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1.2-7300 Sewer Lift Station
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.98' (NAVD 88 DATUM) NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM. 4 4 SOILS ENGINEERING, INC. NOVEMBER 30, 2018 15794 GEOTECHNICAL INVESTIGATION FOR SUMP STUDY AT THE SWC OF THE PROPOSED DEVELOPMENT FUTURE HIGHGATE TRACTS 7299, 7300, 7302 LOCATED ON THE SW CORNER OF MING AVE. & ALLEN RD„ BAKERSFIELD, CALIFORNIA, FILE NO. 15794, DATED JULY 7, 2016, m • r ! 0 � � I Mr -11 12111 FAA 1*0 i 104 04 ml a I D1 r 30 ; ► WAR Z 10 NOTES1. COVER SHEET 2. GENERAL 1 PUMP STATION ASSEMBLY GENERAL NOTES4L SITE PLAN 5, SEWER PROFILES (L WET WELL PLAN & SECTIONS 7. VALVE VAULT PLAN & SECTIONS ! ET WELL BASE DETAIL ! ,. BRACKET ETAIL IQ M PUMP ASSEMBLY COMPONENT DRAWING 11. CHEMICAL STORAGE TANK DETAIL 12ELECTRICAL DETAILS 11 CONTROL PANEL & ODOR CONTROL DETAILS 141 ELECTRICAL NOTES 15. WIRE CONDUIT SCHEDULE 16. CONTROL SHELTER DETAIL 17CONTROL SHELTER DETAIL 1& CONTROL SHELTER DETAIL THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED A PART OF THESE PLANS: SW -3 - STANDARD PAVEMENT PATCHES SW -4 - STANDARD MANHOLE TYPE 'A' SW -5 - STANDARD FRAMES & COVERS FOR MANHOLES & CLEANOUTS ST -22 - STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS APPENDIX A - SEWER PUMP STATION SPECIFICATIONS W-2 - THRUST BLOCK DETAIL L 4iP PG&E GAS/ELECTRIC LARRY HOFF (661)398-5712 TELEPHONE DALE YOUNGBLOODt CUMMINS PACIFIC, LLC JEFF THOMPSON (661)326-4002 NOTE: --w ----- FURNISH &INSTALL WATER A COMPLETE PARTS LISTING FOR THE WET WELL & VALVE VAULT CAN BE FOUND ON THE LINE PER CITY STANDARDS COMPONENT DRAWINGS INCLUDED IN THIS PLAN SET. • FURNISH & INSTALL SEWER FORCE MAIN PER CITY STANDARDS N=ff! .. FURNISH & INSTALL SEWER !.. ! FURNISH & INSTALL GAS M NAM LINE PER PG&E STANDARDS — --- ----- ----- PRECAST VALVE VAULT WITH H20 HATCH CONDUITS & CONDUCTORS PER PG&E STANDARDS 6' CHECK VALVE -LEVER& WEIGHT FURNISH & INSTALL SEWER azo IS PLUG VAT Vr - GEARED OR NUT i C.O.D. STD. SW -4. �''l FURNISH & INSTALL SEWER PRESSURE CLEANOUT PER 0 DETAIL ON SHEET 2. -L�l- PROPOSED LIGHT STANDARD 8p !.ENQLOSURE } CONCRETE THRUST BLOCK PER C.O.B. STD. DET. W-2 NEMA 3R, . ALTO TRANSFER svXErCH ©r UNIT 7 NEMA 3R STAINLESS STEEL, 480VOPH, DUPLEX CONTROL PANEL 4 a p z 7 L 30S, R f NCM FT K ( Y 10"PVC SEWER PIPE ®®6"l —G C900 "I i! ! R it .Ely..,.._.,,€ IPE PER TE ORP OF SLRvEy � ITE LANE NO 2918(iK .. • UNIT jj _. • PAD MOUNT ELECTRICAL: i. LLARD PEO �, BUT •gymHOSE I•Sli . DOMESTIC I" DOMESTIC WATER LINE 2' GAS LINE FOR BACKUP GENERATOR - NOODLE SIZE TO BE CONFIRMED WDH PG&E NOTE: --w ----- FURNISH &INSTALL WATER A COMPLETE PARTS LISTING FOR THE WET WELL & VALVE VAULT CAN BE FOUND ON THE LINE PER CITY STANDARDS COMPONENT DRAWINGS INCLUDED IN THIS PLAN SET. • FURNISH & INSTALL SEWER EXISTING GROUND SPOT ELEVATION EXISTING DOWN GUY EXISTING POWER POLE - - - --- EXISTING SEWER LINE EXISTING GAS UNE - -. EXISTING FENCE LINE - EXISTING EDGE OF PAVEMENT - EXISTING TELEPHONE USE -- - EXISTING POWER LINE -- - - EXISTING GAS AND ELEC. JOINT TRENCH .... EXISTNG CABLE UNE SHOWN1) ALL PIPE ELEVA11ONS ELEVATIONSINVERT OFFHIERr.,2 s 1 DEVELOPMENT' EXISTING 12' SEWER CONTINUES b 1E EAST & TIES IN TO THE EXISTING 42" SEWER IN SOUTH ALLEN ROAD. SEE APPROVED SEWER PLANS FOR " TRACTS 7255. 7256 & 7299. 202VIII 111 u it v a1 VdYt! ,✓ i � I VESTING TENTATIVE TRACT NO. 7300 0 ti ; }_ V i e UNIT 2 FORCE MAIN PER CITY STANDARDS — S---- FURNISH & INSTALL SEWER LINE PER CITY STANDARDS FURNISH & INSTALL GAS 0 LINE PER PG&E STANDARDS — --- ----- ----- FURNISH & INSTALL ELECTRICAL CONDUITS & CONDUCTORS PER PG&E STANDARDS FURNISH & INSTALL SEWER azo MANHOLE TYPE "A" PER i C.O.D. STD. SW -4. �''l FURNISH & INSTALL SEWER PRESSURE CLEANOUT PER MING AVENUE DETAIL ON SHEET 2. -L�l- PROPOSED LIGHT STANDARD ON 12' POLE, SEE SHEET 4. } CONCRETE THRUST BLOCK PER C.O.B. STD. DET. W-2 EXISTING GROUND SPOT ELEVATION EXISTING DOWN GUY EXISTING POWER POLE - - - --- EXISTING SEWER LINE EXISTING GAS UNE - -. EXISTING FENCE LINE - EXISTING EDGE OF PAVEMENT - EXISTING TELEPHONE USE -- - EXISTING POWER LINE -- - - EXISTING GAS AND ELEC. JOINT TRENCH .... EXISTNG CABLE UNE SHOWN1) ALL PIPE ELEVA11ONS ELEVATIONSINVERT OFFHIERr.,2 s 1 DEVELOPMENT' EXISTING 12' SEWER CONTINUES b 1E EAST & TIES IN TO THE EXISTING 42" SEWER IN SOUTH ALLEN ROAD. SEE APPROVED SEWER PLANS FOR " TRACTS 7255. 7256 & 7299. 202VIII 111 u it v a1 VdYt! ,✓ i � I VESTING TENTATIVE TRACT NO. 7300 0 ti ; }_ V i e UNIT 2 GENERAL NOTES. I. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL POTHOLE UTIL177ES TO VERIFY LOCATION AND DEPTH. 2. THE CONTRACTOR SHALL CONSTRUCT THE SEINER LIFT STATION PER APPENDIX A OF THE CITY OF BAKERSFIELD SUBDIVISION ENGINEERING DESIGN MANUAL. J. OPTIONAL EQUIPMENT SHOWN ON PAGES 18 THROUGH 21 OF APPENDIX A IS REQUIRED. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL AQM0 PERMITS. �CFESS!p� Na. 33322 'FT CIVIL. �N/fff HTE 60 CAL4t�'j 1.1 r 4l1 APPROVED BY:NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 a ,f' REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR 71477T -0199M] r OF CONNECTION FORCE EXISTING SEWER VAIN DIRECTION OF r 0 UNIT S azo 1 i �''l MING AVENUE 96. HND M IPA Q UNIT 7 tl 4 a p z 7 L 30S, R f NCM FT K ( Y _�\ tAi —G MR01 LS4 PER TE ORP OF SLRvEy k ITE LANE NO 2918(iK 5 JF k('S f Lo #_ -00 �t UNIT jj _. w 14 i UTHERN PACIFIC RAILROAD a , ,.r t sY 00 GENERAL NOTES. I. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL POTHOLE UTIL177ES TO VERIFY LOCATION AND DEPTH. 2. THE CONTRACTOR SHALL CONSTRUCT THE SEINER LIFT STATION PER APPENDIX A OF THE CITY OF BAKERSFIELD SUBDIVISION ENGINEERING DESIGN MANUAL. J. OPTIONAL EQUIPMENT SHOWN ON PAGES 18 THROUGH 21 OF APPENDIX A IS REQUIRED. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL AQM0 PERMITS. �CFESS!p� Na. 33322 'FT CIVIL. �N/fff HTE 60 CAL4t�'j 1.1 r 4l1 APPROVED BY:NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 a ,f' REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR 71477T -0199M] r OF CONNECTION FORCE EXISTING SEWER VAIN DIRECTION OF r 0 PRE S17E I Know wharsbelow. before you dig. STOCKDALE 0 PROJECT S1 TE 1 �''l MING AVENUE 96. HND M IPA Q FIN N tl 4 a p z —G ITE LANE S _. w 14 i UTHERN PACIFIC RAILROAD a Know wharsbelow. before you dig. GENERAL NOTES: STANDARD SPECIFICATIONS: 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS & "STANDARD PLANS". CURRENT EDITION. 2. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE A.C.I. MANUAL OF CONCRETE PRACTICE (LATEST EDITION). 