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HomeMy WebLinkAbout1.2-7300 Sewer Lift Station Record DrawingBENCHMARK USED: 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 = 367.96' (NAVD 88 DATUM) NOTE: SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM. BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. SOILS REPORT: PREPARED BY: DATED: SEI FILE NO.: 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. LEGEND: AI5BREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN GB GRADE BREAK SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE FG FINISH GROUND 0 .T"- sn l EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.O.M. TOP OF MANHOLE FL FLOWLINE PP POWER POLE FUT. FUTURE L.S. LANDSCAPE FS FINISH SURFACE TOP OF CLEANOUT TOP OF MANHOLE :l: 0 i0 E col; 10 11 rl LIST OF DRAWINGS: 1. COVER SHEET 2. GENERAL NOTES 3. PUMP STATION ASSEMBLY GENERAL NOTES 4. SITE PLAN 5. SEWER PROFILES 6. WET WELL PLAN & SECTIONS 7. VALVE VAULT PLAN & SECTIONS 8. WET WELL BASE DETAIL 9. UPPER GUIDE BAR BRACKET DETAIL 10. CHEMFEED PUMP ASSEMBLY COMPONENT DRAWING 11. CHEMICAL STORAGE TANK DETAIL 12. ELECTRICAL DETAILS 13. CONTROL PANEL & ODOR CONTROL DETAILS 14. ELECTRICAL NOTES 15. WIRE CONDUIT SCHEDULE 16. CONTROL SHELTER DETAIL 17. CONTROL SHELTER DETAIL 18. CONTROL SHELTER DETAIL CITY STANDARDS: 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 UTILITY CONTACTS: UTILITY CONTACT TELEPHONE PG&E GAS/ELECTRIC LARRY HOFF (661)398-5712 AT&T TELEPHONE DALE YOUNGBLOOD (661)631-3330 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 COMPONENT DRAWINGS INCLUDED IN THIS PLAN SET. UNE PER CITY STANDARDS LIST OF IMPROVEMENTS QTY UNIT DESCRIPTION 2 EA HIDROSTAL E5K-S PUMPS - 10 HP EA. 1 EA PRECAST VALVE VAULT WITH H2O HATCH 2 EA 6" CHECK VALVE - LEVER & WEIGHT 2 EA 6" PLUG VALVE - GEARED OP NUT 1 EA 2" - PVC - DRAINBACK VALVE 2 EA 2" - BALL VALVE - 304SS - SPRING RETURN 1 EA 96"0 WET WELL WITH H2O HATCH & SAFETY GRID 1 EA 45kW, 480V/ 3PH NAT. GAS GENERATOR W/ SOUND ATTENUATED ENCLOSURE 1 EA NEMA 3R, 150A AUTO TRANSFER SWITCH 1 EA NEMA 3R STAINLESS STEEL, 480V/3PH, DUPLEX CONTROL PANEL WITH SHADE STRUCTURE AND CONCRETE PAD 1 EA LED STREET LIGHT ON CONCRETE FOUNDATION 232 LF 8" PVC SEWER PIPE 70 LF 10" PVC SEWER PIPE 306 LF 6" C900 PVC DR18 SEWER FORCE MAIN PIPE 1 EA 48" SEWER MANHOLE 1 EA ODOR CONTROL UNIT WITH CONCRETE PAD AND PIPING 1 EA CHEMICAL FEED ODOR CONTROL UNIT WITH CONCRETE PAD 1 EA PAD MOUNT ELECTRICAL TRANSFORMER WITH BOLLARD PROTECTION 1 EA HOSE BIB 187 LF 8" DOMESTIC WATER LINE 82 LF 1" DOMESTIC WATER LINE TBD LF 2" GAS LINE FOR BACKUP GENERATOR - SERVICE SUE TO BE CONFIRMED Wm I PG&E 1 EA 1" RP BACKFLOW DEVICE 1 EA 1" WATER METER & VALVE BOX NOTE: —W FURNISH &INSTALL WATER A COMPLETE PARTS LISTING FOR THE WET WELL & VALVE VAULT CAN BE FOUND ON THE COMPONENT DRAWINGS INCLUDED IN THIS PLAN SET. EXISTING GROUND SPOT ELEVATION EXISTING DOWN GUY EXISTING POWER POLE EXISTING SEWER UNE EXISTING GAS UNE EXISTING FENCE UNE EXISTING EDGE OF PAVEMENT EXISTING TELEPHONE LINE - EXISTING POWER UNE EXISTING GAS AND ELEC. JOINT TRENCH - EXISTING CABLE UNE NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CALIFORNIA CONSTRUCTION OF HIGHGATE COMMUNITY SEWER LIFT STATION GENERAL NOTES: 1. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH. 2. THE CONTRACTOR SHALL CONSTRUCT THE SEWER LIFT STA TION PER APPENDIX A OF THE CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL. J. OP T ONAL EQUIPMENT SHOWN ON PAGES 18 THROUGH 21 OF APPENDIX A IS REQUIRED. 4. CON, TRA CTOR SHALL BE RESPONSIBLE FOR OB TA/N/NG ALL N.E. COR. SEC. 10 & N.W. COR. SEC. 11, AQMD PERMI T.J. 01 T.30S., R.26E., M.D.M. FD. K.C.W.A. 31/2- B.C. o N MRK'D. "LS4258" PER RECORD OF SURVEY NO. F-rn a0 2918, BK. 25 OF R/S, PGS. 49-50 4 d� CD 00 ,n O z 00 Z 0 I z o LNG AVE1M1rM ENGINEER'S STATEMENT � 00 w00 vat m THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR - W cc VESTING TENTATIVE UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND o U TRAM' NO. 7299 UNIT 3 BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, 04 X } BAF" BECK AVENIN, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS Y m 8 8"OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. Q < t ESS 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON Q THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF N.Mc/�T F THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE 0.1 C CTED DURING CONSTRU N. UNIT 6 i No. 33322 a I I ! LSffE.D WAY ! { EVERTON AVET� � � •- ' 8 i g $" i $ ��� cAt_�F A 0 D ROGER A. MciNTOSH R.C.E. 33322 DATE .i EXP. 6-30-20 UNIT 7 \\ oo W \ A. FUTURE\ 8y ; `� UNIT 2 APPROVED BY. NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE EXISTING 12 SEWER CONTINUES DEVELOPMENT - R.C.E. N0. 61069 EAST & TIES IN TO THE EXISTING 42" SEWER IN SOUTH ALLEN ROAD. } m SEE APPROVED SEWER PLANS FOR `'`�:�� ' - TRACTS 7255, 7256 & 7299. $" `?�� �s REVIEWED BY: G ! �'� ivy " vv ASSISTANT PUBLIC WORKS DIRECTOR w A ev UNIT 9 E z "U f C5 CIS 1 2 LUEN S W I RMY WAY �' ` a o w w PROPOSED • FoRcE mAiN oao cm LIQ' STATION O o SAOf CRAMENTO �' ,,� --------- SITE 6" F.M. 12" I o 0 o a ---- --- -- -- --___------_ OI TY O F BAKERSFIELD o -< s Uj �_---•�•---=+----=-------r---t + � Uj SAN FRANCISCO o 0:: 1 W ---- ---- $" I ' t N NUIE WAIN AVBNlE $ I 1. ao m M ! # �FRESNO 00 I UNIT 2 �s o0 ' VALOff WAY 8" 1 I ' 00 I I 00�. I TT t U ; t ; KERN COUNTY NIT 3 A I 1 i `moi VESTING TENTATIVE » ; "6.•r CLOS ANGELES TRAM' NO. 7300' U o HARHOROU6t1 OR�i � � . r - Wci T---------+-►-------#•- -- SAN DIEGO r i 8 $" GCs FUTURE ��� � � �' -.—� qc DEVELOPMENT W �-i Z! z to v STCAL ORNIA WW UNIT OF w Uj UNIT 7 5r 02 1/4 COR. SEC. 10 & W. 1/4 COR. SEC. OP ! ' ' $„ �x� STOCKDALE ►�\ W E. I � \ 11, T.30S., R.26E., M.D.M. FD. K.C.W.A. B.C. j 1� ,,��`� o 30 SR. , 26 E. 'S/G, `* �� IVtL T. MRK'D. "LS4258" PER RECORD OF SURVEYR Q o y�i� F CALEB • ` O O + - o, NO. 2918, BK. 25 OF R/S, PGS. 49-50 UNIT B �> ,�� 0 1 9 vU t 2 W 0� PROJECT SI TE a t� MING AVENUE ^ , tIL B0.i0 Bt 5938— -, o g} k +J 0 �p! a _ o � _�_ . n _ �. .. �czv (n 11 z 2 W O • 76 WHITE LANE nL 6m S o z 14 0 1.3 in — � I Know what's below. OUTHERN PACIFIC RAILROAD Call before you dig. Gj W W r I'' VICINITY MAP NO SCALE UNE PER CITY STANDARDS �r FURNISH & INSTALL SEWER FORCE MAIN PER CITY STANDARDS —.—S— FURNISH & INSTALL SEWER UNE PER CITY STANDARDS — c FURNISH & INSTALL GAS UNE PER PG&E STANDARDS — E FURNISH & INSTALL ELECTRICAL CONDUITS & CONDUCTORS PER PG&E STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 0 FURNISH & INSTALL SEWER PRESSURE CLEANOUT PER DETAIL ON SHEET 2. -[- 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 UNE EXISTING GAS UNE EXISTING FENCE UNE EXISTING EDGE OF PAVEMENT EXISTING TELEPHONE LINE - EXISTING POWER UNE EXISTING GAS AND ELEC. JOINT TRENCH - EXISTING CABLE UNE NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. CALIFORNIA CONSTRUCTION OF HIGHGATE COMMUNITY SEWER LIFT STATION GENERAL NOTES: 1. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH. 2. THE CONTRACTOR SHALL CONSTRUCT THE SEWER LIFT STA TION PER APPENDIX A OF THE CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL. J. OP T ONAL EQUIPMENT SHOWN ON PAGES 18 THROUGH 21 OF APPENDIX A IS REQUIRED. 