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HomeMy WebLinkAboutW_5230_SUTILITIES DEPARTMENT IJJ-5Z3f_c; 16TH STREET RESERVOIR AND PUMBxST ATION 3.0 MILLION GALLON RESERVOIR CONSTRUCTION PLANS C-2961-B APPROVED BY : DATE: PREPARED BY: ,--~--z:rv~1 ~£ti~~----DATE: • PRINCIPAL N C.llA.O".r.a:. R.C.E. 29275 DANIEL BOYLE ENGINEERING, INC. RECORD DRAWING l'lllS lS A RECORD DRMIDIG OF tlE FACILITIIIS IDl!IITIFJII). IN l1I£ TlTLf. BtOCI OIILl MID HAS 8m l'REPAREll lit PAlIT ml TRI BASIS Of INFORMATION COHPILBD ~ND PIJRHISIIBD SY O!'lll!IS. 11IE ENGINEER AND ClWHER(S) WIIJ. NOi' Bl DSPOIISJBLE FOR ANY l!RRORtS) ,)R OMISSION(S) WlllCII HAVE BEEII INCORl'ORATED INTO TRIS DRAWillG. AcruAL OIIDlTIOIIS WIIJ. VARY SOMNIAT FR<I! 11lf. COIDJTlONS $l10III IIERfJIN AHi> AT SatE LOCATION~ 11ll VARIANCE MAY Bl! LAIGE If 11IE PRll:ISE LOCATION OF di' fACIUn 15 lllluliiil, l1II! FACILITY SHOULD BE FIELD LOCATED Ill 'IRE MSSJ!IIQ! OP All. P.IIPI.OID OP 'I'll DISTRicr o, Tim --<■l GI' 1111 OTILITIIIII IIVOLVED 5ee vJ-fZ-3/-S F o r p .,.,,.,,,.. p '> f &i ./;:,,,,. W-5230-S tl-1 SHEET RI OF R27 C,\PROJECTS\N03\103\TITLESHT.DWG 5/1/94 PLOT AT lal D-349 I I I - l I \ l ( I . BAKER ~ fi! s,., ~~ ~ = ~(f, COW:GE CITY OF COSTA MESA CITY OF I I " IRVINE "1CTORIA ~ 191H ST. -INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE GENERAL ST. llll\£Rg fl PACtFtc I. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL U.C.I. CODE INBMCI, 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 5:00 PM MONDAY THROUGH FRIDAY. WORK ON SATURDAYS WILL REQUIRE SPECIAL PERMISSION FROM THE CITY. 0NO WORK WILL BE ALLOWED ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY ANO 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. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. CESSPOOLS ANO SEPTIC TANKS SHALL BE ABANDONDED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. 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. II. 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 ANO EITHER ASTM 270!, ASTM 01527, ASTM D3034 OR ASTM Dl785. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL ANO WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020. EROSION CONTROL ____ 30 .. w----______ 16TH STREET I I , _ ....... i r I I' I I EXISTING STORM DRAIN*: r 1 , II I II FUTURE PUMP STATION I I / ACCESS ROAD~: 1 ~ I i I ' l I / -----:7 I PROPOSED I RESERVOIR I I I A-4-----'i<~v (' I -+-/ \_EXISTING STORM DRAIN EXISTING UTILITIES YARD APPROXIMATE LIMITS OF GRADED PAD \ ~ LtL__J • w z .J >-f- 11: w Q. 0 a: In. I RECORD DRAWING l'IUS lS ~ RICORD DRMIIJIG OF '1111! FACILITIES lllEIITIFIED Ill ffll Tl TI.E BLllCI ONLV AND IIA8 BE1!11 PREPARED It PART OI 1115 BASIS OF INFORMATION Cll'IPILl!I> \ND FUIINISllllll SY <fflll!RS, TII£ ENGINEF.R AND <1WNER( S) WIIJ. NOT BE IIISPOIISJBLE. FOl1 ANY ERRORlS) ilR OMISSION(S) WHICH LOCATION MAP RAVI! BEEII INCORPORATED Ilffl) 11IIS DRAWING. ACTUAL CQIDJ TIONS WIIJ, V ARl SO!ff.WAT FRO! lllf. COIIDITIONS SHOWN IIFJIDlN AND AT Sll!I', LOCAnONS THF VARIANCE flAY BB LARGE IF THE l'RIICISI UJCATION OF AIIT FACILlTY IS tiUlldD, l'IE FACILffl SHm D \IE FIELD LOCATED Ill THB PMUiiM or AJ.IH'UJIBI OF tu DUTRicr Ill TB£ aD<Sl OF m UTD.l'lIII DmlLYED GRADING NOTES 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; OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS I. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 95 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 95 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, ANO 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. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. IZI ~ ANY EXISTING IRRIGATION LINES ANO CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED ANO APPROVED BY THE SOILS ENGINEER. THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER SHALL, AFTER CLEARING AND 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 ANO CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE ANO GRADE. 10. 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. II. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. NOT TO SCALE 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 I. 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, 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 ANO 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 ANO THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO 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 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. EMERGENCY TELEPHONE NUMBERS I. 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. ~ LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN CONFORMANCE WITH CHAPTER 15 OF THE NBMC. AGENCY NUMBERS DAYTIME 634-3028 835-5200 259-4458 644-3011 962-2411 542-6222 1-800-422-4133 NIGHTTIME 634-3129 1-800-325-6477 611 3. BETWEEN OCTOBER 15 ANO MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE ENO 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 ENO 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 DESIL TING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. I. REOUiREP INSPECTIONS A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: UTILITIES DEPT., GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS DESIGN CIVIL ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING ANO 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 ANO SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION ANO CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. US. THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS ANO ATTEST TO THE STABILITY OF THE SLOPE ANO ADJACENT STRUCTURES UPON COMPLETION. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAUL TED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH !UTILITIES DEPT.) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION UNDERGROUND SERVICE ALERT Underground Servjce Alert DANIEL BOYLE ENGINEERING, INC. BASIS OF BEARINGS; BENCH MARK: [ZJ INDICATES NOTE IS NOT APPLICABLE TO THIS PROJECT -cYCMJJ. ~ 48756 11.J.'t Jo,s O.C.B.M. NB 5 12 70 ELEV. 110.417 ADJ. 1976 644-3717 962-2411 542-6222 1-800-422-4133 GENERAL NOTES I. 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. 2. STATIONING REFERS TO THAT INDIVIDUAL PIPELINE ONLY. EACH PIPELINE HAS ITS OWN UNIQUE STATIONING. 3. 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. 4. ALL STEEL PIPE SHALL BE CEMENT MORTAR LINED, TAPE WRAPPED ANO BUTT WELDED PER THE SPECIFICATIONS UNLESS OTHERWISE INDICATED. 5., PIPELINE DISTANCES SHOWN IN PROFILE ANO IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE 151 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 151 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR!Sl SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7 ABOVE FROM CAL-OSHA. 9. ALL DRAIN LINES ANO WATER LINES SHALL BE BEDDED PER CITY STD-I06-L UNLESS OTHERWISE STATED. 10. DUCTILE IRON PIPE SHALL BE CLASS 52 !UNLESS OTHERWISE STATED) ANO SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.26 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED. II. 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. 12. FLEX ANO TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED. 13. PIPE HARNESS ASSEMBLIES AND VALVE AND FITTING RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS ANO WASHERS. 14. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 15. 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 ANO 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. 16. ALL UTILITIES SHOWN IN THE PROFILE ARE EXISTING UNLESS STATED OTHERWISE. IT. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATION OF TIE-INS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CITY OF ANY DISCREPANCIES. 18. ALL MECHANICAL JOINT WATER FITTINGS SHALL HAVE RETAINER GLANDS. 19. THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT SOILS REPORT TITLED "OF GEOTECHNICAL EXPLORATION GROUNDWATER DEVELOPMENT PROJECT -PHASE II EXPANSION", PREPARED BY CONVERSE CONSULTANTS DATED NOVEMBER 3, 1993 AND ALL SUPLEMENTAL REPORTS. 20. THE NORTHING AND EASTING ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, ZONE 6. 2t. "KEY NOTES" ARE PROVIDED FOR REFERENCE. SHEET (Sa-i\ ~ --C-4 M-1 M-2 M-3 M-4 M-5 M-6 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 - I - 3 DESCRIPTION TITLE SHEET SHEET INDEX GENERAL NOTES, VICINITY MAP, LOCATION MAP AND SHEET INDEX SYMBOL LEGEND, ABBREVIATIONS, KEY NOTES AND CONSTRUCTION NOTES GRADING PLAN RESERVOIR AND VAULT PIPING PLAN PIPELINE PROFILES PIPELINE PROFILES OUTLET VALVE VAULT DRAIN VALVE VAULT INLET VALVE HATCH ANO ACCESS HATCH OVERFLOW OUTLET RESERVOIR PIPE PENETRATIONS MISCELLANEOUS DETAILS • FOUNDATION PLAN AND SECTIONS ROOF PLAN AND STRUCTURAL NOTES FOUNDATION REINFORCING PLAN AND DETAILS TYPICAL EXTERIOR WALL-SECTIONS AND DETAILS TYPICAL INTERIOR WALL-SECTIONS AND DETAILS ROOF REINFORCING PLAN -EAST /WEST REINFORCING ROOF REINFORCING PLAN -NORTH/SOUTH REINFORCING ROOF OPENINGS -PLAN AND DETAILS OUTLET VALVE VAULT -PLANS ANO SECTIONS DRAIN VALVE VAULT -PLANS ANO SECTIONS STRUCTURAL DETAILS ANO SECTIONS ELECTRICAL PLAN SECTIONS ANO DETAILS SCHEMATIC AND WIRING DIAGRAM C-2961-B APPROVED 3.0 MILLION GALLON 16TH STREET RESERVOIR 38799 Coll: TOLL FREE 1-800 422-4133 PROJECT ENGINEER RCE NO. DATE BASED ON AN INVERSE BETWEEN O.C.E.M.A. G.P.S. POINTS 6231 AND 6258, LOCATED AT I91h a WHITTIER AND 17th a WHITTIER, RESPECTIVELY, INAD 831 IN THE NORTHWEST PART OF THE INTERSECTION OF MONROVIA AVENUE AND 16th STREET, 32 FEET EAST OF THE CENTERLINE OF MONROVIA, 27 FEET NORTH OF THE CENTERLINE OF 16th STREET, IN THE TOP 3·10-'15 D" A I/\ /i!E:V/Sl:lJ .SHE:E:TJ G·/,G·2, C·2,.S·II, E·I It <> LJ.:; E·i'. GENERAL NOTES, VICINITY MAP, LOCATION MAP AND SHEET INDEX BEING S00'I9'I0"W 41006 TWO WORKING DAYS BEFORE YOU DIG PROJECT MANAGER" RCE NO. DATE OF THE SOUTHWEST CORNER OF A CONCRETE SLAB, LEVEL WITH SIDEWALK. DATE BY DESCRIPTION REVISIONS APP"D DESIGNED DGA DRAWN MJR CITY OF NEWPORT BEACH W-5230-5 G-2 CHECKED RJO DATE 1/95" UTILITIES DEPARTMENT SHEET R2 OF R27 C:\PROJECTS\N03\103\NOTESHT.DWG 1/23/95 PLOT AT lad 0-349 ~ z I u 5 ij " D m n 0 • TI JJ 0 " m D C TI ~ " ~ • ' , 0 C z 2 < m g m • " ~ 0 ' ~ " ~. v " z "' n I: ~ ll "' .. r N SYMBOL LEGEND • 0 't:J D POWER POLE MANHOLE FIRE HYDRANT METER BOX --P4-VALVE . -POWER POLE ANCHOR MONUMENT -X-X-X-FENCE BLOCK WALL 0 co TREE SHRUBBERY A AC ADJ AFF AVE AWWA B.C. BLVD C C.B. CITY CKT CL CML CMLBTW CONST CR ct DIA DC D.I.P. DR E E.C. ABBREVIATIONS AMPS ALTERNATING CURRENT ADJUSTED ABOVE FINISH FLOOR AVENUE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BOULEVARD CONDUIT, COMMON CATCH BASIN CITY OF NEWPORT BEACH CIRCUIT CLASS CEMENT MORTAR LINED CEMENT MORTAR LINED B TAPE WRAPPED CONSTRUCTION CONTROL RELAY CENTERLINE DIAMETER DIRECT CURRENT DUCTILE IRON PIPE DRIVE EAST OR ELECTRIC END CURVE N N.B. NO.(S) NPT. NTS o.c. O.C.B.M. O.C.E.M.A. P.C.C. P.C.F. P.E. PROP. PR P.S.F. PT PVC PWR R.C.E. RD. s S.C.E. SCH SH ST NORTH NEWPORT BEACH NUMBER(S) NEWPORT NOT TO SCALE ON CENTER ORANGE COUNTY BENCH MARK ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY PORTLAND CEMENT CONCRETE POUNDS PER CUBIC FOOT PLAIN END PROPOSED PROBE RELAY POUNDS PER SQUARE FOOT PRESSURE TRANSMITTER POLYVINYL CHLORIDE PIPE POWER REGISTERED CIVIL ENGINEER ROAD SEWER OR SOUTH SOUTHERN CALIFORNIA EDISON SCHEDULE SHIELDED ASPHALT PAVEMENT BRICKWALK CONCRETE EL. OR EXIST. FIG F.I.P. FLG ELEV. ELEVATION EXISTING FIGURE STD. SD S.E. SHUNT TRIP OR STREET STANDARD STORM DRAIN STRUCTURAL ENGINEER PIPELINE ST A TION STREET LIGHT BUILDING PROPERTY LINE ---t_---CENTERLINE ----5----SEWER LINE ------W-WATER LINE ---G ---GAS LINE --E--POWER LINE -TEL--TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :0: STREET LIGHT 0 CONSTRUCTION NOTE 0 KEY NOTE @ RESERVOIR GRID LINE 4 ANGLE POINT G GA G.B. GND GFI G.P.S. HHL HMWPE HWY I.D. INV. I.P. LLL LIT LS MADC MIN. M.I.P. M.J. Q)-, PERFORATED PVC SUBDRAIN/WALL DRAIN SOLID PVC SUBDRAIN/WALL DRAIN JUNCTION BOX -flt ~ ~ 0-i ~ 0-, / ~ 0 a...L..o TOGGLE SWITCH MOUNT +42" AFF CIRCUIT B DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPT ELECTRIC EXHAUST FAN MOTOR LEVEL INDICATING TRANSMITTER FLOAT SWITCH WALL MOUNTED LIGHT FIXTURE CIRCUIT b MANUAL MOTOR STARTER MOUNTING HEIGHT +40" AFF SHUNT TRIP EXPOSED CONDUIT BURIED CONDUIT MANUAL MOTOR STARTER NORMALLY CLOSED PUSH BUTTON SWITCH (STOP) NORMALLY CLOSED CONTACT ELECTRICAL GROUND FEMALE IRON PIPE FLANGE GAS OR GREEN GAUGE GRADE BREAK GROUND STA. ST.LT ST. STA. TB TC TDR STREET STATION TERMINAL BLOCK TIME CLOCK GROUND FAULT INTERUPT GLOBAL POSITIONING SYSTEM HIGH HIGH LEVEL TELE THK. TYP. U.C.I. TIME DELAY RELAY TELEPHONE THICK TYPICAL HIGH MOLECULAR WEIGHT POLYETHYLENE HIGHWAY VAC UNIVERSITY OF CALIFORNIA AT IRVINE VOLT ALTERNATING CURRENT INSIDE DIAMETER INVERT ELEVATION IRON PIPE LOW LOW LEVEL w WP WWM XMTR WATER OR WEST WEATHERPROOF WELDED WIRE MESH TRANSMITTER LEVEL INDICATING TRANSMITTER LEVEL SWITCH 2C 2P TWO CONDUCTOR TWO POLE MILLIAMP DIRECT CURRENT MINIMUM 30A 30 AMPS MALE IRON PIPE MECHANICAL JOINT [Q 0 0 0 0 0 0 0 [!] [§] 0 @] @] ~ @] ~ @] KEY NOTES RESERVOIR GRID SYSTEM. ALL DIMENSIONS ARE SHOWN FROM GRID LINES. 3.0 MILLION GALLON REINFORCED CONCRETE RESERVOIR, SEE SHEET NOS. S-1 THROUGH S-8 AND S-11. OVERFLOW OUTLET, ACCESS HATCH AND RETAINING WALL PER DETAIL I, SHEET NO. M-4 AND SHEET NO. S-8. DRAIN LINE VALVE VAULT , APPURTENANCES AND FLEX COUPLINGS PER DETAIL I, SHEET NO. M-2 AND SHEET NO. 5-10. CONTRACTOR SHALL ROPE PIPE AS NECESSARY TO MAINTAIN ALIGNMENT AND OFFSETS SHOWN. INLET PIPE, FLEX COUPLINGS AND ACCESS HATCH PER DETAIL I, SHEET NO. M-3 AND SHEET NOS. S-1 AND 5-8. 36" OUTLET LINE, REFER TO 16TH ST PUMP STATION CONST. PLANS 30" INLET LINE, REFER TO 16TH ST PUMP STATION CONST. PLANS LIFTING EYE PER SHEET NO. S-9. LIFTING EYE ABOVE EACH 36" BUTTERFLY VALVE PER SHEET NO. 5-9. 8" FLEX COUPLINGS PER DETAIL I, SHEET NO. M-5. 36" FLEX COUPLINGS PER DETAIL 2, SHEET NO. M-5. OUTLET VAL VE VAULT, APPURTENANCES AND FLEX COUPLINGS PER DETAIL I, SHEET NO. M-1 AND SHEET NO. 5-9. FUTURE FINISHED SURF ACE BY OTHERS. 8" PERFORATED PVC SUBDRAIN/WALL DRAIN SHALL TRANSITION AT THIS LOCATION TO SOLID PVC PIPE. THRUST RING DESIGN, SEE DETAIL 2, SHEET NO. M-6. 4' x 6' CONCRETE PAD BELOW THE ACCESS HATCH WITH STEPS TO RESERVOIR BOTTOM PER SHEET NOS. S-1 AND 5-11. INDICATING LIGHT R=RED, G:GREEN, Y=YELLOW, W:WHITE NORMALLY OPEN CONTACT ~ @] §] REINFORCED CONCRETE RETAINING WALL AS SHOWN ON SHEET NO. 5-8. RAILING AND SUPPORT POSTS WILL BE INSTALLED BY OTHERS. PLASTIC POST SLEEVES TO BE INSTALLED PER SHEET NO. 5-8. cl.,, @ ,,,..