3. ALL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION. (LATEST EDITION). "ALLOWABLE STRESS DESIGN" 4. ALL STEEL COMPONENTS INSIDE WET WELL SHALL BE 316 STAINLESS STEEL EARTHWORK: EARTHWORK SHALL BE IN CONFORMANCE WITH SECTION 19-3 OF THE STATE STANDARD SPECIFICATIONS AND THE SOILS REPORT. COMPACTED FILL AND BACKFILL SHALL BE PLACED IN MOISTURE CONDITIONED LIFTS NOT EXCEEDING EIGHT (8) INCHES IN THICKNESS AND COMPACTED TO A MAXIMUM DRY DENSITY, AS INDICATED ON THE PLANS OR IN THE SPECIAL PROVISIONS, AS DETERMINED BY ASTM TEST METHOD D-1557 FOR STRUCTURE BACKFILL. CONCRETE: CLASS "A" (fcA = 3500 PSI) CONFORMS TO SECTION 90 OF THE STATE STANDARD SPECIFICATIONS. MINIMUM CEMENT : 564 LBS. / CU. YD. (6 SACKS / CY) MAXIMUM SLUMP 4" — TYPICAL REQUIRED CURING COMPOUND FOR ALL CONCRETE WHITE PIGMENTED CURING COMPOUND (STATE SECT. 8030-71D-05) VIBRATE ALL CONCRETE THOROUGHLY WITH APPROVED MECHANICAL VIBRATOR. NON—SHRINK GROUT: SHALL CONFORM TO SECTION 50-1.03B(2)(d), BONDING AND GROUTING, OF THE STATE STANDARD SPECIFICATIONS WITH A REQUIRED ADMIXTURE USING THE FOLLOWING PROPORTIONS: PORTLAND CEMENT . . . . . . . .. ... 1 PART BY WT. SAND (100% PASSING #8 SEIVE) .... 1 PART BY WT. WATER . .. . . . ... .. .. . . ... . 41h — 5L§ GAL./SACK CEMENT SIKA 'INTERPLAST—N" ADMIXTURE ... 1% BY WT. OF CEMENT TYPICAL REINFORCING STEEL DETAILS INSPECTION BY THE ENGINEER OF THE REINFORCING STEEL IS REQUIRED PRIOR TO PLACING THE CONCRETE. 1 #$ 1 #9 STRUCTURAL STEEL: MATERIAL A.S.T.M. DESIGNATION STRUCTURAL STEEL .. .. . .. . . . . . A — 36 BOLTS ................... A — 307 ANCHOR BOLTS .............. A — 304 SS (STAINLESS STEEL) CONNECTORS INSIDE WET WELL SHALL BE A — 316 SS REINFORCING STEEL: (Fy = 40,000 PSI AND 60,000 PSI) DEFORMED BARS CONFORMING TO ASTM A-615, TYPE "S" #4's AND SMALLER ........... GRADE 40 #5's AND LARGER ........... GRADE 60 BAR LAP SPLICE LENGTHS "y" BAR N0. 1 #3 1 #4 1 #5 T #6 1 #7 1 #$ 1 #9 1 #10 1 #11 TOP BARS * 1'-0" V-0" 1t'-3' 2'-4" 3'-2' 4'-2" 5'-4" 6'-9" 8' -4 - OTHER BARS U U FLIT. PAD PER PLAN PER PLAN 142% HORIZ. BARS WITH MORE THAN 12" OF CONC. CAST IN MEMBER BELOW BAR. 0 RADIUS OF BEND 44 �~ � 36's FOR #8 &SMALLER ~,, 40's �1 6 MIN. BEND OFFSET HOOK r 0_ 4 % =2N Q x� R-20'3 TIE OR STIRRUP S11RRUP SIZE "x' I "y" 2 4Th' 8" #3 5" 11" #4 51h" 15" #5 6" 19" REINFORCING PLACING TOLERANCES: 1. DEPTH: tYi' FOR MEMBERS 24" OR LESS IN DEPTH. 2. DEPTH: ±W FOR MEMBERS LARGER THAN 24" DEPTH 3. LENGTH: ti" SPECIAL NOTES: WET WELL CONSTRUCTION: 1 WET WELL SHALL BE CONSTRUCTED USING 96"0 CLASS IV REINFORCED CONCRETE PIPE SECTIONS MANUFACTURED TO MEET ASTM STANDARDS C76, C443, & C665. 2 INTERIOR LINING SHALL BE AMERON T—LOCK, BASE LINING SHALL BE TNEMEC 434/435 PERMA—SHIELD, EXTERIOR COATING SHALL BE TNEMEC 61. 3 ALL WET WELL WALL OPENINGS FOR PIPE INSTALLATION SHALL BE CORED; CORE DIA. = PIPE 0. D. + WATERSTOP 0. D. + 2" (WATERSTOP NOT REQUIRED FOR CONDUIT OPENINGS.) VALVE BOX CONSTRUCTION: 1 ALL UNPAINTED SURFACES IN VALVE VAULT SHALL BE PRIMED AND TRIPLE COATED WITH EPDXY PAINT. 2 VALVE VAULT COATINGS WILL BE INSTALLER SUPPLIED IF REQUIRED BY THE CITY. DUCTILE IRON PIPE: I ALL D. I. PIPE AND FITTINGS SHALL BE COATED AND LINED WITH ENDURON CERAMAWRAP AND PROTECTO 401. 2 ALL D. 1. PIPE, JOINTS AND BOLTS IN CONTACT WITH SOIL SHALL RECEIVE 2 COATS OF CARBOLINE BITUMASTTC #50 PRIOR TO BACKFILL STANDARD ITEM AWWA C151 DUCTILE IRON PIPE AWWA C110 FITTINGS AWWA C111 RUBBER GASKET JOINTS SEWER PIPE: VITRIFIED CLAY PIPE (VCP) MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN—END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. POLY VINYL CHLORIDE PIPE (P MATERIALS: PIPE AND FITTINGS FOR PIPE LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 FOR SDR35, PIPE AND FITTINGS FOR PIPES BETWEEN 18" AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION F679 FOR PS 46. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTING SHOULD ONLY BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. INFORCED CONCRETE PIPE WITH PV MATERIALS: REINFORCED CONCRETE PIPE SHALL MEET ASTM STANDARD C-76 FOR STRENGTH; IT SHALL BE WET CAST, SPUN, OR MACHINE—MADE BY DUAL—VERTICAL—CYLINDRICAL—FORMS METHOD. PACKERHEAD PIPE WILL NOT BE ACCEPTED. REINFORCED CONCRETE PIPE SHALL BE LINED WITH A FLEXIBLE PVC LINER IN ACCORDANCE WITH SECTION 210-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "THE GREENBOOK" AND ITS COVERAGE SHALL NOT BE LESS THAN 360 DEGREES. ALL PLASTIC LINER SHEETS INCLUDING LOCKING EXTENSIONS, JOINT, CORNER, CONNECTING AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL PLASTIC LINER OLDER THAN 180 DAYS FROM THE DATE OF MANUFACTURE SHALL NOT BE USED. JOINTS: REINFORCED CONCRETE PIPE JOINTS SHALL BE BELL AND SPIGOT WITH DOUBLE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. WHEN D—LOADS ARE SPECIFIED ON THE PLANS, THEY SHALL BE CLEARLY MARKED ON THE SECTIONS OF PIPE. INSTALLATION: INSTALLATION OF PVC LINED RCP SHALL BE DONE PER MANUFACTURER'S SPECIFICATIONS. ONLY CLASS I, II, 111 EMBEDMENT MATERIALS PER ASTM SPECIFICATION D2321 WILL BE CONSIDERED SUITABLE. FORCE MAIN: POLYVINYL CHLORIDE (PVC) PIPES AND FITTINGS SHALL BE USED FOR FORCE MAIN IN ACCORDANCE WITH THE REQUIREMENTS OF AWWA C900. PVC PIPE SHALL BE A MINIMUM OF DR 18 PR 235 FOR AWWA C900 PIPE. COLOR SHALL BE GREEN AND MARKED "FORCED SEWER". ODOR CONTROL DUCTING: PIPE AND FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID PVC (POLYVINYL CHLORIDE) VINYL COMPOUNDS WITH CELL CLASS OF 12454 AS IDENTIFIED IN ASTM D 1784. PVC SCHEDULE 80 PIPE SHALL BE IRON PIPE SIZE (IPS) CONFORMING TO ASTM D 1785. INJECTION MOLDED PVC SCHEDULE 80 FITTINGS SHALL CONFORM TO ASTM D 2467. PVC SCHEDULE 80 THREADED FITTINGS SHALL CONFORM TO ASTM D 2464. PIPE AND FITTINGS SHALL BE MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURER. ALL PIPE AND FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES. PIPE AND FITTINGS SHALL CONFORM TO NSF INTERNATIONAL STANDARD 61 OR THE HEALTH EFFECTS PORTION OF NSF STANDARD 14. I i� ------ FUTURE MEDIAN LURB j HIGHGATE HEATH AVENUE i i i a FUTURE CURB & GUM - - - - - - - - - - - - - .- - - - - - - - - - - _ - 1- - - - - - - - - - - - - - - - - - - - - - ------------- PROPOSED ALL / "WEATHER SLOPE 21 OR lop �_---------------- m FUT. PAD _ ELEV. — 2R PROPOSED 8' TALL BLOCK WALL BY SEPARATE PLANS `LIFT STATION PAD 33.47 — SLOPE PER PLAN -3 CONTROL SLOPE SHELTER 7E 21 TO MATCH PER PLAN SECTION "A" Scale: 1"=10' PROPOSED 8' TALL BLOC( x „ -WALL BY SEPARATE PLANS u SAO 23. "m 7 a- FUT. LS w ELEV.2x H -� c9 SLOPE PEI I-EXiGROUA 51. E PER PLAN SLOPE 21 TO MATCH LIFT STAPON PAD VET WELL/ VA VE VAULT SECTION 'B° Scale: V=10' PROPOSED B' TALL BLOCK [IQ WALL BY SEPARATE PLANS „ ■ I 1 11,79, SSS' x SLOPE SLOPE 2 � I■■■Vj�l I U U FLIT. PAD PER PLAN PER PLAN 142% —SEL= — SCALE: 1 " = 10' L"1 _ Y'&? VEl1 `_EXISTING 10, 5' O' 10, 20' SLOPE 21 TO MATCH GROUND PROPOSED g IAL BLOC( WALL BY SEPARATE PLANS NT. LS _a"__ PER PLAN SLOPE 21 TO MATCH ( ODSTNG GROUND NOTE: SPECIFIC NOTES AS INDICATED ON THE PLANS OR IN THE SPECIAL PROVISIONS SHALL GOVERN OVER THESE GENERAL NOTES. • Know what's below. Call before you dig, ACCEPTED PUMP PERFORMANCE STANDARDS A. ROMTEC UTILITIES HAS SELECTED A PUMP OR PUMPS FOR THIS SYSTEM TO MEET THE DESIGN CRITERIA. THE PUMP PERFORMANCE CURVE(S) SHOW THE PUMP ACHIEVING A PUMPING RATE (GPM) AT A SPECIFIC TOTAL DYNAMIC HEAD (TDH). THE INDUSTRY STANDARDS FOR MEETING THE TARGET POINT ARE AS FOLLOWS: B. THE HYDRAULIC