Loading...
HomeMy WebLinkAbout5.2-12062 Sewer Lift Station�7T APPRO ED BY. - A. PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE GREGG R. STRAKALUSE RCE 58663 REVIEWED BY. Ooze - DEPUTY PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART J. PATTESON RCE 44898 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT CENTERLINE INTERSECTION OF SOUTH HEATH ROAD ,AND STOCKDALE RANCH DRIVE. ELEVATION= 350.15 (CITY DATUM) PER PARCEL MAP 12062-2 MONUMENT ELEVATION MAP. BASIS OF BEARINGS! THE THE BEARING OF N 10012'20" E ALONG THE CENTERUINE OF SOUTH HEATH ROAD AS SHOWN ON PARCEL MAP 12062-2, RECORDED MARCH 7, 2017 IN BOOK 60 OF PARCEL MIAPS AT PAGE 1531 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPILON- BEING A PORTION OF PARCEL 2 OF PARCEL MAP WAIVER NO. 21-0206 AS EVIDENCED PER CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 29, 2021 AS DOCUMENT NO. 221184637 O.R.2 ALSO BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.B.&M. IN THE'CITY OF BAKERSFIELD, COUNTY OF KERN,, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH RIGHT—OF—WAY LINE OF STOCKDALE RANCH DRIVE AND THE WEST LINE OF THE WESTSIDE PARKWAY, AS EVIDENCED BY A 2" I.P. MORTAR FILLED AND TAG MARKED "RCE 33448", SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE NORTHEASTERLY AND TO WHICH POINT A RADIAL LINE BEARS SOUTH 40*09'34" EAST, AND THE TRUE POINT OF BEGINNING., THENCE (1) CONTINUING SOUTHWESTERLY ALONG SAID CURVE (ALSO BEING THE NORTH RIGHT—OF—WAY LINE OF SAID WESTSIDE PARKWAY ALIGNMENT) THROUGH A CENTRAL ANGLE OF 01.30,45 AN ARC LENGTH OF 129..'233" THENCE (2) N 38-27109" W, A DISTANCE OF 8 3. 6 f", F �_T-,;�- THENCE (3) N 10-18'30" E, A DISTANCE OF 61.71 FEET TO A POINT ON A NON —TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1455.00 FEET, (ALSO BEING THE SOUTH RIGHT—OF—WAY LINE OF STOCKDALE RANCH DRIVE) FROM WHICH THE RADIUS POINT BEARS N 14'30t29 'I W. THEN CE, (4) SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05-4848 AN ARC LENGTH OF 147.63 FEET TO THE POINT OF BEGINNING. CONTAINING 10,141 SQUARE FEET MORE OR LESS n uj =) bi :D adz: 0 uj CD uj m ui 0 < < STOCKDALE HIGH AY U-J uj < uj z < A X u :z RANCH >1 uj < ro AL,E- '0� -N- o 0 PROJECT SITE CROSS VALLEY CANAL SECTI ON 4 SECTION 3 VICINITY MAP NO SCALE a 11 a we m :19012 . ... ...... OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG GENERAL LIST OF IMPROVEMENTS 0 mill ----------DESCRIPTION HIDROSTAL E5K-LM PUMPS-15 HP EA., ALL PIPING, GUIDE RAILS, CONTROLS & FITTINGS PRECAST VALVE VAULT W/ H20 HATCH INCLUDING ALL PIPING & FITTINGS 8" CHECK I VALVE-LEIVEIR_ &,-WEIGHT (SHORT PIVOT) 8" PLUG VALVE -GEARED OP NUT 6" PLUG VALVE 2 PVC-DRAINBACK VALVE, ALL PIPING AND FIT TINGS 96"0 WET WELL WITH H20 HATCH, TRIPLEX 400 AMP, 3 PHASE AUTO TRANSFER SWITCH (UNDER LOAD) NEMA 3R STAINLESS STEEL, 48OV/3PH, TRIPLEX CONTROL PANEL WITH SHADE STRUCTURE AND CONCRETE PAD DUEL ASSEMBLY FLOOD LIGHT ON CON-CRE-TE FOUNDATION 12" DISCHARGE FORCE MAIN MANIFOLD WITH F1 -TINGS RAISE MANHOLE TO GRADE & INSTALL 36"0 COMPOSITE FRAME & COVER 11"Imumll MY PAD MOUNT ELECTRICAL TRANSFORMER WITH BOLLARD PROTECTION ITS 0 1" RP BACKFLOW DEVICE IMIMing mm I 10' X 12' STORAGE SHED & FOUNDA11ON 6"0 PRESSURE CLEANOUT COMPLETE SITE ELECTRIC SYSTEM- 18" PVC GRAVITY SEWER PIPE NOTE TO CONTRACTOR CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THESE PLANS, THE CURRENT EDITION CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL SEWER LIFT STATION STANDARDS APPENDIX, AND THE ROMTEC UTILITIES SCOPE AND SUPPLY PACKAGE FOR THIS LIFT STATION. ROMTEC UTILITIES IS THE SUPPLIER OF THE PACKAGE LIFT STATION COMPONENTS, IN ACCORDANCE WITH THE PLANS AND 'THE SCOPE AND SUPPLY PACKAGE.. ALL MATERIALS, STRUCTURES, EQUIPMENT NOT PROVIDE BY ROMTEC UTILITIES REQUIRED FOR A COMPLETE INSTALLATION OF THE LIFT STATION SHALL BE PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL LIFT STATION, INSPECTED AND COMMISSIONED FOR USE. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND EQUIPMENT NECESSARY TO EXCAVATE AND LOWER THE WET WELL COMPONENTS INTO THE EXCAVATION SAFELY. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLUMBING & ELECTRICAL CONNECTIONS AND INSTALLATION, INCLUDING ALL COATINGS AND WRAPPINGS NOT FACTORY COMPLETED. ALL ITEMS NOTED AS 'PROVIDED BY OTHERS" ON ROMTEC UTILITIES PLANS SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE PROJECT IS COMPLETED AS SPECIFIED. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE CITY OF BAKERSFIELD AND OBTAIN ALL PERMITS REQUIRED. CONTRACTOR SHALL CONSTRUCT OR INSTALL ALL STRUCTURES (INCLUDING THE SH ' ED AND THE SHADE STRUCTURE), WATER LINES, STORM DRAIN LINES, SEWER I-INES, ELECTRICAL LINES, GAS LINES, AND ALL OTHER BOTH ABOVE AND BELOW GRADE AS REQUIRED FOR A COMPLETE INSTALLATION OF THE LIFT STATION. ROMTEC UTILITIES WILL NOT INSTALL ANY OF THE COMPONENTS ON THE PROJECT SITE. A ROMTEC UTILITIES REPRESENTATIVE WILL PROVIDE TECHNICAL ASSISTANCE ON THE DAY OF - INSTALLATION OF ROMTEC UTILITIES SUPPLIED COMPONENTS TO ANSWER ANY QUESTIONS THAT MAY ARISE. THE CONTRACTOR SHALL AGREE TO WORKING WITH ROMTEC UTILITIES' SCOPE AND SUPPLY AND COMPLETE THE PROJECT IN ACCORDANCE WITH� CITY REQUIREMENTS. ALL QUESTIONS RELATED TO ROMTEC UTILITIES' SUPPLY SCOPE SHALL BE DIRECTED TO ROMTEC UTILITIES BY THE CONTRACTOR. DEVELOPER SHALL MAKE APPLICATION AND PAY ALL UTILITY COMPANY FEES FOR WATER SERVICE, GAS, AND ELECTRICAL APPLICATIONS. THE DEVELOPER SHALL BE RESPONSIBLE TO ASSURE THE PROJECT IS COMPLETE AS SPECIFIED. SHEET No.INDEX (M TITLE SHEET M GENERAL* NOTES - SPECIFICATIONS (M LIFT STATION SITE PLAN (�D LIFT STATION DETAILS M LIFT STATION DETAILS (9D LAYOUT DRAWIm, (RD SYSTEM DRAWING M WET WELL COMPONENTS VALVE VAULT COMPONENTS MANIFOLD COMPONENTS MECHANICAL NOTES El - ELECTRICAL NOTES E2 - ELECTRICAL NOTES E3 - ONE LINE DIAGRAM Ca 'E4 - ENCLOSURE LAYOUT E5 - CONTROL ENCLOSURE E6 - DISCONNECT ENCLOSURE E7 - WIRE & CONDUIT SCHEDULE E8'- WIRE & CONDUIT SCHEDULE E9 WIRE & CONDUIT SCHEDULE E10 WIRE & CONDUIT SCHEDULE Ell WIRE & CONDUIT SCHEDULE E12 WIRE & CONDUIT SCHEDULE NOTES ELECTRICAL SITE PLAN MANUAL TRANSFER SWITCH DETAIL ZD LINE DIAGRAM (AD Gl - GENERAL NOTES & SYMBOL LEGEND, G2 - DESIGN CRITERIA & CODE SUMMARY (AD A1.1 - FLOOR PLAN A2.1. - EXTERIOR ELEVATION VIEWS A3.1 - SECTION VIEWS S7.1 - FOUNDATION PLAN S7.2 FOUNDATION DETAILS S9.1 ROOF FRAMING PLAN S10.1 TRUSS DETAILS Rl - ROOFING PLAN R2 - ROOFING DETAILS TMH TOP OF MANHOLE ELEVATION T.O.B. INV. PIPE INVERT ELEVATION PUE, (E,S,N,W) (EAST, SOUTH, NORTH, WEST) CTR P.V.C. POLYVINYL CHLORIDE CONT R.C.P. REINFORCED CONCRETE PIPE O.C. R.G.J. RUBBER GASKET JOINT PL CB CATCH BASIN CLR CL CENTER LINE TYP DIA OR 0 DIAMETER SCH IN INCH STID FT FEET DWG H HEIGHT EX D.L DUCTILE IRON GALV rLG FLANGE WWF Ss STAINLESS STEEL R/W GPM GALLON PER MINUTE TOG HP HORSE POWER TOC RPM REVOLUTIONS PER MINUTE FS TDH TOTAL DESIGN HEAD FG MH MANHOLE POB SID STORM DRAIN' co EW ,TOP OF BERM z PUBLIC UTILITY EASEMENT CENTER UJ z ui 'L, cc) 0 CONTINUOUS ON CENTER (.0 CD PROPERTY LINE CLEAR 0 TYPICAL SCHEDULE STANDARD DRAWING EXISTING GALVANIZED WELDED WIRE FABRIC RICH -OF -WAY TOP OF GRATE 7, 7" TOP OF CONCRETE FINISH SURFACE FINISH GROUND POINT OF BEGINNING CLEAN OUT EACH WAY ENGINEER'S STATEM CL THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST uj OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND F_ DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER LU REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR 0 LU a - DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND ALL SUCH Z Z CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS -BUILT PLANS TO BE SUBMITTED TO THE CITY w w ENGINEER. g !Lj 0 > w w Lu ) u- 0 NOTE: ILL 14- ad - AN OPEN STREET PERMIT SHALL BE OBTAINED FROK, THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS ytl&,11� �R SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INS RANCE A TO ISSUANCE OF A PERMIT. 4. to Cn -CL GEN 0 Lot- E 1; ZA L NOTEzz 1. THE CONTRACTOR SHALL CONTACT USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH. 2. THE CONTRACTOR SHALL CONSTRUCT THE SEWER LIFT STATION PER APPENDIX A OF THE CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL. 3. OPTIONAL EQUIPMENT SHOWN ON PAGES 18 THROUGH 21 OF APPENDIX A OF THE CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL IS REQUIRED TO BE INSTALLED. 4. ALL ITEMS NOT SUPPLIED BY ROMTEC SHALL BE SUPPLIED/CONSTRUCTED BY CONTRACTOR. CITY STANDARD PLATES 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARb DRAWINGS SHALL BE�CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE.) CI TY -STD. N o. DESCRIPTION SW-2 MANHOLE SW-2A MANHOLE STANDARDNOTES co 01 0 SW-3 MANHOLE DROP CONNECTIONS ;> w S`W- 5 SEWER CLEANOUT CNJ < SW-6 FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS �71 U) C14 LS-1 TYPICAL SEWER LIFT STATION FACILITY w LS-2 SEWER LIFT STATION DETAILS LS-3 SEWER LIFT STATION DETAILS LS-4 FORCE MAIN THRUST BLOCKS LEGEND s SHEET INDEX NUMBER ess SEWER MANHOLE EXISTING SEWER MANHOLE _S EXISTING SEWER MAIN Lu PARK WEST APARTMENTS 40 s STO CKD��L�E 4, CH �?7 s _,00 LIfT STATION P�O.B. PROJECT FUTURE N.O.R. PARK SITE SITE -N- c 00-111 1 k co c: 11 1 1 1471 Coll I I KEY- M AP_ SCALE: 11 =100. Li COB RECORDS No. OF 28 8HEETS GENERAL NOTES WALL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL 2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 07-12396, DATED JANUARY 15, 2008, A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. UPDATE JOB No. 07-12396g DATED FEBRUARY 16, 2015 AND UPDATE JOB No. 18-16861 DATED SEPTEMBER 26, 2018 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MAKE A PART HEREOF. THE 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. TO TOP OF FOOTING OR FILLED WITH QONCRETE. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS FOR ALL BLOCK WALLS. THE NUMBER AND CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A SPACING OF 16 WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH 3/8"-MAX. POSTED PRIOR TO ISSUANCE OF A PERMIT. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 8. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED. 326-3049. 9. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE 10. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. CONSTRUCTION SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE 11. GROUT ALL CELLS CON�TAINING REBAR, TYPICAL. NOTIFIED IMMEDIATELY OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. WATERPROOFING SPECIFICATIONS 6 EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE 1. WATERPROOF SURFACE WITH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS STANDARD L-8. RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO MASONRY NOTES WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. STANDARD SPECIFICAMNS: 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, 'MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE CITY OF BAKERSFIELD SUBDIVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. STANDARDS, AND OTHER SPECIFICATIONS AS REFERENCED HEREIN. IN THE EVENT OF A CONFLICT BETWEEN THE VARIOUS SPECIFICATIONS, THE CITY OF BAKERSFIELD SUBDIVISION STANDARDS SHALL PREVAIL. