRE SIZE OTHER THAN #12 CURVE LINE INDICATES GROUND WIRE © GENERATOR - -QM - - MECHANICAL INTERLOCKING OF DEVICES NUMBER OF 18 AWG TWISTED SHIELDED PAIR CABLE LIGHTNING ARRESTER ZO-1-TSP — — G— CONNECTION TO GROUND BUS DELTA CONNECTION — _G— — GROUNDING CONDUCTOR 30" 1 CONCRETE ENCASEMENT #4/0 ELOW GRADE, 3" MIN BARE COPPER, 20LF G�'- EXOTHERMIC WELD CONNECTION CONTROLLER/STARTER FURNISHED A-1,3 HOMERUN TO PANEL A, CIRCUIT 1 AND 3 A 0 CONDUIT BENDS TOWARD OBS RVER -• CONDUIT BENDS AWAY FROM OBSERVER TERMINAL BLOCK IN DEVICE OR PLC CONDUIT STUB -OUT AND CAPPED POWER FAILURE ��❑ FLEXIBLE CONDUIT CONNECTION _vM/__ -r CONDUIT SEAL (HAZARDOUS L CATION) XO OY X Y EO O CONDUIT BANK, X = # OF CONDUITS; Y = SIZE OF p INDICATES CONDUIT W/CON O INDICATES EMPTY CONDUIT. CONDUITS. UCTORS. MSC MOTOR CONNECTION MTD �O SHEET NOTE, SEE NOTE INDIC TED ® RECEPTACLE, TYPE AS NOTED ON PLANS ELECTRICAL SYMBOLS - ONE LINE DIAGRAM O UTILITY METERING AM AMMETER VM VOLTMETER WM WATT METER W� KILOWATT HOUR METER TIMED CONTACT CONTACT ACTION RETARDED ON ENERGIZATION U = # OF PARALLEL RUNS 0—o �L\ AS TIMED CONTACT CONTACT ACTION RETARDED ON DE-ENERGIZATION AMMETER SWITCH (U)(V"C-W#X, Y#Z) VS PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT VOLTMETER SWITCH DM DIGITAL MULTI -FUNCTION METER -�3 CURRENT TRANSFORMER, QUANTITY INDICATED -� �-3 POTENTIAL TRANSFORMER, QUANTITY INDICATED RED POWER TRANSFORMER LIQUID LEVEL SWITCH FEEDER DESIGNATION SEE SCHEDULE 3/4"C -3/C#14 OR ONE LINE DIAGRAM FOR SIZE I) 30A CIRCUIT BREAKER, MCP 3 POLE UNLESS NOTED � MCP INDICATES MOTOR CIRCUIT PROTECTOR 14 MAGNETIC MOTOR STARTER, NEMA SIZE INDICATED RV FULL -VOLTAGE NON -REVERSING UNLESS NOTED DOOR INTERLOCK SWITCH RV=REDUCED VOLTAGE STARTING MOTOR OVERLOAD RELAY CONTACT 2S, 2W = 2 SPEED, 2 WINDING — �- SWITCH -CEEI- FUSE ❑-' DISCONNECT SWITCH, NON -FUSIBLE, SEE PLANS FOR RATING EE-' DISCONNECT SWITCH, FUSIBLE, SEE PLANS FOR RATING 10 MOTOR, 10 HORSEPOWER © GENERATOR - -QM - - MECHANICAL INTERLOCKING OF DEVICES --� 4-- LIGHTNING ARRESTER VIII — GROUND D DELTA CONNECTION Y A WYE CONNECTION PFR POWER FAILER RELAY 8 CONTROLLER/STARTER FURNISHED CONTROL POWER TRANSFORMER WITH EQUIPMENT A INCOMING ELECTRIC SERVICE ELECTRICAL SYMBOLS COMMON NORMALLY OPEN SINGLE RUN OF RACEWAY AND CIRCUIT CONDUCTORS. 1"C-2#12, 1#12G FIRST NUMBER IS RACEWAY SIZE. �- THE FOLLOWING NUMBERS ARE THE CONDUCTOR CONTACT QUANTITIES AND SIZES. opo MULTIPLE RUNS OF RACEWAY AND CIRCUIT CONDUCTORS TIMED CONTACT CONTACT ACTION RETARDED ON ENERGIZATION U = # OF PARALLEL RUNS 0—o �L\ V = CONDUIT SIZE TIMED CONTACT CONTACT ACTION RETARDED ON DE-ENERGIZATION W = # OF PHASE/NEUTRAL CONDUCTORS IN EACH CONDUIT (U)(V"C-W#X, Y#Z) X = PHASE/NEUTRAL CONDUCTOR SIZE PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT Y = #OF GROUND CONDUCTORS IN EACH CONDUIT 0 o Z = GROUND CONDUCTOR SIZE PUSH BUTTON SINGLE CIRCUIT LOCK -OUT EXAMPLE: (2)(3/4"C -2#12-1#12G) INDICATES TWO 3/4" oma CONDUITS EACH WITH 2#12 AND 1#12G CONDUCTORS RED SINGLE RUN OF RACEWAY AND MULTI -CONDUCTOR CABLE. LIQUID LEVEL SWITCH FIRST NUMBER IS RACEWAY SIZE. 3/4"C -3/C#14 THE FOLLOWING NUMBERS ARE THE CONDUCTOR PRESSURE OR VACUUM SWITCH QUANTITIES AND SIZE FOR THE MULT-CONDUCTOR CABLE 0-� MULTIPLE RUNS OF RACEWAY AND MULTI -CONDUCTOR CABLE � W = # OF PARALLEL RUNS TEMPERATURE SWITCH X = CONDUIT SIZE (W)(X"C-Y/C#Z) Y = # OF CONDUCTORS IN EACH CABLE DOOR INTERLOCK SWITCH Z = CONDUCTOR SIZE MOTOR OVERLOAD RELAY CONTACT EXAMPLE: (2)(3/4"C -3/C#14) INDICATES TWO 3/4" MOTOR OVERLOAD HEATER CONDUITS EA. WITH A 3/C#14 MULTI -CONDUCTOR CABLE. - INTERCEPTION POINT: EXISTING TO NEW I* ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS NORMALLY OPEN NORMALLY CLOSED DEVICE PHASE C �- -- CONTACT BLACK opo o-Za TIMED CONTACT CONTACT ACTION RETARDED ON ENERGIZATION � 0—o �L\ � TIMED CONTACT CONTACT