----... TIMED CONTACT NORMALLY CLOSED TIME OPEN LEVEL SWITCH NORMALLY OPEN MAINTAINED ON-OFF SELECTOR SWITCH ELECTRIC MOTOR FLEXIBLE CONDUIT SHIELDED CABLE (GROUND) CIRCUIT BREAKER -20 AMP RECORD DRAWING •s U a 1111C011D llRMIIIIG a, 1& l"M:lL1Tm lDIITIFIID Ill m Tl n.t BLIICl ca.Y AND RAS BIIBli l'RIIPARED [II PdT OIi 1D BASIS Of Dll'OIINATIOII C01PILl!D AND PURNISIIBD IY CJIIIBRS. 111E F.IIGIIIEl!R AND IMIER(S) WILL NOT Ill lll9POIISJ8LE, FOR 1111Y ERROR\S) .JR IJIISSION(S) llllal HAYE B8E11 IIIO)RP(JRATED INTO 1111S DRAWING. ACTIJAL CDDJTIONS WILL VARY SOIIEWHAT FRO! 111! COIIDITIONS SH0111 IIERSlN AND AT SOME LOCATIONS THi VARIANCE IIAY 88 WIG! If 111E PRBCISE LOCAnOII Of ANl' FACILlT't ts llllllllllED, 1'BE FACil.lTY SHOULD BE FIELD I.OCA'f!!D IN 1'111 PISPICI! OF All. P.HPLO'llE Of' TIIE DISTRICT OR TH! all{Sl OF 'l1IE UTILITIES INVOLVED ~ §] ~ §] ~ §1 ~ ~ ~ §1 ~ FOR STRUCTURAL DESIGN OF CONCRETE PIPE ENCASEMENT, SEE SHEET NO. 5-11. FOR INSTALLATION OF WATER STOP, SEE SHEET NO. S-11. SEE SHEET NO. M-5 FOR PIPING UNDER AND THROUGH RESERVOIR FLOOR. 6" OVERHANG WITH 2" DRIP NOTCH AS SHOWN ON SHEET NO. S-8. RESERVOIR ACCESS HATCH PER DETAIL 2, SHEET NO. M-3 AND SHEET NO. S-8 LEVEL TRANSMITTER PER SHEET NO. E-1. DIMENSIONS ARE FOR REFERENCE ONLY. SEE SHEET NO. M-6 FOR WALLDRAIN/SU8DRAIN SECTION ELECTRICAL TERMINAL BOX AND RELATED CONDUIT PER SHEET NO. E-2 SEE SHEET NO. M-4 FOR CONTINUATION OF VAULT VENT PIPING AND VENT STACK LOCATIONS. REFER TO THE 16TH ST PUMP STATION CONSTRUCTION PLANS AND SPECIFICATIONS FOR CONTINUATION OF VAULT VENT PIPING AND ELECTRICAL CONDUIT. ELECTRICAL AND TELEMETRY CONDUITS PER DETAIL I, SHEET NO. E-1 0 ® @ 0 © © 0 ® @) ® @ @ e @ ® ® @) ® @) @ @ @ (§ @ @ @ @ @ @) ® @ @ (§ @ @ ® @ @ @ @ @ @ 8 CONSTRUCTION NOTES INSTALL 12" PVC SCH 80 VENT PIPE INSTALL PVC VENT STACK AS MANUFACTURED BY ARMOUR-CAST COMPANY MODEL NO. UPSRK-8. 8" BUTTERFLY VALVE IFLG x FLG). INSTALL PIPE SUPPORT ASSEMBLY PER CITY STD-522-L. CONSTRUCT THRUST BLOCK PER DETAIL 4, SHEET NO. M-6. INSTALL 4' x 6' STAINLESS STEEL ACCESS DOOR U.S. FOUNDRY NO. THD 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 AND INSTALL 1-1/2" CAP. INSTALL 14" 316 STAINLESS STEEL LADDER PER OSHA REQUIREMENTS WITH TWO SIDE RAIL EXTENSIONS IONE ON EACH SIDE OF RAIL) AND SAF-T-CLIMB FALL PREVENTION DEVICE. SECURE LADDER TO WALL PER SHEET NO. S-11. INSTALL REMOVABLE FIBERGLASS GRATING OVER 3' x 3' x 3' DEEP CONCRETE SUMP. FIBERGLASS GRATING SHALL BE McNICHOLS CORGRATE FIBERGLASS GRATING WITH 1-1/2"x5/16" BEARING BARS AT 1-3/16" O.C. INSTALL "LINK SEAL" WALL SLEEVE AND INTER-LOCKING RUBBER LINK MECHANICAL GLANDS AS MANUFACTURED BY THUNDERLINE CORPORATION. INSTALL 8" "LONG SLEEVE" FLEXIBLE COUPLING (DIP x DIP). INSTALL 12" "LONG SLEEVE" FLEXIBLE COUPLING (DIP x DIP). INSTALL B" DIP CLASS 52. IMJ x MJ) INSTALL 8" DIP CLASS 53 (FLG x PE). INST ALL 8" DIP TEE (FLG x FLG). INSTALL 8" x 12" DIP ECCENTRIC REDUCER (FLG x FLGI. INSTALL 12" DIP CLASS 53 lFLG x PE). INSTALL 12" DIP CLASS 52 (PE x PEI. INSTALL SUBMERSIBLE SUMP PUMP, ZOELLER MODEL NO. M137 OR APPROVED EQUAL. INSTALL 1-1/2" x 2" BRASS OUTSIDE HEX PIPE BUSHING. INSTALL 2" HOSE ASSEMBLY MADE FROM 2" I.D. x 3"-0" LONG LOW PRESSURE RUBBER HOSE WITH 2" F.I.P. SWIVEL BRONZE CONNECTOR ON ONE END AND 2" M.I.P. BRONZE COUPLING ON THE OTHER END. INSTALL 2" PVC MALE ADAPTER (THREADED x SOLVENT WELD). INSTALL 2" SCH 80 SOLVENT WELD PVC PIPE. INSTALL 2" M.I.P. x F.1.P. BRONZE CHECK VALVE. INSTALL 8" SCHEDULE 80 PVC DRAIN PIPE INSTALL 2" SCH 80 SOLVENT WELD PVC 90° BEND INSTALL 2" (SOL VENT WELD x THREADED) NYLON BUSHING INSTALL 30" x 24" CMLSTW FORGED STEEL CONCENTRIC REDUCER (PE x PEI. INSTALL 8" SCH 80 PVC CAP. INSTALL "GRIPSTRUT" CHANNEL ANCHOR WITH ALL STAINLESS STEEL HARDWARE AND ·cue SYSTEM" CONDUIT FASTENERS. INSTALL 8" SCH 80 SOLVENT WELD 45• BEND. CONTRACTOR SHALL REMOVE BRICK AND MORTAR PLUG AT EXISTING JUNCTION STRUCTURE AND INSTALL 12" DRAIN LINE. DRAIN LINE SHALL FIT FLUSH WITH THE INSIDE OF THE JUNCTION STRUCTURE. CONTRACTOR SHALL VERIFY CONNECTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE. INSTALL 2" M.I.P x M.I.P BALL VALVE. INSTALL 2-1/2" x 2" NYLON BUSHING. INSTALL CAST IRON GRATE AND FRAME ALHAMBRA NO. A-2010 OVER 1'-6" SQUARE x 2' DEEP CONCRETE SUMP. INSTALL 36" STYLE 44 VICTAULIC COUPLING. 36" CMLBTW STEEL PIPE SPINDLE (FLG x SHOULDERED END! l'-10" LONG. INSTALL 36" "LONG SLEEVE" FLEXIBLE COUPLING ISTEEL x STEEL). INSTALL 36" BUTTERFLY VALVE (FLG x FLGI. INSTALL 36" CMLSTW FORGED STEEL TEE (FLG x FLGJ. INSTALL 36" CML STEEL PIPE SPINDLE IFLG x PEI 3'-0" LONG. INST ALL 36" CMLBTW STEEL PIPE (PE x PE). INSTALL PLASTIC STRIP WITHIN SADDLE (1/4" MIN. THICKNESS). INSTALL 24" BUTTERFLY VALVE (FLG x FLGJ. 24" STEEL PIPE WITH 1/2" THICK THRUST RING (FLG x PE). ALL EXPOSED PORTIONS OF FLANGE OR OTHER METAL WITHIN THE RESERVOIR SHALL BE EPOXY COATED. INSTALL ADJUSTABLE PIPE SADDLE SUPPORT, GRINNEL FIG NO. 264 OR APPROVED EQUAL. INSTALL 12" x 12" x 3/4" 316 STAINLESS STEEL BASE PLATE WITH 4 -3/4" DIA. HOLES. INSTALL 12" DIP CLASS 52 (MJ x MJ). DANIEL BOYLE ENGINEERING, INC. @ @ @ @ @ @ @) @) @ @) @ @ @) @ ~ @ @ @ @ @ @ @ @ §) @ @) @ @) ® @ @ (§ @ @ @) @) @ @) ® INSTALL 4" SCH BO 316 STAINLESS STEEL PIPE AND WELD TO BASE PLATE. INSTALL 4 -5/8" 316 STAINLESS STEEL CHEMICAL ANCHORS INTO FLOOR SLAB. EMBED ANCHORS 8" INTO FLOOR. LOCATE ANCHORS TO CLEAR REINFORCING. ATTACH TO BASE PLATE WITH 316 STAINLESS STEEL NUTS AND BOLTS. INSTALL 24" CMLBTW STEEL PIPE (PE x PEI. INSTALL BLOWER PER THE SPECIFICATIONS AND MOUNTING PLATE PER DETAIL 6, SHEET NO. M-6 RAISE EXISTING MANHOLE SHAFT AND STEEL PLATE COVER TO 2' BELOW FINISHED SURFACE. INSTALL 30" CML8 TW STEEL PIPE (PExPE). CONSTRUCT THRUST BLOCK PER CITY STD-510-L. INSTALL STAINLESS STEEL SERVICE CLAMP WITH 2-1/2" I.P. THREADED OUTLET. INSTALL PIPE SUPPORT ASSEMBLY PER DETAIL I, SHEET NO. M-6. INSTALL 24" "LONG SLEEVE" FLEXIBLE COUPLING (STEEL x STEEL). INSTALL 24" CML8TW FORGED STEEL TEE (PE x PE). INSTALL 5' x 5' STEEL ACCESS DOOR U.S. FOUNDRY NO. THD WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGE, 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 AND INSTALL 1-1/2" CAP. INSTALL McNICHOLS CORGRATE FIBERGLASS GRATING WITH 1-1/2" x 5/16" BEARING BARS AT 1-3/16" O.C. PER SHEET NO. S-8. INSTALL 36" CMLSTW FORGED STEEL LONG RADIUS 90" BEND (PE x PE). INSTALL 24" CMLBTW FORGED STEEL LONG RADIUS 90' BEND (PE x PE). INSTALL 8" DIP 45• BEND (MJ x MJ). 36" CML8TW STEEL PIPE (PE x SHOULDERED END). EXTEND TAPE WRAPPING 6" INSIDE VALVE VAULT. EMBED 141 5/8" 316 STAINLESS STEEL ANCHOR BOLTS IN CONCRETE SLAB AS SHOWN. ATTACH TO BASE PLATE WITH 316 STAINLESS STEEL NUTS AND WASHERS. 316 STAINLESS STEEL VALVE STEM EXTENSION MOUNTED TO ACCESS SHAFT AT TWO LOCATIONS WITH 4 -3"x3"xl/4" 316 STAINLESS STEEL "L" BRACKETS (ONE ON EACH SIDE OF EXTENSION). BRACKETS SHALL BE WELDED TO THE STEM EXTENSION AND BOLTED TO THE ACCESS SHAFT WITH 3/4" 316 STAINLESS STEEL BOLTS 12 PER BRACKET). INSTALL 24" BUTTERFLY VALVE OPERATOR. INSTALL 8" DIP (FLG x MJ) ADAPTER. INSTALL 5' x 5' x 1/2" 316 STAINLESS STEEL PLATE AND WELD TO SUPPORT PIPES. INSTALL 36" CML8TW FORGED STEEL LONG RADIUS 90" BEND (FLG x PE). INSTALL 36" CML8TW STEEL PIPE (PE x PEI WITH 2 -3" SEEP RINGS, INSTALL 12" X 12" X 3/4" 316 STAINLESS STEEL BASE PLATE WITH 4-3/ 4" DIA HOLES. INSTALL 8" DIP go• LONG RADIUS BEND (FLG X FLGI. INSTALL 8" DIP (FLG x PE) WITH 3• SEEP RING, LENGTH = 28-1/2". INSTALL JOINT HARNESS ASSEMBLY PER THE LATEST EDITION OF AWWA M-11. CIRCUMFERENTIALLY OFFSET FROM ADJACENT HARNESS ASSEMBLY TO ALLOW FOR ASSEMBLY/DISASSEMBLY. 