INSTITUTE HAS A LEVEL A AND LEVEL B ACCEPTANCE. LEVEL A ALLOWS +10% FLOW AT THE RATED TDH, OR +8% TDH AT THE RATED FLOW WITH NO NEGATIVE TOLERANCE. LEVEL B DOES HAVE SOME MINUS TOLERANCE: +/-5% OF RATED FLOW AT RATED TDH OR +5/-3% OF RATED TDH AT RATED FLOW. C. THE PUMPS SHOULD PERFORM WITHIN THIS RANGE AS LONG AS THE TDH PROVIDED BY THE CUSTOMER FOR DESIGN IS TRUE IN THE FIELD. WHEN ROMTEC UTILITIES CALCULATES THE TDH USING CUSTOMER SUPPLIED DOCUMENTS (FORCE MAIN PROFILES, ETC.) AND THE FIELD CONDITIONS DIFFER FROM THE PLANS, ROMTEC UTILITIES CANNOT BE HELD RESPONSIBLE FOR PUMP PERFORMANCE ISSUES TIED TO CHANGES IN THE CALCULATED TO ACTUAL TDH. (i ROMTEC INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED, OR FURTHER DISTRIBUTED, AND NO COMPONENTS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT WRITTEN PERMISSION OF ROMTEC, INC. OUTFALL DESIGN A. ROMTEC UTILITIES IS NOT RESPONSIBLE FOR THE DESIGN OF THE OUTFALL STRUCTURE AT THE END OF THE FORCE MAIN. ROMTEC UTILITIES HAS NOT REVIEWED THE SIZE OF THE OUTFALL STRUCTURE TO MAKE SURE IT IS ADEQUATE FOR THE PUMPING RATE COMING FROM THE ROMTEC UTILITIES SYSTEM. THIS DESIGN AND REVIEW IS THE RESPONSIBILITY OF THE OWNER AND/OR THEIR REPRESENTATIVE. B. ANY ISSUES WITH THE OUTFALL STRUCTURE DURING START-UP AND OPERATION OF THE SYSTEM ARE THE RESPONSIBILITY OF OTHERS. FINAL CONCRETE DIMENSIONS A. ACTUAL DIMENSIONS WILL BE WITHIN +/- 0.5" FOR MAJOR DIMENSIONS (HEIGHT, LENGTH, WIDTH, CORE LOCATIONS, WALL THICKNESS, ETC) OF THE APPROVED PRODUCTION DRAWING. ROMTEC UTILITIES WILL NOT ACCEPT ANY COSTS ASSOCIATED WITH FIELD ADJUSTMENTS OR ENGINEERED PLAN REVISIONS BASED ON SLIGHT CHANGES TO CONCRETE DIMENSIONS IN THE FIELD. NOTE: IT IS NOT POSSIBLE FOR CONCRETE PRECASTERS TO CAST BARRELS, BASES AND TOP SLABS TO EXACT DIMENSIONS MEASURED IN HUNDREDTHS OF AN INCH. THE PRODUCTION DRAWINGS FOR THE PRECAST CONCRETE INCLUDED IN THE SUBMITTAL SHOW DIMENSIONS TO THE 0.0111, BUT IT IS NOT REALISTIC TO CAST CONCRETE TO THESE EXACT DIMENSIONS. B. ALL CONCRETE JOINTS UST BE CLEANED PRIOR TO APPLYING BUTYL SEALANT AND JOINT WRAP. ■ take • • Know what's Below. 0811 before you dig. t� m s �z O Vw Z= V m 0 h N W �m W 0 Q ro m W W00 v N K W m m b�• �P S, `c m�< z� oil >iinaitln 00 a� as w� W �y i.�..l Hti Z a LyJ �D Fly Z C>LU C- O ' W O O Q C. a�a doe cz aF CL Ch � � PRIVATE ROAD DEDICATION BY SEPARATE INSTRUMENT POINT OF CONNECTION FOR DROPS GAS sERwGe TO BE DETERMINED. \16 t FUTURE FUTURE CURB & DUTIES- --FUTURE GATED ENTRY HIGHGATE HEATH AVENUE (PRIVATE T) FUTURE MEDIAN CURBSAYACO-E IkOD' _ _ _ 8' PVC SEWER NB&PWG FOR S , U'D P -STA 7xOOTO C 7.80 RT. -- - STA. T?+W.W INCOMING SEWER.. SEWER MANHOLE 110. 1 STA 7+33.54 C.L. 7.90 RT r FUTURE CURB & GUTTER -STA. 0+14.00. €NCdW1ING SEWER --- -- -- - ----- _To- PROPOSED ELECTRICAL PER PG&E DRAWING �?RUPOSFD PG&C 'p °- '-1- PRIVATE ROAD DEDICARON "ti..� ! T6 Bax II BY SEPARATE INSTRUMENT FUTURE HIGHGATE HEATH AVENUE O TtLWPCRARY TURN --AROUND. ACCESS, \AND FLOWAGE & DRAINAGE EA FMFNT- PE'R DOC, NO, 218008716, O.R. 2` BLOW OFFS �l s , ~NGAD ; IMBNEMPAN STA 7+CL -11.64 L7 srA 1+46.1746.17 . FORCE MAIN IS &5enVIml S S r N46'0421`E 82,11' 8 PVC_ C900_SEWER FORCE MAIN -- --- 6" 45' Ell CIA. 7+485.5 C.L. .9194 Ri.—.._._.—'E STA. O+R4S6, FORE. MAIN i - 1600' METER & VALVE BO% TD BE CHANTY PROPOSED 11-1 MARY ALL WEATHER ' - ACCESS BY SEPARATE PLAN 58857'39'8 iS0 27 ®pNr. _ 28i 2 6" PVC C900 SEWER FORCE MAIN - _ H — — — 3+MC0' -- 328.6- '9R170 .�. - 1. ..._.. - FUTURE MEDIAN OURS - {— _ `CE HIGHGATE HEATH AVE. / r„ Fx ST. SETG5739"f i — _ 2 839 - 8' PVC SEWE2 2+OD E P. PROPOSED 2" GAS LIKE PER PG&E DRAWING 6 G — E. EARN C FARAWAY MANAGE BASIN I A) HNG cu,C A "u, -"Ek TO BE RELOCATED BY SEPARATE PIAN —• 8-.2 BOX 'NTH #520, \\\ PROPOSED ELECTRICAL PER PG&E DRAWING •• .3._,....._.�__,..,._- -.... j N8924'2iW 91.0 1 OR BROOKS PRODUCTS N0. 37 �� FURNISH & INS iAil RP BACKFLOW �-" — 8.50' CONTROL. PANEL SAB, SEE SHEET 12._._..__ I -T OSINTROL PANEL SHELTER, SEE SHEET 12 (FURNISHED BY ROMPED ROUTES)--,V.t 1 p + CONTROL PANEL Gig /'{FURNISHED BY HOPED OTIUTES) SERVICE EQUIPMENT y,/' 'R i (FURNISHED 8Y CONTRACTOR) GI MINI LOAD OR i'T GENERATORTOBLI A75_ (�TURNISHED BY CONTRACTOR) {FURNkSHED BY BOATED URLIRES) "` k_I' € I I 0 .1 CONTROL PANEL FOOT POLO DOE BASE COVER PLATE If MIN. NON -SHRINK ,i" DRIVES (ISP.) —GONG. PEUESTAL/MES SANDBLAST FINISH So -PROVIDE (3) #3 TIES UPON 6" OF TOP OF FODTiNG A, OMAN GRADE (4) A' DIA. X 18° LONG BOLTS VERIFY WITH MANUFACTURER a BOND FD FOOTING STEEL a , 1 >. A3 TIES 9 16" OC. #5 'ANNUAL TEES (4) RECD. - 20M P.S.I. GONG A 28 DAYS LIGHT STANDARD POLE BASE PIPE SHALL BE GALVANIZED AND 'WRAPPED 12" r. 20" UTILITY BOX 'CHRIS:TY' MODEL 812 W/MOOF,L, B 12 S LID OR APPROVED EQUAL.- Ol , Cot NEC. 10 & NA CDR. SEC it. I MATERIAL -DEACE, FEBCO MODEL 8257, OR APPROVED FINAL , TAME."" � TOL RSI M.D.M. EU K c W f .. 1/2- VC. PVC C90G SEWER FORCE MAIN SW35'33°W PRIVATE ROAD DEDICATION _ aEXISTING R/W ` ��l1FE' MRK'D, .S42S8` PER Of FORD 01 9VO Y NG. P4 CSW SEWER FORCE MAIN J 4 J BY SEPARATE INSTRUMENT P3 200 DK 25 OF C/5 PGS HSI A T to G- F.; ' PERMANENT SEWER EASEMENT TO THE a� PRIVATE ROAD DEDICATION `.S¶NC R , ( M ; BY SEPARATE INETALMINTl m W �E 1/4 C R ac, 10 & 1 114 CSR GLC 1 CO NECT TO SEESIINC 8' WATER 'I, OS 1-215E. R M FD K.CYA OC ®_ N EH I VB E}tlSRNG ?' BLOW OFF TO BERE r REMOVED & RELOCATED AS SHOWN I LJPB 1< EJTrR a ' T87 IF OF 8° WATER..-. 11 AA WATER SERVICE d AA FVST NG CD _ 1 0,J .,LRB & AT cK PROPOSED 11-1 MARY ALL WEATHER ' - ACCESS BY SEPARATE PLAN 58857'39'8 iS0 27 ®pNr. _ 28i 2 6" PVC C900 SEWER FORCE MAIN - _ H — — — 3+MC0' -- 328.6- '9R170 .�. - 1. ..._.. - FUTURE MEDIAN OURS - {— _ `CE HIGHGATE HEATH AVE. / r„ Fx ST. SETG5739"f i — _ 2 839 - 8' PVC SEWE2 2+OD E P. PROPOSED 2" GAS LIKE PER PG&E DRAWING 6 G — E. EARN C FARAWAY MANAGE BASIN I A) HNG cu,C A "u, -"Ek TO BE RELOCATED BY SEPARATE PIAN —• 8-.2 BOX 'NTH #520, \\\ PROPOSED ELECTRICAL PER PG&E DRAWING •• .3._,....._.�__,..,._- -.... j N8924'2iW 91.0 1 OR BROOKS PRODUCTS N0. 37 �� FURNISH & INS iAil RP BACKFLOW �-" — 8.50' CONTROL. PANEL SAB, SEE SHEET 12._._..__ I -T OSINTROL PANEL SHELTER, SEE SHEET 12 (FURNISHED BY ROMPED ROUTES)--,V.t 1 p + CONTROL PANEL Gig /'{FURNISHED BY HOPED OTIUTES) SERVICE EQUIPMENT y,/' 'R i (FURNISHED 8Y CONTRACTOR) GI MINI LOAD OR i'T GENERATORTOBLI A75_ (�TURNISHED BY CONTRACTOR) {FURNkSHED BY BOATED URLIRES) "` k_I' € I I 0 .1 CONTROL PANEL FOOT POLO DOE BASE COVER PLATE If MIN. NON -SHRINK ,i" DRIVES (ISP.) —GONG. PEUESTAL/MES SANDBLAST FINISH So -PROVIDE (3) #3 TIES UPON 6" OF TOP OF FODTiNG A, OMAN GRADE (4) A' DIA. X 18° LONG BOLTS VERIFY WITH MANUFACTURER a BOND FD FOOTING STEEL a , 1 >. A3 TIES 9 16" OC. #5 'ANNUAL TEES (4) RECD. - 20M P.S.I. GONG A 28 DAYS LIGHT STANDARD POLE BASE PIPE SHALL BE GALVANIZED AND 'WRAPPED 12" r. 20" UTILITY BOX 'CHRIS:TY' MODEL 812 W/MOOF,L, B 12 S LID OR APPROVED EQUAL.