4. CON, TRA CTOR SHALL BE RESPONSIBLE FOR OB TA/N/NG ALL N.E. COR. SEC. 10 & N.W. COR. SEC. 11, AQMD PERMI T.J. 01 T.30S., R.26E., M.D.M. FD. K.C.W.A. 31/2- B.C. o N MRK'D. "LS4258" PER RECORD OF SURVEY NO. F-rn a0 2918, BK. 25 OF R/S, PGS. 49-50 4 d� CD 00 ,n O z 00 Z 0 I z o LNG AVE1M1rM ENGINEER'S STATEMENT � 00 w00 vat m THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR - W cc VESTING TENTATIVE UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND o U TRAM' NO. 7299 UNIT 3 BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, 04 X } BAF" BECK AVENIN, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS Y m 8 8"OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. Q < t ESS 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON Q THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF N.Mc/�T F THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE 0.1 C CTED DURING CONSTRU N. UNIT 6 i No. 33322 a I I ! LSffE.D WAY ! { EVERTON AVET� � � •- ' 8 i g $" i $ ��� cAt_�F A 0 D ROGER A. MciNTOSH R.C.E. 33322 DATE .i EXP. 6-30-20 UNIT 7 \\ oo W \ A. FUTURE\ 8y ; `� UNIT 2 APPROVED BY. NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE EXISTING 12 SEWER CONTINUES DEVELOPMENT - R.C.E. N0. 61069 EAST & TIES IN TO THE EXISTING 42" SEWER IN SOUTH ALLEN ROAD. } m SEE APPROVED SEWER PLANS FOR `'`�:�� ' - TRACTS 7255, 7256 & 7299. $" `?�� �s REVIEWED BY: G ! �'� ivy " vv ASSISTANT PUBLIC WORKS DIRECTOR w A ev UNIT 9 E z "U f C5 CIS 1 2 LUEN S W I RMY WAY �' ` a o w w PROPOSED • FoRcE mAiN oao cm LIQ' STATION O o SAOf CRAMENTO �' ,,� --------- SITE 6" F.M. 12" I o 0 o a ---- --- -- -- --___------_ OI TY O F BAKERSFIELD o -< s Uj �_---•�•---=+----=-------r---t + � Uj SAN FRANCISCO o 0:: 1 W ---- ---- $" I ' t N NUIE WAIN AVBNlE $ I 1. ao m M ! # �FRESNO 00 I UNIT 2 �s o0 ' VALOff WAY 8" 1 I ' 00 I I 00�. I TT t U ; t ; KERN COUNTY NIT 3 A I 1 i `moi VESTING TENTATIVE » ; "6.•r CLOS ANGELES TRAM' NO. 7300' U o HARHOROU6t1 OR�i � � . r - Wci T---------+-►-------#•- -- SAN DIEGO r i 8 $" GCs FUTURE ��� � � �' -.—� qc DEVELOPMENT W �-i Z! z to v STCAL ORNIA WW UNIT OF w Uj UNIT 7 5r 02 1/4 COR. SEC. 10 & W. 1/4 COR. SEC. OP ! ' ' $„ �x� STOCKDALE ►�\ W E. I � \ 11, T.30S., R.26E., M.D.M. FD. K.C.W.A. B.C. j 1� ,,��`� o 30 SR. , 26 E. 'S/G, `* �� IVtL T. MRK'D. "LS4258" PER RECORD OF SURVEYR Q o y�i� F CALEB • ` O O + - o, NO. 2918, BK. 25 OF R/S, PGS. 49-50 UNIT B �> ,�� 0 1 9 vU t 2 W 0� PROJECT SI TE a t� MING AVENUE ^ , tIL B0.i0 Bt 5938— -, o g} k +J 0 �p! a _ o � _�_ . n _ �. .. �czv (n 11 z 2 W O • 76 WHITE LANE nL 6m S o z 14 0 1.3 in — � I Know what's below. OUTHERN PACIFIC RAILROAD Call before you dig. Gj W W r I'' VICINITY MAP NO SCALE 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" (fc' = 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 . . . . . . . . . . . . . . . . . . . 4Y2 - 5Y2 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. 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 - 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 NO. #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP BARS * 1'-0" 1'-0" 1'-3" 2'-4" 3'-2" 4'-2" 5-4" 6'-9-18'-4" OTHER BARS 1'-0" V-0" V-0" 1'-8" 2'-3" 3'-0" '-10 '-10 '-11 * HORIZ. BARS WITH MORE THAN 12" OF CONC. CAST IN MEMBER BELOW BAR. 40' RADIUS OF BEND-, 30's FOR #8 & SMALLER 40's FOR #9, #10, & #11 6 MIN. BEND OFFSET r14x =20' 0 R=2�b' xF— R=20's TIE OR STIRRUPTIS RRUP SIZE "x" "y #2 41/2" 8" ##3 5" 11" ##4 51/2" 15" ##5 6" 19" REINFORCING PLACING TOLERANCES: 1. DEPTH: ±Y4" FOR MEMBERS 24" OR LESS IN DEPTH. 2. DEPTH: ±Y2" FOR MEMBERS LARGER THAN 24" DEPTH 3. LENGTH: t1" 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: 1 ALL D. I. PIPE AND FITTINGS SHALL BE COATED AND LINED WITH ENDURON CERAMAWRAP AND PROTECTO 401. 2 ALL D. I. PIPE, JOINTS AND BOLTS IN CONTACT WITH SOIL SHALL RECEIVE 2 COATS OF CARBOLINE BITUMASTIC #50 PRIOR TO BACKFILL. STANDARD ITEM AWWA C151 DUCTILE IRON PIPE AWWA C110 FITTINGS AWWA C111 RUBBER GASKET JOINTS SEWER PIPE: 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 (PVC 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. REINFORCED CONCRETE PIPE WITH PVC LININ 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, III EMBEDMENT MATERIALS PER ASTM SPECIFICATION D2321 WILL BE CONSIDERED SUITABLE. - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /I/, i FUTURE MEDIAN CURB HIGHGATE HEATH AVENUE i i i i I I i 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 I i I SLOPE 21 TO MATCH WAX BI EAI PROPOSED 8' TALL BOCK Y WALL BY SEPARATE PLANS 55mG 30.19' t, �2'0 H SLOPE PER PLAN SLOPE 21 TO MATCH PROPOSED S' TAIL SOCK Y -0 f WALL BY SEPARATE PLANS iq e 14 5.00' 23.82' 0m 12' 2% H i SLOPE PER PLO- - - [_LI DasTLNG GROUPED SURE PER PLAN SLOPE 21 TO MAIM FUTURE CURB 8t GUTTER 74M15131 4 h.1 / \�--- /------------- / / / ----------------------- ------------------ / PROPOSED ALL / WEATHER ACCESS BY SEPARATE PROPOSED 16' WIDE GATE PLANS RY SEPARATE PLANS—;--, UFT STATION PAD T CONTROL SLOPE SHELTER PER PLAN SECTION "A" Scale: 1"=10' UFT STATION PAD 30.16 WET WELL/ VALVE VAULT SECTION "B" Scale: 1"=10' PROPOSED 6 TALL BOCK WALL BY SEPARATE PIANS SLOPE 21 TO MATCH 0.25% — PROPOSED W TALL BLOCK WALL BY SEPARATE PLANS n w Y 11.79' 9.55gig a uSLOPE 1 SLOPE 2' c m PERPLAN m 1 PER PLAN H 2X` F E PAD LEV4:01 � ---___ _- SCALE: 1 " = 10' WET WELL t DtLST1NG 1 O' 5' O' 10, 20' SLOPE Z•1 TO MATCH GROUND PROPOSED 8' TALL BLOCK WALL BY SEPARATE PLANS Y 45.08' !a W �20m SLOE PER PLAN H 2% SLOPE 21 TO MATCH FUT. LS. -ELEV. - EXLmG GROUND NOTE: SPECIFIC NOTES AS INDICATED ON THE PLANS OR IN THE SPECIAL PROVISIONS SHALL GOVERN OVER THESE GENERAL NOTES. Know what's below. CaII before you dig. 00 Z-- U = U V za =�z 0 In W a N D W o¢ t 11 ck::WW C> �d C6 C; C6 C; ZC2C;C; -�aa zZWin MCS�is it it W 00 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. © 2018 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 0.01", 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. r x 0 4 D R,§,-- Know what's below. Call before you dig. mNN 66 U U Zz p�N L Of W W M M O O m m O O C.7 C.7 w w CL a D in S S LU 09C9 w Qt O� O O � a PRIVATE ROAD DEDICATION BY SEPARATE INSTRUMENT -�— POINT OF CONNECTION FOR ELECTRIC tJ 8i GAS SERVICE TO BE DETERMINED. 2" BLOW OFF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — —TMTURE TU— — --- -------- — — — — — — — — — — — — — — FUTURE HIGHGATE HEATH AVENUE CURB & (X1T117t B FUTURE GATED ENTRY \ (PRIVATE STREET} FUTURE MEDIAN CURB S89'24'27"E 14.00' 5 w -------------�k4q-oL� 8"PVCSE+t1ER / \ - - - - - - - - - - - - - - _ - - - _ { —fw STUB &PLUG 8" SEWER FOR FUTU UE DEVELOPMENT / V�--�� 7. 1[) CA n 1 7 nn r.r — STA. . \ V cwse`q S5;.Im 1 6,4 STA. 0+00.00, INCOMING SEWER JINIIA . A1.16NIW e-T"r i>5 M _ Z -7.433.0 SEWER MANHOLE N0. 1 J % c-- o mac- c1?.93IZT FUTURE CURB & ITER %354 ��- -�1�1 - M W -STA 0+14.00, IN -----!---- .N�r $`�� N.E. COR. SEC. 10 & N.W. COR. SEC. 11, T.30S., R.26E., M.D.M. FD. K.C.W.A. 3 1/2" B.C. FUTURE D MRK'D. "LS4258" PER RECORD OF SURVEY NO. HIGHGATE HEATH AVENUE 2918, BK. 25 OF R/S, PGS. 49-50 (P161BN6-T PRIVATE ROAD DEDICATION EXISTING R/W pKII/Arf'• - kBY SEPARATE INSTRUMENT w CONNECT TO EXISTING 8" WATER v .-�._ " EXISTING p TEMPORARY TURN -AROUND, ACCESS, EXISTING 2 BLOW OFF TO BE -----i' & Z AND FLOWAGE &DRAINAGE EASEMENT REMOVED & RELOCATED AS SHOWN ,,-CURB GUTTER PER DOC. NO. 219008716, O.R. �. 187 LF OF 8' WATER -W •• w t1,9o1.? EXISTING - _ of ----- o — CURB &J ------------------- w cfl GUTTER +o — " �. ELL !- - @E918s4441814 STA - PROPOSED TEMPORARY ALL WEATHER - PRESSURE CLEANOUT NO. 3/CONNECT TO EXISTING 6" SEWER Ut1Lif4� Q � k-1 491't, FORCE MAIN SU -4 „Tv V7 yCESS BY SEPARATE PLAN o " 5885739"E 159.27' STA. 3+05.44, FORCE MAINLY J T HIGHGATE HEATH AVENUE 6 PVC C900 SEWER FORCE MAIN I_ ( _ GAS - —N w. , , _—_�_ .._._} _ 4+00 PRIVATE OTR _ - - - - - - - - - - - 3+00 EXISTING SEWER MANHOLE N0. 1 - - - - - - _ 8TUO - S8-9 24'27"E 329.8 _ _ _ - T 10+00 „STA. 11+21.00 C.L. -10.00 LT. , - -F-- - -- - - - - FUTURE MEDIAN CURB +- - y S88 57 39"E 11+01) _ _ - - - - - - - - - C.L HIGHGATE HEATH AVE. / 1 EXIST. 