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE 2. SHOP DRAWINGS FOR ALL PROPOSED EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. PRIOR TO START OF CONSTRUCTION. 11. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 3. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS FOR CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & STRUCTURAL CONCRETE, LATEST EDITION. DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 4. ALL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH THE A.I.S.C. STEEL CONSTRUCTION MANUAL, LATEST TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER EDITION. 5. REFER TO CONDITIONAL NOTES AND SPECIFICATIONS IN THESE PLANS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE EARTHWORK -,- OF THE OWNER OR THE ENGINEER. EARTHWORK SHALL BE DONE IN CONFORMANCE WITH SECTION 19-3.06 OF THE STATE STANDARD SPECIFICATIONS 12. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND AND THE SOILS REPORT. COMPACTED FILL AND BACKFILL SHALL BE PLACED IN MOISTURE CONDITIONED LIFTS NOT SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A EXCEEDING EIGHT (8) INCHES AND COMPACTED TO TO A MAXIMUM DRY DENSITY, AS INDICATED ON THE PLANS WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR OR IN THE SPECIAL PROVISIONS, AS DETERMINED BY ASTM METHOD D-1557 FOR STRUCTURE BACKFILL. ALL THE PROJECT. STRUCTURE BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY. 13. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR BRACING AND SHORING, -- USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY 1. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE PORTER & ASSOCIATES, INC. DIVISION OF INDUSTRIAL, SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE 14. SEE CSA-71 TRUNK SEWER LINE PLAN PER OTHER IMPROVEMENTS THAT AFFECT THIS PROJECT. ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND COB GRAVITY SEWER SPECIFICAMNS REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO DIVISION 2 OF THE PROPOSED CITY OF BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL, APPENDIX "A" SEWER PUMP STATION BACKFILL AT ALL TIMES. SPECIFICATION OF THE CITY OF BAKERSFIELD SUBDIVISION AND DESIGN MANUAL AND WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. PER SECTION 6705 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL 3. POLY VINYL CHLORIDE PIPE (PVC) BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS L_ 3.a MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE THAT ARE LESS EFFECTIVE THAN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON REQUIREMENTS OF ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS FOR PIPES BETWEEN THIS PROJECT. 18 $) AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION F679 FOR PS 46. CONCRETE, - PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE 1. CLASS "2" (f'c = 3600 PSI) CONFORMS TO SECTION 90 OF THE STATE STANDARD SPECIFICATIONS. INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. 2. MINIMUM CEMENT: 590 LBS. / CU. YD. 3.b 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 3. MAXIMUM SLUMP: 4", TYPICAL. APPROVED BY THE CITY OF BAKERSFIELD. 4. REQUIRED CURING COMPOUND FOR ALL CONCRETE SHALL BE WHITE PIGMENTED CURING COMPOUND (STATE 3.c INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY SECT. 8030-71D-05). CLASS I EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR 11 EMMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. 5. VIBRATE ALL CONCRETE THOROUGHLY WITH APPROVED MECHANICAL VIBRATOR. 4. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD NON -SHRINK GROUT: SUBDIVISION ENGINEERING DESIGN MANUAL DRAWING SW-2 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 1. SHALL CONFORM TO SECTION 50-1.09. BONDING AND GROUTING, OF THE STATE STANDARD SPECIFICATIONS WITH A REQUIRED ADMIXTURE USING THE FOLLOWING PROPORTIONS: 5. SYSTEM T�ESTING: PORTLAND CEMENT ....................................... 1 PART BY WT. INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 2.3 OF THE PROPOSED CITY SAND (100% PASSING #8 SIEVE) ................. 1 PART BY WT. OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL,,.WITH THE RECOMMENDATIONS OF THE:,,,�,:t�" WATER ........................................................... 4 1/2 - 5 1/2 GAL/SACK CEMENT MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIREb�'FO' R,i `SIKA "INTERPLAST-N" ADMIXTURE ............... 1% BY WT. OF CEMENT TEST AND INSPECTION. s TRUtTURAL STEEL. 6. THE ON-$ITEI MANHOLE SHALL BE RAISED 1.'5 TO FINISHED GRADE, AND. INSTALL 'A 36 0 H-20 TRAFFIC 'LID MATERIAL A.S.T.M. DESIGNATION RATED COMPOSITE AND FRAME (SERIES No. EJ 1581 AND GMI 3800 'PRODUCT No. COM3800) OR 9 STRUCTURAL STEEL A-36 APPROVED EQUAL. MARKINGS SHALL BE IN ACCORDANCE WITH PROPOSED CITY OF BAKERSFIELD STANDARD BOLTS A-307 DRAWING SW-6. ANCHOR BOLTS #316 SS (STAINLESS STEEL) CONNECTORS INSIDE WET WELL COB TRENCHING NOTES SHALL BE #316 STAINLESS STEEL. NOTE: SPECIFIC NOTES AS INDICATED ON THE PLANS OR IN THE CITY S EWER PUMP SPECIFICATIONS SHALL GOVERN OVER THESE GENERAL NOTES. I 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THEILABOR CODE. REINFORCING STEEL.-(Fy = 40,000 PSI AND 60,000 PSI) 2. ANY TRENCHING SHALL BE BACKFILLED, AND COMPACTED PER PROPOSED CITY OF BAKERSFIELD 1. DEFORMED BARS CONFORMING TO ASTM A-615. TYPE "S" #4s AND SUBDIVISION & ENGINEERING DESIGN MANUAL STANDARD DETAIL ST-12. SMALLER ..................................... GRADE 40 #5s AND LARGER ...................................... GRADE 60 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN AUUUKUANUL ffilt-1 IHL it�KU�UZ�,LU UHT Ut bAKt_KbI­ILLU bUbUIVIbIUN & LNUNtt-NiNu Ullbiul\l MANUAL STANDARD DETAIL ST-11. -------- -- BAR LAP SPLICE LENGTHS BAR NO. #3 #4 #5 #6 #7. #8 #9 #10 #11 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR LAP 13-021 1$-3$$ V-7p) V-111) 21-211 21-611 2$-10" 32-21) S-61) PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S WET WELL CONSTRUCTION: 1. THE WET WELL SHALL BE CON UCTED USING CLASS IV REINFORCED CONCRETE PIPE SECTIONS MANUFACTURED TO MEET ASTM STANDARDS C76, C443 AND C665 AND SHALL HAVE LINING PER NOTE 2. 2. INTERIOR LINING SHALL BE TNEMEC 218 & 436. EXTERIOR COATING SHALL BE TNEMEC 46-413, OR APPROVED EQUAL. 3. ALL STAINLESS FITTINGS, BRACKETS, CABLES, ANCHORS, NUTS, BOLTS, ETC. SHALL BE TYPE 316 STAINLESS STEEL. 4. ALL NON 316 STAINLESS STEEL DISCHARGE PIPE SHALL BE COVERED WITH FIELD APPLIED 300 M BITUMASTIC. THE DISCHARGE CONNECTION MATING SURFACE SHALL BE KEPT CLEAN & FREE OF ALL PAINT DURING COATING OF INTERIOR METALWORK. 5. ALL WET WELL WALL OPENINGS FOR PIPE INSTALLATION SHALL BE CORED. CORE DIA. = PIPE O.D. + WATERSTOP O.D. +2" (WATERSTOP NOT REQUIRED FOR CONDUIT OPENINGS). 6. THE WET WELL SHALL BE EQUIPPED WITH A TRIPLEX ACCESS COVER AS SHOWN ON THE PLANS. ACCESS COVERS SHALL BE STAINLESS STEEL FITTED ALUMINUM CONSTRUCTION, DESIGNED FOR ACCESS TO SUBMERSIBLE PUMPS. COVERS SHALL BE EQUIPPED WITH A GUIDE BAR BRACKET, SAFETY CHAIN HOOK, ELECTRIC CABLE SUPPORT, AND HASP FOR A PADLOCK. COVERS SHALL ALSO BE EQUIPPED WITH SPRING DOOR OPERATORS AND AUTOMATIC HOLD OPEN ARMS. COVERS SHALL WITHSTAND AN H20 LIVE LOAD. 7. ALL EXPOSED AREAS OF THE WET WELL NOT PROTECTED BY OTHER COATINGS SHALL BE COVERED WITH WITH 300M BITUMASTIC. THE DISCHARGE MATING CONNECTION SURFACE SHALL BE KEP CLEAN & FREE OF ALL PAINT DURING COATING OF INTERIOR METALWORK. 8. THE PRECAST CONCRETE WET WELL AND VALVE BOX ARE TO BE SET ON A MINIMUM OF 6" OF 1/2" x 3/4" CRUSHED ROCK OVER 12" OF COMPACTED SOIL TO 95% MINIMUM RELATIVE DENSITY. VALVE BOX CONSTRUCTION-_ 1. INTERIOR SURFACES SHALL BE PRIMED AND TRIPLE COATED WITH EPDXY PAINT PRIOR TO THE INSTALLATION OF VALVES AND BEDDING. 2. THE VALVE BOX ACCESS COVER SHALL BE A DOUBLE LEAF, CHANNEL FRAME ALUMINUM CONSTRUCTION. THE COVER SHALL ALSO BE EQUIPPED WITH SPRING DOOR OPERATORS AND AUTOMA11C HOLD OPEN ARMS. THE COVER SHALL WITHSTAND AN H20 LIVE LOAD. DUCTILE IRON PIPE THE INTERIOR OF THE DUCTILE IRON PIPE AND FITTINGS SHALL BE LINED WITH PROTECTO 401 IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE EXTERIOR OF THE DUCTILE IRON PIPE AND FITTINGS SHALL BE COATED WITH CERAMAWRAP BY INDURON PROTECTIVE COATINGS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 1. DUCTILE IRON FITTINGS SHALL BE IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION STANDARD C110-77 "GRAY IRON AND DUCTILE IRON FITTINGS, 3 INCH THROUGH 48 INCH, FOR WATER AND OTHER LIQUIDS". DUCTILE IRON FITTINGS: 1. DUCTILE IRON FITTINGS SHALL BE IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION STANDARD C110-77 "GRAY IRON AND DUCTILE IRON FITTINGS, 3 INCH THROUGH 48 INCH, FOR WATER AND OTHER LIQUIDS". FORCE MAIN.- 1. POLYVINYL CHLORIDE PIPE (PVC) PIPES AND FITTINGS SHALL BE USED FOR FORCE MAIN IN ACCORDANCE WITH THE REQUIREMENTS OF AWWA C900 AND SHALL BE CLASS 150. COLOR SHALL BE GREEN AND MARKED "FORCED SEWER". ODOR CONTROL DUCII..N.G.- 1. PIPE AND FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID PVC PIPE (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 2647. PVC SCHEDULE 80 THREADED FITTINGS SHALL CONFORM TO ASTM D 2464. 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. SMALL PIPING AND FITTINGS- 1. THESE SPECIFICATIONS SHALL APPLY TO ALL METAL PIPE FOUR INCHES (4") IN DIAMETER AND SMALLER, OTHER THAN CAST IRON PIPING, AND SHALL ALSO APPLY TO ALL VALVES AND -COCKS, UNIONS, FITTINGS, AND CONNECTING DEVICES, AND TO PIPE LINES FURNISHED AS A PART OF THE SEVERAL PIPING AND EQUIPMENT ITEMS WITHIN THE PUMP STATION. SMALL PIPE SHALL INCLUDE ALL NUTS, BOLTS, GASKETS, HANGERS, SUPPORTS, THE DRILLING OF HOLES AND FLANGES, AND ALL MATERIALS AND LABOR THAT MAY BE NECESSARY TO THE BEST INSTALLATION OF THIS CLASS OF WORK. FITTINGS: ALL SCREWED FITTINGS SHALL BE "AMERICAN STANDARD MALLEABLE IRON SCREWED FITTINGS", 300 LB. W.O.G. OF STANDARD FORM AND DIMENSIONS. MALLEABLE IRON SHALL CONFORM TO CURRENT STANDARD SPECIFICATIONS FOR MALLEABLE IRON. CASTINGS, AS ADOPTED BY THE AMERICAN SOCIETY FOR TESTING MATERIALS. ALL FITTINGS SHALL BE GALVANIZED TO CORRESPOND WITH PIPE ON WHICH THEY ARE INSTALLED. ALL FITTINGS NECESSARY FOR THE SATISFACTORY ALIGNMENT AND ARRANGEMENT OF PIPING AND ALL NECESSARY UNIONS AND CLEANOUTS SHALL BE FURNISHED BY THE CONTRACTOR. SPRING CHECK VALV 1. SPRING CHECK VALVES' SHALL BE INSTALLED WHERE SHOWN ON THE PLANS PER THE MANUFACTURER'S RECOMMENDATIONS. SPRING CHECK VALVE SHALL CONFORM TO AWWA C508 AND SHALL BE BY CLOW OR KENNEDY. VALVE SHALL BE EQUIPPED FOR LONG TERM RAW SEWAGE SERVICE. EXPOSED NUTS, BOLTS, AND WASHER SHALL BE STAINLESS STEEL. PLUG VALVESL 1. PLUG VALVES SHALL BE INSTALLED WHERE SHOWN ON THE PLANS PER THE MANUFACTURER'S RECOMMENDATIONS. PLUG VALVES SHALL CONFORM TO AWWA C517 AND SHALL BE NON -LUBRICATED BY DEZURIK, MODEL "PEC". VALVE SHALL BE EQUIPPED FOR LONG TERM RAW SEWAGE SERVICE. EXPOSED NUTS, BOLTS, AND WASHER SHALL BE STAINLESS STEEL. PLUG VALVES SHALL BE FURNISHED WITH WORM GEAR OPERATOR. PLUG VALVES SHALL BE INSTALLED SO THAT IN THE CLOSED POSITION THE PRESSURE IN THE PIPELINE APPLIES A SEATING HEAD ON THE VALVES UNLESS OTHERWISE NOTED ON THE PLANS. VALVES HALL BE SO INSTALLED SUCH THAT WO�M PEAR OPERATOR NUT SHAFTS ARE ON VERTICAL AXIS. DOMESTIC WATER" SERVICE: 1. THE., CONTRACTOR S�.ALL PROVIDE AND INSTALL ALL ITEMS AS 'SHOWN ON TH,E �PLAN�i �AW AS:4fq,,EEDED TO SUPPLY WATER SERVIbE,,�..TQ-�,,.THE LIF-T-.S,7,ATION. THE CONTRACTOR SHALL� ALSO:"COORDINATE, "INSTALLATION OF THE SERVICE METER WITH CITY,OF� 'BAKERSFIELD WATER RESOURCE �DE0`ARTMENT',TOl-,;'.THE- Sl--T�.,,., ALL� WORK'8HALL:� BE� IN ACCORDANCE WITH REQUIREMENTS OF THE CITY OF BAKERSFIELD WATER RES66RbES.DEPARTMENT�­1 METER AND VALVE BOX: THE METER AND VALVE BOX SHALL BE A CHRISTY B-12 BOX WITH #S20 COVER OR BROOKS PRODUCTS NUMBER 37. REDUCED PRESSURE BACKFLOW PREVENTER: THE BACKFLOW PREVENTER SHALL BE A REDUCED PRESSURE PRINCIPLE TYPE AND SHALL BE SUITABLE FOR SUPPLY PRESSURE UP TO 175 PSI. THE BACKFLOW PREVENTER SHALL BE DESIGNATED FOR INLINE SERVICING. THE DEVICE SHALL BE FEBCO MODEL 825Y FOR A 1" SERVICE, OR APPROVED EQUAL. 