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HomeMy WebLinkAbout1.2-7369 CSA-71 Sewer Lift StationpfW-i CJO wog u�Vul ut �2W q � CSAm=71 SEWER LIFT STATION PLANS K ,Kxj,�aF-��q0 OJ zwwK OOZZ: co z CO gOnFa��fY-x= V � 't3 _KZE, h-pw In IN 7( ZZQp. a'm''20z� yCT 369 T H 1 1�4 T 1 7 ®y D" YCJ1WJtYO�W 1 W �_ Y omZl'ifU K,ZyFtm»p � m{V W MU ,A?nOOm 00}G a,u��t�4 & T Q p 2` Iatn�6;„3 a own. i PUS C,7 St} N (CITY AGREEMENT PW 18-133)rriat�aul F'utzp� �' M NO, LJ�znh`-Gw ¢ LL LM BAKERSFIELD, V y tJ w L Z w g p W I-2�fi-F Zv)4l 'J C% NIX�Y{ a x 2 4 W W p G CALIFORNIAN a=W� V'v„vx - +JLpp UV:`S K Lj < p E z n m¢ tpn mwOW z��p¢m t-i--ant-uozdz PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLERI.' o ' d# DATE lim STUART J. PA SON RCE 44898 CHISELED "0" IN TOP OF CURB AT THE SOUTHEAST RETURN (CENTERED) AT THE INTERSECTION OF BRIMHALL ROAD AND JENKINS ROAD PER TRACT 6121 PHASES 1 & 2 AS BENCHMARK SET. ELEVATION = 357.01 (NAVD 88 DATUM) BASIS OF BEARINGS: THE BEARING OF N 00°23'03" E AS SHOWN FOR THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 29 SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN PER SURVEY INVESTIGATION AND PERPETUATION MAP No. 7-1 IN BOOK 6 AT PAGE 45, IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED FOR THE BASIS OF BEARINGS UPON THIS MAP. LEGAL DESCRIPTION: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27, T. 29 S., R. 26 E., M.D.M. IN THE COUNTY OF KERN, STATE OF CALIFORNIA, MORE PARFiCULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF TRACT NO. 3864 PER BOOK 29 OF MAPS, AT PAGE 50, FILED IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE N 89°30'56" W ALONG THE SOUTH LINE OF SAID TRACT, A DISTANCE OF 445.47 FEET; THENCE 5 0037UPV° W, A DISTANCE OF 152.70 FEET TO THE POINT OF BEGINNING; THENCE (1) CONTINUING S 00°37'44" W, A DISTANCE OF 70.14 FEET; THENCE (2) N 89°31'23" W, A DISTANCE OF 77.34 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 92.00 FEET, FROM WHICH THE RADIUS POINT BEARS N 83'39'18" W; THENCE (3) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41°31'26", AN ARC DISTANCE OF 66.68 FEET; THENCE (4) N 54'406" E, A DISTANCE OF 12.57 FEET; THENCE (5) S 89"22'16" E, A DISTANCE OF 84.08 FEET MORE OR LESS TO THE POINT OF BEGINNING. BRIMHALL ECT TE L0AC GENERAL LIST OF IMPROVEMENTS u o I UNIT o z a' EA HIDROSTAL E5K-LM PUMPS -15 HP EA., ALL PIPING, GUIDE RAILS, CONTROLS & FITTINGS 1 3 EA EA 0 0 w x 77 w o VICINITY MAP NO SCALE CX SHEETINDEX NUMBER (D SS SEWER MANHOLE Q CO SEWER CLEANOUT — — SEWER MAIN PER TRACT 7369 SEWER & STORM DRAW PLANS EXISTING MANHOLE -- --- EXISTING SEWER MAIN ,o r� DESIGN ELEVATION AS NOTED t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT -- DIRECTION OF DRAINAGE AUMEMADQUa TMH TOP OF MANHOLE ELEVATION GENERAL LIST OF IMPROVEMENTS STY I UNIT I DESCRIPTION 2 EA HIDROSTAL E5K-LM PUMPS -15 HP EA., ALL PIPING, GUIDE RAILS, CONTROLS & FITTINGS 1 3 EA EA PRECAST VALVE VAULT W N20 HATCH INCLUDING ALL PIPING & FITTINGS 8 CHECK VALVE -LEVER & WEIGHT SHORT PIVOT 3 EA 8" PLUG VALVE -GEARED OR NUT 1 EA 6" PLUG VALVE 1 EA 2"-PVC-DRAINBACK VALVE, ALL PIPING AND FITTINGS _3 t— EA_ EA 2" -BALL VALVE-3045S—SPRING RETURN _ a_ 96"0 INET WELL WITH H20HATCH, TRIPLEX 1 EA 400 AMP, 3 PHASE AUTO TRANSFER SWITCH -UNDER LOAD 1 EA NEMA 3R STAINLESS STEEL, 4BOV/3PH, TRIPLEX CONTROL PANEL WITH SHADE STRUCTURE AND CONCRETE PAD 1 EA DUEL ASSEMBLY FLOOD LIGHT ON CONCRETE FOUNDATION 12 LF 12" C900 PVC DR18 SEWER FORCE MAIN PIPE 1 EA 12" DISCHARGE FORCE MAIN MANIFOLD WITH FITTINGS 1 EA RAISE MANHOLE TO GRADE & INSTALL 36"4 COMPOSITE FRAME & COVER 1 1 EA EA ODOR CONTROL UNIT 'NTH CONCRETE PAD AND PIPING AND BOLLARD PROTECTION PAD MOUNT ELECTRICAL TRANSFORMER WITH BOLLARD PROTECTION 1 EA HOSE BiB 25 LF 1" DOMESTIC WATER LINE 1 EA _ 1" RP BACKFLOW DEVICE 1 EA 1" WATER METER & VALVE BOX 1 EA 10° X 12° STORAGE SHED &FOUNDATION 1 1 EA EA 6'0 PRESSURE CLEANOUT 16° WIDE DOUBLE SOLID GATE 209 LF 8' HIGH CONCRETE BLOCK WALL 1 EA COMPLETE SITE ELECTRIC SYSTEM 5 1 LF I 18" PVC GRAVITY SEWER PIPE CX SHEETINDEX NUMBER (D SS SEWER MANHOLE Q CO SEWER CLEANOUT — — SEWER MAIN PER TRACT 7369 SEWER & STORM DRAW PLANS EXISTING MANHOLE -- --- EXISTING SEWER MAIN ,o r� DESIGN ELEVATION AS NOTED t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT -- DIRECTION OF DRAINAGE AUMEMADQUa TMH TOP OF MANHOLE ELEVATION JB JUNCTION BOX INV. PIPE INVERT ELEVATION PUE PUBLIC UTILITY EASEMENT (E,S,N,W) (EAST, SOUTH, NORTH, WEST) CFR CENTER P.V.C. POLYVINYL CHLORIDE CONT CONTINUOUS R.C.P. REINFORCED CONCRETE PIPE O.C. ON CENTER R.G.J. RUBBER GASKET JOINT PL PROPERTY LINE CB CATCH BASIN CLR CLEAR CL CENTER LINE TYP TYPICAL DIA OR W DIAMETER SCH SCHEDULE IN INCH STD STANDARD FT FEET DWG DRAWING H HEIGHT EX EXISTING DAL DUCTILE IRON GALA GALVANIZE FLG FLANGE WWF WELDED WIRE FABRIC SS STAINLESS STEEL RJW RIGH -OF -WAY GPM GALLON PER MINUTE TOG TOP OF GRATE HP HORSE POWER TOC TOP OF CONCRETE RPM REVOLUTIONS PER MINUTE FS FINISH SURFACE TOM TOTAL DESIGN HEAD EG FINISH GROUND MH MANHOLE FOR POINT OF BEGINNING SD STORM DRAIN CO CLEAN OUT DETAILS & LINE DIAGRAM EW EACH WAY CITY STANDARD PLATES 1. THF FOLI OKING PROPOSFP OF OF BAKFRSFIELD 9UB'7111SION & F,NGINEERING DESIGN MANUAL STANDARD DRAIIIIINGS SHALL BE CONSDERED A PART OF THESE 'LANS {CONC4ACTOi2 TD OBTAIN -HE LAIEST ED€ PON THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEB SITE). CITY STD. No. DESCRIPTION SW -2 MANHOLE TYPE A EXCEPT AS MODIFIED ON THESE P,_AN'S SW -S STANDARD S" CLtANOUT EXCEPT AS NOCIIFD ON THF&= PLANS Sy -6 FRAME_ AND COV6R6 FOR MANHOLES & CLLANOUTS EXCEPT AS MOO,F1ED ON THESE PLANS Sw_ 11 PUMPING STATION T, -RUST BLOCKS SW -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS SHEET NQ,INDEX STATION C1 TITLE SHEET C2 GENERAL NOTES — SPECIFICATIONS CQ LIFT STATION SITE PLAN C4 LIFT STATION SITE DETAILS 05 LIFT STATION SITE DETAILS Mt o"MIP STATION ASSEM@LY GENERAL NOTES 2 —PUMP STATION ASSEMtLTtLY SITE PLAN LAYOUT M2 WET WELL — PIPING, TRIPLEX, COMPONENT DRAWING M3 VALVE VAULT ASSEMBLY COMPONENT DRAWING M4 BASE DETAIL M5 DISCHARGE PIPING L E1 — ELECTRICAL NOTES TRIPLEXLIFT STATION E2 — ELECTRICAL NOTES TRIPLEXLIFT STATION E3 — ELECTRICAL NOTES TRIPLEXLIFT STATION E4 -- CONTROL LAYOUT DRAWING E5 —CONTROL ENCLOSURE DRAWING E6 — DISCONNECT ENCLOSURE DRAWING E7 — WIFE & CONDUIT SCHEDULE E8 — WIRE & CONDUIT SCHEDULE E9 — WIRE & CONDUIT SCHEDULE E10 — WIRE & CONDUIT SCHEDULE E11 - 'WIRE & CONDUIT SCHEDULE E12 — WIRE & CONDUIT SCHEDULE E13 — WIRE & CONDUIT SCHEDULE NOTES E14 — CONTROL SHELTER EQUIPMENT LAYOUT DRAWING ELECTRICAL SITE PLAN ELECTRICAL DETAILS & LINE DIAGRAM MANUAL TRANSFER SWITCH DETAIL A7 G1 — GENERAL NOTES & SHEET SCHEDULE G2 — DESIGN CRITERIA & CODE SUMMARY 0 A2.1 — FLOOR PLAN A3.1 — ELEVATIONS A3 A4.1 — BUILDING SECTIONS A5.1 — FOUNDATION PLAN A4 A5.2 — FOUNDATION DETAILS A7.1 — TRUSS DETAILS A5 A8.1 — ROOF PLAN A8.2 — ROOF FRAMING PIAN A6 A8.3 — ROOFING DETAILS UNDERGROUND SERIBEAERT Y SOUTHERN CALIFORNIA DIAL7OULFREE 144@ 227-2609 AT COO TWO DAYS BEFORE YOU D THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS -BUILT PLANS TO BE SUBMITTED TO 'THE CITY ENGINEER. 06311120 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF 'WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT, NOES;GENERAL 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 IS REQUIRED. 4, ALL ITEMS NOT SUPPLIED BY ROMTEC SHALL BE SUPPLIED/CONSTRUCTED BY CONTRACTOR k.aCT 3864 SOUTHEAST CORNER Or- TRACT-� 3864 PER BOOK I 29 OF MA AT PALL 50. i Y ¢ u f 7'I SSB' 34' SG" f: 445.47' i r i o IY 0038'72' W' I z Z 1s2.G®' BRIMHALL ROAD -P.G.B. SEWER LIFT STATION SITE WHITNEY BRIANNF DR KEY MAP SCALE: 1'=200' Z u COB RECORDS No. a 0 a E3 z' z n 0i wI �I DATE 07/0812019 PA JOB No 18-3082 SHEET OF 2I SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 07-12396, DATED JANUARY 15, 2008, UPDATE JOB No. 07-123969 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 CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD 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. 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 WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. 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 POSTED PRIOR TO ISSUANCE OF A PERMIT. 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) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE 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 NOTIFIED IMMEDIATELY OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS 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 WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 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 CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & 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 TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 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 OF THE OWNER OR THE ENGINEER. 12. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 13. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 14. SEE CSA -71 TRUNK SEWER LINE PLAN PER OTHER IMPROVEMENTS THAT AFFECT THIS PROJECT. COB GRAVITY SEWER SPECIFICATIONS 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO DIVISION 2 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL, APPENDIX "A" SEWER PUMP STATION SPECIFICATION OF THE CITY OF BAKERSFIELD SUBDIVISfON AND DESIGN MANUAL AND WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. POLY VINYL CHLORIDE PIPE (PVC) 3.a MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS FOR PIPES BETWEEN 18" AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION F679 FOR PS 46. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. 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 APPROVED BY THE CITY OF BAKERSFIELD. 3.c INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR II EMMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. 4. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD 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. 5. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 2.3 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL, WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 6- THE ON-SITE MANHOLE SHALL BE RAISED 1.5'7 TO FINISHED GRADE AND INSTALL A 36"0 H-20 TRAFFIC RATED COMPOSITE LID AND FRAME (SERIES No. EJ 1581 AND GMI 3800 PRODUCT No. COM3800) OR APPROVED EQUAL. MARKINGS SHALL BE IN ACCORDANCE WITH PROPOSED CITY OF BAKERSFIELD STANDARD DRAWING SW -6. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING SHALL BE BACKFILLED AND COMPACTED PER PROPOSED CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL STANDARD DETAIL ST -12. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL STANDARD DETAIL ST -11. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I. BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. WALL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS FOR ALL BLOCK WALLS. THE NUMBER L E U BER AND LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 8. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED. 9. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 10. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. 11. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L-8. MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI 0 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI 0 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. STANDARD SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE CITY OF BAKERSFIELD SUBDIVISION 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. 2. SHOP DRAWINGS FOR ALL PROPOSED EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR. TO START OF CONSTRUCTION. 3. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. 4. ALL, STEEL WORK SHALL BE DONE IN ACCORDANCE WITH THE A.I.S.C. STEEL CONSTRUCTION MANUAL, LATEST EDITION. 5. REFER TO CONDITIONAL NOTES AND SPECIFICATIONS IN THESE PLANS. EARTHWORK: EARTHWORK SHALL BE DONE IN CONFORMANCE WITH SECTION 19-3.06 OF THE STATE STANDARD, SPECIFICATIONS AND THE SOILS REPORT. COMPACTED FILL AND BACKFILL SHALL BE PLACED IN MOISTURE CONDITIONED LIFTS NOT EXCEEDING EIGHT (8) INCHES AND COMPACTED TO TO A MAXIMUM DRY DENSITY, AS INDICATED ON THE PLANS OR IN THE SPECIAL PROVISIONS, AS DETERMINED BY ASTM METHOD D-1557 FOR STRUCTURE BACKFILL. ALL STRUCTURE BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY. BRACING AND SHORING: 1. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF. THE STATE 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 ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND 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 BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. 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 THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING 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 BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THAN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. CONCRETE: 1. CLASS "2" Frc = 3600 PSI) CONFORMS TO SECTION 90 OF THE STATE STANDARD SPECIFICATIONS. 2. MINIMUM CEMENT: 590 LBS. / CU. YD. 3. MAXIMUM SLUMP: 4", TYPICAL. 4. REQUIRED CURING COMPOUND FOR ALL CONCRETE SHALL BE WHITE PIGMENTED CURING COMPOUND (STATE SECT. 8030-71D-05). 5. VIBRATE ALL CONCRETE THOROUGHLY WITH APPROVED MECHANICAL VIBRATOR. NON -SHRINK GROUT: 1. SHALL CONFORM TO SECTION 50-1.09. BONDING AND GROUTING, OF THE STATE STANDARD SPECIFICATIONS WITH A REQUIRED ADMIXTURE USING THE FOLLOWING PROPORTIONS: PORTLAND CEMENT........._.__...__................i PART BY WT. SAND (100% PASSING #B SIEVE) ................. 1 PART BY WT. WATER...........................................................4 1/2 - 5 1/2 GAL/SACK CEMENT SIKA "INTERPLAST-N' ADMIXTURE_.............1% BY WT. OF CEMENT STRUCTURAL STEEL MATERIAL A.S.T.M. DESIGNATION STRUCTURAL STEEL A-36 BOLTS A-307 ANCHOR BOLTSST STAINLESS SS 316 # ( EEL) CONNECTORS INSIDE WET WELL SHALL BE #316 STAINLESS STEEL. NOTE: SPECIFIC NOTES AS INDICATED ON THE PLANS OR IN THE CITY SEWER PUMP SPECIFICATIONS SHALL GOVERN OVER THESE GENERAL NOTES. REINFORCING STEEL: (Fy = 40,000 PSI AND 60,000 PSI) 1. DEFORMED BARS CONFORMING TO ASTM A-615. TYPE "S" #4's AND SMALLER. .................... ............... GRADE 40 #5's AND LARGER.......................................GRADE 60 BAR LAP SPLICE LENGTHS BAR N0. #3 1 #4 #5 #6 #7 #8 #9 #10 1 #11 LAP i'-0" V-3" V-7" V-11" 2'-2' 2'-6" 2'-10" 3'-2" 3' -6 - RA DIUS OF BE 4IDs e VsR #8 & SMALLER N R #9, #10 & #ii 6 MIN. HOOK BEND OFFSET Fr nR=.'. R=2qs X TIE OR STIRRUP } R=zds STIRRUP REINFORCING PLACING TOLERANCES: 1. DEPTH: + 1/4" FOR MEMBERS 24" OR LESS IN DEPTH. 2. DEPTH: + 1/2" FOR MEMBERS LARGER THAN 24" DEPTH 3. LENGTH: + 1" SIZE "x" "y" #2 4-1 2" 8" Z _ M J M It - m (0 WET WELL CONSTRUCTION 1. THE WET WELL SHALL BE CONSTRUCTED USING CLASS IV REINFORCED CONCRETE PIPE SECTIONS MANUFACTURED TO MEET ASTM STANDARDS C76, C443 AND C665 AND SHALL HAVE AN INTEGRATED PVC LINING. 2. INTERIOR LINING SHALL BE AMERON T -LOCK- BASE LINING SHALL BE TNEMEC 434/435 PERMA-SHIELD. EXTERIOR COATING SHALL BE TNEMEC 61 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 WITHPP FIELD APPLIED M BITUMASITC. THE DISCHARGE CONNECTION MATING SURFACE SHALL BE KEPT CLEAN &FREE OF ALL PAINT DURINGIVIG 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). S. THE WET WELL SHALL BE TH WITH A TRIPLEX ACCESS COVER AS SHOWN ON EQUIPPED A Q E PLANS. ACCESS COVERS SHALL BE STAINLESS STEEL FITTED ALUMINUM CONSTRUCTION, DESIGNED FOR ACCESS TO SUBMERSIBLE SIBLE PUMPS. COVERS SHALL BE EQUIPPED WITH A GUIDE BAR BRACKET, SAFETY CHAIN HOOK, ELECTRIC CABLE SUPPORT, AND HASP FOR PADLOCK. COVERS SHALL ALSO BE EQUIPPED WITH SPRING DOOR OPERATORS AND AUTOMATIC HOLD OPEN ARMS.. COVERS SHALL WITHSTAND AN H2O LIVE LOAD. 7. ALL EXPOSED AREAS OF THE WET WELL NOT PROTECTED BY OTHER COATINGS SHALL BE COVERED WITH WITH 300M BINMASTIC. THE DISCHARGE MATING CONNECTION SURFACE SHALL DE REP 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 AUTOMATIC HOLD OPEN ARMS. THE COVER SHALL WITHSTAND AN H2O 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. 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 DUCTING: 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 1.784. 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 STATOR. 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 VALVE: 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. VlRfe1I%1100 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 WORM GEAR OPERATOR NUT SHAFTS ARE ON VERTICAL AXIS. DOMESTIC WATER SERVICE: 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ITEMS AS SHOWN ON THE PLANS AND AS NEEDED TO SUPPLY Y' WATER SERVICE TO THE LIFT STATION. THE CONTRACTOR SHALL ALSO COORDINATE INSTALLATION OF THE SERVICE METER WITH CITY OF BAKERSFIELD WATER RESOURCE DEPARTMENT TO THE SITE. ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT. 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 FEEDS MODEL 825Y FOR A 1" SERVICE, OR APPROVED EQUAL. CONTRACTOR SHALL SUPPLY ONE (1) 1" BRASS QUICK COUPLING VALVE, RAIDERS BRAND, IN CITY STANDARD VALVE BOX FLUSH WITH GROUND SURFACE. PAINTING AND COATINGS: 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 NTH 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. PAINTING AND COATINGS 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 ACCESSCOVERS RS 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. 