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HomeMy WebLinkAboutW_5231_SAPPt~OVED 13Y : PREP/\RED DY: &. CHANGE IN CONTRACT 'IF ' ' ' RECORD DRAWINGS fnese Recgrn ©rawing• Ill""' !Jee·, 1»mll'amd oo~e!!I i::,,o !Ollil:;mia!k>r1 submitted in part byc,thers. While Rh!$ i~lom1a!i011 i~ ooi;e·.;cct !,c b;, reliable, ASL Consulting Engineern is not responsible lor i!s acct., ,cy, nor for errors or omission& Which mayha~·ebeenlncorporatedin:,,· these lllans as a result. • ~ m a m " z C i " □ ' ~ l5 ~ 2 ~ I -~ 0 ~ r 0 () 0 ll ., 0 ~ ~ 0 r z .. . ~ z rn " ,. " 0 TI 2 ~ \: i . I . ~ --------------. ' .. 1.,•I•• I •. I , .. , . ' ' I • ' UTILITIES DEPARTMENT (U[N [O) 1e-• .H STREET RESERVOIR AND PUMP STAT.ION ! PU P STATION CONSTR;UCTION PLANS C-2961-B APPRO D BY : PREPA ED BY: UTILI IE DESIGN ENGINEER R.C.E. fll,l<JENIX. AZ • WAI.fill.If QllliDIJ.. e·,11 'SIANt-'. ANA, CA • SlCtt--•. ,:, f,11 SAN BERNARIINO. ~"'= . IU SAN DltGO, CA • • 1, tt,11 VISALIA. CA • LOS ~. C',11 DATE: DATE: '15 . 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' DWG LAST EDITED BY· SLC USER LOGIN Tl!AE: JANUARY 23, 1995 8:41 AU DWG LAST ltfj'i!f~i) ON: 01/23/95 11 ;33:51 - .• •• - :r: u <( L,_J m z 0 f-- 0 z f--z ::, :r: LL 0 >-f-- u ~ ~ If // "' // 'ji/j "'I, , I AIJA~S A'l CITY OF COSTA MESA VICTORIA ORANGE COA<iT COLLEGE ST BAKFfl ---I-+/_/ 19TH INDICATES AREA SHOWN ON LOCATION MAP ST N TYP VICINITY MAP NOT TO SCALE N DETAIL OR SECTION IDENTIFICATION DETAIL OR SECTION TAKEN ON THE SAME SHEET --DETAIL OR SECTION MAY BE TAKEN ON SEVERAL DIFFERENT SHEETS -DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT DETAIL OR SECTION N -1 N ~---DETAIL OR SECTION IDENTIFICATION '----DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET '--------DETAIL OR SECTION IS TO BE FOUND ON THE DRAWING INDICATED AT CROSS REFERENCE DRAWING CROSS REFERENCE UNIVERSI rY Underground Service Alert BASIS OF BEARINGS: Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BASED ON AN INVERSE BETWEEN O.C.LM,A. G,P.S, POINTS 6231 ANO 6258, LOCATED AT 19th & WHITTIER. ANO 17th & WHITTIER, RESPECTIVELY, BEING SOU 19' 1 d' W CITY OF IRVINE U CJ BUILDING DATA: OCCUPANCY: ffi 82: TELEMETRY ___ .,,. \ I \ , , ,, \ '- I I I ' L 546.6 SF --::_ --r=_J.,.,.,.~!1 I"' "'!'-.-t!-i • I ~~ r--~±-:_ ~t;?1~~.di-, 1 ·._ ww•if 1 I '--••• ·:. t : RESERVOIR \ : I ·-::_1 : (SEE RESER~ci1g l PLANS) I ·, I I ~ l--------------- PUMP STATION PIPE ANO SUPPLY STORAGE WAREHOUSE (EXTENSION) 3,356.8 SF SPRINKLERED SUBTOTAL 8-4 : GENERATOR PUMP ROOM SUBTOTAL * F - 2 : NoOCI STORAGE CONSTRUCTION TYPE: CHEMICAL FEED PUMP ROOM AQUA AMMONIA STORAGE SUBTOTAL BUILDING TOTAL IV-N (PARTLY SPRINKLERED) ALLOWABLE AREA INCREASE 1 00% ( 4 SIOEYARDS) SF 326.8 SF 2,520.0 SF SF 1,063.8 SF 1 ,351 , 1 981.3 3,396,2 SF 10,146.4 SF 8,000 SF 8,000 SF SPRINKLERED SPRINKLERED SPRINKLERED 16,000 SF TOTAL ALLOWABLE • AS DESIGNATED BY CNB FIRE DEPARTMENT BENCHMARK: SOILS ENGINEER: CONVERSE CONSULTANTS ORANGE COUNTY 15245 ALTON PARKWAY SUITE 100 IRVINE. CA, 92718-2307 TEL. NO,: (714) 453-2880 PROJECT SOILS REPORT: "REPORT OF GEOTECHNICAL EXPLORATION. GROUNDWATER DEVELOPMENT PROJECT - PHASE II EXPANSION" DATED NOVEMBER 3, 1993. SUPPLEMENTAL SOILS REPORT: DATED DECEMBER 17, 1993 TO AUGUST 7, 1994, O.C.B,M, NB 5 12 70 ELEV. 110.417 ADJ 1976 IN THE NORTHWEST PART OF THE INTERSECTION OF MONROVIA AVENUE AND 16TH STREET; 32 FEET EAST OF THE CENTERLINE OF MONRO~A. 27 FEET NORTH OF THE CENTERLINE OF 16TH, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE SLAB, LEVEL WITH SIDEWALK. SHEET INDEX -----....................... 16 n-l STREET j[}t'.i,/;;! /; mb 1!1!!!~!!1'.!:; ~ :;!i:: i:\i,i,~;, :,,::! !i:y;;; ii iii r::::::L,0 ,,, t " ., i .. i ! i : :.,.; ... i .. i, ..• ;_ ... ~ .. ,~ ... ;..:;: . . : : • : . '··"'·~·, .. ,a.~, .. ,;..,; . ! j ... i .... i .. J ... ; .................. , ...... , .......... ; ........ . 't .. ·:::;,;1"!!!!!!'.!!:;:;;;;;;;;:;;;;:;;;.:;•:,,:•;:::;•;;;;,;:;;:;::!!:;:.-·!:!!!l!::!::m!::::•;:;:::!:t:fi'.:' DWG NO. G-1 G-2 G-3 G-4 G-5 G-6 C-1 C-2 C-3 C-4 C-5 A-1 A-2 A-3 A-4 A-5 A-6 A-7 \ ' '\ DA-1 ELEVATIONS, DOOR & FRAME SCHEDULE~. A-8 y S-1 \ \ \ \ \ \ \ ' LOCATION MAP NOT TO SCALE DS-1 DS-2 DS-3 DS-4 FOUNDATION/FLOOR PLAN MISC STRUCTURAL DETAILS ROOF PLAN MISC. STRUCTURAL DETAILS MECHANICAL PLAN S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-11 DM-1 DM-2 DM-3 DM-4 DM-5 DM-6 MECHANICAL ISOMETRICS & DETAILS MECHANICAL HPA SCHEMATIC & DETAILS MECHANICAL STORAGE TANKS DETAILS MECHANICAL NaOCI SYSTEM SCHEMA TIC MECHANICAL AQA SYSTEM SCHEMATIC ___ KEY NOTES ~ SEE DRAWING C-1 FOR SITE PLAN. EMERGENCY TELEPHONE NUMBERS AGENCY DAYTIME SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY 634-3028 835-5200 259-4458 644-3011 962-2411 542-6222 1-800-422-4133 CITY OF NEWPORT BEACH (UTILITIES DEPT,) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SER~CE ALERT JOHN. CAROLLO ENGINEERS PHOENIX. AZ • WALNUT CREEK. CA SANTA ANA, CA • SACRAli,IIENTQ. CA SAN BERNAROINO. CA • TUCSON, Al SAN DIEGO, CA • 8Al<ERSF1ELO. CA VISALIA. CA LOS ANr.£LES, CA NIGHTTIME 634-3129 800-325-D477 611 644-3717 962-2411 542-6222 3/96 3/95 3/95 DATE JE JLN JLN BY E-l E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 E-12 E-13 T-1 T-2 T-3 T-4 T-5 T-6 T-7 T-8 T-9 T-10 DT-1 DT-2 CP-1 CP-2 MODIFIED BLDG DATA REVISE SHEET INDEX REVISE SHEET INDEX DESCRIPTION REVISIONS SHEET NO. DESCRIPTION TITLE SHEET PS1 PS2 PS3 PS4 PS5 PS6 PS7 PS8 PS9 PS10 PS11 PS12 PS13 PS14 PS15 PS16 PS17 PS18 PSIC\ PS20 PS2I PS2'2. PS23 PS24 PS25 PS2~ PS21 PS28 PSl.'I PS30 VICINITY MAP, LOCATION MAP, SHEET INDEX, AND CROSS REFERENCE GENERAL NOTES ANO GRADING NOTES ' PS3I PS32. PS33 ' PS3~ PS3!> PS3i.. PS37 PS38 PS39 PS40 PS41 PS42 PS43 PS44 PS45 PS46 PS47 PS48 PS49 PS50 PS51 PS52 PS53 PS54 PS55 PS56 CONSTRUCTION NOTES KEY NOTES SYMBOL LEGEND AND ABBREVIATIONS YARD PIPING ANO DEMOLITION P,LAN GRADING PLAN PIPING PROFILES PIPING PROFILES FIRE SPRINKLERS -SITE PLAN ROOF PLAN ELEVATIONS DETAILS DETAILS EXTENSION FLOOR PLAN EXTENSION -ROOF PLAN EXTENSION -ELEVATIONS SCHEDULES STRUCTURAL NOTES FOUNDATION/FLOOR PLAN ROOF FRAMING PLAN SECTIONS SECTIONS AND DETAILS DETAILS EXTENSION -FOUNDATION PLAN EXTENSION -ROOF FRAMING PLAN VALVE VAULT -PLANS AND SECTIONS VALVE VAULT -PLAN. SECTION ANO DETAIL PLAN PLAN NOTES SECTION SECTION SECTIONS DETAILS ANO PLAN EXTENSION AND SURGE VAULT -PLANS AND SECTIONS PUMP STATION -FIRE SPRINKLER PLAN EXTENSION -FIRE SPRINKLER PLAN FIRE SPRINKLER SECTION ANO DETAILS ELECTRICAL LEGEND AND GENERAL NOTES SITE PLAN AND MISCELLANEOUS PLANS PUMP STATION PLAN -POWER PUMP STATION PLAN -LIGHTING EXTENSION -PLANS SECTIONS AND DETAILS MAIN SINGLE LINE DIAGRAM 480V SINGLE LINE DIAGRAMS AND PANELBOARO SCHEDULES MOTOR AND CONTROL SCHEMATICS CONTROL PANEL SCHEMATICS TELEMETRY SYSTEM BLOCK DIAGRAM PUMP STATION PLAN, FIRE AND EMERGENCY ALARMS EXTENSION PLAN -FIRE AND EMERGENCY ALARMS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS PS67 TYPICAL DETAILS PS58 TYPICAL DETAILS PS59 TYPICAL DETAILS PS60 TYPICAL DETAILS PS61 TYPICAL DETAILS PS62 TYPICAL DETAILS TYPICAL DETAILS MISC. TYPICAL DETAILS CATHODIC PROTECTION CATHODIC PROTECTION DETAILS APPROVED C-2961-B 16TH STREET PUMP STATION UTILITIES DIRECTOR R.C.E. NO. DATE 38799 APP'D DESIGNED DRAWN AKW\DJL GA T\ORS CHECKED DATE WPA JANUARY 95 VICINITY MAP, LOCATION MAP SHEET INDEX, AND CROSS REFERENCE CITY OF tEWPORT BEACH w-5231-S G-2 UTILITIES DEPARTMENT SHEET PS2 OF PSG2 DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 25, 1995 8:JO AM DWG LAST EDITED ON: 01/25/95 I 0:06:34 DWG NAME: Y\3894A\SGNP8003 OWG XREFS: SGNP8001.dwg I MAPl.dwg I MAP2,dwg I TI G z I 0 0 ' il ~ 0 □ 0 "' ~ TI D □ TI m 0 C TI ~ ~ a ~ z 6 ' C > z ·'-C rn 0 m • TI □ 0 " ;; " C " ~ i,'i TI z ,m 0 ~ Ii D z ;;; GENERAL NOTES 1 . 2. 3. 4. 5. 6. 7 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22 23. 24. 25. 26. 27. 28. 29. 30. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS. STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1991 EDITION AND SUPPLEMENTS. STATIONING REFERS TO THAT INDIVIDUAL PIPELINE ONLY. EACH PIPELINE HAS ITS OWN UNIQUE STATIONING. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION, PIPELINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5} FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6 ABOVE FROM CAL-OSHA. ALL DRAIN, SEWER ANO WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH ST0-106-L (UNO). DUCTILE IRON PIPE SHALL BE CLASS 53 (UNLESS OTHERWISE STATED) ANO SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH ST0-510-L. UNLESS SHOWN OTHERWISE. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRAOE. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NEWPORT BEACH ST0-314-L, UNLESS SHOWN OTHERWISE. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE INSTALLED BY THE CONTRACTOR ANO TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS ANO HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUT BOLTS AND WASHERS. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM ANO THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. NOT ALL THE PIPE FITTINGS ANO PIPE SUPPORTS ARE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL FURNISH AND INSTALL ALL THE REQUIRED PIPING, FITTINGS, ANO PIPE SUPPORTS ACCORDING TO SPECIFICATIONS. ALL ITEMS SHALL BE RATED FOR A MINIMUM PRESSURE EQUAL TO THE TEST PRESSURE OF 225 PSIG OR HIGHER. ALL PIPE PENETRATION THROUGH WALLS AND FLOOR SLABS SHALL BE PROVIDED WITH SLEEVES PER TYPICAL DETAIL 425 UNLESS SHOWN OTHERWISE. DRAINAGE PIPING AND SOME PIPING SMALLER THAN 4 INCHES AND RELATED ITEMS ARE NOT SHOWN IN SECTIONS. CONTRACTOR SHALL REFER TO MECHANICAL FLOOR PLAN FOR SUCH PIPING AND RELATED ITEMS. CONTRACTOR SHALL VERIFY VERTICAL ANO HORIZONTAL LOCATIONS OF TIE-INS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CITY OF ANY DISCREPANCIES. ALL FLANGES ON DISCHARGE SIDE PIPING OF THE VERTICAL TURBINE BOOSTER PUMPS SHALL BE ANSI B 16.5 300 POUND FORGED STEEL WELDED NECK FLANGES. DIMENSIONS OF BUTTERFLY VALVES INDICATED ON THE DRAWINGS ARE BASED ON SHORT BODY VALVES. PIPE CROSSINGS AT FOUNDATIONS SHALL CONFORM TO TYPICAL DETAIL 420. WHERE PIPE WOULD HIT FOOTING, DEEPEN FOOTING. ALL VALVES IN METALLIC PIPING SHALL BE METAL BODY AND ALL VALVES IN PLASTIC PIPING SHALL BE PLASTIC BODY VALVES (UNO). LENGTH OF PIPING AND VARIOUS ITEMS INDICATED ON THE DRAWINGS IS BASED ON INFORMATION AVAILABLE DURING DESIGN. CONTRACTOR SHALL INFORM THE CITY OF ANY DISCREPANCIES AND MAKE ADJUSTMENTS AS REQUIRED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY. 31. SEE DRAWING S-1 FOR STRUCTURAL GENERAL NOTES. 32. SEE ELECTRICAL E-1 FOR ELECTRICAL GENERAL NOTES. 33. • 34. ALL BURIED FLEXIBLE COUPLING SHALL BE PROVIDED BONDING PER DETAIL 959 ON DWG. T-1 ANO T-2. ELEVATIONS OF WATER PIPING 4" DIAMETER ANO SMALLER SHALL BE AS REQUIRED TO CLEAR DOORS, WINDOWS, AND OTHER OBSTRUCTIONS. ALL REQUIRED FITTINGS ANO PIPING SHALL BE PROVIDED TO ACCOMPLISH THIS BY CONTRACTOR AT NO ADDDITIONAL COST TO THE CITY. GRADING NOTES GENERAL 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT ANO SPECIAL REQUIREMENTS OF THE PERMIT. 2, DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. 8. 10. 11 . PERMITTEE ANO CONTRACTOR ARE RESPONSIBLE FOR LOCATING ANO PROTECTING UTILITIES. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. CESSPOOLS ANO SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785. 14. NO PAINT, PLASTER, CEMENT, SOIL. MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020. EROSION CONTROL 1 . 2. 3. 5. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT, DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED ANO A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT UTILITIES DEPARTMENT, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: UTILITIES DEPARTMENT, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETINGS. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL {UNO). 3. 4. 5. 6. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 95 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 95 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS (UNO). AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION ANO DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDEO. ANY EXISTING IRRIGATION LINES ANO CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. • JOHN CAROLLO ENGINEERS ~ .... PHCE:NIX, AZ. • WALNUT CREEK, CA SANTA ANA, CA • S.&.CRAMENTO, CA SAN BERNA.RDINO. CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD. CA VISALIA, CA LOS ANGELES, CA 9. 10. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING ANO PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY ANO DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED. DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. THE EXACT LOCATION OF THE SUBORAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, ANO APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 13. 14. 15. 16. LANDSCAPING OF ALL SLOPES ANO PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEERING FOR APPROVAL. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION ANO CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS ANO ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER. THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS ANO LOCATIONS, ANO ELEVATIONS OF ALL SURFACE AND SUB-SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS THE THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. 0 INDICATES NOTE IS NOT APPLICABLE TO THIS PROJECT. APPRQV[D I C-2961-B 16TH STREET PUMP STATION 1---+---+-------------+-----l UTI ITl!.ll\.JllRECTOR 38799 R.C-E. NO. ---=c.c..=~ 1---+---+-------------+.,_=.,,,..--,-,-i A~& 1/0,/,s DATE -~'-·9~-~"~5 __ _ DATE BY DESCRIPTION DESIGNED DRAWN APP'D AKW\OJL ORS REVISIONS CHECKED DATE WPA JUNUARY 95 GENERAL NOTES AND GRADING NOTES CITY OF NEWPORT BEACH W-5231-S I G-3 UTILITIES DEPARTMENT SHEET PS3 OF PSl52 DWG LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 24. 1995 8:07 AM DWG LAST EDITED ON: 01/24/95 08:2539 DWG NAME: Y:\3894A\SGNPB004.DWG XREFS: SGNPB001 I " ,; z I □ r u " n e m □ 0 " a " " < 0 " m □ ~ " " ,.... m "i s < z " C z § < • 0 m , " ~ 0 ' ~ " " ► TI z m n J> C ~ 0 " z " CONSTRUCTION NOTES 31 INSTALL 3o" LONG SLEEVE FLEXIBLE COUPLING. INSTALL 3o" BUTTERFLY VALVE (FLG x FLG). INSTALL 3o" CML WROUGHT STEEL TEE (FLG x FLG). INSTALL 12" SCHEDULE 80 PVC VENT PIPE. INSTALL 2" HALF COUPLING. INSTALL 3o" VICTAULIC COUPLING, STYLE 77. INSTALL 3o" CML & TW 1/Z' THICK STEEL WATER PIPE. EXTEND TAPE WRAP ff' INSIDE VAULT. (PE X PE) INSTALL 12" SCHEDULE 80 PVC 90" LONG RADIUS ELBOWS. INSTALL 2• SCHEDULE 80 PVC SAMPLE PIPE. INSTALL 2• SCHEDULE 80 PVC AMMONIA SOLUTION PIPE. INSTALL 6" CHECK VALVE (FEXFE). INSTALL 1 t' LONG SLEEVE FLEXIBLE COUPLING. INSTALL 3o"X12"X30" CML WROUGHT STEEL TEE (PE x PE). INSTALL 3" SCHEDULE 80 STEEL NATURAL GAS PIPE. INSTALL :S' NATURAL GAS BALL VALVE. INSTALL 2" NATURAL GAS PRESSURE REGULATING VALVE; FISHER SERIES 7 30B. INSTALL EMERGENCY ENGINE GENERATOR. INSTALL VERTICAL TURBINE BOOSTER PUMP. INSTALL 12" PUMP CONTROL VALVE (FEXFE). INSTALL 12" PROPELLER FLOW METER (FEXFE}. INSTALL GALVANIZED STEEL GRATING PER DETAIL 121 ON DWG T-4. INSTALL PRECAST CONCRETE VAULT. INSTALL ff' DRAIN FLAP GATE VALVE. CONSTRUCT CLASS C CONCRETE FILL. CORE DRILL EXISTING WALL FOR PENETRATION. INSTALL 12" x 6" ECCENTRIC REDUCER. CONSTRUCT WELDED JOINT. INSTALL INLET LINE WITHIN 42". 5/8" THICK STEEL CASING UNDER WALL FOOTING. EXTEND CASING 12" PAST EDGE OF FOOTING AND FILL ANNULAR SPACE WITH GROUT. INSTALL 36" FLEXIBLE COUPLING WITH HARNESS PER DETAIL 406 ON DWG. T-6. COUPLINGS TO BE SPACED 4 FT ON CENTER. CONSTRUCT 6" PVC-SDR35 SEWER PER PROFILE 'F' ON DWG C-4, BACKFILL AND BEDDING PER CNB STD-105. INSTALL SINGLE PACKAGE ROOF TOP HEAT PUMP. CONSTRUCT 12" PVC SCH 80 VAULT VENTS PER DWG. ON M-1. CONSTRUCT PVC SAMPLE LINE PER DWG. M-1 AND M-2. JOIN EXISTING PIPE. VERIFY LOCATION, DEPTH, MATERIAL, TYPE OF CONNECTION AND DIAMETER BEFORE FABRICATING PIPE. REMOVE AND REPLACE SIDEWALK PER CNB STD-I 08-L. REMOVE SIDEWALK TO NEAREST JOINT, REMOVE AND REPLACE AC. PAVEMENT PER CNB STD-105-l. AREA AROUND PUMP CANS SHOWN IN BOX SHALL BE SHORED BELOW ELEVATION 75. AFTER INSTALLATION OF PUMP CANS, BACKFILL AREA WITHIN SHORED EXCAVATION UP TO ELEVATION 75 WITH LEAN CONCRETE. CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 231 ON DWG T-5. INSTALL 4" PERFORATED PVC UNDERDRAIN PIPE. REMOVE INTERFERING PORTION OF 12" WATERLINE. INSTALL 1• PRESSURE REGULATING VALVE. PROVIDE SEISMIC BRACING PER DETAIL 547 ON DWG. T-9. PROVIDE SEISMIC BRACING PER DETAIL 550 ON DWG. T-10. INSTALL 12" BUTTERFLY VALVE RATED 250 PSIG. (FEXFE) INSTALL 12" PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE. {FEXFE} INSTALL 12" CML 1 /2" THICK STEEL WATER PIPE (FLG x SE). INSTALL 3" AIR VALVE, FOR VERTICAL TURBINE PUMP. INSTALL 3" AIR AND VACUUM RELEASE VALVE. INSTALL 30" CML WROUGHT STEEL END CAP. INSTALL EXPANSION/VIBRATION JOINT. INSTALL EXHAUST SILENCER. INSTALL EXHAUST PIPE WITH 3 INCH INSULATION AND STAINLESS STEEL JACKET SUITABLE FOR ENGINE EXHAUST TEMPERATURE. SIZE OF EXHAUST PIPE AS RECOMMENDED BY ENGINE MFR. (:S" MINIMUM). INSTALL STAINLESS STEEL RAIN CAP. INSTALL 24" CML & TW 1 /2" THICK STEEL WATER PIPE (FLG x PE). INSTALL 4" DIP CLASS 53 DRAIN PIPE. INSTALL 6" DIP CLASS 53 DRAIN PIPE. INSTALL 8" DIP CLASS 53 DRAIN PIPE. INSTALL INJECTOR WATER BOOSTER PUMP NO. 1. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL INJECTOR WATER BOOSTER PUMP NO. 2. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL CHLORINE SCALE. INSTALL CHLORINE TON CONTAINERS FURNISHED BY THE CITY, INSTALL CHLORINE VACUUM REGULATOR. INSTALL 1" ID FLEXIBLE CHLORINE VACUUM TUBING. -INSTALL 1" SCHEDULE 80 PVC CHLORINE VACUUM PIPE. INSTALL CHLORINE TON CONTAINER TRUNNIONS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE HYDRAULIC HOSE PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE INDICATORS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL EMERGENCY CHLORINE GAS SCRUBBER SYSTEM. INSTALL FRP REDUCER OF SIZE AS REQUIRED PER MANUFACTURER. INSTALL 18-INCH FRP DUCT. INSTALL 18-INCH FRP TEE. INSTALL FLEXIBLE CONNECTION. INSTALL AUTOMATIC WATER FILTRATION AND SOFTENING SYSTEM. INSTALL S' SCHEDULE 80 GALVANIZED STEEL WATER PIPE. fil INSTALL 3" WATER PRESSURE REGULATING VALVE. INSTALL J" GATE VALVE. INSTALL 2" GALVANIZED STEEL SCHEDULE 80 WATER PIPE.ffi INSTALL 2" BALL VALVE. INSTALL 2" CHECK VALVE. INSTALL AMMONIA VACUUM REGULATOR. INSTALL 1" SCHEDULE 80 PVC AMMONIA VACUUM PIPE. INSTALL 2" SCHEDULE 80 PVC CHLORINE SOLUTION PIPES. INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL PRESSURE SWITCH PER DETAIL 4808 ON DWG. T-7. PROVIDE PRESSURE SWITCH IN PLACE OF PRESSURE GAUGE. INSTALL STAINLESS FLEXIBLE CONNECTOR. INSTALL 12" CML WROUGHT STEEL 90' LONG RADIUS ELBOW (FLG X PE). INSTALL 1• SCHEDULE 80 STEEL AMMONIA PRESSURE PIPE. INSTALL 2" WATER PRESSURE REGULATING VALVE. INSTALL I" BALL VALVE. INSTALL Z' Y STRAINER. INSTALL 1'' SCHEDULE 80 PVC CHLORINE SOLUTION PIPE. INSTALL AUTOMATIC CHLORINATOR. INSTALL MANUAL CHLORINATOR. INSTALL CHLORINE INJECTOR. INSTALL AUTOMATIC AMMONIATOR. INSTALL MANUAL AMMONIATOR. INSTALL AMMONIA INJECTOR. INSTALL 1'' SCHEDULE 80 PVC AMMONIA SOLUTION PIPE. INSTALL 2" BACK PRESSURE CONTROL VALVE. (IF REQUIRED BY THE INJECTOR MANUFACTURER) INSTALL CATALYTIC CONVERTER. AND AIR TO FUEL RATIO C.ONTROLLER'i'-PER SPECIFICATIONS. ~ INSTALL AMMONIA SOLUTION DIFFUSER. INSTALL 12" VICTAULIC CPLG., STYLE 77 WITH 300 PSIG RATING. INSTALL 3" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH TWO 3" SHUT OFF GATE VALVES. INSTALL 24" LONG SLEEVE FLEXIBLE COUPLING. INSTALL I" SCHEDULE 80 STEEL AMMONIA PRESSURE RELIEF PIPE, TWO FOR EACH AMMONIA TANK. INSTALL I'' CHECK VALVE. INSTALL 18" FRP DUCT, CENTER LINE EL. 118.00. INSTALL SUPPLY AIR REGISTER WITH 16"xlff' CORE, 800 CFM EACH. 0 8 0 INSTALL RETURN AIR REGISTER WITH 1 6" x I 6" CORE, 750 CFM EACH. INSTALL 18" FRP TEE. INSTALL UNION OF SAME SIZE AS PIPE. INSTALL SLEEVES PER DETAIL 424 ON DWG T-6. INSTALL SLEEVES PER DETAIL 425 ON DWG T-6. INSTALL PIPE SUPPORTS PER DETAIL 51 8 ON DWG T -8 AT A CENTER-TO-CENTER SPACING OF 5'-0" MAXIMUM. ' INSTALL PIPE SUPPORTS PER DETAIL 529 ON DWG T-8 AT Al CENTER-TO-CENTER SPACING OF 5'-o" MAXIMUM. INSTALL SAMPLE PUMPS PANEL PER DETAIL 2 ON DRAWING S-5. INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON DWG T-9. INSTALL EXHAUST FAN PER MANUFACTURER'S RECOMMENDATIONS. AND WASHERS PER MANUFACTURER'S RECOMMENDATIONS. PRO E · PRESSURE RELIEF VALVE AND BYPASS PER SPECS. • r INSTALL SAMPLE PUMPS WITH STAINLESS STEEL NUTS, ANCHORjLTS. INSTALL 3o" FLEXIBLE COUPLINGS PER DETAIL 406 ON DWG T ..'. . , .,.. t' ' ' INSTALL PIPE SUPPORTS PER DETAIL 512 ON DWG T-6. INSTALL PIPE HANGER SUPPORTS PER DETAIL 501 ON DWG T-7, CONSTRUCT ISOLATED EQUIPMENT PAD PER OETAIL 603 ON DWG T-9. INSTALL SPRING TYPE VIBRATION ISOLATORS PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 231 ON DRAWING T -5. INSTALL FLOOR DRAINS PER DETAIL 440 ON DWG T-7. INSTALL EQUIPMENT DRAINS PER DETAIL 440 ON DWG T-7. INSTALL CLEANOUTS PER DETAIL 235 ON DWG T -5. INSTALL EMERGENCY SHOWER AND EYE WASH PER MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWAING S-5. CONSTRUCT EQUIPMENT BASE PER DETAIL 6DO ON DWG T-9. INSTALL 18-INCH GRILLE PER DETAIL 566 ON DWG T-9. INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPES OF SIZES AS RECOMMENDED BY THE MANUFACTURER FROM FILTER AND SOFTENER TANKS TO EQUIPMENT DRAINS. INSTALL AMMONIA TANKS FURNISHED BY THE CITY. INSTALLATION SHALL BE ACCORDING TO THE RECOMMENDATIONS OF AMMONIA TANK SUPPLIER/MANUFACTURER. INSTALL CLASS 53 DIP DRAINAGE PIPING WITH A SLOPE OF NOT LESS THAN 1 /15' PER FOOT TOWARDS POINT OF DISPOSAL. INSTALL SCHEDULE 80 STAINLESS STEEL PRESSURE SENSING LINE OF SIZE AS RECOMMENDED BY THE MANUFACTURER OF PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE. INSTALL AIR VACUUM RELEASE VALVE PER DETAIL 484 ON DWG T-7. INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPE FROM AIR VACUUM RELEASE VALVES AND PUMP CONTROL VALVES TO EQUIPMENT DRAIN. INSTALL PIPE SUPPORTS PER DETAIL 530 ON DWG T -8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN 5'-Cl". CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL EXHAUST FANS PER DETAIL 555 ON DWG T -9. INSTALL DUCT SUPPORT PER DETAIL 535 ON DWG T-8 AT A CENTER TO CENTER SPACING OF 5'-0" MAXIMUM. CONSTRUCT AMMONIA TANK SUPPORTS PER DETAIL A ON DRAWING S-5, INSTALL PREFORMED CHANNEL PIPE SUPPORTS WITH PIPE CLAMP AND STAINLESS STEEL· NUTS. BOLTS, AND WASHERS. INSTALL PRESSURE GAUGES PER DETAIL 480 ON DWG T-7. INSTALL FITTINGS AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL EQUIPMENT WITH STAINLESS STEEL NUTS, BOLTS AND WASHERS OF SIZE AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T-9. INSTALL PIPE SUPPORTS PER DETAIL 510 ON DWG T-8. INSTALL S' BACKFLOW PREVENTER WITH BYPASS. INSTALL BRIDGE CRANE SYSTEM PER SPECIFICATIONS AND STRUCTURAL DRAWINGS. BRIDGE CRANE SYSTEM NOT SHOWN IN PLAN AND OTHER SECTIONS. INSTALL MONORAIL CRANE SYSTEM PER SPECIFICATIONS AND STRUCTURAL DRAWINGS. MONORAIL CRANE SYSTEM NOT SHOWN IN PLAN AND OTHER SECTIONS. INSTALL HOSE VALVE AND RACK PER DETAILS 243 AND 244 ON DRAWING T-5, INSTALL FLEXIBLE CONNECTOR AND TRANSITION PIECES AS REQUIRED PER EQUIPMENT FURNISHED. (§ @ INSTALL PRESSURE SENSOR AND TRANSMITTER PER DETAIL 4808 ON DWG. T-7, PROVIDE PRESSURE SENSOR AND TRANSMITTER IN PLACE OF PRESSURE GAUGE. DIMENSION PER PUMP MANUFACTURER, NOT TO EXCEED THE SUCTION BELL DIAMETER .. INSTALL WALL SLEEVE PIPE GUIDE PER DETAIL 426 ON DWG T-7. • INSTALL SUPPORTS PER DETAIL 551 ON DWG T-9, INSTALL BALL VALVE, Y-STRAINER, PRESSURE REGULATING VALVE AND PRESSURE GAUGE, DRAIN PIPING, AND FITTINGS AS REQUIRED AT EACH RESIDUAL ANALYZER. INSTALL DUCT SUPPORT PER DETAIL 534 ON DWG T -8. ROUTE 2" SCHEDULE 80 STEEL PIPE FROM ALL HATCH 'DRAINS TO SUMP. INSTALL AIR TOOL CONNECTOR PER .DETAIL 475 ON DWG T-7. INSTALL I" SCHEDULE 80 STEEL AIR PIPE. INSTALL 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH 2" SHUT OFF GATE VALVES. INSTALL 1" STEEL CAP. INSTALL 3" PVC CAP. INSTALL 3" SCHEDULE 80 PVC WATER PIPE. INSTALL 30" x 36" CML 1/Z' THICK WROUGHT STEEL CONCENTRIC REDUCER {PE x PE). INSTALL 3o" CML & TW 1/2" THICK STEEL WATER PIPE (PE x SE). EXTEND TAPE WRAP 6" INSIDE VAULT. INSTALL JO" CML 1 /Z' THICK STEEL WATER PIPE (FLG x PE). INSTALL 30" CML 1 /Z' THICK STEEL WATER PIPE (FLG x SE). INSTALL 30" CML 1/Z' THICK STEEL WATER PIPE {PE x PE). INSTALL 3o" CML WROUGHT STEEL 90' LONG RADIUS ELBOW (PE XPE). INSTALL 24" CML & TW I /2" THICK STEEL WATER PIPE (PE x PE). INSTALL 12'' CML 1 /2" THICK STEEL WATER PIPE. INSTALL 12• CML 1/2" THICK STEEL WATER PIPE {PE x PE). INSTALL ff' CLASS 54 DUCTILE IRON PIPE. INSTALL ff' x 4" x 4" DUCTILE IRON FLANGED TEE. INSTALL 6" GATE VALVE (OS&T). INSTALL ff' BACKFLOW PREVENTER, WATTS SERIES 709. INSTALL 4" WAFFER CHECK VALVE, UNITED MODEL 205. INSTALL 2 I /2" x 2 1 /2" x 4" 90' BADGER-POWHATEN FIRE DEPARTMENT CONNECTION. INSTALL PIPE SUPPORT PER CNB STD 522-L. CONSTRUCT THRUST BLOCKS PER CNB STD 510-L. JOINT EXISTING 6" PIPE. INSTALL fj' SCHEDULE 40 STEET WATER PIPE. INSTALL 2" SCHEDULE 40 STEEL WATER PIPE. INSTALL I'' SCHEDULE 40 STEEL PIPE. INSTALL I'' BALL VALVE. INSTALL 6" -150 LB. FLANGE. INSTALL 6" -150 LB. BLIND FLANGE. INSTALL Z' WELDOLET. INSTALL HANGER ROD FOR STEEL PIPE. INSTALL fj' x Z' REDUCING TEE. STUB Z' DRAIN THROUGH WALL AT ELEV 107.00. INSTALL EARTHQUAKE BRACE PER DETAIL 8 AND C ON DWG M-11. INSTALL 6" SCHEDULE 40 DUCTILE IRON WATER PIPE. INSTALL 1 1 /2'' SCHEDULE 40 WATER PIPE. INSTALL 1 1/4" SCHEDULE 40 WATER PIPE. INSTALL 4" -150 LB. FLANGE. INSTALL 4" -150 LB. BLIND FLANGE. INSTALL fj' x 4" SCHEDULE 40 STEEL REDUCER. INSTALL 2" SOCKOLET. INSTALL 4" x 1" x 1/Z' SCHEDULE 40 REDUCING TEE. INSTALL 4" SCHEDULE 40 STEEL WATER PIPE. INSTALL 1/4" SOCKOLET. INSTALL 'Z' ANGLE VALVE, CENTRAL MODEL F -16. INSTALL I" BALL VALVE, CENTRAL MODEL F -19 (AUX DRAIN). INSTALL 1/4" 3-WAY GLOBE VALVE, CENTRAL MODEL F-17 .. INSTALL FLOW SWITCH, POTTER MODEL VSR-F. INSTALL POTTER 1 o" ELECTRIC BELL. UAINTAIN Z' CLEARANCE AROUND PIPE. ALL PIPE, FITTINGS, HEADS TO BE CORROSION PROOF . INSTALL PRESSURE GAGE {0-300 PSIG). INSTALL 6" FLANAGED 90' BEND -STEEL. INSTALL 6" STEEL TEE. ·• DROP PIPE WITH 90" ELLS TO ELEVATION BELOW LOWER CEILING. INSTALL HANGER FOR STEEL PIPE (SEE ~f 0 ). INSTALL PIPE PER DETAIL 420 ON DWG. T-6. SLOPE LINES AT S=0.0050 UNLESS NOTED OTHERWISE. UODIFY SLOPE AND ALIGNMENT TO ACHIEVE LINE POSITION AT VALVE VAULT INDICATED ON DWG. M-1. INSTALL CONCRETE VAULT PER DETAIL 38 ON DWG. C-4. INSTALL 1" COMPRESSION COUPLING WITH Tl[ RODS. INSTALL NEW SEWER CLEANOUT PER CNB STD-400 AND 406...:L AND PROFILE F ON DWG C-4. INSTALL SEWER LATERAL WITH CLEANOUT PER APPLICABLE PORTIONS OF CNB STD 405-L AND 406-l. INSTALL REDUCED PRESSURE PRINCIPLE l3ACKFLOW PREVENTION ASSEMBLY PER CNB STD 520-L. INSTALL CONCRETE SPLASH BOX PER DETAIL 355 ON DWG. C-5. C-2961-B APPROVED 16TH STREET PUMP STATION JOHN CAROLLO ENGINEERS .31% LJE D/,5/NFECT/ON C'IIAA/6£ ORDER CONSTRUCTION NOTES PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, GA • SAc:;RAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA BAKERSFIELD, CA v1SALIA, CA LOS A~lGELES, CA 3-27-9 JLN REVISE NOTES f 8 DATE BY I DESCRIPTION REVISIONS DESIGNED APP'D AKW\DJL CHECKED WPA DRAWN DRS DATE JANUARY 95 CITY OF NEWPORT BEACH W-5231-S G-4 UTILITIES DEPARTMENT SHEET PS4 OF PS& DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 25, 1995 8:30 AM DWG LAST EDITED ON: 01/25/95 11 03:42 DWG NAME: Y:\3894A\SGNP8005.0WG XREFS: SGNPBOOI I \ 0 "'t\ KEY NOTES 2 3 4 5 6 7 8 9 ~ G 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 SEE DRAWING M-9 FOR CONTINUATION. TO SPRINKLER SYSTEM IN PUMP STATION. FROM CITY WATER SUPPLY LINE. SEE DWG S-9 FOR VALVE VAULT. FOR ELEV SEE DWG M-4. MATCHLINE SEE DWG S-7 FOR BUILDING EXTENSION. RETAINING WALL SEE DWG S-4. SEE DETAIL E ON DWG M-8 FOR HVAC PLAN, CHLORINE CONTAINER TRUNNIONS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE DWG M-2 FOR SIZE AND LOCATION OF OPENINGS IN GRATING. EQUIPMENT PAO -VERIFY SIZE AND LOCATION ON MECH AND ELEC DWGS. SEE DWG A-2 FOR TOP OF MASONRY. BUILDING EXTENSION -SEE DWG S-8. LIGHTING SUPPORT BEAM -SEE ELECT DWGS FOR LOCATION OF FIXTURES (TYP}. CONTRACTOR SHALL LOCATE CHANNELS FOR SILENCER AND CONVERTER SUPPORTS. I TOS ELEV I INDICATES TOP OF METAL DECK ELEVATIONS (TYP). COORDINATE LOCATION, SIZE AND DETAILS OF OPENINGS WITH MECHANICAL ELECTRICAL DRAWINGS (TYP). FOR OPENINGS IN METAL DECK SEE DETAILS 141 & 142 ON DWG T-4. SEE DWG C-1 FOR LOCATION AND ELEVATION OF UNDERDRAIN PIPES. PLASTER -SEE OWG A-2. A-3, A-4. FOR CONCRETE SLAB, SEE owe 5-2, FOR DIMENSIONS OF PAD, SEE owe S-2. * INDICATES ITEMS TO BE FURNISHED BY CRANE MANUFACTURER (TYP). FOR CONTINUATION, SEE DWG S-2. I 106.00 I INDICATES TOP OF SLAB ELEVATION. CMU WALL SCHEDULE SEE DWG S-2. SEE DWG S-3 FOR CONTINUATION. FOR LOCATION AND SIZE OF OPENINGS, SEE DWG A-7. FOR ARCHITECTURAL ROOF PLAN SEE DWG A-7. 5'x5' ST STL ACCESS DOOR U.S. FOUNDRY CO. WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED. SPRING ASSISTED. DIAMOND PLATE STAINLESS STEEL WITH 1 1 /2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN. EXTEND DRAIN o' OUTSIDE VAULT WALL AND INSTALL 1 1/2" CAP. 4'x6' ST STL ACCESS DOOR U.S. FOUNDRY CO. WITH H-20 _TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE STAINLESS STEEL WITH 1 1/2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN, BOTTOM SLAB SHALL BE CAST OVER 1 'i' DEEP LAYER OF COMPACTED ABC. ABC SHALL EXTEND 12" BEYOND SLAB, ALL AROUND, FIRE DEPARTMENT CONNECTION TO BE APPROVED BY THE CITY. COORDINATE LOCATION AND SIZE OF OPENINGS WITH OWGS IA-1 AND E-6. FOR STRUCTURAL NOTES SEE DWG 5-1. SEE ARCH DWGS FOR LOCATION OF METAL STUDS. SEE DRAWING M-2 FOR LOCATION OF MONORAIL. DOUBLE CHECK DETECTOR PREVENTER PER CNB STD 517-L. SEE DRAWING C-1 FOR CONTINUATION. SEE DRAWING S-9 FOR STRUCTURAL PLAN AND SECTIONS. SEE DRAWING E-2 FOR ELECTRICAL PLAN. SEE DRAWING C-3 FOR INVERT ELEVATION AND YARD PIPING PROFILES. SEE DRAWING S-2 FOR STRUCTURAL FOUNDATION/FLOOR PLAN. SEE DRAWING E-3 FOR ELECTRICAL POWER PLAN. SEE DRAWING E-4 FOR ELECTRICAL LIGHTING PLAN. SEE DRAWINGS A-1 AND A-2 FOR LOCATION OF FANS AND HEAT PUMP. SEE DRAWING S-4 FOR PUIAP CAN INSTALLATION DETAILS. SEE DRAWING E-1 FOR ELECTRICAL SYMBOLS AND ABBREVIATIONS. SEE DRAWING C-2 FOR GRADING PLAN. SEE DRAWING A-1 FOR ARCHITECTURAL ROOF PLAN. SEE DRAWING E-5 FOR ELECTRICAL LIGHTING PLAN. SEE DRAWING S-2 FOR TELEMETRY ROOM REFLECTED CEILING PLAN. SEE DRAWING IA-8 FOR CONTINUATION. JOHN CAROLLO ENGINEERS PHOENI)(, AZ • WALNUT CREEK, CA SANTA ANA, GA SACRAMEJffO, CA SAN BERNARDINO. CA • rucSON, AZ SAN DIEGO, CA BAKERSfl[LD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS 56 57 58 59 60 61 62 63 64 65 66 68 69 70 71 72 73 74 6J ~ 77 78 79 80 81 82 83 SEE DRAWING M-2 FOR CONTINUATION. SEE DRAWING M-1 FOR VALVE VAULT. SEE DRAWING C-1 FOR EXTENT OF CONCRETE ENCASEMENT. SEE DRAWING C-1 FOR SITE PLAN. SEE DRAWING M-6 AND IA-7 FOR CONTINUATION. SEE 1 6TH STREET RESERVOIR PLANS FOR WORK FROM MATCH POINTS. MATCHLINE FOR GRADING, VALVE VAULT VENTS AND ELECTRICAL CONDUIT TO 16TH STREET RESERVOIR DRAIN VAULT. DAYLIGHT LINE AND LIMITS OF GRADING. EXISTING EDGE OF PAVEMENT. EXISTING STORM DRAIN. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR FILL STOCKPILE AREAS AND CONTRACTOR LAYDOWN AREAS. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR GRADING SOUTH OF THE MATCHLINI;:. FINISHED GRADE ALONG MATCHLINE IS 105.0 SEE DRAWING S-4 FOR RETAINING WALL. 6" SEWER BY OTHERS. VERIFY MATERIAL. SEE DRAWING S-2 AND E-3 FOR TRANSFORMER PAD. 3o" WATER LINE BY OTHERS. VALVE VAULT BY OTHERS. REFER TO 16TH STREET RESERVOIR PLANS FOR RESERVOIR OUTLET VALVE VAULT PLANS. REFER TO 16TH STREET RESERVOIR PLANS FOR RESERVOIR. REFER TO 16TH STREET RESERVOIR PLANS FOR CONTINUATION OF ELECTRICAL CONDUITS. EXISTING CATCH BASIN, PROTECT IN PLACE. EXISTING GAS LINE. BY OTHERS. SEE DRAWING E-2 FOR UNDER GROUND ELECTRICAL CONDUITS IN THIS AREA. FUTURE GRADE TO BE USED IN SETTING FOOTING DEPTH ONLY. PAD EXTENDS 5 FT. MIN. NORTH OF PUMP STATION. SEE DRAWING C-1 FOR FOR DEEP EXCAVATION AT PUMP CANS. SEE DRAWING C-1 FOR FUTURE ELEVATION AT NORTH SIDE OF PUMP STATION. (NOTE: THESE ELEVATIONS GOVERN FOOTING DEPTH). FANS ON WEST WALLS AND ROOFTOP HEAT PUMP NOT SHOWN. SEE DRAWINGS A-1 AND A-2. SEE DRAWING M-3 FOR KEY NOTES AND CONSTRUCTION NOTES. SEE SCHEMATIC H ON DRAWING M-4 FOR CHLORINE RESIDUAL ANALYZER. APPROVED C-2961-B 16TH STREET PUMP STATION 38799 KEY NOTES APP'D DESIGNED DRAWN AKW\DJL DRS CITY OF NEWPORT BEACH W-5231-S G-5 CHECKED DATE WPA JANUARY 95 UTILITIES DEPARTMENT SHEET PS5 OF PSe2 DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 25. 1995 8:JO AM DWG LAST EDITED ON: 01/25/95 09:12:47 DWG NAME: Y:\J894A\SGNPB006.DWG XREFS: SGNPBOO 1 I u \; z ~ :r 0 5 " n ~ ~ ~ 0 " " D a C u rJ rr 0 0 " ~ rn s < z 0 a C z 2 < s ~ " a 0 ' ~ C " " . " z rn ~ C i'.! " z " KEY NOTES I so I SEE DRAWING E-1 FOR ELECTRICAL SYMBOLS AND ABBREVIATIONS. SYMBOL LEGEND~ - ' • 0 ~ D -x-x-x- 0 OD ~ "'"" .,/,1,/. ..u.L.. 1-__ -_-_-:I bLLLLd --t.-- -.··-S---- ------'Ir- ---G-- - -E-- -TEL- -TV-- -SP-P-- :a: \(\{\IV v $ y --y=:i- @ --0-- (I) --ill}- -JOH 6 9 POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT AIR OR CHEMICAL DIFFUSER DIAPHRAGM SEAL DRAIN EJECTOR OR EDUCTOR ELECTRIC MOTOR EXPANSION JOINT, FLEXIBLE VIBRATION JOINT FAN: EXHAUST/SUPPLY FILTER FLUSHING CONNECTION GAUGE: PRESSURE GAUGE: DIFFERENTIAL PRESSURE PRIMARY FLOW ELEMENT T = TURBINE P = PROPELLER PRIMARY FLOW ELEMENT: ROTAMETER PULSATION DAMPENER --D-- --0-- ® y ----co:1-- --KO-- ---f><I-- ----t><l---- --w-- ----'~1--- ----K)t---- ----t:)1---- ~ ---tt- ---l I- PUMP: CENTRIFUGAL PUMP: VERTICAL LIFT REDUCER: CONCENTRIC REDUCER: ECCENTRIC SAMPLE PORT STRAINER: WYE TYPE STRAINER: WYE TYPE WITH BLOWOFF THERMOMETER VALVE: ANGLE (AV) VALVE: AIR RELIEF (ARV) VALVE: BALL (BV) VALVE: BALL CHECK (BCV) VALVE: BUTTERFLY (BFV) VALVE: FOUR WAY (4WV) VALVE: GATE (GV} VALVE: GLOBE (GLV) VALVE: NEEDLE (NV) VALVE: PLUG CONCENTRIC (PV) VALVE: PLUG ECCENTRIC (PV) VALVE: SWING CHECK (SCV} VALVE: PRESSURE RELIEF PRESSURE-REDUCING REGULATOR BACKPRESSURE REGULATOR SELF-CONTAINED BACKPRESSURE REGULATOR W/EXTERNAL PRESSURE TAP PRESSURE-REDUCING REGULATOR: SELF CONTAINED PRESSURE-REDUCING REGULATOR W/ EXTERNAL PRESSURE TAP VALVE: THREE WAY UNION -JOHN CAROLLO ENGINEERS ...... PHOENIX, AZ • WALNUl CREEK, CA S,t.NTA ANA. GA • SACRAMENTO, GA S•N BERNARDINO, CA • lUCSON, AZ SAN DIEGO. CA. • BAKERSFIELD. CA \11SAI.IA, CA LOS ANCELES. CA ABBREVIATIONS ~ AB ABC ACT ALT ALUM ANCH APPROX @ AVG (B) BC BO BF BLDG BLK BOF BSP CA CB CJ CIP CL OR £ CLR CML CML & TW CMP CMU CPLG cw co CONG COMP CONT CTSK cu DEG DBL DIA OR 0 DIP DIST DO DWG E EA EC ECR ED EF ELEC EL EMB ELL EQPT EW EXIST EXP FB FC FCA FD FLEX FG FIG FLGA FLG FRP FT G GALV GA GB GL GSP GWB HIE H2E HDR HDWR HORIZ HW HP HWS ANCHOR BOLT AGGREGRATE BASE COURSE ACOUSTICAL TILE ALTERNATE ALUMINUM ANCHOR APPROXIMATE AT AVERAGE BOTTOM BEGIN CURVE BOARD BLIND FLANGE BUILDING BLOCK BOTTOM OF FOOTING BLACK STEEL PIPE CONCRETE ANCHOR CATCH BASIN CONSTRUCTION JOINT CAST IRON PIPE CENTER LINE CLEAR CEMENT MORTAR LINED CEMENT MORTAR LINED AND TAPE WRAPPED CORRUGATED METAL PIPE CONCRETE MASONRY UNIT COUPLING COLD WATER CLEANOUT CONCRETE COMPACTED CONTINUATION, CONTINUOUS COUNTERSUNK CUBIC DEGREE DOUBLE DIAMETER DUCTILE IRON PIPE DISTRIBUTION DITTO DRAWING EAST /ELECTRIC EACH END CURVE END CURB RETURN EQUIPMENT DRAIN EACH FACE ELECTRIC(AL) ELEVATION EMBED ELBOW EQUIPMENT EACH WAY EXISTING EXPANSION FLAT BAR FLEXIBLE COUPLING FLANGE COUPLING ADAPTER FLOOR DRAIN FLEXIBLE FINISH GRADE FIGURE FLANGE ADAPTER FLANGED FIBERGLASS REINFORCED PLASTIC FOOT GAS GALVANIZED GAUGE GRADE BREAK GLASS GALVANIZED STEEL PIPE GYPSUM WALL BOARD HOOK ONE END HOOK TWO ENOS HEADER HARDWARE HORIZONTAL HOT WATER HIGH POINT HIGH WATER SURFACE APPROVED ID IN OR" INV JT LAB LLH LLV LP LR LWS MATL MAX MCC MECH MFRS MH MIN MJ MJDIP MK MO NAT GR N N/A NO OR H NPT NTS QC OD OPNG PCC PR PE PERP PH OR 0 PL OR It PROP PVC R RCP RD RED REINF REQD REV R/W s SCE SCH SD SE SEL SGL SHT SPEC ST STL STD STA STL ST. LT. ST. STA. STRUCT SQ SYMM T & B TELE THK TOC TOM TOS TYP UNO VCP VERT VOL w W/ W/0 ws WWF ..L t--+---+-------------+-----1 r J, ,_ UTI Tl~RECTOR R.C_[_ NQ_ DATE BY DESCRIPTION REVISIONS 38799 APP'D DESIGNED DRAWN AKW\DJL DRS CHECKED WPA DATE JANUARY 95 INSIDE DIAMETER INCH INVERT JOINT LABORATORY LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT OR LIQUID PROPANE LONG RADIUS LOW WATER SURFACE MATERIAL MAXIMUM MOTOR CONTROL CENTER MECHANICAL MANUFACTURER'S MANHOLE MINIMUM MECHANICAL JOINT MECHANICAL JOINT DUCTILE IRON PIPE MARK MASONARY OPENING NATURAL GRADE NORTH NOT APPLICABLE NUMBER NATIONAL PIPE THREAD NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING POINT OF COMPOUND CURVATURE PAIR PLAIN ENO PERPENDICULAR PHASE PLATE OR PROPERTY LINE PROPOSED POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REDUCER REINFORCEMENT, REINFORCING REQUIRED REVISION RIGHT OF WAY SOUTH/SEWER SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SHOULDERED END SELECT SINGLE SHEET SPECIFICATION STAINLESS STEEL STANDARD STATION STEEL STREET LIGHT STREET STATION STRUCTURAL SQUARE SYMMETRICAL TOP & BOTTOM TELEPHONE THICK TOP OF CONCRETE (ELEVATION) TOP OF MASONRY TOP OF STEEL DECK TYPICAL UNLESS NOTED OTHERWISE VITRIFIED CLAY PIPE VERTICAL VOLUME WEST/WATER WITH WITHOUT WATER SURFACE WELDED WIRE FABRIC IC 2961 B 16TH STREET PUMP STATION SYMBOL LEGEND AND ABBREVIATIONS CITY OF IEWPORT BEACH W-5231-S I G-8 UTILITIES DEPARTIIENT SHEET PS8 OF PS8~ OWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 25. 1995 8:JO AM DWG LAST EDITED ON: 01/25/95 09:15:12 DWG NAME: Y:\3894A\SGNPB007.0WG XREFS: SGNPBOOl I " \; 2 ~ I 0 r 0 D D " ~ m 0 D !l TI 'i'l ""' D ~ ~ 0 TI ~ ~ e z 6 :; C z C • 0 m 0 D " D a " 'ii w • • ,; D z "' n ► C ~ C TI z ► " ,: z 6 r 0 , " n m ' 0 0 " ~ " " m D " " " m ~ s ' 2 □ :; C z 7 • /,-... -_;..'J---,-~r-----,_ ,;- ~ - 951 TYP ffi ' I I ' ' e--r .,.....,....-r -, - I I I : I I I I / I I I I •-w.. I /1, I / / / I I '¥ i I I • • / ANODE SYSTEM IN THIS AREA. SEE DWG CP-1 FOR ELECTRICAL PLAN SEE DWG E-3 LOCATE CATHODIC PROTECTION TEST STATIONS AS APPROVED BY CITY. •i I • ' A SITE PLAN SCALE: , .. = 20' 1 :40 0 20 40 80 SCALE IN FEET ."-----.:.-.:. __ _J, I ' ' ' ' . i : • ' ' ' • I ' ' I , -! ' ' '\ ", I I • I I • I I I • -r --- 0 n . I C \\OfESS/ ~i-<Wt. No 1d687 Exp. 3131197 CIVIi.. ~CAI.I ---r--' ' R/W\ _\_ I ' ·- -- 0 © © @ I NORTHING , N2, 177,853.16 ' i ' N2,177,810.16 N2, 177,785.27 ' N2, 177,805.27 COORDINATE DATA I EASTING REMARKS ------- NORTHWEST OUTSIDE ' E6,047,501. 70 I I CORNER OF PUMP STATION E6,047,501.44 SOUTHWEST CORNER I OF PUMP STATION E6,04 7,487.79 SOUTHWEST OUTSIDE CORNER OF VALVE VAULT ------ NORTHWEST OUTSIDE ' I E6,047,487.91 CORNER OF VALVE VAULT ! 16TH STREET 'l. OF DISCHARGE , © ' PIPE . N2, 177,894.38 E6,047,576.95 , I : I ' J • I I I • ' °" c,,· ... No. 19174 Exp. 9/llll/9{ c,v11.. Cl\! 5 '---! --+--- I, -• ' AT TIE-IN I I ' 0 I I 'l. OF DISCHARGE ! ' PIPE i ' N2.177,851.71 ' E6,047,576.69 I I ' AT BLDG WALL i I i ~, I : 'l. OF INLET PIPE : ( G ) ' N2, 177,878.73 ' E6,04 7,494.35 . : ! ' I ~I ' i AT TIE-IN I <0 : MATCH POINT FOR INLET -' I N2, 177,765.18 E6,047,497.13 . PIPE ON RESERVOIR PLANS i ' MATCH POINT FOR OUTLET <~ N2, 177,793.75 E6,047,574.30 PIPE ON RESERVOIR PLANS , 1._J) 'l. INTERSECTION ON _ \", N2,177,793.79 E6,047,567.93 PUMP SUCTION LINE . ----+--------------+----------------------------.I N2,177,821.79 E6,047,568.10 (~ N2, 177,781.03 E6,04 7,578.23 1 -----+----------------------------i-0 E6,04 7,503.23 N2, 177,781.48 N2, 177,781.58 E6,04 7,428.94 N2, 177,882.26 E6,04 7 .560.30 CONSTRUCTION NOTES KEY NOTES ~ OF PUMP-NO. 5 POINT ON MATCHUNE POINT ON MATCHLINE 'l. OF EXIST STORM DRAIN PIPE AT TIE_:IN OUTSIDE WALL OF EXIST. CATCH BASIN AT TIE-IN i 7 ' --~-7-..-t: .... -, ___ \J7o ~-/ 11 i *,: _ :__ (Jo) CONSTRUCT 6" PVC-SDR35 SEWER PER PROFILE 'F' ON DWG \ ,~"'~"'~ISEJ~~~,t9tR~5vy'~1 I [ (.&. ~2 J:?~-;'~~A,~~~~A~INE P~.: DWG M-~ C-4. SEE DRAWING M-1 FOR VALVE VAULT. SEE 1 6TH STREET RESERVOIR PLANS FOR CONTINUATION FROM MATCH POINTS. r;;-;;-J 1 33 CONSTRUCT DRAIN LINE PER PROFIL~ON~-4 AND ~----..,.,/' DETAIL 'A' ON DWG. M-1. MATCHLINE FOR GRADING, VALVE VAULT VENTS AND ELECTRICAL CONDUIT TO 16TH STREET RESERVOIR DRAIN VAULT, '' ' i ' i ' ' '' ' ' JOHN CAROLLO ENGINEERS PHOENIX, AZ WALNUf CREEK, CA SANTA ANA, CA SACRAME:NTO, CA CONSTRUCT 12" PVC SCH 80 VAULT VENTS PER DWG, M-1. CONSTRUCT PVC SAMPLE LINE PER DWG, M-1 AND M-2, JOIN EXISTING PIPE. VERIFY LOCATION, DEPTH, MATERIAL, TYPE OF CONNECTION AND DIAMETER BEFORE FABRICATING PIPE REMOVE AND REPLACE SIDEWALK PER CNB STD-180-L. REMOVE SIDEWALK TO NEAREST JOINT. REMOVE AND REPLACE A.C. PAVEMENT PER CNB STD-105-L. AREA AROUND PUMP CANS SHOWN IN BOX SHALL BE SHORED BELOW ELEVATION 75. AFTER INSTALLATION OF PUMP CANS, BACKFILL AREA WITHIN SHORED EXCAVATION UP TO ELEVATION 75 WITH LEAN CONCRETE. CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 231 ON DWG T-5 INSTALL 4" PERFORATED PVC UNDERDRAIN PIPE. REMOVE INTERFERING PORTION OF 1 t' WATERLINE. CONNECT DRAIN LINE TO EXISTING STORM DRAIN MANHOLE PER PROFILE D ON DWG C-4 . INSTALL NEW SEWER CLEANOUT PER CNB STD-400 AND 406-L AND PROFILE F ON DWG C-4. INSTALL SEWER LATERAL WITH CLEANOUT PER APPLICABLE PORTIONS OF CNB STD-405-L AND 406-L. 64 65 69 70 71 72 73 74 ~ 5:) 77 78 79 1841 APPROVED 1/17/96 DISINFECTION CHANGE ORDER EXISTING EDGE OF PAVEMENT. EXISTING STORM DRAIN. RETAINING WALL PER DWG S-4 6" SEWER BY OTHERS VERIFY MATERIAL. SEE DRAWING S-2 AND E-3 FOR TRANSFORMER PAD. 30" WATER LINE BY OTHERS. VALVE VAULT BY OTHERS. REFER TO 16TH STREET RESERVOIR PLANS FOR RESERVOIR OUTLET VALVE VAULT PLANS. REFER TO 16TH STREET RESERVOIR PLANS FOR RESERVOIR. REFER TO 16TH STREET RESERVOIR PLANS FOR CONTINUATION OF ELECTRICAL CONDUITS. EXISTING CATCH BASIN, PROTECT IN PLACE. EXISTING GAS LINE. BY OTHERS. SEE DRAWING E-2 FOR UNDER GROU_ND ELECTRICAL CONDUITS IN THIS AREA. SEE DRAWING M-8 FOR LOCATION. -• \ \6TH -STREET PUMP sfATION • b.._ UTILITIES DIRECTOR LJE I ~ ADO CATHODIC PROTECTION __..R-€ E NO 2/12/9 38799 YARD PIP.ING AND DEMOUTION P,lAN ~-& REVISE SHEET NO & ~ QMI ------1---+--f--'=='-_: ____ .:.___--'==-'---+-~-±==--r=-=;:-;----+-----------r 5/27/9~ JLN / • 0EscR1PnoN APP'D D"f~1g~~o DRAi~x CITY OF NEWPORT BEA_cH SAN BERNARDINO. CA • TUCSON" AZ SAN DIEGO, Cr>. BAKER'.:,>IELD, CA DATE BY W-5231-S C-1 VISALIA. CA LO-S ANCFI ES, CA . ,I' I / ,,t I I. r ✓-. .. · I I I I I ' i CHE,CKED DATE ( REVISIONS WPA AUGUST .9'4 UTIUTIE~ DEPARTMENT / '----------------------------.... -----------·-------------------------,i~iiiiiiii~-"""------,----'----·------'--------••mmo ___ ._, ___ , ______ , ___ "" ___ ~._ _____ , ___________ .._ _______ ...., ________ .,;;=;.;;.;-......... -----------r-------------alffl 1 ~~,,.~-------' ) ~ EDITED ~Y· Gfx ~SER LOGIN TIME: ,JA~lJAHY 18. 19% 2·01 PM DWG LAST EDITED ON 01/18/9,,::"--~{4-::f.l 'l'/DtWG NAME:;;/<\NP_BEACH\3894A\SCNPB002.DWG 1 _./ • ·s: SGNP,,ool dwg I SCNPB201 I SCNP8101 I / -~ ~ i ' J - , --, ''{ \ --=-/ ~ --,I \ ' • .,.,, , - I) C cl !! "'---- -- A GRADING PLAN SCALE: 1" = 40' . ,., .. , .. ,, " " ' I .-! .-I _.- I,- J ... •·"" ··2--···· .. . . . ......... . . .. ... -·· ... B PARTIAL PLAN SCALE: 1'' = 1 o· 1 :40 0 20 40 80 SCALE IN FEET : 1 !;ii!: !l~f ,l~~-J~ :-; 11 ; 'io i H.t0 ~ l idtNl -·· .... •. - ; :: ,,.,~ : ,.,.,. ~ I t:/I ~ri;1 ....... ,. .... ' ";: ; ' ":: : :+·1-:t>+ ' ' ,: :: : 7 f- (/) I f- (D ....--- o.J 63 64 65 66 68 72 73 75 77 81 82 83 30" WATER LINE KEY NOTES: SEE DRAWING M-1 FOR VALVE VAULT. MATCHUNE FOR GRADING, VALVE VAULT VENTS AND ELECTRICAL CONDUIT TO RESERVOIR DRAIN VAULT. DAYLIGHT LINE AND LIMITS OF GRADING. EXISTING EDGE OF PAVEMENT. EXISTING STORM DRAIN. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR FILL STOCKPILE AREAS AND CONTRACTOR LAYDOWN AREAS. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR GRADING SOUTH OF THE MATCHUNE. FINISHED GRADE ALONG MATCHUNE IS 105.0 30" WATER LINE BY OTHERS. VALVE VAULT BY OTHERS. NORTHING Q N2, 177,781.03 0 N2, 177,781.48 LEGEND COORDINATE DATA EASTING REMARKS E6,047,578.23 POINT ON MATCHLINE E6,04 7,503.23 POINT ON MATCHUNE SEE DRAWING R-5 OF RESERVOIR PLANS FOR RESERVOIR PLAN. EXISTING CATCH BASIN. ----100•--- EXISTING CONTOUR FINISHED CONTOUR PAD EXTENDS 5 FT MIN. NORTH OF PUMP STATION. SEE DRAWING C-1 FOR FOR DEEP EXCAVATION AT PUMP CANS. SEE DRAWING C-1 FOR FUTURE ELEVATION AT NORTH SIDE OF PUMP STATION. (NOTE: THESE ELEVATIONS GOVERN FOOTING DEPTH). CONSTRUCTION NOTES: AREA AROUND PUMP CANS SHOWN IN BOX SHALL BE SHORED BELOW ELEVATION 75. AFTER INSTALLATION OF PUMP CANS, BACKFILL AREA WITHIN SHORED EXCAVATION UP TO ELEVATION 75 WITH LEAN CONCRETE. & B TEMPORARY FINISHED GRADE SLOPE .--FUTURE 2 : I SLOPE 1 ,5: 1 f- (/) I f- C.D SLOPE 2: 1 + 5'1'1"- PUMP STATION SLAB= 105.5 TOC 1/ / ELEV= -t::::===::j 99.00+ CAN ....__ ______ _ PUMP STATION DWGS w z _J ::r:: u ~ 2 RESERVOIR DWGS ELEV.= 105.00 0 0 0 0 0 ~II __ AMMONIA SOLUTION GAS CHLORINE SOLUTION EXISTING _i GRADE ELEV.= 75.00+ ---------------------------- RESERVOIR BY OTHERS i 36" OUTLET EXISTING 36" STORM DRAIN JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA. ANA, CA • SACRAMENTO, CA S.6.N BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA. CA LOS ANGELES, CA LINE ,.....u..uL::L.., --EL EV= 5 7. 6 4 C SECTION SCALE: 1" = 1 o· C-2961-B APPROVED 16TH STREET PUMP STATION DESIGNED DRAWN DATE BY DESCRIPTION APP'D GA T GA T CITY OF NEWPORT BEACH W-5231-S C-2 CHECKED DATE REVISIONS WPA AUGUST 94 UTILITIES DEPARHAENT SHEET PS8 OF Ps,z. DATE & TIME: 01/25/95 14:43:24 Y\3894A\SCNPB003.DWG XREFS: SGNPB001.dwg I SCNPB102 I SCNPB202 I SECTIONA.dwg I ' . • m m " a C ~ n ► < " z n " C cl ~ z " ' .... , .. -....... ,. , ..... •• ·";······· ' ; ••·····• .... , ... w ,W ... F .. IT I ~ ...... ; ....... -""'.'"'""'~'""'"/'' .......... <(· , l • t .... , ............................. · ............. , ................... .. :6$~ •• ··) NV:+85~00;1:/l ·····+ .. , .... . . 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PROETILE- ,,....._>i--,4 ................... j .... + ........... : .. •·[·· ...... : ..... ; .... ; .........J .. 10.$.t ...... : ... ; ... ··i ~11~· . . . ; : . : ········'S···±<·· . . ,. .-' ... l • =. ····'········ .. ... ~ .................... : .... .. ............. ,. , ....... , ...... £xts· . . GRA. \.. . . l . . . \:;~J; :~d;~6 'N: ........ .... , .. ·--~ .. : : ···+"•"; ............................ ; ........ ,. .... i, .... ,.!"'""' ................ ., .. ,,;,. ..... _ .... ,., ....... ;,,., .. [, ... ., ..... , ... ;,. ............ ; ~ ; 1 .. ,. .................... ;--... ; .................... ;.-+--'--•· ... , ...... : ...... e--+---.95, .. + .. , ..... : .... ; ...... A~PROX. IN T[R!M, GRADt LINE: Fl~ISH SURF ,4CE BY THIS CONTRACT: ' .. . , .... :. : . . ' : .......... : ...... ~ ...... ; ..... ! ............. : ....... ~ ...... , ....... : ....... : ....... ; ..... ,! .... , .. , ....... : ...... : ....... ! ...... ; ...... ·..,,..,.,. ..... ' .. ., .. ,.,. .... ; : : ..,.. . . . . . : : ---'--'--'-...,-··'.· .............. ; .... ,.; ....... ; .............. • ....... ; ...... ; ....... ; .............. ; ...... :-··· .. • ........... ·' ..... , ...... ; ....... , ..... •: ...... ; .......... ··: .................... ! ............ , PROFlLE: SCAUES: ............ : ........ .. ..... ; : : = .. .; .. : . : . ' : :· .... :, .......... ! .............. ! ..... ,., .................... ,1 ..... -~ .... ; .............................. ! .. I i : = . .._ .. .,._ 3d" CML & rw: $fEtL :PiPt'W/ BlJ'i'l:WE'.LDtD•JQiNtS···· ·:sTEEri°PJPE ·wt. BUTT ... ' .. ,... .... ., .......... ,.. • ............. , .. . • • WELQEO JOiNrs: w w F ·····:"'"'"'"""l'""":"··"•·· ........ , ........ . . ......... · ...... , .. . . ·····-• ··•········ . . . . : . : : . : : ' ' . . : • . . . . a • • """""!""'"~"' "!"""""'""~"'""!'""" "'""'"""'"'""!'"""i-"""'"""''""'"i""'"\"""'i'"" """"'"!' ..... ~ .............. i""'"l' ..... ,. .. ,., .. ; .. "": ........... ,. .... ,. ........... ; ....... i ....... ! .... ,..,,.,. .. ,~ .... .,, .... ,. .. ' : . . . . . . . . . . . . . : : ;: ' . . \'"" ................... _. ...... ~ .... " """""""'"'"""'' , .... "'"'""!';,'""\'"" .. ~ ..... ,. .. ..,.,! .... ·i • .... ! ..... ··!•• ... ·~'"" ., ...... , .... •· ·····S .............. , .... , ..... <· .... r-.... !,. ... .,! .. . ...... •··r·· .. !• ... ·!· ....... . INVi 88'.24 . . . : : : : : : : • ' . ..... _. ..... _ ................... , .. ,: ................... _ ................ . .. ...................... 1"·" """""~"""'•. "' ... :• • ···\ ............ , ...... , ..... .,.,.. ... :·· •••• _ ....... ~,., .. "! ............. .,, .... i, .. , ......... !"""""""'''"'"'"' ..., ...... ,. ......... ·--! CONSTRUCTION NOTES: CONSTRUCT WELDED JOINT INLET~THIN 42~, 5 " THICK ~E CASING WALL FO G. EXTEND SING 12" P EDGE OF AND L NULAR ~C WITH GR INSTALL 36" FLEXIBLE COUPLING WITH HARNESS PER DETAIL 406 ON DWG T-6. COUPLINGS TO BE SPACED 4 FT. ON CENTER. INSTALL INSTALL SLEEVES PER 30" FLEXIBLE DETAIL 425 ON DWG T-6 . COUPLINGS PER INSTALL 30" x 36" CML & TW 1/2" CONCENTRIC REDUCER (PE x PE) . DETAIL 406 ON DWG THICK WROUGHT STEEL T-6 . :c:',,E:f:'L Cf\StJ& le)/\,$ t-UP1df\"'1:cD AND co,\ccfTc ~t-1cns1c~1fr-lT ~J~S (ON'.:, feUCTu"D rwoutlD lNl.EI Lili€ 12,c~c'"IITH 7-/-if' 12.en,,.\,~& If) f\LL,, KEY NOTES: 57 69 SEE 16TH STREET RESERVOIR DRAWINGS FOR SEE DRAWING M-1 FOR VALVE VAULT. SEE DRAWING S-4 FOR RETAINING WALL. CONTINUATION. r l f .................... ; ..................... I ............ . • l , ..... ·! .. , .......... i ...... , ...... , ...... ; ...... ~ ..... , ... .. : ..................................... · .............. · .............. · .. . l ·l'··: ..... , l i :1:::: l l l= .-- !NV . • ............. • .............................. • ............................ : ................................. \ .. "··'· .......................... ( ..... -.............. : ............ !••· .. ~· ' • \I ~· '-1>: .... <. ·:·~-- ..... , ... ~~E-x-1sn11G,_G_R_A_· D-·~_t\_l_-_· ~· ~·····--· ~-·- · ................................. · .......... ,. .. · ........... . ..... ........................... · ....... ,.. ................... ,.. ..... : .... ., .................. . .... , ... .... ............ : .. : .... : .. i1P.PRQX,, ... 1.!'\JJ.ERlM:. GR/i.D.E Ll!1!E: . FINISH· SURF ACE BY THiS t6NfRAcff •• ' • '-----'-•95 ; ! I . ......... : ...... :••···• .. ·• ................... : ...... : .................... : .. • 1 ' : . .... ................ ••:•••nn• ....................... ; .. : . : . . : . : .. ,:.• ........ · ................. I ........ · ............................................... , ................................................... • I • *"-·1:=1 . .. ~ . . . . .. . : .. . .. . .. . . - a•: ... , .. . . ...· ............. : .. ·· ... · .... ,e-, .. 1 .......................... : . ., .. ; ............................. ... a, .;Ji s,.;0,0000 · ...... · ........................... · ........................ · ...... ~ ......... ; ........ · ...... ; ..... ·., ........... , ....... : ...... ~ ............. ... .............. ; ....................... .; ...... ; .................... ; ...... : ...... .-......... . , .. : ............. ~ ........... , .................... · ...... · ........... : ...... , ....... ; ..... · .. ,., ......... , ....... ·,. ..... ; ... , .. r. . 31 +50 ...... • ....... • ...... • ...................... • ... , ............. & .... : ...... : ................................. • .... . : . : . C-2961-B APPROVED 16TH STREET PUMP STATION JOHN CAROLLO ENGINEERS 3/9w [,TE 4-DISINFECTION t'IIAIJGE ORDER PIPING PROFILES PHOENIX, AZ WALNJT CREEK, CA SANTA ANA. CA SAatA~ENTO. CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA. CA LOS ANGELES. CA Ycl-9 DATE J I.N BY /,\ ADD Tt"iJ<.1.JST BLOC.I<. L!...::i. l::Vl:-E Sf.IE.ET NO DESCRIPTION REVISIONS APP'D DATE DESIGNED GTX CHECKED WPA DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 24. 1995 11:16 AM DRAWN GTX DATE AUGUST 94 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5231-S C-J SHEET PS9 OFPs,:z DWG LAST EDITED ON: 01/24/95 11 :34:52 XREFS: SGNPBOOl.dwg QWG NAME: Y:\3894A\SCNPBOI 0.DWG SCNPB113 I SCNPB114 I SCNP8115 I ! .J ....... , ..... 1,.1,0 .... --r-................ , ....... , ............................................ ., .................................... .. . . ' STA. 1 o+oa.oo . . 0 ' 0 et: ................................................................................. ,9 .. :i: ........... .. • • ~ 1-<I? .. '+ .... j::! •• j_J :0 u '. ;'I"""" w z .,_: ····::;i ;zC/l In 8~ ·:· ····:·· ! --. . -.-. --' ·--,---!""-=-_.,,.. . . . . """""'"" .................... . . . ... , ----,-.... ..,...--,.- .... ,. . .... ·! ...... , CONSTRUCT 207.50 LS. 6" PVC ····i· ·····!·····!·····>·······!·· !(t 6" x6•:x d· 'wh:: • INVERT 'Ft:AT: i • .. .... i-.. ···l· ' \: .. ••• .; ........ • ---1---~ ... , .... -.. ""- ····'\_·: ' .. ..... , ............................ ,. ............................... ., .................................................... ~ .... .. . . . . i . [6'.'i~i;r x:4"' .. WY:t iNVERT' FLAT • • • • • ,· -·~~"1'"'t+--~+·"'"'"'--~- . .... 1, ..... /··· : . . ... i···· ... ; ... , ... j . ... , ....... , .. . , + , .. • ....... · .... ,.. . ,s.....:o.boso . ..... , ................ .:. ....... : ............ L ................. : ····-i·· .................... r I .. i .............. ! ........ : ......... : ... l ... ·~; ··• ··: ... iN\( .. 'Tifi!.'io .............. , ...... i ............. :···r ..... : .... ,J ........... , ..... ,mr.:·· .. h-d, .. :87 ...... ; ..... j ..... ; .............. : ...... , .... ; ...... L ..... ;1Nf.c, .. ; .. ie.z, .. 1-p . . . . . __ .,_ __ ~cc,""-···-•··---.----·,·-•.-.. l ,.._,,,,,..,.,..,,_,,,,,,, .. s;o:ooso ·········, , .. ····l······•·· i .. , .... , .. ,. .. ;.oo-, .. + .. j ............ ,..i ....... ! ..... + .. . . . . . . . "!'"""!""'"!""'"'"""'!"""''"""''""'"!"""')"'""['"'"'!"""'""'"''"'""'""'")"'""" ____ _ ... ; ....... ; ...... ; • • i • • ' : • • • 1 EXISTiNG: GRADE =iY '. '\. . . : . ' ' ' . . ' ' 1 •• • " I•• •I •••• ,.,,, ,.,.;.... ; ' -:-__ _,_ . . . . . . . . . ' ' . ........... 1 ..... , ............ ,. : . : '1 o+do: • '"·i •••• ·····: •••••l•••••••l••••••I•• . . . ' '\. . . . , . 1~I50 . . . . . . .. : . . . • . :r~ loo: . . . · · : . · . : ,:'\ , , ' :111~0' . . ....... ; ...... ; . ........ I .. ·12+00: •!• ..... •• , ..... °! ...... , ..... •!• ............. •I •••" '!· .. •·•·~· ...... ~ ' ···· 1 ' ·••<I ' :1 ·····• ..... ;. ..... ; ....... . . . ..... , ....... , ..... ; ... ~ ' : . . i ...... ! ............... . ..... , .. .. . ,. . .... ; ... '····!·· .;. .. ... ! +···· ····: ··!·,· -···········! ..... ;. . .... ,. ···+· ............ . .......... ,... ·,rf··· " .... ,. ··•····· : : : ... ; .......•...... : ....... ; .... , .......... , ....... ; ....... ~ ....... ; ....... ! ....... ; ....... i ....... j ...... j ............. ) ............. ___,, _____ ., ..... , ....... , ..... i ....... , ............... ;. . ............ ; ....... , ....... ; ....... , ..•.... ; ....... j ....... ; ....... ; ....... , ....... ; ....... ; ............... ; ....................... ; ............................... , ....... ; ................ ___ _,_ ......... , ........................................................... . : . . : ., ....... , ....... , ______ ....... , ............... 1···· .. ····" ...... ,. ... ! ...... , ....... ! . . : . . ; . . . . . : . ····• ............ , .., ....... ,. ..... , . .. ·•·· \__' R . ... ....... · .... ··:'··· .. , ....... , .. . ................ , ................ . . . . . . ................... , .......................................................... .. .. .............................................................................................. , ................................. , ......... . C.::::!l ' SCALES: HORIZ; :1 .. =lO'; VERT: 1~=4' • • ·\j·· ............................... _______ j_ ----_L ____ , _____ .. 1::::::LL __ :1 ___ ::1 _______ 1:_:: _ .;::;: ----l--__ ::::.~~--+'.: ..... l"-==+·----"-'-1~--J-;-;-~' .. .................................................................................................................. , ....................... , ............................................................ __ _ . .. .......... ..... . . .. ; ...... ; . : . . : ............................ , ....... , ............................... , . . . ~ ............... : ....... ; ...... i ....... ! ....... j ....... ; ....... , .; ....... : ............. ; ....... ; .............. ; .............. .. ..... ; ... , ... ;, .. , ... , . . . . . . . . . . . .. ,, ...... T"'".!" ..... ! ....... , ....... , ....... l ... ,. .......... , ............... :, .. , .. T ...................... ! ....... , ...... ,1 ·err r--.: < IX) 0 + :···'-1-05-·~···· ................................... : ....... • q . . . < I-' (fl . ; ...... ~ ....................... : ....... : ............... :.,, ........... ., .... ., .. , .. ·: .. , ............ , ............. 1, .... ,., ....... , .... EXIST. CB. TC . • : 1··· ····· • • 1 , l I 'II ,_, a~--:\ Jic lb=11: tJJr· INV. :87.50 INV. B7.45 : ..... i .......... 1 ........... 1 .. :. : ..... ··'·····1······:········· ........ . • • • • O'fjOO : ; : ; . APPROl( 'INTERIM :GRADE ···· .liJN[. .. ,.flNISH SURFACE ......... .BY ... TH 1$. CdNTRAcr .. ........... ; ....... ; ....... ;, ........... ., ........... ., ..... , ...... ; ...... ~ ...... ,; ....... ;, .. ,..,; ............... ; ,____,_5;;,o :0300: \ INV;. ~4i86 ' : : ...... , INV; 94.'.83 ;··"K .... ; ...... ; ...... : ................ ; -,-----.-................................................... . . . .0 : • 94:56 ·· t· .. :·· '· ....... ·1 • ·I .... i...... · ...... : 0+50 ... , ... •• PRO:Ff[EI ' ' .................... ..... ; : . : ; , ....................................... , ....... . . ...... , .. ' • • ' . . . . -··---· ..... CONSTRUCT i!ii L.F. CONSTRUCT 121 LFT ' . . t-.:z ~ ____ ......... ! ....... ! .. .. : • = ................ , .... L ..... : ...... 5= .c .. ~ ... L ..... ; ....... , ....... , ....... i .............. : ..... 1 .. , ........... : ....... L ..... : ............... : ....... i .. X ..... i ....... },_ ... _,_~ .. ..., ....... , ....... , ....... , .............................. , ....... , ............................... , ....... , ............................................... , ...................................... 4 .................................................................. . ; i v • ; • • r:7 • . ; • • • :t . . . : • . . • ' " • . ' ' . . . . . ; .. : ; .i_. + '·-s: .... , 0,017.Q ·I· if ' 11· .... I ·l' . . . . ·· 1· ...... ; ....... ! ....... ! ............... ! ...... .-. ..... , ·t··: '\ ' : .... , ···········>···· ., .... , ... HNV. ,8.3.68 . : . . : . . . : . . . . . . . . . . .., ....... ! ....... 1 ....... , ............... , .. , ... ,! ...... "! ............... , ...................... '! ...................... ! ....... ! ....... , ............... , ............. , ......... ! ....... ! ............... !·· ..... , ...... 1 ....... ! ....... ! ....... , ....... ! .... ··t----·"! .... . ' : .. , INV . .' 83.70 .: .... o . • "' ........... , ....................... . . . . . ..... ; : : ' .... !·· ..... , . . . . . .. ..... !"" .. "!'"""'!'"· .. ·!·" .... ! ....................................... ; ....... .. . . . . . . . . .. ................ , . ., .................... , .............................................. ., ....... , . . i . . . : : e:: \ -=..........-~=·c,aj .. ,"' ....... ,. ; ....... '\ ••• : ••• ~ : : :E~iSTIN(; GRADE. . j ............... 1.5 .. ~ ... ; ............... ; ....... [ ..... + ..... l ...... j ....................... ; ....... j ...... ~ ....... ; ............. ; ....... ! ............... ; ....... : ....... : ....... : ............... : .................. ~.), ______ . ·-· .. -·.. .. .~. • ---=--·-···•-... --L ... -.... -.. ·~···-····-••!•-···-····-····-···-.. ·· ! .... _j .. _, ' . . . . = • = . . ' . . . ' : • ! ....... , ....... ! ....................... ! ....... ,. r 04100 .... . · .... .; ...... ; .. : . . : : : : . . : : ..................... ! ....... , ....... ! ....... ! ....... ! ....... ! ....... ! ..................... , .. , .... , ............................... , .. C-1 SCALES: HORIZ. VERTi .; .. 1:· = 10' .. =n 1 ...;. 4' .. ; JOHN CAROLLO ENGINEERS PHCENIX, AZ • WALNUT CREEK. CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO. CA • TUCSON, AZ SAN DIEGO, CA BAl<£RSFIELD, CA v1SALIA, CA LOS ANGELES, CA ·t ·····• ·····r+oo < ·····•···· .. • ....... , ...... , ....... ! 3/'i'io LJE ADD VAUL-T DET,"11. AislD SHEET NO. • ~ DATE BY DESCRIPTION REVISIONS CONSTRUCTION NOTES CORE DRILL EXISTING WALL FOR PENETRATION. INSTALL 12" x 6" ECCENTRIC REDUCER. INSTALL SLEEVES PER DETAIL 424 ON DWG T-6 INSTALL FLEXIBLE COUPLINGS PER DETAIL 406 INSTALL CLEANOUTS PER DETAIL 235 ON DWG ON DWG T-6 T-5 KEY NOTES: SEE DRAWING M-1 FOR VALVE VAULT . TERMINATE CONTAINMENT WITHIN VAULT SEAL CONTAINMEMT END PER SPEC.---~ EL TO MATCH TOP PLAN CONTAINMENT PIPING E OR AMMONIA CARRIER PiPE STEEL LIO OF FUTURE PAVEMENT YP 316 STAINLESS WELD 1/4'' TREAD PLATE TO GRATING (H-20 LOADING) APP'D APPROVED DATE DESIGNED AKW CHECKED WPA • SIM 1D V SECTION DRAWN GAT DATE AUGUST 94 C-2961-B 16TH STREET PUMP STATION PIPING PROFILES W-5231-S C-4 CITY OF JEWPORT BEACH UTILITIES DEPARTMENT SHEET PSIQOFPS~ DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 23. 1995 3:58 PM DWG LAST EDITED ON: 01 /23/95 1 6:38:54 XREFS: SGNPB001.dwg DWG NAME: Y:\3894A\SGNPB011.DWG SCNP8111 I SCNPB116 I SCNPB 112 I C -0 N O; :-- ••• '• ;,i .. """ .... "' ""' ······•·,: ......... , • ___ ._.~ ...................... . ··\;)· .. I_ j WM ........... .,._ "'"'"" "···:t···· ·················8C)··················· -so ...... ..... , ........................... ., .... , ... , ......... , 75 ,·-·-·-·-·-·7 i ,------~ i i L...Jll---llll------llf---1I1--~II-' i ' ' :., .... .. ·• . · -~c:· --....;·•'---'-< .. :..::...::: --L . ......... ~l:' .. .. 0 .. (0 0 t<) ! .. ... 0 ........... ""' '\,'"""" · .. ••. f6TH .SlRtEl PlJ~P .Si'A:t1<'.)N .. ••• w. • .. ..... .., -. .. . . ·\ .,. .. ... ... . ·,/ ··-<: '\ . -. ·-.... >·. ·-.c;,-. .v ............. --._...,..._....,;._ .,· .... , .. ., .. , .. ., .. , .... " ... , .. ............................................... , ...... , .... ~ .. ~c:,-• .... , '' ""''"'" ~., . . : ,.,., : " . : - f" r--""-----'-~ -------'-'-.... -_.:.. _ --:T~-...:·.:.. ----~-~ -------=----=----=----=-, ~ I I 1,1 I I I 111 I I I I I I I I' I I I 111 I I I I I 1,1 I I I 111 I I I II I : I RESERVOIR I I I· 'I.' I I I I I I I 'I I I 111 I 1· .. 1,1 I I 11·1 I I I I I I I 1'1 I I 111 I I I, I I I 'II I I I I I I I• I I I 111 I I I I I I 11'1 I I I I I A SITE PLAN SCALE: 20' CONSTRUCTION NOTES KEY NOTES 8 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 231 ON DRAWING T -5 INSTALL ff' CLASS 54 DUCTILE IRON PIPE. INSTALL ff' X 4" DUCTILE IRON FLANGED TEE. INSTALL 4" WAFFER CHECK VALVE. UNITED MODEL 205. INSTALL 2 1/t' X 2 1/2" X 4" 90" BADGER-POWHATEN FIRE DEPARTMENT CONNECTION. JOINT EXISTING 6"' PIPE INSTALL REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PE:R CNB STD 520-L. SEE DRAWING M-9 FOR CONTINUATION. FIRE DEPARTMENT CONNECTION BY THE CITY. EXISTING STORM DRAIN. 1 :40 TO BE APPROVED 0 20 40 SCALE IN FEET 80 & INSTALL SIGN PER CITY STANDARDS LOCATE AS APPROVED . BY FIRE MARSHALL SYSTEM SPRINKLER 949 w. 16TH STREET 0 m 12·· W .... : .. -i'l' w R/W~ s· W (M.C.IV.D.) 4"C 0 ....... 1::. ..... ,... ......... , .. ··• '-i'r • , . ... ";:••''"' ""' "'" 41 .• 58.67.\ EXTENSION G z a ~ (/) 0. :::; ;~ ia. ... """'" IOG IQ! .. '.->MIi 8"S····· .................... : .. , ........... ., ........ , .. 1 .. ,.,. ·==·r ,..,.,. ~ l ;:;'.i-:::J,::+tf.····{\ ------=-~-· : : -: : --······ ··-· ----- (/J w °' :; (/J z < _J 0. w w 1/J ~ ') ,, - .. ~ 11· ~ 1331185 ~ 'o I _____J_ io I I") i---4" CLASS 54 DUCTILE IRON PIPE 181 B SECTION SCALE: 1 /4" 1 '-0" /120\ F AB RICA TE W /STEEL OT DP G ZE H - I ALVANI \QJ3/ AFTER FABRICATION 2' -6" SQ 8" OR AS INDICATED (TYP) ON THE PLANS HOT-DIP GALV V STEEL H-20 / GRATING ' 111 U II II II II II II II II II 111, ~ ~ ' ' -• ' ' (/5 @ 12" EW ' , - ", ~ p CENTERED (TYP) ' .. ' ' , ' -' -p CLASS "C" ' '/ CONC FILL SLOPE 1/4" /fl ' I/ w (j ' d ~ ' 6" :J p -' 0. p ' ' • (/) , ' p , " • ' -~ , I , ' . --•• ' . ·.1 p -' d 8'.«~~ p ' -' --, ~.~<@ ' , , V ' -, • • , ,-,.; . ~ (15 @ 12" EW T & B " - ,-,,.-... -.· .... , .. ' " ' . ! .. ,., .. &NOTES I. 2. BURIED ALL UG SPRINKLER SERVICE PIPE SHALL HAVE 36" MIN PIPE SHALL BE FLUSHED BEFORE PLACING IN COVER. SERVICE 3. 4, PROVIDE THRUST BLOCKS UG FITTINGS. UG PIPE AND FITTINGS JOINTS. JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNU J CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • IUCSON, AZ SAN DIEGO, CA -BAKERSFIELD, CA VISALIA, CA LOS ANGElES, CA PER CITY STANDARD 510-L AT JILL SHA LL HAVE RESTRAINED MECHANICAL 3·95 J LN ffi MISC CHANGES TO Fll{E SYSTE 3 2.7'15 J LN DATE BY DESCRIPTION REVISIONS 212 APP'D SECTION SCALE: 1'' 20' 6" COMPACTED ABC • •• .. 355 CONCRETE SPLASH BOX TYP APPROVED 38799 DATE __ ...c..1-_,2-:c•<---'-"~'------ DESIGNED GTX CHECKED WPA DRAWN GTX DATE SEPT 94 C-2961-B 16TH STREET PUMP STATION FIRE SPRINKLERS -SITE PLAN W-5231-S C-5 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT SHEET PSfl OFPSC.2. DATE & TIME: 01/25/95 15:50:JO Y\3894A\SCNPB004.DWG XREFS: SCNPB201 I SCNPB101 I SCNP8105 I 5GNPB001 I SSNPB355 I SCNPB106 I X\TYP\TYPJ55.DWG I -- u~----- ~ z ,: D ' 1 I I 4- A 4 12.1-1011 147 T-4 A4 4. I 14 1 ,. 11 -"::) i'r'PIC.AL. , S-f'LCf; 4. I 81-oll t )-w _J _J 1 7: A4 €>i...Ol"E GJ..o=&) I I I I I l !l I I >-11 ~I ~ l'\JAL L ~I I I I I I I I I I II~ I I I I I I I I I I t I I I A4 A4 el.OPE @TYP eLOPE L >-IU _j _j ~ I I I I I I I I I I I I I I I I I I I I I I I 1 r--J,4,IAL.L I I I I I I I I 11 ( s-1..0f'E e,ELON---- 0 I I I I I I I I I I I .?IM I I ~ I s I •· I I I " ,u '.Z \J' " ..l :I '--@ryp 4-'Pl-CS t '2 ,e I I ' ' ' i f>I. 0 11 i 8 1_0 11 i /?;, II '.:)-0 ROOF PLAN A-4 f<..OOF NOTE:5 (j]) ~OOF MA1CM/ SKYLlGi+IT, VS~IPf' LOCA.TION AeOYl:. 4:, OF Wb.il::.R PUMP tiSLON I ~OOF ACC~S M.ATCM ) VERlrY LOCATION v.llT~ LADDEI'. e,a.ow, 0CUW£R. ,AtJO 00!i'IIN6POUT, ~EE PSTAl1 .. 5 .. F'AltJT, 1,5 MVAC UNIT ON $ELF FLA-51-11~ Cl.Ui:e>. ,G Pl2-E:.FAE:if2'..ICATIS-D H~1'AL. COPll--1~ Pe?~ DE::.T,b.lL. CI~ -PAINT, eX~AU6T vet-IT, 51=:E (t~ MIN ~F €>L.OF't: TO te>E 1/411 f'Ef". R?0T, ~UIL.T-UP RmF -"Cl .c\6G, AM t:16.C&E FL.,, __________ . 4c::, L..e,e, 4 Pl' FG OF FlbE1iGIL6.rvG A-:::iPHAL-T PITO~ MOl='f'ING!-4@ 2& l.e>f;.100 Lee A&PHAL 'T F~D CC-16.T ____ . 7~ Lee, ~~VE.I.. ~u~...-ACE. ------. 4CV 1-ee JOHN CAROLLO ENGINEERS u~c~· 1---+--+-------------t=.-==I DAT[ \-'1.o•i, • PHQEN)(, AZ • WALNVT CREEK, CA SANTA ANA., CA , SACRAMENTO. CA SAN BERNARDINO. CA • TI.JCSON. AZ. SAN DIEGO, CA • BAKERSl'lD.0, CA ~SAUA, CA • LOS ANGELES, CA DATE BY A~.& •1.,1•• OCSCRIPTION APP1> IJ[SIGN[O p j R DRAWN p J R R£'11SIONS DAT[ I-"'\~ TD --:i Ill ~ \I.Ir;-l'I"~<t I leo T~ STt<:.EE'T PLJM f' STATlt?iJ Ar<cH l1E:.CfLIR A - fs,.OOF f'L-AH CITY OF NEWPORf BEACH UTILITIES DEPARTMENT ~J-•,:,231-s _;\-I SHEET r.,s li'.OF PS IY TI ,; z I 0 r D ~ 0 ~ 53 □ .,, n D D CD ~ !:1 z a ~ z 0 ~ . ' □ , ul JJ D < " z .m " ,, C ~ 0 CD z ;; -N .0 "'T\ G' rJ TI ,; z .. I 0 ~ 5 D O ~ 0 " D CD D -,, ,.., ~ D ~ ~ z □ ~ z w ~ . 0 ~ ~ ]] z ,,, 0 ,, C ~ D '" z ;; 1 1 . 1 / 105.5o1 FF I 14 ~ I \A3~ ~ .-1-------·--- L_ "? --------- A \OC\.~?,1J<QM ~~ ____ _,___, =t··--±~- _c;I ~='-' ~~3"-' .:...:TO:..:_H.!......4---lc-=·-· __ ,-_ ~ _ '102 . CJC) I TOM ~ ·>·c.·"c. c '· ' ' . 21 II I I -Q + DIETERICH POST REORDER NO. 145720 0 J.L._ __ E:] l 1 --·· --·--• -,----- . --. - ~ 3 ~ I , A3 1 /l,.3,' '2.1 \I ~-0 r· , 72 .cJ T-Z EJ \'2.'2. "?3 I '2. ( 11 p==i- 1--A-"'.?--1--1,..t:' F-I J cJ 72 1'-2 flP~ OPtatJ1rJ'9 SEE: M-2 I I AS cJ ' I 72 cJ T-2 e ----------'- JOHN CAROLLO ENGINEERS "'40(NX, Al. · WAl,NJT QIEEI(, CA SANToll. -'""-<"-A , SACRAMENTO, CA SAN 8CRNARCW-t0, CA • T\JCSON, AZ SAN DCGO, CA. • BAkERSF1£LD. CA 'w1SAI.J.1,, C,t, LOS ANGELES, CA APPROVED DATE BY DESCRIPTION APP'D. DESIGNEDp._Jfi: DRAWNPJ j2_ REVISIONS CHEC'Ft?l</+IF-~ DATE I _ '-15 I 1 \14.&G ICoT+! STREET PUMP STATIOI--..J 1-------------------- ARCH 1-recfLJKAL ELEYATI C:JNS ' CITY OF NEWPORT BEACH 1,..t-"?1.""1-s I\··:. UTILITIES DEPARTMENT SHEETfSl3 OFfS02 :!i z )TI \; C 2l j~_ E":XTE "I o fl'.. Pl N l 5H ~-HNf~.-. ~-+---·t-·-=-=-DOOR. ----··-•••• _J_.-t--1"HR.eSHO:t:a. ~ .. - 1N1 E~I 0~·51-,z,.;e, THRESHOLO o/8 q C:l"T'P 5 UM e>OA~ D ----.__ COF<..Nf:.F-1... 6E.AD -------~~;;;;;;;~· ~· -;_;,;_~j HM Fi=v'M E-----_JI a--+-D_O_O_F<._f_R_A_M_E_ ...... _s:::_G_Y_P_S_U_M_E:O_~_~_D_ ct1LI WAL.L---'IV /_II 1-..,, --~½.'1 i"IE,TAL-':;,TlJD F"i.Jl2.J2.INGj (B_ 2.4 II 0,C, ----f?ATT JN~UL-AiflON fiZOl-'1 Fl.DC'~ <;:,LAB -ro IZoOF- DE="C.j<::.. I i'-1 Gt 'llf-----'q'B II Gii Yf'"E;>IJ M l,,JAL,l-SOA~D c.:o.L..,.,.,;ss:·srop ~"' I u ---lo:--o:--s:-o:'""'"',--.:,-----,-t+--+-t-----1--+ r-t-~Y41ee11 . GLASS u -* -"' ~ ITTv1 Ff<-AME. . ---.. GAU LKING .... JAME, HEAD~ SILL SIM GLASS STOP 9'e1 x.I 11 ...-----1411 GLASS -:t -" ~ HM FF<-.AME. MULLION 1-t-1 LOUV Ef'< e, SC!<-ceN -r"ANSOM E>f.LOJN ---' V-J H E..~1:. QC:C U F-.S IL--seA L.ANi '-+--HM F~ME: C9 LOUVER-JAtv1E::> HEAD SIM 61::AL..A N 1--+..c........ DOOR. tvtASON ~y ANCHO~ 3 f'E:F--JAMb ..._ H M FR.AME:. DOOi<-. JAM e, HeAD Sllv.1 '2.4 GA ELASHING -LOUVER.~SC~EN TRANSOM LOUVER.~ sc~EE N j l~i L'.jYj~I GIi MULLION I .c; 3 x. '2 x.. ~/1.:e, vJ; ---7~ % 11¢Ab @ .z.411 i-+i---L. 0 UV e" ~ sc&EEN HM JA]vl~ C) HEAD I 1, II, A..!,: 11 • L 161> l .,-I i., 1 1 l l.OUYER. Ei SCfi'..EEN ---1-_ -,-.--,..)) '2.4 GA FLASH I NG ·,:..II (9 SI LL JOHN CAROLLO ENGINEERS PHOENI)(, AZ • WALNUT CREEK. CA SANTA ANA, CA SACRAMENTO, CA SAN BERNARDINO. CA • TUCSON, AZ SAN DIEGO, CA -BAKERSFlElD, CA VISALIA, CA LOS ANGELES. CA ----SE,A.L.AN1 DATE BY OCSCRIPTIOO REVISIONS HM Ffs..AME.---- I~ INSUCJ-.--r:lli!G Gt:ASS -· ·-·--:c..:;· -r:-~~~+-----'~J..:::.~A,....:::...,....:::...1---J. l'-JINOOV'-1 FRAME---- Sl:/"-L-AN T ____ ___, E9 JAME:> HE.AD SIMILAR 1" INSULA-rlNG . . ' ' _/_ GLASS. -~ «) I I - ~ IN I N DON E!V-.ME. --~ 00 o ✓ T "' SU-.L.AN1 o/i 1, e,-' z•• &,r, II -8 -HM FR-.AME. . .... 1,_ (9 7 C) WI NOON F'"AME: ceMEN, G !<-..OUT SIL.. L.. ----I--. u -'" JAM e, . ~ "" VE::P-:fl G-AL MULL I otJ - 1-J l µ Do W f'F-'.Al4E. [ 111 1tJ-su ),-.I 1-1 ~ ~E:: ~ l-A TI ON t.,i LAf:>'::> OC:.C,,LI P-<;;> 7 MULLION 1:1Ut-------·---i-111 1 Nsu L.Ar1 Ne GL.ASS SI LL ---t-MASON~Y CAF' f:,LOCK l<.oT+l S'TRSE1' PUMP STATIOW AR-CH l1E.CflJP,Al- DE.iAI L..E:, APP)) DESIGNED J 12. DRA\111 p J R CITY OF NEWPORT BEACH UlUTIES OEPARlM[NT lc-J 0 1 • i ai ': ~ . ' □ , ;;j jj • < I J:l z .~ n 1= ll ~ ►~- - ,,,.......- ~ ;,: 0 r 0 " " m 0 ~ " 0 U ~ ~ z o --~ z, __ Z4~A, C;:>.tJI. F-LA'? H I NG; .J ~ a C9 r-r--+---H. fv1 , P--12-A.Vl 8- ~~ ~/ 4'' "Jllll!l&--t------w 1r-J 001,J FIZAME:" At--1D '-"!l-A'?<::> -L.1iJ s-OF-)'1A<:;,01-.li:::-y 17f;'fONO W lt-JDOW I-IE:AD BANDLE! ~f-i11!---H I NG E ..,___ __ 111 F!--1610 INSULAT'ION l----~~STEELCUKb :ffl'*--I:,U ILT·UP F;.OOF E, Fl..ASHI NG ;~~,tt---~ a s M ec~e JAJ s 4 PE:~ SJDf:. [·-• =~YLl"HT 0,.cE-. _ " C) SKYLIGHI HAIGH EXiERIOF:.. l-ATH ~ PL.A:STEK CASING SEAL.ANT---_; 0 (§) EXTE~IO~ L..ATH ~ f'l...ASTf:" _ GAL.V tv1f:T f'L.AS,-E~ sc"el:D -l.OCATE -Pc:~ v'-IALL cLEV,A,.TIONS !,--PE.RP~NDICUL.A~ f'-JAL.L ~ IN rl ERE. OCCU ~S I I E9 PLASIER SCREEDS .-----------METAL Fl.AS_H U,LG CAP SHE;ET FL.ASH! NG ON FACE. OF CMU-~~~L -e,u11.r Uf' ROOF ZJLJ I l...]"_.-_JJf'_ &DO F ---- L8>'-47'-1/z W/ '?/4f 11 a$ A,B @ 24°dc. GI NIEfs..lOf<. V'JALL. ~-J¥C 11 N IT Nl;OP RENE. GA::S~K:E::T-:_ ==~~;~~~--'2.'l GA FLASH lNG 1'JAI Le~ _ --e>UILT' ll~-~0F SHAPED Z >'-----~~?tx M,.,.._INTAIN L.E:VE:.L iOF' - - - (9 A/C EQUIPMENI CURE> ~N,----""" ---METAi.:. --_ ----- C LAM PING 1'1 NG --------1~-EXHAUST owcr FR-t=F01'M ED Z4G:,,A\ GAL:V M!:T l',;. L -- FLASHING---._ S EAL~ T-------._ E:>U I LT· UP RCOF + ~ C:)f<.OOF PENETRA"TION JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK. CA SANTA AN", CA • SACRAMENTO, CA SAN BERNARDINO. CA • TUCSON, AZ SAN DIEGO, CA -BAKERSFIELD, C.t. IJISAI...IA, CA LOS ANGELES, CA DAIE BY DESCRIPTION REVISIONS --~-.,1, -•-F:XiE:R.lOK LATH .s;-_: ___ . PLASTE~-~ '. . ' .- ~-PJC.EFAB~ICAreo MeTl\l. COP"'JNG -~"".t Yt.11 4> )\ ro" AO @,4.t.allMA><. - --------·---------~ ---- C) PA~A ETCO ING PKO\/lDc COPIN/2 E.XPANSION JOINT@ 10'·011 M,.,.._)'.. E.X T E: ~ I D 1' LATH ~ FL.ASTE:af.:. . 24GA GAL.V MET FLASH ING (9 >( z ( I ~ ~ -0 "Z. ~ -IO ~-1011 CMU ~ RE:VEAL -:1:n~:1-sJE~PThJ:-:-:-@Jy[O ~-&::::__- -i~ l"'AN s roN:F:L;IJG St~l?iO 1.:r ~-::tlJ-CMIJJ -:___:__:_ ~II C::.A.NT 5T~I P E,,U IL. T-UP R.OOF 8 1'JALL FLASH I NG 1Co T~ ST~EET PU NP S'TATIOt--1 J\RCH 1-r ECTURAL DL:7"AIL6 C-2."101-B CITY OF NEWPORT BEACH ~J-5.2.~l-s ,A,· 4 UTILITIES DEPARTMENT SHEETP51:,0f P5w2 -\J 0 ,. G' l" 1 !"" 517 t__: 1----~------l--------~---.. I NO, T'fPE W \-\ 1 COQE ft:,,.CE Fl l'~ GL I f:,. r::)-011 -{011 l~/4; \-1.M. l-l--1'-'1 ?1 I' - 1~; ---1-----k-~-~j r ---+--1=--=-1+-l' ~ 1--· _f'l_-+_b. __ -4,_4--_ <---<--+---+-· ·-. --1''1---➔''---1' ___ 11-----1------tt-' __ .,, ____ -l -,1----ll--.J---+- I ?, A I I ! f · ---+----+.--Jl------l--t--+---+~---1---l=-l----l~cal---f=---l+--+--+-- 1--1. N I 4 A. 2.4 ~I, 7T IJt: E:17 '51 \j_ I i UL ~f)W f"1Qc: ·101::T Rhl\NG NO. -- -cl. zl ,> l----+---+---+---+---+---l---l---ll---lll---l---+--~-·-•----,>----+---••--·--lf-----llf-------11-------------~ 2~ C 3 1-0° 7'-011 I 3/41 HM HM PT _ HM PT 393/TS 393/T' _ 343/T, fil l-----ll----1----I---.J----1-----1----l----11-----11----·-H----·-·-·-······· -.... ---------1 z& Gi ei,'-4 11 7~0•1 l~/4'1 Ht-'! H-M f'T -l-ft-1 f'1" 1½? 11'«-::, i?"A'3 °'/A4 --I PAIIz "31-211 "'-7 1-o" i----4----1----+---+---'--+--------· -·--··--ll------1----11---+----1-.-'-:..;:_-..,..:...:.:c.-1------I-·-'---+-----·----------ii!---------,"'"" ·----·------·---= ,-... Z7 H '?1-011 7Lo11 1"?>/41 Ht-1 HM f'T -1-fn FT 1¾5 11;,A-5 '¾.'? ¾4 --I 802. S04 IA\ NDOW ?C-H~17UL.-r:,, NO, w ;,,<. H MAT. Gil.AS? f2ATIN~ A 101-011 X 3 1-4'1 e>TL. ¼.nt1~ - B 101-011 X '!'5 1-4 11 - C. 10Lo'1 X "3'-+11 . , "10 1'111,J. D 101-0° x 3 1-4'1 "f' ~0:-;11..:_ N D -. -UL.. ~ I O~Q" )( :3'-411 ALLI t1. !11.:ret1 P. - f b'-e,lt ;,<. ::,•-411 - ~-h'-?.>" X 3'-4 11 - H <b'-&" ;,(. ,l:,'-6'' -- 12-i., VIA P-~ '? - I I I ~ 2 2 z 2 z. PT cof-1. A,:::..e;,r: 171,-JL. 1712'.-":;>. F: F: -I~----, ' --, PT L.c"c>.T, C:.O JC J;c. t;o TE=· At:.OU0TI,;, 11 l.E- 012-;'WAL.L (G.YP?U H e,oAJ?-.D) 170012-S, F'AC..TOIZ-Y P-1 rJ l""::>H 6jL.t>.~ 0 r I t ':>· 4 . ':i· ! TT . ( ,- I / ' / ,I ~-/ \_ r- \. . D t 61-4 \\ z'-o'' \Ql. 0'' '!>'·.\11 t r:,•.4•i 1,·3•. 411 - ~ . I ____ , ___ j ___ ,( I-- ---- --_I --- - I (9' .fio __ j_ st / ' ½§I 7(> --~,c;_ - \, '\_ TeMf: GU:.03 i,HO ' \.I. t--1• F!<AMES. \..' /v / // "' "' ""· / / / "' "" '"' "' / / I I C ·",,. I ... ''> / / "'-.. ' ', '-.' /, // // j I/' ?"Ii' I ' I ,,-'-> .I - 0 r 12.0LL-t:;,Ol,,hJ fllZ-Ec ,'.;lli2'.""lt.>.1µ AT '2-H i,:. i,J t,. L L -C.tv\.ll. \Nb.Li D □ ....... / INT t::.RICJR P fZOV I D 6 111 HJS ULA T, tJ <fi ""IL-Af:,S, AT T~LE:cVl ec11Z-1 ~001"7 Hardware 1 (Exterio~) 3 hinges :_ each lockset :. each closer 1 each threshold 1 each door bottom 1 set weatherseal 3 each drip 1 each drip 1 each 1 each stop Hardware 2 {Exterior) 3 each hinges 1 each panic device 1 each closer 1 each threshold 1 each door bottom 1 set weatherseal 1 each drip 1 each drip 1 each 1 each stop HARDWARE SC:-IEDTJL::; :'A2JH 32D 4-1/2 X 4-1/2 N,R.P. X 626 D50PD x Rhodea x 626 4040 with hold open 254A 222AV x 30 inches 303AS 1/36 inch 2/86 inch 315 DV 3 4 5 L> security cover plate at lock W97x626 TA 2314 32D 4-1/2 x 4-1/2 N.R.P. X 626 99-L X 260 4040 with h~ld ope~ 254A 222AV x 36 inches 303AS x 1/36 )nch, 2/86 inch 345 DV 345 D Security cover plate at lock W97 X 626 Manufacturer McKinney Schlage LCN Pemko Pemko Pemko Pemko Pe:mko BEW McKinney van Dup:::-in LCN Pem:<o ?em:.,;.o ?emko Pemko Pemko BBW . B / '\_ / I \_ / / \_ \_ / \. // \. ..... / / "-, ' DOO~ AN 17 FIZI!>. 1"'1 E;. l,.J H~~Ec -:;,i-lOWIJ o~ F-L0Ol2c f'U>.N 0-2 Hardware J (In-:.er:.or) J each hinges ~ each pan~c device each c=-oser each door bottom : each weatherseal, : each stop Hardware 4 r Interior) J each hinges 1 each lockset 1 each closer 1 ec:1ch door botLom 1 each weatherseal 1 each stop TA/314 32C 4-1/2 X 4-1/2 *626 99-L-X 7.6D 93-L-F x 260 (door No. 11) 4C40 wi-:h hold ope!'_ 222AV x 36 inches 3::;3 J,._.s x 1/36 inch, 2/8E-inch W97 X 626 Hi. 2314 32 4-1/2 :X 4-1/2 X 526 J SODP x Rhodes x 626 4 r.; 4 D wi -:.h hold ope:r_ '2?2AY x 36 inches 3::;3 AS x 1/36 i.nch, 2/BE, inch W97 X 626 Hardware S (Monorail D:::ior) d each panel hinges 1 ~ach lockset \active leaf) J each chainbol t \nonactive leaf) 1 each upper panels 331911 4-1/2 X 6 X S.S. ~ 50DP x Rhodes x 626 SP1055 x 6" with surface strike Motor ope-2:"ation ?. aRtregal upper and 355 DV lower 1 each foot boll SP 1056 x 61' with f_oor strike (nonactive leaf) 1 each drip 2 each stops 1 each 345D X 96 W97 X 526 Secud ty cove::-plate ar.. lock McKinr_ey \iO:". JJi.;.prir: LCN PemK.o Pemko B3W McKinney Sc:.lage LCN Pemko Pcm:-{o 3BW nac,er sc~~~1age Sla:r:ley Door Ma::1·..;,:Eacturer Pemko Stanley Pemko BBW J h'-?.11 X 6,1-8,11 I< t;)-511 ;,<. c-6" -2 3~•t'' :,.: 01-8'' ""I 1.-. l1A? -r: ?, s.v. vta'::>o 1-.i ~y-~o~J,::. P-E;;TE:-H 11.-:,oi'J R-Y UN IT':? TOP Sf:cT -~::!!!!!!!!!l~---r--------,-------------------,,-...,.-,-----------r-,wrwvro-----.-----;::--:;:-:--'.::::;:::;:::;;:-;;:;:--'---, ::'.:ltle:e::T v1!..IYL-r-APPRovED IG TH STREET L. -2. M 14'-t,1 I >< 2'--a• -2 ~ ~-o" X :,-41' ' -.. , -z f.JaTF-c : 1 . Ci LA~=> ,o e,a 1/4' c:.1.-&t-.12 , Te~f"'f:f-E:i? :2,t;I.ASC:;, TO BE':: Y4" ~I-A!2. 6i-<OIJZE: 1 TE:f1pf.::~EcD ::,. GtLASS -ra BE-111 C.l.-1:;;b.1<. ~oi.JND IN.S,UL--ATl:oD !Z-E':PE:12!-Tv> ~I.-f'.VAT!DtJ-b F't7f2. i,,..i1t-loo1AJ ,"(P1:: ,&t..Jv couf'1Giu~,c..T10N DIETERICH POST REORDER NO. 145720 JOHN CAROLLO ENGINEERS PHOENX, '-Z. • WALNUT CA£0(, CA SANTA ~A., CA ~TIJ. CA SAN BEmtAROa'IO. CA rocsoN. /u SAN DIEGO, CA BNUR'SflElD, CA ~•. Ci LOS ANal.ES. CA DATE BY DESCRIPTION APP'D. DESIGNEDfJ~ DRAWNpj REVISIONS CHECKED I, 1 DATE I 4 r: F J R/+ifi -7 PUMP STATION /'. l<.r. H 1 ·1 E:. ( ·7 LJ r<. ,A, I. .. SCH EL)lJLES CITY OF NEWPORT BEACH UTILITIES DEPARTMENT SHEETPS I«> OFfSw2 DIETERICH POST REORDER NO. 145720 Lil 2 _J c;;,1. oll 10 l_o II IVLO. ~1-411 µOTE: VlAX.I VIUf-1 HE:l~HT Of -S,TO~~E. ".:>!-IALL-BE 1'2. F-E:E:T. & J801J !:.)( TE:.N5I0fJ ( STOl2-AGJ E Of-l,s..J ATEc R. S'(~:iTEl-1 1--'lATEi<-IALS) & @,1 ® ~'.411 ,.,1411 :; . M.O. ' t'--1 EB / E.LECT R':::,..NE.L G11 ME:TA'... STUDS--++ @ 1'2 11 ac-. w'IT!-j EY.ti' II G-(f! et'AF"t:? AL~ <=::>Joe<;,, Te> ~f <Si~Uc-T le>I~ e,,11 --- !41-e:,11 I"'.. o. A ~?'Vt (~ 81-011 10~11 11 leoei -tH-1:----J TEL RN. -----, I I __ J "'---+1-+41)<.e,I)( i>/4.ll PL·1\/\JO- e,c.c.,-,:tx)C:,.f.2,00, <D I ~ ~/@) c;l,OII 31-4' d-e}1 4 1-011 H. Q, t--1.0. ' i J . ·' -Cl ' 0 . ,. ® -<i) ~ ' ~ ~ ,. ' -s:j- _\ ~i . . ~ ' = . ' Q> () I;:)- ' -~ '-'l L--t- -C . -0 T -\ "" -sf) -------j@ r--f2.c:>OF!t-.l?i 4 11-JSULJ>.i!OtJ '----META-L !COOF 1:;>ec&K-I iJ Gt ,.___ ___ <PII 1--'lE:-T'AI~ 0TU17 112'-AC-~ ,zoc;.b.. ATiAC-1-t TO D~C. ~I i-J ~ W /.:IF 2> 0 .!-4 . ,S.::::.P-F-.W"" '3--2411 O,C.., ',&-jff-----<:.,11)(.'2,o~A Vl~i~l.. ~TLlDS> @.i&II o.e,. i:,/t3,' TlP'E:; 1~1 '-l'(P: Ex:;>Al2,D E:PG-H "::>!Pe ,----G, 11 t-1 ITAL. '?Tl.I 17 'fl<; AC.k. '2.0e:1.A. Ai-,k:.1-tOJZ.. ,o P-LCOIZ i,.J / 1+ I L-1 I DI-I ·'::>2. f'~C I c:.E!>o =lt~o~e>)@ 2411 0,C., I ---.J .. ' . -€':JI.J\L'T-UP q,OOFING -+---Ma, b.L FL 1::.. 0U Lt-\c:;, ~--. ~~--- / -~\G\0 IN'?UL/StlON ,,~----ct:,.P c.,;1-1ec0 ·, fL~\Jrb er DIETERICH FIOST REORDER NO. 145720 ..ic,,;+------ME,t,.\_ CeC\<'..\t,.IG -• ,.-----311 C/;,,\'-IT ~< l~------~1;UCTUR~L HR/:>.N ING I :r 9 10 iJ ~ :I: PU 1-1 F Bl.. I:? G. E: ><-T I:: f-J '51 oh! -"·-- I I It\ I I ~ 17\ I I ~01!VI. I I I I + I - I "' I I "' ~ 7.10 I I I -1YF. Of 11 I;:) ' I I -"' I - I I BLPG. 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Si=:,£':,@ PAINT ' b.4 . / -1--- ' ' -+ __ , - ' C I--.----- - @ f20l.-1..·UP HE:.iAL OOOFZ. !ZE:'.FE:~ To c::l:.?oF2-~1-11::DULE.. @ M~TAI-J Gl.AGS WII-.IDO\)./. (reMP~F<E.t? c,;.L.A'S><S>) @ 1 II ~,)(. TE:.P-10 f2. rJLA5Tl::F< CJVl":.