36" CMLBTW STEEL PIPE (PE x PEI. EXTEND TAPE WRAPPING 6" INSIDE VALVE VAULT. INSTALL FOUR(4) 4" x 9" PLAQUES CORRECTLY LABELING EACH SUBDRAIN AS FOLLOWS: -CELL NO.I WALL SUBDRAIN -CELL NO.I FLOOR SUBDRAIN -CELL N0.2 WALL SUBDRAIN -CELL N0.2 FLOOR SUBDRAIN INSTALL 3/4" TYPE 'K' COPPER TUBING AND FITTINGS INSTALL 2-1/2" x 3/ 4" NYLON BUSHING INSTALL 3/4" BRASS MALE ADAPTER (THREADED x COPPER) INSTALL 3/4" (COPPER x COPPER! BALL VALVE INSTALL 3/4" TYPE 'K' COPPER TEE INSTALL I" WIDE x 1/8" THICK 316 STAINLESS STEEL FRAME. WELD FRAME TOGETHER IN CORNERS AND TACK WELD SCREEN TO FRAME. 3/8" 316 STAINLESS STEEL BOLTS AT 12" 0.C. BOLTS SHALL BE REMOVABLE FROM THE INSIDE OF THE HATCH ONLY. INST ALL 12" DIP 45° BEND (MJxMJ). INSTALL 8" SCHEDULE 80 PERFORATED PVC SUBDRAIN/WALLDRAIN INSTALL 8" SCHEDULE BO PVC 45" BENDS INSTALL 8" SCHEDULE 80 PVC 45' WYE INSTALL 12" PVC SCHEDULE 80 LONG RADIUS BEND INSTALL 3/4" TYPE 'K' COPPER 90' BENO INSTALL 8" SCH 80 PVC 90° WYE I C-2961-B APPROVED .L 3.0 MILLION GALLON 16TH STREET RESERVOIR baAAJ ~ t----+----+---------------+---t / f. UTl~ITlu-.rJIRECTOR PROJECT ENGINEER 48756 lf,-'1-i"J> \ R.C.E. NO. l---+---+--------------+---1 RCE NO. DATE /1-,/ '·"-" DATE ~t~-1'=:\~·~~~5 ___ _ 3•/0·"/S DGA L.!...:. 1 /1, (1, 38799 41006 ,J,.,/,. ....:.;.c:..=..;,___ ,:..C..C.,'--'"'-- RCE NO. DATE DATE BY DESCRIPTION APP'D DESIGNED DGA DRAWN MJR REVISIONS CHECKED RJO DA TE 1/95 SYMBOL LEGEND, ABBREVIATIONS, KEY NOTES AND CONSTRUCTION NOTES CITY OF NEWPORT BEACH w.-52M-S I G-3 UTILITIES DEPARTMENT SHEET R:3 OF R27 C,\PROJECTS\N03\103\SYMBSHT.DWG 1/23/95 PLOT AT 1=-1 D-349 N ...... -4" LIMITS OF • ' ., I 0 I 1 ) ') --~,.,...,-v .<. ,, i a z 20 40 60 80 I I I I SCALE: 1" • 40' •, I APPROXIMATE INTERIM GRADING BY THIS CONTRACT~ / / 0 . . 4 77.67' EL. -----~-------------I. . ...:::J.!. ~ ~EXISTING STORM DRAIN w z ---- 2·.o· 31'-4" ---- 6'-7" 0 ---- • .. 4 16'-3" --. ..J ::c 0 1- <C :E 77,67' EL I ; . .---;-, I -------.. 2'-0"' 6'-7" 16'-3~ DANIEL BOYLE ENGINEERING, INC. be>,f-~., 48756 I)).. 'r-/"I> PROJECT ENGINEER RCE NO. DATE &c, -/~j.5 D0A ... l d~ fl \""' ',J~--I ' -'~r DATE BY 41006 1'1, ,. PROJECTlMANAGER RCE NO. 'DATE . - EL. -1-72,67 - _t ~ La-FLOOR SLAB 77.67 EL "'--- 0 ---------- .., I!.! • w 0.., r:-: 0:: NW >-.. 3: . ------ ---- ----,,- _.,,.---- LEXIS TING GROUND SURFACE .,./ -- / / / / / / 12" GRAVEL 23'-2" 16'-I" 10·-10· 23'-2" 16'-3" 6'-7" 2·-0· i--=- 135·.o· ------ -- ---f-102.0' EL. -- ------ . . .. i • . EL. 72.67 ± ~ ---. lia• FLOOR ~ SLAB -12" GRAVEL 89'-4" SECTION B-B ------------~iw SCALE: I" = 20' ~ KEY NOTES DIMENSIONS ARE FOR REFERENCE ONLY. APPROVED . -- -- .., w > • w 0.., • ;. Ir NW >-.. 3: - APPROXIMATE INTERIM GRADING BY THIS CONTRACT--, 0 -----. - .. ---.'-:, - - - - -__,., ~ LEXIS TING GROUND SURF ACE 16'-3" 6'-7" 38799 2•.o· 3.0 MILLION 16TH STREET C-2961-B GALLON RESERVOIR GRADING PLAN DESCRIPTION APP'D DESIGNED DGA CRAWN MJR CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5230-S C-1 REVISIONS CHECKED RJO DATE 1/95 SHEET R4 OF R27 C:\PROJECTS\N03\103\SHEETCI.DWG 1/23/95 PLOT AT l,:AO D-344 " \; z J: § ~ ~ " ~ al n 1l '" !l D ~ ~ • z i5 . C z " < m 0 m • " D i' D ~ g ; ~ » !" n )> r ~ 0 n z !> ~ ':-t -$?..,. "' ....J n \; z ]: 0 r □ i " C, m 0 0 n n 0 u .,, , m u ij D ~ ~ • z i5 . C z ~ ~ 0 m • • n " 0 a ' " m ~ )> < D 2 !" 0 )> C: 2J n i .,, \; z :i: D 5 § ~ C, 0 " " 'll 0 ~ ~ 0 ~ il: • CJ z D , C z a < 0 -------,lz.-- 8 18 SCALE: 1/8" , 1' 36" OUTLET (CELL NO.I) 24 LIN 76.50 INV . . c,,Q. © 87 0 •§ 75.00 INV --•·------------------------------1--< I a7 --------------------~-~L_ -,--------,------- AJ----+-~-----------------------..----,---,1--------------.--------------------------------,-+-,-~--<A ✓ - -=lt2 AWG BONDED TO PIPE PER DETAIL@, FASTEN WIRE CONNECTION POINTS ROOF (TYPI 16'-4" , ITYPI (TYP) " " " 8 )<, ---- ' -"' Q. ' >-lo f- • 0 ' i<, "' 0 - ----- - . - --. . 0 • "' ' "' "' --1-- 0 8" DRAIN (CELL LINE NO.I) SEE SHEET NO. C-4 FOR PROFILE 0 / / 87 ~O INV S00"20'34"W I--------,fV-----@J / / / / / 12 II STA. 50+69.33 4 45'00'00" RT - 54X63 -- 0 ® SEE SHEET NO. C-3 FOR PROFILE TO VAULT WALL M-6 t BETWEEN . 13'-9" COLUM:flrl'"" 28 23'-10" J 69.70 INV 0 Q. • >-"' !::. CELL NO. 1 l r,---c-,~.~ •• ,h,;-••7,--~---c-~.-~.;-c--..,7.----,-.~_, ... ~~ .. :::::_.,~.::::::::'.-----;-~.~7,;-••~•.J--_:+~, I\ I ' •., •~ • • ' • • •• •• • , 1•~ •• .,. •~ •• I STA. 50+80.65 '41\ 4 45"00'00" RT '<:.:J - -@ 23'-10" STA. 31+69.20 , I \ ~ 490'00'00"RT Ji ( STA. 50+00.00 22 STA. 31+90.73 ~ > • I J 54I63 @) 0 43'-0" Q STA. 40+00.00 \ 13 l\ I 411@ 0 0 -~-+-0 22 CD O ~ 0 I ~ ~ 4' • , I o Q. 8·-2· 15•.4• I ' I I . ~ _ ·, -~· ' _ 1 . I N00'20'34"E\ .l, ~ . I ~r;::::::=fl " "_~. ~ " 1--' fl-1 N ~ -~ ,. __ ,.. ~-_,_. __ -=-•.:...· -~' ___ • --=-· ....:...• ~r'-1· -·-=-•.:...• --'-·~' ___ • ---' ... ,__ • .:..• ~-'--·-t-=-·-=-·-~---~.::.··---=-·~---'·-__,,_,_._,____~, ----'----'-··~---'·~_. • ..,_.~~--±-'',,+r-...: I 87 _ tLATC_H . . @: -87 ~ lit -'--t------t--------------ii-------------+---~ ------------◄I-~--------'-+-~ . -, __ , I IJ I Noo·20•34"E -> ,.)~ BEGIN CONSTRUCTION STA. 31+65.20 N 2177793. 75 E 6047574.30 I I •• 'l - \ I \ I '\/ \I /\ r , , ® ' • h 36" OUTLET LIN1/ 7·-5• s·TA. 10.43_33 __,_(_C_E_L_L __ N_0_._2_,_) __ _,, 3 (58) ~~ /STA. 20+00.00 SEE SHEET NO. C-3 :., ~ ~ : . ~ '-s <t. PIPELINE • (X) ' "' FOR PROFILE l;: 27 ~-1,,..r,.. , • JJ. ". ~ /'r-@l 6 .\'' ·c:;::t 28 24" INLET LINE z / STA. 20.Ia83 , \ "·" '" 0 69.70 INV 0 -----1--0 0 • io "' 0 CL ' >-t::. f- rDIVIDER WALL . . . .. ,:. • • "' 0 • • "' io N N 0 0 • "' ' "' "' 0 0 66.70 INV STA. 33+05.23 36" OUTLET (CELL NO.I) LINE SEE SHEET NO. C-3 FOR PROFILE 0 36" OUTLET (CELL N0.2l LINE SEE SHEET NO. C-3 FOR PROFILE STA. 41+64.50 0 (CELL No 2 ) v -soo•20•34•w j , --'--=----=-=-:__:__-'-'-'----.r,.,V ~ ---k:+---+ \ , N00"20'34"E"""-. , _ __ _ -- SEE SHEET NO. C-3 '--,---l...l>.;$$-'-'"---'""$$.l.L.j11~~r-Y1·~:::'-=:::;:.:;::. =:::.;,====~-,:: •• ::=i!=s.E-==-==~S:-~--=· =~-=~--~-=~=~~-::::S.,·=-~-,~~--==·=====•=:.¥:.. ~.:;::. =~-~=S-~t-,·1-1 FOR PROFILE 'v----t----t-~ =-1:-"----t-,--t"----------'---+---------+----------------'-------------+----~ -f 1 • 88 "Q, 0 ' . /0 /_fir) ' io "' " I' Lr / /o / ~ 5 1-+---1:---.--1 77.20 INV 24 l '--,_ ... I \. 67.20 INV HATCH STA. 40+50.00 4 90•00•00• LT .. . .. . . • ., .. . . • ~ I & c-4 0 I O O O q O O I 0 23'-10" Q. >-f- ~ 66.50 INV I ©- I . 1-----~-Er-~ 0 ' io I<) ~ ...___ 24 j I8'-0" • "' • "' I<) 30" a 24" ~ I I • I 8'-2" "' 16'-4" I 43'-0" ®-" "' 23•.10.. I 1221 115h. I (iv 4 r:;;;, ,,,. -t--r",-.,' INLET LINE ___... w • "' N r+~~...-,--..-,1~-~--~~-~-~--~~ ",,.-,-'if,;-,-S_0~0~•2_0_'3_4_"W_r__,,,~~~-~---f---l--,, >' 1 ~ L ~/-ii"l'-11 ·1 ~ ' ~ELL No. 2 ·s/Ec:~·•=: :!.~::~· c!:.'=::~=~==. ~-.=~::=/=a,:=:====~:~·=:~':t: =::===· -~-·='~. ~-:~~::=:~:~·=:t==.m l~~ti~,>.:~.~:t::i: >➔l"ll--.J-,_r---::' (CELL NO.I) -------I --'---------=---------SEE SHEET NO. C-3 FOR PROFILE 1ll • m "' 31'-4" ~ -----+--+-< -- ......... I I 3 (89 • 0 ' ,... -..:tt.) 28 7~-'~-==---:-::---:-_ --=-=~-r-=--=--=--=-:_!