4. THE CONTRACTOR IS TO SECURE ALL PERMITS AND PAY THE ASSOCIATED FEES. 5. FURNISH AND INSTALL LOCKOUTS ON MOTOR FEEDER DISCONNECT: ALL 34 MOTORS TO HAVE 36 PROTECTION WITH THREE THERMAL OVERLOAD DEVICES 6. ALL UNDERGROUND STUB OUTS SHALL BE CAPPED AND LOCATED WITH "STUB- MARKERS" SET IN CONCRETE, ALL BLANK CONDUITS SHALL BE INSTALLED WITH PULL ROPES. 7. ALL FLEX CONDUIT USED OUTDOORS OR IN DAMP LOCATIONS SHALL BE "SEALTITE" WITH WATERPROOF CONNECTIONS. 8. UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 80. IF RIGID STEEL IS CONDUIT IS USED, IT SHALL ENCASED 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 9. RIGID STEEL ELL'S SHALL BE REQUIRED AT ALL STUB -UPS WHERE WIRE SIZE IS #4 AWG NW OR LARGER, OR WHERE CONDUIT SIZE IS I-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. 12. CONTRACTOR SHALL PROVIDE PG&E WITH SWITCHGEAR EQUIPMENT DRAWING(S) FOR APPROVAL 13. CONTRACTOR SHALL CONTACT PG&E AFTER INSTALLATION OF SWITCHGEAR AND CONDUITS. CONDUIT MUST BE MANDRELED AND PROVIDED WITH PULL ROPES OR TAPE. CODES, RULES AND REGULATIONS p U E E2O wOJ wr mo_ 5�0%w wzLLti ymw N�waFa aJro��i>.z ai iaz Fzwwio N 0 F w 2 z> m w Q U rKs1=O U O¢O(9K zww uwgiw�3azvxiw3u K a w Z Z, N 3 g Q 2 Q F t Z zzn�,o-zzorw _ o > 3 w C9 (�OOh O��pa t.wz>O UZr Np _r 0,ZZw N _ 2 O O �z?�oyrm oo3a3wwzoa o zo�¢w�9z> z�owowaroo a W F Q F y 0 V d o�i¢iow0¢, f'aOWZ ni0oo U U H z w Qp W w6¢wyo�w4 En `�rc�izaww 5o z�ow�oa�x� a�Nx oro Zmwnxz¢�oo zoxo mwxz�k �zrx>om 0 a. O S w w 2 w O m waoaz=viml=N om�r�N�N�w uJow w3zoam i i'9¢io4a wz� r F p n r U p K¢ g ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE 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. DIVISION 9 OF THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NON-RESIDENTIAL BUILDINGS HAS BEEN REVIEWED AND THE DESIGN DESCRIBED ON THESE PAGES IS IN SUBSTANTIAL CONFORMANCE. COB RECORDS No. U Z Z _ M J M It - m (0 Wz z Q0 M Q Il K U to X O 08 N < z Y U) Z m w Go N _Q BID W O KJ Z N rernn 5 U N W Lu N" - N O � O O U CNI0 ul 0 EER W W IDATE 019 PA JOB No. 07/1083082 I C2 OF 26 SHEETS /1 Z M J It - 1 z Q0 co LO r AVO U) Z z W Z W w /W� rernn VJ v � U U W W IDATE 019 PA JOB No. 07/1083082 I C2 OF 26 SHEETS TRACT 7369 NORTH BOUNDARY • / / I I I a l j j I PROPOSED SUMP \ TRACT 7369-1 I i (PER TRACT 7369) I w \\ LOT 2 �; Y i i i I BY OTHERS v vvv : o ----- I I a 01 \ \ \ STREET RIGHT OF WAY OUTLET STRUCTURE (BY OTHERS) I � BACK OF WALK 2' SIDEWALK EASEMENT \ \ �FLOWLINE \• 12 I! - / ' ' S LIP OF GUTTER \ �\ \\ / N 89'22'16" W I I� TOP OF SUMP SLOPE 84.08' \ \ \ \\ \ ♦ / - i i `LIFT STATION PROPERTY LINE .. 4' SQUARE ;0 18" STORM DRAIN & SUMP PER TRACT 7369 GLENN EDWARD COURT \ \\\ 3 I � SEWER &STORM DRAIN PLANS (BY OTHERS) \ \ �\ 1 ..�. - - '------ - -- - a-------- - - --- --- SUMP PER � OTHERS)_-"` _ _- — `-"� i------------ - ------------- -- --- --- ------------------ STORM SU" �RA1IORM N PLANS -g _ _ 09?t STORM DRAIN INLET MANHOLE PER TRACT 7369 — �° SEWER & STORM DRAIN PLANS (BY OTHERS) __ - _ - 6" THICK CONCRETE \ 3 �_ APRON -SLOPED 2" \\\\\ NSR&9A`cR_ �`- o 2 \ ... - --------- ---00� \ LIFT STATION AREA= 5,797 SF \ �eRSJR974',36s "_- oti vo \ 12 . \ � __ � 48"0 MANHOLE BY OTHERS (EXCEPT FRAME, COVER, _ _ �- _ AND 12"f OF GRADE RINGS. INSTALL 36"4 TRAFFIC - _- \ � H RATED COMPOSITE MANHOLE COVER AND FRAME, r AND RAISE.MANHOLE TO GRADE. SEE DETAIL \ \ • 5 \ 12" MIN \ 46.73' - \ \ \ \ �•ACKFLOW 4 - 12" CUTOFF PREVENTER �. TYP ®CORNERS 18' GRAVITY SEWER (SEE "CSA -71 TRUNK ., _ 10 LIFT STATION CONSTRUCTION NOTES SEWER LINE PLAN – TRACT 7369') • . – .T -- (BY OTHERS) ( WET WELL _____ -----__-_____ _ ________ 15 SEE SHEET M3 ❑ CONSTRUCT 8'-0" HIGH BLOCK WALL PER DETAIL C9 __ ___________________________________===y "- -��� ��-i ----------------- - ❑2 CONSTRUCT 16' WIDE DOUBLE SOLID GATE PER DETAIL e & 17' i -------------------------'----_- -------___ --'-----'-- -"-- CS I�x +�__ ---- ♦ 5t -- WIDE X 5' LONG X 8" THICK CONCRETE DRIVEWAY. : �� i \ \ • -- '---� � • ` 14' \ 8" THICK CONCRE ❑3 PLACE 4" OF 95% COMPACTED CL -2 AGGREGATE BASE OVER 12" R 92'\ • o\� SLAB WITH #4 RE 90% COMPACTED NATIVE SOIL, OVER ENTIRE SITE. DRAIN SURFACE iI n D=41°31'26" \\ AT 12" EA. WAY TO STORM DRAIN INLET, WITHIN LIMITS AS SHOWN. iI Ii 1" WATER SERVICE AND \ L=66.68' \ \ \ CENTERED IN SLA n u \T=34.88'• \\ ® INSTALL 1" SCH. 40 GALVANIZED STEEL WATER LINE WITH VALVE METER BY OTHERS. AND HOSE BIB PER DETAIL e. ii ii \ ` 1 1 OSE0 10' PUE C4 ii ii , ' PROP. INSTALL JOINT WRAP AROUND—, ❑5 INSTALL 1" WATER SERVICE FROM METER & REDUCED PRESSURE n I, 1 Z : I - PERIMETER OF VALVE BOX AND Teo \ \\ WET WELL PER PART LIST C BACKFLOW PREVENTER PER DETAIL C4 . CONTRACTOR TO ii ii 1 , 1 1 • \\� 0 o ITEM //30 ON SHEET M4 CONTACT CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT ii ii t "� m • I - q 12" MIN TO INSTALL METER. © PADMOUNT TRANSFORMER AND GUARD POSTS PER UTILITY " W v� • -I - I — --` � COMPANY REQUIREMENTS. ii ii • 1" 12" MIN ,1 1 1 VALVE BOX G 1 ' II... SEE SHEET M' ❑7 LIFT STATION MANIFOLD PER DETAIL C4 . ii ii 0 I 3 ii ( ii W12" SEWER FORCE MAIN (SEE "12" ❑9 MIN ® INSTALL GUARD POST PER DETAIL C4 n II Z CSA -71 •. :,I - I D C4 TRUNK SEWER LINE PLAN -TRACT 7369") • I � INSTALL LIGHT PER DETAIL Q BY OTHERS C4 n u z ( ) INSTALL 12't OF 12" - _ I 14 10 INSTALL 5't 18"0 PVC SEWER PIPE II Ii m 45' ELL 1 I • 1 C-900 PVC FORCE MAIN 11 I II Hm } i%----------- —_- --h -- - --- - ---- - - - _ 11 6"0 SCH. 80 PVC AIR DUCT FROM WET WELL TO PEACEMAKER, STt. tI 'I m ii ii � W % T • I �12'f ti 1 II Z / /' I 1 i ^ 7 L ------ LIMITS __ __LIMITS OF PROPOSED CL -2 AGGREGATE BASE. ii ii ¢ %�' I 1 • I H s 13 PROPOSED 12' x 10' STORAGE SHED PER DETAIL �. I I I- _ y I I -----------------I r�o zl 14 PROPOSED PRESSURE SEWER CLEANOUT PER DETAIL C4 . ,i I ii w a I °: 9 CONTROLLER CABINET 15 48" DIA. PVC LINED MANHOLE (SEE "CSA -71 TRUNK SEWERWYE I Ao ai li 11 II Z 4 r o. ° fl_ 16 LINE PLAN -WITHIN TRACT 7369") BY OTHERS EXCEPT AS n I u �- III I I I ; r -------I �° 6 TYP o li NOTED HEREON. ii ii > w - a Illi : �II lig IIi NCRETE SLAB 4 3 W Fl -61 WEATHER PROOF CONTROL CABINET SEE SHEET EC -3. ii ii w li I li I I • I L � 10.84' 17 SHADE STRUCTURE (SEE SHEETS A1 -A6 FOR DETAIL.) II II I Q Q i t I I I O -------------— -- S 18 PEACEMAKER SCRUBBERODORCONTROL SYSTEM PER DETAIL C6 Tpo U w 1 I I .C- 19 PORTABLE GENERATOR PAD - 6" THICK CONCRETE SLAB WITH Ii �� 5' •••••"• """' '•""""""•'•••••• • ••""'•"""" "'•""'•'•'•" 6"X6"X10GA. W.W.M., 3" BELOW SLAB SURFACE. I TRANSFORMER SHADE N 8 20 METER & MAIN PEDESTAL (SEE SHEET ES -3 FOR DETAIL). ii ii 3 w I li CONCRETE FAN SHOREHEAD MANUAL METER &MAIN N " III ' STRUCTURE ANb GUARD TRANSFER SWITCH PEDESTAL 21 SHORE)EAD MANUAL TRANSFER SWITCH (SEE SHEET ES -3 FOR a 'III I N SIV ' ' 1 I121 F2 01 NOTE: ADD 300' TO ALL DESIGN ELEVATIONS ON THIS SHEET. f / LIFT STATION SITE PLAN o�\ �SW\\E F C4 yp 36.9' 19 R\\ O Cr\\+Crvl r\p GR F1 81 5^I 45° ELL \ ` — vJ I ®TYP� L �-� — J STATION PROPERTY LINE 46.76'- 6. 6.76' 6U DUUO wOS d 2 O N W W Z W F `•/ z � w�xa z''-'zwm�o � rn � o(0 oiLLrx-Fpm>rNa tljU FO W._OZ-�N � Z ? O �r���gaLL¢r Q W C? z�wE-w0000 � �! ¢ -It c0 In zwo. w 3 fn N X zzou d�zo3rc d w 'C`0^ (� Z �w w�Fz rc?�mo < Q ~ x o zw <I-20ZW�OOp� W w (D M mO Z 2 O p N O Z> �rc4�oi¢toQ w t-¢wr �o zEffio (n N tw H¢w I.LI W _ � M C aniuw.r y' O �zomFaw zwLL Lf. awe<¢�wZo� 0/� o�_ww=wo® oWwv'�Fw >jwFZv>-i �9 rm-ng a Boz0>. ¢mwo wz ���wc�3 SUOWZ W)ln N O q¢ w z W K x .� z M •� CO J Ir— Z 0- cy) a_p Q OMS0- • �— W Q�O U)VZ u) 7 �CtZ L • �F-w O WZ2 : W Q : W � w z w 2� r� • J r U) • d o • O LL F_ . r7 - �� 0 U < m _ U J � • I • U • o • U z o .5' a � o DATE 07/08/2019 PA JOB No. 18-3082 NORTH N SHEET SCALE: 1 "=5' E 3 0 2.5 5 10 E COB RECORDS No. OF 26 SHEETS X 6' (SEE P;. AN C MANHOI F CRAPE <XNGS CONCRETE THRUST BLOCK SHALL BE 11 SQ. FT SEE MANIFOLD DETAIL THIS SHEET (SEE 'NET WELL PLAN VIEW) FLOW ESSURE -b-LEANOUT & PUP CONNEC11ON LIST OF MATIMIALS r3.0 SCHEDULE 40 ITEM QTY. DESCRIPTION DI 'AIL MAA SHALL BE SCH40 STEEL ** 6 D.I.PPE SPOOL (3.5' LONG; 3 EA 3 EA (_2 j '3 1 EA 6 J.I.APE SPOOL 11.5' LONG) 6" 0 VICfAUI,,IC COUPLING AND PPNESSURE CAP WATER SERVICE 5 I, LEAN 01 I- FRAME ALID COVER SF;AI I BE A STANDARD i � I M 1 E::A. a"" FLANGED P_JG y�VE 'W11H VA V- BOX �Q SURFACE e ANHOi F CON FOR MING TC C OD STBDWG. ,WI -5 _ 8" FLANGFD ADAPTER, -ALPHA \ 1 'EA. 12" FLANGED ADAPTER, ALPHA cD Al 12" FLANGED DUCTILE IRON PIPE SPOGt_ (1 '_ONG) CONCRETE T7RJS7 BLOCKS - PROVIDE : MIN SQUARE ­OCTAGE OF BEARING AREA PER DETAIL. , B 4 j 2- 9P% R A71 F COMPACTION IS R QLCIRF) FOR ALL BACK I_ ) FIN 2." OF THE RSER PIP.