-f<I. F-U f<f;E: t 1 f.1f:::l .AL. L..A T i-1, @ FL.ASTf-F' SC.Fl,IS,F,,:.P • f?A,,lw-r @ Mr:.TAL. J2E.-vl:::Al-~ PAlt-Jl @ C..OfZl~E:f2 GUAP.P A7 f2CJL.l.. ~UF Ml::'.1AL POOF'S. - -I _I· . ' ' . . . • .. . - --- --- --- ~, --' - -c-, _ ' ,_ ' - I ---~ - ' C-2"!'11-E, --------------------------~----,---.------------...----------------------.....1---~ APPROVED I& TH STJZ.E:.E:.T JOHN CAROLLO ENGINEERS N--IO(N··, .'·., WALNUl ~EK, CA S,lNTA "'"-C.1. 51 -~,.,MOUQ, e>, 5,'.J,t OCF !ARDIHO, ". illCSON, AZ SAN DtCCO, CA 6-' XEP.SflUD, ::A v ..-;SAl.JA., :A ,.VS ANCD..[S. CA 1-------1---+------------1-----1 PU t-1 P STAT IOt-J UTI I I, DIRECTOR Ai:;!CHITE.C.TLlRAl- l-------1---+------------1-----1 R,C,E, NO, 36~'l'l _ :;,r:-; DATE E:)(TEN<:,ION -1::-LE\/f:1,TIONS I--DA_TE_j___sv_._ ____ o_E_sc_R1P_r1_0N ____ LA_PP_'D.-+-=,-DE=s l=GN=ED-'-p J"'-'--f<+=D=RA""w_N p---=-J_._1<,'--1 CITY OF NEWPORT BEACH W -'?23 I -S A· 8 CHECKF~f'-/~P: DATE I -41;" UTILITIES DEPARTMENT SHEETPSl"I OFPS02 REVISIONS ~ J: 0 5 , ~ B " D □ u m O ; ~ z i5 !, z er 59 !JO.OD" TDl1 SOUTH ELEVATION SCALE : 3/16" = 1 '-0" EL~VA1ION NOTES 0.1 FINISH GRADE: LINE. O. '2. f<.,OOF LINE 0,:, 4-I 7.S 7 ,CR 8.1 8.rz. 6.3 B.4 B.S 8./b 9.1 'l4 9. ::i 10.1 Fl~ I SH f'LOOfZ LI NE CM U riA'-L- SGUPFE:f~. 6 oorJN5Pou-r-sEe 44i::>/1"-7 4 44'1/T-7-f'Ali'JT WIETAL f'ARAl"'ET COPING -SEE:. DE;.TAIL-1/A-4 -P'Alf..lT ROLL-UP METAL DOOF<,,, f<.,e,i=E.R TO DGDR SCH EDU LE DOOi<,. &, LOUVER • REFE':fZ TO DOOf'--. SCH EOI..Jl..E LOUVE.i<-E, t,.,1 E. TA L FRAME.· Kc f e.R 10 000 f<-. SCH EDU 1_ !:: iVIE.TAL.:, G 1-ASS V',11NDOV'J{1E:.MF'GLASSJ Cf<..l"-NE DOOP-·f<.E.FEFZ TO DOOf<--SCHEDLII..E ME:TAL LOUVER Si ME"TAL fi<.AME. 111 EXTE~IOfZ f'LASTE.R-.OvEF<,. FURRED META'-LATH F'LASTEF-. SC,"<-EEO • PAI Nf METAL REVEAL-PAI NT COf<..NER GUAR..D AT ROLL·UP OOOR,S NO. 28 29 30 31 32 TYPE A A A - C C w 3'-0" 3' -0" 3'-0" 3'-0" 3•-0· I §) I TYf'!CAL O{)DR_J f LDU//£/i DOORS SIZE ' H T CORE 7'-0" 1 3/4" H.M. --- r-o· 1 3/4" H.M. - 7'-0" 1 3/4" H.M. 1·-0· 1 3/4" H.M. ' - 1·-0·· 1 3/4" H.M. Df MATERIAL FACE FIN H.M. PT H.M. PT H.M. PT H.M. PT H.M. PT 9 9 DOOR & FRAME SCHEDULE FRAMES DETAILS ------- ~---r-- MULLr: ------- - ' UL FIRE GL MAT FIN JAMB : JAMB SILL RATING I 1 ()''SQ H.M. PT B/20 -5/A3 5/A3 - -' ------· -..... ------------------··- 1 O"SQ H.M. PT B/20 -5/A3 5/A3 -- -------------- 10"SQ H.M. PT B/20 -5/A3 5/A3 -- J------------- 1 O"SQ H.M. PT ,393/T-5 393/T-5 -393/T-5 -- --------------------------------- 10"SQ H.M. PT 393/T-5 393/T-5 -393/T-5 - - .t!Q1E,; DOOR GLAZING SHALL BE W/WIRE GLASS. JOHN CAROLLO ENGINEERS PHO£NI), AZ • WALNUT CREEi(, CA SANTA AHA. CA • SACRAMfNTO, CA SAN BERNARDINO, CA • lUCSON, AZ SAN DIECO. CA • BAAERSflELD, CA VISALIA. CA LOS ANGELES, CA HOW SET NO. 2 ------- 2 --------- 2 - 3 3 NOTES: 1. FOR INFORMATION NOT SHOWN SEE DWG A-2 & A-5. ' ............. 1--- ......... ..1 .... 7l' T-2-. NORTH ELEVATION SCALE : 3/ 16" = 1 '-o" REMARKS LOUVER AND FRAME SIDE LIGHT LOUVER ANO FRAME SIDE LIGHT LOUVER ANO FRAME SIDE LIGHT -------- PANIC DEVICE PANIC DEVICE C-2961-8 APPROVED 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER I---+----+---------------+---l -(A-CT-IN_G_J -U-TIL-IT-IE_S _M-AN_A_GE_R_ 1--------AR-C_H_ITE __ C_TU_RAL ______ _ R.C[. NO. __ _ 3/96 JE 4 RELOCATE DOOR DATE BY DESCRIPTION APP'O REVISIONS DATE ______ _ DESIGNED HRR CHECKED DRAWN RCP DATE NOV 1995 ELEVATIONS, DOOR & FRAME SCHEDULE CITY OF NEWPORT BEACH W-5231-S DA-I PUBLIC WORKS SHEET OF DWG LAST EDITED BY· HCP USLH LOGIN TIME. JANUARY 16, 1996 8:08 AM DWG LAST EDITED ON. 01/16/96 11.08.36 owe NAME H\NP_BEACH\3894B\SSNPB05J [,W, XREFS: SGNPBOOl .dwg I S~jNI 'H~05.dwg I SSNP0506.dwg I SSNPBS 1 S I GENERAL: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. VERIFY LOCATION & SIZE OF OPENINGS AT ROOF, FLOORS, AND WALLS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS AND AS REQUIRED FOR EQUIPMENT FURNISHED. FOR ADDITIONAL OPENINGS IN WALLS, FLOORS, AND ROOFS SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. 5. DESIGN LIVE LOADS; A. ROOF: B. FLOORS: C. SEISMIC; V = ~I; W D. WIND: BASIC WIND SPEED = 80 MPH V = Ce Cq qs I 20 psf REDUCIBLE 200 psf • Z=.4, I=l.25, C=2.75, Rw=6.0, W=TOTAL DEAD LOAD Ce=1.2, Cq=1.3, qs=16.4 PSF, 1=1.0 6. CONSTRUCTION LOADS: STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. 7. INSERTS AND SLEEVES FOR PIPES, GA TES, ETC. AND EMBEDED ITEMS SUCH AS CONDUITS ARE SHOWN IN MECHANICAL AND ELECTRICAL DRAWINGS. FOUNDATION: 1. FOR GEOTECHNICAL DATA REFER TO REPORT BY CONVERSE CONSUL TAN TS DA TED NOVEMBER 3, 1993. MAY 9 , 1994, AND JUNE _1. 1994. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 3500 PSF. CONCRETE: 1. REFER TO SPECIFICATION DIVISION 3. 2. LOCATION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ENGINEER, IF NOT SHOWN ON DRAWINGS CONSTRUCTION JOINTS SHALL BE ROUGH AND CLEAN. REMOVE LOOSE AGGREGATE AND DAMAGED CONCRETE; REFER TO ~ AND Lill Q37 Q37 3. PROVIDE 3/4 INCH CHAMFERS AT ALL EXPOSED EDGES. 4. VARY THE TOP COVER OVER REINF. IN SLABS AND MA TS TO ACHIEVE THE SLOPES THAT ARE INDICATED. IN CASE WHERE COVER OVER REINF. EXCEEDS 3" SLOPE TOP BARS TO MATCH SLOPES INDICATED. 5. FOR ADDITIONAL CONCRETE NOTES SEE ~ Q37 REINFORCING STEEL: 1. REFER TO SPECIFICATION DIVISION 3. 2 PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS. ETC .. AS REQUIRED TO SECURELY HOLD STEEL IN PLACE 3. 4. MAINTAIN 3 INCHES MINIMUM CLEARANCE BETWEEN REINFORCING STEEL AND PIPELINES UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL SHALL BE LAP SPLICED PER@ALL BARS SHALL BE DEVELOPED BEYOND POINT OF TERMINATION, AS SHOWN ON DRAWINGS. IF DEVELOPMENT LENGTH IS NOT SHOWN, WHETHER HOOKED OR STRAIGHT, DEVELOPMENT LENGTH SHALL BE PER ACI 318-89. 5. ADD BARS SHOWN ON THE DWGS ARE IN ADDITION TO BARS SHOWN IN ~ CONCRETE MASONRY UNIT: 1. REFER TO SPECIFICATION DIVISION 4. 2. REINFORCEMENT FOR MASONRY SHALL BE SECURED IN PLACE IN CONFORMANCE WITH THE DRAWINGS AND APPLICABLE REQUIREMENTS OF THE UBC 91- 3. GROUTING: ALL CELLS SHALL BE SOLID GROUTED. 4. MIN LAP FOR ALL REINF. BARS SHALL BE 48 BAR DIAMETERS; ALL JAMB SPLICES SHALL BE 62 BAR DIAMETERS. 5. VERTICAL REINF. FOR WALLS SHALL BE CONTINUOUS FROM FLOOR TO ROOF WITHOUT SPLICE, USE OPEN END BLOCK AT VERTICAL REINF. BARS ~ 6. PROVIDE ~ SPECIAL INSPECTION FOR ALL CONCRETE MASONRY WORK. 71 7. FOR MASONRY DETAILS SEE T-2 STEEL AND STAINLESS STEEL: 1. ALL MA TERI AL AND WORK SHALL CONFORM TO THE AISC SPECIFICATION. LA TEST EDITION, FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 3. STRUCTURAL STAINLESS STEEL SHALL CONFORM TO ASTM A276 FOR BARS AND SHAPES, TYPE 304L OR 316L STAINLESS STEEL. 4. UNLESS DETAILED OTHERWISE. ALL CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER HIGH STRENGTH BOLTS. HIGH STRENGTH BOLTS SHALL CONFORM TO A325N UNLESS NOTED OTHERWISE. LOAD INDICATOR WASHERS: ASTM A 325, TYPE 1; STEEL WASHER MANU- FACTURED WITH PROTRUSIONS ON ONE FACE OF THE WASHER AND DESIGNED FOR USE WITH HIGH STRENGTH BOLTS. AS THE BOLT IS TIGHTENED, THE WASHER PROTRUSIONS SHALL PARTIALLY FLATTEN TO A SPECIFIED GAP, INDICATING THE DESIGN BOLT TENSION HAS BEEN OBTAINED. 5. EACH CONNECTION SHALL HA VE A MINIMUM OF TWO BOLTS. 6. BOLT SPACING SHALL BE 3 INCHES. UNLESS NOTED OTHERWISE 7. MINIMUM EDGE DISTANCE (DISTANCE FROM CENTER OF BOLT TO NEAREST EDGE OF PLATE OR STRUCTURAL ELEMENT) SH/\LL BE 1 1 /2 INCHES FOR 3/4 INCH DIAMETER BOLTS UNLESS NOTED OTHERWISE. 8. ANCHOR BOLTS SHALL BE PER ASTM A307, UNO. 9. ANCHOR BOLTS FOR EQUIPMENTS SHALL BE SLEEVED PER ® 10. ALL BOLTED STAINLESS STEEL CONNECTIONS SHALL CONSIST OF STAINLESS STEEL BOLTS. NUTS, AND WASHERS. WELDING STEEL: 1. ALL WELDS SHALL BE MADE IN CONFORMANCE WITH THE LATEST EDITION OF THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING SOCIETY. 2. CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF STRUCTURAL STEEL. 3. ALL WELDS SHALL BE A MINIMUM 3/16 INCH, IF NOT CALLED OUT. WELDING ALUMINUM: 1. SEE NOTES 1,2, AND 3 UNDER WELDING STEEL. STEEL DECK: 1. STEEL ROOF DECK PANELS SHALL BE 30 INCHES WIDE. 2. ALL DECKING SHALL BE GALVANIZED 3. THE MINIMUM END LAP SHALL BE TWO INCHES, CENTERED OVER THE SUPPORTS. MINIMUM BEARING SHALL BE TWO INCHES. 4. FURNISH AND INSTALL CLOSURES AT DECK END, EDGES AND OPENINGS. 5. THERE SHALL BE NO LOADS SUSPENDED FROM METAL DECK UNLESS NOTED OTHERWISE. 6. THE DECK SHALL BE A MINIMUM OF TWO SPANS IN LENGTH. LEGEND INDICATES DOOR. INDICATES WINDOW. INDICATES ROOM NUMBER. £ SPECIAL INSPECTIONS: SPECIAL INSPECTIONS ARE REQUIRED FOR: • REINFORCED CONCRETE • CONCRETE MASONRY • WELDING OF STRUCTURAL STEEL & MATERIAL STRENGTHS: CONCRETE: ALL CONCRETE STRENGTH SHALL BE 4000psl MINIMUM AT 28 DAYS. CONCRETE MASONRY UNIT: MINIMUM COMPRESSIVE STRENGTH OF 1900psi. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. JOHN CAROLLO ENGINEERS DATE BY DESCRIPTION PHOENIX, AZ • WALNUT CREEK. CA SANTA ANA,. c,11. • SACRAMENTO, CA SAN BERNARDINO, CA • rucsoN, AZ SAN DIEGO. CA • BAKER'SFIELD, CA VISALIA, CA LOS ANGELES, CA REVISIONS APPROVED CHECKED RMS PAJ DRAWN JAP DATE I 95 C-2961-B 16TH STREET PUMP STATION STRUCTURAL GENERAL NOTES CITY OF NEWPORT BEACH w-5231-S S-1 UTILITIES DEPARTMENT SHEET PS20 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 24, 1995 1:15 PM DWG LAST EDITED ON: 01/24/95 13:25:23 DWG NAME: H:\NP_BEArn\3894A\SSNP8001.DWG XREFS: SGNPBOO 1 I u \;: z ' I 0 ~ r 0 ~ B m 0 " ~ ~ " 0 0 " m D " ~ ~ "' ~ e z a , r z a < C s ~ • 0 -' jj rn > < .. " z f" 0 ,,. C ~ 0 cc 7 jS A1---------.--------0 COORDINATE 0 PER DWG. C-1 i ~ ......... t: 0 / / / TOM@] RETAINING WALL 0 -------, B I S-4 I I I I 5 4 6 7 8 9 KEY NOTES: SEE DWG S-9 FOR VALVE VAULT. MATCHLINE SEE DWG S-7 FOR BUILDING DIMENSION. RETAINING WALL SEE DWG S-4 SEE DETAIL E ON DWG M-8 FOR HVAC PLAN. CHLORINE CONTAINER TRUNNIONS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE DWG M-2 FOR SIZE AND LOCATION OF OPENINGS IN GRATING. 8 9 ffi ,-- 1 I I I I I I I I I I I EQUIPMENT PAD -VERIFY SIZE AND LOCATION ON MECHANICAL AND ELECTRICAL DWGS. SEE DRAWING NO DS-1 FOR STRUCTURAL FOUNDATION/ FLOOR PLAN BETWEEN @AND(V I 26 13'-8" 16'-0" 8'-0" 98.50 106.00 BOF 97.00 W1 BOF 97.00 SIM~ I s-,--i__ " ' / 71 T-2 85 T-2 W1 12 25 35 SEE DWG A-2 FOR TOP OF MASONRY. I 106.00 I INDICATES TOP OF CONCRETE SLAB ELEVATION. FOR STRUCTURAL NOTES SEE S-1. 7 ' 15' -o" HP 106.20 ' (TYP RNERS) BOF 100.00 ---- B. 1 BOF 1,(.11,-F-=--:=t-=:..;;z:=-•=--=--=i=-=c=~=--J=;"l=---:7' 7 2-/17 7 i - -+-J 105.50 I W3 I C D C 90. 00 u_____..---o ~-, ---1---=----1 b lo in I ~ "' ::! .... 1+----~ --1------------l:J',,'1 .... I .... ,..._ I "' in "' in I "' ,..,. I .,., b I 0 b I ... COORDINATE 0 PER DWG. C-1 2-#7 LADDER TO ROOF /15@ ff' W3 DOWELS TYP 0 2'-6" • A GEN ROOM SEE@ "f S-4 Ill -I "' I 105.40 lo '.,-I --, I 0 FLOW LINE (.) ::! OJ .,., 98.90 2 I S-5 I 105.40 I C.J ...J ...J ♦ ' -0 I ' \ I ~ . I 99.00 "' 7'-2' I I t I It + 98.70 \_ 21 \=\ rt_ (/) FLOW LINE 98.50 ' / 99.00 D ' / l\l ~ 12 5-4 / 1it , ";:J i= -· / l\l ~ " I \J ce / 0 a. C.J. I /1-l--+---'-.:......+~~r--------+--'----.--f-------------,------,,~--------V I G S-4 .... t I ~ ~ D HP D ·1 105.50 '.,-t D D I ... (J) D - ROOM FINISHES l05•5o BOF 99.00 W2 #5x6'-d' @ CORNERS \o I ... !804! 6" CONC SLAB W/#5 @ 12" EW MID-DEPTH OF I 8'-10 D C.J. D 1" INSULATING GLASS I ~~WINDOW ~'-c---- 1 BOF ~ E S-5 I 99.00 i,:, I I ~ ®: :0 !805! I I TELEMETRY ROOM +---1 E.D. 0 E.D. ~ 0 (.) PUMP ROOM E.D. 0 I~ I 14'-3" 8'-0" (TYP) 1 4'-6" SQ x 1'-6" THK E.D. --:, 0 (.) I 6" CONC SLAB +-l--11t ~+--+----'--'-_;;_---t __ __,~>---''--=---'-'-'-'-'-~ t [_ FOOTING AT PILASTER I W//15 0 12" EW 2,_rj' I b .J FOOTING & PILASTER W/5-/16 EW (B) 7 I 2" SAND OVER I Jl= I ( ) I 8 MIL VISQUEEN~ 12 I o 1 1 7 TYP 6-PLCS 1 L---------------~ ___ --------------~ L __________ J / J-'T,7", /77",, ,,..,,:= - - - - ' ' ' / / / / / ----, SLAB (TYP UNO) ~J E.D. I I, I 0 ~~ /15 x 5'-()" (TYP) '.,-0 I ::ii .,., I I I I I G)/ ---©\-sor------Q ---- ~ L __ _ -~ ·~ 4•-0" 3'-4" 3'-4" 6'-ff' 6'-811 12'-0" 6'-8" 9'-4" MO MO MO 99.00 BOF ~ D I ~ T-9 lfc\. ~ ~ I\::/ b ~ • 9 I ~ ~ !803! I - : CHLORINE ROOM D 6'-8" 2· MO I I I I I r-c1--1=-e1I L:.::'.:~80:'..I I '.-, I \ I I I I I I I I I I RIM BL I I L+"-'"'-"-'"\J I 8'-6" I I I I I I I I 106.00 C.J. /f5x6' -o" @ CORNERS (TYP) F S-5 24'-()" jso2j SCRUBBER ROOM l_ __ _ 6' -ff' 6'-0" MO HP 106.00 b I OI SQUARE 12•-o" MO I I Li 11 I 600 I T-9 ~ I AMM M I !801 ! 2'-4" C.J. 8'-6" 5'-3" l.\1BQF J-:__ ---@ -~ y 102.00 6' -8" 2· -s'' B' -o" MO / I I I I I I I PANEL I SEE I i--. I lo m I ix, I r-. ~ "' ... 106.00 ' MO 20' -0" 60' -(J" 34' -8" 20' -0" w ---~-l-----~-=-"'-------+--1------------------------~~~--------------------==~~------~~_e~'.,_ _ _l:==:J___.:"....__~..i-..>------------~~~----.L.'.'.:_ ______ ..j.. ___ ~~-~~:_l!_------~5 r-+-t---------------+---------------------------------+---------------__:1.::::60:,:_'_-.::::0~"--------------------------------------------------------------~.IGG CEILING SUPPLY AIR REGISTER ,---VALVE VAULT 0 1 , 1 CEILING RETURN AIR REGISTER 2'x4' TEE GRID & ACOUSTIC TILE +10'-0" ABOVE FIN FLOOR@ 360 T-5 RECESSED FLUORESCENT LIGHT FIXTURE TELEMETRY ROOM -REFLECTED CEILING PLAN SCALE : 3/16" = 1'-0" b I ,..._ 3/16' = 41-0" 0 40'-0" 8'-(1' s· -rr· 8' -0" s· -o" I PUMP CAN FOOTING PLAN EL ± 58' SCALE : 3/16'' = 1'-o" 4 8 16 SCALE IN FEET FOUNDATION/FLOOR PLAN 4'--0" SCALE : 3/16" = 1'-0" ____ ct PUMP CANS & FOUNDATION JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SAN TA ANA, CA • SACRAME:N TO, C:A SAN BERNARDINO, CA • TUCSON, AZ Sll.N DIEGO, CA • BAKERSFIELD. CA \IISALIA, CA LOS ANGELES, CA 3/'1., LJ£ DATE BY i CMU WALL SCHEDULE WALL THICK VERT REINF HORIZ REINF REMARKS WI 12" & 10" #6 @ 16 /15 @ 32 SEE SECT@ W2 12" & 10· #6@ 24 #5 @ 32 SEE SECT@ W3 12" /15 @ 24 @ ~ #5 @ 32 NOTES: 1. ALL CMU WALLS SOLID GROUT 2. ALL CMU WALLS TO HAVE SPECIAL INSPECTION 3. FOR MASONRY DETAILS SEE APPROVED 38799 DESCRIPTION APP'D DESIGNED DRAWN HRR JAP REVISIONS CHECKED DATE RMS PAJ 1 95 C-2961-B 16TH STREET PUMP STATION STRUCTURAL FOUNDATION/FLOOR PLAN CITY OF IEWPORT BEACH W-5231-S S-2 -UTILITIES DEPARTMENT SHEET PS21 OF PSe2 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23, 1995 8:49 AM DWG LAST EDITED ON: 01 /23/95 15:00 08 DWG NAME: H:\NP _BEACH\3894A\SSNPBOOZ.OWG XREFS: SGNPBOO 1 I SSNPB1 06 I SSNPB 101 I SSNP8201 I SSNP8206 I - 0 "Tl ~ ~ 1 ®-------------------+Lcft-@)--1 4x8 LEDGER SIM TOS ©-- TOS 119.67 TOS 122.41 TOS 122.41 ROOF HATCH W/LADDER 17 18 TOM 123.33 W12x14 2 / / / ---::: TOS 129.08 // I LADDER 122.08 TO 119.67 ~ ~I w (D z ~I ;, 0 w " ~I a "' II: X ~I "' (.) z ~, C12x20.7 ~ e-1 T '::-, cp (TYP ALL wfLLS),-+---'-1"-04~h [ T-3 (TYP) do do """ Q) a::: do .., .., " " X X 17 18 N :;: N :;: do do C12x20.7 C12x20. 7 ·. . .... . . . "'"' "' "' '· / "' "' X ~ ~ / ',, XX X X / CX) CX) CX) CX) . (.) (.) (.) (.) / X X CX) CX) (.) (.) .• C12x20.7 C12x20.7 W12x14 / W12x14 W12x40 / r-------------------: •1.-----+----------~,---------1-------------- / 1-!~ J_ CRANE RUNWAY TRACK (BELOWl_ ------- 2'-0" CLR (TYP) TOS 118.91 TOS 119.24 TOS 129.08 TOS 128.08 3'-0" SKYLIGHT HATCH (TYP) (TYP 5-PLCS) 5 3'-0" (TYP) TOS 129.08 W12x26 do W12x26 " C8x11.5 a N X "' (.) .. '• ... C8x 11.5 TOS 128.41 TOS 128.08 ROOF FRAMING PLAN SCALE .3/16" = 1·-0· (TYP 4-PLCS) TOS 129.08 do I (TYP TIS SIDE) do C S-6 b I a (6) JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA , SACRAMENTO, CA SAN BERNARDINO, CA • nJCSON, AZ SAN OIEGO, CA -BAKERSFIELD. CA VISALIA, CA LOS ANGELES, CA cp TOS 122.41 (TYP)@ do T-4 ~ BUILT -UP ROOF OVER 3'' RIGID INSULATION TOS 121.25 3/16' = 0 4 do do 8 SCALE IN FEET 31% LJE ffi D/,j/NFECT/DIJ OHA/Vf:1£ 0/fDER KEY NOTES: BUILDING EXTENSION -SEE DWG S-8. LIGHTING SUPPORT BEAM. SEE ELECTRICAL DWGS FOR LOCATION OF FIXTURES (lYP). CONTRACTOR SHALL LOCATE CHANNELS FOR SILENCER AND CONVERTER SUPPORTS. GJ ~ B [ TOS ELEV [ INDICATES TOP OF METAL DECK ELEVATIONS (TYP). COORDINATE LOCATION, SIZE AND DETAILS OF OPENINGS WITH MECHANICAL AND ELECTRICAL DWGS (TYP). ~ FOR DETAILS OF OPENINGS IN METAL DECK SEE ,----,----, 1351 FOR STRUCTURAL NOTES SEE DWG S-1. ~ FOR LOCATION OF MONORAIL SEE DWG M-2. 8 1 1 /i' DEEP METAL DECK I L4x4 S£E DRAtJIA/8 A/Ll. OS-3 FtJR J'TRUC TlJRAL ff{JlJF" fLAA/ fJ£TtJEE!tf@AAID 0 16 APPROVED a...u_ .kc ·nit um~®®ECTQR 38799 R.C.E_ NO. __ _ DATE 1-z,-q, TOS 122.41 TOS 122.41 / v @] w z ::::; :r: (.) ~ 9 I -H b I <O .., II b I <O C-2961-B 16TH STREET PUMP STATION STRUCTURAL OOF FRAMING PLAN DATE BY DESCRIPTION APP'O DESIGNED DRAWN HRR JAP/TVN CITY OF NEWPORT BEACH W-5231-S S-3 REVISIONS CHECKED DATE RMS PAJ 1 95 UTILITIES DEPARTMENT SHEET PS22 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIML JANUARY 23, 1995 8c•9 AM owe LAST EDITED ON: 01/23/95 15:02:57 DWG NAME: H:\NP _BEACH\3894A\SSNPB003.0WG XREFS: SGNPB001 I SSNPB102 I SSNPB202 I ~ " I C ' ~ "' ► < I 2 m 0 ► r ~ 0 D z " u s; z ... I 0 r ~ C I " e ~ C ~ I D 0 ~ " m D 0 I CD • ~ '1 N z i5 ' C z ::., < w 0 ~ , 0 " " 'jj " C ► s; . D z !TI I) C T C " z ► u > z I 0 r 0 I " m D 0 e I D 0 0 ~ m D ~ I D ~ '1 • z i5 , L 2 7 MU WALL SEE PLAN 16"0C #5 @ 16"0C 6'-Cf ,,~ -----:,·,, , //, / // ~/ /,Of-------~ . / 602 T-9 b I "' b I ... SEE PLAN ELEV 0 ~c•u •= cw ecoc, 1 t' CMU ---1-A-r~~ 2-#5 CONTINUOUS 'o I ... CMU WALL, SOLID .GROUT W/PERIODIC SPECIAL INSPECTION @ 16"0C @ 16''0C RAIN WITH FILTER OR EQUAL 2-#4 C 1 6'' CM u __ 141,.c_,_ '-I_ L,jqilo-W / #3 Tl ,,::1. ii-----------#7 @ 8" • ---#5 --#7 S@ • 1 6'' CONC ---1+-------J..jllo-2x6 ONTINUOUS K b:> I N b b:> I N b I t') ELEV 0 CMU WALL CAP BLOCK 2-#5 CONTINUOUS FUTURE PAVEMENT (BY OTHERS) ~ ________ L ~ CMU WALL, SOLID GROUT ~ W/PERIODIC SPECIAL INSPE_C~T""IO~N:::.::~-ttl 1/6@ 16"0C MIRADRAIN WITH FILTER FABRIC OR EQUAL 1/5 @ 32" oc ----------/ / 2-#4 CONTINUOUS W/#3 TIES @ 16"0C b I ,0 FINISH GRADE OR TOP OF SLAB #7 @ a"oc #5 @ 12"0C EF --ollll'.¥,f-.L.,.fl,.f~ 1 6" CMU ,/ #7 @ 8" oc -----BJI #7 DOWELS @ 8" ----~ • • 2x6 CONTINUOUS KEY otl-#-----+l-~ 18" CONC • • ,/ ,';/, / ~----------;-+-,/ 'o I ,,, 'o I ,,., GALVANIZED GRATING 1 / • = • • • • • • • • • • 1-----CMU WALL SEE PLAN (ALIGN CMU JOINTS TO MATCH CMU COURSING) 1 /'1' EXPANSION JOINT MATERIAL CONCRETE SLAB • • ---.... ~ DOWELS TO MATCH VERT REINF IN CMU WALL DOWELS TO MATCH VERT REINF 0 GJ KEY NOTES: SEE DWG A-2 FOR TOP OF MASONRY. SEE DWG C-1 FOR LOCATION AND ELEVATION OF UNDERDRAIN PIPES. PLASTER -SEE DWG A-2, A-3, A-4. FOR STRUCTURAL NOTES SEE DWG S-1. 1•-0 I P FORATED DRAIN PIP DAYLIGHT I ,,., PERFORATED DRAIN PIPE TO DAYLIGHT, WRAP MIRAORAIN OVER PIPE PER MFR'S INSTRUCTIONS 'o I &,"r-- b I N FINISH • • AP MIRADRAIN OVER PE PER 3-#5 92.00 A S---2 E S-2 • • • • 4'-0" SECTION 6'' • • 2x6 CONT KEY #5 @ 12"0C T&B • • 1 ·-s· 2•-0" ffi • FR'S INSTRUCTIONS Q ~ • • • • • • • • • #7 DOWELS @ 16"0C l.c:~~+-------'~#5 CONTINUOUS 1 '-4" 9'-ff' SE£ DRAWING NO. DS-4 i---,,..;B::;..,....+--,.;;;;.S=EC""-T..;..;.l.;;;.O"'""N ___ _ SCALE : 1 /2" 1'-0" FOR R£/llc5ED8ECTION.S S-2 SCALE : 1/2" -1'-0" A AND f3 SECTION SCALE : / CMU WALL BEYOND CONCRETE SLAB SEE PLAN 1/2" -1'-0" 1 /t' EXPANSION JOINT MATERIAL CONCRETE SLAB \ • • • I □ /GALVANIZED GRATING 0 0 " 0 " 1 • • 1-+---~-#5 AT 12" • • ,,-DOWELS TO MATCH / VERT REINF • CONG SLAB SEE PLAN SIDEWALK • • ~w #5 CONT ___ ,/ 8 ,. F SECTION S-2 SCALE : 3/4" - '·:· ,<:</ //>:.>b L" I :::; 1 '-0" • SLOPE • 6" 8" #5 AT 12" G SECTION S---2 SCALE : 3/4" 1'-0" • 92.00 • • • • 'o I N 'b I N 92.00 • • • • • • • • • • • • • • • • • • • • • • • • • • SLOPE • • • • • • • • • ] z ':i! ~ f------+--,,..,,.~-----+---' #7 @ 6"oc EW (T) #7 @ 12"oc EW (B) #7 DOWELS @ 16"0C ~ b I N • • 1'-0" 6" #5 AT 12" \o I ... #5 @ 12" CONTINUOUS~ • • 1 1/2" (TYP) C S-2 / GALVANIZED GRATING // .• ,-~--CMU WALL FINISH GRADE p==::;~t/ @-~ A..c:.-;,--7:-,~-?-.<+~ ~\'~'._~c~ 'b:...I C ~l'L41e-;--;-' _"c_·--1----, / > ->~~>;s2:~:<~: -- 1'1' MIN . ,, / ,~/ ,/ . PIPE SLEEVE BEYOND #5 AT 12" H S-2 L ---MIRADRAIN WITH FILTER FABRIC OR EQUAL SLOPE 1 ·-0" 1 '-0" SECTION SCALE : i3 "( ~ 504 -J0-9 ~J""-CIVIL I! a, c,.1.1 1 /2" -1'-0" • • D SECTION • • S---2 SCALE : 3/4" 1' -0" I ,,_5• I • • 3'-0" SECTION L DETAIL SCALE : 1 /2" = 1 ' -O" SCALE: 1" = 1'-0" ...J ...J ~ ::, :::;; <..> 'o ...J ...J ~ ::, :::;; <..> FOR ELEV SEE ARCH DWG A-2 / / FOR REINF SEE r I I I I / 2" CLR ---...t-t'"7 / ~H--2" CLR / / ==J FILL AROUND COLUMN AFTER FLOOR IS CAST PL 3/4 x B x 0'-B" W/4-3/4"AB x 9" EMB r & FTG 1/2" 1/4 / CMU WALL SCHEDULE ON DWG S-2 1 1/2" NON- SHRINK GROUT J SECTION S---2 SCALE : JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA SACRAMENTO, CA SAN BERNARDINO, CA • TIJCSON, AZ SAN DIEGO, CA , BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA 3/4" / EQ. --1-+'M-A-+--EQ. K 1'-o" S-7 APPROVED 3" CLR 3-#5 EW 3'-o" SQ SECTION SCALE : C-2961-B 16TH STREET PUMP STATION ~k .. odt: .319,, LJE D/.S/NFEC!TION C'fl/lN/JE ORDER' urp" IRECTOR 38799 F...:..="'+---l'="'""L_ ___________ k==' R.C.E. NO.~==--STRUCTURAL SECTIONS ,sr~r 3/'l'!:i JAf' />.DPE-D iZf.l!,,AjZ CALLO~TS ON $Ef.TI~,J ,t,,{,, DATE --~•-~~=}-•'/~5~-- DATE BY DESCRIPTION REVISIONS DESIGNED APP'D HRR DRAWN JAP CHECKED DATE RMS PAJ 1 95 CITY OF NEWPORT BEACH w-5231-S S-4 UTILITIES DEPARTMENT SHEET PS23 OF PS62 DWG LAST EDITED BY; JAP USER LOGIN Tit.IE; JANUARY 23, 1995 8;49 AM DWG LAST EDITED ON 01/23/95 15;04;55 DWG NAME; H\NP _BEACH\3894A\SSNPB004.DWG XREFS; SGNPB001.dwg I SSNPB109.dwg I SSNPB1 I O.dwg I SSNPB 113 I SSNPB1 20 dwg I SSl'lPB1 21.dwg I SSNPB123.dwg I SSNPB119 I SSNPB112 I SS!>1PB137 I SSNPB 111 I SSNPB150 I 0 "I'\ O' ~ I I I \ I \ I io I "' #3 TIES SECTION I 4 AB'S & CON ( lYP ) \ I 1 3/4" CHAMF ',L _ ~ 1 ; r "P, _ I I ,. I ,_ I 2 CONCRETE I I / I I I 1~--TANK 1 , ~I I ANCHOR BOLTS BY TANK ____ J _ _ :_ _ _J/ MANUFACTURER ( lYP } I I • 1 TOC 107.50 1 /2" EXPANSION JOINT MATERIAL ( TYP ) • • • • / // .'/ / / • • #5 AT I 2" • b I ,,., b I ,,., EPOXY COATED GRATING 7 / / --------HCMU WALL SEE PLAN (ALIGN CMU JOINTS TO MATCH CMU COURSING) • .........___......_--... ........ 1/2" EXPANSION JOINT MATERIAL ( TYP ) r CONCRETE SLAB ~ • • ~ DOWELS TO MATCH VERT REINF IN CMU WALL FRP GRATING (TYP) l-'-1 :::,:20'-~- T -3 #5 AT 12• OC WATER STOP ____// ( TYP ) 3" r CONCRETE SLAB~ • • 'oo ) SECTION SCALE : 3/4" - NOTE KEY NOTES: FOR ELEV SEE DWG M-4, SEE DWG C-1 FOR LOCATION AND ELEVATION OF UNDERDRAIN PIPES. FOR CONCRETE SLAB, SEE DWG S-2. FOR DIMENSIONS OF PAD, SEE DWG S-2. FOR STRUCTURAL NOTES SEE DWG S-1 , SEE NOTE ON DRAWi NG M-7, SHEET PS 3 5 10'-0" --+r---1 /2" (lYP) (SEE NOTE~ 6 #7 (VERT)~-lb CONC SLAB ~ r 1/2" R I (TYP) rr:J:;------------:f=-=7-~-;=-:;)17 • SEE • • • • • • • • • 6' -o· x 4' -o" WIDE #5 AT 12" OC A SECTION S-2 SCALE : 3/4" -1'-0" • • b I • r I" EXP JT MATL ALL AROUND • / ~CONC RETE SLAB~ -• • ':'-',Y<Y>>/);)'A'r . ' ·/. '·•->::;; '~,, '· (MIN) X 2'-15'0 MORTAR LINED • • 15' CONC ENCASEMENT ' ALL AROUND ' 5• MIN ' ' PL 1 1/2"x3'-l5'0 W/ 4-1 3/ 4"0 AB . W/ LEVELING NUTS -• ~ ' . BC = 3' -(l" -3• MIN • I DWG M-4 ' I a " ,, -,. ' '·, '- • ~ • • • lo ~\ I . - • ,, --:::i • • • • . . \ . \ .. I. '\\_8-#7 T&B 3 CLR e] E SECTION S-2 SCALE : • • K/ /~X'v<,'(1/</ </ i'> <', ,'-.,'-, ' ' :<;:: ./ J --/\ ' ' . ' • . \J •, ' • ,. . w " r 5/16 V ' . I -CONC • • . ' ' . " ' ' • • . • • ' • ' C, • • • • I -L,,. ", ... I 3/4" 1 '-0" f-z w ... ::;; I w :::l: t/l z ~ w j c., u w z w 0 t/l u ENCASEM£N -2" GROU • 0 I N T T TOW EL 107,30 1 /2'' EXP JT MATL • • ~ '---+. -·---+-:,..,.,..·-,j~~-· 1---'-----iI • #5 AT 12" SECTION SCALE : 3/4" 2-#4 x CONT #4 @ 12" TSTLTREAD PL PER DETAIL 125 ON DWG T-3 IN 4' " MAX LENGTH SECTIO PROVIDE 3/4"1/> HOLES @ ' IN COVER PL • #14 ST STL FLAT HEAD SCREW @ 1 2" OC SECTION SCALE : 3/4" CONG SLAB~ 5/16" ST STL TREAD PL • • • • • • • • F SECTION FUTURE PAVEMENT (BY OTHERS) 1 '-0" MIN MIRADRAIN WITH FILTER FABRIC OR EQUAL--..___ • • • ST STL L4x4x3/8 W/ 3/4"0 ST STL AB @ 16"0C x 8" EMBEDMENT #5 @ 12"0C EW / " _/ b I N b I N S TL BAR STIFF 1/4x3/4 @ 24" • f- ~ 0 fr'. c., "' z fr'. I t/l I z 0 z ADD 2-#7 -ot--+--~ I '-0" 3/16 1----TS 4x4x1/4 (TYP) 2-#7x7·-o· , ·-o" _,. __ ,_..,~ 2" CLR 11 11 o w I I :JI-I+---+ I I I 0 11 11 w I I I I CONG SLAB ---~---.-• • • " . .llifil; ALL STEEL TO BE COATED W/HIGH SOLIDS EPOXY COATING (20ML) & J f ADD 2-#7 1 S-2 FOR REINF NOT SHOWN SEE SECTION@ S-4 DETAIL SCALE : 1/2" -1'-0" SIM 3" W8 6" EMBEDMENT 2 DETAIL w l-b o I z Ill W w V> b I N S-2 SCALE : 3/4" 1'-0" '_--><~</ BOTT OF FTNG S-2 1 '-0" SCALE . 3/4" - 1'-6" 1'-0" ~ l SLEEVE 92.25' L 4'-6" • 1-------'--':'.._----+-~-t • • 8" (lYP) 5' (TYP) __._.,__ G S-2 3-#6 b I ... PARTIAL PLAN SCALE : 1/2" = 1'-0" #5 DOWELS @ 16"0C (TYP) • ~---------1,1-- PERFORATED DRAIN PIPE TO DAYLIGHT, WRAP MIRADRAIN OVER PIPE PER MFR'S INSTRUCTIONS Q t_1_!J • • • FOR REINF SEELL'i ~ DOWELS TO MATCH / ,,. / / ,/ -1---- lo I ... VERT REINF H SECTION SCALE : 1 /2" 1 • -o" JOHN CAROLLO ENGINEERS PHOENIX, A2 • WALNUT CREEK. CA SANTA ANA, CA • SAC:RAMENTQ, C:A. SAN BERNARDINO, CA • rucsaN, AZ. SAN DIEGO, CA • BAKERSFIELD, CA V,SAW,. CA LOS ANGELES, CA J 30" 1TEEL WATER PIPE SEE CIVIL DRAWINGS SYM t ABT --+--+--9" CLR MIN SECTION SCALE : 1 /2" 1'-0" 31%, Lu£ ffi D/8/NFEt'.TIDAI t'.HANtJE tJRDE/i' 3-27·9 J L l',I DATE BY DESCRIPTION REVISIONS APP'D • - 3 S-2 APPROVED U~RECTOR R.C.E. NO. DATE l-'t-.•'15 .,.Jc 38799 DESIGNED DRAWN HRR JAP CHECKED DATE RMS PAJ 1 95 16" •f' ~ C .. • • • DETAIL . 3-#7 DOWE EF TO MATC VERT REINF W/2-#3 TIE • N - \-, - LS H SCALE : 3/4" -1'-0" C-2961-B 16TH STREET PUMP STATION STRUCTURAL SECTIONS AND DETAILS CITY OF NEWPORT BEACH W-5231-S S-5 UTILITIES DEPARTMENT SHEET PS24 OF PSS2 OWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 24, 1995 2:48 PM DWG LAST EDITED ON: 01/24/95 15:51 :50 DWG NAME: H:\NP _BEACH\3894A\SSNPB005.DWG XREFS SGNPB001.dwg I SSNPB129.dwg I SSNPB130.dwg I SSNPB127.dwg I SSNPB124.dwg I SSNPB125.dwg I SSNPB122.dwg I SSNPB126.dwg I SSNPB128.dwg I SSNPB135 I SSNPB140 I SSNPB141 I SSNPB149 I I I a a a a ;, z 0 z ~ ~ " m u 0 ' "' ► ~ u m 0 ~ m u m < z C ~ m m u 0 ' ~ " u " 5 z .m n ► C ~ 0 u z " u s; z I 0 1-. r 0 ~ n 0 :n ~ 0 :n " Ci a rJ z 'E 5 z fTI n I= a :n z " HANGER ROD* ~---i1 SIDE SWAY BRACE* STIFFENER PLATE * ~ W 1 2 --!-+I END STOP* .. 8-8" SECTION 1 1/2" + FITTING * 1 DETAIL S-.3 NTS A r W12x ~-~-----< 3-SIDES 1/4 11 + W12x OR C12x II "+ II "+ II 1 1 /2" NON-SHRINK GROUT • • 3/8" PL INTERMEDIATE WELD SEE 4" (TYP) ~1-------~ A-A 3 S-.3 S-8 W/3-3/4"0 A325 BOLTS A METAL DECK PL 1 / 4" STIFFENER FILL POCKET W/ NON-SHRINK GROUT AFTER BEAM IS IN PLACE 2-#6 ES OF OPNG (TYP) PL 1/2x6 1/2x0'-10" W/2-3/4"0 ABx12" EMB IN 1 1 /2" SLOTTED HOLES 2-#4 CONT 1-#6 CMU WALL DETAIL SCALE : 1 • -0" 1 '-4" 1 •-1" I ~ + + 4 S-8 1 1/2" \-.,, C #4x4'-0" LONG (TYP) L. MONORAIL BEAM C (TRACK)* ELEVATION L3x3x1/4 W/3- 3/4"0 A325 EA LEG PL 3/8x9xFLNG WIDTH W/2-3/4"0 A325 PIPE COLUMN SEE PLAN DETAIL SCALE : 1" -1'-0" [ // ! ;//;~;z:/=;/ z;.~l--2-#7 EF #3 TIES @ 8" d 5 S-2 S-7 #3 TIES @ 8" 2'-8" & 3'-4" DETAIL 3/4" 1'-0" 121.85'± W21x 120. 1 '± W12x ·· A S-8 2-#7 T&B --- SEE NOTE 1 BELOW 5/16 1 '-0" #10 SCREWS T&B (HILTI ENP2) "-+--+---L2x2x1/4 CONT (T&B) + + + SECTION 1 1 /2" STEEL DECKING W12x PIPE COLUMN BEYOND SCALE: 1" -1'-0" #3 STIRRUPS @ 8''0C 2-3/4"0 x 1'-10" THREADED ~ RODS W/NUT & PL 3/8 x 3"S0 // @ TOP, W/NUT & LOCK WASHER @ BOTTOM -.fl-++---+-t-----2-H5x2•-if 1 /2" <t. !'!li.¾J--t------2-Q5 MID HT 1 •-0» ,,,,----L5x5x3/8 x CONT w/ 3/4"0 x 6'' EMB WELDED STUDS @ 6"0C (STAGGER STUDS) .lliill.; • I 1 • \, -~.'\,~1· 1o - -2-#7 I C15x33.9 l:::::J=~==:::!l..,__-~ 3/8" STIFFENER PL ES A-A W14x61 TEE SECTION RAIL BY CRANE MFR KEY NOTES: * INDICATES ITEMS TO BE FURNISHED BY CRANEMANUFACTURER (TYP) FOR STRUCTURAL NOTES SEE DWG S-1, 1. EXTEND TOP & BOTTOM BARS 4'-0" BEYOND B S-8 2 1 1 /i' DETAIL SCALE : 1" - 1 ' -O" STEEL DECKIN1/SEE@ -~-122.41'± -W12x 121.29'± 120.66'± -....__W12x PIPE COLUMN BEYOND SECTION SCALE : 1" -1'-0" JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEi<, CA SANTA ANA, CA • SACRA.MEN.TO. CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSrlELD, CA IASALIA, CA LOS ANGELES, CA ROOF DECK W12x40 / I s·-Q" I -= = =____,= = \ ~~~~ STIFFENER PL C SECTION S-.3 SCALE : DATE BY DESCRIPTION REVISIONS 1 /2" -1 • -o" APPROVED HANGER ROD BY CRANE MFR D[SIGNED DRAWN APP'D HRR JAP CH[CK[D DATE RMS PAJ 1 95 C-2961-8 16TH STREET PUMP STATION STRUCTURAL SECTIONS AND DETAILS CITY OF NEWPORT BEACH W-?231-S S-6 UTILITIES DEPARTMENT SHEET PS25 OF PS&2 DWG LAST EDITED BY: JAP US[R LOGIN TIME: JANUARY 23, 1995 8:49 AM DWG LAST EDIT[O ON: 01/23/95 15:09:28 OWG NAME H:\NP _8[ACH\3894A\SSNPB006.DWG XREFS: SGNPB001.dwg I SSNPB118.dwg I SSNPB132 I SSNPBl38 I SSNPB142 I SSNPB143 I SSNPB144 I SSNP8146 I SSNPBt47 I '5 m n u ' ~ g " z "' " t> C ~ 0 :0 z ;; ~ > z I 0 r 0 • C " " m 0 a C " :0 • • '0 ~ m 0 i'i " :0 ~ l> ' s z 0 " C z e m ·., m " e 0 ' ~ rn " • " z m " t> C ~ 0 :0 2 ;; ® 9 20'-o" -----------------~- -7 ·"----------------7 1;1~ L_ I • I 106.50 _J _J ~ e, z ~ ~ w (/J QC :r: I "' I / I / I I / I / I I / / / I I/ I ,/ I 1; I _ _J [I] w z :::; W3 ~ / ,- ~----------------J • 6'-0" 1 o· -o· 5'-4" MO 3'-4" MO 20·-o· 20'-o'' 86 T-2 ----------7 W1 ~ L_ 6" CONG SLAB r W/#5 @ 12" EW -l MID-DEPTH Of SLAB OPEN PILASTER (TYP) SEE Gi~ 5 K C.J. S-4 4' -6" SQ x 1 '-6" THK FOOTING AT PILASTER W/5-#6 EW (B) (TYP 6 -PLCS) L 7 7 ,-L ______________ _J 3'-4" ___ @.J ,- _J 86 T-2 1 o•-o" 1 o· -8" MO 78'-8'' FOUNDATION PLAN 3/16" = 1'-0" 10'-o'' MO 12 13 18'-8" --i_ ______________ _ / _J I 9'-4" L WI 3 1/2"0 STD PIPE I I Li I 6'-8" 4'-o" MO / / / / / 86 T-2 JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENrQ, CA SAN BERNAROINO, C:A • TllCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELfS, CA b I . - 2•-0" b I Lt) b I "' - \o I "' ... --@ _.--6" THICK CONG PAD w/ #5 @ 12" @ c D 3-Z7·9 J LN ADD THRUST BLOCK DE.1AIL DATE BY I '-DESCRIPTION REVISIONS ANCHOR RING 1/2 x 4 (TYPl KEY NOTES: ~ FOR CONTINUATION, SEE DWG S-2. ~ ! 106.5 I INDICATES TOP Of SLAB ELEVATION. ~ CMU WALL SCHEDULE SEE DWG S-2. ~ FOR STRUCTURAL NOTES SEE owe S-1 . ~ SEE ARCH owe FOR LOCATION Of METAL STUDS. I r- 67. 5° \ 45° / #6@ 12" EW E THRUST BLOCK C-3 N.T.S. APPROVED R.C.E. NO 38799 DATE 1-z.,-,~ APP'D DESIGNED DRAWN HRR JAP CHECKED DATE RMS PAJ 1 95 C-2961 -B 16TH STREET PUMP STATION STRUCTURAL EXTENSION -FOUNDATION PLAN CITY OF NEWPORT BEACH W-5231-S S-7 UTILITIES DEPARTMENT SHEET PS26 Of PS62 DWG LAST EDITED BY· JAP USER LOGIN TIME JAr-lUARY 23, 1995 8'49 AM DWG LAST EDITED ON: 01/23/95 15:11 :25 DWG NAME: H:\NP _BEACH\3894A\SSNPB007.DWG XREFS y:\3894A\SGNPBOOI I SSNPB133 I w ~ 0 ' n w ► < " z _m n ► C ~ 0 " z jS TI s; z J: 0 r □ " Cl m □ " 0 " ~ g 0 'O m 0 ~ " ~ ~ C z ' C z , /.· . . , , ,? ~ , 9 10 rl TOS 122.417 ~ . . BUILT-UP ROOF OVER 3 1 /2"' RIGID 1 1 INSULATION\ / 12 13 I TOS 122.41 h / .• . , . .. I/ / ' ,.,I ~ ~ ',".· //' ·_._,' // / ./ '\, / ",f/ //' '' '/ .-.· '/ _· ,' '' / / ·'J• ._, __ .-·_ '/ /, . .-·,/ .• _/./, _·_ . r+J'================================•r.t Lu===================a#\=====lr7;'r-l ===========================::!=r-L-:--J(=:::::=====================::::::::::h:~.,+-------D -, TOS 122.41 I / +1 , 1,)-/~ R81 W12x14 W12x14 W12x14 W12x14 (/ ~ ( v/ r> ~ ;>: ~ ~ ( ~ C8x11.5 , ~, 3 I I/ ,/ ~ ·~· c:: ~ ~ "' --X OJ 0 ~ C8x11.5 ~ do do W12x14 " "' X ' do C8x11.5 "' ~ --X OJ 0 do do C8x11.5 "' n --X OJ (.) W12x14 6-PLCS) 0 1J "' --X OJ 0 ~1 ~ (TYP) "' --X OJ 0 7 ~ (TYP ALL WALLS) /\!_:}) -17 1 /' ////////////// //,.' Q~ SKYLIGHT/ROOF VENT TOS 121.85 b I w I') II b I --@ w @ V1 w 0 ~ V1 w ·•.///////////////_•/, ----------J® / I TOS 120.66 lli] I TOS 122.41 I ~~~ ~ Lj TOS 121.25 I L_Ff<AME p,s 8 us,,<, cs, u S ,:!, w z :J ROOF FRAMING PLAN 3/16" = 1'-0" COLUMN ~ (BELOW) '---.. A S-6 w N X N -,l: SIM / ,·· TOS 120. 1 6 TOS 120.66 C8x11.5 (TYP) 1 WI 2x 14 / / , • / / , TOS 120.66 PARTIAL ROOF FRAMING PLAN @ EL±121 3/16" = 1·-0· [ 1, IA ,, ~ No. 19 74 .,, !;J 9-.l0-97 JOHN CAROLLO ENGINEERS ® 3/16" 0 4 8 16 SCALE IN FEET APPROVED PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, C:A • 'SACRAli.lENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • 8AKER'SF1ELO, CA VISALIA. CA LOS ANGELES, CA DATE BY DESCRIPTION DESIGNED APP'D HRR DRAWN JAP REVISIONS CHECKED DATE RMS PAJ 1 95 KEY NOTES: ~ I TOS ELEV INDICATES TOP OF METAL DECK ELEVATIONS. e] FOR DETAILS OF OPENINGS IN METAL DECK SEE 141 142 T-4 T-4 FOR CONTINUATION SEE DWG S-3. FOR LOCATION AND SIZE OF OPENINGS, SEE DWG A-7. FOR ARCHITECTURAL ROOF PLAN SEE DWG A-7. ~ FOR STRUCTURAL NOTES SEE DWG S-1. C-2961-B 16TH STREET PUMP STATION STRUCTURAL EXTENSION -ROOF FRAMING PLAN CITY OF NEWPORT BEACH W-5231-S S-8 UTILITIES DEPARTMENT SHEET PS27 OF 1'562 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23, 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 15:13 15 DWG NAME: K\NP _BEACH\3894A\SSNPB008.DWG XREFS: SSNPB 134 I SGNPB001 I SSNPB 139 I " m ~ 0 " 0 m " .. ~ s z e C < 0 0 m a " " 0 0 ' 0 " ~ ~ £: z I 0 r 0 n 0 " ~ 0 " ~ i5 z ~ s z )TI n ,, r 'ii 0 IO z '> N ...... ~ 8 ~ ~ ; m n ,, r 'ii D " z ~~-- N 0 N L ' ' ' ' I ' ' I I ' ' I 1 '-6" -~--r-+' ' I I I ' ' I I .LJ/r-"- roe 105.00 L 16'-0" 1'-0" FTG -( TYP ) 1 '-6" 6'-0" ( TYP ) --1 '-(j' -+----+~ 7 ,;::.... ~=-=-=..:i:...=-=-=-=-=-=-=-=-=..i::-=--=-r----;-,;1 ·r----r-,---========::::::::1 ---;----------.- I I 11 [:_JI 1L -, I I rl 11 1 l ~ roe IN SUMP SLOPE I 82,70 I I .3' -6JJ L_ I I -, I (2\ \J (TYP) 8'-0" A E 1 ----.___ ~---I"-~FOR INV ELEV : _/-------I' J L::0 ' i // . ~L " SEE DWG M-1 : // ---- --- ----------------,--,-~ ~ ,=-,--,----c-=---c-=-, roe 85.20 I / 4-SIDf;/~ I /' \;=V 4'-6" 1 roe 85.50\ I I -, I \ I I ,_ I \_ ADD #7 @ 12· ( TYP 4-CORNERS ) BOTTOM PLAN SCALE : 3/8" = 1 '-0" 1 6' -0" 1 '-011 \ 1 '-6" TOC 105.00 '° I 'o I <D 'b I 0 N ' 4'-0" r---~ I COMPACTED SAND ~ ~: ~~ff•;;;;;;~•~~;;;;;;~,;;;;;;=~,===::.•==•;:::::::,:,::::;-4=====~~~F,•f;.---;,tt'~~~~~~71 '"{"--: : ,#6@ 0 12". • BJ ~'.... : : WALL BY OTHERS I ' ' I ' ' I I I ______ .., ' __________ _. -/2\ L ·0 #6 @ 12" ' ~ L--"--'-----=----=---~---(TYP) TYP ALL WALLS ~ ~ ·"'~--~ ADD #7 @ 12" DOWELS TYP ALL WALLS~ -/ ' 24 , T-1 1 ( TYP ) . ' . ' . ' . ' b I r--. □ i-1-l- 1o-l~ □ ~-- -1- □ □ .:cS.:.T ..:Sc.:T.=L_LAD=.:::D-=E-'-'R--l~---'-1 .:.68::....,1----'"/ " ~ □ • • □ □ • • □ • □ . ' □ . ' □ □ . ' 3'-0" -+-----t~ 1 '-(f' □ --,--,..,..~ 6" re,, 6"MIN~ ~, ~,, 'o--lf-----------Ir-, =j~.-:::!•:.i1=-:::;-;:_-~1=1~::-::-r.;-~~;-~::-~:j:L::=~::=~~'.l-=-=l~I='.:.' u,;===:::r:.:r __ ,_,,-,n,--,-,,r,,.. -t,, . .---, •,tt--.., 1 GROUT SUMP N roD~Nro • PIPE INVERT lo I 01 ~ ~ V 1L ~/~~.~~~~~~r~-1~---,-ro 32 #7@ 12" #6@ 12"~....-,,:l~=·=·:::::'.:~.~~:::~::~,::;:::~~:~,::::::::::~:~:~=:~ ;, 2'-0" 1 '-C1'' -+----4-~-~ ~~ #6 @ 12" C SECTION SCALE : 3/8" -1'-0" 4'-0" #6 @ 12· --==~~~~~rli==~~.i===':'~;;i~•~lef~,,/ti==:===i:7:==;:;:::=:=:.::_=_;=.;;j,.:'.'.'.=.==:==,:=iFjl:_:;::_=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=;.._,:::r;,--:,:-le~F.G. • • • • • • ~ Bl B3 (BEYOND) B2 . ' • • • • • • l-, I • b I • CONCRETE SLAB 3 # 7 ( H2E ) • • • • , ______ # 3 STIRRUPS @ 8" OC • CONCRETE BEAM 1.. l '-o" -1 E BEAM Bl / B2 SECTION SCALE : 1" = 1'-0" CONCRETE SLAB~ • • • • 2 # 5 @ MID HEIGHT # 7 3#7(H1E) , ______ # 3 STIRRUPS @ 8" OC CONCRETE BEAM 1-1'-0" -1 F BEAM 83 SECTION SCALE : 1" -1'-0" TYP REINF - SEEEB • • • • 3 # 7 • • • #7 X 4'-0" @ 12· • • --,.,-----,--,--1 '-6" (TYP ALL WALLS) • • • • 1/,-L-'- ' 1/-~-v II ;:) J / /.~--.- #6 @ 12" ~ ,,_ _____ .L..__--+ll~ TYP ALL WALLS . ' /2\ v (TYP) ,o FOR LOCATION • • • • 1,!F ~-y • • 1 DETAIL SCALE: = 1'-0" 3/8 x 3"SQ WALL PLATE WITH 1 1/16"11> HOLE FOR EYE BOLT. PLATE FLUSH FACE WITH WALL AND ROOF SLAB 1 / 4" MAX HEX NUT (TACK WELD TO WASHER) 3/4 x 3 1/4"SQ PLATE WASHER 4" THREAD KEY NOTES: 5'x5' ST STL ACCESS DOOR U.S. FOUNDRY CO. WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE STAINLESS STEEL WITH 1 1 /2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN. EXTEND DRAIN 6" OUTSIDE VAULT WALL & INSTALL 1 1/2" CAP, 4'x6' ST STL ACCESS DOOR U.S. FOUNDRY CO, WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE STAINLESS STEEL WITH 1 1/2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN. BOTTOM SLAB SHALL BE CAST OVER 12" DEEP LAYER OF COMPACTED ABC. ABC SHALL EXTEND 1 2'' BEYOND SLAB, ALL AROUND, COORDINATE LOCATION AND SIZE OF OPENINGS WITH DWGS M-1 AND E-6. FOR STRUCTURAL NOTES SEE DRAWING S-1. ~----------1,• • SEE owe M-1\ ,,,+----'<-----¾==~ ... """",,._ ____ -+ ~ >-w '-' z E :::; 'o I "' roe 105.00 I E :T I I I I B2 LIFTING EYE BELOW (TYP) ~ I I I I I I I I ' 0 I I{) I +-~------~--+------'o-+- 1 ---------,--+-----~r I I 4 LIFTING EYE 4 LIFTING EYE I ~+---------------+--------~ I 2•-0" i .. .. .. 8'-0" --I B TOP PLAN SCALE : 3/8" -1' -0" roe 105,00 'o I . 0 N 'io • • ADD #7 @ 12" DOWELS TYP ALL WALLS -... • , ~---• • . ' . • • • • • • • • • 'b #7 @ SECTION SCALE . • 'o I ,.... 3/8" • T-0" ( TYP ) •' • • • . . 2'-0" 1 ' -O" . \ . - 04 -, \T-1_ ( TYP ) JOHN CAROLLO ENGINEERS PHOENI)(, AZ • WALNUT CREEK, CA SANTA ANA, CA SACRA~ENTO. CA SAN BERNARDINO, CA • TUCSON, AZ <;AN DIEGO. CA -BAl<ERSFIELD, CA \IISALIA, CA LOS ANGELES. CA DATE NOTE: ~ I Ul i:,, X ... ' - 2" I.D. ADD 2-#5x1"-6" EW ~ FACE OF WALL OR BOTTOM OF ROOF SLAB SHOULDER WORKING LOAD CAPACITY SHALL BE 5000 POUNDS 2 DETAIL SCALE : 1 1/2" = 1'-0" APPROVED BY DESCRIPTION APP'D DESIGNED DRAWN HRR JAP REVISIONS CHECKED DATE RMS PAJ 1 95 ~ 3/8" - 0 24 SCALE IN FEET C-2961-B 16TH STREET PUMP STATION STRUCTURAL VALVE VAULT PLANS AND SECTIONS CITY OF NEWPORT BEACH W-5231-S S-9 UTILITIES DEPARTMENT SHEET PS28 OF PS62 DWC LAST EDITED BY: JAP USER LOCIN flME, JANUARY 23, 1995 8,49 AM DWG LAST EDITcU ON, 01/23/95 16,3554 DWG NAML H\NP _BEACH\3894A\SSNPB009.DWG XREFS, SSNPB103 I 5SNPB104 I S5NPB2 I 2 I SSNPBZ 11 I SGNPBOOI I SSNPB107.dwg I SSNPB108.dwg I SSNPB145 I SSNPB 151 I SSNPB203 I SSNPB204 I SSNPBJ12 I SSNPB311 I . . 5 er N 25'-4" I 31 '-8" 15' -0" 6'-8" 1a·-o· 6'-ff 8'-8" EB FQl./N0ATI0N/FLO0R PLAN 1 / 4• = 1 '-0" ' 8 23'-0" 6'-8" JOHN CAROLLO ENGINEERS PH(~)IX, AZ • WALNUT CAttK, CA SANt~ ~ CA SAtRAWENlO, CA SAN BCANAADINO, CA • Tl/CSON, AZ . SAN OEGO. CA BAKERSRELD, CA \ltSAUA, CA · LOS ANGEt.E:S, CA 9 J/96 JE '4 RELOCATE DOOR OWG LAST EDITEO BY: RCP USER LOGIN TIME: JANUARY A PROVED NOTES· 1. FOR INt:ORI.IATlON · NOT SHOWN SEE OWG $,.-.2 ··•·· ••• • 2. . roR oooR & FRAME scHe:ouLE SEE owe oA.;2 , . 3. • CONTRACTOR SHALL. SUBIAIT DETAILED SHOP i • , DRAWINGS FOR FRP LADDER ANO PLATFORM. TO ' ' • THE Cfl'I FOR REVIEW AND APPROVAL :TOP Of '\ • ··• : , i>l.ATF'ORll,I, 'AT· 2';...IS" BELOW TANGENT .LlliiE Of: : • ··• ::?:t,,:t,rt~l('(1¥~r'•·t•i{J/,,\~f(~Jit,ci .J\;'· ..•..•. ·.{;,i·.; .. :.<.,, '··••.;, ' ·•· ••.• • , •'"f)i·'$c~, WINDOW·. SCtl~~IJ:•.·•QlilX~t'i'.fi,"5\''~•t, . • •. ' ARE' 1'YPE-''A,''i),,. ,sr;· "".'"•;.•'. ' ,. r • ;'' . : {, .. 1 6TH ·STREET. PUMP si:ATION • • DISINFECTION C~CE ORDER , I ' ' •,' ·, ' .. I i I ' .. .i ·, : ,-,-· .•· ·j ; .i ' ~ I ,, .1 i ' I i ' J \ '\ j . "\ . ·j ' , ' • I i ' ' ' ' (ACTING) UTILITIES MANAGER STRUCTURAL • . R.C.E..NQ. __ _ FOUNDATION/FLOOR··~•· 16, 1996 •. 8,08 AM OWG IJ\ST ElltTED ON: 01/16/96 1fi9:J9 ;•· . _',' ,; 2 T 0 r □ s n □ D Jl □ i'l m D Jl m '1 < i' B < z ·m m • n u ~ ~ ~ • D ,. .m ll C ~ □ Jl ,. " D ,; z J: 0 r 0 ~ n □ 0 D " □ "' m !,l D m ~ < 2 B ~ z m • n D " 'jj " • < D z .m n ,. C cl " ,. " N a) )> 0 i\ 6' r,I 1 \ ' \\'. i r-----1©--_ • • • -1:----•---~· ~-=-c------ " ,,_;C e:;l•===•==-,,.--'i~---·-r- _, G f:.C1-LD__ \!::Y / V +I &~1,z, i;:_w Tt5 • . , "! < '?LOPf: ~ FT • II ' l 12 :. If -I E:L. )Olt>,001 . "--' "-- ' #t;"S 11. I ryf.) I . '/• V -t-.,ei I/ 1 • • --··-1- 1. J, ~ • (.,;;,14 T. ; 0 ti . . ' , ~" • "~1 • • • - jf .::. II -II :- .ir '?LClf'!:; VJ/PT . ,. • . • I I ,. • • • • • - (J) ,' }4:@.1-Z." (TYP)- 2.-~'? ~OiJT kJ_ JOHN CAROLLO ENGINEERS I ,.--fO~ R'6.ll•IF. SEE ® • . ' E. 1.., l_o1 ._(, I • ,ZA 'P . , / / V I J/ .• • -• /. I • ,. : Cl ' "'' ~ • • 'L d ~~r:f. 1~ . -~ • - \ i.-. ---:,~1 ' ts: LI' • • _, • • • . ' • APPftoVEO 16TH STREET ' . .. I PUMP , ST.A Tl.ON • ·-,-_--. r "' ;1-· ' ' I ' . • f,_ " !--+--+----------~---;----;_ UTILITIES DIRECTOR DISINFECTION .. CH~N(); .ORDER R,C.E. No, __ _ DATE-~---~----,.- OIi. • I • MISCELLANEOUS . • · · . ·• f, •• ST90CTUttAl , DET ~ILS · · •. '' ,, OAT( av DESCRIPT,oN APP'D OES.IGNEO .c,tv .oF NEV'PORT a1~ci:. • ;w-&2~.s1.·0$,·t. • : •;it . • -----• ··-----'-'-----R-E_\/_IS-l..,.ON_S_· ----,-..-~---;r.C:::H:::EC:::K:::ED:-,~-t-::DA'°T;;:E:--------;' • UTii;fES ......... ., . iHEiJ . • '.o' • •• ..,,i .t,\PROJ~CTS\NQ3\iQ3\$HEUM6\0W.!)'}t?;!/911 ':pt:or "(" • o,f~t': , y '.:' '; J-•• :._, -'':t:'fl~~'.:,./ : .:.~<:1 • ''.'f:f-1 E )> z I 0 ,- • O n p C ., C "' r-J tSS CJ) >-- ~1 ----- ' <-' .. ·~··-==--·· •'-".'s"",.;_:.,...;;;;,....;a·••:~•~·•:·'.c 1;,,, ;,;.:,,.,.;.~+•,...._;.s.:..~;.,.+:.\·.··_. ~-~/:·/i -~~~-: -J~: ;··_ . ...:-,.::/? .·,'~-"'.~·~-~~~'.;;_-_,_,:;_·~-·~:L;.;\:;.,.;.,-i,,,, .. ;,-~,:~:.~ ''.:,.._ lff • I\ •~ I ' -~ ' ' j ) . 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TION • S<.•t.£; I/~ H. l'•O'' . ,JOn!; _F<>"-. i>JFO. war t.)lo.J>l sece @ · • i JOHN CAROLLO ENGINEERS. Jl9h life DATE BY (lYP) 1/4 W12 (SEE PLAN) K SECTION· l .. • 1' ·o" ;;: -• ' . ' - . . · ... ~,tt,-cw:·,w~l • • 1 1/2"• LEFTING EVE . J FOR INFO NOT SHOWN SEE EB .- "Jr:_ ~we-·--,,-,, -'-· --,.. ·o • r;~;:::+":4;;;;;;-:::;· :;:::;. ws;::;:;::.•:;~•:;.·~~;·.°:;.··~;:·.•=, ::;:::\•· i· •t: -"' ' '? . .._ . ,' ,' t'<t -~1•:;::::;::;::;~~=f===t='*"~. ~~;~ ~ (Qfl'1>11Jf1(8 """ii:::::::r, .·, l.~:.•!oc · ~~ •· • · · il:541t11 oc. '1'.'iB _,.. •• DIS/Nf'f};TION tfHIINOE tJRNR. DESCRIPTION REVISIONS . I . , : I .• • .. • 1 ........... • _....__· ~·. ~-·.' ·_ ~-.-1~:_' ·.·. •• l.-.21..04114'♦;·•---~-VJ\~!li-···------ si:E IV•I •. ·s··· . APPROVED 16TH STREET PUMP· STATION , '·-•. . ... UTlUTIES DIRECTOR _R.C.E1 NO._·-~- APP'O ' DE SIGNED DRAWN . CHECKED OATE . ,i DISINFECTION CHAN(,E .ORDER MISCELLANE;OlJS . STRUCTURAL D~TAJLS • CITY OF NEWPORT BEACH• UTILITIES l>EPARTMEr.lT ' • C,\PROJECT$\N03\I03,SHEETM6.0WG. t/23/9~·· .. PL,OT· AT' 1~1- , __ :_. _____ .. _:r,."-:..r_;,;,-_____ :'__c~~,-:iL __ -..:___ ___ . -1 _. __ .- ·' \ .. -r • ' ' ,'.l ·f .-,, . --·:ir ~ " c ' ~ 0 i;: cl o D a ;g m D " " ~ '1 t ; C ~ " 0 g ~ " z ~ b ~ I io t... D SAMPLE LINE DETAIL 1 ·-tr ----..:_-:1 --· • ) ; / ,-------l> FLAN \ 1" AOA (SCH. 80 BSP) *----t FUTURE WALL , 8Y OTHERS~: b I 116 ------'sc·-r -----+--- 1 1 I I I I I : : : ---. I I I 1 I --__ I r 11 II ------___ _j 46 56 i,, I N ➔--=-~~ --------.-------' -- 1'' AQA (SCH80 BSP) * 1-) I .., \,, I \o ..,-I U') ~(TYP) I ~(TYP) - I ------1----1-------l--I~ -+----'-++-H-+++-i 1----+-f L>----rt 1-T-.,.,... ___ 'T", -----f---.,..,.~+-'-+~~-----~--i ..... -+~-~-------'~ ~ ' ' I I ~ * USE CONTAINMENT PIPE DOWN WALL TO ELEVATION 90.00 I 1- -----r----tl I I,___.-,---,,,, --v--- DIFFUSER DETAIL C I 1" GAP 1 '-5" 5'-0" 1" GAP ' -I SCALE: 3/4" ::.. 1 •-0" 5'-0'' D SAMPLE LINE·-OETAIL ED • -- - ' I' I 1 11 1 I I -Ji I ~i~,:: , II 11 '11 -.i-_ EL. 101.00 " " '11 ,. ---:--r-r-=--=--:--=i--=-JJ-r-' - \o I . "' ' II I I I ·L II I I I --r I 116 116 ~ 1-; =::==::====f==:l=I: H-++-t--+-1 ' - b -I io (TYP) A PLAN VALVE VAULT SCALE: 3 / 8" .:: 1 ' -O" ' I ~ ~-4._EL. 88.50 ----_J I .. 5'-0" J ~ 3/8" = 0 2-4 ' SCALE IN FEET 1 CONSTRUCTION NOTES 0 0 0 0 0 INSTALL 30" LONG SLEEVE FLEXIBLE COUPLING INSTALL 30" BUTTERFLY VALVE (FLG X FLG). CLASS 150B INSTALL 30" CML WROUGHT STEEL TEE (FLG X FLG), INSTALL 12" PVC SCHEDULE 80 VENT PIPE. INSTALL 2'' HALF COUPLING _/ INSTALL PIPE SUF'PORTS PER TYPICAL DETAIL S 18 AT A CENTER-TO-CENTER SPACING OF s•-o" MAXIMUM. INSTALL PIPE SUPPORT PER TYPICAL DETAIL 529 AT A CENTER-TO-CENTER SPACING OF OF s•-o" MAXIMUM, INSTALL EXHAUST FAN PER MANUFACTURER'S RECOMMENDATIONS . / INSTALL SAMPLE PUMPS WITH STAINLESS STEEL NUTS, ANCHOR BOLTS, AND WASHERS PER MANUFACTURER'S RECOMMENDATIONS. 0 ___ ,/INSTALL 30" VICTAULIC COUPLING, STYLE 77. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS, 0 0 @ @- @) ® @ INSTALL 30" CML AND TW 1 /2" THICK STEEL WATER PIPE. EXlEN!:( __ ~APE WRAP 6" INSIDE VAULT. (PE XPE) INSTALL 2" SCHEDULE BO PVC SAMPLE PIPE. INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPE, PROVIDE SEISMIC BRACING PER DETAIL 550 ON DWG T-10. INSTALL 6" DIP CLASS 53 DRAIN PIPE INSTALL 2" BALL VALVE. INSTALL 2" BACK PRES$ CONTROL VALVE_ (IF REQUIRED BY THE INJECTOR MANUFACTURER. INSTALL AMMONIA SOLUTION DIFFUSER. INSTALL UNION OF SAME -SIZE AS PIPE. INSTALL SLEEVES PER TYPICAL DETAIL 420. I I I INSTALL FLEXIBLE COUPLING PER TYPICAL DETAIL 406. INSTALL FLOOR DRAINS PER TYPICAL DETAIL 440. INSTALL PREFORMED CHANNEL' PIPE SUPPORTS WITH PIPE CLAMP ANO STAINLESS STEEL NUTS, BOLTS, AND WASHERS. INSTALL PRESSU~E GAUGES f>ER TYPICAL DETAIL 480. j INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T-9. ROUTE 2'' SCHEDULE 80 SlfEL PIPE FORM ALL HATCH DRAINS TO SUMP_ INSTALL .30" CML AND TW 1/2" THICK STEEL WATER PIPE (PE X PE). EXTEND PIPE WRAP TAPE 6" INSIDE VAULT. INSTALL 30" CML 1 /2" THICK STEEL WATER PIPE (FLG X PE), INSTALL .30" CML 1 /2" THICK STEEL WATER PIPE (FLG X SE). -~ <:i No 14681 No. 19174 Exp,!!/3Ml7 JOHN CAROLLO ENGINEERS ---- 1/96 JLN DISINFECTION\c.o. "i . 3131/97 CIVIi. acer. ~;/VII. ,Pf-!OENIX, AZ • WALNUT CREEK, CA SANTA ANA. GA SACRAt.lENTO, CA SAN BERNARDINO, CA • TIJCSON, AZ SAN piEGO, CA BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA ;1/96 .DATE \ JLN REVISE CONST. NOTE 12 & BY DESCRIPTION REVISIONS '·Jli•-·--------------------------------,---·---·--·----,-------·------.. --,-----------·...__-, _____________________ , __________ ,1-, ___ ...,. ________ ~_ -.-,__ I OWG LAST EDITED BY: JVL USER LOGIN TIME: JANUARY r / {1 -•)' 1~ B~r --\- -----l:_ ___ _ SECTION SCALE: 3/f5' .:: 1 '-0" KEY NOTES B ~ B B ~ SEE DRAWING C-1 FOR CONTINUATION. SEE .S-9 FOR STRUCTURAL PLAN ANO. SECTIONS, SEE DRAWING E-2 FOR ELECTRIAL PLAN. ~ SEE C-3 FOR INVERT ELEVATION ANO YARO PIPlNC PR01'1t.£S. SEE DRAWING M-2 FOR CONTINUATION. \ I I J D m 0 D 0 m D '" < z C < ~ D □ ~ ,, D ~ 2 fTI C1 "' C ~ □ TI z "~-- TI s; 2 I 0 6 C1 0 TI TI 0 TI ~ /5 2 '5 < z fTI \; ~ :i; z 'S / , / / N I / , r-1" NaOCI (SCH80 CPVC) TO 16th 0 STREET VALVE VAULT DIFFUSER f..J:::. r ! -l" AOA (SCH80 BSP) TO INLET VALVE VAULT DIFFUSER ffi -_L_ I I I I I ' I I I I I - '!-- I I i I , I I I r I I I ____ , _____ , ____ , ______________ , __ , ___ -•"'I·-~----',,,.,,.-~,..,, _,·,-;_A---··--, . ---•~"'-·· -=.,,._,,._~.,,..,,-,. ,,,,-",,----,,..,,,,.. -- ·-'---\ ' 3/ I 6" = iJ CD 4 8 ---SAMPLE PIPE FROM DISCHARGE PIPE AFTER THE MIXER PLAN 3/16" = l'-0" It SCALE IN FEET • I -j ffi 6EE DRAWING D/1-/ /::-OR /?E'!//ol·D MEC/iANICAL PIPING PLAN,5 EETWEEN@AND(J_) /r\ NOTES l M-6 A /:,, SEE DRAWINGS DM-1 THROUGH DM-6 AND ~ DT-1 DISINFECTION CHANGE ORDER FOR MECHANICAL REVISIONS IN THESE ROOMS. ------' I ( I ) J I \ I ' ' (,,.,,-~ '/ -- ' ' ! l I. ii' \\ I' J ' J I i I SEE DRAWING M-3 FOR KEY NOTES AND CONSTR4tflON NOTES. I ) ., r ( t . " !_ ' \ 1~----1 C-2961-o----t----i... \. a ~ § ~ ;j ~ \; z I D r 0 a Cl m 0 C 0 D □ ~ m 0 0 D • 'c1 < z El C z , l,.I 0 CONSTRUCTION NOTES 0 0 @ @ e @ @ @ @ @ @ @) @ @) @) @) @ @ @ @ @ @) @ @ @ @ @ @ @ @ @ @ ® @) @ @ @ 6) @ @ INSTALL 30" LONG SLEEVE FLEXIBLE COUPLING. INSTALL 2• SCHEDULE 80 PVC SAMPLE PIPE. INSTALL 1 i' LONG SLEEVE FLEXIBLE COUPLING. INSTALL 3o•x12"x30" CML WROUGHT STEEL TEE (PE X PE). INSTALL 3" SCHEDULE 80 STEEL NATURAL GAS PIPE. INSTALL 3" NATURAL GAS BALL VALVE. INSTALL 2'' NATURAL GAS PRESSURE REGULATING VALVE; FISHER SERIES 730B. INSTALL EMERGENCY ENGINE GENERATOR. INSTALL VERTICAL BOOSTER PUMP. INSTALL 12" PUMP CONTROL VALVE (FE X FE). INSTALL 12" PROPELLER FLOW METER (FE X FE). PROVIDE SEISMIC BRACING PER DETAIL 547 ON DWG T-9. PROVIDE SEISMIC BRACING PER DETAIL 550 ON DWG T -10. INSTALL 12" BUTTERFLY VALVE RATED 250 PSIG (FE X FE). INSTALL 12" PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE (FE X FE). INSTALL 3" AIR VALVE FOR VERTICAL TURBINE PUMP. INSTALL 3" AIR AND VACUUM RELEASE VALVE. INSTALL 3o" CML WROUGHT STEEL END CAP. INSTALL 24" CML AND TW 1 /2" THICK STEEL WATER PIPE (FLG X PE). INSTALL 4" DIP CLASS 53 PIPE. INSTALL 6" DIP CLASS 53 PIPE. INSTALL 8" DIP CLASS 53 PIPE. INSTALL INJECTOR WATER BOOSTER PUMP NO. 1. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL INJECTOR WATER BOOSTER PUMP NO. 2. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL CHLORINE SCALE. INSTALL CHLORINE TON CONTAINERS FURNISHED BY THE CITY. INSTALL CHLORINE VACUUM REGULATOR. INSTALL 1• ID FLEXIBLE CHLORINE VACUUM TUBING. INSTALL 1• SCHEDULE 80 PVC CHLORINE VACUUM PIPE. INSTALL CHLORINE TON CONTAINER TRUNNIONS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE HYDRAULIC HOSE PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE INDICATORS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL EMERGENCY CHLORINE GAS SCRUBBER SYSTEM. INSTALL FRP REDUCER OF SIZE AS REQUIRED PER MANUFACTURER. INSTALL 18-INCH FRP DUCT. INSTALL 18-INCH FRP TEE. INSTALL FLEXIBLE CONNECTION. INSTALL AUTOMATIC WATER FILT~N AND SOFTENING SYSTEM. GALV I INSTALL 3" SCHEDULE 80$ EEL WATER PIPE INSTALL 3" WATER PRESSURE REGULATING VALVE. @ @ @ § @) @ @ @ INSTALL 3'' GATE VALVE. & GALV I INSTALL 2" SCHEDULE 80 ~ STEEL WATER PIPE. INSTALL 2" BALL VALVE. INSTALL 2" CHECK VALVE. INSTALL AMMONIA VACUUM REGULATOR. INSTALL 1" SCHEDULE 80 PVC AMMONIA VACUUM PIPE. INSTALL 2" SCHEDULE 80 PVC CHLORINE SOLUTION PIPES. INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL PRESSURE SWITCH PER DETAIL 4808 ON DWG T-7. PROVIDE PRESSURE SWITCH IN PLACE OF PRESSURE GAUGE. INSTALL 12" VICTAULIC COUPLING, STYLE 77 WITH 300 PSIG RATING. INSTALL :5' REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH TWO :5' SHUTOFF GATE VALVES. INSTALL UNION OF SAME SIZE AS PIPE. INSTALL SLEEVES PER DETAIL 424 ON DWG T -6. INSTALL SLEEVES PER DETAIL 425. ON DWG T-6 INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON DWG T-9. INSTALL FLEXIBLE COUPLINGS PER DETAIL 406 ON DWG T-6. CONSTRUCT ISOLATED EQUIPMENT PAD PER DETAIL 603 ON DWG T -9. INSTALL SPRING TYPE VIBRATION ISOLATORS PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 231 ON owe T-5. INSTALL FLOOR DRAINS PER DETAIL 440 ON OWG T-7. INSTALL EQUIPMENT DRAINS PER DETAIL 440 ON DWG T-7. INSTALL CLEANOUTS PER DETAIL 235 ON DWG T -5. INSTALL EMERGENCY SHOWER AND EYE WASH PER MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWING S-5, CONSTRUCT EQUIPMENT BASE PER DETAIL 600 ON OWG T -9 INSTALL 18-INCH GRILLE PER DETAIL 566 ON owe T-9. INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPES OF SIZE AS RECOMMENDED BY THE MANUFACTURER FROM FILTER AND SOFTENER TANKS TO EQUIPMENT DRAINS. INSTALL AMMONIA TANKS FURNISHED BY THE CITY. INSTALLATION SHALL BE ACCORDING TO THE RECOMMENDATIONS AMMONIA TANK SUPPLIER/MANUFACTURER. INSTALL DIP CLASS 53 DRAINAGE PIPING WITH A SLOPE OF NOT LESS THAN 1 /8" PER FOOT TOWARDS POINT OF DISPOSAL. INSTALL SCHEDULE 80 STAINLESS STEEL PRESSURE SENSING LINE OF SIZE AS RECOMMENDED BY THE MANUFACTURER OF PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE. INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPE FROM AIR VACUUM RELEASE VALVES AND PUMP CONTROL VALVES TO EQUIPMENT DRAIN. CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL EXHAUST FANS PER DETAIL 555 ON DWG T-9. INSTALL PRESSURE GAUGES PER DETAIL 480 ON DWG T-7. INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T -9. INSTALL PIPE SUPPORTS PER DETAIL 510 ON DWG T -8. INSTALL 3" BACKFLOW PREVENTER WITH BYPASS. INSTALL HOSE VALVE AND RACK PER DETAILS 243 ANO 244 ON DWG T-5, INSTALL PRESSURE SENSOR AND TRANSMITTER PER DETAIL 480B ON DWG T-7. PROVIDE PRESSURE SENSOR AND TRANSMITTER IN PLACE OF PRESSURE GAUGE. INSTALL BALL VALVE, Y-STRAINER. PRESSURE REGULATING VALVE, AND PRESSURE GAUGE, DRAIN PIPING, AND FITTINGS AS REQUIRED AT EACH RESIDUAL ANALYZER. INSTALL AIR TOOL CONNECTOR PER DETAIL 475 ON DWG T-7. INSTALL 1" SCHEDULE 80 STEEL AIR PIPE. INSTALL 30" CML 1 /2" THICK STEEL WATER PIPE (PE X PE). INSTALL 30" CML WROUGHT STEEL 9()" LONG RADIUS ELBOW (PE X PE). INSTALL PIPE PER DETAIL 420 ON DWG, T-6. SLOPE LINES AT S=0.0050 UNLESS NOTED OTHERWISE. MODIFY SLOPE AND ALIGNMENT TO ACHIEVE LINE POSITION AT VALVE VAULT INDICATED ON DWG. M-1. INSTALL CONCRETE VAULT PER DETAIL 38 ON DWG, C-4. JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEi<, CA SANTA ANA, CA • SACFlAlwlENTO, CA SAN BERNARDINO, CA , TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA 3/'lf. LJE. DATE BY KEY NOTES B ~ B B ~ §] ~ B §] ~ E] SEE DRAWING C-1 FOR CONTINUATION, SEE DRAWING S-2 FOR STRUCTURAL FOUNDATION/FLOOR PLAN, SEE DRAWING E-3 FOR ELECTRICAL POWER PLAN. SEE DRAWING E-4 FOR ELECTRIAL LIGHTING PLAN. SEE DRAWINGS A-1 AND A-2 FOR LOCATION OF FANS AND HEAT PUMP, SEE DRAWING A-1 FOR ARCHITECTUAL ROOF PLAN. SEE DRAWING M-8 FOR CONTINUATION SEE DRAWING M-1 FOR VALVE VAULT. SEE DRAWING M-6 AND M-7 FOR CONTINUATION. FANS ON WEST WALL AND ROOFTOP HEAT PUMP NOT SHOWN. SEE ARCHITECTUAL DRAWINGS A-1 AND A-2, SEE SCHEMATIC H ON DRAWING M-4 FOR CHLORINE RESIDUE ANALYZER. 1 '-6" SECTION N.T.S, APPROVED C-2961-B 16TH STREET PUMP STATION D/:'J/N FE.CT/ON CIIIIA/G£ OKDER 38799 PLAN NOTES DESCRIPTION DESIGNED DRAWN APP'D AKW\RES RM\DRS CITY OF NEWPORT BEACH W-5231-S M-3 REVISIONS CHECKED DATE JWS JANUARY 95 UTILITIES DEPARTMENT SHEET PS31 OF PS62 DWG LAST EDITED BY, DSC USER LOGIN TII.IE. JANUARY 24. 1995 9,33 Al.I DWG LAST EDITED ON, 01/24/95 13,19,46 DWG NAME, Yc\3894A\SMNPB006.DWG XREFS, SGNPB001 I SMNPB012 j ' ro m TI 0 ' rn > TI ~ ~ el ~ a m ~ ~ rn • ~ z C • ~ ru 0 m 0 TI ~ 0 ' C " ,. TI i! " m 0 a TI 0 0 z m ~ " ~ e z " C ? ~ z .m 0 ,. C: m D cu < ~ ~ I 0 r D n D D u D D ~ 6 z • ~ ~ z !" n ,. C: m D D z ► u \; z I 0 r 0 n D D TI D D '1 6 z 0 .,, f, ~ " ~ --7 I I { { J 48 ~-·------.------,-----y 8" 1 '-2" I I I I ,.! 2'-4" 1 '-6" • I 1 '-t3" 8 SECTION M-2 SCALE: 1/4" = 1'-0" CONSTRUCTION NOTES INSTALL 30" LONG SLEEVE FLEXIBLE COUPLING INSTALL 12" LONG SLEEVE FLEXIBLE COUPLING INSTALL 30"X12"X30" CML WROUGHT STEEL TEE (PE X PE) INSTALL 12" BUTTERFLY VALVE RATED 250 PSIG (FE X FE) INSTALL 12" PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE (FE X FE), INSTALL 12" CML 1 /2" THICK STEEL WATER PIPE (FLG X SE) INSTALL 3" AIR VALVE FOR VERTICAL TURBINE PUMP INSTALL 24" CML AND TW 1 /2" THICK STEEL WATER PIPE (FLG X PE) INSTALL 6" DIP CLASS 53 DRAIN PIPE. INSTALL 3" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 3" GATE VALVE INSTALL 2" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL PRESSURE SWITCH PER DETAIL 4808 ON DWG T -7 PROVIDE PRESSURE SWITCH IN PLACE OF PRESSURE GAUGE. --------- I .3/16" = 4 8 SCALE IN FEET 108.00 16 \ I" GAP INSTALL 12" CML WROUGHT STEEL 90' LONG RADIUS ELBOW (FLG X PE). 'L 1'' GAP -j, - INSTALL 12" VICTAULIC COUPLlfJG, STYLE. 77 WI fH 300 PSIG RATING INSTALL 3" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH TWO 3" SHUTOFF GATE VALVES INSTALL 24" LONG SLEEVE FLEXIBLE COUPLING. INSTALL SLEEVE PER DETAIL 424 ON DWG T-6 INSTALL SLEEVES PER DETAIL 425 ON DWG T -6. INSTALL PIPE SUPPORT PER DETAIL 518 ON DWG T -8 AT A CENTER-TO-CENTER SPACING OF 5' -0" MAXIMUM INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON DWG T-9. INSTALL FLEXIBLE COUPLING PER DETAIL 406 ON DWG T-6 CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 2.31 ON DWG T-5. INSTALL AIR VACUUM RELEASE VALVE PER DETAIL 484 ON OWG T-7 QfESS/Q UAM .t; No 19114 xri 9/JCW97 .... CIVIL -:,,i,,'l".ff /lf c~u\\l'.Y REDUCER AS REQUIRED -----~-1...'i GLOBE VALVE----~""- BACK -PRESSURE CONTROL VALVE ---~;r7< PRESSURE GAUGE-~ Y-STRAINER-----~,t:. BALL VAL VE -----------ri SAMPLE INLET--------t CHLORINE RESIDUAL ANALYZER r . l --GLOBE VALVE ---DRAIN FROM RESIDUAL ANALYZER i----+---BYPASS DRAIN --·----EQUIPMENT DRAIN H CHLORINE RESIDUAL ANALYZER NO. 1 M-2 SCHEMATIC SCALE: NONE l~ISTALL PRESSURE. GAUGES PER DETAIL 480 ON DWG T-7. INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T-9, INSTALL PIPE SUPPORTS PEP DETAIL 510 ON DWG T-8. INSTALL BRIDGE CRANE SYSTEMS PER SPECIFICATIONS AND STRUCTURAL DRAWINGS BRIDGE CRANE SYSTEM NOT SHOWN IN PLAN AND OTHER SECTIONS. DIMENSION PER PUMP MANUFACTURER, NOT TO EXCEED THE SUCTION BELL DIAMETER INSTALL BALL VALVE, )-STRAINER, PRESSURE REGULATOR VALVE AND PRESSURE GAUGE, DRAIN PIPING, AND FITTINGS AS REQUIRED AT EACH RESIDUAL ANALYZER INSTALL 24" CML AND TW 1 /2" THICK STEEL WATER PIPE (PE X PE) INSTALL 12" CML I /2" THICK STEEL WATER PIPE (FLG X PE). INSTALL l t' CML 1 /2" THICK STEEL WATER PIPE (PE X PE). 1 96 JLN 4 DISINFECTION C,O. DATE BY C•ESCRIPTION 1----~-~----------···---·--· RE-VISIONS PRESSURE GAUGE -----~ PRESSURE --------------- REGULATING VALVE Y-STRAINER _____.,,,.---- -------,/' BALL VALVE __,.,,--.---- --SAMPLE INLET _ __.- CHLORINE RESIDUAL ANALYZER DRAIN FROM RESIDUAL ANALYZER H CHLORINE RESIDUAL M-2 KEY NOTES B SEE DRAWING C-1 ~ SEE DRAWING S-4 ~ SEE DRAWING C-1 APPROVED FOR FOR FOR ..... ,,..,_ .... cHEMATIC CONTINUATION ONE --------.,/"~ PUMP CAN INSTALLATION DETAILS. EXTENT OF CONCRETE ENCASEMENT. 1 6TH STREET PUMP STATION ' \ -~ i I ' ! r I i ,J ~ i I g ~ 9, ' ~ .,_ s " - ' "' I 7 i' I I ; I I' I' I ' I l ,f ,-~-,' ' I ' 11 :l :J I q ,;:~ ' " SECTION ~- :;::N-E-o~-i-o_R_Aw_N ___ -------------·---------·----·-·--------------------1-----~---1' UTILITIES DIREC!OR _ 38799 -<:Gt.:_ NU __ _ LJE ! OPP D l. AKW\RE~ I RM\DRS CITY OF NEWPORT BEACH ~W-5231-S , t,,t-4 , Cr'ECl<:EO l DA.TE • I JWS : JANUARY 95 UTILITIES DEPARHAENT SHEET PS32 or PS62 '---------------------------------------------·-------·-------------·------------·-----·------------------·--------·-·-------·---------.._---------·-' [)Mr-; r\JAME H;\NP ___ BE,\CH\3894A\SMNPB008.DWC YRfT5· S",(,N~800i I 'SM_NPBl 15 I SMNPB118 I I 1 .,,. ~ m " □ ' jj w ► s; " z !TI n l> C ~ 0 D z ,; ~ )> z r n r D " " m 0 □ " n Li TI m 0 " D ~ '1 z 6 C z e ro ~ □ ' ~ '" ► TI z m 0 ,. C ~ 0 n " )> w ~ TI £ z r V D r D ~ n " m 0 0 n n □ TI m 0 n TI " ~ ~ 7 a rJ C z < r_u m • n D " ~ " , < " z _m n ~ ~ D n ~ ~ J'-0" ,,, .... -1~~::'h ~;;~~;~~~;~:~::ri::i:~ri~~; ~;i:~;~:~~;;:;;~;~~~~:;;J;;:-~::;; ::-;:::~:-::;~:,;~;;: :~~:;;:;;:~;~;;~:;~::;;:;;:;;:~: ~;:;~~:~;;;;: ;;;::;;:~-;:~~;·:;;:;;:~;:;;;~: :;-;::i:~;:-;;::~,;::-;, :;)::-~;;~ ;;);;;;:;;i,:,1.~.;1 .. :1,.;,..:;;;:~-:s~:;;:;;:;;.:::-;:::;:;;~~;;;;.: ::: ::;;~:;::-~:;;;:;;;~;::-;;~:~):s;~ ;;;~:::-;;:;~;~; ::i-::·:~,;;::i;:~:: ;;,;;, ~;;::;, :;;: :},:-~:, :~! ~ . : """' "'"" "'""'" ""'" "" " " "" " ""'"'""""""'" " ""'"" "'"'"" '"'"' "" " "" "" " "" "'" """""""""" " """'"""" ""'" "'"' ' """"' ""'""' "" '"'"' "" " "" """"""'"'""'""' """""""" "'"""'"'" "" " . " ""'" '""""'" """""" """"" ""'""'" """' " "" ""' '""'""""'""' """' "" ,,,; ~ . . ~ ...... ;, ...... , :·····"'"' ... , 52 .................................. , ...... , : ,,, : i~;::~ .. , ... \~::;::~~\~~:i::::~.};:·;;:~~::;~:;~:~-;:~~i:·::~~s~;::;~~:~~;;-;;s;;~~~;~~~~;-;.;:s.;;-;:,;::-i::;;:~:;~s~·::;::~~:~~-i::;;:i " : "'"'"""'"""""'"""""""""""""'"""'"""""'"""'IIW""""""""""'"'""'''""'"''""""""'""''"""'""''i ; : ' . 52 45" BIRD SCREEN ~r:-::::::;2'~"-::: _it EL. ! 26.00 ,, } : I, ) i . . . . . . . . . : ,---:·· ··,;··,:··,··-,··;-··-···"··s,_· .. -·-·;·•, .... i., ..•. , : !h,.)m "~ .. '1 .. trnl, ,;\..,',, ,},.,.,..,, ,,j, ,,;,,.),, ,, ,;-;_,!·· ·· ·; l@l _ _@CTWJ :?.55 ~ ,'.···· ., ... -:;s:::,:::;~~~-~~~::~;-::~~:;~:;~::~~::~s ... :~~:::i;~~:::;::;:,.~~i-:::~:~;::;::F~:;:-1::~~):~~::~:~•~:~;;;; -::t~ ,;t, ·~· ,-, .... ,:1.::'i:::;;Jh:;;.~;;~~J~::~~:~:~:s:1~s::r:·:~:;;.~:~~::~~~::~~):~:~:~:~:~~:~;~~:~~~~;~~~-;;~~:~.;,· ••• .. ,) .. ~~~:~;~~;;):~~,:;-;:~~:~~~ .... : ........... l,!, .................... , ................. . ..... , ... t> ... it EL. 119.00 53 117 (TYP) 52 .• • , ...................................................... ~ ............ !! .......... ~ .. ,\) ................ ... . .. _. ...... , ................ ~ .. ~ ..................... t ..... , .... ~ ........ ~ .............. .. I I '>--<'-' .. ..1 .... , ~· ................................... . C· ~ T----n----r I 11 I I-----1..1... - I f 1,, I J ___ 1 i----L I I I I . . .1 ... .1 ...... 00 I I ...... ,, . .-..... ;·· ................ ~ . ...... = ........ !< ...................... = . . .. ,:••m• ............ H~ ...... , .... , • • i ... ,.,..,· ...................... b•i• . . . .......................................... T----n----r r----n----r r----n----r I I I I I I I I l II I r _ ....u....__ -4 +---LI ---+ 1------1.L - I r, I I r', I I r, I J ___ 1 i---1 J ___ 1 ,----L J ___ 1 i---l I I I I I I I I I I I I . . . l .. I .. .. ...................................... .1. .. .1 ................................... I I ... . [@] ' ' • I 142 0 ; .,, .. · .... i ········• MOUNTING • • BRACKET ,.-----.r...=o - I ------CD 135 : ~I""'""" 111111111111< ""' "'""'" "" """' ""'"' """"' """'"""''""' """ ""'"""" """"'" j """ """'""' "'"' """" "'" """ I """" "'""" "'" """ ""'" """"' "" """"""""""I 6 \"' ""''"" """ "" ..,,.,.,." """ ""'" """ ""' """ ........ " '"""" """"" '" """ "'""'" """'"'""""'" "i 72 ,. .... ,r111,. : • • • 73,.__ __ 1 • d-EL. 114.00 ~----- (MIN} .......... , ...................... ~ I I . . ( " '. : I . . I . :::::.--::::::~::::}~::::::: .... :·::::·: ... ~. ·::::~~:~::::::::::::::::::'.~::::~~::r:::::::~:::r:~::::::?::::::::::::::::~ .. " ... i ... ~ ........ :::~·::::::::~:;:;;;::~:~;jj7;j;~:7::~:~;~:j;j::~:~;::7~::~:~":::.::::~: .... T •• ~ .. • • ,.. ~ • ,.F .. , ................ :: .. ;\ ....................... ;;:;:L;:.:;:.;::.::~.;: .. i:;.;:, ......... . : , : ' : ···i ...................... ~ ... ... : ~ ' ............... , ... ! ................. ·• I ~' ; ' ... ; 1 .................................................................................................................... • I I I ' . .............................. ... !!. ................... ~ ........ [' .................. _ I CONSTRUCTION NOTES @ @ @ @ @ @ @ ® @ INSTALL J" SCHEDULE 80 STEEL NATURAL GAS PIPE. INSTALL EMERGENCY ENGINE GENERATOR. INSTALL 12" BUTTERFLY VALVE RATED 250 PSIG. INSTALL 12" CML 1/2'' THICK STEEL WATER PIPE (FLG X SE). INSTALL :5' AIR AND VACUUM RELEASE VALVE. INSTALL JO" CLM WROUGHT STEEL END CAP. INSTALL EXPANSION/VIBRATION JOINT. INSTALL EXHAUST SILENCER. INSTALL EXHAUST PIPE WITH :S' INSULATION AND STAINLESS STEEL JACKET SUITABLE FOR ENGINE EXHAUST TEMPERATURE. SIZE OF EXHAUST PIPE AS RECOMMENDED BY ENGINE MANUFACTURER (J" MINIMUM). INSTALL STAINLESS STEEL RAIN CAP. INSTALL CHLORINE TON CONTAINERS FURNISHED BY THE CITY. INSTALL CHLORINE VACUUM REGULATOR. INSTALL 1" ID FLEXIBLE POLYETHYLENE CHORINE VACUUM TUBING. INSTALL 1" SCHEDULE 80 PVC CHLORINE VACUUM PIPE. INSTALL CHLORINE TON CONTAINER TRUNNIONS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE HYDRAULIC HOSE PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE INDICATOR PER MANUFACTURER'S RECOMMENDATIONS. INSTALL EMERGENCY CHLORINE GAS SCRUBBER SYSTEM. 3/16" 0 4 8 SCALE IN FEET .. ................. . I @) @) @ ® @ ® @) @ @ @ @) @) 151 :See OBAW1.Jq5 DM-1, DM-;2.., DM-5, ANO DM-0 F01'-,1c;-c1-1AJttA1.-PLA,J G1cC-rw,uJ @ A.Jo (§) A SECTION M-2 SCALE: 3/16" = 1'-0" INSTALL FRP REDUCER OF SIZE AS REQUIRED PER MANUFACTURER. INSTALL 18-INCH FRP DUCT. INSTALL FLEXIBLE CONNECTION. INSTALL J" SCHEDULE 80 GALVANIZED STEEL WATER PIPE. INSTALL :5' WATER PRESSURE REGULATING VALVE. INSTALL :5' GATE VALVE. INSTALL 2" SCHEDULE 80 GALVANIZED STEEL WATER PIPE. INSTALL 2'' SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL 12" CML WROUGHT STEEL 90" LONG RADIUS ELBOW. (FLG X PE) & INSTALL 18-INCH GRILLE PER DETAIL 566 ON DWG T-9. INSTALL AMMONIA TANKS FURNISHED BY THE CITY. INSTALLATION SHALL BE ACCORDING TO THE RECOMMENDATIONS OF AMMONIATANK SUPPLIER/MANUFACTURER. INSTALL AIR VACUUM RELEASE VALVE PER DETAIL 484. ON DWG T-7. INSTALL PIPE SUPPORTS PER DETAIL 530 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN 5' -o•. CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL EXHAUST FANS PER DETAIL 555 ON DWG T-9. INSTALL DUCT SUPPORT PER DETAIL 535 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF 5'-0" MAXIMUM. INSTALL CATALYTIC CONVERTER ANO AIR TO FUEL RATIO CONTROLLER PER SPECIFICATIONS. INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T-9 INSTALL PIPE SUPPORTS PER DETAIL 510 ON DWG T-8. INSTALL MONORAIL CRANE SYSTEM PER SPECIFICATIONS AND INSTALL SLEEVE PER DETAIL 424 ON DWG T-6. INSTALL PIPE SUPPORT PER DETAIL 518 ON DWG T -8 AT A CENTER-TO-CENTER SPACING OF s·-o· MAXIMUM. INSTALL PIPE SUPPORT PER DETAIL 529 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF 5'-o'' MAXIMUM. CONSTRUCT ISOLATED EQUIPMENT PAD PER DETAIL 603 ON DWG T-9. INSTALL SPRING TYPE VIBRATION ISOLATOR PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 231 ON DWG T-5. STRUCTURAL DRAWINGS. MONORAIL CRANE SYSTEM NOT SHOWN IN PLAN AND OTHER SECTIONS. INSTALL WALL SLEEVE PIPE GUIDE PER DETAIL 426 ON DWG T-7. INSTALL SUPPORTS PER DETAIL 551 ON DWG T -9. INSTALL DUCT SUPPORT PER DETAIL 534 ON DWG T -8. INSTALL AIR TOOL CONNECTOR PER DETAIL 475 ON DWG T-7. INSTALL 1" SCHEDULE 80 STEEL AIR PIPE. CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWING S-5. CONSTRUCT EQUIPMENT BASE PER DETAIL 600 ON DWG T-9. E =-= 14687 1197 IL ' JOHN CAROLLO ENGINEERS PHOENIX. AZ • WALNUT CREEK, CA SANTA ANA, CA • 'SACRAMENTO, C:A SAN BERNARDINO. CA • rucsoN, Al SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS KEY NOTES ~ SEE DRAWINGS A-1 HEAT PUMP. §] FOR DRAWING A-1 ~ SEE DRAWING M-8 ~ SEE DRAWING M-2 APPROVED APP· □ DESIGNED DRAWN AKW\RES RM\DRS CHECKED DATE JWS JANUARY 95 AND A-2 FOR LOCATION OF FANS AND FOR ARCHITECTUAL ROOF PLAN. FOR CONTINUATION. FOR CONTINUATION. C-2961-B 16TH STREET PUMP STATION SECTION CITY OF NEWPORT BEACH W-5231-S M-5 UTILITIES DEPARTMENT SHEET PS33 OF PSS2 owe LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 23, 1995 7:22 AM DWG LAST EDITED ON, 01/23/95 09:15:04 owe NAME: Y:\3894A\SMNPB002.DWG XRffS: SGNPB001 I SMNPBl 12 I n m a Q ;:; D Q m i n ~ s z ~ 2 D 0 m " D D ;:;; ' C. ► -D n ~ m §; ~ ~ ~ n D 0 ' < a , " s z I 0 r 0 " 0 D D 0 D ~ 0 z • ~ < 2 !" " ~ C m 0 D i D ~ z I 0 r 0 " 0 D " 0 "' "< 0 z w vJ \,l ~ " tJ ~~~ I \ \ CHLORINE ROOM PANEL DETAIL 142 \,---l:l---------{t-l--/-~~----1--+-- \-----ll------+Qt-!--il-+-~----n---+-~ I I \@-_- \ .--'- \ \ ··•·•r,········ \ " ' 118 ....... '""'{:'''' ..••. ,....T> -········· 82 81 C SECTION M-2 SCALE: 3/8" = 1 '-0" ................. ,_, .. ..................... ,) /, t· ~----......... . . ..!) ..... " ,. l'· t>] [\ . .. , 0 2 4 SCALE IN FEET ··········hf•'"'"' ......... , .. / ~-•• L. (> /I ! 14 §--f-:l_-r ' I I I I I I i5 80 114 ---· : •••• =-c::,. .• . ..... ···t,····· .......... ', 6 •. ·•1i· ......... !., .. 134 INSTALL STAINLESS STEEL RAIN CAP. INSTLL INJECTOR WATER BOOSTER PUMP NO. 1. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL INJECTOR WATER BOOSTER PUMP NO. 2. PROVIDE PRESSURE RELIEF VALVE ANO BYPASS PER SPECS. , .... INSTALL 1" SCHEDULE 80 PVC CHLORINE VACUUM PIPE. INSTALL AUTOMATIC WATER FILTRATION AND SOFTENING SYSTEM. INSTALL 3" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 2" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 2" BALL VALVE. INSTALL 2" CHECK VALVE. INSTALL AMMONIA VACUUM REGULATOR. INSTALL 1• SCHEDULE 80 PVC AMMONIA VACUUM PIPE. INSTALL 2" SCHEDULE 80 PVC CHLORINE SOLUTION PIPES. INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL FLEXIBLE CONNNECTOR. INSTALL 1" SCHEDULE 80 STEEL AMMONIA PRESSURE PIPE. INSTALL 1" SCHEDULE 80 STEEL AMMONIA PRESSURE RELIEF PIPE, 2 FOR EACH AMMONIA TANK. 8 INSTALL UNION OF SAME SIZE AS PIPE. @ INSTALL SLEEVE PER DETAIL 424 ON DWG T-6. r, @ @ @) @) @ . .. ,. ... _,.. I @ PANEL DETAIL AMMONIA ROOM D SECTION M-2 SCALE: 3/8" = 1 '-0" PIPE SUPPORT PER DETAIL 518 ON DWG T-8 AT A TO-CENTER SPACING OF 5'-0" MAXIMUM. INSTALL PIP PPORT PER DETAIL 529 ON OWG T -8 AT A CENTER-TO-GEN SPACING OF 5'-0" MAXIMUM. INSTALL EMERGENCY SHOWER AN E WASH PER MANUFACTURER'S RECOMMENDATIONS_ CONSTRUCT CHLORINE PANEL PER DETAIL CONSTRUCT EQUIPMENT BASE PER DETAIL INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPES OF SILc.""'-. AS RECOMMENDED BY THE MANUFACTURER FROM FILTER AND SOFTENER TANKS TO EQUIPMENT DRAINS. INSTALL AMMONIA TANKS FURNISHED THE CITY. INSTALLATION. SHALL BE ACCORDING TO THE RECOMMENDATIONS OF AMMONIA TANK SUPPLIER/MANUFACTURER. INSTALL PIPE SUPPORTS PER DETAIL 530 ON DWG T -8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN 5'-0". CONSTRUCT AMMONIA PANEL PER DETAIL 1 ONO DRAWING S-5 INSTALL EXHAUST FANS PER DETAIL 555 ON DWG T-9. INSTALL PRESSURE GAUGES PER DETAIL 480 ON DWG T-7. INSTALL AIR TOOL CONNECTOR PER DETAIL 475 ON T-7. INSTALL 1" SCHEDULE 80 STEEL AIR PIPE. JOHN CAROLLO ENGINEERS J/9/ti LJE. £ Dl:J/NF£C!TJ{)N r!HllNGE tJl<'DEl? PHOENIX. AZ ' WALNUT CREEK, CA SANTA ANA, CA , SACRAt.1ENTO, CA SAN BERNARDINO, CA • T\JCSON. AZ SAN DIEGO, CA BAKERSFIELD, CA VISALIA, CA LOS ANGELES. CA DAT[ BY DESCRIPTION REVISIONS '._ __L j .c+-:1:-----+--~~--.--i--,t:=I=J_J; T ,T, T 0 115 KEY NOTES G ~ SEE DRAWING C-1 FOR CONTINUATION. SEE DRAWING A-1 FOR ARCHITECTUAL ROOF PLAN. ~ '.::,eE DRAW1.lc.~ DM-1,Dt"I?., on-5, ANO DM-(p ;'OR ~c'Vl~EO Mfc-Ct;Atl\CAL-Sel'.T10N i'i APPROVED RECTOR R.C.E. NO. 38799 16TH STREET PUMP STATION SECTIONS ,1.,1,. □ATE ---'1'--'-"'"'~"'-_,_,sz__ __ _ APP'D DESIGNED AKW\RES CHECKED JWS DRAWN RM\DRS DATE JANUARY 95 CITY OF Nl!WPORT BEACH W-5231-S M-6 UTILITIES DEPARTMENT SHEET PS34 OF PS62 DWG LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 23, 1995 7:22 AM DWG LAST EDITED ON: D1 /23/95 09·20 58 DWG N•ME: Y\3894A\SMNPB005 OWG XREFS: SGNPB001.dwg I SMNPB114 I SMNPB 115 I u ,; z I 0 r 0 ~ " 0 m D 0 ~ • JJ ~ " 0 " JJ w "; a ~ z 5 • C z < w 0 m • . " , D ~ ~ -ffi > " " z ,m 0 )> C ~ 0 JJ z ;; " ,; z I "' 0 r ~ 0 fl " 0 m D 0 ~ " JJ D u m 0 u B JJ I"' " w ~ 0 -< z E " C " < z ~ w 0 m • :c! D " ~ Si C t ,;; " z m 0 )> C ~ 0 JJ z ;; u ,; z I a r 0 ~ " 0 m □ 0 ~ " JJ D " i ~ 0 JJ ~ "; ' z 5 , C z -· < 6" MIN. (TYP) 148 (TYP) ,, 10'-0" (MINIMUM) (SEE NOTE libi. 85 (TYP) . 3 0 D I I I • ) '~ I , I I I I I ! . /-<'~-il-UXJ:+-:+-1%t'--"1 ~II~ +-----ll---k'>!----B--+l'J4- 80 81 93 A M-6 & NOTE 92 (TYP) -@)(TYP) CHLORINE PANEL NTS 14 MINIMUM ACCEPTABLE DIMENSIONS OF CHLORINE AND AMMONIA PANELS ARE INDICATED ON THE DRAWINGS. ACTUAL DIMENSIONS SHALL BE AS REQUIRED PER EQUIPMENT FURNISHED BUT SHALL NOT BE LESS THAN THE DIMENSIONS INDICATED ON THE DRAWINGS. DETAILED LAYOUT OF CHLORINE AND AMMONIA PANELS SHALL BE SUBMITTED WITH SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE CITY. COST OF ANY CHANGES SHALL BE BORNE BY THE CONTRACTOR. (TYP) (TYP) (TYP) ~---192 (TYP) b I N fl' tJIN. (TYP) 80 148 (TYP) 81 93 B M-6 1 o· -0" (MINIMUM) (SEE NOTE l ~ (TYP) (TYP) AMMONIA PANEL NTS (.) 92 (TYP) (TYP) ~---192 (TYP) 14 b w I UJ "' <J) b I N -~ , .. ,.~-~ I{) /// ___ .' I 52 \ I 15 15 /: ir-~ ] •. • •. . . ' : ' : t -----.c __ J .. ,.1 ..... E TELEMETRY ROOM -HVAC PLAN M-2 SCALE: 3/16" = 1'-0" CONSTRUCTION NOTES KEY NOTES ® e @ @) @ @ @ @ @ @ @ @ ® @ @) @ @) @ INSTALL SINGLE PACKAGE ROOFTOP HEAT PUMP. INSTALL 1" PRESSURE REGULATING VALVE. INSTALL 1" SCHEDULE 80 CHLORINE VACUUM PIPE. INSTALL 2" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 2" BALL VALVE. INSTALL 1• SCHEDULE 80 PVC AtJMONIA VACUUM PIPE. INSTALL 2• SCHEDULE 80 PVC CHLORINE SOLUTION PIPES. INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL 2" WATER PRESSURE REGULATING VALVE. INSTALL 1'' BALL VALVE. INSTALL 2" Y STRAINER. INSTALL 1" SCHEDULE 80 PVC CHLORINE SOLUTION PIPE. INSTALL AUTOMATIC CHLORINATOR. INSTALL MANUAL CHLORINATOR. INSTALL CHLORINE INJECTOR. INSTALL AUTOMATIC AMMONIATOR. INSTALL MANUAL AMtJONIATOR. INSTALL AMtJONIA INJECTOR. INSTALL 1" SCHEDULE 80 PVC AMMONIA SOLUTION PIPE. INSTALL 1" CHECK VALVE. INSTALL 1 f5' FRP DUCT. CENTER LINE EL. 118.00 INSTALL SUPPLY AIR REGISTER, WITH 15"X16" CORE. 800 CFM EACH. INSTALL RETURN AIR REGISTER. WITH 16"X16" CORE. 750 CFM EACH. INSTALL 18" FRP TEE. INSTALL UNION OF SAME SIZE AS PIPE. INSTALL PIPE HANGER SUPPORT PER DETAIL 501 ON· DWG T-7. CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWING S-5. CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL PREFORtJED CHANNEL PIPE SUPPORTS WITH PIPE CLAMP AND STAINLESS STEEL NUTS, BOLTS, AND WASHERS. INSTALL PRESSURE GAUGES PER DETAIL 480 ON owe T-7. INSTALL FITTINGS AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL EQUIPMENT WITH STAINLESS STEEL NUTS, BOLTS AND WASHERS Of SIZE AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL FLEXIBLE CONNNECTOR AND TRANSITION PIECES AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL 1" COMPRESSION COUPLING WITH TIE RODS. JOHN CAROLLO ENGINEERS ~ ~ APPROVED un DIRECTOR R.CE NO. SEE DRAWING A-1 FOR ARCHITECTUAL ROOF PLAN. SEE DRAWING S-2 FOR TELEMETRY ROOM REFLECTED CEILING PLAN. C-2961-B 16TH STREET PUMP STATION 38799 DETAILS AND PLAN PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENrQ, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA 3·2.195 JL.N __ .., i<.EVISE (,l~l..ORINE. 1. AMMOIA Pl\~ELl ,J,,f.,, DATE -~1--~~~1--,=~~-- ' DATE BY DESCRIPTION DESIGNED DRAWN APP'D AKW\RES RM\DRS CITY OF tEWPORT BEACH W-5231-S M-7 REVISIONS CHECKED DATE JWS JANUARY 95 UTILITIES DEPARTMENT SHEET PSJ5 Of PStl2 OWG LAST EDITED BY, DSC USER LOGIN TIML JANUARY 23, 1995 7'22 AM DWG LAST EDITED ON: 01/23/95 09:24:57 OWG NAME, Y\3894A\SMNPB003 OWG XREFS, SGNPB001.dwg I SMNPB116 I SMNPBIOJ I TI ,; z B r □ ~ TI D 8 □ $ D D 0 .,, m 0 ~ D D ~ !'i e z B " C z " w C m D 0 , ' jj " " ,;; C D z .m ~ \i 0 D z j; .,, ,; z I 0 ' 0 D D m 0 0 D D 0 D m 0 D D ~ !'i z 0 C z 7 "" lJ 0 .,, G" r- ' " r' cp 12 13 77 N '-· --!; 7 "7"'-c? c?n 7 7 --7;;.7~2_ :_;;z__;;_·:,-,;,;;::-:_;,;;-z,z:1_;-f ~?zz -; ;,zcczz112~z;_::,::"itJI~ll-:z1:. ;r2:-.?Li7ZZZJzd B .......................................... , ....... , .... , ............................... , .... , ... , .. , .. _ :-,~-><\,:\s>,"\; ,:s~\i\\ ~::·,-:\··---~>:\ ~;:,~ 1----0-----B----.I [//1 <t_ EL. 119.00 t/j <t_ EL. 120.00 l TOP OF GRATING 105.5 T.O.C. 105.5 22 )------._ 17 116 --+.----- T.O.C. 94.00 /I 17 / INV. EL 94.86 . j SECTION EL 3/16" = 1'-0" ED EXTENSION -PLAN I --;i ---- -1- ~ 106.5 --' INV. EL. 98.00 -1- INV. EL 97.50 3/16" = 0 4 8 SCALE IN FEET <t_ EL. 120.00 <t_ EL. 119,00-~ • , 11 (TYP) ,//) ~-r:r-. 1 • -0" -... , ....................... , .................... , .. , .... , .. . 6'-d' 2'-0" ~1-------~,------------~-/ i' /~ 6'-0" _l ---© 14 16 1 '-0" t t 2'-0" SECTION ::_.-· __ f--0 ---@ 3•-0· I COVER (MIN.) •r , L i'. .......... 1T7- 8 s•-o" CD 1/4" = l'-o" CONSTRUCTION NOTES 16 INSTALL GALVANIZED STEEL GRATING PER TYPICAL DETAIL 120. INSTALL CONCRETE VAULT PER TYPICAL DETAIL 212. INSTALL 6" DRAIN FLAP GATE VALVE. INSTALL CLASS C CONCRETE FILL. INSTALL· 6" DIP CLASS 53 DRAIN PIPE. INSTALL 3" SCHEDULE 80 Ct.AL STEEL WATER PIPE. INSTALL 1" BALL VALVE. INSTALL 3" REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTOR WITH TWO :s' SHUT OFF GATE VALVES. INSTALL UNION OF SAME SIZE AS PIPE. INSTALL SLEEVES PER DETAIL 424 ON owe T-6 . INSTALL SLEEVES PER DETAIL 425 ON owe T-6, INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON OWG T-9. INSTALL DIP CLASS 53 DRAINAGE PIPING WITH A SLOPE OF NOT LESS THAN 1/8" PER FOOT TOWARDS POINT OF DISPOSAL. INSTALL PIPE SUPPORTS PER DETAIL 530 ON owe T -8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN s•-o"' INSTALL I" STEEL SCHEDULE 80 AIR PIPE. INSTALL 1'' STEEL CAP. INSTALL 3" PVC CAP. INSTALL 3'' PVC SCHEDULE 80 WATER PIPE. INSTALL 24" Ct.AL ANO TW 1/2'' THICK STEEL WATER PIPE (PE X PE). INSTALL 12" CML 1 /2" THICK STEEL WATER PIPE (FLG X PE). -..., ~ 14687 JOHN CAROLLO ENGINEERS Exp. 3131197 ~ CIVIi.. "' GA\.: PHOENIX:, AZ • WALNUT CREEi(, CA SANTA ANA, CA -SACRAI.IENTO, CA SAN Bl:RNARDINO, CA • TUCSON, AZ SAN DEGO. CA • BAKERSFIELD, CA VISAUA, CA LOS Afll(,ElES, CA . DATE BY DESCRIPTION REVISIONS N 11 6 2'-d" 2'-(f 3' -0" ,, ,, 2'-0" I -, ,, ij 2•-0" . I 94.86 I I LOW POINT 23 ~ 45 :1_ I. I ,, SURGE VAULT -PLAN 3/~ = 1 '-0" KEY NOTES B SEE DRAWING C-1 FOR CONTINUATION. 1451 SEE DRAWING s-2 FOR STRUCTURAL FOUNDATION/FLOOR PLAN. ~ SEE DRAWING M-2 FOR CONTINUATION. APPROVED iLJl\'.i)IRECTOR R.C.E. NO. 38799 C-2961-8 16TH STREET PUMP STATION EXTENSION AND SURGE VAULT - PLANS AND SECTIONS DESIGNED DRAWN APP'D AKW\RES RM\ORS CITY OF NEWPORT BEACH W-5231-S M-8 CHECKED JWS DATE JANUARY 95 UTILITIES DEPARTMENT . SHEET PSJ6 OF PS62 DWG LAST EDITED BY: DSC USER LOGIN TIME; JANUARY 24, 1995 9:33 AM DWG LAST EDITED ON: 01/24/95 14:19:17 DWG NAME: Y:\3894A\SMNPB007.DWG XREFS, SGNPB001 I SSNPB133 I SMNPB104 I SMNPB117 I SCNPB103 I SCNPB110 I ,, ~ 2 I 0 r 0 ii ~ n m 0 0 a ~ ~ 0 0 ,, < m 0 " ~ 0 ~ ;, 0 " z ~ rn s m . " ~ 0 J Si , > " " z .m ' ~ w z :,: a ~ r 0 ~ " m 0 a 0 !l " co □ cl m N " ~ -• < ~. a 15 ' ~ z " w C m 2 " u " " 'jj ~ ~ ► < " z .m " l> C ~ D D ~ N cp I 1< Z Z / : Z>(.Z./ I I I I CHLORINE ROOU ED cp ,,:~(;::z:;;,~,;;::-<~.<::I "1 ' -,,;i.---==--110_._5 __ !,,.:..L-----, [,, 115 "--'--i-~ -----,l J: L. 1 06. 5 I' ' SECTION 1/4" ,. 1 '-()" 3/16" = 0 4 8 SCALE IN FEET 5 9 6' -1" 12•-2" 6'-1 r· g" q:,_,• 7'-f!' ,._,. •·-•· ,._,. 5'-g' B ,._,. 9'-6' ~--------1->------------,-------i---~--i---------+-"'-=--i------t------_,,--1-,__----i------+----s· -9" CD PLAN CONSTRUCTION NOTES 16 INSTALL PIPE SLEEVE PER DETAIL 424 ON DWG T-6. INSTALL 6" SCHEDULE 40 STEEL WATER PIPE. INSTALL 2" SCHEDULE 40 STEEL WATER PIPE. INSTALL 1• SCHEDULE 40 STEEL WATER PIPE (DRAIN). INSTALL 1• BALL VALVE. INSTALL 6" -150 LB. FLANGE. INSTALL 6" -150 LB. BLIND FLANGE. INSTALL 2" WELDOLET. INSTALL HANGER ROD FOR STEEL PIPE. INSTALL 6" X 2" REDUCING TEE. b ... ::-:::: ................................... , ....... , ... . I . 0) 1 39 , 115 : 189 (TYP) • ·/ ' I / ' /.· 0 ~ ·' . : ...................................... i" ................. T .................................................................... ·:·•7···· ............................................... ;1··· .. ~ .................................................................. ,,,7 ............... ' ; ; ,,, 0 .._,., I /.· • = I ...... ;, • .. @ @, </ ""'""'"""" """"""' """"""""""'"" .... , .. , ............ , .......... , ....... , .................. , ............. , ..... , ... ? .. , ..... .. b I 0 ~ ~ a. >. >-~ ... , .................................. ; .. :.,.; ... , .......... , .. .. 22 {TYP) J " ................... ""' "'""""" """"""""""""""" "'""'""""""""""''""'!/";;"" SEE NOTE 3 KEY NOTES ~ SEE DRAWING M-10 FOR CONTINUATION. @ INSTALL EARTHQUAKE BRACE PER DETAILS B AND C ON DWG M-11 @ INSTALL LINES I' -6'' BELOW STEEL ROOF DECK. § INSTALL CONCRETE SPLASH BOX PER DETAIL 355 ON DWG C-5. LEGEND NOTES 0 HYDRAULIC REFERNCE POINT / 7 SEISMIC BRACE 0 INSTALL CENTRAL MODEL G.B. 175" 3/4" s.s.u. 8.1 K-FACTOR. • INSTALL CENTRAL MODEL G.B. 8.1 K-FACTOR. 175· 3/4" CHROME RECESSED © INSTALL CENTRAL MODEL ELO-GB QR 200• .64 S.S.U. ORIFICE UPRIGHT 11.4 K-FACTOR. ~SPRINKLER DEFLECTOFISTO BE /'-6 11 BELOW STRUCTURAL MENBERS ITYPJ 1. WATER SUPPLY DATA: STATIC = 74 PSl-10% = 66.6 PSI RESIDUAL= 48-10% = 43.2 PSI AT 2412 PGM 2. ALL HEADS ON THIS DRAWING TO BE CORROSION PROOF 3. THIS AREA CALCULATED AT .40 GPM FOR 2500 SQ FT SYSTEM DEMAND OF 1228.6 GPM 'AT 33.6 PSI AT BASE OF RISER. EXTRA HAZARD -GP2. 4. ALL PIPING SHALL BE HYDROSTATICALLY TESTED AT 225 PSI. & 5. PROVIDE 6 SPARE SPRINKERS OF EACH TYPE AND SIZE . 6. SPRINKLER MAINS AND LATERLS SHALL BE INSTALLED 6 INCHES BELOW STEEL ROOF BEAMS I TYP J . APPROVED b C-2961-B 16TH STREET PUMP STATION JOHN CAROLLO ENGINEERS PH(UIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD. CA VISALIA, CA LOS ANGELES, CA 3-95 J LN &MISC. FIRE SY">TEIJ\ e, I DATE BY I DESCRIPTION REVISIONS -~f.o\ji-1 ADDlilOl-4$ •/,,~• ~ b!? ~RECTOR R.C.E. NO. 38799 APP'D DESIGNED DRAWN DJL\LJE RM\DRS CHECKED DATE JWS JANUARY 95 PUMP STATION - FIRE SPRINKLER PLAN CITY OF NEWPORT BEACH W-5231-S M-9 UTILITIES DEPARTMENT SHEET PS37 OF PS62 OWG LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 24, 1995 9:33 AM DWG LAST EDITED ON: 01/24/95 14:25:01 DWG NAME: Y:\3894A\SMNPB009.0WG XREFS: SGNPB001 I SMNPB105 I SMNPB122 I SSNPB202 I \,J ..J N \o I 5' -0" 1 o· -o" 5'-0" 1 0' -0" s•-o" s•-o" 10'-0" 5' -0" 4' -4" 9' -0" 1 '-0" 1 '-6" 21 'N '<t I . I <t I{) ""'"'"""'"'""""' .,,! •. ' i '-+--"-.-'-'--,L'-----1- 20 /~ : " , ....::B---j,.,ef--J '2' 9 >j,--LE:,,, Q l/ -20 TYP(UNOI ! ' ![1 -·tf 7E -----i:::: ::r ---1---- --------T::::::1 • -----1 -----------r===: :1·· ---------:: = ,-:~; b I 0 ,..,. I -I") •• 1 , • , -0 , ............. ::1, , iv ................................... :.· .. •.·, .. •.·1/ ............................................................ ,.: ................ :::. :::::::: .. :.. ............................................ ::':,I::................................... ..•........