-'::· =r=-=7=-=-=-=--=--=--=--=-~ ;-=-=-Fi~~B; '~~;--ri f/-,1-H~' ~-....,...._____,~~i __,: " ' ~ ~ ---@._ 69.70 INV -G -.Q ---G-----+/ -G "Qv_@J_5 @] <§ -h4Llj, ~7}\ \s6.010 IN~~ I I ~~ I / 1 I I t ~ 66.00 INVV i \73.B0 INV~ ~ <i<i G' ~ ~ !.. 0 STA. 60+00.00 8" DRAIN LINE ~ ~ 66•60 INV " 73,80 INV 15 :ll -4 f-f- i--t-9'_-4_" --t-I_7_' ._:._. -I .; .:i ( CE L L N O . 2 I ~ " ~ II' -6" -~ .....______ ~ "' <J) V "' SEE SHEET NO. C-4 ~ ~ / 3 1 FOR PROFILE """" r J g ~1~AJ \ _><, " ,l' "STA. 51+ 71.15 V<',, ><. ' ,,, @) @ @ @) @) @ @ @ @ @ @) ® QJ [I] 0 0 0 m 0 0 GJ @] @] ~ ~ CONSTRUCTION NOTES INSTALL 12" PVC SCH 80 VENT PIPE INSTALL "LINK SEAL" WALL SLEEVE AND INTER-LOCKING RUBBER LINK MECHANICAL GLANDS AS MANUFACTURED BY THUNDER LINE CORPORATION. INSTALL 8" DIP CLASS 52 IMJ x MJ). INSTALL 8" SCHEDULE BO PVC DRAIN PIPE INSTALL 30" x 24" CMLSTW FORGED STEEL CONCENTRIC REDUCER IPE x PE). INSTALL a• SCH BO PVC CAP. CONTRACTOR SHALL REMOVE BRICK AND MORTAR PLUG AT EXISTING JUNCTION STRUCTURE AND INST ALL 12" DRAIN LINE. DRAIN LINE SHALL FIT FLUSH WITH THE INSIDE OF THE JUNCTION STRUCTURE. CONTRACTOR SHALL VERIFY CONNECTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES ARISE . INSTALL 36" CMLSTW STEEL PIPE IPE x PEI. INSTALL 12" DIP CLASS 52 IMJ x MJ). INSTALL 24" CMLSTW STEEL PIPE IPE x PEI. INSTALL 30" CMLSTW STEEL PIPE IPExPE). CONSTRUCT THRUST BLOCK PER CITY ST0-5I0-L. INSTALL 24" CMLSTW FORGED STEEL TEE IPE x PE). INSTALL 36" CMLSTW FORGED STEEL LONG RADIUS 90" BEND IPE • PE). INSTALL 24" CML6TW FORGED STEEL LONG RADIUS 90' BEND IPE x PE). INSTALL 8" DIP 45' BEND IMJ x MJ). INSTALL 12" DIP 45' BEND (MJ x MJ). INSTALL 8" SCHEDULE 80 PERFORATED PVC SUBDRAIN/WALLDRAIN INSTALL 8" SCHEDULE 80 PVC 45• BENDS INSTALL 8" SCHEDULE 80 PVC 45" WYE INSTALL 12" PVC SCHEDULE 80 LONG RADIUS BEND INSTALL 8" SCHEDULE 80 PVC 90" WYE KEY NOTES RESERVOIR GRID SYSTEM. ALL DIMENSIONS ARE SHOWN FROM GRID LINES. 3.0 MILLION GALLON REINFORCED CONCRETE RESERVOIR, SEE SHEET NOS. S-I THROUGH S-8 AND S-I1. OVERFLOW OUTLET, ACCESS HATCH AND RETAINING WALL PER DETAIL I, SHEET NO. M-4 AND SHEET NO. S-8. DRAIN LINE VALVE VAULT , APPURTENANCES AND FLEX COUPLINGS PER DETAIL I, SHEET NO. M-2 AND SHEET NO. S-I0. CONTRACTOR SHALL ROPE PIPE AS NECESSARY TO MAINTAIN ALIGNMENT AND OFFSETS SHOWN. INLET PIPE, FLEX COUPLINGS ANO ACCESS HATCH PER DETAIL I, SHEET NO. M-3 AND SHEET NOS. S-I AND S-8. 36" OUTLET LINE, REFER TO 16th ST. PUMP STATION CONST. PLANS 30" INLET LINE, REFER TO 16th ST. PUMP STATION CONST. PLANS 8" FLEX COUPLINGS PER DETAIL I, SHEET NO. M-5. 36" FLEX COUPLINGS PER DETAIL 2, SHEET NO. M-5, OUTLET VALVE VAULT, APPURTENANCES AND FLEX COUPLINGS PER DETAIL I, SHEET NO, M-1 AND SHEET NO. S-9. a• PERFORATED PVC SUBDRAIN/WALL DRAIN SHALL TRANSITION AT THIS LOCATION TO SOLID PVC PIPE . SEE SHEET NO. M-5 FOR PIPING UNDER AND THROUGH RESERVOIR FLOOR. RESERVOIR ACCESS HATCH PER DETAIL 2, SHEET NO. M-3 AND SHEET NO, S-8. SEE SHEET NO. M-6 FOR WALLDRAIN/SUBDRAIN SECTION REFER TO THE 16th ST. PUMP STATION CONSTRUCTION PLANS AND SPECIFICATIONS FOR CONTINUATION OF VAULT VENT PIPING AND ELECTRICAL CONDUIT. ELECTRICAL AND TELEMETRY CONDUITS PER DETAIL I, SHEET NO. E-1 12" DRAIN LINE ' 4 48'00'38" LT .,.;,. jl'.:e,.. SEE SHEET NO. "' -----~---< J C-4 BEGIN CONSTRUCTION STA. 10,00.00 N 2177765.18 E 6047497.13 GRID POINT 0XD (ijiJ 08 0® COORDINATES NORTHING 2177749.45 2177614.45 2177750.25 2177615.26 EASTING 6047620.54 6047619.73 6047485.54 6047484.73 47 ~ FOR PROFILE /)\, 76 50 INV ",._ ~ •\'-. 87 STA. 52+60.90 , . ~l~~ 1 '@._ (i§ ---· _________________ 0 .,+-------------'-35_'_-0_"_(_T_Y_P_J --lf-------------------------------------- 0 .._ 9 7. 5.00 INV 4 48'00'38" RT ----._._,._ ~ j \ .,,._ - 8'-0" 10' -0" -._,, I\---::::: a I A. 52+65.90 I ::: EXISTING 36"~ NB9"!9'~5 ·w----.....____, ~i) N 2177530.88 io 5 STORM DRAIN 9 31';---, -E 6047429.19 ~ ~•,J ""'-II E ---------=3 E----------r·~"'1¥',-~ I -~ --------~---------- ---------------------------------------------------~~--~ --: ' J+----- --------------------------------------{_'-i-'_~I_ RECORD DRAWING IBIS 1:1 A Rl!CORD DIIAVING OF TR! FACWTil!S lDBIITtFlllll Di .. Tin.I l!LOCI mu AND HAS em l'IIEPAlllll c• PMIT OIi 'M BASIS OF IIIFORMATION COMPILED AND PUINISlll!D 81' cmtllRS. 111E ENGIIIIIR AND OWIIER{S) WILL IOT Ill llESPOIISIBLE POii AIIT ERROR1S) .:Ill CJIISSION(S) 1111101 RAVI! 8EEII IJIICORPORATED INTO 1111S OIIAWIIG. ACnlAL COIIDJTIONS WILL VARY SOMEWHAT FRO! 'l'BE COIIDITlOIIS SHOWN HEREON AND AT SCME LOCATIONS TIii! VAIIIAIICE llfAJ Bl! l.~RGE If THE PRECISE LOCATIOII OF AIIT FACILlTr IS ROOUlllD, rHE FACILITY SHOOLD BE FIELD LOCATED Ill '1111! PRESENC! OF All. EMPLOYEE OF 111B DISTRICI' OR Till! ·"'""" --..... _.... ........ _ ...... ._.._ EXl:TING 48J STORM DRAIN DANIEL BOYLE ENGINEERING, INC. APPROVED bo..L~ PROJECT ENGINEER 48756 RCE NO. l---f----4--------+-~ ~.1..A-b:to e .,.,Jr ~WDIRECTOR 1/;;.o+ /qy 2·14-96 RJO & ADDED CM TEST STATIONS R.CE. NO. 38799 DATE A µ.,,_. DATE l-"l. ... q,; J·/0·15 fJG.4 ill REVISED r/TTINGS AT ANtJLE RJJNT ,("/" --~~--- / DATE BY DESCRIPTION APP'D DESIGNED 0GA DRAW"'l DY/MR 41006 I 1,'ff<tt" 1---..,__ _ __.__ ____________ _,___---+-----+-------l RCE NO. ' D11:TE REVISIONS CHECKED RJO DATE 1/95 I C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR RESERVOIR AND VAULT PIPING PLAN CITY OF NEWPORT BEACH W-52311-5 I C-2 UTILITIES DEPARTMENT SHEET R5 OF R27 1----------....1.-------------....1.-----------------...i.----'----..... ------------·------ C:\PROJ[CTS\~03\103\SlffC2 DWG 1/23/95 PLOT AT 1:96 J-349 0 ... , .. rt .J I .. i 100 OUTLET VALVE VAULT--· EXISTING SURFACE AT !t_ OF PlPE ..••.. 80 36" CML8TVV STEEL PIPE BUTT WELD . ALL JOINTS APPROXIMATE INTERIM•· GRADING BY THIS CONTRACT •••. CELL NO. I . ' . . . .. .. .,.,, . • 5;0,0000'---I---' , s.0.0000 .... , .... I ' .... -... ···Q N .. .... z O ........................ I 0 C\) ...... ····l() (0 I'-- o· N • a, "' ... : + ... •• ·j<j "' ;;; "' f-...• <i > <i a_ f-z f-.-1. (/} U1 "'\! . 31+65.20 .•• _J z .• _J ..J ·--~ _J _.., u "' -• ·::~: 0 Oo m • -..:t· 0 "' st <i <i f-f- t/) <fl 32+00 "' N 8 • "' • "' . <i .f-i en 33+00 3-6" OUTLET LINE PROFILE (CELL NO. 1) • 24" CML8TW. STEEL PIPE BUTT WELD ALL·-JOINTS APPROXIMATE INTERIM GRADING BY THIS ·CONTRACT ---100 .1..~3.0 MG RESERVOIR ••• CELL NO.: 2. $:0,0476 --80 EXJSTING SURFACE AT L'--'----'f. OF PJPt.-_;__- . 6. '=:z 0 z -' -'-' _,.., WO <) "'0 r'Jq 2 r0 ·O •a t'l • "'o st o ai 'i°+,;,s_+o +CO oO ci O O ~ 0 _,.!\lroNcn m <i<i . <i . <i .., f-f-> 1--> (/)f--r.n (/) ~ "' ~ z 20+00 20+50 · RECORD DRAWING "1il'G ts ~· Rl!CORO ORAlllNG OF 'l1IE f'AClLlTIES lliEIITIFIIID - la ll!E n1u 1lt.QCI{ ONLY AND HAS BEEII-PRl!PAREll u, PA.RT • ... CBI, tlfE ll.l\SIS Of JNl10At!,ITl!lN ~Il.l!I> i!ID FUl!lllSffllD 8Y . Ol'in!IIS. ntE. ENGIIIEF.R .AND (lllflElt(S) •WILL !fOT BE. • i!Sl'OISTBLE FOR ANT BRRQlllS)·,JJrOMlSSION(S) WfflCH _ . HAi/1! BEEII !RCORPORA'l"EI> INTO mts ORAWtllG. ACTUAL OJIIDJ TIONS WILL VARY SOM@IIIA'r fllOM t1lf. COIIDITIONS . • . S!IOllli HERD AND AT SOME _LOCATIONf fflE VARIANCE l'!Af el!'. lAKGl • If TIIE PRECISE LOCATIOII OF AIIT FACILlTY. IS • dllllRSD, DIE F!I.CILITI SHOULI) Bl! PlTlUJ LOCATJU) IN 1111! . llll'l!Sl!NCI OF . .di . F.MPLOYEI! OF THE DmlllCI' OR TIU! . I .