ACTION RETARDED ON DE-ENERGIZATION YELLOW 0 o �� PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT BLACK 0 o ---- PUSH BUTTON SINGLE CIRCUIT LOCK -OUT 011 0 oma LIMIT SWITCH RED BLUE LIQUID LEVEL SWITCH GREEN 5M-R4-TB-R4-TB CPT PRESSURE OR VACUUM SWITCH CT 0-� FLOW SWITCH � 0- a TEMPERATURE SWITCH 0 0 SELECTOR SWITCH _ D I DOOR INTERLOCK SWITCH SOL MOTOR OVERLOAD RELAY CONTACT -�X`— MOTOR OVERLOAD HEATER EP PILOT LIGHT R=RED, W=WHITE, G=GREEN, A=AMBER, C=CLEAR o R PILOT LIGHT -PUSH TO TEST G, GND ® RELAY GROUND -FAULT CIRCUIT INTERRUPTER TD TIME DELAY RELAY OM STARTER COIL O SOLENOID OPERATED VALVE HIPS MOTOR ❑O BELL OR BUZZER j ETM ELAPSED TIME METER KCMIL -�� FUSE KILOVOLT -AM PERES l CONTROL POWER TRANSFORMER LA I f- GROUND LIGHTING CONTACTOR WIRING IN MOTOR STARTER OR CONTROL PANEL - - - - - FIELD WIRING —� TERMINAL BLOCK IN DEVICE OR PLC PFR POWER FAILURE °FLFL-o SPACE HEATER _vM/__ RESISTOR MINIMUM CIRCUIT BREAKER PR PLC OUTPUT ISOLATION RELAY POWER WIRE COLOR CODE , SYSTEM PHASE A PHASE B PHASE C NEUTRAL GROUND 208Y/1 20V BLACK RED BLUE WHITE GREEN 480Y/277V BROWN ORANGE YELLOW GRAY GREEN 240Y/1 20V BLACK RED ---- WHITE GREEN 240V BLACK RED BLUE WHITE GREEN POWER WIRE SPECIFICATIONS 1. COPPER CONDUCTORS WITH THHN/THWN INSULATION, UON or Stantec Consulting Inc. '590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 rax. 916.921.9274- ... .. ...... www.stantec.com F Stantec t Copyright Reserved "' The Contractor shall verify and be, responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and ,'drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes By Appd. Date �. PR DK J8 05-11-07' Dwn. Chkd. Dsgn. Date DAVID W. 3 ; KNOLL No 300 0 ELECTRICAL .= lF OF CNO Client/Project GSI IAIr`AI _rr111ADAAIIMC �O M PAI T11"11=17 45001M ! VAu f LAMD, L X SEWER LIFT STATION #1 MCALLISTER RANCH EVERGOOD STREET Kern County, California Title SYMBOL , LEGENI) AND ABBREVIATIONS Project No. Scale 184400800 A NOTED Drawing No. E-1 Sheet Revision 9f15 0 1 —C. � �'� T LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER/ AC VOLTS NO. LAMPS/ LAMP FIXTURE MOUNTING DESCRIPTION AMERICAN WIRE GAUGE BC ATALOG NO. BKBD LAMP TYPE WATTAGE WATTAGE C CONDUIT, CONDUCTOR CB LITHONI "CONTOUR" SERIES MULTI -TA 1/175 175 210 POLE TOP SOFT SQUARE FULL CUT-OFF LIGHTING ON 9" ARM, TYPE IV DISTRIBUTION WITH A KAD-1 5M-R4-TB-R4-TB CPT METAL HALIDE CT CURRENT TRANSFORMER ON ARM FORWARD THROW, AND INTEGRAL PHOTOCELL. MOUNT TO POLE #SSS-144C-DM19 DC DIRECT CURRENT P1-PE1-DNA 4 1 DWG 1 1 1 1 -DNA, SQUARE POLE 14' TALL, ALL NATURAL ALUMINUM FOR FIXTURE AND POLE or Stantec Consulting Inc. '590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 rax. 916.921.9274- ... .. ...... www.stantec.com F Stantec t Copyright Reserved "' The Contractor shall verify and be, responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and ,'drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes By Appd. Date �. PR DK J8 05-11-07' Dwn. Chkd. Dsgn. Date DAVID W. 3 ; KNOLL No 300 0 ELECTRICAL .= lF OF CNO Client/Project GSI IAIr`AI _rr111ADAAIIMC �O M PAI T11"11=17 45001M ! VAu f LAMD, L X SEWER LIFT STATION #1 MCALLISTER RANCH EVERGOOD STREET Kern County, California Title SYMBOL , LEGENI) AND ABBREVIATIONS Project No. Scale 184400800 A NOTED Drawing No. E-1 Sheet Revision 9f15 0 1 —C. � �'� T ELECTRICAL ABBREVIATIONS A AMPERES AC ALTERNATING CURRENT AICS AMPERES INTERRUPTING CAPACITY, SYMMETRICAL ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BC BARE COPPER BKBD BACKBOARD /C MULTI -CONDUCTOR CABLE C CONDUIT, CONDUCTOR CB CIRCUIT BREAKER CL CONTINUOUS LOAD CKT CIRCUIT CNTL CONTROL CO CONDUIT ONLY CP CONTROL PANEL CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER (D) DEMOLISH DC DIRECT CURRENT DTL DETAIL DWG DRAWING E, (E) EXISTING ELEV ELEVATION, ELEVATOR EP EXPLOSION PROOF FLUOR