• ~ ............... .: ............................................................... ; •••••••••••••••••••••• ·,<---····················· .. •••••••••••••••••••••• ... :1.L ......................... '·.·.·._·.· .. · .. ·.·.·.·.·.·.·.·.·.·.·.·.·.· .................................. ; ..................................................................... "-4-----+-.. I~ \/; : j b I .. .... . 191 TYP(UNO) ... ·'' :: '" ,,, .......... :,., ... ,.,. : . : ;/). ;,, ' '"""'"''"""'"'"'"'""""""'"'""'""' '"""""'""'"'"""""""' j '""'"""'""""'""'"""" ,, ....................... ""'"'"'""'"'""""''""'""'""""' '""""'"""" , .. , ............ , '. ............... , .......... , ........................................ , .. , ............ , ............ , ............. , .. , ............ , .. , ........... .-; ....................... -1--: .... ::: ....... , .......... , ............ , .......................... , .. ,., .. , ...... : 1/ \ •••••• • ;·.·.: .... '." .. ··,·1··:···· ............................ ................ , ' : ' • 'V' . . : .... . .•• ! ' ............................. ; iv; 'f L a 1 // .. " ' // b I io >:1 ~ ' . . : '~ :(j ................................... C,."1 .............................................................. :::: .... :.:: .. ::::: ........................................................... 1 ........................................................................................................................................... , ............................................................................................................................................ : ................................................................................................. ----'',._>,..., ___ __,_ : ; : :, ~ #2 CONSTRUCTION NOTES INSTALL PIPE SLEEVE PER DETAIL 425 ON DWG T-6 INSTALL 6" SCHEDULE 40 STEEL WATER PIPE. INSTALL 2" SCHEDULE 40 STEEL WATER PIPE. INSTALL 1• SCHEDULE 40 STEEL WATER PIPE. INSTALL 6" -150 LB. FLANGE. INSTALL HANGER ROD FOR STEEL PIPE PER DETAIL D ON DWG. M-11. STUB 2" DRAIN THROUGH WALL AT ELEV 107.00 #2 INSTALL EARTHQUAKE BRACE PER DETAIL B AND C ON DWG M-11 INSTALL ,¢/~jef DUCTILE IRON WATER PIPE. INSTALL 1 /2" SCHEDULE 40 WATER PIPE. INSTALL 1 1 / 4" SCHEDULE 40 WATER PIPE. INSTALL 4" -150 LB. FLANGE. INSTALL 4" -150 LB. BLIND FLANGE. INSTALL 6'' X4" SCHEDULE STEEL 40 REDUCER. INSTALL 2" SOCKOLET. CD : ' #2 #2 #2 SEE NOTE 4 PLAN 3/16" = 1'-0" INSTALL 4"X1 1/2" SCHEDULE 40 REDUCING TEE. INSTALL 4" SCHEDULE 40 STEEL WATER PIPE INSTALL 1/4" SOCKOLET. INSTALL 2'' ANGLE VALVE, CENTRAL MODEL F -16 INSTALL 1" BALL VALVE, CENTRAL MODEL F -19 (AUX. DRAIN). INSTALL 1/4" 3-WAY GLOBE VALVE, CENTRAL MODEL F-17 INSTALL FLOW SWITCH, POTTER MODEL VSR-F. INSTALL POTTER 1 Cf' ELECTRIC BELL MAINTAIN 2" CLEARANCE AROUND PIPE ALL PIPE, FITTINGS, HEADS TO BE CORROSION PROOF. INSTALL PRESSURE GAGE {0-300 PSIG) INSTALL 6" FLANGED 90" BEND -STEEL INSTALL 6" STEEL TEE DROP PIPE WITH 90' ELLS TO ELEVATION BELOW LOWER CEILING INSTALL SPLASH BLOCK PER DETAIL 3!!1!1 ON DWG C-5 3/1 [:i" = 0 4 S 1 6 SCALE IN FEET #1 : ,,. ~ :: /: : ,. ~ ',-._ Oo._ .1 i:= N.._., @ CD LEGEND --1---.-2" CLR MIN. & , ' , : Q EL. 116.0 ~ ....... , .. , ... : SECTION 3/16" = l'-0" 40 RISER FLE SUPPORT COUPLING. KEY NOTES tj, EL. 11 1 .00 0) : ~ ~i "1 [,i\[ ' '. I _; • ···<'.I ; •• , ~ ............. ; SECTION 3/16" = 1·-o" tj,_ EL. 107.00 0 HYDRAULIC REFERNCE POINT SEE DRAWING M-9 FOR CONTINUATION. / 7 SEISMIC BRACE SEE CONTRACTORS DRAWING C-5 FOR CONTINUATION. 0 INSTALL CENTRAL MODEL G.B. 175' 3/4" s.s.u. 8.1 K-FACTOR. • INSTALL CENTRAL MODEL G.B. 175' 3/4" CHROME RECESSED 8.1 K-FACTOR. © INSTALL CENTRAL ORIFICE UPRIGHT JOHN CAROLLO ENGINEERS PHOENIX, AZ , WALNUT CREEK, CA SANTA ANA. CA • SACRAMENTO, CA SAN BERNARl)JNQ, CA • TIJCSON, AZ SAN DIEGO, CA • BAKERSFla.D. CA VISALIA, CA LOS ANGELES, CA MODEL ELO-GB QR 200' .64 s.s.u. 11.4 K-FACTOR. NOTES: 1. WATER SUPPLY DATA: STATIC = 74 PSl-10% = 66.6 PSI RESIDUAL = 48-10% = 43.2 PSI AT 2412 PGM 2. ALL PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS. ffi 3. SPRINKLER MAINS AND LATERALS SHALL BE INSTALLED 6 INCHES BELOW STEEL ROOF~ BEAMS lTYP l 4. THIS AREA CALCULATED AT 0.21 GPM FOR MOST REMOTE 1500 SF SYSTEM DEMAND OF 615.5 GPM AT 49.7 PSI AT BASE OF RISER. ORDINARY HAZARD -GP2. & 5. MIN. CLEARANCE AROUND RISERS AND MAINS PENETRATING FLOORS AND WALLS SHALL BE. 2" (TYPl . £ 6. PROVIDE FLEXIBLE COUPLINGS WITHIN 3 FEET OF WALL EACH SIDE OF MASONRY WALL PENETRATIONS. CAULK ALL PENETRATIONS PER~ ~ & 7. INSTALL FLEXIBLE COUPLINGS ON ALL PIPE 3" AND LARGER C-2961-B APPROVED 16TH STREET PUMP STATION bE: .. .,,,t( UTITICiilREGTOR .3B799 R.C E. NO.~--EXTENSION - +---+-/2\-.---A°"O""O~lA'"'L'L-,O;ccU-;cTa,$,--,=Fc::Oc;c;R-,S:c:E=-;C;c;T=clO"'Nc;:=b·'"'"'"'6"'·,a,1~ 3· '\5 J Lisi B & C :\c MIS<:. Flll.E SYSTf.M A001T\ON •{'1.1/•s DATE -~1~-:Z.='3~:'l~~~---FIRE SPRINKLER PLAN • I I DESCRIPTION DATE BY REVISIONS DESIGNED APP'D DJL\LJE CHECKED JWS DRAWN RM\DRS DATE JANUARY 95 CITY OF NEWPORT BEACH W-5231-S M-10 UTILITIES DEPARTMENT SHEET PSJ8 OF PS62 DWG LAST EDITED BY; DSC USER LOGIN TIME; JANUARY 24, 1995 9 33 AM OWG LAST EDITED ON; 01/24/95 14:44:12 DWG NAME: Y:\3894A\SMNPB010.DWG XREFS: SGNPB001 I SMNPB106 I SMNPB123 I SMNPB124 I SSNPBl34 I ~ ~ I z I ~ □ r 0 " □ s • □ a C ' D • C ~ tJ • D s ' D C ~ n < z o C z " < ID n • " 0 a ' ~ C rn > " • z m □ ,. C ll D z " .. t I I I I I + I !" ..... ~, .. ' ., ...................... . . ................................................................................................................................................................................................................................................................................................................... . .............. ,,., ....... ,. ' ............. , f-*-i} c:;: : . ': . ................................................................................................................................. ,.. ...... , ...... , !\'.'/;/ ,. \.\\\\"S\·;·::;~\Y\:· ;;~;'"~\\·:;;:-;;:;s;s':c.\S:'.;\>;;\y~.\;\;\\\\;~;\~~>;:-;~· .~ •' : ~ . ; c; ~ ,:H><l-(:k)'-jcl..; ~ 194 ..,. ..... ....... . l : •• ; r• : ~ a,: I ~ ,, l§}(TYP) _.. ' .. E*Ti··· .. i .:.--,}• : ·.' -----'--'. = ~ , ~ "' ......... ~ ................. v ............. ~·'····~ .. ····~ ••••••• ····~· ..t ...•.• i .............. ·······~··· ......... ,,, ......... : ... \) ................................ c ... I ( ..... f. ... ~ ....... _. ....................... r, ................................. f ............. ~ ................................. ~···"·~ ............... ~·-"· • ·' ................. • ;f' .............................. ~ ..... ,.. .. I . .... ~ . .. ..... ; ............ ~t•······ .. ···.. . ... = ••••••••• ,. I ....... "f, .................. : ........... ft ..... I ....................... ;.; ............. ···················-·:: .... r. ... :::.::.~ .. : .......... • ...... : .. : ... ""' . ~. . .~ .......... ~ ....... ~ .... :::.":~ .~:.~::.: .. : .. Jl-... ::.~ .. : ~--· ..... :. .•. .. .• .... .. .•.. .. .. ... .. ... , ............ ~ ..... ~ ... ~ .. .. . : ~ ................. . .. . ................................. .. : I >·· : .. .t.~ .. \ r" --...l ............. ..' EXISTING WALL~·· PIPE RISER~~ 'o FAST CLAMP (TOLCO FIG. 1000) NOTES: 0 1. TO ASSURE MINIMUM REQUIRED TIGHTEN HEX NUTS UNTIL LEAF IS FLAT. SWIVEL FITTING (TOLCO FIG. 910) 2 PLACES LEAF SPRINGS (SHOWN FLAT) 2 PLACES TORQUE- SPRING 2. TOLCO STRAIGHT FITTING, FIG. 975 MAY BE USED IN PLACE OF THE SWIVEL FITTING, FIG. 910, 8 DETAIL SCALE: 1'' = 1 •-0" EARTHQUAKE RISER BRACE •••••• ; ........ k ..................... ;. ........................................... . .......... ~............ .. ...... ~ ............. ,.~ .. , .. ~ ........... ·······t-· ·-1···· • ..... "' 1---n----r I r----rr---: r----rr---r y----rr---r I ,--n---::----:77-.1,\ 9'-ct I ~ ·····:·· , ....... ! .................... '.~ ...... . I :---;:-:;-- I r I --,i-i;--1 r-r~ ------r--+-+-:----LI--I r I _J '---+--~ + _j__ i • ................... 1. -.. ... ~ ... '-. _, j __ ~Lr __ L '-''--' j ___ 1r-~~.---... -< ... '-..... ✓ .. <-~~1.f~~~~ .. '-. .,-< ... <-.J J-.~.~f r-.~.~ .............. 1 ~ i. r..-~~-~~f.~~-'' ~] '''' '' ''' .f ··I-····-----__.~ ' ' ............. ............. I\ . . • . .. ........................... .......................................................... ................................... ,..,, ....... ., ......................................................... ; . ............. "·· . I A SECTION ; .............. ; M-9 SCALE: 3/16" = 1'-0" ---#-+ EXISTING PIPE LEAF SPRINGS (SHOWN FLAT) SWIVE._ FITTING (TOLCO ~ IG, 910) FAST CLAMP (TOLCO FIG. 1000) "--EXISTING WALL NOTES: 1. TO ASSURE MINIMUM REQUIRED TORQUE- TIGHTEN HEX NUTS UNTIL LEAF SPRING IS FLAT. 2. TOLCO STRAIGHT FITTING, FIG. 975 MAY BE USED IN PLACE OF THE SWIVEL FITTING, FIG. 910. • 3. TOLCO PIPE CLAMP, FIG. 4A, WITH TOLCO SWIVEL FITTING, FIG 910, MAY BE USED IN PLACE OF LEAF SPRING. C DETAIL SCALE: 1" = 1•-0" TYPICAL ALL EARTHQUAKE LONGITUDINAL BRACES 0 4 8 SCALE IN FEET CONSTRUCTION NOTES @ INSTALL PIPE SLEEVE PER. § INSTALL 6" SCHEDULE 40 STEEL WATER PIPE. @ INSTALL 1" SCHEDULE 40 WATER PIPE. 0 INSTALL 6" 150 LB. BLIND FLANGE. @ INSTALL HANGER FOR STEEL PIPE (SEE ®) 16 LEGEND 0 HYDRAULIC REFERNCE POINT 7 SEISMIC BRACE 0 INSTALL CENTRAL MODEL G.B. 175" 3/4' S.S.U. 8.1 K-FACTOR. e INSTALL CENTRAL MODEL G.B. 175' 3/4" CHROME RECESSED 8.1 K-FACTOR. ® INSTALL CENTRAL MODEL ELO-GB QR 200-.64 S.S.U. ORIFICE UPRIGHT 11.4 K-FACTOR. JOHN CAROLLO ENGINEERS PHOENIX. AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRA'-IENTO. CA SAN 0ERNA.ROIND, CA • TUCSON. AZ SAN DIEGO, CA • BAKERSFIELD. CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS _L .l_ / --------,,,.........,,,.,./ , APP'D . . ,, •. ~ ........ :•.·.··········· ., ' ·' ......................... · ..... : . . i 1· .............. : ... ; ................. ; 1 ,1 .... · .... ,,. ......... . RETAINER STRAP SCALE: DETAIL '•., . : ............. : .. ,; ..... ;A : TOP BEAM C CLAMP ALL-THREADED ROD PIPE RING 1'' -1•-0" CD TYPICAL ALL HANGERS KEY NOTES ~ SEE DRAWING M-10 FOR CONTINUATION. APPROVED C-2961-B 16TH STREET PUMP STATION DATE __ t-_z_~_-,_5~---FIRE SPRINKLER SECTION AND DETAILS DESIGNED DRAWN DJL \LJE RM\DRS CITY OF NEWPORT BEACH w-5231-S M-11 CHECKED DATE JWS JANUARY 95 UTILITIES DEPARTMENT SHEET PSJ9 OF PS6 DWG LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 23, 1995 7:22 AM DWG LAST EDITED ON: 01/23/95 09:34:06 DWG NAME: Y:\3894A\SMNPB011.DWG XREFS: SGNPBD01 I SMNPB12I I SMNPB125 I SMNPB126 I SMNPB127 I SMNPBl 12 I ~ ,; z "' :,; 0 ~ r 0 ~ n 0 m D 0 §l a n " 0 ~ ~ 0 "" u n rn ~ • < z i5 " C z ~ < rn 0 m z " □ a ' ~ w • p " z .m 0 ,,. r ll " ~ ,, I I ~ \; 2 I C r 0 a n Cl m 0 ~ 0 X " g C ~ m 0 " X " ~ "i s 2 i5 " C z , ' I ' t j I : ' ' I l-- ' ' I l ' TANK PANEL (TYP) NoOCI TANKS FILL CONNECTIONS er I ' ---------------I I 1 I II I I ~~J ED I 11 I I l I l I I I I NaOCI PUMP NO 2 I I I NoOCI PUMP NO 3 Ill I I I l NoOCI PUMP NO 4 I l r-::-~1 _l_(~?i PLAN 1 / 4" -1 '-0" cp LU 1~ l I AOA PUMP NO 1 I ' I ' I I l PUMP NO 2 I l I I I AQA PUMP NO 3 AQA PUMP NO 4 j - I I I / I \ \ I Q f f f ' 8 '-,-,- ;a... 1~ l I l AQA ABSORBER 4' WIDE CHAIN LINK GATE TANK I E \ D AIR COMP. & RECEIVER PACKAGE r 1 (1'/ • : • ··~ ----f ,--+-.I (/---,~~-'1 ___ -/\ -: \', _,, ! L ~, I \, --TAN: 0~o 1 /;, I / ~ /,/,/ I ---/5/ l I I I Ii-;:::=-::-=;;'( ii I I I DRIP PAN (TYP) ' ----,.,-' {// ' ' '" ' ' AQA TANKS FILL & VAPOR RETURN CONNECTIONS .. JOHN CAROLLO ENGINEERS 9 LINK ------® NOTES: 1. SEE DWG DM-2 FOR NaOCI AND AQA PUMPS PIPING ISOMETRICS. 2. SEE DWG DM-3 FOR HPA SCHEMATIC. 3, SEE DWG DM-4 FOR NoOCI AND AQA STORAGE TANK DETAILS 4, SEE DWG DM-5 FOR NoOCL SYSTEM SCHEMATIC. 5. SEE DWG DM-6 FOR AQA SYSTEM SCHEMATIC. 6. NOT ALL THE PIPING IS SHOWN ON THIS DRAWING. CONTRACTOR SHALL PROVIDE ALL THE PIPING SHOWN IN SCHEMATICS AND ISOMETRICS. 7. DETAILED SHOP DRAWINGS FOR ALL THE PIPING INCLUDING SUPPORTS SHALL BE SUBMITTED FOR CITY'S REVIEW AND APPROVAL 8. ALL THE PIPING SHALL BE SUPPORTED AS REQUIRED AND IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. 9. ITEMS SUCH AS HOSE VALVES, HOSE RACKS EMERGENCY SHOWER AND EYE WASH STATIONS, AIR TOOL CONNECTORS, AND UTILITY WATER AND HPA PIPING ARE NOT SHOWN ON THIS DRAWING, BUT SHALL BE PROVIDED ACCORDING TO CONFORMED CONTRACT DRAWINGS AND SPECS, LOCATIONS SHALL BE ADJUSTED AS REQUIRED AND SHALL BE SUBMITTED FOR CITY'S REVIEW AND APPROVED. 10. SLEVES SHALL BE PROVIDED FOR ALL PIPE PENETRATIONS PER TYPICAL DETAIL 425, ----® APPROVED j C-2961-8 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER (ACTING) UTILITIES MANAGER RC.[ NO __ _ ~ PHO(Nl:X:, Al • WALNUT c.RfEK, CA SANTA ANA, CA 5ACRAfJLNfO, CA SAN BLRNAROINO, CA nJCSON, A/ 3/% LJE MD!S!NFECT!DN CHI/NB£ ()~l)E./c DATE _______ _ MECHANICAL PLAN ' v SAN DIEGO, CA 8AKERSFlf I I), l.A VISALIA, CA LOS ANGELES. CA DATE IJY DESCRIPTION REVISIONS APP'D DESIGNED AKW CHECKED DRAWN LN CITY OF NEWPORT BEACH W-5231-S I OM-1 DATE DEC. 95 PUBLIC WORKS SHEET OF DWG LAST EDlllD BY· JVL LJSER LOGIN TIME: MAf<GI I 6, 1996 8 12 AM DWG LAST EDITED ON: 03/06/96 10:52:32 owe NAME· H\NP _BEACH\3894B\SMNP8O5O.0WG XREFS SSNPB5O1.dwg I SMNPB5O1.dwg I SGNPBOOLdwg I s " 0 ' " :;i ► '" TI m --□ " " □ m " " ~ a z C 5, ~ m -'" n a ' s i " § " m 0 " " 0 m ~ " ~ Q z C ~ ~ w 0 m I " □ v ' ~ i " :lj < z _m n ,, C 21 D z ,. 'O ,; z :r: 0 r □ n 0 D 'O 0 D 8 z • D < z ,m n > r ~ 0 I w .s:a )::, TI \; z :r: 0 r 0 • 0 0 CD • " 0 CD <i I B z • D 5 z "m n ,, r ~ 0 TI z 5 PIPE SUPPORT (TYP) ~ ~ 532 PIPE SUPPORT 2" VRF HIGH WATER LEVEL ALARM 3/4"' ,--FLOAT VA SEE NOTE 4 I _ I / . /4.-"l-1 . ._ 1/ ~ \ I ~ 1,.,- ·-1' U' f't TYP TOP OF TK. , , , _.--· i :l['·t ~.,,0 111 ·1 . . ·-. ~h'_ ~ , . : ! - - --- : ( ~ I LOW WATER ----+-----+,~:'---\' _,, ~ LEVEL ALARM :r l ,,, ~PROVIDE 3" AIR-GAP ([ } '1 BETWEEN BOTTOM OF l__,,, _/ ---PIPE AND RIM OF TANK FLOAT SWITCH (TYP-2) , : / ,,;J ,1 3" PVC OVERFLOW & DRAIN : : _,-'' • ,,/'.l LOCATE 6" FROM TOP : 1,/-/_, & BOTTOM RESPECTIVELY ~,-✓11---✓ n 1JI I .. @\ . • ~ . ~ 500 I 2" PERFORATED PIPE W/ 1/4" ¢ HOLES ON 2" CENTERS 3" GV SUPT. NOTES: 1. FIBERGLASS TANK 3'-0" DIA. x 5'-6" HIGH 2. SEE DWG. DM-6 FOR AQA SYSTEM SCHEMATIC. =-8 3. ATTACH FRP CHANNEL TO TOP OF TANK PER DETAIL F 4. OVERFLOW AND DRAIN NOZZLES SHALL BE PER TYP-720 AQA ABSORBER TANK N.T.S. (TYP) A NOTES: 1. FOR ADDITIONAL INFO. REFER TO DWG. DM-5 2. 't_ ELEV. OF SUCTION PIPE SHALL MATCH ELEV. OF TANK OUTLET NOZZLE. 3. FASTEN PIPES TO SUPPORTS W/ CLAMPS. SODIUM HYPOCHLORITE PUMP PIPING N.T.S. FRP C5x1 3/8x1/4 5/8"0 FIBER BOLTS (TYP) ,.----TANK // ---------- CD DETAIL 3/4" = 1 •-0" --f-t I -( f FRP L4x4x1/4 JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA SACRA~ENro. CA SAN BERNARDINO, CA TIJCSON, AZ $AN DIEGO, CA BAkERSflELD. CA VISALIA, CA LOS ANGELES, CA 1" AQA TO INJECTION POINT PIPE SUPPORT (TYP) 530 PIPE SUPPORT TYP (TYP) I AQUA AMMONIA PUMP PIPING N.T.S. 3/91',, LJE ffiD!SIAIFEUIDN C!/.IANGE. ORDER DATE BY DESCRIPTION APP'D REVISIONS APPROVED (ACTING) UTIUTl[S MANAG~ OAIF DESIGNED AKW CHECKED R.C.E NO. __ _ DRAWN LN DATE DEC. 95 1" AQA TO INJECTION POINT NOTES: N-2 D I. FOR ADDITIONAL INFO. REFER TO DWG. DM-6 2 't. ELEV. OF SUCTION PIPE SHALL MATCH ELEV. OF TANK OUTLET NOZZLE. 3. SPRING LOADED PISTON TYPE CV. 4. FASTEN PIPES TO SUPPORTS W/ CLAMPS. C-2961-B 1 6TH STREET PUMP STATION DISINFECTION CHANGE ORDER MECHANICAL ISOMETRICS & DETAILS CITY OF tiEWPORT BEACH W-5231-S OM-2 PUBLIC WORKS SHEET OF OWG LAST EDITED BY· ,JVL USER LOGIN TIME, JANUARY 16, 1996 8 12 AM DWG LAST EDITED ON, 01/16/96 10c35c33 OWG NAME: Hc\NP_BEACH\3894B\SMNPB053.DWG XRE.FS, 5GNPB001.dwg I SMNPB503.dwg I 5t.4NPB502.dwg I St.4NPB504.dwg I SMNPB505.dwg I "' D 0 ~ ~ " D ·--, ~ z _m n ~ !ii 0 D z s; w ...[) QQ PG PSH/PSL-050 PSHH-050 PRE-FILTER I I I I I I I COMP'S. RECEIVER \ i 1/2" r/1 i' L HIGH PRESSURE GAS CV (TYP-.3) L __ ROU~DRAIN--\-JI b I N TO SUMP \_~-T---0-50--~ .__ ____ _, NOTE: REFER ALSO TO DWG NO OM-6 CD ~ 3/8" FRP WATERTIGHT / COVER PLATE 2 '-4" .======= /,/, FRP DRIP PAN --+--- MADE W/ 3/8" THICK FRP PLATES (2) 1 /2"0 ST STL CA W/ 2 1/4" MIN EMBEOMENT I • I ' \_ FRP L6x6x 1 /2 FRONT ELEV. CHECK VALVE REOD.----1 @ AQA LINE ONLY. SLEEVE (TYP) 2"VJ SCH 80 PVC / PAN ORAi N __ _______.,,/ ROUTE TO SUMP SUPT. FM. WALL W/ FRP~ ~SIM COAT MASONRY W/ WALL / CONTAINMENT LINING / AT DRIP PAN, FROM / 6" ABOVE FILL CONNECTION / 0 TO BOTTOM OF DRIP PAN. \ //' TANK FILL I \ I ✓ / CONNECTION :---r / 1/~"xl" NEOPRENE STRIP EPOXY BIND TO COVER PLATE -- 1 •-0" SIDE ELEV. ST STL HINGES -FRP DRIP PAN --FRP L6x6x 1 /2 0 I b I N D FILL CONN. DRIP PAN DETAIL DM-1 N.T.S. INTERMEDIATE FILTER AFTER-FILTER ""----ROUTE ALL DRAINS TO SUMP HPA SCHEMATIC N.T.S. SET @ 20 PSIG W /TEFLON SEAT , ___ 1 /2" VJ lw/TEFLON SEAT 2°VJ NoOCL (VENT>----\ 3'' x2" x2" TEE --------- I I I I 3" 0 I ---: : )y NoOCL TANK (TYP) k SET @ 28 PSIG AQA TANK NO. 1 SET @ 28 PSIG AQA TANK NO. 2 ¢_ 2" NoOCL FILL LINE F NaOCL TK. FILL LINE DETAIL M-4 N.T.S. TANK WALL OR HEAD\l -----\/ 1~+--~---r-OR OUTSIDE LAYUP ON FIBERGLASS TK. 1/4 I'' BACK-PRESSURE VALVE. SET AT 50 PSIG FOR NoOCI AND 200 PSIG FOR AQA 1" CHEMICAL SOLUTION PIPE\ ,.._) _ ___, l JOHN CAROLLO ENGINEERS PHOCNIX. AZ • WALNUT CRl[K, CA SANTA ANA, CA. SACRA~(NTO, CA SAt,1 BERNARDINO. CA TIJCSON. t,.z SAN DIEGO, CA -BAKERSF"IELO, CA V1SALIA, CA LOS ANGELES. CA \ ---1 I V AS REQ'D TO SUIT 1 /2" VJ HOLE (TYP) 1/4" x 1 1/2" FLAT STOCK (STL FOR AQA TANK PIPE OD ANO FIBERGLASS FOR NoOCI TANK) AS REOD. NOTE FASTEN PIPES AND CONDUIT TO SUPPORTS W/ST STL CLAMPS ANO HARDWARE PIPE SUPT. CLIP DETAIL N.T.S. NOTE: FOR AQA: USE TYPE 316 ST STL SPRING-LOADED PISTON TYPE CHECK VALVE ANO TYPE .316 ST STL BALL VALVE. FOR NoOCL: USE CPVC BALL CHECK VALVE. ANO DIAPHAGM VALVE. (REFER TO SPECS.) UNION-- SHUT -OFF VALVE - ~-1" CHEMICAL DIFFUSER PIPE W/2" FLG 2" SCHEDULE 80 STEEL PIPE w/:5' FLG. EPOXY COATED INSIDE/OUT SIDE ---3" FLG NOZZLE , ---DIFFUSER PIPE EXTENSION CHEMICAL DIFFUSER DETAIL N.T.S. = D/2 DM-6 C-2961-8 3/9/o LJE. DATE BY APPROVED 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER ---·-----------~---.. 1----l ---------1----------------------1 (ACTING) UTILITIES MANAGER 4 D!.SINFECT!DN Clfl/l,JG£ tJ.eDEP DESCRIPTION APP'D RFVISIONS OAT[ DESIGNED AKW CHECKED R.C.E. NO. __ _ MECHANICAL HPA SCHEMATIC AND DETAILS DRAWN LN CITY OF NEWPORT BEACH W-5231-S OM-3 DATE DEC. 95 PUBLIC WORKS SHEET • OF DWG LAST EDITED 8¥, JVL USER LOGIN TIME, JANUARY 16, 1996 812 AM DWG LAST EDITED ON 01/16/96 10,36'36 DWG NAML H\NP_BEACH\3894B\SMNPB055-DWG XREFS, SGNPB001.dwg I SMNPB512.dwg I SMNPB5I3.dwg I SMNPB5l4.dwg I SMNPB516.dwg I SMNPB519,dwg I m " D " w " " ., " m 0 C " " □ m r " ~ ~ C z a ~ " □ ' m n ' 0 C " e i n " < z fTI 0 l> C ~ 0 TI " l> ; I 0 5 ~ r l> ~ I 0 r ::, 0 0 n " 0 n !'; i5 z " < z _m " l> C ~ 0 TI z ~ "" J) ~ " r' 8 io I -N e TANK NO. 2 ONLY I 2'-9" PLAN 'm I N 00 8 00 ONLY N-6 N-8 e ' --\ ------+--------+-6 ;DETAIL I 9'-0"' 1.0. io I Ii I ' I I! I ' Ii I w ' T.L. 8 (AS REOD.) FILL LINE ONLY 0 i:i I NOTE: SEE PLAN FOR TRUE ORIENTATION ELEVATION NO. N-1 N-2 N-3 I N-4 N-5 N-6 N-7 N-8 MH-1 MH-2 I I B PG NOTES 1. SEE DWG. DM-5 FOR MECH. SYSTEM SCHEMATIC. 2. SEE TYP. 720, SHEET 5 FOR TIE DOWN LUG. SEE NOTES ON TYPICAL 720 SHEET 1 THRU 6. NOZZLE SCHEDULE QUANTITY SIZE FLANGF RATING AND SCHEDULE PROJECTION ':)" USE TYP. SHEET 1 720 6" 3" USE TYP. 720 SHEET 6 2'' USE TYP. 720 SHEET 3 6" USE TYP. 720 SHEET 1 ::l' USE TYP 720 SHEET 1 2" USE TYP 720 SHEET 1 2" USE TYP. 720 SHEET 2 6" AS USE TYP 720 REO'D SHEET 1 6" 24" USE TYP. SHEET 4 720 1 O" 24" USE TYP. 720 SHEET 4 SEE ELEV. SEE DET 8, DM-3 SERVICE FILL DRAIN OUTLET SENSOR U-TYPE VENT SPARE W/ BF OVERFLOW REUSERSE LEVEL INDICATOR MANHOLE MANHOLE NAMEPLATE SUPPORT CLIP A SODIUM HYPOCHLORITE TANK DETAILS N.T.S. • m I N • CJ) I N \\ •, '' 4'' \ \ 8 00- 2'-9" 8 • m I 8~ B PLAN 8 8'-0" I.D. I ' N-8 J - 45' I I o I,- 1 I I- I ' I I o I I I I I :I I II I 0 I I I 0 I o I ' I I I I 1- 1 L I I I I I I 0 b - +l o~ b LJQ_ I :ct:. N T.L. G (AS REQD.) I :.:---FILL LINE 8 , 1 1· 1 ONLY I I I I ' I io ◊ i,, : II: ' ' I I Ir '' 1-, (i) I 0 _,/ 1/ 'co:--f-------.+~l;._,.(TY~ __,__ ~ "t---____ ----___ -----__ --- , .... "'T"-----------io 2" SCH. 160 PIPE SUPT. AS REQD. NOTE: SEE PLAN FOR TRUE ORIENTATION ELEVATION \ 0 I I T.L. '----WELD PIPE TO SKIRT tl1/2" 1 /2" THICK A-36 (SEE NOTE-3) ~ 1/2" / 2 3/8" C GUSSET DETAIL N.T.S, NOTES: 1. SEE DWG. DM-6 FOR MECH. SYSTEM SCHEMATIC. 2. BASE RING GUSSETS SHALL BE EQUALLY SPACED BETWEEN EACH BOLT HOLE. N-2 N-3 N-4 N-5 1 ---' ------- N-6 N-7 N-8 N-9 N-10 MH-1 MH-2 A-1,2 A-3 V B PG D SG 1 1 2 4 AS REOD. 1 DULE NOZZLE SCHE FLANGE RATI AND SCHEDU SIZE NG LE 2" 150# FF SCH 160 2" 150# FF SCH 160. ------- f,' 150# FF SCH 40 , ' :r· 150# FF SCH 160 2" 150# FF SCH 160 2" '150# FF SCH 160 3" 150# FF SCH 160 3/4" 150# FF SCH 160 2" 150# FF SCH 160 ' ~# FF SCH 160 24" 150# FF SCH 40 24" 150# FF SCH 40 24" HOLE IN SKIR T ff' HOLE IN SKIRT 2" HOLE IN SKIRT PROJECTION ff' 10· 8'' ----- 6" 6" ---·------ 6" 6" - ff' ff' 1 o'' SEE ELEV, - - SEE-DE_T __ 7=-- 2" 150# FF SCH 160 150# FF SCH 160 SERVICE FILL OUTLET SENSOR PRESS. & VAC. RELIEF VA. - VAPOR ' RETURN - AIR INLET PRESS. TRANS. ' TEMP. PROBE -- SPARE W/ BF -- SIGHT LEVEL GAUGE - MANHOLE W/81 MANHOLE W/B ACCESS OUTLET NOZZ. SKIRT VENT NAMEPLATE • SUPPORT CLIP DRAIN W/ BF SIGHT LEVEL GAUGE B AQUA AMMONIA TANK DETAILS JOHN CAROLLO ENGINEERS PIIO[NIX. AZ • WALNV! cm_EK, C,', SANTA ANA, CA S.ACRAMENTIJ, CA SAN U[RNARQINQ, CA • TIJCSON, Al. SAN DIEGO, CA 8AKl:.RSF1£LO, CA VISAI IA. CA LOS ANGELES, CA N.T.S. 3/91',;, LJE. DATE BY DESCRIPTION APP'D REVISIONS APPROVED (ACTING) UTILITIES MANAGER RCE NO __ _ C-2961-8 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER MECHANICAL DATE ------STORAGE TANKS DETAILS -----1--------------~--------1 DESIG~~~ DRAWNLN CITY OF NEWPORT BEACH W-5231-S OM-4 CHECKED DAT[ DEC. 95 PUBLIC WORKS SHEET OF DWG LAST EDl1ED BY: JVL USER LOGIN TIME: JANUARY IG. 1996 R 12 AM DWG LAST EDITED ON 01/16/96 10:37·42 OWG NAMI'· H:\NP_BEACf1\3894B\SMNPB054.DWG XREFS: SMNP8506.dwg I SMNP8507.dwg I SMNPB508.dwg I SMNPB509.dwg I SMNPB5.10.dwg I SGNPB001.dwg I ' D □ ' ~ 0 • 5 D z !" I< C ~ 0 :ll z " 'C ~ z r 0 r Q D 0 m 0 □ D '" □ 'C m 0 D :ll ~ '°I z a C z < • ~ • □ ' ~ " • 5 " D z _m n > r ~ 0 :ll z jS :ll ~ z r D r D m n ~ m 0 Q c, D D c □ :ll , m 0 ~ D D ~ ;; 0 z a C z ~ < w m -D , □ a " ~ " ~ D z /TI 0 l> C: ~ 0 " ~ ,:. C s: DJ m ]J 0 ]J ~ z G1 z C s: DJ m ]J v., .£) t:::, ~ ' \I r J ' 0 "t\ ... -~-- w .S) J "-.." :J ~ " -"" i5 z C ~ OJ m ]J 0 ]J ~ z G1 PIPE SUPPORTS PROVIDED BY TANK SUPPLIER MAX. SPACING 4'-0" O.C (TYP) ~ ( TANK FILL @ CONNECTION / 2" NoOCI, ' \ ::'.Ji--. ---<[7'\J-~-- -TANK VENT (TYP) ',,, ~----r''-----i------""'l I I I -@- -.... ::::l, I I SODIUM HYPOCHLORITE STORAGE TANK NO. 1 I I I -ULTRASONIC LEVEL SENSOR I LE-300 CALIBRATION COLUMN ~ PULSATION DAMPENER (TYP.) NOTES 1. ALL SODIUM HYPOCHLORITE PIPE AND FITTINGS SHALL BE SCHEDULE 80 CPVC UNLESS SPECIFIED OR NOTED OTHERWISE. 2. 3. PUMP DISCHARGE PIPING SHALL BE 1-INCH IN SIZE UNLESS SPECIFIED OR NOTED OTHERWISE. SEE DWG M-? FOR REQD PIPE CONTAINMENT CONTRACTOR SHALL SUBMIT DETAILED PIPING LAYOUT TO ENGINEER FOR APPROVAL, SHOWING ALL VALVE, APPURTENANCES AND SUPPORTS. PROVIDE 2" HASTEALLOY C DRY QUICK DISCONNECT COUPLING WITH LOCKING CAP AND CHAIN; KAMVALOK OR EQUAL. GASKETS SHALL BE TEFLON. PG MK NO.[D PRESSURE SWITCH SET @ 75 PSIG (TYP) I PSH-320 I EXTERNAL PRESSURE RELIEF VALVE (TYP) DIAPHRAGM SEAL (TYP) SET @ 100 PSIG (TYP) 1" CPVC rBALL CHECK / VALVE (TYP) ® NOT USED © ® FLUSHING/ DRAIN CONNECTION PROVIDE I" DIAPHRAGM VALVE AND PVC QUICK DISCONNECT COUPLING THREADED CONNECTION FOR CALIBRATION COLUMN. PROVIDE 3" PVC QUICK DISCONNECT COUPLING. FLUSHING/DRAIN CONNECTION. PROVIDE 1/2" DIAPHRAGM VALVE AND 1• PVC QUICK DISCONNECT COUPLING. = ---J' I I T-300 2" NaOCI\ I 1" NoOCI 1-----1" NaOCI (TYP) --1" DIAPHRAGM VALVE (TYP) 1" NaOCI I \__ 3" NoOCI DRAIN CONNECTION I 2"0 ANTI-SIPHON VENT (TYP) L ________ _.:'..__~:.._+-------=~/-ULTRASONIC LEVEL SENSOR 2" NoOCI I LTANK FILL @ CONNECTION SODIUM HYPOCHLORITE STORAGE TANK NO. 2 I I I I ==p ~ : ~I _T-_3_1_0~ I \ \ L 3'' NaOCI l -TANK DRAIN CONNECTION © I LE-310 FLUSHING/ DRAIN\ CONNECTION@ \ I 2" NoOCIJ LPLASTIC SIRAINER (TYP) FLUSHING/ DRAIN _/ CONNECTION@ SODIUM HYPOCHLORITE PUMP No. 1 I P-320 I 2" NaOCI (TYP) --1 /2'' NoOCI (TYP) 2" NoOCI \CALIBRATION COLUMN SODIUM HYPOCHLORITE PUMP No 2 I P-330 I SODIUM HYPOCHLORITE PUMP No. 3 1 p 340 1 SODIUM HYPOCHLORITE PUMP No. 4 T-350 1• NaOCI I" NoOCI- PG MK NO [D C 1'' NoOCI PG MK PRESSURE SWITCH I PSH-350 PG MK NO.Ci:] PRESSURE SWITCH I PSH-340 A SODIUM HYPOCHLORITE FEED SYSTEM SCHEMATIC JOHN CAROLLO ENGINEERS PHOFNIX, AZ WALNUT CREEK, CA "i/\f'HA ANA, CA SACRAMENTO, CA SAN UUINM./UINU, er,, lUCSON, Al '>AN l>IF(;O, ('A, RAkF:RSFIELD. CA Vl~ALIA, CA LOS ANGELES, CA PRESSURE SWITCH I PSH-330 1" NoOCI 1'' NoOCI 1" NoOCI APPROVED TO I 6TH STREET VALVE VAULT CHEMICAL DIFFUSER SEE (G'\ ~ TO RESERVOIR OUTLET VALVE VAULT CHEMICAL DIFFUSER. SEE ~ ~ C-2961-B 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER 1---1----- - -- - "-"""" ____________ ___, _ __, -~~--1---------_______ __, (ACTING) UTILITIES MANAGER R.C.E NO __ _ MECHANICAL 3/</(,, LJ£ ffi DIS!NFE.CTIDN CHANOE. i!JRDE/? DATE NaOCI SYSTEM SCHEMATIC • DATE APP'D DESIGNED DRAWN BY DESCRIPTION AKW LN CITY OF NEWPORT BEACH w-5231-S DM-5 REVISIONS CHECKED DATL DEC 95 PUBLIC WORKS SHEET OF DWG LAST EDITED BY: JVL USER LOGIN TIME: JANUARY 16, 1996 8: 12 AM DWG LAST EDITED ON: 01/ 16/96 10:38 57 DWG NAME: H:\NP _BEACH\3894B\SMNPB051 DWG XREFS: SGNPBOO 1.dwg I ~ \; \Al 2 I .Q 0 r "' 0 D 0 ~ 3 0 ~ JJ 0 C m 0 " JJ '" '1 .... 0 ' 2 0 a C z C , m 0 D 1 □ C ' ~ ;: " ~ z _m n )> C: ~ 0 JJ z ► ) I I " I \; z I 0 r 0 D CJ m 0 □ D JJ □ " m 0 D ~ , < -~-g 2" VACUUM BREAKER (TYP) 1" PRESSURE RELIEF VALVE (TYP) SET @ 25 PSIG1 SET @ -1 PSIG-~ SET @ 28 PSIG (TYP)\ PIPE SUPPORTS PROVIDED ---"'- BY TANK SUPPLIER MAX. '""-- SPACING 5'-0" O.C. '"'- (TYP) '·"'- VAPOR RETURN@·--f----i TANK FILL CONNECTION @------.:._ 1---1 \ --- "--I ',, .. , ! • I ~=,, I : AQUA 1AMMONIA I STORAGE 1ANK NO. 1 = =1' rr/ T-400 ,...__~ 2" VRF J" AQA. (BSP SCHEDULE 80) (TYP) PIT / ULTRASONIC LEVEL SENSOR J LE-400 TEMPERATURE PROBE T-400 2'' AQA PIT -400 \ ,---1.>'<J---C<J--♦-3/ 4" cw FLOAT AQA ABSORBER TANK CALIBRATION COLUMN 3" PVC SCH 40 ROUTE TO SURGE RELIEF VAULT PULSATION DAMPENER (TYP.) / EXTERNAL PRESSURE RELIEF VALVE (TYP) SET @ 225 PSIG r 1" SPRING LOADED PISTON CHECK VALVE (TYP) / 1" AQA PG MK NO.[TI PRESSURE SWITCH SET @ 210 PSIG (TYP) / I PSH-420 I DIAPHRAGM SEAL (TYP) i---1" AQA (TYP) 1" AQA NOTES 1. ALL AOUA AMMONIA PIPE AND FITTINGS SHALL BE SCHEDULE 80 BSP UNLESS SPECIFIED OR NOTED OTHERWISE. 2 4. ® © ® © PUMP DISCHARGE PIPING SHALL BE 1 -INCH IN SIZE UNLESS SPECIFIED OR NOTED OTHERWISE. SEE DWG M-FOR REQD PIPE CONTAINMENT CONTRACTOR SHALL SUBMIT DETAILED PIPING LAYOUT TO ENGINEER FOR APPROVAL, SHOWING ALL VALVE, APPURTENANCES ANO SUPPORTS ALL VALVES SHALL BE TYPE 316 ST STL UNLESS SPECIFIED OR NOTED OTHERWISE. PROVIDE 2" TYPE 316 ST STL DRY QUICK DISCONNECT COUPLING WITH LOCKING CAP AND CHAIN; KAMVALOK OR EQUAL. GASKETS SHALL BE TEFLON. NOT USED FLUSHING/ DRAIN CONNECTION. PROVIDE 1" TYPE 316 ST STL BALL VALVE AND QUICK DISCONNECT COUPLING. THREADED CONNECTION FOR CALIBRATION COLUMN. FLUSHING CONNECTION. PROVIDE 1 /2" TYPE 316 ST STL BALL VALVE ANO 1" QUICK DISCONNECT COUPLING. f-----.----__i_...,. ___ ...L.,_ _____ -r-_DCClr-----r------.-_,__ ____ --r-__ -; r---2" VRF SV-410 1/2" } DM-3 />----1 VAPOR RETURN@· -_/---I TANK FILL CONNECTION @---·---f----i ==P I : AQUA 1AMMONIA ISTORAGE ~ANK NO. 2 ==h ' I [J' 1-410 ,,,---ULTRASONIC LEVEL SENSOR JLE-410 J / -TEMPERATURE PROBE J T-410 J 2" AQA· FLUSHING/ DRAIN CONNECTION@ FLUSHING/ DRAIN / CONNECTION@--/ PIT-410 D CALIBRATION COLUMN AQUA AMMONIA PUMP No. 4 j P-450 I AQUA AMMONIA PUMP No. 3 J P-440 J CD -2" AOA (TYP) AQUA AMMONIA PUMP No. 2 J P-4.30 J AQUA AMMONIA PUMP No. 1 j P-420 J 1 1 /2" AQA (TYP) 1" AQA 1" AQA PG MK PG MK NO[TI / PRESSURE SWITCH I PSH-440 PG MK No.[TI PRESSURE SWITCH / I PSH-450 1" AQA \ AQUA AMMONIA FEED SYSTEM SCHEMATIC JOHN CAROLLO ENGINEERS PHO[NI)(, /\Z , Wl'ILNUT CREEK, C/1 SANTA ANA, CA SACRAt.AEtHO. CA SAN B[RNAROIND. CA TUCSON. AZ SAN DIEGO, CA BA~ERSflELD, CA VISALIA, CA LOS ANC£LES, CA PRESSURE SWITCH J PSH-430 1" AQA DATE BY 1" AQA 1" AQA 4 D/S/NFE.CTION f!.h'AIJB£ ORlJEJ? DESCRIPTION RFVISIONS APl''D APPROVED (ACTING) UflllTIES MANAGER R_CE NO __ _ DATE _______ _ DI SICNI D AKW CHECKED Of~AWN LN OAT£ TO INLET VALVE VAULT CHEMICAL DIFFUSER. SEE (G"'\ ~ TO PUMP STATION DISCHARGE HEADER CHEMICAL DIFFUSER SEE ~ ~ C-2961-B 16TH STREET PUMP STATION 0151 NFECTION CHANGE ORDER MECHANICAL AQA SYSTEM SCHEMATIC CITY OF NEWPORT BEACH W-5231-S OM-6 PUBLIC WORKS SHEET OF DWG LAST EDITED BY, JVL USER LOGIN TIME, JANUARY 16. 1996 8·12 AM DWG LAST EDITED ON, 01/16/96 10,39,48 DWG NAME· H\NP _BEACH\3894B\SMNPB052.0WG XREFS, SGNPBOO 1.dwg I " u 0 ' 'fl ~ " C u z _m 0 )> -~ D ,a )> u ,: ~ z I 0 ~ r 0 ~ B m -0 0 ~ D " 0 ~ m 0 u D C ~ " e z a C z " ~ ro ~ ~ D -~ 'fl C " < ~ z _m 0 )> -Ii D z " .---------------------------------------------------------------------------------------------------------------------------------~·Ii.!'-,-., ·c ,,s;,,~.- ONE-LINE AND/OR SCHEMA TIC DIAGRAM SYMBOLS 1500KVA 4 16KV-480/277V }(J, 60HZ. Z=5.75¾ 4160-120V TRANSFORMER WITH PRIMARY AND SECONDARY VOLTAGE, KVA RATING ANO IMPEDANCE AS NOTED +--<~~>- POTENTIAL TRANSFORMER W/FUSE PROTECTION RATING AS SHOWN (2) INDICATES QUANTITY ' 100/5 FY"', (3) + -tCD-- ~ 3°r,)400AF 0 350AT ~ OR 0 17"\1 START ~OR~ 1A1 STOP 1!1!J OR a..L ~ 0, a: -5:_ 0 0 CURRENT TRANSFORMER (3) INDICATES QUANTITY WIRE CONNECTION POINT FUSE SHUNT TRIP GROUND COMBINATION MAGNETIC MOTOR STARTER (SIZE AS SHOWN) WITH MOTOR CIRCUIT PROTECTOR-NUMBER INDICATES CONTINUOUS CURRENT RATING CIRCUIT BREAKER WITH FRAME AND TRIP CURRENT ANO No. OF POLES INDICATING LIGHT-LETTER A • AMBER B = BLUE G ~ GREEN R • RED W = WHITE Y = YELLOW START PUSH BUTTON STOP PUSH BUTTON DENOTES COLOR STOP LOCKOUT PUSH BUTTON SELECTOR SWITCH MUSHROOM HEAD PUSH BUTTON [}' OR ----------DISCONNECT SWITCH OL oFf._;O THERMAL OVERLOAD 0 OR 0 MOTOR -NUMBER INDICATES H.P. 0 GENERATOR AMMETER VOLTMETER AMMETER SWITCH VOLTMETER SWITCH 8 RUNNING TIME METER SOLENOID VALVE PLC OUTPUT CONTACT FUSED SAFETY SWITCH SWITCH & OUTLET SYMBOLS [[I OR $ SINGLE POLE SWITCH 0 OR $3 THREE -WAY SWITCH ~ OR $m MANUAL STARTER W/LOCKOUT AND PILOT LIGHT ANO OVERLOAD PROTECTION DUPLEX RECEPTACLE 120V, 20A. SURFACE MOUNTED. CONDUIT & WIRING SYMBOLS CONDUIT EXPOSED CONDUIT CONCEALED IN DUCTBANK OR SLAB CONDUIT TURNING UP, ----T---- CONDUIT TURNING DOWN CONDUIT CAPPED TELEPHONE CONDUIT 3/4" UNLESS OTHERWISE NOTED A401 _______. GROUND CONDUCTOR HOME RUN-NUMBER DENOTES CIRCUIT MISCELLANEOUS SYMBOLS G) 0 OR OR t:f Oa 0 Q ~ ~ 1-fi] [Il QJ THERMOSTAT JUNCTION BOX EMERGENCY BATTERY PACK LIGHTING FIXTURE ;l I I CEILING OR PENDENT MOUNTED LIGHTING FIXTURE (LOWER CASE LETTER REPRESENTS CONTROLLING SWITCH) CEILING OR PENDENT MOUNTED FLUORESCJ:NT FIXTURE (LOWER CASE LETTER REPRESENTS CONTROLLING SWITCH) WALL MOUNT FIXTURE PHASE TELEPHONE OUTLET BOX PUSHBUTTON STATION. WALL MOUNTED, UNLESS OTHERWISE INDICATED. LIGHTING FIXTURE REFERENCE. UPPER AREA INDICATES LIGHTING FIXTURE DESIGNATION. LOWER AREA INDICATES LAMP QUANTITY AND WATTAGE. REFER TO LIGHTING FIXTURE SCHEDULE FOR DETAILED DESCRIPTION. CONDUIT AND WIRE DESIGNATION, REFER TO APPENDIX A, DIVISION 16 OF THE SPECIFICATIONS. COMBUSTIBLE GAS SENSOR FIRE ALARM, MANUAL PULL STATION, WALL MOUNTED FIRE ALARM, MANUAL PULL STATION, WALL MOUNTED. WEATHERPROOF SPRINKLER RISER PIPE FLOW SWITCH EMERGENCY ALARM, MANUAL PUSH BUTTON STATION, WALL MOUNTED t-@] ~ f-@ ~ ELR I]JL- EMERGENCY ALARM HORN, WALL MOUNTED EMERGENCY ALARM HORN. EXPLOSION PROOF, WALL MOUNTED EMERGENCY ALARM HORN, WALL MOUNTED. WEATHERPROOF EMERGENCY ALARM BEACON (BLUE COLOR), WALL MOUNTED EMERGENCY ALARM BEACON (BLUE COLOR). EXPLOSION PROOF, WALL MOUNTED CHLORINE GAS SENSOR, WALL MOUNTED 1 '-0" ABOVE FLOOR. AMMONIA GAS SENSOR, WALL MOUNTED 10'-Cl" ABOVE FLOOR. CHLORINE/AMMONIA BEACON (YELLOW), WALL MOUNTED CHLORINE/AMMONIA BEACON (YELLOW), WALL MOUNTED, WEATHER PROOF END OF LINE RESISTOR EQUIPMENT LOCATION SYMBOLS l',. FIELD (AT OR NEAR LOAD) * MOTOR CONTROL CENTER {MCC) EMERGENCY ALARM, MANUAL PUSH BUTTON STATION, WALL MOUNTED. WEATHERPROOF FIRE ALARM BELL. WALL MOUNTED FIRE ALARM BELL, EXPLOSION PROOF, WALL MOUNTED FIRE ALARM BELL. WEATHERPROOF. WALL MOUNTED FIRE ALARM STROBE, WALL MOUNTED FIRE ALARM BEACON (RED COLOR), WALL MOUNTED t-fl ~ t-fil I-@ i-0 -0 i-0 r§) f-{9 FIRE ALARM BEACON (RED COLOR), EXPLODION PROOF, WALL MOUNTED ABBREVIATIONS & ACRONYMS ACB AIR CIRCUIT BREAKER AF AMPERE FRAME AP AMPERE SENSOR PLUG AT AMPERE TRIP C CONDUIT CR CONTROL RELAY CP CONTROL PANEL EP EXPLOSION PROOF FVNR FULL VOLTAGE, NON-REVERSE IGFP INTEGRAL GROUND FAULT PROTECTION GND GROUND ISU INTEGRATED SERVICE UNIT LTG LIGHTING MCC MOTOR CONTROL CENTER N NEUTRAL PC PLC PR RCPT RTM SPC PERSONAL COMPUTER PROGRAMMABLE LOGIC CONTROLLER INSTRUMENTATION CABLE PAIR RECEPTACLE RUNNING TIME METER SPARE CONDUIT TTB TELEPHONE TERMINAL BOARD UPS UNINTERRUPTIBLE POWER SUPPLY WP WEATHERPROOF WT WALK-THRU (UNSWITCHED LIGHTING) XFMR TRANSFORMER AGDP AMMONIA GAS DETECTION PANEL CGOP CHLORINE GAS DETECTION PANEL CP-"EG" EMERGENCY GENERATOR CONTROL PANEL CP-"PS'' PUMP STATION CONTROL PANEL SSCS SOLID-STATE CONSTANT SPEED CONTROLLER TTB" A' TELEPHONE TERMINAL BOARD "/( TTEJ" B" TELEPHONE TERMINAL BOARD "8" GEMERAL NOTES. G 1. TYPICAL DETAILS INDICATEL .JN THE PLANS SHALL BE FOL AS APPLICABLE. NOT All R0SERENCES TO APPROPRIATE DL ,ice, ARE INDICATED ON PLANS. G2. CONTRACTOR SHALL REFERlNCE AND COMPLY WITH DIVISION 16, 1 7 AND 18 OF THE SPEC 1"'CATIONS. CONTRACTOR SHALL ALSO G3 G4. G6. G7. GB. REFERENCE APPLICABLE IONS OF DIVISIONS 1 0 THROUGH 15 FOR INFORMATION AND k JNSIBLITIES REGARDING EQUIPMENT REQUIRING ELECTRICAL W• CONTRACTOR SHALL PROVIDE ALL CONTROLS AND WIRING [Ji, ,AMS FOR ALL ELECTRICAL EQUIPMENT SPECIFIED HEREIN. REFER TO GENERAL, YARL MECHANICAL DRAWINGS Fe DEVICES REQUIRING ELEC ARCHITEC rLJRAL, STRUCTURAL, AND EXACT l 1 !CATION OF EQUIPMENT OR • Al POWl il OR CONNECTION. UNLESS SPECIFICALLY NC . ) OTHERWISE, ALL UNDERGROU1\ID CONCRETE ENCASED ELECTRICAL C')ND'jlTS SHALi_ BE PER(.~,-~ ,,_ '0 -... ' . I I ,c: INSTALLATION OF All CONCRE iE ENCASED C._ECTRICAL '-· CONDUITS SHALL COMPLY WITH AC' 318, SECTION 6.3 CONTRACTOR SHALL SUPPLY EXPANSION JOINT FITTINGS AS Rf QUIRED TO ACCOUNT FOR THERMAL EXPANSION ANO DEF',.t:CTION Ui,LESS OTHERWISE SPECIFIED OR NOTED, ALL WALL MOUNTED ELECTRICAL PANELS, ENCLOSURES, ETC .. SHALL BE MOUNTED 6' -6" (MAX) FROM TOP OF PANEL TO FINISHED FLOOR OR GRADE. UNLESS OTHERWISE SPECIFIED OR NOTED, ALL LIGHTING SWITCHES, CONTROL SWITCHES. MANUAL MOTOR STARTERS, RECEPTACLES. THERMOSTATS, ETC .. SHALL E,[ MOUNTED WITH THEIR CENTERLINE APPROXIMATELY 4"-0" ABOVE FINISHED FLOOR, SLAB OR GRADE. A SEPARATE GROUNDING CONDUCTOR SHALL BE INSTALLED FOR EACH CIRCUIT (SEPARATE CONDUCTOR IN EACH CONDUIT). THE CONDUCTOR SHALL BE TERMiNATED AT THE PROPER DEVICE, TERMINAL OR LUG AND AT THE POWER SOURCE (MCC GROUND BUS, PANELBOARD GROUND BUS. ETC.) G9 ALL STUB-UPS FROM CONCRETE ENCASED CONDUITS SHALL Br. h • COATED RIGID STEEL CONDUIT G 10 HOME RUN CIRCUIT NUMBER AT DEVICE/EQUIPMENT JUST DENOT-::S THE CIRCUIT ON THE SINGLE LINE DIAGRAM OR PANELBOARD SCrlEI • ,Ll WHERE THE DEVICE AND/OR THE HOME RUN DESIGNATION CAN BE FOUND. AN ELECTRICAL CONDUIT ROUTING PLAN SHALL BE SUBMITT '.., BY CONTRACTOR AND APPROVED BY THE CITY PRIOR TO ANY INSTALLATION OF ELECTRICAL CONDUITS. G 1 I. UNLESS OTHERWISE SPECIFIED OR NOTED, EMERGENCY BATTERY UNITS AND FIXTURES SHALL BE MOUNTED 7'-0" ABOVE FLOOR, SLAB OR GRADE. Gl 2. ALL EQUIPMENT 15 TO BE LISTED AND LABELLED BY APPROVED TESTING AGENCY {UL OR EQUIVALENT). "c .• ! --L -------------------------...----------=,=------..... ---. ....... -------, APPROVFD JOHN CAROLLO ENGINEERS PHOENI)(, Al • WALl!IUT CRfFK, CA SANTA ANA, CA SACAAUtNfO, CA SAN BERNARDINO, CA -TIJCSON. AZ SAN DIECO, CA BAl([RSF"IELD, CA DATE BY PUMP STATION ·.1111ER.\L NOTES OATE ___ I• 'l.'l-~ DESIGNED QR,'.1(•; ' D JGB ' ' I .; ~ I ., I ! ' ·1 j VlSALIA, SA I OS ANGELES. CA REY ONS CH[Cf<EO HWP DA PS62 DWG LASl EDilED BY· Ht-l USER LOGIN TIME· JANUARY 74, 19~.5 ~Y05 AM DWG NAMf ,. \ )Q';}•l XRffS· 'S· -~: - l' L w m ~ 0 " ~ .. ► " z '" n ► C ., D " 7 ~ ;r, ► z I ~ 5 il' n 0 0 L ~ 0 m n " " rn "; ' z 0 C z < m " a " ~ " p L z !" 0 l> C T, 0 " z ~ " \; z I D r 0 ~ n m D 0 .i:: L " 0 " m C -.:;; L ~ ~ !, z a G" C z < r3 ~ " .. 0 ., n "' ► < L z m n p r m ~ ~ ► ,-----------------------------------------------------------------------------1-------------- -- . -- l C ' l • ' ' ( 'i P/L . • • .II., /, ,:'6 .. ,: ., ----;.-----• ( . \' . . " ·•·'"' ' '1 : ..... ' . ·······•"'' .. ,.., ................. , ......... , ............ ''""""". "''"""" ............ "'"'"" """"'"'. ""'""'"' """""" "'""""'' .......... " .......... . • SCE UTILITY PMH \ • EQUIPMENT PAO ' \ ' .. I ........... , ··s•·•·········· _ __.,_~-f=-~- SCE UTILITY ----:-F=::::-f==\ TRANSFORMER PAO 4"C (NOTE 5) ... ,~-. •· . . . "" "" .. ,. LIGHTING PANELBOARO "LAA" L 0 ar rMCC "C" \_ MCC "13" SWITCHBOARD "A" SWITCHBOARD "AA" □-----CONTROL PANEL CP-"PS" 840J. B404. LAl5-2"C. 2/112. 1#12GNO 16TH STREET WATER PUMP STATION II II II II 11 1,, ' ' ( / ,. EXISTING ELECTRIC UTILITY POLE SMH """ ............. """""' ................................... "'"" "" ' ...... , .... ' ""'"""" .......... "-,::•,•"" ""'""'""'""" "'"'"":',"""" NOTE 4 1/' W· • 'vVlv1 I ( ,, I . , \ NOTE 6 SPARE CONDUITS I EXTENSION 10 FEET FROM BUILDING EXTERIOR I WALL FOR FUTURE TELEPHONE. I TTB-" A''-- TTB-"13" f I .. ~. ...... ,:1, HT \· ,., .. , .... , ' .... . .. --~•::'"'""''!''I .. ~:······ . . . . ..... ~ :, . ,. . , 2-;f'SPC RESERVOIR BYPASS VALVE VAULT ,---~==-=-~_'.::::y□, ,~=-==-=-==-==-:=--=:::ie=-:=F-=O=R ::-P=OW=E-:R=--=::-==-::=-::::ft::::-::::rr::-::-=.:--=::-:.=...:--==--:==--=-.._=-~--:::!J _/ ' PLAN SEE~ o 2-2"SPC , ' ' ' FOR ELECTRICAL -~ PL.AN SEE® f L_, NOTE J--7 / '-I:.!} FOR POWER & LIGHTING ./" 1' t4J.6·st/'c40&7,2'j~08S,PCAA409, E-J PLAN SEE~ ·....... . .1 .............. .. . L L FOR LIGHTING ~ • 1" C, 1" C, 1·c. STUB ANO CAP PL.AN SEE@ / \_ •• • CONDUITS BELOW GRAOE, E-4 , STUB AND CAP 10 FEET SOUTH OF \ 1/ CONDUITS BELOW PIPE HEADER. /'" GRADE. 10 FEET JH10, 1/IIOGNO (LA14/16) 10/112. (DISCRETE SIGNALS) 2-PR. (ANALOG SIGNAL) \ FROM BUILDING ' ! • EXTERIOR WALL FOR FUTURE N ANO BUILDING 7 MISCELLANEOUS SIGNALS : I Ii ; ' ! r-· ------------------------------------r-----------------·-----~Tf" ______________ ---------=,, 1,1 111 I I l•I 111 I I RESERVOIR A 'I' I I l'I 111 I, I 111 I I l'I iJ I 1,1 111 I I l•I q1 1,1 Ill I I I ,I SITE PLAN SCALE: 1 "= 20' 1:20 = 0 10 20 40 SCALE IN FEET ' ! -----·----- NOTES: 1. UNLESS OTHERWISE INDICATED. ALL CONDUITS SHALL BE EXPOSED MOUNTED. EMBEDDED CONDUIT SHALL BE I" MINIMUM. 2. UNLESS OTHERWISE INDICATED ON THE PLANS OR IN SINGLE LINE DIAGRAMS, ALL POWER CIRCUITS SHALL BE 3/4"C, 2#12, 1#12 GND. 3 REFER TO RESERVOIR PROJECT PLANS. DRAWING E-1, FOR CONTINUATION OF ELECTRICAL CIRCUITS. 4. EXISTING UTILITY POLE GUY WIRE TO BE MAINTAINED DURING CONSTRUCTION. w ' ' -- . . ' N ---SAMPLE FOR CONTINUATION, REFER TO~ PUMP NO.I V ---SAMPLE PUMP N0.2 '[ ----•=7 I --- I WP 1 __ , I PULLBOX "/( ...., LA 15:::r=r-; -B~O~ 8404 [ LA15-2"C, -~,· 2#10, 1/110 GND. ' ' ' I ___ j_ --i -i ----I I j_i_-~ ·. -r ---r----!l -- I - -l -1-------\ -\ B ,_ - -L L ' r+r ••• I f --~--I ,1 _LJ/1- 1 ' • 1' I J I__ ---I =--i , -+~~~-- - -"---1 .. L ___ j_ ___ -- --+--t-+----------+ - -i-- ' ' ' ' TO MANUAL LA 1 5 MOTOR STARTER / VIA PULLBOX ,. :,:,• ( \ ,J 1, II ' -Cl II II I r - '1 ,I " IC - " II EX AUST EF 11 N PLAN-RESERVOIR BYPASS VALVE VAULT SCALE: 3/8"=1'-0" 5. UTILITY SERVICE CONDUIT. INSTALL MINIMUM 30' BELOW GRADE. ROUTE FROM SCE UTILITY PMH EQUIPMENT PAO TO EXISTING UTILITY POLE. 6. INSTALL CONDUIT STUB AT UTILITY POLE PER APPENDIX 16B, FIGURE 168-1, OF THE SPECIFICATIONS. APPRQV[D ' --, \ \ l m I\. 'i .. .L I ' I ' I : ,, I ~ I -1 • C-2961-13 16TH STREET PUMP STATION ___ __,___, _ Q4L At<;., ,f. unq~(.i)R[CTOR JBlgg R.C[ NO.-='-'-'=-~ JOHN CAROLLO ENGINEERS l----+---1---------------+---l SITE PLAN AND MISCELLANEOUS PLANS PHOENIX, Al • WALNUT CREEK, CA SANT A ANA, CA SACRA~rn TO, CA ~AN BERNARDINO, CA , TUCSON, AZ SAN DIEGO, CA. BAKERSflELD. CA VISALIA, CA LOS ANGELES, CA DATE DATE 1-"?1-')S BY DESCRIPTION APP'D CITY OF NEWPORT BEACH W-5231-S E-2 -+---lf-=~=--~=~---+-----------------=----------D[SIGNED DRAWN JGB HFC R[VISIONS CHECKED DATE HWP JAN. 1995 UTILITIES DEPARTMENT SHlET PS41 OF ~)2 owe LAST EDITED BY· HFC USER LOGIN TIME: JANUARY 24, 1995 8:05 AM DWG LAST EOITl:_D ON· 'l" ·";5 14 8 DWG NAME· Y:\.3894A\SENPB009.DWG XKC.FS: SGNPB001.dwg I SENPB10.3.dwg I SENP8104.1.:;w\ w><-· 5CNP8202 I SMNPB 1 02.dwq I SSNPB20J I " m 0 " ~ " ':: z C < ~ " 0 ~ " p " ~ " 0 "' " rn ' z C < m " 0 ' " > " u ~ 7 I 0 r 0 n 0 D u n D ~ 0 z • 'ii ,; z '" n ~ C l'i z ~ -, ,; z I 0 ' D n D D u 0 ~ D z 'a ,; z '" ~ L c'i D z jS 0 ..., ~ ~ O"\ rl I ., i CABLE TRENCH.~ SEE NOTE 12 (CONDUCTORS BY UTILITY) . ! ' f\ I i"C-2#12.\ l\j 1#12GND \ I I'~ GENERATOR ROOM ROLLUP DOOR 9· (MINIMUM) o· IN. t FOR CONTINUATION REFER TO@ ~ CE UTILITY TRANSFORMER T E-2 PAD. SEE NOTE 11 . 4"C (CONDUCTORS---b \ SCE UTIL, ITY "'PMt{' EQUIPMENT BY UTILITY) I \ PAD. $EE ~OTE 10, ' ' 2·---,-...-I I ,.,..-----,---'--4 .. C ( CONDUCTORS BY UTILITY) __ _J -----_-,;- 1 ;2500A HUSDUCT / -~-~.,__' 800A BUSDUCT ' ' 1 ' UGHTll'\I(; I TRANSFORMER "LAA .. __ SWITCHBOARD'" AA' (NOTE 6) ' -~::___L_ __ L __ ..L_..J...-'=:__.....,....w.-1-to~ 9---- EXHAUST FAN / EF-1 I --EMERGENCY GENERATOR CONTROL PANEL' (CP-"EG") :@ 18405 1-----r -- -___, .... NOTE 8 C40_:i.. 1-----,_.- EXHAUST FAN - EF-10 ,,,..--'• 810 , EMERGENCY L....~_r -",;. GENERATOR ROOM ' AUTOMATIC TRANSFER~-A~ .A \.. SWITCH (ATS) \ 1 AMMONIA GAS DETECTOR CONT PANEL (CP-" AG") ~ 'W.,CP-"EG" ' ':f7 --·-<JDLA12 (p-1 '---,--b_J il I , CHLORINE GA DETECTOR CONTROL DANEL '.CP-"CG" CHLORINE RESIDUAL ANALYZER NO ! 01LORINE RESIDUAL ANALYZER NO 2 CONBUS T!Blt GAS DETECTOR CONTROL PAN€ ~rb· _______ j I , LA12 @ !..a HEAT PUMP &: RECPT (MOUNTED ON ROOF) TELEMEIBY ROOM FOR CONTINUATION REFER TO~ '87 LIGHTING PANELBOARD "LAA" LIGHTING PANELBOARD "LA" MCC "8" (NOTE 6) I EXHAUST FAN EF-2 LIGHTING PANELBOARD "LB" A NOTE 15 EXHAUST FAN EF-3 1 PLAN -POWER 3/16" = 1 •-0" 3/16' = 0 EXHAUST FAN EF-4 4 8 16 SCALE IN FEET EXHAUST FAN EF-5 ---EXHAUST FAN EF-6 - J L ______ _ --,----' . I I ·1--11-- 1 ' L -· -\/ r-- TO MANUAL MOTOR STARTER BY DOORWAY ITTER L) ' ' ---------------------------- -------------·-- CHLORINE SCRUBBER I CONTROL PANEL I I PULLBOX PB3 SCRUBBER ROOM ✓ I C4~ / rCHLORINE ROOM / , EXHAUST FANS CONTROLS . ~-:---~-'-~I B f jL__ - - AMMONIA ~OOi'I EXHAUST ""AN' CONTROLS ·,7r -1,n__ ~-M - - "· J SCRUBBER ROOM ' ROLLUP DOOR NOTES· 1. UNLESS OTHERWISE INDICATED. AL•. ''0NDUITS SHALL BE EXPOSED MOUNTED. EMBEDDED CON')UIT SHALL BE 1" MINIMUM. 2. UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE SINGLE LINE DIAGRAMS. ALL POWER CIRCUITS SHALL BE 3/4"C, 2#12, 1#12 GND. 3. UNLESS OTHERWISE INDICATED, ALL INSTRUMENT ANALOG CIRCUITS SHALL BE 3/4"C, 2 PR. AND ALL INSTRUMENT DISCRETE CIRCUITS SHALL BE 3/4"C, 2/f12. 4. CONDUITS EXITING THE CHLORINE ROOM SHALL HAVE CONDUIT SEALS INSTALLED WITHIN HJ" OF WALL OR FLOOR. 5, AMMONIA ROOM IS A CLASS 1. DIVISION 2. HAZARDOUS AREA. ALL ELECTRICAL EQUIPMENT SHALL COMPLY WITH ARTICAL 501 OF THE NATIONAL ELECTRIC CODE. CONDUITS EXITING THE AMMONIA ROOM SHALL HAVE CONDUIT SEALS INSTALLED WITHIN 18" OF WALL OR FLOOR. 6. MOUNT EQUIPMENT ON 4" HIGH CONCRETE PAD. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 7. STUB AND CAP CONDUIT BELOW GRADE FOR FUTURE GARAGE EXPANSION. 8. STUB AND CAP 4-1" SPC BELOW GRADE FROM LIGHTING PANELBOARD .. LAA. TO 10' FROM EXTERIOR BUILDING WALL :j FAN I ~ !\MMONIA VACUIJ1 ~EGULATOR, C104 ----•'PICAL 01' 2 I ' • J,.c , I ' I \~- ~"cc<: ,MMONIA 9. ROUTE GROUND CONDUCTOR DOWN TC SERVICE ENTRANCE EQUIPMENT ELEVATION AND ATTACH TC BOTH SERVICE ENTRANCE EQUIPMENT AND OUTDOOR l:.NCLOSURE. 10. PROVIDE 4' x ·4· -6" EQUIPMENT PAD '·/J!TH 2' x 3' UNDER- GROUND PULLBOX PER APPENDIX 16E •'3URE 168-3 OF THE SPECIFICATIONS. PROVIDE 3/8" DIAMO! PLATE COVER, PRIMED AND PAINTED LIGHT GRAY FOR PULLBOX. 11 . PROVIDE 12' x Io• SLAB BOX. PER /4P'-'ENDIX 1 68. FIGURE c 68-3 OF THE SPECIFICATIONS. PROV!OE WITH MODIFICATIONS FOR 24" WIDE 36 " DEEP CABLE --;ec "lCH. 12. PROVIDE FOR 1l 24 .. WIDE x 36 .. DEF ~ABLE TRENCH FROM SECONDARY SECTION OF TRANSFORMER PAO TO BACK OF SERVICE ENTRANCE EQUIPMENT PER APPENDIX 168. FIGURE 16B-4 OF THE SPECIPCATIONS PROVIDE WITH 3/8" DIAMOND PLATE COVER 13. PROVIDE 2 WALL MOUNTED JUNCTION BOXES AT 12" ABOVE FINISHED FLOOR FOR POWER AND SIGNAL CONNECTION TO DESK MOUNTED PC ;,•MO PRINTER 'llcSK TO BE OWNER FURNISHED. PROVIDE "r: 14, MAIN HEADER PRESSUR'c 'RANSli 15. ROUTE AND ATTACH GROUND CC UP TO BRIDGE CRANE M"-~L S .•• , 1':XPOSED ON COLUMN) :::.-\.'\A ! l ~------.1 C-2961-B APPROVED 16T~ JOHN C,AROLLO ENGINEERS .. ~ ~--o-lr 1 JTifiiC61RECTOR 38799 , R_ C.E NO. -=cc.;_;c.=_ ~-------------+-~ PUMf CIT':I OF Ni.. : -.,., ... , ..... •• t'~ ...... F'HOCNI>(. AZ Wf,,1)-.'~ :REEK. CA 'SANTA ANA, CA ~ ,u.tENTO, CA SAN BERNAA0IN0, 7JCS0N, AZ SAN DIEGO, CA _',;>SF"IELO, CA \11SAUA. CA ,t,iGCLES. CA DATE BY DESCRIPTION APP'' REVISIONS JA TE _ __,_I'-'-2,c,~c:.-1.t:5'----- !J[',IGNED JGB CHECKED HWP D RAWN HFC 1 DATE JAN, 1995 JTIUTll DWG i_ASl EDITED BY: HFC USER LOGIN TIME. JANUARY 24. 1995 1::l:Oti AM DWG LAST FDITED CP· '/24/~ XREFS: SGNP • awq .o c. PS4,,;. 0F PS62 -------' Dw'G NAME. Y:\.3B\.:0:,. \ :iENPBOO r Ci'#(_ w4 I SSNPB201.dwq JNPB101.dwg l < L ~ TI " ~ ~ TI Z !11 n p C n "' D TI D m " "' < z C " rn m TI 0 ~ ~ • TI ~ al z >-~-- 'D s; 7 i 0 r 0 0 0 TI C 0 ~ ~ 0 z TI ~ 7 _m \! C m ~ z ~ N 11-~~1 TYPICAL FOR 2 (NOTE 4) LA13Q1 EMERGENCY GENERATOR ROOM (NOTE 5 LAI) D b WT LBl13 I 15'-3" -·----l Ii :LI 11 D a D a LAI @it, •• CJ . ~ TELEMETRY S? WT, LB13 (NOTE 5: LA3) D - b ( b 'fl _.!!""' LA3 .... i.i~--, ....... _ D a II Ii i WT L813Q--- I I ' I ♦'•-6" -j __,_ __ ' o l 0-t-- ···-·-------------------------------, j LIGHTING FIXTURE SCHEDULE ~········~---------- TYPE A DESCRIPTION ( 120V) 2· x 4' FLUORESCENT, RECESSED, 2-40 WATT LAMPS HOLOPHANE "PLAZA SERIES". CATALOG iLSGSTF201A. I----+--- ( 120V) :HAJN MOUNT HIGH PRESSURE SODIUM. 1 -150 WATT LAMP. •·H)L0P>iANE "PRISMPACK V', CATALOG fPP5K-15AHP-12-ND-M35-PHCB. B 1------1----··-.... C ( 120V) CHAIN MOUNT HIGH PRESSURE SODIUM, 1-250 WATT LAMP. H0LOPHANE "PRISMPACK V', CATALOG #PP5K-250HP-12-ND-M37-PHCB. ( 120V) WALc MOUNTED, HIGH PRESSURE SODIUM, 1 -150 WATT LAMP. HOL0PHANE "WALLPACK lo, CATALOG iWL2K-150HP-12-GR. --+------·-----------------·-·----------, E F H J K ( 120V) WALL MOUNTED. EMERGENCY LIGHTING UNIT, 2-18 WATT LAMPS. H0LOPHANE "M-19 SERIES", CATALOG /IM-19-2A-SEIS-PT -----------i I 120V) WAU MOUNTED, CORROSION RESISTANT, EMERGEl"Cv LIGHTING UNIT, • ~· .. i8 WATT LAMPS H0LOPHANE "EH-19 SER•0 <t CATALOG #EH-19-2A. ( 120V) ( 120V) PENDANT MOUNT HIGH PRESSURE SODIUM. UL LISTED FOR CLASS 1, DIVISION 2. HAZARDOUS LOCATION. 1-250 WATT LAMP. HOLOPHANE • PETRO LUX II". CATALOG #PETL-250HP-12-545-P-PS-FI WALL MOUNTED EMERGENCY LIGHTING UNIT L•STED FOR CLASS 1. DIVISION 2. HAZARDOUS LOCATION 2-18 WATT LAMPS CH' . .ORIDE SYSTEMS "STEEL LITE SERIES"' CATALOG #S-T-L-120-ZF-2-V. ( 120V) WALL MOUNTED, HIGH PRESSURE SODIUM, 1-70 WATT LAMP. HOLOPHANE "WALLPACK II", CATALOG #WL2K-070HP-12-GR. ( 120V) CHAIN HANGER MOUNT "CH.f INDUSTRIAL FLUORESCENT, 2-LAMP. PRUDENTIAL LIGHTING, CATALOG #P-202-96-RSTW. 3'-0" 2•-0" QLA13 ~ 0 I 1 .3'-{i '. I C 1-250 TYPICAL FOR 6. (NOTE 4) 1 PUMP ROOM ---j --= ' (NOTE 5: LA5) b 0 E 2-18 A b .... 0 -------- --it _ - --------1 I I PLAN LIGHTING 3/16" = 1 •-0" 3/16' = 0 4 C 1-250 TYPICAL FOR ,"l. (NOTE 4) s•-o" CHLORINE ROOM (NOTE 5: LA7) WT LB13Q t- J'!-0" TYPICAL C 1-250 TYPICAL FOR 4, (NOTE 4) .r r-•·' ' , I 'r. b ~ i':c' TYPICt1- FOR 3 (NOTE 4) .... ~., .. -~==-~··=--·==-·===~~~=~-"---".c~~i 1-· ._·. ,----· .p· TYPICAL 1 ·-10" lJ CRUBBER ROOM (NOTE 5: LA9) ---------- I \ --ob rl, t .. ' ' • I i ·! AMMONIA ROOM (NOTE 5 LA 1 1 ) ,_813 ·· ---0 WT .3'-0" 9'-6" :-----=--.,.C_ ___ - 12'-6" H I 2-18 ,I i I II i i ,, .I LBlJQWT 4 __ J. 1 '---o a LB13~ ol ,•-o" -·---·-__ 0-~ f 839 T-10 8 16 SCALE IN FEET JOHN CAROLLO ENGINEERS PHOENIX, AZ • W.IILNUl CREEK, CA SANTA ANA, GA SACRAMENTO, C:::A SAN BERNARDINO, CA TIJCSON, AZ SAN DIEGO, CA BAKERSFIELD, CA VlSAUA, CA LOS ANGELES, CA I ! E 2-18 DATE BY ' LIGHTING CONTROL l/ h I ·-'f--------~----Ii I T .. -~" -~ NOTES: ------., qLA13 \ '~ ··~ TYPICAL FOR 5 1. UNLESS OTHERWISE INDICATED, ALL CONDUIT SHALL BE EXPOSED MOUNTED. CONDUIT SHALL NOT BE ROUTED ALONG EXTERIOR WALLS. CONDUIT TO EQUIPMENT ON EXTERIOR WALLS SHALL PENETRATE "'ROM THE INTERIOR AREAS C, THE BUILDING. 2. CONDUITS EXITING THE CHLORINE ROOM SHALL '-'W' CONDUIT SEALS INSTALLED WITHIN 1 ff' OF WALL OR FLOOR 3. AMMONIA ROOM IS A CLASS 1, DIVISION 2, GROUP Q HAZARDOUS AREA ALL ELECTRICAL EQUIPMENT SHALL COMPLY WITF ,,,RTICA' 501 OF THE NATIONAL ELECTRIC CODE. CONDUITS EXITING THE AMMONIA ""OM SHALL HAVE CONDUIT SEALS INSTALLED WITHIN 18" OF WALL OR FL00F 4. MOUNT LIGHTING FIXTURE ON CROSS-BEAM SUPPOR, ~Er,c• ·,~ DETAIL G, SHEET E-5. REFER TO STRUCTURAL DRAWINGS FOR ''ROS' •··. ·.,1; SUPPORTS 5 UNLESS OTHERWISE INDICATED, LIGHTING FIXTURES " • • , .,,. ,ClALL BE CONNECTED TO THE OESIGNATED CIRCUIT. APPROVED I C-2961-B 16TH STREET PUMP STATION PUMP TiATION PLAN -.. IGHTING DESCRIPTION APP'D DESIG~~DB DRAW~FC CITY OF NEWPORT BEACH W-5231 -s E-4 CHECKED DATE REVISIONS UTILITIE5 0['1• • ,,ENT SHEET PS43 OF PS62 HWP JAN. 1995 L ______________________________________________________________ .l_ ____ ,:_ ___ .J. ________ ..J ______________________ ...1. __ [oi.:w:CcLLA:.:ssi11,fi'Dm1TE1ED'iii'BY7°.>HlF'Fcc-uu':s;l'ERRLLDOGLllNNTTWIMiE'.E,"".J»iANiNUUIA:iiRYYt244,°,11999~5Mai::,o!i'.sr"A:!Ml"'"'"10~w:CcLLA~S~l~E~DITTITBED)°'oo~N.::0011i;2-249/9955 ~•fs -_;_ ·,,:,.•:,_.,,.~ -~•--:,W~G"", ~-.•,.,Mf-. Y:\J894A\5ENPB008.DWG XREFS· SGNPBOOl.dwg ' ·SEl\lP'-~~,-. :• -.~8201 dwg I SSNP8202.dwg I ; ~ .. " z.;; :0 t> <: )) z ~ 0 " C m L ~ 2 C < w "' " a ' " ~ ~ 0 " 0 ~ ~ z ~ ~ D 0 a " " D m ~ .,, z l 0 5 0 0 D u 0 D ~ D z n ,,; z m \; C "' 'il z ► " ,; z I 0 r 0 n 0 '8 0 D ~ G z '2 z m n ,, C ~ D D z ► ~ I D [j iii n ~ jJ u D m D D D 1:2 c!:'j -~ Q_ i 1 • I ·:. -,--, --•·7-· ___ .. 0 0 0 0 -..._ LE 1 I in'-I I i K 2-75 TYPICAL FOR 16 (NOTE 3) 10 I □r PICA~ FOR 2 1 2-18 I ' M402 ' ! PBS 1-...,. • ~---~ l EXTENSION ROLLUP DOOR N0.1 LE6 b b b 1 1 ~-----~· --~-----~------ L --_J [7 EXTENSION □ l 0 L817 a l"C, 3#12, 1#12GN0.+---1--+1-.., TO LB15, LB17 •• 1' (\ 0 0 401, M40~ LIGHTING PANEL "LE'' I --~ L817 :[l: EXTENSION ROLLUP DOOR N0.3 --------I A PLAN -POWER AND LIGHTING 3/16"=1'-0" 3/16' = 0 b b L I I 1---"---1----l ~ 2-40 NOTE 3 b 1 LE7 "' r I TELEPHONE TERMINAL BOARD "Ef (TTB-"B") NOTE 2 cp I. I I , I TELEPHONE TERMINAL BOARD "A" (TTB-" A") NOTE 2 I i I~ TELEPHONE T EQUIPMENT EQOM L/ 2-2" f NOTE SPC. 6 0 1-150 TYPICAL FOR 2 l FOR CONTINUATION REFER TOuj, ~ 4 8 NOTES: 1. UNLESS OTHERWISE INDICATED, ALL CONDUIT SHALL BE EXPOSED MOUNTED. CONDUIT SHALL NOT BE ROUTED ALONG EXTERIOR WALLS. CONDUIT TO EQUIPMENT ON EXTERIOR WALLS SHALL PENETRATE FROM THE INTERIOR AREAS OF THE BUILDING. 2 PROVIDE PLYWOOD BACKBOARD ENTIRE LENGTH OF WALL FOR IAOUNTING OF TELEPHONE EQUIPIAENT. PLYWOOD TO BE 3/4" THICK AND 72" HIGH. 3. LIGHTING FIXTURE SHALL BE PENDANT MOUNTED 10 FEET ABOVE FINISHED FLOOR. 4. STUB CONDUIT ft ABOVE Fll:llSHED FLOOR. ROUTE CONDUIT FROM TELEPHONE EQUIPMENT ROOM, BELOW SLAB AND TERMINATE AT TELEPHONE OUTLET BOX LOCATED IN TELEMETRY ROOM OF PUMP STATION. (REFER TO DRAWING E-3). 16 SCALE IN FEET ,, # 1 STEEL COIL CHAIN __/ LENGTH AS REQUIRED ~-~- UNISTRUT HOOK-CAT. #M2350 STEEL BEAM. SEE STRUCTURAL DRAWINGS. 0 ◊>----------~ BOX WITH RAISED COVER AND RECEPTACLE (NEMA #L7-15R) MATCH PLUG SUPPLIED WITH FIXTURE. ( NOTE 8) ~=='cc --SAFETY HOOK, G E-4 HOLOPHANE #PF-121-A. CHAIN MOUNT DETAIL N.T.S. 5. STUB CONDUITS 6" ABOVE FINISHED FLOOR. ROUTE CONDUIT FROM TELEPHONE EQUIPMENT ROOM TO TELEMETRY EQUIPMENT SECTION OF CP-"PS". STUB CONDUIT INTO BOTTOM OF CP-"PS''. 6. STUB CONDUITS fl' ABOVE FINISHED FLOOR. ROUTE CONDUITS TO EXTERIOR OF BUILDING FOR FUTURE TV AND MISCELLANEOUS BUILDING 7 SIGNALS. 7. STUB CONDUITS 6" ABOVE FINISHED FLOOR. ROUTE CONDUITS TO EXTERIOR OF BUILDING FOR FUTURE TELEPHONE. 8. FOR AIAMONIA ROOIA LIGHTING, PROVIDE RECEPTACLE AND P' .. UG RATED FOR CLASS 1, DIVISION 2, HAZARDOUS LOCATION. APPROVED C-2961-B 16TH STREET PUM 0 '; -4TIQN JOHN CAROLLO ENGINEERS ~----1----+-------------1------1 ~->v-c • o ¾ UTl~l~IRECTOR 38799 ---------~----I PHC€ND(, AZ , WALNUT CREEK, CA SANTA. ANA, CA "-ACRA~ENTO, CA SAN B(RNAROINO "• TUCSON. AZ SAN DIEGO, CA 3AKERSFIELD. CA VISALIA, CA --:.: ANGELES. CA R.C_E NO~~~ DATt I •'2.3-'.l.S__ __ EXTENSION PLAN • POWi::R AND LIGHTING f---+---+--------------+----+-~~ DESIGNED DRAWN DATE BY DESCRIPTION APP'O JGB HFC CITY OF NEWPORT BEACH W-5231-S E-5 REVISIONS CHECKED DATE HWP JAN. 1995 UTILITIES DEPARTIJENT SHEET PS+4 OF PS62 DWG LAST EDITED BY: HFC USER LOGIN TIME: JANUARY 24. 1995 8.05 AM OWG LAST 1:_UITED UN· 01/24/9~ 1~::U·.')" Dwc: NAM!:_ Y:\5894A\'.J[NPRU1:2.DWG XREFS· SGNPBOOI dwg I SENPI? -.-• dwg I SSNPB1-"S3 dwg I SSNP8134_dwg I 0 --,,,. ___ \; z I 0 r D ~ n 0 0 ~ 'll ~ u TI ~ ~ ~ i5 z ~ n 0 " :ii ' 0 n z _m n " L " 0 TI z ~ " \; z I 0 r 0 n n m 0 0 " TI 0 ~ m 0 Il TI ~ ~ z n C z C m m Il D ,, 'u ~ < " z m n )> r 'n n TI z " ---------------------------------------~-------------------------------------------------------------------· ,,,_.,,._ -- POWER MONITOR BUSDUCT TRANSITION SECTION -0 36" UTILITY METER SECTION "PA" SWITCHBOARD "A" 2500A MAIN (PA SERVICE) I I · ·---- • NEl.4A 3R cN,~LOSURE SCE U/G PULL SECTION (TRENCH BELOW) UTILITY METER SECTION "cs" SWITCHBOARD "Ali 800A MAIN (GS SERVICE) 36" -V ✓-800A / BUSDUCT BUSDUCT TRANSITION SECTION - POWER ~ MONITOR A ELEVATION -OUTDOOR SERVICE ENTRANCE EQUIPMENT E-3 N.T.S. NAMEPLATE: TELEMETRY EQUIPMENT r NB.IA 12 ENCLOSURE BUSDUCT TRANSITION SECTION SPACE SPACE 1 SPACE SPACE SPACE AA401 AA402 AA403 AA404 ~ AA405 AA406 AA408 AA409 AA407 v/ 36" 45" 8 ELEVATION -SWITCHBOARD "AA" E-3 N.T.s. (INDOOR SECTIONS) NELIA 1 ENCLOSURE \ NAMEPLATE: PUMP STATION --- // CONTROL PANEL (CP-"PS") 1-1 1-2 I-• i-4 1-5 1-6 2-1 -2 2-3 2-•·?-5 2-6 -I - - -4 _r, -6 ,--ANNUNCIATOR TEST-+---~ LEGEND PLATE,,,.,,,.,,, TYPICA~ ----NAMEPLATE: CHLORINE GAS ALERT-MAINTENANCE BYPASS ACKNOWLEDGE NAMEPLATE RESERVOIR lJ VfL 1 1su' L _J ♦ ~RESET ljj• o---- ··i .. ..--c::J ~ NAMEPLATE: ' ., ON'' PUSHBUTTON r NEMA 12 ENCLOSURE, TYPICAL f "ON" STATUS LIGHT ,-----'---,------- I --.- LI Pl MAIN HEADER 400 I -·300 I I 7 I UPS I PRESSURE ♦ ♦ I --7 PLC L __ _J I L I I ---J _,_ _________ _.._ _________ _j 36'' 36" ·-=-----~-----··--1: sscs N0, 1 32" --1 12" I • sscs N0.2 32" -112"1-- sscs N0.3 32" 17'-4" sscs N0.4 32'' r NEMA 12 ENCLOSURE \ BUSDUCT 480V TRANSITION SUBPANEL SECTION 42 POLES (CIRCUITS A408-A416) SPACE A401 A402 A403 A417 A404 A406 w A405 A407 C ELEVATION -SWITCHBOARD "A" E-3 --1 l2'' 1-- N rs. (INDOOR SECTIONS) sscs N0.5 .. , .... w, -.. : ! t-- - -t:_"':_--=-..:::=:=:-:=::: :::~ ' •l' I ' I ' I ' ' ' ' ' r ~--~ .. ,,, '"·" .... , ' ---j ' ' I,, '4< '" .. .., ... MOH H• ~• >H 00 ,., ' I • ' F E-3 ELEVATION PUMP STATIOM CONTROL PANEL (CP -"0 s'·) G ELEVATION BOOSTER PUMP SSCS PANELS 1-...;;.-+=.;=...:..;...:..;..;...:c.;_; __ -=c..::...::...:::..... N.T.S. --~,.r:::~:: •'"o;. :~,mu •. ···~ POINT_ j _________ _ 1 -1 ' BOOSTER PUMP N0.1 FAILUF 1-2 BOOSTER PUMP N0.2 FAILUF 1 -3 BOOSTER PUMP N0.3 FAILUF 1 -4 BOOSTER PUMP N04 FAILUR 1 -5 BOOSTER PUMP NO 5 FAILUR: 1 -6 CONTROL PANEL CP-" PS" UPS FAILURE 2-1 (BLANK) 2-2 (BLANK) 2-3 (BLANK) 2-4 (BLANK) 2-5 (BLANK) 2-6 (BLANK) 3-1 RESERVOIR HIGH-HIGH LEVEL 3-2 RESERVOIR LOW-LOW LEVEL 3-.~ RESERVOIR ALARM DISABLE 3-4 RESERVOIR VAULT FLOODED ALARl<A 3 -: RESERVOIR VAULT DC POWER FAILURE ., C (BLANK) E-3 N.T.S. JOHN CAROLLO ENGINEERS PHOENIX, A7: "IALNU 1 CREEK, CA SANTA ANA, c;A <::;>\CRAMENTO, CA l __ / '"EMA 12 B401 B405 B406 LTG. PANEL 8402 8407 8408 "LA" __________ ,.,.....,...-->-SPACE B403 B409 .- 8404 B410 B200 LTG XFMR /~ SPACE SPACE BLANK V/ 20'' 20" 20" -i--..::.::---..,..e---:=----i 5'-0" D ELEVATION -MCC "8" E-3 N.T.S. _L_,,_ --_,,_ __ - H SECTION E-2 SCALE: 3/8"=1'-0" APPROVED OAT[ l·Zl-,$ ~- ' ' E E-3 38799 -----·--•·--- '01 C104 LTG. PANEL C102 C405 "LB" C103 C406 SPACE SPACE C408 LTG. • XFMR SPACE C407 C200 ------------------SP ACE BLANK SPACE " ' '). \ . . ,.. ELEVATION -MCC "C" N.T.S -PULLBOX "A 12"x1?"r.6" '.: N0.2 i C-2961-B 16TH 3 'RE[T PUMP STATION ,e,.£.V ATIONS SAN BERNARDIMr -:-'.· '\JCSON, AZ SAN DIEGO, ,...,-_ -, ,_, :'~Sf'IELD, CA DATE BY DESCRIPTION APP'D DESIGNED DRAWN JGB HFC CITY OF 1'11;,.flPORT BEACH : W-523 1 -s E-6 VISALIA, CA '\NGELES, CA CHECKED DATE HWP JAN. 1995 ·------------, .•. ____________________________ .......... ______ ....1, _______ ... ___________________ ..i., __ -__ .,. _____________ ___. ______ ...,.;;;.;;,;....,_,._ IONS JWG .P.oT EDITED BY, HFC USER LOGIN TIME: JANUARY 24, 1995 Bc05 AM DWG LAST EDITED XREFS: SGNPBOO 1.dwg I SENPBHV- DWG NAME. -:·-'::!4A\SlNP8IJ1 1.DWG • • -'.l'.'1-.)WG ! SMNPBI v:.dwg ! SSNF'B.311 I ·, I '1 ~ ~ TI D ~ ~ TI Z m ~ 0 TI 0 m TI "' < z C C w m TI 0 " " ~ " ,, r ~ 0 " ~'--- .,, \; z 0 r u 0 0 J> ~ 0 J> '\ D z ii <; z m I I ,------ 1 UNDERGROUND PULL SECTION M UTILITY METER (GS RATE) ) 800AF MAIN M400 3P 800AP CIRCUIT 800AT BREAKER SWITCHBOARD .. AA' I (OUTDOOR SECTION) 480V. 30, 3W. I 800A BUS, 65,000 AIC SYM 480-120V t--<DD---,2--<) ~ ----l --71 POWER MONITOR 1000/5A I BUSDUCT TRANSITION L 'SECTIQ.ti - BUSDUCT TRANSITION SECTION (.3) NOTE 1 ,------800A (CU) BUSWAY I----~ 480V, 30, 3W I _J 4"C, CONDUCTOR~ BY OTHERS~ TRENCH, CONDUCTORS BY OTHERS --1> 1247KV-480/277V. 30, 4W SERVICE TRANSFORMER (AVAILABLE SHORT CIRCUIT AT SECONDARY = 28,025A SYM.) 480V, "!II,. 3W, 800A BUS. 65,000 AIC SYM EXl[NSION LIGHTING PANEL .. LE" DIC AA401 1_tGHTINC PANEL ·1 .. M- 15KVA, 10 D2B AA402 )15AF 3P 15AT EXTENSION ROLLUP DOOR NO 1 i --I 48OV LOAD SUMMARY TABLE 1;i'lCHBOARO AA' --1 i -:.: H 80~-; • ·A•- IVN(''.TED ., . .L. OPERATING (FLA) ' ··---------•-------·-·--i: ' 587 2110 63 58 D3A AA403 3p)15AF 15AT EXTENSION ROLLUP DOOR "-10.2 04A AA404 JP)100AF 15AT EXTENSION ROLLUP DOOR N0 .. 3 05 AA405 JP)tOOAF 30AT 1 EXTENSION FUTURE FEEDER D6 AA406 3p)150AF 125AT FUTURE BUILDING NO. 6 FEEDER } rREFER TO SWBD "t.:.' SINGLE LINE DIAGRAM FOR CONTINUATION ,....---:,'"'16) SOUD STATE CONSTANl SPEED REDUCED VOLTAGE STARTER !+---►TO CP-"Ps" r-:::'"'15) D7 AA407 JP)600AF 500AT FUTURE BUILDING NO. 7 GARAGE FEEDER PRESSURE SWITCH SOLENOID VALVE LIMIT SWITCH BOOSTER PUMP MOTOR I 1--MOTOR '-;PAC\:: HEATER -BOOSTER PUMP CONTROL VALVE l_ MOTOR VIBRATION SWITCH -MOTOR WINDING TEMPERATURE DETECTORS (6 TOTAL) \_ MOTOR BEARING TEMPERATURE DETECTORS (2 TOTAL) -~-------------·-· ---· .. '--_CIRCUIT IDENTIFIER EQUIMENT (1) (2) (3) (4) (5) (6) --- BOOSTER PUMP N0.1 A3B A3C A3D A3E A3F A3G ------------- BOOSTER PUMP N0.2 A48 A4C A4D A4E A4F A4G ----·--·--·--·-~- BOOSTER PUMP N0.3 A58 A5C A5D ASE A5F A5G ---··. - BOOSTER PUMP N04 A68 A6C A6D A6E A6F A6G ----- BOOSTER PUMP N0.5 A78 A7C A7D A7E A7F A7G AA408 JP)tOOAF BOAT FUTURE BUILDING NO. 9 FEEDER D9 AA409 3p)100AF BOAT FUTURE BUILDING NO. 10 FEEDER UTILITY METER (PA RATE) ) 3000AF MAIN A400 3P 3000AP CIRCUIT 2700AT BREAKER --1------"I ,.,_FP _ 480-120V (2) 3000/5A (3) BUSDUCT NOTE 1 1-------l I I TRANSITION SECTION BUSDUCT TRANSITION SECTION ---3000A (CU) BUSWAY -+---~4BOV. 30. 3W ' SWITCHBOARD "A" I ( OUTDOOR SECTION) I 480V, ::t/J, 3W, 3000A BUS,SYM. I __ 6_s_.oo~ :c ~ POWER MONITOR I I 1• C, 2# 12 (LOSS OF UTILITY POWER) CP-"PS" PLC 4BOV. 30, 3W, 3000A BUS, 65,000 AIC SYM. 4BOV, 30, 3W, 2000A BUS. 65.000 AIC SYM. _J L_ I L A16 3/4" c. MANUFACTURER'S A416 Jp\25AF )25AT CABLE TELEMETRY ROOM Al A15 A401 3p)100AF 90AT IGFP TO MCC "8" A415 l JP~15AF 15AT , 3 1/4 HEAT PUMP MONORAIL CRANE A2A A402 JP\ 100AF }100AT IGFP TO MCC "C" VIA EMERGENCY GENERATOR ATS A414 3p)15AF 15AT A14 5 1/4 BRIDGE CRANE A3A A403 3p\600AF }500AT IGFP __J ~ z :,; '-' 0 b:~t=1-<Co<w CL ::, w ZI ow~ Vl I-~ z ...Jo~ a:::wu I w _J f-- LL. '-' 0: wzo Cl:'. -LL. {fl BOOSTER PUMP N0.1 48DV, 30, 3W. A413 3p)15AF 15AT A13A A13B AMMONIA ROOM ROLL UP DOOR A4A A404 3p)600AF 500AT IGFP :::!: -'& z :,; 0 1--0.=t-a::: ~ -c( w <( C) :::) w CL zr owi=v:, r-~Z ...J O -fl a:::wUI w _J 1-- t,_ Cl et: wzo ll'. -LL. "' BOOSTER PUMe !\10.2 48CV SUBPANEL ASA A405 3p)600Af SOOAT IGFP -'~z :,; '-' 0 tt'. s; i= I--<o..i:w CL ::, w zr owi=Vl I--~ z .....10 ~ O:'. w U I w _J 1-- LL. '-' et: wzo ct: -l,_ "' BOOSTER PUMP N0.3 225A BUS. 65,000 AIC SYM. A412 A411 3p)15AF 15AT 3p)15AF 15AT A12A Al 1 A A12B A 118 SCRUBBER ROOM CHLORINE ROOM ROLL UP DOOR MONORAIL DOOR N0.2 SWITCH BOARD ";,:,' (INDOOR SECTION) 4BOV, 30, 3W, 1200A BUS, 65,000 AIC SYM. A406 3p\600AF )SOOAT IGFP A6A :::!: _, & z· :,; '-' 0 ~<(i= f--c:( -<( w a. 0 :::> W wzr 0 Z i= (l'J f---z ...J 0~ 0:::wUI w _J ,- LL Cl 0: wzo Cl:'. -LL. Vl BOOSTER PUMP N0.4 A410 3p)15AF 15A- AlOA A10B CHLORINE ROOM MONORAIL DOOR N0.1 A407 3p\600AF )SOOAT IGFP A7A :::; . :;I_ :;_ z i= 0 Q Q:'. $~ti to ::,w zr owi=(/) I--~ z _JO~ 0::::wUI w _J 1-- LL. '-' et: wzo Cl:'. -LL. (/) BOOSTER PUMP N0.5 ---···-J A409 .iV,06 JP)15AF 15AT f015AF "f 15AT ' ' A9A ~- ' A417 ,-----DOOR ACJ"ijA' I )R. A9B PUMP ROOM ROLL UP DOOR N0.2 A9C PUMP ROOM ROLL UP DOOR NO ' "TYPICAL I ' ' ! I I ' I PARTIAL SINGLE LINE DIAGRAM -BOOSTER PUMP MAIN SINGLE LINE DIAGRAM C-2961-B NOTES ' LIGHTING ARR'. :,,TOR JOHN CAROLLO ENGINEERS PHOENI)(, AZ • WALNU I CREEK, CA SANTA ANA, CA '5ACRAW£NTO, CA SAN BERNARDINO. CA TUCSON, AZ SAN DIEGO, CA BAKE:RSF"IELD, CA VISALIA, CA LOS ANGELES. CA DATE 8' APPROVED 16TH STREET PUMP STATION MAit, =SINGLE LINE DIAGRAM DATE _ ___,_1•'---'7..,J.cc-~nS.____ __ _ _DE_s_cR_1P_T_1o_N _____ _i_A_P_P_'D--ll-:~:=:lc~G]=l"'~---l~D=R=AW~~~F-C---ll--c-,-T-Y_O_F_N_!'ciP('~,,-idEACH -1S~H_E-5ET2_3~~: 0-FE.::2 REVISIONS HWP DATE 1 UTILITlf< [P!-1 • 'ff r'""" r..,. -~---------------------------------------------'---------L--------L---------------------L--------;;;.;_;:;.:_.:.;;_ _______ ..L,._.:;:,::.:;__~J_:AN:;:_;,.,.:.;•9:;9:;,5..J.. __ ..:,_~ _,-___ ..._ _____ _, DWG ,_AST EDITED BY HFC USER LOGIN TIME JANUARY 24, 1995 8:05 Aili DWG LAS.l EDITED ON U'i_;, '/ -_;WC, NAi,· • \ J894A\ SENP8004-.DWG 'REFS SGNPBOD1.dwg I "O ~ z I D -0 ~ n ~ ~ m O " ~ ~ E'1 ~ ~ " 0 " , > TI o z ~ 7 m 0 ,, L "O 0 TI z " 0 ti " 0 n "O 0 ~ ~ z i5 s " ~ O" 0 ....... ~ r-3 I NAMEPLATE LTG. PNL "LA" ____ BLDG. PUt.AP _ STATION _LOCATION __ t.ACC "13" __________ t.ATG. INTERNAL sus __ Z!.? ___ MF __ 11QL?_Q_B_ v_l_111 t.AAIN· ___ LUGS ___ _ LOAD GENERATOR ROOt.4 LIGHTING ,___ ______ - TELEt.AETRY ROOM LIGHTING ,___ ________ ---·- PUMP ROOM LIGHTING CHLORINE ROOM LIGHTING SCRUBBER ROOM l LIGHTING . --. j AMMONIA ROOt.4 •• LIGHTING IIIA 200 ' ,620 VA ACS S/N 111B IIIC 20/1 1 609 20/1 3 155( 20/1 5 20/1 7 1930 : 20/1 9 620 20/1 11 EXTERIOR BUILDING LIGHTING 875' , ' i ' 20/1 13 +-I+ . ----. -------•--• ,--·-------r--· VALVE VAULT FAN EF -11, ' LIGHT AND RECEPTACLE il 555! 20/ I l 5 ···-----· ---------------. ---------~-----~----......------- SPARE -20/ 1 1 7 -+-1--+- 1---------------, ' CHLORINATOR 1 20/ 1 19 -<i--<1-+- --,----''----1 ! ,__c_H_L_O_R_INA_TO_R_2 ____ -· _.,__ 1: _-J-i 1_2_0_ ~-2_0_/___.1 2 1 --.+- CHLORINATOR 3 1-------------- CHLORINATOR 4 --~I _ .... 1 _.~_2_0 ___ :_2_0_1___.1 23 11201 i 20/1 25+-ll-+- 1------· ,--· I AUTOMATIC WATER ,00 ,,· ! 27-H..+ fllTRATION coi-HRO. PNL " : 20/1 ---·' -~ -· ---------1-·----'-----' SPARE SOFTENING S' "H.! CONTROL PAt CHLORINE Rt .•: •Al ANALYZER NC " ____ ,, ___ ------. SPACE HEATER::• OUTDOOR SWBD SPACE SPACE ' -20/1 -------.----- I JOO 20/1 i i ----- I 20 ' 20/1 I . ···•---j---+ 500 20/1 29 JI 33 35 37♦-I-+- ACS VA 2 20/1 360 4 20/1 1B0 6 20/1 8 20/1 180 10 20/1 : 12120/1 - 14 1500 ,30/2 16 50( 18 20/1 20 20/1 120 22 20/1 I 120 24 20/1 26 20/1 120 ' 28 20/1 - 30 20/1 i 32 20/1,1001 --·· -- 34 20/1 i 20 56 20/1 ! I ' ' ..... -,. 38 --' . .. -- ~o -- ' 180 540 LOAD PUMP ROOM RECEPTACLES CHLORINE ROOM RECEPTACLE SCRUBBERS ROOM RECEPTACLE AMMONIA ROOM RECEPTACLE SPARE TELEMETRY ROOM l~ECEPTACLES RESERVIOR VAULT LOAD CENTER 180 RECEPTACLE ON ROOF AMt.AONIATOR 1 AMt.AONIA TOR 2 120 i AMt.AONIATOR 3 ------ AMMONIATOR 4 SPARE AMMONIA VACUUM 60 REGULATOR HTR RECPTS CHLORINE VACUUM REGULATOR HTR RECPTS CHLORINE RESIDUAL ANALYZER N0.2 -SPARE SPACE SPACE SPACE 41-H-+-42 -i SPACE - ----------------1- SU B -TOTALS i2235 ,535~790 ! ~J802820 080 SUB-TOTALS TOTAL CONN. (JIii) 158 KVA a-·• , . .,,,_,_,,_ NAMEPLAH: ---'NL LB. BLDG '."~~£'-~~!~!:l-LOCATION __ ~c_c _ _:_~-------·-----MTG __!~!_[~~~~ ----------·. 2,;r· BUS __ !:.c:. ,;.Mf--~ .. '.}0_/__?08 _ V_ 3 _Ill t.AAIN. ___ LUGS ___ "" C VA I ACB S/N ACB VA LOAD ¢A ' ~Bi ,i,C; il>A 111 B {l)C, ' ~,,. "" • "Ht.ORIN[ ' .. ::-, ' -~;,1 , . .Jf ' !CHLORINE GAS DETECTOR ,-1656, 20/1 1 2 20/1 120 ! '.CONTROL ~ FAN EF -·' PANEL . ·-----·---·-----------·--· CHLO-RINf_ ·, 1-;· • :~AUST ! : AMMONi~ GAS DETECTOR 1656 20/1 3 4 20/1 120 ,CONTROL PANEL fAN EF -: f ·/ . -,_ ------~-----+---+---------· ---.. ----- I SCRUBBER XHAUS' ' ! 5 6 20/1' ' • ''AN ~Y-•·8 r656, 2011 ' -LJF:"AF iSCRUBBER ' -,--------------~------------------------ FXHAUST: : ' I ~; ' IFAN ::r--· 1656! 20/1 7 8 20/1 ! ·-; I SPAR, ' --l-' ' ----"""· ---•-----·-------I AMMONIA +:· • ' -'' ,AUST ' GENERATOR ' '20/1 9 !O I FAN ,-, S ' '• .• ' r6561 20_/1 /OOOi CONTROL PANEL IAAo .. 1• :~,u \, . ------~----!---------· --+-. ' ·Y\U5T ' ! I PUMP STATION CONTROL 1656 1 1 '? 40/1 ! '760 1 FAN •• 20/1 i PANEL (CP-"PS) ;, -' .. ----i --+ '.WAU~ )-k'. ' ' FIRE SPRINKLER i Li:,./"':--,,, •.. _ 1217 l 20/1 13 20/1 20 ALARM BELL ' ! --' + I ---··------ ' 'TTq, ,;;t e I ' ' l'A· ---,,P!Ai c··r_: 500 I ! 20/1 15 ' 40/1 982 CP-"PS" UPS ~-.. ,_., - I -' flf-655 ! 20/1 17 18 COt.4BUST16LE GAS .~PHONt RECPTS 20/1 120 DETECTOR CONTROL PANEi ------·+----_j___ -, I i SPARl -20/•119 20 20/1 -SPARE ----·-·--_ _._ ·---·,------· ---, SPACE -i -21 22 --SPACE 1· ------._ ____ --, SPACE i --23 24 --SPACE ' ----·-_.,.. _____ ----i----i-•-· -------···· ' )8126967 I ·,uB--TOTALS ~529 140 '102 288(1 SUB-TOTALS ' ' TOTAL CONN (30 17.5 KVA FROM SWITCHBOARD "A' (A401) I B401 B402 B40.3 8404 1 480V, 30, JW, 600A BUS, 65,000 AIC SYM. 8405 B406 B407 1 • r ' _. t' B408 B409 L_ B1A _8_2_A_ ==~~~--:;::; r.B;:::;3;:::;A:: _;:..~~:;----;:;B;;::4""'A"' 818 INJECTOR WATER BOOSTER PUMP N0.1 ,PACKAGED SYSTEM 2 i::MERGEf'!Cvj PER MANUFACTURER SENERATOR 1 --------7 AUTOMATIC TRA SFER SWITCH B2C B2B 10 INJECTOR WATER BOOSTER PUMP N0.2 I I WITH BYPASS ISOLATION I 60KW, 480V, I I 31&' 3w I 50A. 480V, 3111, 3 FROt.4 SWITCHBOARD "A' (A402) I 1 .30,000 AIC SYM I I ~---+-------' I "--==--..:. I A 2B L _______ J A2C PULLBOX "A" B3B VALVE VAULT SAMPLE PUMP NO. I B3C 84B VALVE VAULT SAMPLE PUt.AP N0.2 B4C B5 1 1 /2 '-._/ PUMP,ROOM EXHAUST FAN EF-1 B6 1 1/2 '-._/ PUt.AP ROOM EXHAUST FAN EF-2 SINGLE LINE DIAGRAM -MCC "8" 87 I 1 /2 '-._/ PUMP ROOt.4 EXHAUST FAN EF-.3 BB 1 1 /2 '-._/ PUt.AP ROOt.4 SUPPLY FAN SF-1 89 I 1 /2 '-._/ PUMP ROOM SUPPLY FAN SF-2 GENERATOR CONTROL PANEL r--c4 □o I 3p\100AF l480V, 3111, .3W, 600A BUS, 65,000 AIC SYM. : 1-[--~-)- 1 o_o_A_T __ c_10_, ______ c_10_2 __ N_O_T_E_ 1 __ c_1o_J __ 11-____ c_, 0_4 ______ c•i-os ______ c•i-◊6 ________ c-4i._o_7 ________ ci•o_a __ -3 (LB1) y 1P)15ACB l (LB3) y 1P)15ACB l (LB9) y 1P)15ACB I 3P)7MCP 3P)Jg~~F 3p)ii1~F 3~)1iiA, L 30 KVA, 3111 ~r-y"'\ 480-120 /208V I ! C200 _J_ 3p\225AF -=-)110AT (LB11) y 1P)15ACB l L C2B C3El C6A TO GENERATOR CONTROL PANEL ,..A CB l CIA CHLORINE ROOM EXHAUST FAN EF-4 3/4 CHLORINE ROOM EXHAUST FAN EF-5 C3A 3/4 AMMONIA ROOM EXHAUST FAN EF-8 C4A 1 1 /2 '-._/ C6D C6B 3/4 AMMONIA ROOM EXHAUST FAN EF-9 GENERATOR ROOM GENERATOR ROOM EXHAUST FAN ROLL UP DOOR EF-10 Non·s: 1. POWER TO 120V, 2POLE t.AOTOR STARTERS VIA LIGHTING PANEL "LB" SINGLE LINE DIAGRAM -MCC "C" LIGHTING PANEL "LB'' ' 15 KVA CHLORINE SCRUBBER CONTROL PANEL APPROVED B410 3pl 100AF )90AT L 30 KVA, 30 ~ 480-120/208V _L _t\ ?'. B200 3p\225AF }llOAT LIGHTING PANEL "LA'' MCC _J C-2961-B 16TH ::. 'REET PUMP STATION JOHN CAROLLO ENGINEERS --+---t __:upd,-h'°,c""T, :fol 4.~,r,s.EC"'T"'oR""""' ==>,* 3 !l.. 7 - 9 - 9 -,_______ ----------------- CIL\;IE&.l'l R.C.E NO ---'"='--'=-48(• ., ~,, ']L~ ".\NE DIAGRAMS _ _,__--t DATE 1 ·7--'l-~5 ANV ;::::;_i;; '0 SCHEDULES I PACE [01405 2-31-9 PHO[NIX. AZ WALNUT CRE[K, CA "SANTA ANA, CA SACRAt.AENTO, CA SAN BERNARDINO, CA TUCSON, "'-Z ~AN DIEGO, CA BAKERSflELD, CA '.ASAUA, CA LOS ANGELES. CA 1----+--·---+-------- DATE BY ! DESCRIPTIO'· RFVISIONS DESIGNED DRAWN JGB HFC APP'D CHECKED DATE HWP JAN. "395 CITY OF,, UTIU' ,H I W-523, -S I E-8 iSHEET ~,,, -')F PS62 DWG LAST EDITED BY: HFC USER ~OGIN TIME. JANUARY 24, 1995 8:05 AM DWG ;__AST EDllED ON u-, ,.,.,,, ·/ _ Y.\3894A\SlNl----'bVU3.UWG XREFS· 5GNPB001 d•g I ~ ~ u " TI " ' z ~ ~ TI 0 ' 0 > TI D E:l TI 0 '" a ru -< z C " rn m TI 0 ' ~ " TI ~ z l 0 r 0 0 0 ~ ~ ~ 0 z ~ z _m 0 > C ~ u ~ z > u ~ z I 0 r 0 n 0 D u 0 ~ 0 z :;:; $ L _m n .~ ~ ~ D z ~ Cl ...,.., (I' N SEE TABLE(S) FOR CIRCUIT NUt.tBER 3 4 l 10 11 14 15 16 1 7 18 19 -~-----------------------------------------------------------------------------·"········------------ ~ OL i/>1 ) 01 I OL il>2) "T' 0 ' I , A OL i7>3 ;---o 480V 120V ! REFER TO SPECIFIC CONTROL SCHEMA TIC FOR CONTINUATION) NOTE UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT t.lCC. TYPI C 1 , i..........,_,M_.O._T__..O.,__.R_S..._C.._.H_._.E ..... M ...... A ..... T'""'I C:L-...:T...a.Y.a..P.-E_1,__ 3 POLE, FVNR t,. r-.--l, 'R[FER TO SPECIFIC CONTROL SCHEMATIC FOR CONTINUATION) r~ NOTE UNLESS O fH~R\lllSE NO TED ALL DEVICES SHAt'. SE J)SATED AT MCC. TYPICAL MOTOR SCHEMATIC TYPE 2 - ' 2 POLE, FVNR 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 (REFER TO TYPICAL MOTOR SCHEMATIC TYPE 1 FOR CONTINUATION) START M36( ) STOP __L_ -----Q_LJ;----------0 0--------j REFER TO TABLE---+----. ----IR TMr--e -· BELOW. TYPICAL M36( ) NOTE UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. EQUIPMENT PUMP ROOM EXHAUST FAN EF-1 PUMP ROOM EXHAUST FAN EF-2 PUMP ROOM EXHAUST FAN EF-3 PUMP ROOM SUPPLY SF-1 PUMP ROOM SUPPLY SF-2 ---·· M36( CIRCUIT NO. B405 B406 B407 B408 B409 ------ CONTROL SCHEMATIC -TYPE A (REFER TO TYPICAL MOTOR SCHEMA TIC TYPE 1 FOR CONTINUATION) STOP START __L_ L.0. t,. t,. REFER TO TABLE BELOW. TYPICAL M49( ) NOTE: , UNLESS OTHERWISE 'IO'J'E:p All DE.VICES SHALL BE :.OCA TEC' Ar MCC .... ----. -·-·· . 1:.0UIPMEl>F ------~---------- INJECTOR WATER BOOSTER PQ_t,!P NO 1 INJECTOR WATER 800S11R PUMP N0.2 VALVE VAULT SAMPLE PUMP NO 1 M49( ) RTM R M49( CIRCUIT NO. B401 B402 B403 .. TO PLC ( ) A B C D E -·------- OL'S .. TO PLC .. ( ) A B C 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 (REFER TO TYPICAL MOTOR SCHEMA TIC TYPE 1 FOR CONTINUATION) H 0 A START STOP __L_ L.O. l:, t,. l:, M71 ' ' ' I I --'--;J 6 0 FROM GENERA TOR CONTROL PANEL NOTE: UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. M 71 RTM R EQUIPMENT CIRCUIT NO. GENERATOR ROOM EXHAUST FAN EF-10 C405 CONTROL SCHEMATIC -TYPE D (REFER TO TYPICAL MOTOR SCHEMATIC TYPE 2 FOR CONTINUATION) START M82( ) __L_ ..---0...wo-;-------..---0 0--------1 l:, D.. STOP L.O. AMMONIA GAS -'-~ CR213 OL'S DETECTION .,__~ FAN CP-"PS" RTMt---• START MBZ( ) REFER TO TABLE BELOW. TYPICAL ---~_J NOTE· UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. EQUIPMi. NT !ST FAN AMMONIA ROOM EXHAU AMMONIA ROOM EXHAG JS -f-AN EF-8 EF-9 M82( CIRCUIT NO. C103 1LB91 C104 ILB11\ CONTROL SCHEJviATIC -TYPE E I c l i A I B .. TO PLC .. 106 107 108 109 110 01 SEE TABLE MOTOR SPACE HEATER MOTOR VIBRATION SWITCH IAOT( WINDI~ RTD (TYP. OF c .. sscs ;OTO~ 6 NOTE 2 -· ___ _____.,,, M 123( ) M123( ) TOR I ( 111 FOR CIRCUIT \!1 2 >-+----:> NUMBER M123( ) I ( 112 03 113 114 115 116 117 118 119 120 121 122 123 124 125 M123( ' , I ( NOTE 2 --; I ~ J CR122()RllS() ..----,,,,::Lj._fr-;;X"OO,s--0...LJ:i---...--0 o-----tf---j 1-----1 H O A STOP 0 -' (l_ :2 -+cW-fr'-ixoo ' ' --+--oox ' ' ' ' ◄•----a1-o-9ox . - NOTE 3 CR115( ) BOOSTER PUMP CONTROL VALVE SOLENOID CR11S( ) --------------< 1-------'----ISVI--- CRl 20( ) t,. CR115( ) CR122() ----1 ll--------r.,____,I l-----__ _, NC CR120( ) ..,_ __ -<..._O 111----'- t,. [~~BOOSTER PUMP , : CR122( ) VALVE LIMIT SWI' .. a----11 CR120( ) ____ cR;3~ >I M123( )~ -{)--' NOTES: 1. UNLESS OTHERWISE NOTED AL 1)0:1/IU' :;1-11,,: ' '3c \cOUNTED '"' SSCS ENCLOSURE. 2. COMMON FAILURE ALARM SAFETY INTERL<)C!-', ,.3SOCIATED .v ,, :,OTC'" EXCESSIVE VIBRATION, MOTOR WINDING OVER: -~MP:C:RATURL •~C"OR BEARING OVER TEMPERATURE. AND DISCHAE'~; "IPc. HIGI--! ''R""''.':iUR[ ror.: ·~ l, I I [I ;,, :-1 ' ,. NAMEPLATE_LTG p•;c_ 'LAA .. ~' )G __ "UMP_ STATION LOCATION_ PUMP ROQM _________ MTG. SURF AC VALVE VAULT SAMPI-E PUMP N0.2 B404 D NAMEPLATE_LTG. PNL. "LE" __ BLDG. EXTENSION _ LOCA Tl O N __ T5.!:~~_9.!_J~-~12,_~~-----MTG -~U_!<£~C:_i=:_ SPARE SPARE SPARE ,PARt I ,,.,,,w, ! I '.:.PACE LOAD SUB-TOTAL':: TOTAL CQNi-; VA ACB S/N ACB VA il>A:il>B· -' 20/1 1 ---2 1 20/1 ! --1· 20/1 ?0/1 ! -+ .3 -l ' 20/1 • -~-• 5 0/ 1 i -i ····· ./-. ' i ! . 20/1. r-·r -~ • 2U/1' ~-+1oi20/·;' ' ~~ . ,,-1 : • i 1 : 1 ,1 ", ' i2 1 . ' 12 3 ·,t-16 -18 ' -~i-20 22 24 20/1 i I ·--.. -_J ___ 20/1 ' - ~•------f---.--·---- - 2110 40/2 --~-· LOAD -SPARE ·+~---·-------- • SPARE .;-, ------ ;SPARE SPAR[ SPARE -SPARE i SPARE SPACE 'LIGHTING PANEL .. LE" .! SUBFEED 10i ·r--r· +-· -i -~650~ 15! SUB-TOTALS ,,...;._\ _ _.. ___________ _._,_~--'------------I 5 2 KVA .. OR,N, GAS CffCTl0'1 .--AN SHUTOF" CONTROL SCHEMATIC -TYPE B I (REFER TO TYPICAL MOTOR SCHEMATIC TYPE 2 FOR CONTINUATION) -,,CR213 STOP START M62( ) ..... --1-1----,o__L.a-,-------O__L_u-----e---1 CP-"PS" L.0. t,. t,. REFER TO TABLE---<-- BELOW. TYPICAL \ --~!RTMl---e M62( ) NOTE; UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. EQUIPMENT CHLORINE ROOM EXHAUST FAN EF-4 CHLORINE ROOM EXHAUST FAN EF-5 t,. M62( CIRCUIT N" C101 ILB1\ C102 (LBJ) CONTROL SCHEMATIC -TYPE C ( ) A B .. TO PLC .. BUS·_ 100 ___ AMPS_24WJ20_v_ 1 _0 LOAD VA ACB 0A 11)8 LIGHTS 1400 20/1 --------- LIGHTS 1400 20/1 SPARE -20/1 RECEPTACLES 360 2D/1 SPARE -20/1 SPARE -20/1 ---- SPARE -20/1 SPARE -20/1 -!------------- SPARE -20/1 SPACE -- SPACE -- SPACE -- ··------- SUB-TOTALS 400 760 TOTAL CONN. (30) 3.9 KVA MAIN· ___ 40f.2 C.8. S/N ACB VA ~)-~j 0A I 08 1 2 20/1 350 3 4 20/1 50 5 6 20/1 360, 7 8 20/1 - ' 9 10 20/1 i -I ! 11 -~ .• --12 20/1 ! - 13 14 20/1 _., -·-- 15 16 20/1 - 17 18 20/1 - .. 19 20 -- 21 22 -- 23 24 -- 710 50 LOAD - EXTERIOR BUIU:!:NG LIGHTS . --------------------- TELEPHONE EOUIPM~NT ROOM LIGHTS ··--- RECEPTACLES ---- -- SPARE --------.. ----' SPARE SPARE SPARE SPARE SPARE SPACE SPACE -·--------- SPACE SUB-TOTALS 3. PLC CONTROL BASED UPON RESERVOIR LEVC REFER TO SP[CiFICATIONS DIVISION 18, EQUIPMENT BOOSTER PUMP N0.1 BOOSTER PUMP N0.2 BOOSTER PUMP NO.J BC OSTER PUMP N0.4 I BCOSTER PUMP N0.5 ' -----t --------. CIRCUIT NO. ( ) A403 A .L _13_ ; it4'Y: ~----· -" . . MOTOR SCHEMATIC -SSCS C-2961 -8 ,1 " ' ----------i.-----------------------------,.--,---,------------..... -..... _, _______ .,... ____ ~,~--------..1..-----APPJ;"QVED JOHN CAROLLO ENGINEERS PHOENIX, AZ WALNUT CREEK CA SANT.,_ ANA, CA SACRAt.lENTO, CA SA!-,,1 BERNARDINO. CA • TUCSON. Al SAN DIEGO, CA BAl<ERSFIELO, CA 'JISAUA. CA LOS ANGELES. CA ~EET PUMP STATION l ------------~ i 1---+---+-------------+--1 "'~~799 \. R.C E NO.~~~ PANi-;:ll£,le\4RO SCHEDULES AND D,.rE 1-t~-,~ MOTOr 1---+---+-------------+---+7=~~-~=c-=---+-- DFSIGNED DRAWNHFC CITV t)f Ni I 1 JGB DATE BY DESCRIPTION APP'f ., - REVISIONS "<ECKED DATE '"tfrROI, 8CHEMATICS s E-9 ·"'8 OF PS62 H'M' JAN. 1995 .'TILITIE -----------~--------------------_,.._ ________ .,_ ________ ..L., ______________________ .,_ __ _,D_W_(-_LJ\_S_, .. T"",""_0"'1T"'ED_B,_Y_H .. F"'C--US_,E"'R .. L"'O"'G1,.N""T,-IM""E·-J""A""Nu""A""R,-v--4,-, .. , ... 9..;95,:.;.;.;g"",'!'!05"""'AM...,._,;D~Wi'!G-.LJ\,..;;ST;;.,,,!ED~IT .. ED-n""':-'··,t~"a-;2-4."'/' ';ENPB005.0W'. -SNPB001.d,...,J < -~ " s ~ ~ " z )TI n ,, r ~ n z >~~- ~ ~ 7 I 0 r 0 ~ " D 0 " ~ D '" 0 " n m ~ < 7 u C z < ~ " 0 " jj " > < n z !" n ,, r 'ii 0 n L 5 .jl,,, 00 ~ £ z I 0 r 0 " n m 0 'ii 'll 0 m D " n w ~ < z u C z ' m " D " ~ " " " z _m " ,, r 'ii D n ~ 141 142 143 144 146 147 148 149 150 1 5 1 152 154 155 156 15 7 1 '.,I:.\ 159 lbO I 168 169 1 72 1 13 )· 1 75 -.,,,, __ , ________________ .. , .. .,..,.,.,_,, ___________________________________________________________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~l}- ~OTE 2. TYPICAL 120V. CIRCUIT LB12 24VDC POWER SUPPLY ~--U:::JI------QPEjT[3~]6 N MAIN DISCHARGE HEADER PRESSURE TRANSMITTER '-MAIN DISCHARGE , ., o ,.,_ •. • a:=· 11-------{:fP[I j3!QO:EJ-------~,~-::_-,HEADER PRESSURE INDICATOR 4-20mA-cji==p TO PLC BOOSTER PUMP NO. I PROPELLER fLOWMETER BOOSTER PUMP N0.2 PROPELLER fLOWMETER ~-.,,, ___ -·' Jl------JIIFOi?21:!;\J:I oQ;3~1_6 _______ _. i l r- BOOSTER PUMP N0.3 PROPELLER fLOWMETER BOOSTER PUMP N0.4 PROPELLER fLOWMETER ~. --~o--u::n------{l!r~O[!l T~loQJS:i]/ i • I b. BOOSTER PUMP N0.5 PROPELLER fLOWMETER 4-20mA--+-H-+-+~l t H • ·7 1•·- PUMP STATION --.. TOTAL FLOWRATE SUMMATOR I: b ___ , R; 60 PUMP FAIi URE -~ ,_ ________ BOOSTER PUMP N0.1 CR161 ,_ _____ ,. BOOSTER "''JMP N0.2 ;'.R 162 -(~·-------• BOOSTER PUMP _ N0.3 CR164 CR163 1------_,. BOOSTER PUMP N0.4 --0--------➔+ BOOSf[R PUMP , N0.5 • ~---··-· ---.~--'<-·-·. -"-----~ ""f_e ANNUN' .1\TQR ,:_:R H~:i~· CR163 CR164 '_) ·-1 r1 r1 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 201 202 203 204 i CRl 7C r~, . / RESERVO!r< 205 [ HIGH-HIGH-LEVEL i-------RESERVOIR 2020 LOW-LOW-LEVEL CR172 f---------• RESERVOIR 207 ALARMS DISABLE CR173 CR174 6. CRl71 CR172 CRl73 CR174 r 1 r1 r1 r1 TO ANNUNCIATOR CR171 CR172 CRl73 CR174 r 1 r 1 r 1 r 1 ·--' TO PLC (CONTINUED AT UPPER RIGHT) }------___. RESERVOIR VAULT FLOODED _____ RESERVOIR DC POWER FAIL 208 209 210 ' ' J ( CONTINUED FROM LOWER LEFT} FROM RESERVOIR TERMINAL INTERFACE (NOTE 1) 4-20mA 'r' 'r' I I H LY 400 4 20m D. I TO PLC I LI 400 / / ',/ '/ 120V. CIRCUIT LA34 120V, CIRCUIT LA.33 -AT #2 --AT ff1 f-- 6. 6. 4-20mA . HIGH/LOW ALARMS HIGH/LOW ALARMS TO PLC TO PLC } 0 ~ 1/1 CONVERTER 4-20mA °' °' °' 0 0 °' ~ I-0 0 <( I-I-z z ::! ., ii"-a" "' z 21'1 '3o o· 0 r: o. _,o :::;o :::,; 0 IZ IZ :::;z :::,;Z u u ., <( 0 0 0 0 I-I-I-I- ~ 24VDC POWER -SUPPLY I I I AT 305 16. ~-?OmA TO .PLC --AT 306 16. 4-20mA TO PLC ........ AT 301 16. 4-20mA TO .PLC ~-0 AT 308 16. 4-20mA LU TO PLC L.J 0 N ' / , 120V CIRCUIT LB 16 ,p, ' TO ANNUN. (UPS FAILURE) MANUFACTURER'S I ' :,.., ~· (': I PC 16. POWER 1 PRINTER 16. CONDUCTORS <~MANUFACTURER'S SIGNAL TO PLC I " (CONTINUED AT UPPER RIGHT) , , J 211 SIGNAL 212 CONDITIONER RESERVOIR LEVEL 213 CHLORINE RESIDUAL ANALYZERS CHLORINE SCALE NO. 1 LOAD CELL TRANSMITTER CHLORINE SCALE N0.2 LOAD CELL TRANSMITTER CHLORINE SCALE N0.3 LOAD CELL TRANSMITTER CHLORINE SCALE N0.4 LOAD CELL TRANSMITTER 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 (CONTINUED FROM LOWER LEFT) CHLORINE GAS--,._ DETECTION PANEL 6. AMMONIA GAS / DETECTION PANEL 6. TDR215 __J__ CR211 CHLORINE GAS 246 ALERT ( 1 PPM) CR212 CHLORINE GAS 247 ALARM (3PPM) CR213 AMMONIA GAS 248 DETECTION 249 TDR215 Ot------------0 o--------~ CHLORINE GAS 250 I-----• ALERT-MAINTENANCE TDR215 (0-15MIN) BYPASS (TIME RELAY t------------<>..,..._o----------1Y TO OPEN CONTACTS 251 UPON DEENERGIZING RELAY) 252 CR212 CR213 CR212 CR213 CR212 f1 r1 f1 r1 f1 253 TO AUTODIALER TO PLC TO CHLORINE SCRUBBER 254 CONTROL PANEL 1 2("' BL' '-+-+----¼--+-' 6. 4-20mA-4==l>----l==t> FROM CHLORINE RESIDUAL ANALYZER N0.1 VIA CP-"PS" EQUIPMENT CHLORINATOR N0.1 CHLORINATOR N0.3 AMMONIATOR N0.1 AMMONIATOP N0 . .3 FROM CP-'"PS" PLC CIRCUIT LA13 LA23 LAZO LA24 .J NO. : ·-· CR211 CR212 CR213 CR213 255 SCHEMATIC -CHLORINA.TORS & AMMC ,,IA TORS n n f1 f1 _____, TO MCC "C:' TO MCC "C:' TO MCC "C" TO MCC "C" CKT/1 C101 CKT# C102 CKT# C103 CKT# C104 CR211 CR213 r1 r1 TO CP-" FE" ~2f-11 _______ ~ 11-------------. ~lf-3---------1.Al/--------. (/J N / 120V. CIRCUIT (SEE TABLE) CHLORINE AREA ALARM BEACONS LB12-2#8,1H10 GND. & LBl 6-2#8, 1#10 GND. IN 1 ' 'T CONDUIT AMMONIA AREA ALARM BEACONS in a. I a. u (16 ~ SENSOR (ONE ONLY FOR COMBUSTIBLE GA';) BLOCK 6 CONTROL PANEL (NOTE 3) GAS ALERT GAS ALARM ;i{ \if;, TO CP-"PS" TO CP-"PS" PLC (NOTE 4) EQUIPMENT CHLORINE GAS DETECTOR CONTROL PANEL (CP-"CG'") AMMONIA GAS DETECTOR CONTROL PANEL (C-"AG") COMBUSTIBLE GAS DETECTOR CONTROL PANEL SENSOR FAILURE .