'CONTRACTOR SHALL SUPPLY ONE (1) 1" BRASS QUICK COUPLING VALVE, RAINBIRD BRAND, IN CITY STANDARD VALVE BOX FLUSH WITH GROUND SURFACE. RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION F THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 40's M I N. OR 2. 0___*_ RADIUS OF BEND 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 3.0's FOR #8 & SMALLER C14 TIE OR STIRRUP 40 s FOR #9, #10 & #11 STIRRUP 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE REINFORCING PLACING TOLERANCES: ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 1. DEPTH: + 1/4" FOR MEMBERS 24" OR� LESS IN DEPTH. 6 MIN. HOOK 2. DEPTH: + 1/2" FOR MEMBERS LARGER THAN 24" DEPTH 7. COMPACTION, TESTS SHALL BE THE RESPONSIBILITY -OF THE DEVELOPER. THE NUMBER AND BEND 3. LENGTH: + 1 LOCATION OF REQUIRED TESTS SHALL BE DETERMINED'BY THE CITY ENGINEER., THE COST OF OFFSET RETESTING DUE TO FAILED COMPACTION TESTS WILL.BE BACKCHARGED TO THE CONTRACTOR. IA- o O.s RINARRE&WILWAMBRINWATMum ffmqwmMxwjwm "R W I LWJ I&kllKmwl m All 97W P% X_ yw, CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOW BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATI 1. SCOPE OF WORK: UNDER THIS ITEM, THE CONTRACTOR SHALL FURNISH AND APPLY TO THE SATISFACTION OF THE ENGINEER, PROTECTIVE PAINT OR COATINGS IN COLORS AS SELECTED BY THE ENGINEER. ALL EXPOSED INTERIOR AND EXTERIOR METAL SURFACES, EXCEPT ALUMINUM, GALVANIZED STEEL, STAINLESS STEEL AND CHROME PLATED METAL, SHALL BE COATED. ALL PAINT SHALL BE DELIVERED IN ORIGINAL CONTAINERS AND SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE RECOMMENDATION OF THE MANUFACTURER. 2. PREPARATION OF SURFACES: CONCRETE SURFACES: BEFORE PAINTING, ALL CONCRETE SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED. SURFACES TO BE PAINTED SHALL BE COMPLETELY WIRE BRUSHED TO REMOVE ANY LOOSE CONCRETE OR PAINT, AND CRACKS SHALL BE PATCHED. CONCRETE SURFACES TO BE PAINTED SHALL HAVE ALL AIR OR OTHER IMPERFECTIONS FILLED, SO THAT A SMOOTH SURFACE RESULTS. ALL SURFACES SHALL BE COMPLETELY DRY PRIOR TO PAINTING. CONCRETE SURFACES WHICH SHALL BE COATED WITH A PROTECTIVE COATING FOR THE PURPOSE OF PROTECTING THE CONCRETE SURFACE, SHALL HAVE ALL AIR POCKETS OR OTHER IMPERFECTIONS IN THE CONCRETE FILLED, SO THAT A SMOOTH CONCRETE SURFACE RESULTS, AFTER THE SURFACE HAS BEEN OPENED, IT SHALL BE SACKED TO FILL THE VOIDS WITH MORTAR. SACKING SHALL BE ACCOMPLISHED SOON AFTER THE REMOVAL OF THE FORMS TO PROMOTE ADEQUATE ADHESION. COVERING OVER THE SURFACE WITH A THIN LAYER OF MORTAR SHALL NOT BE ACCEPTABLE. METAL SURFACES: ALL METAL WORK TO BE PAINTED SHALL BE ABSOLUTELY CLEAN AND FREE OF ALL RUST AND GREASE. ALL EXPOSED CAST IRON OR STEEL PIPING TO BE PAINTED, WHICH HAS A PREVIOUSLY APPLIED COAL TAR DERIVATIVE, SHALL BE PRIMED, PRIOR TO FINISH COATING, WITH TWO (2) COATS OF KOOPER "TARSTOP", OR APPROVED EQUAL. COMPLETION OF SURFACE PREPARATION: AFTER THE CONTRACTOR HAS COMPLETED THE JOB OF PREPARING ALL SURFACES TO BE PAINTED OR COATED, THE SURFACES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER PRIOR TO THE APPLICATION OF ANY PROTECTIVE COATINGS. 3. MATERIALS: UNDER THESE SPECIFICATIONS, ALL PAINT PRODUCTS TO BE FURNISHED FOR APPLICATION SHALL BE AS MANUFACTURED BY KOPPERS, OR APPROVED EQUAL. 4. COATING SYSTEMS: A. ONE (1) COAT OF BITUMASTIC #50 M. THE COMPLETED SURFACES SHALL HAVE A DRY THICKNESS OF AT LEAST 16 MIL. B. TWO (2) COATS OF BITUMASTIC #300 M, FIRST COAT TO BE RED, SECOND COAT TO BE BLACK. APPLICATION OF SECOND COAT TO BE APPLIED WITHIN 24 HOURS OF THE FIRST. THE COMPLETED SURFACES SHALL HAVE A DRY THICKNESS OF AT LEAST 16 MIL. C. ONE (1) COAT OF 622 RUST PENETRATING PRIMER FOLLOWED BY TWO (2) COATS OF GLAMORTEX 501ENAMEL, COLOR: OSHA SAFETY BLUE. THE COMPLETED SURFACES SHALL HAVE A DRY THICKNESS OF AT LEAST 3 MIL. 5. EXTERIOR CONCRETE PAINTING: COATING SYSTEM A SHALL BE USED TO PAINT THE WET WELL WALL AND VALVE BOX EXTERIOR SURFACES IN CONTACT WITH THE SOIL. 6. INTERIOR CONCRETE PAINTING: AFTER SURFACE PREPARATION, THE CONTRACTOR SHALL PAINT ALL SUBMERGED CONCRETE SURFACES EXPOSED TO SEWAGE FUMES, ALL VALVE BOX INTERIOR, WITH COATING SYSTEM B. 7. WET WELL METALWORK PAINTING: ALL EXPOSED METALWORK SURFACES WHICH ARE SUBMERGED OR SUBJECTED TO SEWAGE FUMES SHALL BE PAINTED WITH COATING SYSTEM B. METAL LOCATED WITHIN WATER CONTAINING COMPARTMENTS SHALL BE CONSIDERED SUBMERGED. THE PUMPS, PUMP DISCHARGE, PUMP POWER CABLES AND LIFTING CABLES SHALL NOT BE COATED. ALSO, THE ACCESS COVERS ARE NOT TO BE COATED. 8. VALVE BOX METALWORK PAINTING: ALL EXPOSED METALWORK SURFACES IN THE VALVE BOX SHALL BE PAINTED WITH COATING SYSTEM C. THE ACCESS COVER IS NOT TO BE COATED. ELECTRICAL GENERAL NOTES 1. VERIFY EXACT LOCATION AND DISPOSITION OF ELECTRICAL OUTLETS, VOLTAGE, AND PHASE FOR EQUIPMENT FURNISHED BY ALL OTHER TRADES BEFORE STARTING WORK, AND CONNECT SAME. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL HOOK-UPS, AND FOR THE CORRECTNESS OF ALL HOOK-UPS BEFORE STARTING EQUIPMENT. 3. ALL PANELS, TRANSFORMERS, MOTOR CONTROLS, TERMINAL CABINETS, ETC., SHALL HAVE LAMICOID NAME TAGS FOR IDENTIFICATION. ALL PANELS SHALL HAVE CIRCUIT CONDUCTORS IDENTIFIED. 041111111111-129 5. FURNISH AND INSTALL LOCKOUTS ON MOTOR FEEDER DISCONNECT: ALL 30 MOTORS TO HAVE 30 PROTECTION 0 1 Q An 117 CU" If"% E7* WITH THREE THERMAL OVE____,_ 1 1; 1 1 I C filli, stiffin.1will! Ill ill ll 1,011willffigiNal u 0 Z c) cy) ce) W% LO cf) .(D (5 uj z 0 h-_ C\l Lu cy� > T_ _(.0 0 -0.(0 0 0) X 4-- < 06 w LL W z Sx� U) CU LLI Lu (y) 06 z 0 05 z ClOw Lu Lu F C) 01�. c) 0 CNI n L 0 CL U- 0 _1 �-: w (D Z III 1­- 0 w ) z w 2 U) I-- LL co !LJ > w clf u_ 0 Q_ 0 < rL ALL BLANK CONDUITS SHALL BE INSTALLED WITH PULL ROPES. (n 7. ALL FLEX CONDUIT USED OUTDOORS OR IN DAMP LOCATIONS SHALL BE "SEALTITE" WITH WATERPROOF CONNECTIONS. %wool; Z 8. UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 80. IF RIGID STEEL IS CONDUIT IS USED, IT SHALL ENCASED 0 IN A 3" CONCRETE ENVELOPE OR HAVE A 40 MIL PVC'COVERING. NON-METALLIC CONDUIT APPROVED FOR DIRECT BURIAL DOES NOT REQUIRE CONCRETE ENCASEMENT UNLESS OTHERWISE NOTED ON THESE PLANS. < oer 9. RIGID STEEL ELL'S SHALL BE REQUIRED AT ALL STUB -UPS WHERE WIRE SIZE IS #4 AWG THW OR LARGER, OR WHERE CONDUIT SIZE IS 1-1/4" OR LARGER. 10. THE CONTRACTOR IS TO OBTAIN AND HAVE CERTIFIED IN WRITING THAT ALL UTILITY WORK HAS BEEN PERFORMED IN AN ACCEPTABLE MANNER ACCORDING TO EACH UTILITY ENTITY INVOLVED. 11. SEE SHEET 5 FOR CONTROL LEVEL SETTINGS. 0 0 ui 12. CONTRACTOR SHALL PROVIDE PG&E WITH SWITCHGEAR EQUIPMENT DRAWING(S) FOR APPROVAL. 0. 13. CONTRACTOR SHALL CONTACT PG&E AFTER INSTALLATION OF SWITCHGEAR AND CONDUITS. CONDUIT MUST BE (f) MANDRELED AND PROVIDED WITH PULL ROPES OR TAPE. CODES,RULES AND REGULA-RONS Fmm ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE 0 0) STATE FIRE MARSHALL, CALIFORNIA CODE OF REGULATIONS- TITLE 24, SERVING UTILITY COMPANIES, OSHA AND OTHER APPLICABLE STATE AND LOCAL LAWS. ORDINANCES AND REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. WHERE WORK OF HIGHER DEGREE IS INDICATED ON THE PLANS OR IN THE SPECIFICATIONS, THIS REQUIREMENT SHALL GOVERN. U) DIVISION 9 OF THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NON-RESIDENTIAL BUILDINGS HAS BEEN 0 REVIEWED AND THE DESIGN DESCRIBED ON THESE PAGES IS IN SUBSTANTIAL CONFORMANCE. z .2 4- ,COB STORM DRAIN NOTES, U) j 41 4- 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING- _j AF_ llqk A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS Ill (ASTM C76) AV In AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE CALIFORNIA DEPARTMENT OF Orf ui TRANSPORTATION STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) Ar In 0 B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. ui C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THEABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUNDlTHE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. W .0 DATE 2/17/2029]2* PA JOB NO. 2709R SHEET 4-1 ry 4), 04 COB RECORDS No.. OF 28 SHEET m NG UJI < Irx X\355.24 ING cvf < 010 cl SOUTH RIGHT-OF-WAY LINE OF STOCKDALE RANCH DRIVE I rx ni < c/) 0 Irx z, 00 C) 0 x 1p 41, Lu x 0. (10 , --Dan "will >< < 00 140 v- m m mown c\j am sm V- No Em mrm Cq <0 tK' T— ............ y ME xm so ffm ME CC 7 mw y us Co S C. lb am me % 1 H­ 80 PVC WATER LINE ma ma 35196/ ''I'll Ill 'I imill ill INN y IND 0 x NG I man mm am W W y Mrs Mrs 000 EXISTING SEWER STUB PER P.M. NO. y 12062-2 SEWER AND STORM DRAIN A CA --------------- < PLANS DATED 3-31-2019 D I y C) 3 ---INLET MANHOLE TO BE FITTED WITH A 36 0 COMPOSITE TRAFFIC RATED LID TO wk V\4 EXISTING SEWER STUB PER L. LA. N 0. v ACCOMMODATE A SUBMERSIBLE PUMP 2% MIN 1\\ \ 1/1 -0318 SEWER AND STORM DRAIN po P-:T . �// - NN 20 1 4.1 MAX // I FOR BYPASS OPERATIONS A\ \ I , --_j lu'l PLANS DATED 10-07-2021 k,� v B TMH=51.8 3 x 41 TMH=51.8 18" INV=22.48 --j 18" INV N=38.00 C 12" I S=38.50 32-1 1 i 8" THICK CONCRETE 350.90 < SLAB WITH #5 REBAR NG 9 �4 I [M 5 L. F. AT 12" EA. WAY `Z� CENTERED IN SLAB US u- 4 18 INV=22.46 x /4, F- VALVE BOX [21](POINTED DOWN) -1.V '01 0 SEE SHEETM04 0 0 SLOPE DECK TO--,,, 12" MIN I I \it'— . . . . *. . y < Z z 0 > WET WELL (TYP) [2Z 8 L. F. (2) W w 0 > F w 0 Z 0rn N6 LL a0 a-? 5034 Z 243 W . ... .......... ... .. ........ ..... 0 PROPOSED BLOCK WALL 3 r- 0 12" INV=46.30 \N1 TYP. (BY SEPARATE PLANS) 8'0-\ FUTURE ZZ-* > a) LIFT STATION WET WELL I / I 1 0) N, lb /N.O.R. PARK SITE LIFT STATION SITE LO m qp cl- 0 x---_�50.90 -t 0) SEE SHEET M03 PARKING LOT NG < \ > TOP OF DECK=51.29 6 / 2' x / SI uj 6" CUTOFF WESTSIDE PARKWAY ALIGNMENT 26$ X\\350 28 TYP @ CORNERS FG ELEV (SEE PLAN) 3 Y/038 4c 822 INV=46.4/ NC 3 12" A41 N FG 0) A41N NATURAL GROUND cli zg� — - * 7 N, , /0, 7 13 110 *S.) TCO=51.29 1< to'B\TYPICAL SEC11ON 0 — "I N G 3 349.92//"" INSTALL JOINT WRAP AROUND N G NI/ PERIMETER OF VALVE BOX AND JNI ------------ R/W WET WELL PER M03 BOM NOTE 1.26-1.29 —Z" C3 2% MIN 4 NOT.2-A� c'.)'