1 - - -�-j 1+00 - - - - S88 7'39"E 218.39' - 8" PSC 2+00 E.P. w r� �.�.� : 3+00 4+DO 6' PVC C900 SEWER FORCE MAIN! PROPOSED 2" GAS UNE PER PG&E DRAWING 24 s9 IONNECT TO EXISTING 8" SEWER ' I ——c---c---c---c---c— —c——c---c---c� —c--- 1 -- — __ — c c - T. c- - - - - TA. 9+51.9 C.L 9.61 R c S 2 c TRACT N0. 7300 UNIT 1 _ STA. 1+60.17, INCOMING SEWER c - c _--- ——cn — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ---- -° W' --------- ,, A�'� N L � , � W M B 62 PGS 42...44 E cv > EF STA. •ELL E E 9 -i 24 �s o EXISTING . 'C PROPOSED ELECTRICAL PER PG&E DRAWING PROPOSED PG&E o a � , SQA 96, FORCE MAIN i-1 �i` ,L�1, � -- '� (�T EXISTING TEMPORARY DRAINAGE BASIN EXISTING CURB &GUTTER o GUTTER SCURB & PRIVATE ROAD DEDICATION #6 BOX I 0 16.00 TO BE RELOCATED BY SEPARATE PLAN 1 (LT II BY SEPARATE INSTRUMENT �. Z I ��" ----- B-1122 VALVE BOX TO BE #S20 COVERCHRISTY 9 ' 4 -u--- - - - - - - - - - N89 ,V OR BROOKS PRODUCTS NO. 37 PROPOSED ELECTRICAL PER PG&E DRAWING z 3 -- _ _ � 27"w s1.00 .: I FURNISH & INSTALL RP BACKFLOW -- I o - - --._._._. DEVICE, FEBCO MODEL 825Y, -� i OR APPROVED EQUAL PRIVATE ROAD DEDICATION ♦EXISTING R/W i 8.50' CONTROL PANEL SLAB, SEE SHEET 12. I j iF g I CONTROL PANEL SHELTER, SEE SHEET 12 (FURNISHED BY ROMIEC UTILITIES) � � o � _� CONTROL PANEL { wg ! (FURNISHED BY ROMTEC UTILITIES) SERVICE EQUIPMENT El I (FURNISHED BY CONTRACTOR) o rri M I MINI LOAD CENTER FUTURE \ GENERATOR ATS �" �)-•-•-•-•-------•-• FURNISHED BY ROMTEC UTILITIES ti Q! (FURNISHED BY CONTRACTOR) - - I� ( ) I RESIDENTIAL. I LL. sli I 1 CONTROL PANEL � �- Scale: �I I� 1 #8 BARE CU TO GND. LUG. 12 FOOT POLE POLE BASE COVER PLATE 1 T MIN. NON -SHRINK 1" CHAMFER (TYP.) rl ° CONC. PEDESTAL/MEO. SANDBLAST FINISH PROVIDE (3) #3 TIES WITHIN 6' OF TOP OF FOOTING ° I I r FINISH GRADE ° ° 4 4 ° VA e e 4 ° ' a a < e <° 4 d ° i 4 ° ° _-IME MUNI - 2' -O" G BOLTS VERIFY WITH MANUFACTURER #3 TIES 0 16" O.C. #5 VERTICAL TIES (4) REQ'O. 2000 P.S.I. CONQ 0 28 DAYS LIGHT STANDARD POLE BASE PIPE SHALL BE GALVANIZED AND WRAPPED 12" x 20" UTILITY BOX "CHRISTY" MODEL 812 W/MODEL B 12 S LID OR APPROVED EQUAL.- N.T.S. S89'24'27'E 91.00' - -- FUTURE RESIDENTIAL. SITE LIGHTING POLE & FIXTURE SCHEDULE PLAN SYMBOL. MANUFACTURER & CATALOG N0. L A M P BALLAST LENS REMARKS TYPE WATTS } LITHONIA ELECTRONIC SINGLE PARKING LOT LIGHT DSXILED3OC1O005OKT3M-MVOLT-SPA LED 105 DRIVER FLAT CLEAR POLE #SSS124G - 12' POLE SEE DETAIL 2 ON THIS SHEET SPIGOT (ORIENT AS SHOWN ON PLAN VIEW) BACKFLOW PREVENTER "FEBCO" MODEL 825 Y, OR APPROVED EQUAL. SECURE PIPE TO A TREATED 4X4 POST \ --INSTALL PIPE FROM METER 1" WATER VALVE 3 WATER SERVICE DETAIL N.T.S. i� v BY SEPARATE INSTRUMENT 1 PERMANENT SEWER EASEMENT TO THE `♦ EXIST. CITY OF BAKERSFIELD TO BE DEDICATED ♦ E.P. BY SEPARATE INSTRUMENT.w PORTION OF PARCEL 2 \ LOT LINE ADJUSTMENT NO. 17-0353 I U) :k N \\PER CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 21, 2018 AS DOC. NO. 218019657, O.R. r- EXISTING JOINT \ L,.i _ o) -�'-UTILITY TRENCH \ I Z z W Iy cs SEE DETAIL 4\ FUTURE z tri W M\FUTURE LOT UNE PRIVATE PARK I ; M z � cn Z FUTURE m � I m RESIDENTIAL. � � E. 1/4 COR. SEC. 10 & W. 1/4 COR. SEC. Y R 11, T.30S., R.26E., M.D.M. FD. K.C.W.A. B.C. PERMANENT SEWER EASEMENT TO THE MRK'D. "LS4258" PER RECORD OF SURVEY CL CITY OF BAKERSFIELD TO BE DEDICATED NO. 2918, BK. 25 OF R/S, PGS. 49-50 BY SEPARATE INSTRUMENT. W -� WATER SERVICE < U Q INCOMING 16' WIDE DOUBLE GATE BY OTHERS C� CONDUITS BY INSTALL 2" GAS P.G.&E. � (CONFIRM SIZE WITH P.G.&E. BY SEPARATE PLANS OWLS. PRIOR TO CONSTRUCTION) S —----o —------------------------- -- Q f PERMANENT SEWER EASEMENT TO THE CITY OF BAKERSFIELD TO BE DEDICATED BY SEPARATE INSTRUMENT. SCALE: 1 " = 10' 10' 5' O' 10, 20' LIFT STATION SITE DETAIL C� INSTALL 1" WATER SERVICE LINE WITH RP DEVICE AND HOSE BIB. USE TREATED 44 POST FOR SUPPORT. SEE DETAIL 3 ON THIS SHEET. \ ■ PERMANENT SEWER EASEMENT TO THE CITY OF BAKERSFIELD TO BE DEDICATED BY SEPARATE INSTRUMENT. N l HATCH OPENING -1 43"x66" CLEAR NOTES: SCALE: 1 " = 20' 20' 10' 0' 20' 40' EASEMENT LEGEND 20' WIDE SOUTHERN CALIFORNIA GAS LU COMPANY PIPELINE EASEMENT PER BK. 5738, PG. 2035 O.R. 20' NOE FLOWAGE & DRAINAGE EASEMENT L� PER DOC. No. 000217005998 O.R. A30' WIDE PUBLIC ACCESS EASEMENT PER DOC. No. 0209174864 O.R. 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 UTILITIES, STREET IMPROVEMENTS, ROADWAYS & DRIVEWAYS (REGARDLESS OF EXISTING SURFACING TYPE), DRAINAGE FACILITIES, LANDSCAPING, POSTAL FACILITIES, SIGNS, MARKERS, ETC. WHETHER PUBLIC OR PRIVATE. 2. CONTRACTOR SHALL OBTAIN ALL RELATED AQMD PERMITS AS WELL AS UTILITY CONNECTIONS IN RELATION TO THE BACKUP GENERATOR. r v q ¢cx YX> $j ,� i h 7 Know what's below. Cali before you dig. m PIPE TABLE m -1 PIPE NO. SIZE MATERIAL BEARING LENGTH P1 6" PVC C900 SEWER FORCE MAIN SOO'35'33"W 2.18' P2 6' PVC C900 SEWER FORCE MAIN S4424'27"E 2.13' P3 6' PVC C900 SEWER FORCE MAIN S892427"E 4.40' 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 UTILITIES, STREET IMPROVEMENTS, ROADWAYS & DRIVEWAYS (REGARDLESS OF EXISTING SURFACING TYPE), DRAINAGE FACILITIES, LANDSCAPING, POSTAL FACILITIES, SIGNS, MARKERS, ETC. WHETHER PUBLIC OR PRIVATE. 2. CONTRACTOR SHALL OBTAIN ALL RELATED AQMD PERMITS AS WELL AS UTILITY CONNECTIONS IN RELATION TO THE BACKUP GENERATOR. r v q ¢cx YX> $j ,� i h 7 Know what's below. Cali before you dig. m m -1 �cn vi0i m O Y v Los z a °° ,o z 0 9 t0 V, .— z N L Q 1 J Upo�� W J w Z Z W rr U U Ch mm LLLj oo 3 U U }= 5: W W w a. a w ac o 0 o r= > > cc mm w � _ N o Q 00 INSTALL 2.18 LF OF 6" C900 PVC DR18 FORCE MAIN INSTALL 2.13 LF Of 6" PVC DR18 FORCE MAIN 5g^�4 INSTALL 4.40 LF OF 6 INSTALL 89:42' LF OF PVC DR18 FORCE MAIN 10" PVC SEWER ® 0.23% 222.00 LF OF EXISTING 8" SEWER 0.23% rn INSTALL 14.00 LF OF 8" PVC SEWER ® -0.29% (SEE TRACT No. 7300 -UNITS 1&2 N INSTALL 218.39 LF OF 8" PVC SEWER ® 0.23% SEWER & STORM DRAIN PLANS) p N J 3 o z I y� LJ W U Z 0 0 w I!nQ ~ OJ Z J / W 1= N d W W H CD ow �o �3w °DZo3w �I z I z oo 3w � 0 z tea, w o= o o: x 000= J 00— 2 oi- og x 200 w W O 0 00 OD Z O oD ODI U'O ZQ O aD aD J O CO O O OD U N J j Z J jjj N m J j Y Wry J Z J oDc�z wJcSzzz �1 t/1 Woo�zz a oo� �cSzzEn �o �z zz M S =00 =O�N N O O^Mtntn d QZO 'r+�M w00 O� =Nd-CflCOg z aM Z i-- 1- W O O O W C:, o Q cfl M '� �- z' to LO r�,� e I Q <n a M r'n � o z > N m `- N N }} .8 �� MM w J W�NMM = Z�� Zs� MM QOjF, QOM �OMMM -00 w QW DQ W m j jjj Z Ctl ZU jj ���.11 Q W Q W W W ZQQ W S �N�3 W W > �+Q W W W (n to W to to W W W ��(n W W O X X J J JF -W Z1- J W J J J O 356 Z W W W w 35fi 35fi 356 35fi (3 "' "' win w N WWW 356 J 354 CE 354 354 354 354 354rm 352 352 352 352 352 352 350 350 350 350 350 350 N °' I- +� 00 \ Q 0 Ln 348 348 348 348 348 348 o 00 z V Q I o 346 346 346 `� 346 34fiLJ 00 SEWER ^ a 344 344 344 344 344 344 g m N m 342 342 342 342 W m 342 342 340 340 340 340 340 340 c M 338 338 338 338 338 338 336 336 336 336 336 336 w 6 M > U U 334 334 334 334 334 334 P SE 332 332 332 332 332 33 0 330 330 330 330 330 330 01 328 328 328 328 328 328 326 326 326 326 326 326 324 324 324 324 324 324 322 322 322 322 322 322Ln 320 320 320 320 320 320 318 318 318 318 318 318 316 316 316 316 316LJ 316 314 314 314 314 314 314 312 312 312 312 312 312 310 310 310 310 310 310 0+00 1+00 2+00 3+00 4+00 4+75 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 INCOMING SEWER—HIGHGATE HEATH FORCE MAIN SCALE 1" = 40' HOR. #ss ®s O.C. EACH WAY SECTION B SCALE 1 " = 40' H OR. (CENTER IN SLAB) SCALE 1 " = 40' H OR. � 1 " = 4' VERT. COMPACT SUBGRADE To 95% 6" SCH 40 PVC FOUL ODOR DISCHARGE PIPING \ 1 " = 4' VERT. 1 " = 4' VERT. OF MAXIMUM RELATIVE DENSITY Q ---- -----� Q -- - -17 vJ I CLASS 2 AGGREGATE BASE COMPACTED O W TO 95% of MAXIMUM RELATIVE DENSITY I I I �4•--fit-----MR 7r I {'----1=----1-- A I I I I IImp- x O CL p Im 6 FORCE MAIN ! COMPACT SUBGRADE TO 95% w " OF MAXIMUM RELATIVE DENSITY :�ScP 10" INCOMING SEWER C--) W CO tl \ $ 1 I t i 10 10 r—� tAN Q;j ` 4 �g • s 1 0 2 4 5.00' 11 k n►o-tE: Tf^AGC ur" v�c"r �uL Ar� P.C.C. LIFT c�a co V fw' le V 4 V-,7►" p O z A,* s! 12. R a 12 b"7 STATION DECK 2 0.5 r � � J Know what'sbelow. W " mz"Z" P.C.C. LIFT STATION DECK DETAIL 0111 before you dig. 12" —Tv Scale: 1"=2' W CO " a u: " v 24'-1 a�a D r x LL CITY RECORDS NO: ( APPROX ATE FINISH GROUND i � �— ALON SEWER TERLINE I j o•M. 94.SZ Xj o.