FLUORESCENT G, GND GROUND GFCI GROUND -FAULT CIRCUIT INTERRUPTER HH HANDHOLE HOA HAND OFF AUTOMATIC HP HORSEPOWER HIPS HIGH PRESSURE SODIUM HZ HERTZ JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KVA KILOVOLT -AM PERES KW KILOWATT LA LIGHTNING ARRESTER LC LIGHTING CONTACTOR LTG LIGHTING / MA MILLIAMPERE MAX MAXIMUM MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTOR MIN MINIMUM MLO MAIN LUGS ONLY MRID McALLISTER RANCH IRRIGATION DISTRICT MSC MANUFACTURER SUPPLIED CABLE, CONTRACTOR INSTALLED MTD MOUNTED N NEUTRAL NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO. NUMBER NTS NOT TO SCALE P POLE PB PUSH BUTTON, PULL BOX PC PHOTO CELL PG&E PACIFIC GAS AND ELECTRIC PH, 0 PHASE PLC PROGRAMMABLE LOGIC CONTROLLER PS PRESSURE SWITCH PVC POLYVINYL CHLORIDE RECPT RECEPTACLE REQ'D REQUIRED SW SWITCH TB TERMINAL BOARD TS TEMPERATURE SWITCH TSP TWISTED SHIELDED PAIR TST TWISTED SHIELDED TRIAD CABLE TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VOLT W WATTS, WIRE W/ WITH WP WEATHERPROOF XFMR TRANSFORMER or Stantec Consulting Inc. '590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 rax. 916.921.9274- ... .. ...... www.stantec.com F Stantec t Copyright Reserved "' The Contractor shall verify and be, responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and ,'drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes By Appd. Date �. PR DK J8 05-11-07' Dwn. Chkd. Dsgn. Date DAVID W. 3 ; KNOLL No 300 0 ELECTRICAL .= lF OF CNO Client/Project GSI IAIr`AI _rr111ADAAIIMC �O M PAI T11"11=17 45001M ! VAu f LAMD, L X SEWER LIFT STATION #1 MCALLISTER RANCH EVERGOOD STREET Kern County, California Title SYMBOL , LEGENI) AND ABBREVIATIONS Project No. Scale 184400800 A NOTED Drawing No. E-1 Sheet Revision 9f15 0 1 —C. � �'� T SERVICE/CONTROL PEDESTAL 0 M� P ® ) M� P O 1 PA LA 2 2 TS1 3/4"C-4#14 1#14G < (TA ) - 1 1/2"C— MSC /2"C—MSC FLUO ESCENT LIGHT (TYP) �150A ( 110/24 (TYP) O PUMP M I 5 O YfESCOFIL2000 D620 , 15A ) OR E UIVALENT O 1 O By Appd. ( O LEVEL CONTROLLER O File Name: PR DK JB 05-11-07 +. Dwn. Chkd. Dsgn. 1/16 SYSTEM SYSTEM . — . — — - — . I — — O — - — — — — — NEUTRAL L a DOOR SWITCH Q N CTL BUS AR (TYP FOR EACH SECTION) P 1 "C-2#12, PTP 3 ° N SEWER LIFT STATION #1 3/4"C-2#12, FLUORESCENT LIGHT CABINET CABINET VENTILATION HEATER 1 #12G 1 "C—(1) TST 1#12G (TYP FOR EACH SECTION) • OD O C .3 Title � ONE LINE DIAGRAM FT (GROUND U N j AND LOAD CALCILILATION TRN Co Project No. Scale 1"C—LCC I TO PLC BUS PC Drawing No. Sheet Revision E-2 1 of 15 0 00 Yin", TRANSDUCER GENERAT TRECEPTATLE R �TD GENERAT R __ AL MRID PLUG GROUND UFER XFMR N.I.C. WELL GROUND PRI A #4/0 2-4'CO MRID SERVICE GENERATOR PULLBOX N.I.C. M� P ® ) M� P O 1 PA LA 2 2 TS1 3/4"C-4#14 1#14G < (TA ) - 1 1/2"C— MSC /2"C—MSC FLUO ESCENT LIGHT (TYP) BACKPANEL 9.10 (TYP) O PUMP CONTROLLER SITE LIGHTING YfESCOFIL2000 D620 , 0.20 OR E UIVALENT '200A RECE CROU P1 P2 1 "C-3#10, TS2 1 "C-3#10, > O1 #10G 3/4-C-4#1144, 6 < 1#16G P1A O P2A 1 1/2"C— TS2A 1 1/2"C— MS( 9 MSC 1 1MSCC— 7 9 MSC PUMP NO. 1 PUMP NO. 2 RATED GENERATOR )TACLE, WITH SNAP COVER SE—HINDS #AR2041—S22 0 Lo CONCRETE PAD PER STRUCTURAL DRAWING 30" MIN SEE UFER DETAIL 4/E-7 PMD, 3/4"C-2# 10, 1#12G ODOR CONTROL FAN ONE -LINE DIAGRAM. SCALE: NONE MAX. 70" RED 2 STAGE ALARM LIGHT CONTROLS DISPLAY UTI LITY METER PILOT LIGHTS, SWITCHES F 1 CONTROLS L _ _ J SECTION O ® O O 0 0 o GFCI CONVIENIENCE RECEPTACLE SHEET NOTES: O SWITCH DUTY RATED CIRCUIT BREAKER. O SEE DETAIL A/E-4 O SEE DETAIL A/E-5 O REDUNDANT CONTROLLER PACKAGE, SEE DETAIL A/E5 O MECHANICAL INTERLOCK OF SERVICE MAIN AND GENERATOR CB. O SPLICE POINT FOR MSC AND INDIVIDUAL WIRES. THERMOSTAT (TYP FOR EACH SECTION) PAOO 1 PAOO 1 PA )1 PA 1 P 1AA i I I )1PA 1 PA PPA 1 PA I I SPARE SPARE SITE SITE LIGHTING LIGHTING FLOATS IN WET WELL (SWITCHED BY CB) PHOTOCELL CONTROL NEMA 3R CABINET