~ TO CP-"PS" PLC CIRCUIT NO LB2 LB4 LB18 l,. MANUFACTURER'S IGNAL s SCHEMATIC -CHLORINE. AMMONIA & COMBUSTIBLE GAS DETECTOR CONTROL PANELS r·c. 24#12 1''C, 24#12 r·c. 4 PR 1"C, 4 PR. 3/4"'. 6#12 3/4"C 4#12 f' C, GQ 12 (STf.\'--;:_.,'c-.:\it\lC /\NC' & NO. 3 NO 1 & NO. 3 ... ,OR PANEL ··•OR PANEL SIGNALS) . :-ii.ORIN "'"''•c'·' CONTROL PANc, . 1"C, 20#12 (Al • "!. 2-2"SPC 3/4"C, 4#12 DIAGRAM -PUMP- ?ANEL (CP-PS. NOTES: 1. REFER TO RESERVOIR PROJECT PLANS, DRAWING E-3, FOR ORIGINATIONS OF SIGNALS. 2. FUSE SIZE BASED UPON LOAD BEING PROTECTED AND/OR PER MANUFACTURER,$ EQUIPMENT REQUIREMENTS .3. THIS CONTACT REQUIRED FOR CHLORINE GAS DETECTION SYSTEM ONLY 4. FOR COMBUSTIBLE GAS DETECTION SYSTEM, SIGNAL CONNECTION TO PLC. r---- 1 C.-2961-B r---------..,.------,,""""--,------------------------r---:---,--------------,--'"T'::'w~Pl°IR~o:l':vE~D~------T'""----·-··~-•·•----- - " " ' - - - - - SCHt vlATIC -CONTROL PANEL "PS" (CP-"PS") OTHERWISE NOTED. ALL DEVICES SHAL;_ BE MOUNTED IN CP-" PS". JOHN CAROLLO ENGINEERS PHOE::Nl/1. Al WALNUT CH:i:.[K, l:A SANTA ANA ·:A SACRAMENTO, C:A SAN BERNARDINO. CA • rucsON, AZ SAN DIEGO r_-;; 8AK[RsnELO. CA VISALIA. r,J, LO'S ANGt.LE5, C/1 DATE DE'SCRIPflON APP'O REVISIONS ECTOR R.CE NO 38799 DATE --~•--"~1_-q_$~--- DESIGNED JGB CHECKED HWP DRAWN HFC DATE JAN. 19S'. I t PUMP STATION ___ ,·:,~------------------------·•-- I EDITED BY: HFC USER l OGIN TIME .. JANUARY 24, 1995 8:05 AM DWG LAS1 EDIT[[) )WG NAME. ' \ Jj,:, • \..):::NPB013.DWG xw:~---· ··~t-JP6001 .dwg I u I ~ z l i u • D f' ii n 0 D TI ~ u m D ~ TI w ~ ' z: B r z C ~ TI D ., ~ 0 ► ~ z '" n ~ C ~ 0 TI L ~ TI > z I 0 r 0 TI D m 0 D TI :0 :i ~ 0 I :0 " ~ ' z B C z a; " m TI u ., ~ w ► < IJ z _m " ~ I> ' ~ ! L l ;:; r----------------------------------------------------------------7 LOCATION: 16TH STREET PUMP STATION PLC OJ )> l/l )> 0 ('i ~ ~ 0 2 0 0 0 0 0 0 PC , a, I I L____P_R_IN_T_E_R _ ___,r--o - ISU L ________________________________________________________________ J -I r-----------------------------7 1 ISU PLC 0 .! ' D i . I 1 LOCATION: WELL SITE # 1 L----------------------------- ADVANCED DIGITAL -I r---------- 1 I : I, -,'----IL-_1s_u _ _,r f _J I I I I I I PLC D I ~ 0 0 0 LOCATION: WELL SITE #2 L ______________________ _ I I I I I I _______ J ~ H WALTER i3 PACE :;! No. [014059 12-31 96 LECTRICAL ~ CAI.II • r r--------------------------------------------------7 1 I I I I LOCATION: BIG CANYON RESE I I I I I I I I I I I I I I I I I I I i IT I -a ISU 0 PLC D I I I I I I I I I I I I I I I I I I L-------------------------------___________________ J JOHN CAROLLO ENGINEERS PHOCNl>i:. AZ WALNUT CRE::[K, CA SANTA ANA, CA SACRAMENTO, CA SAN BERNARDINO. CA TUCSON. AZ SAN DIEGO, CA BAKERSFIELO, CA NOT IN CONTR!\CT NOTES: 1. THIS DIAGRAM DEPICTS THE INTENDED TlLEMETR SYSfEM ARCHITECTURE AND INTERCONNECTION OF EQUIPMENT ONLY ~XACT QJANT'T'ES ._ND LOCI\TIONS OF COMPONENTS SHALL BE AS SPECIFIED AND SHOWN 0'' PLAN' LEGEND Al ANAc.OG INPUT MODULE AO ANA'.OG OUTPUT MODULE DI D1$cRETE INPUT DO DISCRETE OUTPUT ISU INTEGRATED SERVICE UNIT PC PERSONAL COMPUTER PLC PROGRAMMABLE LOGIC CONTROLLER RS-232C SERIAL INTERFACE CABLl DATA HIGHWAY INTERFACE CABLE - o --o --PARALLEL PRINTER CABLE -T---T--TELEPHONE CABLE APPROVED C-2961-B 16TH STREET PUMP STATION ~ ~t< u¥®:~c~o~o 38799 1----l---~--------------1-----1 1-----------·--· TELEMETRY SYSTEM BLOCK DIAGRAM DATE BY DESCRIPTION APP·o DATE __ . l•H-~5 DESIGNED CAC DRAWN CAC Cl'll"Y Of t••i•11!''"0RT BEACH W-5231-5 E-11 ri i i I il \ I v1SAUA, CA LOS ANGELES, CA REVISIONS CHECKED HWP DATE JAN.1995 \RTMENT SHEET PS50OF PS62 DWG LAST EDITED BY HFC USER LOGIN TIIJL JANUARY 24. 1995 8c05 AM DWG LAST EDITED ON DWG NAME Yc\3894A\SENPBOIO.DWG XHI_I <-i: SGNPBOO 1 .dwg I ~ z ~ 8 ~ ~ " z p, n /' "' 0 ,,, ►~-- u ~ z I p 0 ~ n n D D D 0 D m D D D ~ ~ 2 B C z < w '" D 0 ·a ~ "' ► < " z m n l> C " D ~ z ~ ~ ~ z ~ u r D ~ n 0 0 a ~ m □ " ~ ~ ~ D z ~ TI C ~ ~ ► TI z m n )> ,- 'n D D z " u ---·--- ~ z I 0 r □ TI n m C 0 TI D D u m 0 TI D " ~ < " 'l ···- :,,c;;,:~: .. --------------------•,··.--------------------------------------------------------------------- FIRE AND l:.MERGENCYy-- ALARM PANEL (CP-"FE") CP-"PS'' · ~~ ' V '\ I l ·l L j . ,·. ;• I I -I ,, I, i I ' • 1, I I I ! ! I ,, ' I ~~!, I 1 ' I I ' I' ! ) -~, 1rl' I ij " ' \•') I \ ., I I / ! I I i I L .. I A I • I I i I I I I i ' ' -- ! ' .. --:r I I I I I I I L•J I ~ I ! I ____ L ' I; I ' ' ii I -~, ---·= --) / l"I ' I I _'_'J_ \ ( ,. I I:~ I ll l I ll j', ' \ ' ! .. __ j ·, " I, I, \ I \ ·' -1, r,--1·· ' I I ,,,: . .:,.c..... :.~·· •· ';,:11--•:•1· •• \ ' : r':'., ti I ; I \ l I I I ' ' I -+ ,I- ' '1 / ' ' I ' ' ' ' ' '! I ! L I j I : PLAN FIRE & EMERGENCY ALARMS 3/16" = 1 •-0" 3/16' = 0 4 8 16 SCALE IN FEET JOHN CAROLLO ENGINEERS PHOCNIX, AZ WALNUT CREEK, CA '::,.ANTA ANA, t:A '$Ar.;MAPAENTQ, CA SAN BERNARDINO, CA , nJCSON, AZ SA.N OIEGO. CA BAKERSFIELD, CA \llSALIA, GA LOS ANGELES-, CA I 1 i \ -----,--- ' ' .. fY T~~···. -I I I I ' ' --~ ""'-~vq ------------ ~-:~1• _Q] ·---1 SCRJBBER ROOM HO]Li..; i i ' ' ' i I I ' t --1-L"cl- \/ ' ;• AM¥f/NIA RO,OM l I NOTE 3 / I ' ' ! ' ' l ' I IL ' I I I I , I I 'I' ' • T_, 1 . UNLES'." OTHERWi'I:. INDICATED, ALL CONDUITS SHALL BE EXPOSED MOU~ITD. EMBEDDED CONDUIT SHALL BE 1'' MINIMl1M 2. UNLESS OTHERW'3E INDICATED ON THE PLANS 1.'R IN THE SINGLE LINE DIAGRAMS ALL POWER CIRCUITS SHA!..'. 3/4"C, 2#12, 1 #12 GND. .3, AMMONIA ROOM IS A CLASS 1, DIVISION · GRUUP D HAZARDOUS AREA. ALL ELECTRICAL EQUIPMENT SHALL 20MPLY WITH ARTICAL 50 I OF THE NATIONAL ELECTRIC CODE. CONDUlf'' • ,!TING TH':: AMMONIA ROOM SHALL HAVE CONDUIT SEAL' ''TALLED WITHIN 18" OF WALL OR FLOOR. 4, CONDUITS EXITING THE CHLORINE ROOM AND lHE EMERGENCY GENERATOR ROOM SHALL HAVE CONDUIT SEALS WITHIN 18" OF WALL OR FLOOR. 5, FOR FIRE AND EMERGENCY Al.ARM SYSTEM CONDUIT AND WIRE REQUIREMENTS, REFER TO BLOCK DIAGRAM 0~1 SHEET E-13. APPROVED C-2961-B 16TH STREET PUMP STAT!ON l---+---+---------+-----1 ~ ~-'(bA-. RECTOR .3Sl99 R C. E NO . ..=cc...::.,c._ PUMP STATION PLAN DATE OATE ~ .. __l-2.; -'l'; Fifi t. eMERG1:NCY ALARMS DESCRIPTION 1-----------.... ·--~. 01:_SlGN[O DRAWN JGB HFC REVISIONS CHECKED DATE HWP JAN. 1995 ,. ________________ ..._ ______ ...,_...., .... ...,;,,_,....,_ ___ _ UTIU LA'-•• EDITED BY: HFC USER LOGIN TIME: JANUAR" 24, 1995 8:05 AM DWG LAST EDITEU 81'. ;J 1 XREFS: 'SGNP8P' .. -----L-----1 "IS[[T PS!II OF PS62 .jJ~-' . .J4A'-_,ENPB014 DWG :~\): dwg • ;;MNPB 101 .dwg I ~ 0 ~ m TI m ' , C ~ z I 0 r 0 0 0 '!l 0 TI "; 6 z n p C cl TI 2 ~ -·-···-- - N 0 r-~, t ! I L 14 , ' ' i : I I I ! I I I I - ' I_ j EXTENSION FOR CONTINUATION I-------------------------, REFER TO DRAWING E -12 NOTES ! I .. 1 , I ' . I I __ A 1. UNLESS OTHERWISE INDICATED. ALL CONDUITS SHALL BE EXPOSED MOUNTED. EMBEDDED CONDUIT SHALL BE 1• MINIMUM. 2 UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE SINGLE LINE DIAGRAMS, ALL POWER CIRCUITS SHALL BE 3/4"C, 2#12, 1#12GNO. J. FOR FIRE AND EMERGENCY ALARM SYSTEM CONDUIT ANO WIRE REQUIREMENTS. REFER TO BLOCK DIAGRAM. THIS SHEET. ____ Jl_.J_ l __ l __ ·--~--------- ----------------L ------ PL.AN FIRE AND CHEMICAL ALARMS -1 TTB "B" j I L ,'------------ , l 3/16' = 0 l I I I ' ! ' ' ' ' I . ; i ' ' I I ' ' 4 -® 8 16 SCALE IN FEET JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEi( CA SANTA ANA, CA SA!;;~AM[NflJ, CA SAN BERNARDINO, CA , nJCSON, AZ 'SAN DIEGO, CA HAKERSFIEl.D, CA \/ISAUA, CA LOS ANGELES, CA EMERGENCY GENERATOR ROOM TELEMETRY ROOM - PUMP ROOM CHLORINE ROOM SCRUBBER ROOM AMMONIA ROOM EXTENSION { { { {· NOTE NOTE 2 E E1 E1 E NOTE 2 4 3/4"C, 2 CONDUCTOR (PER MANUFACTURER'S REQUIREMENTS) 3/4"C, 2#12, 1#12GND. 120V CIRCUIT >--------------'l\--1 LB15 NOTES: I., "-' I 0. u ~ _J w :i 0. _J 0 Cl:'. ... z 8 t; z w (:, Cl:'. w ::i; w 0 z < w Cl:'. G: ---1' C, 12 CONDUCTOR (PER MANUFACTURER'S REQUIREMEt,,T'.' NOTE 2 ~-----NOTE 1 NOTE 2 EMERGENCY GENERATOR ROOM fl F 1 } TELEMETRY ROOM Fl F1 F1 ~a 3/4"C, 2 CONDUCTOR (PE.R MANUFACTURER'S REQUIREMENTS) PUMP ROOM } CHLORINE ROOM } SCRUBBER ROOM } AMMONIA ROOM } EXTENSION 1•c, 4N12 (AMMONIA & CHLORINf ·,LARMS) FROM CP•-"PS" l''C, 8// 12 (FIRE & EMERG. ALARM & TROUBLE) TO AUTODIALER VIA GP-"PS" 1"C, 2/112 (SPRINKLER WATER PIPE RISER FI_QW SWITCH) ) } EXTENSION 1-l"C, 6 CONDUCTOR (PER MANUFACTURER'S REQUIREMENTS). 2. 3/4''C, 4 CONDUCTOR {PER MANUFACTURER'S REQUIREMENTS). BLOCK DIAGRAM -FIRE AND EMERGENCY ALARM SYSTEM C-2961-B APPROVED 16TH STREET PUMP STATION 38799 EXTENSION PLAN - DATE 1-'l.i •"5 FIRE AND EMERGENCY ALARMS I---+----+--------------+----+~---~~~---+------------,--· ---~-- APP'D DESIG~~~ DRAW~FC CITY OF NEWPORT BEACH \ W-5231-S E-13 DATE BY DESCRIPTION ' REVISIONS CHL;~~p DA}iN 1995 UTILITIES )EPAF'. i✓,Ec iSHEE~ PS520F PS62 ---------------------------------------------------..L--------..L--------...J----------------------...L---------;__..;.. ________ ..1.,_~:.:;;..-.J..~::;:..:,;.;:;;...., ____ ...,;.,, ••• .....,._~,..,•'.!'.: ' ·--_:~-,,_-,._,."•·------.... DWG ~'•.ST EfJITED BY: HFC USER LOGIN TIME: JANUARY 24, 1995 8:05 \M OWG LAST EDITED ON 01/24/2c ; -A\SENPB015.DWG 0,s,SPB133.dwg I XREFS· ~ ... p·-3;.'. . ~ " ~ ! 0 ~ C ► . " I I ~ ~ 0 'i " 0 m ~ " • s i C , < • " m . " . s v , ~ I • ~ z _m 0 ,. C: a '!' " ~ ~ z ~ □ r □ 0 0 ~ ~ □ ~ 5 z ii z !" 0 ,. C: ~ 'il ;:: ,. Q ...... 1. All CONCRETE CONSTRUCTION, INCLUDING lilENOING OF" BAIIIS. SHALL CElMPLY WITH ACI "BUILDING CODE FIEQUIFIEMENTS F'OR REINF'ORCED CONCRETE" (ACI 318). . • / 2. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM REINFORCEM~NT OF CONCRETE WALLS OR SLABS SHALL BE: 1 o• THICK OR LESS -USE #5 0 12• EW MORE THAN 10" THICK -USE #5 0 12• ,EWEF J; ALL WALL REINFORCEMENT AT CORNERS OR JUNCTIONS OF. WALLS SHALL BE CONTINUOUS, LAPPED. OR TERMINATED IN AN ACI STANDARD 90 DEGREE HOOK. LAP SPLICES SHALL CONFORM WITH NOTE 12. 4. lJNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BARS SHALL BE · DOWELED. DOWELS SHALL BE THE SAME SIZE ANO SPACING AS THE FIEINFONCEMENT WHICH IS SPLICE_O TO THE "OWELS. 5. All SLABS, BEAMS, AND COLUMN FIEINFORCING BARS SHA~l HAVE A t,;,INIMUM EXTENSION OR ANCHORAGE INTO SUPPORTS IN ACCORDANCE WITH ACI JUI, . ,; 6. STIPIFIUP SUPPORT BARS SHALL BE PROVIDED BETWEEN ENOS OF TOP BARS AS .REQUIRED, 7, UNI.UIS 01'MEfltWISE INDICATED ON THE DRAWINGS, CONCRETE COVER OVER fll MO SMALLER REINF' BARS SHALL BE AS FOLLOWS: A. $LA&IS AN0 JOISTS: . F'QftMED CONCFIElE SURFACES FOR DRY CONDITIONS ......... 3/4"• , ... ro 0€\NCFl[T[ SUFIF'ACES EXPOSED TO EARTH, WA 'FEiii. OF! W&:A lM.EFI. OF! LOCATED OVER WATER #6 IB•AFIS ANO SMALLER .......................................... 1 1 /2" #6 19,ARS ANO LAFIOER ........................................... 2" B, BEAM'S ANl:l COLUMNS: F'OAM[O COl>I.CFIETE SURF'ACES F'OR ORY CONDITIONS Sl'HIIRUPS, SPIRALS, AND TIES ................................ 1 1 /2" • • PRINCIPAL REINFORCEMENT .................................... 2" F'OFIMED CONCRETE SURFACES EXPOSED TO EARTH, WATEN, Oft WEATHEl!t, OR BEAMS LOCATED OVER WATER STIRRUPS AND TIES,, .. ,,,, .. ,,,,,, ...... ,, ................... , ..... 2'" PRINCIPAL REINFORCEMENT ..................................... 2 1/2''. C, WALLS: FOl!IMED CONCRETE SURFACES FOR ORY CONDITIONS ......... 3/4" F'OFIMfD CONCl'!t!:TE SURFACES EXPOSED TO EARTH, WATER, 01!1 WEATHER ................... ; ...... '!r, ................................ 2• D. F'001l1NGS AND BASE SLABS: 11 WIRE TIES @ 12" OC (TYP) ' •• V FORMEO VEFl1'1CAL CONCRETE SURFACES ............................ 2• AT UNFOP™EO S\JNFACES AND BOTTOMS IN CONTACT Wl'l'H EAFtTH OR CONCRETE WOFIK MATS ............................. 3" TOIi' OF' F'OOTINGS ............................................................ , .... SAME AS SLABS REl,NFORCED CONCRETE NOTES s .... ... • "' SH[ET 1 OF 3 6" WA TERSTOP AT ALL WATER BEARING WALLS & WHERE INOICA TEO ON THE DRAWINGS PLACE LA YER OF GROUT IMMEDIATELY BEFORE PLACEMENT OF WALL CONC (TYP) DOWELS (SAME SIZE AS VERTICAL BAR UNLESS OTHERWISE INDICATED ON THE DRAWINGS) SANDBLAST JOINT THOFtOUGHL Y BEFORE PLACING WALL CONCFtETE (TYP) •s• OR LESS 2" STARTER WALL (TYP) 4 . .. ■ ,d .• ' ' .. ' . . ' i, P' • ' ' V • ' d • ,.., 4 . ' 4 ,,.,, ,1..,. c.,___,._:i;:!s;.....,'.:::;:!!!!!:Eb.:.....,...:. ::::.• ......,......!J• d ' PLACE 2 BARS AS SHOWN AND ALIGN BEFORE PLACING DOWELS (TYP) V FOR VERT CONSTRUCTION JOINTS IN WALLS AND SLABS SEE(20\ HOOK BAA WHEAE INDICATED ON THE '& ~ DRAWINGS N9,TE: 1, "S" = BAR SPACING INDICATED ON THE DRAWINGS 24 WALL AND SLAB JOINTS TYP s WITH W,ATERSTOP E AEINF'ORCEMENT SHALL BE PLACE WITHIN A TO ERANCE OF :1:1/4" OF POSITION SPECIFIED. • COVER SHALL BE NOT LESS THAN 1 BAR DIAME OF OUTSIDE BAR. 8. KE AYS AND WATER STOP SHALL ENDI 3" BELOW TH~TOP OF' WALLS, U LESS THERE IS A SLAB ON TOP OF WHE WALL, IN ICH CASE IT SH LL ENO AT THE BOTTOM OF THE syAB. IN JOINT WHERE WA TERSTOP TE MINATES AT ADJOINING SLAB OR WALL, WATER STOP SHALL BE EM EDOED IN ADJOINING SLAB OR WAL~ A MINIMUM df' 6", 9. C NCRETE CURING SHALL BE IN ACCO~DANCE WITH ;1·.E CONTRACT D CUMENTS. WHERE WATER CURING ISi REQUIRED. MEfMBRANE CURING IS NOT ALLOWED, THE CONTRACTOR IS WARNED THA~ WATER CURING IS DIFFICULT AT TIMES DUE TO WINO A'i!iD DRY CONDI ONS, TO OF WALLS SHALL BE KEPT VISIBLY MOIST AT AL TIMES AND SHALL BE FLOODED NOT LESS THAN THREE Tl ES DAILY. TH CONTIRACTOR SHALL STUDY REOUl~Et.!ENTS ANO HALL F'URNISH A QUAlE SYSTEMS TO PROVIDE WATE!CURING WHE E REQUIRED. 10. W TERSTOP SHALL BE PLACED IN ALL ONSTRUCTION CONTIRACTION, AND EX ANSION 'JOINTS IN ALL WATERBEAl!tl![IG' SLABS AND WALLS UNLESS OT ERWISE INDICATED ON THE DRAWINqS, AND IN AL WALLS AND SLABS SU JECTED TO GROUNDWATER. WATERj,TOP IN THE WALLS SHALL BE C RIED INTO ·SLABS ANO SHALL BE SfLICED wiTH THII E WA TERSTOP IN TH SLABS, I 11. NO BACKFILL SHALL BE PLACED AGAINSjT WALLS UNTIL CONCRETE HAS RE CHED THE SPECIFIED STRENGTH AN[ll THE CONNEC NG SLABS AND BE MS HAVE BEEN CAST AND HAVE R!ACHED THE S ClflED STRENGTH. 12. L P SPLICES: • A, UNLESS. OTHERWISE INDICATED ON T E DRAWINGS, THE LENGTH OF THE LAP SPLICE SHALL BE CLASS -~• WHEN NO ORE THAN 1/2 THE BARS ARE LAP SPLICED WITHIN I THE TABULAT!D LENGTH AND CLASS "B" WHEN MORE THAN 1 /2 JHE BARS ARE LAP SPLICED WITHIN THE TABULATED LENGTH, B. VALUES TABULATED BELOW FOR SP ICES ARE APP ICABLE ONLY WHEN THE COVER IS EQUAL TO ONE BAR ~IAMETER OR MORE. C. WHEN MULTIPLE BARS ARE SPLICED IAT THE SAME I SECTION, THE CLEAR BAR SPACING IS THE MINIMUM CLEA~ DISTANCE BltTWEEN THE BARS OUTSIDE THE SPLICE LENGTH LESS 1NE BAR DIAM TER. D. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE BARS AT A LAP SPLICE SHALL BE IN CONTACT WITH EACH OTHER. E. FOLL9WING TABULATED VALUES ARE CALCULATED OR: Fy = 60,000 PSI F c = 3,500 PSI F. TOP BARS ARE ALL HORIZONTAL R£ NF'ORCEMENT O PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRE • IS CAST IN THE MEMBER BELOW THE BAR, 16 TYP REINFORCED C NCRETE NOTES s SHEET "X"/2 -•"-x•~-l-1-(TYP) (TYP) OF .:5 FOR RECTAN~LAR OPENINGS, ADD 4-#5 x 5·-0· DIAGONAL CORNER BARS FOR WA LS 10" THK OR LESS. IF TWO MA TS. LOCATE ON INSIDE OF' ONE MAT. F WALLS 12" THK OR CIRCULAR OR --- LARGER, ADD 4-#5 x 5' -0" DIAGONAL CO NER BARS FOR EACH MAT OF REINF RCING, RECTANG LAR ADD BARS ON EACH SIDE OF' OPENING (TYP) OPENING * + --L.L.1.. BARS AS INDICATED ON THE DRA'MNGS 0 I!! a. VJ ::, ct: ct: < Q:'. al ~ z -+11--14--+-+-lc-2" LR (TYP) 1--1--H-+-+---t++-oi--+-of--f--ADD BARS ON EACH SIDE OF OPENING (TYP) 1----1--+>-+---,f--l+---I--+---+-BARS AS INOICA TED ~--*~~~ ONM~~GS INTERRUP D t:!.QI~· BARS 1 ALL. MATCH 1/2 THE CROSS SECTI AL AREA OF THE INTERRUPTED ARS, 2. OVIDE STANDARD ACI HOOKS ON 8 RS IF STRAIG T EXTENSION, AST THE OPENING, CANNOT BE ACHl~VED. 3. ACE _ADD BARS IN SAME PLANES At INOICA TED R INFORCING. 4. ACE #5 DIAGONAL BARS UNDER IND CA TED REINF RCING. ' ' 5. LONGER OF OPENING DIMENSION ME.f,SUREO PERPE DICULAR TO ___ I DD BARS OR 4B BAR DIA MIN EXTEiSION,, • 25 ADDITIONAL REINFORCING A OPENINGS TYP s IN CONCRETE SLABS OR WALLS REINf'ORClNC. BM LAP $PUC£ BAR If MINIMUM CLEAR LAf> Sf'UCI 11.&NOnl (INCHES) BAR SPACING TOP lilldltS t)1iHER· BARS (BAR DIA) REQUIREMENT roR WALLS ANll SI.ABS • fj4 MORE Tl-i AN 2 fj5 MORE THAN 2 fJ6 MORE THAN 2 5 17 MORE THAN 2 5 (18 MORE THAN 2 5 19 MORE THAN 2 5 110 MORE THAN 2 5 MORE THAN 2 5 20 25 ll JO 44 36 58 46 73 59 94 75 115 92 26 32 39 75 60 95 76 122 98 12(1 SEAMS ANO OOL.IJIMNS •• fj4 MORE THAN 2 20 ! 26 15 MORE THAN 2 25 32 fl6 MOR£ THAN 2 ll fj7 MORE THAN 2 44 58 (18 MORE THAN 2 58 75 fj9 MORE THAN 2 7l 95 (JI 0 MORE THAN 2 122 #11 MORE THAN 2 115 150 15 25 23 34 21 71! 25 SCI 72 89 20 25 JJ JO 36 58 73 59 1115 20 25 33 44 58. 73 94 115 • FOR INNER LAYER OF REINFORCEMENT IIN WAL.LS ANiD SLABS, THE LAP SPLICE LENGTIH OF #9, fjlO, ANO #11 8111111'$-MAY BE REDUCED BY 25 PERCENT IF CLEAR SPACING IS THREE BAife DIA.METERS OR MORE. u TABULATED VAlUES ARE FOR BARS WllliH CLEAR SPACING OF MORE THAN TWO BAR DIAMETERS. THESE: VALUES M1AY BE REDUCED BY 25 PERCENT FOR /19, #10. 111 BARS IF THIE Cl.EAR SPACING IS THREE BAR DIAMETERS OR MORE. IF THE CLEAR SPACING IS LESS THAN OR EQUAL TO TWO BAR DIAMETERS, VALi.JES TA&ILATEO ABOVE SHALL BE INCREASED BY 50 PERCE:NT. 16 REINFORCED ONCRETE NIOTES s SHEET J OF 3 FOR JOINTS. SEE BELOW SEE DRAWINGS F'OR LOCATION OF REINFORCEMENT ' • • ' A ..;, ..... v NOMliNAI. l"x 2" KEYWAY CENTERED IN JOINTS . , . \ V 4 REINFORCEMENT CONTINUOUS THll!OUGH JOINT ,.,. NON-WATER BEARING WALL OR SLAB REINF'ORC[M[NT CONT--~ THROOIGH JOIN TS ' ~· . ! ft CONSTFIUCTION JOINT ' ~ ........ ....,, 1;2· \ -, .. -, ' 2 1 /2" .., -'-----+---'v"--------'"'4--- '' ~-KEY CENTERED IN SLAB OR WALL NON-WATER BEARING SLAB OR WALL 20 CONSTRUCTION JOINT s SHEET 1 OF 2 SEE OIIIAWINGS FOR -- LOCATION OF REINP'OAOIMENT -'-----1--,,--<.. • ' I. • ' 12· ' • I -.. ,i • I ... "F i • ' ... .. WATER .BEAftlNG SLAB LESS JlHAM Li" )NIQ( • --+ • ' - I- • ~ ' .., • I-p • ~ ;;"" . • • ~ ---"' 2 ¢_ CONSTRUCTl©N J0011'f ' -, ... • -4 ' -. ' ' 4 - p -' 1/4"';, I 1 1;2· A ' i!!Ellff'UQllillE!!II f ' ,I 4 . • ' .. -' ' ' ' ~.' I> .... 11" J. -' • ' ' ' • - ,-,3 3/4", I ,,,, OOlllll:T IN-CIM .-N'l't MIi£ ., ll,f 2•-,i,• Ml'lliC, ·lt!M 11111 .. liljlY I[ lljl-'ll'll LIIEU !II' !1111111 LMP. ... W.!liM'lliilP 31'1~1. • eu:.ANliiO 'IIMU\lli!OMI.Y l!ll!ri"l!ilW ~CING CONC1111E11E WATER BEAl~NG SI ,Y Oft WL NOTES; 1. SANDBLAST JOINT AND REINFO.RCEMENl ·1"-IOIII 1'0 ~AIQIINO 00NCRl:11[ 1111,R NEXT SLAB OR WALL 2. FOR WALLS, FORM ALL JOINT EDGES AT 1/4" CHAMl'lfi:!111. J, FOR SLABS, EDGE TOP OF EXl"OSEO SLI\B JOINT [11),QES AT I /4" RA'i!IIUIS. 4. FOR UNDERSIDE OF EXPOSED SLABS, F"CIRM JOINT Ell)Q[S Af 1/4" OM4'111'!£11!, 20 SHE:E T 2 OF 2' MASONRY WALL WHERE OCCURS ~ 'lo 1[ 1/8" 8ULCHEM #116 POL '\"VRETH.ANE SIEALiltN T OVER SYN 'l'HE TIC SPONG£ RUl!ll!IER F'ILLl!:N TYP BONDING CAILES -------~ CONNECTED TO PIP[@ 3/4" CHAMFER 'i .. -JV ' ' .. " ~ I> . . V . • ' -' 17 ' ,,. ' ' - ' ..., 0 ~ ' ,, \· ,,. ,, I I ' <-«<«"«<'0<'" /'\ :(*"·;< , .. :"' / ,)-Y/W' / ,.,y. " STOP AL TERNA TE BARS O JOINT HOOK_L---ft-17 DO 16' WEL • 115· • 4'-0~ a. ,,.. ' VJ • CON TRQL JOINT a. SEALANT &: FILLER /7 ~ t. ' -' ' . 1 1 /2" CLEAR FOR (JS ANO SMALLER BAR. 2" CLEAR F'OR fl6 ANO LARGER ,BAR. HOOK NOTE: X HOOK ' ~ t . ' ' ' ' ' ' . 1. ALL HOOKS SHALL BE ACI sro 90 DEGREE HOOKS, -c ..J ALTERNATE DIRECTION OF HOOKS I I <«*"«<'0<'" /'\ 1/*~.,, 7,)->>w" 7,.,y. EXPANSION JOINT CONSTRUCTION JOINT NOTES: 1/4" PREFORMED EXPANSION JOINT MATERIAL "" SEALANT &: FILLER 2x3 KEY 1. PROVIDE EXPANSION JOINT O 45'0C MAX EW 2. PROVIDE CONSTRUCTION OR CONTROL JOINT O ,s·oc M.AX EW 26. REINFORCEMEiNT AT CORNERS 27. JOINTS IN REINFORCED TYP CONCRETE PAVEMENTS TYP AND JUNCTIONS JOHN CAROLLO •N1GINEERS Flt-lRNIX, AZ • WALNUT CREEK, CA SI.H·1A ANA, CA • S4CRAl.1[NTO, CA SJd,I, SEliltlAROIND, CA • TIJCSON, AZ <MN. Olt'.GO, CA , BAKERSFlELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION NOTES· PER TYPICAL DETAIL 9. 60 T-5 2-IJ.2 AWG COPPER--~ BONDING CABLES P[R PIPE JOINT OF SUF'FICM!:N T LENGTH TO _MAINTAIN SL.I\CK AFTER INSTALLATION. (TYP) BELL AND SP1IGOT RYllll'.!B CAM![! ,IQJ{lf T BONDING CABLES ---- CONNECTED TO l"IPE@ PER TYPICAL DETAIL 1160 T-5 2-12 ,o\WG COPPER--~ BONDING CAIILES I"~ PMPE JOINT OF" SUF'F'ICl1EN T LENGTH TO M.I\INf.l\lN $LACK AFTER INST ALLA l'ION. (TYP) RESTRAINED JOINT 08 EQUO(N P:NI 1. TWO BONDING CABLES REQUIRED FOR EACH Pll"E JOINT. CABLES TO BE INSTALLED SEPARATELY, APPROX 6" All'All!T ON Pll"E, 2. IF TEST CABLES REQUIRED. INSTALL IN SAM1E MANNER AS BONDING C.tilll.ES. 959. BONDING OF PIPE JOl:NTS AND FITTINGS TYP 1 OF" 2 C-2961-8 APPROVED 16TH STREET PUMP STATION RECTOR 38799 R.C.E. NO . ...c· =-cc..=..... TYPICAL DETAILS ,S'~jl,: ,/-,/•• DATE -~l~-~~J~-'1~<; __ _ APP'D DESIGNED JCE DRAWN JAP CITY OF Nl!WPORT BIACH W-5231-S T-1 r!7,~ •1-' .. ; ' ' ~ : I' ' ·1 . • ,_ r -I ' I 11 ' l ! ! ~ I I I , I i ' i I I I ' I I \ ( , I I • ' , 'I ii I REVISIONS CHECKED JCE DATE 1 95 UTILITIES DEPARTMENT SHEET PSN OF PS82 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23. 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 14:44:55 DWG NAME:: H:\NP _BE'AOH\38,94A\SJNPB001.DWG XREFS; SGNPB001.dwg I • 0 ~ I !" ~ 2l !~- □ ' -" n > ,; D z !" 0 '"I\ 6" "' - I >-"' z "' _, "' 0 ::::; a. {fl a. < _, I >-"' z w _J w u ::J a. V) a. < _J HOOKS (TYP) -HOOKS 2" \ CLEAR (TYP) OPENING STD ACI 90' JAMB OF V// / / / / / / / / , , , / / / / / / I/ . -1/ . . . r . . I/ p ' I/~ I/ / / / / , / / -/ / ,, / / / , ; '-NOTCH BLOC; SJ EDGE OF__j Cll/ I/ w / G:/ , I I/ u OPENING w a. BOND BEAM I/ Vl I/ / V) / . / < I/' I/ I/ ~ := ~? /t-- ;:,// / I-/ CORNER V , , V • V . I/ I/ ,, I/ / Cl t,- w l/ v ~ V . • l/ u w a. V / VJ / V) < / V / I/ "\"l/ '\ CORNER BLOCK _j / I/ . NOTCH BLOCK I/ BOND BEAM BLOCK / / / / · SEE DRAWINGS FOR TYP WALL REINF BAR / ,· SIZE AND SPACING. . / / " CENTER REINF '\ INTERSECTION © SINGLE BAR BOND BEAM IN WALL. (TYP) rSTD ACI 90' 2" CLEAR HOOK (TYP) - (TYP) , / / / / / / . ' -. . -. / / , , , CC' 77 I -; NOTCH BLOCK I, / I; / BONO BEAM -/ BLOCK I, / NOTCH BLOCK __J ' . . , BONO BEAM BLOCK SEE DRAWINGS FOR TYP WALL REINF BAR SIZE AND SPACING. (TYP) , / ' / , /~ _/, '----k / ~/ I/ '\ INTERSECTION BAR IN EACH OF FIRST TWO CELLS AT JAMB OF OPENINGS. BAR SI ZE SAME AS TYPICAL REINF BARS. JAMB OF OPENING / / / / / . . I/ . r=-, I/ / / ,, / / ,, EDGE OF~ OPENING BAR IN EACH OF FIRST TWO CELLS AT JAMB OF OPENINGS. BAR SI ZE SAME AS TYPICAL REINF BARS. ® DOUBLE BAR BOND BEAM 71 REINFORCING AT MASONRY BOND BEAM TYP s ? I I - NOTES: BOND BEAM. SEE DRAWINGS FOR 175\UNTEL REINF BAR SIZE AND SPACING. , I ~(TYP) / MASONRY BLOCK --, ,_{ J 2-1/5 BELOW'>\ OPENING (TYP) ~ - - 2# 7 (TYP) 3~ -2., (TYP) A DOWELS IN FOOTING @ ALL VERTICAL BARS SECTION A -A /A WALL. SEE PL "" 1. ACI STANDARD 90' HOOK ON HORIZONTAL BARS AT OPENINGS. 78. REINFORCED MASONRY WALL TYP ANS RAKE MORTAR FROM JOINT 1/2" AT CONTROL JOINT AND CAULK PER ffi • 11 I' 11 I CONTINUOUS HORIZ REINF BARS IN GROUTED BOND BEAM #5 MIN. SEE DRAWINGS FOR BAR SIZE AND SPACING. SECTION AT BOND BEAM INSTALL @ 24' -0" UNLESS ~ WISE INDICATED ON DRAWINGS ~ ~ ONTROL JOINT FILLER ,,.-,,--...,-~s--s:-c-....,---"' #5 MIN. SEE DRAWINGS FOR BAR SIZE AND SPACING. SECTION ABOVE OR BELOW BOND BEAM CONTROL JOINT FILLER ----CAULK W/SYNTHETIC RUBBER ffi DETAIL ON EXPOSED WALLS AFTER THOROUGH CLEANING. CAULKING SHALL MATCH MASONRY COLOR OR COATING COLOR. 72 MASONRY CONTROL JOINT TYP s REINFORCING TO BE THE SAME SIZE, SPACING, ANO NUMBER OF BARS AS FOOTING REINFORCING BARS TO MATCH TOP STEEL IN FOOTING WHERE TOP STEEL IS INOICA TED ON THE PLANS p NOTES: -..1---.i---6" MIN 1. "T" = FOOTING THICKNESS 30 BAR DIA OR 12" MIN LAP (TYP) 2" CLR 3" CLR "S" (1'-6" MAX) 2 SEE FOUNDATION PLANS FOR SECTIONS ANO DETAILS. ® STEPPED FOOTING T 1' -4" MIN BEARING. 2-3/16" THICK x 6 5/8" x LENGTH REQD PVC PL BEARING PADS. CAULK 3 SIDES W/ SYNTHETIC RUBBER. LINTEL OVER DOOR OR WINDOW. SEE ffi'j. w 2-1/4 H2E IN BOND BEAM SEE NOTE 2 . NOTES: 1---t I CONTROL JOINT FULL HEIGHT ABOVE BEARING PADS, EXCEPT AT BOND BEAM. SEE@. w -1---·17 I -t--' BOND BEAM BLOCK SEE NOTE 2. 1. ALL BLOCKS BELOW LINTEL BEARING PADS SHALL BE GROUTED SOLID FULL HEIGHT. PROVIDE SMOOTH BEARING SURFACE UNDER PADS. 2·-0· 2. THE BAR SIZE SHALL BE NUMBER 5 MINIMUM, BUT NOT SMALLER THAN THE TYPICAL VERTICAL WALL REINFORCING BARS. 73 CONTROL JOINT AT LINTEL TYP CMU WALL SEE PLAN ---lLJ--'--cl4-j~ VERT REINF IN MASONRY SEE DRAWINGS FOR BAR SIZE AND SPACING DOWELS TO MATCH VERT REINF IN MASONRY 1 r-o· #4 @ 16" = • 0 I "' SEE PLAN z ::ii *; 0 I N • • • <D I . - •• • • • • • • • • • • • • • • • 2'-6" 6" ( TYP) --1---J------=----=--~~ EXTERIOR FOUNDATION CMU WALL SEE PLAN ~~~I-- SEE PLAN • ,. • • ALTERNATE DIRECTION OF HOOK 3-#5 T&B #5 @ 12· VERT REINF IN MASONRY. SEE DRAWINGS FOR BAR SIZE AND SPACING. f/5@12"EF DOWELS TO MATCH VERT REINF IN MASONRY • TYPICAL WALL REINF BARS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. SEE DRAWINGS FOR BAR SIZE ANO SPACING. "' _J 0 LINTEL REINF SCHEDULE CLEAR OPENING REINF 0'-0" -8'-0" 2-#5 8' - 1 • -12' -0" 2-/j6 12·-o· -19'-o" 2-#7 SEE SCHEDULE. EXTEND REINF BARS & BONO BEAM 3'-2" EACH SIDE OF OPENING. AT CORNERS PROVIDE 90' BENO W/TOTAL Et.lBEDMENT OF 3'-2". 180' STD ACI HOOK. HOOK SHOWN ROTATED 90' OUT OF POSITION FOR CLARITY. PLACE HOOK IN PLANE OF WALL. 75. LINTEL AT WALL OPENINGS TYP IN MASONRY WALLS END WELD-~ EDGE WELD INTERMEDIATE WELD W-BEAM W/ BENT PL (W/ OPEN WEB JOISTS) OR W-BEAM OR LEDGER ANGLE SUPPORT PERPENDICULAR TO DECK SPAN GA; 18 MIN S= .349 IN3/FT MIN I= .. 338 ll'f /FT SEAM WELD LEDGER ANGLE CMU OR CONC WALL OPEN WEB JOIST OR W-BEAM SUPPORT PARALLEL TO DECK SPAN 6" MIN GROUT ALL AROUND ANCHOR BOLT ;t;:;:::===== OPENING DIAMETER = "o" + 3" ~-ANCHOR BOLT. SEE DRAWINGS FOR SIZE AND LOCATION. ✓i---MASONRY WALL NOTES: 1. SET ANCHOR BOLTS WITH TEMPLATE. 2. CUT BLOCK WEB AS REQUIRED TO ALLOW PLACEMENT OF ANCHOR BOLT WITH 1/2" MINIMUM OF GROUT BETWEEN ANCHOR BOLT ANO BLOCK. 76. ANCHOR SOL TS IN MASONRY TYP CABLE CONNECTION TO PIPE ANO COUPLING PARTS PER TYPICAL DETAIL~ ~ 1/2 AWG STRANDED COPPER BONDING CABLES WITH HMWPE INSULATION OF SUFFICIENT LENGTIH TO MAINTAIN SLACK AFTER INSTALLATION. REQUIRED AT 3 PLACES. FLEXIBLE COUPLING OR EXPANSION JOINT z #4x4' -o" @ 16" :::. ~---4+-+L--~ AL TERNA TE DIRECTION OF HOOK 3-#5 T&B REMARKS *· 0 I . N • <D I . --, • • • 6" (TYP)--,1----1-~-2=-•--c...6"--~ IN TERI OR FOUNDATION END WELD -115 @ 12" 4-1/2" EFFECTIVE DIA PUDDLE WELDS PER 24" UNIT * UNO ON PLANS 86. MASONRY WALL FOUNDATION 99; TYP \.. TYP JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO. CA • nJCSON, AZ SAN DIEGO. CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA INTERMEDIATE EDGE SEAM WELD WELD WELD 4-1/2" EFF"ECTIVE 1 /2" EFFECTIVE 1 1/2" LONG DIA PUDDLE WELDS DIA PUDDLE FILLET WELDS PER 24" UNIT WELDS @ 24"0C @ 24"0C METAL DECK DETAIL DATE BY DESCRIPTION REVISIONS 959. TYP APPROVED DATE APP'D DESIGNED JCE CHECKED JCE NOTE: I. IF TEST CABLES REQUIRED, INSTALL IN SAME t.lANNER AS BONDING CABLES. BONDING OF PIPE JOINTS AND FITTINGS DRAWN JAP DATE 1 95 2 OF 2 C-2961-B 16TH STREET PUMP STATION TYPICAL DETAILS CITY OF tEWPORT BEACH W-5231-S T-2 UTILITIES DEPARTMENT SHEET PS54 OF PS&2 DWG LAST EDITED BY: JAP USER LOGIN TIME, JANUARY 24, 1995 2A8 PM OWG LAST EDITED ON: 01 /24/95 16,01 ,37 OWG NAME· H\NP _BEACH\3894A\STNPB002.DWG XREFS: SGNPBOOl.dwg I I I I m " □ ·, "' ► " • ~ z m (1 p C: ~ 0 ~ z ;; 3 1 /2" ~f-------lk-- MASONRY OR CONCRETE WALL W12 I +1 I 4-3/4"0 ALL THREAD RODS THRU CMU WALL 4 ' p ___::_ _ _A_ --- 4 p --- p 4 p p 3-3/4"0 A 325 BOLTS (TYP) ,l-----/.----1----+ I 1 / 4" f-----J. __ _j_l 1 / 4" I I $ 7" I --+--+1 1/4" W12 2-L 3 1/2 X 4 x 5/16 (TYP) 100. BEAMS TO MASONRY WALL CONNECTION TYP ffi+-i • • L 100 KEY FOR GROUT IN POCKET~-i-----..J PLAN POCKET TACK WELD BAR + + CMU WALL 1/4 1 1/2" ( TYP ) ~---+--1 1 / 2 " 1/4 (TYP) + + II 11 II II J l BASE PL FOR NARROW FLANGE BEAMS 3/4" x 1'-o" LG SMOOTH BAR 13/16"0 HOLE FOR LEDGER 3/4"0 BAR ANGLE LEVELING NUTS FILL POCKET W/ GROUT AFTER BEAM IS PLACED 3" 1 1 /2" ± NON-SHRINK GROUT --1----~,~----+-·· 4-#5 EF CMU WALL PL 1/2" x 8" x 1'-0" LG W/ 2-5/8"0 AB WITH 1'-0" EMBEDMENT SECTION SECTION 11 O. CONCRETE MASONRY WALL POCKET TYP INTERMEDIATE WELD 1 /2"x6" CONT PL SLOPE TO MATCH ROOF SLOPE METAL DECK 1 1 /2" GROUT MASONRY OR CONCRETE WALL---r 4 3 1/2" 2- 3- 3/4"0 A 325 BOLTS FOR W8 3/4"0 A 325 BOLTS FOR W12 p ~ -A 1 1/4" 1/4" CMU WALL END WELD , METAL DECK BOND BEAM @ ROOF LEVEL ~ p 1-#5 CHORD CMU PARAPET 13/16"0 HOLE FOR 3/4"<t BAR FILL POCKET W/ GROUT AFTER BEAM IS PLACED 3/4"0 x 1'-0" LONG SMOOTH BAR CMU PARAPET----,:,.~--1-~:c-----+-~ LEDGER ANGLE~ + 2-#5 CONT •• /14 X 2' -0" 4 3/4"0 AB O 2'-0"0C 2" CLR ~'-'--3" p CMU WALL ~ , 3/4"11> AB @ 2'-0" W/ 1 '-0" EMBEDMENT MAX 3" FROM PL ENDS RIBS PERPENDICULAR TO WALL EDGE WELD PL 1/2"x6" CONT SLOPE TO MATCH ROOF SLOPE --~ 2-f/5 CONT CMU WALL 4 , METAL ROOF DECK 1 1/2" GROUT 3/4"0 AB @ 2'-o"oc W/ 1'-0" EMBEDMENT MAX 3" FROM PL ENDS PROJECTION TO CLEAR TOP OF DECK RIBS PARALLEL TO WALL ® ROOF DECK ON INTERIOR WALLS TYP CMU WALL 6-7/8"0 AB W/8" EMBEDMENT--~ •• , 3 1 /2" • , 11 3-3 / 4" 0 A325 BOLTS 'p , p :+ L --fc:=========I ,,. W12 2-L 5 x 3 1 /2 x 1 /2 f/4 x 4' -0" (TYP) f/4 X 4'-0" 4-3/4"0 AB W/ 8" EMBEDMENT ~ '-?' ~ p p ------- 1 1/2"~1----.-© SECTION IA\ le_) 1 1 /2" \ (TYP) '\ + + ' + + " ®SECTION 7" 1 1 /4" W12 OR W8 SEE PLANS ~-2-L 3 1/2 x 4 x 5/16 \ - ~ " '\ @ EA BOLT p 4 LEDGER ANGLE, L4 x 4 x 3/8 INSTALL TO MATCH ROOF SLOPE. SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS. RIBS PERPENDICULAR TO WALL CMU WALL 1-#5 CHORD -<- #4 X 2' -0" @ EA BOLT ------hl-'-4__J EDGE WELD METAL DECK -3/4"0 AB @ 2'-0"0C LEDGER ANGLE, L4 x 4 x 3/8 INSTALL TO MATCH ROOF SLOPE. SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS. RIBS PARALLEL TO WALL 2" 2" 2" 103. BEAM TO MASONRY WALL CONNECTION 104. ROOF DECK TO WALL CONNECTION TYP "-(.') oz r >" ti:;:_ 3/16 3-12 ~ (.') 3/16 3-12 AL TERNA TE DETAIL NOTES: 1 4 1/4 2" MIN 1 /4" MAX 1 1 /4" MIN 2"' MAX p 1. FOR GRATING SEE SPECIFICATIONS. ANGLE 4 d ' ' p p 4 1/2"0 ROD ANCHOR @ 2' -0" OC MAX AND NOT LESS THAN TWO PER SIDE 2"L__j2" 6" NAIL @ 2' -0" OC CUT OFF AND GRIND SMOOTH AFTER FORM REMOVAL 2. REBATE ANGLE TO BE CONTINUOUS AROUND ENTIRE OPENING 3. ANGLE AND BEARING PLATE SHALL BE 1/4" MIN THICK. 4. GALVANIZE AFTER FABRICATION TYP FORMS-~ 1 4 1/4 2" MIN 1 1 /4" MIN 2" MAX ALUM ANGLE OR ALUM EXTRUSION p p • u.. (.') oz r >" ti:C:: 3/16 3-12 ~'-' 3/16 3-12 p -p ' , 4 ALTERNATE DETAIL NOTES: 1/4" MAX 1. FOR GRATING SEE SPECIFICATIONS. p p 4 4 1/2"0 ALUM ROD ANCHOR @ 2•-0• OC MAX AND NOT LESS THAN TWO PER SIDE 2"L__j2" 6" ALUM NAIL @ 2'-0" OC CUT OFF AND GRIND SMOOTH AFTER FORM REMOVAL 2. REBATE ANGLE TO BE CONTINUOUS AROUND ENTIRE OPENING. 3. ALUM ANGLE AND BEARING PLATE SHALL BE 1/4" MIN THICK. 4. REBA TE MAY BE EXTRUDED, SUBJECT TO ENGINEER'S APPROVAL. 5. COAT ALL ALUMINUM IN CONTACT WITH CONCRETE PER SPECIFICATIONS. 111. BEAM TO MASONRY WALL CONNECTION TYP 119. STEEL GRATING REBATE TYP 120. ALUMINUM GRATING REBATE TYP JOHN CAROLLO ENGINEERS 1--'HOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARQINU, CA • TUCSON, AZ SAN DIEGO, CA . BAl<ERSFlELD, CA \'1$ALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS _fni.J,511. .,.,,.,5 APP'D 1/8 11 11 W BEAM__,/ W BEAM I I I I CMU PILASTER I I I I 11 1 1 /2"± I I I I NON-SHRINK d ll::::, GROUT 3-#3 TIES FOR REINF SEE G~? ®SECTION 1" KEY FOR GROUT IN POCKET-~ L CMU WALL--- CMU WALL LEVELING NUTS PLAN PL 3/4" x 10· x 1·-0· LONG W/ 2-3/4"iJ AB W/ 1·-0" EMBEDMENT----' ®SECTION W BEAM OPEN CMU PILASTER 109. CONCRETE MASONRY WALL TYP POCKET @ PILASTER 1 /8" 1 3/8" ST STL BAR 1/2"x"f' 3/B"<t x"T"+ 1/4" LONG TYPE 304 ST STL FLATHEAD COUNTERSUNK MACHINE SCREWS, 1-6 ONE EACH CORNER, & 1 '-6" QC MAX =t "T" " 4 • 1/4 4 1/4 p ., p 1 /2" ST STL TREAD ' ' p PLATE SEE PLAN ' p 4 ., 4 ' p ST STL L 2 x 2 x 1/4 p 4 ' ' 4 3/8"~ ST STL ROD ANCHORS 4 -?·• ' p @ 1'-6" QC MAX AND MIN p ' , 2 PER SIDE 4 d p p ., SECTION -REBA TE 125. STAINLESS STEEL TREAD PLATE TYP C-2961-B APPROVED 16TH STREET PUMP STATION UTI ITI TYPICAL DETAILS DATE '-2]-,, DESIGNED DRAWN JCE JAP CITY OF NEWPORT BEACH W-5231-S T-3 CHECKED DATE JCE 1 95 UTILITIES DEPARTt.AENT SHEET PS55 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 20, 1995 7:57 AM OWG LAST EDITED ON: 01/20/95 11:20:38 0WG NAME: H:\NP_BEAGH\J894A\STNPB003.DWG XREFS: SGNPB001'.dwg I u ~ I D r D C, D D u r' D ~ 0 z n "' z rn " ► C ~ D D z ► l --t-<--1 /8" MAX GRATING p p COAT ALUM IN CONTACT W/ CONC PER SPECS 3" 1 3/4" p d L 3 x 2 x 1 / 4 J~p-' ~,~' ----'r-' -+-- OR AS INDICATED 5/8"0 ST STL ON PLANS CA @ 2' -0" NOTE: UNLESS OTHERWISE SHOWN ON THE PLANS, ANGLE SHALL BE ALUMINUM FOR ALUMINUM GRATING, TYPE 304 OR 316 ST STL FOR FRP GRATING. . .. :::;; <( w (D 3c 121 GRATING SEAT TYP s w ROOF BEAMS • I · ROOF TRUSSES 12' -0" MAX SEE NOTE 1 --------------- I I I \ I I >---I I -(/) ~ I \/ I w i5 >---, 0 0 z I I z (D I OPENING I w w /\ w ,: w w (/) I I (/) z I I w 0.. I I \ I 0 I --------- '-..... /sEE NOTE 1 ©PLAN OPENING 1· ·1 ... I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I >< <( :::;; ~ I "' B 2-3/4"0 A 325 BOLTS -STEEL ROOF DECK +1 ---+i W ROOF-----ff BEAM 1/4 ::i---L3 x 3 x 1/4 NOTE: 1/4 (l)SECTION I:-OPEN WEB JOIST 1. SEE ROOF FRAIAING PLAN FOR CHANNEL SIZE. 142. FRAMED ROOF OPENING ASSEMBLY TYP TOP OF BEAMS SHALL BE FLUSH UNLESS OTHERWISE INDICATED ON THE FRAMING PLAN, COPE TOP AND 2 -L6 X 3 1/2 X 5/16 X 3" ~ N W5. W6. BOTTOM FLANGE AS REQUIRED. -....., -....., C5, C6, OR C7 +-+-+---+ --¢_ OF BEAM 3/4"111 A 325---:B:-:OL~Ts:--'---!'.Lt:::=i===i==+==::±===,;=======i 2 1 / 4 "--of11------t-~ ~1------+-o-+-2 1 /2" ~1--1,--1 1/4" ==21== BEAM 133 DOUBLE ANGLE TYP BOLTED CONNECTION BEAM 1 ,,,..,---FACE OF ADJACENT WALL V WHERE OCCURS 12" CLR. MIN. COUNTER\ FLASHING \ r SPRING LATCH INSULATION 2' -6"'x 3' -6" -+~ PREFABRICATED '-ROOF HATCH . X • <( u:, :::;; ROOFING SYSTEM AS SPECIFIED ISOLA TE ALUM -Hlii'~--, ' N IN CONTACT WITH STEEL WITH 1 /8" NEOPRENE I''-SHEET 3" CANT STRIP (TYP ALL AROUND) LADDER SIM. [:I --++--+-'L I -+--r·~,: ---r.l...1 5/8"0 ST STL BOLT (TYP) SELF TAPPING SCREWS (TYP ALL AROUND) FRAMED OPENING WITH INSERT & WITHOUT CURB 7 I I ~--------.-+-...I WALL ANCHOR STRAP ~-SPRING LOADED TELESCOPING LADDER SAFETY POST. BILCO MODEL 1 LADDERUP. OR EQUAL. 14 7. ROOF HATCH WI TH LADDER TYP 1 1 /2"--i----t-- ( TYP) SINGLE-PLATE -~ ' N . -...... N 3/4"0 A 325 BOLTS (TYP) j----ft;-+ I >-- 0.. w 0 :::;; <( w (D --TOP OF BEAMS SHALL BE FLUSH UNLESS OTHERWISE INDICATED ON THE FRAMING PLANS, COPE THE TOP AND BOTTOM FLANGES AS REQUIRED. "x" "X" BEAIA -+-+--1 + + + SEAL WELD; TYP SINGLE-PLATE BEAM--~ 4 1/2" (TYP) COLUMN BEAM DEPTH NUMBER OF BOLTS PLATE THICKNESS FILLET WELD (INCHES) PER PLATE (INCHES) SIZE "X" (INCHES) 8-10 2 1/4 3/16 12-16 3 1/4 3/16 18-21 4 3/8 5/16 24-30 6 3/8 5/16 NOTE: 1, SCHEDULE APPLIES TO ALL BEAMS UNLESS NUMBER OF BOLTS PER LEG IS OTHERWISE INDICATED ON THE FRAMING PLAN BY O . 134 SINGLE-PLATE SHEAR CONNECTION TYP ~---SPRING LOADED TELESCOPING LADDER SAFETY POST. BILCO IAODEL 1 LADDERUP OR EQUAL ~--LANDING SURFACE SEE HATCH DETAIL FOR CONFIGURATION ~--1 1 /2" CLR TO UNDERSIDE OF HATCH WHERE OCCURS TYP 1/4" 2" 1/4" 2· 1 /2"R (TYP) ' >< u:, <( >< <( ::. (.) 0 ' N -I- <( (/) <:> z ::, fr'. ' 0 I . - :::;; I I-<:> z w _J ~ (/) w u <( 0.. (/) ~ _J (/) <( !!,/ ::, fr'. 0 <( w> 18" NOTE: w 0 <( >< 0.. (/) <( ::;; 0.. <( fr'. u I-0 (/) fr'. 0 0 I I u:, 0 z I-<( <( 3/8"x3" ANCHOR STRAP p ~ 8" , r • , ~ I---'----' , LANDING SURFACE 5" MIN .,,....-1" SQ SOLID RUNG WITH TREAD ON TOP SURFACE EXTEND HALFWAY THROUGH· STRING 8c PLUG WELD (TYP) 3/8"x3" BAR-SIDE RAIL 3/8" x 3" ANCHOR • STRAP. WELD TO LADDER & FAS TEN TO WALL WI TH 5/8" DIA ST STL BOLTS " IN FLUSH SHELL WITH NEOPRENE WASHER 8c SLEEVE. 1. ALL LADDER MATERIALS SHALL BE STAINLESS STEEL TYPE 316L, WELD ELECTRODES SHALL BE TYPE 347 2. INSTALL FALL PREVENTION SYSTEM OR SAFETY CAGE WHERE HEIGHT OF LADDER EXCEEDS 20' -0'" 3. MIMIMUM CLEARANCE TO ANY OBSTRUCTION ADJACENT TO LADDER 2' -6'" AT CLIMBING SIDE (2' -3" AT SMOOTH WALL.) 1'-3" EACH SIDE AT SIDES OF LADDER 168. STAINLESS STEEL LADDER TYP >< <( ::;; u 0 N -@) (/) 0 z ::, a:: >< <( ::; ' N - 3/4"0 A 325 BOLTS C8 .~ (/) w u <( 0.. (/) _J <( ::, 0 w I I- ~ 4" ' ~ {,': >--~ , z - ® SECTION 17, .. ,. ,;, +---+---./ .---------+----+---+-+ ,,.., ~-----+--------+-+ +-+-----1 1 / 4 • ® SECTION 135 BOLTED CONNECTION TYP s GUARDRAIL & GA TE PER DRAWINGS 2' -0" FLATTEN PIPE & GRIND SMOOTH AFTER WELDING TYP (TYP} 1/4 1/2" RADIUS -- ' ... TOP RUNG AT ---------...... LANDING LEVEL r • 1/4~ ( 11 =~~~r:-~ -1 /4 V TYP IF • ::;; 18" ~ 0 -ALUIA 3/8" x 3" ANCHOR g o STRAP. WELD TO LADDER Vl b & FASTEN TO WALL W/ + I 5/8"0 ST STL BOLT IN 8" <D I "' p ' , 4 ALUM BAR 1/2 X 4 SIDE RAILS g; _, ST STL FLUSH SHELL ::==::;:===:: Q @ ANCHOR INTO GROUTED ~--.-~-z w CELL AT MASONRY • <( ';i CONSTRUCTION. t !); ALUM 1" SQ SOLID --~ r- m--------i-RUNG W/ TREAD ON TOP Lf- 1 WAY THROUGH RAILS AND lF===~ ,.,. SURFACE, EXTEND HALF r :,... PLUG WELD. (TYP) ROUND ALL CORNERS SIAOOTH TO 1/8" RADIUS 4 p MAKE ANCHOR STRAP CONTINUOUS WHERE LADDER IS MOUNTED TO END OF WALL p ELEVATION 1" NON-SHRINK GROUT FASTEN TO FLOOR W/ 5/8"0 ST STL CONC ANCHOR ,,. ® SECTION NOTES: 1. INSTALL FALL PREVENTION SYSTEM, OR SAFETY CAGE, WHERE HEIGHT OF LADDER EXCEEDS 20'-0", SEE TYPICAL DETAIL 170. 2. MINIMUM CLEARANCE TO ANY OBSTRUCTION ADJACENT TO LADDER: 2'-6" AT CLIMBING SIDE {2'-3" AT SMOOTH WALL) AND 1'-3" EACH SIDE OF CENTER LINE, AT SIDES OF LADDER. 3, COAT ALL ALUM SURFACES IN CONTACT WITH CONCRETE OR MASONRY, IN ACCORDANCE WITH THE SPECIFICATIONS. 4. WHERE GUARDRAIL IS STAINLESS STEEL, BOLT PIPE TO RAIL W/ 2-1 /2"0 STAINLESS STEEL BOLTS. 169 ALUMINUM LADDER s FASTENED TO WALL JOHN CAROLLO ENGINEERS X <( ::; u 0 ' N @ (/) ~ z ::, fr'. N (/) w u <( 0.. {/) ---' <( ::, a w I >--~ 4" - I I I I I I I I I I I I I I I I I I I I I I 141 TYP r1/4V ,TYP l --"' I '-..i_ 18" '' . ~-1-l~ ----, / ROUND SQUARE OR RECTANGULAR OPENING IN STEEL DECK WITH 12" DIAMETER MAX OR LONGER SIDE 12" MAX, STEEL DECK I I I I I I I I I I I I I I I I I r--,.,,_.c-':a I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TWO TACKWELDS EA SIDE OF RIBS I I I I I I I I I I I I I I I I I I I I ONE PIECE 18 GAGE FLAT METAL REINF AROUND OPENING PLACED ON TOP OF DECK THEN TACKWELD TO UNINTERRUPTED AND INTERRUPTED RIBS COVER A MINIMUM OF TWO UNINTERRUPTED RIBS STEEL DECK ROOF OPENING • ' ... R s X --<( vi ::; SEMI-CIRCULAR ALUM PIPE RAIL FLATTEN PIPE & GRIND SMOOTH AFTER WELDING {TYP} 1/2" RADIUS TOP RUNG AT LANDING LEVEL ALUM BAR 1/2 x 4 SIDE RAILS----~ OUND ALL CORNERS MOOTH TO 1/8" RADIUS 1/4('\ ( TYP 1/4P 0.. u-ALUM 3 /8" x ,3" ANCHOR STRAP. WELD TO LADDER 8c FASTEN TO WALL W/ 5/8"0 ST STL SOLT IN <( fr'. I- (/) fr'. 0 I 0 z <( 0 ' 0 I u:, 0 w u <( 0.. (/) ST STL FLUSH SHELL ANCHOR INTO GROUTED CELL AT MASONRY CONSTRUCTION. 8" / / / ' u:, I .,., STEEL DECK - ALUM 1" SQ SOLID --~ r RUNG W/ TREAD ON TOP L SURFACE. EXTEND HALF ' ' ... '°'. I - \__ STEEL DECK ELEVATION NOTE: '>- WAY THROUGH RAILS AND PLUG WELD. (TYP) MAKE ANCHOR STRAP CONTINUOUS WHERE LADDER IS MOUNTED TO END OF WALL SECTION 1, COAT ALL ALUM SURFACES IN CONTACT WITH CONCRETE OR MASONRY, IN ACCORDANCE WITH THE SPECIFICATIONS. 170. ALUMINUM LADDER FASTENED TO WALL TYP C-2961-8 APPROVED 1 6TH STREET PUMP STATION 38799 DATE I -'2.l -~5 TYPICAL DETAILS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA. CA • SACRAMENTO. CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO. CA , BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION APP'D DESIG~ti DRAW~AP CITY OF NEWPORT BEACH w-5231-S T-._ REVISIONS CHECKED DATE JCE 1 95 UTILITIES DEPARTMENT SHEET PS56 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 19, 1995 8:08 AM DWG LAST EDITED ON: 01/19/95 14:34:41 DWG NAME: H\NP _8EACH\3894A\STNPB004 OWG XREFS: SGNPB00 1.dwg I ~ @ ~ " z m t 2l D z ►~-- I) C: 2l D z ►~-- ¼ z I 0 r 0 iil B j} :0 □ ~ m O D D ~ ~ z Ji 3" CLR (TYP ALL AROUND) 6" MIN (TYP ALL AROUND) WIDTH OF TRENCH 4 ' ' 4 d 4-#4 CONTINUOUS FOR PIPE 36" ID & SMALLER. 4-#6 CONTINUOUS FOR RIPE LARGER THAN 36" ID. ,-.-,,-----#4 @ 2' -0" 4 PIPE CLASS "A" CONCRETE 231 CONCRETE ENCASEMENT OF PIPE TYP s INSTALL LATERAL SUPPORT WIRES SPLAYED IN 4-DIRECTIONS @ 12'-o"oc EA WAY W/ FIRST POINTS 4'-0" MAX FROM WALL. MIN 10 GA GALV WIRE. / / / / / VERTICAL STRUT --~,,.7"'"'..::,,-:._~;_:'. ATTACH WIRES 2" J MAX FROM CROSS RUNNERS NOTES: / BOTTOM OF /rMETAL DECK ,,.,,./ , OR CONC SLAB / / / / /2 .,, ,,-~-INSTALL 10 GA ,,-GAL V ANNEALED SUPPORT WIRES @ 24"0C AT MAIN T-BAR RUNNERS ACOUSTICAL PANEL MAIN T-BAR RUNNERS (TYP) 1. ALLOW FOR LATERAL MOVEMENT OF CEILING SYSTEM. MAIN RUNNERS AND CROSS RUNNERS SHALL BE ATTACHED AT Tl-IE ADJACENT WALLS, WITH CLEARANCE BETWEEN WALL AND RUNNERS AT THE OTHER WALLS. 2. DISCONTINUED ENDS OF CROSS RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 6" OF SUCH ENDS (I.E. WHERE CEILING IS DISRUPTED BY A WALL) 3. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. 360 SUSPENDED CEILING TYP CLEAN OUT~ + ,,-THRUST 'o-o---+---c?-BLOCK CLEANOUT~ SCHEMA TIC PLAN SCHEMA TIC PLAN ~-BLIND FLANGE (TYP) =~""11'?97 CLASS "A" CONC ~~----;;-FLANGE JOINTS (TYP) THRUST~. BLOCK • • TYPE PAVEMENT OR--~ FINISH GRADE SUB-BASE TERMINATION IN PAVEMENT ALL TYPES CLEAN OUT~ SCHEMATIC PLAN THRUST ---• BLOCK TYPE 2 THRUST BLOCK\ CLEANOUT -..._4 SCHEMA TIC PLAN THRUST BLOCK TYPE 3 (TYP) FINISH FLOOR IRON BODY FERRULE ~ W/BRASS CTSK HEAD 11 , HEAD SCREW PLUG. ~=-~C:::Z~:t MOUNT FLUSH WITH FLOOR NOTES: TYPE 4 VARIES --LONG RADIUS '-'.,__~ ELL TYPE 5 1. ALL THRUST BLOCKS SHALL BE PLACED PER TYPICAL DETAIL 230. 2. CONCRETE RING SHALL BE PLACED AFTER PAVEMENT PLACEMENT. 3. ALL FLANGES CAST IN CONCRETE SHALL BE TAPPED TO ALLOW THE INSTALLATION OF BLIND FLANGES WITH CAP SCREWS. 4. CLEANOUT PIPE SHALL BE SAME SIZE AS LINE PIPE. 5. CONCRETE RING SHALL BE FLANGE OD + 8", MINIMUM RING THICKNESS SHALL BE 4". 6. FOR CLEANOUTS IN YARD AREA, POUR 12" SQUARE CONC PAD 4• THICK. NOTES @CLEANOUTS s WALL FIRE EXTINGUISHER (SEE SPECIFICATIONS FOR SIZE AND TYPE) FINISH FLOOR -~ ELEVATION 5'-0" MAX 1. MOUNT TO WALL WITH NUMBER AND SIZE OF ANCHORS TO MATCH BRACKET. USE CONCRETE ANCHORS FOR MASONRY OR CONCRETE WALLS. INSTALL AT GROUTED MASONRY CELL. MOUNT TO STUD WITH LAG BOLTS, OR WOOD SCREWS FOR WOOD PARTITION WALL. 2. PAINT A 3' RED SQUARE ON THE WALL BEHIND THE EXTINGUISHER PER ANSI. 362 FIRE EXTINGUISHER TYP w (/) ;:: 0:: w I I-0 0 w I-0 z (/) (/) w ...J z ::::, ' "' I "' ~-1" HOSE VALVE ,.,.---1•· GSP ,,----1/4"0 HOT-DIP GALV U-BOL TS .---.,--------'....L.J.--.,,,....:::.. _________ ROUND CORNERS 1/2" RADIUS (TYP) • 0 I N I ~&[U)u~(Ll)~I IMPURE WATER DO NOT DRIN~ ---t>~~ i;~::.~ 4" (TYP) Co --o.:.i......---WELD FLANGE & COAT PL 3/8"x 6"x 6" FLANGE -----, SYNTHETIC RUBBER 1/8 WELD W/ ZINC PAINT ~2-3/8"0 ST STL CONG / ANCHORS / CLASS "C" CONC 1/ rFINISH \ 1'-6" DIAMETER GRADE I rTI-~-1. GsP ~-~ t--~d,.~4',~~~tr....---1 " I / I I ;,}. ~°' 4 I I '-<'«' c.o~~ .,j ,:;.» z ~ 0:: d CONCRETE SLAB PVC PIPE SLEEVE 1 "-90. ELL GSP TO PVCP -,+-COUPLING ;.-,f--r-+'> 6" \_ 1-.M"'IN;.--t UNION \__CAP PIPE AT RUN ENDS w ' > CO 0 10 N STRUCTURE INSTALLATION YARD INSTALLATION NOTES: 1. SIGN SHALL BE 3/8" THICK PLASTIC RESISTANT TO SUNLIGHT (ULTRAVIOLET) DETERIORATION. 2. SIGN SHALL BE 7" x 10" & SHALL CONFORM TO THE SPECIFICATIONS. 3. SIGN AS SHOWN IS ROTA TED 90" OFF TRUE POSITION. SIGN SHALL BE MOUNTED TO PERMIT EASY READING. 4. INSTALL HOSE RACK. TYPICAL DETAIL 244, AT EACH HOSE VALVE. 243 1" HOSE VALVE AND SIGN TYP s DOOR PER SCHEDULE---+- FILL W/ GROUT ' ,r;----:-' --+-+-o-5 /8" 'L•~ _,· ~""+- CAULK BOTH HOLLOW METAL FRAME NOTES: 1. FRAME DEPTH SHALL BE 9"± UNLESS OTHERWISE SCHEDULED. 2. PROVIDE MIN 3 ANCHORS PER JAMB@ MASONRY & 4 ANCHORS PER JAMB @ STUD OR CONCRETE CONSTRUCTION. 3. PROVIDE BACKBEND DIM AS REQD (1/2" ±). 393. INTERIOR DOOR JAMB DETAILS TYP ~ ·rHANDRAIL RACK N 0:: 0:: • • "' .. 3-1/2"0 ST STL U-BOLTS 8" NEOPRENE GASKET TOP OF CONC • , pl I 11 4 Ir H p ' , p a ' p , ELEVATION ®SECTION (HANDRAIL INSTALLATION SHOWN} NOTES t, HOSE RACK SHALL BE FABRIC A TED FROM t /8" STIL PLATE. ROUND ALL EDGES SMOOTH. HOT-DIP GALVANIZE AFTER FABRICATION. 2. HOSE RACKS INSTALLED IN YARD LOCATIONS SHALL BE MOUNTED ON POST. THE POST SHALL BE TS 3 x 3 x 0.1875 x 4'-0" HOT-DIP GALVANIZED AND SHALL BE SET IN CONCRETE 18"0 x 18" DEEP. WELD CAP ON TOP OF POST. 3. HOSE RACKS INSTALLED IN STRUCTURES SHALL BE WALL MOUNTED. FASTEN RACK TO WALL WITH 2-5/8"1 ST STIL CONCRETE ANCHORS. FOR MASONRY WALLS, FASTEN TO GROUTED CELLS. @HOSE RACK p s FINISH FLOOR RESILIENT MATERIAL PER CARPET BAR SCHEDULE CONTINUOUS FINISH FLOOR MATERIAL PER SCHEDULE ' ~ ~~ \> , \ • ,;;-p • • ~<I I t,, {> • (><t, ... p· CERAMIC\ TILE \ EB RESILIENT REDUCER STRIP AS REQD --~ RESILIENT TILE OR SHEET VINYL PER SCHEDULE. ~ ,~ ~ 4 I • \> -. ' p ' ~.''fl' p FIN FLOOR MATERIAL PER SCHEDULE THRESHOLD & DOOR BOTTOM AS SCHEDULED. SET IN SEALANT. _/_ CONT CONG SLAB @ INTERIOR. CONG SIDEWALK OR ENTRANCE PAD tO EXTERIOR. -- NOTE: CONCRETE EB 1. DOOR CLEARANCE AT BOTTOM OF DOOR 1/4" MIN AND 3/8" MAX. 395 DOOR SILL DETAILS TYP JOHN CAROLLO ENGINEERS 4" FELT CAP FLASHING, SET IN FLASHING CEMENT AND COVER W/ FLASHING CEMENT 1/8" THICK. ~-RIGID INSULATION. BASE FLASHING SET IN ASPHALT SCREW TYPE MECH FASTENERS. SIZE & SPACING PER MANUFACTURERS RECOMMENDATION. ROOFING FELTS BACKER FELT SET IN ASPHALT -3" CANT STRIP THICKNESS AS SPECIFIED. ~---SEE DRAWINGS FOR ROOF DECK AND ROOF FRAMING BUILDING WALL AS INDICATED ON THE DRAWINGS 354. BUil T-UP ROOFING TYP WELDER HANDLE-~ WELDER COVER-~ METAL DISC AND WELDING POWDER CABLE -~ PIPE 3 =~ NOTES: WELDER BODY (MOLD) 1. PLACE METAL DISC IN BOTTOM OF MOLD BEFORE POURING WELDING POWDER INTO MOLD. 2. INSTALLATION STEPS: A. FILE STRUCTURE CONNECTION AREA (3" x 3") TO BARE SHINY METAL AND CLEAN, B. STRIP INSULATION FROM WIRE. INSTALL COPPER SLEEVE AS REQUIRED. C. HOLD WELDER FIRMLY WI TH OPENING AWAY FROM FACE AND IGNITE WITH FLINT GUN. WEAR GLOVES TO PROTECT HANDS. D. REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. E. COVER CONNECTION WITH THERMIT WELD CAP, MAKING CERTAIN THAT ALL COPPER IS COVERED. COAT ENTIRE WELD AREA WITH TWO COATS OF COAL TAR MASTIC. 960 EXOTHERMIC WELDING PROCEDURES TYP CABLE TO PIPE CONNECTIONS C-2961-8 APPROVED 16TH STREET PUMP STATION 38799 TYPICAL DETAILS • PHOENIX, AZ • WALNUT CREEK, CA 'SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • rucsaN, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION DESIGNED APP'D JCE DRAWN JAP CITY OF NEWPORT BEACH W-5231-S T-5 REVISIONS CHECKED JCE DATE t 95 UTILITIES DEPARTMENT SHEET PS57 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23, 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 11 58:08 DWG NA~E, H:\NP _BEACH\3894A\STNPB005.DWG XREFS: SGNPB001.dwg I ~ " ,i 0 " ~ ~ a ' m n 8 a °'<-~ z ·"' ~ r ~ ~'---- .., \; <, z I □ ' r □ n □ m □ 0 n " □ .., 9' m □ n " ~ '< t-1 z a C z < " m n 8 5' ~ 0 < n 2 fTI 0 ► r 'n 0 CD z 'a SEE NOTE 2 ,----+-LINTEL AS INDICATED ON THE DRAWINGS EXT LATH & PLASTEF M.O. HEAD JAMB V N "+-AIR BAFFLE w ,- DOOR DIM HOOD 0 z w w (/) 3x WOOD FURRING W/ 3/8"0 AB @ 32"0C --CONC OR MASONRY WALL. AS ---~ INDICATED ON THE DRAWINGS. ,,-,--DOOR GUIDE. FASTEN TO WALL ~ PER MFRS RECOMMENDATION. 1------FLAT SLAT DOOR CURTAIN ~-------CONT WEATHERSTRIP@ BOTH PAVEMENT (N.I.C.) 3• JAMBS __.,_..__-+---SLOPE FLOOR 1 / 4" PER 12" TO EXTERIOR SILL -+----REPLACEABLE NEOPRENE 3/4" EXTRUSION @ BOTTOM OF DOOR • • 4, /), t • NOTES: 1. SEE DRAWINGS FOR OPERATOR TYPE AND LOCATION. 2. DIM VARIES WITH MFR. SEE SHOP DWGS FOR ACTIJAL SIZE. 396. ROLLING METAL DOOR TYP PROVIDE 1/4" DRAINAGE HOLE SEE NOTE 2 STIFFENER PLATE (TYP) NOTES: "A'' + 1" FLEX COUPLING TO SUIT PIPE CENTERED ON JOINT MIN SECTION CEMENT MORTAR LINED AND COATED STL PIPE WHERE SPECIFIED FINGER TIGHTEN NUTS -~ AGAINST ANCHOR PLATES. DOUBLE NU TS SHALL BE PROVIDED AS LOCK NUTS. CONTINUOUS RING WHERE REQUIRED BY AWWA Mil PLAN 1. DESIGN SHALL BE BASED ON TEST PRESSURE. 2. ANCHOR LUGS AND TIE RODS FOR STEEL PIPE SHALL BE DESIGNED BY PIPE MANUFACTURER IN ACCORDANCE WITH AWWA M11 STEEL. PIPE MANUAL. 3. GRIND ALL CORNERS SMOOTH. 4. COAT ALL SURFACES WITH EPOXY PAINT PER SPECIFICATIONS. 406 STEEL PIPE FLEXIBLE TYP COUPLING TIE DOWN COVER PLATE NOT SHOWN FOR CLARITY ,,___3_/_l 6---t----;---\ EA SI DE 3/16 CUT AROUND-"" MONORAIL WITH 1/8" CLEARANCE ALL SIDES DOOR FRAME DOOR ++++++++ DOOR 3/4"---i~- 1/8"--- 12 GA COVER PLATE. ATTACH TO DOOR WITH #10 SHEET METAL SCREWS. 14 GA SEAL PLATE. BEND AND FIT TO DOOR CUT-OUT AND ATTACH WITH #10 SHEET METAL SCREWS. 2 1 /2" MAX (TYP) ~ ASTRAGAL OMITTED FOR CLARITY 398. DOOR CLOSURE PLATE AT MONORAIL TYP TIE RODS BAKED ENAMEL DUCTILE -~ IRON FLOATING FLANGES PIPE DIAMETER --~ PER PLANS FLANGE ~-RUBBER EXPANSION JOINT 407 RUBBER EXPANSION JOINTS TYP SEE NOTE 2 ~--+-LINTEL AS INDICATED ~HEDRA:GS V ,,-;::::X:;:: AIR BAFFLE ~ 0 z TIE ROD -----t-,o~ 1 1 /8" A 325 Tr ,· 3/4" TIE ROD 1 1 /2" HEAD ' ' - ' t,. ~ p HOOD w w (/) N -----CONC OR MASONRY WALL. AS INDICATED ON THE DRAWINGS. PER PIPE FLANGE I I I BOLTS \fflm$\Ji[==::$,~ h-.----t* 11 11 11 * AS REOD TO CLEAR 1 FLEX CPLG (1 1 /2" MAX) JAMB --DOOR GUIDE FASTEN TO WALL re9t:ii!-".~_,-PER MFRS RECOMMENDATION. SILL p "' 1-~-~-FLAT SLAT DOOR CURTAIN ~-------CONT WEATHERSTRIP@ BOTH JAMBS 4 4 "' ---SLOPE FLOOR 1 /2" TO EXTERIOR ,__ ____ REPLACEABLE NEOPRENE EXTRUSION @ BOTTOM OF DOOR p PAVEMENT PER DRAWINGS NOTES: 1. SEE DRAWINGS FOR OPERATOR TYPE AND LOCATION. 2. DIM VARIES WITH MFR. SEE SHOP DWGS FOR ACTUAL SIZE. 399 ROLLING METAL DOOR TYP TRENCH PIPE IN BACKFILLED TRENCH~, 11-6" TYPE I CONNECTION NOTES· TYPE II CONNECTION 1. ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS, 2. PIPE THRUST SHALL BE BASED ON TEST PRESSURE. 3. PIPE THRUST = 0 7854 x D 2 x TEST PRESSURE, WHERE D IS PIPE OD. 4. MINIMUM TIE ROD YIELD 48,000 PSI. 5. FOR THRUSTS GREATER THAN 30,000 POUNDS, ADD ONE 3/4 INCH DIAMETER ROD FOR EVERY 6,000 POUNDS INCREASE IN THRUST. 6. CONTRACTOR MAY USE ONE INCH DIAMETER ROD FOR THRUSTS GREATER THAN 30,000 POUNDS. NUMBER OF ONE INCH RODS = NUMBER OF 3/4 INCH RODS x 0.5625 (ROUND OFF TO THE NEXT LARGER NUMBER) 7. ALL ROD CONNECTIONS SHALL BE TYPE II FOR THRUSTS GREATER THAN 30,000 POUNDS. 8. GRIND ALL CORNERS SMOOTH. 405 DUCTILE IRON PIPE FLEXIBLE TYP COUPLING TIE DOWN SHEET 1 OF 2 CONCRETE WALL-----i "" "" OR SLAB " ' • ~ ' ' 1/2" CAULK ALL AROUND ~ W/ SYNTHETIC RUBBER:;=~~:C:~=1 MASONRY WALL MIN 1/2" SPACE MAX 3/4" SPACE "'-POINT MORTAR AT MIN MIN WALLS AND UNDER- WALL-, NO PIPE SHALL RUN THROUGH A FOOTIN NO EXCAVATION BELOW THIS LINE WHERE PIPES ARE LOWER THAN 3'-0" BELOW THE BOTTOM OF A FTG, FTG SHALL BE STEPPED TO ALLOW PIPE TO PENETRATE THROUGH THE FOUNDATION WALL. - g" MIN © PIPE SLEEVE g• MIN SECTION FILL WITH MASS CONC BEFORE OR AT THE TIME FOOTING IS POURED. z :ii ' (0 SIDE OF SLAB PACK WITH MORTAR ~-~ SLEEVE ADDITIONAL REINFORCING NOTES: 1. 6" DIAMETER SLEEVES AND SMALLER: SCHEDULE 40 STEEL PIPE OR SCHEDULE 80 PVC PIPE, 2. 8" DIAMETER SLEEVES AND LARGER: 1/4" THICK STEEL PIPE. 3. STEEL SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. 4. SLEEVE MAY BE OMITTED IF HOLE IS CORE DRILLED. CORE DRILLING IS SUBJECT TO ENGINEER'S APPROVAL. 5. SLEEVES FOR ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC. 420 PIPE THRU OR ADJACENT TO FOOTING 424 SLEEVE INSTALLATION THROUGH DRY TYP AND PIPE THROUGH WALL TYP s JOHN CAROLLO ENGINEERS PHOENIX, AZ , WALNUT CREEK. CA SANTA ANA. CA SACRA'-"ENTO, CA SAN BERNARDINO, CA • TlJCSON. AZ SAN DIEGO, CA , BAKERSFIELD. CA VISALIA, CA LOS ANGELES, CA WALLS AND FLOOR SLABS DATE BY DESCRIPTION REVISIONS ·- 1 {,,,,. APP'D 3/4" 0 TIE ROD FLEX CPLG TO SUIT PIPE. CENTER ON JOINT, "A" + 1·• "A" (MIN) FINGER TIGHTEN NUTS AGAINST ANCHOR PLATES. DOUBLE NUTS SHALL BE PROVIDED AS LOCK NUTS. COAT W/ EPOXY PAINT PER SPECS--"-+h DUCTILE IRON PIPE , I I ■ l"GAP ,3 x "A" + 6" MAX ROD SCHEDULE FOR DIP PIPE THRUST. TYPE NO RODS SEE NOTE 2. OF CONNECTION 0-6,000# I 2 6,001-12,000# II 2 12,001-18,000# II 3 18.001-24,000# II 4 24,001-30,000# II 5 NOTF: 1. REFER TO NOTES ON SHEET 1 OF 2. 405 DUCTILE IRON PIPE FLEXIBLE TYP COUPLING TIE DOWN SHEET 2 OF 2 CUT OPENING AS REQD 1 • (TYP) THROUGH EXISTING WALLS. COAT SURFACE W/EPOXY " ADDITIONAL BONDING AGENT AND REINFORCING GROUT IN SLEEVE WITH • -NON-SHRINK GROUT. • • PACK WITH MIN 1 /2" SPACE. ' . ' UNTREATED OAKUM MAX 1'' SPACE. ' , ' ~ ' ' -' CAULK ALL AROUND _______,,/ W/SYNTHETIC RUBBER PIPE SLEEVE (TYP BOTH SIDES OF WALL) _3~16 • 1 /4"x 2" ANNULAR • 3/16 " RING s NOTES: 1. FOR NEW CONSTRUCTION, SLEEVES SHALL BE CAST INTO WALL BLOCKOUTS AND SUBSEQUENT GROUTING IN SLEEVES WILL NOT BE PERMITTED UNLESS A KEYED WATERSTOP JOINT IS PROVIDED. 2. 6"1'1 SLEEVES AND SMALLER SHALL BE SCH 40 STL PIPE. 3. 8"0 SLEEVES AND LARGER SHALL BE 1/4" THICK STL PIPE. 4. NEOPRENE LINK SEAL W/ST STL BOLTS MAY BE SUBSTITUTED FOR OAKUM & SYNTHETIC RUBBER SEAL. FOR WALLS THICKER THAN 12", LINK SEAL SHALL BE INSTALLED ON BOTH SIDES OF WALL SLEEVE. DIAMETER SHALL BE PER LINK SEAL MANUFACTURER'S RECOMMENDATION. 5. SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. 425 SLEEVE -INSTALLATION THROUGH TYP s WALLS AND FLOOR SLABS.-------f C-2961-B APPROVED 16TH STREET PUMP STATION DATE 1--,~-95 TYPICAL DETAILS DESIGNED DRAWN CITY OF NEWPORT BEACH W-5231-S T-6 JCE JAP CHECKED DATE UTILITIES DEPARTMENT SHEET PS58 OF PS62 JCE 1 95 DWG LAST EDITED BY: J/\P USER LOGIN TIME: JANUARY 20. 1995 7:57 AM DWG LAST EDITED ON: 01/20/95 I 4:27:55 DWG NAME: K\NP _BEACH\3894A\STNPB006.DWG XREFS: SGNPBOOl.dwq I t 1/4" STL PLATE SLEEVE. I.D. = PIPE OUTSIDE DIA. + 6" w 0 vi .... ' ::, <( On w 0. i'[ S.S. BIRDSCREEN AND CONTINUOUS S.S. RETAINER RING. ATTACH SCREEN TO SLEEVE W/ S.S. CAP SCREWS \ \ \ \ \ \ \ \ 8" \ I \ \ \ \ \ \ 1 / 4" CLR, TYP. 3" TERMINATE INSULATION EXHAUST PIPE 1 '--+ ___ TYP. 4 1 / 4' GUIDE PLATES 3/8" GUIDE PLATE, 4" LONG TYP 4 PLACES 426. WALL SLEEVE PIPE GUIDE ' <;) '/ "\, TYP ,;t+ I I I -/ / PLUG OR BALL VALVE CHAIN WHEEL FOR GEAR OPERATION LEVER OPERATOR FOR ~ VALVES 4 INCH & SMALLER. / OPERA TOR ANGLE 45' WHEN OPEN OR CLOSED 11----HOT-DIP GALVANIZED CHAIN. LENGTH TO SUIT FOR EASY OPERATION FROM FLOOR 472 CHAIN OPERATOR TYP s FUNNEL ON EQUIPMENT --- DRAIN ONLY FINISH FLOOR TO SLOPE TO FLOOR DRAIN AS INDICATED ON THE PLANS. SEE PLANS FOR FLOOR ELEVATIONS. p \ ' d NOTES: 4 p SET TOP OF FLOOR DRAIN 1" BELOW SURROUNDING FLOOR ADDITIONAL REINFORCING 1. TRAP IS REQUIRED WHEN DRAINING INTO SANITARY SEWER ONLY. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 2. PROVIDE 12" RADIUS SLOPE TO EQUIPMENT DRAINS WHERE FLOOR DOES NOT SLOPE TO DRAIN. 440 TYP AIR FLOOR DRAIN FD OR s EQUIPMENT DRAIN (ED) 3/8" NIPPLE 3/8" GLOBE VALVE 3/8" NIPPLE \_ 3/8" MALE, PARKER-HANNEFIN 13E; TRU-FLATE: OR EQUAL @ AIR TOOL CONNECTOR p ' NOTES: PACK W/ NON-SHRINK GROUT CLOSURE FLANGE SCUPPER ---' @ BUil T -UP AND ROOF SINGLE PLY ROOFING CLOSURE FLANGE 1. PROVIDE FLASHING AS REQUIRED BY ROOFING MANUFACTURER. 2. FABRICATE SCUPPER AND FLANGE FROM MIN 0.108" THICK ALUM. COAT ALUM IN CONTACT WITH CONC PER SPECS. FINISH PER PAINTING SCHEDULE. 3. LOCATE INVERT Of SCUPPER 2• ABOVE ADJACENT ROOF DRAIN INLET. SLOPE SCUPPER 1 /2" TOWARDS EXTERIOR FACE OF WALL 4. PROVIDE CLOSURE FLANGE AT EXTERIOR WALL. SET FLANGE IN SEALANT. 446 OVERFLOW SCUPPER TYP DETAIL AIR AND GAS SERVICE ONLY LIQUID SERVICE ' r<) VARIES r--------1 ~-FLUSH MOUNT GAUGE 1 1/2" ( TYP )---w..- 12" WALL MATERIAL AS INDICATED ON THE DRAWINGS. - -2-1/4"0 ST STL CONC ANCHORS@ CONC OR MASONRY WALLS (TYP) 1 1/2" x 22GA GALV METAL DOWNSPOUT HANGER @ 4' -0" OC ®SECTION NOTE: ~--L-4" x 6" DOWNSPOUT FORMED FROM 22GA GALVANIZED METAL OTHERWISE INDICATED ON THE DRAWINGS. FINISH PER PAINTING SCHEDULE. SPLASH PAD 1. PROVIDE SPLASH PAD AS SHOWN EXCEPT AT PAVING AND SIDEWALKS. 448. TYP FLANGE. DRILL AND TAP ...,,.,,~ 4" 150 LB BLIND ~ FOR NPT NIPPLE ::'=: DOWNSPOUT ~-GALVANIZED STEEL DISCHARGE PIPE, SIZE AS REQUIRED (1 /2" MIN) UNION ----+-+--AIR VACUUM OR AIR RELEASE VALVE PLUG VALVE u---GSP NIPPLE. SIZE PER AIR VACUUM AND Al R RELEASE VALVE ... 4" FLANGED OUTLET ----i )..f-1.,J,._-----n-FOR STEEL PIPE, USE OR SERVICE SADDLE THREAOOLET OR HALF ....__ ..., ... ' 0 I ... 1/8 ALUM C6 x 3.63 1" RADIUS CORNERS 3/16 1"± NON- SHRINK GROUT 1/2" ALUM /BASE PLATE ~j___--~~------l " r p d 3/16" ALUM MOUNTING PLATE ED ELEVATION ®PLAN NOTES: GAUGE STAND 4-1/2"¢ ST STL CA 1. ALL GAUGES SHALL BE DUAL SCALE. SCALES ON THE GAUGE FACE SHALL BE MARKED IN PSIG AND FEET OF WATER (FOR POSITIVE READINGS) OR INCHES OF MERCURY (FOR VACUUM READINGS). NOTES: COUPLING GALVANIZED STEEL PIPE TO NEAREST DRAIN. SUPPORT AS REQUIRED ~ 6" AIR GAP --1=:;::::,-= ~DRAIN 2. MOUNTING PLATE DIMENSIONS VARY ACCORDING TO SIZE AND NUMBER OF GAUGES REQUIRED. 1. VAL VE SIZE SHALL BE AS INOICA TED ON PLANS. 3. AT GAUGE STAND, DIAPHRAGM SHALL BE LOCATED BELOW THE MOUN TING PLATE. ONE INCH PIPE SHALL BE ROUTED BETWEEN DIAPHRAGM AND SERVICE PIPE PLUG VALVE. CROSSES WITH THREADED PLUGS SHALL BE LJSED IN LIEU OF 90' ELBOWS, WITH AT LEAST ONE UNION PER CROSS. 2. SERVICE TAP AND PLUG VALVE SHALL MATCH VALVE INLET SIZE. 4. COAT ALUMINUM IN CONTACT WITH CONCRETE PER SPECIFICATIONS. 480. TYP PRESSURE GAUGE DETAIL 484. VALVE ASSEMBLY -AIR VACUUM TYP AIR RELEASE (3" AND SMALLER) JOHN CAROLLO ENGINEERS PHOENIX, AZ , WALNUT CR,E[I{, CA SANTA ANA. CA • SAGRAMENTCl, CA SAN BERNARDINO, CA -nJCSON, AZ SAN DIEGO. CA BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS AND I r----7 I I I I I ROOF DRAIN SCUPPER WALL AS INDICATED ON THE DRAWINGS 3" FLASHING OVERLAP -~~11 !Tl _____ 'IF===-aa;a=:""': I L ____ J I L ______ _J ~""--='/=r-..J i---------1 EV / • '----1-CONDUCTOR HEAD @DOWNSPOUT JYR -+--'""'1'-------4-----'-~\L-I ®ELEVATION / --.... _,, 71 -.... ®SECTION ---.... I \ I II \ I \ I I I I I -7 \ I I ".J ./ I I I \ I \ I " ./ " ®DETAIL ®DETAIL NOTES· 1. PROVIDE FLASHING AS REQUIRED BY ROOFING MANUFACTURER. 2. FABRICATE CONDUCTOR HEAD FROM MIN 22GA GALV METAL COAT ALUM IN CONTACT WITH CONC PER SPECIFICATIONS. SEAL ALL JOINTS. FINISH PER PAINTING SCHEDULE. 3. SEE SPEC FOR SPECIFIC ROOFING AND INSULATION MATERIAL. SCUPPER SHAPE 'l\lLL VARY 'l\lTH ROOFING TYPE. 4, CONDUCTOR BOX AND DOWNSPOUT TO MATCH EXISTING. 449. CONDUCTOR HEAD TYP ---!--f,i,-1 1 /2" ROOF BEAM -~-11,J 1 4 1,:1--ca PIPE SUPPORT 1 4 ITT GRINNELL BEAM ATTACHMENT CATALOG PH-a7 FIG. 66, OR EQUAL 5/8"¢ HANGER ROD (TYP) ---I L 3 X 3 X 1/4 X 4" ®SECTION ca PIPE SUPPORT AS REQD TO SUPPORT PIPES 2-L 4 X 4 X 1/4 X 6"---'----- 1/4 ®SECTION (t_ ROOF BEAM FOR PIPE HANGER TO ca __ _/ PIPE SUPPORT -SEE ® FOR PIPE HANGER TO ROOF BEAM -SEE® ED SECTION APPROVED NOTES: 1. FOR ADJUSTABLE RING HANGER SEE ~ ~ 501. PIPE HANGER SUPPORT TYP C-2961-B 16TH STREET PUMP STATION 38799 TYPICAL DETAILS DESIGNED DRAWN APP'D JCE JAP CITY OF NEWPORT BEACH w-5231-S T-7 CHECKED DATE JCE 1 95 UTILITIES DEPARTMENT SHEET PS59 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 20, 1995 7:57 AM OWG LAST EDITED ON: 01/20/95 14:33:27 DWG NAME: H:\NP_B[ACH\3894A\STNPB0070WG XREFS: SGNPBOO 1.dwg I 3/4"¢ CONC ANCHOR W/5" MIN EMBEDMENT .d I I 'p ' A l I /14 X 3' -0" " OVERHEAD CONC • p " ' ' 4 (TYP) -~ " 4 < ', (FOR STEEL FRAMES,_ • ' .£.P.....:....~.:;p.,~--SEE SHEET 2 OF 2) _,.____::H-lf--~- NUT Wf--, 1 /8"x 1 5/8"x " 4'-0" MAX BETWEEN RODS 5/8"¢ HANGER PIPE CLAMP~ ROD (TYP) 1 5/8" PLATE WASHER ( TYP) EACH SIDE (TYP) ,,.!il~="f!!:....,..'!!!f,-~~~!!lf!,e~'ll!!",,l,4!!f'=~....., LOCKNUT (TYP) DOUBLE HANGER SUPPORT WHERE INDICATED ON THE PLANS NOTES: 1. MAXIMUM VERTICAL LOAD EQUALS 2000 LBS. " 2. HANGER SPACING SHALL BE BASED ON MAXIMUM SPAN ALLOWABLE FOR ANY INDIVIDUAL PIPE AND FOR MAXIMUM LOAD. 3. ALL-THREAD ROD SHALL BE USED ONLY FOR DOUBLE SUPPORTS. 4. ALL MATERIALS SHALL BE HOT-DIP GALVANIZED. 5. ISOLATE ALL COPPER PIPE FROM SUPPORT WITH PVC TAPE. 502 PIPE HANGER -DOUBLE ROD TYP SHEET 1 or 2 p ------coNc OR GROUTED ' MASONRY WALL (TYP) 4 4 MAX 1" PIPE ' ' GRINNELL FIG 126; BERGEN- PATERSON FIG 237; OR EQUAL MAX 4" PIPE 1/2"1/1 ST STL CONC ANCHOR 1/2"¢ ST STL \ CONC ANCHOR 4 -' " 4 1 1/2"x 1/4" STRAP 314 .. HOT-DIP GALV rL NOTE: 1 1/2" PVC SPACER AS REQUIRED p " ' --p ---., "- p 4 • 1. IF SUPPORT IS SUBMERGED OR BELOW TOP OF WALL OF HYDRAULIC STRUCTURE, STRAP SHALL BE STAINLESS STEEL. 518 PIPE SUPPORT TYP " SEE~ ALSO~ \ ROOF BEAM PERPENDICULAR TO PIPES SEE~ ALSO~ \ ca PIPE SUPPORT PERPENDICULAR TO PIPES 1/4 1/4 2 MAX (TYP) 1 PL 1/2"x 6"x 1'-0" ,.//•--t-TRANSVERSE BRACE: L 3 X 3 X 1/4 AT EACH SIDE EVERY OTHER HANGER (TYP) 5/8"1/1 BOLT (TYP) PL 1/2" x 3" (TYP) LONGITUDINAL BRACE: L 3 x 3 x 1 / 4 AT EACH SIDE, EACH LEVEL EVERY OTHER HANGER. AL TERNA TE W/TRANSVERSE BRACES (TYP) 5/8"¢ BOLT (TYP) ca PIPE SUPPORT PARALLEL TO PIPES -SEE 1---'-.c_;h PL 5/8"1/1 BOLT (TYP) L3x3x,1/4 ®DETAIL L 3 X 3 X 1/4 ®DETAIL 502 PIPE HANGER -DOUBLE ROD TYP NOTE: SHEET 2 or 2 4 • 4 • 4 4 p p 4 4 4 4 -"\II " ---------1 I __db_ _ _ _ _ _rlb.__ I PREFORMED CHANNEL PIPE SUPPORT ©SECTION ELEVATION PIPE CLAMP. SIZE AS REOO. PIPE SIZE AND MATERIAL AS INDICATED ON THE DRAVvlNGS 1/2"1/1 CA 1. BELOW TOPS OF WALLS IN WATER BEARING STRUCTURES, ALL MATERIAL SHALL BE STAINLESS STEEL. IN ALL OTHER AREA, ALL MATERIAL SHALL BE HOT-DIP GALVANIZED STEEL. 529 PIPE SUPPORT FOR TYP ONE VERTICAL RISER CONCRETE SLAB TS 3 x 1 x 14 GA x 4'-0" HEADER, CENTERED ON HANGER ROD. PLACE TUBE PERPENDICULAR TO ROOF DECK SPAN ;:=,,.. --n,..,,.~+-~P=r--3/4"¢ CONCRETE ANCHOR w/ 5" MIN EMBEDMENT IF LOAD ON BRACKET EXCEEDS NUT AND 1 /8"x 3"x 3" PLATE WASHER / 300 LBS, USE L 3 x 3 x 1 / 4 BRACE. COPE LEG AS REQUIRED. p 4 CONC INSERT ROD INSULATION & BUILT-UP ROOFING METAL ROOF~ / PLASTIC ?<(. COVER \_':NUT DECK __/ / ROD ➔11--=--ftl> ~I--ADJUSTABLE RING HANGER, 6"¢ PIPE AND SMALLER. ADJUSTABLE CLEVIS HANGER, 8"¢ PIPE AND LARGER FOR PIPES 2"1l AND SMALLER ONLY AT CONG SLAB AT METAL DECK " p 4 " 111---5/8"¢ ST STL CONC ANCHOR W/2"0D WASHERS 1---WELDED EYE ROD CONCRETE· JOIST OR BEAM PIPE HANGER PIPE DIA RODS AND SUPPORT SPACING ROD DIA MAX SUPPORT SPACING (INCHES) (INCHES) STEEL PIPE CAST IRON 3/4 & SMALLER 3/8 5 FEET - l TO 2 5 FEET - AT CONC JOIST OR BEAM 2 1/2 TO 3 1/2 4 TO 5 3/8 1/2 5/8 3/4 10 FEET 5 FEET 10 FEET 5 FEET 10 FEET 5 FEET 0 w ~ 5 0 w ~ (/) ... 6 8 7 /8 10 FEET 5 FEET 10 7/8 10 FEET NOTES: 12 7/8 10 FEET 1. ISOLA TE ALL COPPER PIPE FROM SUPPORT WITH PVC TAPE. 2. ALL MATERIALS SHALL BE HOT-DIP GALVANIZED. 3. PROVIDE ADDITIONAL HANGER AT EACH SIDE OF ALL VALVES 4 INCHES AND LARGER. 4. FOR LONGITUDINAL AND LATERAL BRACING OF PIPES, SEE TYPICAL DETAIL 506. 503 PIPE HANGER TYP - - 4 / 3/4"0 CONCRETE ANCHORS IF MOUNTED ON WALL. ON CEILING USE CONCRETE , INSERTS OR ANCHOR BOLTS ONLY. p J / "Z" FITTING --------p tl----3/4"0 GALV BOLT " I ' • .1 ' I 4 I :::. :::, :::. x ... p -I • ' 'I J I PIPE "U" CUPPED TO CHANNEL FRAMING ::! p I p ' ... N 4 ' I " I d p 4 PLAN " 1/4 3 1/2" MIN -STANDARD U-BOLT W/DOUBLE NUTS. GRINNELL FIG 137; BERGEN-PATERSON PART 6510; OR EQUAL ' :::. a,,-HP;,,,,..J,~~~,--1!,= 11= ---w-----T /2 b p ' ' /2 4 ,; /2 ,; ,1 ,;-/.4'-----WELDED STEEL BRACKET. SEE ,; SPECIFICATIONS /2 -p ' 1-•::....W-----,L-#------CONCRETE OR GROUTED MASONRY WALL " p ,1 ' ' ...-----2-5/8"¢ ANCHOR BOLTS OR CONCRETE ANCHORS 4 ELEVATION NOTES: 1. MAXIMUM ALL'OWABLE VERTICAL LOAD: 1500 POUNDS. 2. BRACKET AND U-BOLT SHALL BE HOT-DIP GALVANIZED. 3. ISOLATE ALL COPPER PIPE W/PVC TAPE. 510 PIPE SUPPORT TYP ~AIR DUCT ~ ~ 3"x STRAP SUPPORT FRAME ' -p " ' J I 4 @ 5' -o·oc MAX BY MFR -I i-----PREFORMED CHANNEL PIPE SUPPORT • .I " ' ' 4 i------CONCRETE OR GROUTED MASONRY WALL NOTES: 1. IF SUPPORT IS SUBMERGED OR BELOW TOP OF WALL OF HYDRAULIC STRUCTURE, ALL MATERIAL SHALL BE. STAINLESS STEEL. ROOF DECK NOTES: BASE PL W/ 2-5/8"0 BOLTS ,,--PITCH POCKET 3/16" CALV PL (SPAN BETWEEN 2-FLUTES MIN) 2. FOR COPPER PIPE, WRAP PIPE UNDER "u" CLIP WITH POL YETHLENE TAPE. 1. DUCT SUPPORT FRAMES SHALL BE DESIGNED TO WITHSTAND 3. MAXIMUM PIPE SIZE: 3". 80 MPH WIND LOAD AND SEISMIC LOADS OF ZONE 4. 2. ALL FRAMING MATERIAL TO BE GALVANIZED STEEL. 4. SPACE FLUSH MOUNT PIPE SUPPORTS AT 5'-0" MAXIMUM. 3. ALL BOLTS TO BE A307 HOT DIP GALVANIZED. 4. STRAPS SHALL BE HOT DIP GALVANIZED STEEL. 530 FLUSH MOUNT PIPE SUPPORT TYP JOHN CAROLLO ENGINEERS PHOENI){, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARIJINO, CA • TUCSON, AZ SAN DIEGO, CA , BAl<ERSFlELD, CA \IISAUA, CA , LOS ANGELES, CA 534. DUCT SUPPORT TYP DATE BY DESCRIPTION REVISIONS .ITT~-r- 1(zs/95 APP'D 1'-6" 4 10" o-1-I4-V~-( TYP ,,_,__ "':-a--::-t~-/ -4 p ' ' ,1 'p i,J " lf==="rr=r=4~--PL 1/4 9" i---=-6-" ----1 1 /2" ~-2-5/8"0 CONC ANCHORS 2-ALUM L 3 x 3 x 1/4 _,__~ WITH .1" SPACE BETWEEN VERTICAL LEGS ---._--J.-_ 1/2" ST STL "'------,IIJ-----" U-BOL T NOTE: 1. MAXIMUM LOAD = 512 PIPE SUPPORT TYP ROUND FIBERGLASS~ DUCT. 4B" MAX DIA. '. BAR 1 /4" X 6" (TYP) ,--2-1/2"11 TYPE X ... ::;; b I io ' N I /2" PL STIFFENER EACH SIDE / 316 ST STL / BOLTS EVENLY / SPACED ON EACH SIDE _,--~ PL 1/4" 1/4 '-----PL 1/2"x 12"x DUCT 11 1/4 i--------3•11 SCH 40 PIPE 4-3/4"¢ ST STL ALL THREAD RODS W/ LEVELING NUTS IN 1/4 FLUSH SHELLS PL 3/4"x 1'-2"x 1'-2" 1/4" RADIUS / ~ AT CORNERS 1--l:::=t=!~_,.,,.,-Cj ~ 1" NON-SHRINK GROUT 4 NOTES: 1. DUCT SUPPORT SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. 2. MAXUMUM VERTICAL LOAD = 1000 POUNDS 3. CHEMICAL ANCHORS MAY BE SUBSTITUTED FOR FLUSH SHELLS AND ALL THREAD RODS. 535. DUCT SUPPORT TYP C-2961-8 APPROVED 16TH STREET PUMP STATION DATE ,-.. , . .,~ TYPICAL DETAILS DESIGNED DRAWN CITY OF NEWPORT BEACH W-5231-S T-8 JCE JAP CHECKED DATE UTILITIES DEPARTMENT SHEET PS60 OF PS62 JCE 1 95 DWG U\ST EDITED BY: JAP USER LOGIN TIME: JANUARY 20, 1995 7:57 AM DWG U\ST EDITED ON: 01/20/95 14:37:12 OWG NAME: H:\NP _BEACH\3894A\STNPB008.DWG XREFS; SGNPB001 .dwg I ~ □ ' 'ii rn • < TI z .m 0 ~ 0 TI z " I I C I ~ z I □ r □ il m CJ rn D 0 a TI TI s □ u ~ g □ TI ~ ~ ' z B i C z ~ m 0 rn TI ;! □ ., ~ C rn • > TI z .m 0 )> C tl TI z j, ' 0 ' * p ADJUSTABLE PIPE SADDLE SUPPORT SCHEDULE DIMENSIONS IN INCHES PIPE "A" "s" "c" "D" SIZE MINIMUM MAXIMUM 2 1/2 2 1 /2 1 1 /2 9 8 13 3 2 1/2 1 1 /2 9 8 1/2 13 1 /2 3 1/2 2 1/2 1 1 /2 9 8 1/2 13 1/2 4 .3 2 1/2 9 9 1/2 14 ~- 6 .3 2 1/2 9 10 1 /2 15 1 /2 8 .3 2 1/2 9 11 1/2 16 1/2 10 .3 2 1/2 9 1.3 1 /2 18 1/2 12 .3 2 1/2 9 15 19 1/2 14 4 3 11 16 1/2 20 1/2 16 4 .3 11 17 1 /2 22 1/2 18 6 3 1/2 13 1/2 19 1/2 24 20 6 .3 1 /2 1.3 1 /2 21 25 1/2 24 6 4 13 1/2 23 1/2 28 1/2 30 6 4 13 1/2 27 31 1 /2 : 32 6 4 13 1/2 28 1/2 32 1/2 1 36 6 4 13 1/2 30 1/2 34 1/2 ' * USE 2 1/2" SUPPORTS FOR PIPES LESS THAN 2 1/2"11 ,~---PROVIDE CLAMP WITH SUPPORT ~ ROUND ALL SHARP CORNERS TO 1 /2"<11 RADIUS ----++<~ "s" V NOTES: LENGTH AND THREADS TO ALLOW MIN AND MAX DIMENSION SHOWN, USE STRAIGHT. THREADS, 4-3/4"¢ ST STL ALL THREAD ROOS W/ LEVELING NUTS IN FLUSH SHELLS SEE NOTE 3 1. HOT-DIP GALVANIZE AFTER FABRICATION 2. PIPE SHALL BE SCHEDULE 40. 3. CHEMICAL ANCHORS MAY BE SUBSTITUTED FOR FLUSH SHELLS AND ALL THREAD RODS. 545 ADJUSTABLE PIPE SUPPORT TYP s ¢_ ANCHOR BOLT ~1------i-~ SEE NOTE 1 3"MIN ALL----t--i--- AROUND "D" = DIAMETER ~..--1- 0F ANCHOR SOLT EQUIPMENT BASE OR SOLE PLATE 3/4"--~ CHAMFER ._oa~ z _ww 2 :::> :c I-::!' (/}1/l<C,i!: -u ' oz_<C 0:, r-o:::: a a:: :::> Z 0 I-"--I 1/l w C) ~a..V>r w a::: -c( ~ :r: <( :::> >O"' Z woo 7 4 , ' ' p LAP SPLICE 1:1 SLOPE (TYP) 1 1/2" NON- ~~~==zi:zz:;z:==zlz==~~2Jj_ _ ___f_ SHRINK GROUT p p d II t 4 JI 4 • II I I 41 • ' ll'J I 11 , p ' , • 111 H _• 4 "' id JI, , • I I, • e •-d p ~ I !'II, #5 @ 12· HlE ' ' d 4 ,II I ,I II ' ( TYP 4 SIDES) 4 111 ~ 11 • p , ' #5 @ 12" {TYP p , .11 I L II ' 4 SIDES) d 8 l::i !', p 4 -~' ' 2" CLR (TYP) p d p 4 , I 1' • d p c~ ' , • • p ' , p 4 ROUGHEN CONCRETE TO 1 / 4" AMPLITUDE AND 3" CLR FOR SLABS ON GRADE. 1 1 /2" CLR FOR ALL OTHER SLABS. COAT WITH EPOXY ANCHOR SOLT BONDING AGENT NOTE: 1. THE EDGE DISTANCE ON THE ANCHOR BOLTS SHALL NOT BE LESS THAN 6" OR 8 x "D". 600. EQUIPMENT BASE TYP II STAINLESS STEEL SADDLE ABOVE lo + + I + + -7--1-f lo I lo + + + + I L 1 '_::4" _J PLAN OF PIPE ,,-36" PIPELINE 2" STAINLESS STEEL PIPE, ONE END BEVEL TO MATCH SADDLE I I RADIUS {TYP) ------- WELDED STAINLESS STEEL HEX NUT -3/£5' THICK STAINLESS STEEL SADDLE TO 2" PIPE {TYP) -- PIPE SUPPORT ASSEMBLY PER CITY STD. 522-L (TYP) TYP 4 PLACES 3/8" MIN i I II II 11 8 8 8 8 ,, ;1/ t " ' 546. PIPE SUPPORT DETAIL 1" GROUT OR AS REQ'D. TYP TOP OF SLAB ANCHOR BOLT EQUIPMENT 3" MIN. ~+--1----1------''-"---------+----I (TYP.) LAP SPLICE -e---~ 1 '-0" MIN, fl4 @ 12" E.W. NOTES: 1. PAD DIMENSIONS, ANCHOR BOLT SIZE AND LOCATION AND OTHER EMBEDDED STEEL SHALL CONFORM TO EQUIPMENT MANUFACTURER'S RECOMMENDATION. 2 ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO THE EQUIPMENT PAD, AND ANCHORAGES SHALL MEET THE REQUIREMENTS OF SEISMIC ZONE 4 PER SECTION 2336 OF UBC 91. AND SHALL WITHSTAND WIND UPLIFT DUE TO 90 mph WIND, EXPOSURE C. 602. CONCRETE EQUIPMENT PAD TYP z ::. ' ... CHANNEL -SEE ROOF' FRAMING PLAN, LOCATE TO SUIT SILENCER SELF-TAPPING SCREWS @ 12"0C METAL DECK L 3 x 3 x 1/4 (SKEW SEISMIC BRACE TO MEET THE BEAM AS REQ'O) TYP METAL DECK W BEAM 1/4 PL 1/8 PL 3/8 BEND AS REQ'O 5/8"¢ ROD • .6.EAM PARALLEL TO SILENCER --------SHELL LUG SUPPORTS BY MFR SILENCER 3" INSULATION W/ ALUMINUM JACKET L 4 X 4 X 1 / 4 X Q' -6" (TYP) 3/16 2 3 SIDES EA ENO (TYP) DOUBLE NUTS {TYP) PL 3/8 METAL DECK e.Efil! PERPENDICULAR TO SILENCER NOTES: 1. ALL SUPPORT, BRACING MATERIALS AND HARDWARES SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION, EXCEPT THE L 4 x 4'S 2. SEISMIC RESTRAINT SHALL BE DESIGNED PER UBC 91, SECTION 2336, WITH Z = .4 551. SILENCER AND CONVERTER SUPPORT TYP 1" GROUT OR AS REQ'D TOP OF SLAB ANCHOR BOLT 3.. MIN. ~1--t-----1---EO_U_I_P_M_E_N_T __ ~ -1---i (TYP.) LAP NOTE: SPLICE #6 CONT. 1 /2" PREFORMED EXP. JOINT MATERIAL ALL 4 SIDES I I 1'-6" MIN.---' 1. PAD THICKNESS "T" AS REQUIRED BY EQUIPMENT MFR. z ~ PAD DIMENSIONS, ANCHOR BOLT SIZE AND LOCATION AND OTHER EMBEDDED STEEL SHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. 2. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO THE EQUIPMENT PAD, AND ANCHORAGES SHALL MEET THE REQUIREMENTS OF SEISMIC ZONE 4, WITH IMPORTANCE FACTOR I=1.5 AND SHALL WITHSTAND WIND UPLIFT DUE TO 90 mph WIND, EXPOSURE C. 603. ISOLATED EQUIPMENT PAD TYP T /IL 2 1/2 x 2 x 3/16. TRIM OUTSTANDING LEGS TO MAINTAIN SHROUD DIAMETER. l~--c;:--::-----,s;----:---,-::---<..TYP 3/16 /-1-12 ' ®SECTION 1/2"0 ST STL CONC ANCHORS 3/16 TYP+~ 3/16 -TYP \:::.,J -I GUARDl 0 0 I SUPPLY OR o: EXHAUST FAN I I 0 0 10 I I lo I o I NOTES: 1. SEE DRAWINGS FOR WALL REINFORCING AT OPENING. 2, INSTALL ALUM INSECT SCREEN ON INTERIOR OF LOUVER FOR SUPPLY FANS, 3, PROVIDE SPACERS AS REQUIRED TO INSTALL FAN IN MASONRY OPENING, 1/4" 555. PROPELLER FAN TYP SYNTHETIC RUBBER BEAD CONTINUOUS ALL AROUND EQUIPMENT BASE OR SOLE PLATE, Tl/4" ®DETAIL ------ST STL LOCK NUT ~---ST STL AB W/2 TO 4 THREADS EXPOSED ~--ST STL LEVELING NUT ~-1 1/2" NON-SHRINK GROUT ~--EQUIPMENT BASE OR SOLE PLATE ~-::---"'~7if1l[lt°"';;-;:+-NON-SHRINK GROUT e "n--~ • .+----1/8" MIN WALL THICKNESS PIPE SLEEVE. X p ID = BOLT DIA + 2" MIN. 0 4 "__.i,----1/4" PLATE ,+--:--. -+-~-f-~3l I P8i~ O N ' w >< LLJ~ I/lo 0 z NOTES: 4 d 4 ~~-~+--"D"= DIAMETER OF 4 • ANCHOR SOLT p ' , I {7 ---+-44-4 x "D" 1. ANCHOR SOLT SIZE AND LENGTH AS INDICATED ON THE· DRAWINGS, IF NOT INDICATED ON THE DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. 2. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR SOLT, PROVIDE EXTRA THICKNESS OF SLAB OR BEAM, 3, PREFABRICATED PLASTIC ANCHOR BOLT SLEEVE OPTIONAL 610 ANCHOR BOLT TYP JOHN CAROLLO ENGINEERS PHOENIX, Al • WALNUT CREEK, CA 'SANTA ANA, CA SACRAl,,IENTO, CA SAN BERNARDINO, CA • rucsoN. AZ 'SAN DIEGG, CA -BAKERSFIELD, CA IASALIA, CA LOS ANGELES, CA DATt RY D[SCRIPTION REVISIONS .',flq,,JW'i .,.,1,, APP'D GRILLE SIMILAR TO ROUND DUCT DETAIL (TYP) CROSS SECTION THRU RECTANGULAR DUCT. SIZE AS INDICATED WALL PER PLANS 2" (TYP) 45• (TYP) ON THE PLANS FIBERGLASS VANES --r---r - 4 ' 4 p ' , d p 4 1/~" (EXHAUST GRILLE l/4" ONLY) O~ 1 /4" 1 /4"11) X 1 1 /2" '<.v"/ 1 r LONG ST STL BOLT, '?'Q;-, LOCKWASHER, AND NUT @ 6" OC MAX AS INOICATED~1-1-~ ON THE PLANS --GRILLE STOP RECTANGULAR DUCT I /2" ,,___ DAMPER PLATE FIBERGLASS DUCT SIZE AS SHOWN ON DWGS GRILLE 1;2· -1 I. ,,. FIBERGLASS FLANGE TYPICAL SECTION 1 /2" x 1 /2" STYRENE r OR ACRYLIC GRILLE NOTES: FIBERGLASS RETAINER FIBERGLASS DAMPER --ti--<=-<',::_A----1 PLA TES SIZED TO BALANCE SYSTEM ROUND DUCT 1, SUPPLY GRILLE SIZES ARE FROM INSIDE TO INSIDE OF GRILLE STOP, AS INOICA TED ON THE PLANS. 2 GRILLE LATTICE WORK TO OCCUPY NO MORE THAN 9% OF TOTAL GRILLE AREA. 3, ALL FIBERGLASS PIECES ARE TO MATCH COLOR OF FIBERGLASS DUCT. 566 DETAIL -AIR SUPPLY OR TYP EXHAUST GRILLE / ------!/---•. , ---- 1 I PLAN PL 1/2'' 5/16 L 4x4x3/8 -- w/ 2-3/4''0 CA w/ o' EMBEDMENT APPROVED UTI 38799 DATE l•L,-~~ DESIGNED DRAWN JCE JAP CHECKED DATE JCE 1 95 L 3x3x1/4 w/ 2-3/4"0 A325 BOLTS EA END SECTION A-A 54 7. SEISMIC BRACE TYP 1/4" C-2961-8 16TH STREET PUMP STATION TYPICAL DETAILS CITY OF NEWPORT BEACH W-5231-S T-9 UTILITIES DEPARTMENT SHEET PS61 OF PS62 DWG LN;i EDllflJ ~Y: JAP UStK LOGIN TIME JANUARY 23, 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 14:21:51 DWG NAME: H:\NP _8EACH\3894A\STNPB009,DWG XREFS: SGNPBOO\.dwg I - I " ~ z C" I 0 r ... 0 TI 0 ~ m 0 0 ', " " ~ -., C ~ " ~ m ~ r' s < z c ' C z ~ < m 0 m . " • 0 " ' 'jj " 2 • < " z !'" 0 ,, \i 0 ~ z ,; FINISH GRADE RED CONCRETE ------~ 3" (TYP 4 SIDES) ' 4 4 p 4 p IJ4 0 12" ---------1-_,,_ _ _. (TYP 4 SIDES) CONDUIT. SIZES AND QUANTITY AS REQD. d p • ' • • 24" MIN COVER • p , • 4 ' , p • 4 • ' p -4d , p J o•d • p 4 -p ' ~ o-·-o'• ' d , •• 4 • p ' Q, d p , p • 4 ' p -O· a, 4 p • ' p #2/0 BARE COPPER --L-=+----;rr9 4 • ' p • ' , • GROUND CONT UNLESS OTHERWISE INOICA TED ON THE DRAWINGS. ' p , d 4 • d ' , •• d ,,...., 9: ~ ~ ' N '- 1 1/2" ALL AROUND 1 1/2" (TYP) tlQIE.. 1. ALL DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 800 REINFORCED ENCASEMENT FOR TYP s ELECTRICAL CONDUITS I----WALL r MONORAIL TRACK ~ PREFORMED CHANNEL BOLTED TO MONORAIL TRACK. MOUNT REEL WITH 1/2"0 ST STL INSIDE CONCRETE ENCASEMENI-T_\_~L _ _ks~~ 1 " CAULK WITH SYNTHETIC RUBBER ALL AROUND CONOUIT(S) ' , 4 1" SYNTHETIC SPONGE--~ RUBBER EXPANSION JOINT MATERIAL (TYP ALL AROUND) p / A p BELL ENO BUSHING '--GROUND CONDUCTOR .i.-o----1---6" CENTER BULB WATERSTOP ALL AROUND ,----WALL OR GRADE BEAM ENCASED ELECTRICAL CONDUITS 803 AT MANHOLE OR STRUCTURES TYP (WITH WA TERSTOP) _,.-t~~1 --ELECTRICAL EQUIPMENT GROUND BUS OR LUG • ~-NO 4 AWG BARE COPPER GROUND CONDUCTOR. PLACE IN CONDUIT, WHERE EXPOSED TO POSSIBLE PHYSICAL DAMAGE. GROUND CONNECTIONS BONO TO INTERIOR METALLIC COLD WATER PIPING SYSTEM WHERE AVAILABLE 4 CONCRETE FOUNDATION, SLAB, OR FOOTING 4 p 4 ~ BOLTS WITH SQUARE ST STL WASHERS. d p p 4 ' ' 4 ' ' 4 p 4 4 ' , 841 TYP " \__ TYPE SO CABLE (TO HOIST) --APPLETON ELECTRIC CO; REELITE; YALE; OR EQUAL ...__ CONDUIT TO DISCONNECT SWITCH HOIST REEL MOUNTING 20'-0" MIN GROUND CONDUCTOR ~-NO 4 AWG BARE COPPER CONDUCTOR UNLESS OTI-IERWISE INDICATED ON THE DRAWINGS . NOTE: 1. 1 • CLEAR FOR ELEVATED SLABS. 3" CLEAR FOR SLABS ON GRADE OR FOOTING. SEE NOTE 1 842 CONCRETE ENCASED GROUND TYP COMPACTED ,.,_ ___ WALL 1'' SPONGE RUBBER MAY BE Elli.AINA TED UNDER CEC WHERE SOIL FLOOR :z :::. SLAB \o • 'Y .+-----GRADE BEAM • CEC OVER FOOTING ~ ' • , , ' • • i---f... FOOTING , _,_ #4 x 10' -0" -CENTER UNDER FOOTING REINFORCE PER &filh CEC UNDER FOOTING \@' SECTION ELEVATION NOTES: 1. DO NOT INTERRUPT FOOTING WITH CONCRETE ENCASED CONDUITS (CEC). LOCATE CEC ABOVE OR BELOW FOOTING. 2. IF "G" IS TOO SMALL TO ALLOW THE CEC TO CROSS OVER THE FOOTING, LOCATE THE CEC UNDER TI-IE FOOTING. THE FOOTING MAY BE STEPPED DOWN PER TYPICAL DETAIL 85. 3. SEE ALSO TYPICAL DETAIL 808. 4. FOR ARRANGEMENT AND NUMBER OF CONDUITS IN THE CEC SEE ELECTRICAL PLANS AND OTHER CONTRACT DOCUMENTS CONCRETE ENCASED CONDUITS TYP CROSSING BUILDING FOOTING BROOKS PRODUCTS VALVE BOX; OR EQUAL 18" ---CAST IRON COVER MARKED "GROUND ROD" ' GROUND -~,..-, N WELL --FINISH GRADE 2/0 BARE COPPER WIRE UNLESS OTHER'MSE INDICATED ON THE DRAWINGS (TYP) '--DRAIN ROCK « FOR DRAINAGE v~»'~ //" //1/,/ i------GROUND ROD 843 GROUND ROD INSTALLATION TYP 1 O" 5/8" ALUM PLATE-~ 1/4 CONDUIT ®SECTIO~, ,A_ ALTERNATE CONDUIT ENTRY . • f ,,---,----ROUND CORNERS TO 1/2" RADIUS (TYP) I PUSHBUTTON STATION. I I MOUNT CENTERLINE I 8 I 4'-6" ABOVE SLAB. Q I ---~I I I I ALUM C6 x 4.030 -----ii U:::IJ-tl------CONDUIT STRAP AS REQD ~----CONDULET '--CONDUIT TO EQUIPMENT 1· NON-SHRINK~~. l GROUT ® ;::j:::':::::j ~:::p, 1,-~c..+--1i-t---±--'-:74 NOTES: ELEVATION .,--1 /2"0 ST STL CA 1. COAT ALUM SURFACES IN CONTACT WITI-1 CONCRETE PER SPECIFICATIONS. 2. CONSTRUCT 1'-2" DIAMETER x 2'-6" DEEP FOUNDATION 'M-IERE MOUNTING SURFACE IS NOT AVAILABLE. REINFORCE WITH 4-#4 VERTICAL BARS ANO #3 SPIRALS WITH 6" PITCH, 3. USE ST STL WASHERS, NUTS, AND BOLTS FOR MOUN TING DEVICES. .. 818 PUSHBUTTON STATION TYP SEE PLANS FOR REINFORCING d •• ++,,cffi-''-1 CONDUIT ~[ d ' 4 3" CLR --'----' MIN 3" MIN CLR • l l/2 x "T" 3 x OD MIN BUT (TYP) NOT LESS THAN 6" DOUBLE MAT REINFORCEMENT .. 4 4 ~' .. 1~ • ' ' .. • 2 SEE PLANS FOR REINFORCING d ' d • ' Q 4 ' 4 • 4 • 3" CLR MIN 1 1 /2 X "f" 3" MIN CLR 3 x OD MIN BUT (TYP) NOT LESS THAN 6" SINGLE MAT REINFORCEMENT NOTES: 1. 00 = OUTSIDE DIAMETER OF CONDUIT 2. "S" = CLEAR SPACE BETWEEN REINFORCING 3. MAX OD = SMALLER OF "T"/4 OR "S"-1/2" 4. FOR OD GREATER TI-IAN "T" /4 OR "S"-1/2", PLACE CONDUIT UNDER SLAB, 5. METAL CONDUITS SHALL BE ISOLATED WITH 3 WRAPS OF 10 Mil PVC TAPE AT THE POINT OF CONTACT WITH REINFORCING. 844 CONDUITS EMBEDDED IN CONCRETE TYP SLAB ON GRADE ' • / 4-5/8"x 8" STAINLESS STEEL I CONCRETE ANCHORS 9/16"0 (TYP) ------ll-1,1,11 MITER CORNERS--~ ALUM PL 1 /4"x 1" LENGTH VARIES W/ EQUIPMENT FURNISHED TYP ALL -,_ __ _ JOINTS NOTE: ALUMINUM ANGLE 1" 2 x 2 x 1 /4 (TYP) MAXIMUM LOAD -250 LBS. 839 ELECTRICAL EQUIPMENT MOUNTING TYP BRACKET 1/2" PL ' " " • t, " • " L 4x4x 1 /2x 1 '-()" w/ 2-3/4"0 CA w / 6" EMBEDMENT • 5/16 WT 5x24.5 w/ 2-3/4"0 A325 BOLTS EA END " 0 --1:o 0 -- • t, 4 ' ,, • 550. SEISMIC BRACE TYP APPROVED C-2961-B 16TH STREET PUMP STATION JOHN CAROLLO ENGINEERS l--+--+-------------+----1 £r'~I~ , RCE NO. m 21; 38799 PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • 'SACFiAk.tENTO, CA SAN BERNARDINO, CA • TUCSON. AZ SAN DIEGO, CA • BAKERSF1a.D, CA VISALIA, CA LOS ANGELES. CA DATE BY DESCRIPTION REVISIONS APP'D DESIGNED JCE CHECKED JCE DRAWN JAP DATE 1 95 TYPICAL DETAILS CITY OF NEWPORT BEACH W-5231-S T-10 UTILITIES DEPARTMENT SHEET PS62 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23. 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 14:41:40 DWG NAME: H:\NP_BEACH\3894A\STNPB0100WG XREFS: SGNP8001.dwg I CS'\ N c:, ~ tr-N E ·-, . ._ - 6" HIGH~ COLLAR \ r SOLT HOLES \t?"''F'<r-i-l'P'afm% /ACCESS HOLES TANK ROOF_/ ,~OUTSIDE LAYUP () 0 0 /' \\ __ INSIDE LA YUP ' '~ SEAL CUT EDGES W/ MAT & VEIL ®SECTION -+-------,~-------+- '\ TANK ROOF / .--+--SIZE FOR SCHED 80 / CPVC PIPE OF SIZE INDICATED ON D:WGS J ----ACCESS HOLES ~+----SOLT HOLES (1) PLAN-NOZZLE 720. FIBERGLASS TANK TYP SHEET 1 OF 6 6" THICKNESSI -\ 1 - AS REQD II D 0 u (Il rs ' -,, (D - I u> N I N 1,,-TANK " WALL /-INSIDE _/ LAYUP n;m=!!::"I' I L OUTSIDE LAYUP ~ (})SECTION II I/ 1: \\ \\ \\~------+ ':\ ~ TANK WALL -1/8" THICK x 24" ID x 2'-8" OD / 40-60 DUROMETER GASKET ,/ MATERIAL BETWEEN FLANGE AND COVER MATERIAL SHALL BE c!BERGLASS REINFOf~CED PLASTIC 20--1 1/4"0 TYt'E 304 ST STI ROI TS, NUTS, AND 40 WASHERS MANWAY 720. FIBERGLASS TANK TYP SHEET 4 OF 6 N .. w -----! 0... NO: TANK ROOF . - ----------'- ACCESS HOLES 60" ,-SEAL CUT EDGES W/ MAT & VEIL OUTSIDE~- LAYUP TANK WALL ®SECTION ~ 0/ "0 / I ~ ~ TANK WALL y -+---DESIGN TO MA TE // WITH 2" FLANGED CPVC PIPE +--'½ _ I \ / I o"·-· '~-ACCESS HOLES ~-t--BOL T HOLES I .J CJ) ELEVATION-OVERFLOW 1 NOZZLE 720. FIBERGLASS TANK TYP SHEET 2 OF 6 TIE DOWN LUG GROUT BED AT ALL TIE DOWN LUGS ®SECTION ~ 1~"" WALL I I I I J ~ '~' ~ I \ 01) ELEVATION-TIE DOWN LUG 720. FIBERGLASS TANK TYP SHEET 5 OF 6 w ' [l_ N-O.. ACCEss~-- HOLES OUTSIDE LAYUP TANK WALL ©SECTION ~ 0/ :--.0 ! ' \ \ / I " 0 ._/ SE AL CUT EDGES W/ MAT & VEIL TANK WALL -+---DESIGN TO MATE WITH 2" FLANGED CPVC PIPE '-ACCESS HOLES ~-+--BOLT HOLES ELEVATION-PROCESS SIPHON NOZZLE 720. FIBERGLASS TANK TYP SHEET 3 OF 6 FRP GUSSET PLATE 1-VERTICAL AND 2-HORIZONTAL GUSSET PL REQD LAMINATE /-INSIDE , LAYUP TO NOZZLE AND TANK WALL. w ' [)_ .,,_ [l_ / / // SEAL CUT EDGES W/ MAT & VEIL / ./'/ /-- ~==~~/ --H----- / OUTSIDE_/ '===• LAYUP .., TANK FLOOR ED SECTION-BOTTOM 1 DRAIN NOZZLE NOTES I. LOCATION OF ALL NOZZLES, MANWAYS, /\ND OTHER APPURTENANCES ARE AS INDICATED ON THE DRAWINGS. 