-, 6 POUAi1 v, ID ~iPFL TC __1EAD 'CI Y OF BAKERS 'EL:! PUBLIC CONORE _- WORKS -WEr AS SHOWN ABOVE. 4_ „ 'NN.Rr,IF SH',1 B. CLASS A CONCRETE THRUST BLOCK SHALL BE 11 SQ. FT SEE MANIFOLD DETAIL THIS SHEET (SEE 'NET WELL PLAN VIEW) FLOW ESSURE -b-LEANOUT & PUP CONNEC11ON LIST OF MATIMIALS r3.0 SCHEDULE 40 ITEM QTY. DESCRIPTION DI 'AIL MAA SHALL BE SCH40 STEEL ** 6 D.I.PPE SPOOL (3.5' LONG; 3 EA 3 EA (_2 j '3 1 EA 6 J.I.APE SPOOL 11.5' LONG) 6" 0 VICfAUI,,IC COUPLING AND PPNESSURE CAP WATER SERVICE 5 r "A i EA 3/8'G GA 'ANIZED REINFORCEMENT ANCHOR RODS 6 =LANGED 80' ELBOW, DUCTILE IRON — QUANTITY/L.ENGTH AS REQU''RED *= CONTRACTOR SHALL VER'..FY DIMENSION NAIL NSTA_L ALL I. G, T11 G' ITEMS PER M NUFACN -:R'S RECOMMENEA :CNS 4 -1XEB TEND% CAP PACI<ACE' WI '+ .=CH1PCE -LIGHT FOLD CCOPER LIGHTING F A4112NA WI 4'' HKH D TENON CAP OR AaPRO`F, FOU?xl... NOTE, UGHT FIXTURES SHA': L BE SII1,DLD AND )IF'NLCIL DOWNWARD SO I ICH ,ARF DOES NOT ENCROACH CVTC RE_IDENTI.AL R IF IE30ktiO0D. T INSIALL. GH1 PC is K L\ FAX MClUFAC1 UK Rfl Itis RUE AN —__E--- __E .._� PROVIDE F001Iw' WITH GALJAZD OR STAINLESS STEEL ANCHORS PER .SE'. E t . (:Z)LIGHT POLE ASSEMBLY DETAIL i� N. T. S. 3T'N `YN1 M"X3" GALVANIZED AD SOUNDED T 3" REFLEC VE TAPE 6" -'IA. SCI' AS ST'E_ PIS--, GAIN- FI_, 'A1TH CC,\CRFL" m in ►iTr11JMil :T•1901:11f.114 A —#4 HOOPS AND BARS @ R" OC EW rt Irti +, i T';., TRI,' rt 611 i, rt i NOTES: 1. ALL THRUST BLOCKS TO BE POURED AGAINST UNDIST7RBED SOIL. CCM1 R TF SHA J BF P-A(I D B=NINU ISI 1 01 R 1➢NG. 2. BEARING AREAS SHOWN IN TABLE AR° BAGEL UPCN ALLOWABLE SOIL PRESSURE 0- 1500 ps. 3. CONCRETE STRENGTH SHALL BE 2500 PSI AL 28 DAYS NNIMUd 900 ELL 450 ELL 1 PRESSURE CLEANOUT ANCHORS NOSE BE {ORIENT AS SUDAN SN PLAN VIEW,? PROPOSED BLOCK WALL—SEE SHEET..3 TBACKELOW REVEP ER EBOC" M L L 92 1', E.JR: PIPF TO A- OR PPR ED E L L x4 -MFNWCD OBI .i W, F INSG A710N O:=P 1 BL`TERELY VALVE AND VALln BOX I Op_gp WOtlf OWI- R I"'g2Z 2W4 I_ p W -'FW O - N -qn. t*i wszzk�r-zrc��o U)��y as u} W2OW4wvlU'Si ("�' .7" QN v � o ,noowGE W. SzEW. c ! fj"S LL i ZZS a 2 U) "?wywauP i..W 'uirc Z t9 n=q�a� 'rz0 OR toN LIJ cO 06 au o ��pp�Fgggo SO N'1 N* ._-rT LdOww NOG W N C �sa�sgE+l cr r z �_ ) �CZZtJOq j4 N _ �F2��NZNgU Q CO V� \� agww4��o�0 r ell' o¢Tza`�u^m M ` oGioaort i �(79D l-ice!='E>� q < Zz W o za tOam �--mrW»Ucsz�w —...._ MS W.6.'Carl:. sW"q_'�ir scLittwi� I \ - BE z rl r \ � i All � , nW w4y fl LL \ W e � o � -- } U 1' WATER SERV -:E 3^-' r3.0 SCHEDULE 40 LII n ALL 1" PIPE EACH MET -R, JEER PEP CA.4 STD, GALVANIZED STEEL SLEEVE MAA SHALL BE SCH40 STEEL ; DNA. W K, BY 0 HERS 3 EA 3 EA PIP_ GALVANIZED AND SNAPPED _ T_ WATER SERVICE DETAIL I 1 I (4) �� 1 N. LJ. i � I M 1 E::A. a"" FLANGED P_JG y�VE 'W11H VA V- BOX �Q SURFACE I � I 3' AL SUES _1 tDH_ PURE COOPErc LIG ,TING MPG5 11iH I'OV— ., INSTALL PER NANCFA,',-URER'S RECOMMENDATIONS NO E INTERIOR OF S -.ED TO HE FOUPFED WTH TW FIFC-IRIOAL RECEPTACLES NEAR DOOR AND ONE 1IGHT TIXTURF AIONINTED ON CENTER OF CEIUNS "< 3u1_C3 ",.Jut=AC+. SIOBAGE S, FO, TUFF SHED , . _11' "GARDEN RANCH" 10x:2' WITH PAINIED OPTION I ANC -OR FILOOR JOISTS C CONCRETE SLAB WITTi 12, 1/2"P X. 8 GALLVAN!ZED ALL THP.EAD EPDX`:'ED INTC SLAB} f6 1/2' EMBED69EN O `6"xA x1 A. N'A'T �%i.J s" BI LOW SP WE SURLACE 8' x 1 6 i' IN rt,i ALL SIDES r-y'lf,mgIIgi1A17 Jw_j`t11a1T1 , 00' *= QUANTITY/LENGT-i AS REQUIRED **= CONTICTOR SHALL VERIFY DIMFR`SICN all SHEET C4 _ OF 26 SHEETS MAN I_ LI ILS —-- ITEM QTY. _F DESCRIPTION DETAIL {D 3 EA 3 EA _ 8" FLANGED 45' ELBOW, DUCTILE IRON 12" X 8' F-ANGED WY_., DUCTILE iRON - REDUCING BRANCH 1 EA 6" DMA, PRESSURE CLEANQU7 ANO HURD CONNECTION A 4 (4) 1 :"A 6" x ".2" FLANGED REDUCER, DUCTILE IRON PIPE M 1 E::A. a"" FLANGED P_JG y�VE 'W11H VA V- BOX �Q SURFACE (� J EA _ 8" FLANGFD ADAPTER, -ALPHA 1 'EA. 12" FLANGED ADAPTER, ALPHA cD Al 12" FLANGED DUCTILE IRON PIPE SPOGt_ (1 '_ONG) CONCRETE T7RJS7 BLOCKS - PROVIDE : MIN SQUARE ­OCTAGE OF BEARING AREA PER DETAIL. , B 4 j 10 2 EA 2' LONG FLANGE SPACER (12" I,D, E: 19 G.D.) *= QUANTITY/LENGT-i AS REQUIRED **= CONTICTOR SHALL VERIFY DIMFR`SICN all SHEET C4 _ OF 26 SHEETS 2" B'-OCK #4 CONE lYl'. (3 To _) 3„ C-R.-_- TYP. I a ti NOTES: 1) STEP MALL AND FOOTING AS REQUIRED. 2) WALLS PER SEPARATE PERMIT #4 CONT. IS 32° Q.C. MAX. (4 TOTAL) LIFT STATION SIDE C TR #4 @ 24" Q.C. FG A) A: TERNA7 LEGS 1 A 1 WALL ry N,T,S. I 0 Wk -I. RAR, D I 3" Illilllllllllll I Ililllllllllll 9 1 1 l I a HINGE d 'i 5 V I 1 A BD F I 1 ! i I I I -LOCKABLE HASP I F 1 I I 1 p C THRUST RESTRAINT DETAIL I^+1 N.T.S. FLAN AT SUREACE P.C.C.SI AB NOT 'TO 3 POURED UNTIL PAVING IS IN PLkE. SLAB .AND LID TO BE 0.125" TO 0.25" BE, OW NEW PINS FED PAVING. I ¢ oz -2:1 MORTAR, 5 i of m I DRY PACKED 48"0 MANHOLE &-' `I36"X48"0 CONEI,I BY OTHERS I- II P fl" I , . 7r.,F. n -j I 3" Illilllllllllll I Ililllllllllll BULLET 1 1 l I a HINGE 8 I 'i I I V I 1 I { F I 1 ! i I I I -LOCKABLE HASP I F 1 I I 1 I I 1 I I I € I I I I { I I I P I I 1 f I I I I I I I I I I I i i I I HISS SXSX1f4- Illlllllfl��E� STEEL TEING HSS 2 If'L X 2 1f2 Y. 3f16 - STIFF[ T)RINGi Illliliillllll i iii ZG GA. I I I I I I BDA I illllllllil I I I I I „ P I r f7, 1 I 1 1 l I I i I I l 1 I l 1 l I i f l I l I l I l i l 1 l I l l Il�illllllllllp ii I III l i l l l l l l l.n IIIIIIIIIIIIII f4" SOLID DROP EAR I I I I I3 INTO I' DIA X 6" !.TING STEEL PIPE EMBEDDED IN CONCRETE FLAN AT SUREACE P.C.C.SI AB NOT 'TO 3 POURED UNTIL PAVING IS IN PLkE. SLAB .AND LID TO BE 0.125" TO 0.25" BE, OW NEW PINS FED PAVING. I ¢ oz -2:1 MORTAR, 5 i of m I DRY PACKED 48"0 MANHOLE &-' `I36"X48"0 CONEI,I BY OTHERS I- II P fl" I , . 7r.,F. n -j 1 ALL WORK SHALL CON -ORM TO THF APPLICABLE SECTIONS OF THE SPECIFICATIONS ENTITLED STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION", APPROVED CURREN, EDNION, 2, ALL UNLINED MANHOLE JOINTS SHALL BE FILLED WITH KINT SEAL OR APPROVED BLACK MASTIC EQUAL. INSIDE OF MANHOLES MUST BE MORTARED AND NEATLY RAKED OR WIPED ON INSIDE OF PIPE. PRE CAST REINFORCED MANHOLE SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WTI- THE PROVISIONS OF ASTM 0-478, CURRENT EDITION. 4. CONCRETE PAD SHA'_L BE CLRED WITH A WHITE L.GM-NTED CURING COMPOUND AS PER SECTION 90-'.0113 OF THE STANDARD SPECIFICATIONS. 5. ALL CHANNE-S SHAT. BE ,MOGTH FINISHED WITH STEEL TROWEL. SHELF SHALL BE GROOM INISHEI) FOR .,IJP RFSISTANCE. MANHOLE COVER NOTES: 1 AIL FRAU S ANC CCV1R SHAIJ.- BL IFFfrdD F'OR ACCURACY OF FIT AND SLALI., BF. MARKED IN PRIOR TO DELIVERY. 2, INSTALL. 36"0 H-20 TRAFFIC RATED COMPOSITE LID AND FRAME (SERIES No. EJ 1581 AND Got 3800 PRODUCT No. CCM3800) OR APPROVED EQUAL. ii 1/1 I1JRN FEAR 11-- UiNWLt MANHOLE COMPOSITE FRAME & COVER 03&" 1" 1 1/2" '., 36 11/16- IT 038 1/w - -1 17/72" 038" i �T F 5 1/16" 1 S ULA FRAME ...._............. 037 1 f8" -I SUPPORT REQUIRED — .. 46 1 2 TYP .. •.. ° c._I ON THIS SURFACE —_ f " ...._..._t SECAON SECTION A -A D SEWER MANHOLE DETAIL N N.T.S. PLACEVAKER CON-ERTING SCRUBBER JODEL 5x5 TVFW - 2f FAN GUARD POST S' --E DETAIL NOTE: PAINT A L EXPOSED PVC PIPING WITH JV RESISTANT PAINT. n 6"xa"x10GA, 4M,'vV. M.. 3% L6-L,THICK B70W SIAN SURFACE CONCRETE SLAS FOUL AIR FROM f !PRET WELL j 6" ICH 80 PVC'. PPING AND IFIflNOS PEACEMAKER SIDE VIEW n+ R.T.S. o U nd�>a Morn m canz �uF W O ' x G a a3-'rbc}'lZ _ zure`f�O0 corswrn .. zw F ¢ K -az -'.n cru jo CGIe u l"ftz� <'ni Kz� ¢¢''"GI-P106Y-pF, K 4'4'�ZZV pw ¢a40C qA in rnL arca G aamu IV a{Gp`4.,V4 pp 'C S � a 2 "G (✓1 m ,Z OG fh V. i'�G�Op p0. m i'T EI�f)az zLL W' -_CZ pOOm CO'�''gs 2oG G'GKpSCq)~J� 20!IRW~(1.6�� j STC G I'T- Z G d C b I-2 tizr© az T aw uUCG cuG w pF N pz ��GC�GGq..OI- W- I"J . B¢os'a=ou >S Z� .yl4p a'-T' O I Vw�WG�f �'Km M xz J¢24au;z� -i-CGI-GCG'4 w a z z o C GATE 0710812019' PA JOB No. 18-3082 SHEETC5 I E z `E IX1 O OF 26 SHEETS I II I l l i l I 'i V I I I I F I 1 ! i I I I -LOCKABLE HASP 1 1 1 I I I 3 I I I ( I I I I I P I I 1 f I I I I I I I I I I I i i I I HISS SXSX1f4- Illlllllfl��E� STEEL TEING HSS 2 If'L X 2 1f2 Y. 3f16 - STIFF[ T)RINGi Illliliillllll i ZG GA. BDA illllllllil „ P I 1 I I I 1" IDIA. PIPE iX 8"i LONG 1 I I 1 li I I k 1 I i 1 ALL WORK SHALL CON -ORM TO THF APPLICABLE SECTIONS OF THE SPECIFICATIONS ENTITLED STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION", APPROVED CURREN, EDNION, 2, ALL UNLINED MANHOLE JOINTS SHALL BE FILLED WITH KINT SEAL OR APPROVED BLACK MASTIC EQUAL. INSIDE OF MANHOLES MUST BE MORTARED AND NEATLY RAKED OR WIPED ON INSIDE OF PIPE. PRE CAST REINFORCED MANHOLE SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WTI- THE PROVISIONS OF ASTM 0-478, CURRENT EDITION. 