• ~S\ OF -UTll.lTI&S ItffllLftO • • 24". INLET. LINE PROFILE (CELL NO. 2) SCALE I I HORIZ: l"':20" VERT: 1"•8' 100 80 36" CML8TW STEEL PIPE ••••••••. B_UTJ ..... WELD. ALL JOINTS. .. APPROXIMATE INTERIM -GRADtNG BY THIS .. CONTRACT 1------0UTLET VALVE VAULT ---'----'-EXfSTING SURFACE AT .... .... ~ or PIPE, • •• ··--· •... •·.·. _j·····.···.·.· •..•. ···• r:3.0 MG, RESERVOIR . . CEL, NO. 2 -. -- -------.. . . • ... ,., ~-• . ' . -" ~ 1-'-"-+-___L--------ii~-.· •. ··~·~· "-.c--""sc---------~------- 60 0 a 0 0 . ,.._ .~"' <D • <i > f-z "' 40+00 s.0.0000 41<00 ···-·· -------- m . Cl 0 0 a WI'--+ ~ st <t "' <i -f-> .: .. ·: ... Ji!-~ 36~' OUTLET LINE. PROFILE · (CELL NO.· 2l r"-'-i... 30" CMLSTW STEEL PIPE-- BUTT WELD ALL JOINTS ~-24" CMLBTW STEEL PIPE BUTT WELD ALL JOINTS·· APPROXIMATE JNTERIM GRADING BY THIS CDNTRACT-----.1 ••• 100 80 -@'~ oci zz ..J.J ..J ..J ww .uu -- 0"' o"l /', • "' I I Ost f I o. ✓ •o 0-"' <i <i -!, . 1--1--.\.,~ V>Vl s,o. 0190 0 0 L() "' <t di ii]. . .. "' I'-' + m 0 +-'. a m a_ .. --<( <( > -t; "1 . f-~ <I) 10+50 O· 0 d "' .. >·· z .3.0 MG RESERVOIR CELL NO. I »--EXISTING SURFACE AT. t OF PIPE "' "' ..-; ,.._ O'.) 0 + 0 0 "' <i f-> "' z. 30., &. 24":INLET ·LINE ·PROFILE (CELL NO. 1) DANIEL BOYLE ENGINEERING, INC ~ (~ 48756 PROJECT ENGINEER RCE NO. ~" n \.~;2J:- PROJETMANAGER 41006 RCE NO. -/0-15 DGA ffi DATE BY AFFROVEJ D'::SCR PTION APF'D oss1GNED DGA REVISIONS CHECKED RJO 38799 DRAVVN DATE MJR 7/94 C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR PIPELINE PROFILES CITY OF NEWPORT BEACH W-5230-S C-3 UTILITIES DEPARTMENT SHEET R6 OF R27 C \PRO.JICTS\N03\103\SHEETC3.UWG 6/2.)/94 PLOT AT 1:20 0-349 " ~ tJ ~ ii "l 0 " 0 ~ u " "' u -u rn D " n ~ !:; , B C z < w m • " 0 ' i i D !" 0 ,, ' 2l n z ;; I i ! 1 I . l r .. I ' ··\· • J -• I --APPROXIMATE INTERIM GRADING ~y 'THlS coN:rRACT 1 • ; ' ' l • 1"·- .. 1 . J __ .... ( ... ' --t ·+--+--t--+----< ---1-+·· -+--t·-r-l--t--+--+---+--l·9 ~·-~---,--+-, -,---.c., -~,-+-r--+1+--+--+-~-,----,-~, -OR+-: A-,-+J-v'"'· ~-L---;-Vc--E---,-~ A&Lr··--• ' ' ,, + 3.0.J.lG.RESERVOIRf .,. . ;-·--··;·· , .. 1 , • ' I .. 1 l--+-+--+-+--'-+--+---+--+--+---,--+--+-~-+-1-70-t- i . .. / .... ' l ... ,., .. .1 . I FINISH GRADE CAST ALUMINUM OR LEXAN PLASTIC TEST STATION WITH B TERMINAL TYPE TERMINAL BOARD ASSEMBLY BOX TO SET--~ IN 6" MINIMUM PEA GRAVEL ZINC REFERENCE ELECTRODE LOCATE 12" MAX FROM OUTSIDE EDGE OF PIPELINE " __ ,c ,ELf-~· J : ~--, -l ---~l -t ' ' • ' ..... L .. : ,. EXISTING 1suRF ACE I AT • -I j---l·t"iL- 1 :• ! -,-+-' & .. TOP OF COVER TO BE IMPRINTED WITH LOGO CORROSION TEST STATION QUAZITE "pc" SERVICE BOX 1'-2" x 1'-2" x 12" DEEP WITH OPEN BASE AND HEAVY DUTY STEEL COVER ~---PROVIDE 1'-0" MINIMUM SLACK LOOPS IN CABLES ,----2-#10 AWG COPPER CABLES WITH WHITE XHHW INSULATION FROM PIPELINE 1,.----1-#" 10 AWG COPPER CABLE WITH YELLOW XHHW INSULATION FROM REFERENCE ELECTRODE ~--PROVIDE l'-o" MINIMUM SLACK LOOPS IN CABLES CONNECT CABLES TO PIPE AT JOIN"It ONE CABLE ON EITHER 11IDE OF FLEX LU COUPLING PER DETAIL ~ ill CORROSION MONITORING TEST STATION TYPE T DETAIL NO. J NOT TO SCALE I . ' ROFILE· SHUT-OFF VALVE--._ CHECK VALVE-~ ' 12": -I ! j i ' ... 1.. • 1--- D.t:Pl .;, .. SCALE HORIZ: l":20' VERT: PIPE _ f'2:>. "-.., --..._ .. I" CHEMICAL SOLUTION\ r-11 ~ 11-.-... 1" BACK PRESSURE VALVE y SET AT 50 PSIG FOR NaOCI AND 200 PSIG FOR AQA DIFFUSER PIPE EXTENSION= D/2 L ----,-1 NOTES: I j REFER TO 16th STREET PUMP STATION FOR SPECIFICATIONS. FOR AQA: USE TYPE 316 SS STEEL SPRING-LOADED PISTON TYPE CHECK VALVE AND TYPE 316 SS STEEL BALL VALVE. FOR NaOCL: USE CPVC BALL CHECK VALVE AND DIAPHRAGM VALVE. CHEMICAL DIFFUSER DETAIL NO. 2 NOT TO SCALE I J -------. --~--;---,---,--•·7--.-.------,--7 ' j i :---· ·-Jx1sti~G; ••••••1JU/'fCTION·:·-····· STRVCTUf:IE t ----l-- 1 I I l l l j ! no j ! . . I Aj:,PROXiMATE , INTER1M i • GflAPIN§;. llt LHIS:_C:QNTf AC:T i l. ---i . "-·-· : .... -' ' ----7-0-------i------'----'---'--+--+--W><:..+-+'+---- ' . ; 60f00 ·' i ' ' ' 60 50 oRJ1~L1N:'.lRoi:.Le ',cbLL UNION t" CHEMICAL DIFFUSER PIPE W/ 2" FLANGE 2" SCHEDULE 80 STEEL PIPE WI FLANGE EPOXY COATED INSIDE/ 3" FLANGED NOZZLE RECORD DRAWING 1'111S IS II RlllJlRll llRAIIING OF THE FACILlTIES lDffllFU!I> UI 111! flTLl BLOCI: ONLl AND IIAS IIEEfl PREPARED 111 PART OIi THE 8.S[S Of INFORMATION CCIIPILED AND FUll:NlSIIED SY cmtl!RS. M FJIGINEEA AIID ~F.R(S) WILL NOT Bf IIBSl'OIISIBI.E FOR ANY l!IRORlS) <lR OMISSION(S) WHICH HAYI 8EEII INCORPORATED INTO nus DRAWING' ACTUAL COIIIJTIONS WILL VAR1 SQlf.WAT FROI! THE CONDITIONS SIIOWII KERl!ON AND AT salE LOCATIONl:l 11IE VARIANCE "IAY BE I.AIIGE If THE PRl!CISE LOCATIOII OF ANY FAClLlTY IS IIIQilIRBD, rD FACILITY S1IOlllJ) Bi FIELD LOCATED IN THE "II 1IICI! OF AII-ENPLOTEE OF 11lE DISTIICI' OR THE -iSl OF 'l'HE UTILITIIS IIIVOLVED DANIEL BOYLE ENGINEERING, INC. 0(M}:ll ~ PROJECT ENGINEER 48756 RCE NO. I l;;,'1-fot!i 2·14-96 RJO filADDED DETAILS I AND 2 DATE & r APPROVED 38799 41006 RCE NO. ,!-z,.-. ! ,,,. ,_D_A_T_E~_s_v_~ ______ D_E_sc_R_1e_r_1o_N ______ ~A-P_P_'D-+--□E_s_1 G_N_E_□_D_G_A-,f-DR_A_w_N_M_JR_.., DATE REVISIONS CHEC{ED RJO DATE 1/95 2 l C-2961-B 3.0 MILLION 16TH STREET GALLON RESERVOIR PIPELINE PROFILES W-5230-6 C-4 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT SHEET R7 OF R27 C:\PR0JECTS\ND3\103\SHEETC4.CWG 1/23/95 PLOT AT 1=20 D-349 -0 = " • J il ~ ~ s . " > " . = • I I a ~ " ~ s i 0 = ~ . ~ • ~ g " "' m D ~ ~ D " m n D 0 m " ~ z C i D □ " " ~ ~ D '' '" D ~ I, ~ ru m D 0 ' " t D ~ D a ~ ~ , C .z • ~ ;z _m \; C .,, D D z " D I.: z I 0 r t7 0 0 D TI n ~ 6 z 'ii s z _m 0 ,, <= i'l n ;'. .,o I-. 0 0 D TI 0 ~I 6 z • ~ z "' " l, r: .,, 0 D z l> D \; z I 0 r u 0 D 'il Ll ~ Ei z 41 0 ~ @] @] ~ ~ KEY NOTES LIFTING EYE AT THE LOCATION SHOWN PER SHEET NO. S-9. LIFTING EYE ABOVE EACH 36" BUTTERFLY VAL VE PER SHEET NO. S-9. 36" FLEX COUPLINGS PER DETAIL 2, SHEET NO. M-5. OUTLET VALVE VAULT, APPURTENANCES AND FLEX COUPLINGS PER DETAIL I, SHEET NO. M-I AND SHEET NO. S-9. FUTURE FINISHED SURF ACE BY OTHERS. SEE SHEET NO. M-4 FOR CONTINUATION OF VAULT VENT PIPING AND VENT STACK LOCATIONS. I 37 75 3" l...,.. __ =--_.,. • (TYP.I - '--I---, (89) LOW VENT----....,_ ~ ~ ,rs):-----------~----,__L_-+--, 'Y-------------------+-_J ,/ • "' ' 29 • 0 ' ;., I4'-0" ITYP) • 0 ' ;,, 41 -'- 37 0.. <[ <:> ~--'--_._ := = : =: = = " = ~ = : =l =l==l=====;c====l= t 0.. <[ <:> '-- ~--1---L = = r - - : = = =l 4=~1===!=::::!: t ' z a, -::::ii -- l • 40•1----o-l, --_____ 7 , I .:--,:, I ~ 551----I -"' --~ 0 0 I n.. L ______ _J • <( <:> 371--..i L ---o,--,: J -'==:===l= r ------ -, -t-.. 0 ' ;,, ~ END TAPE WRAP E~ ------..., k • r,;i 13 • • 0 ' io I I ' 41 ,r "' '>'------- HIGH VENT ----....._ -----------------1---------'-----i1---~--1 --'~ 89 ! ! ~I ~ • 0 ' ;., • L-----\41 PLAN I I I . I I . I 0 2 4 6 SCALE: 1/2" , 1' APPROXIMATE INTERIM GRADING THIS CONTRACT 14 DRAIN EXTENSION BY OTHERS - 106.03' 59 I I I I EL. 75.0 ,_ T T I I ---- APPROXIMATE EXISTING / • I . I I I 1 ! ! ! GROUND SURFACE---J T ~ ATTACH PIPE TO VAULT WALL WITH FLUSH MOUNT PIPE CLAMPS AT 5' I ' __....---, O.C. (DOUBLE CONTAINMENT PIPE ~ AND SINGLEWALL) (TYP) ---------1 & • I31------,..i . /. ·-·-, .... --,, ,_ ,_ --0 '· 1 3'-5" I" GAP 3'-0" V 3'-0" 1'-0" 2'-6" I 7'-0" I ·,-. 61/ r t.::, END DOUBLE r ' 1 ~ CONTAINMENT PIPE ' C-::-6 I Jol EL.69.0!:. _ ------~ ,.. 