� `'�' i I i I I I I I I I i EXISTING �2" WATER I j E STING 24" H.P. GAS II INVERT 6� FORCE M IN f , N I i I � INVERT 8" SEWER ( CONTRAC1i0R TO VE IFY LOCATION & INVERT EXISTING 8" SEWER w � ELEVATIO OF EXISTIG 8" SE STUB , � PRIM T CONSTRUCTION AND N TIFY THE ENG EER OF A Y DISCREP NGES. I I � INVERT 8" ® 0.50% " INSTALL 14.20 LF OF 6 C900 PVC DR18 FORCE MAIN � 0.50% e 169 LF OF EXISTING ® 0.50% 1{� �� 1 6" C900 PVC DR18 fi" C900 PVC DR18 INSTALL 159.27 LF OF (SEE TRACT N0. 7300 -UNITS 1 & 2 i VALVE VAULT � FORCE MAIN � 0.50% FORCE MAIN � 13.07% 6" C900 PVC DR18 FORCE MAIN � 0.93% SEWER &STORM DRAIN PLANS) i SEE SHEET 7 m J m 1 j ! G I i � 0 0 N Nh w Z __j Q VE VAULT V. 346.25 �,' U I� 1 U � 1 Q 'O Z O � U w W� �nQ Z Z Z W w w Z W�Z� � X W _ •� �o In I-= I z^o0`� tl,o� 1 �aCN mooyN ¢ � �. � ( co ¢ W •vw 3 cl'Oc 1 N O 0 Nod �Oc mor O O door O cameo= O x � oir �o io r c0 p cfl cpp to � to � cfl cp co Z p to W ODI w aZ3 N z 4 —iJ 'J 'J c5z NmJ ��� OJ > > zc5z 1 cSz 1 c5z c5z vz 1 1 c5z xo�zz W00 1� r� rC�JrnC�i�co O ��� W� M M� _ � O � Z d O CV Z et O � O � � OD � � CV � � ,� O N � OD st- st }- d• F- Z � CO CO 1- d U N N d: i� 1� �i st- et raj �. 1� '1" M __j "F M J "�" �. �. M J '1" M '1" M + 'I' M U '}" M M Ca Ca '1" M M 00 WO j WO j wo wo w0> j j j W� Q W ZUM W ZQQ Ca 1—�Z_ �¢ � � W W j j O Q W Z 1- J to Q Q 1- W Q J � F- J to F- J � I Q 1- J J 2� X O Z X W w y1 J J t7 W to W d' to W st- to W st- to W st- to W N W d' N W U� to W W C� Z W U� W to W W Z ! _ 1 I I i 00 mm 00 U �� o !1 !1 00 ALON SEWER CE�IIERUNE cn cn SEWER J W ago i > � O O i ---1 W I , I ( WATER o.20% , BOTTOM Of VALVE 346.25 VAULT EXISTING 112" ELEV. ® 0.50% " INSTALL 14.20 LF OF 6 C900 PVC DR18 FORCE MAIN � 0.50% e 169 LF OF EXISTING ® 0.50% 1{� �� 1 6" C900 PVC DR18 fi" C900 PVC DR18 INSTALL 159.27 LF OF (SEE TRACT N0. 7300 -UNITS 1 & 2 i VALVE VAULT � FORCE MAIN � 0.50% FORCE MAIN � 13.07% 6" C900 PVC DR18 FORCE MAIN � 0.93% SEWER &STORM DRAIN PLANS) i SEE SHEET 7 m J m 1 j ! G I i � 0 0 N Nh w Z __j Q ® 0.50% " INSTALL 14.20 LF OF 6 C900 PVC DR18 FORCE MAIN � 0.50% C900 169 LF OF EXISTING ® 0.50% INSTALL 61.15 LF OF INSTALL 62.11 LF OF 6" C900 PVC DR18 FORCE MAIN � 0.93% �� 1 6" C900 PVC DR18 fi" C900 PVC DR18 INSTALL 159.27 LF OF (SEE TRACT N0. 7300 -UNITS 1 & 2 ® 0.50% FORCE MAIN � 0.50% FORCE MAIN � 13.07% 6" C900 PVC DR18 FORCE MAIN � 0.93% SEWER &STORM DRAIN PLANS) i m J m 1 j ! jW W � N Nh w Z __j Q VE VAULT V. 346.25 �,' U I� 1 U � 1 Q 'O Z O � U w W� �nQ Z Z Z W w w Z W�Z� � X W _ •� �o In I-= I z^o0`� tl,o� 1 �aCN mooyN ¢ � �. � ( co ¢ W •vw 3 cl'Oc 1 N O 0 Nod �Oc mor O O door O cameo= O x � oir �o io r c0 p cfl cpp to � to � cfl cp co Z p to W ODI w aZ3 N z 4 —iJ 'J 'J c5z NmJ ��� OJ > > zc5z 1 cSz 1 c5z c5z vz 1 1 c5z xo�zz W00 1� r� rC�JrnC�i�co O ��� W� M M� _ � O � Z d O CV Z et O � O � � OD � � CV � � ,� O N � OD st- st }- d• F- Z � CO CO 1- d U N N d: i� 1� �i st- et raj �. 1� '1" M __j "F M J "�" �. �. M J '1" M '1" M + 'I' M U '}" M M Ca Ca '1" M M 00 WO j WO j wo wo w0> j j j W� Q W ZUM W ZQQ Ca 1—�Z_ �¢ � � W W j j O Q W Z 1- J to Q Q 1- W Q J � F- J to F- J � I Q 1- J J 2� X O Z X W w y1 J J t7 W to W d' to W st- to W st- to W st- to W N W d' N W U� to W W C� Z W U� W to W W Z ! _ 1 I I i 00 mm 00 U �� o !1 !1 00 ALON SEWER CE�IIERUNE cn cn J W ago > � O O ---1 W I , I WATER o.20% , BOTTOM Of VALVE 346.25 VAULT EXISTING 112" ELEV. J ' � � EXISTIN EXI NG 24" H.. GAS I I I � NOTE: INVE T EXISTING 6 FORCE MIN ! � I CONTR CTOR TO VERIFY LOCATION & I ; � I INVERT 6" FORCE AIN ELEVATION OF EXISTING 6" FORCE MAIN } ` I � � STUB PRIOR TO CONSTRUCTION AND NOTIFY ! I I THE ENGINEER OF ANY DISCREPANCIES. I � i { !7 � INVERT 8� WER I I f I } E ! I I I 3 I I 1 I I I ! I I f( I IIII f I I ! I ! I i } III I I i i � I I W�T WELL FL Y ELEV. 315.00 I I E I I ssf 0�• it f 352 � tl WET WELL I ` SEE SHEET 6 __j � i �I 1 1 z w U i ssf 0�• � 352 t-• W ° �• J m 1 j ! jW W � Y I Q a � VE VAULT V. 346.25 �,' U I� U w I I i U ( I Z � z 4 •' I N I I i I ' INVE 10" SEWER (> ! ( I I I �ww ELE • 315.00 ! _ 1 I I i m Y U U w w = U U Z � z 0 r N I i H (> hN- �ww 00 mm 00 U U !1 !1 00 cn cn W ago � O O PUMP INFORMATION NUMBER OF PUMPS 2 TYPE OF PUMPS HIDROSTAL E5K-L SIZE OF PUMP 5in SUCTION; 6in DISCHARGE PUMP CAPACITY 549GPM (EACH PUMP) TOTAL DYNAMIC HEAD 50.Oft TDH HORSEPOWER , MOTOR SPEED 180ORPM POWER SUPPLY 48OV, 3PHASE PASSIVE AIR INTAKE - 6in (fi' SCH40 PVC TO ODOR CONTROL) CHEM FEED PIPE, 1/2in SCH80 CONTRACTOR TO INSTALL PRIOR TO AMERON WELDING. PLUMB TO CHEM FEED SLAB. NOTE: TOP SLAB AND HATCH ARE H-20 OCCASIONAL TRAFFIC RATED COLOR LEGEND MAJOR CONCRETE COMPONENTS WITH PRE-INSTALLED COMPONENTS. COMPONENTS PRE -ASSEMBLED TO THE EXTENT POSSIBLE AND WILL NEED TO BE FIELD INSTALLED. NOTE: PRE -ASSEMBLY IS DONE AT ROMTEC UTILITIES' DISCRETION AND MAY CHANGE AT THE TIME OF PRODUCT' ISO VIEW SCALE 1 / 48 DIAMETER WET WELL DISCHARGE PIPING DROSTAL PUMPS - 687 VALVE VAULT NOTE: CONDUIT TO CONTROL PANEL (BY OTHERS) SEE SHEET 11 MINIMUM: (2) FOR POWER (1) FOR LEVEL SENSING ALL MATERIALS SHOWN ON THIS SHEET WILL BE SUPPLIED BY ROMTEC UTILITIES AND DELIVERED TO THE SITE AFTER THE HOLE HAS BEEN EXCAVATED AND SHORED. THE CONTRACTOR SHALL SUPPLY A CRANE OF SUFFICIENT SIZE TO LOWER ALL THE CONCRETE PIECES INTO THE HOLE SAFELY. THE CONTRACTOR SHALL INSTALL THE WET WELL (AND VALVE VAULT AND METERING VAULT IF APPLICABLE). ROMTEC UTILITIES WILL PROVIDE A REPRESENTATIVE FOR TECHNICAL ASSISTANCE ON THE DAY OF INSTALLATION TO ANSWER ANY QUESTIONS THAT MAY ARISE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLUMBING AND ELECTRICAL CONNECTIONS AND INSTALLATION. ITEMS NOTED AS "BY OTHERS" WILL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. ROMTEC UTILITIES WILL NOT INSTALL ANY OF THE COMPONENTS SHOWN ON THIS PAGE. RIM & FINISH GRADE ELEVATION: 353.50' DISCHARGE PIPE C.L. ELEVATION: 349.00' ALL BURIED FLANGE SETS ARE TO BE DOUBLE WRAPPED WITH 10MIL POLYETHYLENE SHEET SEEMED WITH APPROVED PIPE WRAP TAPE. THE IS PROVIDED BY THE CONTRACTOR. SECTION G -G SCALE 1 / 42 O 2018 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. P.C.C. LIFT STATION DECK SEE SHEET 5 HATCH OPENING 43" X 66" CLEAR SECTION F -F SCALE 1 / 42 142- SECTION 42 SECTION E -E SCALE 1 / 42 CRUSHED STONE BASE, ASTM CLASS 1. %'>Y4* ROCK. TO BE COMPACTED M--,,, 95% OF MAXIMUM RELATIVE DENSITY Woy SENSOR AND ELEVATION TABLE LEVEL ELEVATION DISTANCE BETWEEN POINTS SET POINT DESCRIPTION 326.00 FLOORWELL ELEVA71ON: 314.50 INVERTIN 326.00 UNIFORM LOADING FROM WET WELL BASE r' BACK UP PUMPS START 1 2.90 SENSOR SPACING 323.10 1 BACK UP PUMPS STOP GROUT RING - 8ft DIA - 8in X Bin 0.25 SENSOR SPACING 322.85 GROUT RING - 8ft DIA - HIDROSTAL - 800 BASIN BACK UP HL ALARM 322.60 11-LCO800IN HIGH LEVEL ALARM 1.5 0.50 SENSOR SPACING 322.10 1.6 NON PRE-RO PUMP START 31-ADE5KLHS 2.80 SPACE START - STOP 320.30 31-EL0504HS PRE-RO PUMP START 1.8 4.80 SPACE START - STOP 319.30 1.9 NON PRE-RO PUMP STOP j 315.50 FLANGE ADAPTER - 6in - ROMAC ALPHA PRE -110 PUMP STOP 314.50 11-AM08WELD FLOOR ELEVATION ECK 326.0( c5 T WELL BA AIL ON THI HET WELL BASE -WET WELL BARREL r� m PARTS