SHOWN WITH OUTER DOORS REMOVED WARNING SIGN: SUPPLY VOLTAGE IS 120/240 3 PHASE INSURE THAT STINGER LEG IS NOT CONNECTED TO ANY SINGLE PHASE NOTE: CONNECT 240/120 SYSTEM TO A SINGLE TERMINAL BLOCK WITH THE STINGER LED CLEARLY IDENTIFIED ELECTRICAL UNDERGROUND SERVICE SECTION u I ( GRADE TO PG&E TRANSFORMER SER SERVICE / CONTROL PANEL. SCALE: NONE OX LOCATION OF COMPONENTS FROM ONE LINE IN LOAD CALCULATION LOADS KVA PUMP` NO.1, 22A ® 240V, 30 9.10 PUMP NO.2, 22A ® 240V, 30 9.10 ODOR CONTROL FAN, 2.6A @ 120V, 30 O CONTROLS O SITE LIGHTING 0.70 25% CLL 0.20 GFCI MOTOR STARTERS O Revision By Appd. REDUNDANT CONTROLLER O LEVEL CONTROLLER O File Name: PR DK JB 05-11-07 +. Dwn. Chkd. Dsgn. 1/16 SYSTEM SYSTEM . — . — — - — . I — — — - — - — - — - — — — — — — — — — L a DOOR SWITCH Q N CTL AR (TYP FOR EACH SECTION) 1 "C-2#12, PTP 3 ° N SEWER LIFT STATION #1 3/4"C-2#12, FLUORESCENT LIGHT CABINET CABINET VENTILATION HEATER 1 #12G 1 "C—(1) TST 1#12G (TYP FOR EACH SECTION) FAN OD O C .3 Title � ONE LINE DIAGRAM FT SERVICE CONTROL CABINET U N j AND LOAD CALCILILATION TRN Co Project No. Scale 1"C—LCC 184400800 AS NOTED 1 C—MSC PC Drawing No. Sheet Revision E-2 1 of 15 0 00 Yin", TRANSDUCER SITE SITE LIGHTING LIGHTING FLOATS IN WET WELL (SWITCHED BY CB) PHOTOCELL CONTROL NEMA 3R CABINET SHOWN WITH OUTER DOORS REMOVED WARNING SIGN: SUPPLY VOLTAGE IS 120/240 3 PHASE INSURE THAT STINGER LEG IS NOT CONNECTED TO ANY SINGLE PHASE NOTE: CONNECT 240/120 SYSTEM TO A SINGLE TERMINAL BLOCK WITH THE STINGER LED CLEARLY IDENTIFIED ELECTRICAL UNDERGROUND SERVICE SECTION u I ( GRADE TO PG&E TRANSFORMER SER SERVICE / CONTROL PANEL. SCALE: NONE OX LOCATION OF COMPONENTS FROM ONE LINE IN LOAD CALCULATION LOADS KVA PUMP` NO.1, 22A ® 240V, 30 9.10 PUMP NO.2, 22A ® 240V, 30 9.10 ODOR CONTROL FAN, 2.6A @ 120V, 30 2.00 CONTROLS 2.50 SITE LIGHTING 0.70 25% CLL 0.20 25% OF LARGEST MOTOR LOAD 2.30 TOTAL 24.20 24.20KVA ® 240V, 30 = 58.21A W tantec Consulting Inc. 590 Venture Oaks Way acramento, CA 95833-3288 el. 916.569.2500 ax. 916.921.9274 ww.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes --- — Revision By Appd. Date File Name: PR DK JB 05-11-07 +. Dwn. Chkd. Dsgn. Date '•. DAVID W. "" c� KNOLL No `07 7 ; �• ELECTRICAL L a ,qjf •.....• \E�� OF CAS Q N CV Client/Project �1 uNe eCUT V20 VALM'-f LAMA L0, 3 ° N SEWER LIFT STATION #1 N U MCALLISTER RANCH EVERGOOD STRE T 01 Kern County, California C .3 Title ONE LINE DIAGRAM SERVICE CONTROL CABINET U N j AND LOAD CALCILILATION 0 0 Co Project No. Scale 184400800 AS NOTED 00 ) I Drawing No. Sheet Revision E-2 1 of 15 0 00 Yin", MANUAL DISCONNECT AND WP J BOX FOR MSC SPLICE MOUNTED TO STANCHION SEE DETAIL 8/R-6. 17 16 �1 WID CONTROL • � ., FAN I \ 0 0 a l PC I � 1 I i i I i I i I __ - - By Appd. Date PR DK A 05-11-07 Dwn. Chkd. Dsgn. Date {? Revision File Name: �1 A� �/ WET WEILL FLOAT EE DETAIL 1i/E-6 EET NOTES IIN TALL 20 LF OF UFER GROUND WITH #4/0 BARE COPPER WIRE, IE CASED IN r---- 3" OF CONCRETE MINIMUM, SEE DETAIL 4/E-7. i i IN ACCORDANCE WITH MRID STANDARDS, INSTALL PER DETAIL 6/E--,. WET WELL AREA IS CLASSIFIED AS HAZARDOUS LOCATION CLASS 1, GROUP A -D. I I THIS FIXTURE WILL BE NIGHT LIGHT AND NOT SWITCHED AT PEDESTAL. w.f I j I `11 y: 3 i X SEWER MANHOLE \ F FLOAT MOUIN i O3 WET WELL ` �r \ ti I MSC OR POWER AT PUMP, TYP. 2 PLAC 4 S L ALL CONDUITS PER MECHM MSC OR ROBE AT PUMP, TYP. 2 P. CES PIP PENETRATION DETAIL 2/ /3 T R N\ fYPICA 6 PLACES 1`175 AREA1 LIGHT FIXTURE I SEE )ETAIL 3 E -Di I (TYP OF 3) P2A°4zy" WET WELL TRANSDUC\ERi SEE DETAIL 6/E-6 I lFOR TRANSDUCER MOON G PC f� / TRANSDUCER PANEL O� A ~ \ WP J -BOXES FOR POWER \ TS 2� CABLE SPLICES AND j ��' PTP LANDING CONTROL CABLES ON TERMINAL STRIPS. /P1 MOUNTED ON STANCHION. f CTL SEE DETIAL 8/E-•6 _ SEE DETAIL 2/E-7, TYPICAL PC TS2 I AR ---------- 7 TO MRID j PRIMARY i PULLBOX TRENCHES PER DETAIL 4/Et-6, TYPICAL O BOLLARDS FOR MRID 0 0 �\ � CANOPY OVER 2 TRAN FORMER SEES I DETAI 5/E-7 \ I I' ELECTRICAL PANEL \\ r PRI I I i_ - E1,4! I G i I � � I o GW 1 TRANSFORMER LEQUIPMENT PAD PORTABLE GENERATOR (NIC) PAD 6' x 6' O SEE DETAIL 4/g,: -Z_ -----n- -- _ __._--AN D--STRU"CTU RAL SHEETS SEWER LIFT STATION #1 A SITE PLAN -ALTERNATE 2 E-3 SCALE: 1" b' i 14 <! 