- -CITY OF BAKERSFIEELD TO BE DEDICATED BY SEPARATF INSTRUMENT. ,g �'JI,?10N I' P C'L1 L (1 I .S. T N AI �ihl ND„3 I' QB i ll ^m i � I `,, PER T ERT1 'CAHE OF CO PUANCE RECORDED FEBRJA ( 21 2075 H CCC, NO. 2`8019657 OR, 1 C> z1 I, j`.I�•,.� -SEE DETAIL��J LII\L EE Y s \ FUTURE 101 PR VINE PARK NEI '( . .....1 ' ,' i FU T1 71Yi I to I} PES�DEN 11' . I 1 I F Til NTIA1 PERMANENT SEVER EASEMERT TO THE A-11CITY OF BAKER9dFiD TO BE DEUOAT€D e 1 VA AM*--- I BY SEPARATE INSTRUMIDER. Ij i 1 INCOMING INSTALL 2” GAS t{4' AIDE DOUBLE a CONDUITS BY -'�� Ism (CONFIRM G WITH P.G&E. BY SEPARATE P€ PGAE. ( DIGS PRIOR TO Ii CONSTROCTIGAI 1 --- -- _ .."... e.....m ...... ...® 5802427E 91 OD'•L. - 1 24 I1 rn-S.o6i D i i 1 -._ IF. (. GRADE BREAK -_-... CT _ i RESIDENTIN SITE LIGHTING POLE & FIXTURE SCHEDULE PLAN DOMAIN, MANUFACTURER & CATALOG NO. LAMP BALLAST LENS REMARKS TWE WATTS SINGLE PARKING LCT LIGHT DIFICIT 3OC1OO()5O NW_MVOLT-SFA LED LBS 9RICTRO C FIAT CLEAR PDE fSSO2,A - 12' POLE SEE DETAIL 2 ON THIS SHEET SPIGOT (ORIENT A8 SHOWN ON PLAN VIEW) _--L' WATER VALVE ____ AT SERVICED AIL 30 EN.TS. PERMANENT SEWER EASEMENT TO CITY OF BAKERSFIESD TO BE DEDtC BY SEPARATE NATION SCALE: t" = 10' 10' 5' O' 10' 20' I E.) DO ED Xiti FURNISH & iNSTA€L i { PA.&E TRANSFORMER" PAD & OUARD PORTS PER - 1 C, cc IM NAAAM CONTRACTOR SHALL !.�.K_ F11RNi91 & INSTALL i 1 G€MMIMS C45'No, 45 K&,' u480V3 PN NAT. GAS 8AISKUP - AMONG & CONDUCTORS € C -; GENERATOR ON CONCRETE SLAB! `^P` 1 SEE SHEET 13. SEE SHEET CONTROI PANEL ONt CONCRETE SLAB AL E 16 & ON THIS 4HEE:T, i 1 1 T INSTALL 23 LF 1/2° SO 80 PVC CHEA DEC PIPEFOR�\\� CHEF E CHEM P. FEED TANK & PUM CHEM EETANK SLAB & CIA { TO BEIN INSTALLED PATH WET WELL WELL. l I CENTER FUTURE CHEMICAL. STORAQ. TANK�_ STA. 7+12.33 C,L 91142 RT. (PROVIDED BY ROUTED U'RUNTES) , f 1 DDOREMI AL CONTROL UNIT & '`. OPIUM SAID. SLAB STORAGE TANK SYd CONC. SLAB SEE SHEET 71 C04TEEI PEACEMAKER 1 STA. 7+19.87 C.L. INO (PROVIDED BY ROMIEC �11\\ \� PROPOSED BLOCK WALL BY SEPARATE PLANS 19 IF 6" SCh 40 PVC FOUL ODOR PRESSUIS CLEANOUI5.?Q.rN ; , - -Imp Em STA. 9+52.08 c.L tD.AI LT. HIGHGATE HEATH AVENUE STA 9+05.44. FORGE MAW 4+00 ..... -. (PRIVATE STREET) z I - SUBBING SEWER MANHOLE N0 1 9mamems i0+00 STA 11IGLOO OL -10.00 LT -, .-... MSSYOSE 11100 W 3+00 \CORRECT TO EXISnNG B' SEWER T - TO STA. GLs.6I- UPdLl 1 SFA, EIRSI7, INCOMING SEWER R _ LXIN6 o+' r1,� CURB A 1 - C Ory l : OG,I.R a � � 0 b .• _ .. ... .. .. x- S -D � U M S r- c Ez;3 o W Y U ° � TNG POINT u L '-U III MENGi zali C_1 1 +;•, w I MATERIAL -DEACE, FEBCO MODEL 8257, OR APPROVED FINAL , cC p 6" PVC C90G SEWER FORCE MAIN SW35'33°W PRIVATE ROAD DEDICATION _ aEXISTING R/W ` Ld W N, ;4Y;' '; P4 CSW SEWER FORCE MAIN J 4 J BY SEPARATE INSTRUMENT P3 6" T to G- F.; ' PERMANENT SEWER EASEMENT TO THE a� -CITY OF BAKERSFIEELD TO BE DEDICATED BY SEPARATF INSTRUMENT. ,g �'JI,?10N I' P C'L1 L (1 I .S. T N AI �ihl ND„3 I' QB i ll ^m i � I `,, PER T ERT1 'CAHE OF CO PUANCE RECORDED FEBRJA ( 21 2075 H CCC, NO. 2`8019657 OR, 1 C> z1 I, j`.I�•,.� -SEE DETAIL��J LII\L EE Y s \ FUTURE 101 PR VINE PARK NEI '( . .....1 ' ,' i FU T1 71Yi I to I} PES�DEN 11' . I 1 I F Til NTIA1 PERMANENT SEVER EASEMERT TO THE A-11CITY OF BAKER9dFiD TO BE DEUOAT€D e 1 VA AM*--- I BY SEPARATE INSTRUMIDER. Ij i 1 INCOMING INSTALL 2” GAS t{4' AIDE DOUBLE a CONDUITS BY -'�� Ism (CONFIRM G WITH P.G&E. BY SEPARATE P€ PGAE. ( DIGS PRIOR TO Ii CONSTROCTIGAI 1 --- -- _ .."... e.....m ...... ...® 5802427E 91 OD'•L. - 1 24 I1 rn-S.o6i D i i 1 -._ IF. (. GRADE BREAK -_-... CT _ i RESIDENTIN SITE LIGHTING POLE & FIXTURE SCHEDULE PLAN DOMAIN, MANUFACTURER & CATALOG NO. LAMP BALLAST LENS REMARKS TWE WATTS SINGLE PARKING LCT LIGHT DIFICIT 3OC1OO()5O NW_MVOLT-SFA LED LBS 9RICTRO C FIAT CLEAR PDE fSSO2,A - 12' POLE SEE DETAIL 2 ON THIS SHEET SPIGOT (ORIENT A8 SHOWN ON PLAN VIEW) _--L' WATER VALVE ____ AT SERVICED AIL 30 EN.TS. PERMANENT SEWER EASEMENT TO CITY OF BAKERSFIESD TO BE DEDtC BY SEPARATE NATION SCALE: t" = 10' 10' 5' O' 10' 20' I E.) DO ED Xiti FURNISH & iNSTA€L i { PA.&E TRANSFORMER" PAD & OUARD PORTS PER - 1 C, cc IM NAAAM CONTRACTOR SHALL !.�.K_ F11RNi91 & INSTALL i 1 G€MMIMS C45'No, 45 K&,' u480V3 PN NAT. GAS 8AISKUP - AMONG & CONDUCTORS € C -; GENERATOR ON CONCRETE SLAB! `^P` 1 SEE SHEET 13. SEE SHEET CONTROI PANEL ONt CONCRETE SLAB AL E 16 & ON THIS 4HEE:T, i 1 1 T INSTALL 23 LF 1/2° SO 80 PVC CHEA DEC PIPEFOR�\\� CHEF E CHEM P. FEED TANK & PUM CHEM EETANK SLAB & CIA { TO BEIN INSTALLED PATH WET WELL WELL. l I CENTER FUTURE CHEMICAL. STORAQ. TANK�_ STA. 7+12.33 C,L 91142 RT. (PROVIDED BY ROUTED U'RUNTES) , f 1 DDOREMI AL CONTROL UNIT & '`. OPIUM SAID. SLAB STORAGE TANK SYd CONC. SLAB SEE SHEET 71 C04TEEI PEACEMAKER 1 STA. 7+19.87 C.L. INO (PROVIDED BY ROMIEC �11\\ \� PROPOSED BLOCK WALL BY SEPARATE PLANS 19 IF 6" SCh 40 PVC FOUL ODOR PRESSUIS CLEANOUI5.?Q.rN ; , - -Imp Em STA. 9+52.08 c.L tD.AI LT. HIGHGATE HEATH AVENUE STA 9+05.44. FORGE MAW 4+00 ..... -. (PRIVATE STREET) z I - SUBBING SEWER MANHOLE N0 1 9mamems i0+00 STA 11IGLOO OL -10.00 LT -, .-... MSSYOSE 11100 W 3+00 \CORRECT TO EXISnNG B' SEWER T - TO STA. GLs.6I- UPdLl 1 SFA, EIRSI7, INCOMING SEWER R _ LXIN6 o+' r1,� CURB A 1 - C Ory l : OG,I.R a � � 0 b .• _ .. ... .. .. x- S -D � U M S r- c Ez;3 o W Y U ° � TNG POINT u L '-U III MENGi zali C_1 PLACE 4" OF CLASS 2 AGGREGRATE BASE OVER SITE, COMPACT TO 95% OF MAX. RELATIVE DENSITY 1'[,B. E SHEET 6 COQ LIFT STAPON DECK SEESHEET 5 VALVE VAULT - SEE SHEET 7 HATCH SPRING 44"x64" CLEAR m 4u11J _ 1 .— 4 � SINSTALL i" WATER SERVICE LINE MTV, RP DEVICEAND TIGRE USE I AF4 POST FAR SUPPORT, SHESEEDETAILRREATED 3 ON THIS SHEET. PERMANENT SEWER FASEMFNT TO THE On OF BAKERSBB.D TO BE DEDICATED y BY SEPARATE tNS1RTHEME IE 1 t TISGTIQN HATCH OPENING -t I43'x65° CLEAR 1 11 CONCRETE THRUST BLOCK PER C.O.D. STD. DET, W-2 {TW'.) ,i I (L4')— STATION DETAIL SCALP 1 = 20' 20' 10' O' 20' 40' EASEMENT LE_W A20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER BK, 5738, PG. 2035 O.R. jS No. 20' WIDE FLOWAGE & DRAINAGE EASEMENT GIS PER DOC. 6002E7O05998 O.R. A30' RUDE PUBLIC ACCESS EASEMENT PER DOC. No, 0209174864 OR. PIPE TABLE PIPE NO, 1 +;•, w I MATERIAL - LENGTH cC p 6" PVC C90G SEWER FORCE MAIN SW35'33°W Z N Ld W S" P4 CSW SEWER FORCE MAIN J 4 J _..I` P3 6" T to G- F.; ' =:V N 00 a� M 4 m �E 1/4 C R ac, 10 & 1 114 CSR GLC �' 'I, OS 1-215E. R M FD K.CYA OC j MRK D 154258" PTO M CO D OF SUHVEY Q CL NG 2 8, BK. 2L OF R/S, PGS. 40 5C .. AA WATER SERVICE d AA I BY OTHERS CD _ - C2 AT cK PLACE 4" OF CLASS 2 AGGREGRATE BASE OVER SITE, COMPACT TO 95% OF MAX. RELATIVE DENSITY 1'[,B. E SHEET 6 COQ LIFT STAPON DECK SEESHEET 5 VALVE VAULT - SEE SHEET 7 HATCH SPRING 44"x64" CLEAR m 4u11J _ 1 .