LIST ITEM QTY STOCK NUMBER DESCRIPTION FLOORWELL ELEVA71ON: 314.50 1 10-CBOOOOOO UNIFORM LOADING FROM WET WELL BASE r' 1.1 1 10-CB084800 BASE - WW - 8ft DIA x 48in - AMERON 1.2 m PARTS LIST ITEM QTY STOCK NUMBER DESCRIPTION 1 1 10-CBOOOOOO BASE SLAB ASSEMBLY 1.1 1 10-CB084800 BASE - WW - 8ft DIA x 48in - AMERON 1.2 1 10-GRO80000 GROUT RING - 8ft DIA - 8in X Bin 1.3 1 10-GRO8800H GROUT RING - 8ft DIA - HIDROSTAL - 800 BASIN 1.4 1 11-LCO800IN COATING - INTERIOR - 8ft DIA - GROUT RING 1.5 1 11-LC80HYDR PREROSTAL 800 BASIN 1.6 2 31-ADE5KLHS ADAPTER - HIDROSTAL - PUMP BASE PLATE 1.7 2 31-EL0504HS DISCHARGE ELBOW - 6in x 5in - HIDROSTAL - E5K-L 1.8 2 31-HW00AKS6 ANCHOR KIT - 316SS - DISCHARGE ELBOW 1.9 2 44-AD06RMAL FLANGE ADAPTER - 6in - ROMAC ALPHA 2 1 11-AM08WELD WELDING - 8ft DIA - AMERON 3 1 11-LCO800EX COATING - EXTERIOR - 8ft DIA 4 1 12-CRO848AO BARREL - 8ft DIA x 4ft H - AMERON 5 6 12-CRO86OA0 BARREL - 8ft DIA x 5ft H - AMERON 6 1 14-CTOOOOOO TOP SLAB ASSEMBLY 6.1 1 13-CA089999 CABLE TRAY - 8ft - 24.4375in 6.2 1 13-DS303OSS DISCONNECT STAND - SS - 30in x 30in x 8in 6.3 1 13-HH08HDDE HATCH - H2O - 8ft - DUPLEX 6.4 1 13-VTOOOOAL VENT - ALUMINUM - FLUSH 6.5 1 14-CT08HDDH TOP SLAB - 8ft DIA - H2O - AMERON 7 1 15-DPO80600 DEFLECTOR PANEL ASSEMBLY - 8ft DIA x 6ft 7.1 2 15-BROOSSGU BRACKET - SS GUILLOTINE SET 7.2 1 15-DBOOCAGU GUILLOTINE CABLE ASSEMBLY - TOTAL LENGTH 7.3 1 50-ACOOHDPE HDPE - 24in x 24in - BLACK - INSPECTION COVER 7.4 1 50-ACOOHDPE SHEET - HDPE - 4ft x 8ft - BLACK 7.5 12ft 50-AN080GS6 ANGLE - 316SS 11GA FORMED 8ftww 8 2 17-AC38000B BOLT KIT - UPPER GUIDE BAR BRACKET 9 4 17-IGIHS6HS BRACKET - 316SS - INTERMEDIATE GUIDE BAR - 1.5in - 316SS 10 2 17-UGIHS6HS BRACKET -31655 - UPPER GUIDE BAR - 1.5in - 31655 11 3 18-BRXXXXXX DISCHARGE PIPE BRACKET - 8ft WW - 6in DI PIPE 12 1 30-PUOOOOOO PUMP SHIPPING CRATE /4119 mp 12.2 2 30-PUOOOOHS PUMP - HIDROSTAL - E5K-L - - 50ft CABLE 12.3 1 31-ADBROOHS ADAPTER BRACKET - GUIDE RAIL - HIDROSTAL 12.4 1 31-ADE5KLHS SPOOL PIECE ADAPTER - HIDROSTAL - 8.5in 12.5 2 32-AC58OLNK LINK - 316SS - .625in - OBLONG - 2800# WLL 12.6 2 32-BS716OSS BOW SHACKLE - 31655 - 7-16in 12.7 2 32-CGAOOOSS CORD GRIP - .750in - .990 - SS 12.8 2 32-CGHOOOSS CORD GRIP - .63in - .74in - SS 12.9 1 32-PLOOOOOO LIFTING RING - PUMP 12.10 4 ft 32-PL380OS6 CHAIN - 316SS - 3-8in S5 12.11 2 32-PLLSANYL LIFTING SLING ASSEMBLY - COATED CABLE 13 134 ft 40-PP1H00S6 PIPE - 316SS SCH40 - 1.5in DIA GUIDE RAILS) 14 2 44-CP060ADO COUPLING - 6in - ROMAC ALPHA 15 4 49-GS060000 GASKET - FLANGE - 6in 16 1 50-ACOOOOOO WELL SHIPPING CRATE 16.1 8 12-GSOOOOOI BARREL - GASKET 16.2 1 13-KYOOOOOO HATCH KEY 16.3 4 18-ACOOCHOO CABLE HANGER ASSEMBLY 16.4 4 18-HD040000 LIFTING CLUTCH - 4 TON 16.5 8 18-HD080000 LIFTING CLUTCH - 8 TON 16.6 1 51-ACOONSTB NEVER SIEZE - TUBE 16.7 240 51-BT060000 JOINT WRAP - 6in - BOA TAPE 16.8 261 51-SEOIOISL JOINT SEALANT - lin - CONSEAL CS -202 16.9 3 80-FS20MSNL FLOAT - 20m - MS1 - NOLTA 16.16 1 80-BROOPTOO BRACKET - PVC - PRESSURE TRANSDUCER 16.17 1 80-ACBAKSAI BREATHER ASSEMBLY KIT - SIEMENS 16.18 1 80-PT150SA1 PRESSURE TRANSDUCER - 15PSI - SIEMENS A1000i 16.19 1 80-CA060SA1 HOUSING AND CABLE ASSEMBLY - 60ft - SIEMENS 17 2 57-FF612OS6 SPOOL - 316SS - 6in DIA x 10ft - FLGxFLG 18 2 57-FP069OS6 SPOOL - 6in 316SS SCH40 - FLG x PE - 90deg 19 2 57-FP6216S6 SPOOL - 316SS - 6in DIA x 18ft - FLGxPE 20 1 59-KBO80400 KOR-N-SEAL - 8in CORE - 4in thru 1.5in PIPE 21 3 59-KB1206SS KOR-N-SEAL - 12in CORE x 6in IPS PIPE 22 1 59-KBI61000 KOR-N-SEAL - 16in CORE x 10in PIPE 23 1 61-EP3000DC DISCONNECT PANEL 24 2.0 ft 70-PP0600DR PIPE - PVC SDR35 - 6in DIA 25 2.0 ft 70-PPOH00P8 PIPE - PVC SCH80 - 0.5in DIA NOTE: STOCK NUMBERS ABOVE ARE ROMTE CONCRETE COATINGS/LININGS UTILITIES STOCK NUMBERS. INTERIOR WALL: AMERON T -LOCK INTERIOR BASE: TNEMEC 434/435 PERMA-SHIELD (APPLIED AFTER BASIN AND GROUT INSTALLED) EXTERIOR: TNEMEC 61 DUCTILE IRON PIPE COATINGS/LININGS EXTERIOR: INDURON CERAMAWRAP C- ~ R,;`- a INTERIOR: PROTECTO 401 LINED. g 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 rm NOTE: CONTRACTOR TO SEAL ALL CONCRETE JOINTS ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS AND PIPE PENETRATIONS WITH NON -SHRINK GROUT PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. , Know what's below. Call before you dig. V) V) LU_ u Z N Z p. -N N t 1 Wein fyWW mm 00 v ci ww as 00 S S �� mm W Quo O O P.C.C. UFT STATION ET 5 i -� SEE MEET 5 � 6 n23 26 K CAST -IN-PLACE FE THRUST RESTRAINT JN EACH END. TRACTOR) 22 29 F 29 MANUAL AIR RELEASE 24 20 31 (27 SECTION D -D SCALE 1 / 8 ALL MATERIALS SHOWN ON THIS SHEET WILL BE SUPPLIED BY ROMTEC UTILITIES AND DELIVERED TO THE SITE AFTER THE HOLE HAS BEEN EXCAVATED AND SHORED. THE CONTRACTOR SHALL SUPPLY A CRANE OF SUFFICIENT SIZE TO LOWER ALL THE CONCRETE PIECES INTO THE HOLE SAFELY. THE CONTRACTOR SHALL INSTALL THE WET WELL (AND VALVE VAULT AND METERING VAULT IF APPLICABLE). ROMTEC UTILITIES WILL PROVIDE A REPRESENTATIVE FOR TECHNICAL ASSISTANCE ON THE DAY OF INSTALLATION TO ANSWER ANY QUESTIONS THAT MAY ARISE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLUMBING AND ELECTRICAL CONNECTIONS AND INSTALLATION. ITEMS NOTED AS "BY OTHERS" WILL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. ROMTEC UTILITIES WILL NOT INSTALL ANY OF THE COMPONENTS SHOWN ON THIS PAGE. © 2018 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. FINISH GRADE & RIM ELEVATION: 353.50' DISCHARGE C.L. ELEVATION: 349.00' P.G C. UFT STATION DECK SNE SHEET 5 12" THICK CAST -IN-PLACE CONCRETE THRUST RESTRAINT COLLAR ON EACH END. ( BY CONTRACTOR) P.C. UFT STATION DECK SEE SHEET 5 -104 –96 32 17 33 22 �L ALL BURIED FLANGE SETS ARE TO BE DOUBLE WRAPPED WITH 10 MIL POLYETHYLENE SHEET SEEMED WITH APPROVED PIPE WRAP TAPE. THIS IS PROVIDED BY THE CONTRACTOR. 18 19 12 31 20 — SECTION B-BHATCH OPENING SCALE 1 / 18 44" X CLEAR SECTION A -A SCALE 1 / 18 7 802 12" THICK CAST -IN-PLACE CONCRETE THRUST RESTRAINT COLLAR ON EACH END. ( BY CONTRACTOR) 31)(20)- 12" 1)(20 H-20 OCCASIONAL TRAFFIC RATED P.C.C. UFT STATION DECK SEE SHEET 5 1r CONC. THRUST RESTRAINT COLLAR CRUSHED STONE BASE, ASTM CLASS 1. )CA47 ROCK, 10 BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY GRADE SURFACE FLAT & LEVEL TO RECEIVE UNIFORM LOADING FROM WET WELL BASE VALVE VAULT BASE BASE DETAIL F.1 PARTS LIST ITEM QTY STOCK NUMBER DESCRIPTION 1 1 20-CB687000 BASE - W - 687 2 1 23-HH687GHE HATCH - W - 687 - H2O - SAFETY GRATE 3 1 24-CT687HDO TOP SLAB - W - 687 - H2O 4 2 25-KYOOOOBR BRACKET - VALVE KEY 5 1 25-KYOOOOGW VALVE KEY - EXTENDABLE GATE WRENCH 6 1 25-LD060300 LADDER - 6ft-3in 7 1 25-PS06S89F PIPE STAND - FLANGE - 6in 8 2 25-PS06S92S PIPE STAND - 304SS - 6in SADDLE 9 4 25-PSOBBASE PIPE STAND BASE - 304SS - 2in - 2 BOLT 10 1 25-XXXX DRAIN - VALVE VAULT 10.1 20 ft 70-PP020OP4 PIPE - PVC SCH40 - 2in DIA 10.2 1 72-DBO20SP8 DRAINBACK VALVE - PVC - 2in 10.3 3 76-EL029040 ELBOW - PVC SCH40 - 2in x 90deg - SLIP 11 10ft 40-PP020OS4 PIPE - 304SS SCH40 - 2in DIA 127.0 ft O-PP0600DO PIPE - DI - 6in DIA CL52 - IC/P401 2 x 42in 13 4 40-TT0202S4 NIPPLE - 304SS - 2in SCH40 X CLOSE 14 2 40-TT0206S4 NIPPLE - 304SS - 2in DIA x 6in 15 2 40-TT0212S4 NIPPLE - 304SS - 2in DIA x 12in 16 2 41-BV020OS4 BALL VALVE - 304SS - 2in - SPRING RETURN 17 2 41-PV060GDO PLUG VALVE - 6in - GEAR OP NUT 18 2 42-LWO600DO CHECK VALVE - LEVER & WEIGHT - 6in 19 2 44-AD06RMAL FLANGE ADAPTER - 6in - ALPHA 20 3 44-RG060STR RETAINER GLAND - 6in - HEAVY DUTY 21 2 44-TS060200 TAPPING SADDLE - 6in PIPE x 2in FNPT 22 2 45-FF060090 SPOOL - DI - 6in DIA x 9in - FLGxFLG - IC/P401 23 1 45-FF06123Q SPOOL - DI - 6in DIA x 12.75in - FLGxFLG - IC/P401 24 1 45-FP060600 SPOOL - DI - 6in DIA x 60in - FLGxPE - IC/P401 25 