(013' L/EMT ---.jI 4:1 MAX k 50< • v FL .9 PROPOSED BLOCK WALL 10 FIG < - Q - ) * -V (BY SEPARATE PLANS) 6$ 11STOCKDALE CL Q) CO3 62 RANCH DRIVE 5' 21 B N X 0, T.O.. ELEV 0 SEE PLAN .01 0 LIFT STATION SITE FU I UHL 12 WIDE M ULTI-USE TRAIL M/N aw >1 �6 .4A 2%MAX 21 MIN FUTURE CURB & GUTTER A�l < 4�A 7 7 7/ 0 711\,; 77 j FINISHED GRADE A, 4) C14 0 x ICAL SEC110N P— q) Q) 0 m Al V) x 4) to 0 emsommm CONSTRUCTION NOTES < SEE SHEET 4 FOR STORM DRAIN DATA. 0 PROPOSED 8' BLOCK WALL BY SEPARATE PLANS 41 s°P, \ / / U) E2 PROPOSED GATE BY SEPARATE PLANS 41 PLACE 4" OF 95% COMPACTED CL-2 AGGREGATE BASE OVER 12" 90% COMPACTED NATIVE SOIL, U. Q) OVER ENTIRE SITE. DRAIN SURFACE TO STORM DRAIN INLET, WITHIN LIMITS AS SHOWN. TOG= 50.10 00 Cb -------- Q) BIB HOSE PER D rJ INSTALL 1" SCH. 40 GALVANIZED STEEL WATER SERVICE WITH VALVE A -N-V ETAIL (D SEE SHEET 4 FOR STORM DRAIN PROFILE 50.2 PADMOUNT TRANSFORMER AND GUARD. POSTS PER UTILITY COMPANY REQUIREMENTS. tP `' LIFT STATION MANIFOLD PER D cn IV FG ETAIL x > L0 4 EZI INSTALL GUARD POST PER DETAIL 4� Lgj INbIALL LIUHI PER ULIAIL Q EE INSTALL 12'± 18 )1 0 PVC SEWER PIPE. lam, '> 6"0 SCH. 80 PVC AIR DUCT FROM WET WELL TO PEACEMAKER, 62±. FUTURE LIMITS OF PROPOSED CL-2 AGGREGATE BASE. N.O.R. PARK SITE PROPOSED 12' x 10' STORAGE SHED PER DETAIL C PARKING LOT 2rG 4- PROPOSED PRESttP \ ��% // 1 SURE SEWER CLEANOUTPER DETAIL CS 10 U) INSTALL 48" DIA. PVC LINED MANHOLE PER C.O.B. STD. DWGS. SW-2 & SW-2A y WEATHER PROOF CONTROL CABINET SEE SHEET EC-4. 10, - 7 N C) IFZ-117 H SHADE STRUCTURE (SEE SHEETS Al -A FOR DETAIL.) r SCALE: 1 5p17 PEACEMAKER SCRUBBER ODOR CONTROL SYSTEM PER DETAIL F z 0 w owmawmmml Q) pq ................................................. > PORTABLE GENERATOR PAD - 6" THICK CONCRETE SLAB WITH 6"X6"X10GA. W.W.M., 0 DATE' 2/17/20 0 2.5 5 3" BELOW SLAB SURFACE. E PA JOB No. 270 METER & MAIN PEDESTAL (SEE SHEET ES-2 FOR DETAIL). 1--� c 0 Q W P PT THE ABOVE DRAWINGS AND SPECIR I CATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPE I RTY OFT ENGINEER; NO PART THEREOF SHALL BE COPIED, D ISCLOSED TO OTHERS, OR USED IN CONNECTION CZV WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJ ECT FOR WHICH THEY HAVE BEEN.PREPARED AND DEVELOPED, 7 WITHOUT THE WRITTEN CONSENT OF THE ENGINEER, VISUAL CONTACT WITH THESE DRAWINGS OR ' S PECIFICATIONS SHALL 0 CONSTITUTE CONCLUS VE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL WAX/I= DP9=f%1=r)f:K1rr= OX/r-P QCIM r)1 r:KfQ1 KIQ COT 0ArTr)0Q QWALL X/CD11:V AKM MC Dr-CDnK1Q1Mj C C D Al I nt III KIIQ Alkin CURVE TABLE SHOREHEAD MANUAL TRANSFER ITC (SEE' SHEET ES-2 FOR DETAIL). ammi ddi 21 INSTALL 12" D.I. 45* ELL 14— INSTALL 12" D.I. PIPE SEE PLAN FOR LENGTH), ry 0) ------- --- CONDITIONS ON THE JOB AND.THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN .-SIONS AND CONDITIONS SHOWN tbBRECORDS BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE , -P I ROCEEDING WITH FABRICATION I`'' •.,, t' `� � •-� r� / NOTE: ADD 300' TO ALL DESIGN ELEVATIONS ON THIS 1SHEET. No. rOF, 28 SHEETS., SHOREHEAD MANUAL TRANSFER ITC (SEE' SHEET ES-2 FOR DETAIL). ammi ddi 21 INSTALL 12" D.I. 45* ELL 14— INSTALL 12" D.I. PIPE SEE PLAN FOR LENGTH), ry 0) ------- --- CONDITIONS ON THE JOB AND.THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN .-SIONS AND CONDITIONS SHOWN tbBRECORDS BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE , -P I ROCEEDING WITH FABRICATION I`'' •.,, t' `� � •-� r� / NOTE: ADD 300' TO ALL DESIGN ELEVATIONS ON THIS 1SHEET. No. rOF, 28 SHEETS., \ \ \ \ I___ ��_ ___ \ ' ` \ -rZ_ �-4' --- -r` / . \\ Cn \ \ \ �� \ �\ — — —^�- ���� ^`' � —^�— ^��—��—�_ _ � \ -----���----�----------------------_��---X�— ___________ � ��_______�=�__.===____________���=`__=��_ ��__ ` - ----- / ----- _J Iy1\v X \ / Un xs xs STOCKDALE RANCH DRIVE xs CD xs EXISTING SEWER PER L.LA- NO. Oil up )(s N 20-0,318 SEWER AND STORM DRAIN cn EXISTING SEWER PER P.M. NO. 10, 1-n 0 _N�12062-2 SEWER AND STORM D:RAIN (01 xs IT AND METER PER CO.B. BOUNDARY PRESSURE PRINCIPLE \ \ \ N.O.R. PARK SIT ASSEMBLY \ ` � \ ` �PARKING LOT 0Al \ ` \ \ \ 1 ~Al \ \ \ \ � �����|���� �� ` � " �� '^�'^�� � `�w�y »�Al ' �c N.O.R. ����&� «�IT�' -� ' "n^�"^PARK =°.~~ « �� \ -n \ r\ Q� \ ' / / ���'/ �� 0 �l�l������ / �~ 8 0 0 � FUTURE ^��"^^~ N.O.R. ��k���� *��l��' \� < /n^�o^PARK SITE - PARKING LOT rA-""\ SEWER LIFT STATION SITE �U4 HORIZONTAL SCALE: 1 ) =20' M INSTALL CHR|STY U-21 CATCH -BASIN PER DETAIL D1 INSTALL 156.2± L.F. 12" CL-3 RCP vv/RGJ STORM DRAIN @2.O2% [D NOTE: STORM DRAIN MANHOLE AND MAIN SHOWN AS EXISTING IS TO BE INSTALLED PER NORTH OF THE RIVER PARK SITE PLANS , SEE MANIFOLD DETAIL - 0 Ljj -����� ~v~�~� . . . . . . . . . . . -���m� . .~�~v�� . . . . . . . TM . . . ............ . .... . . . .351.29U21 CATCH BASIN . . . . -����� . . ~�~�^� . . . . . . . . . . . . . . . . -����� . .~�~v^� PROPOSED, STORM . . . . DRAIN PIPE . . . . . . . . ............ . . . .... . -���� . ��-r~� ` r . . . . . . . . . . . . . . . . . . . . . . . . .~�-r~� `346.30 . . . . . . . . . . . . . . . . . . . . VPOUR ................................. . . . . . . . . . .'.. . CONCRETE BOTTOM . . -�^��� . . ~�-r^^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -���� . .~�-r^� NOTE: GROUT & WATER STOP AROUND INSIDE AND OUTSIDE OF PIPE . . . . . . . . . . CONNECTING TO BOX. ALSO GROUT AT EXTENSION JOINTS, TYP. . . . . . .. . . . . . . . . . . . . . . . t***E� TYPICAL U21 CATC. &ASK,�_, ................................. ^ . ...... .... . ................ . . . . . . . . . .� "`,_3`-'L4 . . . . . . . ����n� ' ' ��_.�� . . . . . . . . ' ' ' . . . . . . . . . . . . . . . � . . . . ' ' ' ' ' . . . ` . . . . . . . . . . . . . . . . . . . . ' ' ' ' . . . . . . . . . . . . . . . . ' . . . |o /m v m=�o�� uu ' . ` . . . . . . . . . . . . . ' -����� . .��~�.~ 1 10+1 1042~~ 1 0THE ~+~ _ ~ ~+3 REMAIN THE PROPERTY urTHE ENGINEER; muPART THEREOF t`c� SEWER DISCHARGE PROFILE WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, ``'''^O"' THE WRITTEN CONSENT OF -ENGINEER. VISUAL �^' num�um /*� ��* � / =u CONSTITUTE CONCLUSIVE EVIDENCE OF . VERTICAL SCALE: 1"==5 HAVE PRECEDENCE OVER SCALED cxMEmmm/mS. uum|mACrumu SHALL VERIFY mvo BE RESPONSIBLE FOR ALL DIMENSIONS AND' CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN �BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED 0THIS, OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.Q ' ����|� ��~�~� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ����'� . . . . . ~����� . . . . . . . . . . . TOF! {)F DLCK . . . . . . . TMH= . . .. . . . .. . .............. . . . . . ��«��� . ~�~�v� . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . -�«��� . . . . . ~v~v^� . . . . . . ............ . . ��^�m� ' ~�-�~� . . ............................. . . . . . . . . ����� ��-�~� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ' .............. . . ` . . . . . . . . . . -���� . ~�-r^^ . ........... . . . . -�^��� ��-�^� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ......'.`..... . . . . . . . . -. - . . -��� . ~^~�~^ . ....... . . . . . . . . . . . . . . . . . ��.��� . . . . . . . . . . . . . . . . . . . ..... . . .............. . . . . . -����� . ~�~�v� . . . . . . . . . . . . . . . . . . . . .330 . . . . . . . . . . . . . . . . . . ..... .C3 uj. . .............. . . . . . . . . . . . . . . ��^��� ' ~���~� . ....... . . . . . . . . . ~�^�u� . . . . . ~^���� . . . . . . . . . . . . . .c9i. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . -�'��� ' ~���^� . . . . . . . . 322.4B ' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' ��'��� . . . . . ~�^��� . . . . . . ..... . . ��� �� . ~' � ~� ' ....... . . . . ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 315 . . . . . . . . . . .... . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . ��� �� . ~� ' ^� . ........... . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 310 . . . . . . . . . . . ... . ����x� ������ ' ' ' ' . . . ........ ............. . . / . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... .................. ...... . . . . . . . . ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . ' . . . . . . ����m�� ' ' ' ' ' ������ . . . . . . ......... . ������ . ~^^�v� . . . . ................ ................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -����� . . . . . ~�^�^� 10+00 10+10 10+20 10+30 O'B� SEWER INLET PROFILE VERTICAL SCALE: V`=53' INSTALL 156.2± L.F. 12" ��m�/� V) FUTURE STORM DRAIN PER NORTH OF THE ������ `�`�`� w'.�.� (TO BE CONSTRUCTED PRIOR TO LI FT STATION) -35 ������ === ��«��� ~^.�^� ��� ~° `~° . . . . . . '�^��� . . . ~ '~ ^`` / � . . � . . ��.�/ . 34/29 '''''''''''.'''.''''''`''''''''''344�7D'''''''''' . ~�-"~� . . . = . . . . . . . . . . . . . . . . . . . . . . . . . . . -���� ' ' '' 341:�4' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��-rv^ /8 /mv'm - ���,O4 ' .'. . . . � . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . ' ' ' ' ' ' ' '` ' ' ' ' ` ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . ' ' ' '- '- ' ' ' ' ' ' ' '' . ' . ������ . ~°~�.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . -����� . . ������ ��������� ��������� ' _ ' - - , ~ , ~~ �� ������ . ^ ^ ._.~ �������� . ~ , ~~~~ * ^. . ~~. � r' �._nn' ' 41 N�� 1 1 D / T ^^ ���' nummN//^LO,nLC� / =�u ^/� ROUNDED TOP FLOOD LIGHTS, COOPER LIGHTING MPMM—K—HF-200-120V—LL OR 3" REFLECTIVE TAPE APPROVED EQUAL PAINT POST OSHA YELLOW 6" DIA. SCH 40 STEEL Lo PIPE, GALV. FILL WITH CONCRETE N co TENON BRACKET, COOPER LIGHTING T213-4 CONCRETE \ = // N 11 4 FIXED TENON CAP PACKAGED \/ ; \/ NOTE. INSTALL ALL LIGHTING WITH LIGHT POLE x ITEMS PER MANUFACTURER'S \\ \\ 12„ 7 (POINTED DOWN) H GUARD POST DETAIL C5 N.T.S. LIGHT POLE, COOPER LIGHTING 8 RSA4T12NA WITH 4" FIXED TENON i CAP OR APPROVED EQUAL. 0 i NOTE: LIGHT FIXTURES SHALL BE 2 SHIELDED AND DIRECTED DOWNWARD SO LIGHT GLARE DOES NOT ENCROACH ONTO 4_ RESIDENTIAL NEIGHBORHOOD. d O e d d \ . d.. i o - .�• o 0 0 0 0 /\//�r d d Q d ( a d d \ a. 4 d Q d a 0 � a d d \' a i Q � a INSTALL LIGHT POLE PER MANUFACTURER'S INSTRUCTIONS. 4'.::a.4.%\\� PROVIDE FOOTING WITH GALVANIZED OR B STAINLESS STEEL ANCHORS PER DETAIL C5 E —E i,C5l N.T.S. 1" WILKINS 975XL LEAD FREE REDUCED PRESSURE PRINCIPLE ASSEMBLY, OR APPROVED EQUAL WITH INSULATION COVER PROVIDE 42" MIN. COVER FROM EXISTING GRADE J THRUST BLOCK SCHEDULE BASED ON 2000 PSI CONCRETE & 1500 PSF SOIL BEARING TEE 90° ELL 45' ESL NOTES: 1. ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. CONCRETE SHALL BE PLACED BEHIND BELL OF FITTING. 