9 .--+lo--~,/ ~ ---.J,,,.;.~~j,L,/1..:.J-..,g----t°' (TYPI END TAPE WRAP --@ ,, = "I :J -,r-"-:-~,.._-.1,1-.,.-..._-l.._.,,,,..-._~ .. ~llll!l"--..f.::-~4_~uo1 ~~<3 ... B~,~f':,;:,::=;;:::~~,:--....-.:3~9~--<[fl~ i~ 1 ' 7a,-.7R _·-1--_,_ __ -j_-,r°"i~-----.l..~'11 j 0 0 I \ " \ ~:::!!,;~1/ /o o 11 11 \II/ / 0/ ) !! Y---1------1---++---_ _ II / -+-i'ii-'-+--" -1---~ II \ 0 !! ......._ 0 c O • 0 ' "' 64.17 INV. • i------156,1--..i 1% SLOPE • --• 34 0 . ' 4'-0" 4'-0" • ;;: >-t: • 0 • • 1----____ .EL. 75.0 •. .. • • EL. 62.17 • • STA. 31+90.73 !CELL NO.I OUTLET LINEI STA. 40+00.00 (CELL N0.2 OUTLET LINE) "' • RECORD DRAWING • • • SECTION A-A OUTLET VALVE VAULT DETAIL N0.1 CONSTRUCTION NOTES 0 @ 0 INSTALL 12" PVC SCH 80 VENT PIPE INSTALL 4' x 6' STAINLESS STEEL ACCESS DOOR U.S. FOUNDRY NO. THO 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 AND INSTALL 1-1/2" CAP. INSTALL 14" 316 STAINLESS STEEL LADDER PER OSHA REQUIREMENTS WITH TWO SIDE RAIL EXTENSIONS (ONE ON EACH SIDE OF RAILJ AND SAF-T-CLIMB FALL PREVENTION DEVICE. SECURE LADDER TO WALL PER SHEET NO. S-11. INSTALL "LINK SEAL" WALL SLEEVE AND INTER-LOCKING RUBBER LINK MECHANICAL GLANDS AS MANUFACTURED BY THUNDERLINE CORPORATION. @) @ @ @ @ INSTALL 36" CML8TW FORGED STEEL TEE (FLG x FLGI. INSTALL 36" CML STEEL PIPE SPINDLE IFLG x PEI 3'-0" LONG. INSTALL 36" CML8TW STEEL PIPE IPE x PE). INSTALL PIPE SUPPORT ASSEMBLY PER DETAIL I, SHEET NO. M-6. INSTALL 5' x 5' STEEL ACCESS DOOR U.S. FOUNDRY NO. THO WITH H-20 TRAFFIC LOADING. ACCESS DOOR SHALL BE TWO PIECE HINGE, 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 AND INSTALL 1-1/2" CAP. 36" CML8TW STEEL PIPE (PE x SHOULDERED END). EXTEND TAPE WRAPPING 6" INSIDE VALVE VAULT. ffflS ts A RICORD DRAWING OF THE FACILITIES lDENTIF U:O lll m T1TL£ BLOCl ONLY MID HAS 8EEli PREPARED [N PAR''. OIi 1M BASIS OF INl'ORHATION C<IIPILED AND FURNISHED K \ ODll!IS. 111E l!IIGIIIEER ~ND (lWNER(S) WILL NOT BE IISPOISJ8LE FOIi ANY ERRORlS) .JR OMISSION(S) WHICH , IAYK 111!1!11 IIICORPORATEO IN10 THIS DllAWltlG. ACTUAi. mDITlOIIS WILL VARl S<lSIIIAT FRO! 111E CONDITIONS S1ICWli lli!llllON AND AT SOIE LOCATION!! TIii!' VARIANCE lo!AY ® <Bl @ @ @ @) INSTALL CAST IRON GRATE AND FRAME ALHAMBRA NO. A-2010 OVER l'-6" SQUARE x 2' DEEP CONCRETE SUMP. INSTALL 36" STYLE 44 VICTAULIC COUPLING. INSTALL JOINT HARNESS ASSEMBLY PER THE LATEST EDITION OF AWWA M-11 • CIRCUMFERENTIALLY OFFSET FROM ADJACENT HARNESS ASSEMBLY TO ALLOW FOR ASS EMBLY/DISASSEMBLY. 8B LARGE IF TIIB PUClSE UJCATION OF ANY FACILITY IS RBJIIDD, l'RE FACILITI SHOULD Bl FIELD LOCATED IN THE wes-+1 f6 MI.Bll'LCfflli OF TIii DISl'RICT OIi ritE ..,,,, 0, 'DIE um.lTUIB IllVOL¥Bll 36" CML8TW STEEL PIPE SPINDLE IFLG x SHOULDERED END! l'-10" LONG. INSTALL 36" "LONG SLEEVE" FLEXIBLE COUPLING ISTEEL x STEEL). INSTALL 36" BUTTERFLY VAL VE IFLG x FLG) . DANIEL BOYLE ENGINEERING, INC. JjaJ_~ PROJECT ENGINEER 48756 RCE NO. i/;:;.1/Cf) ·14-96 RJO DATE 3·/1)·'!5 DtJII ffi"R£CoRO DRAWINGS" £ADDED CHEMICAL DIFFUSER 16, 36" CML8TW STEEL PIPE (PE x PEI. EXTEND TAPE WRAPPING 6" INSIDE VALVE VAULT. INSTALL 12" PVC SCH 80 LONG RADIUS BEND APPROVED 38799 DATE _ C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR OUTLET VALVE VAULT 41006 RCE NO. I I . DATE BY DESCRIPTION APP D DESIGSED DGA DRAWN MJR l;0il'11 U' 1---~-~--------------'-----1-------1-------1 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5230-6 M-1 'DATE REVISIONS CHECKED RJO DATE 1/95 SHEET R8 OF R27 C:\PROJECTS\N03\103\VSHTI.DWG ',/23/95 °LOT I\T 1=24 D-349 0 I._ 0 ,::y--, ·1 I • I ,. • ---® 12 • -"' ---' ---- 2 4 6 "' / (§)-: EL 105.93 EL 105.93 -14 6 -------- 78 • l-------+~-----------01------1 ' 6 L EL. 105.0 • 2 0 0 0 0 0 0 0 0 Cl Q O 0 SCALE: 1/2" , 1' / 0.. <[ ( \ I I "' I" GAP 0 CELL NO. I 8" ------, FLOOR SUBDRAIN CELL NO. I 8" WALL SUBDRAIN -----, 12 • ,t ' <!) '- 0.. <[ , <!) .,, ' l \===== \_ 81 / I • I I I I ~ APPROXIMATE ~J'f:~. '::'t..~~"' ' :s :.:1 • CELL NO. 2 8"--~ FLOOR SUBDRAIN ~ io '--"'-51/ --------- APPROXIMATE EXISTING GROUND SURFACE DRAIN EXTENSION ---'----'---'"'1.--------''----'~~---------'1--------'1,---...,___-+_u1~--~~-~,r------~-~,,~---~----~,,~----BY OTHERS 5'-4" CELL NO. 2 B" -~ WALL SUBDRAIN I" GAP ef 0 I l~~~~l-M~Ut-1 I 29,.--· -...:1.u.lZ>C:.C:-L::::£:.~Y.b,'.]j 1-4---!22 l'-6" (TYPI • ,. -IN I" GAP ·- ---LOW VENT STA. 51+54.65 • ,-. • 9 "' 5'-11" • • 29 • 0 I" GAP ' ti) HIGH---i VENT 'ii:' S' >- 1--+----l rt) t:. ~--- / / / / / I" GAP I" GAP 2'-6" 12 • • CELL NO.I DRAINLINE STA. 60+77.33 CELL NO. 2 DRAINLINE I0'-0" B ITYPJ PLAN INSTALL 12" PVC SCH 80 VENT PIPE INSTALL PVC VENT STACK AS MANUFACTURED BY ARMOUR-CAST COMPANY MODEL UPSRK-8. 8" BUTTERFLY VAL VE IFLG x FLGI. INSTALL PIPE SUPPORT ASSEMBLY PER CITY STD-522-L. INSTALL 4' x 6' STAINLESS STEEL ACCESS DOOR U.S. FOUNDRY NO. THO 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 AND INSTALL 1-1/2" CAP. INSTALL ·14• 316 STAINLESS STEEL LADDER PER OSHA REQUIREMENTS WITH TWO SIDE RAIL EXTENSIONS (ONE ON EACH SIDE OF RAIL) ANO SAF-T-CLIMB FALL PREVENTION DEVICE. SECURE LADDER TO WALL PER SHEET NO, S-11. INSTALL REMOVABLE FIBERGLASS GRATING OVER 3' x 3' x 3' DEEP CONCRETE SUMP. FIBERGLASS GRATING SHALL BE McNICHOLS CORGRATE FIBERGLASS GRATING WITH I-I/2"x5/I6" BEARING BARS AT 1-3/16" O.C. INSTALL "LINK SEAL" WALL SLEEVE AND INTER-LOCKING RUBBER LINK MECHANICAL GLANDS AS MANUFACTURED BY THUNDERLINE CORPORATION. INSTALL 8" "LONG SLEEVE" 'FLEXIBLE COUPLING (DIP x DIP). INSTALL 12" "LONG SLEEVE" FLEXIBLE COUPLING (DIP x DIP). INSTALL 8" DIP CLASS 52 IMJ x MJJ. INSTALL 8" DIP CLASS 53 IFLG x PEI. INSTALL 8" DIP TEE IFLG x FLG). INSTALL 8" x 12" DIP ECCENTRIC REDUCER IFLG x FLG). INSTALL 12· DIP CLASS 53 (FLG x PEI. INSTALL 12" DIP CLASS 52 IPE x PEI, INSTALL SUBMERSIBLE SUMP PUMP, ZOELLER MODEL NO. Ml37 OR APPROVED EOUAL. DRAIN VALVE CONSTRUCTION NOTES INSTALL 1-1/2" x 2" BRASS OUTSIDE HEX PIPE BUSHING. INSTALL 2" HOSE ASSEMBLY MADE FROM 2" I.D. x 3'-0" LONG LOW PRESSURE RUBBER HOSE WITH 2" F.I.P. SWIVEL BRONZE CONNECTOR ON ONE END AND 2" M.I.P. BRONZE COUPLING ON THE OTHER END. @ INSTALL 2" PVC MALE ADAPTER (THREADED x SOLVENT WELD). @ INSTALL 2" SCH 80 SOLVENT WELD PVC PIPE. @ INSTALL 2" M.1.P. x F.1.P. BRONZE CHECK VALVE. {§) INSTALL 8" SCHEDULE 80 PVC DRAIN PIPE @ INSTALL 2" SCH 80 SOLVENT WELD PVC 90° BEND INSTALL 2" M.I.P x M.I.P BALL VAL VE. INSTALL 2-1/2" x 2" NYLON BUSHING. INSTALL BLOWER PER THE SPECIFICATIONS AND MOUNTING PLATE PER DETAIL 6, SHEET NO. M-6 INSTALL STAINLESS STEEL SERVICE CLAMP WITH 2-1/2" I.P. THREADED OUTLET. INSTALL FOUR 141 4" x 9" PLAQUES CORRECTLY LABELING EACH SUBDR AIN AS FOLLOWS: -CELL NO.I WALL SUBDRAIN CELL NO.I FLOOR SUBDRAIN CELL N0.2 WALL SUBDRAIN CELL N0.2 FLOOR SUBDRAIN , 0 ' Q " II " II I I II • II " II " II II II II II II II 4'-6" II II 1~28 II I JL7 4 ~ • I _J 17 II • • 9 • "' ' "' . 4 • .,, ' "' \ "' ' • • • • '· \ '. \ 21 • 0 ' tll • \ • 0 • • • \ oooO \ gO' \ SECTION A-A 75.0± 4 9 9 INV. 67.4 EL. 64.9 • • • • • • • I 1 , I 18r---+-........