4 46-EL029OS4 ELBOW - 304SS - 2in x 90deg - FNPT 26 1 46-EL0690DI ELBOW - DI - 6in x 90deg - FLGxFLG - IC/P401 27 1 46-TE0606DI TEE - DI - 6in - FLGxFLG - IC/P401 28 11 49-GS060000 GASKET - FLANGE - 6in 29 31 51-BT060000 JOINT WRAP - 6in - BOA TAPE 30 43.5 51-SE0101SL JOINT SEALANT - lin - CONSEAL CS -202 31 3 59-KBI206DI KOR-N-SEAL - 12in CORE x 6in DIPS PIPE 32 2 81-PG3H00QB PRESSURE GAUGE - 3.5in DIA x .25in MNPT BACK - xxx# 33 2 83-GIO60000 ISO RING - 6in DUCTILE IRON PIPE COATINGSILININGS EXTERIOR: INDURON CERAMAWRAP INTERIOR: PROTECTO 401 LINED. EXISTING SOIL TO BE COMPACTED TO 95% OF MAXIMUM RELATIVE QTY 6.31' 861/4 NOTE: STOCK NUMBERS ABOVE ARE ROMTEC UTILITIES STOCK NUMBERS. NOTE: CONTRACTOR TO SEAL ALL CONCRETE JOINTS AND PIPE PENETRATIONS WITH NON -SHRINK GROUT 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 ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. Know what's below. Call before you dig. 0 D/s U ��i, NOTE: CONTRACTOR TO SEAL ALL CONCRETE JOINTS AND PIPE PENETRATIONS WITH NON -SHRINK GROUT 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 ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. Know what's below. Call before you dig. mNN Y U W Li.l Z C -)U Zc 0 .— N�i,z U5 1 1 i V) W cr_ Z W U U m m O O wW 0-0- m m ss WW W Quo moin o 3: La L VIEW L -L SCALE 1 / 20 0114 CONCRETE INTERIOR BASE COATING: TNEMEC 434/435 PERMA-SHIELD (the coating will be after the basin and grout are installed) CONCRETE EXTERIOR COATING: TNEMEC 61 -0142- VIEW S142VIEW H -H SCALE 1 / 20 L 48 14 WET WELL FIN FLOOR ELEV.: 31 WET WELL FLOOR ELEV.: 314.50' GROUT FILL AROUND PRERC BASIN. MANTAIN CLEARANCE UP UPPER P BASE WALL TO HAVE AMERON LINING. ISOMETRIC VIEW PUMP/BASE DETAIL SCALE 1 / 20 333/16 331/8 el 1 ..,.—,- ...r-1 I 1 23 3/8 —� i. gall before you dig. V7 V) Y V W 2 W = V C.7 N 8 U� 1 t Wdiw MM 8& mm 00 WW �a �o V)(n ss WW LAJ� Q: �oo i I I { t / Iii a 0 II T Lj t1rfii J----------------------------il M -M UPPER GUIDE BAR BRACKET FOR RAISING AND LOWERING PUMPS. D'*i[AllsOlv"', Ri, UOR, 11-11 4 Know what's below. Ca I I before you dig. �cnV) xU W W U U Incm Z N Z CN >�� tr w w mm UU ad ad 00 U U W W as cm C3 N S S W W cn W Q ate— O tq 21 m ISO VIEW SCALE 1 / 12 309/16 0 J IE LIJI LL 1-1 3 it Fri SUCTION (FROM TANK) 369/16 DISCHARGE (TO WET WELL) VENT/DRAIN (TO WET WELL OR DRAIN) 1( 33 Kul PARTS LIST ITEM QTY STOCK NUMBER ItP,'ti E u 1 66-AC0000M3 WALL BRACKET - FLEX -PRO M3 {5i $ggga 1 ili' J IE LIJI LL 1-1 3 it Fri SUCTION (FROM TANK) 369/16 DISCHARGE (TO WET WELL) VENT/DRAIN (TO WET WELL OR DRAIN) 1( 33 Kul PARTS LIST ITEM QTY STOCK NUMBER DESCRIPTION 1 1 66-AC0000M3 WALL BRACKET - FLEX -PRO M3 2 1 66-ACOOHDPE WALL PLATE - HDPE 3 1 66-AC3630ST WALL PLATE - STEEL - FOR 36in x 30in ENCLOSURE 4 1 66-BPOHGRIF BACK PRESSURE VALVE - .5in - GRIFFCO M -SERIES 5 4 66-BR0000S6 BRACKET - 316SS - STANDOFF 6 1 66-CPOOTBOX ENCLOSURE - TERMINAL BOX 7 1 66-EE00120V OUTLET - DIN RAIL MOUNT 8 .0 ft 66-EEOORACE RACEWAY - lin x 1.5in 9 .0 ft 66-EEOORCCV RACEWAY COVER - lin 10 1 66-EN3630FG ENCLOSURE - FIBERGLASS - 36in x 30in x 20in 11 1 66-P00000M3 METERING PUMP - FLEX -PRO M3 12 1 66-PVOHGRIF PRESSURE RELIEF VALVE - .5in - GRIFFCO M -SERIES 13 5.3 ft 70-PPOH00P8 PIPE - PVC SCH80 - 0.5in DIA 14 4.6 ft 70-PPOHOOPC PIPE - CLEAR PVC SCH80 - 0.5in DIA 15 3 70-TTOH02P8 NIPPLE - PVC SCH80 - 0.5in DIA x 2in 16 4 71-BVOHTUP8 BALL VALVE - PVC SCH80 - 0.5in - UNION - SLIP 17 1 73-99999999 CALIBRATION COLUMN - 250mL - .5in FNPT 18 3 74-ADOH008M ADAPTER - PVC SCH80 - .5in - SLIP x MNPT 19 3 74-BKOH008S BULKHEAD FITTING - PVC SCH80 - .Sin - SLIP x FNPT 20 3 74-UNOH08SS UNION - PVC SCH80 - .5in - SLIP 21 5 74-UNOH08TS UNION - PVC SCH80 - .5in - SLIPxFNPT 22 12 76-ELOH9080 ELBOW - PVC SCH80 - .5in x 90deg - SLIP 23 3 76-TEOHOH80 TEE - PVC SCH80 - .5in - SLIP ---------------------------------------------------------- A i_ _I iA SURE I PSI) UMER ,FF '.ELIEF I PSI) .00ATION ONTRACTOR) 11/2 SCALE 1 / 3 SUCTION SHUT-OFF 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. Know what's below. Call before you dig. -:2 m 0 I '�' 0 SHUT-OFF x u R WW IL z z ,.. .00ATION ONTRACTOR) 11/2 SCALE 1 / 3 SUCTION SHUT-OFF 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. Know what's below. Call before you dig. -:2 m m V) WW z z N V) I I � Z O O mm as C-1 C.) W CL S LLj 2 K Gn r M W o =o b p TA �irwlr we��rwwnLY I rll MIN 1 ALL /'IJJLI"IVLI (2" CAMLOCK) SIGHT GLASS TANK DISCHARGE 70 CHEMFEED PANEL) & STRAPS © 2018 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. FILL ASSEM PARTS LIST ITEM QTY STOCK NUMBER DESCRIPTION 1 1 18-ACO2CLS6 DISCHARGE CLAMP - 316SS - 2in - STRUTMOUNT 2 1 18-VT0200MC VENT - MUSHROOM CAP - 2in 3 1 44-CL02ACAP DUST CAP - ALUM - 2in - CAMLOCK 4 1 44-CL02MCMT CAM LOCK - 316SS - 2in - CAM PLUG x MNPT 5 1 50-BR01CHAN BRACKET - SINGLE CHANNEL 6 3.5 ft 50-USOOOOS6 UNISTRUT - 316SS - SLOTTED 7 2 66-AD3QOHBM ADAPTER - 316SS - .75in x .5in -BARB x MNPT 8 4 66-HWANCHOR SEISMIC ANCHOR KIT 9 4 66-HWCABKIT TIE DOWN KIT - SS - .25in CABLE 10 1 66-PP3QWRFX FLEX HOSE - .75in DIA - WEAR RESISTANT 11 1 66-TK999999 TANK - XLPE - gal 12 0.7 ft 70-PP0100P8 PIPE - PVC SCH80 - lin DIA 13 5.6 ft 70-PP020OP8 PIPE - PVC SCH80 - 2in DIA 14 0.2 ft 70-PPOHOOP8 PIPE - PVC SCH80 - 0.5in DIA 15 0.7 ft 70-PP3QOOP8 PIPE - PVC SCH80 - 0.75in DIA 16 5.0 ft 70-PP3QOOPC PIPE - CLEAR PVC SCH80 - 0.75in DIA 17 1 71-BV0ITUP8 BALL VALVE - PVC SCH80 - lin - UNION - SLIP 18 1 71-BV02TUP8 BALL VALVE - PVC SCH80 - 2in - UNION - SLIP 19 1 71-BVOHTUP8 BALL VALVE - PVC SCH80 - 0.5in - UNION - SLIP 20 1 71-BV3QTUP8 BALL VALVE - PVC SCH80 - 0.75in - UNION - SLIP 21 1 74-AD02008M ADAPTER - PVC SCH80 - 2in - SLIP x MNTP 22 3 74-BK02008S BULKHEAD FITTING - PVC SCH80 - 2in - SLIP 23 1 74-BK3QO08S BULKHEAD FITTING - PVC SCH80 - .75in - SLIP 24 1 74-UN3QO8SS UNION - PVC SCH80 - .75in - SLIP 25 3 76-EL029080 ELBOW - PVC SCH80 - 2in x 90deg - SLIP 26 1 76-ELOH9080 ELBOW - PVC SCH80 - .5in x 90deg - SLIP X FNPT 27 1 76-EL3Q9080 ELBOW - PVC SCH80 - .75in x 90deg - SLIP 28 1 76-TE010180 TEE - PVC SCH80 - lin - SLIP 29 1 76-TE013Q80 TEE - PVC SCH80 - lin x .75in - SLIP 30 1 78-BHOlOH80 BUSHING - PVC SCH80 - lin x .5in - SPIG x SLIP 31 1 78-BHO20180 BUSHING - PVC SCH80 - 2in x lin - SPIG x SLIP 8" MIN FROM ANCHOR TO PAD EDGE SEE SHEET 13 FOR SLAB DETAIL. D EPDXY AN0 WARE PROVID BY CONTRACT, "',C `'''SEL, POWDER COATED SEISMIC ANCHOR SCALE 1 / 3 3W SHACKLE f l a �. D 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. wv 1 c: ALL k,HSKETS AND SEALS TO BE FKM (VITON) 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 ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. Know what's below. Call before you dig. mcncn Y U Ww Z�Z o�-N Ld 6 W :m:m 8 U Ca C6 00 c_>� W W 0-a 00 WW N N SS W W W � � O 48OY/277V, 3PH SERVVIICE 1 I BOND NEUTRAL Q AT SERVICE I 0. x 45KW > 480Y/277V/3PH/6OHZ v �Qa CUMMINS GENERATOR p NATURAL GAS 150A AT NEMA 3R GENERATOR RECEPTACLE LIFT STATION CONTROL PANEL 10OA —� 100A ._.._ 18KAIC ►—X SQUARED HDL36100 I 10KAIC I 65KAIC I 65KAIC I 10KAIC 5A ) SQUARE -D 30A SQUARE -D 30A SQUARE -D 6A SQUARED MGN61360 HJL3603OM71 HJL3603OM71 MGN61350 CPT FVNR FVNR FVNR — 480-120 AC AC AC d L5KVA /4 H 14.8 HP 4.8 HP Ell 121 DISCONNECT PANEL W/CABLE GLANDS M \( M }\ \( M )\ AC BLOWER AC PUMP AC PUMP 3/4 HP 14.8 HP 14.8 HP 480 VAC 480 VAC 480 VAC 1.6 A 19.9 A 19.9 A 3330 RPM 1800 RPM 1800 RPM ODOR CONTROL SUBMERSABLE SUBMERSABLE GENERAL NOTES: 1. PRELIMINARY DRAWINGS AND NOTES PROVIDED FOR ESTIMATING PURPOSES ONLY. NOT FOR CONSTRUCTION. 2. EQUIPMENT SHOWN GRAYED OUT IS SUPPLIED BY OTHERS. 