4. CONCRETE PAD SHA'_L BE CLRED WITH A WHITE L.GM-NTED CURING COMPOUND AS PER SECTION 90-'.0113 OF THE STANDARD SPECIFICATIONS. 5. ALL CHANNE-S SHAT. BE ,MOGTH FINISHED WITH STEEL TROWEL. SHELF SHALL BE GROOM INISHEI) FOR .,IJP RFSISTANCE. MANHOLE COVER NOTES: 1 AIL FRAU S ANC CCV1R SHAIJ.- BL IFFfrdD F'OR ACCURACY OF FIT AND SLALI., BF. MARKED IN PRIOR TO DELIVERY. 2, INSTALL. 36"0 H-20 TRAFFIC RATED COMPOSITE LID AND FRAME (SERIES No. EJ 1581 AND Got 3800 PRODUCT No. CCM3800) OR APPROVED EQUAL. ii 1/1 I1JRN FEAR 11-- UiNWLt MANHOLE COMPOSITE FRAME & COVER 03&" 1" 1 1/2" '., 36 11/16- IT 038 1/w - -1 17/72" 038" i �T F 5 1/16" 1 S ULA FRAME ...._............. 037 1 f8" -I SUPPORT REQUIRED — .. 46 1 2 TYP .. •.. ° c._I ON THIS SURFACE —_ f " ...._..._t SECAON SECTION A -A D SEWER MANHOLE DETAIL N N.T.S. PLACEVAKER CON-ERTING SCRUBBER JODEL 5x5 TVFW - 2f FAN GUARD POST S' --E DETAIL NOTE: PAINT A L EXPOSED PVC PIPING WITH JV RESISTANT PAINT. n 6"xa"x10GA, 4M,'vV. M.. 3% L6-L,THICK B70W SIAN SURFACE CONCRETE SLAS FOUL AIR FROM f !PRET WELL j 6" ICH 80 PVC'. PPING AND IFIflNOS PEACEMAKER SIDE VIEW n+ R.T.S. o U nd�>a Morn m canz �uF W O ' x G a a3-'rbc}'lZ _ zure`f�O0 corswrn .. zw F ¢ K -az -'.n cru jo CGIe u l"ftz� <'ni Kz� ¢¢''"GI-P106Y-pF, K 4'4'�ZZV pw ¢a40C qA in rnL arca G aamu IV a{Gp`4.,V4 pp 'C S � a 2 "G (✓1 m ,Z OG fh V. i'�G�Op p0. m i'T EI�f)az zLL W' -_CZ pOOm CO'�''gs 2oG G'GKpSCq)~J� 20!IRW~(1.6�� j STC G I'T- Z G d C b I-2 tizr© az T aw uUCG cuG w pF N pz ��GC�GGq..OI- W- I"J . B¢os'a=ou >S Z� .yl4p a'-T' O I Vw�WG�f �'Km M xz J¢24au;z� -i-CGI-GCG'4 w a z z o C GATE 0710812019' PA JOB No. 18-3082 SHEETC5 I E z `E IX1 O OF 26 SHEETS I A. ROMTEC UTILITIES HAS SELECTED A PUMP OR PUMPS FOR THIS SYSTEM TO MEET THE DESIGN CRITERIA. THE PUMP PERFORMANCE CURVE(S) SHOW THE PUMP ACHIEVING A PUMPING RATE (GPM) AT A SPECIFIC TOTAL DYNAMIC HEAD (TDH). THE INDUSTRY STANDARDS FOR MEETING THE TARGET POINTARE AS FOLLOWS: B. THE HYDRAULIC INSTITUTE HAS A LEVEL A AND LEVEL B ACCEPTANCE, LEVEL A ALLOWS +10% FLOW A I THE RATED TDH, OR +8AN TDR AT THE RATED FLOW WITH NO NEGATIVE TOLERANCE, LEVEL B DOES HAVE SOME MINUS TOLERANCE: +/-5% OF RATED FLOW AT RATED TDH OR +5/-3% OF RATED TDH AT RATED FLOW, C. THE PUMPS SHOULD PERFORM WITHIN THIS RANGE AS LONG AS THE TDH PROVIDED BY THE CUSTOMER FOR DESIGN IS TRUE IN 1 HE FIELD. WHEN ROMTEC UTILITIES CALCULATES THE TDH USING CUSTOMER SUPPLIED DOCUMENTS (FORCE MAIN PROFILES, ETC.) AND THE FIELD CONDITIONS DIFFER FROM THE PLANS, ROMTEC UTILITIES CANNOT BE HELD RESPONSIBLE FOR PUMP PERFORMANCE ISSUES TIED TO CHANGES IN THE CALCULATED TO ACTUAL TDH. @ 2016 ROMI FC INC ALL RYGHT$ RESERVED. THFPF PLANA AND DRAWINGS MAY NOT BE AEPBODUCEC, ADAPTED, OR FURTHE? DIS rPIB'J `D. nYO NO GG?."PONE4-F W" BE CONSTRUCED FROM THESE PLANS, SITHOUT IBRITTFN PFR'ASS61N OF ROSTRA, INC. ODTEALL DESIGN A. ROMTEC UTILITIES IS NOT RESPONSIBLE FOR THE DESIGN OF THE OUTFALL STRUCTURE AT THE END OF THE FORCE MAIN. ROMTEC UTILITIES HAS NOT REVIEWED THE SIZE OF THE OUTFALL STRUCTURE TO MAKE SURE IT IS ADEQUATE FOR THE PUMPING RATE COMING FROM THE ROMTEC UTILITIES SYSTEM, THIS DESIGN AND REVIEW IS THE RESPONSIBILITY OF THE OWNER ANDJOR THEIR REPRESENTATIVE. B. ANY ISSUES WITH THE OUTFALL STRUCTURE DURING START-UP AND OPERATION OF THE SYSTEM ARE THE RESPONSIBILITY OF OTHERS. Eu FINAL CONCRETE DIMENSIONS A. ACTUAL DIMENSIONS WILL BE WITHIN +/- 0.5" FOR MAJOR DIMENSIONS (HEIGHT, LENGTH, WIDTH, CORE LOCATIONS, WALL THICKNESS, ETC) OF THE APPROVED PRODUCTION DRAWING. ROMTEC UTILITIES WILL NOT ACCEPT ANY COSTS ASSOCIATED WITH FIELD ADJUSTMENTS OR ENGINEERED PLAN REVISIONS BASED ON SLIGHT CHANGES TO CONCRETE DIMENSIONS IN THE FIELD. NOTE: IT IS NOT POSSIBLE FOR CONCRETE PRECASTERS TO CAST BARRELS, BASES AND TOP SLABS TO EXACT DIMENSIONS MEASURED IN HUNDREDTHS OF AN INCH. THE PRODUCTION DRAWINGS FOR THE PRECAST CONCRETE INCLUDED IN THE SUBMITTAL SHOW DIMENSIONS TO THE 0.01", BUT IT IS NOT REALISTIC TO CAST CONCRETE TO THESE EXACT DIMENSIONS. B. ALL CONCRETE JOINTS UST BE CLEANED PRIOR TO APPLYING 11"In `IP.LANT AND JOINT WRAP. :AL CORED HOLES ARE NOT BY ROMTEC UTILITIES. )UST V L -CONCRETE PAD �tV20UN6 WF14NE [LL WATER SERVICE� AND VALVE VAULT IS ` \ SEE DE ' T AIL - - BY DEVELOPERS C \ CONTRACTOR, THIS 4 PROJECT I ` \ BY DEVELOPER'S, I VCONTRACTOR:, THIS L \ PROJECT' \ i 18" CONDITTY INLET PIPET \ / - / BY DE'JELOPERS CONTRACTOR __. _.. H7&PROJECT \ /' r� c THRUST BLOCK RESTRAINTS BY'ITFVE L't1iLEH'S"CY?NTRACC(9R, / TH;S PRO,LECT, NOTAOMTEC UTILITIES I 1 +1HRUBT BLOCK RESTRAINTS BY 3EVEbSPE-R"S CONTRACTbR THIS PROJ�C7 NOT POSTED UTILITIES 1 � IN GROUND PIPING TIANIFG_U� BY DEVELOPE€lS CONTRACTOR T791S PROJECT. NOT ROMTEC----- IES _ - 1 Gol I BY DEVELOPS i 1 METER PEDESTAL ? f2'S CONTRACTOR'-_.-. .. ...... THIS PROJECT', NOT ROMTEC UTILITIES I CONTROL SHELTER By BONN ED UTILITIES en z�s ReinYe w rl.. RlR.:ra¢ yolk u I„EC=F REFER TO SCOPE OF SUPPLY PLAN ANDCRawG MA N/`T EREPODICED, ARAFTA- OR w HER F_.TRIEUTEo ODA `0 RE-SIGN SUBMITTAL FOR CTAAPO,F TS MAY RF COOSTA­c -FLY HICII TDLOF DETAIL DRAWINGS PANG,WD GV. Jl2'LLN FLIM rL]Y Of Bo.,I .INC. f l I m ROMTEC UTILITIES }' 18240 NORTH BANK RD. ROSEBURG, OR 97470 f 541.496-9678 I.-_- 81 INSIDE DIANIE I ER WET WELL, BY ROOTED UTILITIES REFER TO SCOPE OF SUPPLY DESIGN SUBMITTAL FOR RETAIL DRAWINGS - --HOLE FOR ODOR DUCTING IS FIELD CORED, NOT SUPPLIED BY ROMTEC UTILITIES 81 J VALVE VAULT BY Rom r, C U FILD IES REFER TO SCOPE OF SUPPLY DESIGN SUBMITTAL FOR DETAIL DRAWINGS PRESSURE CLEAN OU I AND PUMP CONNFCTI SEE DETAIL A THIS ITP, REFER TO SUBMITT DUCT "IN( WELL IS v MTROL SYSTEM - ---,l', MTFO UTILITIES SUPPLY DESIGN TAIL DRAWINGS R ) I I ODOR CONTROL AND WE' I - 3PERS CONTRACTOR, THIS �= NOT SUPPLIED BY ROMTEC UTILITIES -CONTROL PANELS BY ROMTEC UTILITIES REFER TO SCOPE OF SUPPLY DESIGN SUBMITTAL FOR DETAIL DRAWINGS MANUAL TRANSFER SWITCH BY ROMTEC UTILITIES IED `a E A RYANIIA L S'IFIT 1 9F 6 YIAR 1: N1S,3_I- 2OF 6 ti0 IS SEP, I In~ �LL `"'`'mr=o EsiT Ea R, " F oz mui <� z�wR'�JK �LI'K w In AR'y s F 0 w? y U g LL zI Uz:n�aLL�A y Ew ��wc-owA PaO.O- wq*nT I RS ? 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G O W z a z DS IF ED h Z W � U LLK LL IS a d A" c Q ( 1 A- A, w w O w DATE 07108/2020' PA JOB No. 18-3082 " VERIFY SCALE SCASCALE~ SHEET :S a � eaF e x s # 0 1 OF 2E SHEETS ! t {• • i 1. >• > i r TEC IN -0141011=1 -s Iliaw • 2.02 MECHANICAL PLANS ■ s r i t • FOR POWER (1) FOR LEVEL SENSING ' i ! mm F_ SENSOR AND ELEVATION TABLE i � ! •' I' 3 * �•111� �� �iirliLW`rI71C�Sin �mmaigcLq-rtrr �#i ,O ; ASSEMBLY .... i , 1" • Y P r F GROUT PING - 811 DIA - Sin X Bin ! i• • !:tINTERIOR ! w:r 2.02 MECHANICAL PLANS ■ s r i t • FOR POWER (1) FOR LEVEL SENSING ' i ! mm F_ SENSOR AND ELEVATION TABLE i � ! •' I' 3 * �•111� �� DESCRIPTION �mmaigcLq-rtrr ; ASSEMBLY 4 1" GROUT PING - 811 DIA - Sin X Bin ! i• • !:tINTERIOR > E ELBOW ! ! piqkumm. COMPACTION OF ! "MIN� DENS. i.. •a• . R ! i DESCRIPTION �mmaigcLq-rtrr ; ASSEMBLY 4 1" GROUT PING - 811 DIA - Sin X Bin :GROUT FILL !:tINTERIOR #ft"DI E ELBOW FLANGE ADAPTER - 81n - ALPHA 'GASKET- FLANGE-6ini # DISCONNECT i -. HOMO r i i ■�E # #t itr ' ��Itr � : •• • r r r . m® tr roil=# ' #t#LIFTING ASSEMBLY r r. maw lgimumli r # r r r!WELL SHIPPING BARREL - GASKET FulMmutimlsoM CABLE•316SS r : # i': NEVER SIEZE - TUBE iiiYb�l� • t • '. � i l' • r ! I � • a ! r I will INTERIOR BASE: TNEMEC 434 (APPLIED AFTER BASIN AND GROUT INSTALLED) EXTERIOR: TNEMEC 61 A FOR DESIGN REVIEW lullmougst low I ! ! y.alaftla all lewwagrAmll # O U w iaivc mo zaoasz wn�F }'iam F�wz �po a w�4� o crnoumi®y� rcm�yF.�zm ewwz�oI M V 3 L/.w Q L ea'oco Ezgrwz (2w'O� Vq�V z�U���zc om z z a�...ocw¢ mo om cor zmP5 mi- .� a -cim z-_`om 2sa§00 Oo W' 4c }CLW pW 27Wah,S W-! ( ¢po�aouo�� il�IX}QVC �� p2V Yy2 r.'Y�Y $2pi O C1. Y �wo rt'uz z.. m��aw �wom tymo Www`'zsm Wu�ciw cair°-n Q,4m n VERIFY SCALE a w n IffinliquBm SAE T 2 OF 26 SHEETSi 4 1" a w n IffinliquBm SAE T 2 OF 26 SHEETSi S CRO H -H SCALE I / r r r r, r • • r * •rr rY Y a •'r' r .y y x 'oTEC Tei xe 0 2018 ROMTEC INC. ALL RIGHTS RESERVED. THESE PLANS AND DRAWINGS MAY NOT BE REPRODUCED, ADAPTED, OR FURTHER DISTRIBUTED, AND NO COMPONENTS MAY BE CONSTRUCTED FROM THESE PLANS, WITHOUT WRITTEN PERMISSION OF ROMTEC, INC. C.L. DISCHARGE PIPE ELEVATION: 345.60' (22 91 19, Y y ■ RIM & F.G. ELEVATION: 350.41' IIY�11!!