2. BEARING AREAS SHOWN IN TABLE ARE BASED UPON ALLOWABLE SOIL PRESSURE OF 1500 psf. 3. CONCRETE STRENGTH SHALL BE 2500 PSI AT 28 DAYS MINIMUM, 505# CEMENT/C.Y. CONCRETE THRUST BLOCK DETAILS 18"0 3 1 /4" a � a A FG i 3/4 "X17"X3" GALVANIZED AB a a 0 Q d J . U ' a Q a 1 /2"x 10' LONG COPPER GROUND ROD HOSE BIB (ORIENT AS SHOWN ON PLAN VIEW) INSTALL 1" SCH. 40 STEEL PIPE, GALVANIZED AND WRAPPED 1" WATER SERVICE & J `-INSTALL \\—SCH 80 PVC PIPE --� METER PER C.O.B. UNION STD. DWG. W-8., BY OTHERS j WATER SERVICE DETAIL C5 N.T.S. MANIFOLD LIST OF MATERIALS ITEM QTY. DESCRIPTION DETAIL 3 EA 8" FLANGED 45° ELBOW, DUCTILE IRON a 3 EA 12" X 8" FLANGED WYE, DUCTILE IRON - REDUCING BRANCH 1 EA 6" DIA. PRESSURE CLEANOUT AND PUMP CONNECTION G C5 ® 1 EA 6" x 12" FLANGED REDUCER, DUCTILE IRON PIPE �5 1 EA 6" FLANGED PLUG VALVE WITH VALVE BOX TO SURFACE 3 EA 8" FLANGED ADAPTER, ALPHA 1 EA 12" 45° ELL ** 12" FLANGED DUCTILE IRON PIPE SPOOL (1' LONG) 0 * CONCRETE THRUST BLOCKS - PROVIDE MIN. SQUARE FOOTAGE OF BEARING AREA PER DETAIL. A C3 10 2 EA 2" LONG FLANGE SPACER (12" I.D. & 19" O.D.) 11 12" D.I. PIPE *= QUANTITY/LENGTH AS REQUIRED **= CONTRACTOR SHALL VERIFY DIMENSION F MANIFOLD PLAN VIEW AND MATERIAL LIST C5 N.T.S. THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE, ENGINEER; NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. LIGHT FIXTURE, COOPER LIGHTING MPGS—10OH-12OV—LL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. no A —#4 HOOPS AND BARS @ 9" OC EW 3" CLR /— SECURE PIPE TO A 4x4 REDWOOD POST AT WET WELL 1" BUTTERFLY VALVE AND CHRISTY G5 VALVE BOX W/CAST IRON LID READING "WATER" SECTION A -A N.T.S. NOTE: INTERIOR OF SHED TO BE EQUIPPED WITH TW ELECTRICAL RECEPTACLES NEAR DOOR AND ONE LIGHT FIXTURE MOUNTED ON CENTER OF CEILING — 2 BULBS, 10OW EACH. i/ STORAGE SHED, TUFF SHED "GARDEN RANCH" 10'x12' WITH PAINTED OPTION ANCHOR FLOOR JOISTS TO CONCRETE SLAB WITH 12, 1 /2"0 X 8 GALVANIZED ALL THREAD EP:OXYED INTO hY SLAB {5 1 /2" EM`BEDMENT) 3" ALL SIDES ---3" ALL SIDES \ 6 x 6 x10 GA. WWF, i 3„BELOW SLAB SURFACE i i 12'-6" x 10'-6" I i ---------E---------- E-------r D STORAGE SHED FRONT V1EW C5 N.T.S. N.T.S. / MANHOLE GRADE RIN BEARING AREA (SQ. FT.) PIPE SIZE TEE OR PLUG 900 ELL OR CLEANOUT 45° ELL 22.5° ELL 6" 3 4 2 2 8" 5 7 4 2 10" 8 11 6 3 12" 11 1 16 8 1 4 FOUL WE' PIPING AND FITTINGS E PEACEMAKER SIDE MEW C5 N.T.S. 4' X 6' (SEE PLAN VIEW) 24"0 CONCRETE d (o \% \` %= j GRAVEL // 3'-6" SQUARE -- CONCRETE U z 0 M O Lo cts � O Uj z E r �- _ ° N U O Q �U_ Z Y ® tcS N w 06 W (1)cM Z 4) O U)4-0 W or) N O O 0 M. ij 0 ry a w LL ' w O = ca w w w w w w w n ice- u- � a a CLEANOUT NOTES; v 1. CLEANOUT FRAME AND COVER SHALL BE A STANDARD G\IyEER MANHOLE CONFORMING TO C.O.B. STD. DWG. SW-5 2. 95% RELATIVE COMPACTION IS REQUIRED FOR ALL 0 �� o 0 > Q BACKFILL WITHIN 24" OF THE RISER PIPE. > 0 3. LID LABEL TO READ "CITY OF BAKERSFIELD PUBLIC O v v p WORKS SEWER" AS SHOWN ABOVE. "dJ, w 4. CONCRETE SHALL BE CLASS A. 93� SEE MANIFOLD DETAIL F C5 O FLOW d e'a CONCRETE THRUST BLOCK (SEE WET WELL PLAN VIEW) SHALL BE 11 SQ. FT PRESSURE CLEANOUT & PUMP CONNECTION LIST OF MATERIALS DESCRIPTION ERNE D.I. PIPE SPOOL LONG) © D.I. PIPE rii 6 0 VICTAULIC COUPLING AND PRESSURE CAP 0 ' . 0 GALVANIZED REINFORCEMENT ANCHOR RODS © • FLANGED •f ELBOW,-DUCTILERO *= QUANTITY/LENGTH AS i 1 i. 1 9'X6'X12" THICK /'1 A !'.T /\ 1 f'11 A l�t� !1 l�� 1/11•'1r Tf C ,5 **= CONTRACTOR SHALL VERIFY DIMENSION N.T.S. N . T. S. 0I c o 41 a V) 41 ULM 0 rn 0 i vi v U) c- C) a- v i a- C 0 0 i i 41 C a� I= W z 0 w 0 DATE 2/17/2022 L E PA JOB No. 270RR i 0 SHEET 0 0 COB RECORDS No. OF 28 SHEETS 0 -VALVE V -AULT ASSEMBLY 10" -VALVES &PIPING Ni 0 .EE SHEET M4 FOR DETAILS MANIFOLD ASSEMBLY SEE SHEET M,05 FOR DETAILS ,.ALL :MATERIALS SHOWN ON THIS SHEET WILL BE SUPPLIED bT TILITTV BY R*TEC`,to fi&A �DE LXVER�D ,O.T�E SITE AFTER THE HOLE` 'HA5'4'EN*txcA1IAT H INSTALLING CONTRACTOR SHALL SUPPLY A'CRANE OF SUFFICIENT SIZE TO LOWER ALL THE CONCRETE PIECES INTO THE HOLE SAFELY. THE INSTALLING CONTRACTOR A' VALJVE,,VX0*.�T AND 'SHALL INSTALL THE W.,.tr-*,:W ELL, !"A N P I R6-mft`k,;UTILITIES WILL PROVIDE A'REPRESENTATIVE FOR TkH WCAL; ASS STANCE ON. THE DAY OF. INSTALLATION,70- ANSWER AN STIONSTHAT 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 INSTALLING CONTRACTOR. ROMTEC UTILITIES WILL NOT INSTALL ANY OF THE COMPONENTS SHOWN ON THIS PAGE. THE INSTALLING CONTRACTOR IS RESPONSIBLE TO ASSURE THAT THE PROJECT IS COMPLETED AS SPECIFIED. 6" VENT PIPING 0 U T E D T 0 " " 0 D 0 R" C 0 INN T R0 L ( DACTnE)N PIPING BY CiNSTRUCTION CONTr\jl_% \.Jrxj 104 in WET WELL ASSEMBLY 8' DIA. WET WELL W/ TRIPLEX HIDROSTAL PUMPS (DUPLEX FOR INITIAL PHASE) SEE SHEET m,1103 FOR DETAILS 0- 0 w i_TL LL- LL EL- (-) 0 w 0 W 0 LLJ �_ M 0 I— (-) a- 2� 0 w < z w w w (f) W (j),c_ LL_ Lu wmwoww<F-o w X:z�-=>-o F- 0 U- IL o — Z Z rL < z z W LLJ 0 wm<z�5owmwp 0 m w z w > U_ F- 0 Z < F- 0 W = ui wcrVOQ=Om:Ezm w w m � W F- < z U) Lu Q F- cn E-L F- < Z F- 0 < Z W CE a- 0 0 0 Llj cl) co r w --F z 0 z m F- < — F_ m: M ;:> 0 olf Z 0 w z< j5f- ow LE ?� 0 zMc) w .(-)< Zwtw'w'-,Z rj) - zo Z Q_ (/) M 0 Z 0 0 —'-� 0 _oU— n= 0 wz�->o_wwwwm 0 ui Z W W W n F- W 0 <.o o �- 2 z z LL co — o o LIJ m o z w 0 m W LL �- z — U) P _j ozo< _wj 0 z > 0 z LLJ zwo ow<P00 < _w c) 25 c) w W F- < W z 0 QQ- Z­0 W W c6m,mwwu-woz< owzwm0wo<w — M Z 0_ F- W > 0 U) 0 E F- Z W < WU- < o F- Z W F- Z Ll- LLJ C) ffi w W. g LL LLJ cj w (0 0 Z ui D z <-) (w) Lu 9) w W o LL of., LLJ � 0 Uj (_) 0 EL Mi 7- < C0 3: W (LL<)j c') (, r) 0 z c, W, w u0i PZ F- 0 W- LL o c) 03: -><LLz!2 w 0 al� ui W F- ww W> Xw L S Ui tunj LL z — (o m F- 0 CO L) C=), 0 m , Z mwowz-j o<m < cj� 0o _j _-, w z U) 0- > F- w w >-(D x:a:_wwmoiwz=) l- F- 0 m - 0 0 w < 2 6i 04 w IL LL F- w &ul 0 0 0 0 m ON z w 2 w 2 Lu tw > ry 3 LL w 0� LL 10 iy_ 0- g 0 < 0- < 0) 4 0 o Ljj & 0 ", NY cm z r r% CL z z -- - --------- U) 0 04 N Llj 64 1/4 in 0 D uj < F V LAYOUT 0 SCALE 1 20 F_ %w OF L ........... 0." S; CL E 0 c NOTE: ALL DIMENSIONS AND ELEVATIONS SHOWN ARE NOMINAL -DIMENSIONS. IT IS THE RESPONSIBILITY OF THE ON -SITE CONTRACTOR OR ROMTEC UTILITIES CUT cmrocn mn-t n^KA-rr- T1 -r C -r^ _r -Arl z 0 0) Lu v L_ U I 1 I. ur\l" HE ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS DATE 2/17/2022 PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. 0 -1-i PA JOB No. 2709R ff% i v L_ U I 1 I. ur\l" HE ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS DATE 2/17/2022 PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. 0 -1-i PA JOB No. 2709R ff% i SCALE 1" = 6011 WET WELL INTERIOR:TNEMEC 218 & 436 WET WELL EXTERIOR: TNEMEC 46H-413 VALVE VAULT INTERIOR: BARE / UNCOATED VALVE VAULT EXTERIOR: TNEMEC 46H-413 D.I. PIPE LINING: PROTECTO.P401 .I. PIPE COATING': INDURON DISTRIBUTED,@ 2022 ROMTEC INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED, OR FURTHER NOCOMPONIENTS k CONSTRUCTED FROM it P�ANS WITHOUT WRITTEN PERMISSION OF ROMTEC, BASIN FLOOR ELEVATION: 311.21 WELL FLOOR ELEVATION: 308.29 WELL BASE ELEVATION: 307.12 SE c»11 . c r If r•l r A r% Z)cti., i iUly D-D SIZE: 12" SCALE 1'i = 50if TYPE: PVC C905 DR18 El PRIMARY • r ELEVATION TABLE DESCRIPTION k I• INVERTINFLUENT l• k PUMP START liq I D PUMP START I BASIN FLOOR ---- MISC. ELEVATION TABLE DESCRIPTION ELEVATION BACKUP PUMPS START 322.01' BACKUP HIGH LEVEL 321.01' BACKUP LOW LEVEL 314.21' ZUCTING CONTRACTOR) WIN`] [-matelvillillIll lill I ILL 1111 illill! 111111 1 =sAboi H-20 OCCASIONAL TRAFFIC RATED DISCHARGE C.L. ELEVATION: 346.80' FINISH GRADE & RIM ELEVATION: 351.29' INFLUENT SEWER (BY IN 18" PVC C905 ELEVATION: 322.46' www a U 0 mow b � wwCOw VwI Z�w Z c� w mzt-=>-o In OG�H���-u-Z�Z/IL z y Cfl F- w=M U)- vJ O z c� o U)0w,=0,U O N zww�U0=0 QC�� PUMP PACKAUE lwwoLL > (D .-�_ (2wa�_ w co Zt—CJ��ypOLL. 0 Z3 C9 INITIAL CONFIGURATION: DUPLEX aaB00Wg�c� 4- 0 `LCLF--Q�Pt--=z � LL cl ZZ��UtYOp}w � 1.00, FUTURE CONFIGURATION: TRIPLEX Q'XooE�OQm� U) cu Cnw�wuicti az0 m N 1.00' L: I T L 5K-L 2EE - a- a. w=w w M 3.80' o�Z�o92=ww z coo HP: 14.8HP � Q �_ w Un N3.50.c~=ozwpoom Z � CO ww�-z o O§¢� W p z o Q T w e DUTY POINT: 96zt"51GPIvI AT 36■4 TDH z�--0w boo N � QwF-¢wF-u Ei Z0a i�i� C) �n.Uo-U) Zia- N ZOwww Woz< O O d �Z � W_j 0 Q 0, F- 0. =Uozz CL v=Uwe=QVQQ,' FEATURES. 6 wt- Zm�i- zcncn� ®®...�. z Q zzLL — w w Ow �:uj:> V,UwFn�o HATCH: H-20 OCCASIONAL, ALUMINUM 0 w = z Q W W p�ow>-Ou-wow= zJOwUOd-=i— <CU>._ . DISCHARGEPIPING: °'(WW),,'� 0� W= Q I Zpcj)w ww �z—_>0J�=ti r I PRIMARY LEVEL SENSING: PRES RE T N ® ¢�W Q z SU S UCE ���W�WW��oMz m >>O w ,p�,�z ��Qc�n BACKUP LEVEL SENSING:(3)FLOATS Q W o Lu Llica CL wwo0wz U)>-D, 0) STAINLESS STEELGUIDE��0CLF-001� QUICK CONNECT DISCHARGE ELBOWS PREROSTA-IL BASIN DISCONNECT PANEL & STAND 0 A FRONT SCALE 111 = 50" NOTE: ALL STRUCTURAL,, MECHANICAL,. AND ELECTRICAL ITEMS REQUIRED FOR BOTH THE INITIAL DUPLEX AND FUTURE TRIPLEX CONFIGURATIONS k r BEING SUPPLIED, i � EXCEPT �_. . _ FUTURE THIRD PUMP. THE ONLY ACTIONS REQUIRED TO UPGRADE THE INSTALLED SYSTEM FROM THE INITIAL DUPLEX CONFIGURATION TO THE FUTURE TRIPLEX k • PLACE AND SELECT THE APPROPRIATE OPERATING CONFIGURATION, ON THE CONTROL PANEL, ARE TO LOWER THE THIRD PUMP INTO cl CV w LL. •� W m 0 ww W W nu� iL a 0 1m 0) L0 W _ 0- o v S/038 .k i a co Chi >N A U O 3 ALL MATERIALS SHOWN ON THIS SHEET WILL BE SUPPLIED BY ROMTEC UTILITIES AND DELIVERED TO THE SITE AFTER W THE HOLE HAS BEEN EXCAVATED AND SHORED. THE V) 0 INSTALLING CONTRACTOR SHALL SUPPLY A CRANE OF SUFFICIENT SIZE TO LOWER ALL THE CONCRETE PIECES N 0 INTO THE HOLE SAFELY. THE INSTALLING CONTRACTOR SHALL INSTALL THE WET WELL (AND VALVE VAULT AND w METERING VAULT IF APPLICABLE). ROMTEC UTILITIES _ WILL PROVIDE A REPRESENTATIVE FOR TECHNICAL ASSISTANCE ON THE DAY OF INSTALLATION TO ANSWER ui J a ANY QUESTIONS THAT MAY ARISE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLUMBING AND ELECTRICAL 0 CONNECTIONS AND INSTALLATION. ITEMS NOTED AS "BY i OTHERS" WILL BE PROVIDED AND INSTALLED BY THE INSTALLING CONTRACTOR. ROMTEC UTILITIES WILL NOT .3 INSTALL ANY OF THE COMPONENTS SHOWN ON THIS PAGE. CL THE INSTALLING CONTRACTOR IS RESPONSIBLE TO ASSURE E THAT THE PROJECT IS COMPLETED AS SPECIFIED. U U NOTE: ALL DIMENSIONS AND ELEVATIONS SHOWN o z. ARE NOMINAL DIMENSIONS. IT IS THE RESPONSIBILITY 0 L v OF THE ON -SITE CONTRACTOR OR ROMTEC UTILITIES CUSTOMER (NOT ROMTEC UTILITIES) TO VERIFY THE v _ v ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS DATE 2/17I2022 PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. � PA JOB No. 2709R SHEET U) 0 D COB RECORDS No. o OF 28 SHEETS / V A .;U HATCH OPENING. SECTION D-D SCALE 1" = 5011 X=- SCALE 1" = 50" NOTE: CONDUIT TO CONTROL PANEL (BY ELECTRICAL CONTRACTOR) MINIMUM: (3) 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 INSTALLING CONTRACTOR SHALL SUPPLY A CRANE OF SUFFICIENT SIZE TO LOWER ALL THE CONCRETE PIECES INTO THE HOLE SAFELY. THE INSTALLING 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 INSTALLING CONTRACTOR. ROMTEC UTILITIES WILL NOT INSTALL ANY OF. THE COMPONENTS SHOWN ON THIS PAGE. THE INSTALLING CONTRACTOR IS RESPONSIBLE TO ASSURE THAT THE PROJECT IS COMPLETED AS SPECIFIED. O 2022 ROMTEC INC. ALL RIGHTS RESERVED. PLANSTHESE AND DRAWINGS REPRODUCED,, ADAPTED, OR, FURTHER DISTRIBUTED, AND NO COMPONENTS CONSTRUCTED FROM THESE PLANS 3 WITH OUT, WRITTEN PERMISSION ..