91 1� .� V Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 Fax. 916.921.9274 www.stantec.com be responsible for all dimensions. DO errors or omissions shall be reported to delay. ind drawings are the property of fiction or use for any purpose other than sulting Inc. is forbidden. KNOLL ,W 110 ELEC ICAL ' E IOTF �.. C N r u Client/Project _G 3 rvpat�-# LDkz, Lit SEWER LIFT STATION #1 Q McALLISTER RANCH EVERGOOD STREET Kern County, California Title 3 a ELECTRICAL ° SITE PLAN N 0 Co 0 % Project No. Scale 00 184400800 1 it = 5'—O" Drawing No. Sheet Revision 00 E-3 11 of 15 0 N __ - - By Appd. Date PR DK A 05-11-07 Dwn. Chkd. Dsgn. Date {? Revision File Name: �1 KNOLL ,W 110 ELEC ICAL ' E IOTF �.. C N r u Client/Project _G 3 rvpat�-# LDkz, Lit SEWER LIFT STATION #1 Q McALLISTER RANCH EVERGOOD STREET Kern County, California Title 3 a ELECTRICAL ° SITE PLAN N 0 Co 0 % Project No. Scale 00 184400800 1 it = 5'—O" Drawing No. Sheet Revision 00 E-3 11 of 15 0 N MCP N A -o o - i i 240V B _o�� i 30, 3W , C --o TO CB START PUMP NO.1 FROM PLC R2-1 -i PUMP NO.1 RUNNIP --^r- TO PLC R1-2 -� PUMP NO.1 OVERTEM TO PLC R13 REDUNDANT CONTROL START PUMP NO.1 R6-1 -� PUMP NO.1 SEAL FAI -^r-- TO PLC MCP MS OL A L -----0 i i 240V B 120V 301 3W --O %.9 10, 2W i i C �� N -o - TO CB PUMP NO.1 N2 PUMP NO.2 RUNNING TO PLC R4 RUNNING TO PLC MS PUMP NO.1 L2 �M N2 PUMP NO.2 RUNTIME T RUNTIME PUMP NO.1NL PUMP NO.2 G RUN OFF/RESET RUN HAND \ AUTO R3-1 OL PUMP NO.1 L2 X00MS N2 PUMP NO.2 MOTOR STARTER I MOTOR STARTER PUMP NO.1 L2 2 120 VAC 10 N2 PUMP NO.2 OVERTEMP RELAY OVERTEMP RELAY N1 OVERTEMP SENSOR7 � N2 OVERTEMP SENSOR IN PUMP NO.1 IN PUMP NO.2 PUMP NO.1 L2 1 3 R N2 PUMP NO.2 OVERTEMP OVERTEMP RESET PUMP NO.1 -_ 5 4 R3 N2 PUMP N0.2 OVERTEMP RELAY OVERTEMP RELAY PUMP NO.1 1 L2 AC 120 VAC AC N2 PUMP NO.2 SEAL FAIL RELAY T SEAL FAIL RELAY PUMP NO.1 I L --I NO R N1 PUMP NO.2 SEAL FAIL SEAL FAIL --- n --- SEAL FAIL PROBE SEAL FAIL PROBE IN PUMP IN PUMP START PUMP NO.2O 2 FROM PLC R4-1 -� PUMP NO.2 RUNNING F -I TO PLC R3-2 --� PUMP NO.2 OVERTEMP TO PLC. R14 fl--- REDUNDANT CONTROLS O 4-1 START PUMP NO.2 R7-1 -� PUMP NO.2 SEAL FAIL 471 TO PLC LIFT STA. PUMPS ODER CONTROL SCHEMATIC SCALE: NONE R5-1 ODOR CONTROL RUNNING TO PLC SHEET NOTES O START PUMP 1 AND 2 FROM REDUNDANT FLOAT SWITCH CONTROLS. OPUMP START/STOP COMMAND FROM PLC CONTROL. O TO SWITCH POSITION CONTACTS FOR INPUT TO PLC. ONTROL TO PLC ONTROL ONTROL ;HT ONTROL STARTER ba" tan#ec Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-3288 Tel. 916.569.2500 Fax. 916.921.9274 www.stantec.com Copyright Reserved, The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes Revision File Name: �OFES9 DAVID W.'':� KNOLL C007 4d ELECTRICAL �lE OF�CA� --- M By Appd. Date PR DK JB 05-11-07 Dwn. Chkd. Dsgn. Date Client/Project GOMPANIES SWVAOAJ VALLW LAS P Lu:, SEWER LIFT STATION #1 MCALLISTER RANCH EVERGOOD STREET Kern County, California Title CONTROL SCHEMATICS Project No. Scale 184400800 Drawing No. Sheet E-4 kS NOTED Revision 00 1 of 15 �' L4 L4 POWER SUPPLY FOR PRIMARY CONTROLLER POWER SUPPLY FOR CUSTOMER CUSTOMER COMMUNICATIONS PRIMARY PUMP CONTROLLER TRANSDUCER ISOLATION AMPLIFIER INTRINSIC BARRIER TRANSDUCER PANEL #157GSCD WET WELL TRANSDUCER A1000 LEVEL CONTROL PS+ L4 ANTENNA - SEE 3/E-7 PS+ PS+ 120V LINE FILTER 120V SURGE SUPPRESSER POWER SUPPLY 12/15 VDC I I [i POWER SUPPLY + 12/15 VDC _ � n — CUSTOMER RADIO D620i CONTROLLER (PLC) SERIAL PORT J7 + - TRANSDUCER