•.IYIt11.Y�F.Alllgllll.It i.. *.' y s ' Y. • ®Wmjmlii rrr'LIFTING Z � iwjtA�w LL sal o,a BRACKET - VALVE KEY ## VALVE .r PIPE STAN D BASE PLATE - 304SS �� i ..!.'ILII •' 3 :. ! ..i .: ' RIM & F.G. ELEVATION: 350.41' e f y1 F S -F NOTE: CONTRACTOR TO SEAL ALL CONCRETE 30-INTS SCALE 1 / 20 AND PIPE PENETRATIONS WITH NON -SHRINK GROUT r yY ■m is i III:. A ' k � x a r■ k I 1410101011404 11411101woMAN JL .4fftgMF- _lp JI oat�0 wC FpW WSKL�SSw1C d: (qS W12 ZO(j [d VJ� 02 NAU LLr _ U' f- 2 F -CI ypCJ pFy onk�ww'LL � x,- cxwz zo�tKlrcL� oLrW y']SJ nK IU 1 C '}z lll�V NS K G F+>rywjU�n6 o�ao�w�moo 2u �xnxt'i .yo c: TOa1SOw[jLZ OS•_� 2 i-(}Lx2n�ZLL cf..z KU < Lc3 p,I=,LL Ha,`n= o 2 S x Z Q W W K S9U W1.>ti4.{Op zar. cl x �=w ibS>Gl 041 �W'.Ofy ``I'w iwGc omo3 �"qw I IIY�11!!•.IYIt11.Y�F.Alllgllll.It i.. *.' y s ' Y. • ®Wmjmlii rrr'LIFTING Z � iwjtA�w LL sal o,a BRACKET - VALVE KEY ## VALVE PIPE STAN D BASE PLATE - 304SS �� i ..!.'ILII •' 3 :. ! ..i .: ' a gm l`Y� " I;IrIrGASKET TRANSITION :ra. TAPE #.# • I.. so e f y1 F S -F NOTE: CONTRACTOR TO SEAL ALL CONCRETE 30-INTS SCALE 1 / 20 AND PIPE PENETRATIONS WITH NON -SHRINK GROUT r yY ■m is i III:. A ' k � x a r■ k I 1410101011404 11411101woMAN JL .4fftgMF- _lp JI oat�0 wC FpW WSKL�SSw1C d: (qS W12 ZO(j [d VJ� 02 NAU LLr _ U' f- 2 F -CI ypCJ pFy onk�ww'LL � x,- cxwz zo�tKlrcL� oLrW y']SJ nK IU 1 C '}z lll�V NS K G F+>rywjU�n6 o�ao�w�moo 2u �xnxt'i .yo c: TOa1SOw[jLZ OS•_� 2 i-(}Lx2n�ZLL cf..z KU < Lc3 p,I=,LL Ha,`n= o 2 S x Z Q W W K S9U W1.>ti4.{Op zar. cl x �=w ibS>Gl 041 �W'.Ofy ``I'w iwGc omo3 �"qw I DATE 07/0812p2p PA JOB No, 18-3082 VERIFY SCALE y SHEET M3y 1" OF 26 SHEETS 0 x LL Z Y m Z � iwjtA�w LL sal o,a DATE 07/0812p2p PA JOB No, 18-3082 VERIFY SCALE y SHEET M3y 1" OF 26 SHEETS G m M L L VIE 3-J 'LEI/2 z CONCRETE INTE* BASE COATING: TNEMEC 434 coating will be after the basin and grout are installed) CONCRETE EXTERIOR COATING: TNEMEC 61 r WELL FINISHED )R ELEV.; 309.32.' Y C.L. WET WELL f�f f �pp j14 I Im 1/2 M m C.L. WET IS M C VIEW PUMP/BASE DE7AIL SCALE 1 / 2 P1TTa UTILITIES 18240 NORTH BANK RD. ROSEBURG, OR 97470 (541) 498-9878 A, SECTION M - SCALE 1 / 2 M I`LL 4 ll Y Q 1 rcn��)rzStiwUG wz ��mNa �/� 65 u> � O o�Lo= vJ z E Z ti ^-ICll IS-i.JZtSpW'4 Y W54w2'll fnU�u. iFF.. IS-V]u Cu_6F � LU . (i6 ZZ W IAl 3 G��F4T YFd to Nx 06 t2 Y»wpUSjQ�®tJ L 2 f} LL C1 �. GyGULL),i 9flpOC. ID � `� S�W�WQc)Y�Y �w NN t6 Y. 00 a (� W � n O G'} LL a N-- LLI VY Ci 06 d O G v^C`iWwJbd''4' G1C1pV eZh v �6:GC Ga' 4✓ (n CV 2 M ow�awm, wwwoaoza €LI of � � woaFZOwQ ouG. �i=ztra '>>n�fn vau O N S Z K W W W CL w o ZGS V`VIWSq'C p wh CUCiLL ��iv pW z�zO sm 2'YUU W�auLLi>u) f7ai-c.>c waw I N 5 Z !a N W C BATE 0710812420 PA JOB No 18-3082 VERIFY SCALE 4 ll Y Q 1 O LU W } LL q` 6 C W 2 Y m ZZ W IAl 3 W F Uj a a a I N 5 Z !a N W C BATE 0710812420 PA JOB No 18-3082 VERIFY SCALE 4 ll Y 1 0 1 41J L q` SHEETS' FLANGE FLANGE 316 STAINLESS STEEL QTY: 3 VERTICAL DISCHARGE PIPE FLANGE PLAIN END k.,,. 316 STAINLESS STEEL Q R � y PIPE ft `i 900 'i.s D. FLANGE PLAIN D 316 STAINLESS QTY: 3 f ! �1 L. 1Y! i Y A iY ilRii I I III I� II� II ' it �� : I� II I I' 11= ILII � III � ■' MI ' � ' I �' � , i z n1 Hotel NJ Io o ff`yo0 m 2GPpf- ll'Zds K(lI S. LN}LNC �QAf2yW SJQg pU'K T w L Q2 IAYLL `eoar-s_�s F� N, v� Ed dll1i n )u p_UN2pW ptF1E }S'L?v>O ¢�=cpizwnp�m o4y`�..'G�OLOK n Z > aALU[f p"SSLJOJK �wo�z�o Lo J�p I- SLY C 9 Z d Q ZpZ�9w�} W�SF qQ� 00¢.fll{- f9V)wS-�Z4q Jp .G6_U/AWS `Cw ¢KOT}PJQN TOKIO-WW 1wQ� 1}A2�C pmpC LAWN Y® _tU �)O Ell �'SfAT (h -CGS6K[uZZ F F6tLHOCK4� ff DATE 07/0 PA JOB No. 813082 VERIFY SCALE SHEET Z u 11 4 �o�anF 1 OF 26 SHEETS C CCTj'L AL IT LPTOd M%llEL NIPTI 15 1l'Sl= Yn Y(OQKQ f 1 CITVs. DNI < A HLOf+I 'JC N ONE, -'E AE'-'P'NS H'I OF THE i INSIA.UNC CONTL cm TO FC J! AwL AS EUI M \704MMON N-) SAKE { _ _sky Imps NA'STA-LATITNI AS PER FIE CAUMMAE.ECTRICA. CODE ( PO ER M CCL WSW 7tN ] IC_SA 1 CRV SIZ: INSW 4 AE BRANCH CKI AND/R 'EMER OVC CURREN OIECTIC I FA>. S N,.,.,RD, K> �99 . 1- S H THE INK 20 a TELE 1 40. 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CHRISTY MODEL #F8 PRECAST UTILITY BOX WITH CONCRETE COVER I 7'1'4 DIAMETER x 10°-0" LONG COPPER CLAD DRIVEN DRIV'EN GROUND ROD '-NEUTRAL � BONDING JUMPER #3V 3 #3/0 f0— BOND TO METAL PIPING PHOTO_ PIPING, me LD WATER SENSOR ''..... LCONNECT TO T /', lel�l A;> UFER GROUND LUAU L;LN I I- K TRANSFORMER AND PANEL COMBINATION 120%208V, 30 40 AMP,4 WIRE BUILDING mi m LIGHT FIXTURE SCHEDULE VOLTAGE 120V M.O.N.) TYPE INPUT WATTS DESCRIPPON AND MANU€ACURER PANEL'S"` NRM LOADCENTER n WALL PACK BEftYICF A[a04109R F1E 28 MkVS(R 41Af L Al4 O( VS P1A6R6<RC 15 HP 48OV, MANUFACTURER: HVBBEUjLNC2-12LU-5K-3-'1 - 18,000 A RUSH - FLE 48 VOLTAGE UhkV - I 18,000 OAp LAMP: LED - ! 3/4 HP 480X, 34, 21 MANUFACTURER: COLUMBIA #TAW -4 -50 -HL -ED - WATTS' _ FLOOD LIGHTS IL--`IPRKS S2 200 C 3 G REk'0.RA3 - 66,000 79 WATTS AMP MANUFACTURER: COGPERWMPMM-K-HF-20D-12OV-LL c t r c von=o.(}<ri U` s < aA ak ?Ts 2 (n RFC 401, It IN ,0 1 t 1' i? t ^n_ -To @t p9IF IGH, .PRIOR IORT{f E 2 3 3-.-�v"✓"'�a'f(X1 ✓.+�r•,aww'�*C*'AI",F an (}02. oy?", �— N cS� 2 1 z L 20 1 ac .oTRI? Io,TLR _- w U LL .Og.. , -. c , z z -- r' -., -- —clA, 11 cryo", 12.�s 1 5 —_ 1 — U '1K(Y7 + a 1 1 11 M I M 1 111.2:1 3 1 1", a9 10 20_`111z " -1 — , �(K f K ,y`6 LJ w w�Fr E �0. 2L 1 'A 1 a—,z r 2T —I 3C 12 26 - 1 - 2v , z12 { zc 2 ea ncj-1 a! c za 2F - - _ 2 2G- V1u AIB I "d« 3r' airu i ,PFJ >cu Riltr(.=>EA;.i ' i5�6= S6C*3 f.°INIk'U41 @Nli ? l 21110 TOTAI 2,M Nii�Pla6llYlaiaF'D LUG, TYPICAL 1 11 BOND TO BUILDING STRUCTURAL STEEL -I s. CHRISTY MODEL #F8 PRECAST UTILITY BOX WITH CONCRETE COVER I 7'1'4 DIAMETER x 10°-0" LONG COPPER CLAD DRIVEN DRIV'EN GROUND ROD '-NEUTRAL � BONDING JUMPER #3V 3 #3/0 f0— BOND TO METAL PIPING PHOTO_ PIPING, me LD WATER SENSOR ''..... LCONNECT TO T /', lel�l A;> UFER GROUND LUAU L;LN I I- K TRANSFORMER AND PANEL COMBINATION 120%208V, 30 40 AMP,4 WIRE BUILDING mi m LIGHT FIXTURE SCHEDULE VOLTAGE 120V M.O.N.) TYPE INPUT WATTS DESCRIPPON AND MANU€ACURER REMARKS 15 HP n WALL PACK - F1E 28 VOLTAGE: UNV - 18,000 WATTS LAMP: LFA - 15 HP 48OV, MANUFACTURER: HVBBEUjLNC2-12LU-5K-3-'1 - 18,000 WATTS i 1%4 LIGHT - FLE 48 VOLTAGE UhkV - I 18,000 WATTS i LAMP: LED - ! 3/4 HP 480X, 34, 21 MANUFACTURER: COLUMBIA #TAW -4 -50 -HL -ED - WATTS' _ FLOOD LIGHTS - S2 200 VOLTAGE: UNV - LAMP: LFA - 66,000 79 WATTS AMP MANUFACTURER: COGPERWMPMM-K-HF-20D-12OV-LL - GF 2€ GROUND WELL M t its 2.00 KW PORTABLE PPKIFPATnA WIRE Dr, GENERATOR PAD PORTABLff 101111111110 POWER TO CHARGER HEATER 2'C. FOR FUTURE R STUB CAP \\ N36 PULL BOX (2) 2"C FOR FUTURE GENERATOR USE 200 AMP, 277/48OV, 30, 4 WIRE SEMICE PG&E 12 KW UG SYSTEM BOLLARD ----• PG&E 92 KW ---- 277/480V, 30, 4 WIRE 5"C. SECONDARY MSG' M 277/48OV, 30, 200A 4 WIRE 65 KING VERIFY FAULT CURRENT WITH UTILITY } 277/48OV,30 SERVICE PROVIDER { 200 AMP uV M LOAD TABULATION 15 HP n PUMP #1 15 HP 48OV, 30, 21 AMP 18,000 WATTS PUMP #2 15 HP 48OV, 30, 21 AMP 18,000 WATTS i PUMP #3 15 HP 48OV, 30, 21 AMP 18,000 WATTS i BLOW 3/4 HP 480X, 34, 21 AMP - 2,000 WATTS' LIGHTS STORAGE 15 HP 48OV, 34, 21 AMP 10,000 WATTS TOTAL SITE WATTS 66,000 79 WATTS AMP POWER TO CHARGER HEATER 2'C. FOR FUTURE R STUB CAP \\ N36 PULL BOX (2) 2"C FOR FUTURE GENERATOR USE 200 AMP, 277/48OV, 30, 4 WIRE SEMICE PG&E 12 KW UG SYSTEM BOLLARD ----• PG&E 92 KW ---- 277/480V, 30, 4 WIRE 5"C. SECONDARY MSG' M 277/48OV, 30, 200A 4 WIRE 65 KING VERIFY FAULT CURRENT WITH UTILITY } 277/48OV,30 SERVICE PROVIDER { 200 AMP uV M PUMP ADDED INCASE OF AN 15 HP 15 HP n 15 HP EMERGENCY 480V 480V O 21A480V 21A n aw TLLGI�_: 21A Cl J Kw00 OD th .,i,s1y.n0>m,snF 15 HP tt8 480 VOLTS ` y,J@JT7;J tC z pI+ s > T Lu Asn r (} ITT, K LJ vt r6 31O�w,1 fIl von=o.(}<ri U` s < C2 10 ?Ts 2 (n W It IN O tH IN c E Lu LL �o �o zW C IOv[Y an (}02. oy?", �— N cS� - V w U LL .Og.. pvq � C J —clA, 11 cryo", s � v U '1K(Y7 + a s.i "czd c F , �(K f K ,y`6 LJ w w�Fr E SHOREHEAb 200 AMP, RATED 2 APPLETON AJH2O0 �\ _ GROUNDINGw RODS 6'1 z"C'(4}#3ID-2"C.W/(4}#3/0+#6GND r APART MIN PVC 80\ \ 3/0 GROUND �\ 200 KID FUNIAbUt NORMAL W 3: i COOLANT \ GENERATOR 200A\ h HEATER \ BY CITY m ' 200 AMP M ANO MANUAL d z > BATTERY EMERGENCY LOAD TRANSFORMER z "' CHARGER #3/0 BC-. E SWITCH (LOAD) w TRANSFORMER 50 277 TO IIITTT"` 3 _ 120V 15AMPS w o a ...-....