2. SET TANKS IN MIN 2" THICK FULL GROUT BED IF REQD BY TANK MANUFACTURER J. IANKS SHALL BE PLAC[D ON CONCRETE PADS AS INDICATED ON THE DRAWINGS. 4, EXTENT OF TANK MANUFACTURER'S CONTR/\Cf IS ro NO/lLE f-LANGES. PIPING SHOWN IN THIS 15 TO DEPICT PIPING ARRANGEMENTS FOR OVERFLOW AND DRAIN. 5. ALL CHEMICAL TANKS SHALL BE VENTED THROUGH ROOF TO ATMOSPHERE 720. FIBERGLASS TANK TYP SHEET 6 OF 6 JOHN CAROLLO ENGINEERS PHOENIX, A!. , WALNUT CREEK. CA SANTA ANA, CA s~cru,M[NTO. CA c.;AN fl,RNARDINO, CA T\!r.SON, A7 J/gr, LJE lb, DISINFECTION CHANGE ORDER ',AN l>V,L). (A HAK(l,'.-,flll lJ. CA DATE BY DFSCRIPllON \~~,J\UA, (:A IOS !\NGflfS, V, APP'D APPROVED (ACTING) UTILITIES MANA.l_;!-_H R.CE NQ __ _ DATE _______ _ DESIGNED AKW CHFCk[D DRAWN LN DATE DEC. 95 C-2961-8 1 6TH STREET PUMP STATION DISINFECTION CHANGE ORDER TYPICAL DETAILS CITY OF NEWPORT BEACH W-5231-S OT-1 PUBLIC WORICS SHEET OF IJWC, l/i',1 I IJIII () l!Y JVL IJStk LOCIN JIM[· MAR01 b, 19q6 11·2'1 /1.M DWC LAST EDITED ON· 03/06/96 13·19·52 OWG NAUE H \NP _BEACH\38948\S.tNPB057.0WG XREFS, SGNPBOO l.dwg I ~ D ~ , ► D " u m =:< 0 u 0 m b u " 'JI z a ' c ~ m " m u " 0 " ~ C u, ► u • I _m 0 ,, C ~ 0 ~ ~ ~ I 0 5 u ,; z ,: 0 r □ " 0 u u 0 u !1 a z • 'jj < z _m " ,, C ~ D u ~ ~ ~ ,.., [ COAT SURFACE WITH PRIMER FOR SEALANT SEE NOTES\ BOTH SIDES OF GROOVE IF REQUIRED BY SEALANT 3/4" CHAMFER MANUFACTURER , 3/8" 3/ 4" (TYP) -t---+~-- (USE WITH JOINTS IN VERTICAL MEMBERS) I FOR SEALANT SEE NOTES ' ' ' 3/fS' CHAMFER .-;;J--__ COAT SURFACE WITH ' _ / PRIMER BOTH SIDES ' . JOINT OF GROOVE 1/2" WIDE POLYETHYLENE BOND BREAKER TAPE \'/ '---SEALANT 1 /2" -t--+-- (USE WITH JOINTS IN HORIZONTAL MEt,,jBERS) ABRASIVE BLAST AND PRIMER -+---;-.,~ 1 /i" BOTH SIDES OF GROOVE AS REQUIRED BY THE SEALANT MANUFACTURER ~ r FOR SEALANT SEE NOTES 1/4"J \ I ---<::::::::---=----. • . BOND BREAKER TAPE (POLYETHELENE STRIP) -PREMOLDED EXPANSION JOINT MATERIAL NOTES 1. JOINTS THAT COULD BE EXPOSED TO CHEMICAL SPILLS, SSPLASH ZONES OR IN CONTAINMENT AREAS, SILICONE SEALANTS HALL 2 3. 4. S. 6. BE APPLIED. a) CHEMREX (REXNARD) SILICONE ADHESIVE SEALANT b) DEVRON SILITE SILICONE SEALANT c) DOW CORNING #999 SILICONE SEALANT SURFACE PREPARATION, ONLY SURFACES THAT Will RECEIVE SEALANT SHALL BE LIGHTLY BRUSH BLASTED TO ROUGHEN SURFACE ADJACENT SURFACES SHALL BE PROTECTED FROM BLAST MEDIA. WITH CLEAN AIR OR VACUUM, CLEAN AREA TO RECEIVE SEALANT, BEFORE APPL YING PRIMER BACKER ROD SHALL BE INSTALLED IN EXPANSION JOINTS AS A FILLER AND BOND BREAKER WHEN THE DEPTH OF THE SEALANT MEASURED FROM ITS EXPOSED SURFACE, WOULD EXCEED 1/2 INCH, AND WHEN APPROVED BY THE ENGINEER BONO BREAKER SHALL NOT BE USED IN A JOINT WHERE BACKER ROD WILL BE INSTALLED PRIMER SHALL BE AS RECOMMENDED BY THE SEALANT MANUFACTURER. IF REQUIRED BY SEALANT MANUFACTURER PRIMER SHALL BE APPLIED TO BOTH SIDES OF GROOVE THAT WILL COME IN CONTACT WITH SEALANT. ® JOINT DETAIL p • ' ' • 4 • • ' ' 4 • NOTE· • p ' ' 4 • 4 11 • MIN TREAD SPACING. • SEE DRAWINGS FOR TREAD SPACING. 1/2" RADIUS • • • 4 • • • • • 4 • • • 4 4 4 • • • 4 • • • • ' ' • • • ' 4 • • • • , ' 4 • • ' V • ' 4 1 1/2" ABRASIVE EMBEDDED STAIR NOSING. 4" WIDE MINIMUM . 0 0:: Oz z 114 (TYP) ::, '--o Cl:: U)V, rc,z w zw V) ~~ Cl:: .,:O X 0:: 0:: .,: Ow ;;: w(f) w Ct'. r--VJ • V 4 • • • • 4 I. ANY FASTENERS IN 'THE STAIR NOSING SHALL BE TYPE 304 OR 316 ST STL. @ CONCRETE STEP STATIC MliE.R- fE-R '::>PE:C":i, --------1--+-----·--·-- 10 OUTLET CONNECTION TYP. NTS JOHN CAROLLO ENGINEERS DECK TYPE 1 • DECK TYPE 2: GA: 18 MIN S= .349 IN 3/FT MIN S= .731 IN 3/FT MIN I= .338 IN 4/FT MIN I= 1.223 IN 1/FT DECK TYPE 1 DECK TYPE 2 END WELD ------ EDGE WELD INTERMEDIATE WELD W-BEAM W/ BENT PL (W/ OPEN WEB JOISTS) OR W-BEAM OR LEDGER ANGLE SUPPORT PERPENDICULAR bECK TO DECK SPAN TYPE ENO INTERMEDIATE WELD WELD 3-1 /2" EFFECTIVE 3-1/2" EFFECTIVE SEAM WELD LEDGER ANGLE CMU OR CONC WALL OPEN WEB JOIST OR W-BEAM SUPPORT PARALLEL TO DECK SPAN EDGE SEAM WELD WELD 1 /2" EFFECTIVE 1 1/2" LONG 1 DIA PUDDLE WELDS DIA PUDDLE WELDS DIA PUDDLE FILLET WELDS 2 PER 24" UNIT PER 24" UNIT WELDS @ 24"0C @ 24"0C 4-1 /2" EFFECTIVE 4-1/2" EFFECTIVE 1/2" EFFECTIVE 1 1/2" LONG DIA PUDDLE WELDS DIA PUDDLE WELDS DIA PUDDLE FILLET WELDS PER 30" UNIT PER 30" UNIT WELDS @ 12·oc @ 12"0C 99. MET AL DECK DETAIL TYP REMARKS C-2961-B 16 TH STREET PUMP STATION DISINFECTION CHANGE ORDER -------- - J 196 LJ{;__ & D /.'JIN FECTJ/J/J t.llANIJ£ ORDEJ? APP'D REVISIONS UT!l ITiFS DIRECTOR R.C.[. NO DATE DESIGNED DRAWN CHECKED OA"!E MISCELLANEOUS TYPICAL DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-11231-S OT- SHEET OF C,\P~OJECTS\N0.3\103\SHEET\16.DWG 1/23/95 PLOT AT 1=1 D-349 m " 0 ' ~ rn > " z .m 0 ,. r 'TI D ~ ~ z I D c· 0 " n ~ 0 ~ JJ ~ m D " JJ rn 1:j < ~ Q ANODE PLACEMENT NOTES: ( 1) PLACE ANODE IN 1 FT DEEP EXCAVATION IN EXISTING GRADE. COVER WITH MINIMUM 2 FT NATIVE SOIL, FREE OF ROCKS, VEGETATION, AND DEBRIS OF ANY TYPE ROUTE ANODE LEAD WIRE TO ANODE JUNCTION BOX AT RECTIFIER. (2) OPTIONAL PLACEMENT ANODES MAY BE SET VERTICALLY. CENTERED IN MINIMUM 16" DIAMETER DRILLED HOLES AND BACKFILLED WITH CLEAN NATIVE MATERIAL. (3) CENTER OF ANODE SHALL BE AT ELEVATION 81 FEET. 1-(/l i!: I <D \ I \ p / EXISTING 36" i STORM DRAIN _ _1 ANODE. DURICHLOR 51, TYPE TA-2. PACKAGED IN 10"x96" LONG STEEL CANISTER WITH CALCINIZED PETROLEUM COKE BREEZE BACKFILL WITH #8 AWG/HMWPE LEAD WIRE (TYP FOR EACH PUMP CAN) J806HPL (8" x6" x4") ROBROY JUNCTION BOX W/HINGED COVER, FIBERGLASS MODEL W/2 TERMINAL BLOCKS SUITABLE FOR TERMINATING #10 AWG REFERENCE ELECTRODE AND STRUCTURE TEST LEADS---1 \ NOT~ I + I \/\LL TEST LEADS SHALL BE ~RO'f>E'.RLY TAGGED AND IDENTIFIELD \ 1 I \ PUMP STATION SLAB= 105 5 TOC PUMP CAN-· i ' ! i I ~ ---STRUCTURE (PUMP CAN) TEST LEADS STRUCTURE (PUMP CAN) LEAD CABLES ELEV= 105 00 , -PACKAGED ZINC REFERENCE / ELECTRODE (TYP AT EACH / PUMP CAN) SET AT ELEVATION 81 FEET ROUTE LEAD WIRE TO JUNCTION BOX COVER REFERENCE ELECTRODE . W!TH 2 FT (MIN) NATIVE SOIL { >-I FREE OF ROCKS. VEGETATION 1/ ., AND DEBRIS. RESERVOIR -/1 ELEV.= 75 00± L,1__ - - ---- - - - - ---- - - - - - --- - - - - --- - --- - I : • ! I • ' ., _.,__4-_ 1 2 MAX I ' I CD ANODE SYSTEM 1" = 10" 1~--2'' DIAMETER PVC COATED RIGID STEEL CONDUIT TO ACCOMMODATE REFERENCE ELECTRODE 4ND STRUCTURE TEST LEADS ---ELEV=57 64 36" OUTLET LINE ANODE HEADER CABLE 1 -No 4 l>.WG STRD COPPER WIRE W/HMWPE INSUL 12 FT LONG - COIL IN BOX.--------+-M 1"x1/8" COPPER BUS BAR 1" GALV STEEL WITH CAP .-----MICARTA OR PHENOL.IC INSULATING PANEL ~--10"xff'x6" NEMA 4X ENCLOSURE W/HINGED RAIN TIGHT COVER LOCKABLE 7 f I /~------.-----0.001 OHM SHUNT (TYP OF S) ft-~::-, pp O IT::R, 0 [QJOu8~'1fi-+i-----TERMINAL CONNECTOR (TYP) ITO I<> •• , ~ C• ~--IDENTIFICATION TAG-BRASS (TYPICAL FOR ALL LEADS) 1--------2" PVC COATED RIGID STEEL CONDUIT CWf-\-\1-\>-----ANODE LEADS 5-No 8 AWG STRD COPPER W/HMWPE INSULATION ANODE JUNCTION BOX--~ 3/4" CONDUIT STUB WITH CAP FROM 120V, 1 PH POWER SOURCE IN CONDUIT THROUGH FLOOR TO ,!UNCTION BOX--~ I I r RECTIFIER (FUTURE) ,-----l ' I ' I i ' ' i ' ' i i ' ' I I ' I I ' ! I i 1 I I I,~ I ----1-i_-\ I I -/ I -' I I I I I I I,~ I ----1-i_-\ I I -/ I J I I \_ SfRUCTU~E------J JUNCTION BOX -IN CONDUIT THROUGH FLOOR TO JUNCTION BOX REFERENCE ELECTRODE -~\ IN CONDUIT THROUGH' I FLOOR rt (TYP FOR 5)----t r, ! ! I --1--1--1--1=>--# 8 AWG /H MWPE ! i i I I I I ! I I ' ! 1 I I i I ! STRUCTURE I (PUMP CAN) l LEAD CABLES I L__ ________________ ~ ! c_--,-..--.>--#8 AWG/ HMWPE ANODE CABLES REFERENCE ELECTRODE JUNCTION BOX--- l ) IN CONDUIT THROUGH FLOOR TO JUNCTION BOX #10 AWG/ XHHW REF ELECTRODE C - TEST WIRES ----<=l-1--I--I--P' I I /' I B CATHODIC· PROTECTION SYSTEM SCHEMATIC N.T.S . GENERAL NOTE. ------ / -- y -,,- • l rq__,1-+--1-+,._-# 1 0 AWG /XHHW STRUCTURE (PUMP CAN) TEST WIRES i i---PUMP CANS IN CONDUIT THROUGH FLOOR (TYP FOR 5) r/ ;\ \ \ D REFERENCE ELECTRODE JUNCTION BOX F ANODE JUNCTION BOX DETAIL SEE DWG E-J FOR LOCATIONS OF JUNCTION BOXES WITHIN PUMP ROOM. \ N.T.S. \ ( "'. :-..:f,,---, ,,., -;/' ',\ '-." '--..;['/~ \ \ -t 1 i \, ) ,, N.T.S. (STRUCTURE JUNCTION BOX· SIMILAR) I ....... ::c,_ __ \--l;;:~ ' JOHN CAROLLO ENGINEERS i:iHr,[NIX, 4Z 'l'i"ALNI.I f C"EEK, CA SANTA ANA, CA j$AGRAMENTQ, CA SAN BERNARDINO ·cA TUCSON, AZ SAN Dl[GO, CA CTAKCRSrlF,,LD. CA Vl~ALIA CA L'.JS ANGEi..ES. CA '--\. ~ , ~ !i!\'!N)i.CIICN 0.\1N(:( f'fDfr GY DES(:RlPTIOl'J APP'IJ ~EVISIGNS APPROVED (ACTINi_?) UTILITIL_} DIRECTOR ru:.1 Nl) ___ _ DAT£ ______ _ DESIGNED HG Cl-lECl<;EO LJE DRAWN JLN DATE DEC. 95 C-2;}61!-i3 1 6TH STREET PUMP STATION CATHODIC PROTECTION CITY OF NEWPORT BEACH w-5231-S ! UTILITIES DEPARTMENT SHEET DWG LAST ·::uIn:o B'i· GTX USER Lt)GIN flME JAr--JUARY 23, 19y6 8:0.5 AM DWG LAST EDITED ON· 01/23/96 11 ·52:1!) fJW(; NAMI • H,\NP_8EACH\389~A\Cf'-L XREFS SCNP8205 I SGNPBOA1 I , ' • Si " z !" n ~ ' C [\ ~ 0 ' ~ ' z ► -~ I I 'i ii J1 ' I ~ I r ~ z I I D r I □ " n i m 0 0 " ~ 0 ~ m □ " ~ ! rn Ii, < z o C ~ FINISH GRADE BOX TO SET-~ IN 6" MINIMUM PEA GRAVEL 2-#10 AWG COPPER----~ CABLES WITH BLACK XHHW INSULATION FROM PIPELINE z1r,c REFERENCE ELECTRODE. LOCA 1 I:: 1 2" MAX FROM OUTSIDE-EDGE OF PIPELINE_ PROVIDE 7'-0" MIMINUM SLACK LOOPS IN CABLES NOTE: 1. IF ABOVE-GROUND POST MOUNTED TEST STATION IS REQUIRED, SEE TYPICAL DETAIL 956. --TOP OF COVER TO BE / IMPRINTED WITH I OGO / "CORROSION TEST STATION" I 2" DIA x 3' -0" LONG ,,---~ SCH 40 PVC TUBING ~--PROVIDE 1'-0" MIMINUM SLACK LOOPS IN CA9LES ~--2-#10 AWG COPPER CABLES WITH, WHITE XHHW INSULATION FROM PIPELINE ~--1-#10 AWG COPPER CABLE WITH YELLOW XHHW INSULATION FROM REFERENCE ELECTRODE ~-PROVIDE 1'-0" MIMINLJM SLACK LOOPS IN CABLES r--lNSLJLATED FLANGE -PIPELINE CONNECT CABLES TO PIPELINE IN ACCORDANCE WITH DETAIL ~ TYP FOR PIPE MATERIAL. 952. CORROSION MONITORING TYP TEST STATION TYPE I ~ULL FLANGE NEOPRENE - FACED PHENOLIC TYPE "E" FLAcl(;F Ci'.SKFT PIPE FLANGE ------. 2-INSULATING MYLAR - WASHERS PER BOLT STEEL BOLT. USE STAINLESS STEEL IF flllRIF[)_ NOTE: 1. COAT ENTIRE ASSEMtiL Y WITH ~--2-STEEL WASHERS / AelO NUTS PER / / BOLT. USE STAINLlSS STEEL IF BURlfll_ ~-1-INSJLATING MYLAR SLEEVE PER BOLT PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH IHE SPECIFICATIONS. 961. PIPE FLANGE INSULATION TYP JOHN CAROLLO ENGINEERS -----------,----t---------------~ -----· ~· --+------< u~ ,_l'IE S [)IRE(. TOR RC F ::r. ___ _ Ji9w LJE '4 D/rS!NFECTIDIJ CHIIN6E. CJRDEK' DA IE _______ _ RY ~i::SCRIPTION t. PP'D DES1Gt✓ED REVISIONS CHECKE] DA II:. '1 I ! ' I ' i ' ' ' f ~-----·ii C-2961-B 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER CATHODIC PROTECTION DETAILS ' CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-523I-S ! CP-•. ' OF " ,, ,, ------------------~------------------------------------..__ ______ _,_ ______ ....... ____________ ...... ________________ 1.... ___ 1.... ___ 1.... _______ ....;. __ 1.... ____ .1 ~ I D r D ~ el n 0 ~ D :ii 0 m D ~ D ~ e ~ ~ ~ 0 < z 0 ~ " D ::! 0 ;;; ' '5 m " ,; "' D z _m n )> r ~ n 2 ~ a i I u r 0 D n ~ 0 D n 0 ~ m 0 D ~ ~ z 0 £ 7 0 ..... (h N ~ ~ ..... .... l \. \ J \ r: ·l... i ~ \~ I \ I \ ' ' \ \ I , \. \ I i ~ Q:) \ V) < \ ' ' UTILITIES DEPARTMENT LIFO GROQJ[N][O) • Ul~ l~l~ [E3 V ffe\R[O) [E~~ ffe\[N]3~0[N] = ~~ffe\3[E ~ ~ 16TH STREET RESERVOIR AND PUMP STATION PUMP STATION CONSTRUCTION PLANS C-2961-B APPROVED BY : PREPARED BY: R.C.E. 38799 DESIGN ENGINEER R.C.E. JOHN CAROLLO ENGINEERS PHOENIX. AZ. • WALNUT CREEK, CA SANTA ANA. CA • SACRAWENTO. CA SAN BERNARDINO, CA • T\JCSON, AZ SAN DIEGO. CA • BAl<[RSFIELD. CA • v1SAUA. CA • LOS ANGELES, CA DATE: ---- ' ' . • ",·· .. W-5231-S G-1 -. • SHEET PS1 OF PS62 DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 23, 1995 8:41 AM DWG LAST EDITED ON: 01/23/95-. 11 :33:51 OWG NAME: Y·\3894A\SGNPB002.DWG XREFS: NONE ' •• ' j ' ·,.··-. '• ·--.-. __ __,__-;:_ -• !' ~ ~ • " J :r: u <( w (D z 0 f- 0 z f-z ::::, :r: u... 0 >-f- u f BAKER ~ I, ~ ci 'fl/ ~ ~ ~ m "'II "' ADAUS AVE --J---/+---___:=::..__...::::_,---t---;;;ORANGE ~-m= // COLLEGE //' Cl TY OF 1------l ()SANG[ co ~ I I COST A ~ fAIRGROUNOS ~ ~0 MESA 5 ~ <:;/; I g g; // /! I // !1 ;,-;/ ~I, <': f <ri, / J I f l /,I' , I / v1CTORIA 19TH -INDIC.A TES AREA SHOWN ON LOCATION MAP N ST N -12 TYP ·, St " \ \ 'f', \ VICINITY MAP NOT TO SCALE N DETAIL OR SECTION IDENTIFICATION DETAIL OR SECTION TAKEN ON THE SAME SHEET -----DETAIL OR SECTION MAY BE TAKEN ON SEVERAL DIFFERENT SHEETS UN IVERSI TY '----------DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT DETAIL OR SECTION ,-----DETAIL OR SECTION IDENTIFICATION ~---DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET ~-------DETAIL OR SECTION IS TO AT CROSS REFERENCE BE FOUND ON THE DRAWING INDICATED DRAWING CROSS REFERENCE Undergro~nd Service Alert BASIS OF BEARINGS: BASED ON AN INVERSE BETWEEN 0.C.E.M.A. G.P.S. POINTS 6231 ANO 6258, LOCATED AT 19th & WHITTIER, ANO 17th & WHITTIER, RESPECTIVELY, Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BEING SOO" 19' 1 O" W CITY OF IRVINE IR U.C.I. R • BUILDING DATA: OCCUPANCY: \ \ I I I I , , , , ,, __ , \ \ L 82: TELEMETRY 546 6 SF PUMP STATION PIPE AND SUPPLY STORAGE WAREHOUSE (EXTENSION) 3,356.8 SF SPRINKLERED SUBTOTAL B-4 : GENERATOR PUMP ROOM SUBTOTAL • f-2 : NaOCI STORAGE CONSTRUCTION TYPE: CHEMICAL FEED PUMP ROOM AQUA AMMONIA STORAGE SUBTOTAL BUILDING TOTAL IV-N (PARTLY SPRINKLERED) ALLOWABLE AREA INCREASE 100% (4 SIOEYARDS) SF 326.8 SF 2,520.0 SF SF 1,063.8 SF 1,351.1 981.3 3,396.2 SF 10,146.4 SF 8,000 SF 8,000 SF SPRINKLERED SPRINKLERED SPRINKLERED 16,000 SF TOTAL ALLOWABLE • AS DESIGNATED BY CNB FIRE DEPARTMENT BENCHMARK: O.C.B.M. NB 5 12 70 SOILS ENGINEER: CONVERSE CONSULTANTS ORANGE COUNTY 15245 ALTON PARKWAY SUITE 100 IRVINE, CA. 92718-2307 TEL. NO.: (714) 453-2880 PROJECT SOILS REPORT: "REPORT OF GEOTECHNICAL EXPLORATION, GROUNDWATER DEVELOPMENT PROJECT - PHASE II EXPANSION" DATED NOVEMBER 3, 1993. SUPPLEMENTAL SOILS REPORT: DATED DECEMBER 17, 1993 TO AUGUST 7, 1994. ELEV. 110.417 ADJ 1976 IN THE NORTHWEST PART OF THE INTERSECTION OF MONROVIA AVENUE ANO 16TH STREET: 32 FEET EAST OF THE CENTERLINE OF MONROVIA, 27 FEET NORTH OF THE CENTERLINE OF 16TH, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE SLAB, LEVEL WITH SIDEWALK. 16n-l smEET -----____ ........................ .. ,:: ~ i:, ;_· • ... ,,-,:···· ...... ' .................. -............ ;,:,; ••. J,· ... • .. , g; '.':\'.:'.\:,:1::e,:<<!•;••:::;:::;::•::;;:,:, ,.,,,,,:,:•:•,:,,::,:•:••:i:::::· .. ·1111:pr,·\,J'•:::·,;·::;:,::;~::i!i:•- ,. ............. / .... :::;. ..... ,;;:· , .• ::::;., .... .;\ -::: .. _, .. " : i~--ii ' ~- "'1.'' , .... _ ! ., ............... , ................... ' ~ ~ ~--- j_ \ \. : \ ' \ \ \ \ \ \ \ LOCATION MAP NOT TO SCALE KEY NOTES SEE DRAWING C-1 FOR SITE PLAN. EMERGENCY TELEPHONE NUMBERS AGENCY DAYTIME SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY 634-3028 835-5200 259-4458 644-3011 962-2411 542-6222 1-800-422-4133 CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK. CA S,&,NTA ANA, CA · SACRAMENTO,, CA SAN BERNARDINO, CA • TUCSON; AZ SAN DIEGO. CA • BAKERSFIELD. CA VISALIA, CA LOS ANGELES, CA NIGHTTIME 634-3129 800-325-0477 611 644-3717 962-2411 542-6222 3/96 3/95 3/95 DATE JE JLN JLN BY SHEET ' " OWG. NO. G-1 G-2 G-3 G-4 G-5 G-6 C-1 C-2 C-3 C-4 C-5 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-11 E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 E-12 E-13 T-1 T-2 T-3 T-4 T-5 T-6 T-7 T-8 T-9 T-10 MODIFIED BLDG DATA REVISE SHEET INDEX REVISE SHEET INDEX DESCRIPTION REVISIONS INDEX SHEET NO. PS1 PS2 PS3 PS4 PS5 PS6 PS7 PS8 PS9 PS10 PS11 PS12 PS13 PS14 PS15 PS16 PS17 PS18 PS19 PS20 PS21 PS22 PS23 PS24 PS25 PS26 PS27 PS28 PS29 PS30 PS31 PS32 PS33 PS34 PS35 PS36 PS37 PS38 PS39 PS40 PS41 PS42 PS43 PS44 PS45 PS46 PS47 PS48 PS49 PS50 PS51 PS52 PS53 PS54 PS55 PS56 PS67 PS58 PS59 PS60 PS61 PS62 DESCRIPTION TITLE SHEET VICINITY MAP, LOCATION MAP, SHEET INDEX. ANO CROSS REFERENCE GENERAL NOTES ANO GRADING NOTES CONSTRUCTION NOTES KEY NOTES SYMBOL LEGEND ANO ABBREVIATIONS YARD PIPING AND DEMOLITION PLAN GRADING PLAN PIPING PROFILES PIPING PROFILES FIRE SPRINKLERS -SITE PLAN ROOF PLAN ELEVATIONS DETAILS DETAILS EXTENSION FLOOR PLAN EXTENSION ROOF PLAN EXTENSION -ELEVATIONS SCHEDULES STRUCTURAL NOTES FOUNDATION/FLOOR PLAN ROOF FRAMING PLAN SECTIONS SECTIONS AND DETAILS DETAILS EXTENSION -FOUNDATION PLAN EXTENSION -ROOF FRAMING PLAN VALVE VAULT -PLANS ANO SECTIONS VALVE VAULT -PLAN. SECTION ANO DETAIL PLAN PLAN NOTES SECTION SECTION SECTIONS DETAILS ANO PLAN EXTENSION AND SURGE VAULT -PLANS ANO SECTIONS PUMP STATION -FIRE SPRINKLER PLAN EXTENSION -FIRE SPRINKLER PLAN FIRE SPRINKLER SECTION ANO DETAILS ELECTRICAL LEGEND AND GENERAL NOTES SITE PLAN ANO MISCELLANEOUS PLANS PUMP STATION PLAN -POWER PUMP STATION PLAN -LIGHTING EXTENSION -PLANS SECTIONS ANO DETAILS MAIN SINGLE LINE DIAGRAM 480V SINGLE LINE DIAGRAMS ANO PANELBOARD SCHEDULES MOTOR AND CONTROL SCHEMATICS CONTROL PANEL SCHEMATICS TELEMETRY SYSTEM BLOCK DIAGRAM PUMP STATION PLAN, FIRE AND EMERGENCY ALARMS EXTENSION PLAN -FIRE AND EMERGENCY ALARMS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS APPROVED C-2961-B 16TH STREET PUMP STATION UTILITIES DIRECTOR R C.E. NO. DATE 38799 VICINITY MAP, LOCATION MAP SHEET INDEX, AND CROSS REFERENCE DESIGNED DRAWN APP"O AKW\OJL GA T\ORS CITY OF NEWPORT BEACH w-5231-S G-2 CHECKED DATE WPA JANUARY 95 UTILITIES DEPARTMENT SHEET PS2 OF ~2 OWG LAST EDITED BY, SLC USER LOGIN TIME: JANUARY 25. 1995 Bc30 AM DWG LAST EDITED ON, 01/25/95 10c06c34 OWG NAME, Yc\3894A\SGNPB003.0WG XREFS, SGNPB001.dwg I MAPl.dwg I MAP2.dwg I • • • GENERAL NOTES 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19 .. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1991 EDITION AND SUPPLEMENTS. STATIONING REFERS TO THAT INDIVIDUAL PIPELINE ONLY. EACH PIPELINE HAS ITS OWN UNIQUE STATIONING. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION, PIPELINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING sfSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6 ABOVE FROM CAL-OSHA. ALL DRAIN, SEWER ANO WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L (UNO). DUCTILE IRON PIPE SHALL BE CLASS 53 (UNLESS OTHERWISE STATED) AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-510-L, UNLESS SHOWN OTHERWISE. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. • SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NEWPORT BEACH STD-314-L, UNLESS SHOWN OTHERWISE. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE INSTALLED BY THE CONTRACTOR AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUT BOLTS AND WASHERS. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. NOT ALL THE PIPE FITTINGS AND PIPE SUPPORTS ARE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL FURNISH AND INSTALL ALL THE REQUIRED PIPING, FITTINGS, AND PIPE SUPPORTS ACCORDING TO SPECIFICATIONS. ALL ITEMS SHALL BE RATED FOR A MINIMUM PRESSURE EQUAL TO THE TEST PRESSURE OF 225 PSIG OR HIGHER. ALL PIPE PENETRATION THROUGH WALLS AND FLOOR SLABS SHALL BE PROVIDED WITH SLEEVES PER TYPICAL DETAIL 425 UNLESS SHOWN OTHERWISE. DRAINAGE PIPING AND SOME PIPING SMALLER THAN 4 INCHES AND RELATED ITEMS ARE NOT SHOWN IN SECTIONS. CONTRACTOR SHALL REFER TO MECHANICAL FLOOR PLAN FOR SUCH PIPING AND RELATED ITEMS. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF TIE-INS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CITY OF ANY DISCREPANCIES. ALL FLANGES ON DISCHARGE SIDE PIPING OF THE VERTICAL TURBINE BOOSTER PUMPS SHALL BE ANSI 816.5 300 POUND FORGED STEEL WELDED NECK FLANGES. DIMENSIONS OF BUTTERFLY VALVES INDICATED ON THE DRAWINGS ARE BASED ON SHORT BODY VALVES. PIPE CROSSINGS AT FOUNDATIONS SHALL CONFORM TO TYPICAL DETAIL 420. WHERE PIPE WOULD HIT FOOTING, DEEPEN FOOTING. ALL VALVES IN METALLIC PIPING SHALL BE METAL BODY AND ALL VALVES IN PLASTIC PIPING SHALL BE PLASTIC BODY VALVES (UNO). LENGTH OF PIPING AND VARIOUS ITEMS INDICATED ON THE DRAWINGS IS BASED ON INFORMATION AVAILABLE DURING DESIGN. CONTRACTOR SHALL INFORM THE CITY OF ANY DISCREPANCIES ANO MAKE ADJUSTMENTS AS REQUIRED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY. SEE DRAWING S-1 FOR STRUCTURAL GENERAL NOTES. 32. SEE ELECTRICAL E-1 FOR ELECTRICAL GENERAL NOTES. 33. • 34, ALL BURIED FLEXIBLE COUPLING SHALL BE PROVIDED BONDING PER DETAIL 959 ON DWG. T-1 AND T-2. . ELEVATIONS OF WATER PIPING 4• DIAMETER AND SMALLER SHALL BE AS REQUIRED TO CLEAR DOORS, WINDOWS, AND OTHER OBSTRUCTIONS. ALL REQUIRED FITTINGS AND PIPING SHALL BE PROVIDED TO ACCOMPLISH THIS BY CONTRACTOR AT NO ADDDITIONAL COST TO THE CITY . • GRADING NOTES GENERAL 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. 3. 4. 5. 6. 7. 8. 10. 11 . DUST SHALL BE CONTROLLED BY WATERING AND/OR OUST PALLIATIVE. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS ANO HOLIDAYS PER SECTION 10-28 OF THE NBMC. NOISE, EXCAVATION, DELIVERY ANO REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING ANO SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS ANO/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM 03034 OR ASTM D1785. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS, ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020. • EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. [Z] BETWEEN OCTOBER 15 ANO MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS .30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. • LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED ANO A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY _THE CITY GRADING ENGINEER. 5. TEMPORARY OESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: UTILITIES DEPARTMENT, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING. WITH THE FOLLOWING PEOPLE PRESENT: UTILITIES DEPARTMENT, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETINGS. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL (UNO). [Z] 3. 4. 5. 6. IZ] FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 95 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 95 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS (UNO). AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED ANO APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDEO. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. .. JOHN CAROLLO ENGINEERS ....... PHOENIX. AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TIJCSON. AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA • LOS ANGELES, CA 9. 10. 11 . 13. 14. 15. 16. , THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING ANO PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, ANO APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEERING FOR APPROVAL. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT ANO TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED ANO WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK ANO TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB-SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS, SUMMARIES OF FIELD AND LABORATORY RESULTS ANO OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS THE THE ADEQUACY OF THE SITE FOR THE INTENDED USE ANO COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING ANO THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. 0 INDICATES NOTE IS NOT APPLICABLE TO THIS PROJECT. APPROVED I C-2961-B 16TH STREET PUMP STATION ..L, 1---+---+--------------+-----l UTI ITli.:i!UJIRECTOR 38799 DATE --·· R.C.E. No.~~~ BY DESCRIPTION APP'O DESIGNED DRAWN AKW\DJL ORS REVISIONS CHECKED DATE WPA JUNUARY 95 GENERAL NOTES AND GRADING NOTES CITY OF NEWPORT BEACH W-5231-S I G-3 UTILITIES DEPARTMENT SHEET PSJ OF PS62 , DWG LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 24, 1995 8:07 AM DWG LAST EDITED ON: 01/24/95 08:25,39 DWG NAME: Y:\3894A\SGNPB004.DWG XREFS, SGNPBOO 1 j I • • • CONSTRUCTION NOTES 31 INSTALL 30" LONG SLEEVE FLEXIBLE COUPLING. INSTALL 30" BUTTERFLY VALVE (FLG x FLG). INSTALL 30" CML WROUGHT STEEL TEE (FLG x FLG). INSTALL 1 t' SCHEDULE 80 PVC VENT PIPE. INSTALL t' HALF COUPLING. INSTALL 30" VICTAULIC COUPLING, STYLE 77. INSTALL 30" CML & TW 1/2" THICK STEEL WATER PIPE. EXTEND TAPE WRAP ff' INSIDE VAULT. (PE X PE) INSTALL 1 t' SCHEDULE 80 PVC 90' LONG RADIUS ELBOWS. INSTALL 2" SCHEDULE 80 PVC SAMPLE PIPE. INSTALL t' SCHEDULE 80 PVC AMMONIA SOLUTION PIPE. INSTALL 6" CHECK VALVE (FEXFE). INSTALL 1 t' LONG SLEEVE FLEXIBLE COUPLING. INSTALL 30"X1t'X30" CML WROUGHT STEEL TEE (PE x PE). INSTALL J' SCHEDULE 80 STEEL NATURAL GAS PIPE. INSTALL J" NATURAL GAS BALL VALVE. INSTALL 2" NATURAL GAS PRESSURE REGULATING VALVE; FISHER SERIES 7306. INSTALL EMERGENCY ENGINE GENERATOR. INSTALL VERTICAL TURBINE BOOSTER PUMP. INSTALL 12" PUMP CONTROL VALVE (FEXFE). INSTALL 12" PROPELLER FLOW METER (FEXFE). INSTALL GALVANIZED STEEL GRATING PER DETAIL 121 ON DWG T-4. INSTALL PRECAST CONCRETE VAULT. INSTALL ff' DRAIN FLAP GATE VALVE. CONSTRUCT CLASS C CONCRETE FILL. CORE DRILL EXISTING WALL FOR PENETRATION. INSTALL 12" x ff' ECCENTRIC REDUCER. CONSTRUCT WELDED JOINT. INSTALL INLET LINE WITHIN 42", 5/8" THICK STEEL CASING UNDER WALL FOOTING. EXTEND CASING 1 t' PAST EDGE OF FOOTING AND FILL ANNULAR SPACE WITH GROUT. INSTALL 36" FLEXIBLE COUPLING WITH HARNESS PER DETAIL 406 ON DWG. T-6. COUPLINGS TO BE SPACED 4 FT ON CENTER. CONSTRUCT 6" PVC-SDR35 SEWER PER PROFILE 'F' ON DWG C-4. BACKFILL AND BEDDING PER CNB STD-105. INSTALL SINGLE PACKAGE ROOF TOP HEAT PUMP. CONSTRUCT 1 t' PVC SCH 80 VAULT VENTS PER DWG. ON M-1. CONSTRUCT PVC SAMPLE LINE PER DWG, M-1 -AND M-2, JOIN EXISTING PIPE. VERIFY LOCATION, DEPTH, MATERIAL, TYPE OF CONNECTION ANO DIAMETER BEFORE FABRICATING PIPE. REMOVE AND REPLACE SIDEWALK PER CNB STD-108-L. REMOVE SIDEWALK TO NEAREST JOINT. REMOVE AND REPLACE A.C. PAVEMENT PER CNB STD-105-L. AREA AROUND PUMP CANS SHOWN IN BOX SHALL BE SHORED BELOW ELEVATION 75. AFTER INSTALLATION OF PUMP CANS, BACKFILL AREA WITHIN SHORED EXCAVATION UP TO ELEVATION 75 WITH LEAN CONCRETE. CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 231 ON DWG T-5. INSTALL 4" PERFORATED PVC UNDERDRAIN PIPE. REMOVE INTERFERING PORTION OF 12" WATERLINE. INSTALL 1" PRESSURE REGULATING VALVE. PROVIDE SEISMIC BRACING PER DETAIL 547 ON DWG. T-9. PROVIDE SEISMIC BRACING PER DETAIL 550 ON DWG. T-10. INSTALL 12" BUTTERFLY VALVE RATED 250 PSIG. (FEXFE) • INSTALL 12" PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE. (FEXFE) INSTALL It' CML 1/t' THICK STEEL WATER PIPE (FLG x SE). INSTALL 3" AIR VALVE, FOR VERTICAL TURBINE PUMP. INSTALL 3" AIR AND VACUUM RELEASE VALVE. INSTALL 3<1' CML WROUGHT STEEL END CAP. INSTALL EXPANSION/VIBRATION JOINT, INSTALL EXHAUST SILENCER. - INSTALL EXHAUST PIPE WITH 3 INCH INSULATION AND STAINLESS STEEL JACKET SUITABLE FOR ENGINE EXHAUST TEMPERATURE. SIZE OF EXHAUST PIPE AS RECOMMENDED BY ENGINE MFR. (J' MINIMUM). INSTALL STAINLESS STEEL RAIN CAIP. INSTALL 24" CML & TW 1/2'" THICK STEEL WATER PIPE (FLG x PE). INSTALL 4" DIP CLASS 53 DRAIN PIPE. INSTALL fj DIP CLASS 53 DRAIN PIPE. INSTALL 8" DIP CLASS 53 DRAIN PIPE. INSTALL INJECTOR WATER BOOSTER PUMP NO, 1, PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL INJECTOR WATER BOOSTER PUMP NO. 2. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS . INSTALL CHLORINE SCALE, INSTALL CHLORINE TON CONTAINERS FURNISHED BY THE CITY. INSTALL CHLORINE VACUUM REGULATOR. INSTALL 1" ID FLEXIBLE CHLORINE VACUUM TUBING. -· INSTALL 1" SCHEDULE 80 PVC CHLORINE VACUUM~PIPE, .· INSTALL CHLORINE TON CONTAINER TRUNNIONS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE HYDRAULIC HOSE PER MAINUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE INDICATORS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL EMERGENCY CHLORINE GAS SCRUBBER SYSTEM. INSTALL FRP REDUCER OF SIZE AS REQUIRED PER MANUFACTURER. INSTALL 18-INCH FRP DUCT. INSTALL 18-INCH FRP TEE. INSTALL FLEXIBLE CONNECTION. INSTALL AUTOMATIC WATER FILTRATION AND SOFTENING SYSTEM, INSTALL J' SCHEDULE 80 GALVANIZED STEEL WATER PIPE. fil INSTALL J' WATER PRESSURE REGULATING VALVE. INSTALL 3" GATE VALVE. INSTALL 2" GALVANI€ ED ST EEL. SCHEDULE 80 WATER PIPE. ffi INSTALL 2" BALL VALVE. INSTALL 2• CHECK VALVE. INSTALL AMMONIA VACUUM REGULATOR. INSTALL 1• SCHEDULE 80 PVC AMMONIA VACUUM PIPE. INSTALL 2" SCHEDULE 80 PVC CHLORINE SOLUTION PIPES. INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL PRESSURE SWITCH PER DETAIL 480B ON DWG. T-7. PROVIDE PRESSURE SWITCH IN PLACE OF PRESSURE GAUGE. INSTALL STAINLESS FLEXIBLE CONNECTOR. INSTALL 12" CML WROUGHT STEEL 90-LONG RADIUS ELBOW (FLG X PE). INSTALL 1" SCHEDULE 80 STEEL AMMONIA PRESSURE PIPE. INSTALL t' WATER PRESSURE REGULATING VALVE. INSTALL 1" BALL VALVE. INSTALL t' Y STRAINER. INSTALL 1" SCHEDULE 80 PVC CHLORINE SOLUTION PIPE. INSTALL AUTOMATIC CHLORINATOR. INSTALL MANUAL CHLORINATOR. INSTALL CHLORINE INJECTOR. INSTALL AUTOMATIC AMMONIATOR. INSTALL MANUAL AMMONIATOR. INSTALL AMMONIA INJECTOR. INSTALL 1" SCHEDULE 80 PVC AMMONIA SOLUTION PIPE. INSTALL 2" BACK PRESSURE CONTROL VALVE. (IF REQUIRED BY THE INJECTOR MANUFACTURER) INSTALL CATALYTIC CONVERTER. AND AIR TO FUEL RATIO CONTROLLER~ PER SPECIFICATIONS. ~ INSTALL AMMONIA SOLUTION DIFFUSER. INSTALL 12" VICTAULIC CPLG., STYLE 77 WITH 300 PSIG RATING. INSTALL J' REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH TWO 3" SHUT OFF GATE VALVES. INSTALL 24" LONG SLEEVE FLEXIBLE COUPLING. INSTALL 1• SCHEDULE 80 STEEL AMMONIA PRESSURE RELIEF PIPE, TWO FOR EACH AMMONIA TANK. INSTALL 1• CHECK VALVE. INSTALL 18" FRP DUCT, CENTER LINE EL. 118.00. INSTALL SUPPLY AIR REGISTER WITH 1f5'x16" CORE, 800 CFM EACH. INSTALL RETURN AIR REGISTER WITH 1 ox 1 fj CORE, 750 CFM EACH. INSTALL 18" FRP TEE. INSTALL UNION OF SAME SIZE AS PIPE. INSTALL SLEEVES PER DETAIL 424 ON DWG T-6. INSTALL SLEEVES PER DETAIL 425 ON DWG T-6. INSTALL PIPE SUPPORTS PER DETAIL 518 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF 5'-0" MAXIMUM. ' INSTALL PIPE SUPPORTS PER DETAIL 529 ON DWG T-8 AT Al CENTER-TO-CENTER SPACING OF 5'-rf' MAXIMUM. INSTALL SAMPLE PUMPS PANEL PER DETAIL 2 ON DRAWING S-5. INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON DWG T-9. INSTALL EXHAUST FAN PER MANUFACTURER'S RECOMMENDATIONS. INSTALL SAMPLE PUMPS WITH STAINLESS STEEL NUTS, ANCHORJOLTS, . AND WASHERS PER MANUFACTURER'S RECOMMENDATIONS. PRO E • PRESSURE RELIEF VALVE AND BYPASS PER SPECS. • r INSTALL 30" FLEXIBLE COUPLINGS PER DETAIL 406 ON DWG T..: . '. ..-f INSTALL PIPE SUPPORTS PER DETAIL 512 ON DWG T -6. ' INSTALL PIPE HANGER SUPPORTS PER DETAIL 501 ON DWG T-7, CONSTRUCT ISOLATED EQUIPMENT PAD PER DETAIL 603 ON DWG T-9. INSTALL SPRING TYPE VIBRATION ISOLATORS PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 231 ON DRAWING T-5. INSTALL FLOOR DRAINS PER DETAIL 440 ON OWG T-7. INSTALL EQUIPMENT DRAINS PER DETAIL 440 ON DWG T-7. INSTALL CLEANOUTS PER DETAIL 235 ON DWG T-5. INSTALL EMERGENCY SHOWER AND EYE WASH PER MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWAING S-5. CONSTRUCT EQUIPMENT BASE PER DETAIL 600 ON DWG T-9. INSTALL 18-INCH GRILLE PER DETAIL ·555 ON OWG T-9. INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPES OF SIZES AS RECOMMENDED BY THE MANUFACTURER FROM FILTER AND SOFTENER TANKS TO EQUIPMENT DRAINS. INSTALL AMMONIA TANKS FURNISHED BY THE CITY. INSTALLATION SHALL BE ACCORDING TO THE RECOMMENDATIONS OF AMMONIA TANK SUPPLIER/MANUFACTURER. INSTALL CLASS 53 DIP DRAINAGE PIPING WITH A SLOPE OF NOT LESS THAN 1/8" PER FOOT TOWARDS POINT OF DISPOSAL . INSTALL SCHEDULE 80 STAINLESS STEEL PRESSURE SENSING LINE OF SIZE AS RECOMMENDED BY THE MANUFACTURER OF PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE. INSTALL AIR VACUUM RELEASE VALVE PER DETAIL 484 ON DWG T-7. INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPE FROM AIR VACUUM RELEASE VALVES AND PUMP CONTROL VALVES TO EQUIPMENT DRAIN. INSTALL PIPE SUPPORTS PER DETAIL 530 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN 5' -0". CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL EXHAUST FANS PER DETAIL 555 ON DWG T-9. INSTALL DUCT SUPPORT PER DETAIL 535 ON DWG T-8 AT A CENTER TO CENTER SPACING OF 5'-0" MAXIMUM. CONSTRUCT AMMONIA TANK SUPPORTS PER DETAIL A ON DRAWING S-5. INSTALL PREFORMED CHANNEL PIPE SUPPORTS WITH PIPE CLAMP AND STAINLESS STEEL· NUTS, BOLTS, AND WASHERS. INSTALL PRESSURE GAUGES PER DETAIL 480 ON DWG T-7. INSTALL FITTINGS AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL EQUIPMENT WITH STAINLESS STEEL NUTS, BOLTS AND WASHERS OF SIZE AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T -9. INSTALL PIPE SUPPORTS PER DETAIL 510 ON DWG, T -8. INSTALL J' BACKFLOW PREVENTER WITH BYPASS. INSTALL BRIDGE CRANE SYSTEM PER SPECIFICATIONS AND STRUCTURAL DRAWINGS. BRIDGE CRANE SYSTEM NOT SHOWN IN PLAN AND OTHER SECTIONS. INSTALL MONORAIL CRANE SYSTEM PER SPECIFICATIONS AND STRUCTURAL DRAWINGS. MONORAIL CRANE SYSTEM NOT SHOWN IN PLAN ANO OTHER SECTIONS. INSTALL HOSE VALVE AND RACK PER DETAILS 243 AND 244 ON DRAWING T -5. INSTALL FLEXIBLE CONNECTOR AND TRANSITION PIECES AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL PRESSURE SENSOR AND TRANSMITTER PER DETAIL 480B ON DWG. T-7. PROVIDE PRESSURE SENSOR AND TRANSMITTER IN PLACE OF PRESSURE GAUGE. DIMENSION PER PUMP MAINUFACTURER, NOT TO EXCEED THE SUCTION BELL DIAMETER. INSTALL WALL SLEEVE PIPE GUIDE PER DETAIL 426 ON DWG T -7. . . INSTALL SUPPORTS PER DETAIL 551 ON DWG T-9. INSTALL BALL VALVE, Y-STRAINER, PRESSURE REGULATING VALVE AND PRESSURE GAUGE, DRAIN PIPING, ANO FITTINGS AS REQUIRED AT EACH RESIDUAL ANALYZER. INSTALL DUCT SUPPORT PER DETAIL 534 ON OWG T-8, ROUTE 2" SCHEDULE 80 STEEL PIPE FROM ALL HATCH DRAINS TO SUMP. INSTALL AIR TOOL Co'NNECTOR PER .DETAIL 475 ON DWG T-7. INSTALL 1" SCHEDULE 80 STEEL AIR PIPE. INSTALL 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH t' SHUT OFF GATE VALVES. INSTALL 1" STEEL CAP. INSTALL J' PVC CAP. INSTALL 3" SCHEDULE 80 PVC WATER PIPE. INSTALL 30" x 3f5' CML 1 /2" THICK WROUGHT STEEL CONCENTRIC REDUCER (PE x PE). INSTALL 3rf' CML & TW 1 /2" THICK STEEL WATER PIPE (PE x SE). EXTEND TAPE WRAP o INSIDE VAULT. INSTALL 30" CML 1 /2" THICK STEEL WATER PIPE (FLG x PE). INSTALL 3c:f' CML 1 /t' THICK STEEL WATER PIPE (FLG x SE). INSTALL 30" CML 1/Z' THICK STEEL WATER PIPE (PE x PE). INSTALL 30" CML WROUGHT STEEL 90' LONG RADIUS ELBOW (PE XPE). INSTALL 24" CML &: TW 1/t' THICK STEEL WATER PIPE (PE x PE). 1'NSTALL 1 'i' CML 1 /2" THICK STEEL WATER PIPE. INSTALL 12" CML 1/2" THICK STEEL WATER PIPE (PE x PE). INSTALL 6" CLASS 54 DUCTILE IRON PIPE. INSTALL f;' x 4" x 4" DUCTILE IRON FLANGED TEE. INSTALL 6" GATE VALVE (OS&T). INSTALL ff' BACKFLOW PREVENTER, WATTS SERIES 709. INSTALL 4" WAFFER CHECK VALVE, UNITED MODEL 205. INSTALL 2 1/t' x 2 1/2" x 4" 90' BAOGER-POWHATEN FIRE DEPARTMENT CONNECTION. INSTALL PIPE SUPPORT PER CNB STD 522-L. CONSTRUCT THRUST BLOCKS PER CNB STD 510-l. JOINT EXISTING 6" PIPE. INSTALL n' SCHEDULE 40 STEET WATER PIPE. INSTALL 2" SCHEDULE 40 STEEL WATER PIPE, INSTALL 1· SCHEDULE 40 STEEL PIPE. INSTALL 1• BALL VALVE. INSTALL n' -150 LB. FLANGE. INSTALL n' -150 LB. BLIND FLANGE. INSTALL 2" WELDOLET. INSTALL HANGER ROD FOR STEEL PIPE. INSTALL n' x 2" REDUCING TEE. STUB Z' DRAIN THROUGH WALL AT ELEV 107.00 .• INSTALL EARTHQUAKE BRACE PER DETAIL B AND C ON DWG M-11. INSTALL n' SCHEDULE 40 DUCTILE IRON WATER PIPE. .INSTALL 1 1 /2" SCHEDULE 40 WATER PIPE. INSTALL 1 1 /4" SCHEDULE 40 WATER PIPE. INSTALL 4" -150 LB. FLANGE. INSTALL 4" -150 LB. BLIND FLANGE. INSTALL 6" x 4" SCHEDULE 40 STEEL REDUCER. INSTALL t' SOCKOLET. INSTALL 4" x 1'' x 1/Z' SCHEDULE 40 REDUCING TEE. INSTALL 4" SCHEDULE 40 STEEL WATER PIPE. INSTALL 1/4" SOCKOLET. INSTALL 2" ANGLE VALVE, CENTRAL MODEL F -16. INSTALL 1" BALL VALVE, CENTRAL MODEL F-19 (AUX DRAIN). JOHN CAROLLO ENGINEERS 3/C/,f, LJ£ DISINFECTION C'IIANB£ ORDER REVISE NOTES / &_ PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO. CA SAN BERNARDINO, CA • TIJCSON. AZ SAN DIEGO, CA • BAKERSFlELD, CA VISALIA, CA • LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS APP'O INSTALL 1/4" 3-WAY GLOBE VALVE, CENTRAL MODEL F-17. INSTALL FLOW SWITCH, POTTER MODEL VSR-F. INSTALL POTTER 1 O" ELECTRIC BELL. MAINTAIN t' CLEARANCE AROUND PIPE, ALL PIPE, FITTINGS, HEADS TO BE CORROSION PROOF, INSTALL PRESSURE GAGE (0-300 PSIG). INSTALL ff' FLANAGED 90-BEND -STEEL. INSTALL ff' STEEL TEE. DROP PIPE WITH 90-ELLS TO ELEVATION BELOW LOWER CEILING .. INSTALL HANGER FOR STEEL PIPE (SEE €~0 ), INSTALL PIPE PER DETAIL 420 ON DWG. T -6, SLOPE LINES AT S=0.0050 UNLESS NOTED OTHERWISE. MODIFY SLOPE ANO ALIGNMENT TO ACHIEVE LINE POSITION AT VALVE VAULT INDICATED ON DWG. M-1. INSTALL CONCRETE VAULT PER DETAIL 38 ON DWG. C-4. INSTALL 1• COMPRESSION COUPLING WITH Tl£ RODS. INSTALL NEW SEWER CLEANOUT PER CNB STD-400 ANO 406-L AND PROFILE F ON DWG C-4. INSTALL SEWER LATERAL WITH CLEANOUT PER APPLICABLE PORTIONS OF CNB STD 405-L AND 406-L. INSTALL REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER CNB STD 520-l. INSTALL CONCRETE SPLASH BOX PER DETAIL 355 ON DWG. C-5, C-2961-B APPROVED 16TH STREET PUMP STATION CONSTRUCTION NOTES DESIGNED DRAWN AKW\DJL DRS CITY OF NEWPORT BEACH W-5231-S G-4 CHECKED DATE WPA JANUARY 95 UTILITIES DEPARTMENT SHEET PS4 OF PS62 DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 25, 1995 8:30 AM OWG LAST EDITED ON: 01/25/95 11 :03:42 OWG NAME: Y:\3894A\SGNPB005.0WG XREFS: SGNPB001 I . -- • • • No. 4687 • Exp, 3131197 CIVIL IX' KEY NOTES 1 2 3 4 5 6 7 8 9 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ~ 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 SEE DRAWING M-9 FOR CONTINUATION. TO SPRINKLER SYSTEM IN PUMP STATION. FROM CITY WATER SUPPLY LINE. SEE DWG S-9 FOR VALVE VAULT. FOR ELEV SEE DWG M-4. MATCHLINE SEE DWG S-7 FOR BUILDING EXTENSION. RETAINING WALL SEE DWG S-4. SEE DETAIL E ON DWG M-8 FOR HVAC PLAN. CHLORINE CONTAINER TRUNNIONS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE DWG M-2 FOR SIZE AND LOCATION OF OPENINGS IN GRATING. EQUIPMENT PAD -VERIFY SIZE AND LOCATION ON MECH AND ELEC DWGS. SEE DWG A-2 FOR TOP OF MASONRY. BUILDING EXTENSION -SEE DWG S-8. LIGHTING SUPPORT BEAM -SEE ELECT DWGS FOR LOCATION OF FIXTURES (TYP). CONTRACTOR SHALL LOCATE CHANNELS FOR SILENCER AND CONVERTER SUPPORTS. I TOS ELEV I INDICATES TOP OF METAL DECK ELEVATIONS (TYP). COORDINATE LOCATION, SIZE AND DETAILS OF OPENINGS WITH MECHANICAL ELECTRICAL DRAWINGS (TYP). FOR OPENINGS IN METAL DECK SEE DETAILS 141 & 142 ON DWG T-4. SEE DWG C-1 FOR LOCATION AND ELEVATION OF UNDERDRAIN PIPES. PLASTER -SEE DWG A-2, A-3, A-4. FOR CONCRETE SLAB, SEE DWG S-2. FOR DIMENSIONS OF PAD, SEE DWG S-2. * INDICATES ITEMS TO BE FURNISHED BY CRANE MANUFACTURER (TYP). FOR CONTINUATION, SEE DWG S-2. I106.00I INDICATES TOP OF SLAB ELEVATION. CMU WALL SCHEDULE SEE DWG S-2. SEE DWG. S-3 FOR CONTINUATION . FOR LOCATION AND SIZE OF OPENINGS, SEE DWG A-7. FOR ARCHITECTURAL ROOF PLAN SEE DWG A-7. 5'x5' ST STL ACCESS DOOR U.S. FOUNDRY CO. WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED. SPRING ASSISTED. DIAMOND PLATE STAINLESS STEEL WITH 1 1/2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN. EXTEND DRAIN f5' OUTSIDE VAULT WALL AND INSTALL 1 1/2" CAP. 4'x6' ST STL ACCESS DOOR U.S. FOUNDRY CO. WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE STAINLESS STEEL WITH 1 1/2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN. BOTTOM SLAB SHALL BE CAST OVER 1 t" DEEP LAYER OF COMPACTED ABC. ABC SHALL EXTEND 12" BEYOND SLAB, All AROUND. FIRE DEPARTMENT CONNECTION TO BE APPROVED BY THE CITY. COORDINATE LOCATION AND SIZE OF OPENINGS WITH DWGS M-1 AND E-6. FOR STRUCTURAL NOTES SEE DWG S-1 . SEE ARCH DWGS FOR LOCATION OF METAL STUDS. SEE DRAWING M-2 FOR LOCATION OF MONORAIL. DOUBLE CHECK DETECTOR PRtvENTER PER CNB STD 517-L. SEE DRAWING C-1 FOR CONTINUATION. SEE DRAWING S-9 FOR STRUCTURAL PLAN AND SECTIONS. SEE DRAWING E-2 FOR ELECTRICAL PLAN. SEE DRAWING C-3 FOR INVERT ELEVATION AND YARD PIPING PROFILES. SEE DRAWING S-2 FOR STRUCTURAL FOUNDATION/FLOOR PLAN. SEE DRAWING E -3 FOR ELECTRICAL POWER PLAN. SEE DRAWING E-4 FOR ELECTRICAL LIGHTING PLAN. SEE DRAWINGS A-1 AND A-2 FOR LOCATION OF FANS AND HEAT PUMP. SEE DRAWING S-4 FOR PUMP CAN INSTALLATION DETAILS. SEE DRAWING E-1 FOR ELECTRICAL SYMBOLS AND ABBREVIATIONS. SEE DRAWING C-2 FOR GRADING PLAN. SEE DRAWING A-1 FOR ARCHITECTURAL ROOF PLAN. SEE DRAWING E-5 FOR ELECTRICAL LIGHTING PLAN. SEE DRAWING S-2 FOR TELEMETRY ROOM REFLECTED CEILING PLAN. SEE DRAWING M-8 FOR CONTINUATION . JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRA~ENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA , BAKERSFIELD, CA ~SAUA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS 56 57 58 59 60 61 62 63 64 65 66 68 69 70 71 72 73 74 77 78 79 80 81 82 83 ~ ~ SEE DRAWING M-2 FOR CONTINUATION. SEE DRAWING M-1 FOR VALVE VAULT. SEE DRAWING C-1 FOR EXTENT OF CONCRETE ENCASEMENT. SEE DRAWING C-1 FOR SITE PLAN. SEE DRAWING M-6 AIND M-7 FOR CONTINUATION. SEE 16TH STREET RESERVOIR -PLANS FOR WORK FROM MATCH POINTS. MATCHLINE FOR GRADING, VALVE VAULT VENTS AIND ELECTRICAL CONDUIT TO 16TH STREET RESERVOIR DRAIN VAULT. DAYLIGHT LINE AND LIMITS OF GRADING. EXISTING EDGE OF PAVEMENT. EXISTING STORM DRAIN. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR FILL STOCKPILE AREAS AND CONTRACTOR LAYDOWN AREAS. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR GRADING SOUTH OF THE MATCHLINI;:. FINISHED GRADE ALONG MATCHLINE IS 105.0 SEE DRAWING S-4 FOR RETAINING WALL. o SEWER BY OTHERS. VERIFY MATERIAL. SEE DRAWING S-2 AND E-3 FOR TRANSFORMER PAD. 3rf WATER LINE BY OTHERS. VALVE VAULT BY OTHERS. REFER TO 16TH STREET RESERVOIR PLANS FOR RESERVOIR OUTLET VALVE VAULT PLANS. REFER TO 16TH STREEt-RESERVOIR PLANS FOR RESERVOIR. REFER TO 16TH STREET RESERVOIR PLANS FOR CONTINUATION OF ELECTRICAL CONDUITS. EXISTING CATCH BASIN. PROTECT IN PLACE. EXISTING GAS LINE, BY OTHERS. SEE DRAWING E-2 FOR UNDER GROUND ELECTRICAL CONDUITS IN THIS AREA. FUTURE GRADE TO BE USED IN SETTING FOOTING DEPTH ONLY. PAD EXTENDS 5 FT. MIN. NORTH OF PUMP STATION. SEE DRAWING C-1 FOR FOR DEEP EXCAVATION AT PUMP CANS. SEE DRAWING C-1 FOR FUTURE ELEVATION AT NORTH SIDE OF PUMP STATION. (NOTE: TI-!ESE ELEVATIONS GOVERN FOOTING DEPTH). FANS ON WEST WALLS AND ROOFTOP HEAT PUMP NOT SHOWN. SEE DRAWINGS A-1 AND A-2. SEE DRAWING M-3 FOR KEY NOTES AND CONSTRUCTION NOTES. SEE SCHEMATIC H ON DRAWING M-4 FOR CHLORINE RESIDUAL ANALYZER. APPROVED C-2961-8 16TH STREET PUMP STATION APP'D DESIGNED AKW\DJL CHECKED WPA DRAWN DRS DATE JANUARY 95 KEY NOTES CITY OF NEWPORT BEACH W-5231-S G-5 UTILITIES DEPARTMENT SHEET PS5 OF PS62 DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 25, 1995 8:30 AM DWG LAST EDITED ON: 01/25/95 09:12:47 DWG NAME: Y:\3894A\SGNPBOD6.DWG XREFS: SGNP80D1 I • . • ' KEY NOTES SEE DRAWING E-1 FOR ELECTRICAL SYMBOLS AND ABBREVIATIONS. • • • SYMBOL LEGEND ~ • 0 'l:J D ----®------ . -x-x-x- ---t.-·- -.··-S---- ------w- ---G--- -E-- -TEL-- -lV-- -:::;P :0: Y\/\/VV $ y ~ @ -0- ® --m- -K>H ~- ~ -m-- 0 9 POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT AIR OR CHEMICAL DIFFUSER DIAPHRAGM SEAL DRAIN EJECTOR OR EDUCTOR ELECTRIC MOTOR EXPANSION JOINT, FLEXIBLE VIBRATION JOINT FAN: EXHAUST/SUPPLY FILTER FLUSHING CONNECTION GAUGE: PRESSURE GAUGE: DIFFERENTIAL PRESSURE PRIMARY FLOW ELEMENT T = TURBINE P = PROPELLER PRIMARY FLOW ELEMENT: ROTAMETER PULSATION DAMPENER ~ --D-- ® y -KQ-- -{XJ-- ---IX}- ---------t:a:J- --l0t-- ---K)f--- ---f'-.J--- RUMP: CENTRIFUGAL PUMP: VERTICAL LIFT REDUCER: CONCENTRIC REDUCER: ECCENTRIC SAMPLE PORT STRAINER: WYE TYPE STRAINER: WYE TYPE WITH BLOWOFF THERMOMETER VALVE: ANGLE (AV} VALVE: AIR RELIEF (ARV} VALVE: BALL (BV) VALVE: BALL CHECK (BCV) VALVE: BUTTERFLY (BFV} VALVE: FOUR WAY (4WV) VALVE: GATE (GV) VALVE: GLOBE (GLV) VALVE: NEEDLE (NV) VALVE: PLUG CONCENTRIC (PV) VALVE: PLUG ECCENTRIC (PV) VALVE: SWING CHECK '· (SCV) VALVE: PRESSURE .RELIEF PRESSURE-REDUCING R_EGULATOR BACKPRESSURE REGULATOR SELF -CONT,IJNED BACKPRESSURE REGULATOR W/EXTERNAI PRESSURE TAP PRESSURE -REDUCING REGULATOR: SELF CONTAINED PRESSURE -REDUCING REGULATOR W/ EXTERNAL PRESSURE TAP VALVE: THREE WAY .. . ~ ~ UNION . -JOHN CAROLLO ENGINEERS .. ... PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAI.IENTO, CA SAN BE:RNAROINO, CA • TUCSON, AZ. SAN DIEGO, CA • BAKERSFIELD, CA \'ISAUA, CA LOS ANGELES, CA ABBREVIATIONS ~ AB ABC ACT ALT ALUM ANCH APPROX @ AVG (B) BC BD BF BLDG BLK BOF BSP CA CB CJ CIP CL OR t CLR CML CML & TW CMP CMU CPLG CW co CONC COMP CONT CTSK cu DEG DBL DIA OR 0 DIP DIST DO DWG E EA EC ECR ED EF ELEC - EL EMB ELL EQPT EW EXIST EXP FB FC FCA FD FLEX FG FTG FLGA FLG FRP FT G GALV GA GB GL CSP GWB H1E H2E HOR HDWR HORIZ HW HP HWS ANCHOR BOLT AGGREGRATE BASE COURSE ACOUSTICAL TILE ALTERNATE ALUMINUM ANCHOR APPROXIMATE AT AVERAGE BOTTOM BEGIN CURVE BOARD BLIND FLANGE BUILDING BLOCK BOTTOM Of FOOTING BLACK STEEL PIPE CONCRETE ANCHOR CATCH BASIN CONSTRUCTION JOINT CAST IRON PIPE CENTER LINE CLEAR CEMENT MORTAR LINED CEMENT MORTAR LINED AND TAPE WRAPPED CORRUGATED METAL PIPE CONCRETE MASONRY UNIT COUPLING COLD WATER CLEANOUT CONCRETE COMPACTED CONTINUATION, CONTINUOUS COUNTERSUNK CUBIC DEGREE DOUBLE DIAMETER DUCTILE IRON PIPE DISTRIBUTION DITTO DRAWING EAST /ELECTRIC EACH END CURVE ENO CURB RETIJRN EQUIPMENT DRAIN EACH FACE ELECTRIC(AL) ELEVATION EMBED ELBOW EQUIPMENT EACH WAY EXISTING EXPANSION FLAT BAR FLEXIBLE COUPLING FLANGE COUPLING ADAPTER FLOOR DRAIN FLEXIBLE FINISH GRADE FIGURE FLANGE ADAPTER FLANGED FIBERGLASS REINFORCED PLASTIC FOOT GAS GALVANIZED GAUGE GRADE BREAK GLASS GALVANIZED STEEL PIPE GYPSUM WALL BOARD HOOK ONE END HOOK TWO ENDS HEADER HARDWARE HORIZONTAL HOT WATER HIGH POINT HIGH WATER SURFACE - ID IN OR• - INV JT LAB LLH LLV LP LR LWS MATL MAX MCC MECH MFRS MH MIN . MJ MJDIP MK MO NAT GR N N/A NO OR * NPT NTS oc OD OPNG PCC PR PE PERP PH OR 0 PL OR rt PROP PVC R RCP RO RED REINF REQD REV R/W s SCE SCH SD SE SEL SGL SHT SPEC ST STL STD STA STL ST. LT. ST. STA. STRUCT SQ SYMM T & B TELE THK TOC TOM TOS TYP UNO VCP VERT VOL w w/ W/0 ws WWF - APPROVED 1----1---+----------l-----.l ~ .-U-~ UTI ~RECTOR A 38799 , • R.C.E. NO . DATE ----'--'-="l"-'--'-'"-5 ___ _ DATE BY DESCRIPTION APP'D DESIGNED DRAWN AKW\DJL ORS REVISIONS CHECKED DATE WPA JANUARY 95 I INSIDE DIAMETER INCH INVERT JOINT LABORATORY LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT OR LIQUID PROPANE LONG RADIUS LOW WATER SURFACE MATERIAL MAXIMUM MOTOR CONTROL CENTER MECHANICAL MANUFACTURER'S MANHOLE MINIMUM MECHANICAL JOINT t MECHANICAL JOINT DUCTILE IRON PIPE MARK MASONARY OPENING NATURAL GRADE NORTH NOT APPLICABLE NUMBER NATIONAL PIPE THREAD NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING POINT OF COMPOUND CURVATURE PAIR PLAIN END PERPENDICULAR PHASE PLATE OR PROPERTY LINE PROPOSED POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REDUCER REINFORCEMENT, REINFORCING REQUIRED REVISION RIGHT OF WAY SOUTH/SEWER SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SHOULDERED ENO SELECT SINGLE SHEET SPECIFICATION STAINLESS STEEL STANDARD STATION STEEL STREET LIGHT STREET STATION STRUCTURAL SQUARE SYMMETRICAL TOP &: BOTTOM TELEPHONE THICK TOP OF CONCRETE (ELEVATION) TOP OF MASONRY TOP OF STEEL DECK TYPICAL UNLESS NOTED OTHERWISE VITRIFIED CLAY PIPE VERTICAL VOLUME WEST/WATER WITH WITHOUT WATER SURFACE WELDED WIRE FABRIC I C-2961-B 16TH STREET PUMP STATION SYMBOL LEGEND AND ABBREVIATIONS CITY OF NEWPORT BEACH W-5231-S I G-6 UTILITIES DEPARTMENT SHEET PSe OF PSe2 DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 25. 1995 8:30 AM DWG LAST EDITED ON: 01/25/95 09:15:12 DWG NAME! Y:\3894A\SGNP8007.DWG XREFS: SGNPBOO 1 I . _,. t\J. ;,:, .';~' ', . -~ : . ' ' i. '', ,' ~ ~-· ~·' ·. .. ... ', .. •--. . ' -. .. . -. I "·,))'. ' '. ~ ,'\' ' ·, ' --... ·--· -~ ~' _;, ; '. t . ' . .., '/ .~ . -. ( .·I •. ·. • • l .:~·(· j,f(},;;; i~:~::; 1 -:/\· ' I ;, . ·. · .. /·." ~:.:. '\ ,. . . . . . . ,. ; : . ' ·:-: > . •,, - ': ' ;. ·,,_. •, ·'• "· ' . ~~-' ... ~ ' .. r.· . ' .;,,._•f~. :,,<' ·.· ·-,'· ., ... . ;; ., • -• ,f. ,• ·, ... ' .,, 1 ,~ ' • ·t. :· '. ~ ,, .,;. >~ •1.' .. ' ~,-, • i'.,' FOR ANODE SYSTEM IN THIS AREA. SEE· DWG CP-1 ' . . ' . •. FOR ELECTRICAi:. PLAN SEE DWG E-3 • ::LOCATE CATHODIC PROTECHON T(ST STATIONS AS ' APPROVED BY CITY, A SITE PLAN SCALE: 20' ( i ) I i ! i 1 I ' • ' ' : I ' ' ' . ' ! I I i ' I ' I l l 1L - 16TH STREET \' I I ---------... --3(f'1N -·----·:r·-, • l , ~) I ii I '' ------ti ' . i ,; • I! '· , . . : ' ,t..'_...,.r4'11.-I t, '!'f'"' I • I' f · • ! COORDINATE .DATA_.· NORTHING -EASTING· N2, 177,853.16 E6,047,501.70 • I !© 'N2,177,810.16 ES,047,501.44 ' •, . . . N2, 177. 785.27 .• E6,047,487,79 • N2, 177,805.27 E6,047.,487:91 \ • I © ' ! ' N2, 177,894.38 E6.047,576.95 • N2.177.851.71 E6,047,576.69 N2. 177,878.73 • ,, £6,047 ,494:35 •' .. r _REMARKS· NORTHWEST OUTSIDE l CORNER OF PUMP STATION. l SOUTHWEST CORNER . OF PUMP STATION SOUTHWEST OUTSIDE CORNER OF VALVE VAULT • NORTHWEST OUTSIDE • CORNER OF VALVE VAULT ~ OF· DLSCHARGE PIPE Al" TIE-IN <i:. OF DISCHARGE PIPE ' AT BLDG WALL <i:. OF INLET PIPE AT TIE-IN • .I ' . \ 1 r.:\H i ~ ! N2, 177,765.18 : I ·-.. E6,047,497.13 ,./ •. MATCH POINT FOR INLET ·-:._ -~ ~✓-·,. ' PIPE .ON RESERVOIR PLANS /.\I ! \J" t i N2, 177,793.75 E6,047,574.30 MATCH POINT FOR OUTLET PIPE ON RESERVOIR PLANS I . 0, \!::_/ i : 0 ! \=__Ji N2, 177. 793. 79 N2, 177,821.79 N2, 177,781.03 ' 'i i ! E6,04 7,567.93 . ' E6.047,568, 10 E6,04 7,578.23 <i:. INTERSECTION ON. PUMP • SUCTION LINE '' POINT ON MATCHUNE r.-:\ i ~./ N2, 177. 781.48 . E6,04 7,503.23 • POINT ON MATCHUNE i l T 1 __ ~ i OF EXIST STORM DRAIN ~ N2,177,781.58 E6,047.428.94 PIPEATTIE--=IN i. ~---1----------------+----------------i----------------, ~O, OUTSIDE WALL OF EXIST. / V!J N2,177,882.26 E6,047,560.30 CATCH BASIN AT TIE-IN_ CONSTRUCTION NOTES KEY NOTES ,I I .. ' ' ' i. ' ' .,... ' . ... -:-+--- i Q::: (/) ,a.--=1'.-_.,_...i; lj : i '3c' CONSTRUCT ff' PVC-SDR.35 SEWER PER PROFILE 'F' ON DWG C-4 ---'-·,< 'i -I+-1-,---l.:.:::J I , , I 1. ~ ODING ER :;B(..r'\"-..-r-J-.:1 M~v-<,-v-vv--........,, Fl.· SEE DRAWING M-1 FOR VALVE VAULT, B SEE 16TH STREET RESERVOIR PLANS FOR CONTINUATION FROM MATCH POINTS. ' • : : I ' I· ; ! 1 r , . - ' 1 I _: ; _ I l. ! 0 c., '> z 15 ,Vl ~ .W ~ : Q::: 0 v-8 ' ! I I ' ' J .. I 11,!( FOR DISINFECTION CHANGE ORDER DETAILS SEE DWG. M-2. J !j_,I 1 :~ £ @ CONSTRUCT NAOCL. AOA AND GAS LINE PER DWG M-2. : i .·I ' ' 1 @ CONSTRUCT DRAIN LINE PER PROFILE 'D ON G C-4 AND , '' ..,.,/ DETAIL 'A' ON OWG. M-1 l i ' '. ! , CONSTRUCT 12" PVC SCH 80 VAULT VENTS PER DWG, M-1, ' < I l '• i i i ! , ; CONSTRUCT PVC SAMPLE LINE PER DWG. M-1 AND M-2. i I ' 1 , ! , : JOIN EXISTING PIPE:. VERIFY LOCATION, DEPTH, MATERIAL, TYPE OF CONNECTION ANO DIAMETER BEFORE FABRICATING PIPE. ' ' ' ' ' REMOVE AND REPLACE SIDEWALK PER CNB STD-180-L. REMOVE SIDEWALK TO NEAREST JOINT. REMOVE AND REPLACE A.C. PAVEMENT PER CNB STD-105-L. AREA AROUND PUMP CANS SHOWN IN BOX SHALL BE SHORED BELOW ELEVATION 75. AFTER INSTALLATION OF PUMP CANS, BACKFILL AREA WITHIN SHORED EXCAVATION UP TO ELEVATION 75 WITH LEAN CONCRETE. CONSTRUCT CONCRETE ENCASEMENT PER DET~L 231 ON DWG T-5 INSTALL 4" PERFORATED PVC UNDERDRAIN PIPE. REMOVE INTERFERING PORTION OF 12" WATERLINE. CONNECT DRAIN LINE TO EXISTING STORM DRAIN MANHOLE PER PROFILE D ON DWG C-4, INSTALL NEW SEWER CLEANOUT PER CNB STD-400 AND 406-L AND PROFILE F ON DWG C-4. INSTALL SEWER LATERAL WITH CLEANOUT PER APPLICABLE PORTIONS OF CNB ST0-405-L AND 406-L.- 64 . 65 69 70 71 72 73 74 G] E] 77 78 79 MATCHLINE FOR GRADING, VALVE VAULT VENTS AND ELECTRICAL CONDUIT TO 16TH STREET RESERVOIR DRAIN VAULT.. • EXISTING EQGE OF PAVEMENT. EXISTING STORM DRAIN . RETAINING WALL PER DWG S-4 fl' SEWER BY OTHERS. VERIFY MATERIAL. SEE DRAWING S-2 AND E-3 FOR TRANSFORMER PAD. 30" WATER LINE BY OTHERS. VALVE VAULT BY OTHERS. ( REFER TO 16TH STREET RESERVOIR PLANS FOR RESERVOIR OUTLET VALVE VAULT PLANS. PLANS FOR RESERVOIR. REFER -TO 16TH STREET RESERVOIR REFER TO 16TH STREET RESERVOIR ___ __,,......,--~ PLANS FOR CONTINUATION • OF ELECTRICAL CONDUITS. EXISTING CATCH BASIN, PROTECT IN PLACE. • EXISTING GAS UNE. BY OTHERS. SEE DRAWING E-2 FOR UNDER GROU_N.D..ELECTRICAL CONDUITS · IN THIS AREA. SEE'. DRAWING M-8 FOR LOCATION,-J .. f . I I. J DISINFECTION CHANGE OROER . ADD CATHODIC PROTECTION REVISE SHEET NO & ,,· APPROVED UTILITIES DIRECTOR ~ENO 38799 E'------~- 2:Q1 PM DWG LASl EDITED ( 1\,6TH --STREET PUMP STATION ,, • ! YARD PIP.ING AND DEMOLITION P.LAN / CITY OF NEWPORT BEACH . W-5231:..S C-1 ' t-----=.,----1 UTILITIE~ DEPARTMENT SHEET PS7 OF PS6 • ' • ' ,-, A GRADING PLAN SCALE: 1" = 40' _ __,__ --~~---'-•:':· :~;~.:==;:_:'_:'"]_!"~!.:~-===--=------------T,. ==i . • • ·-. : _.:;; ...... ... .. ..... ..... .. " ................ ,_., " .... ··;: ... . .... _ ..... -· .. , ....... , ......• B PARTIAL PLAN SCALE: 1" = 1 O' ....................... ........ ___ .,. .. __ ,, . ... 1:40 • .. 0 20 40 80 SCALE IN FEET . 1- (f) I 1- <.D 63 64 65 66 E] 68 72 73 75 77 81 82 83 KEY NOTES: SEE DRAWING M-1 FOR VALVE VAULT, MATCHLINE FOR GRADING, VALVE VAULT VENTS AND ELECTRICAL CONDUIT TO RESERVOIR DRAIN VAULT. DAYLIGHT LINE AND LIMITS OF GRADING. EXISTING EDGE OF PAVEMENT, EXISTING STORM DRAIN. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR FILL STOCKPILE AREAS AND CONTRACTOR LAYDOWN AREAS. SEE DRAWING C-1 OF RESERVOIR DRAWINGS FOR GRADING SOUTH OF THE MATCHLINE. FINISHED GRADE ALONG MATCHLINE IS 105.0 30" WATER LINE BY OTHERS .. -€-OORDINATE NORTHING EASTING 0 N2,177.781.03 E6,047,578.23 0 N2.177,781.48 E6,047,503.23 LEGEND ---1 00---EXISTING CONTOUR VALVE VAULT BY OTHERS. SEE DRAWING R-5 OF RESERVOIR PLANS FOR RESERVOIR PLAN. EXISTING CATCH BASIN. ---,100>-----FINISHED CONTOUR PAD EXTENDS 5 FT. MIN. NORTH OF PUMP STATION. SEE DRAWING C-1 FOR FOR DEEP EXCAVATION AT PUMP CANS. SEE DRAWING C-1 FOR FUTURE ELEVATION AT NORTH SIDE OF PUMP STATION. (NOTE: THESE ELEVATIONS GOVERN FOOTING DEPTH). CONSTRUCTION NOTES: AREA AROUND PUMP CANS SHOWN IN BOX SHALL BE SHORED BELOW ELEVATION 75. AFTER INSTALLATION OF PUMP CANS, BACKFILL AREA WITHIN SHORED EXCAVATION UP TO ELEVATION 75 WITH LEAN CONCRETE. & & TEMPORARY FINISHED GRADE SLOPE .---FUTURE 2: I SLOPE 1 .5: 1 . 1- (f) I 1-<.D ..---- PUMP STATION ' SLAB= 105.5 TOC PUMP STATION DWGS w z __J I u ~ 2 DATA REMARKS POINT ON POINT ON RESERVOIR DWGS MATCHLINE MATCHLINE ELEV.= 105.00 .---::;oi l====ii====,1::====:::::i:::l=l====I t--------------'-· - - - - - - -1/ / ELEV= -t====::::'.I 99.00± .. ·t~ L ,...__I·----+.' 1~1 --+---'-• •-' CAMMONIA • SOl:UTION RESERVOIR ~~----"-·'GAS·· . ~---CHLORINE SOLUTION 30" WATER LINE SLOPE 2: 1 + ' EXISTING~ _ GRADE -ELEV.= 75.00+ ---------------------------- BY OTHERS EXISTING 36" • STORM DRAIN 39 ' 4 0 ,____________ JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEi<, CA SANTA ANA, CA • SACRAME:NTQ, _CA SAN BERNARDINO. CA • TUCSON, AZ SAN DEGO, CA , BAKERSFIELD, CA VISALIA, CA • LOS ANGELES, CA . C 3·"15 Jl.N 3·27-95 JLN DATE BY lL ELEV=57.64 SECTION SCALE: 1'' = 1 O' --• '{,.,,,. APPROVED 36" OUTLET LINE C-2961-8 16TH STREET PUMP STATION 38799 GRADING PLAN l::.EV\5E SflEE.T NO --l/•i/,s DATE -~•-~"'="--GJ~S __ _ DESCRIPTION REVISIONS DESIGNED APP'D GAT CHECKED WPA DRAWN GAT DATE AUGUST 94 CITY OF NEWPORT BEAClt -W-5231-S C-2 UTILITIES DEPARTMENT SHEEJ PSS OF t'S'-2. DATE & TIME: 01/25/95 14:43c24 Yc\3894A\SCNPB003.DWG X"REFS: SGNP8001.dwg I SCNP8102 I SCNPB202 I SECTIONA.dwg I ' • • ••···•·•···~···•·····-·~·········"···•····.··+-· . : . : : . •·::::J· •• : : : : . ··-···-. : : : .... , ... , ... AP.P.RQX •. )Nf.ERIM ... j3.RA¢)E, .... WNE. ........ , . . ...... ;i:. , .... t:a·,···•·· .. 'f t::) ...... ,. .••..• ····;i:··;.;·:u:r . • n w-•-·"··t'll +·~ -: : : : : : • : , . : : : i ! . ~ • i . . ; l I ! - . : l ! L ~ i ! i · : i : i ~--'-····· -·········-.. .... ' ' ... , ...... , ..... ,.,..,.,.....;.. ............. " ......... -............. _, ______ ... ,-· ...,·~'-;--;--;---;---;---,'--"-e---,--+---;-i _j : : r -··: . ! I : ' . ' ' ' . ' ; ' . . , : : , . , :--r .....;;.:.; : ... i . , .. ·-~: +1 .....,:'--'-! ..;.!. cl_t1_0;3.1i : · , · · ··r ... --........ ·-· • -••• -••• ' • ' .... ' : ' : : --~, ... --,'--'-'--+-,--'---+-+ . .,,, __ ,:,re. .... ~--: •. : : . ' : .L....a.-+-...C: ...... ~ : .,-,-._.;-, j i j ! ___ ;_. i i ' : • l ; ' : l i '"--J--+--e-~~j ~l .. J....-;.-'--+--+--+--s-e----S=+-"-1--+-..+-. --'"--[ '. ! ..... '. .... ) ___ )._,__..._...,. I ··: ... i ••• ~ .... ~.: .. : ·1:·J l . . i : . . . : . i . . I : ~ ; : r·I .... ......... .·_ . .· ............. Ii!) .............. '5!. · .. .:?;.~ .. a::· .. ·-···· .. • .... o .. , .................. , ...... ,: ...................... , ..... _-·i-.. ··in .l:[ ......... {l)' ... 0 ... if! ... , ..... : ...... , ................... :. ~=:~:~:~ .... ! ..... ....; ..... !::!~:: ~1--\,__ ....;;_ ........ --=-• ::! =~~!=~=:: ... ll--... ~·1= ... ..,.+l.-);..... •• •• 1 ··1 ···1 • ! •• i. ··::~::1::::: ................ · __,___.;._,l ..... l ...... l· ··r:~l .. : ::::! ...... ! ..... l ... ..l .... .i ....... : ...... l:.::~:::::.::l ............ j ..... : ...... ! .... :.J a--,-,-+-,-;, •->c -1'4-,-,,. ••1'· -rk •-··+ •·-.1 .... •"< -.• -+-,---+-"--->~~•-•· i .. ' ' :. ..... . [ ... JJ5 : i : ; • ~ ' ~ ; i i ; , . . . . . . ; ;w, ; : : ; i I : , 9 : : • : . ARPROX.: INTERIM GRADE LINE: ; I .; ............ , ... j~-'---'--'---' !--+-+-e--+---e\· .~~--'--'-~ '-'-'--'---'-: ! : : ' i • ; ~ t ; 1 , i i : -btd i. :.: ~_,__, i i i ! • . 1 ~ _ .. , ...... · -tr.'.t,1, ' • ~ • -• ~ ' ' : ' a . p..~ .... :cl.~iltk; ..... .p....i.... ....... + ........... ; .... ·¢0NSTRt1e'li• .. -4·4··60 .... t± .. f"•• .... :,-oi'····CMt+~t· .. fllt .. ; ..... , ............ , .... +·-·f .... •i••••e ... ..;.-+ ............... , ...... ~ .. + .... ; .... , ..... t··+· .... i·-··'· .... , .... ~ ..... ~ ..... j CONSTRUCTION NOTES: CONSTRUCT WELDED JOINT INLET~THIN 42~5" THICK JE CASING WALL FO G. EXTEND SING 12" P EDGE OF AND L NULAR C WITH GR INSTALL 36" FLEXIBLE COUPLING WITH HARNESS PER DETAIL 406 ON DWG T-6. COUPLINGS TO BE SPACED 4 FT. ON CENTER. INSTALL SLEEVES PER DETAIL 425 ON DWG T-6. INSTALL 30" FLEXIBLE COUPLINGS PER DETAIL 406 ON DWG T-6 . INSTALL 30" x 36" CML & TW 1/2" THICK WROUGHT STEEL CONCENTRIC REDUCER (PE x PE). . -sTB?L.. 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N .. ~ ... ~ l l ·1-+-+-+-+-+-+-+-+--+--i--i--t'···••-,.i • ~~ ~ ---1'-f--,f ·!--+-~·--·--...... ~ t H--+--+--i·-· .................. , ····•1-+--'--'--i--i l l i l I • • I ! ~ . - . I ··•-·· .. ······'-·-•-l--••·--···--·--' : ' ; 1 • . . . ff•H••i••--•••i--••"•!••--•M LDJ;:;~-;_-:..-.:..r::..-:..-:. .. • . +••!/+ . i .. · 1-+---i-+-½-f-+--!-+-i i . • i ; : / F·'--'--f--i--i---i---i--i;.._;,-,-i---~ ' . . ; . ; . . . ---------•••~••••••••• .... • .. ~•••• .. • .. •-••••0•••--•-0•••,"•I ; i ~ i j ; ' ' ·1 -~---'~J , : · ! i 1 : ! : : i .... --r .l ···1 --··r ··1···q·+1·00····'--; -'--1--'--'-'--'--'--'--'--'--'--'--..... .J-.................. -... -'-... -' ... ---'i-.... ""'..1'" .. "' ..... '".-. '--' ; -~·50··•· -----r-·-r--.. T::::r::::r:~:: ...... L .......... L. .. .J:::;:1:::~:r:::[:~::;:~::1::::r··--"""T .... r ..... --·--·r--1r~u·p····~ 1 1 ! 1 l ; 1 ~· : : ! : !: : ! !: : ; : l =~: i : : : ' : ; : : : ! !-rt)' + !PROFILE '-r iVAtV ; ~ifl.t;JdTi o~~tN-'---i +--+-~i-i_,_!l. L .... , .~· ~!__,· ! ...... i•:::·1: .. ···!·'"····1· .. ···1::.:~ !-.. ·-j--····! .. ••• .. 1··-:·i.1--_-· ~-L-1· .... , ...... L ... 1_ ..... ;.I·--·--, .. ----J:::::::1::::r·--i--.. --1 ...... 1 ...... i ... T .... l,: ...... fi ..... i,r:::::.i:::::i.'::::1.!. igtJ _i i SCALES: :.! :.! ~~. ·:.: ~ ~.'. ! \.:~~.· ~o '4.:' : -! ··l--l-+-+:::_,__!_;_!_,. .. I-i ... i__,_1 -'-+--'-:--1 .... +···--,.c .. ·;.l ..... l::·: .. ·[·::r:t .. ·1 +-l~L-~, ~-1-~~_,.__,__,,.,.,. i ...... : .. , ....... , ....................... ,.... ' = ' ; ; ~ ~ i .. , . . -. ·. CONSTRUCTION NOTES ' ' . . • CORE DRILL EXISTING WALL FOR PENETRATION.· •. ·/ .INSTALL 12".x 6".ECCENTRIC REDUCER .. . INSTALi .. SLEEVES PER DETAIL 424 ON DWG T-6 •• INSTALL FLEXIBLE COUPLINGS PER DETAIL 406 ON DWG T-6 • INSTALL CLEANOUTS PER DETAIL 235 ON DWG T-5 • KEY·. NOTES: SEE DRAWING M-1 FOR VALVE VAULT. TERMINATE CONTAINMENT WITHIN VAULT SEAL CONTAINMEMT END PER SPEC.--~ EL TO MATCH TOP PLAN CONTAINMENT PIPING E OR "AMMONIA ION CARRIER PiPE YP 316 STAINLESS STEEL LIO WELD 1/4" TREAD -OF FUTURE PAVEMENT PLATE TO GRATING (H-20 LOADING) • SECTION APPROVED 212 TYP SIM C-2961-B 16TH STREET PUMP STATION JOHN CAROLLO ENGINEERS D.SINFECTION t!HANG£ CJKDER PIPING PRORLES PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA., CA • SACRA.~ENTO, CA SAN BERNARDINO, CA • TUC50N, AZ SAN DIEGO. CA • BAk'.ERSFlEt.0, CA \IISAUA, CA LOS ANCELES, CA 3·Z7·9 DATE BY. ADD VAUL.T, PE.TAIi.. AND RE.VISE. SHEET No: •~ DESCRIPTION REVISIONS ·• -,1~,1 .. APP•D DATE • DESIGNED AKW CHECKED WPA 1-·z:!.-'!5 DRAWN GAT DATE AUGUST 94 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5231-S C-4 SHEET PSIQOFPS<M DWG LAST EDITED BY: SLC USER LOGIN TIME: JANUARY 23. 1995 3:58 PM DWG LAST EDITED ON: 01/23/95 16:38:54 DWG NAME: Y:\3894A\SCNPB011.DWG XREFS: SGNPB001.dwg I SCNPBl 11 I SCNPB116 I SCNPBl 12 I ' • ,. .; • • If//// ! f & INSTALL SIGN PER CITY STANDARDS LOCATE AS APPROVED . BY FIRE MARSHALL SPRINKLER SYSTEM 949 W. 16TH STREET R/W~ ·1--------i', 8" W (M.C.W.D.) ----------------------1 4"G ------·-................................. , ......................................................... ---, = = " n I ~-! ! ii i ; ir ii I I ii:-H (/) z (/) <( w ...J ii1 a. - lo I I"') b I ______:._ i----4" CLASS 54 DUCTILE IRON PIPE B SECTION SCALE: 1 / 4" -1 '-rJ' FABRICATE W/STEEL ~-+~,;,lHQT-DIP GALVANIZE AFTER FABRICATION 2'-6" SQ OR AS INDICATED ON THE PLANS p a· (TYP) / .,.-,t----H_o'r -DIP GAL V 4 TEEL H-20 GRATING #5 0 12" EW CENTERED (TYP) . . I l Ii II I p CLASS •c• CONC FILL ;:: t:J (/) ~====l ~i;:1::l+f ·-t \ ··-; ... , ; :: ; .: • I ' 11 ><·-... :\_:··· ... \._>·-.>-.>-.:;.:·· .. >:--:-·-.. ··<>·._ \.--.,._··· ... _-•... ,.><:<u:.> .: ·-.. ::...::-. 1_·,-{·· •. _>, .. :·· . .._:,~:.~-c \-V ~ t==~§~~~~~~;---==~~~000~~----~···. ~--------\· -----~·· ••. ···~·· •• •• ::-;·. 0.~-~-5---22-___ 5_'~~ ./ _---:----_1',,,--l',,,· :.....::,: •• :,_'.~,:::r-: ••••• ·.-_1,,,,:· \,.,,. ·--,. ·-.. _ \_ \_ -. ___ ---. __ \_ ·-. ·-. ·, .... ---._·-.. __ ·-. __ ...... ··· ... ·-. ___ ·-. ___ ·-.. __ ·-. ___ ... _:·--.,_ ----1 i-, r----l .l ·-~--.~ -.. ~---......... .! -----i-tMI~-¾ • '· ! ~ ! l l ':i i i , N I • I .................. ,. •;!::,.,f••• H ---•• ... ONHOHOHO•O .. • .. ••-•• ... :::i :, ,:. ............. , .................... -............ ; : ~·ti ~ T , ~ :::f :: .. :{'::: :::·::: :::·:::-:::-:::-::: .. ::• :: .. ::J-:/:-r-:::-::-:~:~: l;}::•::: .. : .. :: .. ::: .:: ::..~:~:t.i • • .......... ~.-1.·.· .:_ .:_ : : : : [; : 1; 'i ' ! i_ 1 ! ::: :E . : . : " ';: r--=---...:_;.... _______ ~t_ __ .,. -----•== ____ . '·--------------. 1r--------------------~T:----------------------~ 11 . • I.I I I • • 'I' • 11.. I I I I' I I: 111 I I 1,/ J 1 11 l i l RESERVOIR ...... rt· 'I' •.. •• • I _ .. ...... .. I I • . I I • I' I • I I .. . . I I I t • .. 1,1 ti I Ir·._ l'I • I I I I, I I I' I I I• I q1 I , I 111 I I A SITE PLAN SCALE: 1" = 20' ,.•··· ti : ! : : I 'l i ' ' 11 ' I ' . l 1 : <i,i,:ii: ,~, , : 1 I i I i I i IT! a UJ : : LI) : : ; : ;; : , \ jmj \ \ \ ~ 1 ' ' LI) ; w I 1 ,. ' ' ' ... -·•·'•''·._i~ o ' l ¥ i; l : : :: : ~ ,-----;-;-' ;"* i-,---, . i I -106 -r !· !~ ! i ' ; ,.,; ; l···+·{·+l····i·. ~ • 1 f ! f : V, : ; :: c.:, ! ; !! ~ I ! I l £NOTES I .• Bl.i~IED SPRINKLER SERVICE PIPE SHALL HAVE 3611 MIN COVER. I 2. ALL UG PIPE SHALL BE FLUSHED BEFORE PLACING IN SERVICE. / 3. PROVIDE THRUST BLOCKS PER CITY STANDARD 510-L AT ALL UG FITTINGS. SL'OPE 1/4" /FT w • 0 /· 4 6" ::J "· ' 0. J en 4 ~ " " . , p I • ' ~~ V . ~ I "COMPACTED C 212 SECTION SCALE: -20' ~-2~ CONSTRUCTION NOTES KEY NOTES 4. UG PIPE AND FITTINGS SHALL HAVE RESTRAINED MECHANICAL JOINTS. 8 @ @ @ .(§ (§ @ CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 231 ON DRAWING T-5 INSTALL ff CLASS 54· DUCTILE IRON PIPE. INSTALL ff X 4•. DUCTILE IRON FLANGED TEE, INSTALL 4° WAFFER CHECK VALVE. UNITED MODEL 205. INSTALL 2 1/2" X 2 1/'1" X 4" 90" BADGER-POWHATEN FIRE DEPARTMENT CONNECTION. JOINT EXISTING 0 PIPE INSTALL REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER CNB STD 520-L. SEE DRAWING M-9 FOR CONTINUATION. FIRE DEPARTMENT CONNECTION TO BE APPROVED BY THE CITY. EXISTING STORM DRAIN. 1 :40 0 20 40 ,_. SCALE IN FEET • 80 I . I ! \ \ I : . JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAI-IENTO, CA. SAN SERNAROINQ, CA • TUitSON, AZ SAN DIEGO, CA • BAKERSllELD, CA VISALIA, CA • LOS ANGELES, CA 3·95 J Lill ~ MISC CHANGES TO FIRE SYST~ 3·2.7-~ JLN DATE BY DESCRIPTION REVISIONS ® CONCRETE SPLASH BOX C-2961-8 APPROVED APP'D DESIGNED GTX CHECKED -WPA 38799 DRAWN GTX DATE SEPT 94 16TH. STREET PUMP STATION FIRE SPRINKLERS -SITE PLAN CITY OF NEWPORT BEACH W-5231-S C-5 UTILITIES DEPARTMENT SHEET PSl'I OFPS'-2. DATE & TIME: 01/25/95 15:50:30 Y:\3894A\SCNPB004.DWG XREFS: SCNPB201 I SCNPB101 I SCNPB105 I SGNPB001 J SSNPB355 I SGNPB106 J X:\TYP\TYP355.DWG I I r . ', 4:. , ' 147 r-1---LAl?DErc:. • ' . ' • ; ' ' 7 A4 T'r'f'I CAL.. I G.PLC5 }- w _ _J ..l 1 • '::>I..Ol"E ( llJ & J/l A4 I I I I I I ~1 I I I I - ~, ~~L.L ~I I I I I I I I I I · II~ I I I I I I -I I I I \ I A4 el.OPE • @TYP A4 354 ALL T-S l,JALL-~ ~LOPE L. >-IU _j _j ~ - I 11 I I I I I I I I I I I I I I I I ' -4 I r--~L I I I I I I I I 11 ( SI.OPE .· t I I I I I I I I I I I I e>ELON-----jl~ I I I I I - ~ T'rf' 4-PLCS. A4 ROOF PLAN A-4 _RO,OF NOTES @ ~CVF MAicH/Bt<.YLl<SrHT, VJS~IFT'. l.C)CA.TION Ae>OVE 'E. OF ~TER PLIMf> e>E LON , ~OOF ACCE:5S HATCM ~ VERIFY L.OC.o..TION 1-'JITU !ADDIS~ t>ELOv.l, 60LIPPER. • At.10 oO~NSPOUT, 'e>EE OETAILS -PAINT, 'HVAC UNIT ON SELF FLA-SHINC3 CIJKe>, ti,: P~E:.FAe.12-IC.A1'"tsD Me.lAL COPIIJei PE=!<-, D~l~IL-GI~ -PAltJT,- ., exi4AU6T veITT, 51:=E: @ . 1, MIN ~F 5LOPe TO bE 1/4" PE ... ~, eiulLT-Uf=' ROOF ~ "CL.AGe, A• • . • tl4,G,E PLY •• 40~ JOHN CAROLLO ENGINEERS 4 Pf' M OF FlbEPGil cM:iC • • Aeif'HAL-1 .PITOU MOl='F'INGI-4@ 21;;, i...ee>. ~00 Lee ~f'HA.I.. 1 FlO::'O Cad.T--,----:. 7~ LeiS ~RAVEL ·. -euP-F;c':.ce, •. 4a? L.ee • / ( / PHOENOC, AZ • WALNUT CREEK, CA SANTA NtA. CA -SACRAMENTO, CA. SAN BERNAROINO. CA • lUCSON, AZ • ·-SAN DIEGO, CA • BAl<ERSFlELD, CA ' ·'ASAUA. CA -• _ LOS ANIZI.ES, CA' DATE BY • DESCRIPTION APP1l ()£SIGN~ PJ R llRAllN PJR CITY OF NEWPORT BEACH .' .• W-ISZ~l-5 A-I ... ~ ~J~ OAIE 1-"'l"!;, Ulll.lTIES DEPARn.tENT • • SHEETPSl2Cf'PS1; __________________________________________________ .... _____________________________ ....,..._ ______________ ....._ ____ .....,il,lo REVISIONS '· • . • .. . .. ·,, ; . '' .: • .,. , ••• ' • -·-· -~ - -J" • ··-· -_.,,._ _.-; ~---.....:... •• ~ -~-'-'--'-'~:.' .... --~'-~--• ....,: ..._.-_:_,__: ;_:~ .... -~-~ ~ •• ,;... ;.. .. :,~ -_,_ .... -~ ; ~, ... .: ---~ '. -. : i. -.. ,. :. '. _;,~_ ... '._/ .•. .: ..,_ -...: .. .,,,. -·' ',.;, .. -..,;..~ :.( ... •. ---,· . ., ... ,_._,·•----· ' .' ..... .:.. -... .:. --'~ __ .:__ __ :_.,, '. _,;.. ·'"' ,. .. ' -· ~--,.,~ . ..:.:...: ~·:...-,::. .. ~ J ~ •• :_' -·--. - ( • I " • ' ·' ; ) -r • • i t"; -~ 1•' "' '. I ·-,. ' , I. , • •. ' . I. , WK:lt-l-lJ €),/lcr' I \12 .u,cP1 / .. .f __ ;-J_ '' ; ·•t_ -. 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I11 !:.X.TERIO~ f'LASTE.P--Ov'S:~ FLJR..f<-ED METAL. LATH' 9.4 PLASTER. 5C~Ee0 -P»-.I NT -' ' • 9,!::i_ METAL REVEAL-PA! NT 10. I CORNE=R. GUA~D AT ~0L..l..· UP DOOR.S • ' lb.?._ • Ove.,f /a,I S e,v(("' • 11 l--+--+1:: F' A3 T-2 • -~~/-:-~~ • 1e1-011 i -= I c:J ·72 T-2. ,1:-F ': F'I PE:. OPet-{JtJ 9 ~EE:-M-2 . · .--------~-· ._f!__ __ ' . JOHN CAROLLO -·ENGINEERS .. _ ._. • . . . • . , .. ~x. Al . WM.N..if ~-~CA. -:· '.-• .,._ · . -, i -I ,· J ·) • ' A4 72 cJ APPROVED . \ • . . -' -.-.-------- " ' .• .. . ' . . . . . ' . . I L 8 ~ ' . . . . ,;- I -_· --.. -- 'SANTA AHA, ·c-• -s.-iov,wono. CA~ SAN BERtU,RDft()_ ~ • TUCSON. AZ ~ DICGO, CA. • -8Al<ERSFn.O., CA -. . .....,._ C. " UIS A>iWll. (;lo : • DATE BY ' . , DESCRIP.l'ION _CITY OF NEWPORT,BEACH' w~~'2.'?t-s A:,z ' . ' ",, ' -.. • REVISIONS UTILITIES DEPARTMENT -,SHEE_TP.:,(3 OF~c&2 ' ' ~ . ~~:,Jt;~~.,L;.L,c~~:L~Li;~ 'So ;,~j..._;_~0 • ' ~-----~~-.~~;2 .. .,~,,c·.:~::~~~ ,,, ~ .. ~~.: ~~;,_-• ~-~-r-,c;~: :.~ ;~c_:_~;. ~~ .• _;_,L~~ ~-"·~•~,, .. ;,, ... _ -.... , ,_,; ,, _,r ' , • . ' .. .,,,-. ;· --•-·-. ..._, ,.Jl. ~. -~•~ -• -.•L .¢ >•,- ' -•; ' ' •'-''-\ ::-:~~--:•: :;-::·-_.,:,, ,-. ., , , \,, ',,' '.;, -~/>:·:~./:~:_~~. t/~~:_· . .-:-;-,· . r • _ _,. : .. ,. ; •• -~- ,(, ' I _, .. t ·_ . '"• -· - ' • ' ' ,. .,, -- ---+---,------t----,-k!--B.M:FKA°Me; __ , _. ~---1f---+=--=---COOX:::OFC ___ . ---·--- E:XTe~I 0~ J-t--· _,-•. -:TH~esriam.. :::_.-::-:. FTNISH • __ _I l THRESHOLD o/e 1 GYPSUM e,o/'>.~D ----- CO~N_E.F,,. BE:AO-----.........__ =l;;~· ~---;;;·. ;;l· - .3111,11 'ME.i,..._L.. STUDS a, F_JJ_B.B..LN G ::_:_:::_:_-=--,---'----ft:I o/e11 GYPSUM e,(jARO • ~~~~~~ e-.PPl:-Y W/AOHes,ve ~~CMU - CASING E:iEAO----..====~--_J ScAL..ANi HM F"-""M E :-. ---:---_Jf DOOR FRAME~ GYPSUM eoA~D - • ~f-Dl::C-l<'-1 W~ '---ACOlJ~TIC. c..E:._I l.l N'=j ----~Y.-z.'1 · ME:1AL.. 'e>TUD FLJIZ-11!-fNGj e 24 11 0.c::. _ IS -l -. 111----E:>ATT 1N~LIL.AT10N F-IZ?H f'LCOF!-S>LAB 10' 12-oOF- pe-G:io'-I tJ <ii .11<?1111'-----!o/'B-" Gi.YP€>Lln WAL-t...so~ --u,tJ~T1:;. f-L.OO(e. ,S,J..Ae> INSIJLA110N SYSTEM -. .... ' .. _ .,. ... • ___ JAME:> . STOP ~•" I u -Y4"·,:;LA6S · -.... -~ ~ HEAD s, SI LL SIM --~ II =---,..t/1--==p;f--e. -GLASS SiOP ~e:1 xi u .J---1/411 GLASS MULLION LOUVER Ci~~ef:N -rRANSOM e,e.L.o..-J _ _. v-i H e~e.. acc u rr..s ,___SE:AI.ANi '---+--H M F "-AME:. Q 1:-1 0 z Ill g ' = IS""" LOUVER JAMb HEAD SIM •. Sf:AL..ANf--t--=-.. ,-,_ t,.AASON ~y ANCHop;:. ,, '.3 f' E: f... J l"'\M e:, HM F~fl-..MS DOO~ J,AMe, HEAD SIN! -\.. ---.. , 'Z.4 GA E-.Lh.S.HJ NG TRANSOM = +-~>----....-~=~~--SE;.r, LA.NT IN'-rJJ ~ MULLION . _J ·< l1i ~ Ill I '2.4 GA Fl.ASHING -. . ~,¼,t :;==r'~ljll--H-M-FK:AME--l--'4- L 5 X '2 X. o/1a, ""1----lr' o/8 ll~Af> (B ~II i-+t--I. 0 UV E1' S, _ SCF,:..,.E;"'"'E..,,NL--- HMJAjVle:i C) HEAD 1 1~111 4-~J'~llt, t l&P t "' - I.OUYE:~ E, SCf:..E:EN -t--k~Jj '2.4 GA FLASHING -I '~f4-------+-~~......,bli!(:--SEAL..ANT ~--SHIM iOL~Ve:L .SI LL -\ :, ' SE,A..1.-A.NT ~==-- JOHN CAROLLO ENGINEERS PHOENIK, AZ • WALNUT atEEK, CA SANTA .ANA, CA • SACRAMENTO. CA SAN BERNARDINO, CA • TUCSON. AZ SAN DIEGO, CA • BAl<ERSF'IELD, CA ' \!ISAIJA, CA • LOS ANCEL.ES. CA " DAlE DY " > DESCRl'IIOO REVISIONS .HM FF.AME.---- -.t. INS Ul:;2'-C~ G . GtASS::-·-_ -- t---+---......;;,1,,:::,;_:.,.._,.._~--'>.c--'-d-----,I,- 11-J I NOOV'J FR.AM E ~ SeAL-ANT CD JAME, --. 1-0-. -+-__ H_e_A_D_S___;;;_I M_l _L_A_R ___ ----· -• I" INSULA11N5 __ ' I --- GI ASS ____ _/ --. . - ~ «) -~ ~ IN I N DOl"IJ:B-AM.e --:~ DO o ✓' T "' SE.AI.AN'T -. 3/~~\ f.11 -~ II 8 HM FRAME. , JAME:, ~ve:12-,1 c::-AL.. Ml.ILL 1otJ ' Wtt--looW f'!<'.-Ane. 111 1tJ'?ULATiotJ ,:.,L..A-:;,~ ._,_...,.,.....,~'7iir~~~~~~~~~~~S~O.::::C..UP-~ (9 WiNDOtN FFi:AME.· ce M EN1" G~OUT SIL..L... 0 MULLION 51 LL ' • IB it-JSUL.A'T"ING GLASS tvfASON~Y CAP OLOCK A~CH f1E:Ci L'.lR Al-- DETAl l'..S, ('I 0 1 APP'D DESIGNED ~ R ORA~ p J R COY OF NEWPORT BEACH I w;is-z~I-? A·3 CH[~J fl. DAlE I _ 9 r;, UTILITIES DEPARTMENT SHEET Psi4t'f f'S,:.,z ""'· ~. . . . _..__, .... ~ .. .,. 'i• -.:.•" n, -• ' .- • '!. . :'.:· I . . .. .. ,..__.,,.__ 1-1. t-1, f-f2.A. t-1 e-- ~; 411 ' ~~-'.· ' ' '•, L.IIJ~ OF' ~M,otJ~y e, E:"t' ON I? . -WINDOW HE:AD • ALUM F¥Ma._· ACR.YI-IC 00_ME.----, ' ' ."BANOLe I \ 1-J~I!---H I NG 5 nv-,~--1P ~1610.iNSUL.AilON --=:J4 cs..., sTs.eL. cu"e, //A',/' @Jf~>ff----.--e,L.J ILT·UP R.OOF e, .. • FL.I'--SH ING ' .. 1-------11-1---,_ --------· -. --' " ....... ---.... ll!:::::=-------1 C) SKYLIGHT HAiCH EXiE:.R.10"-L--ATH f, P LA:S TE 1' CASING ___ _,. SEAL.ANT-'--__ _, @ EXTE~O~ L.ATH ~ ~sTeP, - GALV ME;i PL.AS"TE~ ..: SC~E!!:D • L.OCATE 'P"E~ ~ALL E;L.EV,...._TIONS _ ' ' ' L----PE.~PE;NDICUL.AR. ~ALL. ~ V>1 rl ER.E. OCCURS I I PLASTER SCREEDS • '' ' ' ----,;METAL r.l.ASJ-1 r NG • CAP SHE:eT EL'ASril NG.ON • FACE.. OF. .CM U-~~µl.. u u...r;:; ue. ~oo pr ___ __ L8><-4>'-1/z . W/ ~411p A.e, @. 2411 0.c.. u I NTEl<-.101<-. INALL •• ~ E:KiERIO"- ~ --1.:A"J'.B::~~----~ t= ·F'LAs,e~--,._ EX.TE F-10" LATH E-i FL-AST~fc:. 2.4GA6AL-V. MET.fl.ASHING !S.EOPR.E.NE.~;S:K~E~T= ___ :=~;i:;-;_===--1-.2.GA FLASJ-IING .NAIL.e" - CHANNEL COJl'..Jl!:i MOUN TI. tsG...OOL-iS SHAP~D Z >< ----->f"~?tx MAINTAIN !..EVE.I.. 10p ~u 1t.r-u~~oF ® l"s/C EQUIPMENT CUF'-E> ~"NT -----.. :-META t:; •• -•• -=-::...:..: --·cl.AMPING 1'1NG----..._ F1'EFOF:..MED 24GA GAL\TME:T,.i.;. L --?..:.. -FLASHING----.. S EA LANT---. E:>U I LT· LIP R.COF. ~ PEN'ETRAi ION JOHN CAROLLO ENGINEERS PHOCNIX, AZ • WALNUT CREEK, CA SANTA ANA. CA • SACRAMENTO, CA SAN BERNARDINO, CA • TIJCSON, AZ _ SAN OIECO, CA • 8AKERSF1El.D, CA '-1SAUA, CA • LOS ANGELES,' CA • DATE BY C) z )( < 2 2 -=~ --0 I = 11} OCSCRIPTIOO REVISIONS . __ ,;,._. -'-.,,;__ . ,-:,:.:..>:•.::..,.,~ .. .",.;_,_,'_,_,, .•. ••-~-.. ,.;..,,, :.•,~-•••_. .·. • ••~•~ ••-•••·••-~••·••••-•••·•a~.~-•>•••._•,." .. • .. "~-__ , __ _,_ ----.,. -., ,--~EFA6~1CATEO ME1/'I.L. COPINC:! -c.,·;;, fl~~ Yt.ll~ ><. 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I ' ' . . , .... _,, '3~ .. -T~ S"I~ --T·IP 3"1% -., ~ • , . . . T-(p ,/ , , ~ = . •' I .., ~%. 3'1/'r-c,, ~"1~"1 39~ ---T-~ -u T-" T-0 ' , -, -.... / .... / '-.,,, 393/T! 393/T: . 3"13/T! -,~, A=> 11,-A'? '¾_3 °'/24 --I 141/, 1-}A~ %.'? ¾4 -' . I A?> • QOOM .. ·':SCI-IE DUL 'e . .Re.M~Qk'3 .. I - ' LCI..N'f::R O..NO F~Wlli-'!>\01; l,.\C.W""'I", . . LOU"ER ;:>NO FQAr-,,IE /:,'f':)0-J'f:: DOOR· . . . l.OlJ"ER e.,_. 0 F R,e,.W, 'p t,.e>()'IE o 001;(, ,. j ,' ' ; I I ' . . . STG-SO AC.C.OUSTIC I . - . ~] . . . . . ~ .. . ' . . . 8 ' . ·---T -· , ...... .......::II' ~ ' . : I PAllZ--e,1-211 ;,<. ,1-o'' .. FIN1t5\..\ES ' ~ DOOR -.. ~ 4 .. !4,4.-' I n TT .. , , ' - . ,. / 0 ,/ ' -· ' \. " ' i _______ ....L __ _ / / / / I ,: -. r ; i '. I I • I IZ.Ol.L-DOWl-l fl~!:: CLl~t,.1µ AT 2-1-lf!. 1-JA.L.L. . .. . / / '•·· • " ,/ ' / "' / • ' - D □ / / ( ' \ • \ \ . • _,/ ( ( 'E· fLR. t:t,.'Sf W~LL'o ·, ce.tt..,ING'O ' REM~Q.k'.6 l~f----ooc::>e. AN c, FIZA 1-1 e. t,,H-IE:fU= -::,HOWIJ 0"-1 fl..0012-f'U,.,-J <;,.-2, 00~ NOR.i\-\ E.~C:OT o· Ol -z. MA;T. FIN, M~T f\t,\. BOI cot-Le -· Iv\~? Mb. <;:i --.. . 802. ~~ GL / 80'5 . -/ ' • ' / 504 . -.. ; .. /, .. .. ~ . 60::':> '/C'T, • ,.~. DV/L PT f)T 6(}(p CONC -MAS. !At.P.> \ &07 co~c -VIA.? -t1A.'t> - 808 CO~G T. S .. DWL PT ()WL PT -. 60UTl-4 'NE51 •· '. . Mb.T f IN, M~'T. f IN M~1-flN-' Mb.to -. M..%""~ GI.. MeT. I ~ . / ' / CIR"> 7 / .• ./ / . . ' / / ' ..,,< ....-:: • . " , 1))¾1.. GI.. PT ~ Pl' l,.C<5. T, Fr, \ ' ' ' l,\),¾• Iv\~"';, \¥.Si. . ~ .... ,. ~ ':, MA-S Me:-T. WAL.L-AT· !::::LE;C:::.T, PA-t,...JEaL- D!2,5 pl,.J L -· P'A INT. DWL. PT DWI-PT MET. ·• \ - & If'--1TERIOR Dl✓IDlNG WALL \JOTE;; f'izov1 DE: 111 I f.l'SULAT1tJ~ 6iL-l>f:o:':> AT TEoLE:l-1 e1!2-1 )ia.oOM . .. ~-. Ha.rdwaie 'l' -(EXteri"orf- 3-hing'es:..;: \·>·· • · 1 e.ich -10Cks.et· • -. ~ -t.,._ '.-~~ > TA23i4 32D (1.ji x 4-li2 N:R.I'. x 626 .-. -11 each -c1m~er.'_ . _ 4040 Wi_th hold oP,en' ·'J._·-:·,:·~ each_thresh?ld",.::··>254~, .. >. _ _ _ ,--• ,_ ,_ 1 1 .ea_~, d1oorth. • •-b~ttom 1 _.' '-.::' • 3 22 0 .2 3 . AAVs· x 11 :3 36 6 , ;~chhes 21 •8••6 . ch _ -.---: ~:. . se ... • ,wea er sea ,_; ; _ • . • ,..nc • 1n . r:_'~ !' ,3 each ~ip .; ·~·· -_·_ 345 DV ,.· - <·. ; l each drip : . • •. • . • • .. 345 n • ·;•l each,--f _.-sec~rity_·_CoVe±' pia·te at lock ·1 each,.s,t;op . • '· w 97 x_ 626 ~" c'.'• '~-_ --. Hardware 2 'JExteriOr) • . -" .•. ; Manllfactµrer ·: McKinney • , , : _ Schlage _ -~---,-·.:. I.CN. pemJco.;. • .. :':. Pemko • ,\ :. Pemko -;·_· -~' .. __ - _Pemko • . PemkO. ,- / ), . -. , ' \. ". Hardwarg ·3 f!rtterior) . . ''. ·_, • .. :3 each:hi.nge•.·· .... ··,:TA2314.:nn'·4.-i12 x ·4·1/2 •'6,26. '.;,99~L-· x "26D ,:,.· • ··t • ·.1 each p-~iC.a~V-~ce ,.> 99-:C:::F' .·~:260-ldoor\110 .. 1_l1_ 1· ~ach··c1QSeI" 4040·-;:,itli h6ld Open·· -·-"; 1-each'..doo:r. bottom 222AV x • 36 inches· -1 eac::h weathers·eal, • • 1 each stop . _ • Ha~~ware 4-• (Inte_r-igr) ·, .··303 AS'~ ·1/36 inch,· 2/86 inch .. W97 X 626 • . ~' ,-,' ' , . ·• j each hinges . • TA 2314· 32 4 • 1/2 x 4 • l/2 ·x 626 1 ,_ ,, ; :,:_f each locks~t. . b :sooP' X 0Rh6de's X 626 < •4 -': 1·~aCh-.c1CSer,.--·-~:·.4040·W'ith.h01d open ~ ~ :' • l each door1 bottom . , 222AY ·x -36, inches . _ r _· -'.,-i-ea·ch,.'weatherseal • -, ·<, 303 AS ,·-x \/36,_ inch, 2/86 inch· -' ' -. ' • W9'7 .x 626 . . .. -: _y BBW -;·_.,:· ·_--• -_,-4 ·e~~h·~~et hin9e§~_: ·_ .'Bal9-l1 4-1/2 ·~·-.6.?{ s .. s:: • : ,--~ ": .1 -each iockS~t ~ ,.<. ~ f: __ · • -~(actiV~ ·leaf) : • . . -_; J.c, (·1:_ea.ch chaiinbolt \sPiOss' ~--5h '~i~h,Sui-f'1C~ "S.trike ... -, .. ·-McKinney • Von Pue>rin LCN Pemko .- Pemko, BBW ., McKinney, schlage • LCN . ,• ' . .'Pemko ·:,;·Pemko, BBW •. Hage.r • Schlage·· : ._ • j,,each .hinges -:A. 2314· 320·----i:-1}2~'x 4-1/2-~-.R.:_~ .. , ~X--626 -MCK~~y-~ 'inonactive 'leaf) -• -, , ·"\ · '-,-• 1 each panic_ device, · 99-L X 26D <• _ -·,voll ,oupr1_n/. ;. ;:_\~'.·,· leach· uppex-_.;·pane1s 11:otO~--o~ei;~~io.n'<. ,. :•, • poOr . ( L eD"i f; f-1 D : coµ,, c:,oJc::::e,..E=.~ '· . 1 each closer _.\' • 4040 with ·h~lO _-c)pen .:· -_ • -LCN _ ,. •• "' -'-. • • • -; • --M.inuf.icturer •. !~~~:~~ J~~~UH ~~) , -,·. ~;'. ·,t ::; we~::;;;~r ........ ~;~:: b~t;::. 2/:6 in~-,·i, ·.-::~i 'j:•{I~:-,,:":!!~~::}:tu::::?~ .!:~:::& x 6" with. fioor strike :::ey,, ;~·• • • N:--::>T: , Di,...I L-. D0012-S> ,,· ·:~1·eachdrip.·,,•· ~:•.>_;345·,ov::--"· ,C;: --.Pemko:··-:-:-:•,:'i1J?:;<,_·:·-;<.-,;,::'.'(n;otta(:t..lVeleaf} .:.,>·,"·.~::~r-.::,,_:.,,:<?-: .,,., ' -,, f PIZ-':7. F: P: ' ' .,. , .... 4 ,__ /; • I .--....... --1 -::·.y· bi_;S" ,.-:.:u•.;.:e, :· :: ·: -::~ :.-:~ --....::~: _::_--::::: '. z-~ .. ; . -"--:: :~:-:=.:; . .:::-:~. ~ Gt t..-. l1A"=> . -r: '!>/ .,s. "· :~~~-( f-}NI':>~ •• . . ·~ ;'-\ :,:.; 'f:e:a:chh .. drst.opip·.·:: .: •. .Jj.wse9!7u~xi~6·~6·c.o.·.ver.pl,a~e ~t. lock:;·-~· •. 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F;..OOF-LINE FINISH FLOOK LINE. CM U it-JAL.L.. SCUFFE;~ e. OO.-JN5POU"f-SE.e 44&/-f-7 4 44"1 /T-7-F'AINT tv'IE.TAL FARAf'E.T COPING -6E::.E::. DE.TAil.. 1/A-4 -f'All--lT ROLL-UP MErAL DOOR. R::.FE.R TO QO::::>R,. SCHE.DLI LE DOOi<-£i Loi.JV EFZ • REFEI<-TO DOOi<--SCH 8PL.ILE LOUve:.f<'.. 5i t-,1SiALFF<-AME.·P-.cFER TOOOO~ SCHEDULE 1/1 EiAL ~ GLASS v'l IN D01/'J (1EM P Gl.ASS) Cf<.ANE POOFZ·fZ.E.FEIZ TO POOR,. SCHE:OL.it..E. METAL LOUVER ei METAL FF-AME. 1'1 EXTERIOF<. FLAST~f<...Ov'Ef<. FLIRFZED METAL LAiH F'L.ASTE:f(. SCR-EEO -PAI NT ME:TAL REVEAL-f'AI NT COF<-NE=R.. GUAP-.D AT R,OLL·UP DOOR,.$ NO. 28 29 30 31 32 • TYPE A A A C C w 3•-0· 3'-0" 3'-(J 3•-0· 3'-(j §) T'IPICIIL DDC!R f LD/11/EA . DOORS SIZE H T CORE r-o· 1 3/4" H.M. 1·-0· 1 3/4" H.M. 7'-if 1 3/4" H.M. 1·-0· 1 3/4" H.M. 7'-ff 1 3/4" H.M. DOOR & FRAME SCHEDULE . FRAMES MATERIAL DETAILS .~-----~ FACE FIN GL MAT FIN JAMB JAMB MULL H.M. PT 1o·so H.M. PT 8/20 5/A3 -. ----·-· r------· -·--· H.M. PT 1o·so H.M. PT B/20 -5/A3 H.M. PT ,o·so H.M. PT 8/20 -5/A3 ----· '---------- H.M. PT 1o·so H.M. PT 393/T-5 393/T-5 - ---------- H.M. PT ,o·so H.M. PT 393/T-5 393/T-5 - .NQIE.; DOOR GWING SHALL BE W/WIRE GLASS . NORTH ELEVATION SCALE : 3/16" = 1'-CJ" REMARKS -·-· --------·----------- UL HOW FIRE SET HD SILL RATING NO. 5/A3 2 LOUVER AND FRAME - - SIDE LIGHT ----- - ----··------------. 5/A3 2 .LOUVER AND FRAME --SIDE LIGHT -----. -·----·-~-------------------· --·-.. ---------~- 5/A3 2 LOUVER AND FRAME --SIDE LIGHT ----------------~ ----------.. --·-· -- 393/T-5 - - 3 PANIC DEVICE ----------· --------· -----·----· ---------------. ---. ------, ----- 393/T-5 --3 PANIC DEVICE • C-2961-B JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK. CA SANTA ANA. CA SACRAMENTO. CA SAN BERNAA□INO, CA • TUCSON, AZ SAN 01EOO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES. CA 3/96 JE '4 RELOCATE DOOR DATE BY DESCRIPTION REVISIONS APPROVED (ACTING) UTILITIES MANAGER R.C.E. NO __ _ DATE ______ _ DESIGNED APP·o HRR CHECKED DRAWN RCP DATE NOV 1995 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER ARCHITECTURAL ELEVATIONS, DOOR & FRAME SCHEDULE CITY OF NEWPORT BEACH W-5231-S DA-I PUBLIC WORKS SHEET OF DWG LAST EDITED BY, RCP USER LOGIN TIML JANUARY 16. 