— 4 � SINSTALL i" WATER SERVICE LINE MTV, RP DEVICEAND TIGRE USE I AF4 POST FAR SUPPORT, SHESEEDETAILRREATED 3 ON THIS SHEET. PERMANENT SEWER FASEMFNT TO THE On OF BAKERSBB.D TO BE DEDICATED y BY SEPARATE tNS1RTHEME IE 1 t TISGTIQN HATCH OPENING -t I43'x65° CLEAR 1 11 CONCRETE THRUST BLOCK PER C.O.D. STD. DET, W-2 {TW'.) ,i I (L4')— STATION DETAIL SCALP 1 = 20' 20' 10' O' 20' 40' EASEMENT LE_W A20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER BK, 5738, PG. 2035 O.R. jS No. 20' WIDE FLOWAGE & DRAINAGE EASEMENT GIS PER DOC. 6002E7O05998 O.R. A30' RUDE PUBLIC ACCESS EASEMENT PER DOC. No, 0209174864 OR. PIPE TABLE PIPE NO, I SIZE I MATERIAL BEARING LENGTH PSI 6" PVC C90G SEWER FORCE MAIN SW35'33°W 2.18' P2 S" P4 CSW SEWER FORCE MAIN 54424171: 2.13' P3 6" PVC 0900 SEWcR FORCE MAIN S89'24'271E I CRY NOTES: 1. CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL EXISTING IMPROVEMENTS, UTILITIES AND FACILITIES THAT ARE REMOVED OR DAMAGED DUE TO THE CONTRACTOR'S ACTIVITIES, INCLUDING BUT NOT LIMITED TO FENCING, IRRIGATION FACILITIES, PUBLIC UT11-1TIES, STREET IMPROVEMENTS, ROADWAYS At DRIVEWAYS (REGARDLESS OF EXISTING SURFACING TYPE), DRAINAGE FACILITIES, LANDSCAPING, POSTAL FACILITIES, SIGNS, MARKERS, ETC. WHETHER PUBLIC OR PRIVATE. 2. CONTRACTOR SHALL OBTAIN ALL RELATED ASKED PERMITS AS WELL AS UTILITY CONNECTIONS IN RELATION TO THE BACKUP GENERATOR. oil] INSTALL 14.00 LF OF S' PVC SEWER M -0.29% wrim po`?�ro `W C>Z w:V ZZZ can'„4z �gwW� at®a Aiag ^ Wa -S w ..__ N{0� �w ALONG SEWER I I I INSTA`G 2.18 LF OF 6" 0900 --- INSTALL 14.20 LF OF PVC DR18 FORCE MAIN W 0.50% 6" C900 PVC ORiH FORCE, MAIN 0 0.50% INSTALL 2.13 LF OF 6° C9D0 PVC DR18 FORCE MAIN 0.5D% INSTALL 61.15 LF OF INSTALL 62.11 LF OF INSTALL 4.40 LF OE 6" C9G4 r 6" 0900 PVC DR18 6" 0900 PUC DR18 PVC DR18 FORCE MAIN a 0.50% I --I crorr eexinl sm nsnm crusre ux�u a �xn>a 222.00 LF OF EXOUING S' SEWER & 0.23% (SEE TRACTN0. 7300 - UNITS i&2 Sr W FN Z �z r �Zq z h W w z w 6xno3= mI 3,i M� m�n Zi.,Zb� Grp ro�zn ao zw`w `m J p.o ol"4u aoic�o9n `Sy o`er'�us $45Z —_ owl¢-`_'iW earl xw3 w,n ww z `a �n :-u "WE ">' ., waw 4A o r -I 356 356 w w N w w _... _. `� — r ti -3541 -r UNE —3 352 U rJ4 9,01W, h 352. F I _ II I � I � I I � 350 350 +' 348 348 - - I.--. BOTTOM OF VALVE VAULT ELEV. 356.25 - 2" WATER F I R EXI6TfNn ) 1 - - 1 346 346 I _ fRNSING 24' M.P. GAS I \\\ W A d d Z INSTALL 159.27 LF OF G SM CENTERUNE z.. 188 LF OF EXISTING 6' C900 PVC DR58 FORCE MAIN 0 0.93% (SEE TRAGI NO. 7300 - UNITS i & 2 SEWER & STORM DOOR PLANS) I ui u' I� 3 C" Cso E to N or 2 y ®T�� N• `r w WD ',•;i wr y Al 356 354 hAo'� SV — II 352 II - 350 `T 344fi — 342 ®' "may • �` I iNY{ T EXISTING I6 FORCE MAIN NO E: � N-ATRACTOR TO WRIFY I (DARON & INSTALL 6942 LF OF 10' PVC SEWER @ 0.23% I - -.I WET-WRL FLUOR ELES 31500 - — t —-- 314 314 ._ — - - -- , — i 312 312 --_1— 310 310 2+00 3+00 4+00 4+75 0+00 1+00 INCOMING SEWER—HIGHGATE HEATH SCALE 1" = 40' HOR. P's B° D.D. EAC4 WAY (CENTER IN SLAB) 1 " = 4' VERT. COMPACT SUBGRADE TO 95% 6' SCH 40 PVC FOUL ODOR DISCHARGE PIPING -\ OF RANDOM RELATIVE DENSITY P.C.C. LIFT STATION DECK r z - 10' INCOMING SEWER FORCE MAIN SCALE 1" = 40' HOR. 1" = 4' VERT. COMPACT SUBGRADE TO OF MAXJMUM RELA]VE DED STATIONDECK DETAI Scale: I'=2' SECTION Scale: 1°=2' 0+00 SECTION SCALE 1" = 40' HOR. 1" = 4' VERT. CLASS 2 AGGREGATE BASE COMPACTED TO 957 OF MAXIMUM RELATIVE DENSITY 356 354 352 350 346 346 344 342 340 336 336 334 330 328 326 324 322 320 318 316 314 312 310 1+00 PASSIVE AIR INTAKE - On (6° SH40 PVC TO ODOR CONTROL) CHEM FEED PIPE, 1/2Pn SC - -,, CONTRACTOR TO INSTALL PRIOR TO AMERON WELDING. PLUMB TO CHEM FEED SLAB 18 ;ZI ., e1- i I. i t �....... ISO VIE SCALE I / 4 i tIL IL ■:■ in ! / i ■ NOTE: CONDUIT TO CONTROL PANEL (BY OTHERS) SEE SHEET 11 MINIMUM: (2) FOR POWER (1) FOR LEVEL SENSING r IN Ilp'` . r offiffilam 14 iS b2l 11 P.C.C. LIFT STATION SEE S (14 E 1I 1 11m 11 ' 13 9 11 --_ (12- 1.9 j\. 17 `v. WET WELL FLOOR ELEVATION: 314.50` w i LM—w-.I-qlmip mi 253/4 3(4 m m V91T 96 w 114 ---142— SECTION -3.42S ION E -E SCALE I / 42 Ell 1E + No ■ A IN SENSOR NUMBER POINT DESCRIPTIO. TYPE OF PUMP i•i SIZE OF E-SLA13- ASSEMBLY r` mmmummumm,:I i r:BASE SENSOR ., �323.10 *. GROUT RING 8ft DIA - Bin X Bill , YaF iA �1 322. 85 a Y. Loam ! !! , PASSIVE AIR INTAKE - On (6° SH40 PVC TO ODOR CONTROL) CHEM FEED PIPE, 1/2Pn SC - -,, CONTRACTOR TO INSTALL PRIOR TO AMERON WELDING. PLUMB TO CHEM FEED SLAB 18 ;ZI ., e1- i I. i t �....... ISO VIE SCALE I / 4 i tIL IL ■:■ in ! / i ■ NOTE: CONDUIT TO CONTROL PANEL (BY OTHERS) SEE SHEET 11 MINIMUM: (2) FOR POWER (1) FOR LEVEL SENSING r IN Ilp'` . r offiffilam 14 iS b2l 11 P.C.C. LIFT STATION SEE S (14 E 1I 1 11m 11 ' 13 9 11 --_ (12- 1.9 j\. 17 `v. WET WELL FLOOR ELEVATION: 314.50` w i LM—w-.I-qlmip mi 253/4 3(4 m m V91T 96 w 114 ---142— SECTION -3.42S ION E -E SCALE I / 42 Ell 1E + No ■ A IN 19 14 w 19 r,: r 0 PARTS LIST SENSOR LEVEL ELEVATION (ISTANCE BETWEEN POINTS 4ET POINT DESCRIPTIO. 1' • E-SLA13- ASSEMBLY r` mmmummumm,:I i r:BASE SENSOR ., �323.10 *. GROUT RING 8ft DIA - Bin X Bill , YaF iA �1 322. 85 a Y. k i ADAPTER - HIDROS3 PUMP B 1 PLATE • . i ------ ANCHOR kit - 316S§ - DISCHARGE ELBOW 319,30 31550 *"4 314.50 19 14 w 19 r,: r 0 PARTS LIST DESCRIPTION E-SLA13- ASSEMBLY mmmummumm,:I i r:BASE WW 8ft DIA 48iA ' i'.: GROUT RING 8ft DIA - Bin X Bill COATING - INTERIOR 8ft DIA - GROUT RING k i ADAPTER - HIDROS3 PUMP B 1 PLATE ANCHOR kit - 316S§ - DISCHARGE ELBOW :+. :t. DIA •. M S 5,,. i %' TOP k, ASSEMBLY Q t.•.... ■ 11II__III,I Y, I�r� I �I HATCH H20 8ft - DUPLEX 71 VENT ALUMINUM - FL-LiSFf TOP SLAB DIA 0 AMERON ��VWIIQTSIWDEFLECTOR PANEL ASSEMBLY 8ft 1. :`: :'rGUILLOTINE GUILLOTINE r , :tUPPER GUIDE BA BRACKET rk ,;a . BRA !! r :r' • 0402 L,: •,IG Lit. . RA , RAIL ,.i a.. ® 2i I¢ SII 3 I6I`i1." OBLONG t•a' WLL ' 7-16in i�i •xr iIIIA alis OR i• • .990 Ir. i.,... ! V • F flA tIslasICHf -GRIP I,I III 1 L 12-41! t.LIFTING SLING ASSEMBLY COATED CABLE • 3 y f• , • i'.. , 3 f t , i 4 i JJ "'Y %+rCOUPLING Y Bin ROF ALPHA GASKET FLANGE 6in 16 WELL SHIPPING CRATE I i. BARREL �L.V 3 ,. • i A,,i r•.. r • ASSEMBLY 16.4 LIFTING CLUTCH - 4 TON LIFTING CLUTCH - 9 TON -♦ y Sr`NEVER SIEZE B y JOINT WRAP Bin - A TAPE JOINT SEALANT CONSEAL CS -202 ii . r • 1 hill l I III '2rrU`+'ITRANSDUCER a,I�lll 1ASSEMBLY KIT - SIEMENS 11694k, kill mwiwila POO DIA x 10ft PE ... } .' i "+`E inthra 1.5li ilPIPE I ;ISlldl III • r , iC.�.� IA II■ i' + CORE x 4 rli �..''' PIPE t u ` : r r i PANEL NOTE:B ABOVE ARE i CONCRETECOATINGS/LININGS INTERIORWALL: AMERON .-. INTERIORBA434/435 • ■ u (APPLIED AFTER BASIN AND GROUT INSTALLED) EXTERIOR'■ DUCTILE IRON PIPE COATI GS&I INGS EXTERIOR: INDURON CERAMAWRAP INTERIOR: PROTECTO 40I LINED. NOTE: ALL DIMENSIONS AND ELEVATIONS SHOWN ARE NOMINAL DIMENSIONS. IT IS THE RESPONSIBILITY OF THE ON-SITE CONTRACTOR OR ROMTEC UTILITIES CUSTOMER (NOT ROMTEC UTILITIES) TO VERIFY THE BET WELL BASE NOTE: CONTRACTOR TO SEAL ALL CONCRETE JOINTS ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS 1_-ZCwrT uT s BARRE � AND PIPE PENETRATIONS WITH NON -SHRINK GROUT PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. 2R" I WELL FLOOR ELEVATION: 314.50 CRADE SURFACE FLAT & LM TO RECENE JM UNIFORM LOADING FROM WET WEll BASE ON .