• . ROMTEC, INC. BOmm'm NOTESm. la 13 CABLE HANGER ASSE,mlBLY 1.15 LIFTING CLUTCH WILL C A BE PROVIDED TO FACILITATE LEVEL SENSING. BE in PROVIDED TO FACILITATE LIFTING, -1.2l NEVER in sSEIZE _JOINT WRArl-'/SEALANTS WILL BE PROVIDED FOR INSTALL, NOTE: TOP SLAB AND HATCH ARE C FRONT, f SCALE 1" _ ,. 0", . . I TFTTr*JCs Cl UTCH N®T SHOWN. HEFTS IN ROMTEC 'SIDS SECTION 3.01 mm PARTS LIST T__0CK NUMBER DESCRIPTION rMIN: I I I I : 1 ( ASSEMBLY G -*T-* •, : AS E - WW - 8ft f 1 x 48in 10-GR999999 CONCRETE FILL HIDROSTALBASIN IF 31--HWOOAKS6 ANCHOR- KIT- - 316SS - DISCHARGE ELBOW 48 'i080.f lilliq f f • •• I• I I I I ''GASKET FLANGE 6in i:ii OATING INTERIOR 8ft ) 1 12-CRO884C Fla ON s • • R f ( . . BARREL 8ft OiOO'O .. .. TOP -SLAB s s 99 ( B 'CABLE � ` if / R t t t ( • f R. ., ,, 1 ASSEMBLY 8ftf 'DEFLECTOR PANEL 17-AC38000B BO LT KIT UPPER GUIDE BAR BRACKET I ' 10 I I I I ,PUMP SHIPPING CRATE: • i ' tGG _'PUMPHIDROSTAL Li k (i P6! ADAPTER fR# ; IFTING ASSEMBLY 316SS CHAIN • • I I I I !GRIP EYE UNIT L I I I I O I O I ( j;DISCHARGE PIPE A 316SS / 0 8in L I R R I I • ';PIPE 316SS { t f / -�44 • 0 l , I , , If r • in • 1 I I : ' JOINT WRAP R ! • 51 l ( ! l • I II I I 62-CGOO-P-TOO �lCORD GRIP - PRESSURE TRANSDUCER - WEDGE CLAMP-, 80-FIOOPTOO DESSICANT FILTER PRESSURE TRANSDUCER •80-FS20MSNL iFLOAT! t : 0I R I I w U W paU0 w0U) m WW�W cnZizLLJ U?mWz�w¢i—p wCL JF- OAF- L-.zn- z uy=¢zwowWzo U=WZo�>Mcl) �0��oz_;cf) 0 00 5o62 w=_� J co_ z m w=0w`tWU)C)�� zF--v~0U- Q Z) Cl z z U 0 W S' O w cl) cn ozoW-F'— ~=o QWpati`'��Qmc) cnw�ww��mz0 z Z d z c�-0_=w= _j —0 0 >z ww>- 0 y Z¢ WWlY W �'- Cn 0 Q�=Oz(n OOOoWp aLL 00~§zz<§w0wWwzE:� w Z o ¢ f� z0 LJ9z> Qw�,�Wt=W- 20wvo�� z u- wWwwOz¢ O�zMWF-W892W c�=(z <z(w < 0w Z w W ZOW— =4wW z<,0wan2O z--1OW�p��=� V1=�~¢U>9�0 0U3W=�z¢Qpl� zo=vDwm Ew : >� JOUfilz .>U_ _ p 6 W w= W ZO w W`t U-WZ> n°°¢c=r} > >= mm w p W z -J z p Q m <W_j-,wUa>F— W W VOWz cl)i-CO _ = u) cr- = O w z = C) r Z C LO u)l Cc .E C:)L� ? o N CJ , 5 0 v/ / /I! a) �.i. z �° w m N Z a rnN �. j Z cn In � �: �-- N CU O (S7 c) 0 �- Ii w Q 0 W L ` w p w wWW � � w W p• o (L a a. 2 z Z, U) Q � a z z ou � o cn U s LL J J 04 04 ui � Q LININGS & COATINGS W U WET WELL INTERIOR: TNEMEC 218 & 436 cn 0 WET WELL EXTERIOR: TNEMEC 46H-413 0� D.I. PIPE LINING: PROTECTO P401 � D.I. PIPE COATING: INDURON CERAMAWRAP 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. o DATE 2/17/2022 .J PA TDB No. 2709R' ) SHEETS j lti O DN 0 ry �- op b a COB RECORDS No. o . ' DF , 28 sHEEl. z VALVE V -AULT INTERIOR: BARE / UNCOATED VALVE VAULT EXTERIOR: TNEml,EC 46H-413 D.I. PIPE LINING: INDURON iDAP .I. PIPE COATING: x. i xl i� t5. 4 K' SCAI-[- I — L.J RCc�� MTEC © 2022 ROMTEC THESE PLANS AND DRAWINGS • _mkEPRODUCED, ADAPTED, OR FURTHER AND OCOMPONENTS MAY BE CONSTRUCTED.•WITHOUT PERMISSIONWRITTEN OF ROMTEC 12" THICK CAST -IN -PLACE CC THRUST RESTRAINT COLLAR (BY INSTALLING CONTRACTC DETAIL N SCALE 111 = 511 S SHEET WILL BE SUPPLIED BY ROMTEC UTILITIES AND DELIVERED TO THE SITE AFTER THE HOLE HAS BEEN EXCAVATED AND SHORED. THE INSTALLING CONTRACTOR SHALL SUPPLY A CRANE OF SUFFICIENT SIZE TO LOWER ALL THE CONCRETE PIECES INTO THE HOLE SAFELY. THE INSTALLING 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 INSTALLING CONTRACTOR. ROMTEC UTILITIES WILL NOT INSTALL ANY OF THE COMPONENTS SHOWN ON THIS PAGE. THE INSTALLING CONTRACTOR IS RESPONSIBLE TO ASSURE THAT THE PROJECT IS COMPLETED AS SPECIFIED. SECTION E-E V! A VV HATCH OPENING • I I�S/ • � � 1� ���,`7 I �'1►� /�\ � � ale• � �: i �j� t � i l 3f1 PVC DRAIN W/ STAINLESS STEEL INLET GRATE fER SEIZE AND JOINT NLANTS WILL BE PROVIDED ALL. 2.3 PARTS •STOCK NUMBER DESCRIPTION ..G..� 'VALVE VAULT ASSEMBLY 20-C:; .02-PIECE GRATES t 8; r! m7OP SLAB i l f r25-PS080FLG PIPE A ! - 316SS 8in FLANGE f r ,♦ 4 r PE STAND 304SS BASE PLATE / / ► r r I ► / i r ► t / ! t t r r►:! r r ! 8in DIA 40t,NIPPLE 304SS! t : I s I r:'!BALL VALVE • t PV080GDO liq • ; • ! ! r fEg t t: f I! t VALVEli CHECK LEVER 44—AD08RMAL FLANGE ADAPTER ALPHA 080STR -"RETAINER GLAND 8in HEAVY DUTY " i:s . errSADDLE I : t SPOOL ! : ! • t r ! 0 ,1 gdwi • � E I:}'104' I 'ELBOW PVC I r 1 • r : r 6IS: PRESSURE ! i x .251n MNPT BACK 60• •(NEEDLE t 51-SECSI 9I 911 Io: f SEALANT51-SECS231S ! ■ : 11 I]JOINT WRAP l 46T 's t19 ►/ r IML t, t , • •r ,. ! A t t , , t . r r ,L ! , x 14in f l r 1 • l FLOOR DRAIN I, ■,1 ' t DISCHARGE CLAMP STRUTMOUNT I, G ..000.4 PIPE . /0 7 rri itr/ PIPE PVC SCH40DIA A y w fu } t$ Ct � E 4 81-2 1/211 v wu-u. o 0 a U 0 wm m J zoa.z w0w� U)W Z cwlJmw��W QF-p a�<tZOt-~W ZOZ E-zww�0 Zo m UU-=w U) I— Q F-Oct�F.Oz�cncnU U Of p wwm3: wm wm0wQYCw [L LL o��F_ zF_c.)F'w00LL L pCQ�=zzUpw �a-000w(f)( ozaL-gF-=Q��- o zQ a-, o o r w w Ummpw Z cnC� zZ0�� o2C70 00_ —LW LJ j p U U) 3:Cn W owzzwcnwwF gyp Wu. —z —Lu � cnCD i=-� 0 0 S Q� w o z o Q ZD��n J )Z> z p w o w Q� 0 0 Q W F- Q W z U Q_ z0wwwoW0QQ Wz W _ O a O w= O o O Q=vwF-ZWQp"- U P u-.z w '-Q~U zzmazz w CLnQwwpw2c>Uu-oWv cnwzQUz0U) z 0 W o o W�= H t�czi3W=�zQQOo zoxgDwm Ww zt-=>D�otLL Q¢QO� >QL-Z Qp�w=ww p OwW`W<oulz>wmo n W co CD U) LLJ m W 0 W z Z p Q m `tctd 3wUSQ_>I- wwOW z cn>-�n __ U) W= O w z o F-F--0mL--000CQ2 ' NOTE. ALL DIMENSIONS AND ELEVATIONS SHOWN`;' SAE NOMINAL DIMENSIONS. IT IS THE RESPONSIBILITY THE ON -SITE CONTRACTOR OR ROMTEC UTILITIES E .,, CUSTOMER (NOT ROMTEC UTILITIES) TO VERIFY THE FRONT ACCURACY OF ANY CRITICAL DIMENSIONS OR ELEVATIONS c ::K �� ,� PRIOR TO SETTING OR INSTALLING ANY EQUIPMENT. SCALE 1 = 20 E a d — /dz3 & 'a - ••: •' • Z O _ M rn to (O U).030 W z o W`F- N M 0 _ yCD ®co) 7i 06 �C U) CD z M cUJ o ozs W �o � � N �zM W LU r-- 04 CD O (0 O 0 CL Q N W lL w -�� 0 w Z m 0 m w w W w w w ) IL X tL d 0 a ER � b/ `z U-) c/) , Q w n- > U U O c, Ova U cyy S��3� •�c LLI Q 0 Y U 0 / cp C �3 QL 0 U o u) >_ > W Ne DATE 2/17/2022 O 0 PA JOB No. 2709R SHEET O D N cn 0 OF 28 SHEETS e �' L'-: f s' � 5;4d ACCEPTED PUMP PERFORMANCE STANDARDS C. THE ROMTEC UTILITIES SYSTEM MAY ALSO INCLUDE KOR-N-SEALS, LINK SEALS, OR OTHER PIPE BOOT PRODUCTS. THESE RECOMMENDED LIFTING METHOD FOR PRECAST CONCRETE ARE TO BE USED BY THE INSTALLING CONTRACTOR TO SEAL BETWEEN THE CORED HOLE(S) AND THE PIPING ENTERING THE A. ROMTEC UTILITIES PUMP EQUIPMENT FOR THIS SYSTEM TO MEET THE PROVIDED DESIGN CRITERIA. THE PUMP STRUCTURE. A. ALL CONCRETE COMPONENTS ARE DESIGNED TO BE LIFTED AND PLACED BY USE OF THE PRE -INSTALLED ANCHORS AND PERFORMANCE CURVE(S) SHOW THE PUMP ACHIEVING A PUMPING RATE IN GALLONS PER MINUTE (GPM) AT A SPECIFIC TOTAL LIFTING GEAR. DYNAMIC HEAD (TDH). THIS INDUSTRY STANDARDS FOR MEETING THIS TARGET POINT ARE AS FOLLOWS: D. THE ROMTEC UTILITIES PLANS SHOW THE ALIGNMENT OF STRUCTURES IN RELATION TO EACH OTHER. INSTALLING CONTRACTORS ARE EXPECTED TO INSTALL STRUCTURES EXACTLY AS SPECIFIED. FOR EXAMPLE, THE CENTER LINE OF A WET B. PRIOR TO PLACING THE CONCRETE COMPONENTS, ENSURE THAT THE EXCAVATION AND COMPACTED FOUNDATION IS B. ALL PUMP MANUFACTURERS TEST PUMPS FOR ACCEPTANCE N F U O CCEP ANCE BASED ON E O SEVERAL HYDRAULIC INSTITUTE PUMP WELL AND VALVE VAULT MUST ALIGN CORRECTLY FOR DISCHARGE PIPING TO ATTACH CORRECTLY. PROBLEMS ARISING FROM COMPLETE AS SPECIFIED BY THE SITE ENGINEER. THE FOUNDATION MUST NOT ALLOW THE STRUCTURE TO SETTLE OR TILT ACCEPTANCE LEVEL STANDARDS. TYPICAL PUMP ACCEPTANCE STANDARDS INCLUDE A CERTAIN PERCENTAGE OF INCORRECTLY INSTALLED STRUCTURES AND/OR PIPING BETWEEN THE STRUCTURES ARE THE RESPONSIBILITY OF THE DURING OR AFTER INSTALLATION. POSITIVE/NEGATIVE TOLERANCE FOR THE SPECIFIED FLOW AND TOTAL DYNAMIC HEAD. INSTALLER, NOT ROMTEC UTILITIES. C. PROVIDE A SAFE, OSHA -APPROVED METHOD OF CAVE-IN PROTECTION (SHORING). C. THE PUMPS SHOULD PERFORM WITHIN THIS RANGE AS LONG AS THE TDH PROVIDED BY THE CUSTOMER IN THE GIVEN 3. CONCRETE STRUCTURES LEAK FOR MANY REASONS DURING AND AFTER INSTALLATION DESIGN CRITERIA IS TRUE AND CORRECT. WHEN ROMTEC UTILITIES CALCULATES THE TDH USING CUSTOMER SUPPLIED D. USE LIFTING EQUIPMENT OF THE APPROPRIATE SIZE AND CAPACITY. FOR EXAMPLE, A PARTICULARLY HEAVY ITEM SHOULD DOCUMENTS (E.G., FORCE MAIN PROFILES), AND THE ACTUAL FIELD CONDITIONS DIFFER FROM THE PROVIDED PLANS, ROMTEC A. CONCRETE STRUCTURES MUST BE INSTALLED ON A COMPACTED, LEVEL FOUNDATION PER ASTM C1821-16. SPECIFICATION BE LIFTED USING ONE APPROPRIATELY SIZED CRANE, NOT BY USING TWO UNDERSIZED EXCAVATORS. UTILITIES CANNOT BE HELD RESPONSIBLE FOR PUMP PERFORMANCE ISSUES TIED TO CHANGES IN THE CALCULATED TO ACTUAL FOR THIS FOUNDATION IS SITE SPECIFIC, AND IS MADE BY OTHERS, NOT BY ROMTEC UTILITIES. ALL JOINTS BETWEEN STACKED TDH. CONCRETE SECTIONS MUST BE LEVEL AND EVENLY SUPPORTED. ANY LEANING OR UNEVENLY SUPPORTED STRUCTURES WILL NOTE. THEINSTALLING CONTRACTOR IS EXPECTED TO KNOWAND USEINDUSTRYSEST PRACTICES FOR LIFUNGAND RESULT IN MANY PROBLEMS, INCLUDING LEAKING AT THE JOINTS. PLACING PRECAST CONCRETE NOT ALL ELECTRICAL COMPONENTS ARE SUBMERGENCE RATED B. MOST STRUCTURAL LEAKS ORIGINATE AT CORED HOLES FOR PIPE PENETRATIONS. THE SYSTEM HAS BEEN DESIGNED SO E. THE INSTALLING CONTRACTOR IS EXPECTED TO PROVIDE THE APPROPRIATE LIFTING CABLES, STRAPS, OR CHAINS, AS WELL A. FLOW METERS, LIMIT SWITCHES, AND INTRUSION SWITCHES ARE EXAMPLES OF ELECTRICAL COMPONENTS THAT MAY NOT THAT ALL PIPING ENTERING/EXITING THE STRUCTURE MUST PASS THROUGH PARALLEL TO THE CORED HOLE. IN OTHER WORDS, AS CONNECTION DEVICES TO ATTACH THE CABLES TO THE CRANE AND LIFTING CLUTCHES. BE SUBMERGENCE RATED. THESE COMPONENTS WILL BE HOUSED IN A STRUCTURE THAT IS NOT INTENDED TO FILL WITH THE PIPING MUST GO STRAIGHT THROUGH CORED HOLES WITHOUT DEFLECTION. IF THE PIPING IS BROUGHT THROUGH ANY OF WATER AND HAS A MEANS FOR WATER EGRESS, SUCH AS A VAULT WITH A DRAINBACK PIPE. THE CORED HOLES AT AN ANGLE, THERE IS RISK OF LEAKING AT THAT LOCATION. IF FIELD CONDITIONS REQUIRE PIPING TO F. ALL LIFTING CABLES, STRAPS, OR CHAINS MUST BE LONG ENOUGH TO PREVENT RIGGING FROM PUTTING LATERAL PRESSURE ENTER/EXIT THE STRUCTURE AT AN ANGLE, IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THE ON ANY OF THE LIFT ANCHORS. ROMTEC UTILITIES RECOMMENDS THE USE OF A SPREADER BAR WHENEVER THE CABLE LENGTH B. WATER DAMAGE TO NON -SUBMERGENCE RATED ELECTRICAL COMPONENTS IS NOT COVERED UNDER THE ROMTEC UTILITIES PENETRATION IS WATER TIGHT. IS QUESTIONABLE. DAMAGE RESULTING FROM FAILURE TO FOLLOW THIS RECOMMENDATION WILL NOT BE COVERED BY WARRANTY. ROMTEC UTILITIES CAN ASSIST WITH THE REPLACEMENT OF DAMAGED COMPONENT(S), BUT ROMTEC UTILITIES IS ROMTEC UTILITIES. NOT RESPONSIBLE FOR THE COST OF THE REPLACEMENT(S). C. AREAS OF HIGH GROUND WATER WILL TEST THE WATER TIGHTNESS OF ALL JOINTS AND PENETRATIONS IN THE STRUCTURE. INSTALLING CONTRACTORS SHOULD TAKE EXTRA PRECAUTIONS TO ENSURE WATER TIGHTNESS WHEN INSTALLING IN AN AREA G. SEE THE CONCRETE PRODUCTION DRAWINGS FOR WEIGHT OF INDIVIDUAL COMPONENTS. C. ANY POTTING KITS SUPPLIED BY ROMTEC UTILITIES MUST BE