1996 8•08 AM owe LAST EDITED ON. D1/16/96 11 :08.36 owe NAME, H,\NP _BEACH\38948\SSNPBD5J uw," XREFS, SGNPBDO 1.dwg I SSNPB505.dwg I SSNP8506 dwg I SSNPB5 Io I • • •' :----.. -=------------:-----------------~---------------- GENERAL: ', ~. 1. THE CONTRACTOR SHALL VERIFY All DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY.THE ENGINEER OF ANY DISCREPANCIES. _2. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION • SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON ORA WINGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. VERIFY LOCATION & SIZE OF OPENINGS AT ROOF, FLOORS, AND WALLS WITH ARCHITECTURAL, MECHANICAL. AND ELECTRICAL .PLANS AND AS REQUIRED FOR EQUIPMENT FURNISHED. FOR ADDITIONAL OPENINGS IN WALLS, FLOORS, AND ROOFS SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. 5. DESIGN LIVE LOADS: A. ROOF: B. FLOORS: C. SEISMIC: V = ~~ w D. WIND: BASIC WIND SPEED -80 MPH V = Ce Cq qs l 20 psf REDUCIBLE 200 psf Z=.4. 1=1.25, C=2.75, Rw=6.0, W=TOTAL DEAD LOAD Ce=1.2, Cq=1.3, qs=16.4 PSF. 1=1.0 6. CONSTRUCTION LOADS: STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL. LOADS ON COMPLETED STRUCTURES. DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. 7. INSERTS AND SLEEVES FOR PIPES, GATES, ETC. AND EMBEDED ITEMS SUCH AS CONDUITS ARE SHOWN IN MECHANICAL AND ELECTRICAL DRAWINGS. FOUNDATION: 1. FOR GEOTECHNICAL DATA REFER TO REPORT BY CONVERSE CONSULTANTS DA TED NOVE-MBER 3, 1993, MAY 9 , 1994, AND_ JUNE 1, 1994. • • 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 3500 PSF . CONCRETE: 1. REFER TO SPECIFICATION DIVISION 3. 2. LOCATION OF CONSTRUCTION JOINTS SHALL BE APPROVED BY THE ENGINEER, IF NOT SHOWN ON DRAWINGS. CONSTRUCTION JOINTS SHALL BE ROUGH AND CLEAN. REMOVE LOOSE AGGREGATE AND DAMAGED CONCRETE; REFER TO {ijj_ AND~ • ~ ~ 3. PROVIDE 3/4 INCH CHAMFERS AT ALL EXPOSED EDGES. 4. VARY THE TOP COVER OVER REINF. IN SLABS AND MA TS • TO ACHIEVE THE SLOPES THAT ARE INDICATED. IN CASE WHERE COVER OVER REINF. EXCEEDS 3" SLOPE TOP BARS TO MATCH SLOPES INDICATED. 5. FOR ADDITIONAL CONCRETE NOTES SEE @ REINFORCING STEEL: 1. REFER TO SPECIFICATION DIVISION 3. 2. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC .. AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 3. 4. MAINTAIN 3 INCHES MINIMUM CLEARANCE BETWEEN REINFORCING STEEL :~ :;:E:;:~N:•~::L :::v<; :.:TE:PUCED PER@ALL BARS SHALL BE DEVELOPED BEYOND POINT OF TERMINATION, AS SHOWN ON DRAWINGS. IF DEVELOPMENT LENGTH IS NOT SHOWN, WHETHER HOOKED OR STRAIGHT, DEVELOPMENT LENGTH SHALL BE PER ACI 318-89 . 5. ADD BARS SHOWN ON THE DWGS. ARE IN ADDITION TO BARS SHOWN IN ~- \ • CONCRETE MASONRY UNIT: 1. REFER TO SPECIFICATION DIVISION 4. 2. REINFORCEMENT FOR MASONRY SHALL BE SECURED IN PLACE IN CONFORMANCE WITH THE DRAWINGS AND APPLICABLE REQUIREMENTS OF THE UBC 91. 3. GROUTING: ALL CELLS SHALL BE SOLID GROUTED. 4. MIN LAP FOR ALL REINF. BARS SHALL BE 48 BAR DIAMETERS; ALL JAMB SPLICES SHALL BE 62 BAR DIAMETERS. 5. VERTICAL REINF. FOR WALLS SHALL BE CONTINUOUS FROM FLOOR TO ROOF WITHOUT SPLICE, USE OPEN END BLOCK AT VERTICAL REINF. BARS.£ 6. PROVIDE ~ SPECIAL INSPECTION FOR ALL CONCRETE MASONRY WORK. 7. STEEL AND STAINLESS STEEL: 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE AISC SPECIFICATION, LATEST EDITION, FOR THE DESIGN. FABRICATION AND ERE.CTION OF· STRUCTURAL STEEL FOR BUILDINGS. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 3. STRUCTURAL STAINLESS STEEL SHALL CONFORM TO ASTM A276 FOR BARS AND SHAPES, TYPE 304L OR 316L STAINLESS STEEL. 4. UNLESS DETAILED OTHERWISE, ALL CONNECTIONS SHALL BE MADE WITH 3/4 INCH DIAMETER HIGH STRENGTH BOLTS .. HIGH .STRENGTH BOLTS SHALL CONFORM TO A325N UNLESS NOTED OTHERWISE. LOAD INDICATOR WASHERS: ASTM A 325, TYPE 1: STEEL WASHER MANU- FACTURED WITH PROTRUSIONS ON ONE FACE OF THE WASHER AND DESIGNED FOR USE WITH HIGH STRENGTH BOLTS. AS THE SOLT • IS TIGHTENED, THE WASHER PROTRUSIONS SHALL PARTIALLY FLATTEN TO A SPECIFIED GAP, INDICATING THE DESIGN BOLT TENSION HAS BEEN OBTAINED . 5. EACH CONNECTION SHALL HAVE A MINIMUM OF TWO BOLTS. 6. . BOLT SPACING SHALL BE 3 INCHES, UNLESS NOTED OTHERWISE. 7. 8. 9. 10. MINIMUM EDGE DISTANCE (DISTANCE FROM CENTER OF BOLT TO • • NEAREST EDGE OF PLATE OR STRUCTURAL ELEMENT) SHILL BE 1 1 /2 INCHES FOR 3/4 INCH DIAMETER BOLTS UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL BE PER ASTM A307, UNO. · • . Li!fu ANCHOR BOLTS FOR EQUIPMEN~S SHALL BE SLEEVED PER ·\J.:_Y ALL SOL TED. STAINLESS STEEL CONNECTIONS SHALL CONSIST OF STAINLESS STEEL BOLTS, NUTS, AND WASHERS. ' WELDING STEEL: 1. ALL WELDS SHALL BE MADE IN CONFORMANCE WITH THE LATEST EDITION OF THE STRUCTURAL WELDING CODE OF THE AMERICAN WIELDING SOCIETY. 2. CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF STRUCTURAL STEEL. 3. ALL WELDS SHALL BE A MINIMUM 3/16 INCH, IF NOT CALLED OUT. WELDING ALUMINUM: 1. SEE NOTES 1,2, AND 3 UNDER WELDING STEEL. , STEEL DECK: . . 1. . STEEL ROOF DECK ·p AN ELS SHALL BE 30 INCHES WIDE. 2. ALL DECKING SHALL BE GALVANIZED. 3. THE MINIMUM END LAP SHALL BE TWO INCHES, CENTERED OVER THE SUPPORTS. MINIMUM BEARING SHALL BE TWO INCHES. • • ' 4. FURNISH AND INSTALL CLOSURES AT DECK END, EDGES AND OPENINGS. 5. THERE SHALL BE NO LOADS SUSPENDED FROM METAL DECK UNLESS NOTED OTHERWISE. 6. THE DECK SHALL BE A MINIMUM OF TWO SPANS IN LENGTH. LEGEND @) INDICATES DOOR. © · INDICATES WINDOW. !800 ! INDICATES ROOM NUMBER. & SPECIAL INSPECTIONS: SPECIAL INSPECTIONS ARE REQUIRED FOR: • REINFORCED CONCRETE • CONCRETE MASONRY • WELDING OF STRUCTURAL STEEL & MATERIAL STRENGTHS: -CONCRETE: • ALL CONCRETE STRENGTH SHALL BE 4OOOpsi MINIMUM AT 28 DAYS. CONCRETE MASONRY UNIT: MINIMUM COMPRESSIVE STRENGTH OF 19OOpsi. . STRUCTURAL.STEEL; • STRUCTURAL STEEL SHALL CONFORM TO-ASTM A36. JOHN CAROLLO ENGINEERS 1 PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON. AZ SAN D1ECO, CA , BAKERSFIELD. CA VISALIA, CA , LOS ANCELES, CA DATE BY DESCRIPTION REVISIONS - .• - APPROVED APP'D DESIGNED DRAWN HRR JAP CHECKED DATE RMS PAJ 1 95 C-2961-8 16TH STREET PUMP STATION STRUCTURAL GENERAL NOTES CITY OF NEWPORT BEACH W-5231-S S-1 UTILITIES DEPARTMENT SHEET PS20 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 24, 1995 1:15 Pt.I DWG LAST EDITED ON: 01/24/95 13:25:23 DWG NAME: H:\NP _BEACH\3894A\SSNP8001.DWG XREFS: SGNPB001 I • 0 -~-------- COORDINATE 0 PER OWG. C-1 15'-0" RETAINING 1--:::--"-:--ff"lil--, WALL 7 8 • 1 BOF 90.00 " N U") ,!. IX) 'lo I N "' fl5x6'- 0 COR - - b I 0 IX) ::::! ',i- I . -,,... I 0 .., :::IE ,,... I .... r--I "' u, "' 'lo I u, ,.., I "' b I 0 b I .... PER DWG. C-1 3' -6" MIN .J I 1---n~,c----tl--3' -6" .,_J II') 2-(17 0 LADDER TO ROOF f/5 0 ff W3 DOWELS TYP O • II') ,... I N 2'-6" • -A GEN. ROOM SEE@· • ,,--, ---~I} S-4 -15 A-3 ROOM FINISHES l05•5o MO ' ... 0 _I :::IE "' C.J C.J. --(15 ~-~ ---.J- 105.40 io .,,--, --, 602 FLOW LINE ;_ <.i '-+------1 (TYP) ~ T-9 98.90 fl5x6'-0" @ CORN t b '-' I 0 IX) 7 W1 r ,:; t 85 T-2 BOF 97.00 7 r i-----='+-_J 10 105.40 98.70 ,:; z1 0 ~ FLOW LINE "' 98.50 t 8'-o" 98.50 D S-4 99.00 - 106.00 BOF 97.00 MO MO MO MO 4 6 ' . 7 8 9 ~- G 12 25 35 KEY NOTES: SEE OWG S-9 FOR VALVE VAULT. ,, MATCHLINE SEE DWG S-7 FOR BUILDING DIMENSION. RETAINING WALL • SEE DWG S-4 SEE DETAIL E ON DWG M-8 FOR HVAC PLAN. CHLORINE CONTAINER TRUNNIONS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE DWG M-2 FOR SIZE ANO LOCATION OF OPENINGS IN GRATING. EQUIPMENT PAO -VERIFY SIZE AND LOCATION ON MECHANICAL AND ELECTRICAL DWGS. SEE DWG A-2 FOR TOP OF MASONRY. 1106.00 I INDICATES TOP OF CONCRETE SLAB ELEVATION' FOR STRUCTURAL NOTES SEE S-1. 7 15'-0" FOR CURB SEE 1----=--:r,,,._ BOF ~ ,-,- -----_,L-~--...J HP 106.20 ------- 106.00 1 o·-a· 6'-0" MO b I O> 106.00 ----Q ---- ~- 12·-o· MO ffi SEE DRAWING NODS-/ FOR STRUCTURAL FOtJNDA TION/ FLOOR PLAN BETWEEN @AND® (TYP UNO) 86 ' (TYP - BOF --._ 102.00 '-8" 2'-8" RNERS) OF 100.00 --- ---i'::\'-- t2.:J 8'-(1' MO I I I I W3 I _ __, I I PANEL I SEE I 106.00 ---R~~---~2~0~·-~o~·-----4+----------------------~60~·=-0"~-------------------~1=0=6=.o◄o~------~~~~--~==~~~-~-----------~~~·=-~8" ____ ~~------+---~~-~2~0~·-~0"~ _____ --J~ t-t--jr------------,------------------------------==----+-----------------'--16..:..o:_·_-o..:..·-----------'----------------------------------------------------i~G C CEILING SUPPLY AIR REGISTER I I Q) ,---VALVE VAULT 0 I CEILING RETURN AIR REGISTER 2'x4' TEE GRID & ACOUSTIC TILE + 10'-0" ABOVE FIN FLOOR@ 360 T-5 RECESSED FLUORESCENT LIGHT FIXTURE ®1------T-ELE~M~ETRY · ROOM -REFLECTED CEILING PLAN • SCALE : 3/16" = 1'-0" -~ '' . ' .. -J: ~ ,..,_' . ' -', -•". b I r-- 40'-o" 4'-o" 8'-o" 8'-o" 8'-0" 8'-0" I -----{ PUMP CAN FOOTING PLAN EL ± 58' SCALE : 3/16" = 1·-0• 3/16' = 0 4 8 • 16 SCALE IN FEET ,• 4'-0" FOUNDATION/FLOOR PLAN SCALE : 3/16'' = 1'-0" __ _ q: PUMP CANS & FOUNDATION JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • rucsON, AZ SAN DIEGO, CA • BAKERSFTELD, CA VISALIA, CA • LOS ANGELES, CA ' . DATE BY ~ :::IE CMU WALL SCHEDULE WALL THICK VERT REINF HORIZ REINF REMARKS WI 12" & 10" f/6 @ 16 1/5 @ 32 SEE SECT G~0 W2 12" & 1o" #6 @ 24 #5 0 32 SEE SECT@ W.3 #5 @ 24@ i 1/5 @ 32 NOTES: I . ALL CMU WALLS SOLID GROUT 2. ALL CMU WALLS TO HAVE SPECIAL INSPECTION 3. FOR MASONRY DETAILS SEE DESCRIPTION REVISIONS APPROVED APP'D DESIGNED HRR PRAWN JAP CHECKED DATE RMS PAJ . 1 95 5 S-6 C-2961-8 16TH STREET PUMP STATION STRUCTURAL FOUNDATION/FLOOR PLAN CITY OF NEWPORT BEACH W-5231-S S-2 -UTILITIES DEPARTMENT SHEET PS21 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 2J, 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 15:00:08 DWG NAME: H\NP _BEACH\J894A\SSNPB002.DWG XREFS: SGNP800_1 I SSNP8106 I SSNP8101 I SSNPB201 ISSNP8206 I ' • 2 TOS 122.41 TOS 122.41 ®--rtf-T-,,-/77--,/"7":,..,.-T7"77"7":/'"7""T7"77"7":7""7T7/77rh 9-/ 4x8 SIM TOS C TOS 119.67 / TOM 123.33 , ., / ROOF HATCH W/LADDER. 147 17 18 "' --X CXl u / W12x14 do (TYP THIS WALL) 10.3 do ~ U) "' ~~ "''::l I<) / 'Cl. -~I )( [6] )("' CXl CXl u ua. ~ ~ 142 T-4 W12x14 TOS 129.08 RB3 W12x40 z ~I "'1 ti 6 122.08 119.67 do do do r-- / 17 18 I (TYP All W LLS) 104 T-.3 / W12x14 do st- CD a:: do r<) r-- X -"' 1.34 ;;: 'do cp 5 I I I I .3' -0" (TYP) I TOS 129.08 1 11 (TYP 4-PLCS) r-t---::T:-_-=-.3--t ·I / / -I ~~-· ) W12x40 r: f>' CLR (TYP)--i---,, W12x26 ~- ~ ~-do do W12x26 t ~~ ~ S-6 ~ do ~ TYP @ COLUMN -~- LINES .3,5, AND 6) do 0 r-- TOS 129.08 z ~I "'I :::. ~I _JI ~ ~, 0 :::. I "' Cl 2x20.7 C 12x20.7 C8x 11.5 ~;;::::=±=:::::;;,~;;:::===::;;;,1·-;;::====:;,-,;;:====;;-;-'f,;;:::===:c;;I~ u "' u ~ ~ (TYP THIS SIDE) C12x20.7 / i :::-,, W12x40 CRANE "'"' "' C12x20.7 "' "' C12x20.7 W12x14 2'-0" CLR (TYP) "' "' CBxl 1.5 C12x20.7 W12x40 . --- 81 do ~ ~ ~ --1 ~ ?i TOS 129.08 6 . TOS 122.41 W12xl 4 / do st- CD a:: (TYP) do W1.2x 14 TOS 122.41 ~ G KEY NOTES: BUILDING EXTENSION -SEE DWG S-8. LIGHTING SUPPORT BEAM. SEE • ELECTRICAL DWGS FOR LOCATION OF FIXTURES (TYP). • .CONTRACTQR SHALL LOCATE CHANNELS FOR SILENCER AND CONVERTER SUPPORTS. I TOS ELEV I INDICATES TOP OF METAL DECK ELEVATIONS (TYP). I . • COORDINATE LOCATION, SIZE AND DETAILS OF OPENINGS WITH MECHANICAL AND ELECTRICAL DWGS (TYP). FOR DETAILS OF OPENINGS IN METAL DECK SEE 142 fl t----t----1 FOR STRUCTURAL NOTES SEE DWG S-1. T-4 FOR LOCATION OF MONORAIL SEE DWG M-2. BUILT-UP ROOF OVER 5' RIGID INSULATION 1 /'i' DEEP METAL DECK W12x26 -l+-1----------- do 17 18 do do W12x26 109 (TYP 6-PLCS) T-.3 fa ~ ~ N V r' V i _L4x4 do do do do LEDGER TOS 122.41 / / -H ~ ( v'. ~ 'b I '° r<) ~ II 'b v'. I <D @/v @ U) w ~ t:;:.t VJ '° I V ~ LL.\'-"-''-"'-''-"'-''-"-'-"-"-"-"-"-"'""'""--"'-"--'--'--'-'--'-'--'-+-"+""-',,"'-/"'+'-""""""""L.LL.LL.LL.LL.LL.LL.L'-'-'-'--"¥--'-'--'--"-''-"'-''-"'-''-"--''-+-''-"--''-"-"'-"-"'...L..'...L..''-"' '-"'-"'-"'-"'-"'-" ................ -"-/-4"'--'-'--"-"--'-'--'-'--'-'--'-'--'-'-""""L..L..L.L..L.L..+:-"--"-'-'-'-'--'-'--'--"---'--"-''-"-''-"'-"'-'-''-'-''-"r-'-"--'-"--''-"'-"'""r-" ................ ""'-"'""""-'-'--'-'--'-'--'-'--'-'--'-'--'-'--'-'--'-'-""""""""-+"-L..L..L..L..L.LL.LL.L"-'-'-'-'-'--"-'--"--'--"--'--'-"-''-'-''-'-''-"--'-"--'-"--''-"' ................ ...:....:....:./...:....:.......:......:.-'-'-L.L"'-"f"'--•• ""t"'-"-"'---", @.J / TOS 118.91 TOS 119.24 3'-0'" (TYP) .. ' ' _. :: ' . ' -. ; •• :,L,-,,,..-.,.._,_;,.;._,_~w"" TOS 129.08 TOS 128.08 7 SKYLIGHT HATCH A-4 (TYP 5-PLCS) • TOS 128.41 TOS 128.08 ROOF FRAMING PLAN SCALE : .3/16" = 1 '-0" C S-6 b I 0 JOHN CAROL:LO ENGINEERS PHOENIX, AZ • WALNUT CRE[K, CA SANTA ANA, CA , SACRAL4ENTO, CA SAN BERNARDINO, CA • rucsoN, AZ SAN DIEGO, CA • BAKERSFIELD, CA IJISALIA, CA , LOS ANGELES. CA ,. 3/16' = D 3l%J LJE. TOS 121.25 4 8 $££ DRAJJIA/8 AJ!J . .OJ'-:J FOR J'TRUC TUR~flfJ/JF FLAA/ fJ£Tk/EEN®AAJD@ 16 SCALE IN FEET • APPROVED TOS 122.41 @] I w 51 ::c ~ :::. C-'2961-B ' .' 16TH STREET PUMP STATION ·-\.., ' .. ,. ',:'f ,,-.·, . STRUCTURAL OOF·FRAMING PLAN DATE BY DESCRIPTION · APP'D DESIGNED DRAWN HRR JAP/TVN CITY OF NEWPORT BEACH W-52.31-S S-3 REVISIONS CHECKED DATE • . RMS PAJ . 1 95 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY. 23, UTILITIES DEPARTMENT-;'" SHEET PS22 OF PS62 DWG NAME: H:\NP _8EACH\3894A\SSNP8003.DWG XREFS: SGNPBOOl I SSNPB102 I SSNPB202 I i ') • b I "' #5 @ 16"0C 6'-0" i·-6" I 92.00 • • 602 T-9 6" b I '° b I ... 2x6 CONT KEY #5 @ 12"0C T&:B 1 '-6" / / 16" CMU-Hl-';"':f::,fffo- ELEV~ CMU WALL CAP BLOCK 2-/15 CONTINUOUS CMU WALL, SOLID .GROUT W/PERIODIC SPECIAL INSPECTION 16"0C 16"0C @ 32•oc RAIN WITH FILTER OR EQUAL 2-#4 W/#3 Tl %1/ ;f' -----------:-. #7 @ ff' io I "' t;--""i:;JJ.~-~'l·''=-=-=-=~--=-=;-_=~---#-5_@_----F--~----------+ • • • • 2'-rf' --#7 S@ • • • • TO DAYLIGHT AP MIRADRAIN OVER PE PER • FR'S INSTRUCTIONS Q ~ • • • • • • • • • #7 DOWELS @ loOC b:;J:.~-----#5 CONTINUOUS 9'-ff' 92.,00 • • b I ..., b I N b I N 4'-0" A SECTION S-2 SCALE ffi SE.£ DRAWING NO DS-4 1 /2" -1'-0" FOtf R£/I/S£D SECTIONS A.AND B • CMU WALL BEYOND CONCRETE SLAB • SEE PLAN .. · .• 1 /2" EXPANSION JOINT MATERIAL CONCRETE SLAB B SECTION S-2 SCALE : 1 /2" -1'-0" 119 GALVANIZED GRATING T-3 io I N b I N lo I ... V / / ELEV~ CMU WALL CAP BLOCK 2-#5 CONTINUOUS -t?t;rot':1---12"· CMU FUTURE PAVEMENT ~y OTHERS)~ __ MIRAORAIN WITH ------:-l[tl FILTER FABRIC OR EQUAL #5 @ 32"0C 2-#4 CONTINUOUS W/#3 TIES @ 16''0C FINISH GRADE OR TOP OF SLAB #7 @ 15'0C #5 @ 12"0C EF #7 @ 15'oc ~---llUI . 1/ / / b I .... / / / / / 16" CMU ' #7 DOWELS @ 15' ----L.JI. • 2x6 CONTINUOUS KEY --tHt--~-1 ff' CONG 92.00 • • • • PERFORATED DRAIN PIPE TO DAYLIGHT. WRAf' MIRADRAIN OVER PIPE PER MFR'S INSTRUCTIONS • • • • • • • • • • • #7 @ 6"oc EW (T) #7 DOWELS @ 16''0C #7 @ 12"0C EW (B) #5 @ 12" CONTINUOUS • • • • • • • • • • • • • • • • 1'-6'' C SECTION / 1------CMU WALL • FINISH GRADE 12" MIN S-2 SCALE : 1 /2" -1 '-0" ~ r/· •• '\., . PLASTER • • • • 3'-0" . • • b I ..., b . I ..., / / / GALVANIZED GRATING • • 121 T-4 • • • • • SLOPE • ,-----· CMU WALL SEE PLAN (ALIGN CMU JOINTS TO MATCH CMU COURSING) 1/2" EXPANSION JOINT. MATERIAL SLAB / (CONCRETE • • • • • • • - • • DOWELS TO MATCH. VERT REINF. IN CMU WALL DOWELS TO MATCH VERT REINF :! ----+-----+---+--' ] z 1·-0· 6" #5 AT 12" D SECTION S-2 SCALE 3/4" -1'-0" - r I • I I I 2" CLR I I @] ~ KEY NOTES: SEE DWG A-2 FOR TOP OF MASONRY. SEE DWG C-1 FOR LOCATION ANO ELEVATION OF UNDERDRAIN f'IPES. PLASTER -SEE OWG A~2, A-3, A-4. FOR STRUCTURAL NOTES SEE DWG S-1. 1 1/2" (TYP) @ 000 L DETAIL SCALE: 1" = 1 '-0" FINISH SURFACE /GALVANIZED GRATING i ✓i .. ::::.~::~:::::::::::-1 I I I I I I I 1/ / =i $ PIPE & FTG I • • • • E SECTION S-2 SCALE : 1/2" -1'-0"·.· CONC SLAB . SEE PLAN • SIDEWALK • • • • #5 CONT LJ F SECTION G S-2 SCALE 3/4" -1'-0" S-2 ' . • • • • • • • SECTION DOWELS TO MATCH VERT REINF SLOPE #5 AT 12'' SCALE : 3 / 4" -1'.-O" 121 T-4 425 T-6 PIPE SLEEVE BEYOND SLOPE ~--MIRADRAIN WITH FILTER FABRIC OR EQUAL #5 AT 12" • 1 '-o" 1 '-0" H SECTION S-2 SCALE : 1/2" -1'-0" b - _J _J iii ::, :::; '-' FOR ELEV SEE ARCH DWG A-2 I I I : v-,"t7'--;t-oo-5" CLR I I I I I I I I I I +-~-----·' ROOF I / I I I EQ. EQ. .,-t"i-',-2" CLR r---FOR REINF SEE CMU WALL SCHEDULE ON DWG S-2 2" CLR -f'-1,,f-/ / / EQ. -t+b+-:'""71--EQ. J SECTION S-2 SCALE : 3/4" -1'-0" • FILL AROUND COLUMN AFTER FLOOR IS CAST PL. 3/4 x s x o·-e: W/4-3/4~AB_ .x 9" EMB 1 1/2" NON- SHRINK GROUT r • 3" CLR 3'-Cf' SQ K SECTION S-7 SCALE 3/4" -1'-0" APPROVED C-2961-B 16TH STREET PUMP STATION __:..// JOHN CAROLLO ENGINEERS ~ k,. ,,,,o,-k . '1------------1 .3/9(,, LJ£ DI.SINF£(!T/{)N Cl/ANG£ (jRl)£/? Uiil'I IRECTOR 38799 STRUCTURAL 1---t---J'=K""'--------------f..==i R.C.E. NO.-=-"-'--'""- PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • nJCSON, AZ SAN OIEGO, CA • BAKERSHELD, CA ' VISALIA, CA LOS ANGELES, CA ~/'I~ JAP ADt>E-D ~12 CALLOUT$ ""' SEf.O~tJ ';i:i,'; DATE --~· -~1.=1--,~,;'-----' SECTIONS DATE BY DESCRIPTION APP'D DESIGNED DRAWN HRR JAP CITY OF NEWPORT BEACH W-5231-S S-<J REVISIONS. CHECKED DATE RMS PAJ 1 95 UTILITIES DEPARTMENT SHEET 1PS23 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23, 1995 8:49 AM DWG LAST EDJTED ON: 01 /23/95 15:04:55 DWG NAME: H;\NP _BEACH\3894A\SSNP8004.DWG XREFS: SCNPB001.dwg I SSNPB109.dwg I_SSNPB110.dwg I SSNP8113 I SSNPB120.dwg I SSNPB121.dwg I SSNPB123.dwg I SSNPB119 f SSNPB112 f SS~PB137 f SSNPB111 f SSNPB150 I • • • 6 • I I I I I I I I io I N • #3 TIES SECTION q;, AB'S &: CON ( TYP.) · • • I • I -I I ·• I I • I 1~--TANK CONCRETE SLAB ~ • • • \ I \ I 1---'--------l~~'---~-'----l • I / • • , . • .. •· . . I / • \ I .. • 1 3/4" C \~ - -~=t=i-~TY':_~ I I . ,,-, I 1 L -- . . . i -, . • . Y, ANCHOR BOLTS BY TANK _.:_ -. _ -f=+y-:_y • MANUFACTURER ( TYP ) . • TOC 107.50 1 /2" EXPANSION JOINT MATERIAL ( TYP ) #5 AT 1 2" ----s:--+o-•I • • • b I "' 'b I "' EPOXY COATED GRATING·; #7 ( VERT ) CONG SLAB G //~(--, • • '<!/, '-J'- A • • • • x 4'-0" WIDE #5 AT 12" OC • b I • • • ff #5 AT 12" SECTION A SECTION --SCALE : S-2 SCALE : . 3/4" -1'-0" • • . ' • 0 CONC ENCASEMENT . • ALL AR.OUND • . f, MIN • ' • PL 1 1/2"x3'-6"0 W/4-1 3/4"0 AB W/ LEVELING NUTS -\ • ' . BC = 3'-d' -s MlN • • ·. 1"· EXP JT MATL ALL AROUND CONCRETE SLAB G ~--..L..----1 • - • • • • .~ • ' ' . • / • • . I -I' . \ I ' • • . . , . f 5/t6 V -CONC ~ w ... ::; I w ::; (/1 u z ~ w <( <:J (.) w z w 0 (/1 (.) ENCASEM£N T • 2-#4 x CONT . TOW EL 107.30 #4 @ 12· 1 /2" EXP JT MATL CONC SLAB G • • • • F SECTION S-2 SCALE : 3/4" -1'-0" 1 '-6" . 1 '-0" ~'E_ SLEEVE 92.25' • • -·2" SEE DWG M-4 • GROU 0 . T .L • 4'-6" .,. • I! • • • • lo . .,f ~\ . I -. . - • l..::J c:'., • -• • • • • . -• \ '\ .. . ·\l. :5' CLR- -I . . 8 #7 T&:B Q ·~ · E SECTION S-2 SCALE . ' . • • . . . ' • b I • . N • • • I . #S • " ,., • I • • ff' (TYP) 3" (TYP) --i--i--- G S-2 3-#6 I b I ... • / • r---+--_ it SLEEVE ,102,0' PARTIAL PLAN SCALE : 1 /2" = 1'.-Q" #5 DOWELS @ 16"0C (TYP) / /1-----CMU WALL SEE PLAN (ALIGN CMU JOINTS TO MATCH CMU COURSING) 1/2" EXPANSION JOINT MATERIAL ( TYP ) I r CONCRETE SLAB G . • • DOWELS TO MATCH VERT REINF IN CMU WALL CONCRETE • . FRP GRATING (TYP) I--C12::.:0:__i._ T-3 • #5 AT. 12" QC. WATER STOP ( TYP ) .. SECTION SCALE • 3/4" -• CONCRETE SLAB~ . . b • • I • ilJ NOTE . KEY NOTES; FOR ELEV SEE DWG M-4 . SEE OWG C-1 FOR LOCATION ANO ELEVATION OF UNOERDRAIN PIPES. FOR CONCRETE SLAB, SEE DWG S-2. FOR DIMENSIONS OF PAO, SEE OWG S-2 .• FOR STRUCTURAL NOTES SEE DWG S-c 1. . SEE NOTE ON DRAWING M-7 1 SHEET PS 35 1 O'-o" __,,__ 1 /2" (TYP) !SEE NOTE & . r 1/t' R / (TYP) . • • ~-.:___---::---------t=~~,:::;'il 16 T-1 3/4" - TSTi.TREAD PL PER DETAIL 125 ON DWG T-3 IN 4' MAX LENGTH SECTIO PROVIDE 3/ 4"0 • HOLES .@ " IN COVER PL #14 ST STL FLAT HEAD SCREW @ 12·oc SECTION SCALE : 3/4" - 5 / 1 6'' ST STL TREAD PL FUTURE PAVEMENT (BY OTHERS) 1 '-0" MIN MIRADRAIN WITH FILTER FABRIC OR EQUAL • • • 125 TYP ST STL L4x4x3/8 W/ 3/4"0 ST STL' AB @ 16"0C x 8" EMBEDMENT #5 @ 12"0C EW / 6 . I N 6 I 1-. S . TL BAR STIFF. 1/4x3/4 0 24" • ><'. z ~ I (/1 I I I I I I I I 3/16 I z 0 z I 11----· TS 4x4x1/4 I I (TYP) I I· I I -. 11 -· 11 tr •.. ;f.·: -.; . ADD 2-#7 . ... 2-/17x7'-0" -o+---+-1'-0" 1 '-o" --+---+- .MOIE; • ALL STEEL TO BE COATED W/HIGH SOLIDS EPOXY COATING (20ML) ADD 2-#7 1 S-2 ' FOR REINF NOT SHOWN SEE SECTION~ '9 11 o w I I ::Jl--11--.._ I I 0 11 w I I CONG SLAB eh DETAIL SCALE : 1/2" -1'--0" 103 T-3 SIM W8 --r---i-.,-6" EMBEDMENT 2 DETAIL w l-b o I z io w w (J) b I N ! BOTT OF FTNG , t' CLR S-2 SCALE : 3/4" -1'-0" PERFORATED DRAIN PIPE TO DAYLIGHT, WRAP MIRADRAIN · b OVER PIPE PER MFR'S I INSTRUCTIONS ... 4 H • • • • • FOR REINF SEELD ~ DOWELS TO MATCH VERT REINF SECTION SCALE : 1 /2" - _,__ __ 4 JOHN CAROLLO ENGINEERS· PHOENIX, AZ • WALNUT CRITK. CA SANTA ANA, CA • SACRAMENTO,, CA SAN BERNARDINO, CA • TUCSON. AZ SAN DIEGO, CA • BAKERSFIELD, CA VISAlJA, CA • LOS ANGELES, CA - ! J 30" tTEEL WATER PIPE SEE CIVIL DRA1NGS SYM ABT --1----,.,,>-· 9" CLR MIN SECTION SCALE : . 1 /2" - • 3 1 '-0" APPROVED '· ~-k .,J--- 16'' ~' ~ C .. • •· • DETAIL 3-#7 DOWE LS H EF TO MATC VERT REINF /W/2-#3 TIE s@ a" • "' - ' "' - SCALE : 3/4" -1'-0" C-2961-B 16TH STREET PUMP STATION 3 1% LJE /). DI.SINR:CT/OAI CHA.AIO£.OR[)E/i? U~IRECTOR 38799 ~ R.C.E. NO.~~~ 1'----t----t'=se='-------------+~cc-1 STRUCTURAL 3-'2.1-~ JL~ &itEV1$E SEC.TION D. AN:) l'ETAILS I;~ DATE • ,-._~ • .,, DATE BY I "-DES.CRIPTION . REVISIONS. DESIGNED. APP'D HRR DRAWN JAP GHECKE:0 DATE RMS PAJ 1 95 ' . SECTIONS AND DETAILS CITY OF NEWPORT BEACH W-5231-S S-5 UTILITIES DEPARTMENT SHEET PS24 OF PS62 . • DWG LAST EDlffD BY: JAP USER LOGIN TIM[: JANUARY 24, 1995 2:48 PM DWG LAST EDITED ON: 01/24/95 15:51:50 DWG NAME: H:\NP_BEACH\J894A\SSNPB005.0WG XREFS: SGNPB001.dwg I SSNPB129.dwg I SSNPB130.dwg I SSNPB127,dwg I SSNP8124.dwg ! .SSNPB125.d~g I SSNPB122.d'!'g I SSNPB126.dwg LSSNPB128.dwg I SSNPB135 I SSNPB140 I SSNP8141 I SSNP8149 [ ,.. '•( ' STIFFENER PLATE * i 23 I . C 1•-4" 1 ·-1· 1 1;2·-1-+~---+-1-1 1/z' • HANGER ROD *---i SIDE SWAY BRACE* "B-8" SECTION W12 ---lf-1'.i ENO STOP* L. B .....______ UPPER FITTING * + + + 1 • DETAIL.· & A 3-SIDES 3116 I W12x S-3 NTS ~1-14~~-< 3-SI.DES .. 11 + W12x OR C12x II • II+ II . II+ II 1 1 /'L' NON-SHRINK GROUT . . • • 3/f!' PL INTERMEDIATE WELD SEE ~ ., 99 T-2 4" (TYP) --t--- / A-A W/3-3/4"0 A325 BOLTS L •. A METAL DECK PL .1/4" STIFFENER FILL POCKET W/ NON-SHRINK GROUT AFTER BEAM IS IN PLACE 2-#6 ES OF OPNG (TYP) PL 1/2x6 1/2x0'-10" · W/2-3/4"0 ABx12" EMB IN 1 1 /2" SLOTTED HOLES 2-#4 CONT 1-#6 CMU WALL 3 DETAIL S-3 SCALE: 1" -1'-0" S-8 --", • • • < •~'•-~-' ,~•••n __ :;;_ .. ,, 4 S-8 ~ ON CMU WALL ' 3/4'0 AB • x a· EMB (TOT 5) •• #4x4'-0" . LONG (TYP) . • MONORAIL BEAM . · (TRACK)* W BEAMS SEE PLAN ELEVATION L3x3x1/4 W/3- 3/4"0 A325 EA LEG PL 3/8x9xFLNG WIDTH W/2-3/4"0 A325 2 -f /7 T &:B _ __..,,,,,. SEE NOTE 1 BELOW 5/16 EA SIDE >--1-1,-4--.---r-"-3-'--1-2~ 1 ·-o" 121.85'± #10 SCREWS T&:B (HILTI ENP2) 1/4 PIPE COLUMN SEE PLAN DETAIL SCALE : 1" -1'-0" 5 S-2 S-7 #3 TIES C fJ' 2'-8" & Y-4" DETAIL 120.1'± W21x W12x A S-8 '--1H---L2x2x1/4 SECTION CONT (T&:B) 1 1 /2" STEEL DECKING W12x PIPE COLUMN BEYOND SCALE : 1" 1 '-0" • #3 STIRRUPS @ S"OC 2-3/4"0 x 1'-10" THREADED RODS W/NUT &: PL 3/8 x 3"SQ @ TOP, W/NUT &: LOCK WASHER @ BOTTOM 1/2" ¢. • ~~t-----2-#5 MID HT 1 • -o· . • L5x5x3/8 x CONT • W/ 3/4"0 x 6" EMB WELDED STUDS @ 6"0C (STAGGER STUDS) l:!QIE; • I 1 • 'ID 2-#7 I C15x33.9 3/fJ' STIFFENER PL ES W14x61 TEE SECTION RAIL BY CRANE MFR -,-- KEY NOTES: I 23 I * INDICATES ITEMS TO BE FURNISHED BY CRANEMANUFACTURER (TYP) 1351. FOR STRUCTURAL . NOTES SEE DWG S-1 . 1. EXTEND TOP &: BOTTOM BARS 4'-()" BEYOND 8 S-8 DETAIL SCALE : 1" -1'-0" 1 1 /2" STEEL DECKING .SEELLl \8 _J 122.41'± W12x 121.29'± 120.66'± SECTION W12x PIPE COLUMN BEYOND SCALE : 1" -1'-0" JOHN CAROLLO ENGINEERS PHOH.IX, AZ , WALNUT CREEK, CA SANTA ANA. CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO. CA • BAKERSFIELD, CA VISALIA, CA -LOS ANGELES, CA , • , 1 \ \ I ; I • .' ROOF DECK W12x40. /,l----, FOR REINF SEE CMU WALL SCHEDULE ON DWG S-2 / I 5'-o" • • • • /i.,,b,.,~~d ,_--_--__,-\ t--+---t--=---+----1 HANGER ROD . BY CRANE MFR ::e:: ... : •.. _:,.:::m::m:::m:::::m::: C SECTION S-3 SCALE : 1 /2" = APPROVED . DATE BY DESCRIPTION DESIGNED ' DRAWN APP'D HRR JAP REVISIONS CHECKED DATE RMS PAJ 1 95 C-2961-B 16TH STREET PUMP STATION STRUCTURAL SECTIONS AND DETAILS CITY OF Nl!WPORT BEACH W-231-S S-6 t--'+.c'~' -~---- UTILITIES DEPARTMENT Sl.iJEET PS25 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23, 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 15:09:28 DWG NAME: H:\NP_BEACH\3894A\SSNPB006.DWG XREFS: SGNPB001.dwg I SSNPB118.dwg I SSNPB132 I SSNPB138 I SSNPB142 I SSNPB143 I SSNPB144 I SSNPB146 I SSNPB147 I \ ' ' -7 I I I I I •. I I I . I I I I I I I I _, I ~: CJ z ~. I a:: I l1 w Vl I <I l;! I <1 a:: :c: I ,!,1 I I I I I I I I w z _, ::c (J -~ ::::. 20•-c:f' ~ l_ I I • I I I I I I I I I I I I W3 I 13 • 20'-c:f' 20'-c:f' 18'-8" ,-L-<c.L..L.L-'--"--"-'-"-.,;_;;_-"-'C.L..L-"-.,;_;;_-"-''-"-"--"--'--"-< .1'-"'-/"-"'-..;_,;-"-<icL-L.L"'-"-"-''--"-L.L-"--"'--"--'-L-L.L..,:.....,/ ,1..,:.....'--"--L.L-"--"-"-''--"-L.L..,:.....c.LL..L.L.L-"-''--"-"-'(/ ·I / f5' CONC SLAB • W/#5 @ 12" EW MID_-DEPTH OF SLAB . _J---w1j26I -. ----l __ J ~I l 1 • • · 106.50 I • I I C.J. I I I I I I Li / _ _. I I I I I I ,W1 I I I I I STD PIPE : : • . I I L:: I 1-- in I N ... KEY NOTES· . . . _. ' -· G FOR CONTINUATION, SEE DWG S-2. • . • ~ j 106.5 I INDICATES TOP OF SLAB ELEVATION .• ~ CMV WALL. SCHEDULE SEE DWG S-2. • ~ FOR STRUCTURAL NOTES _SEE DWG S-1 .. ~ SEE ARCH DWG FOR LOCATION OF METAL STUDS. /Jt--'------------------t----------------+----'------------'--'---+-il =-+------le-1---'--------+-f ,4+-------@) I I . I I I I I • I I I • I I I I I~ . I/ r- ~----------------J 6'-0" 10·-c:r· MO OPEN PILASTER (TYP) SEC @ 5 S-6 L _J I . I I I I I ; I • I I I I I I I I 4'-o so x 1·-0 THK 1 FOOTING AT PILASTER I • W/5-#6 EW (B) b I I:, I a. ~6-~ I ...., • ~ • I 2'-c:f' 7 I . _·_ ... _· 1 _ w1 • 106.10 \ :-+--- 2 +-._--o-__ 9 L--------------~ /~~~-----------~~~~~~~~ ~ ___ s-----. --------i_ r---- 1 86 ANCHOR 1/2 X 4 +I 0 • TYP 1/4 - RING (TYP) ~ "' N 0 I ,- 67.5" 45° ,3'-4" 31-4" 10•-o" T-2 10'-8" 10•-<f 4'-c:f' #6@ 12" EW MO MO 78'-8" FOUNDATION PLAN 3/16" = 1'-0" MO MO JOHN' CAROLLO ENGINEERS -' ' ' PHOENIX, AZ • WALNUT CREEK, CA. SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN OtEGO, CA • BAKERSFlELD, CA VISALIA, CA LOS ANGELES, CA E THRUST BLOCK C-3 N.T.S. APPROVED ~bfu~·=* uTI n RECTOR R.C.E. NO. 38799 3·t7-9 JLt-1 ADD THRUST BLOC.I< DE.TAIL C-2961-B I 16TH STREET PUMP STATION -STRUCTURAL EXTENSION -FOUNDATION PLAN 1-DA_TE--'-_BY _ _,_ _____ o_Es_c_R_1P_T1o_N _____ LAP_P·_D.J-c..DE=s=ic:,;~~;.::oRc:___1-,D~RA=w,..:~O'.'.:A:::.P_--1 . CITY OF NEWPORT BEACH W-,5231-S • S-7 I CH~~'jf PAJ DATE 1 95 UTILITIES DEPARTMENT SHEET PS26 OF PS62! REVISIONS DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23, 1995 8:49 AM . DWG, LAST EDITED ON: 01 /23/95 15: 11 :25 DWG NAME. H:\NP _8EACH\3894A\SSNP8007.DWG XREFS: y:\3894A\SGNPBD01 I SSNPB133 I r ,,, ' 9 10 11 12 ,~ 1 1/2" DEEP METAL DECK ri TOS 122.41 I~ I TOS 122.41 ///'//, ,.,, / / ,/ ,,/ / / ./ ,/ / ,/ ,,-v: ~ 13 ' ' -H KEY NOTES: 0. 1 TOS ELEV INDICATES TOP OF METAL DECK ELEVATIONS. ~ FOR SEE IN METAL DECK FOR CONTINUATION SEE DWG S-3. FOR LOCATION ANO SIZE Of OPENINGS, SEE DWG A-7. ' ' .. FOR ARCHITECTURAL ROOF PLAN SEE DWG A-7. ~ v'. RB1 W12x14 W12x14 V, ~ (/ ~ . ·~ ~ ~ ~ ~ ~ C8x11.5 ~ V::· ~ [/ 3 V ~ S-6 \ • '/////// //////////////// Cfil, w z I ...J J: u ..... ~ TOS 122.41 I ,.... I() X -N 3: do do "' N -(D -0:: X IX) u do do do do I() --X IX) u W12x14 C8x11.5 I() ~ --X 0:, u I() . --X IX) u Q ~ {TYP) 0 ,, J b I <O i<) II / / / / / / / / / / / / / / // / / / / / / / / / // / / / / //// / /1 / / / / / / / / / / / / / / / / / / // / / / / / / / / / / /TTT777/ / / / / / / / / / / / / // // -------<® fJ' • L ' • \ f 142~1 SKYLIGHT/~00f VENT \T-4A A-4 ' Q "--/ ' -/ ~ \:_::;,, TOS 121.251 ITOS 121.851--. IT~S 120.66 -']=l(A/-iiE. P~A ~ USING> C8x /1,S Lt_ ROOF FRAMING PLAN 3/16" = 1'-0" - - - - -71-~B~-+.11---. -----7' S-6 TOS 120.66 COLUMN (BELOW) I I W12x14 • ,1 @) ""tl-------1-.!...1 _;,:_.:..=~--.:..._-1-1/ -----C.1 ROOF HATCH 147 I • I .:..:=W-=,/:_LAO..:..::..:Dc..:ER~i--:-T -.;.;4--1-~ : i . . • ....!@¾ 03 A S-6 I 11 T-3 <O N X "' 11 . T-3 • _J do • C8x11.5 {TYP) SIM 1 W12x14 TOS 120.16 TOS 120.66 PARTIAL ROOF FRAMING PLAN @ EL±121 3/16" = 1'-0" ·• . JOHN CAROLLO ENGINEERS PHOENIX. AZ • WALNUT CREEK, CA SA.NTA ANA., CA , SACRAMENTO, CA SAN BERNARDINO. CA • rucsON. AZ SAN DIEGO. CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA . 3/16" - 0 ·4 8 16 SCALE IN FEET APPROVED ~ -U-Ato-2.ir: • LJ& b..3 Add Ac u .. r 1 uTITIEl!--blRECTOR 38799 "{1t,, ,__ ~ r R.C.E. NO.-=.c'-'--"..c.._ I-'--+-_;_-+==--------------,.......,..,.... ~A ~bs=-...Jl~-~'Ac4~5 __ _ DATE BY DESCRIPTION • REVISIONS APP'D DESIGNED HRR DRAWN JAP CHECKED DATE RMS.PAJ I 95 1351 FOR STRUCTURAL NOTES SEE DWG S-). iJ C-2961-8 16TH STREET PUMP STATION ·STRUCTURAL EXTENSION .; ROOF FRAMING PLAN cm OF NEWPORT BEACH W-5231-S S-8 • UTILITIES DEPARTMENT SHEET PS27 Of PS62 OWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23. 1995 8:49· AM DWG LAST EDITED ON: 01/23/95 15:13:15 DWG NAME: H:\NP_BEACH\3894A\SSNPB008.DWG XREFS: SSNPB134 I SGNPB001 I SSNPB139 I N b I 0 .. N L - ... ,;,' . +. I I I ' I 1 . I I I ' I I I. I r I -4-1-. - - . TOC J 0 105.00 ' L TOC b I en I 105.00 • 15• o· -1' o• FTG -.. ( TYP ) ' -1'-6" r 1 ' ' \ 6'-0" ( TYP ) ' J --7 '" ., 1 •-ci'' . I - i' 'I I I • ..JI ,L c,, I,-- !' I I -' / I TOC 85.50 --,- 85.00~ ' ~ ~TOC - -,= --il:'r,----------:,-.... ------- "-.. I "--TOC 85.50 I • ~~ w.i~ 9 FRP GRATING "C\ . . I (/) ......_-_,) I a.. ~ -~ . I o, . I _, ro fu i . : ' (/) '- ~ I - I. :l I ' I __ L_ I . ~ -I ~~ I L, K TOC IN SUMP SLOPE I 82.70 ./,,/" ~ ~ '·.» L ------------ ....._ ,..-J L_ ~ FOR INV ELEV ~-- SEE DWG M-1 -~ 2'-2 I __ ----- ' \ TOC 85.20 I ' I -' (TYP) 4-SID ~/ ·::::, -..=-.:-. "' ~(TYP) 0 11 ~ 4• -6" 4" yoc 85.50 I I ; I I I I _j I -a [I--I I ,,, 8'-0" A 3' -6" "' /m'(2s\ ~l \~~,'~ (TYP) . I TOC 85.50\ ,· ,L I I I I . I -• -a 0-Ir- 1! I I -I \ D _·\_~DD J T • -#7@ 12" ( TYP 4-CORNERS ) BOTTOM PLAN SCALE : 3/8" = 1'-0" -D , - s•-o" 1·-0" 4"-o" 1'-6" ---+---'--t----,.--t-~-t-/~ TOC 105.ool • ~.------+---------+---II---+-------+--,, 'lo I B2 • - - - - - -.-- - - 7 . I 2·-a· i .. .. .. I --1 8 TOP PLAN SCALE : 3/8" = 1'-0" -re, ' ' b ' - , I '" ., 'o I . ~ b I If) b I . ~ TOC 1os.00I b I 0 N 'lo I I') 'b I .... . b I o (',I io I 4'-D" - .. ---" I I COMPACTED SAND~:~, ~~~~~6 ~;;;;;;::::::;:===:i::::::;:=:.:::::;I:f=====~·.---;~~~~~-T I I C I I I : I D ·b I B3 I : #6 @ 12" ;:.. WALL BY· • OTHERS-· .I I • I . : I I I I. I I I I I I I I I I I r----------" I j I .,._--c:::. ---;:...,,.. I I I _____________ _. I I #6 @ 12" TYP ALL WALLS • ST STL LADDER 168 T-4 (TYP) • C C C C C C C C 0 C 'lo I 0, i,-, I ADD #7 @ 1 2'' DOWELS TYP ALL WALLS □ b I . (',I 24 T-1 ( TYP ) . ,. ,. ,. • #7 @ 12· 4•-0" "" . . • ' ' b I .... 3' -0"' -t---tt-1 '-0"' -+++-o 6"MIN • • • • • /16 @ 12· • • • • 2'-0" 1 • -0" • -1-----1-~----1 □ □ □ [] GROUT SUMP TO DRAIN TO PIPE INVERT • • • • • • • • /16 @ 12" C SECTION SCALE : 3/8" -1 • -0" #6 @ 12" ~ / -;.:;: . ' • ·• . . ' I I . . . . . B3 (BEYOND) Bl B2 I • • • • ' ' ' • b I (',I F.G. ! 1 "-6· (TYP All • • (2\ • • .. • • \:_) • A • ' {/ (TYP) y A A y V ~ : • / : I ,o /16 @ 12'' • • TYP ALL WALLS FOR LOCATION • • SEE DWG M-1\ -• -• ,. • • • • b -• 04\ ADD #7 @ 12'' DOWELS I ~ .... TYP FRP GRATING " • \T-1/ -• ' - CONCRETE SLAB 3 # 7 ( H2E ) • • • • • • 1~----/I 3 STIRRUPS @ ft' OC 2 6 5 @ MID HEIGHT CONCRETE BEAM 3 H 7 • • E BEAM 81 / 82 _ SECTION SCALE 1" -1'-0" , CONCRETE SLAB • • - • • • -i------,,-, • • 3/17(H1E) 1~----# 3 STIRRUPS @ fS' OC CONCRETE BEAM 1-l'-0" .1 F BEAM 83 SECTION SCALE . 1 " -1'--: 0" TYP REINF SEEEB • • • 3 # 7 #7 X 4'-Q" @ 12'' • WALLS) 1 DETAIL SCALE: = 1 '-0" KEY NOTES: 5'x5' ST STL ACCESS DOOR U.S. FOUNDRY CO. WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE STAINLESS STEEL WITH 1 1/2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN. EXTEND DRAIN 6" OUTSIDE VAULT WALL & INSTALL 1 1/2'" CAP. G;7. 4'x6' ST STL ACCESS DOOR U.S. FOUNDRY CO. WITH ~ H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGED, SPRING ASSISTED, DIAMOND PLATE . STAINLESS STEEL WITH 1 1/2" HATCH CHANNEL DRAIN CONSTRUCTED WITHIN VAULT WALL AS SHOWN. r;;7 BOTTOM SLAB SHALL BE CAST OVER 12'' DEEP LAYER L=.'.J Of COMPACTED ABC. ABC SHALL EXTEND 12• BEYOND SLAB, All AROUND. 1341 COORDINATE LOCATION AND SIZE Of OPENINGS WITH DWGS M-1 AND E-6. \ 3s I FOR STRUCTURAL NOTES SEE DRAWING s-1 . 3/8 x 3''SQ WALL PLATE WITH 1 1/16"\!l HOLE FOR EYE BOLT. PLATE FLUSH FACE WITH WALL AND HEX NUT (TACK WELD TO WASHER) 3/4 x 3 1/4"SQ PLATE WASHER ROOF SLAB 1/4" MAX • 4" TH READ ADD 2-/15x1 "-6" EW ALL.WALLS~ 0 .. \( r,p) ( TYP ) • • 3'-o" -• . ,. . ( TYP ) . ' .•. -. . '• l . . • . . r t I • • • • •. • ., 1• , • • • • • bl V /. • • / /17 @ 12" - #6@ 12"~ • • • / D SECTION 2'-o" -SCALE 3/8 .. • 1 -0 .. ~ ' . , .• -• • • • . 3 #6 @ 12" ~ TOC 82.70 "' • • • • • • • ' • • • • • • ~ 7 b \ I "' • , . ,._ \. I \ • • . • -GROU~ /16 @. 12". JOHN CAROLLO ENGINEERS PHO£NI)(, AZ • WALNUT CREEK, CA SA.NT A. A.NA, CA. • SACRAMENTO, CA SAN BERNARDINO, CA • rucsoN. AZ SAN OIECO. CA • BAKERSFIELD, CA VISAUA, CA LOS ANGELES. CA 2" I.D. NOTE: FACE Of WALL OR BOTTOM Of ROOF SLAB SHOULDER ' WORKING LOAD CAPACITY SHALL BE 5000 . POUNDS . 2 DETAIL SCALE : 1 -1 /2" = 1 '-0" APPROVED _, ,· DATE BY DESCRIPTION APP"D DESIG~'ifR ORAW~AP 1----__L_ _ __J_ ____ R_E_V_IS-IO_N_S ___ ~---'-----+~C~HR=E~=;ccrnc-P-A-J--t~OCCAT==E~1-9_5_----I FbF7 . 3/8'" = 0 24 . SCALE IN FEET C-2961-8 .16TH STREET PUMP STATION STRUCTURAL -- • VAi.VE VAULT PLANS AND SECTIONS CITY OF tEWPORT BEACH.-W-5231-S S-9 UTILITIES DEPARTMENT SHEET PS28 Of PS62 OWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23, 1995 8:49 AM owe LAST EDITED ON: 01/23/95 16:35:54 DWG NAME: H:\NP _BEACH\3894A\SSNPBOD9.DWG XREFS: SSNPB1D3 I SSNPB1D4 I SSNPB212 I SSNPB211 I SGNPB0D1 I SSNP81D7.dwg I SSNPB1D8.dwg I SSNP8145 I SSNPBl51 I SSNPB203 I SSNPB204 I SSNPB312 I SSNPB311 I I I I I I I ' ' '. I • i' ' ! I i I I• I I • I 1 .' ' • ' • I, . ~ ,•'·' i '. i< ' . ,l·:. . ~-, ', ' ;-,· .. .. . . •• . . . ·._: --~ · .. . , . .,, ' . ,., : • • 105.50 .. _ -.· ' . .. I •. . . -: . ' ' - - -.-..,_ -:/·_\-:-r:. .: ;,. ' .• I r I I. I I . I _j ,_ . ; ,-; 99.00 SIU· 0 S-4 ------------. • . . ·.• .• . •. . · 105.25 I E tlS·2 I I I • I I . I I I . I .___1 . I I BOF I 100.30 I . • . I I I I I I . • . • I . .-. • •·· • 105.50 I . . ' • -_ . .;.;.~ ----~ -- • ' • ·-' . ' BOF' 97.00 ... BOF' ·'(7) . 'y. C 80'-o" I . 31 '---8" I B 05-2 . . . ~',,/ . ,.._ ' >1 .. . . 23'-0- 720 lYP -~ __ ._/--~-- •• . ' • . • ,-----'C7 . . • . . . ----~~-----~~~--~J ~----------------------- 103.3" lit'' .. I • ' I I I • 1_J I . I I I I I I J I I I J I I I I b I ,i--- :_J ... I . I . t . I ON _J~7 • 'I !;// J I ' . ·~71 I • (·· NaOCL / I I ---+-I o-,,'-12"=-~f I (TYP) ;l:_ J r /. I , .: , ,. I HANDRAIL (Ti\7, J . . 1ao31 • L STO AGEROOM _- 106,00 I I I . I ' I I I , I I . I I I I I I I I I I I I I I I I I i I I .1 I I I I I I I ----~--~--~-7 r--~------- . . . I 103.33 I I I I I I I I BOF I 100.30 • I . I • I I I I I 8:1 os-z , __ I I I I I I I . L ____ _J 61 O:-· • ;,. t. ' 106,00 I I I l I I I I I I 106.00 I I I 1..__· ______.I L j 1802! D I I I I I I I I I I I f f5 ~~2"W{. MID-J l DEPTH or SLAB (TYP) . I C 05-l!. I ..--, I I • I I I I I -~ CHEMICAL· FEED PUMP ROOM I I I I I I (lYP I 1 4-PLCS)' I D I I I I I I . I ,,,,..,...., SEE NOTE 4 . (TYP).. t>S·Z I (lYP) I I I I I I I I I I. I . I -• I .·: 103,33 I L---- i ---------------- '. , ... ., ON , . I I I I I I I I I ____ .J •.. RIM EL 102.60 ON I I I I ________ __J -----~--------~-7_ . . •' -- 18'-0" r---, __ j 6'-8" 8'-8" ® FOUNQAJION/FLQQR PLAN ~ 1/4. -1'-0" 0 / r--- 1 I ------ ON I I I ~I r.::t:=L:.::t:::r I I I I I I I I I I I I I I I I I I I I I f I I I . f I I I I I I I I I I I f • I I I I - I I I I L~---- --T I __ j HANDRAIL SEE SPEC 106.00 ( I I :t' I ), / I I I I I I I I I 1ao1 j 1 AQUA AMMONIA : STORAGE ROOM 1 ....._ __________ ! t- I I -1-/ I I I I I I I I I I I I I I I I • I I ~ ' : / 103.33 I ON ----------------- • JOHN CAROLLO .ENGINEERS BOF /~ /i ..-;, / / / / =~f ~ ~~: g:' 3/96 JE '4 RELOCATE DOOR ..• SAN B£RNAROtNO, CA • TUCSON. AZ , SAN OIECO. CA , BAAERSFlELO. CA )4SAUA, CA , : lOS ANCEi.ES. CA , , DAT£ BY • • DESCRIPTION . REVISIONS-. OWG LAST EDITED BY: . RCP USER LOGIN TIME: JANUARY 16, -:,; ,, ____ ,.,~-"'<·.,.,-, ... --_.-,:J;~; .. , ·,_ .·-'~~~---. \ -·. NOTES; ,' t. .• FOR INFORMATION IIIOT SHOWN SEE bWG S-2 , .• .• ·, • •. 2 .. FOR DOOR &: FRAME SCHEDULE SEE OWG DA-2. APPROVED• - lo I . -- N (ACTING) OflUTlf.S. MANAGER • ·, R.C.E.,NO: __ _ .. DATE·-'-··-·.:--,-=---'---'-- . ' . ' ,, . -·, ·~;. ,_· \ .< ,. -... -'. ' • . C-2961-8 16TH STREET, PUMP STATION DISINFECTION CHANGE ORDER •.. STRUCTURAL C>;.; FOUNDATION/FLOOR PLAN· ' ' ' i ' i ,. ' i • ' ,I q ' ii .L2l,- \ -.. 1 • \' ~ • • -t--"•'---~·11~ . ·r I,_ o.,,,'tc--L_,1-_·_. _· __ • --+-~ (.),.----'---· - I / / / w-------7 • • -_-,.. < I E:L IOt..001 • • • .. ,/'71!,Vi' -~11,,, L TYP.'ii',---tJ II ~11:: ff 0 ---........ .... @ ~-~ .. -------I ~ ---.._____ ----- U. Sf-& PI-A~l. ~ ' ___ .., • .__ __ .,. _l_i::::=~·-__,-L-__ ..... ·~==""•Hf-_...JI r------- -----··----------l(,'-,,-,._.-,14-.-----'I L_ -----/_ - c(§ 0-JLY I T'{f,) OS·/ DS-1 • I IJ -----"-·'----·---·--~ II 24 Mil-I, ----f- u I 1.. l i; ~ C.ol-J r. p}- ' ' ' . "';,LO pt;; Ye!' I PT' ~ ,. • • . . • • • - u.=11-:11.:- f+@,12'' (TYf')· z-40 wJJT JOHN CAROLLO ... ENGINEERS • • I . • • .. ' / / v' • I • • • ' i'lf. • • • • H:H • ' I . t l l ' • ' . . ' ' . • -r • ' • M L3x3 ~I x I Bl EQUAL SPACES DECK lYPE 1 99 1YP I I of) I ...: 0 1 ,, I Ix • I 1B I I C15x3J.9 UF'TING EYE (lYP) TOP & BOTTOM ~_.,._..._ FLANGES H HATCH COVER DETAIL DS-3 3/8" = 1·-0" C15 L3x3 CB L DETAIL 1" = 1'-0" t C15 ~-i M N I - BASE FLASHING OVER METAL FLASHING 3x REDWOOD NAILER--~ 1 /:t'!il WELDED STUD BOLTS O 32"oc COUNTERSUNK--- METAL FLASHING -~ w/ CLEAT O BOTTOM METAL FLASHING OVER ROOFING--~ SCANT 'S' INSULATION J" STL DECK (TYP) 1/4 WI 2 (SEE PLAN) L3xJ J DETAIL 1" = 1'-0" .. L 4x3 1/2xl/4 (LLV) 1/4 1 1/2"0 unING EYE 1/4 ROOFING FELT EXTEND OVER & DOWN FACE OF NAILER " 1.Jr,.,. X INSULATION ==-=~~ -==~~ 1 1/2" STL DECK C15 3-3/4"0 A307 BOLTS @ 4'-0"OC {ALL AROUND)- CB 1 /:t' STIFFENER PLATE @ EA BOLT SECTION 1" = 1'-0" '7 H,s • ...,....___-,r i • 0 _, s I • ft.. 105,15,e A 5-2 2 .. 11'1,( ~,-/rl/VJ-:>r..J-s "'-'/ 1' ~ Tie:. o I~• oc. JOHN CAROLLO ENGINEERS (TYP) 1/4 &1.CiZ.00 319h luE D!SINFE.f!Tlt>N f!HAN0E OR.DEi( OATE BY DSSCRIPTION K 'o -· WI 2 (SEE PLAN) SECTION 1" _-1'-0" 7 .................... 1 1/:t'!il LEnlNG EYE ca FOR INFO NOT SHOWN SEE 0 L-~~=:::::--'L---"'i-CD-vr-,----:s------.-J 1/J' CfflJ w/-# l -n~s .r 11,• o£. "' • • Jl-'ct---~ "1 G> l!' oc.: -;.. .t . '. ,. . ·o. -· ---1>71»~~$ ,a g "'-' r;::::;;:=:!j:=_;;f!=:::;=:::::"';::7=c::cwE::;::=(..5=· O:;:l";:'::;~;::"=· ;. ;:7--_ • • -l- -• • • 0 . "'. ~~~:~ -t • ~,z.•cx. -? -~5012." oc. T18 -,.. • ll,~~1''4" .. ~---YAIUE.'5.-----.i,I 5.!E F<A>I B :::E.C..T!ON 5-2 Sc.ALE: 315'" l'-O" IV~TI;: FCR JIJ"O. IHTT Si;o,,,N ~El(};) ·c-2961-B APPROVED UTILITIES DIRECTOR R.C.E. NO. __ _ DATE-------"--- APP'O DESIGNED DRAWN 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER MISCELLANEOUS STRUCTURAL DETAILS os-4- . r ' ' ' ;,.,.-• !, I '' ,, t '' i ' ' i ' ,- •-.J" -· ~. ' .• ,' - ' " ' ' ' L ______ _.;__~---------------i-----;---------~----------;-J-___,j,._-~~~~~~~~-·. C:\PROJECTS\N03\!03\SHEETM6.DWG 1/23/95 PLOT AT lal 0~349 •. REVISIONS CHECKED DATE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT SHEET OF " ' --_..., ~r,~·;x:,- .. , -. .!,. .'s, . ' _r; ' . -..._' ; '"<' , ,,~ ' " :: >£, •<: ,--• ,r!c,• ; ~• • ., • " .•Cc ¾ ~~: ·;·' \'. -· t : • ·' -~ ' ·,· I c+4+1n-f-'t-,,lf,,f..:4"lc" ·;_l,~:. ~··•1~,-"" .•?••••,,'] • ~ ', ~,~;,••,,•: "l _.. ,_•.·,·'_:·.·.·.;_~~·.''.:;::,~·:'.:·.:_·;~_;_:_~:._~'..'· • {, ,•.·:.; • i, --.,;..:,~··_ ,'~..:;-;-.6,., f'..·/lt;-!:,,,.,,t'·.;~i,--::.~ ." r,~•/ ~. ·,;-~ t , • , -,, ,:.~~ .,,,, -, : • . ., _ • ~ . , , .· .·.·.-.' ··.·:'..·_·~,_'·.,•;···. '.. , ' .• ·.•·."·.·,·:·'.,:::'_,,:_,'_·,:.,,•.·.·, __ ::_·\ • :.J_'._.,; ... ·,-.,.,,,. ·. t:"•£·--:~1 • r-;:.t• \/•:.A: cf : "-e; •• , • ;tfu-:~,~,':";-•>''..'.i:5,¾.~,.•.' ~J_-.;,,;f,,,,<'_.,. r.,,:·', .• •~ _ \.,"r;l' e~,;;..,,, .. • .• :! ••. ~-~· t'.{~' 'lc.,;_,,wA, 'f"•:t:};. t'(,-,:• •·1'1-"·•, • l • .,_:• ~~-,:.~ ; ._ I •,,. ''l' " . (, ,~'.";-" 1~·,•1':.-' ' ·~ ·_. 1 , __ • ,?4 \:;~~JJ!/ ::;iy ,J'., ;,/ ~-~:;_:~t,.;,·:;t ._••.:, ·:: ':.::/f "~::;:'. ;-~1,'.·.::. -~;> ~ -~·· -~ •• ~·, •• " • \f • , • l;:$ •:i;--:-:,:"';J: -~~ -~; ~ ·t-~ ,)\~·";-:t ~ /•.:, t,,:i,Tl1:-).(",••,,,:-.-~, ~{,",~.;_,,.~.:.-;~•"iii,,.,,"':!"~,"':-,,":', '..f .-.,,..;_;,;f,--C;,,'C~• .,~_,,,"51,;,•o·,.;;/~•,:i,:~.-•, • w·:.,,4~,~·~,~'.··•_..,~' ,·_,,;:,~L,:·e-'(f,, . ,.~·if• .. 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CLASS INSTALL 3cJ' CML WROUGHT STEEL TEE (FLG X FLG), INSTALL 12· PVC SCHEDULE 80 VENT PIPE. 150B \ INSTALL PIPE SUPPORTS PER TYPICAL DETAIL 518 ·AT A CENTER-TO-CENTER SPACING OF 5'-r:f' MAXIMUM, , INSTALL PIPE SUPPORT PER TYPICAL DETAIL 529 AT .A CENTER-TO-CENTER SPACING OF OF 5'-cJ' MAXIMUM. INSTALL EXHAUST .FAN PER MANUFACTURER'S RECOMMENDATIONS: INSTALL 2" HALF COUPLING INSTALL SAMPLE -PUMPS WITH STAINLESS STEEL. NUTS, ANCHOR BOLTS;. ANO WASHERS PER MANUFACTURER'S RECOMMENDATIONS. _;_:_,..,-ANSTALL 30" ~+'11 .... 'i't VICTAUUC COUPUNG.,-SS'l"Plf''l::!£E-,;7i::;7:__ INSTALL 30" CML ANO TW 1 /2" THICK STEEL WATER PIPE.. ElITT:ND TAPE WRAP 6" INSIDE VAULT, (PE XPE} -· ~ , INSTALL 2" I" SCHEDULE 80 PVC SAMPLE PIPE. INSTALL ~SCHEDULE 80 PVC AMMONIA SOLUTION PIPE, PROVIDE SEISMIC BRACING PER s ctfµJ ·yd DETAIL 550 ON owe T-10, tNSTALL er DIP eb\SS §~ DRAIN PIPE. INSTALL 2" BALL VALVE, INSTALL. t' BACK _ PRESS CONTROL VAL VE. (IF REQUIRED BY THE INJECTOR MANUFACTURER, INSTALL AMMONIA SOLUTION DIFFUSER. INSTALL UNION OF SAME~SIZE AS PIPE, INSTALL SLEEVES PER TYPICAL DETAIL 4do. I ,' .PROVIDE PRESSURE. RELIEF VALVE AND BYPASS PER SPECS. INSTALL' FLEXIBLE COUPLING PER lYPICAL DETAIL°-406 .. ', - INSTALL FLOOR DRAINS PER TYPICAL DETAIL-440. INSTALL PREFORMED CHANNE0 PIPE SUPPORTS ·w1TH ·P1PE CLAMi=•,:'' ANO. STAINLESS. STEEL. NUTS. BOLTS. ANO WASHERS,· ·-, ·-,. •. • l • INSTALL PRESSURE GAUGES· PER TYPICAL -,~STALL PIPE ·sJ;;ORT~ P~R OETAIL 54(? 'r.'· DETAIL: 480, ,< ,, II' • T ROUTE 2",:SCHEDULE 80 Sf£EL PIPE FORM.ALL'HATCH ORAl~S ,TO SUMP. INSTALL 30" ·, CML. 1 /2" ~.EW14-q l'llo 1-1687 Exp. 3131197 . I?., --1' No 19114 I JOHN CAROLLO ENGINEERS • CIVIL -acCAI.' Exp, WJ0/97, CIVIL a, I (. ( PHOENIX, AZ • WALNUl CRE£1<, CA SANTA ANA, CA SA\':RAUENTO, CA SAN BERNARDINO, CA . llJCSON, AZ ' SAN OtEGO. CA , BAKERSFl£LD, C4 VISAl)A, CA LQS ANGEtE$, CA. -. , JLN Bi' REVISIOl>IS.:'°·' DWG LAST. EDITED BY· 'JVL -,, SECTION ; .;;. , _ · KEY NOTES, ~ ",~-· .. ~ .. SEE DRAWING 'C-'1 / • ,,_.;... ___ ...,..;... _________ , ______________ _ r· NaOCI (SCH80 CPVC) TO 16th STREET VALVE VAULT DIFFUSER TRANSFORMER PAO ' i RESIDUAL ANALYZER NO. 3 165 ..,,.,.---~-----• -• ' > ,·" ~ ,,,,, --------..,.-/ ,-- '-<t_ EL. 99.00 zzZ::~7":_ :rA 22 b I . - HVAC PLAN 1 •• AQA (SCH80 BSP) TO INLET VALVE VAULT DIFFUSER & ~(TYP) ffi 2-1'' SAMPLE LINES (SCH80 BSP) ~ ~ / r~ /' _;·-o-; r -i (,) r ', r ' ffi r---SAMPLE PIPE FROM DISCHARGE PIPE AFTER THE MIXER C -----..; ... -.. ' ...... ,,I /"" ......... ----- • ! \ 8 5'-0" i 4·-0· M-6 DISCHARGE HEADER DIFFUSER 1 -r• AQA (SCH80 BSP) TO M-4 n I ' a· 9 .. 3/16" - 0 ----------------------'l_ t:C T13" 50 ----------------------------l ~® 1 46 47 ~ -f p_~ 63 ~ _j EB PLAN 3l16" "' 1'-0" 4 8 1 6 SCALE IN FEET I ' -' 69 600 CFM -,· ,,__ (lYP- -,... -.-- ' I ~==i:....:::r "' -+ b I . i::,' I b I ,-... b I --, 71 16'-0" SCRUBBER ROOM SEE. DRAWING· D/1··/ FDR R'El/lc5ED MECHANICAL PIPING PLANS B£TWEEN@AND(J) /4\ NOTES: - ----,--- 1 , A~MONIA ROOM ~ ,I ~a 4•l-5·· Q .-+---T~ ~ i •~c:,. : ;__ 1-13 ~-,,, 80 ' UMP I j --I l I / @(SEE NOTE-4) , a•-6" • I I I 5'-5' l~L 115.00 b A / . I "" /:._ SEE DRAWINGS OM-1 THROUGH OM-6 ANO ~ OT -1 DISINFECTION CHANGE ORDER FOR ~-----'~ MECHANICAL REVSIONS IN THESE ROOMS. ----' < I I ' !' / j SEE DRAWING M-3 FOR KEY NOTES AND CONSTRl.JtTION NOTES: ) ( C -296 1---8----------,--•-------,----•--------------1 : -_-,-._-__ -----•-----"'l""'"'""""'l'":Ai":':P~PR~OV~E~D------r-----------•--•---------: ~ 16TH STREET~-PUMP sl'AfTor,:r ~\.\_' "'.r,~ )J JOHN CAROLLO ,,· ~. rn114 -ENGINEERS fxp 9/Jc.i9 7 ~ PHOE_NIX Al WALNIJT (;REEK CA .., SANTA ANA CA SA(RAM[NTO, CA C/VlL SAN RFRNARDINn, CA n.1csON AZ '.I/»,. <:;AN 01£t,O, CA 8,1,K[R':.~'ELO CA ~~ ~ CA: Vl<.:,AUA CA LOS AN(fLES fA 1/961 JLN ' ' 3 95· JLN 1 i DATE BY ow; LA :>T EJfTED BY .JVL -____ ,_, -- DISINFECTION C.O. ADD ELECTRIC HEATER & ()[SCRIPTl,)N REVISION', ---+---~-I I LJE 2 l LJE ' ! APP'D UIJLITIE5 DIRECTOR R_C l NO 38799 DATE ______ _ PLAN I ~ ,,_ DESIGNED AKW\RES ---.--t-------,--""=--'I OR~~\ORS CITY OF NEWPORT BEACHr' W-5231-S M..;2 5f~uARY 95 UTILITIES OEPARfMENT SHEET PS30 or PS62 CHEChEO JWS ,r,ER LOGIN TIME, JANlJ4Fti 18, 199~ 8.1') AM ---~, __ ..,_ _________ 5.,_, _____ ...... _____ ___. __ owe LAS~ EDITED -~01-/18/96 16: 1 s·2s DWG NAML q\ NP _BEACH\3894A\SMN~sooYoWc ' (-XRE>/1 SGNPBOO 1 I SMNP810 1 I SSNP8201 j ( , • ' CONSTRUCTION NOTES 0 0 @ @ e @ @ @ @ @ @) @) @ @ @ (§) ® @ @ @ @ @) @ @ @ @ @ @ @) @) @) @ ® @ @) ® @ ® @ @ INSTALL 3cf' LONG SLEEVE FLEXIBLE COUPLING. INSTALL 2" SCHEDULE 80 PVC SAMPLE PIPE. INSTALL 12" LONG SLEEVE FLEXIBLE COUPLING. INSTALL 30"X12"X3cf' CML WROUGHT STEEL TEE (PE X PE). INSTALL 5' SCHEDULE 80 STEEL NATURAL GAS PIPE. INSTALL :S' NATURAL GAS BALL VALVE. INSTALL 2" NATURAL GAS PRESSURE REGULATING VALVE; FISHER SERIES 730B. INSTALL EMERGENCY ENGINE GENERATOR. INSTALL VERTICAL BOOSTER PUMP. INSTALL 12"' PUMP CONTROL VALVE (FE X FE). INSTALL 12" PROPELLER FLOW METER (FE X FE). . PROVIDE SEISMIC BRACING PER DETAIL 547 ON DWG T-9. PROVIDE SEISMIC BRACING PER DETAIL 550 ON DWG T -10. INSTALL 12"' BUTTERFLY VALVE RATED 250 PSIG (FE X FE). INSTALL 12" PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE (FE X FE). INSTALL 5' AIR VALVE FOR VERTICAL TURBINE PUMP. INSTALL 3" AIR AND VACUUM RELEASE VALVE. INSTALL 3cf' CML WROUGHT STEEL END CAP. INSTALL 24" CML AND TW 1/2" THICK STEEL WATER PIPE (FLG X PE).r·; .· .\C-'c. ,, :; ] INSTALL· 4" Olf>-et:ASS-53 PIPE. INSTALL ft -OtP CLAS'.3-53-PIPE. INSTALL 8" DIP CLASS 53 PIPE. INSTALL INJECTOR WATER BOOSTER PUMP NO. 1. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL INJECTOR WATER BOOSTER PUMP NO. 2. PROVIDE PRESSURE RELIEF VALVE AND BYPASS PER SPECS. INSTALL CHLORINE SCALE. INSTALL CHLORINE TON CONTAINERS FURNISHED BY THE CITY. INSTALL CHLORINE VACUUM REGULATOR. INSTALL 1" ID FLEXIBLE CHLORINE VACUUM TUBING. INSTALL 1" SCHEDULE 80 PVC CHLORINE VACUUM PIPE. INSTALL CHLORINE TON CONTAINER TRUNNIONS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE HYDRAULIC HOSE PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE INDICATORS PER MANUFACTURER'S RECOMMENDATIONS. INSTALL EMERGENCY CHLORINE GAS SCRUBBER SYSTEM. INSTALL FRP REDUCER OF SIZE AS REQUIRED PER MANUFACTURER. INSTALL 18-INCH FRP DUCT. INSTALL 18-INCH FRP TEE. INSTALL FLEXIBLE CONNECTION. INSTALL AUTOMATIC WATER FILT~N AND SOFTENING GALV I INSTALL 3" SCHEDULE 80 ~ E L WATER PIPE. INSTALL 3" WATER PRESSURE REGULATING VALVE. SYSTEM. 0 0 0 @ @ @ @ @) @ @ @) 0 0 INSTALL 3" GATE VALVE. & GALV I INSTALL 2" SCHEDULE 80 7..J& STEEL WATER PIPE. INSTALL 2" BALL VALVE. INSTALL 2"' CHECK VALVE. INSTALL AMMONIA VACUUM REGULATOR. . l so1-1rn !Jr,, INSTALL 1" SCHEDULE 80 PVC AMMONIA 'ff O GEM PIPE. INSTALL 2" SCHEDULE 80 PVC CHLORINE SOLUTION PIPES. INSTALL 2"' SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL PRESSURE SWITCH PER DETAIL 4808 ON DWG T-7. PROVIDE PRESSURE SWITCH IN PLACE OF PRESSURE GAUGE. / ,, C..ofPl<l'-..._ 4Jl'1T(;'/c. f1pg- lNSTALL 1 Z:' VICTAULIC COUPLING, STYLE 77 WITH 300 PSIG RATING. INSTALL :S' REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH TWO 5' SHUTOFF GATE VALVES. INSTALL UNION OF SAME SIZE AS PIPE. INSTALL SLEEVES PER DETAIL 424 ON DWG T-6. INSTALL SLEEVES PER DETAIL 425. ON DWG T-6 INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON DWG T-.9. INSTALL FLEXIBLE COUPLINGS PER DETAIL 406 ON DWG T-6. CONSTRUCT ISOLATED EQUIPMENT PAD PER DETAIL 603 ON DWG T -9. INSTALL SPRING TYPE VIBRATION ISOLATORS PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 23l-ON DWG T-5. INSTALL FLOOR DRAINS PER DETAIL 440 ON DWG T-7. INSTALL EQUIPMENT DRAINS PER DETAIL 440 ON DWG T-7. INSTALL CLEANOUTS PER DETAIL 235 ON DWG T-5. INSTALL EMERGENCY SHOWER AND EYE WASH PER MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWING S-5. CONSTRUCT EQUIPMENT BASE PER DETAIL 600 ON DWG T-9. INSTALL 18-INCH GRILLE PER DETAIL 566 ON DWG T-9. INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPES OF SIZE AS RECOMMENDED BY THE MANUFACTURER FROM FILTER AND SOFTENER TANKS TO EQUIPMENT DRAINS. INSTALL AMMONIA TANKS FURNISHED BY THE CITY. INSTALLATION SHALL BE ACCORDING TO THE RECOMMENDATIONS AMMONIA TANK SUPPLIER/MANUFACTURER. t"'i:.. a.,.,,.,· ~v INSTALL -OIP CLASS 5J DRAINAGE PIPING WITH A SLOPE OF NOT LESS THAN 1 /8" PER FOOT TOWARDS POINT OF DISPOSAL. ? Iii I, C:..Of'f' :;<"-_ INSTAl:\7SeHEOtltE-SO--SlAUIII ESS STE€!. PRESSURE SENSING LINE OF -StZE""'j.S-~ECOMMENDEo=B~FACTURE~ESSURE -REtlE-F-ANO-SURGE-ANTlCleA"lQR VALVE. /'Vt--- lNSTALL SCHEDULE 80 SfAINLESS STEEL DRAIN PIPE FROM AIR VACUUM RELEASE VALVES AND PUMP CONTROL VALVES TO EQUIPMENT DRAIN. CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL EXHAUST FANS PER DETAIL 555 ON owe T-9. INSTALL PRESSURE GAUGES PER DETAIL 480 ON DWG T-7. • INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T-9. INSTALL PIPE SUPPORTS PER DETAIL 510 ON owe T-8. INSTALL 3" BACKFLOW PREVENTER WITH BYPASS. No. 14687 Exp. 3/'Jl/9 CIVI\. ()'c(:A\' INSTALL HOSE VALVE AND RACK PER DETAILS 243 AND 244 ON DWG T-5. INSTALL PRESSURE SENSOR AND TRANSMITTER PER DETAIL 4808 ON DWG T-7. PROVIDE PRESSURE SENSOR AND TRANSMITTER IN PLACE OF PRESSURE GAUGE. INSTALL BALL VALVE, Y-STRAINER, PRESSURE REGULATING VALVE, AND PRESSURE GAUGE, DRAIN PIPING, AND FITTINGS AS REQUIRED AT EACH RESIDUAL ANALYZER. INSTALL AIR TOOL CONNECTOR PER DETAIL 475 ON DWG T-7. INSTALL 1" SCHEDULE 80 STEEL AIR PIPE. INSTALL 3cf' CML 1 /Z:' THICK STEEL WATER PIPE (PE X PE). INSTALL 3rJ' CML WROUGHT STEEL 90' LONG RADIUS ELBOW (PE X PE). INSTALL PIPE PER DETAIL 420 ON owe. T-6. SLOPE LINES AT S=0.0050 UNLESS NOTED OTHERWISE. MODIFY SLOPE AND ALIGNMENT TO ACHIEVE LINE POSITION AT VALVE VAULT INDICATED ON DWG. M-1. INSTALL CONCRETE VAULT PER DETAIL 38 ON owe. C-4. JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA. ANA, CA • SACRAMENTO, CA' SAN BERNARDINO, CA • TUCSON, AZ SAN DEGO, CA • BAKERSFIELD. CA \/lSALIA, CA LOS ANCELES, CA 3·'15 DATE KEY NOTES SEE DRAWING C-1 FOR CONTINUATION. SEE DRAWING S-2 FOR STRUCTURAL FOUNDATION/FLOOR PLAN. SEE DRAWING E-3 FOR ELECTRICAL POWER PLAN. SEE DRAWING E-4 FOR ELECTRIAL LIGHTING PLAN. SEE DRAWINGS A-1 AND A-2 FOR LOCATION OF FANS AND HEAT PUMP. SEE DRAWING A-1 FOR ARCHITECTUAL ROOF PLAN. SEE DRAWING M-8 FOR CONTINUATION SEE DRAWING M-1 FOR VALVE VAULT. SEE DRAWING M-6 AND M-7 FOR CONTINUATION. FANS ON WEST WALL AND ROOFTOP HEAT PUMP NOT SHOWN. SEE ARCHITECTUAL DRAWINGS A-1 ANO A-2. SEE SCHEMATIC H ON DRAWING M-4 FOR CHLORINE RESIDUE ANALYZER. 1 '-6" SECTION -N.T.S. APPROVED • C-2961-8 16TH STREET PUMP STATION LJE. ~ D/:!J/N FE.C!T/0N C'JIIIAIG£ OlrlJER 38799 PLAN NOTES BY DESCRIPTION REVISIONS DATE _ __,_1·.,,2.c,.1·_,,ce.i ___ _ DESIGNED DRAWN APP'D AKW\RES RM\DRS CHECKED JWS DATE JANUARY 95 CITY OF NEWPORT BEACH W-5231-S M-3 UTILITIES DEPARTMENT SHEET PS31 OF PS62 DWG LAST EDITED BY: DSC USER LOGIN TIME; JANUARY 24, 1995 9;33 AM DWG LAST EDITED ON; 01/24/95 13:19:46 DWG NAME: Y;\3894A\SMNPB006.DWG XREFS: SGNPB001 I SMNPB012 I -r:~ _-:s:;;:;:: ---,-, -;.::..p s:e: r . l 1// r-----------,------__ -__ -_ -~-----•--------___ -_ -___ --, -_ ._,-.. ----_-_ ------------------------~--------~::::-:_-~::-;-:~~----------~-------------:,)---, -' CHLORINE \ , • _ RESIDUAL I • • •• ' ' D 4_ EL. 108.00 1 -- --------a:_~-8 - 59 48 77 8" 1•-2" I I _.; 2'-4" • I -- • 1 '-6" 1'-6" 2'-11 1/2" 1" GAP r411--, --__c_.c::.c;. ' ' I I I I I .___/~ -:::;,--~ ' I I I I ~------ ® \ \ --s --- A \ ' ' ' ,, ' 'I ,, I: \ \ REDUCER AS REQUIRED ---------.1_\ GLOBE VALVE-----!I. BACK-PRESSURE CONTROL VALVE ----,<J--'J< PRESSURE GAUGE---1/ ANALYZER 1-----GLOBE VALVE ,__ ___ DRAIN FROM RESIDUAL ANALYZER Y-STRAINER:------,t: i---1---BYPASS DRAIN @(TYP) @) (TYP} I \ I \ I \ ' :1· 1" GAP --1- BALL VALVE--- SAMPLE INLET--- H M-2 ~ ' ' I , I ---EQUIPMENT DRAIN CHLORINE RESIDUAL ANALYZER NO. 1 SCHEMATIC SCALE: NONE PRESSURE GAUGE-~ ~ PRESSURE ~ REGULATING VALVE Y-STRAINER ~ ~ BALL VALVE~ SAMPLE INLET __,_,,..------- CHLORINE RESIDUAL ANALYZER DRAIN FROM RESIDUAL ANALYZER H CHLORINE RESIDUAL M-2 CHEMATIC ONE \ BOT. OF CAN EL 57,64 SECTION SCALE: 1 / 4" = 1 '-O" CONSTRUCTION NOTES 0 @ @ @) @) @) @) @) @ @ @) @) ® INSTALL 3CJ" LONG SLEEVE FLEXIBLE COUPLING INSTALL 1 2'' LONG SLEEVE FLEXIBLE COUPLING. INSTALL 30"X12''X30" CML WROUGHT STEEL TEE (PE X PE) INSTALL 12'' BUTTERFLY VALVE RATED 250 PSIG (FE X FE} INSTALL 12'' PRESSURE RELIEF AND SURGE ANTICIPATOR VALVE (FE X FE). INSTALL 12" CML 1 /2" THICK STEEL WATER PIPE (FLG X SE). INSTALL 3'' AIR VALVE FOR VERTICAL TURBINE PUMP. INSTALL 24" CML AND TW 1 /2'' THICK STEEL WATER PIPE (FLG X PE). INSTALL 6" DIP CLASS 53 DRAIN PIPE. INSTALL 3" SCHEDULE 80 ~ STEEL WATER PIPE INSTALL 3" GATE VALVE. INSTALL 2" SCHEDULE 80 GML STEEL WATER PIPE. INSTALL PRESSURE SWITCH PER DETAIL 480B ON DWG T-7. PROVIDE PRESSURE SWITCH IN PLACE OF PRESSURE GAUGE. 3/16" = 0 4 8 SCALE IN FEET 16 INSTALL 12" CML WROUGHT STEEL 90" LONG RADIUS ELBOW (FLG X PE} INSTALL 12" VICTAULIC COUPLING. STYLE 77 WITH 300 PSIG RATING INSTALL 3" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH TWO 3'' SHUTOFF GATE VALi/ES INSTALL 24" LONG SLEEVE FLEXIBLE COUPLING, INSTALL SLEEVE PER DETAIL 424 ON DWG T-6_ INSTALL SLEEVES PER DETAIL 425 ON DWG T-6. INSTALL PIPE SUPPORT PER DETAIL 518 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF 5'-0" MAXIMUM. INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON DWG T -9. INSTALL FLEXIBLE COUPLING PER DETAIL 406 ON DWG T -6. CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 231 ON DWG T-5 INSTALL AIR VACUUM RELEASE VALVE PER DETAIL 484 ON DWG T - 7 INSTALL PRESSURE GAUGES PER DETAIL 480 ON DWG T-7 INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T-9. INSTALL PIPE SUPPORTS PER DETAIL 510 ON DWG T-8. INSTALL BRIDGE CRANE SYSTEMS PER SPECIFICATIONS AND STRUCTURAL DRAWINGS. BRIDGE CRANE SYSTEM NOT SHOWN IN PLAN AND OTHER SECTIONS. DIMENSION PER PUMP MANUFACTURER. NOT TO EXCEED THE SUCTION BELL DIAMETER. INSTALL BALL VALVE, Y-STRAINER, PRESSURE REGULATOR VALVE AND PRESSURE GAUGE, DRAIN PIPING, AND FITTINGS AS REQUIRED AT EACH RESIDUAL ANALYZER INSTALL 24" CML AND TW 1 /2'' THICK STEEL WATER PIPE (PE X PE). INSTALL 12"' CML 1 /2" THICK STEEL WATER PIPE (FLG X PE). INSTALL 12" CML 1/2" THICK STEEL WATER PIPE (PE X PE). JOHN CAROLLO ENGINEERS 1---1---+-----------+----- I t---+---t--,..---------·--------------------1--• PH(J[NIX, AZ WALNUT (Rl:.E.K. CA 5ANTA ANA, CA 5ACRAL![NTO ,:,1, 5AN 8[RNAP011110 CA TlJC';ON A.l SAN DIEGO. CA 8Ak[RSFIELD r~A \1SAUA, CA LOS AN<,[:_[$ CA i DISINFECTION C.O. , LJE ----·--·---·-----------------·-------l----- DA.TE BY DESCRIPTION j APP'D 1--~-~-----------------·-.l_ __ ,. - 1 96 JLN 4 REVISIONS KEY NOTES B SEE DRAWING C-1 FOR CONTINUATION El SEE DRAWING S-4 FOR PUMP CAN INSTALLATION DETAILS. ~ SEE DRAWING C-1 FOR EXTENT OF CONCRETE ENCASEMENT. f ~-2961-Er APPROVED 16TH STREET PUMP STATION . ----------·-------·-----UTiclTIE', DIRECTJR 38799 ' ~CE MO __ _ SECTION DATE _____ _ DtSIGNFfl ---l-ORAwN ___ ----- AKW\RES I RM\DRS CITY OF NEWPORT BEACH W-5231-S M-4 ----------------------,-----,-----j CHECKED re-ATE JWS ' JANUARY 95 UTILITIES DEPARTMENT SHEET PS32 OF PS62 DW1; V,',l lJ)IHD BY ,NL USER LQ(;IN TIM[ JANUARY 18, 19t1f, 8·1~ AM [JWG LASr EDITED DN 01/!R/16 16 4.3 28 CWG NAME H;\NP _8'ACl,\3894A\5MNPB008.0WG XR[FS SCNP8001 ! 5.;,NP811,l I SMNP8118 I \ 'i . , \ ' r L i r I '\: i ·1 •. I I- I y 3'-0" • • "'',, . . ~ ... '!. ··-~· __ _,_ : : I • I I I I I ___ ,_,,,, .... , .............................................. , __ _ • • . .................. ----·••m••·r ............................... -- CONSTRUCTION NOTES @ @ @ @) ® @ ® ® @ ® @ @ @ ® @ @ @ @ INSTALL 3" SCHEDULE 80 STEEL NATURAL GAS PIPE. INSTALL EMERGENCY ENGINE GENERATOR. INSTALL 12" BUTTERFLY VALVE RATED 250 PSIG, INSTALL 12" CML 1 /2" THICK STEEL WATER PIPE (FLG X SE) INSTALL 3" AIR ANO VACUUM RELEASE VALVE. INSTALL 3d' CLM WROUGHT STEEL ENO CAP. INSTALL EXPANSION/VIBRATION JOINT. INSTALL EXHAUST SILENCER. INSTALL EXHAUST PIPE WITH 3" INSULATION ANO STAINLESS STEEL JACKET SUITABLE FOR ENGINE EXHAUST TEMPERATURE. SIZE OF EXHAUST PIPE AS RECOMMENDED BY ENGINE MANUFACTURER (3" MINIMUM). INSTALL STAINLESS STEEL RAIN CAP. INSTALL CHLORINE TON CONTAINERS FURNISHED BY THE CITY. INSTALL CHLORINE VACUUM REGULATOR, INSTALL 1• 10 FLEXIBLE POLYETHYLENE CHORINE VACUUM ru~~-: ' INSTALL 1• SCHEDULE 80 PVC CHLORINE VAtUUM PIPE. INSTALL CHLORINE TON CONTAINER TRUNNIONS PER MANUFACTURER'S RECOMMENDATIONS, INSTALL CHLORINE SCALE HYDRAULIC HOSE PER MANUFACTURER'S RECOMMENDATIONS. INSTALL CHLORINE SCALE INDICATOR PER MANUFACTURER'S RECOMMENDATIONS. ' INSTALL EMERGENCY CHLORINE GAS SCRUBBER SYSTEM. • 3/16" 0 4 8 SCALE IN FEET ' . @ @ @ @ @ @) @) @ @ (§ (@) @) (§ : A ;,.,..., .. ,..,,,,, 151 A SECTION M-2 SCALE: 3/16" = 1'-0" INSTALL FRP REDUCER OF SIZE AS REQUIRED PER MANUFACTURER. INSTALL 18-INCH FRP DUCT, INSTALL FLEXIBLE CONNECTION, INSTALL :5' SCHEDULE 80 GALVANIZED STEEL WATER PIPE. INSTALL :5' WATER PRESSURE REGULATING VALVE. INSTALL :5' GATE VALVE. INSTALL 2" SCHEDULE 80 GALVANIZED STEEL WATER PIPE. INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPES, INSTALL 1 ;t' CML WROUGHT STEEL 90' LONG RADIUS ELBOW. (FLG X PE) & 0 8 8 e 52 I I ..... !> ............................. -.... ,........... ; .. -......................... -'-,i :~i __ ·.----'--,h:,;:;.;·::-_-_ ------_-_-_-_ -~-----· t··::-~ ~ ~ l> ; ~ ,j •c," 1 l> • .. ... .. \-----... -. -:~-"--...:----'--"--··--:··-:f·:::.:,;:;;;,;::.:fri::.:::.::: •••••• ·-......... ::1::.::.!:.::::::~:r .. ~ ....... .. -., ~ ......... ~ / --: : ; h,,----3....:..: i ~ ; ; l ~ ..... · , ................ 1 ,, i -.................................... _ ........ • .. L. .... ~ . .J 69 ' ' ', . ', ', .. , ..................... , ... , .. , , ............................... , ~ ...................... ~ ': : : : -................................. - ~. j : ~ ........ , ........ .. ; ~i _ .. -....... ;: ............. ---~ i ........... ) 5EE DRAW1J6-s DM·L DM-2,, DM-5, AND 01"\-(o F012. 1"\E,('.1-\A..llCl\l, PL.A,J e,.,-rwe "tJ @ A.! D @ INSTALL 18-INCH GRILLE PER DETAIL 566 ON OWG T-9. INSTALL AMKAONIA TANKS FURNISHED BY THE CITY. INSTALLATION SHALL BE ACCORDING TO THE RECOMMENDATIONS OF AMMONIATANK SUPPLIER/MANUFACTURER. INSTALL AIR VACUUM RELEASE VALVE PER DETAIL 484. ON OWG T-7. ·INSTALL PIPE SUPPORTS PER DETAIL 530 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN 5' -d'. CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL EXHAUST FANS PER DETAIL 555 ON DWG T-9. INSTALL DUCT SUPPORT PER DETAIL 535 ON DWG T-8 AT A ·CENTER-TO-CENTER SPACING OF 5"-0'' MAXIMUM, KEY NOTES ~ ~ ~ ~ SEE DRAWINGS A-1 AND A-2 FOR LOCATION OF FANS AND HEAT PUMP, FOR DRAWING A-1 FOR ARCHITECTUAL ROOF PLAN, SEE DRAWING M-8 FOR CONTINUATION. SEE DRAWING M-2 FOR CONTINUATION. INSTALL CATALYTIC CONVERTER AND AIR TO FUEL PER SPECIFICATIONS. RATIO CONTROLLER INSTALL PIPE SUPPORTS PER DETAIL 546 ON DRAWING T-9. INSTALL PIPE SUPPORTS PER DETAIL 510 ON DWG T-8, INSTALL MONORAIL CRANE SYSTEM PER SPECIFICATIONS AND INSTALL SLEEVE PER DETAIL 424 ON DWG T-6, INSTALL PIPE SUPPORT PER DETAIL 518 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF 5'-0" MAXIMUM. INSTALL PIPE SUPPORT PER DETAIL 529 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF 5'-d' MAXIMUM. CONSTRUCT ISOLATED EQUIPMENT PAO PER DETAIL 603 ON DWG T-9. INSTALL SPRING TYPE VIBRATION ISOLATOR PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE ENCASE ALL PIPES UNDER SLAB PER DETAIL 231 ON DWG T-5, CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWING S-5. CONSTRUCT EQUIPMENT BASE PER DETAIL 600 ON DWG T-9. STRUCTURAL DRAWINGS, MONORAIL CRANE SYSTEM NOT SHOWN IN PLAN AND OTHER SECTIONS. INSTALL WALL SLEEVE PIPE GUIDE PER DETAIL 426 ON DWG T-7, INSTALL SUPPORTS PER DETAIL 551 ON DWG T-9, INSTALL DUCT SUPPORT PER DETAIL 534 ON DWG T-8. INSTALL AIR TOOL CONNECTOR PER DETAIL 475 ON owe T-7. INSTALL 1" SCHEDULE 80 STEEL AIR PIPE. "1'- • ~ . 14687 i; JOHN CAROLLO ENGINEERS 3/'lt,, LJE DISINFECT/ON {!/11/M:JE OR'DER ADD ELEC.T~IC. 1-\!:ATEI<. A»t> KEVl~E C.ON:,T. NOTE 103 • 3131197 * CIVI\.. • PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • 9AKERSFIELD, CA VISALIA, CA. , LOS ANC£LES, CA DATE BY DESCRIPTION REVISIONS .,~,,,, APP'D C-2961-B APPROVED 16TH STREET PUMP STATION ~~ irtn-,,..fs; um.n ECTOR 38799 R.C.E. NO. SECTION [)ATE 1-'l.~:4'5 DESIGNED DRAWN CITY OF NEWPORT BEACH W-5231-S M-5 AKW\RES RM\DRS CHECKED DATE UTILITIES DEPARTMENT SHEET PS33 OF PS62 JWS JANUARY 95 DWG LAST EDITED BY: DSG USER LOGIN TIME: JANUARY 23, 1995 7:22 AM DWG LAST EDITED ON: 01/23/95 09:15:04 DWG NAME: Y:\3894A\SMNPB002.DWG XREFS: SGNPBOO! I SMNPBl 12 I • ,, CHLORINE ROOM PANEL DETAIL 14 ~+=-l"}~Hq)-----,-----/ ~=+-t-r--------1 : : • ~~ ......... ~ ' Ii, 1------"'"-··--·,,, ................................ ----' : ....... ""'"'"D"'" ............. , .. " " "'"'"""'1,5 ___ ,,,.,N., ,'' ""' • ............................................................ ,1"4-"1--------------s • C, b ;,..-__ __,:, C ---+ ---+-,,,,,,,,,,,,,,,,,,,,,,,____ 0 '•·• .... '• .............................. .. 82 81 SECTION M-2 SCALE: 3/8" = 1'-0" . ............................... _ ' b I 3/8' = 0 I 2 4 SCALE IN FEET ' . ' ----•••rn .. ••••,. ........... ., ........ , .............. .,, ....... , .. ,, ...... ., ............................................................ R ......................................... __ _ @ PANEL DETAIL I 1> i 80 ' i"" ..... ' ~ 16 T T 76,--_--J I I I I. I 114 +--1------------------+- I i5 62 '--~""'----'-+----'----v<·········· .. ···-i ..... C> ) b ) : I> "' '"'i ....... ::----"' 134 134 INSTALL STAINLESS STEEL RAIN CAP, INSTLL INJECTOR WATER BOOSTER PUMP NO, 1, PROVIDE PRESSURE RELIEF VALVE ANO BYPASS PER SPECS. INSTALL INJECTOR WATER BOOSTER PUMP NO. 2. PROVIDE PRESSURE RELIEF VALVE ANO BYPASS PER SPECS. INSTALL 1" SCHEDULE 80 PVC CHLORINE VACUUM PIPE. INSTALL AUTOMATIC WATER FILTRATION ANO SOFTENING SYSTEM. INSTALL 3" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 2" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 2" BALL VALVE. INSTALL 2" CHECK VALVE, INSTALL AMMONIA VACUUM REGULATOR. INSTALL 1" SCHEDULE 80 PVC AMMONIA VACUUM PIPE. INSTALL 2" SCHEDULE 80 PVC CHLORINE SOLUTION PIPES, INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION PIPES. INSTALL FLEXIBLE C0NNNECTOR, INSTALL 1" SCHEDULE 80 STEEL AMMONIA PRESSURE PIPE, INSTALL 1" SCHEDULE 80 STEEL AMMONIA PRESSURE RELIEF PIPE, 2 FOR EACH AMMONIA TANK, INSTALL UNION OF SAME SIZE AS PIPE, INSTALL SLEEVE PER DETAIL 424 ON 0WG T-6, @ @ @ @ @ 0 (@ 8 8 (§ e D SECTION M-2 SCALE: 3/8" = 1'-0" LL PIPE SUPPORT PER DETAIL 518 ON DWG T-8 AT A TO-CENTER SPACING OF 5'-0" MAXIMUM. INSTALL PIP PPORT PER DETAIL 529 ON DWG T -8 AT A CENTER-TO-GEN SPACING OF 5•-0· MAXIMUM. INSTALL PIPE HANGER S ON 0WG T-7. INSTALL EMERGENCY SHOWER AN E WASH PER MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT CHLORINE PANEL PER DETAIL CONSTRUCT EQUIPMENT BASE PER DETAIL 600 ON 0 INSTALL SCHEDULE 80 STAINLESS STEEL DRAIN PIPES OF SI,._..,.._ AS RECOMMENDED BY THE MANUFACTURER FROM FILTER AND SOFTENER TANKS TO EQUIPMENT DRAINS. INSTALL AMMONIA TANKS FURNISHED THE CITY, INSTALLATION. SHALL BE ACCORDING TO THE RECOMMENDATIONS OF AMMONIA TANK SUPPLIER/MANUFACTURER. INSTALL PIPE SUPPORTS PER DETAIL 530 ON 0WG T-8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN 5'-d', CONSTRUCT AMMONIA PANEL PER DETAIL 1 ONO DRAWING S-5, INSTALL EXHAUST FANS PER DETAIL 555 ON DWG T-9. INSTALL PRESSU~E GAUGES PER DETAIL 480 ON DWG T-7, INSTALL AIR TOOL CONNECTOR PER DETAIL 475 ON T-7, INSTALL 1" .SCHEDULE 80 STEEL AIR PIPE. JOHN CAROLLO ENGINEERS J!Bt. LJE. £ DISJNFEC!rltJN t!lfANOE tJRDEl? PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAhAENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA , BAKERSrlELD, CA VISALIA, CA • LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS KEY NOTES G ~ SEE DRAWING C-1 FOR CONTINUATION. SEE DRAWING A-1 FOR ARCHITECTUAL ROOF PLAN. ~ :StE DRAk/1.JGt~ DM-1, Dt1-:l,., DM-5, AND 01'1-(p FDR ~1:Vl~EO MEC!tAl'llC'AL. 8,E:CT10J ci APPROVED 16TH STREET PUMP-STATION ECTOR 38799 R.C.E. NO. __ _ UTI Tl SECTIONS s/-,/,; DATE _ __,lw·'Z..,)cc·,.,_'i<----- DESIGNED DRAWN APP"D AKW\RES RM\DRS CITY OF NEWPORT BEACH W-5231-S M-6 CHECKED DATE JWS JANUARY 95 UTILITIES DEPARTMENT SHEET PS34 OF PS62 DWG LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 23. 1995 7:22 AU DWG LAST EDITED ON: 01/23/95 09:20:58 DWG NAME: Y:\3894A\SMNP8005.DWG XREFS: SGNPB001.dwg I SMNPBl 14 I SMNPBl 15 I • 10'-0" (MINIMUM) 6" MIN. (TYP) (SEE NOTE l& 80 81 & 85 (TYP) -------- (TYP) (TYP) CHLORINE PANEL NTS 13 "'I NOTE MINIMUM ACCEPTABLE DIMENSIONS OF CHLORINE AND AMMONIA PANELS ARE INDICATED ON THE DRAWINGS. ACTUAL DIMENSIONS SHALL BE AS REQUIRED PER EQUIPMENT FURNISHED BUT SHALL NOT BE LESS THAN THE DIMENSIONS INDICATED ON THE DRAWINGS. DETAILED LAYOUT OF CHLORINE ANO AMMONIA PANELS SHALL BE SUBMITTED WITH SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE CITY. COST OF ANY CHANGES SHALL BE BORNE BY THE CONTRACTOR. (TYP) (TYP) 1'-3" MIN. (TYP) -------192 (TYP) ~ ::,; :::, ::,; -Z Ill ::,; 1-~ o 1:,Z I UJ .,., UJ b I N ~& 6" MIN. (TYP) (TYP) 98 FLEXIBLE TUBING (TYP) 1 o•-o" (MINIMUM) ( SEE NOTE l 148 (TYP) ~ 86 (TYP) , V? V/ !;·; ½ ~ y;1 / ! ~ I ! 0 ------pr; ;••···••; ~ ~~.;;;;;:,;r·· --~ 7" --................. 7-----..... ;r-~,, : . D1 q . 3 0 D ,, () ') Kl ' . l '~ / E\ ~ ' I (TYP) rn v.1. . . 0 <,) ~1-\:i 1 81 B M-6 i/ 0 '~ T <,) 0 i,; 1 0-1 (TYP) (TYP) AMMONIA PANEL NTS 14 1 '-3" MIN. (TYP) ----,92 (TYP) b Ill I w .,., (ft b I N -~ E M-2 CONSTRUCTION NOTES @ e @ @ @ @ ® @ ® @ ® @) @ ® @· @ @ @ INSTALL SINGLE PACKAGE ROOFTOP HEAT PUMP. INSTALL 1" PRESSURE REGULATING VALVE. INSTALL 1" SCHEDULE 80 CHLORINE VACUUM PIPE. INSTALL 2" SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 2" BALL VALVE. @ @. <§ ® (@) INSTALL 1• SCHEDULE 80 PVC AMMONIA SOLUTION PIPE. INSTALL 1" CHECK VALVE, INSTALL 18" FRP DUCT, CENTER LINE EL 118.00 INSTALL SUPPLY AIR REGISTER. WITH 16"X16" CORE. 800 CFM EACH. INSTALL RETURN AIR REGISTER, WITH 16"X16" CORE. 750 CFM EACH. INSTALL 1" SCHEDULE 80 PVC AMMONIA VACUUM PIPE. @ INSTALL Hf FRP TEE. INSTALL 2'' SCHEDULE 80 PVC CHLORINE SOLUTION PIPES. 8 INSTALL 2" SCHEDULE 80 PVC AMMONIA SOLUTION INSTALL 2" WATER PRESSURE REGULATING VALVE. . INSTALL 1• BALL VALVE. INSTALL 2" Y STRAINER. INSTALL 1" SCHEDULE 80 PVC CHLORINE SOLUTION INSTALL AUTOMATIC CHLORINATOR. INSTALL MANUAL CHLORINATOR. INSTALL CHLORINE INJECTOR. INSTALL AUTOMATIC AMMONIATOR. INSTALL MANUAL AMMONIATOR. INSTALL AMMONIA INJECTOR. PIPES. @ @ 0 0 PIPE. 0 0 0 0 ® INSTALL UNION OF SAME SIZE AS PIPE. INSTALL PIPE HANGER SUPPORT PER DETAIL 501 ON DWG T-7. CONSTRUCT CHLORINE PANEL PER DETAIL 1 ON DRAWING S-5 . CONSTRUCT AMMONIA PANEL PER DETAIL 1 ON DRAWING S-5. INSTALL PREFORMED CHANNEL PIPE SUPPORTS WITH PIPE CLAMP AND STAINLESS STEEL NUTS, BOLTS, AND WASHERS. INSTALL PRESSURE GAUGES PER DETAIL 480 ON DWG T -7. INSTALL FITTINGS AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL EQUIPMENT WITH STAINLESS STEEL NUTS, BOLTS AND WASHERS OF SIZE AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL FLEXIBLE CONNNECTOR AND TRANSITION PIECES AS REQUIRED PER EQUIPMENT FURNISHED. INSTALL 1" COMPRESSION COUPLING WITH TIE RODS. JOHN CAROLLO ENGINEERS --C.Hl.ORIN~ ,!, AMN\OIA PAI.J~ •/,,/,. PHOENIX. AZ • WALNUT CREEK. CA SANTA ANA, CA , SACRAMENTO, CA SAN BERNAROIND, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA 3-21'1 JLt-1 DATE BY DESCRIPTION APP'D REVISIONS TELEMETRY ROOM -HVAC PLAN SCALE: 3/16" = 1'-0" KEY NOTES §] ~ APPROVED SEE DRAWING A-1 FOR ARCHITECTUAL ROOF PLAN. SEE DRAWING S-2 FOR TELEMETRY ROOM REFLECTED CEILING PLAN. C-2961-B 16TH STREET PUMP STATION 38799 DETAILS AND PLAN DESIGNED DRAWN AKW\RES RM\DRS CITY OF NEWPORT BEACH W-5231-S M-7 CHECKED DATE JWS JANUARY 95 UTILITIES DEPARTMENT SHEET PS35 OF PS62 DWG lAST EDITED BY: DSC USER LOGIN TIME: JANUARY 23, 1995 7:22 AM DWG LAST EDITED ON: 01/23/95 09'24:57 DWG NA'4E: Y:\3894A\SMNP8003.DWG XREFS: SGNPB001.dwg I SMNPB116 I SMNPBIOJ I cp ' , ' TOP OF GRATING 105.5 T.O.C. 105.5 22 )-----.__ ' ~ -6">.CO ~1'>'.lr . /;;:(J;:/!I' 116 _......._ ------1--++ T.O.C. 94.00 0) / INV. EL. 94.86 EL. /l SECTION 3/16" = 1'-o" CD EXTENSION -PLAN 3/10 = 1'-o" _I_ --Lt 56 ---- -1- <I 106.5 <I • INV. EL. 98.00 EL 97.50 ., ' I \ ' ·, ' f 'I I 3/16" -0 4 8 • 16 SCALE IN FEET CONSTRUCTION NOTES INSTALL GALVANIZED STEEL GRATING PER lYPICAL DETAIL 120. INSTALL CONCRETE VAULT PER lYPICAL DETAIL 212. INSTALL ff DRAIN FLAP GATE VALVE. INSTALL CLASS C CONCRETE FILL. ;'·VC ;.;(lj'r.t•.'.· INSTALL· f)' OIP CLASS-~3--DRAIN PIPE. INSTALL :5' SCHEDULE 80 CML STEEL WATER PIPE. INSTALL 1" BALL VALVE. INSTALL 3• REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTOR WITH TWO :5' SHUT OFF GATE VALVES. INSTALL UNION OF SAME SIZE AS PIPE. INSTALL SLEEVES PER DETAIL 424 ON DWG T-6. INSTALL SLEEVES PER DETAIL 425 ON DWG T -6. @ @ 0 @ @ @ @ 0 0 ' ; l I ' 5'-rf B SECTION 1/4" • 1'-o" INSTALL ADJUSTABLE PIPE SUPPORTS PER DETAIL 545 ON DWG T-9. C '/' •. : {, t'-·_ ~--/ r ,.,_.,, - , ·-~ , . INSTALL OIP-BLA55--53-DRAINAGE PIPING WITH A SLOPE OF NOT LESS THAN 1/f5' PER FOOT TOWARDS POINT OF DISPOSAL. ! INSTALL PIPE SUPPORTS PER DETAIL 530 ON DWG T-8 AT A CENTER-TO-CENTER SPACING OF NOT MORE THAN 5' -rf. INSTALL 1" STEEL SCHEDULE 80 AIR PIPE . INSTALL 1" STEEL CAP. INST ALL :5' PVC CAP. INSTALL S' PVC SCHEDULE 80 WATER PIPE. N INSTALL 24" CML AND TW 1/2" THICK STEEL WATER PIPE (PE X PE). INSTALL 12" CML 1/2" THICK STEEL WATER PIPE (FLG X PE). JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA -SACRAMENTO, CA SAN 8ERNARDINO. CA • nJCSON, AZ SAN OIECO, Cl\. • BAKERSFlELO, CA • VISALIA. CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS 2'-rf 2'-0" I . I 94.86 I LOW POINT I 23 l -, \, 2•-(j' 2' -<J' I 6 <I \ KEY NOTES SURGE VAULT -PLAN 3/f5' = 1 '-0" - APP'D B ~ ~ SEE DRAWING C-1 FOR CONTINUATION. SEE DRAWING S-2 FOR STRUCTURAL FOUNDATION/FLOOR PLAN. SEE DRAWING M-2 FOR CONTINUATION. APPROVED LJI\QIRECTOR R.C.E. NO. 38799 DATE _ ___,1_-Z:,c?,,.:.-_,_,5,__ __ DESIGNED DRAWN AKW\RES RM\DRS CHECKED DATE JWS JANUARY 95 C-2961-B 16TH STREET PUMP STATION EXTENSION AND SURGE VAULT - PLANS AND SECTIONS CITY OF NEWPORT BEACH w-5231-S M-8 UTILITIES DEPARTMENT . SHEET PS36 OF PS62 DWG LAST EDITED BY: DSC USER LOGIN TIME: JANUARY 24, 1995 9:33 AM DWG LAST EDITED ON: 01/24/95 I 4:19:17 DWG NAME: Y:\3894A\SMNPB007.DWG XREFS: SGNPBOOI I SSNPBl3J I SMNPBI04 I SMNPB117 I SCNPB103 I SCNPB110 I • ' . : ' . ,{'.Z,c,ZZ ~z;~zzzz : (7Z7Z:Z(ZZZZZZZZZ~ : ' j ~ a. j CHLORINE ROOM CD ·: . ···::::::: .... ·······•• ...... ;. ; ,J : l <I a.I ' ' I I l j <J j ~ (<I 1 __ __,ct__£L. 106.5 ; ,,.= ;~ .................... ~ ...... ; ............. r ~·---·-·- ... _ -, ...... ' : .. , ...... ,; ~ ! l • r-·½ L.l ~ ,: SECTION 1/4" = 1'-0" 3/16" -0 4 8 SCALE IN FEET 5 g" 6'-1" PLAN (0 3/16" = 1'-0" CONSTRUCTION NOTES 1 6 INSTALL PIPE SLEEVE PER DETAIL 424 ON DWG T -6. INSTALL f{' SCHEDULE 40 STEEL WATER PIPE. INSTALL 2" SCHEDULE 40 STEEL WATER PIPE. INSTALL 1" SCHEDULE 40 STEEL YJATER PIPE (DRAIN). INSTALL 1" BALL VALVE. ,. INSTALL 6" -150 LB. FLANGE. INSTALL 6" -150 Ll;l. BLIND FLANGE. INSTALL 2" WELDOLET. INSTALL HANGER ROD FOR STEEL PIPE. INSTALL 6" X 2" REDUCING TEE . 8 9 12'-2" 6'-11" 3'-9" 4' -8" 5· -8'" 4' -9" g• -6"' 5' -9" A M-11 SEE NOTE 3 KEY NOTES ~ SEE DRAWING M-10 FOR CONTINUATION. @ INSTALL EARTHQUAKE BRACE PER DETAILS B AND C ON DWG M-11 @ INSTALL LINES 1'-6" BELOW STEEL ROOF DECK. @ INSTALL CONCRETE SPLASH BOX PER DETAIL 355 ON DWG C-5. LEGEND NOTES 0 HYDRAULIC REFERNCE POINT / 7 SEISMIC BRACE 0 INSTALL CENTRAL MODEL G.B. 175" 3/4" s.s.u. 8.1 K-FACTOR .. • INSTALL CENTRAL MODEL G.B. 175" 3/4" CHROME RECESSED 8.1 K-FACTOR. © INSTALL CENTRAL MODEL ELO-GB QR 200" .64 S.S.U. ORIFICE UPRIGHT 11.4 K-FACTOR. ~ SPRINKLER DEFLECTORsTO BE /'-6" BELOVJ STRUCTURAL MEN BERS CTYP) JOHN CAROLLO ENGINEERS I, WATER SUPPLY DATA: STATIC = 74 PSl-10% = 66.6 PSI RESIDUAL= 48-10% = 43.2 PSI AT 2412 PGM 2. ALL HEADS ON THIS DRAWING TO BE CORROSION PROOF. 3. THIS AREA CALCULATED AT .40 GPM FOR 2500 SQ FT SYSTEM DEMAND OF 1228.6 GPM 'AT 33.6 PSI AT BASE OF RISER. EXTRA HAZARD -GP2. 4. A~L PIPING SHALL BE HYDROSTATICALLY TESTED AT 225 PSI. £ 5. PROVIDE 6 SPARE SPRINKERS OF EACH TYPE AND SIZE . 6. SPRINKLER MAINS AND LATERLS SHALL BE INSTALLED 6 INCHES BELOW STEEL ROOF BEAMS C TYP) . APPROVED C-2961-B 16TH STREET PUMP STATION ~ Ab "'* U~RECTOR R.C.E. NO. 38799 PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO. CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO. CA • BAKERSFIELD, CA VISALIA, CA , LOS ANGELES, CA 3-95 JLN ffiMISC FIRE St"STEt.'1 ADDl"flONS ~"';:_;~; PUMP STATION - FIRE SPRINKLER PLAN DATE BY I DESCRIPTION APP'D DESIGNED DJL\WE REVISIONS CHECKED JWS DRAWN RM\ORS DATE JANUARY 95 CITY OF NEWPORT BEACH W-5231-S M-9 UTILITIES DEPARTMENT SHEET PS37 OF PS6 DWG LAST EDITED BY; DSC USER LOGIN TIME: JANUARY 24, 1995 9:33 AM DWG lAST EDITED ON; 01/24/95 14:25:01 DWG NAME; Y:\3394A\SMNP8009.DWG XREFS: SGNPBOOI I SMNPBID5 I SMNP8122 I SSNPB202 I ji ' ... ~~ lo I 1 '-6" 10•-o" 5'-0" • 5'-o'' 1 o•-o" 5' -o" I • 5'-0" 1 o· -o" 5' -0)1 9' -0" 1 I -0" C 2 ~I. r vZ727JJ z z z· •• ·zz·••r••z .. z 7z··zz·zzzzzz zzzzzz··· ·r7zzz7zz7zzzz· zzzzzz· zzzzzz··zz:,,.·z7zzzzzzz· ··,,··zzzz· ··zzzz .. ·zzzzzzzzzz·--· ;· •••• • ·,zz·,1 _.,_-========·=:; ..... •, •:;-•·· .. ::: .. :: .. :::c: ... :::::::. ::c • •·· •••• /.L. •.• ./. •. ::::::::: .. :::0.:::.:::: .. :: .. ::::.:::: .. ::: .. ::: .. ::::.:-:-_. ..... ,::: .. ::: .. ::::.:::: .. :: ... : ::::'.:c-·· ·•• •••• •••••••• ·•• ••••••• ••· •••• •·•• ·•• •• :.::: .. ::: .. ::::.::: .. ::: .. ::·, •• _ ··, .::: .. ::::.:::: .. ::: .. ::::.::: .. ::: .. ::::: ...... : .. :::::'.:::.:::: .. ::::.:::: .. ::: .. ::::.:::: .. ::::::: .::::!:{.::: .. ::::.:c: .. :: ,·· .-···. ::: .. ::: .. :::: .. ::: .. :::. ::: .. :::: .. ::: .. ::: .. ::::.:::: .. ::: .. c::.::::c:: .. :::::'.:1 .::: ... ::.:::::'.'.: .. ::::.:···!'.--,,__--- & (/ ~~ • 1 ~o .'.:~L"-... , b ·1 ' i • ' 221 lVJ 189.,...._--½4-~ 0 ! -.,s:i'. .. i :Ui;; I \ ! 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L ..... ./../J. .... . ...... , . . ...... /.. ... . ...•.. / .... .............. ../. ... . . .. . .. ... ..L'L .......... .L.L. ... ... .... ... ......... .... ... .... .... . .. ✓... . • ..• .. ..•• .... ... .. ...... L ... . ... /... ··"'· .... . ....... ,.. .. . .. . ................ /... . .. L ... L .......... .::.L . .x..., .. /....... ......... ... .. .. .t..✓.:.L. ....... /./..✓.:.✓• •••••••••••••• L,........ . ...... L.!. ... /..:.1 CONSTRUCTION NOTES 0 (§ @ ® @ @ (§ @ @ ® @ § § 8 @ INSTALL PIPE SLEEVE PER DETAIL 425 ON DWG T-6 . INSTALL 6" SCHEDULE 40 STEEL WATER PIPE. INSTALL 2" SCHEDULE 40 STEEL WATER PIPE. INSTALL 1" SCHEDULE 40 STEEL WATER PIPE. INSTALL 6" -150 LB. FLANGE. INSTALL HANGER ROD FOR STEEL PIPE PER DETAIL D ON DWG. M-11. STUB 2" DRAIN THROUGH WALL AT ELEV 107.00 INSTALL EARTHQUAKE BRACE PER DETAIL B AND C ON DWG M-11 INSTALL ¥~)6 DUCTILE IRON WATER PIPE. INSTALL 1 1/2" SCHEDULE 40 WATER PIPE. INSTALL 1 /4" SCHEDULE 40 WATER PIPE. INSTALL 4" -150 LB. FLANGE. INSTALL 4" -150 LB. BLIND FLANGE. INSTALL oX4" SCHEDULE STEEL 40 REDUCER. INSTALL t' SOCKOLET. ' i CD 3/16" SEE NOTE 4 PLAN 3/16" • 1 '-0" INSTALL 4"X1 1/Z' SCHEDULE 40 REDUCING TEE. INSTALL 4" SCHEDULE 40 STEEL WATER PIPE INSTALL 1/4" SOCKOLET. INSTALL 2" ANGLE VALVE, CENTRAL MODEL F -16 INSTALL 1" BALL VALVE, CENTRAL MODEL F -19 (AUX, DRAIN). INSTALL 1 / 4" 3-WAY GLOBE VALVE, CENTRAL MODEL F -17 INSTALL FLOW SWITCH, POTTER MODEL VSR-F. INSTALL POTTER 1 o• ELECTRIC BELL MAINTAIN 2" CLEARANCE AROUND PIPE ALL PIPE, FITTINGS, HEADS TO BE CORROSION PROOF. INSTALL PRESSURE CAGE (0-300 PSIG) INSTALL 6" FLANGED 90" BEND -STEEL INSTALL 6" STEEL TEE DROP PIPE WITH 90" ELLS TO ELEVATION BELOW LOWER CEILING INSTAlt.L SPLASH BLOCK PER DETAIL 355 ON DWG C-5 0 4 8 16 SCALE IN FEET b I OC) • 'i.::ZZ.Z7..ZZ.Z.Z.7Z.i.'.Z.ZZ.ZZZZ,;?,'.?.Z;~;.::z.z.z.;;::z.;/ '\ ..... "' ""'" "' "'t "' '" "'"' '"" .. ; ~ ·i ..... = 4 ; .. ,.,,,,,,, .... ,., ............................. , ...................... , .. ,,, .. ,,, ............................. "ill1 l ~ 1/ r·····; ·: .. zz;,::zz,.z~:zz.i.'.Z!.71.:Z.?Z;r,?,:Z.ZLZZZZZ.1 :1 .~.. ~ ,. I 1---............. _ ............ o.....+ ............. _ ............. _ .............. _ ............. -B-................. _ ........... ---"-.... .,.,,1-'<'---·,:-'=;""~ A2' ~.__-,.;c~=· ~:-,...,....., '"---==~ i ~~ i 1 i 1 ~ 1 --1----..-2" CLR MIN. ffi j;: q_ EL. 116.0 ··~--------~ Cf EL. 111.00 .L.·t; ~ : ~ Oo. .. 1 i'= ("l.___, § ' ' LEGEND 0 HYDRAULIC REFERNCE POINT ,< 7 SEISMIC BRACE 0 INSTALL CENTRAL MODEL G.B. 8.1 K-FACTOR. ~ ............ : SECTION 3/16" = 1 '-0" 175· 3/4" s.s.u. 40 • INSTALL CENTRAL MODEL G.B. 175· 3/4" CHROME RECESSED 8.1 K-FACTOR. © INSTALL CENTRAL MODEL ELO-GB QR ORIFICE UPRIGHT 11 .4 K-FACTOR. JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • nJCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA , LOS ANGELES, CA .. 3· "tS J LN DATE BY 200" .64 s.s.u. l DESCRIPTION REVISIONS b I SUPPORT COUPLING. 8 . !,~T' ! q :...i-c ii;_ EL. 107.00 ,.__' ................. : ..... f. ............ : ............. : .... : ........ 171 ~ j. i L l 235 1 i • : .. • ' ' SECTION ED 3/16" = 1'-0" KEY NOTES Q SEE DRAWING M-9 FOR CONTINUATION. B SEE CONTRACTORS DRAWING C-5 FOR CONTINUATION. NOTES: 1. WATER SUPPLY DATA: STATIC = 74 PS1-·10% = 66.6 PSI RESIDUAL = 48-10% = 43.2 PSI AT 2412 PGM 2. ALL PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS. ffi 3. SPRINKLER MAINS AND LATERALS SHALL BE INSTALLED 6 INCHES BELOW S'TTI:L ROOF~ BEAMS ITYPI 4. THIS AREA CALCULATED AT 0.21 GPM FOR MOST REMOTE 1500 SF SYSTEM DEMAND OF 615.5 GPM AT 49.7 PSI AT BASE OF RISER. ORDINARY HAZARD -GP2. & 5. MIN. CLEARANCE AROUND RISERS AND MAINS PENETRATING FLOORS AND WALLS SHALL BE 2°' ITYP) . -• & 6. PROVIDE FLEXIBLE COUPLINGS WITHIN 3 FEET OF WALL EACH SIDE OF MASONRY WALL PENETRATIONS. CAULK ALL PENETR.la'IONS PER~ ~ _£ 7. INSTALL FLEXIBLE COUPLINGS ON ALL PIPE 3" AND LARGER C-2961-B APPROVED . 16TH STREET PUMP STATION ~ >m, .. ., ,'; u~QiREGTOR 38799 R.C.E. NO.~~~ EXTENSION - 3/,.1/•,s DATE ---'-' -_,2.,_,Jc...:'l:nS:,__ __ FIRE SPRINKLER PLAN DESIGNED DRAWN APP·D DJL\LJE RM\DRS CITY OF NEWPORT BEACH w-5231-S M-10 CHECKED DATE JWS JANUARY 95 UTILITIES DEPARTMENT SHEET PS38 OF PS62 DWG LAST EDITED BY: DSC . USER LOGIN TIME: JANUARY 24, 1995 9:33 AM DWG LAST EDITED ON: 01/24/95 14:44:12 DWG NAME: Y:\3894A\SMNPB010.DWG XREFS: SGNPB001 I SMNPB106 j SMNPB123 I SMNPB124 I SSNPB134 I • ' ' ,. -. . ......................................... , ......... , t l ; ; ; H,........---'-'-------+--+-------, ' ,,' ~ ---r 1 ·: ; •: 2 (TYP) . . ... ., ..... ______ 194 c, ! ·~--------,.1" I ' • ,,= "''"'"'""''"'"'"'"'''"'"""''f .:. i 1,<;;;;>,, I 1~, I 1~, I . s~~ ~'-"===~,,=~;;;;~~;;:;;:;;: ,~ . :-:;~;;:;-:_:;;;;;:;-:_;_m, .. ,.,===::,_:;;.;;:;-:_,:,~;~::;;7 /' I ~ 1 f , , ; : i .. i I ~ :~~1. ~:~ ' : ,T-1-f : I : l" l "l"'._.., I ., ~ , f I ~:~ ~ ----~1Hi'i==ll:===:jj::::::l 1<1Hl---cc,.,,----+-----I!----¾-f1-1 j \ I ~-------11-----11-o ~-f;~ EXISTING WALL~---·············o~-- PIPE I RISER--! FAST CLAMP (TOLCO FIG. 1000) NOTES: SWIVEL FITTING (TOLCO FIG. 910) 2 PLACES LEAF SPRINGS (SHOWN FLAT) 2 PLACES 1. TO ASSURE MINIMUM REQUIRED TORQUE- TIGHTEN HEX NUTS UNTIL LEAF SPRING IS FLAT. 2. TOLCO STRAIGHT FITTING, FIG. 975 MAY BE USED IN PLACE OF THE SWIVEL FITTING, FIG. 910. 