ISOLATION AMPLIFIER SIGNAL 0-5V OUTPUT TO ANALOG INPUT ON PLC INTRINSIC BARRIER ------- 1-T --- --i LLJJ L J I SIGNAL I CONDITIONER CMX21 BREATHER I BAG I I I PS- PS- PS - N4 M L5 POWER SUPPLY FOR REDUNDENT CONTROLS MANUAL PUMP OFF REDUNDENT CONTROLLER ALL PUMPS ON / OFF INTRINSIC BARRIER FOR REED SWITCH FLOATS WET WELL FLOATS PANEL ALARM LIGHTS N5 VLF OFF ON L5 N5 LEVEL CONTROLS AND ALARM SCHEMATIC • , SCALE: pax. � PUMP NO. 1 FAIL PUMP NO. 2 FAIL TRANSDUCER HIGH LEVEL ALARM ODER CONTROL FAIL REDUNDANT CONTROLLER ON COMMON ALARM AREA BEACON R2-1 � R4-1 OOX OOX R1-2 R3-2 PFR R11-1 R5-1 R6-1 -1F R7-1 FROM 0-5V TRANSDUCER AMPLIFIER LEVEL CONTROL D620i DIGITAL CONTROLLER 1 EXPANSION COLLECTOR D6201 1 ANALOG INPUT 2 i 3 COMMON I ANALOG 1 OUTPUT I 2 i 71 3 PUMP 1 RUN PUMP 2 RUN PUMP 1 AUTO PUMP 2 AUTO PUMP 1 OVER TEMP. PUMP 2 OVER TEMP. PHASE FAIL REDUNDENT CONTROL ACTIVE ODER CONTROL RUNNING SEAL FAIL PUMP 1 SEAL FAIL PUMP 2 SPARE INPUT RETURN PLC I/O CONFIGURATION SCALE: NONE I i 1 2 3 4 5 6 7 8 9 PS+ PUMP 1 CALL PUMP 2 CALL PUMP 1 FAIL PUMP 2 FAIL HIGH LEVEL ALARM ODER CONTROL FAIL SPARE COMMON ALARM LIGHT REDUNDANT CONTROLLER ACTIVE D620i OPEN COLLECTOR OUTPUT 1 [ 2 [ 3 [ 4 [ 5 [ 6 [ 7 [ --- - 8 9 C PLC I/O CONFIGURATION SCALE: NONE I i 1 2 3 4 5 6 7 8 9 PS+ PUMP 1 CALL PUMP 2 CALL PUMP 1 FAIL PUMP 2 FAIL HIGH LEVEL ALARM ODER CONTROL FAIL SPARE COMMON ALARM LIGHT REDUNDANT CONTROLLER ACTIVE --- - - -- Revision By Appd. Date 0 File Name: PR DK JB 05-11-07 Dwn. Chkd. Dsgn. Date �`�:••••DAVID W. ••: KNOLL 0 3— ELECTRICAL. L Q qlE OFC NO E N � N I Client/Project 0 c+ i iN eem S L VAU r- j LAOD, Ut-a 3 v SEWER LIFT STATION #1 MCALLISTER RANC U ' EVERGOOD STREET 0 w Kern County, California v� Title CONTROL SCHEM TICS 6 i �L U i 0 0 0 Project No. Scale 184400800 AS NOTED 00 Drawing No. Sheet Revision - E—J 13 of 15 Ln EL. 321.2 EL. 319.2 SEE 5/E-6 FOE MOUNTING MSC REDUNTANT ON FLOAT MSC REDUNTANT OFF FLOAT CABLE FLOAT MOUNTING KIT 1/8" TYPE 316SS CABLE 15 POUND ANCHOR FLOAT MOUNTING DETA E-6 SCALE: NONE u z 3" 3" '1 CONDUIT TRENCH SCALE: NONE 1/8" TYPE 316SS CABLE CL CABLE SUSPENSION MOUNT KIT 1" NPT COUPLING - L SAW CUT, HEN PATCH TO MATCH (E) SURFACE FINISH FINISH SUFACE, AC PAVING CONCRETE, ETC. WARNINGI TAPE NATIVE CIR SELECT BACK FI L 90% COMPACTION CONDUIT, NUMBER AND SIZES PER PLA S 3 CONDUCT(IR TRANSDUCER CABLE AND BREATHER TUBE 2' LONG TYF 316SS 1" PI E HAZARDOUS CLASS SEAL OFF CONDUITS TO COI PANEL. SEE PLAN FOR - QUANTITY AN SIZE TRANSDUCER CABLE MOUNTING E-6 SCALE: NONE COPPER COMPRESSION TAP CONNECTOR TWO LAYERS OF HALF LAPPED VINYL TAPE 3/4" 2„ ONE LAYER OF HALF LAPPED RUBBER TAPE ONE LAYER OF HALF LAPPED VARNISHED CAMBRIC TAPE VINYL MASTIC COLOR CODED VINYL TAPE 2" I 3/4" 600KV AND LESS CABLE SPLICE SCALE: NONE 3/8" EYE BOLT TYPE 316SS 1/8" TYPE 316SS CABLE CABLE CLAMPS EYE BOLT CONNECTION SCALE: NONE DETAIL NOTES: 1. USE ELECTRODE APPROPRIATE FOR STAINLESS STEEL WELDING. 2. ALL STAINLESS STEEL SHALL BE TYPE 316. WELDED END CAP MOUNTING HOLES TO SUIT PANEL. SECURE PANEL TO STANCHION W/316SS BOLTS ISOLATION PANEL NOT SHC 3"x3"x0.25" SS TUBE 3 3/8" SS BASE PLATE SEE PLAN 4 1/2"x6" 316SS WEDGE ANCHORS 1" GROUT CONCRETE PAD PER STRUCTURAL PLANS PVC COATED GRS CONDUIT TO WET WELL (TYP) AND ODOR CONTROL FAN. SEE PLANS FOR QUANTITY AND SIZES PANEL STANCHION SUPPORT HANDHOLE AND INTEGR GROUND GROUND LUG — BASE PLATE COVER ROUNDED EDGE 6" MIN OVERLAP _ a. "" _ FINISHED GRADE III I; 1 111..I I 1 J I' ',1 I� (4) HOT DIPPED GALVANIZED 0M:0Tlr'Al ° t J 1-�J-�I ANCHOR BOLTS, SIZED PER POLE I I MANUFACTURER'S REQUIREMENTS A �4 J I (. J I;.I II A #3 GRADE 60 TIE BARS @ 12"OC UON 6#RSI41 I I 1 I I.I I SII WITH 3 TIES ENGAGING ANCHOR BOLTS EQUALLY SPACED+11 } 1 k SECTION A -A I LL,h II REINFORCED CONCRETE BASE 3000PSI MIN AT 28 DAYS J. I I�eIIla I I�I J 3" CLEAR (TYP- SIDES & BOTTOM) CONDUIT PER PLAN FIJI °I. A d Q i a a #6 GRADE 60 BARS VERTICAL PER SECTION A—A 24" DIA. ROUND i j2), FIXTURE BASE _ E SCALE:.