INSTALLED BY THE INSTALLING CONTRACTOR. IF WATER WITH HIGH GROUND WATER. DAMAGE OCCURS TO ITEMS THAT SHOULD HAVE HAD A POTTING KIT INSTALLED, ROMTEC UTILITIES CAN ASSIST WITH OFFLOADING AND STORING CONCRETE REPLACING THE DAMAGED COMPONENT(S), BUT ROMTEC UTILITIES IS NOT RESPONSIBLE FOR THE COST OF THE D. HIGH GROUND WATER CAN BE SEASONAL, SO THE INSTALLER OR OWNER SHOULD CHECK THE STRUCTURES FOR LEAKS REPLACEMENT(S). DURING WET MONTHS, ESPECIALLY AFTER AN INSTALLATION DURING A DRY PERIOD. A. ALL OFFLOADED CONCRETE THAT IS NOT IMMEDIATELY PLACED IN ITS FINAL INSTALLATION LOCATION MUST BE APPROPRIATELY STORED ON LEVEL DUNNAGE WITH EVEN, REGULAR SUPPORT UNDER THE CONCRETE, NOT DIRECTLY ON FINAL CONCRETE DIMENSIONS E. A LEAK IN A LINED OR COATED STRUCTURE MAY COMPOUND THE PROBLEM THAT A LEAK CREATES. INFLOWING WATER FROM UNEVEN GROUND OR WITH UNEVEN, IRREGULAR SUPPORT. DAMAGE CAUSED BY FAILURE TO FOLLOW THIS RECOMMENDATION THE LEAK CAN FLOW BETWEEN THE LINING/COATING AND THE CONCRETE, CREATING A SEPARATION THAT REQUIRES REPAIR. WILL NOT BE COVERED BY ROMTEC UTILITIES. A. ACTUAL CONCRETE DIMENSIONS WILL BE WITHIN +%- 0.5" FOR MAJOR DIMENSIONS ON THE APPROVED PRODUCTION REPAIR CAN BECOME EVEN MORE DIFFICULT IF THE ACTUAL POINT OF INGRESS IS CONCEALED BY THE LINING/COATING. IN DRAWING(S) (LENGTH, WIDTH, HEIGHT; CORE LOCATIONS; WALL THICKNESS; ETC.). ROMTEC UTILITIES WILL NOT ACCEPT ANY OTHER WORDS, THE ACTUAL POINT OF INGRESS MAY NOT BE THE SAME POINT WHERE THE LEAK SHOWS THROUGH THE B. ALL CONCRETE THAT IS TEMPORARILY STORED PRIOR TO FINAL INSTALLATION SHOULD BE THOROUGHLY CLEANED BEFORE CHARGES FOR FIELD ADJUSTMENTS OR ENGINEERED PLAN REVISIONS BASED ON THESE SLIGHT CHANGES TO CONCRETE LINING/COATING. IT IS STACKED. FAILURE TO CLEAN CONCRETE JOINTS PRIOR TO STACKING CAN RESULT IN SEALANT FAILURE AND LEAKS. DIMENSIONS IN THE FIELD. ROMTEC UTILITIES WILL NOT WARRANTY STRUCTURES THAT ARE NOT CLEAN AND DRY PRIOR TO INSTALLATION. F. WHILE ROMTEC UTILITIES MAY SUPPLY AND/OR PRE -INSTALL THE LINING OR COATING, ROMTEC UTILITIES IS NOT NOTE., MANUFACTURERS OF PRECAST CONCRETE CANNOT PRODUCE ITEMS SUCH AS BARRELS, BASES, OR TOP SLABS TO RESPONSIBLE FOR ANY COST ASSOCIATED WITH REPAIR OF THE LINING/COATING DUE TO STRUCTURAL LEAKING. RECOMMENDATIONS FOR EXTENDED PUMP STORAGE EXACT DIMENSIONS MEASURED IN HUNDREDTHS OFAN INCH. THE PRODUCTION DRAWINGS MA YSHOW DIMENSIONS IN THE HUNDREDTHS OFAN INCH, BUT IT IS NOT REALISTIC TO CAST CONCRETE TO THOSE EXACT DIMENSIONS. 4. PRECAST CONCRETE INSPECTIONS A. NEVER STORE PUMPS IN THE WET WELL PRIOR TO START-UP. STORE PUMPS IN AN UPRIGHT POSITION IN A CLEAN, DRY LOCATION FREE FROM TEMPERATURE EXTREMES AND DIRECT SUNLIGHT. B. ALL CONCRETE JOINTS MUST BE THOROUGHLY CLEANED AND DRIED PRIOR TO APPLYING BUTYL SEALANT, CAULKING, A. IF REQUIRED, ANY CUSTOMER INSPECTION OF PRECAST CONCRETE MUST BE MADE AT THE PRECASTER FACILITY, NOT AND/OR JOINT WRAP. REFRY TO THE JOB SITE. IN OTHER WORDS, IF THE CUSTOMER REQUIRES ADDITIONAL CONCRETE INSPECTION, THIS MUST B. ONCE DURING EVERY MONTH OF STORAGE, THE PUMP IMPELLERS SHOULD BE MANUALLY ROTATED BY HAND TO ENSURE BE PERFORMED PRIOR TO WHEN THE CONCRETE LEAVES THE PRECASTER FACILITY FOR DELIVERY. FREE MOVEMENT OF ALL ROTATING PARTS (SEALS, BEARINGS, AND IMPELLERS). ADD SILICONE SPRAY OR RUST -INHIBITING OIL C. CORED HOLES FOR ELECTRICAL WIRING AND CONDUITS ARE NOT BY ROMTEC UTILITIES. THEY ARE THE RESPONSIBILITY OF TO THE LOWER CASING, COMPLETELY COATING THE IMPELLER AND INSIDE OF THE LOWER CASE. ALSO FULLY COAT THE THE INSTALLING CONTRACTOR. S. LININGS AND COATINGS OF CONCRETE DISCHARGE FLANGE FACE. OUTFALL DESIGN A. MOST CONCRETE COATINGS AND LININGS REQUIRE SIGNIFICANT CURE TIMES (TYPICALLY FOUR WEEKS). ROMTEC UTILITIES C. PROTECT PUMP CABLES FROM DAMAGE AND MOISTURE. CABLES SHOULD BE STORED SO THAT THERE IS NO TENSION ON THE IS NOT RESPONSIBLE FOR CONSTRUCTION DELAYS CAUSED BY LINING/COATING CURE TIMES. INSTALLATION OF STRUCTURES CABLE ENTRY POINT INTO THE PUMP. THE FREE END OF THE CABLE MUST BE PROTECTED FROM MOISTURE AT ALL TIMES. A. ROMTEC UTILITIES IS NOT RESPONSIBLE FOR THE OUTFALL STRUCTURE AT THE DISCHARGE END OF THE FORCE MAIN. THAT OCCURS BEFORE THE CURING PROCESS IS COMPLETE WILL VOID BOTH THE LINING/COATING MANUFACTURER'S NEVER LIFT A PUMP BY THE CABLE. ROMTEC UTILITIES HAS NOT REVIEWED THE SIZE OF THE OUTFALL STRUCTURE TO DETERMINE ITS ABILITY TO HANDLE THE WARRANTY AND THE ROMTEC UTILITIES WARRANTY. SYSTEM'S PUMPING RATE. REVIEW OF THE OUTFALL STRUCTURE FOR COMPATIBILITY WITH THIS SYSTEM IS THE D. THE PUMP MANUFACTURER MAY HAVE MORE STORAGE AND HANDLING RECOMMENDATIONS. RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. B. ANY DAMAGE TO LININGS OR COATINGS THAT OCCURS DURING SHIPPING OR CONSTRUCTION IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO REPAIR OR REPLACE. INSTALLATION AND BACKFILL RECOMMENDATIONS B. ANY PROBLEMS WITH THE OUTFALL STRUCTURE DURING SYSTEM STARTUP AND GENERAL OPERATION ARE THE RESPONSIBILITY OF OTHERS, NOT ROMTEC UTILITIES. INSTALLATION INFO AND RECOMMENDATIONS A. ALL EXCAVATIONS MUST BE KEPT DRY DURING INSTALLATION. THIS MAY REQUIRE THE USE OF MULTIPLE DEWATERING PUMPS. STRUCTURAL AND MECHANICAL DISCLAIMERS ROMTEC UTILITIES DELIVERS THE FOLLOWING ITEMS WITH A TYPICAL PRECAST CONCRETE WET WELL. B. PRECAST CONCRETE SECTIONS MUST BE LEVEL WHEN PLACED ON THE COMPACTED BASE. THIS COMPACTED BASE IS 1. ROMTEC UTILITIES IS NOT RESPONSIBLE FOR STRUCTURAL OR LEAK TESTING A. PRECAST WET WELL BASE ASSEMBLY - THE BASE ARRIVES READY TO BE PLACED ON THE COMPACTED FOUNDATION (AS SPECIFIED BY THE SITE ENGINEER AND/OR GEOTECHNICAL REPORT. ROMTEC UTILITIES STRONGLY RECOMMENDS THAT THE APPROVED BY THE SITE ENGINEER) BASF BE THOROUGHLY CLEANED AND TRANSIT -LEVELLED. A. THE CUSTOMER IS RESPONSIBLE FOR ANY ONSITE HYDROSTATIC OR VACUUM TESTING OF UNDERGROUND STRUCTURES. THE ROMTEC UTILITIES WARRANTY TERMS REQUIRE THAT ANY AND ALL TESTING OF UNDERGROUND STRUCTURES OCCURS B. PRECAST WET WELL BARRELS - ALL PIPE PENETRATIONS SHOWN ON THE COMPONENT DRAWING(S) ARE PRE -CORED UNLESS C. A SAFE WORKING AREA WILL BE REQUIRED AROUND THE PLACED STRUCTURE FOR THE INSTALLING CONTRACTOR TO APPLY PRIOR TO BACKFILLING AROUND THE STRUCTURE(S). OTHERWISE NOTED. PIPE BOOTS ARE PROVIDED FOR USE IN SEALING THE CORED HOLES. THE SEALANT AND/OR JOINT WRAP. B. ROMTEC UTILITIES RECOMMENDS THE FOLLOWING TEST METHODS IF NECESSARY: C. PRECAST WET WELL TOP SLAB - THE TOP SLAB WILL INCLUDE THE PRE -INSTALLED HATCH AND IS READY TO BE PLACED. D. ALL JOINTS MUST BE KEPT CLEAN AND DRY WHILE SEALANT AND/OR JOINT WRAP ARE BEINGAPPLIED. a. ASTM C497-05, SECTION 8, HYDROSTATIC TEST METHOD b. ASTM C497-05, SECTION 9, PERMEABILITY TEST METHOD D. ACCESSORY PALLET - THE PALLET INCLUDES THE FOLLOWING: E. JOINT SEALANTS SHOULD BE APPLIED PER THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. WHEN APPLYING a. BUTYL SEALANT, CAULKING, AND OR JOINT WRAP FOR CONCRETE JOINTS SEALANT, MAKE SURE TO REMOVE THE PAPER BACKING AND MOLD/KNEAD CUT ENDS TOGETHER TO FORM ONE PIECE. U U-_ U- oaUO w0U) ww`nw wzWw (f) m = z � LIJ F- w=Qz~zww�0 F o� L- 0 oz J U5 U C9 w w�=}���=�_Ztn w=0==WC/) LL zwOCL F- = Q= z z U o w �- Ow �w = ola�¢F-z�=- w Fo -. z 0_ OtO/) wLL�oz>- Umm0 v6w�wWCz0 zz �z�0oooOo_Z-0 ==�>j02wwUzmZwi-vO 6 wQo�F-�zw <=W� 00U i<t�woZOQ 0 Zm9tAJOz> zclo�o=0oow cnn LLWwOz°' O�zW=OwU<t� �zaI-w>o�n �Q=�Q¢=oz�w3a: -:- ZWu) vW z w wwZZ ) TMUUcmO W wZl_<wwOw Q �OLLwm wo0a-~~ (1) 1—- -' w w -- zoa:C) - = �w ��OO�Ww=Lif wzn-m <=nwz?cwDI<--c=n >>_.�-OWOcA— mWoWz-zp¢m Qw-'-,w(.) 0-* - wwUOtilZ U)>-U) ==Uw=O=wz= E-F--ocLt-Uo�¢� C) Z O .� M O CD to C:)ujz�� �- _ N a U Cfl 0 _ 0 U) c!) v u- z �, to w N _W p o 06 z u) wz � `y'' w � o� o 0 u d 0 N w LL w 0 Ld 0 m S w W w w W F- w LL wo a 1 o h� 0 \>- w o- '� _> U � o 0 moo- Ov> U o�b�''1 SAP s,0A vi w z F� 0 �.... z 0 U. < C. REPAIR OF CONCRETE STRUCTURES IS ALLOWABLE IF NECESSITATED BY DAMAGE THAT OCCURRED DURING SHIPPING. THE b. DISCHARGE PIPING a "® ROMTEC UTILITIES WARRANTY TERMS REQUIRE THAT ANY REPAIR TO CONCRETE STRUCTURES CONFORMS TO THE c. GUIDE RAILS AND BRACKETS F. SEALANT SHOULD COMPRESS A MINIMUM OF 50% PRIOR TO ANY BACKFILLING. COLD WEATHER MAY DELAY THE TIME IT o REQUIREMENTS OF ASTM C478-09, AND THAT ROMTEC UTILITIES BE NOTIFIED IF ANY REPAIRS ARE PLANNED. d. LEVEL SENSING DEVICES TAKES TO ACHIEVE PROPER COMPRESSION. IF BACKFILL IS ADDED PRIOR TO SEALANT COMPRESSION, IT MAY PREVENT FULL N COMPRESSION AND RESULT IN LEAKS. ROMTEC UTILITIES IS NOT RESPONSIBLE FOR ANY LEAKS RESULTING FROM FAILURE TO D. ROMTEC UTILITIES STRONGLY RECOMMENDS AGAINST THE USE OF ANY TYPE OF CONCRETE AS BACKFILL MATERIAL. NOTE., THE SUPPLIED DISCHARGE PIPINGAND GUIDE RAILSAREINTENTIONALLY TOO LONG. THE INSTALLING CONTRACTOR FOLLOW THESE RECOMMENDATIONS. ui 15 EXPECTED TO MEASURE THE PIPING AND TRIM TO FIT A NEEDED. THE CONTRACTOR MUSTAL50 PLUMB THE DISCHARGE o 2. ANY STRUCTURAL LEAKING FOUND DURING OR AFTER THE INSTALLATION OF UNDERGROUND STRUCTURES IS PIPING AND SECURE IT TO THE PRE -INS TA L L ED BR4CKET(S). G. PUSHING/PULLING OR MANUAL COMPRESSION OF CONCRETE SECTIONS WITH AN EXCAVATOR IS NOT RECOMMENDED. IF C THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONCRETE SECTIONS ARE MOVED OR REMOVED AFTER PLACEMENT, SEALANT MUST BE REAPPLIED. bi w ROMTEC UTILITIES STRONGLY RECOMMENDS THAT THE INSTALLING CONTRACTOR PROVIDE THE FOLLOWING o A. ROMTEC UTILITIES HAS MADE EVERY EFFORT IN THE SYSTEM DESIGN TO HELP THE INSTALLING CONTRACTOR ENSURE ITEMS DURING DELIVERY AND INSTALLATION H. SUITABLE BACKFILL MATERIAL (PER THE SITE ENGINEER AND/OR GEOTECHNICAL REPORT) MST BE USED TO AVOID ANY z . UIN ERGROUND STRUCTURES ARE WATER TIGHT. ALL PRECAST CONCRETE IS PRODUCED TO MEET OR EXCEED INDUSTRY DAMAGE OR SHIFTING OF CONCRETE SECTIONS. ROMTEC UTILITIES STRONGLY ADVISES AGAINST USING ANY TYPE OF STANDARDS, INCLUDING ASTM 318, ASTM 478, AND ASTM 857, AS APPLICABLE. A. A PERSON ONSITE WHOSE SOLE RESPONSIBILITY IS TO BE IN CHARGE OF SAFETY CONCRETE AS BACKFILL MATERIAL. POTENTIAL FOR DAMAGE DURING INSTALLATION IS GREATLY INCREASED WITH CONCRETE 0 AS (BACKFILL MATERIAL. CONCRETE BACKFILL ALSO SEVERELY LIMITS ACCESS TO PIPING FOR FUTURE MAINTENANCE. B. THE DESIGN OF THESE CONCRETE STRUCTURES INCLUDES MULTIPLE LAYERS OF LEAK PROOFING AT THE JOINTS BETWEEN B. APPROPRIATE SHORING OF EXCAVATIONS TO PROVIDE A SAFE WORKSPACE THE BASE, BARRELS/RISERS, AND TOP SLAB AS SHOWN ON THE MECHANICAL AND STRUCTURAL DRAWINGS. THESE LAYERS I. BACKFILL MUST BE PLACED EVENLY AROUND THE STRUCTURE IN A MAXIMUM OF 12 COMPACTED LIFTS WITHIN 1' OF THE TYPICALLY INCLUDE A COMBINATION OF BUTYL SEALANT, CAULKING, AND/OR JOINT WRAP. C. AN APPROPRIATELY SIZED CRANE FOR OFFLOADING AND PLACING CONCRETE SECTIONS. WALL. FAILURE TO FOLLOW THIS METHOD CAN RESULT IN UNEVEN PRESSURE ON THE CONCRETE STRUCTURE, RESULTING IN SHIFTING OF JOINTS AND/OR PIPING THAT EVENTUALLY CAUSES LEAKING. ROMTEC UTILITIES WILL NOT COVER LEAKS THAT Y D. AN APPROPRIATELY SIZED FORKLIFT FOR OFFLOADING PALLETS AND/OR CONTROL PANEL COMPONENTS RESULT FROM FAILURE TO FOLLOW THESE RECOMMENDATIONS. o E. IDENTIFICATION OF ALL OVERHEAD OBSTRUCTIONS PRIOR TO DELIVERY J. USE CAUTION WHEN ADDING BACKFILL MATERIAL TO ENSURE THAT NO PRESSURE OR FORCE IS APPLIED.TO THE CONCRETE N F-1 T. c STRUCTURE, ESPECIALLY NEAR JOINTS OR PIPING. •3 F. A SECURE COVERED AREA FOR STORING THE ACCESSORY PALLET, CONTROL PANEL, AND PUMPS. IF THIS AREA IS OFFSITE, o AN APPROPRIATE TRANSPORTATION VEHICLE WILL BE REQUIRED TO MOVE THESE ITEMS TO THE SECURE LOCATION UNTIL K. IF HYDROSTATIC OR VACUUM TESTING IS REQUIRED, IT MUST BE PERFORMED PRIOR TO BACKFILLING. ANY LEAKS FINAL INSTALLATION. DISCOVERED AFTER BACKFILLING AROUND THE STRUCTURE ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. ° U U c THE INSTALLING CONTRACTOR IS RESPONSIBLE TO ASSURE THAT THE PROJECT IS COMPLETED AS SPECIFIED. v 0) z O w 60"H X 60"W X 18"D W/12" LEG KIT D. NOTE: 1 SET MAXIMUM HEIGHT OF OPERATOR INTERFACE SCREEN TO 4/-11// TO CENTER. DOOR SWITCH =•3 CONTROLLER , ��_'Tzr. zTr_z±S�_T?z_. •.r. z-.Tr,•. ,.. im ICI 119-I Ifni ICI IEI 2ME Iz--w-_-I I.