3. ALL ITEMS RELATED TO THE ELECTRICAL SERVICE SUCH AS SERVICE CONDUIT, CONDUCTORS, DUCT, PAD MOUNT, RISERS, PULL BOXES, FITTINGS, PERMITS, FEES, AND PROTECTIVE MINI -POWER CENTER COVERING FROM THE SERVICE POINT LOCATION SHALL BE VERIFIED WITH THE SERVING UTILITY 4. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING UTILITY, NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES. 5. THE ELECTRICAL CONTRACTOR SHALL SUPPLY ALL ELECTRICAL CONDUIT, WIRE, FASTENERS AND FITTINGS. 6. THE ELECTRICAL CONTRACTOR SHALL SUPPLY THE UTILITY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. 7. ROUTE CONTROL WIRING SEPARATE FROM POWER WIRING. KEYED NOTES O INSTALL METHOD OF MAIN SERVICE DISCONNECT OR FEEDER WITH OVERCURRENT PROTECTION FROM EXISTING SOURCE. 6/4/2019 a Q o�oro3o s��w �--g�z SAO F NO -In oJJ�y� mQNZ!-�R ELECTRICAL SHEET E3 Know what's below. Call before you dig. m � N VU W = = v V zV) � i 1 W Of w w a 8 m am O O U C7 w Lu as u_1 Lu m� W =o � 0 0 60'H X 60'W X 18'D W/12' LEG KIT NOTE: 1. SET MAXIMUM HEIGHT OF OPERATOR INTERFACE SCREEN TO 4'-11' TO CENTER. C ----------- ro of i; o� gl CB4 CBz - • i I PEACEMAKER° CONVERTING SCRUBBER MODEL: 5X5 VBW- b FAN F44 /0?,Oj ra• • e ••� /. ('• '.•�: •r .1 �r= f� (� I°Z1 tm o TB4 TBS TB6 TRL 7W L23 ------------------- BOTTOM VIEW 0 10-j —LO GR1 �u ANGLE AV= ANGLE 8Wc RIGHT SIDE VIEW BACK PLATE VIEW 0 GR1 MUM AAMW ANGLE BOX �i w NO. EE5S rn Eq, 6/30/2019 `. `OT R 161 6/4/2019 THE ENCLOSURE SHOWN REPRESENTS THE INTENT OF THE DESIGN. OFTEN THE ENCLOSURE SIZE AND LAYOUT MUST CHANGE TO ACCOMMODATE THE REQUIRED COMPONENTS AND FINAL DESIGN. PLEASE CONTACT ROMTEC UTILMES TO OBTAIN ACTUAL AS—BUILT DRAWINGS BEFORE INSTALLATION. 6/4/2019 NOTE: D❑ NOT INSTALL CONDUITS WITHIN 2' OF THE EDGES OF THE PANEL, _ 0 ca N n 0 ELECnUCALSHEEi 1 E4 i 0 K N N n A cin o �e aY1i oalkga�Fr,Z^� , PEACEMAKER° CONVERTING SCRUBBER MODEL: 5X5 VBW- b FAN F44 /0?,Oj ra• • e ••� /. ('• '.•�: •r .1 01A i.. V . i IC I 12' 11P � • � I � � � e r VBW-6 FAN 6" FLANGE n » � 7 ., BOTTOM VIEW 0 10-j —LO GR1 �u ANGLE AV= ANGLE 8Wc RIGHT SIDE VIEW BACK PLATE VIEW 0 GR1 MUM AAMW ANGLE BOX �i w NO. EE5S rn Eq, 6/30/2019 `. `OT R 161 6/4/2019 THE ENCLOSURE SHOWN REPRESENTS THE INTENT OF THE DESIGN. OFTEN THE ENCLOSURE SIZE AND LAYOUT MUST CHANGE TO ACCOMMODATE THE REQUIRED COMPONENTS AND FINAL DESIGN. PLEASE CONTACT ROMTEC UTILMES TO OBTAIN ACTUAL AS—BUILT DRAWINGS BEFORE INSTALLATION. 6/4/2019 NOTE: D❑ NOT INSTALL CONDUITS WITHIN 2' OF THE EDGES OF THE PANEL, _ 0 ca N n 0 ELECnUCALSHEEi 1 E4 i 0 K N N n A cin o �e aY1i oalkga�Fr,Z^� ODOR CONTROL UNIT SLAB dol .1 , PEACEMAKER° CONVERTING SCRUBBER MODEL: 5X5 VBW- b FAN ra• • e ••� /. ('• '.•�: •r .1 TOP VIEW SIDE VIEW i.. V . i IC I 12' 11P � • � I � � � e r VBW-6 FAN 6" FLANGE n » � 7 ., s1" 9" 67" s• aairt U) C/7 1/2" DRAIN PLUG i 12 O C., EA WAY, Syneco Systems, Inc. 6" INFLUENT COUPLING Tel: (952) 927-9215 Fax: (952) 927-9224 O U.J Z E-mail: sales@synecosystems,com MOUNT GENERATOR TO CONCRETE FOUNDATION web: www.synecosystems.com w g ODOR CONTROL UNIT SLAB dol .1 , f 114' •1• ra• • e ••� /. ('• '.•�: •r .1 Z i.. V . i 6'-0' 12' 11P � • � I � � � e #, ®12' O.C., EA. WAY, TOP AND BOTTOM ODOR CONTROL UNIT - PAD DETAIL Scale: 1"=2' BASED ON EQUIPMENT FURNISHED STANBY GENERATOR W/ SOUND ENCLOSURE PROVIDED AS PART OF ROMTEC UTILITIES PACKAGE SLAB FOR , FUTURE CHEMICAL FEED STORAGE TANK FOR Z ODOR CONTROL UNIT 6'-0' 12' 11P � • � I � � � e r LU .. '♦ :11 ty. r:y3• s .. to iV #• 0 18. O.C., EA. WAY, CENTER IN SLAB 6, FUTURE CHEMICAL STORAGE TANK - PAD DETAIL Scale: V=2' ELECTRICAL SHEET E5 GENERATOR PAD DETAIL N.T.S. ESSI No.' sr clvll �P OF CALF DATE: _ _ _ _ _ -.,! NOTE: CIVIL ENGINEER SIGNATURE IS FOR ODOR CONTROL, CHEMICAL STORAGE TANK & GENERATOR PAD DETAILS. rbkZ RAV � y�va' Know what's below. Call before you dig. I.' CITY RECORDS NO: M Q O It U 00 W O (n v N � W Y Q M o�l Uj w w z cD z w _J v z o' 0 z J CO SEE DETAIL Z I: I 12' 11P � • � I � � � e LU z ., 2:O U) C/7 Q i 12 O C., EA WAY, �i TOP AND BOTTOM 3' O U.J Z MOUNT GENERATOR TO CONCRETE FOUNDATION V w w g I » » WITH 316 S.S. CAST—IN—PLACE ANCHOR BOLTS DETAIL A e 0 v �- OR EPDXY ANCHORS. SIZE, LOCATION AND � YEMBEDMENT ad O O PER GENSET MANUFACTURER. = m z CD OV 3�a NOTE: _ O CONFIRM CONDUIT STUB—UP LOCATIONS M � 1 WITH GENERATOR SKID SHOP DRAWING V) 0 PRIOR TO CONSTRUCTION. ELECTRICAL SHEET E5 GENERATOR PAD DETAIL N.T.S. ESSI No.' sr clvll �P OF CALF DATE: _ _ _ _ _ -.,! NOTE: CIVIL ENGINEER SIGNATURE IS FOR ODOR CONTROL, CHEMICAL STORAGE TANK & GENERATOR PAD DETAILS. rbkZ RAV � y�va' Know what's below. Call before you dig. I.' CITY RECORDS NO: M Q O It U 00 W O (n v N � W Y Q M o�l Uj w w z cD z w _J v z o' 0 z J CO W V Z I: 4 ., U) C/7 Q 0 e v �- � ad O O J UU WZ WW 3�a W O M � 3 V) 0 <' ;z 0.-N to t i LU w 8 8 cd cd O O U U d d 00 U)� 5-.5- U-1 W Of O� W ¢^— c? O Co CO W V Z I: 4 ., �--� Q 0 e v �- � ad O O J UU WZ r ` 3�a W O M � 3 0 <' CO W V I: ELECTRIC NOTES: 1. INCOMING POWER 6. COMMUNICATIONS 480V 3 PHASE POWER PRIMARY COMMUNICATION UNIT. — DIGI TRANSPORT RADIO MODEM W/YAGI ANTENNA 2. METER MAIN SECONDARY COMMUNICATION UNIT. POWER UTILITY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. METER BASE — DIALOG SCOUT AUTODIALER W/CELLULAR MUST CONFORM TO THE LOCAL SERVICE PROVIDERS REQUIREMENTS. PROVIDE METHOD OF MAIN SERVICE DISCONNECT, MOUNTED AS A SEPARATE ENCLOSURE IN COMPLIANCE WITH NEC, STATE, AND LOCAL ELECTRICAL CODES. 7. PUMP DISCONNECT PANEL NEMA 4X STAINLESS STEEL 30" X 30" X 8" 3. AUTOMATIC TRANSFER SWITCH CABLE GLANDS NEMA 3R, 150A 4. GENERATOR C45 N6 45KW, 480V/3PH NATURAL GAS GENERATOR WITH SOUND ATTENUATED ENCLOSURE 8. BACK—UP LEVEL CONTROL MOUNTED AS A SEPARATE PIECE OF EQUIPMENT IN COMPLIANCE WITH — (3) NOLTA MS1 FLOATS NEC, STATE, AND LOCAL ELECTRICAL CODE. PERMITS AND FEES FOR COMPLIANCE OF ALL LOCAL ORDINANCES ARE NOT INCLUDED. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO PULL PERMITS FOR COMPLIANCE. IT IS THE RESPONSIBILITY OF THE OWNER/CUSTOMER TO ASSURE THAT FACTORS SUCH AS SHORT AND LONG TERM POWER REQUIREMENTS, POWER STABILITY UNDER VARYING LOADS, OR POSSIBLE FUTURE EXPANSION ARE BE TAKEN INTO ACCOUNT WHEN DETERMINING THE NECESSARY CAPACITY OF THE GENERATOR. 5. LIFT STATION CONTROL PANEL POWER CONFIGURATION: THREE PHASE INCOMING POWER DUPLEX PUMP CONTROL PANEL PRIMARY CONTROLLER: — SIEMENS LC -150 CONTROL PANELS ARE UL LISTED AS A COMPLETE CONTROL PANEL. ENCLOSURE: — NEMA 3R STAINLESS STEEL ENCLOSURE — 60"H X 60"W X 18""D — 12" LEG KIT. — FLOOR MOUNT OPTIONS: • 9. PRIMARY LEVEL CONTROL — SIEMENS (A10001 PRESSURE TRANSDUCER) PRIMARY LEVEL CONTROL IS USED FOR ALL OPERATIONAL POINTS WITHIN THE WET WELL. — PUMP STOP POINT — LEAD PUMP START POINT — LAG PUMP START POINT — HIGH LEVEL ALARM 10. DUPLEX PUMP CONFIGURATION HYDROSTAL SUBMERSIBLE PUMPS. — E5K—L — 480V/3PH/60HZ — 14.8HP — 19.9FLA 6/4/2019 N Q 0 z ffi OHM - o g 2 5012iMw a��so� H (nO w g 0Z H O w J cn UU-5L J uj x (� Lu J _ Q _j a.. mw 0 ELECTRICAL SHEET E1 HIGHGATE COMMUNITY ROAD CONDUIT SCHEDULE GENERAL NOTES: 1. THE PROJECT SITE ENGINEER AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR ALL ASPECTS OF THIS PROJECT. ROMTEC UTILITIES OFFERS THIS INFORMATION TO CLARIFY OUR PRODUCT OFFERING. THIS INFORMATION REFLECTS A TYPICAL PROJECT. PLEASE REFER TO THE PROJECT ENGINEER'S SITE PLANS AND ELECTRICAL LAYOUT FOR THE SPECIFIC DETAILS. THE PROJECT ENGINEER'S PLANS, SPECIFICATIONS AND THE APPROVED SUBMITTAL DOCUMENTS SHALL GOVERN ALL WORK. 2. ROMTEC UTILITIES DOES NOT PROVIDE CORED HOLES INTO THE WET WELL FOR ELECTRICAL CONDUIT RUNS. THE ELECTRICALLY RELATED CORED HOLES INTO THE WET WELL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ELECTRICIAN. 3. ALL CONDUCTORS SHALL BE XHHW-2 COPPER CONDUCTORS UNLESS OTHERWISE NOTED. 