� . FREER °K b 2"C.Wf(4}#3fO+#6GND Se PA 2"C. FOR FUTURE 20 AMP, 2P STUB CAP RECEPTACLES PANEL`S' �- } 2OOAMP, 3P d I AT CENTERRAGE MINI LOAD 277/480v py In is 1"St93i3 5 1r130 AMP, 3P , 1-1/2"C,W/(4}#8+#8GND >/ I PUMP ) 115 AMP )15 AMP }200 Aft ) 15 AMP 30 AMP 30 AMP > 30 AMP L 10 3P 30 3P 30 3P 30 3P 30 ® LIFT STATION 3 0 BC GND TO CONTROL PANEL GROUND ROD, UFER AC AC AC Ir— AC AC E 3/4 HP 15 HE 15 HE 15 HP 15 HP Co LIFT STATION N FVNR FOUR EVNR FVNR STARTER - CONTROL PANEL G 2"C,wf(3)#8+ #3/0 BC TO #8 GND GROUND ROD BUILDING STEEL DOW GAS ,�20 AMP 'MCB' 2 GROUND_ RODS 6' APART - I l PANEL'S' I MIN CENTER OUTDOOR RATED I NEMA 3R MIN! LOAD CENTER I ("'�' I.— TRANSFORMER —TRANSFORMER LLWZ zANDGROUND PANEL COMBO I 2"C, PVC SCH 80 0 2 RODS G'-/ 40 AMP 'MCB' Lu ae 1-1/2"C.W/(4)#B+#BGND� 't--- 120/208V, 20 CIRCUITS #6 Cu -._... o \ s APART MIN . J 10, 3 WIRE 2"C,w/(3)#10+ #6 GND PVC SCH 80 Lu w FUSED 2'C,w/(3)#10+ 2'C,wf(3}#6+ TC DISCONNECT #5 GND #5 GND I ` 'A LI .4 ( - PANEL -.I - ASTRONOMICAL STORAGE REFER TO "-----_ TIME 7 F, SHEET E-6 CLOCK FUSED DISCONNECTSGFI RECEPTACLE r' 1 AT PUMPS I LIGHT STORAGE 4 PLEX POLE AS BLOWER 3/4 HE 480 VOLTS 1.6 AMP, ODOR CONTROL PANEL TO 3/4 NO *I MOTOR t 0 3/4 HP 480V m I SINGLE LINE DIAGRAM N.T.S. CORD TO I PUMP BY PUMP ISTRIP HEATER MANUFACTURE 1500 WATTS GFI BREAKER I to Ypk M PUMP ADDED INCASE OF AN 15 HP 15 HP 15 HP 15 HP EMERGENCY 480V 480V 480V 21A480V 21A 21A 21A PUMPS BOTTOM OF --PIT PUMP (3) 15 HP 480 VOLTS STIED 1F' 8 UPI " tj lri o ` z , lA� P s 01!1712018 N.�° �-+ PA JOB No. 18-3082 1. 3. SHEET ESMMM2 SHEETS �U y yv ii y�ili l' Q n2z V. -mow �z'J_ �CL7 ( �=Q L r J n � WSOF �y S > W m ¢z ~ tC UUOU' 22'�' 2 ^zal�;jrL moi' N8 4} %� 7r0'`�S'O <Wt� ifY Q W U L Z � DEFORMED AREA, CHIPPED, OR "-"' N ` �-'. o uj INSTALL FASTENERS AT RIBBED OR COLD WORKED AREA OF CRACKED PAINT AROUND FASTENER W " co ca A °--,� _a Z N o ELECTRICAL PANEL INTENDED �, TO BE RECONER w EPDXY PAINT .2 gA > n FOR ANCHOR POINTS f AFTER FASTENERS HAVE BEEN A F r c Ili z o& 2� m / TURNED TO FINAL TORQUE o s> <> Q w +✓+ Fwzc,c9 j10 -32x'" SCREW, ` "`' w z=s _LL C c 1-1/4"OWASHER CHANNEL NUT —MIN. @ ltii L� V y�N 1 N 4)s� F WWCi+h LOCATIONS PER PANEL _ ;� ty YQ •� 4 ELECTRICAL PANEL HOUSING t Nates ALL FASTENERS TO BE ANY GRADE x P o T STAINLESS STEEL. STRUT CHANNEL Mmz B—LINE B22A 316 STAINLESS 1' TO BE 316 STAINLESS STEEL, AND STEEL DOUBLE STRUT POSTS -I GUSSET' FITTINGS 1`0 BE ZINC OR EQUAL — TYP. PLATED AND EPDXY COATED. r .___......-24" 10.5' TOP VIEW OF POST 20" 200AMP METER SOCKET METER MAIN DISCONNECT COMBO MAIN BREAKER 19" - r 480/277v 34 44. NEMA .__._..5" ` 3R OUTDOOR RATED a 0 j 1 W Z OCL z MANUEL TRAINBEER SWITCH nU Ji o wm w 7 i U tL a o a J � 11 0 GENERATOR PLUG— �' I o 1NEER B—LINE 822A 316 e a d ...._ STAINLESS STEEL o B—LINE B22A 316 STAINLESS DOUBLE STRUT POSTS STEEL DOUBLE STRUT POSTS OR EQUAL — TYP. OR EQUAL — TYP o - o L y c I 18-00-0 POST FOOTING 'Z'27038 Ili o ti n., 1- STRUT CHANNEL ENCASED IN s l j i 1 1Y I k F MIN, 2,500PSI CONCRETE - 1, 1.3"ALLAROUND - TYP. OF 2 BACK ELEVATON CONDUITS SHOWN FOR '—CLARITY - SIZE & QUANTITY ARE ARBITRARY WMAINUAL TRANSFER SWITCH/ AIND METER SOCKET NJ.& L I. i' f ' I,,'',. ES -3 SHEETSI A, oaU>o A. WwNLL UJ2LL yrj 1i unl-CR TO� NOTE: I�y E -Ea nn 1 ON z L. o m 0 0 O} Ai2GHl c..T/ENG!N£ER IS NOT R,ESFONSIBL,_ FOR ANY S TE CESIGN ORROMTEC 18240 NORTH BA ROAD - fiQ�JCDURI.T, Q}a 97�F70 ` EEEt�" ENGINE RING AND NI'LL NO- BE HELD AGCOJNTABLE OR JABLE -OR ANY (541)49l FAX (541)496-080 k I- o a K- a o � ISAT L y ?wulr ISSUES RELATE TO TH15 SIT?_. IT 15 THE OWNER.'S RESFONSIBILITY TO > rc I`-" z W umQ. �_ P- AGGURATELY LOCATE THIS BJ'.LCING, SET FLOCK AND ACJACEN- GJ5TOMER.: ROMTEG UTILITIES CONTACT: KYLE PERR.IN ELEVATIGNS, DETEISININTE S -FE 15 SJ -A5FOR CONSTRUCTION, V£RIFY ALL LOCA- ION:.R.ENFRO & BRIMHALL RWC '' -' l z (n o o ".'�-�> _ U UTILITIES, ETC. LOCA"ION: 5AGER5FIELD, CALIFORNIA 93314 + T ' U a z "' W D5 EEL Q) oz2 c�irczo�n QD X GENERAL NOTES: i y 3 c z SYMBOL E6�NL> SHEET SGHEFULE f c -`1 r `� u °� a K R Rm 1 _[T TONER NAL LLOAE R NI ros ALFORT 5-JIFM .crEsA,r, NTEMIFc-:G TI c, NO s1.E=-T SHEET GGNTEN'S `z-" ov)yo.d °z' (� ME LC V LwoRY h. -,EEL oR J( SJ R. s. rnrvnlSiP e:G. dnrERltL W.^.F.K nN dl c 4 "w j_ AD I W '' _ GO LAVER SHEET 1 o w a Q, N FL n o CC [Si N ! NTRA� '}T. M J_ ^.E NCN TN `JrAF41hG -H'4 J M EEF'NC r�C CEDING- f IT" -JIY YVGPS ." ' {/�" S'X O Z Z Iy ISLR_P.NGG, ECL9 NIT N H LMJJi., E-IALL 6 GRGL'.S a TH MMS):R A -NTLN C'F ri/)M L6 CO1 GENARAL NOTES SHEE SGHEDVLE C _ L p L O O P w LU US CD NOUT EA Tco. 5.,_ .,-I FRJpELV 1 ANN AUDIT E MMOAR D BE IN NO:A L!^T PION OTnER AV'RK R IN NOT WO O � � N C p q ,max AFFROVEPEY L LNTL NEAOJCG YFANR, � RNAENG NEE ARCDTRAT' (D Gv'OR Ne 9BER oFE G2 DESIGN GKITERI,A AND DOGE SUMMARY o �yw,�yo caNTRAc-aa SHA..L MAMTNn dJ..ftAL LIAE+L r'ur.A�:czAn p Iv(nr�Rs cnlmr INEan+anlcr,=As �'dr. _=_aPlc Awucs�L_ �'aY rfk e Aa.1 i`i.FiOR F'uANQ. �. o i Ka a w'- " z `L °' LL Z c? S'UiE MLNIMUM REt3LIFEMENTS. 4 K 4 _ A-..1 .XTERIOR ELEVATION_ LL A :v '0 0' z D, r p Luo < n W N 4 RAN TI. CS DA E L7N5iP4! D ON J"! I'iT4RLi D FI OV 'arl OR NPA INF- A 3,`MrI.1., OOA PA TOR �"�__ A4.1 BUILDING SECTIONS R, SU' O .L V2 C21 i A .JLMFG ll 6^ARING F.Ft Y NCTFp N F"Y !:". 'rH'I "J .I NOi M Fr R rxGFFG T ASSUMED S} g - G) „ 5 M 'S O - SD ALB A+IN-G FACY AhT:A.. CR C MPrI.- _Ci GNGTbN a A SF'C?ITTLE O ,NON r TKU...NWAL ACJ.1 FOUNDATIGN PIANS L} E 'I' 2 Z %M F 2 Z Z W C CI iE-R T R i G.L.N Pi.P CI CM EN 7JtlTEPr2l GAGh A4 JRP EUILPIN O PPavID LaPE _ VVAY O = F` Y - $ W V W p fp N A5.2 FOUNDATION DETAILS �' p ` -- NO w o 4 MCJ4flIW>*lT LES�THANA% LOF YY,I3AMINMI pETNJCxO O RGMT N)I PINI. PF4 ,61EG,O A _ ON'1LMGE C 2�gR0 ai ^2-0 Y'4 0 "'c ^'A NCDDOM IT EL - SE= �..... ' Al T. RU55 DETAILS Q S ` �^, r,T• uCAl =rmcLE A .." z CE 0> O O 4 g ND x I !^FT-LNTRATFNIC�B aT ll,1ANNA 1.EAF J-. K(ri. u! AT .,rA 4 r !1✓ rvYH MUS 1- ty/ A,l RCIOF FLAN '{ T11". ' ( ) q6 ..F a / 2 w N (A A ANT < k ..21W I': '!R NG U AOI IN YA Al F N, KCYM FINFUI llCl %R ACES [1 C J w Wj S j O¢ O T ANP Fx r -+ICF IRB GIN II 1l C1Ew r a A F SL AN .FN, T INhxiLIREME SFr A°S,2 ROOF FRAM NG PLAN V TO U'` F' s n a M, A, m (`OD FI INS _ L>FI FU F "M: p 1 YY. 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LATE BY CESGRIFTION icn MBE 3 ° CODES AND STANDARDS ( 4 t OALFORVA EJIODNG COC%' ( .TL 24 FORT 2 (-SAENTNCo O'I 1_O) 15 NALJE R A ^Y "L'ICA_ OSJ TITLE 24 A2T FhSEJ V 1U 4 N 015 GALFCRTIA MDN-All POPS TIT E 2N PART 4 ,SASE'] ON ONTO JAL) uA' Z OPTS OAOlPLJM-LKC- GORE,TL 4P ENR3aN ODADL1Fu) ( RTM L A, NI RNIA bull r N'S EVER Y UNF NN'E 2T PART o I_L Luo 1 f ..CI AM1�£RICAN .,N.,R- EINSTI Ui_ ADI MEAT J a ON 2oT Ir tY E ✓ EON, OP-FiRNAGF ,II C`➢4PIn E"4J C F fAIJ*J '361 DN C D TC`OIREM 4T CR "TRU^'[L,P_aL GON"RETE' ,OS AMERICAN I' N ft SINSTI li ACOI, i- R IIDN C,0.nEQ�,IIRFM U,.pR hiA6pNRI5TRIJCT;Rn9" <�� ASC ANERCAN INSTFUTEOP5EELCONSTRUCTON c SUFF "STEEL CONETRU-NON MASUAL 13T -EDITION' i z M IT 1 N {� � E Lu Crf GJDE 5U`Fv<.RY- It w E�Ox ILN (> J l F i VW� OGGJPANCAI t P U IN O v A ARS ,AYKUG F1 AR..A QS PT 118 q LLL AR.h,A wVJAE' E: E00 SC? FTB EIEEJ (E) -' - '♦,J HET67NT EJ -IfrFarJ f-1 _ EI'FPTA-LGYAA91_E:15TpRv CY ti cccul=AnT _oAn: R II GN EEADR L�L..k ,LLw ( n ; U) 0 c1'"��OD1A6n NJ dsZVFLIL a0 l3J LQ 0 0 Uj z ------x 4 D 4 I,, < >LU t6 ch Y I1` 0 cl)lL DO R z < a: m E. 06 W CQ LLJ cr_ U) LL, 12-0"S in m A 101-01, ROOF ') M 0 E7,4 SAVE LINE_--._ ONCRETE SLAB LL r a3T 4" x 4" x 0.25' STEEL rOLUMN5, RIDGE L NE 55T 3" x 5" x 0.1bP'57:nL. n TRW55 -HALF, TYF (2) 9 EAVE'-INE LU \--RST 5" X 2' A 0120" STEEL nni PURLINS, -YF. (&) w) 0 If w 0 < E A b, 6 A�XAEER p� ti A FLOOR PLAN TRA01 1/4" IOIL C, z 04/24/1' Oo J5 103N � SSP BHGEf NU. A2.1 Z co < co IT— _j I zw 5 Z (D IOTE UB-GRACE I�OMFAGTION _T [�A'NF FREPARA71(�)N FIER 7H'_� SC;1�5 REPORT o cy)�: < z 0- < C) 0 U)z 0 > U_ 0�z 0 Lu 10 0" CIV��A_L FZ 2 LJL Lij A �Z 7 w —W mwv w cl� E .._METAL ROOFING — U) RST 3" X 2" X 0.120" 'STEEL FiRLINS, T-F. (5) -55T 4" x 4" x 0.25'51'CE[_ I < -55T4" x 4'XO.25'STEEL COLUMNS, T-F. `2) 5Y INSTA-LOZ ................ 7— _41- ---------- F U_ ELEVATION VIEN ELEVATION VIDN 6 �SCALE,Vl4 = 'l -'0 5GALE; 1/4' = T-0" '7 TWA01 04/24/lq DATE J6 07/08/2020 L PA BNo 18-30821 VERlrY SCALE L SHEET F _.ea244mnamat V A3.1 A2 SH :ETS d2 an00 wOm z�mwwcaa .- �y o K�F'C M l nCWGO C,Y=z z •i_O NOT_: SU5-GRADE OOMPAC.T.ON w rc x s T z m g I.. ANP PREPARATION FEE THE '"' o W " �' w I— T N SOIL-5 REFOB T Lu 7 y N? f,.. 2z Y S U 2 Z' 1 2 0 0) v X Czj?ooyczaszr 1 � {� �LL. os ) o )oma Y o-l"18I i22 Z t9 ¢o�yw,iZ m CO .... BFzaa awa I z ¢' F m 1 El M r~o1a z a) az ri RB TVd�j IS C'7 fQN IFY ��1 3'. WW rw ~CCOa s -RST 5-X2'X0.120L+,Lj ¢woz�`�da=LL eve STEE- :1RLIN TYF .5,' CLL s `> I- z m L c w CU ifl G✓`ERALL A00= NC -r 1 .? l' n 'x a c cJ b O ii .N- -55T ` 5, Aalb � � Op �� g z��z�iiaoc `r 57EE 7RU55, i`(.... (:-) o. wn c'xmwa�z�a ca t �Z U` ¢WCJ a'Lil `t XL'X0.12D" Iz' " �gRou F� 7 5T EL PI:¢LINr., TY-. (.9) m w `tni 45 r� A K m AP•1 i ..