__._ NONE._______._ . _____ _. - 500P01 3/8 STAINLESS STEEL' MANHOLE LID/ EYE BOLT — EMBED 1 X1/2" GRATING MINIMUM AT CONCRETE'! MANHOLE CONCRETE EPDXY IN PLACE I I — J STAINLESS STEEL EYE BOLT AT PIT, SEE 5/E-6 LEVEL SENSOR CORD PER MANUFACTURER TO CONTROLLER KELLUMS SS GRIP NOTE: EXACT SENSORS LOCATION TO BE FIELD COORDINATED BY CONTRACTOR WITH CITY AND USFS REPRESENTATIVES. TRANSDUCER MOUNTING AT WELL SCALE: NONE NEMA 4X PULLBOX WITH BACK PANEL. EQUIP PULLBOX WITH STAINLESS STEEL FAST OPERATING JIC CLAMPS TERMINAL BLOCK TERMINATE ALL WIRES ON TERMINAL BLOCKS �" 6" (TYP) SCALE: NONE O O 0.5" Od O 0.75" (TYP) BASE PLATE PLAN #6 BARE CU GROUND CONDUCTOP TO SCADA PANEL GROUND LUG CONDUIT END BELL BASE PLATE COVER TWO NUTS & WASHERS PER ANCHOR BOLT NON—SHRINK GROUT CONDUIT(S) PER PLANS 1/4" x 1 " BUS BAR (LENGTH AS REQUIRED) ANTENNA CABLE TO SCADA PANEL LIGHTNING ARRESTOR ANTENNA CABLE TO ANTENNA I GROUND CONDUCTOR J� TO UFER GROUND NOTE: MOUNT DEVICES TO BACKPAN OF SCADA CABINET. LIGHTNING ARRESTOR DETAIL SCALE: NONE I Q C)�- Lo a- N N I... . u z 3" 3" '1 CONDUIT TRENCH SCALE: NONE 1/8" TYPE 316SS CABLE CL CABLE SUSPENSION MOUNT KIT 1" NPT COUPLING - L SAW CUT, HEN PATCH TO MATCH (E) SURFACE FINISH FINISH SUFACE, AC PAVING CONCRETE, ETC. WARNINGI TAPE NATIVE CIR SELECT BACK FI L 90% COMPACTION CONDUIT, NUMBER AND SIZES PER PLA S 3 CONDUCT(IR TRANSDUCER CABLE AND BREATHER TUBE 2' LONG TYF 316SS 1" PI E HAZARDOUS CLASS SEAL OFF CONDUITS TO COI PANEL. SEE PLAN FOR - QUANTITY AN SIZE TRANSDUCER CABLE MOUNTING E-6 SCALE: NONE COPPER COMPRESSION TAP CONNECTOR TWO LAYERS OF HALF LAPPED VINYL TAPE 3/4" 2„ ONE LAYER OF HALF LAPPED RUBBER TAPE ONE LAYER OF HALF LAPPED VARNISHED CAMBRIC TAPE VINYL MASTIC COLOR CODED VINYL TAPE 2" I 3/4" 600KV AND LESS CABLE SPLICE SCALE: NONE 3/8" EYE BOLT TYPE 316SS 1/8" TYPE 316SS CABLE CABLE CLAMPS EYE BOLT CONNECTION SCALE: NONE DETAIL NOTES: 1. USE ELECTRODE APPROPRIATE FOR STAINLESS STEEL WELDING. 2. ALL STAINLESS STEEL SHALL BE TYPE 316. WELDED END CAP MOUNTING HOLES TO SUIT PANEL. SECURE PANEL TO STANCHION W/316SS BOLTS ISOLATION PANEL NOT SHC 3"x3"x0.25" SS TUBE 3 3/8" SS BASE PLATE SEE PLAN 4 1/2"x6" 316SS WEDGE ANCHORS 1" GROUT CONCRETE PAD PER STRUCTURAL PLANS PVC COATED GRS CONDUIT TO WET WELL (TYP) AND ODOR CONTROL FAN. SEE PLANS FOR QUANTITY AND SIZES PANEL STANCHION SUPPORT HANDHOLE AND INTEGR GROUND GROUND LUG — BASE PLATE COVER ROUNDED EDGE 6" MIN OVERLAP _ a. "" _ FINISHED GRADE III I; 1 111..I I 1 J I' ',1 I� (4) HOT DIPPED GALVANIZED 0M:0Tlr'Al ° t J 1-�J-�I ANCHOR BOLTS, SIZED PER POLE I I MANUFACTURER'S REQUIREMENTS A �4 J I (. J I;.I II A #3 GRADE 60 TIE BARS @ 12"OC UON 6#RSI41 I I 1 I I.I I SII WITH 3 TIES ENGAGING ANCHOR BOLTS EQUALLY SPACED+11 } 1 k SECTION A -A I LL,h II REINFORCED CONCRETE BASE 3000PSI MIN AT 28 DAYS J. I I�eIIla I I�I J 3" CLEAR (TYP- SIDES & BOTTOM) CONDUIT PER PLAN FIJI °I. A d Q i a a #6 GRADE 60 BARS VERTICAL PER SECTION A—A 24" DIA. ROUND i j2), FIXTURE BASE _ E SCALE:.__._ NONE._______._ . _____ _. - 500P01 3/8 STAINLESS STEEL' MANHOLE LID/ EYE BOLT — EMBED 1 X1/2" GRATING MINIMUM AT CONCRETE'! MANHOLE CONCRETE EPDXY IN PLACE I I — J STAINLESS STEEL EYE BOLT AT PIT, SEE 5/E-6 LEVEL SENSOR CORD PER MANUFACTURER TO CONTROLLER KELLUMS SS GRIP NOTE: EXACT SENSORS LOCATION TO BE FIELD COORDINATED BY CONTRACTOR WITH CITY AND USFS REPRESENTATIVES. TRANSDUCER MOUNTING AT WELL SCALE: NONE NEMA 4X PULLBOX WITH BACK PANEL. EQUIP PULLBOX WITH STAINLESS STEEL FAST OPERATING JIC CLAMPS TERMINAL BLOCK TERMINATE ALL WIRES ON TERMINAL BLOCKS �" 6" (TYP) SCALE: NONE O O 0.5" Od O 0.75" (TYP) BASE PLATE PLAN #6 BARE CU GROUND CONDUCTOP TO SCADA PANEL GROUND LUG CONDUIT END BELL BASE PLATE COVER TWO NUTS & WASHERS PER ANCHOR BOLT NON—SHRINK GROUT CONDUIT(S) PER PLANS 1/4" x 1 " BUS BAR (LENGTH AS REQUIRED) ANTENNA CABLE TO SCADA PANEL LIGHTNING ARRESTOR ANTENNA CABLE TO ANTENNA I GROUND CONDUCTOR J� TO UFER GROUND NOTE: MOUNT DEVICES TO BACKPAN OF SCADA CABINET. LIGHTNING ARRESTOR DETAIL SCALE: NONE .. 