• r r 1 r SECTION - SCALE 1 / 8 i� oulol'�ullu�� I'm u' 1 * 1 ■ ■ • i l y: 1 ,,11114 • jl j.. '" ' IIII ■ i '• i 1 ■ ■ ,F it ■. ■ �+IIII Y III li Ilii ' • i i I, IIII P.C.C. UFT STAIWN DECK( 32) (23 2 �1X33 (Z2 (l 19) 2 < -IN-PLACE y `E THRUST RESTRAINT j y )N EACH END. t y TRACTOR) i ■, 'QlawAlMl N �27 SECTION - -.__ HATCH OPENING P.c.c LFT F s aaaa SCALE / 44"X64'° CLEAR «. 18 ALL BURIED FLANGE SETS ARE TO BE DOUBLE i ■■ POLYETHYLENE ::. ITH APPROVED PIPE WRAP TAPE. THIS IS PROVIDED i O. 'D BY CONTRACTOR. r 31)l20)- a i •a COLLAR ON EACH END. CONTRACTOR) 0 PARTS NUMBER i H20SAFETY I'.. l R! !J !• �. 'BRACKET 1.. l Y VALVtr i K GATE WRENCH • r..r t,hlLADDER ! ;. PIPE STAND FLANGE 6in • *, PIPE A r304SS Gin SADDLE i '.Y rl !!i 11 iTi PIPEPVC J% DI n SLIP PIPE i l ! a lV, DIA 1� ki J!j GOOSE aY !l V I NIPPLE J y f NIPPLE 304SS ■ 1 Ly ---SPR—ING--R—ET—UR--N----------- PLUG VALVE * J• ORNUT CHECK VALVE y DUTY ,DI -1 1 liiL. t,. DIA Y40 SPOOL - r r nJ •.. GASKET - FLANGE 6in JOINT WRAP Gin BOA TAPE A 0 .!r i' -N -SEAL 12in CORE x 6in DIPS y a!•YvISiRING } ' ! i ■ i �■ � r �,,, r f � i,. t r #a IIII} •1 i i : \I M 111 +1 Y r r.s y i •_ w0m 0 i Y 1 ° r .- s -mf..,:.. 0142 GROUT FILL AROUND PREROSTAL BASIN, MANTAIN CLEARANCE UNDER UPPER PUMP. BASE WALL TO HAVE AMERON LINING. 0 331/8338 31/8 23 ! 3jj 333/16 3 ?/8 C_77J _---__0114 it Y GROUT ROUT RING C.L. CONCRETE BASE 096 ISOMETRIC VIEW VIEW L-L PUMP/BASE DETAIL SCALE 1 20 CONCRETE INTERIOR BASE COATING: SCALE 1 20 TNEMEC 434/435 PERMA-SHIELD 9 (the coating will be after the basin and grout are installed) CONCRETE EXTERIOR COATINGTNEMEC 61 -33 3/16___"i 331/8---,- C.L. WET WELL r23 3/8 .>v-, 233/8 0 C5 C.L.5 i WET WELL - - ---------------------- -------- I i T - ------------ r it I --------------- L L dn Ij 0 WET WELL FINISHED- FLOOR ELEV.; 317,42' 8 T-7 C�) _j 48 35 35 0 "A zr WET WELL FLOOR Lo ELEV.: 314.50' LL— _j 14 UJ _j SECTION K-K SECTION 1-3 K U, SCALE 1 20 SCALE 1 20 —114 _O142------ CONCRETE FILL IN BASE PRIOR VIEW H-H TO SETTING THE BASE IN THE HOLE. SCALE 1 / 20 43 Know what's below. Call before you dig. 00 CITY RECORDS NO: 0 Id MUT • 2.1 11/16 0, 1 1/2 ENCLOSURE VIEWS -7 SCALE 1 / 6 R 211/16 CONDUIT ENTRY LOCATION (BY INSTALLING CONTRACTOR) 11/2 IN NOTE: THIS ITEM IS FOR FUTURE INSTALLATION. CONCRETE PAD FOR STORAGE TANK AND CONDUIT TO TO WET WELL TO BE INSTALLED WITH WET WELL INSTALLATION. =,me � •Me0. FIR �I DESCRIPTION WALL BRACKET - FLEX-PRO M3 ==ffTlF_—rk=ql M' WALL PLATE - HUFF LL PLATE - STEEL - FOR 36in x 30in ENCLOSURE mmmmal BACK PRESSURE VALVE - Sin - GRIFFCO M-SEkfE___ BRACKET - 316SS - STAN DO F F .ENCLOSURE TERMINAL BOX IOUTLET DIN RAIL MOUNT 1.5in lin in EkGLASS"- 36in x 30in x 20uu FLEX -PRO M3 VALVE - Sin - GRIFFCO M -SE - R IES PIPE - PVC SCH80 - O.Sin DIA PIPE - CLEAR PVC n J. 0.51fn IA NIPPLESCH80 - 0.5in DIA x 2in BALL VALVE - PVC SCH80 0.5in - UNION - SLIP �E" Sin FNPT CALIBRATION COLUMN Z4 - ADAPTER - PVC SCH80 .5in - SLIP x MNPT BULKHEAD FITTING PVC SCH86 - Sin - SLIP x klxf UNIO N PVC S CH 80 U NI 0 N P VC SCH80 - Sin - SLIPxFNPT __ ----- ------ ELBOW PVC SCHSO - Sin x 90deg - SLIP TEE - PVC SCH86- - Sin - SLIP NOTE: THIS ITEM IS FOR FUTURE INSTALLATION. CONCRETE PAD FOR STORAGE TANK AND CONDUIT TO TO WET WELL TO BE INSTALLED WITH WET WELL INSTALLATION. =,me � •Me0. FIR �I NUT (2" CAMLOCK) m PARTS QTY ISTOCK NUMBER DESCRIPTION I „IFNNT - _MU19HROOM... ! 4 !, BRACKET - SINGLE CHANNEL ®0 umn •:'aef§6 :. 1111 r BARBIi'i I',, N• 3 ..im II • iRI u�uNPiT t..1 • •TIE DOWN KIT - SS -.25in CABLE • • " t :FLEX HOSE DIARESISTANT .' .. PE g ! .. •... . . r : i I i . • Y # 'i #• M ! :# I t ��.BULKHEAD BALL VALVE - PVC SCH80 - 0.75in - UNION - SLIP PVC 80 BULKHEAD FITTING - PVC SCH80 - .75!n - SLIP !#.UNION W 56466 :rELBOW - PVC SCH80 - 2in x .I . i ■ 1111 �� �ltl I��IIVMS IIII , II*wo VIII II illll •i A , ■ �Mftlqw W4wii3TigiT c KoW. 13 7 olkT=^T=f_TOF" l; � 1 1a1; f. ;l •;TTI IN 11 iwulli_u lop 011011 NOUN 110011 �I a 0 s F l • T f,,,, i 4 l; � 1 1a1; f. ;l •;TTI IN 11 iwulli_u lop 011011 NOUN 110011 �I a 0 r H?R1 0 anv WIRE DUCT, 3 X 3 PLMP /// TERMIRAT__NS SENS,NG, v NOTE, 1, DO N[H' INSTALL CONDUITS WITHIN 2` OF THE EDGES OF THE PANEL. 2, MAINTAIN SEPARAPIUN 8= TWEED INTRINSICALLY SAFE CIRCWrS ANII NON -INTRINSICALLY SAFE CIRCUITS. 486Y/277V, 3PH SERVICE Y i BOND NEUTRAL_ <� AT SERVICE aG +sew i 7 U CUMMINS GENERATOR 'ATJRAWA PAS 3vp oa NI -MA 3R MINS POWER CEN''Eft L IS L— — — _ _.. .. _ ..... i i — GEN='RATDR RECEPTACLE �IE1 SIAUJN CONIRCL PANEL DOW 100A IWATC .7—X— SWARF -D HDL36100 v �y _ I 3 ] ASC 6seA1C 6¢A.IC ICHAIC SA } SpUARE D 30A } SGJARE-D 30A } SQUARE ?D 6A } S41UARE-D MCN61360 fIj0G IRM74 ' KJL_6[L.RMII MEN5435C t CE' 4'VNR i_VTNR E'VNR 480-120 AC AS AC I'lYTI1,MKVA /4 atP fig fM a.3II Co Eal _ 1 J DISCONNECT ,PANEL. I W/CAREE GLANDS 6 AC BLDv£R AC PUMP AL PUMP 3/4 HP IqR HP 149 HP 4110 WAS, 48p VAC 488 VAC '..6A 19.9A 19.9A 3330 RPM 4908 RPM 1H00 RPM O 'OR CONTROL SUDiERSADEE SUEMERSADLE M WIRE CAP 3 X 3 MACK PANE.!.. MRE MKT. ]s , 3 p CORI NIGNMANLY 9VE ueu AN 17 A71,04 NIfiIMRC WWL NP 18 6/412039 GENERAL NCTES: I- PRE.IMINARY DRAWINGS AND NOTES PROVIDED FOR ESTIMATING PURPOSES ONLY. I O FO{: CON51RE!C110- 2. EQUIPMENT SHOWN GRAYED OUT IS SUPPLIED BY OT'HER& 3, ALL. ITERS RE4..ATEU To THE ELECTRICAL SERVICE. SUCH AS SERVICE. CONDUIT, CONDUCTORS, DUCT, PAD MOUNT RSERS, PULL BOXES, FITTINGS, PERMITS, FEES AND PROTECTIVE COVERING FROM THE SERVICE POINT LOCATION SHALL BE VERIFIED WTH THE: SERVING UTILITY 4. THF FLFn RICAI.. CONTRACTOR SHALL INSTALL. THE SERVICE IN COMPHANCF WITH THF SERVNG UTILITY, NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES. 5, THE ELECTRICA'.- CONTRACTOR SHALL SUPPLY ALL ELECTRICAL CONDUIT, WIRE, FASTENERS AND FC INGS. fi :HE ELECTPI^,.4i_ CONTRACTOR SHALT_ SUPP-,.Y THE UTILITY METER RASE. AND METHOD OF MAIN SERVICE DISCONNECT. 7. ROUTE CONTROL WIRING SEPARATE FROM POWER 'A GNG. iL'Z`U, NOTES. ..._ .....__.... INSTALL METHOD OF MAIN SERVICE DISCONNECT OR FEEDER WITCI OVERCURRENT PROTECTION FROM EXISTING SOURCE. td . EE t Eq, 61 30120'19 6/4/2619 5 O SUBLVICALSHEET E3 NNER DI3QR VIEW 60'H X 60'W X 1S'D W/12' LEG KIT N01E1 7, SET MAXIMUM HEIGHT OF OPERATOR INTERFACE SCREEN TO 4'-11' T6 CENTER. rd I �! tic• ii ® ' SLAB 000� o00 �aaY SE' STORAGE TANK FOR E' 6, TRrI — � � I Y�Y Y Y 'R''Y Y YiYi YrY Y Y Y YVYIYIY YfYIM i Il� l e• h II VGLTAAGE li II Il; II . I � 1L I. Ili II � III jl i � it Ii Ii ( III III p I DOOR F{AkT1�WARE (I I� { Ili I I III ! II I III lI it i _ �I� � IIS IIti\ /ffil��l I ! I FRONT � VIEW Il I �! tic• ii ® ' BOTTOM VIEW S# , (lo, [SS.iC CM.YI BACK _v_rl l l ys _, Irit'.v°e_y_,� VIEW Nn. EETai56 IJ J 0�„�'� Exp %J, 36 12019. {� 1 a . saF' t :' :LT t }�J,l 5;4;°2019 R3E EICLOSUiE F16tM R 3`iiS5EM5 RIS NRb M RR CfC , MMA Di' FPtl4A.kSVRE 52£. NY4 l lNilUr D I CFY GC T ti ROAR C U i kEQVE@.> WHWNEHA Nf0 MW. CES'CN. PiM CJNi:.CI" R-0?A*£C tliltRlES OBfNN 1GNA:. AS &! T PRk'NM 6tFCPE INS:AL4P4N. Nc1. EEM115P II- Esp' 6130120"9 T i RIGHT SIDE _�. 