-10'O"OVERALL Ine)"Sz ,�J uq.w owz3r>u~i FI- Lq < V ___...SST 4" x 4` x O 25STFE'r V :. COLUMNST , YP. <) i � I f2% r —SST 4" x 4" x 0,25" STEEL COLUMN5, T -F. (2i m (, 10'_1• BVILpINC' z ; 8s f, w 4 CONCRETE SLAB fa B" NSTA_LER �A � 4 T I `asp U o yLL rt d� s Z a, ^2-0' S_AEs 4 w 1 Uf lY Lu E 0 _._...__ O'V'ER -EXCAVATE 12. BE -0/4 BOTTOM o` -G" SLA@ CL i- AND D BEYOND OUTSIDE EDC -ES OF L z 31J 0 Z (a CL 1 POUNDAT ON AND 5CARFY 1.8' OP ExFOSE2 5URFAGE SOILS IN 1 FXOAVA71UM RFOOYlFAG' TO 90A, -� ry p E) Up) � o r OF MAX D_N51T`r' A5 RE<,2' J RED BY ' } "U �` 61 "I°a a I SOILS REFORM II II gg {{ //� t� �/^ ,,rrggpp��I v' r r U r _ i I ING 5 GTICI VIL- IN& SECTION riG dQ<'i LL' I "'f 1 m atE V tl1 T, XEER 4,dA 5GALE: 1/4" = 1 ?" SCALE: 1/4" 14-0" r rrTrRR01 IJ�04/24/19 o �,> REVISIONS W _ aN a' �yjy K 7 w n J5 �b'�1`YtE32i ,K S�4 FF - 1 rn k CL Moo 0 NOTE: SUB-&RADE COMPACTION =INII SLAB UUI A NATER BASED -_ ACD ANp FREFARA.`I UN PER THE CONCRET SEALER NS-I-AL_ER) 501LS REPORT 1 REGYCLE W { n RECYCLE AL USED SHIPPNG MATERIALS AND LEFTOVER 5UILDINS, MATERIALS !+' 6 N "5 12 O'SLALLO zzZ0 @ x �3= Z W J �I W - E' GONG SLAB WJ e4 REBA,R 2 16 W " GO EW OVER t _ ry Ed .'� �� 8, 6" ENGINEERED =I[-- A6` i t 3 y,LL CONCRETE SLAB i1 A5.2 (BY INSTALLER) ff Q> C{ A4.1 mI v r{ La A Iy,n j v - ROMTEC STEEL COLUMN SST 4" x 4' x 025" BASE 14 144 4 i4` ATTACHED TO FOO'fIN6 YV/ (4) ?/2"©x 12` E t I'— - (5' MIN. EM6ED),J-BOLT z s 2 z :u 0 y o E L. <1 'J a NOTES: I4 1 J w 1 FINISH FLOOR 5LOPE 15 2% (1/4" PER FT) MAX b 1!n (1'5" Iu PER FT) MIN K fl flt 2. VERIFY 50EWALK5 Wl OWNERP i n�} 4 ,T 3. PROVIDE BLOGKOU`S FOR, PLJMBIUS, MEGHANIGAL FCU Ea TIO PLAN fl (} B E!_EGTR,GAL AS R:aP. GO OPPINATE Wt 5055. a' � fl Z 1 l 4. RE3AR MIN. BEND SHALL BE VCT' Ev5 THAN 6d b Ih51DE L SCALE: 1/4" - 1'-O" PA. AS PER TMS 402-?i/AG 580 '1/A5GE5-11. TABLE i:'a,6 T T Nl IL ti 5. SAW JOINTS EY GONIRAGTOR, SLAB AFFEARANGB ISA �� m n'L11 PRIOR" Y'. LOCATE JaINT'S AT 10'0C,, MAX. SEE 21A5.3. 6. MAXIMUM 5L0 -E OF EXGAVAT'.ON MAY 5 LIMITED BY LO..AL SOIL COND71ONS. INCR.:ASE DEPTH OF FORMED E m K r 'CONCRETE AS REDD. Nt I sera - 1. CONGRETE SLAB BENEATH FLOOR MOUNTED F'.XTURE5 15 `0 z TR.AOI - NA 0 BE &ROUTED i EVEL AND SMOOTH. �' za 041241x- S. UNDER FOOTINGS: UNDISTURBED NATNE SOIL OR 12" PILL F REM&NIs J DATE 0710$12020 GOMPAGTED TO 10% ASTM 1551 TO MEET OR EXCEED8-3082 ALLOWABLE BEAR PRESSURE ON SHrE7 62. er ¢r -- 1 VERIFY SCALE ; SHEET 0 aav kE�=$ ras,Ew.:=ao-F me)i A5.1 0 V� F, .a mrreuamwoa Ac� s: � OF 2& SHEETS t 14" 1 ;/2" i 1112" 4 p ' ° l ' . ory G r (2)-4 RE54R. PIN(5H ORA-" >" GONG. 5L.A5 W/ #4 RESAR A "0"OGCW CONTRACTORS OPTION, SLOPE AINAY =ROM BLDG 5 1/41": `7' UNG P W '' a 4CNERUCGAVATE 12 BDDA G \ +„p0= DO'C tom_ ,==:OT -GEM AND RES'TONO ON SU,''F Qo [ ED Eo OF FOUNDATION AN:;' Uj - � It t° �� L 21” C >°r1 \ '5-CARI Y 1Z OF EX105EE SUR_ A4 E 500.5 IN EXGAV1 ICA h R.EGOV-AOT O u �. O qG o OF MAX DENS 7Y AS v z_ 42" PE -Ci RED S' '50IL5 REPORT r C SLAB IV TOP VEY4 3 i�- £< 55T 4'x 4'X Q25" m � COLUMN /,/ &USErf5 '. �u Lu STEEL LOL UMN FACTORY /,E- OEDa �t TO SAS_ P (5 x E" 14 x 14' MS ��..T 1"4 e x SACS PLATE)'h ( S -/2'0 x 12 E5 *_'Y" p a (L:NS'';.1.-) SOL'f5 1 -- 1" NON 5HRIN< LWE INC &ROU1" 5" GONG SL W, <:4 t— MAKE 5An JT''. 1/2DEEP WITHIN 24 ,; N R AU t HRS Of POUR fIL !•/ EXPAND hCG ] 1 ^ REBAFc 1.1n" O.0 E.N. PTI 4V"q - °° f '�GOLOED D21h=G rONCRETE Pihl r'I*IG 4 i 1 V n a �^�.."� a_....—.3 aT RRU_P5 L' 4�� OC ��� _ _ _® _ r_", d d' Ilk) l' f4 _('3)Jd EARS E.W. �r:•, > >. ,r -: n 1. ,l' <-. s-. .f. TnUK , , d y OVERXGAtRTE 12` v>. LON BOT TOM AND S ¢ � SL t- 1fl t � BEYOND OU­51?LUGES OF FOUNDATION O 0 AND 'GARIFY L OF EXF05ED Rf.AGE �^�, 1 m t7I SOIL5 iN -XGA✓AT ON. RECOMPAGT TO.10A, 04/2 LOVER_E-XGE3 AVA"E 12" BELOW 0?TOM AND ! 5 REYOND OUT i F ED6E5 0- FOUNDA-10N AND 5G _ AR,rY 12" OF EXPOSED DvJFA * Of MAX DENSITY A5 REGU a O SY SOLE �°?Eb..' I £ r REPORT&01L5 IN EXGAVATON. RECOvIRAGT -0 -0116 OF MAX DENSITY A5 REGJ:R.ED 5Y SOtL5 REPOIPT SAkNGUT JOINT T COLUMN FOOTIN& DETAIL j -;? v sGALF: r _ 1'_0" Ojjn SCALE: 1" = 1'-'J" b° � F5 55T 4" x 4" x 0.25" 5T EEL COLUMNS, TYPP (2) ROMTEC STEEL TRUSS ATTACH-- wALVES WI(2) 1/2"0 x 5 1/2" E30LT, WA5HER5 (2) 8 NUT, TYP SST 4" x 4" x 0.25" STEEL COLUMNS TYP. (2) ROMTEC STEEL TRUSS ATTACHED TO GOLUMN5 W/(4) 5/5"0 x 4 1/2" BOLT, I A5HE2.5 (2) II NUT, TYP 5GAL E: 5/5" = 1'-0" R5'- 3" x 2" x 0.920' STEEL FI)RLIN5, TYP. (8) >_ SET 3" x 3" x 0.188" STEEL TRUSS, 3'YP. (2) ROMTEC STEEL TRUSS ATTAGHEP TO COLUMNS A/(4) 5/8"<V x 4 1/2" SOLT, WA5HER5 (2) & NUT, TYP A Nl � u7u- "—' u�,la=,:'w4�o W G Z W c Z Q m !Il l- Pit iD � N1t t'LL N>h V✓ O -o6Goz--'mvi ZWu14Y Si=1 'SS V'6 z c uj �Lu . utOW % 2ZW-t-0V RLL _u 01N vrw;i r o z U P >o oa�lrcz,jkW i!} Q57w' 'J>W'LCWN�pgjL6 u- zz0dn.zzozW (') N ww�-oxo-w w 6 SCO CV <uj 0- z j L1 ¢ o 06 et ZJ O qw'=c�'xv w 6 U1 N ?9u WN�60 aq N M ZLu `U�rCiSTCC pt4p� 140u, CO jYoa. . N n ® aiiWw'-ww�o U?'lN h pZ5 Uw, CL ¢WOE-UOd Oso 4nJ 4xi w'_�V> O aF=N x�5w W �4oxa 4 o`m W LU oy m'�t�.rzxr a`m 6 W_W'�OWLKQ N}[q I FDIC IS -0645 c Nl � u7u- "—' W G c z 0 Ui W E s"rE.a A a 0 w 6 0- z j G m w w h w W LL W LU 6 c Lt o a Nl � u7u- "—' W G 9 4 VERIFY SCALE O ( I N w .........-_..._ I DATE 0710812020` PA JOB No. 18-3082 SHEET A4i i 0F_26 SHEETS 0 s"rE.a A O ( I N w .........-_..._ I DATE 0710812020` PA JOB No. 18-3082 SHEET A4i i 0F_26 SHEETS qU C) U) 8 LIJ G Z8 LU > x 04vs< co LL U) < IT M LU �w 06 LU (D Q Vo 0o3< �anoa 9 0 z LLI ui 0 CV n�s ato n.1H ,z- > sW > EAVF LINE META" S�OCFIN&, T(F. E� z A IL t)Ll T 0 iu 7.(3 OIA di I06= Ul E X 2 17 1ir J1, r LNN < 7k LL APVw0 r 61 tl IL, 0 CL IL z 2 q A Lij of > . . . < LL e On a A wz K zItl OOFIN& PLAN B z VL , T-0' > rl > I _01s 0 weer rim. A8.1 z co < 0— mco IV I z "F Y 0 LLWZOU- [—w Of "s LL 10 z w U .0 J w Lj- co _(D <CAVE LINE 7Tj Rh N 0, Min ()Q co E5T 4" X 4" X 4.25" STEEL < r.01I T"Fl, (21) LNE ci SST 3' x 3" x 0.1&5' 5TF= __L a.z in 7RI)55 - HALF, TYF. (2) L P < EAVE LINE o 3" x 2'x 0,120" STEEI_ FURILINS, -YF. (5) Id F M A ROOF FRATRA01 MIN& FLAN 0412411q ��TF SCALE 1/4" V-0" JDATE 6710812020 PA JO8 No. 18-30821 VERIFY SCALE SHEET surEsrr o. .r 2 A5 OF 26 SHEETS d U WS N11W1 U)W�Q�Lj {� O Ci rcoiFw`{"nm� CO g� i�OK�O!321 z S 2 L " sTz(n =LL > o � c (a elaomooaoa Z Y �wiwo F,Nvsirc Z t4 I '=ccsw zzi+- W -� yrs Zzwa Qtt LU p}Ch o02a''ww'soa06Z_. Q14 zK9 til V~U¢ z Uj n c> W LU Cr} LLI ,�Id U �0�2�0�q'Ow CD Nu13=YL4t�Z�tq 1. 2� jw U06w `<y�S O C�wiySO„—_¢�Op 0 o�arc�> om ee rL �'awm �n >yw dm NGC9�Z.rgn W O w mw UO w�'am �'v1 i-X21-VC2'4� II } I 225.24° W METAL ROOFING r u 150. #12 x 1" IMPAX DRILLER 51RE11,15 SEE DETAIL S FOR SFAGG f, IN,2262" ,^�O W �? j 5:7.2 BOTTOM FOLYETHYLENE NOTE GABLE iLASHING-rl d s `w w RIDGE / HIP FLASHING -CLOSURE 5ET IN SEALANT. � �"' MUST BE INSTALLED W rc f fSET==ORE RID6E GAF a n j - RID6E !HIP FL.-'LSHINv I—OVERLAF' A -PLY 3/4" BI ?YL TAFE \ty�ER RID6E OAR FASTENERS X12 X 3/4' 5 -ITCH SCR5 EA%H RIB, TYP L S s Y .' '`� J >x12 x i IMFAX DRILLER SGREVVS -' O� � F 6 5 � SEE DE -AIL 3 'OR 5F'AGING—GL03dRSE'f I "5 v.. Sx2x0 120 STEEL FR.AMNS, r { o IN SEALANT .,,_ G � ... ,4V FI TIL `" ' W °� yP r 1 � I � ° =r � 1'sfJ3N I - SGALF 1 1/2" =1 --a ,G ¢ W G nl RlP6E/HIF ROOFING 1�)ETAIL Q SGA -E: 1 1/2" _ °`-O" E �l z � 1 #12 x 1" IMYAX DRILLER SOREYV.S Cay "20c Nom' E' � � `? � T AT EA ROOFING --LAT NEXT -0 EA HI-R!B CONTRACTOR SHALL INSTALL ROOFING ',.N 5TRICT K iw t 11111 AOOORDANCE, AJITH INSTALLATION REGUIREMENT5 OF co ROOFING- MANUFACTURER.�T ..+t'" 211oa METAL ROOFIN` ----- 5 5 t✓ W J ^+J' 5, 4' E RHER FIM OR OVER-LAF `C 1 _ y u12 x l' YFIAX DRILLER 5ORER5 INAL PANEL � W 9 SGRCN @ 24'06 r 'I -SEAM OVER.LAF APPLY 3/4' FLAT t, z SAi ti Z `5 I / BL -YL TA;c ES -ANT AND ]FASTEN 1 `� €= //'�`� ""JJ�i BUTYL TAr E ul r ;1, 11 NR/ R12 x 5/4 ITGF± SGREN 1�� O y v t :.� 1` ' ,�. l i y a �r� a !� o ,C�'{4 LL Wz #12 x i" HAPAX DRILLER.- - �'-� -t a : d d „I i 5ORIEN5 � 12'a6 ( — C -ABLE TRiM(LIEMMEDi V H D „ ai j / H Ivsarra �, I GABLE TR�.M / 1....3x2X:J.'.20 S`EEL-RAM'.,NG {PURLIN} z p 7iA0' r; �W 0 ... 1f( G4124/19 �' I ^p°�y j H HE\1516N5 GABLE TRM(HEMMED)� FIN I Til i® n L _ =Ul 2 5GALE! 1 1/2, _ ._ 7„ . J5 -�- co O, U ♦ O C-! Q I Y ( { tq 2 J � E w � W DATE ---0812020 PA JOB No. 071 18-3082 VERIFY SCALE SHEET o-v.,.nMr lP em, L 0 1,1A6 v A OF 26 SHEET