8 DETAIL SCALE: 1" = 1 '-o" EARTHQUAKE RISER BRACE • , ~ b C, 0 ~ I> .. t,•~--~---·-·········· -·········--···· ....... --------;--~• _· .. ----tt--+ -ft-- EXISTING· PIPE I SWIVE;__ FITTING (TOLCO ~JG. 910) FAST CLAMP (TOLCO FIG. 1000) LEAF SPRINGS (SHOWN FLAT) "----EXISTING WALL NOTES: 1. TO ASSURE MINIMUM REQUIRED TORQUE- TIGHTEN HEX NUTS UNTIL LEAF SPRING IS FLAT. 2. TOLCO STRAIGHT FITTING, FIG. 975 MAY BE USED IN PLACE OF THE SWIVEL FITTING, FIG. 910. 3. TOLCO PIPE CLAMP, FIG. 4A, WITH TOLCO SWIVEL FITTING, FIG 910, MAY BE USED IN PLACE OF LEAF SPRING. C DETAIL SCALE: 1'' = 1 '-0" TYPICAL ALL EARTHQUAKE LONGITUDINAL BRACES 3/16" -0 4 8 SCALE IN FEET 16 ' " ; ............................... ~ ..... , ' A SECTION M-9 SCALE: 3/16" = 1'-0" CONSTRUCTION NOTES @ INSTALL PIPE SLEEVE PER. § INSTALL o SCHEDULE 40 STEEL WATER PIPE. @ INSTALL 1· SCHEDULE 40 WATER PIPE. 9 INSTALL o 150 LB. BLIND FLANGE. @ INSTALL HANGER FOR STEEL PIPE (SEE ®) LEGEND 0 HYDRAULIC REFERNCE POINT 7 SEISMIC BRACE 0 INSTALL CENTRAL MODEL G.B. 175· 3/4" S.S.U. 8.1 K-FACTOR. e INSTALL CENTRAL MODEL G.B. 175" 3/ 4• CHROME RECESSED 8.1 K-FACTOR. © INSTALL CENTRAL MODEL ELO-GB OR 200' .64 S.S.U. ORIFICE UPRIGHT 11.4 K-FACTOR. JOHN CAROLLO ENGINEERS PHOENIX, AZ , WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA , BAKERSFIELD, CA \IISAUA, CA LOS ANGELES, CA BY DESCRIPTION REVISIONS RETAINER STRAP CD KEY NOTES DETAIL ' ' I ~ 1 ; ; i .............. '111 l" .......... ) TOP BEAM C CLAMP ALL-THREADED ROD PfPE RING SCALE: 1" - 1 '-0" TYPICAL ALL HANGERS ~ SEE DRAWING M-10 FOR CONTINUATION. / C-2961-B APPROVED 16TH STREET PUMP .-.STATION ARE SPRINKLER SECTION AND DETAILS APP"D DESIGNED DRAWN DJL \LJE RM\DRS CITY OF NEWPORT BEACH W-5231-S M-11 CHECKED DATE JWS JANUARY 95 UTILITIES DEPARTMENT SHEET PSJ9 OF PS62 DWG !AST EDITED BY: DSC USER LOGIN TIME: JANUARY 2J. 1995 7:22 AM DWG LAST EDITED ON: O1/2J/95 09:34:06 DWG NAfAE: Y:\J894A\SMNPBO11.DWG XREFS: SGNPBOO1 J SMNPB\21 I SMNPB125 J SMNPB126 I SMNPB127 I SMNPB112 I • • cp r---------~--------------------------~--------------------------------------7 I I I I Q I ' I \ I~ -------1-:-:-i~ TO DISCHARGE HEADER INJECTION POINT I I ~.,____,____7 I ) --------------- I IT1 I I I I 1 ~ ,_ I ·'to a. I I r::. IT! "' ~ -i ◄~i...L-ijE)=j~ i NoOCI PUMP NO Hf NoOCI PUMP NO 2 i IT! NoOCI PUMP NO 3 NoOCI PUMP NO 4 l ED PLAN 1/4" - 1 •-0" lJ I io~ I a. U) t --------- • AQA PUMP NO 1 ' ~- J I AQA PUMP NO 2 ' . I J AQA PUMP NO 3 IJ1 AQA PUMP NO 4 I -- 8 '--r,J I T I • . . ✓ I ~ , AQA ABSORBER TANK E 1 DM-2' i • 1 ;\I ,/ ..., 11 AIR·COMP. & RECEIVER PACKAGE AQA TANKS FILL & VAPOR RETURN CONNECTIONS DRIP PAN f D ", (TYP) - I I \ 1 I i I 9 4. 5 . 6. 7. SEE DWG DM-2 FOR NoOCI AND AQA PUMPS PIPING ISOMETRICS. SEE DWG DM-3 FOR HPA SCHEMATIC. SEE DWG DM-4 FOR NoOCI AND AQA STORAGE TANK DETAILS. SEE DWG DM-5 FOR NoOCL SYSTEM SCHEMATIC. SEE DWG DM-6 FOR AQA SYSTEM SCHEMATIC. NOT ALL THE PIPING IS SHOWN ON THIS DRAWING. CONTRACTOR SHALL PROVIDE ALL THE PIPING SHOWN IN SCHEMATICS AND ISOMETRICS. DETAILED SHOP DRAWINGS FOR ALL THE PIPING INCLUDING SUPPORTS SHALL BE SUBMITTED FOR CITY'S REVIEW AND APPROVAL. 8. ALL THE PIPING SHALL BE SUPPORTED AS REQUIRED AND IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. 9. ITEMS SUCH AS HOSE VALVES, HOSE RACKS EMERGENCY SHOWER AND EYE WASH STATIONS, AIR TOOL CONNECTORS, AND UTILITY WATER AND HPA PIPING ARE NOT SHOWN ON THIS DRAWING, BUT SHALL BE PROVIDED ACCORDING TO CONFORMED CONTRACT DRAWINGS AND SPECS. LOCATIONS SHALL BE ADJUSTED AS REQUIRED AND SHALL BE SUBMITTED FOR CITY'S REVIEW AND APPROVED . 10. SLEVES SHALL BE PROVIDED FOR ALL PIPE PENETRATIONS PER TYPICAL DETAIL 425. > .. ' •.~:~-~ t ·-._.) "··' ' i • APPROVED I C-2961-B 16TH STREET PUMP STATION DISINFECTION CfWlGE ORDER -JOHN CAROLLO ENGINEERS (ACTING) UTILITIES MANAGER RCE. NO __ _ MECHANICAL PLAN PHOENIX, Al • WALNUT CREEK, CA 5ANTA ANA, CA SACRA~[NTO. CA SAN BERNARDINO, CA , T\JCSON, AZ SAN DIEGO, CA BAHERSflf.LD. CA VISALIA, CA LOS ANGELES, CA 3/"lfo LJE MDl/5/NF£CT!DN CHJINCli CJKDE/c DATE ------- 1--DA_T_E -t--B-Y-1-~~---D-E-SC_R_IP-T1_o_N-----f-A-P-P'-□+-c0=Es=ic=,~=~-~-~-o~RA=w=N L-N--+--C_IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H~-W---5-2_3_1_--S~j~. -DM---1-1 REVISIONS CHECKED DAl5EC. 95 PUBLIC WORKS SHEET OF DWG LAST EDITED BY: JVL USER LOGIN TIME: MARCH 6, 1996 8· 12 AM DWG LAST EDITED ON: 03/06/96 10:52:32 OWG NAME: H:\NP _BEACH\38948\SMNPBOSO.DWG XREFS: SSNPB5D1.dwg I SMNPB501.dwg I SGNPB001.dwg I • • HIGH WATER LEVEL ALARM FLOAT SWITCH (TYP-2) 2" PERFORATED PIPE W/ 1/4" 0 HOLES ON 2 CENTERS 3/4'" GV FLOAT VA. [ FRP CHANNEL SEE NOTE 4 --::::CJ •• ,· /4 ~ , '/ ,' / \ PIPE SUPPORT (TYP) TOP OF TK. / I J ~PROVIDE 3" AIR-GAP BETWEEN BOTTOM OF PIPE SUPPORT (TYP) PIPE AND RIM OF TANK --~ 3• PVC OVERFLOW & DRAIN LOCATE 6" FROM TOP & BOTTOM RESPECTIVELY --@'\ \!!!) 500 SUPT. NOTES: 1. FIBERGLASS TANK 3'-0" DIA. x 5'-6" HIGH 2. SEE DWG. DM-6 FOR AQA SYSTEM SCHEMATIC. =-EB 3. ATTACH FRP CHANNEL TO TOP OF TANK PER DETAIL F OVERFLOW AND DRAIN NOZZLES SHALL BE PER TYP-720 • 4. AQA ABSORBER TANK N.T.S. A WALL· ,,----1" NaOCI TO INJECTION POINTS NOTES: 1. FOR ADDITIONAL INFO. REFER TO DWG. DM-5 2. ~ ELEV. OF SUCTION PIPE SHALL MATCH ELEV. OF TANK OUTLET NOZZLE. 3. FASTEN PIPES TO SUPPORTS W/ CLAMPS. SODIUM HYPOCHLORITE PUMP PIPING N.T.S. • FRP C5xl 3/8x1/4 TANK 5/8"0 FIBER BOLTS (TYP) ------------------------------ ED DETAIL 3/4" = 1 •-0" -- FRP L4x4x1/4 JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAl.1[NT0. CA SAN BERNARDINO, CA • TIJCSON, AZ SAN DIEGO. CA • BAKERSFIELD. CA VISALIA. GA LOS ANGELES, CA r:::::::::::::::.--<~WALL 1• AQA TO INJECTION POINT 530 PIPE SUPPORT TYP (TYP) 1" AQA TO INJECTION POINT NOTES: N-2 D 1, FOR ADDITIONAL INFO. REFER TO DWG. DM-6 ~· I rn2'i PIPE SUPPORT wi-•-------t-\V=TY-.,cP-1---~(TY~P~)-- 2. ~ ELEV. OF SUCTION PIPE SHALL MATCH ELEV. OF TANK OUTLET NOZZLE. B AQUA AMMONIA PUMP PIPING N.T.S. 3196 LJ£ 4 DISJA/FE.U!ON C!HAA/6£ CJRl)ff DATE BY DESCRIPTION REVISIONS APPROVED (ACTING) UTILITIES MANAGER R.C.E. NO. __ _ DATE _______ _ APP'D DESIGNED AKW CHECKED DRAWN LN DATE DEC. 95 3. SPRING LOADED PISTON TYPE CV. 4. FASTEN PIPES TO SUPPORTS W/ CLAMPS. C-2961-B 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER MECHANICAL ISOMETRICS & DETAILS CITY OF NEWPORT BEACH W-5231-S DM-2 PUBLIC WORKS SHEET OF DWG !LAST EDITED BY: JVL USER LOGIN TIME: JANUARY 16, 1996 8:12 AM DWG LAST EDITED ON: 01/16/96 10:35:33 OWG NAME: H:\NP _BEACH\3894B\SMNPB053.DWG XREFS: SGNP8001.dwg I S!ANPBSD3.dwg I SMNPB502.dwg I S!ANPB504.dwg I SMNPB505.dwg I I ' • .. ~_c_-_0_5_1 -~ & [~_c_-_0_52_~ r-------1 COMPRESSOR/RECEIVER PACKAGE I r--tPSH/PSL-050 PSHH-050 PG------.....; / PRE-FILTER I I I I I I I L COMP'S. RECEIVER ROUTE DRAIN TO SUMP I I I __ J 1 /2" 0 L HIGH PRESSURE GAS CV (TYP-3) T-050 NOTE: REFER ALSO TO DWG NO DM-6 A \ TANK FILL CONNS. ~-\--\ ------. ---- ff!$-@-3/8" FRP WATERTIGHT COVER PLATE I· FRP DRIP PAN ---'--~-11 MADE W/ 3/15' THICK FRP PLATES 2'-4" ·I -f---~\-\-. ---------+ (2) 1/2"0 ST STL CA W/ 2 1/4" MIN EMBEDMENT FRP L6x6x1/2 FRONT ELEV. CHECK VALVE REOD.~1 @ AQA LINE ONLY. SLEEVE 425 WALL COAT MASONRY W/ / CONTAINMENT LINING AT DRIP PAN, FROM 6" ABOVE FILL CONNECTION TO BOTTOM OF DRIP PAN. TANK FILL. CONNECTION 1/4"x1" NEOPRENE STRIP EPOXY BIND TO COVER PLATE ST STL HINGES b (TYP) TYP I "' 2"0 SCH 80 PVC PAN DRAIN , ROUTE TO SUMP SUPT. FM. WALL W/ FRP@ TYP SIM --I I --- ~ I I 1 •-0" SIDE ELEV. 1--FRP DRIP PAN RP L6x6x1/2 D FILL CONN. DRIP PAN DETAIL DM-1 N.T.S. b I "' INTERMEDIATE FILTER AFTER-FILTER "-"-/._ __ ROUTE ALL DRAINS TO SUMP HPA SCHEMATIC N.T.S. • 1/2" 0----' SET @ 20 PSIG W/TEFLON SEAT ---1/2" 0 W/TEFLON SEAT 2" 0 NoOCL (VENTl-----,-.' 6 I I') :S' x2" x2" TEE ------- I I I I 3" 0 -----: I : : )y NaOCL TANK (TYP) SET@ 28 PSIG AQA TANK NO. 1 SET @ 28 PSIG AQA TANK NO. 2 <t_ 2" NaOCL FILL LINE F NaOCL TK. FILL LINE DETAIL M-4 N.T.S. ' . TANK WALL OR HEAD 7 --~ '\r -- 1 ~+----~-OR OUTSIDE LAYUP ON FIBERGLASS TK. 1/4 1" BACK-PRESSURE VALVE. SET AT 50 PSIG FOR NaOCI AND 200 PSIG FOR AQA JOHN CAROLLO ENGINEERS PHCE:NI)(, AZ • WALNUT CREEK, CA S.6.NTA ANA, CA SACRAMENTO. CA SAN BERNARDINO, CA • TIJCSON, Al SAN DIEGO. CA OAK[RSrl[LD, CA VISALIA, CA LOS ANGELES, CA AS REQ'D TO SUIT 3/4" 1 /2" 0 HOLE (TYP) 1/4" x 1 1/2" FLAT STOCK (STL FOR AQA TANK PIPE OD AND FIBERGLASS FOR NaOCI TANK) / AS REQD. NOTE: FASTEN PIPES AND CONDUIT TO SUPPORTS W/ST STL CLAMPS AND HARDWARE 8 PIPE SUPT. CLIP DETAIL M-4 N.T.S. NOTE: FOR AQA: USE TYPE 316 ST STL SPRING-LOADED PISTON TYPE CHECK VALVE ANO TYPE 316 ST STL BALL VALVE. FOR NaOCL: USE CPVC BALL CHECK VALVE. AND DIAPHAGM VALVE. (REFER TO SPECS.) UNION-~ CV ~-1• CHEMICAL DIFFUSER PIPE W/Z' FLG SHUT -OFF VALVE -2" SCHEDULE 80 STEEL PIPE W/3" FLG, EPOXY COATED INSIDE/OUT SIDE ---3" FLG NOZZLE I-------------',---DIFFUSER PIPE EXTENSION Cf:') CHEMICAL DIFFUSER DETAIL DM-5 N.T.S. = D/2 DM-6 C-2961-8 APPROVED (ACTING) UTILITIES MANAGER R.C.E. NO. __ _ 3/90 LJE DIS!NFEt!T/DN CHAAIG£ ()!!?DEi:' DATE ______ _ DATE BY DESCRIPTION DESIGNED APP'D AKW DRAWN LN REVISIONS CHECKED DATE DEC. 95 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER MECHANICAL HPA SCHEMATIC AND DETAILS CITY OF NEWPORT BEACH W-5231-S DM-J PUBLIC-WORKS SHEET • OF DWG LAST EDITED BY: JVL USER LOGIN TIME: JANUARY 16, 1996 8:12 AM DWG LAST EDITED ON: 01/16/96 10:36:36 DWG NAME: H:\NP_BEACH\38'948\SMNPBOSS.DWG XREFS: SGNPB001.dwg I SMNP8512.dwg ·I SMNP8513.dwg I SMNPB514.dwg I S>ANPB516.dwg I SMNPB519.dwg I FILL LINE DETAIL ' 8 e :ANK NO. 2 ONLY • \o I N ' I 2'-9" - g" ~8 N-1 •• PLAN e !DETAIL ! I g·-0•1 1.D. NOTE: SEE PLAN FOR TRUE ORIENTATION ELEVATION e 00 e 00 T.L. (AS REQD.) I I I---FILL LINE ONLY Ii I! I Ii I w I 'b \o • NO. N-1 N-2 N-3 I L I I N-4 i ' N-5 N-6 N-7 N-8 MH-11 I MH-2 I I B I I I PG NOTES: 1. SEE DWG. DM-5 FOR MECH. SYSTEM SCHEMATIC. 2. SEE TYP. 720, SHEET 5 FOR TIE DOWN LUG. SEE NOTES ON TYPICAL 720 SHEET 1 THRU 6. NOZZLE SCHEDULE QUANTITY SIZE FLANGE RATING AND SCHEDULE r PROJECTION SERVICE :r USE TYP. SHEET 1 :J' USE TYP. SHEET 6 2" USE TYP. SHEET 3 ' JI J USE TYP. SHEET 1 1 3" USE TYP. SHEET 1 • 2" USE TYP. SHEET 1 2· USE TYP. ' i SHEET 2 j' ''A~ USE TYP 1 f RE 'D SHEET 1 24" USE TYP. SHEET 4 USE TYP. 1 24" SHEET 4 SEE DET B, 720 6" 720 6" 720 6" 720 tj,'' I v' 720 720 6" 720 6" 720 5" 720 1 O" 720 SEE ELEV. DM-3 FILL DRAIN OUTLET SENSOR U-TYPE VENT SPARE W/ BF OVERFLOW REUSERSE LEVEL INDICATOR MANHOLE MANHOLE NAMEPLATE SUPPORT CLIP A SODIUM HYPOCHLORITE TANK DETAILS N.T.S. 'm I N • Ol I N SG 8 \ 4" 8 88 8i e'.\, \ ' \ ....___ 1 '-6" 2' -9" PLAN N-1 I ' I ~i i i.o \o \o 0 I f;\ 1/ , v _,,/ N-8 I I ' ... : 1' :-' I I I I I I II I I I I " I~ I " (AS REQD.) tl---FILL LINE Ii ONLY " ll ',_ I ~ ,;::"°:t,--t,l,+.-tTYP-4) . 1.:--t-----------------'i<_~J,111 io 2" SCH. 160 PIPE SUPT. AS REQD. ---- 'b - -H o~ 'b c:i(L I :cs N T.L. T.L. \o NOTE: SEE PLAN FOR TRUE ORIENTATION ~--WELD PIPE TO SKIRT ELEVATION 1/2" THICK A-36 (SEE NOTE-3) CD NOTES: 2 3/ff' GUSSET DETAIL N.T.S . • - 1. SEE OWG. DM-6 FOR MECH. SYSTEM SCHEMATIC. 2. BASE RING GUSSETS SHALL BE EQUALLY SPACED BETWEEN EACH BOLT HOLE. -------------·-----------,_ ____ NOZZLE SCHEDULE ... ... ----·-··-·---. .. NO. QUANTITY SIZE FLANGE RATING PROJECTION SERVICE AND SCHEDULE -=---=-==--== ----------------------. . . . ------------------------.. ---- N-1 1 t' 150# FF SCH 160 f,' FILL 1------·-- N-2 1 2" 150# FF SCH 160 10· OUTLET ---------- N-3 1 f;' 150# FF SCH 40 ff' SENSOR L-----. ···-·- N-4 1 S' 150# FF SCH 160 6" PRESS. & VAC. RELIEF VA. --- ----·-- N-5 1 '1' 150# FF SCH 160 5• VAPOR RETURN ··< .. ----------- N-6 1 '1' 150# FF SCH 160 6" AIR INLET '--· N-7 1 s 150# FF SCH 160 6" PRESS. . TRANS. N-8 1 3/4" 150# FF SCH 160 -TEMP. PROBE ----- N-9 1 2· 150# FF SCH 160 f,' SPARE W/ BF ·--· N-10 1 2" 150# FF SCH 160 f,' SIGHT LEVEL GAUGE - --------------· L. MH-1 1 24" 150# FF SCH 40 1()" MANHOLE W/Bf '-·-----1-------------·· ------ MH-2 1 24" 150# FF SCH 40 SEE ELEV. MANHOLE W/B ---------·------- A-1,2 ! 2 24" HOLE IN SKIRT -ACCESS ' ----:----------· -- A-3 1 ff' HOLE IN SKIRT -OUTLET NOZZ. ! ··-···-·r .. V 4 t' HOLE IN SKIRT -SKIRT VENT B --~~-------. -----~-- ----NAMEPLATE ' ··-·---. ----· ! PG AS REQD.: -SEE DET -SUPPORT CUP ·----·· ~ ---· . -------------------·------ D 1 2· 150# FF SCH 160 4" DRAIN W/ BF --------. . . . SG 1 t' 150# FF SCH 160 4" SIGHT LEVEL GAUGE ® AQUA ~~~ONIA TANK DETAILS JOHN CAROLLO ENGINEERS PHO[NIX. AZ • WALNUT CREEK. CA SANTA ANA, CA • SACRAUENTQ. CA SAN BHINAROINO, CA • nJCSON. AZ SAN DIEGO, CA BAKERSFIELD, CA VISALIA. CA LOS ANCELES. CA 3/<Jfo LJE. 4 D/SINFEC!TIOAI tYIANBE OKDER DATE BY DESCRIPTION REVISIONS APPROVED (ACTING) UTILITIES MANAGER R.C.E. NO ___ _ DATE _______ _ APP'D DESIGNED AKW CHECKED DRAWN LN DAT[ DEC. 95 C-2961-B 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER MECHANICAL STORAGE TANKS DETAILS CITY OF NEWPORT BEACH W-5231-S DM-4 PUBLIC WORKS SHEET OF DWG LAST EDITED BY: JVL USER LOGIN TIME: JANUARY 16, 1996 8:12 AM DWG LAST EDITED ON: 01/16/96 10:37:42 owe NA!AE: H:\NP_BEACH\3894B\SMNPBOS4.DWG XRU-5: SMNPB5D6.dwg I SMNPB507.dwg 1. SMNPB508.dwg I SMNPB509.dwg I SMNPB510.dwg I SGNPB001.dwg I • 2" NaOCI TANK FILL @ CONNECTION NOTES 1 . 2. ALL SODIUM HYPOCHLORITE PIPE AND FITTINGS SHALL BE SCHEDULE 80 CPVC UNLESS SPECIFIED OR NOTED OTHERWISE. PUMP DISCHARGE PIPING SHALL BE 1 -INCH IN SIZE UNLESS SPECIFIED OR NOTED OTHERWISE. SEE DWG M-? FOR REQD PIPE CONTAINMENT 3. CONTRACTOR SHALL SUBMIT DETAILED PIPING LAYOUT TO ENGINEER FOR APPROVAL, SHOWING ALL VALVE, APPURTENANCES AND SUPPORTS. ® @ NOT USED FLUSHING/ DRAIN CONNECTION. PROVIDE 1'' DIAPHRAGM VALVE AND PVC QUICK DISCONNECT COUPLING. @ THREADED CONNECTION FOR CALIBRATION COLUMN. ® PROVIDE 3" PVC QUICK DISCONNECT COUPLING. TANK VENT (TYP) FLUSHING/DRAIN CONNECTION. PROVIDE 1/i' DIAPHRAGM VALVE ANO 1• PVC QUICK DISCONNECT COUPLING. PIPE SUPPORTS PROVIDED BY TANK SUPPLIER MAX. SPACING 4'-0" O.C (TYP) ----.... TANK FILL @ CONNECTION 2" NoOCI I I I ~::::h I I SODIUM HYPOCHLORITE STORAGE TANK NO. 1 I I I ==r I I T-300 3" NaOCI TANK DRAIN CONNECTION 2" NaOCI I I -I ==I, I © 2"0 ANTI-SIPHON VENT (TYP) SODIUM HYPOCHLORITE STORAGE TANK NO. 2 I I I I ==p I T-310 5' NaOCI TANK DRAIN CONNECTION © ULTRASONIC LEVEL SENSOR I LE-310 FLUSHING/ DRAIN\ CONNECTION@ \ 2" NaOCI- PLASTIC STRAINER {'TYP) • PROVIDE 2" HASTEALLOY C ORY QUICK DISCONNECT COUPLING WITH LOCKING CAP AND CHAIN; KAMVALOK OR EQUAL. GASKETS SHALL BE TEFLON. ULTRASONIC LEVEL SENSOR I LE-300 2" NoOCI CALIBRATION COLUMN PULSATION DAMPENER (TYP.) / EXTERNAL PRESSURE RELIEF VALVE (TYP) - SET @ 100 PSIG (TYP) • 1" CPVC / BALL CHECK VALVE (TYP) 1'' NoOCI FLUSHING/ -DRAIN _/_ CONNECTION@ SODIUM HYPOCHLORITE PUMP No. 1 I 'P-320 I PG MK NO.G] 2" NoOCI C C CALIBRATION COLUMN 2" NoOCI (TYP) SODIUM HYPOCHLORITE PUMP No, 2 I P-330 I SODIUM HYPOCHLORITE PUMP No. 3 SODIUM HYPOCHLORITE PUMP No. 4 T-350 P-340 I 1" NaOCI 0Y. ----1 /2'' NoOCI (TYP) J 1'' NaOCI PG MK NO.G] C 1" NoOCI PG MK PRESSURE SWITCH PSH-350 PRESSURE SWITCH I PSH-340 i A SODIUM HYPOCHLORITE FEED SYSTEM SCHEMATIC JOHN CAROLLO ENGINEERS PHOENIX AZ • WALNUT CREfK. CA SANTA ANA, CA SIICR"IAtNHJ, Cl'I SAN B[RNARDINO, CA l\JCSON. AZ SAN DIEGO, CA BAkERSFIELD, CA VISALIA, CA ' I.OS ANGElfS, CA • PRESSURE SWITCH SET @ 75 PSIG (TYP) PS I PSH-320 I DIAPHRAGM SEAL (TYP) -1" NaOCI (TYP) PRESSURE SWITCH 1-PSH-330 1" NaOCI 1" NaOCI DIAPHRAGM VALVE (TYP) 1" NoOCI <t/ 1'' NoOCI <t/ 3/CJIA LJ£ -4-DISINFl:.CTI0N CHANO£ t!JRlJEJ? DA ff BY DESCRIPTION APP'O REVISIONS APPROVED (ACTING) UTILITIES MANAGER R.C[ NQ ___ _ DATE _______ _ DESIGNED AKW CHECKED DRAWN LN DATE DEC. 95 TO 16TH STREET VALVE VAULT CHEMICAL DIFFUSER. SEE ~ ~ TO RESERVOIR OUTLET VALVE VAULT CHEMICAL DIFFUSER._ SEE ~- ~ C-2961-B 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER MECHANICAL NaOCI SYSTEM SCHEMATIC CITY OF NEWPORT BEACH W-5231-S OM-5 PUBLIC WORKS SHEET OF ·owe LAST EDITED BY· JVL USER LOGIN TIML JANUARY 16. 1996 8:12 ALI DWG LAST EDITED ON: 01/15/95 1D:38:57 DWG NALIE: H:\NP _BEACH\38948\SMNPB051.0WG XREFS: SGNPBOOt .dwg I ,,, - j. SV-400 lJ M -3 r-------l 2" VACUUM BREAKER (lYP) • 1" PRESSURE RELIEF VALVE {TYP) SET @ 25 PSI SET @ -1 PSIG~ SET @ 28 PSIG (TYP)\ _:- 1/2" HPA • \ - ,___~ 2" VRF FLOAT 3" AQA (BSP SCHEDULE 80) (TYP) r--f>L<:1------f:><1-~-3/4" CW 9t-----+-~-FLOAT SWITCH 6 I LSH-460! & ,~L~S-L---46~0~, i;i 6 :S' PVC SCH 40 PIT AQA ABSORBER TANK '------~ ROUTE TO SURGE RELIEF VAULT PIPE SUPPORTS PROVIDED ~ _ BY TANK SUPPLIER MAX. SPACING 5'-0'' O.C. (TYP) -=I' I : AQUA 1AMMONIA ULTRASONIC LEVEL SENSOR !L[-400 / PIT-400 VAPOR RETURN©----,-: 1---1 I STORAGE ~ANK NO. 1 CALIBRATION COLUMN PULSATION DAMPENER (TYP) / EXTERNAL PRESSURE RELIEF VALVE (TYP} SET @ 225 PSIG TANK FILL CONNECTION~ f-----1 2• VRF 1/2" HPA- 2" AQA---,_,_ VAPOR RETURN©----· f---1 TANK FILL CONNECTION @-----.::. f----! ==P I : AQUA IAMMONIA I STORAGE ~ANK NO. 2 ==b I T-410 ---_.., --- ==b I T-400 ULTRASONIC LEVEL SENSOR / LE-410 / -TEMPERATURE PROBE / T-410 / 2" AQA TEMPERATURE PROBE ! T-400 / 2" AQA FLUSHING/ DRAIN / CONNECTION@--/ 2" AQA CALIBRATION COLUMN AQUA AMMONIA PUMP No. 3 ! P-440 / -T--~----+-t,x~J---,--l__.L_-.-f.:c(J,...,..._._ _ _.-f FLUSHING/ DRAIN CONNECTION@ • AQUA AMMONIA PUMP No. 4 / P-450 / CD 'i' AQA (TYP) AQUA AMMONIA PUMP' No. 2 ! P-430 / AQUA AMMONIA PUMP No. 1 / P-420 / 1 /2" AQA (TYP) 1" AQA 1" AQA / 1" SPRING LOADED PISTON CHECK VALVE (TYP) 1" AQA 1" AQA PRESSURE SWITCH j PSH-450 t:.~-1------IX:(]f-{:--© PG MK NO.[I] PRESSURE SWITCH I PSH-440 AQUA AMMONIA FEED SYSTEM SCHEMATI.C JOHN CAROLLO ENGINEERS PHOE.NIX, AZ • WALNU I (;Hl:.lK, CA SANTA ANA, CA , SACRAMfNTO, CA SAN !:IE.RNi\HUINO, (;A • 1UCSON, AZ ~AN OIFC.O, CA· , BAKfRSrlflD. CA VISALIA, CA LOS AN<;l:.LE.S, CA PRESSURE SWITCH SET @ 210 PSIG (TYP) j PSH-420 / DIAPHRAGM SEAL. (TYP) i---1" AQA (TYP) PRESSURE SWITCH / PSH-430 1• AQA 1• AQA 1" AQA - 3/qh Lu£ ffi DISINFEC!TIDN C!HAA/G£ ORlJ0? DATE BY DESCRIPTION REVISIONS 1" AQA NOTES 1. ALL AQUA AMMONIA PIPE ANO FITTINGS SHALL BE SCHEDULE 80 BSP UNLESS SPECIFIED OR NOTED OTHERWISE. 2. PUMP DISCHARGE PIPING SHALL BE 1-INCH IN SIZE UNLESS SPECIFIED OR NOTED OTHERWISE. SEE DWG M-FOR REOO PIPE CONTAINMENT 3. CONTRACTOR SHALL SUBMIT DETAILED PIPING LAYOUT TO ENGINEER FOR APPROVAL, SHOWING ALL VALVE. APPURTENANCES ANO SUPPORTS. 4. ALL VALVES SHALL BE TYPE 316 ST STL UNLESS SPECIFIED © ® © APPROVED . OR NOTED OTHERWISE. PROVIDE 2" TYPE 316 ST STL DRY QUICK DISCONNECT COUPLING WITH LOCKING CAI' AND CHAIN; KAMVALOK OR EQUAL. GASKETS SHALL BE TEFLON .• NOT USED FLUSHING/ DRAIN CONNECTION. PROVIDE 1• TYPE 316 ST STL BALL VALVE ANO QUICK DISCONNECT COUPLING. THREADED CONNECTION FOR CALIBRATION COLUMN. FLUSHING CONNECTION. PROVIDE 1 /2'' TYPE 316 ST STL BALL VALVE ANO 1" QUICK DISCONNECT COUPLING. TO INLET VALVE VAULT CHEMICAL DIFFUSER. SEE ~ ~ TO PUMP STATION DISCHARGE HEADER CHEMICAL DIFFUSER SEE ~ ~ C-2961-B 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER (ACTING) UTILITIES MANAGER MECHANICAL R.C.L NQ ___ _ DATE ______ _ AQA SYSTEM SCHEMATIC APP'D DESIGNED AKW DRAWN LN CITY OF NEWPORT BEACH W-5231-S OM-6 CHECKED DATE PUBLIC WORKS SHEET OF DWG LAST EDITED BY, JVL USER LOGIN TIME, JANUARY 16, 1996 8, 12 AM DWG LAST EDITED ON· 01/16/96 10,39,48 DWG NAME, Hc\NP _8[ACH\.l894B\SMNPB052.DWG XREFS, SGNPB001.dwg I 1. ALL CONCRETE CONSTRUCTION, INCLUDING BENDING OF BARS, SHALL COMPLY WITH ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". (ACI .318). / 2. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM REINFORCEMENT OF CONCRETE· WALLS OR SLABS SHALL BE: 10" THICK OR LESS -USE /15 .@ 12" EW MORE THAN 1 O" THICK -USE f/5 @ 12" EWEF 3. ALL WALL REINFORCEMENT AT CORNERS OR JUNCTIONS OF WALLS SHALL BE CONTINUOUS, LAPPED, OR TERMINATED IN AN ACI STANDARD 90 DEGREE HOOK. LAP SPLICES SHALL CONFORM WITH NOTE 12. 4. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BARS SHALL BE. DOWELED. DOWELS SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCEMENT WHICH IS SPLICED TO THE DOWELS. 5. ALL SLABS, BEAMS, AND COLUMN REINFORCING BARS SHALL HAVE A MINIMUM EXTENSION OR ANCHORAGE INTO SUPPORTS IN ACCORDANCE WITH ACI 318. 6 .. STIRRUP SUPPORT BARS SHALL BE PROVIDED BETWEEN ENDS OF TOP BARS AS REQUIRED. 7. UNLESS OTHERWISE INDICATED·ON THE DRAWINGS, CONCRETE. COVER OVER 611 AND SMALLER REINF BARS SHALL BE AS FOLLOWS: A. SLABS AND JOISTS: . FORMED CONCRETE SURFACES FOR. ORY CONDITIONS ..... , ... 3/4"• FORMED CONCRETE SURfACES EXPOSED TO EARTH, WATER, OR WEATHER, OR LOCATED OVER WATER . 65 BARS AND SMALLER .............................. ; ............ 1 1/2" #6 BARS ANO LARGER ............................................ 2" . B. BEAMS ANO COLUMNS: FORMED CONCRETE SURFACES FOR DRY CONDITIONS. STIRRUPS, SPIRALS, AND TIES ................................ 1 1/2" . • PRINCIPAL REINFORCEMENT ............ ,, ................ , ...... 2"· -FORMED CONCRETE SURF ACES EXPOSED TO EARTH, WATER, OR WEATHER, OR BEAMS LOCATED OVER WATER STIRRUPS ANO TIES ................................................. 2• PRINCIPAL REINFORCEMENT ...................................... 2 1 /2" C. WALLS: FORMED CONCRETE SURFACES FOR ORY CONDITIONS ......... 3/4" FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, OR WEATHER ............................................................ 2" 0. FOOTINGS AND BASE SLABS: FORMED VERTICAL CONCRETE SURFACES ............................ 2" AT UNFORMED SURFACES AND BOTTOMS IN CONTACT WITH EARTH OR CONCRETE WORK MATS .............................. 3" TOP OF FOOTINGS ............................................ , .................... SAME AS • SLABS 16 · REINFORCED CONCRETE NOTES TYP s SHEET 1 OF 3 I-4 • • 4 . . ' ' --p p . ' . . ' . 4 r 6" WA TERSTOP AT d , , ' AU WATER BEARING ' , . p WALLS & WHERE p . , . . • INOICA TEO ON THE ' DRAWINGS · • . • p • • p . WIR 12· E TIES@~ ' ' 1 PLACE LA YER OF ' ' ' OC (TYP). ' GROUT IMMEDIATELY . • V, • w ~ <.) ~ ~ i!: 0.. <.!> <( z w ..J ..J ~,) I BEFORE PLACEMENT OF "P . WALL CONC (TYP) ' ' \ ~ I '/DOWELS (SAME SI.ZE AS. ' d ~ VERTICAL BAR UNLESS I • 1/ 01HERWISE INDICA TEO • . '. ON THE DRAWINGS) • -1 / / SANDBLAST JOINT ·/; THOROUGHLY BEFORE . , . -/. PLACING WALL CONCRETE (TYP) . . • ' ..... •s• OR LESS 2" STARTER -I/ WALL (TYP) .. ' ,,., V ' --, I 4 p -' ' ·1: ) ' .. • ,,, • ·.6.,_" -• . ' . -' -· I -.. P, -, • ' ,,, . d -~ • • ' 4 ' .4 -d . . . . . • • . , p -' I d'-. . p LPLA~E 2.BARS AS SHOWN "-.....__ FOR VERT CONSTRUCT! • AND ALIGN BEFORE PLACING • JOINTS IN WALLS ANO DOWELS (TYP) SLABS SEE HOOK BAR WHERE INDICATED ON THE DRAWINGS NOTE: 1. •s• = BAR SPACING INDICATED ON THE DRAWINGS 24 WALL AND SLAB JOINTS TYP s WITH WA TERSTOP 20 ON E. REINFORCEMENT SHALL BE PLACED WITHIN A TOLERANCE OF ±1/4" OF POSITION SPECIFIED. • COVER SHALL BE NOT LESS THAN 1 BAR DIAMETER OF OUTSIDE BAR. 8. KEYWAYS AND WATER STOP SHALL END 3" BELOW THE TOP OF WALLS, UNLESS THERE IS A SLAB ON TOP OF THE WALL. IN WHICH CASE IT SHALL END AT THE BOTTOM OF THE SLAB. IN JOINTS WHERE WA TERSTOP TERMINATES AT ADJOINING SLAB OR WALL, WATER STOP SHALL BE EMBEDDED ,IN ADJOINING SLAB OR WALL A MINIMUM OF 6". 9. CONCRETE CURING SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WHERE WATER CURING IS REQUIRED. MEMBRANE CURING IS NOT ALLOWED. THE CONTRACTOR IS WARNED THAT WATER CURING IS DIFFICUL 'I" AT TIMES DUE TO WIND ANO DRY CONDITIONS. THE CONTRACTOR SHALL STUDY REQUIREMENTS AND SHALL FURNISH ADE QUA TE SYSTEMS TO PROVIDE WATER CURING WHERE REQUIRED. • TOP OF WALLS SHALL BE KEPT VISIBLY MOIST AT ALL TIMES AND SHALL BE FLOODED NOT LESS THAN THREE TIMES DAILY. 10. WATERSTOP SHALL BE. PLACED IN ALL CONSTRUCTION, CONTRACTION, AND EXPANSION JOINTS IN ALL WATERBEARING SLABS AND WALLS UNLESS OTHERWISE INDICATED ON THE DRAWINGS, AND IN ALL WALLS AND SLABS SUBJECTED TO GROUNDWATER. WA TERSTOP IN THE WALLS SHALL BE CARRIED INTO SLABS AND SHALL BE SPLICED WITH THE WA TERSTOP IN .THE SLABS. 11. NO BACKFILL SHALL BE PLACED AGAINST WALLS UNTIL CONCRETE HAS REACHED THE SPECIFIED STRENGTH AND THE CONNECTING SLABS AND BEAMS HAVE BEEN CAST AND HAVE REACHED THE SPECIFIED STRENGTH. 12. LAP SPLICES: A. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE LENGTH OF THE LAP SPLICE SHALL BE CLASS "A" WHEN NO MORE THAN 1/2 THE BARS ARE LAP SPLICED WITHIN THE TABULATED LENGTH AND CLASS "B" WHEN MORE THAN 1/2 THE BARS ARE LAP SPLICED WITHIN THE TABULATED LENGTH. 8. VALUES TABULA TED BELOW FOR SPI.ICES ARE APPLICABLE ONLY WHEN THE COVER IS EQUAL TO ONE BAR DIAMETER OR MORE. C. WHEN MULTIPLE BARS ARE SPLICED AT THE SAME SECTION, THE CLEAR BAR SPACING IS THE MINIMUM CLEAR DISTANCE BETWEEN THE BARS OUTSIDE THE SPLICE LENGTH LESS ONE BAR DIAMETER. •• D. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE BARS AT A LAP SPLICE SHALL BE IN CONTACT WITH EACH OTHER. E. FOLLOWING TABULATED VALUES ARE CALCULATED FOR: Fy = 60,000 PSI F c = 3,500 PSI F. TOP BARS ARE ALL HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 16 REINFORCED CONCRETE NOTES TYP s ·x· (TYP) OR SHEET 2 OF 3 ~ ·x· /2 (TYP) FOR RECTANGULAR OPENINGS, ADD 4-65 x 5'-0" DIAGONAL C BARS FOR WALLS 10" THK ORNER OR LESS. NSIOE OF THK OR IF TWO MA TS. LOCATE ON I ONE MAT. FOR WALLS 12" LARGER, ADD 4-#5 x 5'-0 • DIAGONAL CORNER BARS F OR EACH· MAT OF REINFORCING. CIRCULAR RECTANGU OPENING LAR \" . .., ,.., ,.., . . I\ \ , , -, -' , . V ' X -' '\ , ' -' , ' * * -~ ' ,, ,.., ''"'· ,, -ADD BARS ON EACH ENING " ·x / ' "" ' '\ + ."--.. / ' ' / [X , ' ' ~ ' ' ' ' ,~ INTERRUPTED r-.. V '' ' > . SIDE OF OP (TYP) ~BARS AS I NDICATED AWINGS ON THE OR ' ' ' ' ' \ ' . ' \ ' ' ' ' ' ' ' 2" CLR (TYP) \ ' • ADO BARS ON EACH ENING SIDE OF OP (TYP) BARS AS I NDICATED AWINGS ON THE DR NOTES: BARS 1. AREA OF ADD BARS AT EACH EDGE OF OPENING IN EACH DIRECTION SHALL MATCH 1/2 THE CROSS SECTIONAL AREA OF 1HE INTERRUPTED BARS. 2. PROVIDE STANDARD ACI HOOKS ON BARS IF STRAIGHT EXTENSION, PAST THE OPENING, CANNOT BE ACHIEVED. 3. PLACE ADD BARS IN SAME PLANES AS INOICA TED REINFORCING. 4. PLACE 65 DIAGONAL BARS UNDER INDICATED REINFORCING. 5. * LONGER OF OPENING DIMENSION MEASURED PERPENDICULAR TO ADD BARS OR 48 BAR DIA MIN EXTENSION .. • 25 ADDITIONAL REINFORCING AT OPENINGS TYP s IN CONCRETE SLABS OR WALLS • REINFORCING BAR LAP SPLICE BAR MINIMUM CLEAR LAP SPLICE LENGTH (INCHES) 6 BAR SPACING TOP BARS OTHER BARS (BAR DIA) CLASS "A" CLASS "B" CLASS "A" CLASS "B" REQUIREMENT FOR WALLS ANO SLABS • 64 MORE THAN 2 20 26 15 20 65 MORE THAN 2 25 32 19 25 66 MORE THAN 2 33 42 25 33 5 30 39 23 30 67 MORE THAN 2 44 58 .34 44 5 36 46 27 36 68 MORE THAN 2 58 75 45 58 5 46 60 .36 46 69 MORE THAN 2 73 95 56 73 5 59 76 45 59 610 MORE THAN 2 94 122 72 94 5 75 98 58 75 ,¥11 MORE THAN 2 115 150 89 115 5 92 120 71 92 BEAMS ANO COLUMNS • • 64 MORE THAN 2 20 26 15 20 65 MORE THAN 2 25 32 19 25 66 MORE THAN 2 33 42 25 33 . 67 MORE THAN 2 44 58 34 44 68 MORE THAN 2 58 75 45 58 69 MORE THAN 2 73 95 56 73 610 MORE THAN 2 94 122 • 72 94 611 MORE THAN 2 115 150 89 115 • FOR INNER LAYER OF REINFORCEMENT IN WALLS AND SLABS, THE LAP SPLICE LENGTH OF #9, #10, AND ,¥11 BARS MAY BE REDUCED BY 25 PERCENT IF CLEAR SPACING IS THREE BAR DIAMETERS OR MORE. n TABULATED VALUES ARE FOR BARS WITH CLEAR SPACING OF MORE THAN TWO BAR DIAMETERS. THESE VALUES MAY BE REDUCED BY 25 PERCENT FOR #9. 610, #11 BARS IF THE CLEAR SPACING IS THREE BAR DIAMETERS OR MORE. IF THE CLEAR SPACING IS LESS :rHAN OR EQUAL TO TWO BAR DIAMETERS, VALUES TABULATED ABOVE SHALL BE INCREASED BY 50 PERCENT. 16 REINFORCED CONCRETE NOTES TYP s SHEET 3 OF 3 FOR JOINTS, SEE BELOW SEE DRAWINGS FOR LOCATION OF REINFORCEMENT , ' , "" '""" , • -• ' V "" ' , ;. ,v , ·-• ' V 6 V ' , ' , • 6 -' NOMINAL 1"x 2" KEYWAY CENTERED IN JOINTS , ' "" 'V "" , -• • ' V 6 "'" REINFORCEMENT . • • CONTINUOUS THROUGH JOINT NON-WATER BEARING WALL OR SLAB REINFORCEMENT CONT ---~ THROUGH JOINTS ..,, , ..... V A ,V • ~ ~ C~NSTRUCTION JOINT ' --,t--,.11"-F 1 1 /2" ' ' 7 7 , 2 1/2" • ---KEY CENTERED IN SLAB OR WALL NON-WATER BEARING SLAB OR WALL 20 CONSTRUCTION JOINT TYP s SHEET 1 OF 2 ·~ SEE DRAWINGS FOR -- LOCATION OF REINFORCEMENT 'V ""' (/) (/). ,. -w z 6 7 0 , ' I ,_ ,v 6 • -. 1~ 1 1/2 ,v ,,_ , ' ,, ' ,,_ . I . WATER !;!EARING • -' -+ :• 1 - ;.. ' ~ • -..... -• .... p ' • p '7', 4 • "' ' ....._ ---p , • ' ,,_ 1 6 'V -,· .,. "" 12· WIRE TIES AT 2' -0" OC MAX. HOG RING MAY BE USED IN LIEU OF WIRE LOOP. ,,_ ,v ... ,v , . • ' • 6 V ,,_ , , • ' ' N -"" 'V 6 ,, , ~1 ' V ... 1 !/2 .I SLAB LESS THAN 12" THl!:;K t CONSTRUCTION JOINT . ' -·- 4 -• ' 4 --' 1 1/2" ;/; 1 REINFORCEMENT I . -4 ' -p ~ ' ' -- Ip )71 -. P' , ' - ,, - ' t ' ~' I '7' CONT THROUGH JOINTS WIRE TIES AT 2'-0" MAX. HOG RING MAY BE USED IN LIEU OF WIRE LOOP. "' .2 1/4•'.--,-3 3/4", 6" WA TERSTOP SHALL BE CLEANED THOROUGHLY BEFORE PLACING CONCRETE WATER BEARING SLA6 OR WALL NOTES;" 1. SANDBLAST JOINT AND REINFORCEMENT PRIOR TO PLACING CONCRETE FOR NEXT SLAB OR WALL. 2 ... FOR WALLS. FORM ALL JOINT EDGES AT 1/4" CHAMFER. 3. FOR SLABS, EDGE TOP OF EXPOSED SLAB JOINT EDGES AT 1/4" RADIUS. 4. FOR UNDERSIDE OF EXPOSED SLABS, FORM JOINT EDGES AT 1/4" CHAMFER. 20 CONSTRUCTION JOINT TYP SHEET 2 OF 2 • 1[ 1/8" BULCHEM #116 POLYURETHANE "' ' SEALANT OVER SYNTHETIC MASONRY WALL WHERE OCCURS 3/4" CHAMFER 3/4" CHAMFER " ' ,,. ..... SPONGE RUBBER FILLER TYP / 4 " HOOK "' ... -. "' ... ' C • ' - " ... " " -u ... ..J 0.. VJ "' 0.. ' • <( ..J " P: ... 1 1 /2" CLEAR FOR -V ' 'I!, ' WEL 65 0 DO 16' • X 4"-0" #5 ANO SMALLER BAR. HOOK 2" CLEAR FOR ,¥6 AND LARGER BAR. "' ... t I I ~ I , ' " HOOK ... NOTE: ' • ... " ,,, ----• ' -• ' w "' (..) ' ' ..J 0.. "' < (/) 0.. ' <( t ..J ... - ' ' ' ALTERNATE DIRECTION OF HOOKS -. 4 ---"' . ... r,. r,. "' "' r,. "' 1. ALL HOOKS SHALL BE ACI STD 90 DEGREE HOOKS. ·, •' ' •-"' p -4 l , ' d d <«***" '-<'\ 1/«'0 '\ ✓ / ,,W):!/' / ,,,._y - CONTROL JOINT ,,. ' ,,. ' •' • " -d l , ' " ,,. ' ' 4 <«***" '-<'\1/~*✓ / ,,y;,/y;;,,, / ,,,._y. EXPANSION JOINT 1 1 /2" --- I> l •' 4 ' d CONSTRUCTION JOINT NOTES: p STOP AL TERNA TE BARS @ JOINT SEALANT & FILLER 1/4" PREFORMED EXPANSION JOINT MATERIAL " SEALANT & FILLER 2x3 KEY 1. PROVIDE EXPANSION JOINT @ 45'0C MAX EW - 2. PROVIDE CONSTRUCTION OR CONTROL JOINT @ 15·oc MAX EW . 26. REINFORCEMENT AT CORNERS 27. JOINTS IN REINFORCED TYP CONCRETE PAVEMENTS TYP AND JUNCTIONS JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON. AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS BONDING CABLES -------~ • CONNECTED TO PIPE~ PER TYPICAL DETAIL~ 2-62 AWG COPPER --~ BONDING CABLES PER PIPE JOINT OF SUFFICIENT LENGTH TO MAINTAIN SLACK AFTER INSTALLATION. (TYP) ,· ---~- BELL AND SPIGOT RUBBER GASKET JOINT BONDING CABLES ---~ CONNECTED TO PIPE@ PER TYPICAL DETAIL 960 • T-5 2-62 AWG COPPER --~ BONDING CABLES PER PIPE JOINT OF SUFFICIENT LENGTH TO MAINTAIN SLACK AFTER INSTALLATION. (TYP) RESTRAINED JOINT OR EQUIVALENT NOTES: 1. TWO BONDING CABLES REQUIRED FOR EACH PIPE JOINT. CABLES TO BE INSTALLED SEPARATELY, APPROX 6" APART ON PIPE. 2. IF TEST CABLES REQUIRED, INSTALL IN SAME MANNER AS BONDING CABLES. 959. BONDING OF PIPE, JOINTS AND FITTINGS TYP 1 OF 2 APPROVED RE:CTOR 38799 R.C.E. NO.~~~ APP•D DESIGNED DRAWN JCE JAP CHECKED DATE JCE 1 95 C-2961-B 16TH STREET PUMP STATION · TYPICAL DETAILS CITY OF NEWPORT BEACH W-523I-S T-1 UTILITIES DEPARH.AENT SHEET PS5J OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23. 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 14·44:55 DWG NAME: H:\NP_BEACH\3894A\STNPB001.DWG XREFS: SGNPBOOl.dwg I • :c ... Cl ~ ..J w u :J u. (/) u. j if CJ z w .J w (J :::; a. (/) a. ..: .J STD ACI 90° HOOKS (TYP) ~HOOKS 2" CLEAR (TYP) OPENING JAMB Of / / / /// / / I/ / / / , / / / / / / // / ' . . . . ? . >' -/ / / / , / / / , 1 " / / ,, , / , / ~ ~NOTCH BLOC; V EDGE Of--1 0/ I/ w / I G: / I/ u / OPENING w / BOND BEAM • / a. / (/) / BLOCK / / (/) / . / NOTCH BLOCK _/ . ..: v l;IAR IN EACH Of FIRST TWO CELLS / BOND BEAM AT JAMB Of BLOCK / / OPENINGS. BAR SI / / / SAME AS TYPICAL / / SEE DRAWINGS FOR REINF BARS. V/ TYP WALL REINF BAR / . / / SiZE AND SPACING. / " / CENTER REINF / " ZE ' CORNER IN WALL (TYP) '\ INTERSECTION ® SINGLE BAR BOND BEAM STD ACI 90" HOOK (TYP) -2" CLEAR JAMB Of (TYP) OPENING , / / / / , / / // / / / / / / / . . . ~ ,_. . / I/ . . ~ . . r., I/ / / / / , / ~ / , / , , , / V ' , ' EDGE OF--1 • v V -V NOTCH BLOCK I/ V V V OPENING 0 BONO BEAM BLOCK v I/ w I/ V NOTCH BLOCK_)/ . • V '= I/ . • V (.) 1, BAR IN EACH Of w FIRST TWO CELLS e; V BONO BEAM AT JAMB Of (/) I/ V BLOCK V V OPENINGS. BAR SI -,: I/ / 1 /v SAME AS TYPICAL REINF BARS. SEE DRAWINGS FOR "R V V V TYP WALL REINF BAR • \" V SIZE "ANO SPACING. / . • V ,, u~ ZE '\ (TYP) ~ CORNER INTERSECTION ®DOUBLE BAR BOND BEAM 71 REINFORCING AT MASONRY BOND BEAM •. TYP s "' I I - NOTES· i · (75\LINTEL / \Q'.!1/(TYP) / MASONR: BLOCK WALL SEE PLA • .• {BONO BEAM. SEE DRAWINGS FOR REINF / { BAR SIZE AND SPACING. •• • . ' ' ' I ,.[_ J - 2-/15 BELOW ~ ,' OPENING (TYP) • / 3• -2" (TYP) \ A I/~ DOWELS IN FOOTING - 2# 7 (TYP) @ ALL VERTICAL BARS SEC.TION A -A 1. ACI STANDARD 90" HOOK ON HORIZONTAL BARS AT OPENINGS. 78. REINFORCED MASONRY WALL TYP • NS. RAKE MORTAR FROM JOINT 1/2" AT CONTROL JOINT AND CAULK PER ffi CONTINUOUS HORIZ REINF BARS IN GROUTED BOND BEAM #5 MIN, SEE DRAWINGS FOR BAR SIZE ANO SPACING. SECTION AT BOND BEAM INSTALL @ 24' -0" UNLESS OTI-IERWISE INDICATED ON DRAWINGS CONTROL JOINT FILLE~ #5 MIN. SEE DRAWINGS FOR BAR SIZE AND SPACING, SECTION ABOVE OR BELOW BOND BEAM ~---CAULK vi/SYNTHETIC RUBBER CONTROL JOINT FILLER CD ~ETAIL ON EXPOSED WALLS AFTER THOROUGH CLEANING. CAULKING SHALL MATCH MASONRY COLOR OR COATING COLOR. 72 MASONRY CONTROL JOINT TYP s REINFORCING TO BE THE SAME SIZE, SPACING. AND NUMBER OF BARS AS FOOTING REINFORCING BARS TO MATCH TOP STEEL IN FOOTING • WHERE TOP STEEL IS INDICATED ON THE PLANS 2 "'S" 2 ·s· --+---6" MIN NOTES: 1. "T" = FOOTING THICKNESS 30 BAR DIA OR 12" MIN LAP (TYP) 2• CLR "T" MIN "S" (1 '-6" MAX) 2. SEE FOUNDATION PLANS FOR SECTIONS AND DETAILS. @STEPPED FOOTING TYP . f-4" MIN BEARING. --, 2-3/15" THICK x 6 5/8" x LENGTH REQD PVC PL BEARING PADS. CAULK 3 SIDES W/ SYNTHETIC RUBBER. LINTEL OVER DOOR OR WINDOW. SEE~, ' ~ 2-#4 H2E IN BOND BEAM SEE NOTE 2. NOTES: 1--t I I I CONTROL JOINT FULL HEIGHT ABOVE BEARING PADS, EXCEPT AT BOND BEAM. SEE@. '~ -- -,---p I - . BONO BEAM BLOCK SEE NOTE 2. 1. ALL BLOCKS BELOW LINTEL BEARING PADS SHALL BE GROUTED SOLID FULL HEIGHT. PROVIDE SMOOTH BEARING SURFACE UNDER PADS. 2·-0" 2. THE BAR SIZE SHALL BE NUMBER 5 MINIMUM. BUT NOT SMALLER THAN . TI-IE TYPICAL VERTICAL WALL REINFORCING BARS. 73 CONTROL JOINT AT LINTEL TYP CMU WALL SEE PLAN --il'f-,-'t-+cf-- VERT REINF IN MASONRY SEE DRAWINGS FOR BAR SIZE AND. SPACING DOWELS TO MATCH VERT REINF IN MASONRY 11·-o· (14 @ 15• 'o I ;,, SEE PLAN ALTERNATE . DIRECTION OF HOOK 6" (TYP)--i--i----2•_-5_• _ __,,-t EXTERIOR FOUNDATION CMU WALL SEE PLAN ...;:l'-Ffi:f---/ SEE PLAN ' ' , .. • .. • VERT REINF IN MASONRY. SEE DRAWINGS FOR BAR SIZE AND SPACING. #5 @ 12" EF DOWELS TO MATCH VERT REINF IN MASONRY ' . • • TYPICAL WALL REINF BARS UNLESS OTHERWISE INDICA TEO ON TI-IE DRAWINGS. SEE DRAWINGS FOR BAR SIZE AND SPACING. "' .J (.) ~ r') LINTEL REINF SCHEDULE CLEAR OPENING REINF 2-# s·-1· -12·-o· 2-/16 12·-o· -19•-o· 2-117 SEE SCHEDULE. EXTEND REINF BARS &. BOND BEAM 3' -2" EACH SIDE OF OPENING, AT CORNERS PROVIDE 90" BEND W/TOTAL EMBEDMENT OF 3"-2". 180" STD ACI HOOK, HOOK SHOWN ROTATED 90" OUT OF POSITION FOR CLARITY. PLACE HOOK IN PLANE OF WALL .. 75. LINTEL AT WALL OPENINGS TYP IN MASONRY WALLS END WELD EDGE WELD INTERMEDIATE WELD W-BEAM W/ BENT PL (W/ OPEN WEB JOISTS} OR.W-BEAM OR LEDGER ANGLE SUPPORT PERPENDICULAR TO DECK SPAN GA: 18 MIN S= .349 IN 3/FT MIN I= .. 338 1tf /FT SEAM WELD LEDGER ANGLE CMU OR CONC WALL OPEN WEB JOIST OR W-BEAM SUPPORT PARALLEL TO DECK SPAN z #4x4' -0" @ 16" ~ AL TERNA TE DIRECTION OF HOOK 3-#5 T&.B REMARKS *' 0 I N • . .,, I --END ' ' WELD • • • /15 @ 12· 4-1/2" EFFECTIVE DIA PUDDLE WELDS 'y•'"o<>•,.• er.yo'°•" Q,.,•• 0"•'".,•"',.""' "o""• o -~••• ~: • ..;-o. :,.••❖."o"~•.:,.o: • ..,'"oo-.~..,?:•n'"o~ o"'':" •". , • 6" COMPACTED ABC PER 24" UNIT 6" (TYP)---i--i----2•---6•~~-i INTERIOR FOUNDATION * UNO ON PLANS 86. MASONRY WALL FOUNDATION TYP • 99. , TYP JOHN CAROLLO ENGINEERS PHOENIX. AZ. • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO. CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGEL£S, CA INTERMEDIATE EDGE SEAM WELD WELD WELD 4-1 /2" EFFECTIVE 1 /2" EFFECTIVE 1 ·1/2" LONG DIA PUDDLE WELDS DIA PUDDLE FILLET WELDS PER 24" UNIT WELDS @ 24"0C @ 24"0C ' ' ' METAL DECK DETAIL ,t,., (..- DATE BY DESCRIPTION APP'D REVISIONS OPENING DIAMETER = "D" + 3" ' p NOTES: 1. SET ANCHOR BOLTS WITH TEMPLATE, 2. CUT BLOCK WEB AS REQUIRED TO ALLOW PLACEMENT OF ANCHOR _BOLT WITH 1 /2" MINIMUM OF GROUT BETWEEN ANCHOR BOLT AND BLOCK. 76. ANCHOR BOLTS IN MASONRY TYP CABLE CONNECTION TO PIPE . AND COUPLING PARTS PER TYPICAL DETAIL~ ~ (12 AWG STRANDED COPPER BONDING_ --.,,, CABLES WITH HMWPE INSULATION OF SUFFICIENT LENGTH TO MAINTAIN SLACK AFTER INSTALLATION. REQUIRED AT 3 PLACES. FLEXIBLE. COUPLING OR EXPANSION JOINT NOlE: . 1. IF TEST CABLES REQUIRED, INSTALL IN SAME MANNER AS BONDING CABLES. 959. BONDING OF PIPE, JOINTS AND FITTINGS TYP 2 OF 2 C-2951-B APPROVED 16TH STREET PUMP STATION TYPICAL DETAILS DATE •I • .,_1-,S: DESIGNED DRAWN CITY OF NEWPORT BEACH W-5231-S T-2 JCE JAP CHECKED DATE UTILITIES DEPARTMENT SHEET PS54 OF PS&2 JCE 1 95 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 24, 1995 2:46 PM DWG LAST EDITED ON: 01/24/95 16:01 ,37 DWG NAME: H\NP _BEACH\3694A\STNP8002.DWG XREFS: SGNPB001.d·wg I 3 I /2" -1-------1~ MASONRY OR CONCRETE WALL W12 I ♦ I I 4-3/4"0 ALL THREAD RODS THRU CMU WALL , ' ,.,. 4 .:::__~ --- 4 ' ' .. ------ I • I ♦ I 3-3/4"0 A 325 BOLTS (TYP) ____ ._1 1 /4" 1 1/4" f---+---+ 2-L 3 1/2. x 04 x 5/16 (TYP) 100. BEAMS TO MASONRY WALL CONNECTION TYP ~ • @ @ • ~ - ,,, 1/4 1/4 + 1 1;2·-..i-1-o- (TYP) • 1 1 /2" (TYP) + L 11 VBEAM 1" KEY FOR GROUT IN POCKET ® TACK Yi£LD BAR + 1 PLAN POCKET PL 1 /2" x 8" x 1'-0" LG W/ 2-5/8"\!l AB WITH 1'-0" EMBEDMENT SECTION + II ii II ii J l BASE PL FOR NARROW FLANGE BEAMS 3/4" x 1'-o· LG SMOOTH BAR. 13/16"0 HOLE FOR LEDGER 3/4"0 BAR ANGLE LEVELING NUTS 4-/15 EF FILL POCKET W/ GROUT AFTER BEAM IS PLACED 3" 1 1/2"± NON-SHRINK GROUT CMU WALL SECTION 110. CONCRETE MASONRY WALL POCKET TYP INTERMEDIATE WELD METAL DECK CMU WAL:L 3 1/2" 2;-3/4"\!J A 325 BOLTS FOR W8 BOND BEAM . 1 1/2~ GROUT 3-3/4"0 A 325 BOLTS FOR Wl2 • @ ROOF LEVEL 1/2"x6" CONT PL MASONRY OR ' .. SLOPE TO MATCH ROOF SLOPE CONCRETE WALL 1 1/4" 1-/15 CHORD 1 1/4" END WELD ' 4 METAL DECK , ' ,.,. --------- FILL POCKET W/ GROUT AFTER BEAM IS PLACED 3/4"0 x 1'-0" LONG SMOOTH BAR CMU PARAPET CMU PARAPET-;:,.. __ ------(_~\'-----1--~ 13/16"0 HOLE LEDGER FOR 3/4"0 BAR ANGLE + + 2-/15 CONT /14 X 2' -0" 3/4"0 AB @ 2·-o·oc 2" CLR -1,,Jl--l-,o- CMU WALL 3/4"0 AB @ 2•-0• p W/ 1'-o• EMBEDMENT MAX 3" FROM PL ENDS RIBS PERPENDICULAR TO WALL •. EDGE WELD PL 1/2"x6" CONT SLOPE TO MATCH ROOF SLOPE 2-/15 CONT CMU WALL . .• 4 METAL ROOF .DECK 1 1/2" GROUT 3/4"0 AB @ 2·-o·oc W/ 1'-0" EMBEDMENT MAX 3" FROM PL ENDS PROJECTION TO CLEAR TOP OF DECK RIBS PARALLEL TO WALL 101 ROOF DECK ON INTERIOR WALLS TYP 3 1 /2" CMU WALL 3-3/4"\!l A325 BOLTS • ~ -I--- .:::..._~ ---,t ., 4 ' ' .. • I . ---I ---. , :1 4 ' 'p • ---L ---- W12 6-7/8"0 AB p 2-L 5 x 3 1/2 x 1/2 W/8" EMBEDMENT ___ _,, /14 x 4' -0" (TYP) 7• • /14 X 4' -0" 1 1/4" ~-W12 OR W8 SEE PLANS 4-3/4"111 AB W/ 8" EMBEDMENT 1 l/2"--i---l--~-2-L 3 1/2 x 4 x 5/16 ® SECTIQN IA\ • \.:::.,) 1 1/2" . " (TYP) \ '\ ' ~ ~ + + ?" . .,,, ~ --+ + ' " \ ' ®SECTION 103. BEAM TO MASONRY WALL CONNECTION TYP u.. 0 oz I>= ~ ~ 3/16 3-12 ~ o 3/16 3-12 ALTERNATE DETAIL 1 4 1/4 2" MIN 1 1/4" MIN 2" MAX .. 4 ANGLE ,, ' • 4 d ' .,, -.. ' , , 4 • ' p ' , 4 1/2"\!l ROD ANCHOR @ 2' -0" OC MAX AND NOT LESS THAN TWO PER SIDE 2'L_j2" 6" NAIL @ 2'-0" OC CUT @ EA BOLT 4 LEDGER ANGLE, L4 x 4 x 3/8 INSTALL· TO MATCH ROOF • SLOPE, SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS. RIBS PERPENDICULAR TO WALL CMU WALL BOND BEAM @ ROOF LEVEL 1-(15 CHORD ' ' /14 X 2' -0" @ EA BOLT --~-bl-:.,:--' .. EDGE 'l'i£LD METAL DECK 3/4"\!l AB @ 2· -o·oc • LEDGER ANGLE, L4 x 4 x 3/8 INSTALL TO MATCH ROOF SLOPE. SEE ROOF FRAMING PLAN FOR TOP OF STEEL ELEVATIONS. RIBS· PARALLEL TO WALL 104. ROOF DECK TO WALL CONNECTION TYP u.. 0 oz I>= ~ ~ 3/16 3-12 ~ <:> 3/16 3-12 AL TERNA TE DETAIL i 1 4 1/4 2" MIN ' 1 1/4" MIN 2" MAX • .. 4 ' 4 4 p p ALUM ANGLE OR ALUM EXTRUSION ,, p d ,, 'p ' , 4 d 1/2"\!l ALUM ROD ANCHOR @ 2'-0" OC MAX AND NOT LESS THAN TWO PER SIDE 2"LJ 2" 6" ALUM NAIL @ 2' -0" OC CUT 1/4" MAX OFF AND GRIND SMOOTH AFTER FORM REMOVAL 1 /4" MAX • OFF AND GRIND SMOOTH AFTER FORM REMOVAL NOTES: 1. FOR GRATING SEE SPECIFICATIONS. 2. REBA TE ANGLE TO BE CONTINUOUS AROUND ENTIRE OPENING. 3. ANGLE AND BEARING PLATE SHALL BE 1/4" MIN THICK. 4. GALVANIZE AFTER FABRICATION NOTES: 1. FOR GRATING SEE SPECIFICATIONS. 2, REBATE ANGLE TO BE CONTINUOUS AROUND ENTIRE OPENING. 3. ALUM ANGLE AND BEARING PLA_TE SHALL BE 1/4" MIN THICK. 4. REBATE MAY BE EXTRUDED, SUBJECT TO ENGINEER'S APPROVAL. 5. COAT ALL ALUMINUM IN CONTACT WITH CONCRETE PER SPECIFICATIONS. 111. BEAM TO MASONRY WALL CONNECTION TYP 119. STEEL GRATING REBA TE TYP 120. ALUMINUM GRATING REBA TE TYP JOHN • CAROLLO ENGINEERS-• PHOENIX, AZ • WALNUT CREEi<, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO. CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS 1/8 W BEAM W BEAM CMU PILASTER I 1/2"± NON-SHRINK GROUT CMU WALL 3-/13 TIES FOR REINF SEE@ ·.@SECTION LEVELING NUTS PL 3/4" x 10" x 1'-0" LONG W/ 2-3/4"0 AB W/ 1'-0" EMBEDMENT--~ ®SECTION ,1~,r,5 APP'D 1" KEY FOR GROUT IN POCKET-·-~ L CMU WALL W BEAM OPEN CMU PILASTER PLAN 109. CONCRETE MASONRY WALL TYP POCKET @ PILASTER 1 3/8" ST STL BAR 1/2"x"T" 1/8" 3/8"\!l x"T"+ 1/4" LONG TYPE 304 ST STL FLATHEAD COUNTERSUNK MACHINE SCREWS, ONE EACH CORNER, & 1'-6" OC MAX • 4 1-6 " ' 1/4 ~~~~==t "T" 4 1/4 ' , - 'p ' • , 4 d p ' , 4 4 ' 4 ,.,. 4 ' 4 • 1/2" ST STL TREAD PLATE SEE PLAN ST STL L 2 x 2 x 1/4 3/8"0 ST STL 'ROD ANCHORS @ 1' -6" OC MAX AND MIN 2 PER SIDE . SECTION -REBATE STAINLESS STEEL TREAD PLATE C-2961-B APPROVED 16TH STREET PUMP STATION TYPICAL DETAILS DATE 1-'2.}-'tS: • DESIGNED DRAWN CITY OF NEWPORT BEACH W-5231-S T-3 JCE JAP CHECKED DATE . JCE 1 95 UTILITIES DEPARTMENT SHEET PS55 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 20, 1995 7:57 AM OWG LAST EDITED ON: 01/20/95 11 :20:38 DWG. NAME: H:\NP _BEACH\3894A\STNPB003.DWG . , . XREFS: SGNPBOO 1 .dwg I ' • l _..,___1 /8" MAX· GRATING d d COAT ALUM IN CONTACT W/ CONC PER SPECS _/-p L 3 x 2 x 1/4 · . L__·~.,,'c....,,..:'--+- OR AS INDICATED 5/8"0 ST STL • ON PLANS CA @ 2• -0" NOTE· UNLESS OTHERWISE SHOWN ON THE PLANS, ANGLE SHALL BE ALUMINUM FOR ALUMINUM GRATING, TYPE 304 OR 316 ST STL FOR FRP GRATING .• • I 11 I ,, 11 11 11 11 ::; < 1, w 11 (D 3: 11 11 ,, I 121 GRATING SEAT TYP s w ROOF 'BEAMS I ROOF TRUS.SES ' 12' -0" MAX . SEE NOTE 1 ' --------------- I I \ I I--I -(/) I=' \/ w 6 I--, 0 0 z OPENING z (D ~ w /\ w w w (/) (/) • z w 0.. I \ 0 --------- '-... / SEE NOTE 1 • • I I I . I I I I I I I I I I I I I I I I 1, I I I I X < ::; • 0 I U") TOP OF BEAMS SHALL BE FLUSH UNLESS OTHERWISE • INDICATED ON THE FRAMING PLAN. COPE TOP AND 2 -L6 x 3 1 /2 x 5 /16 x 3• W5, W6, BOTTOM FLANGE AS REQUIRED. C5, C6, OR C7 ---{OF BEAM 1• 3/4 ·0-::-:~:-'---tLc=::::(:==l==l==:=l::==;:======:::j A 325 BOLTS 2 1 / 4 ·-1---1-- ~--+->-+-· 2 ,1 /2" ==:2z:::z,;:zz:.;;-I----+--1 1 / 4• BEAM 133 DOUBLE ANGLE TYP BOLTED CONNECTION 1 ,.,,.-FACE OF ADJACENT WALL V WHERE OCCURS I I I I I I I I I I I . I I I I ' I~ I . I I'' I '" I I I I I I 12· CLR. MIN, COUNTER FLASHING\ 3•-5• r SPRING LATCH INSULATION 2' -6"x 3' -6" a::::--PREFABRICATED ROOF HATCH . ~ ID ::; ISOLATE ALUM~Q---ti =-=-+::i--.µ_ IN CONTACT WITH STEEL WITH 1/8" NEOPRENE SHEET I 5/8"0 ST STL BOLT (TYP) I 3" CANT STRIP • I (TYP ALL AROUND) -+--f-'~i BEAM ROOFING SYSTEM AS SPECIFIED ·(i)PLAN OPENING I 2-3/4"0 A 325 BOLTS I . ---+-__l_J . 1/4 1 • 1/4 1 . CD SECTION' NOTE; STEEL ROOF I DECK I :i---L3 x 3 x 1/4 I:--OPEN WEB JOIST I I • I LADDER • I SIM, I • In-----------+-7 . I I I lw...--------~-1--_J : WALL ANCHOR STRAP . I 1. SEE ROOF FRAMING PLAN FOR CHANNEL SIZE. SELF TAPPING SCREWS (TYP ALL AROUND) 1 FRAMED OPENING TYP WITH INSERT & WITHOUT CURB ~-SPRING LOADED TELESCOPING LADDER SAFETY POST. BILCO MODEL 1 LADDERUP. OR EQUAL. 142. FRAMED ROOF OPENING ASSEMBLY TYP 147. ROOF HATCH WITH LADDER TYP • 1 1 /2"--1---+--- (TYP) SINGLE-PLATE -- • N ·'--N 3/4"0 A 325 BOLTS (TYP} i!: a. w 0 ::; < w (D BEAM---' ----1>---l-o---4 112· (TYP) TOP OF BEAMS SHALL BE FLUSH UNLESS OTHERWISE INOICA TED ON THE FRAMING PLANS. COPE THE TOP AND BOTTOM FLANGES AS REQUIRED. BEAM -+-1~-1+ COLUMN + + SINGLE-PLATE BEAM DEPTH NUMBER OF BOLTS PLATE THICKNESS FILLET WELD (INCHES) PER PLATE (INCHES) SIZE "X" (INCHES) ' 8-10 2 1/4 3/16 12-16 3 1/4 3/16 18-21 4 3/8 5/16 24-30 6 . 3/8 5/16 • NOTE; • 1. SCHEDULE APPLIES TO ALL BEAMS UNLESS NUMBER OF BOLTS PER LEG IS OTHERWISE.INDICATED ON THE FRAMING PLAN BY O , 134 SINGLE-PLATE SHEAR CONNECTION TYP ~---SPRING LOADED TELESCOPING LADDER SAFETY POST. BILCO MODEL 1 LADDERUP OR EQUAL ~--LANDING SURFACE SEE HATCH DETAIL FOR CONFIGURATION ~--1 1/2" CLR TO UNDERSIDE OF HATCH. WHERE OCCURS 1/4" 2· TYP >-'----+->-=-l / 4. 2· 1/2"R (TYP) LANDING SURFACE X :I: <( I- ::; (!) .~ ~ ....J o----. (/) NW -(j <( ~ a..,, <( (/) ~ (/) ....J VJ (!) c{ ~ z :::) "' :::) 0 <( "' w > 0 18" NOTE: w (j <( X 0.. (/) <( ::; 0.. <( (.) "' 0 I-(/) "' 'b 0 I 13 ID z I-< < 3/8"x3" ANCHOR STRAP ~ , 8" ' t 5" MIN 1• SQ SOLID RUNG WITH TREAD ON TOP SURFACE EXTEND HALFWAY THROUGH STRING & PLUG WELD (TYP) .,.--3/8"x3" BAR-SIDE RAIL 3 /8" x 3" ANCHOR STRAP. WELD TO LADDER & FASTEN TO WALL WITH 5 /8" DIA ST STL BOLTS IN FLUSH SHELL WITH NEOPRENE WASHER & SLEEVE, 1. ALL LADDER MATERIALS SHALL BE STAINLESS STEEL TYPE 316l, WELD ELECTRODES SHALL BE TYPE 347 2, INSTALL FALL PREVENTION SYSTEM OR SAFETY CAGE WHERE HEIGHT OF LADDER EXCEEDS 20' -0" .3, MIMIMUM CLEARANCE TO ANY OBSTRUCTION ADJACENT TO LADDER 2•-5• AT CLIMBING SIDE (2'-3" AT SMOOTH WALL.) 1'-3" EACH SIDE AT SIDES OF LADDER 168. STAINLESS STEEL LADDER TYP X <( ::; 0 0 • N -@ Ill (!) z :::) "' cs , 3/4"0 A 325 BOLTS (/) w (j <( 0. (/) ....J <( :::) 0 w i!: ;c ! • "' - 7 ' • --- ~ ® SECTION ~' , . r 3 X 3 X 1/4 V/ f/ /j >---.--, ---- + ,. .,,, p + -- 1 1/4" (]) SECTION 135 BOLTED CONNECTION TYP s GUARDRAIL & GA TE .r--PER DRAWINGS • ID I IGt--.,.-,--<TYP 1/4 FLATTEN PIPE & GRIND SMOOTH AFTER WELDING (TYP} 1 /2" RADIUS -----... TOP RUNG AT --~ LANDING LEVEL ;,, 18", x < ::; vi o. < <.> -ALUM 3/8" x 3" ANCHOR O STRAP. WELD TO LADDER f!: 'b & FASTEN TO WALL W/ : . I 5/8"0 ST STL BOLT IN ' ' p i-+-ALUM BAR I 1/2 X 4 t SIDE RAILS o "' ST STL FLUSH SHELL. -1L--,.'c,---1L 13 @ ANCHOR INTO GROUTED z w CELL AT MASONRY 4• 4 ' ' d ' p ELEVATION < ~ CONSTRUCTION, t i-+-~OUND ALL : ':q. I 0.. Ill ALUM 1• SO SOLID ----. RUNG W/ TREAD ON TOP SURFACE. EXTEND HALF WAY THROUGH RAILS ANO PLUG WELD, (TYP) MAKE ANCHOR STRAP CONTINUOUS WHERE LADDER IS MOUNTED TO END OF WALL 1 • NON-SHRINK r-CORNERS Lf-SMOOTH TO I 1(8" RADIUS p • GROUT FASTEN TO FLOOR W/ ED SECTION 5/8"0 ST STL CONC ANCHOR NOTES: 1, INSTALL FALL PREVENTION SYSTEM, OR SAFETY CAGE, WHERE HEIGHT OF LADDER EXCEEDS 20'-0". SEE TYPICAL DETAIL 170.' • 2, MINIMUM CLEARANCE TO ANY OBSTRUCTION ADJACENT TO LADDER: 2'-6" AT CLIMBING SIDE (2'-3" AT SMOOTH WALL) AND 1'-3" EACH SIDE OF CENTER LINE, AT SIDES OF LADDER. 3: COAT All ALUM SURFACES IN CONTACT WITH CONCRETE OR MASONRY. IN ACCORDANCE WITH THE SPECIFICATIONS, 4. WHERE GUARDRAIL IS STAINLESS STEEL, BOLT PIPE TO RAIL W/ 2-1/2"0 STAINLESS STEEL BOLTS. 169 ALUMINUM LADDER TYP s FASTENED TO WALL I JOHN CAROLLO ENGINEERS PHO£NIX, AZ •• WALNUT CREEK. CA SANTA ANA, CA , SACRAMENTO, CA SAN BERNARDINO, CA • 1\JCSON. AZ SAN DIEGO, CA • BAKERSF"IELO, CA \IISAUA, CA • LOS ANGELES. CA / DATE BY DESCRIPTION REVISIONS • I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I 141 TYP I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I I I I I ROUND SQUARE OR RECTANGULAR OPENING IN STEEL DECK WITH 12" DIAMETER MAX OR LONGER SIDE 12" MAX, STEEL DECK I. I I I I I I I I I I I TWO TACKWELDS I I EA SIDE _OF RIBS I I I I I I I I ONE PIECE 18 GAGE FLAT METAL REINF AROUND OPENING PLACED ON TOP OF DECK THEN TACKWELD TO UNINTERRUPTED AND INTERRUPTED RIBS COVER A MINIMUM OF TWO UNINTERRUPTED RIBS STEEL DECK ROOF OPENING • st SEMI-CIRCULAR ALUM PIPE RAIL FLATTEN PIPE & GRIND SMOOTH AFTER WELDING (TYP) 1/2" RADIUS TOP RUNG AT LANDING LEVEL ALUM BAR 1/2 x 4 SIDE RAILS------ , ID I ;,, ROUND All CORNERS :i==~1E;;;-==3·t=I=::::(::= SMOOTH TO 1/8" RADIUS X .,: ::; (.) 0 ' N @ VJ (!) z ::, "' X . <( ::; ' N APP'D VJ w (j . <( !); _J <( :::) a w :i:: . I-;c 4• • 1/4b < X --~-+-'>--< TYP ~~d~-VJ~_; 1µ J o. o -ALUM 3/8" x 3" ANCHOR • i ~ 0 STRAP. WELD TO LADDER 18" :i; b & FASTEN TO WALL W/ // I 5/8"0 ST STL BOLT IN ~--''-~ ~ io ST STL FLUSH SHELL. _L'-'--:\'-L-L/.LL ~--I'--~ iJ @ ANCHOR INTO GROUTED z w CELL AT MASONRY < ~ CONSTRUCTION, .. 'st I - 0.. VJ ALUM 1• SQ SOLID ---rH--Tt/. RUNG W/ TREAD ON TOP L SURF ACE. EXTEND HALF WAY THROUGH RAILS AND PLUG WELD. (TYP) "-·i,=::;::======""'-->1-MAKE ANCHOR STRAP CONTINUOUS WHERE STEEL DECK LADDER IS MOUNTED TO END OF WALL STEEL DECK ELEVATION (D.J ED SECTION NOTE: 1. COAT ALL ALUM SURFACES IN CONTACT WITH CONCRETE OR MASONRY, IN ACCORDANCE WITH THE SPECIFICATIONS. 170. ALUMINUM LADDER FASTENED TO WALL JYP C-2961-B APPROVED 16TH STREET PUMP STATION UTIL I 38799 TYPICAL DETAILS DATE I -~l -'15 DESIGNED DRAWN CITY OF NEWPORT BEACH W-5231-S T-4 JCE JAP CHECKED DATE UTILITIES DEPARTMENT , SHEET PS56 OF PS62 JCE 1 95 OWG lAST EDITED BY, JAP USER LOGIN TIME: JANUARY 19, 1995 8,08 AM DWG lAST EDITED ON: 01/19/95 14:34:41 DWG NAME, Hc\NP_BEACH\3894A\STNPBDD4.DWG XREFS: SGNPBOO t.dw9 I 3" CLR . (TYP ALL AROUND) 6" MIN ' , WIDTH OF TRENCH d , p 4-#4 CONTINUOUS FOR PIPE. 36" ID & SMALLER. 4-/16 CONTINUOUS FOR PIPE LARGER THAN 36" ID, t--'1------#4 @ 2' -0" d PIPE CLASS "A" CONCRETE • 231 CONCRETE ENCASEMENT OF PIPE TYP s INST ALL LATERAL SUPPORT WIRES SPLAYED IN 4-DIRECTIONS @ 12·-o·oc EA WAY W/ FIRST POINTS 4' -0" MAX FROM WALL. MIN 10 GA GALV WIRE. ATTACH WIRES 2" MAX FROM CROSS RUNNERS NOTES: • • BOTTOM OF ~ METAL DECK / / / I . . OR _CONG SLAB /. ,,,,,,~-INSTALL 10 GA ,,-GAL V ANNEALED SUPPORT WIRES @ 24"0C AT MAIN T-BAR RUNNERS ACOUSTICAL PANEL MAIN T-BAR RUNNERS (TYP) 1, ALLOW FOR LATERAL MOVEMENT OF CEILING SYSTEM. MAIN RUNNERS AND CROSS.RUNNERS SHALL.BE ATTACHED AT THE.ADJACENT WALLS, WITH CLEARANCE BETWEEN WALL AND RUNNERS AT THE OTHER· WALLS. 2. DISCONTINUED ENDS OF CROSS RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 6" OF SUCH ENDS (LE. WHERE CEILING IS DISRUPTED BY A WALL) ' • 3. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE, 360 SUSPENDED CEILING TYP CLEAN OUT~ t _.,----THRUST . • ~ BLOCK SCHEMA TIC PLAN • CLEANOUT~ SCHEMA TIC PLAN ,--BLIND FLANGE (TYP) =~,~J.FJ(i~--;J-FLANGE JOINTS (TYP) CLASS "A" CONC THRUST BLOCK • TYPE PAVEMENT OR--, FINISH GRADE SUB-BASE TERMINATION IN PAVEMENT ALL TYPES CLEANOUT~ SCHEMA TIC PLAN .THRUST---r• BLOCK TYPE 2 THRUST BLOCK"-. . CLEANOUT ~ SCHEMA TIC PLAN • THRUST BLOCK TYPE 3 • (TYP) FINISH FLOOR IRON BODY FERRULE ~ W/BRASS CTSK HEAD 1J " HEAD SCREW PLUG. -U:=·~C:::::::?::l' MOUNT FLUSH WITH FLOOR VARIES ~-LONG RADIUS ___,.,__~ ELL NOTES: TYPE 4 TYPE 5 1. ALL THRUST BLOCKS SHALL BE PLACED PER TYPICAL DETAIL 230. 2. CONCRETE RING SHALL BE PLACED AFTER PAVEMENT PLACEMENT. 3. ALL FLANGES CAST IN CONCRETE SHALL BE TAPPED TO ALLOW THE . INSTALLATION OF BLIND FLANGES WITH CAP SCREWS. 4. CLEANOUT PIPE SHALL BE SAME SIZE AS LINE PIPE. 5. CONCRETE RING SHALL BE FLANGE OD + 8". MINIMUM RING THICKNESS SHALL BE 4". 6. FOR CLEANOUTS IN YARD AREA, POUR 12" SQUARE CONC PAD 4" THICK. • WALL NOTES: 235 CLEANOUTS TYP s FIRE EXTINGUISHER (SEE SPECIFICATIONS FOR SIZE AND TYPE) FINISH FLOOR -~ ELEVATION 5'-o" MAX 1. MOUNT TO WALL WITH NUMBER AND SIZE OF ANCHORS TO MATCH BRACKET. USE CONCRETE ANCHORS FOR MASONRY OR CONCRETE WALLS. INSTALL AT GROUTED MASONRY CELL. MOUNT TO STUD WITH LAG BOLTS, OR WOOD SCREWS FOR WOOD PARTITION WALL. • 2. PAINT A 3' RED SQUARE ON THE WALL BEHIND THE EXTINGUISHER • PER ANSI. 362 FIRE EXTINGUISHER TYP w (/) 3: . a:: w J: .... 0 a w ... 0 z (/) (/) w _, z ::::, :, <O I "'· ,,--1" HOSE VALVE ~-1" GSP _,..---1/4"0 HOT-DIP GALV U-BOLTS ~-,,------LW-_,,""'---,..---ROUND CORNERS I ©~Ull1f □@lMI IMPURE WATER DO NOT DRINK ' 0 I "' co-"'O :J PL 3/8"x 6"x 6" 1/8 FLANGE SYNTHETIC RUBBER p d .., ' 4 ' , 1/2" RADIUS (TYP) ~-ALUM PLATE 1/4"x .3/4"x 4" (TYP) ~-WELD FLANGE & COAT WELD W/ ZINC PAINT ~-2-:-.3/8"0 ST STL CONC ANCHORS ' . • CLASS "C" CONC rFINISH \ 1'-6" DIAMETER GRADE l rn-----1 • GSP ~-:::; a:: w GSP TO ~ CONCRETE SLAB PVC PIPE SLEEVE PVCP COUPLING i-1 • > <O 0 IU 1" -90' ELL CAP PIPE AT RUN ENDS STRUCTURE INSTALLATION YARD INSTALLATION NOTES: . 1. SIGN SHALL 'BE 3/8" THICK PLASTIC RESISTANT TO SUNLIGHT (ULTRA VIOLET) DETERIORATION. 2. SIGN SHALL BE 7" x 10" & SHALL CONFORM TO THE SPECIFICATIONS . 3. SIGN AS SHOWN IS ROTATED 90' OFF TRUE POSITION, SIGN SHALL BE MOUNTED TO PERMIT EASY READING. 4, INSTALL HOSE RACK. TYPICAL DETAIL 244. AT EACH HOSE VALVE. 243 1" HOSE VALVE AND SIGN TYP· s DOOR PER . SCHEDULE __ __.. -->-5/8" HANDRAIL RACK TOP OF CONC p , .1 I 1J ' 4 .d " 3-1/2"0 ST STL U-BOLTS 8" 1/8 1/8 NEOPRENE GASKET ·, ' t ,, If H ' ELEVATION ®SECTION (HANDRAIL INSTALLATION SHOWN) NOTES: 1, HOSE RACK SHALL BE FABRICATED FROM 1/8" STL PLATE. ROUND ALL EDGES SMOOTH. HOT-DIP GALVANIZE AFTER FABRICATION. 2. HOSE RACKS INSTALLED IN YARD LOCATIONS SHALL BE MOUNTED ON POST. THE POST SHALL BE TS 3 x 3 x 0.1875 x 4'-0" HOT-DIP GALVANIZED AND SHALL BE SET IN CONCRETE 18"0 x 18" DEEP. WELD CAP ON TOP OF POST, 3. HOSE RACKS INSTALLED IN STRUCTURES SHALL BE WALL MOUNTED. FASTEN RACK TO WALL WITH 2-5/8"0 ST STL CONCRETE ANCHORS. FOR MASONRY • WALLS, FASTEN TO GROUTED CELLS. FINISH FLOOR MATERIAL PER SCHEDULE © HOSE RACK • TYP s RESILIENT CARPET BAR CONTINUOUS • FINISH FLOOR MATERIAL PER SCHEDULE ' (CARPET , . ' p· I \> ·~ I 'b-P,• • ,... -- p . ., • ' ~ ;' ' 'p, ' .• RESILIENT REDUCER STRIP AS REQD ----, 4" FELT CAP. FLASHING. SET IN FLASHING CEMENT AND. COVER W/ FLASHING CEMENT 1/8" THICK .. BASE FLASHING SET IN ASPHALT SCREW TYPE MECH FASTENERS. • SIZE '& SPACING PER MANUFACTURERS RECOMMENDATION. ROOFING FELTS BACKER FELT SET IN ASPHALT 3" CANT STRIP ~-RIGID INSULATION. THICKNESS AS SPECIFIED. ~---SEE DRAWINGS FOR ROOF DECK AND ROOF FRAMING BUILDING WALL AS INDICATED ON THE DRAWINGS 354. BUil T-UP ROOFING TYP WELD!cR HANDLE ---- WELDER COVER~~ METAL DISC AND WELDING POWDER CABLE ----.. PIPE WELDER BODY (MOLD) FILL W/ GROUT CERAMIC\ TILE \. RESILIENT TILE CONCRETE. CAULK BOTH SIDES HOLLOW METAL FRAME NOTES: 1. FRAME DEPTH SHALL BE 9"± UNLESS OTHERWISE SCHEDULED. 2. PROVIDE MIN 3 ANCHORS PER JAMB@ MASONRY & 4 ANCHORS PER JAMB @ STUD OR CONCRETE CONSTRUCTION. 3. PROVIDE BACKBEND DIM AS REQD (1 /2" ±). 393. INTERIOR DOOR JAMB DETAILS TYP OR SHEET VINYL PER SCHEDULE, FIN FLOOR MATERIAL PER SCHEDULE THRESHOLD &: DOOR BOTTOM AS SCHEDULED. SET IN SEALANT. J_CONT CONC SLAB @ INTERIOR. CONC SIDEWALK OR ENTRANCE PAD @ EXTERIOR. -- NOTE: 1. DOOR CLEARANCE AT BOTTOM OF DOOR 1/4" MIN AND 3/8" MAX. 395 DOOR SILL DETAILS TYP JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA -BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS TYP APPROVED DESIGNED APP'D JCE CHECKED JCE NOTES: 1. PLACE METAL DISC IN BOTTOM OF MOLD BEFORE POURING WELDING POWDER INTO MOLD. 2. INSTALLATION STEPS: A. FILE STRUCTURE CONNECTION AREA ( 3" x 3") TO BARE SHINY METAL AND CLEAN. B. STRIP INSULATION FROM WIRE. INSTALL COPPER SLEEVE AS REQUIRED. C. HOLD WELDER FIRI.IL Y WI TH OPENING AWAY FROM FACE AND IGNITE WITH ' 'it FLINT GUN. WEAR GLOVES TO PROTECT HANDS. \ D. REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. E. COVER CONNECTION WITH THERMIT WELD CAP, MAKING CERTAIN THAT ALL COPPER IS COVERED, COAT ENTIRE WELD AREA WITH TWO COATS OF COAL TAR MASTIC. EXOTHERMIC WELDING PROCEDURES. CABLE TO PIPE CONNECTIONS 38799 DRAWN JAP DATE 1 95 C-2961-8 16TH STREET PUMP STATION . TYPICAL DETAILS ' CITY OF NEWPORT BEACH w-5231-S T-5 UTILITIES DEPARTMENT SHEET 1'557 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 23. 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 11 :58:08 DWG NAME: H:\NP _BEACH\3894A\STNPB005,DWG XREFS: SGNPB001.dwg I .r O_,- ' . EXT LATH & PLASTEE HEAD I I ~ I SEE NOTE 2. ~--------:ct--LINTEL AS INDICA TEO ON THE DRAWINGS :,: • "' '-----\--AIR BAFFLE w .. HOOD 't---0 z W, w (/) M.O. I ____ _, 1--e::-"-'+'-";:..-:J'-[ri--U--:-----::-3x WOOD FURRING JAMB ;i. I w; 3/8"0 _AB @ 32•oc DOOR DIM _..-~-CON't OR MASONRY WALL, AS INDICATED ON THE DRAWINGS. DOOR GUIDE. FASTEN TO WALL PER MFRS RECOMMENDATION, 1.------FLAT SLAT DOOR CURTAIN ~------CONT WEATHERSTRIP@ BOTH PAVEMENT (N.I.C.) 3" JAMBS SILL • • NOTES: l,,rflt------t---SLOPE FLOOR i / 4" • • • • PER 12" TO EXTERIOR ~+----REPLACEABLE NEOPRENE • 3/4" EXTRUSION @ BOTTOM OF DOOR • • • 1. SEE DRAWINGS FOR OPERA TOR TYPE AND LOCATION. 2. DIM VARIES WITH MFR. SEE SHOP DWGS FOR ACTUAL SIZE. PROVIDE 1 / 4" DRAINAGE HOLE 396. ROLLING METAL· DOOR TYP MIN A SECTION FLEX COUPLING TO SUIT PIPE CENTERED ON JOINT CEMENT MORTAR LINED AND COATED STL PIPE WHERE SPECIFIED ' SEE NOTE 2 FINGER TIGHTEN NUTS -~ AGAINST ANCHOR PLATES. DOUBLE NUTS SHALL BE • PROVIDED AS LOCK NUTS, STIFFENER PLATE (TYP) NOTES: CONTINUOUS RING WHERE REQUIRED BY AWWA M11 PLAN 1. DESIGN SHALL BE BASED ON TIEST PRESSURE. • 2. ANCHOR LUGS AND TIE RODS FOR STEEL PIPE SHALL BE DESIGNED BY PIPE MANUFACTURER IN ACCORDANCE WITH AWWA M11 STEEL.. PIPE MANUAL. 3. GRIND ALL CORNERS SMOOTH. • 4. COAT ALL SURFACES WITH EPOXY PAINT PER SPECIFICATIONS, 406 STEEL PIPE FLEXIBLE TYP • COUPLING TIE DOWN •• COVER PLATE NOT --3 /-1-6+->--< EA SIDE · 3/16 • SHOWN FOR CLARITY CUT AROUND-~ • MONORAIL WITH 1 /8" CLEARANCE ALL SIDES DOOR 1"--t-+-- ++++++++ 3/4"--,!-1--- 1/8"--t- 1 ., DOOR FRAME DOOR 14 GA SEAL PLATE. BEND AND FIT TO DOOR CUT-OUT AND ATTACH WITH #10 -+--+----+"4------'Hl----+-SHEET METAL SCREWS. 12 GA COVER PLATE . ATTACH TO DOOR WITH #10 SHEET METAL SCREWS. 2 1 /2" MAX (TYP) ASTRAGAL OMITTED FOR CLARITY 398. DOOR CLOSURE PLATE AT MONORAIL TYP TIE RODS BAKED ENAMEL DUCTILE --, IRON FLOATING FLANGES PIPE DIAMETER --- PER PLANS • --FLANGE ~-RUBBER EXPANSION JOINT 407 RUBBER EXPANSION JOINTS TYP • ~ SEE NOTE 2 . ' . HEAD JAMB ~-;-LINTEL AS INDICATED ON THE DRAWINGS "' '-+-AIR BAFFLE I':' HOOD 0 z w w (/) ~--CONC OR MASONRY WALL, AS INDICATED ON THE DRAWINGS, DOOR GUIDE. FASTEN TO WALL PER MFRS RECOMMENOA TION. ~------CONT WEATHERSTRIP @ BOTH JAMBS ·sill l,,f--tlHlt------SLOPE FLOOR 1/2" TO EXTERIOR ~----REPLACEABLE NEOPRENE EXTRUSION @ BOTTOM OF DOOR " 4 4 ' , ' ( .... I" A PAVEMENT PER DRAWINGS NOTES: 4 1; SEE DRAWINGS FOR OPERATOR TYPE ANO LOCATION. 2. DIM VARIES WITH MFR. SEE SHOP OWGS FOR ACTUAL SIZE. 399 ROLLING METAL DOOR TYP PIPE IN BACKFILLED TRENCH---.. 1'-6" MIN NO EXCAVATION BELOW THIS LINE WALL NO PIPE SHALL RUN THROUGH A FOOTIN WHERE PIPES ARE • LOWER THAN 3' -o• BELOW THE BOTTOM OF A FTG, FTG SHALL BE STEPPED TO ALLOW PIPE TO PENETRATE THROUGH THE FOUNDATION WALL. MIN WALL OPEN TRENCH MIN PIPE SLEEVE SECTION /,, FILL WITH MASS CONC BEFORE OR AT THE TIME FOOTING IS POURED. z :ij ' Ul 420 PIPE THRU OR ADJACENT TO FOOTING TYP AND PIPE THROUGH WALL i CD ◄ - I M l_ TYPE I CONNECTION NOTES: TIE ROD --irt-~1 1/8" A .325 lri . 1· ' ' 3/4" TIE ROD I 1/2" · PER PIPE FLANGE \ I / _}_ TYPE II CONNECTION • BOLTS \~m~===§!-f 1-r,----t* 11 11 11 * AS REQD TO CLEAR FLEX CPLG (1 1/2" MAX) 1. ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY INDICA TIED OTHERWISE ON THE "DRAWINGS. 2. PIPE THRUST SHALL BE BASED ON TEST PRESSURE, 3. PIPE THRUST = 0. 7854 x D 2 x TEST PRESSURE, WHERE O IS PIPE. 00, • 4. MINIMUM TIE ROD YIELD 48,000 PSI. 5. FOR THRUSTS GREATER THAN 30,000 POUNDS. ADD ONE 3/4 INCH DIAMETER ROD FOR EVERY 6,000 POUNDS INCREASE .IN THRUST. 6. CONTRACTOR MAY USE ONE INCH DIAMETIER ROD FOR THRUSTS GREATER THAN 30,000 POUNDS. NUMBER OF ONE INCH RODS = NUMBER or 3/4 • INCH RODS x 0.5625 (ROUND OFF TO THE NEXT LARGER NUMBER) 7. ALL ROD CONNECTIONS SHALL BE TYPE II FOR THRUSTS GREA TIER THAN 30,000 POUNDS. 8. GRIND ALL CORNERS SMOOTH. 405 DUCTILE IRON PIPE FLEXIBLE TYP COUPLING TIE DOWN SHEET 1 OF 2 I ' CONCRETIE WALL "". "" MASONRY WALL OR SLAB ~ , ~ ~ ' , 1/2" "" MIN 1/2" SPACE ~ ·, ~ MAX 3/4" SPACE CAULK ALL AROUND ;;::-----....._ ' W/ SYNTHETIC RUBBER , ~ '-..__ POINT MORTAR AT , ~ ' WALLS ANO UNDER- "" "" SIDE OF SLAB PACK WITH MORTAR ~ ' , q A SLEEVE ADDITIONAL REINFORCING NOTES: 1. 6" DIAMETER SLEEVES ANO SMALLER: SCHEDULE 40 STEEL PIPE OR SCHEDULE 80 PVC PIPE, 2. 8" DIAMETIER SLEEVES AND LARGER: 1/4" THICK STEEL PIPE. 3. STEEL SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. 4. SLEEVE MAY BE OMITTED IF HOLE IS CORE DRILLED. CORE DRILLING IS SUBJECT TO ENGINEER'S APPROVAL. 5. SLEEVES FOR ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC. 424 SLEEVE INSTALLATION THROUGH DRY TYP s WALLS AND FLOOR SLABS JOHN CAROLLO ENGINEERS 3/4" 0 TIE ROD FLEX CPLG • TO SUIT PIPE. CENTER ON JOINT. '"A"' FINGER TIGHTEN NUTS AGAINST ANCHOR PLATES. DOUBLE NUTS · SHALL BE PROVIDED AS LOCK NUTS.----~ (MIN) COAT W/ EPOXY . PAINT PER SPECS:-1C..++,: DUCTILE IRON PIPE .. 1,1 .. 1"GAP 3 x "A" + 6" MAX ROD SCHEDULE FOR DIP PIPE THRUST. TYPE NO ROOS SEE NOTE 2. OF CONNECTION 0-6,000# I 2 6,001-12,000# II 2 12,001-18,000# II 3 18,001-24,000# II 4 24,001-30,000/I II 5 NOTE: I, REFER TO NOTES ON SHEET 1 OF 2. 405 DUCTILE IRON PIPE FLEXIBLE TYP COUPLING TIE DOWN SHEET 2 OF 2 CUT OPENING AS REQO 1" (TYP) THROUGH EXISTING WALLS. COAT SURFACE W/EPOXY 4 ADDITIONAL BONDING AGENT ANO ' REINFORCING GROUT IN SLEEVE WITH '' .. -NON-SHRINK GROUT. , PACK WITH MIN 1/2" SPACE. UNTREATED OAKUM MAX 1" SP ACE. CAULK ALL AROUND _/ W/SYNTHETIC RUBBER PIPE SLEEVE (TYP BOTH SIDES OF WALL) 3 16 q q • ' 1/4"x 2" ANNULAR 3/16 .. RING , .. , q NOTES· 1. FOR NEW CONSTRUCTION, SLEEVES SHALL BE CAST INTO WALL. BLOCKOUTS ANO SUBSEQUENT GROUTING IN SLEEVES WILL NOT BE PERMITTED UNLESS A KEYED WATERSTOP JOINT IS PROVIDED. 2. 6"0 SLEEVES ANO SMALLER SHALL BE SCH 40 STL PIPE. 3. 8"0 SLEEVES ANO LARGER SHALL BE 1/4" THICK STL PIPE. 4. NEOPRENE LINK SEAL W/ST STL BOLTS MAY BE SUBSTITUTED FOR OAKUM & SYNTHETIC RUBBER SEAL. FOR WALLS THICKER THAN 12", LINK SEAL SHALL BE INSTALLED ON BOTH SIDES OF WALL SLEEVE. OIAMETIER SHALL BE PER LINK SEAL MANUFACTURER'S RECOMMENDATION. · 5, SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. 425 SLEEVE -INSTALLATION THROUGH TYP s • WALLS AND FLOOR SLABS.------. C-2961-B APPROVED 16TH STREET PUMP STATION TYPICAL DETAILS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SAc;RA"'1ENTO, CA SAN BERNARDINO. CA ' rucsoN, AZ SAN DIEGO, CA • BAKERSflELO, CA ldSALIA, CA • LOS ANGELES, CA DATE BY DESCRIPTION APP'D DESIG~~ • DRAWN JAP CITY OF NEWPORT BEACH W-5231-S T-6 REVISIONS CHECKED JCE DATE 1 95 UTILITIES DEPARTMENT SHEET PS58 OF PS6 DWG LAST EDITED BY; JAP USER LOGIN TIM[; JANUARY 20. 1995 7c57 AM DWG LAST EDITED ON, 01/2~/95 14c27c55 DWG NAME: H\NP _8EACH\3894A\STNPB006.DWG • XREFS; SGNPB001.dwg I .- I 1/4" STL PLATE SLEEVE, I.D. = PIPE OUTSIDE DIA. + 6" uJ 0 in s~ Oo uJ 'a. 1[ S.S. BIRDSCREEN AND CONTINUOUS S.S. RETAINER RING. ATTACH SCREEN TO SLEEVE W/ S.S. CAP SCREWS I \ I \ \ \ \ \ \ \ I \ I '\ \ \ 1/<f' CLR, TYP. TERMINATE INSULATION EXHAUST PIPE 3/f5' GUIDE PLATE, 4" LONG TYP 4 PLACES 426. WALL SLEEVE PIPE GUIDE TYP I I PLUG OR BALL VALVE CHAIN WHEEL FOR GEAR OPERATION LEVER OPERATOR-FOR ~ VALVES 4 INCH & SMALLER. / OPERA TOR ANGLE 45" WHEN . • • OPEN OR CLOSED 1----HOT-DIP GALVANIZED CHAIN. LENGTH TO SUIT. FOR EASY OPERATION FROM FLOOR· 472 CHAIN OPERATOR TYP s FUNNEL ON EQUIPMENT ----,. DRAIN ONLY FINISH FLOOR TO SLOPE TO FLOOR DRAIN AS INDICATED ON THE PLANS. SEE PLANS FOR FLOOR ELEVATIONS. . - ' , d w-=-lL----- NOTES: p 4 SET TOP OF FLOOR DRAIN 1" BELOW SURROUNDING FLOOR ADDITIONAL . REINFORCING 1. TRAP IS REQUIRED WHEN DRAINING INTO SANITARY SEWER ONLY, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ,.2. PROVIDE 12" RADIUS SLOPE TO EQUIPMENT DRAINS WHERE FLOOR D9ES NOT SLOPE TO DRAIN. 440 TYP i----AIR ,. FLOOR DRAIN FD OR s. EQUIPMENT DRAIN (ED) 3/8" NIPPLE 3/8" GLOBE VALVE 3/8" NIPPLE • \_ 3/8" MALE, PARKER-HANNEFIN 13E; TRU-FLATE: OR EQUAL ·@AIR TOOL CONNECTOR TYP . • PACK W/ ROOF NON-SHRINK GROUT / CLOSURE FLANGE @ BUil T-UP AND SINGLE PLY ROOFING CLOSURE FLANGE NOTES: 1. PROVIDE FLASHING AS REQUIRED f;lY ROOFING MANUFACTURER. ·2. FABRICATE SCUPPER ANO FLANGE FROM MIN 0.108" THICK ALUM. COAT ALUM IN CONTACT WITH CONG PER SPECS. FINISH PER PAINTING SCHEDULE. • 3. LOCATE INVERT OF SCUPPER 2• ABOVE ADJACENT ROOF DRAIN INLET. SLOPE SCUPPER 1/2" TOWARDS EXTERIOR FACE OF WALL. 4. PROVIDE CLOSURE FLANGE AT EXTERIOR WALL SET FLANGE IN SEALANT. © OVERFLOW SCUPPER TYP • DETAIL AIR AND GAS. SERVICE ·ONLY LIQUID SERVICE VARIES FLUSH MOUNT GAUGE ' (/) uJ a:: 12· 1 1/2" (TYP)--tt- WALL MA TERI AL AS INDICATED ON THE DRAWINGS .• ~--2-1/4"0 ST STL CONC ANCHORS@ CONC OR MASONRY WALLS (TYP) 1 1 /2" x 22GA GAL V MET AL DOWNSPOUT HANGER @ 4' -0" OC •• ®SECTION - NOTE: • r 4" x 6" DOWNSPOUT FORMED FROM 22GA GALVANIZED METAL OTHERWISE INDICATED • ON THE DRAWINGS. FINISH PER PAINTING SCHEDULE. SPLASH PAD 8" 1. PROVIDE SPLASH PAD AS SHOWN EXCEPT AT PAVING ANO SIDEWALKS. 4" 150 LB BLIND FLANGE. DRILL AND TAP FOR NPT NIPPLE @ DOWNSPOUT TYP ,---GALVANIZED STEEL DISCHARGE PIPE, SIZE AS REQUIRED (1/2" MIN) UNION 1--------t+--AIR VACUUM OR AIR RELEASE VALVE ,__,....-PLUG VALVE GSP NIPPLE. SIZE PER AIR VACUUM AND AIR RELEASE VALVE ' IX) I r--~-:-1 I I I I I I L:... ___ J I L ___ ;_ __ ..J • . ©ELEVATION / -... / \ ROOF DRAIN SCUPPER WALL AS INDICATED ON THE DRAWINGS 3" FLASHING OVERLAP --~11 ~+-CONDUCTOR HEAD @DOWNSPOUT R ®SECTION / 71 --... ... / II \ / I \ I \ I -"1 \ I I I \. / \ I \ / 'o, .J / 'o, / ... - • ®DETAIL ®DETAIL CD DETAIL NOTES: 1.· PROVIDE FLASHING AS REQUIRED BY ROOFING MANUFACTURER. 2. FABRICATE CONDUCTOR HEAD FROM MIN 22GA GALV METAL COAT ALUM IN CONTACT WITH CONG PER SPECIFlCATIONS. SEAL ALL JOINTS. FINISH PER PAINTING SCHEDULE. 3. SEE SPEC FOR SPECIFIC ROOFING ANO INSULATION MATERIAL. SCUPPER SHAPE WILL VARY WITH ROOFING TYPE. 4, CONDUCTOR BOX AND DOWNSP.OUT TO MATCH EXISTING. 449. CONDUCTOR HEAD TYP ROOF BEAM --fl ITT GRINNELL BEAM ATTACHMENT CATALOG PH-87 FIG. 66, OR EQUAL ®SECTION 1 4 5/8"0 HANGER ROD (TYP)--- v,i--CB PIPE SUPPORT L 3 x 3 x 1/4 x 4" ·®SECTION ~ ~-e(lln-',;:::--'-.1. RADIUS ~ 4" FLANGED OUTLET----=1~c-----11r FOR STEEL PIPE, USE OR SERVICE SADDLE THREADOLET OR HALF CB PIPE SUPPORT AS REQD TO SUPPORT PIPES "l ,t • 0 I ,t ,, 1 8 ALUM CORNERS CG x 3.63 1"± NON- SHRINK GROUT / 1 1/2" ALUM / BASE PLATE -~~~___J 4 • d ' , ' 3/16" ALUM MOUNTING PLATE ®ELEVATION • • ® PLAN NOTES: GAUGE STAND 4-1 /2"0 ST STL CA 1. ALL GAUGES SHALL BE DUAL SCALE. SCALES ON THE GAUGE FACE SHALL BE MARKED IN PSIG ANO FEET OF WATER (FOR POSITIVE READINGS) OR INCHES OF MERCURY (FOR VACUUM READINGS). NOTES: COUPLING GALVANIZED STEEL PIPE TO NEAREST DRAIN. SUPPORT AS REQUIRED ~ 6" AIR GAP ---'=::,::::ic= '\_DRAIN 2. MOUNTING PLATE DIMENSIONS VARY ACCORDING TO SIZE AND NUMBER OF GAUGES REQUIRED. L VALVE SIZE SHALL BE AS INDICATED ON PLANS. 3. AT GAUGE STAND. DIAPHRAGM SHALL BE LOCATED BELOW THE MOUNTING PLATE. ONE INCH PIPE SHALL BE ROUTED BETWEEN DIAPHRAGM AND SERVICE PIPE PLUG VALVE. CROSSES WITH THREADED PLUGS SHALL BE USED IN LIEU OF 90" ELBOWS, WITH AT LEAST ONE UNION PER CROSS. 2. SERVICE TAP AND PLUG VALVE SHALL MATCH VALVE INLET SIZE.· 4. COAT ALUMINUM IN CONTACT WITH CONCRETE PER SPECIFICATIONS. 480. PRESSURE GAUGE DETAIL TYP 484. VALVE ASSEMBLY -AIR VACUUM AND TYP AIR RELEASE (3" AND SMALLER) JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA , SACRAMENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS it_ ROOF BEAM 2-L 4 x 4 x 1/4 x 6"--+-----... 1/4 FOR PIPE HANGER TO CB --- PIPE SUPPORT -SEE ® FOR PIPE HANGER TO APPROVED • ROOF BEAM -SEE® ®SECTION NOTES: 1. FOR ADJUSTABLE RING HANGER SEE ~ ~ 501. PIPE HANGER SUPPORT TYP C-2961-8 16TH STREET PUMP STATION 38799 TYPICAL DETAILS DESIGNED DRAWN APP'D JCE c";TAP CITY OF NEWPORT BEACH W-5231-S T-7 CHECKED DATE JCE 1 95 UTILITIES DEPARTMENT SHEET PS59 OF PS62 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 20, 1995 7:57 AM DWG lAST EDITED ON: 01/20/95 14:33:27 DWG NA~E: H:\NP _BEACH\3894A\STNPB007.DWG XREFS: SGNP8001.dwg I ..... -'ii. l. l. ' • -~ - j • ; • • 3/4"0 CONC ANCHOR W/5" MIN EMBEDMENT d '~ .1 1 P ,, ,_ A I I #4 X 3' -0" " ·OVERHEAD CONC ., , ' " p {TYP) • ~~ 4 ' 4 , ' •• {FOR STEEL FRAMES. -' d 4 , 4 ' ' , • .f_P_:_--11--=t=-il~,-~-SEE SHEET 2 OF 2) __..___!Hif!-----"-- NUT w/-~ 1/B"x 1 5/B"x 4' -0" MAX BETWEEN RODS 5/8"0 HANGER PIPE CLAMP' ROD {TYP) 1 5/8" PLATE WASHER {TYP) EACH SIDE (TYP) ~~~-¥li!f.=.--dt~~~~~,,J,4~-,!!!llb, LOCKNUT {TYP) DOUBLE HANGER SUPPORT WHERE INDICATED ON THE PLANS NOTES: 1. MAXIMUM VERTICAL LOAD EQUALS 2000 LBS, 2. HANGER SPACING SHALL BE BASED ON MAXIMUM SPAN ALLOWABLE FOR ANY INDIVIDUAL PIPE AND FOR MAXIMUM LOAD, • 3, ALL-THREAD ROD SHALL BE USED ONLY FOR DOUBLE SUPPORTS. 4. ALL MATERIALS SHALL BE HOT-DIP GALVANIZED. 5. ISOLATE ALL COPPER PIPE FROM SUPPORT WITH PVC TAPE. 502 PIPE_ HANGER DOUBLE ROD TYP MAX 4" PIPE SHEET 1 OF 2 ' p • 4 , p 4 ' ----. 4 ' . i-----cONC OR GROUTED MASONRY WALL (TYP) MAX 1" PIPE GRINNELL FIG 126; BERGEN-_ • PATERSON FIG 237; OR EQUAL 1;2·0 ST STL CONC ANCHOR 1/2"0 ST STL \ CONC ANCHOR • ' p 4 ' • ' ' 4 4 1 1/2"x 1/4" • STRAP _ 314• HOT-DIP GALV =fl NOTE; 1 • - 1/2" PVC SPACER AS REQUIRED ' 4 4 p p 1. IF SUPPORT IS SUBMERGED OR BELOW TOP or WALL OF HYDRAULIC STRUCTURE, STRAP SHALL BE STAINLESS STEEL • • 518 PIPE SUPPORT TYP 4 SEE ALSO 1/4 1/4 2 MAX (TYP) 1 ROOF BEAM PERPENDICULAR TO PIPES PL 1/2"x 6"x 1'-D" C8 PIPE SUPPORT PERPENDICULAR TO PIPES ,//-of-TRANSVERSE BRACE: L 3 X 3 X 1/4 _ AT EACH SIDE EVERY OTHER HANGER • (TYP) 5/8"0 BOLT '(TYP) PL 1/2? x 3•· (TYP) LONGITUDINAL BRACE: L 3 x 3 x 1/4 AT EACH C8 PIPE SUPPORT SIDE, EACH LEVEL EVERY PARALLEL TO 0 OTHER HANGER. AL TERNA TE PIPES -SEE TYP W/TRANSVERSE BRACES {TYP) ROOF BEAM 5/8"0 5/8"0 PARALLEL TO BOLT (TYP) BOLT (TYP) PIPES =d<liZiR--. 1 /2" PL ,i--- 5/8"0 BOLT (TYP) L 3 x 3 x 1/4 @DETAIL L 3 x_3 x,1/4 • ED DETAIL ED DETAIL 502 PIPE HANGER DOUBLE ROD TYP ·• NOTE: SHEET 2 OF 2 ' .. ' 4 • .. ' 4 .. .. 'p .. ' 4 ,-+--1 /2" 0 CA ' ' , 4 ' ' p PREFORMED CHANNEL p ' .. ' • 4 p . 4 ' 4 1---------1 ' ' ...tlb.. ----_J:fu_ ®SECTION I I ' p I PIPE CLAMP. SIZE AS REQD. I I I I PIPE SUPPORT PIPE SIZE AND MATERIAL AS INDICATED ON THE DRAWINGS ELEVATION 1. BELOW TOPS OF WALLS IN WATER BEARING STRUCTURES, ALL MATERIAL SHALL BE STAINLESS STEEL IN ALL OTHER AREA. ALL MATERIAL SHALL BE HOT-DIP GALVANIZED STEEL 529 PIPE SUPPORT FOR TYP ONE VERTICAL RISER 2" PL TS 3 x 1 x 14 GA x 4'-0" HEADER, CENTERED ON .HANGER ROD. PLACE TUBE PERPENDICULAR TO ROOF DECK SPAN • CONCRETE SLAB NUT AND 1/8"x 3"x 3" ' 00 . 4 PLATE WASHER / #4 X 3'-Q" CONC INSERT ROD INSULATION & BUILT-UP ROOFING METAL ROOF_} / DECK _/ / ROD ◄11---111• ~\--ADJUSTABLE RING HANGER, 6"0 PIPE AND SMALLER. ADJUSTABLE CLEVIS HANGER, 8"0 PIPE AND LARGER P. LASTIC - COVER NUT - FOR PIPES 2•0 AND SMALLER ONLY AT CONC SLAB AT METAL DECK p 4 ' . m--~5/8"0 ST STL CONG ANCHOR W/2"0D WASHERS •---WELDED EYE ROD CONCRETE JOIST OR· BEAM PIPE HANGER RODS AND SUPPORT SPACING PIPE DIA ROD DIA MAX SUPPORT SPACING (INCHES) (INCHES) STEEL PIPE CAST IRON AT CONC JOIST OR BEAM - NOTES: 3/4 & SMALLER 1 TO 2 2 1/2 TO 3 1/2 4 TO 5 6 8 10 12 3/8 5 FEET 3/8 5 FEET 1/2 10 FEET 5/8 10 FEET 3/4 10 FEET 7/8 10 FEET 7/8 10 FEET 7/8 10 FEET 1. ISOLATE ALL COPPER PIPE FROM SUPPORT WITH PVC TAPE. 2. ALL MATERIALS SHALL BE HOT-DIP GALVANIZED. 3: PROVIDE ADDITIONAL HANGER AT EACH SIDE OF ALL VALVES 4 INCHES AND LARGER. - - 5 FEET 5 FEET 5 FEET 5 FEET . - - 4. FOR LONGITUDINAL AND LATERAL BRACING OF PIPES, SEE TYPICAL • DETAIL 506. .---.... • 503 PIPE HANGER TYP / 3/4"0 CONCRETE ANCHORS IF MOUNTED ON WALL. ON CEILING USE CONCRETE • • ' INSERTS OR ANCHOR BOLTS ONLY. • •• • . . • . ~-11:1 ~ ~z• FITTING • . • .·_ _ •. 4 ~-+--~,,-~ C, :::. w :::, a:: :;; a~ w :;; a:: <n ~ "( N 3/4"0 GALV BOLT "' ' 4 PIPE "U" CUPPED TO CHANNEL FRAMING 4 p • , 1-+-~W-dl- , . •1 '· p' .I • • I ' -..i,, I i-----PREFORMED CHANNEL PIPE SUPPORT • -I ' • .. , 4 ' p ' 4 i------CONCRETE OR GROUTED MASONRY WALL -p ' NOTES: 1. IF SUPPORT IS SUBMERGED OR BELOW TOP OF WALL OF HYDRAULIC STRUCTURE, ALL MATERIAL SHALL BE. STAINLESS STEEL_ 2. FOR COPPER PIPE, WRAP PIPE UNDER •u• CUP WITH POL YETHLENE TAPE .. 3. MAXIMUM PIPE SIZE: 3". 4. SPACE FLUSH MOUNT PIPE SUPPORTS AT s·-o· MAXIMUM. 530 FLUSH MOUNT PIPE SUPPORT TYP ' . ., ]"1"~-l---f=4--3/4"0 CONCRETE ANCHOR W/ 4 _, 5" MIN EMBEDMENT -::::~ 4 p ' . 4 P' ' . • 4 PLAN -w ----v-,,7) ,;; ,;; ,;; IF LOAD ON BRACKET EXCEEDS 300 LBS, USE L 3 x 3 x 1/4 BRACE. COPE LEG AS REQUIRED. • 1/4 3 1/2" MIN . • STANDARD U-BOLT W/DOUBLE NUTS. GRINNELL FIG 137; BERGEN-PATERSON PART 6510; OR EQUAL P' ,;; d ;.-4----WELDED STEEL BRACKET. SEE ,; ,; SPECIFICATIONS ,; P' ' . 4 J--'C---H----,,L-,;;---,fl-:___-----coNCRETE OR GROUTED MASONRY WALL 4 P' 4 ' " NOTES: -------2-5/8"0 ANCHOR BOLTS OR CONCRETE ANCHORS ELEVATION 1.. MAXIMUM AU.:OWABLE VERTICAL LOAD: 1500 POUNDS. 2. BRACKET AND U-BOLT SHALL BE HOT-'DIP GALVANIZED. 3. ISOLATE ALL COPPER PIPE W/PVC TAPE. 510 PIPE SUPPORT TYP ROOF DECK AIR DUCT. 3"x STRAP SUPPORT FRAME @ 5• -o·oc MAX BY MFR BASE PL W/ 2-5/8"0 BOLTS PITCH POCKET 3/16" GALV PL (SPAN BETWEEN 2-FLUTES MIN) NOTES: 1. DUCT SUPPORT FRAMES SHALL BE DESIGNED TO WITHSTAND 80 MPH WIND LOAD AND SEISMIC LOADS or ZONE 4. 2. ALL FRAMING MATERIAL TO BE GALVANIZED STEEL 3. ALL BOLTS TO BE A307 HOT DIP GALVANIZED. 4, STRAPS SHALL BE HOT DIP GALVANIZED STEEL. 534. DUCT SUPPORT TYP p 4 P' " ...,_ . -" 'v ' 4 ' , 4 • P' • 10· G-----.-,.-< TYP 1/4 s;-..._QL ___ __, TYP 1/4 i---=--6--1--1---1 1 /2" --2-5/8"0 CONC ANCHORS 2-ALUM L 3 x 3 x 1/4-1---' WITH 1" SPACE BETWEEN VERTICAL LEGS NOTE: -_J__ 1/2" ST STL "'--------111----' U-BOL T 1. MAXIMUM LOAD = 512 PIPE SUPPORT TYP • ROUND FIBERGLASS DUCT. 48" MAX DIA. BAR 1/4" X 6" {TYP) ' 0 I in ' "' 1/2" PL STIFFENER EACH SIDE 1/4 1/4" RADIUS AT CORNERS " • - 1/2-1/2"0 TYPE 316 ST STL BOLTS EVENLY SPACED ON EACH SIDE ~--PL .1/4" 1/4 '-----PL 1/2"x 12"x DUCT 0 ,__ _____ 3•0 SCH 40 PIPE 4-3/4"0 ST STL ALL THREAD RODS W / LEVELING NU TS IN FLUSH SHELLS • • PL 3/4"x 1'-2"x 1'-2" . . 1" NON-SHRINK GROUT SEE _.NOTE 3 _ __,, _,_ _ _,__,,..__.,_.__---''- APPROVED NOTES: 1. DUCT SUPPORT SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. 2. MAXUMUM .VERTICAL LOAD = 1000 POUNDS 3. CHEMICAL ANCHORS MAY BE SUBSTITUTED FOR FLUSH . SHELLS AND ALL THREAD RODS. 535. DUCT SUPPORT TYP C-2961-B 16TH STREET PUMP STATION 38799 JOHN CAROLLO ENGINEERS __ r DATE TYPICAL DETAILS ,--..~-'15 PHOENIX, AZ • WAL.NUT CREEK, CA SANTA. ANA, CA • SACRAl,jENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO. CA , BAKERsnELD. CA ;IISALIA, CA , • LOS A.NCELES, , CA ,(.,['15 DATE BY DESCRIPTION APP'D DESIGNED DRAWN CITY OF NEWPORT BEACH W-5231-S T-8 JCE. JAP REVISIONS CHECKED DATE UTILITIES DEPARTMENT SHEET PSec> OF PSfl2 JCE 1 95 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 20, 1995 7:57 AM DWG LAST EDITED ON: 01/20/95 14:37:12 DWG NAME: H:\NP _BEACH\3894A\STNPB008,DWG XREFS: SGNPBOO 1.dwg I ; , • • • • ' ' C • * .,. ADJUSTABLE PIPE SADDLE SUPPORT SCHEDULE DIMENSIONS IN INCHES PIPE "A" ··s· ··c· "D" SIZE MINIMUM MAXIMUM 2 1/2 2 1/2 1 1 2 9 8 13 3 2 1/2 1 1 2 9 8 1/2 13 1 /2 3 1/2 2 1/2 1 1/2 9 8 1/2 13 1/2 4 3 2 1/2 9 9 1/2 14 6 3 2 1/2 9 10 1/2 15 1/2 8 3 2 1/2 9 . 11 1/2 16 1/2 10 3 2 1/2 9 13 1/2 18 1/2 12 3 2 1/2 9 15 19 1/2 14 4 3 11 16 1/2 20 1/2 16 4 3 11 17 1/2 22 1/2 18 6 3 1/2 13 1/2 19 1/2 24 20 6 3 1/2 13 1/2 21 25 1/2 24 6 4 13 1/2 23 1/2 28 1/2 30 6 4· 13 1/2 27 31 1/2 32 6 4 13 1/2 28 1/2 32 1/2 36 6 4 13 1/2 30 1/2 34 1/2 * USE 2 1/2" SUPPORTS FOR PIPES LESS THAN 2 1/2"0 . . . ' ROUND ALL SHARP CORNERS TO 1/2"0 RADIUS W-----LENGTH AND Tl;lREADS TO ALLOW MIN AND ' NOTES: MAX DIMENSION SHOWN. USE STRAIGHT. THREADS. 4-3/4"0 ST STL ALL THREAD RODS W/ LEVELING NUTS IN FLUSH SHELLS SEE NOTE 3 I. HOT-DIP GALVANIZE AFTER FABRICATION. 2. PIPE SHALL BE SCHEDULE 40. 3. CHEMICAL ANCHORS MAY BE SUBSTITUTED FOR FLUSH SHELLS AND ALL THREAD RODS. 545 ADJUSTABLE PIPE SUPPORT TYP s ct_ ANCHOR BOLT ~---+-~ SEE NOTE 1 . 3"MIN ALL---1-1-- AROUNO . "D" = DIAMETER~-- OF ANCHOR BOLT EQUIPMENT BASE OR SOLE PLATE LAP SPLICE· 3/4"-~ CHAMFER Vl, " Z ~ 8 8 C., d -.:->:r~---.-=":::;:::=ic::::.r--.-·~~~ .... 1; 1 SLOPE (TYP) 1 1/2" NON- SHRINK GROUT II ti JI 4 ' , p -~ I r11, "11 I I ~ .,. ' d :::) I I-~ ,. ::;; UlV> <( ~ _ >-+-#5 C 12" H1E k :,2 ~ ~ t • (TYP 4 SIDES) JI I A II ' • ' ll'J I 11 , "' ' • , U I 1' 11 ',p -11 I f, 11 _ 4 ' , " •• , .,.II I I 11' 4 ' c!': 8 :lb , ' , • c",t:j:11," ' d ' ' , 4 ' , . ' ,_ ::,ZO I v,"--w' #5@ 12" (TYP <.:> !!cl a_ Vl I , 4. SiDES) wa::-<C1- , 4 I I I I . P' • -~1 .. d .. 4 -' ' V I :"; 5 Cl'. z 2" CLR (TYP) LaJOo' V l b, d ' , -' d l L,_ • ' -.,J p p , ,, ROUGHEN CONCRETE TO 1/ 4" AMPLITUDE AND ' 4 .,. p COAT WITH EPOXY ANCHOR BOLT BONDING AGENT NOTE: ' d , I I .. 'C.~ ' , 'p p p ' , p 4 3" CLR FOR SLABS ON GRADE. 1 1 /2" CLR FOR ALL OTHER SLABS. I. THE EDGE DISTANCE ON THE ANCHOR BOLTS SHALL NOT BE LESS THAN 6" OR 8 x "O". 600. EQUIPMENT BASE TYP ~ io~---+ + + + lo io 2" STAINLESS STEEL . PIPE, ONE END BEVEL TO MATCH SADDLE RADIUS (TYP) ---------.._ 7--t-+-I-1 ----e--+-1-1 I . I' -4• • I PLAN OF PIPE WELDED STAINLESS -----~~~..-~~ STEEL HEX NUT TO 2• PIPE (TYP) ____ _,.. PIPE SUPPORT ASSEMBLY PER CITY STD. 522-L (TYP) _L.-.-- STAINLESS STEEL SADDLE ABOVE N I . - 3o PIPELINE 3/fi' THICK STAINLESS • STEEL SADDLE TYP 4 PLACES 3/fi' MIN 546. PIPE SUPPORT DETAIL TYP 1• GROUT OR . AS REQ'O. TOP OF SLAB ANCHOR BOLT EQUIPMENT 3" MIN.--il--1-----\------------\---t (TYP.) -i---i--r-o· MIN. #4 @ 12• E.W. NOTES· LAP SPLICE I. PAD DIMENSIONS, ANCHOR BOLT SIZE ANO, LOCATION AND OTHER EMBEDDED STEEL SHALL CONFORM TO EQUIPMENT MANUFACTURER'S RECOMMENOA TION. 2. ALL MECHANICAL ANO ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO THE EQUIPMENT PAD, AND ANCHORAGES SHALL MEET THE REQUIREMENTS OF SEISMIC ZONE 4 PER SECTION 2336 OF UBC 91, AND SHALL WITHSTAND WIND UPLIFT DUE TO 90 mph WIND, EXPOSURE C. 602. CONCRETE EQUIPMENT PAD TYP CHANNEL -SEE ROOF FRAMING PLAN, LOCATE TO SUIT SILENCER SELF -TAPPING SCREWS @ 12·oc METAL DECK L 3 X 3 X 1/4 (SKEW SEISMIC BRACE TO MEET THE BEAM AS REQ'D) TYP METAL DECK W BEAM 1/4 PL 1/8 PL 3/8 BEND AS REQ'D 5/8"0 ROD ~~r----SHELL LUG SUPPORTS ~ PARALLEL • TO SILENCER BY MFR 3 SIDES EA END METAL DECK SILENCER 3" INSULATION W/ ALUMINUM JACKET L 4 X 4 X 1/4 X 0'-6" (TYP) •. 3/16. 2 (TYP) DOUBLE NUTS (TYP) PL 3/8 ~ PERPENDICULAR TO SILENCER NOTES: 1. ALL SUPPORT, BRACING MATERIALS AND HARDWARES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION, EXCEPT THE L 4 x 4'S • 2. SEISMIC RESTRAINT SHALL BE DESIGNED PER UBC 91, SECTION 2336, WITH Z = .4 551. SILENCER AND CONVERTER SUPPORT TYP 1" GROUT OR AS REQ'D . TOP OF SLAB ANCHOR BOLT 3.. MIN._. -1--i--+----E_Q_U_IP_M_E_N_T ___ ~"" (TYP.) LAP I I L½ SPLICE #6 CONT. 1 /2" PREFORMED EXP. JOINT MA TE RIAL ALL 4 SIDES NOTE: 1'-6" MIN_.-- 1. PAD THICKNESS "T" AS REQUIRED BY EQUIPMENT MFR. z :::; PAD DIMENSIONS, ANCHOR BOLT SIZE AND LOCATION AND OTHER EMBEDDED STEEL SHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. 2. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO THE EQUIPMENT PAD, AND ANCHORAGES SHALL MEET· THE REQUIREMENTS OF SEISMIC ZONE. 4, WITH IMPORTANCE FACTOR 1=1.5 AND SHALL WITHSTAND WIND UPLIFT DUE TO 90 mph WIND, EXPOSURE C. 603. ISOLATED EQUIPMENT PAD TYP T ---L 2 1/2 x 2 x 3/16. • .,-17,:2'z::rz:iz:;i ~ TRIM OUTSTANDING LEGS TO MAINTAIN SHROUD DIAMETER. -N ..-----,---,.,------<. TYP 3/16 -1-12 ©SECTION 1/2"0 ST STL CONC ANCHORS 3/16 TYP+~ · I SUPPLY OR o: EXHAUST I FAN I 3/16 -TYP ~ ~ I 0 0 ----·------ 0 0 NOTES: • 1. SEE DRAWINGS FOR WALL REINFORCING AT OPENING. 2. INSTALL ALUM INSECT SCREEN ON INTERIOR OF LOUVER FOR SUPPLY FANS. • 3. PROVIDE SPACERS AS REQUIRED TO INSTALL FAN IN. MASONRY OPENING. 555. PROPELLER FAN TYP ,,---SYNTHETIC RUBBER BEAD CONTINUOUS . ALL AROUND EQUIPMENT BASE OR 1/4" • SOLE PLATE. T114• • C • X 0 -. . C N • w >< Lu~ Ulo 0 z p d ' p p ' , • p ._ < - ~-----ST STL LOCK NUT • ----ST STL AB W/2 TO 4 .. I 4 ,· , ' THREADS EXPOSED ~-ST STL LEVELING NUT --1 1/2" NON-SHRINK GROUT ~-EQUIPMENT BASE OR SOLE .• PLATE .,-'t---NON-SHRINK GROUT V ~1---1 /8" MIN WALL THICKNESS PIPE SLEEVE. ' ID = BOLT DIA + 2" MIN. p A--1/4" PLATE p • , -lll--!