614/2019 VIEW NOTE! DL' NET INSTALL CONDUITS WITHIN 2' OF 1"HE EDGES OF THE PANEL. EtF.al3� ES PEACE: A E RID CONVERTING SCRUBBER I EL: 5X5 V W- 6 FAN { I [i TOP VIEW SIDE VIEW I VBW-6 FAN —� 6" FLANGE � I 61>t Ia i f � I .... _._._ b2" DRAIN PLUG i Syneco Systems, Inc.. 6" INFEUEN1 got PUNiG j Tel. (952) 927-9215 Fax: (952) 927-9224 E-mail: sacona welt: www.synecosystems.coni ODOR CONTROL UNIT SLAB 000� o00 �aaY SE' STORAGE TANK FOR E' 6, Ir 2.Yx.Y Y�Y Y Y 'R''Y Y YiYi YrY Y Y Y YVYIYIY YfYIM Gipl tS�Gd Y Y Y Y YjY�Y BOTTOM VIEW S# , (lo, [SS.iC CM.YI BACK _v_rl l l ys _, Irit'.v°e_y_,� VIEW Nn. EETai56 IJ J 0�„�'� Exp %J, 36 12019. {� 1 a . saF' t :' :LT t }�J,l 5;4;°2019 R3E EICLOSUiE F16tM R 3`iiS5EM5 RIS NRb M RR CfC , MMA Di' FPtl4A.kSVRE 52£. NY4 l lNilUr D I CFY GC T ti ROAR C U i kEQVE@.> WHWNEHA Nf0 MW. CES'CN. PiM CJNi:.CI" R-0?A*£C tliltRlES OBfNN 1GNA:. AS &! T PRk'NM 6tFCPE INS:AL4P4N. Nc1. EEM115P II- Esp' 6130120"9 T i RIGHT SIDE _�. 614/2019 VIEW NOTE! DL' NET INSTALL CONDUITS WITHIN 2' OF 1"HE EDGES OF THE PANEL. EtF.al3� ES PEACE: A E RID CONVERTING SCRUBBER I EL: 5X5 V W- 6 FAN { I [i TOP VIEW SIDE VIEW I VBW-6 FAN —� 6" FLANGE � I 61>t Ia i f � I .... _._._ b2" DRAIN PLUG i Syneco Systems, Inc.. 6" INFEUEN1 got PUNiG j Tel. (952) 927-9215 Fax: (952) 927-9224 E-mail: sacona welt: www.synecosystems.coni ODOR CONTROL UNIT SLAB STORAGE TANK FOR E' 6, s r 12" D.C., EA. WAY. TO' AND DONOM NNW HI t . ., .ei• oErut'N" k }' :+ w �5111 OR EPDXY ANCHORS. SIZE, Y Y } NOTE CONFIRMI F LOCATIONS YN AITH GENDIATOR S1DSit DRAVANG PRIOR S OONSRRUVROK Itl ;1011111 ■ 1 01 ■ ■ 3 D + SLAB FOR FUTURE CHEMICAL FEED STORAGE TANK FOR ODOR CONTROL UNIT :, I 4 0 98" R EA. WAY ,ER IN N1�=1 �° k /� j9A2E Y./' f .. NOTE: CIVIL ENGINEER SIGNATURE IS FOR ODOR CONTROL, CHEMICAL STORAGE TANK & GENERATOR PAD DETAILS. CtR 0 Know what's below. Call before you dig. y CITY RECORDS NO: U 1,111111k . r + ELECTRIC NOTES: 1. INCOMING POWER 6. COMMUNICATIONS 480V 3 PHASE POWER PRIMARY COMMUNICA'IGN UNIT. - DIGI TRANSPORT RADIO MODEM WV/YAG( ANFENNA 2. METER MAIN SECONDARY COMMUNICATOR UNIT. POWER UTILITY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. METER BASE - DIALOG SCOUT AUTODIALER XJ/CELLULAR MUST CONFORM TO THE LOCAL SERVICE PROVIDERS RFQUREMENTS. PROVIDE METHOD OF MAIN SERVICE DISCONNECT, MOUNTED AS A SEPARATE ENCLOSURE IN COMPLIANCE WITH K NEC, STATE, AND LOCAL ELECTRICAL CODES. iIN X� � PUMP DISCONNECT PANEL t 3. AUTOMATIC TRANSFER SWITCH NEVA 4X STAINLESS STEEL 30" X 30" X 8" I' s t6 NEMA 3R, 150A CABLE GLANDS k 4. GENERATOR C45 N6 45KW, 48O'V/3PH NATURAL GAS GENERATOR WITH SOUND ATTENUATED ENCLOSURE. 8. BACK-UP LEVEL CONTROL MOUNTED AS A SEPARATE PIECE OF EQUIPMENT IN COMPLIANCE WITH - (3) VOLTA MSI FLOATS c= NEC, STATE, AND LOCAL. ELECTRICAL. CODE. PERMITS AND FEES FOR COMPLIANCE OF ALL LOCAL ORDINANCES ARE Ct.' NOT INCLUDED. 11 IS THE RESPCNSIBYITY OF THE OWNER/CONTRACTOR Gi 2 TC PULL PERM: IS FOR COMPLIANCE, ai:LS" 9. PRIMARY IT,IEL CONTROL L IT IS THE RESPONSIBILITY OF THE OWNER/CUSTOMER TO ASSURE THAT - SIEMENS (AIOOOI PRESSURE TRANSDUCER)o0 €F3 FACTORS SUCH AS SHORT ADD LONG TERM POWER REUUIREMfNTS, WOE €17 ` POWER STABILITY UNDER VARYING LOADS, OR POSSIBLE FUTURE PRIMARY LEVEL CONTROL IS USED FOR ALL. OPERATIONAL.. POINTS WITHIN THE WET WELL. F < 4'F EXPANSION ARE BE TAKEN INTO ACCOUNT WHEN DETERMINING THE - PUMP STOP POINT a 7E3,r11�., NECESSARY CAPACITY OF THE GENERATOR. -LEAD PUMP START POINT a ria L - LAG PUMP START POINT - HIGH LEVEL ALARM 5. LFT STATION CON-ROL PANEL POWER CONFGURATON: THREE PHASE INCOMING POWER DUPLEX PUMP COKTROL PANEL 10. DUPLEX PUMP CONFIGURATION IrrWV��- 4l R? sB�g „RX°S ` PRIMARY CONi?OLLE. I4YDR SIAL SUBMERSIBLEPUMPS, 15K-LSEMENS LC -15G �E - 48OV/3PH/BOHZ 14.8HP -- 19.9FIA CONTROL PANELS ARE UL ?I.STED AS A COMPLETE CONIKOL PANEL, i ENCLOSURE: I -- NEMA. 3R STAINLESS STEEL ENCLOSURE r -;._� ? Z - VO"H X 60"W X 1 V"D i - 12" LEG KIT t fy . \, .'* v 0 AN FLOOR MOUNT Jv- O_ -J OPTIONS: tt T i 8111 .s ll c' tJJ. EESH ALARM BEACON w 4 w C � to t:C i l7 x � r Esp s i sD, za19k UD m ,E1 0 � Hk z tR , fi y,., w /f/ D,T -=___.--."'"• Ric:nrcnEsnEa 6!9;2019 "t1 ELECTRICAL INSTALLATION RECOMMENDATIONS TAGLE 3 THE FOLLOWING INFORMATION IS A RECOMMENDATION ONLY. IT IS THE RESPONSIBILITY OF THE { CORD GRIP SIZE iNSTALUNG CONTRACTOR TO RFVIPN All AS BUILT SYSTEM INFORMATION AND MAKE THE i--- �— ._ . ,.. __... INSTALLATION AS PER THE NATION ELECTRICAL CODE (NEC). ! DEVICE PDli R I DSI UL" DIS'.ANACE GRIP SIZE __.____ _ _ _ _ I _ INSTALL ALL BRANCH CIRCUIT ANDAYR FEEDER OVERCURRE.NT PROTECTON DEVICES IN ACCORDANCE '�PUNPS ,875 I 875 WITH THE NEC. { I CONTROL 2 X .44 88 /20 y TABLE 1 NOTE: STANLESS STEEL MESH SRO GRIP{S) PIKKID T 3Y RGMTEC URLMFG. DUPLEX IIFT STATINN C7NTRD PANEL. Q UP) � E ° c n z LADLE 2 CE4 (VOLTS (PHASE j 480 �3 �HPRGES`, 1LARGEST FLA 14.8 1919 DEVICE A POWER CONTROL 60 HZ :.(CPT VA FREQUENCY ISGO DSA. z,IH I 14.8 .875 ,44 44 PIMP ? I 14.8 �- l[OFA'_ TLA 423A 4� a 314HP E ° c n z LADLE 2 CE4 a R. = S` 'HI xLL D `XR ARTF F ,p NOTE: ALL CONDUIT CALCULATION BASED ON RIGID METAL CONDUIT (RMC) 40% MAXIMUM FILL AS PER THE 2017 NATIONAL ELECTRICAL CODE. SIZE Ai.l_ CONDUIT IN, ACCORDANCE WTH THE NEC, OR AS RECOMMENDED, WHICHEVER IS GREATER. f p g y zO Q �,OkCJANOTC: 11t� 'Jt ,tt _' ort- iHE ABOVE INFORMATION IS A PRELIMINARY INFORMATION ONLY. IT iS TO INSTALLING t t No. EE"1 0 ,� � O THE REQUIREMENTS OF � Q CONTRACTOR'S RESPONSIBILITY TO REFERENCE THE ELECTRICAL INS7ALLATUN DOCUMENTATION TO >�I{ � <t W" C7 VERIFY ALL INFORMATION AND TO CONFIRM THAT THE INSTAL".AMON MEETS THE REQUA Eyv i 3012019 t L S �~te }E C2 m B11 NATIONAL. FLFCTRIGAI.. CODE AND ANY 10,,^.At.. COOT REQUIREMENTS.AX CT Ei G Pr t 1 6 14 / 2019 E2 HTGHGA-?E CUMMUNT Y ROAD CGINDUIT SCHEDULE UENERAL NOTES, 1. THE PROVE, ^.T SITE ENGINEER AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR ALL ASPECTS OF THIS PROJECT. DORIES UTIU9FS OFFERS THIS INFORMATION TO CLARIFY OUR PRODUCT OFFERING. THIS INFORMATION RFFE.FCTS A TYPICAL. PROJECT. P!.FASF RFFFR TO THE PROJECT FNGINEN"RIS SITE PLANS AND ELECTRICAL LAYOUT FOR THE SPECIFIC DETAILS. THE PROJECT ENGINEER'S PLANS, SPECIFICATIONS AND THE APPROVED SUBMITTAL.. DOCUMENTS SHALT.. GOVERN AL.L.. WORK. 7. ROMNC UTILITIES DOLS NOT PROVIDE CORED DOLES INTO THE WET WELL. FOR ELECTRCAL CONDUIT RUNS. THE ELTC7RICALLY RELATED CORED HOLES NFO THE WE': WELL ARE THE RESPONSIBILITY Oi ]HE CONTRACTOR AND ELECTRICIAN. 3 ALL CONDUC ORS SMALL 3E XHHW 2 COPPER CONDUCTORS UNLESS OTHERWISE NOTED. 4 ALL CONDIA S TO THE WEr WCI-L AND VAUIC VAUL.1 SHALL BE PVC COATED RO'D METAL. CONDUIT IF APPLICABLE. 5 KORR--SHETLD COMPOUND OR EQUIVALENT SHALL BE USED ON ALL ]HREADLL6 CONDUIT CONNECTIONS. 6. ALL UNDERGROUND RIGID METAL CONDUIT ELBOWS SHALL BE OF TH,. LARGE RADIUS TYPE. 7 ALL. ITEMS RELATED TO THE EI ECTF CAL SERVICE SUCH AS SERVICE CONDUIT, CONDUCTORS DUCT PAD MOUNT RISERS PULL BOXES FITTINGS, PERMITS PECS AND PROTECTIVE COV RING FROM 1 9E SFRV!CE POINT LOCATION 1ALL BE VER F1ED WITH THE SERVING UTILITY. THE FI F- sRICAL.. CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING UTILITY, NATIONAL ELECTRICAL CODE, STAT AND LOCAL ELECTRICAL CODES. 8. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL .ALL ELECTRICAL CONDUO , WIRE, AND FT;INGS UNLESS OTHERWISE NOTED. 9. THE ELECTRICAL CONTRACTOR SHALL SUPPI.Y THE UNUTY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. 10. YARD LIGHT, BASE RECOMMENDED CONDUIT SIZES CONTRACTOR. CONTRACTOR. DEVICE HP ! POWER CONTROL CONTROL , DIA, UTA. DSA. PUMP 1 I 14.8 .875 ,44 44 PIMP ? I 14.8 �- .875 .44....... B2 OWED 314HP N/A NVA NIA TRANSDUCER .35 'FLOATS 25 a R. = S` 'HI xLL D `XR ARTF F ,p NOTE: ALL CONDUIT CALCULATION BASED ON RIGID METAL CONDUIT (RMC) 40% MAXIMUM FILL AS PER THE 2017 NATIONAL ELECTRICAL CODE. SIZE Ai.l_ CONDUIT IN, ACCORDANCE WTH THE NEC, OR AS RECOMMENDED, WHICHEVER IS GREATER. f p g y zO Q �,OkCJANOTC: 11t� 'Jt ,tt _' ort- iHE ABOVE INFORMATION IS A PRELIMINARY INFORMATION ONLY. IT iS TO INSTALLING t t No. EE"1 0 ,� � O THE REQUIREMENTS OF � Q CONTRACTOR'S RESPONSIBILITY TO REFERENCE THE ELECTRICAL INS7ALLATUN DOCUMENTATION TO >�I{ � <t W" C7 VERIFY ALL INFORMATION AND TO CONFIRM THAT THE INSTAL".AMON MEETS THE REQUA Eyv i 3012019 t L S �~te }E C2 m B11 NATIONAL. FLFCTRIGAI.. CODE AND ANY 10,,^.At.. COOT REQUIREMENTS.AX CT Ei G Pr t 1 6 14 / 2019 E2 HTGHGA-?E CUMMUNT Y ROAD CGINDUIT SCHEDULE UENERAL NOTES, 1. THE PROVE, ^.T SITE ENGINEER AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR ALL ASPECTS OF THIS PROJECT. DORIES UTIU9FS OFFERS THIS INFORMATION TO CLARIFY OUR PRODUCT OFFERING. THIS INFORMATION RFFE.FCTS A TYPICAL. PROJECT. P!.FASF RFFFR TO THE PROJECT FNGINEN"RIS SITE PLANS AND ELECTRICAL LAYOUT FOR THE SPECIFIC DETAILS. THE PROJECT ENGINEER'S PLANS, SPECIFICATIONS AND THE APPROVED SUBMITTAL.. DOCUMENTS SHALT.. GOVERN AL.L.. WORK. 7. ROMNC UTILITIES DOLS NOT PROVIDE CORED DOLES INTO THE WET WELL. FOR ELECTRCAL CONDUIT RUNS. THE ELTC7RICALLY RELATED CORED HOLES NFO THE WE': WELL ARE THE RESPONSIBILITY Oi ]HE CONTRACTOR AND ELECTRICIAN. 3 ALL CONDUC ORS SMALL 3E XHHW 2 COPPER CONDUCTORS UNLESS OTHERWISE NOTED. 4 ALL CONDIA S TO THE WEr WCI-L AND VAUIC VAUL.1 SHALL BE PVC COATED RO'D METAL. CONDUIT IF APPLICABLE. 5 KORR--SHETLD COMPOUND OR EQUIVALENT SHALL BE USED ON ALL ]HREADLL6 CONDUIT CONNECTIONS. 6. ALL UNDERGROUND RIGID METAL CONDUIT ELBOWS SHALL BE OF TH,. LARGE RADIUS TYPE. 7 ALL. ITEMS RELATED TO THE EI ECTF CAL SERVICE SUCH AS SERVICE CONDUIT, CONDUCTORS DUCT PAD MOUNT RISERS PULL BOXES FITTINGS, PERMITS PECS AND PROTECTIVE COV RING FROM 1 9E SFRV!CE POINT LOCATION 1ALL BE VER F1ED WITH THE SERVING UTILITY. THE FI F- sRICAL.. CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING UTILITY, NATIONAL ELECTRICAL CODE, STAT AND LOCAL ELECTRICAL CODES. 8. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL .ALL ELECTRICAL CONDUO , WIRE, AND FT;INGS UNLESS OTHERWISE NOTED. 9. THE ELECTRICAL CONTRACTOR SHALL SUPPI.Y THE UNUTY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. 10. YARD LIGHT, BASE AND POLE, SUPPLY AND INSTALLATION BY ELECTRICAL CONTRACTOR. CONTRACTOR. �V 11. THIS CONDUIT AND WIRE SCHEDULE REPRESENTS THE FIELD WIRING FROM ROMTE;C UTILITIES SUPPLIED CONTROL PANEL TO ROMTEC U1I1-IIIES SUPPLIED FIELD DEVICES. OTHER SITE W!R'MG AND CONDUIT NOT SHOWN. tz to M a Z Q w Ow .5 N4. 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CARL !. 6 TRAY I cUMP 1 I i MEG T1 DiSCOVtJEC" PANEL jWET WELL - CABLES i T? ` G9` DIA: AND - ` SX15ror"<� K2 BIMETALLIC SWITCH e1 9 DIA Kc BIMETALLIC SWITCH I t 3 GROUND PTC LIMITER 5 "K3" PTC LIMITER 4X1.Smric ! 1 SEAL PROBE .44 DIA, c GRD :CONDUIT) WT FROM ❑ WIRE r CONDUIT/ ' CABLE__, la CONDUIT/ CABLE WIRE , , TERM MCCfI NL i FROM T❑ ! - SIZE Na Ne NQ WIRE CONDQIT/ NO, N€' � CABLE R+ [CONTROL PANEL GENERATOR ' CABLE I No. Size I.D. N� TYPEtSiZE E CLR WIRE M';C/PNI TERMTERM PNL!➢E'JICE WIRE I CLR 'TYPE/SIZ'L D' SIZE. No E XHWW 2/#14 BLU a t 4VDC I 1 f s XHHW 2t#14 BLU CABI F 7 GENERATOR RUNNING PUMP 2 f XHH x/ 2J#14 BLU o TRAY I i I BLU GENERAIQR WAx.NING fi : MFG T1 DISCONNECT PANEL -WEA WELL XHHW 2!#t4 BE SPARE I : CABLES T2 i ' �1 I. L XHHW 2/#'4 GRN i i 6'?` DIA. GRD SXLSmm2 1BIMETALLIC SWI UCH I r SWITCH ip 3/4' XIi -IL -2t#14 DLJ , +24VDC 44 D..A. ? 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NQ NO, N€' � I 3/A R+ [CONTROL PANEL GENERATOR I i I XHWW 2/#14 BLU a t 4VDC I 1 f s XHHW 2t#14 BLU GENERATOR RUNNING f XHH x/ 2J#14 BLU GENERATOR TAIL I i XHHW 2f#i4 BLU GENERAIQR WAx.NING fi : _ I i I XHHW 2!#t4 BE SPARE : i I. L XHHW 2/#'4 GRN CGNTRQL PANEL AUTOMATIC TRANSFER SWITCH ip 3/4' XIi -IL -2t#14 DLJ , +24VDC i XH-€W '2t#14 BL:; EMERGENCY POWER ' XHHW-2/#14 BLU NQRMAL POWER XWHW-?_/#1.4 GRN i — { Y 3--_ CONTROL PANEL s ,ODOR CONTROL BLOWER a 3l4° �kHHW 2t#+4 BLK TI s ! I - � XH !# HW E k4' J RG -2 I ' XHHW 2/#19� YEL T3 XHI-€W 2f#14 +d2N GRD ` i I rzn I Parts List S/8in HEX NUT - UNC I — ---- - - ----- --- Bin X 4in HEX BOLT - UNC UNIST- ST SHELTER - 2 PIECE TRUSS ASSEMBLY 1 JjI '1 %i '14 RIDGE CAP - TER 36 x 120in {' a I It I IF15AM RIDGE CLOSURE Y 7 �If SCREW - #14 x Iin - SELF DRILLER (BAG OF 250) z ,r r I 3 ' NOTES: a 1. STOCK NUMBERS ARE ROMTEC UTILITIES STOCK NUMBERS. m._._, --� 1 ( ( -.--. I -.._ 2. CONTROL. SHELTER PROVIDED BY ROMTEC UTILITIES.BE ,. Y,i15.1E 3. STEEL POWDER COAT COLOR IS BLACK _.� 1 6fG' Ii H I3 # k 1' 3" 14 �2 I (1510 t \ 'c' _ .. - - _ _.._..... _._ .... _ n ' « _ Ll 2 _ 5.4 7 15.4 /3 �g 7 IMI 1 c; 12 PL DOWNSPOUT IS BY THE a 4 PL CON CTOR, NOT t I ' 10% SUPPLIED BY ROMTEC UTILITIES 8 PL (THE GUTTER WILL HAVE THE _-- __.___ _. SPIGOT FOR THE DOWNSPOUT TO ATTACH TO)102 J 6'-8° I 4 J 4 I 11 J NOTE: CUT ITEMS 5 TO LENGTH ON )OB SITE. s PL n,j 1 �-8„ CONCRETE SLAB ` LU I --- - ------- -_______� �i I qI I i L � u � i.....__._.... _ .. .._._.__._. ___ .. ___.__..__. _ . _.�_—_ _ _ __ _ _ -""I _____ _ .. _..__._.._ ._____..._ ..__.J ROMTEC UTILITIES DOES NOT - 10'-01+ _-----._...___...., _ .......... ... ......_,-- . ,..-.....__ '� P.OMTEC UTIL1MES DOES NOT SECTION H-H DESIGN THE FOUNDATION OR 1 DESIGN THE FOUNDATION OR SCALE 0.06 I 1 SLAB FOR THE SHELTER. SLAB FOR THE SHELTER. A 6-Ile RED HEAR TRUBOLr SEISMIC WEDGE ANCHOR L CQ 2018 ROMTEC INC. ALL RIGHTS RESERVED. THESE 2—POST SHELTER — COLUMN ASSEMBLY—,. PLANS ANC} DRAWINGS MAY NOT BE REPRODUCED, � C174' R-6" x 13'-0" CONC. PAD ADAPTED, OR FURTHER DISTRIBUTED, AND NO COMPONENTS MAY BE CONSTRUCTED FROM THESETOP OF PAD ; ° PLANS, WITHOUT WRITTEN PERMISSION OF ROMTEC, ENC.ELEV. - 3S1.D6" x s° w9.4xW9.4 WWF CENTERED IN SLAB � I Know what's bel 6 s " _ before you dig, coCOINTROL PANEL PAD DEI7AILW SCALE: 1" = 2' CITY RECORDS NO: • STOCK DESCRIPTION aF f ® F F 'GALVANIZED` f � F fi Q F i F -POST FI • 'i ! Cil; CENTER DINE--- E l£VEL{ °ONTkpL WAIN SF-EM5, N]RitG PEWER & o i m 10'-0" OVERALL ROOFING E.E.: . MINI LOAD - IN, C ® i _' 61 P_x i 10 9 BUILDII U r s7IISTA.:►�tl I i I 9MORWI 1 ei MINI LOAD - C ® i _' 10 9 BUILDII U r s7IISTA.:►�tl I i I 9MORWI 1 ei 1 Y 5 • Y PF F 6 F � 200 CONDu;T N RAN: SERVICE NTRANCE