- WEl (- 11EI !WI EME .,....; .,.,..; ;.�..,f; ...: ;..,..: Q.R.T.; LIED LIGHT BAR r� D un q m W Ct u u u u LINK2SITE r MODEM m o ® 0 o IRA ill 119I I9-31 I9I I1I IRI 1131 IA( IppI IMP imi I-9I i�> >ME {�� ��i i� Eli Ni ENE ENE ENE NE ENE i�i tir c.� � � tir L,• �� •.:r !.r �� •.:r t r F1 fl- j LIL 0 0o00 0©O CHIppq pup aEDEcoo aa O O0 ®o0 CB2 CB4 CB3 m O 0 O SDSA3650 LAI m �A iiri � urn la�i m <• i��i , <•> w � t t~ I° aI Ia o�Io QI 0 0 � IOOOOIIOOOOIIOOOOI M�I�I�I�►Y���l�ya Imo': I►r' r> � liter c r � ,as. a> � Il � , I=I`.,l , F � I� , <o r� IDS!! ,' <•� MS4 MS1 MS2 MS3 O'-''nn''f{f�- 0 o e G FA TB1 PUMA 2 PUMA 3 14M Pam CONNECTIONS CONNECTIONS CMIECTIONS CONNECTIONS CONNECTIONS 123 M.1 123 123 F-0--1 F 0 G G TB7 TB4 TB3 TB2 O 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 UTILITIES TO, OBTAIN ACTUAL AS, BUILT DRAWINGS BEFORE INSTALLATION. U paLL. u_ VO Lu0cn m z o m zLLI W z W H w-tt-Op=�Oa w=¢zt-zww=o WU) ujZ�>im-U)Q cnu_►-�Oz ;0cviU zww-�o¢=)coC MwF _'z�wzzm wx0w=wco0 u- zF-UI-- —0 i 0E- �U)0 o� �4�=SzzoOr)cwn W oz°W-~¢<F--= oz QC�ou 0z>,—LLj chwYwvai(-Corn � zzWWwz�m w 0-%a0wozoOW cf)z�� �o ww>->020=cwnw 0ujzzwww6t-w0 L-0z tQ=�sW000zoLL u_ 00—¢z awzo�w-3oa cnz> zowov00¢Up=ta-(0 .aiLZOWwWV-W0=< Lu OaZaF=-w>oc¢0 ¢=0WI-zw<0� tiZ—ZZ co - zcntnv W w O w ui > U 0)W�=FF.;0 0z0w �W W zQwww_. z-►0wOUOa==H cn= W F-'U>�nF- 0ww2=)zQc> 0m z p_Q T w= W �'w �WzWo�Wu1 m ''jQoOz>CQ-<(=n mW011 z-z0QIn < W -i -, W C.) 13- > F- wwVOWzW�[ cn>-� =-=-0d1-00w 1Ft<< G R 1 \\ APPLETON AJA200 ANGLE BOX III 0 Z C) M LO ttf a�t�te .EC� w tt5 c? C > v r- T,3 Cfl Z m (.c) � w4 o 0 Un c � Z cv) W W r- 2(c) N (0 O N nO CL q1 I W O O O O 00 O Q o . � 0 w� � w ww WNW O o O O m � LL u- ate. 0 a z O co O ° DATE 2/17/2022 Q PA JOB No. 2709R SHEET v E CIO COB RECORDS No OF 28 SHEETS �rx ire: Milli 1W.01 K all �M I BMW u©® LOAD CENTER BUS: 40A LOC.: SEE PLAhi MTG,: FLUSH POLL TRIP R L M LOAD E T I C G S REMARKS C 41A 1>3 1 20 2001 POLE LIGHT 1 201 1 1 1 1001 WALL PACK TOTAL WATTS= 2500 d?A=2300 cC = 200 Aiv PS= 10,417' M4NNUM 8KR A.I.C. RATWG= SERIES PHASE A = 2300' P _ SE B = 200 GROUND ROD PHOTO SENSOR S-� _S-4 LUAU I.tIV I tt'( TRANSFORMER AND PANEL COMBINATION 120/208V, 30 40 AMP, 4 WIRE E BUILDING N.T.S. LIGHT FIXTURE SCHEDULE VOLTAGE: 1 ... TYPE INPUT WATTS E 1MANUFACURER REMARKS WALL PACK 1 F 29 VOLTAGE: — L — — -1 VOLTAGE- - L - - L- FLOOD LIGHTS - 1 200 VOLTAGE- UNVLAMP: LED - F -1 i C - � 1 IOU LOAD TABULATION PUMP #1 15 HP t ! 21 AMP 18,000 PUMP #2 15 HP t f 1 AMP 18,000 PUMP #3 15 HP f ! 21 AMP ! 000 WATTS BLOWER 3/4 HP t t 21 AMP ! WATTS LIGHTS000 STORAGE 15 HP f 30, 21 AMP 10,000 TOTAL 1 WATTS f 000 79 WATTS AMP COOLANTFUTURE HEATER AND BATTERY CHARGER FOR- 2 GROUNDING RODS 6' APART MIN PERMANENT GENERATOR c'*"* ' i! ............ -x 1- 111,, Ulm }/q HP 48W 1O SINGLE LINE DIAGRAM t x: 1 UL /VCL /� /V V uj p VJ IL Q ® ! ! f PANEL! t ' CENTER OUTDOOR RATED #3/0 BC GND TO NEMA 3R MINI GROUND ROD, UFER LOAD CENTER I U TRANSFORMER 2 AND PANEL COMBO r �1 GROUND 40 AMP 'MCB' �•/ � Z RODS 6' : *% APART MIN 120/208V, 20 CIRCUITSz 10, 3 WIRE Tc ASTRONOMICAL � � LIGHT TIME STORAGE CLOCK O W � \ GA RECEPTACLE STORAGE 4 PLEX LIGHT POLE P TAIL. i IO 1 SHEET N0 `� . INTIERIOR ELEVATION KF- NC, IIIIIIIIIM���I�II�' 01, • a "' -' I i- A 'r � � '" ' a � `' t N * ' IE � A � : t � t a. r } # •r ■� �, i � r r� t w A � t # , �.,. � ! i 111 i �:.. i+. � IfY } ■ i 11! � � � k � IM � :: il! y � :. � �" � T � 111.. 1. THIS PROJECT SHALL COMPLY NITH ALL.201cf CALIFORNIA BUILDIN& CODES AND STANDARDS IDENTIFIED ONSHEET DISCREPANOE5 FOUND KTHIN THESE DOCUMENTS SHALL BE BROU&HT TO THE IMMEDIATE ATTENTION OF ROMTEC. CONTRACTOR SHALL NOT F'ROGEED Y41TH ANY INORK HE KNOIA15 TO 5E IN CONFLICT KTH OTHER NORK, OR 15 NOT APPROVED BY CODE, UNTIL RESOLVED BY ROMTEC OR THE EN61NEER/ARCHITECT. 3. CONTRACTOR SHALL MAINTAIN 6ENERAL LIAE31LITY INSURANCE AND PNORKERS COMP. STATE ,:..•r }r,. +" SHALL CONSTRUCTED '.. rr NATIVE ;`r r y ast w w_.OVED FILL. CONTRACTOR TO VERIFY ASSUMED SOIL BEARINO CAPACITY NOTED ON SHEET 6.2. SHOULDSOIL NOT MEET OR EXCEED THE ASSUMED w.w: J 501L 13F-AKIN6 CAPACITY, CONTRACTOR TO .yam.. ON5 TO 5AT15FY CRITERIA OR NOTIFY THE STRUCTURAL 'ONDITIONS ENCOUNTERED. BACKFILL AROUND BUILDINO TO PROVIDE SLOPE AJAIAY :.#4 a ILVINO SECTION � �iuzaaa wig "NOT TO Sr.ALE CENTt-w- A ,+. y w : T W,•i a 1F f 2*3 IN •. 115111137FM ME: 0111� I loom •- r - 5. A. CAST -IN -PLACE CONCRETE: 3000 PSI MINIMUM COMPRESSIVE STRENOTH AT 28 DAYS 4" +/- 1" SLUMP, VqITH ♦ J. •- x.. A ALL MATERIALS Rh.. i w ,! ACI rr 5TANI;�ARP. FINE BROOM INTERIOR +„ SURFACES ! AND EXTERIOR SLABS. REaUIRED IN A V4ORK, SEE FOUNDATION DETAILS FOP, tir COMPRESSIVE STREN&TH Fm = 1500 PSI. ALL CMU BLOCKS MUST BE FULLY OROUTED IN 5 FT MAXIMUM LIFTS (Ex(�IEPTION - H16H LIFT 6ROUTIN6 FOR &-b" kiALL5 MAYBE USED A5 LONO A5 (.1,LF-ANOUT OPENIN05 ARE PROVIDED AT THE BOTTOM OF EVERY CELL FOP, EACH FOUR ABOVE 5 FT). THE MORTAR TO BE USED SHALL BE TYPE 9 1WO PSI 2ei DAYS 11" +/- 1" SLUMP, INITH MAX 1/2" A6(SRE-6ATE, AND TESTED IN ACCORDANCE TO MEET ACI 315. FINE OR COURSE 6ROUT , U5ED IN ACCORDANCE "r-,ON50LIDATE 6ROUT AT ! r-.ON50LIDATE= FOURS EXC EEDIN6 12 IN. IN Hr-I&HT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL AFTER INITIAL ! '!..*.'.: AND 5ETTLEMENT } w R GON50LIPATION AND ,r:,,. yam... irf <,,, .+Iil ARE •.„" NORMALLY A. ACHIEVED KTH A MECHANICAL VIBRATOR. A LON VELOCITY VIBRATOR INITH A 5/4 IN. HEAD IS USED. 4,. ANCHOR ANt,) MACHINE BOLTS SHALL BE ASTM A501, UNLESS NOTED OTHERV419E BOLTS SHALL BE INSTALLED PE-501- TURN-OF-NUT IN5TALLATION METHOD REGUIRED TURN5 FOR PRE-TEN51ONIN(5 FROM 5NU6-TI67HT, U.N.O. IN TH15 PLANA #K BY ANCHOR, BOLT OR FASTENER MANUFACTURER. SCRENS AND MACHINE BOLT CALLOUTS ARE MINIMUM SIZE 91-a ALLO�NED, ACTUAL SIZE MAY VARY. T5 STEEL BEAMS 5HALL BE A5TM A500 6RADE 5, Fy = 46 Ksi. KDE FLAN6E BEAM SHALL BE A5TM Aqci2, Fy = 50 ksi. STEEL PLATES$ SHAPES SHALL BE A5TM A36, Fy = 36 k5i. CONCRETE REINFORCIN 1. OUF-5TIONS CONCeERNINO MATERIALS OR CONSTRUCTION CONTACT ROMTEC TECHNICAL ASSISTANCE AT: f # ' if. 5. ROMTEC, SCOPE SUPPLY AND DESION!5UBMITTAL (SSDS) IDENTIFY SPECIFIC MODEL, MANUFACTURER $ BRAND OF ALL FLUMOIN6 ANP ELECTRICAL FIXTURES ANP ACCESSORIES. REFER TO THE 55Z�S FOR SPECIFIC L15T OF ITF-M5 SUPPLIED BY w # ANY ITEMS i LISTED IN THE SSDS 15 ASSUMED SUPPLIED BY ! ACCESSORIESci. THE OkXNER / CONTRACTOR MAY EXERCISE 015CRETION IN SELECTIN6 THE FINAL LOCATION FOR NON—DIMEN51ONED RCOMFORT HEATERS, ■ ,� 1 N �.�' y� ter{ ter, �.� r — 0 ^ ^" t r i • r;•il'r"S rra ?:' —WrA . cr- gy Q iY U,CL V 1 g W /my� W W LCL W .Ewrnl- ■Il,lirmrli�� , rr O.JOB No. 2709R O 4-1 SHEET tt? yF-- I f� �. 0 RECORD Y,y ♦- .. � � �' i i � *., i � i � l :i , i �, i w ■ f,.. • ■ w: � ■ ■� } III; i i ' ■ i # w ilk ■ �.. ■,:.i ■ i i ■ 7 f ! i 7 ■ # * 1.L i■. ■ i � ■ � r ■ ■ �, � Ilk i ■ ■ 7! � � 1► i � ■ • ■ i ■ .,. � � # R � ■ ., M'; it�:i a■ i M wofs■ i ■4w A ,� t r y i Q ui IL LL w UJ w }-- w i L?J LL L1 of U) Lli PA JOB No. 2709R SHEET 4-1 — COB RECORDS i t s no N • v muirm—Mii-0, OR 6" FILL GOIVIFAo:�,TED TO c5l% ASTM P 155-7 TO MEET 09 EXCEED ALLOKb5LE BEARINO PRESSURE ON SHEET 62 5F.C.TION VIE^ ALE- 1/4 = 1"-0- ..4 A 1 Z21T-L-- TYF. (5) is X 0.1ea" STEEL (F. (2) UNDISTURBED NATIVE 9011-- OR, 12" FILL CO1 MPACTED q5% ASTM D 155-7 TO MEET OF, EXCEED ALLONA51-F- BEARIN& PRESSURE ON SHEET 62 R5T 5" x 2" x 0.120" STEEL PURLINS, 55T 4" x 4" X 0.25 5TF-F-t- COLUMNS, .... (2) 4 Al"=trA 'WE UNDISTURBED NATIVESOIL OR ro" FILL COMPAGTED TO 15016 ASTM D 155-7 TO MEET OR EXCEED ALLOYIAE3LE BEARIN& PRESSURE ON SHEET 02 t870'47 Exp.6-36 -2 3 i C870-r/-�"'-7 Exp.6-36-Z3�- 12'--0" 5LAE3 rL u- 5" CONOSLAB W #4 2 REBAR @ 16" OG, EN OVER EN61NEERED FILL 5" CONCRETE 5LAE3 0 51.2 (BY INSTALLER) u L w FINISH SLAB INITas 1 H A ViATER BASED lu GONGRETE 5EALER (PROVIDEP BY IN5TALLER) T ROMTEC STEEL COLUMN 95T 4" x 4" X 0.25" BASE ATTACHED TO FOOTIN6 PV (4) 5/a"(P X 1"" I. EMBEV) J-5OLT RECYCLE ALL U5ED 5HIPPINC7 op MATERIALS AND LEFT OVER BUILDINO MATERIALS x < NOTES: z z 1. FI5H FLOOR SLOPE 15 201b (1/4" PER FT) MAX 4 1016 (1/5" A5.1 PEP, FT) MIN 2. VERIFY 5I K5 YV OkXNER 5. PROVIDE BLOCK -OUTS FOP, FLUMBINC7, MECHANICAL, > F-LEGTRIINATE W 5U55. A 4. REBAR MIN. BEND SHALL BE NOT LE55 THAN bclb IN51DE 0. tu Lu FOUNI;)ATION PLAN DIA. AS PER TM`5 402-16 SECTION 6.1.5.2. m JOINT5 5Y CONTRACTOR,. SLAB APPEARANCE 15 A tL 0 u- PRIORITY. LOCATE JOINTS AT 10'O.C. MAX. SEE 3/5'7.3. < SCALE: 1/4" 1'70" � I v w Co. MAXIMUM SLOPE OF EXC^VATION MAY BE LIMITEI,-,> 5Y tA Cl LOCAL5011- CONDITIONS. INCREASE DEPTH OF FORMED Z CONCRETE AS REOP. 1. GONCRETE SLAB BENEATH FLOOR MOUNTED FIXTURES ARE TO BE &ROUTEX> LEVEL AND SMOOTH. 5. UNDER, FOOTIN65:12" FILL COMPACTED TO a A5TM D . D DATE; 155-7 TO MEET OR EXCEED ALI-OklADLE E3EAR PRE55URE ON ci/15/2021 SHEET 62. REVISIONS Fmv. DATE: BY 1 06-10-2021 <lpl SHEET NO. O lMTT"ZA= 97-1lima ller 75P 1371732531 - =T"PRIPT975, 13/17 MM.r Fnmeq 77M97 ;75M Tm bi u- w 0 w (D (9 00 Z w z w 2i w 0 0 U) > w w Lli ) 0 LL < LL CL 0 0 ftwK 0 DATE 2/17/2022 PA JOB No. 2709R 0 SHEET dl) COB RECORDS No. OF ,SHEETS 0 DATE 2/17/2022 PA JOB No. 2709R 0 SHEET dl) COB RECORDS No. OF ,SHEETS it 1/ I+�ii 1 it ii 5" CONC. SLAB YV #4 REBAR Q> 1 r OCEN OPTION, LOPE AO ry f { f L 11t iUNO ' • 00 co Q q A 'A - 'q• , • = `-- Ste"^ , ` O OOQo4 O1-9.od� C (Jo0Or,ao . a o��� d.obo '�• • Y ' • d O D Q0 00 000 0 ®O/ o Q�>Q o°7 pOf� O Z p� f 1 2111 +t u)OD `0 f/ 1 OF " NANTIVE IL ri TOP VIEY� 0.rr STEEL COLUMN FACTORY :� TO BASE PLATE ,t et BASE it d! EMBED)v, ! - # IIII ! ri 1r '. ! !,.. � i', * ! 1► � * � -' 1i i i � ', �,, i .., � i ---- IIM i ! i� � !, � : # :. �. ! ! { A i i �,,1., t � III A i • A � � � ! ■ * ',. ► !! ! i # ! � A � R � i ,; Wr►-�w COMPACTED1L 5AK:�UT JOINT SCALE: err zit rY 0 0 U ) Q a €L° V W W cr-