4. ALL CONDUITS TO THE WET WELL AND VALVE VAULT SHALL BE PVC COATED RIGID METAL CONDUIT IF APPLICABLE. 5. KOPR—SHETLD COMPOUND OR EQUIVALENT SHALL BE USED ON ALL THREADED CONDUIT CONNECTIONS. 6. ALL UNDERGROUND RIGID METAL CONDUIT ELBOWS SHALL BE OF THE LARGE RADIUS TYPE. 7. ALL ITEMS RELATED TO THE ELECTRICAL SERVICE SUCH AS SERVICE CONDUIT, CONDUCTORS, DUCT, PAD MOUNT, RISERS, PULL BOXES, FITTINGS, PERMITS, FEES, AND PROTECTIVE COVERING FROM THE SERVICE POINT LOCATION SHALL BE VERIFIED WITH THE SERVING UTILITY. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING UTILITY, NATIONAL ELECTRICAL CODE, STATE AND LOCAL ELECTRICAL CODES. 8. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL ELECTRICAL CONDUIT , WIRE, AND FITTINGS UNLESS OTHERWISE NOTED. 9. THE ELECTRICAL CONTRACTOR SHALL SUPPLY THE UTILITY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. 10. YARD LIGHT, BASE AND POLE, SUPPLY AND INSTALLATION BY ELECTRICAL a CONTRACTOR. o 11. THIS CONDUIT AND WIRE SCHEDULE REPRESENTS THE FIELD WIRING FROM o ROMTEC UTILITIES SUPPLIED CONTROL PANEL TO ROMTEC UTILITIES SUPPLIED FIELD DEVICES. OTHER SITE WIRING AND CONDUIT NOT SHOWN. 6/4/2019 ��S�go��k3k�a �'j,'�ag�3�5a5uuB$ h to LLJ 77 � 00 2: o Z w Ow U- U_ Lu dS ELECTRICAL SHEET E12 w 1- isMr3l :k 1O�Z a �a�'gm��ffiti CONDUIT/ CABLE WIRE FROM TO WIRE CONDUIT/ CABLE No, Size I.D. No TYPE/SIZE CLR WIRE NO MCC/PNL TERM TERM N❑ NO PNL/DEVICE WIRE NO CLR TYPE/SIZE I.D, NO.SIZE No, 1 1" v� PUMP 1 XHHW-2/#10 BRN w� CONTROL PANEL DISCONNECT PANEL z�;Z XHHW-2/#10 ORG o.- N XHHW-2/#10 YELL FnI I 5�w�2 XHHW-2/#10 GRN a== 2 1" PUMP 2 XHHW-2/#10 BRN CONTROL PANEL DISCONNECT PANEL �m XHHW-2/#10 ORG 00 XHHW-2/#10 YELL �W XHHW-2/#10 GRN 00 ss wW 3 3/4" CONTROL PANEL � DISCONNECT PANEL W Q�s XHHW-2/#14 BLU PUMP 1 PTC CIRCUIT O Q 0 XHHW-2/#14 BLU PUMP 1 BIMETAL SWITCH XHHW-2/#14 BLU PUMP 1 MOISTURE PROBE XHHW-2/#14 BLU PUMP 2 PTC CIRCUIT XHHW-2/#14 BLU PUMP 2 BIMETAL SWITCH XHHW-2/#14 BLU PUMP 2 MOISTURE PROBE XHHW-2/#14 BLU HIGH/HIGH LEVEL FLOAT XHHW-2/#14 BLU HIGH LEVEL FLOAT XHHW-2/#14 BLU ALARM LEVEL FLOAT XHHW-2/#14 BLU WW INTRUSION XHHW-2/#14 BLU -24VDC XHHW-2/#14 BLU SPARE XHHW-2/#14 BLU SPARE XHHW-2/#14 BLU SPARE XHHW-2/#14 GRN Lu No. EE 158 r Exp, 6/30/2019 ` yA'` ` 6/4/2019 ELECTRICAL SHEET E12 w 1- isMr3l :k 1O�Z a �a�'gm��ffiti v� w� z�;Z o.- N FnI I 5�w�2 a== 00 �m 00 �W aa. 00 ss wW � W Q�s O Q 0 I 1/ o S (J I� = I 12 o= W �0 oLn z 0 I i z I o� z 4 i O 1 N j N w o�� i I W••� a I CZCY aO�U O ao V �O s�o j ��4owmZ� P co m "s�sa� oZ€o88s V it 0 a ©M���oaa� o = Z u m f I J Q o j feU �� j w v to 000 0�'M �� I Y=�� ! � ZB;g I j o ., m Z l_W":g movh w co m m lug a v J e— Q VI ovhi t-�vW �� O li co o� f g�wE I O to zm �i�� N W W NO W 1 90) W d 1 I n ( L -!M U j o � i i j i I ! I Z � ` O w OW tL _ ( w c/� C6 S rrl Q u ( uj W W ! a Y c Exp, 6/30/2019 = m m Z ECT OF ELECTRICAL SHEET ELECTRICALSHEEi 6/4/2019 Era E8 I - i i I I m � I � i j IUJ o I 0 0 1 I I W i o i j 1 N i ry � U ¢ I I �F} Y�OZEP, q i W � � U f I �v1zY O ex Ix U OOU ; €o>�� ~ of-or�d3 F w z� o coq I piflUs-ff J .9'UHm 56 iH5882 �UJ o W ~i O i mT j N N i c'7i VWO i o t�j o j °6 �3 w p W O p W Z= Z= Ow Op O� Op U u UW U w UW 3 �" cn °zS = No. EE 158 r� w cn _ U No. EE 158 r� U t— v ui Lu Lu Lu Ln Exp, 6/30/2019 m I Up, 6/30/2019 m `CTS T I I ELECTRICAL SHEET ELECTRICAL SHEET I 6/4/2019 E9 i 6/4/2019 Ell h- I IU I LO Ew-'. .. v� �:I v k L v s CITY RECORDS NO: CONDUIT/ WIRE FROM T❑ WIRE CONDUIT/ CABLE CABLE I.D. WIRE TERM TERM WIRE I.D. No, Size No TYPE/SIZE CLR N❑ MCC/PNL N❑ N❑ PNL/DEVICE N❑ CLR TYPE/SIZE N❑ SIZE No, 4 3/4" CONTROL PANEL DISCONNECT PANEL BELDEN RED WET WELL TRANSDUCER C+) 9318 BLK WET WELL TRANSDUCER C-) SHLD 5 3/4" CONTROL PANEL DISCONNECT PANEL XHHW-2/#12 RED CONTROL POWER XHHW-2/#12 WHT XHHW-2!#i2 GRN 6 CABLE PUMP 1 TRAY MFG T1 DISCONNECT PANEL WET WELL CABLES T2 4x25mm2 T3 ,69" DIA, GRD 5X1,Smm2 1 "K2" BIMETALLIC SWITCH .44 DIA, 2 "K2" BIMETALLIC SWITCH 3 GROUND 4 "K1" PTC LIMITER 5 "K1" PTC LIMITER 4X1.5mm2 1 SEAL PROBE .44 DIA, 2 GRD 3 N/C 4 N/C w N4. EEW1 �8 CONDUIT/ WIRE FROM T❑ WIRE CONDUIT/ CABLE CABLE I.D. WIRE TERM TERM WIRE I.D. No, Size No TYPE/SIZE CLR N❑ MCC/PNL N❑ N❑ PNL/DEVICE N❑ CLR TYPE/SIZE N❑ SIZE No. � CABLE PUMP 2 TRAY MFG T1 DISCONNECT PANEL WET WELL CABLES T2 4x25mm2 T3 .69" DIA, GRD 5X1,5mm2 1 "K2" BIMETALLIC SWITCH .44 DIA, 2 "K2" BIMETALLIC SWITCH 3 GROUND 4 "K1" PTC LIMITER 5 "K1" PTC LIMITER 4X1,5mm2 1 SEAL PROBE .44 DIA, 2 GRD 3 N/C 4 N/C 8 CABLE DISCONNECT PANEL WET WELL TRAY MFG CABLE BLK HIGH/HIGH FLOAT .25 DIA, BRN HIGH/HIGH FLOAT GRY N/C MFG CABLE BLK HIGH FLOAT .25 DIA, BRN HIGH FLOAT GRY N/C MFG CABLE BLK STOP/ALARM FLOAT .25 DIA, BRN STOP/ALARM FLOAT GRY NC MFG CABLE RED LEVEL TRANSDUCER .25 DIA, BLK LEVEL TRANSDUCER SHLD CONDUIT/ WIRE FROM T❑ WIRE CONDUIT/ CABLE CABLE I.D. WIRE TERM TERM WIRE I.D. No. Size No TYPE/SIZE CLR N❑ MCC/PNL N❑, N❑, PNL/DEVICE N❑ CLR TYPE/SIZE N❑ SIZE No, 9 3/4" CONTROL PANEL GENERATOR XHHW-2/#14 BLU +24VDC XHHW-2/#14 BLU GENERATOR RUNNING XHHW-2/#i4 BLU GENERATOR FAIL XHHW-2/#14 BLU GENERATOR WARNING XHHW-2/#14 BLU SPARE XHHW-2!#14 GRN CONTROL PANEL AUTOMATIC TRANSFER SWITCH 10 3/4" XHHW-2/#14 BLU +24VDC XHHW-2/#14 BLU EMERGENCY POWER XHHW-2/#14 BLU NORMAL POWER XHHW-2/#14 GRN CONTROL PANEL ODOR CONTROL BLOWER 11 3/4" XHHW-2/#14 BLK TI XHHW-2/#14 ❑RG T2 XHHW-2/#14 YEL T3 XHHW-2/#14 GRN GRD w N�. EE 1 �8 Exp, 6/30/2019 � 6/4/2019 CONDUIT/ WIRE FROM T❑ WIRE CONDUIT/ CABLE CABLE I.D. WIRE TERM TERM WIRE I.D. No, Size No TYPE/SIZE CLR N❑ ..MCC/PNL N❑ N❑ PNL/DEVICE N❑ CLR TYPE/SIZE N❑ SIZE No, 12 2-1/2 GENERATOR ATS XHHW-2 #4 BRN XHHW-2 #4 ❑RG XHHW-2 #4 YEL XHHW-2 #4 GRY XHHW-2 #8 GRN 13 3/4" LIGHTING PANEL LP1-2 YARD LIGHT XHHW-2 #12 RED XHHW-2 #12 WHT XHHW-2 #12 GRN 14 3/4" LIGHTING PANEL LP1-4 CONVENIENCE OUTLET XHHW-2 #12 RED XHHW-2 #12 WHT XHHW-2 #12 GRN 15 3/4" LIGHTING PANEL LP1-1 GEN mNN Y � W 2 La.l U U N eN— WIZ �o mm CJ CJ as oW ss Quo moo HEATER XHHW-2 #12 RED XHHW-2 #12 WHT XHHW-2 #12 GRN mNN Y � W 2 La.l U U N eN— WIZ �o mm CJ CJ as oW ss Quo moo © 2018 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. IS BY THE Z, NOT ROMTEC U WILL HAV THE DOWN FO) =S DOES Nt DESIGN THE FOUNDATION SLAB FOR THE SHELTER. 2—POST S Parts List ITEM QTY STOCK NUMBER DESCRIPTION 1 2 3/41n X 6in HEX BOLT - UNC 7 17 SlRin 14FY NI IT - 1 INC W W S U S U Z (j z p�N W W m :m U U aD CO O O ci v �of a -a 00 WW W� Q�s moo I I I I I I I I I I I I CONDUIT CENTER LINE mENTRANCE I I O ftoo I SERVICE 0 NTRANCE ,AW II ,_ a I — �, 10 I 0 O o „35 I � O ` o ,00 15m- np ,aa#c0, 1UG 11 ' 1 0 ZanU LJ I I I I I #I l n'__ n" n\/F-Q A I I Qnr)F7INI� FRONT VIEW 2018 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. NOTE: VERIFY UTILITY METERING EQUIPMENT DIMENSIONS BEFORE INSTALLING CONDUITS. BACK VIEW Q- (.`- 1,4 {{ z Know what's below. Call before you dig. LEVEL CONTROL MAIN SENSING WIRING POWER & '3m N 7A5 17.2S M�xso o ,00 15m- np ,aa#c0, 1UG 11 ' 1 0 ZanU LJ I I I I I #I l n'__ n" n\/F-Q A I I Qnr)F7INI� FRONT VIEW 2018 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. NOTE: VERIFY UTILITY METERING EQUIPMENT DIMENSIONS BEFORE INSTALLING CONDUITS. BACK VIEW Q- (.`- 1,4 {{ z Know what's below. Call before you dig. mmm N CIO j5 w w � v N Z z Q. -N In 1 1 W ~ � U U cm cm O O ci Ci w w 0 0 w w S 5 w w rn rn =o p O O 140 "k ' \ _ I I I I I I I I I I I 12.00 CONDUIT -Z-n1-rn n ninr- c0 2018 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. -13.00 i 1 4.00 L 1 15.00 2.75 O 10.09 I �cc I I 1 I I 2.00 I I I I I I I I I I I I I I I I I I I I I I I) I 101 011 r 461C, if ?"C: j i LJ, tLJ- Know what's below. Call before you dig. Y U W 2= W vC..) zv~iz Z UZ U U mm O O C3 v w W 0-0- C1 0 N S S rn rn w Q r O O p