-~+--"D"= DIAMETER OF . , ' • ANCHOR BOLT .. d ' 1/8 ' .. • p • ' ,I ' p • NOTES: 1. ANCHOR BOLT SIZE AND LENGTH AS INDICATED ON THE DRAWINGS. IF NOT INDICATED ON THE DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. 2. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR BOLT, PROVIDE EXTRA THICKNESS OF SLAB OR BEAM. 3. PREFABRICATED PLASTIC ANCHOR BOLT SLEEVE OPTIONAL 610 ANCHOR BOLT TYP JOHN CAROLLO ENGINEERS PHOCNX, AZ • WALNUT CREEK, CA SANTA ANA, CA , SACRAMENTO, CA SAN BERNARDINO, CA , TIJCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA \IISALIA, CA , • LOS ANGELES. CA DATE BY DESCRIPTION REVISIONS GRILLE SIMILAR TO ROUND DUCT DETAIL (TYP) WALL PER PLANS 2" (TYP) 45• (TYP) 0~ i>~r 4• MIN -f---t---/ CROSS SECTION THRU --------t-+-<-,., RECTANGULAR DUCT. SIZE AS INDICATED ON THE PLANS FIBERGLASS VANES -t"T'o/ 4 ' V d ' • p p ' , 4 V 1/4$ _ (EXHAUST GRILLE . l/4• ONLY) O~ , 1/4" 1/4"0 x 1 1/2" <,_vv/ v M""it::i r LONG ST STL BOLT, ~~ / :::-~ • .tt;'l-+;t, LOCKWASHER, AND •. ~ +---NUT@ 6" OC MAX AS INDICATED GRILLE ON THE PLANS ~::;;;i-~_.:___ RECTANGULAR DUCT I GRILLE STOP _,___ DAMPER PLATE FIBERGLASS DUCT SIZE . AS SHOWN ON DWGS 1/2" .1 , . .-?,-----FIBERGLASS FLANGE TYPICAL SECTION r 1/2"x 1/2" STYRENE OR ACRYLIC GRILLE NOTES; FIBERGLASS RETAINER FIBERGLASS DAMPER --trs'i9"'---r-9--i PLATES SIZED TO BALANCE SYSTEM ROUND DUCT I. SUPPLY GRILLE SIZES ARE FROM INSIDE TO INSIDE OF GRILLE STOP, AS INDICATED ON THE PLANS. • 2. GRILLE LATTICE WORK TO OCCUPY NO MORE THAN 9% OF TOTAL GRILLE AREA. 3. ALL FIBERGLASS PIECES ARE TO MATCH COLOR OF FIBERGLASS DUCT. 566 DETAIL -AIR SUPPLY OR TYP EXHAUST GRILLE L _J APP'D A - PL 1 /2" 5/16 PLAN • • , L 4x4x.3/8 ----,. w/ 2-3/4"0 CA w/ o EMBEDMENT A ,. . . • 1/4" ~7$=:=:=~=======!:EE , APPROVED DESIGNED JCE CHECKED JCE 38799 DRAWN JAP DATE 1 95 L 3x3x1/4 w/ 2-3/4"0 A325 BOLTS EA END SECTION A-A 54 7. SEISMIC BRACE TYP C-2961-B 16TH STREET PUMP STATION TYPICAL DETAILS W-5231-S T-9 CITY OF NEWPORT BEACH UTIUTIES DEPARTMENT SHEET PS61 OF PS62 DWG LAST EDITED BY: JAf' USER LOGIN TIME: JANUARY 23, 1995 8:49 AM DWG LAST EDITED ON: 01/23/95 14:21:51 DWG NAME: H:\NP_BEACH\3894A\STNPB009.DWG XREFS: SGNPB00l.dwg I ' • . • t • • • . • . ,;; FlNISt:t GRADE-~ 24" MIN COVER RED CONCRETE ------~ ' , ' .. 3" (TYP 4 SIDES) ' 4 p 4 ' ' ' p ' • • • ' ' p 4 4 ' p -·d ' - ,.o• .. p p ' ' ,-., ' p • 4 . ~ #4 C 36" -' p -I-' ~ : o-·-b'·, ' ' p 4 ' N ' #4 C 12" ' .. -• ' ' ' (TYP 4 SIDES) 4 ' p ' 0-p 4 p ' CONDUIT. SIZES ANO ' p ' ' p ' 4 QUANTITY AS REQO. ' .. -0.' -/~a:; 4 • ' • ' 4 p #2/0 BARE COPPER • ' .. • ' , .. • GROUND CONT UNLESS ' ' • ' 4 OTHERWISE INDICATED .. 4 ' ' ON THE DRAWINGS. ' 4 p 4 i---1-----1,,,,-1 1 /2" ALL AROUND 1. 1/2" (TYP) ----H !'ID.IE;_ I. ALL DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 800 REINFORCED ENCASEMENT FOR TYP s ELECTRICAL CONDUITS ----WALL MONORAIL TRACK - T'~':r--;P"T~ PREFORMED CHANNEL BOLTED • TO MONORAIL TRACK. MOUNT REEL WITH 1/2"f ST STI... CONCRETE EN.CASEMEN~T_7 _ _j _ _jz~~ \ ---~-1'' ---CAULK WITH SYNTHETIC RUBBER ALL AROUND • CONDUIT(S) 4 ' , ' p 4 1'' SYNTHETIC SPONGE _/ RUBBER EXPANSION JOINT --GROUND CONDUCTOR •->--1---6" CENTER BULB WA TERSTOP ALL AROUND i----WALL OR GRADE BEAM MATERIAL (TYP ALL AROUND) p • ENCASED ELECTRICAL CONDUITS . 803 AT MANHOLE OR STRUCTURES TYP (WITH WATERSTOP) _A'.~-1 --ELECTRICAL EQUIPMENT. GROUND BUS OR LUG ' 4 NO 4 AWG BARE COPPER GROUND CONDUCTOR. PLACE . IN CONDUIT, WIHERE EXPOSED TO POSSIBLE PHYSICAL DAMAGE. GROUND CONNECTIONS BOND TO INTERIOR META[LIC COLO WATER PIPING SYSTEM WHERE AVAILABLE .. 4 I f --. /;' CONCRETE FOUNDATION, SLAB, OR FOOTING d ' 4 BOLTS WITH SQUARE ST STI... WASHERS. P' .4 ... p 11"p, P' ,d'\ ,d\l ' "' 841 TYP ~-TYPE SO CABLE (TO HOIST) '--APPLETON ELECTRIC CO; REEL! TE; YALE; OR EQUAL .. ·"--CONDUIT TO DISCONNECT SWITCH HOIST REEL MOUNTING 4 p ' "----,d,--· ~--'----,,--~"--,,---------.-I / ".°' l7 \ I \ ~ 20'-Q" MIN SEE NOTE 1 GROUND CONDUCTOR ~-NO 4 AWG BARE COPPER CONDUCTOR UNLESS OTHERWISE INOICA TED ON THE DRAWINGS .. 842 TYP NOTE; 1. 1" CLEAR FOR ELEVA TED SLABS. 3" CLEAR FOR SLABS ON GRADE OR FOOTING. CONCRETE ENCASED GROUND. ,' COMPACTED SOIL FLOOR SLAB bz 1-• :::!: • 0 ' -· • Y, _,_ '.'.YA----GRADE BEAM CEC OVER FOOTING _ _,_ FOOTING CEC UNDER FOOTING 1" SPONGE RUBBER MAY BE EUI.IINA TED UNDER CEC WHERE "D" = D" -,--0 • -... I ..... ,..,..; ...,I ' t); 0 0 ,0 5/8" ALUM PLATE • I 10· i· -1 • • • ... + + ., -+ + 1/4 CONDUIT SECTIO ALTERNATE r . . CONDUIT ENTRY------i • ' I I I I 8 1 I I I • PUSHBUTTON STATION. • MOUNT CENTERLINE 4' -6" ABOVE SLAB.-----, I I I •. ALUM C6 x 4.030 ___ _. ~ ~ I-~ • ' U) ROUND CORNERS TO 1/2" RADIUS (TYP) CONDUIT STRAP AS REQD _,.----CONDULET #4 x 10'-0" -CENTER UNDER FOOTING ~ REINFORCE PER 0 . JYR ----CONDUIT TO EQUIPMENT SECTION ELEVATION NOTES: 1, DO NOT INTERRUPT FOOTING WITH CONCRETE ENCASED CONDUITS (CEC). LOCA(E CEC ABOVE OR BELOW FOOTING. 2. IF "G" IS TOO SMALL TO ALLOW THE CEC TO CROSS OVER THE FOOTING, LOCATE THE CEC UNDER THE FOOTING. THE FOOTING MAY BE STEPPED DOWN PER TYPICAL DETAIL 85. 3. SEE ALSO TYPICAL DETAIL 808. __,.--1/2"0 ST STI... CA CONDUIT-----+-''--, ) .. • ~ _·.._ ) ' .. -4 -=---__, -' p NOTES: ELEVATION . 1. COAT ALUM SURFACES IN CONTACT WITH CONCRETE PER SPECIFICATIONS. 4. FOR ARRANGEMENT AND NUMBER OF CONDUITS IN THE CEC SEE ELECTRICAL PLANS AND OTHER CONTRACT DOCUMENTS 2. CONSTRUCT f-2" DIAMETER x 2'-6" DEEP FOUNDATION WHERE MOUNTING· • SURFACE IS NOT AVAILABLE. REINFORCE WITH 4-#4 VERTICAL BARS AND' • #3 SPIRALS WITH 6" PITCH. 3. USE ST STL WASHERS, NUTS, AND BOLTS FOR MOUNTING DEVICES. 809 CONCRETE ENCASED CONDUITS TYP CROSSING BUILDING FOOTING 818 PUSHBUTTON STATION TYP BROOKS PRODUCTS VALVE BOX; OR EQUAL • . , .... ' , . ' . :, ' \ • \ ,, 0 _,__ __ --½-» ('\ 0 ~I~\,,_ 'y~ ~/,:1/V// 18" ~--CAST IRON COVER MARKED "GROUND ROD". ~-FINISH GRADE .---EXOTHERMIC WELD CONNECTION lij:i--...,_H~;.~ _ _:.:_BACKFILL :I= GROUND CLAMP WIRE TO ROD @..~W~~,-(2 REQD) 2/0 BARE COPPER WIRE UNLESS OTHERWISE INDICA TEO ON THE ORA WINGS ( TYP) ---DRAIN ROCK « FOR DRAINAGE "0'Y))~ i-----GROUND ROD i-• SEE PLANS FOR REINFORCING .. 4 ' V -rn,<ffl--~ t CONDUIT NOTES: 3• CLR -+-~ MIN 1 1/2 X "i" (TYP) d 4 3 x OD MIN BUT NOT LESS THAN 6" . DOUBLE MAT REINFORCEMENT SEE PLANS FOR REINFORCING 3" CLR MIN. 1 1/2 X •r 3" MIN CLR 3 x OD IAIN BUT (TYP) NOT LESS THAN 6" SINGLE MAT REINFORCEMENT 1. OD = OUTSIDE DIAMETER OF CONDUIT 2. "S" = CLEAR SPACE BETWEEN REINFORCING 3. MAX OD= SMALLER OF "T"/4 OR "s"-1/2" 4. FOR OD GREATER THAN ·r /4 OR ·s· -1/2", PLACE CONDUIT UNDER SLAB. • 5, METAL CONDUITS SHALL BE ISOLATED WITH 3 WRAPS OF 10 MIL PVC TAPE AT THE POINT OF CONTACT WITH REINFORCING. • 843 GROUND ROD INSTALLATION 844 CONDUITS EMBEDDED IN CONCRETE TYP TYP SLAB ON GRADE JOHN CAROLLO ENGINEERS PHOENIX, A2 • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN BERNARDINO, CA • rucsoN, AZ SAN DIEGO, CA • BAl<ERSF'l[LO, C~ VISALIA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS ' • ·-~t•,~· APP'D • 3/4" r 4-5/8"x 8" STAINLESS STEEL CONCRETE ANCHORS ALUMINUM ANGLE ,qi,,,,_-ri-1" 2 x 2 x 1/4 (TYP) 9/16"0 (TYP)-----#-1~-.._, MITER CORNERS--~ ALUM PL 1/4"x 1" LENGTH VARIES W/ EQUIPMENT FURNISHED TYP ALL JOINTS >-~~~ NOTE: MAXIMUM LOAD -. 250 LBS. 839 ELECTRICAL EQUIPMENT MOUNTING TYP BRACKET .... ..,_: 5/16 ------ 1/2" PL ' • • • • • • • ' L 4x4x1/2x1 '-0" . w/ 2-3/4"0 CA w/ ff' EMBEDMENT WT -5x24.5 w/ 2-3/4"0 A325 BOLTS EA END • 0 • - 0 . - ' • 'I, ' ' •• ' • BRACE @ SEISMIC C-2961-8 APPROVED 16TH STREET PUMP STATION UTI I !RECTOR 38799 R.C.E. NO. TYPICAL DETAILS 1-t:;-,,; 'DATE DESIGNED DRAWN crrv· OF NEWPORT BEACH W-5231-S T-10 JCE JAP CHECKED DATE UTILITIES DEPARTMENT SHEET PS62 OF PS62 JCE 1 95 DWG LAST EDITED BY: JAP USER LOGIN TIME: JANUARY 2J, 1995 8:49 AM DWG LAST EDITED ON: 01/ZJ/95 14:4 f :40 DWG NAME: H:\NP _BEACH\3894A\STNPB01 O.DWG XREFS: SGNPBOO f.dwg I . • i ' ., 6" HIGH COLLAR TANK ROOF (})SECTION BOLT HOLES OUTSIDE LA YUP INSIDE LAYUP SEAL CUT EDGES W/ MAT & VEIL 1~-TANK ROOF r-+--SIZE FOR SCH ED 80 CPVC PIPE OF SIZE INDICATED ON DWGS j !'---ACCESS HOLES --1----BOLT HOLES CI) PLAN-NOZZLE 720. FIBERGLASS TANK TYP SHEET 1 OF 6 • 6" THICKNESS\ II AS REQD -----Ji I u o m 0 N ' "' ro ~ I '° N I N TANK WALL ,,,--INSIDE LAYUP OUTSIDE LAYUP ®SECTION 00 TANK WALL 1 /8" THICK x 24" ID x 2' -8" OD 40-60 DUROMETER GASKET MA TERI AL BETWEEN FLANGE AND COVER ·MATERIAL SHALL BE FIBERGLASS REINFORCED PLASTIC MANWAY 720. FIBERGLASS TANK TYP SHEET 4 OF 6 • TANK ROOF OUTSIDE---____.~tl LAYUP TANK WALL ®SECTION ~ ..J SEAL CUT EDGES W/ MAT & VEIL ,,---TANK WALL ,-+--DESIGN TO MATE. WI TH 2" FLANGED CPVC PIPE •~-ACCESS HOLES ~+--BOLT HOLES 0D ELEVATION-OVERFLOW 1 NOZZLE 720. FIBERGLASS TANK TY~ SHEET 2 OF 6 TANK WALL II p TIE DOWN LUG ®SECTION , GROUT BED AT ALL TIE DOWN LUGS AB TANK WALL CD ELEVATION-TIE DOWN LUG 720. FIBERGLASS TANK TYP SHEET 5 OF 6 w • 0.. N-O.. OUTSIDE LAYUP TANK WALL TANK- FLOOR @SECTION ~ ..J SEAL CUT EDGES W/ MAT & VEIL ,~-TANK WALL .,--,>---DESIGN TO MA TE WITH 2" FLANGED CPVC PIPE 1'-----ACCESS HOLES ----t---BOL T HOLES ELEVATION-PROCESS SIPHON NOZZLE 720. FIBERGLASS TANK TYP SHEET 3 OF 6 FRP GUSSET PLATE. 1-VERTICAL AND. 2-HORIZONTAL GUSSET PL REQD. LAMINA TE TO NOZZLE AND TANK WALL NOTES: w ' 0.. ,,., -a. -----fl-- ED SECTION-BOTTOM 1 DRAIN NOZZLE 1. LOCATION OF ALL NOZZLES, MANWAYS, AND OTHER APPURTENANCES ARE AS INDICATED ON THE DRAWINGS. INSIDE LAYUP ,,--SEAL CUT EDGES W/ MAT & VEIL TANK FLOOR 2. SET TANKS IN MIN 2" THICK FULL GROUT BED IF REQD BY TANK MANUFACTURER. 3. TANKS SHALL BE PLACED ON CONCRETE PADS AS INDICATED ON THE DRAWINGS. 4. EXTENT OF TANK MANUFACTURER'S CONTRACT IS TO NOZZLE FLANGES. PIPING SHOWN IN THIS IS TO DEPICT PIPING ARRANGEMENTS FOR OVERFLOW AND DRAIN. 5. ALL CHEMICAL TANKS SHALL BE VENTED THROUGH ROOF TO ATMOSPHERE. 720. FIBERGLASS TANK TYP SHEET 6 OF 6 JOHN CAROLLO ENGINEERS PHOC:NI)(. AZ • WALNUT CREEK. CA SANTA. ANA, CA SACRAM[N TO, CA SAN BrRNAROINO, CA • nic::;OH, A? <;AN l)IU,O, CA • H/\l<[R<;f II\ 0, CA Vl';AIJA, CA LOS ANG[I f S. CA J/96 LJE £ DISINFECTION eHANSE OKf)ER DATE BY DESCRIPTION APPROVED (ACTING) UTILITIES MANAGER R.C.E. NQ. __ _ DATE ______ _ C-2961-B 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER TYPICAL DETAILS ---·-·-l-===-~~=-~-+------------~---~---1 APP'D DESIG~~~ DRAWNLN CITY OF NEWPORT BEACH W-5231-S OT-1 CHECKfO DAit • DEC. 95 PUBLIC WORKS SHEET OF ,,we LA',1 l(}IIH) HY· JVL USU< LOGIN rn.ti::· MARCH 6. 19')6 11:24 AM DWG LK,f EDIT[{) ON· 0.3/06/96 1.3:19·52 DWG NAME: H:\NP _BEACH\J8948\SMNPB057.0WG XREfS: SGNPBOO 1.dwg I - ' r- • • • • r FOR SEALANT SEE NOTES 3/4" CHAMFER. I• . ' . • \ • 3/8" \,~-·, '. • • . - ~-COAT SURFACE WITH PRIMER .. BOTH SIDES OF GROOVE IF REQUIRED BY SEALANT .MANUFACTURER 3/ 4• (TYP)-t---+-~ (USE WITH JOINTS IN VERTICAL MEMBERS) FOR SEALANT SEE NOTES I • ' I 3/15' CHAMFER 1 /2" WIDE POLYETHYLENE BOND BREAKER TAPE ', ' • • • 1 /2" --4--1--- SEALANT COAT SURFACE WITH PRIMER BOTH SIDES OF GROOVE (USE WITH JOINTS IN HORIZONTAL MEMBERS) ABRASIVE BLAST AND PRIMER -+--+--1/2" BOTH SIDES OF GROOVE AS REQUIRED BY THE SEALANT FOR SEALANT SEE NOTES MANUFACTURER BOND BREAKER TAPE (POLYETHELENE STRIP) NOTES: . • ' I •. I •. j' /-- PREMOLDED EXPANSION JOINT MATERIAL 1, JOINTS THAT COULD BE EXPOSED TO CHEMICAL SPILLS. SPLASH ZONES OR IN CONTAINMENT AREAS. SILICONE SEALANTS SHALL BE APPLIED a) CHEMREX {.REXNARD) _ SILICONE ADHESIVE SEALANT b) DEVRON SILITE SILICONE SEALANT c) DOW CORNING #999 SILICONE SEALANT 2. SURFACE PREPARATION, ONLY SURFACES THAT WILL RECEIVE SEALANT SHALL BE LIGHTLY BRUSH BLASTED TO ROUGHEN SURFACE. ADJACENT SURFACES SHALL BE PROTECTED FROM BLAST MEDIA. WITH CLEAN AIR OR VACUUM, CLEAN AREA TO RECEIVE SEALANT, BEFORE APPLYING PRIMER, 3. BACKER ROD SHALL BE INSTALLED IN EXPANSION JOINTS AS A FILLER AND BOND BREAKER WHEN THE DEPTH OF THE SEALANT MEASURED FROM ITS EXPOSED SURFACE. WOULD EXCEED 1/2 INCH. AND WHEN APPROVED BY THE ENGINEER. 4. BOND BREAKER SHALL NOT BE USED IN A JOINT WHERE BACKER ROD WILL BE INSTALLED, 5, PRIMER SHALL BE AS RECOMMENDED BY THE SEALANT 1,;!ANUFACTURER. 6, IF REQUIRED BY SEALANT MANUFACTURER PRIMER SHALL BE APPLIED TO BOTH SIDES OF GROOVE THAT WILL COME IN CONTACT WITH SEALANT. ® JOINT DETAIL • 2. -Ill ~1 ,::, ,, ' • ' . ' . 4 • ' p ' p ' , • • • , ' . • 4 • • ' • • ' p 4 NOTE- • 11" MIN TREAD SPACING. p SEE DRAWINGS FOR TREAD SPACING. 1/2" RADIUS • • • • ' ' • • • ' 4 p , 4 p ' p 4 ' • • ' • ' . • • ' • • p • • • ' ' • ' . _, • ' • • • ' • • ' ' • , • ' • 1 1/2" ABRASIVE EMBEDDED STAIR NOSING. 4" W1DE MINIMUM . 0 a:: z Oz /14 (TYP) ::, "--0 V,V> a:: '-' z w zw V) --QC ;i:;~ <(0 X a:: a:: <( Ow :::; w'l! wa:: ,-.. V) • • • ' , • p p ' , .. ' 4 1. ANY FASTENERS IN THE STAIR NOSING SHALL BE TYPE 304 OR 316 ST STL. @ CONCRETE STEP 5TATIC MltE.R. 'PER ~Pee~, 10 OUTLET CONNECTION TYP. NTS ' . JOHN CAROLLO ENGINEERS GA: 18 MIN S= _349 IN3/FT MIN I= ,338-IN 4/FT MIN S= . 731 IN 3/FT MIN I= 1.223 IN '1/FT DECK TYPE 1 DECK TYPE 2 END WELD-- EDGE WELD INTERMEDIATE WELD W-BEAM W/ BENT PL (W/ OPEN WEB JOISTS) OR W-BEAM OR LEDGER ANGLE SUPPORT PERPENDICULAR PECK TO DEC~AN TYPE END INTERMEDIATE WELD WELD 3-1/2" EFFECTIVE 3-1 /2" EFFECTIVE SEAM WELD LEDGER ANGLE CMU OR CONC WALL OPEN WEB JOIST OR W-BEAM SUPPORT PARALLEL TO DECK SPAN EDGE SEAM WELD WELD 1 /2" EFFECTIVE 1 1/2'" LONG 1 DIA PUDDLE WELDS DIA PUDDLE WELDS DIA PUDDLE FILLET WELDS PER 24" UNIT PER 24" UNIT WELDS @ 24"0C @ 24"0C 4-1 /2" EFFECTIVE 4-1 /2" EFFECTIVE 1 /2" EFFECTIVE 1 1/2" LONG 2 DIA PUDDLE WELDS DIA PUDDLE WELDS DIA PUDDLE FILLET WELDS PER .30" UNIT PER .30" UNIT WELDS O 12·oc @ 12·oc 99. METAL DECK DETAIL TYP REMARKS C-2961-B APPROVED 16TH STREET PUMP STATION DISINFECTION CHANGE ORDER ---------------------1-~ -UT-:L-IT-IE-S--D-IH-EG-, f-0-R --~ t--------------------1 --+---t----c--------------4---~. -R,C.E, NO,_______ MISCELLANEOUS J/9i, LJ£ H\DI.J/NF£CTIDIJ CHANG£ 0~1)£1? DATE----------TYPICAL DETAILS D.O.TF. HY DESCRIPTION APP'D DFS!GNED REVISIONS CHt.CKED DRAWN DATE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-l!231-S SHEET OF C:\PROJECTS\N03\I03\SHEETM6.DWG 1/23/95 PLOT AT 1:1 0~349 ( ,, .'" ,, ~ ' •• I ' , ; ', -: ·\ t'-· --~--< / ./• • • • • i I ' I I ' ' I Ii I' ' '( i I ! ., ; ['i • ' I 1' I· I I • 1· >.-,,:. i / I A I ; j I I I I. -~ -' ~ ~l I\ I ., • J \ • ' i f J ANODE PLACEMENT NOTES: ( 1) PLACE ANODE IN 1 FT DEEP EXCAVATION IN EXISTING , • GRADE. • COVER WITH MINIMUM 2 FT , NATIVE SOIL, FREE . OF ROCKS, VEGETATION, AND DEBRIS· OF ANY lYPL , • ROUTE ANODE LEAD WIRE TO ANODE JUNCTION BOX•,· (2) AT RECTIFIER. . . -' . OPTIONAL PLACEMENT: ANODES MAY BE SET VERTICALLY, CENTERED IN MINIMUM 16" DIAMETER DRILLED. HOLES AND BACKFILLED WITH CLEAN NATIVE MATERIAL. • • (3) CENTER OF ANODE SHALL BE AT ELEVATlbN ·s 1 FEET. I • 9 30'' WATER LINE / BY OTHERS -- EXISTING 36" STORM DRAIN I I I \ PUMP STATION SLAB= 105.5 TOC PUMP CAN _ _,, .,.. 20'-0'' • ..... --,------ T ' I I --+-+-STRUCTURE (PUMP CAN} TEST LEADS --++-STRUCTURE (PUMP CAN) LEAD CABLES ELEV,~ 105 00 U)')QQO r--PACKAGED ZINC REFERENCE • ELECTRODE· (TYP AT EACH PUMP CAN) SET AT ELEVATION 81 FEET. ROUTE LEAD WIRE TO JUNCTION BOX ,----COVER REFERENCE _ELECTRODE / WITH 2 FT· (MIN) NATIVE SOIL FREE OF ROCKS, VEGETATION AND DEBRIS. a ________ __:, __________ ~LEV.=7500± ______ _ RESERVOIR ! I I ; ' ' i ANODE'. JUNCTION B_OX -. --~ 3 / 4" CONDUIT • STUB. WITH CAP • FROM 120V, 1 PH POWER SOURCE--, . . IN CONDUIT THROUGH' FLOOR TO JUNCTION BOX--~ r. RECTIFIER (FUTURE) I I ' · r-----l , • , lJ n I • I . I ,~ I f--:---J...i.-' I I --c / I I 1 . I I I . I I -I >----!-{-\ I . I _/ I I I · \_ STRUCTU~E'---_ __:, -J JUNCTION BOX -IN CONDUIT THROUGH FLOOR TO JUNCTION BOX REFERENCE ELECTRODE --. . \ - q-1--1--U.P---#8 AWG/HMWPE STRUCTURE (PUMP CAN) LEAD CABLES IN CONDUIT THROUGH' FLOOR (TYP FOR 5)--:---, . REFERENCE ELECTRODE JUNCTION. BOX----' l ·c . . .. ., r-'--''-'-''-".'--, , -·. i_.;v-'-t-f"".,. l--'---+---..,..r--__ _,..,,--- IN CONDUIT THROUGH, FLOOR TO JUNCTION BOX #10 AWG/. XHHW REF . ELECTRODE TEST WIRES--=1--4+1'-· p, ) ·,. '4-f+++'-,...._-#10 AWG/XHHW STRUCTURE (PUMP CAN} TEST WIRES :. t---PUMP CANS ' i \ / I J -+t...+---1--12" MAX -36" OUTLET LINE / IN CONDUIT THROUGH .FLOOR .i \ \ \ \ ' \ I \ \ \ \ . ANODE, DURICHLOR 51, TYPE TA-2, PACKAGED IN 1 o• x96" LONG STEEL CANISTER WITH CALCINIZED PETROLEUM COKE BREEZE BACKFILL WITH #8 AWG/HMWPE LEAD • WIRE (TYP FOR EACH PUMP CAN} -------~ J806HPL {8"x6"x4") ROBROY JUNCTION BOX W/HINGED COVER, FIBERGLASS MODEL W/2 TERMINAL BLOCKS SUITABLE FOR TERMINATING #10 AWG REFERENCE ELECTRODE AND STRUCTURE TEST LEAD1'<----, ' . \N~T~ .-,,-, LL TEST LEADS SHALL BE ROf'ERLY TAGGED AND IDENTIFIELD "' A ANODE SYSTEM , .. = 10" 1---2" DIAMETER PVC COATED RIGID STEEL CONDUIT TO ACCOMMODATE REFERENCE ELECTRODE AND STRUCTURE TEST LEADS. D· REFERENCE ELECTRODE JUNCTION BOX \ \ \ '· N.T.S. • ,;,-. \. ' ' --' ___ ---• __ ::':--.l. --- ANODE HEADER CABLE 1 -No. 4 AWG STRO COPPER WIRE W/HMWPE INSUL. 12 FT LONG - COIL IN BOX.--------;~ 7 I 0 0 ~--MICARTA OR PHENOLIC INSULATING PANEL ,----10"x8"x6" NEMA 4X ENCLOSURE W/HINGED RAIN TIGHT 'COVER • LOCKABLE ~---i-t-----0.001 OHM SHUNT (TYP OF 5) (2][:l:~LE~*++----TERMINAL CONNECTOR (lYP} 1" x 1 /8" COPPER BUS BAR----wwb~Jto~o>L...J1~0....cl•I ,,,.---IDENTIFICATION TAG-BRASS F 1· GALV STEEL WITH CAP (TYPICAL FOR ALL LEADS) 1------2" PVC COATED RIGID STEEL CONDUIT C\+\r\m>------ANODE LEADS 5-No 8 AWG STRD COPPER W/HMWPE INSULATION ANODE JUNCTION BOX DETAIL N.T.S. (STRUCTURE JUNCTION BOX SIMILAR) c...;-1-+-::>--#8 AWG/ HMWPE ANODE CABLES ' . ' i ' l / I 1~-----------------------------------~ B CATHODIC PROTECTION SYSTEM SCHEMATIC N.T.S. GENERAL NOTE: . SEE DWG: , E-3 FOR LOCATIONS OF JUNCTION BOXES WITHIN. PUMP ROOM, . . APPROVED (lYP FOR 5) ,, ·' ·, -,_ C-296 fi--B 16TH STREET PUMP STATION 1 I l ' '7 ) ·JOHN CAROLLO ENGINEERS 1-----+---+-------'---------+---l ~-~----=--f--,-------------'---....:...--+--iil/-(ACTING) UTILITIES DIRECTOR A {)/~IN FEC/7DN O!//N(;f" (1/:LJEK R:C.E NQ. __ _ CATHODIC PROTECTION - • . ..... lt. . PHOENIX, Al ~L.NIH CREEIC, CA 'SANTA ANA, CA. ~(RAME!HQ, CA SAN B[RNARDINO CA TUCSON, AZ SAN DIEGO, C~ BAkERSFt~O, CA \1SAUA. CA LO'S ANGELES. CA " ....... -- '· :,,._ •• ..J -\ ·-~----·--~-~--'\ _t_· ---J :_ ··-'-'---~-l. LJE DATE _______ _ DATE BY DESCRIPTION DESIGNED APP'D. HG DRAWN • JLN CITY OF NEWPORT BEACH w-5231:...s • REVISIONS CHECKED . LJE UTILITIES DEPARTMENT DATE DEC. 95 OWG LAST EDITED BY: en USER LOGIN TIME' JANUARY 23. 1916 8:05 AM OWG LAST EDITED ON· 01/2.3/96 11:52:15 DWG flAME· H\NP ... BEACH\3894A\CP-1 XREFS: SCNPBZOS I SGNPBOA 1 I. ) / I • • ' \ . ' • r ' / FINISH GRADE -~ BOX TO SET-~ IN 6" MINIMUM PEA GRAVEL 2-#10 AWG COPPER---~ CABLES WITH BLACK XHHW INSULATION FROM PIPELINE ZINC REFERENCE ELECTRODE. LOCATE 12" MAX FROM OUTSIDE· EDGE OF PIPELINE. PROVIDE 1 '-0" MIMINUM SLACK LOOPS IN CABLES NOTE: 1. IF ABOVE-GROUND POST MOUNTED TEST STATION IS REQUIRED, SEE TYPICAL DETAIL 956. --TOP OF COVER TO BE IMPRINTED WITH LOGO "CORROSION TEST STATION" 2" DIA x 3'-0" LONG SCH 40 PVC TUBING ~--PROVIDE 1'-0" MIMINUM SLACK LOOPS IN CABLES ~-2-#10 AWG COPPER CABLES WITH WHITE XHHW INSULATION FROM PIPELINE ---1-#10 AWG COPPER CABLE WITH YELLOW XHHW INSULATION FROM REFERENCE ELECTRODE PROVIDE 1'-0" MIMINUM SLACK LOOPS IN CABLES INSULATED FLANGE PIPELINE CONNECT CABLES TO PIPELINE IN ACCORDANCE WITH DETAIL ~ ~- FOR PIPE MATERIAL 952. CORROSION MONITORING TYP TEST STATION TYPE I • ) • FULL FLANGE NEOPRENE-- FACED PHENOLIC TYPE "E" FLANGE GASKET PIPE FLANGE ----- 2-INSULATING MYLAR ~ WASHERS PER BOLT \ STEEL BOLT. USE STAINLESS STEEL IF BURIED. NOTE: 1. COAT ENTIRE ASSEMBLY WITH ---2-STEEL WASHERS AND NUTS PER BOLT. USE STAINLESS STEEL IF BURIED. ~-1-INSULATING MYLAR SLEEVE PER BOLT PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. 961. PIPE FLANGE INSULATION TYP ., ' ) 1 ) \ r .. ' -, ' l i ,------' ' C-296I-B ,---------r--------,--------------,--...... -...-----------.....--T"""-------"T"'""-----------L------· 16 TH STREET PUMP ST A TION DISINFECTION CHANGE ORDER AP'7'ROVED JOHN CAROLLO ENGINEERS 1---+---+---------------+~--1 ~u,~,L~,r=,E=s~o=,R=E=cr=o=R----1---------------------) R.C.E. 1'0. ---CATHODIC PROTECTION J /SM, LJE '4 DI.SIN FEt'.Tl=OAl.,.._.C:--'ll..._'ll'."M.::G=E....:a=R..::'DE.='R'--\---1--o~_' r_e _._-----.-----~-------·-D_E_T_A_I_L_S_--r----.---l W-523I-S I CP-' DATE BY •D!;S~RIPTION APP'D REVISIONS DESIGNED DRAWN CHECr<;EO DATE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT SHEET OF • • ONE-LINE AND/OR SCHEMA TIC DIAGRAM SYMBOLS 1500KVA 4. 16KV-480/277V ~. 60HZ, Z=5.75% 4160-120V +-<~~>- 100/5 A9(3) + -ll:J)-- ~ _j_ 3~\400AF 0 }350AT TRANSFORMER WITH PRIMARY AND . SECONDARY VOLTAGE, KVA RATING AND IMPEDANCE AS NOTED POTENTIAL TRANSFORMER W/FUSE PROTECTION RATING AS SHOWN (2) INDICATES QUANTITY CURRENT TRANSFORMER (3) INDICATES QUANTITY WIRE CONNECTION POINT FUSE SHUNT TRIP GROUND COMBINATION MAGNETIC MOTOR STARTER (SIZE AS SHOWN) WITH MOTOR CIRCUIT PROTECTOR-NUMBER INDICATES CONTINUOUS CURRENT RATING CIRCUIT BREAKER WITH FRAME AND TRIP CURRENT AND No. OF POLES INDICATING LIGHT-LETTER DENOTES COLOR A= AMBER B = BLUE G = GREEN R = RED W = WHITE Y = YELLOW START [QI OR o½ START PUSH BUTTON Ill OR ~ STOP PUSH BUTTON 1A1 STOP l!!!"I OR o....t.o STOP LOCKOUT PUSH BUTTON ~ OR ~-SELECTOR SWITCH h _;r___ 0 0 MUSHROOM HEAD PUSH BUTTON [}.I OR -~ DISCONNECT SWITCH OL ofXJ-0 THERMAL OVERLOAD 0 OR 0 MOTOR -NUMBER INDICATES 1-i.P. 0 GENERATOR AMMETER VOLTMETER AMMETER SWITCH VOLTMETER SWITCH RUNNING TIME METER SOLENOID VALVE • PLC OUTPUT CONTACT FUSED SAFETY SWITCH . . . .. ' -·--·~. -" ... SWITCH & OUTLET SYMBOLS rn OR $ SINGLE POLE SWITCH ~ OR $3 THREE-WAY SWITCH @M OR $m MANUAL STARTER W/LOCKOUT AND PILOT LIGHT ANO OVERLOAD PROTECTION DUPLEX RECEPTACLE 120V, 20A. SURFACE MOUNTED. CONDUIT & WIRING SYMBOLS - - - - - - - - - - -CONDUIT EXPOSED CONDUIT CONCEALED IN DUCTBANK OR SLAB CONDUIT TURNING UP, ----T---- CONDUIT TURNING DOWN CONDUIT CAPPED TELEPHONE CONDUIT 3/4" UNLESS OTIHERWISE NOTED GROUND CONDUCTOR A401 . __-P HOME RUN-NUMBER DENOTES CIRCUIT MISCELLANEOUS SYMBOLS 0 OR ITl 0 OR QJ ~ Do I 0 ·9 .. (/) 1-4 IPBSI 14~40 I @El --~- .. •. 1-{B) THERMOSTAT JUNCTION BOX EMERGENCY BATTERY PACK LIGHTING FIXTURE .CEILING OR PENDENT MOUNTED LIGHTING FIXTURE. (LOWER • CASE LETTER REPRESENTS CONTROLLING SWITCH) CEILING OR PENDENT MOUNTED FLUORESCENT FIXTURE. (LOWER· CASE LETTER REPRESENTS CONTROLLING SWITCH) • WALL MOUNT FIXTURE PHASE . ·• •. • TELEPHONE OUTLET BOX PUSHBUTTON STATION. WALL MOUNTED, UNLESS OTHERWISE INDICATED. LIGHTING FIXTURE REFERENCE. UPPER AREA INDICATES LIGHTING FIXTURE DESIGNATION. LOWER AREA INDICATES. LAMP QUANTITY AND WATTAGE. REFER TO LIGHTING FIXTURE SCHEDULE FOR DETAILED DESCRIPTION . . CONDUIT ANO WIRE DESIGNATION. REFER TO APPENDIX A, . • ' DIVISION 16 OF THE SPECIFICATIONS. COMBUSTIBLE GAS SENSOR FIRE ALARM, MANUAL PULL STATION, WALL MOUNTED • FIRE ALARM, MANUAL PULL STATION, WALL MOUNTED, WEATHERPROOF SPRINKLER RISER PIPE FLOW SWITCH EMERGENCY ALARM, MANUAL PUSH BUTTON STATION, WALL MOUNTED r@ ~ r@ -0 ~ I-§] ~ ~ ~ ~ EMERGENCY ALARM HORN, WALL MOUNTED EMERGENCY ALARM HORN, EXPLOSION PROOF, WALL MOUNTED EMERGENCY ALARM HORN, WALL MOUNTED, WEATHERPROOF EMERGENCY ALARM BEACON (BLUE COLOR), WALL MOUNTED EMERGENCY ALARM BEACON (BLUE COLOR), EXPLOSION PROOF, WALL MOUNTED CHLORINE GAS SENSOR, WALL MOUNTED 1 '-0" ABOVE FLOOR. AMMONIA GAS SENSOR, WALL MOUNTED 10'-0" ABOVE FLOOR. CHLORINE/AMMONIA BEACON (YELLOW), WALL MOUNTED CHLORINE/AMMONIA BEACON (YELLOW), WALL MOUNTED, WEATHER PROOF END OF LINE RESISTOR EQUIPMENT LOCATION SYMBOLS A FIELD (AT OR NEAR LOAD) * MOTOR CONTROL CENTER (MCC) ABBREVIATIONS & ACRONYMS ACB AIR CIRCUIT BREAKER AF AMPERE FRAME AP AMPERE SENSOR PLUG AT AMPERE TRIP C CONDUIT CR CONTROL RELAY CP CONTROL PANEL EP EXPLOSION PROOF FVNR FULL VOLTAGE, NON-REVERSE IGFP INTEGRAL GROUND FAULT PROTECTION GND GROUND ISU INTEGRATED SERVICE UNIT LTG LIGHTING MCC MOTOR CONTROL CENTER N NEUTRAL PC PLC PR RCPT RTM SPC TTB UPS WP WT PERSONAL COMPUTER PROGRAMMABLE LOGIC CONTROLLER INSTRUMENTATION CABLE PAIR RECEPTACLE RUNNING TIME METER SPARE CONDUIT TELEPHONE TERMINAL BOARD UNINTERRUPTIBLE POWER SUPPLY WEATHERPROOF WALK-THRU (UNSWITCHED LIGHTING) XFMR TRANSFORMER AGDP AMMONIA GAS DETECTION. PANEL CGDP CHLORINE GAS DETECTION PANEL CP-"EG" EMERGENCY GENERATOR CONTROL PANEL CP-"PS" PUMP STATION CONTROL PANEL SSCS SOLID-STATE CONSTANT SPEED CONTROLLER TTB" A' TELEPHONE TERMINAL BOARD "A" TTB'' El" TELEPHONE TERMINAL BOARD • B" 1-fi] iv] -~ 'r§ EMERGENCY ALARM, MANUAL PUSH BUTTON STATION, WALL MOUNTED, ,WEATHERPROOF >f{i) -~ f-Ul .• ~ --~ rO FIRE ALARM BELL, • WALL MOUNTED FIRE ALARM BELL, EXPLOSION PROOF, WALL MOUNTED . .. FIRE ALARM BELL, WEATHERPROOF, WALL MOUNTED FIRE ALARM STROBE, WALL MOUNTED FIRE ALARM BEACON (RED COLOR). WALL MOUNTED FIRE ALARM BEACON (RED COLOR}, ~XPLODION PROOF, WALL MOUNTED • '.>-' JOHN CAROLLO ENGINEERS- PHOENIX, AZ • WALNUT CREEK, CA SANTA AN,t.. CA • SACRAMENTO, CA SAN BERNARDNO, CA • rucsoN, AZ SAN DIEGO. CA • 8AKERsnELD, CA VISALIA, CA • LOS ANGELES, CA DATE • BY DESCRIPTION ' ' REVISIONS: GENERAL NOTES: G1, TYPICAL DETAILS INDICATED ON THE PLANS SHALL BE FOLLOWED AS APPLICABLE. NOT ALL REFERENCES TO APPROPRIATE DETAILS ARE INDICATED ON PLANS. G2. CONTRACTOR SHALL REFERENCE AND COMPLY WITH DIVISION 16, 17 AND 18 OF THE SPECIFICATIONS. CONTRACTOR SHALL ALSO REFERENCE APPLICABLE SECTIONS OF DIVISIONS 10 THROUGH 15 FOR INFORMATION AND RESPONSIBLITIES REGARDING EQUIPMENT REQUIRING ELECTRICAL WORK. CONTRACTOR SHALL PROVIDE ALL CONTROLS AND WIRING DIAGRAMS FOR ALL ELECTRICAL EQUIPMENT SPECIFIED HEREIN. G3. REFER TO GENERAL, YARD, ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT OR DEVICES REQUIRING ELECTRICAL POWER OR CONNECTION. G4. G5. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL UNDERGROUND CONCRETE ENCASED ELECTRICAL CONDUITS SHALL BE PER@OO T-10 THE INSTALLATION OF ALL CONCRETE ENCASED ELECTRICAL CONDUITS SHALL COMPLY WITH ACI 318, SECTION 6.3. CONTRACTOR SHALL SUPPLY EXPANSION JOINT FITTINGS AS REQUIRED TO ACCOUNT FOR THERMAL EXPANSION AND DEFLECTION, G6. UNLESS OTHERWISE SPECIFIED OR NOTED, ALL WALL MOUNTED ELECTRICAL PANELS, ENCLOSURES, ETC., SHALL BE MOUNTED 6'-6" (MAX) FROM TOP OF PANEL TO FINISHED FLOOR OR GRADE. G7. UNLESS OTHERWISE SPECIFIED OR NOTED, ALL LIGHTING SWITCHES, CONTROL SWITCHES, MANUAL MOTOR STARTERS, RECEPTACLES, THERMOSTATS, ETC., SHALL BE MOUNTED WITH THEIR CENTERLINE APPROXIMATELY 4'-0" ABOVE FINISHED FLOOR, SLAB OR GRADE. G8. A SEPARATE GROUNDING CONDUCTOR SHALL BE INSTALLED FOR EACH CIRCUIT (SEPARATE CONDUCTOR IN EACH CONDUIT}. THE CONDUCTOR SHALL BE TERMINATED AT THE PROPER DEVICE, TERMINAL OR LUG ANO AT THE POWER SOURCE (MCC GROUND BUS, PANELBOARD GROUND B_US, ETC.) G9. ALL STUB-UPS FROM CONCRETE ENCASED CONDUITS SHALL BE PVC COATED RIGID STEEL CONDUIT. • G 10. HOME RUN CIRCUIT NUMBER AT DEVICE/EQUIPMENT JUST. DENOTES THE CIRCUIT ON THE SINGLE LINE DIAGRAM OR PANELBOARD SCHEDULE WHERE THE DEVICE AND/OR THE HOME RUN DESIGNATION CAN BE FOUND. AN ELECTRICAL CONDUIT ROUTING PLAN SHALL BE SUBMITTED BY CONTRACTOR AND APPROVED BY THE CITY PRIOR TO ANY INSTALLATION OF ELECTRICAL _CONDUITS. G11. UNLESS OTHERWISE SPECIFIED OR NOTED. EMERGENCY BATTERY UNITS AND FIXTURES SHALL BE MOUNTED 7'-Cf' ABOVE FLOOR, •• • SLAB OR GRADE. G12. ALL EQUIPMENT IS TO BE LISTED AND LABELLED BY APPROVED TESTING AGENCY (UL OR EQUIVALENT). ·APPROVED RECTOR 38799 • R.C.E. NO.~'--""- . ~;:,,, DATE _ __,l.::_•7.-"'l<::"-"'5,__ __ _ APP'D DESIGNED · JGB CHECKED HWP DRAWN HFC DATE JAN. 1995 G-2961-B 16TH STREET PUMP STATION '-~· .> - LEGEND & GENERAL NOTES CITY OF'.NEWPORT BEACH . W-5231-S E-1 • UTIUllES DEPARTMENT SHEET PS40 OF PS62 -. ' ' DWG LAST EDITED BY: HFC • , USER LOGIN TIME: JA_NUARY 24. 1995 B:05 AM DWG LAST .EDITED ON: 01/24/95 14:43:22 OWG NAME: Y:\3B94A\SENPB006.DWG XREFS: SGNPBOO l.dwg I i • N - - . t ;: ' = : ! '.; '. ' ~ l 1 C') :.......... ·rt+· .... -.... ·· ...... .......... .......... ···--------------~-____ ,____ .. : ____ _ --..,.. __ _ SCE UTILITY ----.-1=:::i--j I I TRANSFORMER • PAD RESERVOIR BYPASS VALVE VAULT '. . • 1 • i \ .• --r ' ·_\ . -! • ' • I FOR ELECTRICAL ~ . PLAN SEE~·r ··vL·. NOTE __ ,, __ LIGHTING PANELBOARD "LAA" • L .. °r r~cc ·c: • ·\_I.ICC "El" SWITCHBOARD "A" SWITCHBOARD "M" . 0....--CONTROL PANEL CP-"PS" B403, B404, LA15-2"C, 2#12. 1#12GND -_=-ht-- ---:-- - - / l . • ./' ""'-AA406, AA407, AA408, AA409, ;/ l ~ 2-t· SPC & 2-4" SPC I 1 :20 LsTus AND CAP CONDUITS BELOW GRADE, 10 FEET SOUTH OF PIPE HEADER. A SITE PLAN SCALE: . 1"=20' 0 10 ·.20. 40 SCALE • 1N FEET · 1 6TH STREET WATER PUMP STATION FOR POWER PLAN SEE Gf0 • FOR LIGHTING PLAN SEE.Ci:"1 ~ • . ·.,_- j N I ' _,,c:;:; . FOR CONTINUATION. - T"h ,-----SAMPLE PUMP ' • •.. REFER TO ~.. · .. : NO.I·.· .' ~· .. . ~~-SAMPLE PUMP N0.2 • ~ . ·········· ····-•····· -·-1·2"· W ......• ·········· .: .......... • ..... • • .... • ................... • .. •.... ----;i -····· • .......... """'"' , ..... ,§1• ,1;p.; __ ==t====t==-········-············· ... ·t ···············•:: II II II II II -_··:: -:::.:~-~:..:: :::-:::-:::·:::=-:::-::=-:=-:::·:::--::•:::-:::·::~ ::'~:=-::· ·::-::~::=-:::• .::-:::-::: .. :-: ::=-:: ·;;: ;::::ii~ii/~.":E·:~;~\_.::,-.. __ ' l! . : -.. I H ' ' --. I ' .. : . 2-2 SPC ; FOR POWER & LIGHTING t i • PLAN SEE@-.;···--····:••l-••:···--····--····..! I I I I I I I I I I I I I I I I I I I . I I I I I . E 5 , , .. I l I I . . ' \ \ I i i • ' ' ' , ';' 'I I ' i , .. • ' ' I I • j I I i ,,. . ' ' \_ • _ _,., ' STUB AND CAP CONDUtrs· BELOW GRADE; 10 FEET FROM BUILDING ..-EXTERIOR WALL , FOR FUTURE 1V AND BUILDING 7 • • • MISCELLANEOUS • SIGNALS. NOTES: '. e :: ' lil!cS ; :· ; ; r·-r-~·-;; ····; • -; l : • ! \ ! l.i IJ l i !l;FT . . :e::r: II : . :: ; ' ; ; ~ t -: : :: <D\: H r··~--~--==----=-· : : . : : : : : : ' : ; ,: . . . .. i ! ! ~~ i rn•r .. ·rt1~-:"l' r . . . . .. ' = ; I I I I I I I I I I I I I I I I I I I I I 0 I I I 0 I I I I I I I .,1 I I I I I I I I I I I I I 0 • I I I· I I I I I I I I I I I I I I I I I I I I I I I ½r-1-. 1. UNLESS OTHERWISE INDICATED, ALL CONDUITS SHALL BE EXPOSED MOUNTED. EMBEDDED CONDUIT SHALL BE 1• MINIMUM. 2. UNLESS OTHERWISE INDICATED ON THE PLANS OR IN SINGLE LINE DIAGRAMS, • ALL POWER CIRCUITS SHALL BE 3/ 4" C, 2# 12, 1#12 GND. 3. REFER.TO RESERVOIR PROJECT PLANS. DRAWING E-1, FOR CONTINUATION .OF ELECTRICAL CIRCUITS . . 4, EXISTING UTILITY POLE GUY WIRE TO BE MAINTAINED DURING CONSTRUCTION .• ' ' 1-s:::::: II I •. , JI I I 1 I .I ' ,. --H ·llr-11 II H7 1 I I - TO MANUAL LAIS MOTOR STARTER / VIA PULLBOX "A" ( '{ I I cf, II 11 11 I U --u 11-- 11 II 11 JI EXI !AUST f~N EF-11 . I I I i~ .11 1 n _J 1 1 11 11 ! 11 ,-' . _, .. ----.-y--Ll -r~~--+--~-LL--'-----~~f-,'------' I I B '--' :' • r .. I .,--~·.'~- -... _____ .,,. • . . .. ' I· I' J • I I f---1 I . APR 1 1 1995 CALIFORNIA COASTAL COMMISSIOI\ 'OUTH COAST DISTRIC PLAN-RESERVOIR BYPASS VALVE VAULT · . ·.• • , ot!l~ •.• t'l' coe.11t 1'111~~~ ;1:}~ ·• sou-~ L • •. :, • • ' • • • f.!!~()~0• ,' •·. · . 5. UTILITY SERVICE CONDUIT.. INSTALL-MINIMUM .30' BELOW GRADE. ROUTE . ~ FROM SCE UTILITY PMH EQUIPMENT PAD TO EXISTING UTILITY POLE. DY' }l. . , 6. INSTAU: CONDUIT STUB AT UTILITY. POLE PER APPENDIX 16B, FIGURE. 168-1 •.. c:f~<\':'°t··."'¾.,..!fJ.t ...... ~ . : . OF THE SPECI.FICATIONS. D"-:ce: --:-• . .. C-2961-B APPROVED 16TH STREET PUMP. STATION JOHN CAROLLO ENGINEERS • 1------1----1--------'-'-__;'-·.:..· .,-'-.. -' .. -, -. _;_....__:.....;__--1----'-'1 ~T~Q)RE~ • • ;~g 1-----l----l--'-----'--'-'-'-'-'-'---'--'-..:....;-l-_;'--.I • , . R.C.E. NO. ___ _ . SITE PLAN AND MISCELLANEOUS PLANS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRol.MENTO, CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD. CA v1SAUA, CA LOS ANGELES, CA DATE BY DESCRIPTION REVISIONS DESIGNED APP'.D JGB CHECKED HWP DRAWN HFC DATE· JAN.· 1995 CITY OF NEWPORT BEACH W-5231-S E-2 . UTILITIES· DEPARTMENT SHEET PS41 OF PS62 DWG lAST EDITED BY,. HFC, USER LOGIN TIME: J,!.NUARY 24, 1995 8,05 AM DWG LAST EDITED ON: 01/24/95 14:51:18 DWG NAME: Y:\3894A\SENPB009.DWG • • • , • XREf'S: SGNPBOOt.dwg I SENPB103.dwg I SENPB104.dwg I SCNPB102 I SCNPB202 I SMNPBfQ2.dwg I SSNPB203 I CABLE TRENCH.-- SEE NOTE 12. (CONDUCTORS BY UTILITY) EXHAUST FAN EF-10 . . .• '/ / / / ,' •• / / T - I I I I FOR CONTINUATION REFER T r---------------------------, I \CE UTILITY TRANSFORMER T I PAD. SEE NOTE 11. I 4''C (CONDUCTORS-..b \SCE UTllu : . BY UTILITY) J \ PAD. r 1_E I / 9' (MINIMUM) 2•---~-/ / "PMH" EQUIPMENT NOTE 10. /~ I t: o" I IN. I L -...,...--- P.B. 2 . ,, '---1"C. 2-PR . UMP ~00~___:_- IDGe-eRANE (ANALOG RESERVO TELEMETRY ROOM, • · .. ~g~[ut0o0o"6R N0.~:-7--.(r : . ·, -L' l"C,3#10, 1#1DGNO.(LA14/16) • • 8403, 8404,~-' ___ , . . 1•c. 10#12.(DISCRETE RESERVOIR SIGNALS) •• LA15-2''C.-,·- 2/11 ~• _ 1 # 12GND. • •1 1' AA406, AA407, . - ' • • ... ,,- • -• • · AA408, AA409, .· -. . . ' ' ,1 •-., ,, . -' ' ,, . ,_ . ,( - .-'-:'."~::,'""'_ ·: • . ,,,_ FOR CONTINUATION, REFER_. -To@A • - -•. • E-2 . . . ., ~-' • i- 2-t' &: 2-4" SPC . - - --.-- ----- !>UMP-lffiOO-- -'--_ - -,-' - ROLLUP DOOR .' - N0.2 • 15 '• A . - -PLAN -POWER 3/16"_-1 '-rf ,3/16' = 0 MONORAIL DOOR N0.1 4 8 16 , LB7__...- EXHAUST FAN EF-7 EXHAUST FAN EF-8 AUTOMATIC WATER FILTRATION CONTROL PANEL SOFTENING SYSTEM CONTROL PANEL (_) .......___ EXHAUST FAN EF-9 ,- l I I I I h j I ~,=-.,,"-,!-INJECTOR ~ATER BOOSTER fUMP N0.2 • I I -~"""""-f".MMONIATOR, I I 1TYPI°":; OF 4. I I I I I ., I .. I I •• ' .• •• •• : ,. 11~·--·"1, "-!.l..-1,.:..!.AMMONiA VACUU REGULATOR, . • lJYPICAL .OF 2 I I -j I •c I • I LI ~-'I l I I ., .. I. ·" I I I I . I ...----------- AMMONIA ROOM ROLLUP DOOR , MONORAIL DOOR N0.2 SCRUBBER.ROOM· EXHAUST FANS CONTROLS • •-~-~ © ~ i ~ ~\\)) ·-- ~o~~~Ess OTHERWISE INoIcATED, ALL coNDulTs SHALL BE _ > c~uA 1 s!~c~o 1 .~Q 1 A5~5~~6EiN-TouENL~'~To I0 NNDuAcNToDRA-.TT~~wc-H;·TToo s 80 ERVT·H1csEERVEN1cTRANE-c_ [_----.. ·-. -•;·. -_.':·: EXPOSED MOUNTED. EMBEDDED CONDUIT SHALL BE 1" MINIMUM. . , " A~oB\PiA c.v" " -ENTRANCE EQUIPMENT AND OUTDOOR ENCLOSURE.; . . - . 2. UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE SINGLE LINE DIAGRAMS, ALL POWER CIRCUITS SHALL BE 3/4"C, .2#12, 1/112 GND. • 3. UNLESS OTHERWISE INDICATED, ALL INSTRUMENT ANALOG CIRCUITS SHALL BE 3/4"C, 2 PR. AND ALL INSTRUMENT DISCRETE CIRCUITS SHALL BE 3/4"C, 2#12. 4. CONDUITS EXITING THE CHLORINE ROOM SHALL HAVE CONDUIT SEALS INSTALLED WITHIN Hf OF WALL OR ·FLOOR. . . 5. AMMONIA RdOM IS A CLASS 1, DIVISION 2, HAZARDOUS AREA. ALL ELECTRICAL EQUIPMENT SHALL COMPLY WITH ARTICAL 501- 0F THE NATIONAL ELECTRIC CODE. CONDUITS EXITING THE AMMONIA ROOM SHALL HAVE CONDUIT SEALS INSTALLED WITHIN 1 f5' OF WALL OR FLOOR. 6. MOUNT EQUIPMENT ON 4• HIGH CONCRETE PAO. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. _ 7. STUB AND CAP CONDUIT BELOW GRADE FOR .FUTURE GARAGE EXPANSION. 8. STUB ANO CAP 4-1" SPC BELOW GRADE FROM LIGHTING .• PANELBOARD "LAA" TO 10' FROM EXTERIOR BUILDING WALL. . . . -. . • , ' . . . -' ', .. -,, .. : . ·-. 10. -PROVIDE 4' x -4•..:5" EQUIPMENT PAD WITH 21 -x 3' UNDER-: GROUND PULLBOX PER APPENDIX 168, FIGURE 16B-3 OF THE' :,· ' . SPECIFICATIONS. PROVIDE 3/f5' DIAMOND PLATE COVER, PRIMED ANO -:,, _ PAINTED LIGHT. GRAY• FOR PULLBOX. _ - --_ . • ... ' . :. . .. -. . : -"' . ' .' ' ; . 11. PROVIDE 12' x 10' SLAB BOX, PER APPENDIX 16B, FIGURE 168-3 OF THE SPECIFICATIONS. PROVIDE WITH MODIFICATIONS : FOR 24" WIDE x 36 ~-DEEP CABLE TRENCH._.. • ·-~· .. ) . . 12. PROVIDE FOR A 24" WIDE x 36". DEEP CABLE TRENCH· FROM SECONDARY SECTION OF TRANSFORMER PAO TO • BACK OF. SERVICE ENTRANCE EQUIPMENT' PER APPENDIX :. ; • 168, FIGURE 16B-4 OF THE SPECIFICATIONS. PROVIDE' • • • ,•,. _ WITH 3/ff DIAMOND PLATE COVER. ' 13. PROVIDE 2 WALL MOUNTED. JUNCTION BOXES AT 12" ABOVE FINISHED FLOOR FOR POWER AND SIGNAL CONNECTION TO DESK MOUNTED PC ANO PRINTER. -DESK TO BE. OWNER • FURNISHED. PROVIDE 1~C. -14. MAIN. HEADER · PRESSURE TRANSMITTER .• 15. ROUTE ANI) ATTACH GROUND CONDUCTOR {EXPOSED ON COLUMN) • --• UP TO_ BRIDGE CRANE METAL SUPPORT BEAM. -• -•• - • ' SCALE IN FEET C-,2961-B JOHN CAROLLO ENGINEERS PHOENIX, AZ -WAL.NJT CREEK, CA SANTA ANA, CA. • SACRAMfNlQ, CA SAN BE:RNARDNO, CA -TUCSON, AZ SAN Ot£GO, CA • BAKERSFIELD, CA VISALIA. CA LOS ANGflES, CA APPROVED .. · 16TH· STREET PUMP STATION • -. .,· .P\JMP STATION PLAN~ P()WER •··. - . . . • --i ·-. ~--~ ~-, D4TE BY . • DESCRIPTION • APP'D DESIG~~~ D~W~FC . CITY OF NEWPORT BEACH --W-5231-S 'E-3 1-----'----.J----~R-E-VI-S'-IO-N-'-S~-~---'~'---~+cccHccE=c~=~~o p-...,--'-l_f-clJ~y"-JN-_--'.19-9-5-1 • • .• · • UTILITIES DEPARTMENT - · .'•: -SHEET PS42 OF PS62 DWG LAST EDITED SY: H.FC " USER LOGIN TIME: JANUARY. 24, 1995 8:05 AM . owe LAST EDITED -ON: 01/24/95 15:46.SG. -· . DWG NAME: Y:\3B94A\SENP8007.0WG ' ". ,-. XRErs: SGNPBOOLdwg I SENPE/101.dwg I SSNPB201.dwg t Sl.1NPB101_.dwg 1-, , . ., '.. . ,_-. . ' . -. . -. . ">\·:_! ·= ;,.; --~ - " " TYPE A B ·c D • E- F - -G H J K L . B 1-150 TYPICAL FOR 2. (NOTE 4) A 2-40 TYPICAL LJ c ----------- ' b a \ r>. FOR 8. .,: .. 1< b 2'-d' b X 0-,----1'"""'.' a E b [:g] .·r WT, LB13 2-18 (120V) (120V) (120V) (120V) . (120V) (120V) (120V) LIGHTING DESCRIPTION TELEMETRY ROOM (NOTE 5: LA3) FIXTURE SCHEDULE -- - .. 2' x 4' FLUORESCENT, RECESSED, 2-40 WATT LAMPS. HOLOPHANE "PLAZA SERIES", CATALOG #LSGSTF201A. . - ., -CHAIN MOUNT HIGH PRESSURE SODIUM,.·1-150 WATT LAMP. HOLOPHANE "PRISMPACK I/', CATALOG #PP5K-15AHP-12-ND:._M35-PHCB. CHAIN MOUNT HIGH PRESSURE SODIUM, 1-250 WATT LAMP.': HOLOPHANE "PRISMPACK I/', CATALOG #PP5K-250HP-12-ND-M37-PHCB. -. , -. WALL MOUNTED, HIGH PRESSURE SODIUM,' 1-: 150 WATT LAMP .. HOLOPHANE "WALLPACK Ii, CATALOG #WL2K-150HP-12-G!<, .. WALL MOUNTED, EMERGENCY LIGHTING UNIT, 2'-18 WATT LAMPS. HOLOPHANE "M-19 SERIEs", CATALOG #M-19-2A-SEIS-PT. •• WALL MOUNTED,' CORROSION RESISTANT, EMERGENCY LIGHTING UNIT, • .. 2-18 WATT LAMPS. HOLOPHANE "EH-19 SERIES", CATALOG #EH-19-2A. PENDANT MOUNT HIGH. PRESSURE SODIUM. UL LISTED FOR CLASS 1, -· DIVISION 2, HAZARDOUS LOCATION. 1-250 WATT LAMP. • HOLOPHANE "PETROLUX Ii. CATALOG #PETL-250HP-12-545-P-:-PS-F1, - . I . (120V) WALL MOUNTED EMERGENCY. LIGHTING UNIT. LISTED FOR CLASS 1, DIVISION 2, HAZARDOUS LOCATION. 2-18 WATT LAMPS. CHLORIDE SYSTEMS "STEEL. LITE SERIES"' CATALOG #S-T-_L-120-ZF-2-V. · . . .. . (120V) WALL MOUNTED, HIGH PRESSURE SODIUM, 1-70 WATT LAMP. HOLOPHANE "WALLPACK Ii, CATALOG #WL2K-070HP-12-:GR. (120V) CHAIN HANGER MOUNT "CHJ' INDUSTRIAL FLUORESCENT, 2-,LAMP. · PRUDENTIAL LIGHTING, CATALOG #P-202-96-RSTW. · .• II CH""J II INDUSTRIAL FLUORESCENT,. 2 .. LAMP ( 120V I CHAIN HANGER • MOUNT PRUDENTIAL LIGHTING, . MODEL ff P-202 .,-48 -RS· ' - . - - I 5' -0" -.' G L-...,__-=+--1' TYPICAL ' E-5 I ' ,, CHLORINE ROOM (NOTE 5: LA7) WT LB13Q-,- 3'-0" G b .-·-.1 _.-, ,----,-----;;;--.;:-:-----~--,-------+-----:----,------ll--------'----~-----,--------c--~ -------_.:· ,-- " G' • '--1 1--"'---t\ TYPICAL E-5 1 <CRUBBER ROOM (NOTE 5: LA9) □ AMMONIA ROOM (NOTE 5: LA11) LB13 • -~--· Qwr 3'-o· -. .-r .-··:1 •. i: --------~----------------Hr-ft-------------.-;--------( ·----A------------'-------------r,---Ii'-.-++------.-+------- • I --~-m..-..,,·; ·.~ ·b 0 \ 0~ :: 12·-s· ' I ~ LB7- l LA5. ~ --~C_H_L_O_R-IN_E ___ R0-:0-:. M-1..,:-,---: •. ----,->-~PICAL AT /839' :t X1 r-LIGHTING,CONTROL .• /, 6 ipCATIONS. T-10 E 2-18 A F 2-18 • PLAN -LIGHTING 3/16' = 0 • 4 8 16 SCALE IN FEET JOHN CAROLLO ENGINEERS PHOENIX. AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO,• CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO, CA • BAKERSFIELD, CA VISALIA, CA , LOS ANGELES, CA I . 1. 9'-6" • I I 3·21·9 J t.N DATE BY. ' DESCRIPTION • REVISIONS 12'-6" I ' I -,·:-'-·:>:1 ~LA13 .---:D--, 1-150 . TYPICAL FOR 5. NOTES: I. UNLESS OTHERWISE INDICATED, ALL CONDUIT SHAU. BE EXPOSED MOUNTED. CONDUIT SHALL NOT BE ROUTED ALONG EXTERIOR WALLS. CONDUIT TO EQUIPMENT ON EXTERIOR WALLS SHALL PENETRATE FROM THE INTERIOR AREAS OF THE BUILDING. • --• . . ' 2. CONDUITS EXITING THE CHLORINE ROOM SHALL HAVE CONDUIT .SEALS INSTALLED WITHIN 18" OF WALL OR FLOOR. 3 .• AMMONIA ROOM IS A CLASS 1, DIVISION 2, GROUP D HAZARDOUS AREA. ALL· ..• . ELECTRICAL EQUIPMENT SHALL COMPLY WITH ARTICAL 501 OF THE NATIONAL. ELECTRIC CODE. CONDUITS EXITING THE AMMONIA ROOM SHALL HAVE CONDUIT SEALS INSTALLED WITHIN Hi OF WALL OR FLOOR. • . 4,' MOUNT LIGHTING FIXTURE ON CROSS-BEAM SUPPORT .• REFER TO DETAIL G, • • • . SHEET E-5. REFER TO STRUCTURAL DRAWINGS FOR CROSS-BEAM SUPPORTS .. ' • 5. UNLESS OTHERWISE INDICATED,. LIGHTING FIXTURES FOR ROOM SHALL BE · CONNECTED TO THE DESIGNATED CIRCUIT. ~~t.~i1 ~\Di . • fJ)R t 1 1995 . . c,..t1fOl<Nlf>. . , . . l coMMi'iS,Ol---..• -:_o~f>. ,qR'r , . 'Wl'!'!'l ro,..£11" tD,<.> -• : _, ' . -· - "7-. APPROVED C-2961-B .. 16TH ·STREET PUMP STATION APP'D DESIGNED JGB CHECKED HWP 38799 DRAWN HFC DATE JAN. 1995 PUMP STATION PLAN;_ LIGHTING CITY OF NEWPORT BEACH W-5231-S E-4 UTILITIES DEPARTMENT SHEET PS4J OF PS62 DWG LAST EDITED BY: HFC USER LOGIN TIME: JANUARY 24, 1995 8:05 AM DWG LAST EDITED ON: 01 24 95 15:49:04 DWG NAME: Y:\3894A\SENPB008.DWG XREFS: SGNPB001.dwg I 'SENPBl02.dwg I SSNPB201.dwg I SSNPB202.dwg I 9 l • ' EXTENSION ROLLUP • DOOR NO.I I 10 I LE2 A PLAN ' .l. l • EXTENSION ROLLUP DOOR N0.2 11 POWER AND -LIGHTING EXTENSION• -ROLLUP! DOOR N0.3. 3/16' ' ! 12 13 \o r<) ~ _.,-SPC. FOR CONTINUATION ~Q!._7_-l ~ REFER TO~ D UNISTRUT HOOK-CAT. #M2350 STEEL BEAM. SEE STRUCTURAL DRAWINGS. 0 0 #1 STEEL COIL CHAIN.J""'t'~:c,.._,,~ LENGTH AS REQUIRED " BOX WITH RAISED COVER AND RECEPTACLE (NEMA #L7-15R) MATCH PLUG SUPPLIED WITH FIXTURE. ( NOTE 8) ~-SAFETY HOOK. HOLOPHANE #PF-121-A. G CHAIN MOUNT DETAIL E-4 N.T.S. . ' I I • L_____J T l -. 0 I . L,,-2-2" SPC. f _ NOTE 6 . D 1-150 1 TYPICAL FOR 2 FOR CONTINUATION • • REFER TO~ .. ·'87 NOTES: 1.. UNLESS OTHERWISE INDICATED, ALL CONDUIT SHALL BE EXPOSED MOUNTED. • CONDUIT SHALL NOT BE ROUTED ALONG EXTERIOR. WALLS. CONDUIT· TO. • EQUIPMENT ON EXTERIOR WALLS SHALL PENETRATE FROM THE INTERIOR .• AREAS OF THE BUILDING. , , .. _ . . •• • 2. PROVIDE PLYWOOD BACKBOARD ENTIRE LENGTH OF. WALL FOR MOUNTING . OF TELEPHONE EQUIPMENT, PLYWOOD TO BE 3/4" THICK AND .72" HIGH ... 4 8 • 3. LIGHTING FIXTURE SHALL BE PENDANT MOUNTED 10 FEET ABOVE FINISHED "FLOOR. -• 4. STUB CONDUIT o ABOVE FINISHED FLOOR. ROUTE CONDUIT FROM TELEPHONE EQUIPMENT ROOM, BELOW SLAB AND TERMINATE AT TELEPHONE OUTLET BOX LOCATED IN TELEMETRY ROOM OF PUMP STATION. (REFER TO DRAWING E-3), . -. -~ 16 . SCALE IN FEET , . 5. STUB CONDUITS o ABOVE .FINISHED FLOOR. ROUTE CONDUIT FROM ' • · TELEPHONE EQUIPMENT ROOM TO TELEMETRY EQUIPMENT SECTION Of , CP-:-"PS". STUB CONDUIT INTO BOTTOM OF CP-"PS". . . 6. STUB CONDUITS fj' ABOVE FINISHED FLOOR. ROUTE CONDUITS. TO EXTERIOR . OF BU_ILDING FOR. FUTURE TV AND . MISCELLANEOUS BUILDING 7 __ SIGNALS. . z, STUB CONDUITS fj' ABOVE FINISHED FLOOR.· ROUTE CONDUITS TO EXTERIOR .'. OF BUILDING FOR. FUTURE TELEPHONE. , . 8. FOR AMMONIA ROOM LIGHTING; PROVIDE RECEPTACLE AND PLUG RATED FOR. CLASS ·1, DIVISION 2, HAZARDOUS LOCATION. : ·APR Ll 1995 • __ •• CALIFORNIA ".:OASTAL COMMISSIOr--. • I '. I, -,'• / ·---'---1 c.:.2951:..0 JOHN • CAROLLO ENGINEERS APPROVED 1-c--+---+---------,....-.Jf-'---l. '. 21t;; •• = * -•· .. l----,-1-.6-TH-,-._s_T_R.:___E_ET_:__._,-'--P-U_Mc_P_.·.·•~s-'-TA--,,T __ ,_o_N_:__-._· --1 U~IRECTOR 38799, : PHOENIX, AZ - • WALNUT CREEK. CA. SANT4 ANA, CA • SACRAMENTO. CA SAN BERNARDINO. CA • 1\ICSON. AZ , SAN DIEGO, CA • BAKERSFlElD. CA VlSAUA, CA _ • LOS ANGELES. CA , R.C.E. NO. -=:..c..=.-=-EXTENSION PLAN - r3-:-· 2-l--9 tJ-l.-i'-l:-:-t,/1\11\A--D_0 ___ L. __ IC,,~f-1T-11'1_G, ___ fl_XT=-U \t-EJt AA°t:$;;;;/~,.,~;;;,;1 DATE .. • 1--11-,s .·_·. POWER AND LIGHTING. DATE • BY DESCRIPTION APP'D REVISIONS DESIGNED . JGB. CHECKED HWP DWG LAST EDITED BY: HFC USER LOGIN TIME: JANUARY 24. 1995 8:05. AM • • DRAWN HFC DATE JAN. 1995 CITY OF NEWPORT BEACH w:...5231.:.s E-5 UTILITIES • DEPARTMENT SHEET PS44 OF PS62 DWG LAST EDITED ON: 01/24/95" 15:27:56 DWG NAME: Y:\3894A\SENP8012.DWG XREFS: SGNPBOOLdwg I SENP8107:dwg I SSNP8133.dwg I SSNP8134.dwg_l BUSDUCT TRANSITION SECTION POWER---------11-------i MONITOR I· 36" 2500A BUSDUCT ·I· UTILITY METER SECTION "pp( SWITCHBOARD • I.:.' 2500A MAIN (PA SERVICE) 45" NEMA 3R ENCLOSURE 'SCE U/G PULL SECTION (TRENCH BELOW) 51" UTILITY METER . SECTION "GS" SWITCHBOARD "Al.:.' 800A MAIN ( GS SERVICE) • 36" ·I· 800A /9USDUCT BUSDUCT TRANSITION SECTION ---1---POWER MONITOR • I A ELEVATION -OUTDOOR SERVICE ENTRANCE EQUIPMENT E-3 N.T.S. NAMEPLATE: TELEMETRY EQUIPMENT NEMA I ENCLOSURE---~ NAMEPLATE: PUMP STATION CONTROL PANEL (CP-"PS") ANNUNCIATOR • B E-3 1-1 1-2 1-3 1-4 1-5 1-6 2-1 2-2 2-3 2-4 2-5 2-6 3-1 3-2 3-3 3-4 3- LEGEND PLATE, TYPICAL ......--NAMEPLATE: CHLORINE GAS ALERT-MAINTENANCE BYPASS ( TEST-+---~ ACKNOWLEDGE 1 -..........__ RESET 191-------t-" ON" PUSHBUTTON ,...t--'----+-"ON" STATUS LIGHT. NAMEPLATE: ~'-+ NAMEPLATE: 1: RESERVOIR LEVEL r ISU 1 L.__· _J 36" ♦ 400 r-- 1 I I UPS L •. ' ' --·- MAIN . HEADER PRESSURE .+ . ♦ 300 7 I I I . J 3f5' . . ' . . :1 F ELEVATION PUMP. STATION • CONTROL. PANEL. E-3 N. T.S. . (CP~HPs'') . ANNUNCIATOR WINDOW SCHEDULE-. -. ANNUN. •, - DESCRIPTION .. ' POINT . . '' ' BOOSTER PUMP N0.1 FAILURE • 1-1 .. ' 1-2 BOOSTER PUMP N0.2 FAILURE' .. • ' : . ' '. 1-3 BOOSTER PUMP N0.3 FAILURE_ . 1-4 BOOSTER PUMP N0.4 FAILURE . . - 1-5 BOOSTER PUMP N0.5 FAILURE 1-6 CONTROL-PANEL CP,-"PS" UPS FAILURE. 2-1 (BLANK) ' . ' . .. -' ' . • . 2-2 (BLANK) . •',•· . -~ ' . .. . 2-3 {BLANK) .. .. . . -' 2..:4 (BLANK) ,, 2-5 {BLANK) . • . . . - '' ' 2-6 (BLANK) ' ', ., "' ' 3-1 RESERVOIR HIGH-HIGH LEVEL "' . ,. .. .. ' '' 3-2 RESERVOIR LOW-LOW LEVEL .. ,, . -. . :, . ALARM DISABLE: • ' ,. 3-3 RESERVOIR .. • 'i ' .. 3-4 RESERVOIR VAULT FLOODED ALARM·. .. ; ,, 3-5 RESERVOIR VAULT DC POWER FAILURE ; .,, (BLANK). ' . •' ' 3-6 .;_,J:' -., .• ' '· ' ~ ., . - ' -., ' ., ' ~----L-~ sscs - N0.1 32" G E-.3 /NEMA 12 ENCLOSURE BUSDUCT TRANSITION SECTION SPACE SPACE SPACE SPACE SPACE AA401 AA402 AA403 AA404 AA405 M406 AA408 M409 1:,6 AA407 36" 45• ·I ELEVATION -SWITCHBOARD "AA" N.r.s. (INDOOR SECTIONS) . NEIAA 12 ENCLOSURE, TYPICAL ·sscs N0.2 32" ·I It' I· sscs -N0,3 32" 17'-4" sscs N0.4 32" I . ENCLOSURE -r NEMA 12 ENCLOSuR-\ BUSDUCT 480V . TRANSITION SUBPANEL SECTION 42 POLES (CIRCUITS A408-A416) C101 C104 LTG. PANEL CI02 C405 "LB" • B401 B405 B406 LTG. PANEL B402 8407 B408 "LA" ·- SPACE -B403 B409 8411 C103 C406 SPACE A401 /1\ A402 SPACE C408 LTG. 8404 8410 B200 LTG A403 A417 A404 A406 .. XFMR SPACE C407 C200 -------------SPACE XFMR SPACE SPACE ,. 1:,6 A405 A407 BLANK SPACE ~ 1/ BLANK ~ 1/ 36" 45• 45" I 2o" I 2(1' I 20" I C ELEVATION -SWITCHBOARD "A" D ELEVATION -MCC "B" E ELEVATION -MCC • "c" E-3 sscs N0.5 32" :I E-3 N.T.S. E-3 N. T.S. r---'t I I : ~~~-------:-----------4'===:;;;~~=P-u-7'~~~~~~ l l ~~i-0_ ! : J I_ . II ,' □• • • .-------r+-t--+--~ TO EXHAUST ! ! TO EXHAUST . l I I □yF;==1--FA5N EF-11 ! ! FAN EF-1 I I . I : : ~--<lf--,~--+-¼-l □ • ,__-4: ---:-5 I I I I I I • • ' ' I\> I I I ' I I I ' I • I"..,_ .. ..,_.., .. ,_ I -~~---: r ' ... ___________ .., I I B403 I> I> - ---. I J -I I □ l --□ □ □ □ □ □ □ b □ I> D I> PULLBOX "A" - 12"x12"x6" D [> I> I> [> . . ELEVATION BOOSTER PUMP SSCS PANELS I> --------1,..1--1----4-SAMPLE PUMP N0.2 i-------+0-+-+-6 --+-SAMPLE PUMP NO. 1 N. T.S. 'i , . JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRA~ENTO. CA SAN BERNARDINO, CA • llJCSON, AZ SAN DIEGO. CA • 8AKERSFlELD, CA VISALIA, CA , LOS ANGELES, CA , I t ' ' -" H ·SECTION·· lPR \ 1 \995_ . . ' c.;.2951...:e APPROVED 16TH STREET PUMP STATION UTI ITI IRECTOR 38799 RC.E. NO. __ _ ELEVATIONS DESCRIPTION : APP'D DESIG~~~, . DRAW~FC : •. CITY OF NEWPORT BEACH -W,-5231-S E-6 t---'--'---'---'--'--, ~-.---". -,---"---'---rr='cHccE"'cKccE=o-. ,..._ -t-,o,.,.A=rE,---_ -_."-. ..,.c-.i • REVl;,IONS', HWP JAN. 1995 . UTILITIES DEPARTMENT · · •. SHEET PS45 OF PS62 ' ' • DWG LAST EDI_TED BY: HFC_:, USER·l.PCIN,TIME, JANUARY '24,'1995 8,05 AM,' DWG LAST EDITED ON: 01/24/95 15:31:21 DWG NAME: Y:\3894A\SENPBOl1.DWC ·, .. _,;., -· , ,> .' · , XREFS: SCNP8001.dwg I ·SENP8106.dwg I Y:\3B94A\SENPB1_05.DWG I SMNPB110.dwg I SSNPB311 I -' ~-... -.:. -~ • ~., ·« ... , . .. . -.... ~DERGROUND PULL -;ECTION 4"C, CONDUCTOR~ BY OTHERS~ TRENCH, CONDUCTORS BY OTHERS -~t> 12.47KV-480/277V, 30, 4W SERVICE TRANSFORMER (AVAILABLE SHORT CIRCUIT AT SECONDARY = 28,025A SYM.) I r----------------------------------------------------------------------, 1 ) 800AF MAIN M400 3P 800AP CIRCUIT 800AT BREAKER 1000/5A BUSDUCT TRANSITION SECTION BUSDUCT TRANSITION SECTION 480-120V (2) (3) NOTE 1 ,----800A (CU) BUSWAY +---~ 480V, 30, 3W SWITCHBOARD "AA' I (OUTDOOR SECTION) 480V, 30, 3W. I 800A BUS, 65,000 AIC SYM --71 POWER MONITOR ---,. ---- L_ DIA D1B DIC AA401 2p'\100AF. /70AT ~-~-•~·480-120/240V 15KVA, 11!l D2A D2B AA402 3p'\15AF /15AT EXTENSION · LIGHTING ' EXTENSION LIGHTING PANEL ROLLUP DOOR • PANEL "LE'.'' .. L/,,,A." i N0.1 . ,, 480V LOAD SUMMARY TABLE ITEM CONNECTED OPERATING (FLA) (FLA) SWITCHBOARD 732 587 •• AA' ' SWITCHBOARD 218 I· 2126 •• A' I MCC "8". 97 79 ' MCC "C: 76 58 ·• NOTES;· 1. LIGHTING ARRESTOR. D3A 480V, 3il. 3W, 800A BUS, 65,000 AIC SYM AA403 3p'\ 15AF . /15AT D4A 3p'\ 100AF )15AT D5 AA405 3p\100AF )30AT 06 AA406 3p\150AF )125AT D7 AA407 3p\600AF )500AT EXTENSION EXTENSION EXTENSION FUTURE FUTURE ROLLUP DOOR N0.2 ROLLUP DOOR , FUTURE BUILDING BUILDING· . N0.3 FEEDER NO. 6 FEEDER EFER TO SWBD "A" SINGLE LINE DIAGRAM FOR CONTINUATION ------~6) 1#---►TO CP-"PS'' NO. 7 GARAGE FEEDER SOLID STATE CONSTANT SPEED REDUCED VOLTAGE STARTER .' (1 ~c--- BOOSTER 2) 3) ..--::~5) PRESSURE SWITCH SOLENOID VALVE . LIMIT SWITCH V . • 4) .• BOOSTER PUMP CONTROL VALVE . MOTOR SPACE 'HEATER •• . • . . . .. PUMP MOTOR MOTOR VIBRATION SWITCH MOTOR WINDING TEMPERATURE DETECTORS (6 TOTAL) MOTOR BEARING TEMPERATURE DETECTORS (2 TOTAL) ' ' ' CIRCUIT IDENTIFIER EQUIMENT (1) (2) (3) (4) (5) (6) BOOSTER PUMP N0.1 A3B A3C A30 A3E A3F A3G BOOSTER PUMP N0.2 A4B A4C A40 A4E A4F A4G BOOSTER PUMP N0.3 A5B A5C A50 A5E A5F A5G BOOSTER PUMP NOA. A6B A6C A6D A6E A6F A6G BOOSTER PUMP N0.5 A78 A7C A70 A7E A7F A7G PARTIA[ SINGLE LINE' DIAGRAM BOOSTER PUMP . ' D8 • AA408 • 3p\100AF )BOAT FUTURE BUILDING NO. 9 FEEDER 09 AA409 3P\100AF • )BOAT FUTURE BUILDING NO. 10 FEEDER• I I _J --+-- UTILITY METER M (PA RATE) ;\ 3000AF MAIN A400 3P) 3000AP CIRCUIT 2700AT BREAKER __,_~IG-FP ____ _ 480-120V (2) 3000/5A (3) BUSDUCT NOTE 1 TRANSITION SECTION BUSDUCT TRANSITION SECTION ~---3000A (CU) BUSWAY +----, 480V. 30, 3W -+--- - SWITCHBOARD "A" I (OUTDOOR SECTION) I 480V, 30, 3W, 3000A BUS,SYM. I __ 6s_.o □~ :c ~ POWER MONITOR I I 1" C, 2# 12 (LOSS OF UTILITY POWER) CP-" Ps" PLC 480V, 31!l, 3W, 3000A BUS, 65,000 AIC SYM. L Al 480V, 31!l. 3W. 2000A BUS. 65,000 AIC SYM. A401 .3p'\ 100AF )90AT IGFP A2A A402 .3p'\100AF /100AT IGFP TO TO MCC "C: MCC "8" VIA EMERGENCY GENERATOR ATS A3A A403 .3p\600AF )500AT IGFP BOOSTER .PUMP NO.I A4A A404 • . .3p'\600AF . }500AT IGFP , BOOSTER . .PUMP N0.2 • A5A A405 .3p'\600AF )500AT IGFP BOOSTER PUMP N0.3 480V, 31!l, 3W, 1200A BUS. 65,000 AIC. SYM. A6A 3p'\600AF )500AT IGFP . BOOSTER PUMP N0.4 A7A A407 3p\600AF )500AT IGFP • BOOSTER PUMP N0.5 , I • I I I I I A417 3p\150AF • )90AT IGFP' ION) I I I ·---- A416 3p'\ 25AF I· · )25AT L A16 3/4" C, MANUFACTURER'S . • CABLE TELEMETRY ROOM HEAT PUMP A15 A415 .3p\15AF )15AT 3 1/4 MONORAIL CRANE • A414 3p'\15AF •. )15AT A14 5 1/4. BRIDGE CRANE 480V SUBPANEL 480V, 31!l. 3W, 225A BUS, 65,000 AlC SYM. A13A A13B A413 3p'\15AF )15AT A12A A12B ' ' A412 3p'\15AF /15AT - A11A A118 A411 3p'\ 15AF /15AT AMMONIA ROOM . SCRUBBER ROOM • CHLORINE ROOM ROLL UP DOOR . ROLL UP DOOR MONORAIL DOOR N0.2 A10A A410 3p'\15AF • /15AT CHLORINE ROOM • ·. MONORAIL DOOR • NO. 1 A9A •. A409 . .3p'\15AF /15AT PUMP ROOM ROLL UP DOOR . N0.2 • · ·A408 A8A ABB • · 3p\15AF /15AT. PUMP ROOM ROLL UP DOOR N0.1 ' ., DOOR ACTUATOR, • TYPICAL .,. . I . • I [§ _@ l§ ~ f L~ (DJ . • . . MAIN SINGLE LINE DIAGRAM APR 1 1 1995 CALIFOP.NIA COASTAL •~· ,, "',,;ni, '<')UTH COAST o;gI1<,r JOHN CAROLLO ENGINEERS PHOENIX, AZ. • WALNUT CREEK, CA SANTA ANA, CA SA~AMENTO, CA ~AM BERNARDINO, GA • TUCSt>N, AZ s.a.N 01rno; c.a. • BAl<l::RSFlELD. BA V>SAU•, CA Los ANG!:Lts, tA _,.,.. C-2961-B APPROVED • ' ' ' ' ' 16TH STR£ET PUMP ,STATION 1--+---+---~~--..,-------+----1 uik(rf~RE~' '3-;~9 •. 1------. --. '-. ...;....., "'.-. -. --. --.-... -'-;..._ ____ __. ' R.C.E. NO • ...=.='-'MAIN SINGLE LINE DIAGRAM DATE I •U ·3'i 3-z1-, JLl-1 OAtE . BY • lltSCRIPtlON /IPP'O tJWl:l lA~f ttll1!'D !ff; i,jf(l, ' U§~fi L(JdlN tlME, JANUAlt-l. 241 lg§§ ilb,S AM ' bWG lA§f tblfto ON, 01/,l4(9!;° I \,§:i,{J5' 'nws NAME: -r\il!!94A\SEN~B004.bll'G' •. · .... •• .· .·• • •• . .. , . · ... • • . • x~EFS: !;tNPBOtiLd•g I . ... -,, ~·. .,.,_,.-; ., l • . ' LOAD • VA •. 0A 0B 0C ACB • S/N VA ACB 0A 0B 0C LOAD GENERATOR ROOM LIGHTING TELEMETRY ROOM LIGHTING_ 200 20/1 l 609 20/1 3 4 20/1' t----------+----t--+--+---i ' PUMP ROOM ·- LIGHTING CHLORINE ROOM LIGHTING SCRUBBER ROOM.· - 620 " , 155( 20/1 5-+-li--.-6 20/1 20/1 7 -+-It-+-8 20/1 180 LIGHTING -t------~'----+----t--+--+---i' 930 20/1 9 --10 20/1 AMMONIA ROOM LIGHTING · - ' ' 6~6 20/ 1 11 -+-li--.-12 20/ 1 180 'PUMP ROOM • RECEPTACLES CHLORINE ROOM RECEPTACLE _ 180 SCRUBBERS ROOM RECEPTACLE AMMONIA ROOM - RECEPTACLE - SPARE TELEMETRY ROOM 5 40 RECEPTACLES EXTERIOR BUILDiNG · ' , ' • RESERVIOR V''ULT 8 5 .20·11 13 -+-11-+-14 150" " LIGHTING . • 7 , " LOAD CENTER +-V_AL_VE--V-AU_L_T_.-FAN--E-F-----,-11-.-+--_-+--t,--+---i ~0/2 +-,-+--t-~ LIGl1T AND RECEPTACLE l551 20/1 i5 --i-.>-+-J6 2501 SPARE • • -20/1 17-+-li--.-18 20/_1 . 180 RECEPTACLE ON ROOF CHLORINATOR 1 120 20/1 19 ◄. -+-+-20 20/1 120 ' ' ' AMMONIATOR . 1 o-----------+-----1---+--+---l CHLORINATOR 2 120 . 20/1 21 AMMONIATOR 2 222011. ·_120 -I---+--+--+--+---_-______ __, - CHLORINATOR 3 120 20/f 23-+-li--.-24 20/1 o------~----+-----1---+--+---< CHLORINATOR 4 AUTOMATIC WATER FILTRATION CONTROL PNL 120 300 20/1 25-+-11-+-26 20/1 120 20/1 27 • 28 20/1 . 120 AMMONIATOR 3 AMMONIATOR 4 SPARE ' SPARE . AMMONIA VACUUM -20/1 29-+-li--.-3o 20/t 60 REGULATOR HTR RECPTS I---+--+--+--+---------__, SOFTENING SYSTEM CONTROL PANEL - -CHLORINE RESIDUAL ANALYZER N0.1 SPACE HEATERS - OUTDOOR SWBD. _ 300 20 - ' CHLORINE VACUUM -,. 20/1 3!-+-11-+-32 20/1 100 REGULATOR HTR RECPTS . ' 20/1 33 34 20/1 20 CHLORINE -RESIDUAL . ANALYZER N0.2 500 20/1 35-+--1....-35 20/1 --SPARE . . -.-_. _, o-----------+-----1---+--+---< +---+-c--+--t-----+--~--------t SPACE 37.....,....,_.38 ,· -SPACE_ < -;-., I---+--+--+--+----~--·-----< SPACE .• ---------39--i-.....+-40 --SPACE • ' SPACE -' -41-t-+-42 . ---_ SPACE - SUB-TOTALS• ->235 3535 79( , ' 338012820 080 -SUB-TOTALS TOTAL CONN. (30) -15.8 KVA . NAMEPLATE LTG. PNL • LB" -BLDG. PUMP STATION LOCATION . MCC-"C" MTG. INTERNAL . -. ' BUS:· 225 120/208 v_~_0 ~ -LUGS -· AMPS ---• MAIN: . ---- VA -' ' VA - C '' • -' LOAD ACB S/N ACB . -• LOAD 0A 08 0C ' . -0A 08 0c CHLORINE ROOM EXHAUST -. CHLORINE GAS DETECTOR FAN EF -4 (VIA MCC) 656 20/1 j 2 20/1 120 -CONTROL PANEL ' -' CHLORINE ROOM -EXHAUST 3_ -4 20/1 120 AMMONIA GAS DETECTOR FAN EF -5 (VIA MCC} . 656 20/1 CONTROL PANEL _ ' -- SCRUBBER ROOM EXHAUS' 5 6 . FAN EF-6 656 20/1 20/1 -SPARE ' SCRUBBER ROOM EXHAUS' - 20/1 7 8 20/1 SPARE - . FAN EF-7 656 -- AMMONIA ROOM EXHAUST 20/1 9 10 20/1 . ' GENERATOR -_ FAN EF .:.8 (VIA MCC) 656 000 CONTROL PANEL - AMMONIA ROOM EXHAUST 656 20/1 n 12 40/1 2760 PUMP STATION CONTROL FAN EF -9 (VIA MCC) PANEL -(CP-"PS) _ WALKTHRU (WT) 13 14 FIRE SPRINKLER •' LIGHTING ,,217 20/1 20/1 20 ALARM BELL TTB-"8" RECPT, -- 500 20/1 15 16 40/1 ·,·, CP-"f>S''. AUTODIALER 982 UPS TELEPHONE RM. RECPTS. 655 20/1 17 18 20/1 120 COMBUSTIBLE GAS DETECTOR CONTROL PANEi -20/1 19 20 20/1 SPARE --SPARE - SPACE -, -21 22 --SPACE \ SPACE --23 24 --SPACE SUB-TOTALS 1529 812 ~967 140 1102 288( SUB-TOTALS - -17.5 KVA . ' ' ' TOTAL CONN. (30) . . . ' .. -; { FROM SWITCHBOARD "A" . , , (A401) . , ' . . ''' : ; \' -~·,. l I , 1 L___ -- 81A 82A •• -J 8402 • • __ • . ; 8403 8404 -1 1 1 83A 84A • ' . --· - 480V, 30, 3W; 600A BUS, 65,000 AIC SYM. -- • -8405 8406 8407 1 1 -1 '. --t40~ , 1 81C PULLBOX "A~ 818 828 INJECTOR 'WATER ·-•-INJECTOR WATER • BOOSTER PUMP . • _ BOOSTER PUMP NO: 1 , -, : : • N0.2 ' . ~ • PACKAGED SYSTEM • -.- EMERGENCY £PER MANUFACTURER2 -• GENERATOR . -r -------7 AUTOMATIC TRA SFER SWITCH I I . . WITH BYPASS ISOLATION I _ _ 60KW, 480V, I .• -1 30, 3w I . 50A. 480V. 31&. ·3 • FROM SWITCHBOARD • Jit • (A402) I -~ 1---'""'""---1-3-0_:_oo-Qo AIC SYM _ I I -Fr.,..--r--,--,----,--.--- -I L-.=----> I A28 L ____ _,.:..; -__ _J ··-.' ' ... i ~ _"',• A2C B3B 1 VALVE VAULT SAMPLE PUMP N0.1 83C B4B VALVE VAULT SAMPLE PUMP N0.2 84C B5 1 1/2 '-J PUMP ROOM EXHAUST FAN _ EF..'.1 -SINGLE LINE DIAGRAM B6 1 1/2 '-J PUMP ROOM EXHAUST FAN EF-2 MCC "8" 87 -1 1/2 -'-J PUMP ROOM EXHAUST FAN EF-3 B8 1 1/2 '-J - PUMP ROOM SUPPLY FAN - SF-1 B9 8409 - -1 1/2 - '-J . PUMP-ROOM SUPPLY .FAN -: • SF-2 8410 --LIGHTING· PANEL "LA" - ' - '.,. -• ' ; --- I . I 3p\lOOAF . - )20AT ' -I I -r · . ' ' . ' ,, ' . I CHLORINE ROOM -- ELECTRIC UNIT: _ HEATER ,_ - -. -- '", C ·, ---.. ---,, ... •. ' . •, .· -;_ '. GENERATOR CONTROL PANEL ' ' C102. C103 480V. 30, 3W, 600A BUS, 65.000 AIC SYM. C104 C405-. C406_ C407 C408 Mcc~c:7 I -- I - I L_ . NOTE 1 (LB1) (LB11) 1 '. 1 -. -3p\100AF /15AT •• ~~r,o .VA JO 3p\100AF /30AT __ 1P\15ACB , r ... _ 1P\15ACB r 1 •--~ 480~120/208V 00 -• :\225AF . -=-· 3P/110AT 1 1 ---- CIB C2B C38 1 CSA C4B CSA TO GENERATOR CONTROL PANEL C6D C1A C2A C3A C4A C58 C68 CHLORINE ROOM EXHAUST FAN EF-4 ' ' ' B . CHLORINE ROOM . EXHAUST FAN -EF-5 .• AMMONIA ROOM EXHAUST FAN EF-8 AMMONIA ROOM EXHAUST FAN EF-9 NOTES: - 1 1/2 '-J GENERATOR ROOM GENERATOR ROOM EXHAUST FAN ROLL UP DOOR -EF-10 1. POWER TO 120V, 2POLE MOTOR STARTERS VIA LIGHTING PANEL "LB'' SINGLE LINE DIAGRAM -MCC "C" JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SACRAMENTO, CA SAN 8E:RNAROINO, CA • TVCSON, AZ SAN QJECO, CA , BAKERSFIELD, CA \IISAUA, CA • LOS ANGELES, CA DATE BY LIGHTING -PANEL "LB'' 15 KVA C8 CHLORINE -SCRUBBER CONTROL PANEL APPROVED • DESIGNED DRAWN DESCRIPTION APP'O -JGB HFC • REVISIONS CHECKED • -DATE . HWP JAN. 1995 • I _,,_ I • -ffi1 ~. © ~ u ~ [! \D1 . ' -. . . APR I I 1995 CALIFORNIA roAST Al COMM\<:~io,, -1r '')UTH COAST l)lSrR _ C-2961-8 16TH STREET PUMP STATION 480V SINGLE LINE DIAGRAMS _ AND PANELBOARD SCHEDULES CITY OF NEWPORT BEACH W-5231-S E-8 UTILITIES DEPARTMENT_ SHEET 1'547 OF PS62 DWG LAST EDITED BY: HFC USER LOGI_N TIME: JANUARY 24, 1995 B,05 AM-DWG LAST EDITED ON, 01/24/95 15:3B,16 DWG NAME: Y:\3B94A\SENPB003.DWG -XREFS: SGNPBOO 1.dwg J . SEE TABLE{S) FOR CIRCUIT 2 NUMBER 3 4 5 6 7 8 9 10 11 12 SEE TABLE(S) FOR CIRCUIT 13 NUMBER 14 15 16 17 18 19 20 MCP M OL ¢1 )---<, 'T" I M OL ¢2) 'I" 0 I A M OL ¢3) 0 480V CPT 120V -- (REFER TO SPECIFIC CONTROL SCHEMATIC FOR CONTINUATION) NOTE: UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. • TYPICAL MOTOR SCHEMA TIC TYPE 1 ACS ,,---..._ 0 -- . ' 3 POLE. FVNR M • ;~ • '' -.. . ,. .. OL cYX.ro ' ' ·. ' '' -,_' ' . -· . ' . . ·, '• v (REFER TO SPECIFIC CONTROL SCHEMATIC FOR CONTINUATION) NOTE:' • UNLESS OTHERWISE NOTED ALL DEVICES . SHALL BE LOCATED AT MCC. -. ' . TYPICAL MOTOR SCHEMA TIC·. TYPE 2 2 POLE. FVNR • .. . '' ,. M '. ' V NAMEPLATE_LTG. PNL.. "LAA" _BLDG . ..!'UMP. STATION LOCATION PU:1.£' ROOM_ ---~, _MTG. SURFACE· . MAIN: ___ 80/2 C.B. BUS: _ __!Q.Q. ___ AMPS_2i,Q/J].Q_ V_.!__¢ • ' . ·, ' . . ' ' LOAD .. VA ACB S/N ACB VA .. LOAD ' .. . . . ., ¢A !llB 6~6➔ ¢A 0 B . .. . ' . ' 'q ,I' - SPARE -20/1 1 2 20/1 -SPARE . ' '. . SPARE -20/1 3 4 20/1 , -SPARE ' ' . ' • ' .. SPARE -20/1 5 _6 20/1 -SP~E .. . 20/1 7 8 20/1 SPARE ' -. <7"", SPARE •, . . . SPARE -20/1 9 10 20/1 -· • SPARE . . . ' ' 11 12 20/1 . -20/1 ·'. SPARE ' .. SPARE -~ . .. .. , .. . ,._ 20/1 13 14 20/1 ' ' SPARE -' -. SPARE' ' . . . ' . : ,, 15 16 " '. . -20/1 20/1 ,· SPARE -SPARE . . .. .. . SPARE .-20/1 17 18 20/i -SPARE' • . • ·, -. . • -,. 19 20 .. ,, •. -SPACE ----. SPACE ' . . .. .. ',, .. ·, ' . . 21 22 . . SPACE -' -. >110 '•,' '' •• LE .. _:··_ ' . LIGHTING PANEL . 40/2 '' SUBfEED 23, 24 ·,,,, . --. ~ ' n810 . . , . SPACE -,, ' ' . • . . ,. '. .. . ' ,~,. > - -... SUB-TOTALS ---•' . ,550 7515 SUB,-' TOTALS ' ' . 5'.2 .. ' ' ' •,· TOTAL CONN. (316) KVA ·, . •' ,·' ' . . -. ' ,' ' ' .. '. >, ' . • ' .• '.'·, .• • '_, "'C -• -... . :; < "·:-~- ,I,,'.·,,•. • ':,.,. • ".,.., .,,..r-, ,. • r· ... : Cc ! ' ' --•·;.' ·'" •,· 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 . . I . . . . • ' (REFER TO TYPICAL MOTOR SCHEMA TIC TYPE 1 FOR CONTINUATION) STOP START __J__ REFER TO TABLE---+--~ BELOW, TYPICAL M36( ) M36( ) ------IIRTM1>--• R;---~ OL'S NOTE: UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. M36( )+~_To .... :_PLC EQUIPMENT CIRCUIT NO, ( ) PUMP ROOM EXHAUST FAN EF -1 8405 A . PUMP ROOM EXHAUST FAN EF-2 8406 B PUMP ROOM EXHAUST FAN EF-3 8407 C PUMP ROOM SUPPLY SF-1 8408 D PUMP ROOM SUPPLY SF-2 8409 E CONTROL SCHEMATIC -TYPE A (REFER TO TYPICAL MOTOR SCHEMA TIC TYPE 1 FOR CONTINUATION) • STOP START M49( ) • OL'S. __J__ LO . .D. .D,, REFER TO TABLE RTM BELOW, TYPICAL M49( ) R • ' NOTE: . . UNLESS OTHERWISE NOTED 'ALL DEVICES SHALL BE LOCATED AT MCC. · M49( )1 • TO PLC . T .. EQUIPMENT CIRCUIT NO. .( ) INJECTOR WATER BOOSTER PUMP N0.1 8401 .A INJECTOR WATER BOOSTER PUMP N0.2 8402 • ·s VALVE VAULT SAMPLE PUMP N0.1 840.3 ... C VALVE VAULT SAMPLE PUMP N0.2 -8404 D ' . ,> .,,. CONTROL SCHEMA TIC TYPE B • • (REFER TO TYPICAL MOTOR. SCHEMA TIC TYPE 2 • · FOR CONTINUATION) '. ' ' ' ' ' • •. CHLORINE GAS-+~ ·cR21.3 STOP •• START·· __J__ M62( ) • • OL'S . DETECTION FAN SHUTOFF ----n-------:1. CL..I...D-.D,,:-·-'-,._---0 .u-,.,_ ---'I---< CP-"PS" LO. . ..., REFER.TO TABLE---!--~ BELOW, TYPICAL M62( ) • NOTE: . UNLESS OTHERWISE NOTED· ALL DEVICES • SHALL BE LOCATED AT MCC . EQUIPMENT CHLORINE ROOM EXHAUST FAN EF-4 CHLORINE ROOM EXHAUST FAN EF-5 CONTROL SCHEMA TIC R;---~ .D,, CIRCUIT NO. ( ) C101 /LB1\ .A C102 (LB3) B TYPE C ,· 71 72 73 74 75 76 77 78 79 80 81 82 • 83 84 85 86 87 •• 88 89 90. (REFER TO TYPICAL MOTOR SCHEMA TIC TYPE 1 FOR CONTINUATION) STOP H 0 A START OL'S ____L_ .D,, I I::,, .D,, L.O. I M71 I I RTM I I • I --'-;J I::,, 0 R FROM GENERA TOR CONTROL PANEL .. NOTE: UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. 1 M71 T.__T_o ____ PLC EQUIPMENT CIRCUIT NO. GENERATOR ROOM EXHAUST FAN EF-10 C405 CONTROL SCHEMATIC -TYPE D (REFER TO TYPICAL MOTOR SCHEMA TIC TYPE 2 FOR CONTINUATION) STOP START M82( ) __J__ .---a....L..lJ7"-----~t---O o----<1a---< L. 0. £:,, I::,, AMMONIA GAS --i-----.. CR213 DETECTION FAN CP-"PS" START MB2( ) REFER TO TABLE BELOW, TYPICAL ---~~ NOTE:· . UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE LOCATED AT MCC. EQUIPMENT AMMONIA ROOM EXHAUST FAN EF-8 AMMONIA ROOM EXHAUST FAN EF-9 CONTROL SCHEMA TIC CIRCUIT NO. Cl0.3 ILB9\ C104 (LB11\. TYPE E OL'S .. ( ) A, 8 ' .. 106 107 108 109 MOTOR MOTOR SPACE VIBRATION HEATER SWITCH TO PLC ,------.... DISCHARGE PIPE HIGH PRESSURE IDR( ) NOTE 2 ---------M123{ ) Ml 23( ) TOR 110 01 >-+----o I ( SEE TABLE sscs 111 ~Z~s~~cu1T 02 >-t-----<.> M123( ) I ( 112 ¢3 113 114 115 116 117 118 119 120 121 122 12.3 · 124 125 M123( ) I ( NOTE 2 7 H 0 A START CR122( ~Rl l 5( ) STOP ____L_ xoo XOO CR115( ) I NOTE .3 (.,) I _J -+-OOX a. I I 0 I BOOSTER PUMP I-I CONTROL, VALVE ~°lox .. SOLENOID .. CR115( ) CR115( ) CR122( ) ---ti • • ji--,.~--7 NC CR120( ~ • .-----9-,..,.0 • • I t-1 -~1 .D,, ( N°:O. BOOSTER PUMP CONTROL CR122 VALVE LIMIT SWITCH CR122( ) . CR120( ). M123( ) . NOTES: 1 . UNLESS OTHERWISE NOTED ALL DEVICES SHALL BE MOUNTED IN • SSCS ENCLOSURE. • NAM EPLA TE_J,.T..G..:...f'.l'IJ..:..:'.:!£:_· BLDG . .:...f!.!~~.!,~'!_ ___ LOCATION TELEPHONE ROOM MTG,_~~£~~E;_ . 2: COMMON FAILURE ALARM SAFETY INTERLOCK ASSOCIATED· WITH MOTOR EXCESSIVE VIBRATION, MOTOR WINDING OVER TEMPERATURE. MOTOR .. BEARING OVER TEMPERATURE, AND DISCHARGE PIPE HIGH PRESSURE TOR. BUS: 100 AMPS • ' . LOAD ' '" ' ' " ' ' • LIGHTS . ' LIGHTS·, SPARE.·· . ' RECEPTACLES SPARE SPARE SPARE SPARE . SPARE SPACE SPACE SPACE . SUB-TOTALS TOTAL CONN. (316) 240L120 v_.!._0 MAIN: 40L2 C.B. • 3. PLC CONTROL BASED UPON RESERVOIR LEVEL .. REFER TO SPECIFICATIONS, DIVISION 18. VA ACB S/N ACB VA LOAD· .. ' 0A 08 ~r,bj ,· 400 20/1 1 2 20/1 1400 20/1 3 4 20/1 -20/1 5 6 20/1 • .360 20/1 7 8 20/1 . -20/1 9 10 20/1 -20/1 11 12 20/1 -20/1 13 . 14 20/1 -20/1 15 16 20/1 20/1 17 18 20/1 -' . ' --19 20 - --21 22 - ' --2.3 24 - 400 760 3.9 KVA .. JOHN CAROLLO E,_.GINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA., tA • SACRAMENTO, CA SAN BERNARDINO, CA • rucsON. AZ • SAN DIEGO, CA • RAKERSFIElO. CA IASAUA, CA lOS ANCEi.ES, CA _ 0A .350 .360 - - - - 710 .. 08 • EXTERIOR BUILDING. LIGHTS 50 TELEPHONE EQUIPMENT '', .. ROOM LIGHTS '· RECEPTACLES . .,. SPARE '. -'. ' .. SPARE .. . SPARE ' '."~ .. -' ; SPARE · . '' .. ' •, -SPARE ,. ,,. •/,' ';,' ' . • . ,•, ,. :,· SPARE "· .,-\ ;, . . ' ' . , -SPACE· ,,, \ ,·,; ~' ... ' ; '' '(, . SPACE· .. • L, . .. . ,••,· . -SPACE ' . .'.'I'. . ' . ,·.,· .. ' ' 50 SUB-TOTALS •. . •1' ', . .,_ . '-·; ,, -:} . ' " . ., . ' . '" ,·,' \ ,· ,. ,, >', J·, , .. :'._j:_:, '. _,. ·---~ --' .,: . ~. _., ' : ~. ~ :, ,. ·, ~~ .,-.~•-_.-· - . . EQUIPMENT CIRCUIT NO .. .. . . A403 • BOOSTER PUMP NO.I· . BOOSTER PUMP N0.2 A404 , - BOOSTER PUMP N0 . .3 A405 . . BOOSTER PUMP N0.4 ' A406 '. ., BOOSTER PUMP N0.5 • . -A407 • . . .. . . MOTOR . SCHEMA TIC •• ·sscs · [ffi ~ t~i~ ~ [DJ •• ' . ~ -. • . ' .-. -. - - - - -• • - CALIFORNIA • COASTAL COMMISSIO~ ·ou·TH COAST DISTRtr, ( ) A B C D .E . . C-2961-8 APPROVED -. • ---' . 1 • 16Tti STREET· PUMP STATION ·. t----t---f--~.-.. --.--·.·_·,._ .. -+, _·---,·-_._· ___ ~-+-·-·__, ~r~:R~ •• !~99 •• t-'---.,.-,a-... E-LB_o __ ,a- 0 0_·_.sc'_· _H_E....cou_LE_s-'-a-.. ,0-.---1 l---+---+----.""'-"--'--"---"-------+.,...:....--1· l~lt,,. RC£ No.~','--'-=-... ,.... nn ,,,.. . DATE BY . DESCRIPT)ON "· :;:,•1-: DATE. ·• 1-i,-,s • MOTOR & CONTROL SCHEMATICS DESIGNED ,APP'D ., . . , JGB C:HECKED ' HWP DRAWN HFC DATE JAN. 1995 · CITY OF NEWPORT BEACH W-52.31-S E-9 ---' UTILITIES DEPARTMENT • SHEET PS48 OF PS62 DWG LAST EDITED BY: HFC ,. USER. LOGIN TIME: JANUARY. 24, ,1995: 8,05 AM. OWG LAST EDITED ON, 01 24 95 ·11,19:36 DWG NAME, Y, 3894A SENPB005.DWG . '.XREFS: SGNPB001.dwg I • 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 . 158 159 160 161 162 163 164 165 166 167 168 .J69. 170 171 172 173 174 • 175 NOTE 2, TYPICAL 120V, CIRCUIT LB12 24VDC POWER SUPPLY ---0----lt:ll------{}P'ITJ3ill0QO ]6 Pl 300 4-20mA~t=P TO PLC --o ''O---C:Il--(!'QiOl[!J1iQOI]1 A ~----<IDlr--~l!FQiOl~1~1QOr2~I_A _________ __ ~----<IDlf-----[!I FJ0[!110J10~3~1_A· _______ _ ~----<IDlr------{l!:FOioo;l]l~0,..4~1-A _____ _ FY 300 4'-20mA FROM sscs\ ENCLOSURE, • TO PLC TYPICAL • CR160 f;. CR161 f;. CR162 CR163 CR164 f;. _· CR160 CR161 CR162 CR16.3 CR164, f1 f1 f1 f1 f1 TO ANNUNCIATOR . . CR160 ·CR161 CR162 CR16.3 .CR164 r1 r1 r1 r1 r1 ·To PLC FROM RESERVOIR ~- TERMINAL INTERFACE, TYPICAL. (NOTE 1) f;. A . A f;. • •. • CR172 • CR173-.• · CR174 CR170 CR171 CR172 CR173 CR174 • - - ' •. '. r1 r1 r1 r1 r1 ': ..... TO ANNUNCIATOR TO PLC (CONTINUED AT UPPER. ~IGHT) - N 176 177 178 179 MAIN DISCHARGE HEADER PRESSURE 180 TRANSMITTER MAIN DISCHARGE 181 HEADER PRESSURE INDICATOR 182 BOOSTER PUMP N0.1 183 PROPELLER FLOWMETER 184 BOOSTER PUMP N0.2 185 PROPELLER FLOWMETER 186 BOOSTER PUMP N0.3 187 PROPELLER FLOWMETER . 188 BOOSTER PUMP N0.4 H;l9 PROPELLER FLOWMETER 190 BOOSTER PUMP . N0.5 191 PROPELLER FLOWMETER 192 PUMP STATION TOTAL FLOWRATE .193 SUMMATOR 194 • Pi!MP FAILURE BOOSTER PUMP 195 N0.1 BOOSTER PUMP 196 N0.2 BOOSTER PUMP 197 N0 . .3 BOOSTER PUMP 198 N0.4 BOOSTER PUMP 199 N0.5 200 201 202 . 203 204 RESERVOIR 205 HIGH-HIGH-LEVEL RESERVOIR· 2020 LOW-LOW-LEVEL. RESERVOIR ' 207 ALARMS DISABLE RESERVOIR 208 VAULT FLOODED RESERVOIR. 209 DC POWER FAIL 210 • , .., , (CONTINUED FROM LOWER LEFT) FROM RESERVOIR TERMINAL INTERFACE (NOTE 1) 4-20mA 1" 1" I I ' >--0 LY 400 4 20mA A I TO PLC I LI 400 '-/ / / 120V, CIRCUIT LA.34 120V, CIRCUIT LA33 ~ AT #2 -~ AT #1 - > ' f;. ) ) ) A 4-20mA . HIGH/LOW ALARMS HIGH/LOW ALARMS TO PLC TO PLC ( •> >--0 1/1 CONVERTER ' 4-20mA Q". Q". Q". Q". 0 0 ';.: ';.: 0 0 z z ';.: ~ n,_ Q:..., z_ z..., o· o· 0-O· _Jo _Jo :::. 0 :::;;O I Z I Z :::;;z :::;;z u u <( <( -0 0 0 0 I-,-,-,-- >--0 24VDC POWER_ . --SUPPLY -- I . i . - - --AT 30:> I,:,. ·- 4-20mA • - ,_ . .TO PLC ~--. .. --r ,---· l--0 AT 'llln ·~ . --. -- • 4-·2omA .. ., . ., ·, ·To -· ' . ', PLC -. ,. ;, •. : { --, .. ., ' , , -,_ . --AT 307 1,:,. •. ', --- 4-20mA -. -.. . • ., . ' .. ' -, -.. --TO PLC .. . --,. . -. . , ' . r . . -AT 308 It:,, .--- . , 4-20mA .. --- LU TO PLC· • LU • . . • ~-' N '/ .. / - i 20V CIRCUIT LB16 , . . .. -• , . UPS -I TO ANNUN:· . (UPS FAILURE) . MANUFACTURER'.$ •• POWER I t:i•'-• w, r I I PC 16 . PRINT1c.R 16 CONDUCTORS .. -. -. , ""-:-MANUFACTURER'S SIGNAL -TO PLC .. . - ' . _:, • . - u (CONTINUED AT UPPER RIGHT) . . , ' , :. SCHEMATIC ,;;,,; CONTROL PANEL "PS" (CP-"PS") NOTE: UNLESS. OTHERWISE NOTED: ALL DEVICES SHALL BE MOUNTED IN CP-~ Ps", 211 SIGNAL 212 CONDITIONER RESERVOIR LEVEL 213 CHLORINE RESIDUAL ANALYZERS 214 215 216 217 218 219 220 221 222 223 . ._ 224 225 _226 CHLORINE SCALE No: 1 LOAD CELL 227 TRANSMITTER •• _· 228 . 229 CHLORINE· SCALE .-- No,2· LOAD CELL-' 230 TRANSMITTER • 231 232 CHLORINE SCALE• 233 . - N0.3 LOAD CELL . . TRANSMITTER r • , C_HLORINE SCALE N0.4 LOAD CELL -236 '- TRANSMITTER . , -'-. , 237 . . . . , .. , • • .238 -239 . ' ... -241 242 243•. 244 ,, ' . _ 245 (CONTINUED FROM LOWER LEFT) CHLORINE GAS--~ DETECTION PANEL 6 AMMONIA GAS DETECTION PANEL A TDR215 CR212 CHLORINE GAS 246 ALERT (tPPM) CHLORINE GAS 247 ALARM (3PPM) CR213 AMMONIA GAS 248 DETECTION 249 1------e CHLORINE GAS 250 ALERT -MAINTENANCE TDR 215 (0-15MIN) BYPASS (TIME RELAY ,-----------0....~ o---------1 y 1---------TO OPEN CONTACTS 251 UPON DEENERGIZING RELAY) CR212 CR213 r1 r1 TO AUTODIALER CR211 CR212 n n TO MCC "C" CKT/1 C101 TO MCC "C" CKT6 C102 CR211 CR213 r1 r1 TO CP-"FE" . . -•' . CR212 CR213 r1 r1 TO PLC CR213 r1 TO MCC "(;' CKT# C103 CR212 r1 TO CHLORINE SCRUBBER CONTROL PANEL CR213 r1 TO MCC "C" CKT# C104 ~2t-11_·_· __ ..,_ ___ -<P.V---------. CHLORINE AREA ALARM BEACONS 252 253 254 255 / ' 120V, CIRCUIT (SEE TABLE) 4-20mA Cl ) r l, ' l, FROM CHLORINE RESIDUAL ANALYZER N0.1 VIA CP-"Ps" EQUIPMENT CHLORINATOR N0.1 CHLORINATOR N0.3 AMMONIATOR NO. 1 AMMONIATOR N0.3 " r J r J FROM CP-"PS" PLC CIRCUIT NO. LA13 LA23 LA20 LA24 N / SCHEMATIC -CHLORINATORS & AMMONIATORS i.n a. I a. u 1·c. 24/112 f-U-----------MCC "8" 1·c. 241112 -- t-'1------------MCC "(;' 1•c. 4 PR. f-U-----------CHLORINATOR NO. 1 & NO. 3 1" C, 4 PR. -- f-U-----'------,---AMMONIATOR NO. 1 & NO, 3. - 3/4"C, 6/112 Ht----:-:c---~------CHLORiNE GAS DETECTOR PANEL 3/4"C, 4/112 1--11-----------_AMMONIA GAS DETECTOR PANEL __ _ - Ht---'---------COMBUSTIBLE GAS DETECTOR PANEL 1"C, MANUFACTURER'S CABLES '. ~11-.3~-_· _· ----.-----V,,.]1-------,--. LB12-2Q8, 1 /110 GND. & LB16-2/18, 1 /110 GND .. IN 1 1 /2'' CONDUIT HI-----'--<~ }Pc AND PRINTER • -f,, . - (START, RUNNING, AND TROUBLE SIGNALS) N 120V, CIRCUIT (SEE TABLE) AMMONIA AREA • - ALARM BEACONS ,-----'-....----------+--SENSOR (ONE ONLY FOR COMBUSTIBLE GAS) A cp----➔--'--------'---,-MANUFACTURER'S SIGNAL • CONTROL PANEL _ (NOTE 3) GAS ALERT -GAS ALARM - SENSOR FAILURE TO CP-"PS" -TO CP-"Ps" -TO CP-"Ps". PLC (NOTE 4) PLC EQUIPMENT CIRCUIT NO. CHLORINE GAS LB2 DETECTOR - -CONTROL PANEL (CP-"CG") AMMONIA . GAS LB4 DETECTOR -. CONTROL PANEL (C-" AG") . COMBUSTIBLE GAS LB18 DETECTOR - . CONTROL PANEL SCHEMA TIC --CHLORINE,.· AMMONIA & COMBUSTIBLE • GAS DETECTOR CONTROL PANELS rtt-----------CHLORINE SCRUBBER ,CONTROL PANEi, __ 1"C, 20612 (AUTODIALER). 3/4"C, 4#12 2-t"SPC. • }TELEMETRY ROOM < _· CHLORINE RESIDUAL. ANALYZER N0.1 CHLORINE RESIDUAL ANALYZER N0.2;.,, .·- BLOCK DIAGRAM -PUMP STATION CONTROL -PANEL (CP-"PS") • '. NOTES: • APR 1 1 1995 - - CALIFORNIA . _ .. • COASTAL COMMISSI01' · • 'OUTH COAST DISTRI<' , . . -• 1. REFER TO RESERVOIR PROJECT PLANS, _DRAWING E-.3, - , _ , FOR ORIGINATIONS OF SIGNALS. .-. : , . '(_, ,.., • • -> ' ,· ' 2. FUSE SIZE BASED UPON LOAD BEING PROTECTED AND/OR -PER MANUFACTURER,S ~OUIPMENT REQUIREMENTS .. • 3. THIS CONTACT REQUIRED FOR CHLORINE GAS DETECTION SYSTEM ONLY. - ,: : 4. FOR_ COMBUSTIB~E GAS -DETECTION SYSTEM, , SIGNAL· • __ CONNECTION TO PLC: • • • APPROVED C-2961-B 16TH STREET Pl.J,MP, STATION. JOHN CAROLLO ENGINEERS UTIU I ECTOR 38799_ 1----+--'---+-----,--,-~.,......--'-c-~-,-'-'-,--+.-c-c=c-i _, • R.C.L NO. -=c.,____c=.- , • ;;; DATE -~'--'-~3~-~">~-- SCHEMATICS PHOENIX, AZ • WALNUT CREEK, CA SANTA ANA, CA • SA.CRA~ENTQ, CA SAN BERNARDINO, CA • TUCSON. AZ. SAN DIEGO, CA • BAKERSflELO, CA "1SAUA, CA • LOS ANG[LES, CA DATE :. BY of;cRIPTION • ,np•o DESIGNED - - -DRAWN ~ JGB HFC '.-_CITY OF NEWPORT BEACH • W-5231-S E-10 •• ' -REVISIONS-' CHECKED DATE HWP JAN. 1995 -. ' • • UTILITIES -DEPARTMENT _ . • . SHEET PS49 OF PS62 . ' -' .--• ~ -. - OWG LAST· EDITED. SY: ~F'C • _USER LOGIN TIML JANUARY. 24, 1995 8:05 AM OWG I.AST EDITED ON: 01/24/95 15'40:53. _ . "> .: • '_ : ; •• ----,_.;;:: .; " -~ ----~----~---_. ,~-~' -~;-.:-o.;., _,L• "< OWG NAME: Y:\3894A\SENP8013.DWG · i -XREFS: .SGNPB001.dwg I -•,r '.,~ C•:>--', ' ---i I • ,, ' r----------------------------------------------------------------7 LOCATION: 16TH STREET PUMP STATION PLC ~ C.ll PC 0 0( I I .___P_R_IN_T_E_R'-----'~ o - I I I I ISU )> )> 0 )> 0 2 0 2 0 2 2 0 I . L------~---------~---~~------~----------------------------~-~--~-J ----r----------~--------------7 ' I I I I I I I I I I I I I . I· I I I I I PLC □ I • , . ISU I .. . . 1 LOCATION: WELL· SITE. #1 . •.. ••. • •··. • L--------~~----------~-----~-- I I I I I· I I I I I I I I I I I I . I I I I --< ADVANCED DIGITAL r -------c-:---. . ' I I I I I I I • I I I I I I I I I • I I • I 1. PLC I ?: 2 I □ I I ' 0 0 1, . . . • I • 1 LOCATION: WELL. SITE #2. •• . •. L----~-------------~--~- WORK·.· . ' . " . ·" '" ' I I . . . I .. ,. . I I ' •. • '' <' c.1' -------' ' H WALTER e PACE :;I ., No. [014059 " r--------------------------------------------------, 1 I I I I I I I I I I I I I I I I I I I LOCATION: BIG CANYON RESE I I I I I l IT I ---< PLC □ ISU 0 I I I I I I I I I I I I I . I I I I I L-----------------------------------------------~--J 'JOHN CAROLLO ENGINEERS PHOCNIX. AZ • WALNUT CREEi<, CA SANTA ANA, CA • SACRAMENTO. CA SAN BERNARDINO, CA • TUCSON, AZ SAN DIEGO. CA • BAKERSfltlD. CA VISALIA, CA , LOS ANGELES, CA NOT ----' . ,_ ' -• IN CONTRACT NOTES: • I. THIS DIAGRAM DEPICTS THE INTENDED TELEMETRY SYSTEM ARCHITECTURE ANO INTERCONNECTION OF EQUIPMENT ONLY. EXACT QUANTITIES AND LOCATIONS OF COMPONENTS SHALL BE AS SPECIFIED ANO SHOWN ON PLANS. .. LEGEND Al ANALOG INPUT MODULE AO , ANALOG OUTPUT MODULE. ·• DI . DISCRETE INPUT . , ' ,-'< ' -. ' . ' 00 DISCRETE OUTPUT . • • ISU INTEGRATED SERVICE UNIT PC PERSONAL COMPUTER. PLC . • PROGRAMMABLE LOGIC CONTROLLER •. • --- ---·· • RS-232C SERIAL INTERFACE CABLE ', "· ---------· DATA'.HIGHWAY INTERFACE CABLE· • ..:.;_ o --o -.· • PARALLEL PRINTER CABLE . ' ' -T' ·-T -• TELEPHONE CABLE ' \%@ © ~ n ~ ~ \D, . ;; ' • /I.PR \ l 1995 C-2961-B • • •. CAllrORNIA • coMMISSIOI'-• ' . ' .coASTAl 51 OISTR\C APPROVED ->' . 16TH STREET PUMP STATION • 1--~+---.!----~--------+--1 u~~iW ·;~9 , R.C.L NO.-=c.='- .........,. DATE t•·n-~i; ,,., f,, - • TELEMETRY SYSTEM BLOCK DIAGRAM DATE BY DESCRIPTION APF''D DESIGNED DRAWN CAC CAC CITY OF NEWPORT BEACH W-5231..:s E-11 REVISIONS CHECKED DATE HWP JAN. 1995 . ' • ' UTILITIES DEPARTMENT • SHEET PS500F PS6 · tlWG lAST EDITED BY: HFC USER. LOGIN TIME: JANUARY 24, 1995 6:05 AM DWG LAST EDITED ON: 01/24/95· 09:44:24 "' ',_. l' owe NAME:· Y:\3894A\SENP801 O.DWG • XREFS:, SGNP8001.dwg I .-..,. • , l?i._l--Lj I . . -- I, .....____. FIRE AND EMER;EN'.YCY. i • ALARM PANEL (CP-" FE") .. CP-"P~' . •. '---~I ... •. I I L l I t t I I A -. ~-----~--~-----~------~~-~--------.-~~-------~-~--~--] 2 '-I I I l_A PLAN FIRE •• & • EMERGENCY ALARMS '3/16"=1'-,Q" PAC£ F> No: [014059 ~ E,p.12-JJ-96 .4 8 16 SCALE IN FEET JOHN CAROLLO . ENGINEERS PHOENIX, AZ ' WALNUT CREEK, CA SANTA ANA, CA , SACRAMENTO, CA • ' • SAN BERNARDINO, CA • l\JCSON, AZ SAN OIECO, CA , B»:tRSflELD, CA VISALIA, CA • LOS ANGELES, CA . --,;. - I"" 4 J ~ 1 ~I~ I ' . . DATE BY • DESCRIPTION REVISIONS· -- l'tJ.·-------; :Si's''. I " c'"M 0 I IA R'"'M ' ,' if&\ • , I I - I I I • I -· 1 •. • I .-·, ,· , . ' • . 1 " '---~~/ ..•. -'• .- -.. NOTES: • -, .• J•• ; '· 1. uNLEss oTHERwIsE INDIcATED. ALL coNDuITs sHAi.L al:~":'. t" ;,., EXPOSED MOUNTED. EMBEDDED CONDUIT SHALL BE 1• _\-II_NIMUM.' • ; • 2. UNLESS OTHERWISE .INDICATED ON THE PLANS OR 'IN -THE SINGLE :, LINE DIAGRAMS, ALL POWER CIRCUITS SHALL _BE 3/4"C, 2/112, • •.• • •• .• 1#12 GND .... · . . • . .-• • ' '.<--' ·;. ;·{ . •• . , -. ' - -' - 3. AMMONIA ROOM. IS A CLASS 1, DIVISION 2, GROUP D ., HAZARDOUS AREA. ALL ELECTRICAL EQUIPMENT SHALL COMPLY WITH ARTICAL· 501 OF THE NATIONAL ELECTRIC CODE. CONDUITS EXITING THE -· AMMONIA ROOM SHALL HAVE CONDUIT SEALS INSTALLED -WITHIN-·'. 18" OF WALL OR FLOOR. • _ _ ~;: :. __ ,. '. ~: __ - 4:. CONDUITS EXITING THE CHLORINE ROOM AND THE EMERGENCY ./ • GENERATOR ROOM SHALL HAVE CONDUIT SEALS WITHIN, 18". OF WALL OR FLOOR. • -· . "• • . ' '·. ' . APR 1 1 1995 ' • •. CALIFORNIA COASTAL COMMISSIOl--s • · 'OUTH COAST DISTRI/': .. ··, ' . ' C-2961;._B APPROVED 16TH • STREET '.PUMP STATION ••. PUMP.STATION PLAN·.· . . -'.',-' FIRE & .. EMERGENCY ALARMS DESIGNED : DRAWN APP'D JGB HFC -CITY OF NEWPORT BEACH •• w-s231.:.s £-12 CHECKED . DATE· HWP • JAN. 1995 •. UTILITIES . DEPARTMENT -•. ,,.' SHEET f>S51.0F PSG2 DWG LAST EDITED , BY; HFC ·. USER LOGIN TIME: JANUARY .24, 1995 , 8:05 AM OWG LAST EDITED ON: 01/24/95 15:45:04· ... :. OWG NAME: Y:\3894A\SENPB014.DWG XREfS: SGNPBOOl,dwg I SENPB20,t:dwg I SSNPB20\,dwg I .SMNP810),dwg I· '',-, " .,· 3/4"C, 2#12 / L 14 / ' ~ .. / •' / CP-"FE" / ~ / / / FOR CONTINUATION REFER TO DRAWING E-12 , / A . ,. ' '. ~~ . -.. ·' ,;_" •·· • NOTES:_ .•. 1. UNLESS OTHERWISE INDICATED; Alic CONDUITS SHALL BE EXPOSED 2. MOUNTED. EMBEDDED CONDUIT SHALL: BE 1• 'MINIMUM. • uNLEss oTHERw1sE 1NrncATED oN THE PLANs oR· 1N '.THE s1NcLE _LINE DIAGRAMS, ALL POWER CIRCUITS .SHALL'BE'. 3/4"C; 2#12, 1#12GND.. ' ...• ' .-, ·.:. ~--: 3. . FOR FIRE AND EMERGENCY 'ALARM :·SYSTEM CONDUIT AND WIRE . REQUIREMENTS, REFER TO BLOCK DIAGRAM, "THIS SHEET .. -\)·, • . , ~ ~ --. _-. ',. c.: ~ ; , ' ,- , . .'.'-: ' ,·, • • ,I' 12 EXTENSION I PLAN FIRE AND CHEMICAL ALARMS ' ,, ..,_· TTB "B" 3/16' -• 0 H WALTER PAC£. ~ No. [014059 \:l r,p.12-31-96 * B.ECTRICAL CF CALI~ 0? V ' / -0 4 8 16 SCALE IN FEET JOHN CAROLLO ENGINEERS PHOENIX, AZ • WALNUT CREEK, CA SANTA .&.NA. CA • SACRAMENTO, c;A SAN BERNARDINO, CA • rucsON,. AZ SAN DIEGO, CA • BAKERSFlELO, CA VISALIA, CA · • LOS ANGELES, -CA EMERGENCY GENERATOR ROOM TELEMETRY ROOM PUMP • ROOM CHLORINE ROOM SCRUBBER ROOM AMMONIA ROOM EXTENSION { • DATE { { { 2 NOTE NOTE 2 E1 E -------1"C, 12 CONDUCTOR (PER MANUFACTURER'S REQUIREMENTS NOTE 2 3/ 4" C, 2 CONDUCTOR (PER MANUFACTURER'S REQUIREMENTS) 1.,J .... ' I ll. u ~ ..J w z ..: . a. . ..J ~ 1-z 0 u t; z UJ C) • <>:: w :::ii w a ~ w <>:: Li: NOTE 2 .------NOTE 1 NOTE 2 Fl <>:: G:l Fl} EMERGENCY GENERATOR ROOM F 1 } TELEMETRY ROOM PUMP ROOM. Fl } CHLORINE ROOM · } •. SCRUBBER .. • ROOM ,} AMMONIA ROOM 3/4"C, 2 CONDUCTOR (PER MANUFACTURER'S REQUIREMENTS) • 3/4"C, 2#12, t#12GND. 120V CIRCUIT >------------'.....-! 1"C, 41/12 (AMMONIA &: CHLORINE ALARMS) I--"-#---'--'-'-----<-FROM CP-"PS" LB15 t"C, 8/112 (FIRE &: EMERG. ALARM &: TROUBLE) TO AUTODIALER VIA CP-"PS" 1·c. 2#12 (SPRINKLER WATER P1PE RISER FLow. sw1TcH) • NOTES: . • ' 1. ,,.·c: 6. coNDucToR (PER MANUFAcTuRER·s REQUIREMENTS). • 2: 3/4"C, 4 CONDUCTOR (PER MANUFACTURER'S REQUIREMENTS). ' . . . . BLOCK DIAGRAM ·-FIRE AND EMERGENCY ALARM SYSTEM . BY '"'· . ~-',, ·:,; ' ' • ' • '' " s DESCRIPTION • ' • REVISIONS ' o' • ' .. ,- ,. -·{'_,-- -<..: t .. -:' . . APRI 11995-·· ~ . ' ·.:,/ . • • CALIFORNIA: . . . _. ·•• •. COASTAL coMM1• ··or-. i • O' '..'' -. 'OUTH COAST .DlSiRlt . • • ,,. / : {\"• -, -➔ ---0 --, -; AP~ROVED 38799 C-2961-B 16TH 'STREET. PUMP. ST.ATION EXTENSION PLAN -• FIRE AND EMERGENCY ALARMS APP'D DESIGNED· •, ' JGB ORAWN HFC CITY OF NEWPORT BEACH w.::.5231-s E-13 CHECKED ·. HWP' DATE JAN.1995. UTILITIES DEPARTMENT SHEET PS520F PS62 DWG lAST EDITED BY,·HfC • USER.LOGIN TIME: JANUARY,· 24.: 1995 8,QS·AM -- • _,•t~' .-, -": • • • • •-: ~ , • • ·OWG lAST EDITEO·ON: 01/24/95 09:11:15 DWG NAME:_Y:\.3894A\SENPB015.DWG • • · . XREFS: :sGNPB001.dwg I SENPBt 08.dwg I SSNPB)3J.dwg I