45 ki 6" TYP NOTE: SEE ONE LINE DIAGRAM AND SITE PLAN FOR CONDUCTOR SIZE AND GROUNDING ARRANGEMENT. '1 GROUND WELL E-7 SCALE: NONE--_._.__ INSTALL 1 " ABOVE FINISHED GRADE IN UNFINISHED AREAS. INSCRIBED COVER WITH THE WORD "GROUND" HANDHOLE — (11 "W x 171 x 12"D) INSTALL FLUSH WITHIN FINISHED PAVED OR CONCRETE SURFACES. GROUND CLAMP(S) II � GRAVEL CONDUIT WITH GROUND CABLE TO SWITCHBOARD GROUND BUS 3/4"x10' GROUND ROD GROUND SYSTEM AS INDICATED ON PLANS ,- SEE STRUCTURAL INCOMING SERVICE -'- - _._a_ _ ELECTRICAL f ' DRAWING FOR PAD SECTION EQUIPMENT N G i`f LAYOUT DETAILS 1 " CHAMFER - - w ANCHOR BOLTS f, ALONG EDGE ' AS REQ'D BY 3 MIN '6YP) 100, EQUIP MFR. I r FINISH GRADE---' " 44 II ,II - 4 4 3 #5@12" ON CENTER° w __.._ #6@12" ON CENTER (TYP)­11_­­11./ _..___,J 3" MIN (TYP) NOTES: 1. EQUIPMENT BASE TOP SHALL BE LEVEL. UFER GROUND, 2. PRIOR TO EQUIPMENT BASE INSTALLATION, COMPACT #4/0 BARE COPPER, 20'-0" LF SOIL UNDER AND 6" BEYOND THE BASE TO 95% MINIMUM, ENCASED IN A RELATIVE COMPACTION. MINIMUM OF 3" OF CONCRETE. 3. SEE PLAN FOR UFER DIRECTION. ELECTRICAL EQIPMENT 4 FOUNDATION WI H UFER GROUND SCALE: NONE M REFER TO CIVIL PLANS FOR PAD ELEVATION, TO BE PLACED AT HIGHEST POINT. "_-" ' 1" ABOVE FINISHED GRADE AND 'ING IN UNFINISHED/LANDSCAPED CRIBED OR WELDED COVER 37 PER SPECIFICATIONS =LUSH WITHIN FINISHED R CONCRETE SURFACES. HANDHOLES E OR PER YP) TRANSFORMER PAD 3' MIN Z BOLLARDS MRID TRANSFORMER PAD -BOLLARDS SCALE: NONE 0 LIGHT FIXTURE DETAIL SCALE: NONE 3 PHASE XFMR PAD INSTALLATION SCALE: NONE REFER TO PG&E TRANSFORMER INSTALLATION GUIDE FOR ALL DETAILS. tantec Consulting Inc. 590 Venture Oaks Way Sacramental CA 95833-3288 el. 916.569.2500 Fax. 916.921.9274 ww.stantec.com stantec y: Copyright Reserved The Contractor shall verify and bel responsible for all dimensions. DO NOT scale the drawing —any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and i drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes _ REINFORCED PLASTIC MORTAR BOX 36"L X 36"W X 18"D, PRECAST PAD AND CABLE ENTRANCE PER MRID OPENING, WITH BOLTED ON PRIMARY 1/2" CONCRETE INSERTS SECONDARY OPENING IN CONCRETE PAD 18" KEEP SECONDARY CONDUITS WITHIN 4"Cao 18" OF RIGHT—HAND EDGE OF OPENING. N 22" 5/8"x8'-0" COPPER 11/2" CONCRETE INSERTS CLAD GROUND ROD 50„ Appd. TOP OF CONDUIT 4" M BELOW TOP OF PAD FINISHED= . , 3' 0000�o --�Ooopoe0 0 8" OF 3/4" ,� i°°o°CRUSHED _I � o BO ROCK T oc� ELBOW, CONCRETE ENCASED Dsgn. go s�o a�° 3" FILL SAND TO PANEL OR PULLBOX .• �• DAVID W. •'••. 36" 5/8"x 10'-0" COPPER CLAD GROUND ROD 3 PHASE XFMR PAD INSTALLATION SCALE: NONE REFER TO PG&E TRANSFORMER INSTALLATION GUIDE FOR ALL DETAILS. tantec Consulting Inc. 590 Venture Oaks Way Sacramental CA 95833-3288 el. 916.569.2500 Fax. 916.921.9274 ww.stantec.com stantec y: Copyright Reserved The Contractor shall verify and bel responsible for all dimensions. DO NOT scale the drawing —any errors or omissions shall be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and i drawings are the property of Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Construction Notes := Revision By Appd. Date M File Name: PR DK JB 05-11-07 , Dwn. Chkd. �pFF�.SJ� Dsgn. Date .• �• DAVID W. •'••. Z :. KNOLL N3 0 = 0 0 .; ELECTRICAL a a slglE .OF•CA0�� N 0 1 Client/Project Ln _s[Trvr-.r�r- SEWER LIFT STATION #1 MCALLISTER RANCH a EVERGOOD STREET o� Kern County, California Title DETAILS a a V ' U N N O 0 O Project No. Scale 184400800 A NOTED 00 Drawing No. Sheet Revision E-7 15 of 15 0 0