__ I -I -----.... "-\ 3'-6" 6" 25 25 1i: >-f- • 0 ' io • 0 ,: • • • • SECTION B-B • 89 • • 9 3'-0" • • • 9 • • r • ' • , .,, ~~ ' '- • EL. 64.9 89 • • . VAULT DETAIL NO. 1 \ @ @ @) ® (§) @ @ INSTALL 3/4" TYPE "K" COPPER TUBING AND FITTINGS INSTALL 2-1/2" x 3/4" NYLON BUSHING INSTALL 3/4" BRASS MALE ADAPTER (THREADED x COPPER) INSTALL 3/4" (COPPER x COPPER) BALL VALVE INSTALL 3/4" TYPE "K" COPPER TEE INSTALL 12" SCHEDULE 80 PVC LONG RADIUS BEND INSTALL 3/4" TYPE "K" COPPER 90' BEND KEY NOTES / ___,. - I I I / VAULT WALL-~ 9 RECORD ORA WJNG = a: 0 • "' 25 TYP OUTLETS) • 0 ' ti) w: • 8 ,-. N 3" DRAIN LINE VALVE VAULT, APPURTENANCES AND FLEX COUPLINGS PER DETAIL I, SHEET NO. M-2 AND SHEET NO. S-I0. ltllli Ill A RECORD DRAWING OF 111£ FACILITIES lJ;ENTIF [ El, [N 111£ TJTI.E BLOCK ONLY AND HAS em PREPARED IN PART ON Tilli BASIS Of !NFO!ll-1ATI°'1 C(lol)>ILEII \ND FURNISHED ~y OTlll!RS. THE ENGINEER AIID (IWIIER( S) WILL NOT BE IIISPOIIS!Bt.E FOR ANY ERROl!tS) JR OMISSION(S) WHICH LIFTING EYE PER SHEET NO. S-9. FUTURE FINISHED SURFACE BY OTHERS: LEVEL TRANSMITTER, PER SHEET NO. E-I. ELECTRICAL TERMINAL BOX AND RELATED CONDUIT PER SHEET NO. E-2 .... ~ IOI.C041Cll0 E-OMl/16 cm~ DANIEL BOYLE ENGINEERING, INC. ~aJ~ 48756 J 117',.,.f"I PROJECT ENGINEER RCE NO. DATE /.-~ -. '1 \ I ~"ll'jf ,. ---• 41006 RCE NO. • DATE HAYE BEER INCORPORATED IN11) THIS DRAWING. ACTUAL OlliPJTJONS WILL VARY SOHEWIIAT FRO'! 111£ CONDITIONS SIIOilll ffERl!ON AND AT SIIIE LOCAnONS THI' VARIANCE rotAY • •• BE UllG£ If 111E PRECISI! LOCATION OF ANY ~-AC!Ll TY IS RIIOOil!D, 1'111! PACILITJ SIIOlJLD BE FIELD LOCATED IN rat l'RBSPIICI <JI Ml. l'JIPLOYD OF 'n1E DISl'RICf Oli' THE calEl(S> f/1' 1BI UTILITUS lNVOLfl!D SECTION C-C NOT TO SCALE C-296I-B APPROVED &. " " !0:21-77 RECORD DRAWJIJ6-5 ~ >st.;. • .J.,· t--+---+--------------+-----1 ~DIRcCTOR 38799 • R.C.E. NO.~~~- 3.0 MILLION GALLON 16TH STREET RESERVOIR & 5·/0·15 DGA ."KN'~ DATE ~••~1:~:\~•~!JS~----•/" {.,.; DRAIN VALVE VAULT DATE sv DESCRIPTION APP'D DESIGNED DGA DRAWN DY /MR CITY OF NEWPORT BEACH W-5231»~ M-2 REVISIONS CHECKED RJO DA TE 1/95 UTILITIES DEPARTMENT SHEET R9 OF R27 C:\PROJECTS\N03\I03\VSHT2.DWG 1/23/95 PLOT AT 1=24 0-3"19 ~ s ~ • ~ • g " ,, C , I I ~ g > ~ ~ " " 0 " e ~ • ~ • 0 ~ • " " m 0 TI 0 " ;JJ ~ ~ < m D 0 ' " ~ ~ n 0 m n ~ 2' C ~ ITT m n 0 i • ~ z "" n >-C TO 0 D z ► ; .. -·---····-· ~ 0 r 0 0 0 D " n D ~ Cl z • ~ z '" n )> C ~ 0 D L ► -"·--~- ,:it ~ u ,; " J: J;! "' 0 0 D " u ~ u z • ~ z ,m \:! C ~ D D z s I2·-o· 1· 1· . . • GAP GAP 6'-0" 1 15" 15" 2'-10" IN. 50 IN. . . • II II A I II II I' ~ ~ '• 75 57 • • 16 ft] I EL. 105.0 _/J·--- APPROXIMATE INTERIM ,-~ GRADING BY THIS CONTRACT i-- DRAIN EXTENSION BY OTHERS - I i-"' • ~ • " 12'-0" • I" 1· • GAP GAP I 6'-0" A • • 16 15" 15" 2·-10· MIN. 50 MIN. ' ' ' ' 1""-1/1 I'\.. /I !! II I I .. I-~ .. .. I II II I " .. I/ "'-.I I/ ,I I • ~ ' ' ' I ® ' f-s-5.: @i 57 75 ' INV. 90.0 I EL. 77.67 RECORD DRAWING IS A RBIXIID DRAWING OF 111£ FACILITIES lDBITIFlll> Tl n.t BLOCK ONLY AND IIAS 8B PREPARED lit PART dUS lll 1'11£ ON 1'llli <1l'lll!IIS Rl!SPOIIS BASIS OF INFORIIATION COIPILED ~ND FURNISHED 8Y • 111£ ENGINEER AND <'WNER(S) WILL NOT BE IBLE FOR ANY ERROR\S) ~R OMISSIOll(S) WHICH HAVE BEl!II INCORPORATED INro TIUS DRAWING. AC11JAL CXllllDJTIONS WILL VARY Sc»BIIIKr FRO! fllE CONDITIONS IIDll HEREON AND AT S00 LOCATIONS TIIE VARIANCE MAI Bl LAIIG£ If fflE PRl!X:ISE LOCATION OF ANI FAClLl Tl IS RDIIRID, 1'HE FACILiff SHIIIILD Bl! FIELD LOCATED IN THE PRISBNCI Of All .1311PLOYEJ! OF 111E DISTRICT 01 fflll OlftlEll(S\ OP '11111 UTILITIES I11VOLVED • .. •• • 3'-10" • • • ,t -• " .• ' ·~ • A ' •. 6'-4" 4'-0" a Z l,, / ' 6 0 3 6 SCALE: 3/8" , 1' • , "' 0 ,_ ' "' '" "' / ·1. A • r· "' 0 ~ ' ~ • . J .8" THK (TYPI STA. 10+83.33 (CELL NO.I INLET LINE) STA. 20+18.83 (CELL N0.2 INLET LINEI PLAN 6 ~ / ~~ 6" CELL NO.I 106.13' EL. CELL NO 2 106 03' EL r bl ~7 T C: ::J 102.0 EL. f-6 / - C: ::J • A ~ • • • • • .0 • • . . . . " . . -I 9 / y I lo ' "' 44 J67) j I ' I I I /\~ I 1'-6" , <I" ' ;:,, 17 ' I I • " I • ~ I I ~ I • ,A • " • " •• 22'-B" SECTION A-A INLET VALVE HATCH DETAIL NO. 1 (TYPICAL FOR CELL NO. 1 AND CELL NO. 21 9 -,._ -,._ B ~ -,._ I • CONSTRUCTION NOTES INSTALL 4' x 6' STAINLESS STEEL ACCESS DOOR U.S. FOUNDRY NO. THO 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 AND INSTALL 1-1/2" CAP. INSTALL 14" 316 STAINLESS STEEL LADDER PER OSHA REQUIREMENTS WITH TWO SIDE RAIL EXTENSIONS (ONE ON EACH SIDE OF RAIL) AND SAF-T-CLIMB FALL PREVENTION DEVICE. SECURE LADDER TO WALL PER SHEET NO. S-11. INSTALL 24" BUTTERFLY VALVE IFLG x FLGI. 24" STEEL PIPE WITH 1/2" THICK THRUST RING (FLG x PE). ALL EXPOSED PORTIONS OF FLANGE OR OTHER METAL WITHIN THE RESERVOIR SHALL BE EPOXY COATED. INST ALL 24" CML8TW STEEL PIPE (PE x PEI. INSTALL 24" "LONG SLEEVE" FLEXIBLE COUPLING (STEEL x STEEL). 316 STAINLESS STEEL VALVE STEM EXTENSION MOUNTED TO ACCESS SHAFT AT TWO LOCATIONS WITH 4-3" x 3" x 1/4" 316 STAINLESS STEEL "L" BRACKETS (ONE ON EACH SIDE OF EXTENSION). BRACKETS SHALL BE WELDED TO THE STEM EXTENSION AND BOLTED TO THE ACCESS SHAFT WITH 3/4" 316 STAINLESS STEEL BOLTS (2 PER BRACKET). INSTALL 24" BUTTERFLY VALVE OPERATOR. INSTALL JOINT HARNESS ASSEMBLY PER THE LATEST EDITION OF AWWA M-11. CIRCUMFERENTIALLY OFFSET FROM ADJACENT HARNESS ASSEMBLY TD ALLOW FOR ASSEMBLY/DISASSEMBLY. ' 0 ' ;:,, • 0 ' <O • .1· • l 8" THK. I ITYPI 6'-4" 4'-0" -----~~ "' / "' / / "' 7 "' / / "' / "' .. 24 PLAN z • • . • . • • • . . • • ' 0 I B j 0 0 8 ~ @] ~ 14 KEY NOTES 3.0 MILLION GALLON REINFORCED CONCRETE RESERVOIR, SEE SHEET NOS. S-I THROUGH S-8 AND S-11. INLET PIPE, FLEX COUPLINGS AND ACCESS HATCH PER DETAIL I, SHEET NO. M-3 AND SHEET NO. S-I AND S-8. FUTURE FINISHED SURFACE BY OTHERS. FOR THRUST RING DESIGN, SEE DETAIL 2, SHEET NO. M-6. 4' x 6' CONCRETE PAD BELOW THE ACCESS HATCH WITH STEPS TO RESERVOIR BOTTOM PER SHEET NOS. S-I AND S-11. RESERVOIR ACCESS HATCH PER DETAIL 2, SHEET NO. M-3 AND SHEET NO. S-8. CELL NO. I 106.13 EL. CELL NO. 2 105.73 EL. • ,t 102.0 EL. • • • • • • • b 71----<o-l 17 1- 0 • • • • • • •. • 0 • • EL. 77,67 • ~, ' " ' • • • SECTION B-B 14 APPROXIMATE INTERIM GRADING BY THIS CONTRACT 2 ACCESS HATCH-DETAIL NO. 2 DANIEL BOYLE ENGINEERING, INC. f:)o.,J_ ~ "' 46756 I /;,,11 /cf PROJECT ENGINEER RCE NO. DATE . /(c .. ·• ·• (_ r ~I., (, I I " _:__, ~-, l \~ (,,,1,J'~·~· 41006 I, :!l.'I/Jf PROJECli MANAGER RCE NO. DATE (TYPICAL FOR CELL NO. 1 AND CELL NO. 21 APPROVED /{)-2/-'17 &'RECORD DRAW/A.JG~,, & -10'1.5 Drlll J---l--+-------+----1 ~ -O'i":if: .. J.,. ~DIRECTOR 38799 R.C.E. NO. __ ~~ 1----+---+'=="-------------+-c~cd J, Sri',,,~ ,(,,(,, DATE BY DESCRIPTION APP'D DESIGNED DGA DR A WNDY / JHK REVISIONS crccKrn RJO DATE 1/95 C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR INLET VALVE HATCH & ACCESS HATCH CITY OF NEWPORT BEACH W-5230-5 M-3 UTILITIES DEPARTMENT SHEET RIO OF R27 C:\PROJECTS\N03\103\VSHP:. CWG 1/23/95 PLOT AT 1=32 0-349 u \; z :,: 0 ~ 0 ~ ~ n □ 0 0 D co -□ " m 0 ii D ~ ~ • ~ b • z 3 ~ w 0 m • , "' • 0 " ~ 'a u • ~ • D I" n p ~ co ~ 0 • 0 ' "' • 0 ' "' • 0 ' "' 0 • 0 ' "' ) -'>L--'-- a Z 2 4 6 -------< I SCALE: 1/2" , 1' V • 0 :.!. 2·-0· 2 t, D. I ,;. t ii I ~ b "' '( I "' t, .• I \ I, =:;.,- ~ I "' 2 \, L.,) I I 1:1 < '( "' 2 \r :,._ . I, I I • " " "' 2 ' \r _j :,._ I • 0 0 0000 0 ~ 0 0000 ' ' I 3'-0" (TYPJ 3'-0" 0 ELEV. 106.00 • '<~' I '-: ''0 APPROXIMATE ''( INTERIM GRADE BY THIS CONTRACT 18r--t / ' } --+--_j_ ---1---~ / 89 -- 't:J' • ..• b • b • • • • • -B 5'-8" 3'-4" 18 cp '7 '7 ,, > ", ),, ')")"' ---X X X '> X X X X X XX X • 0 ,,, X 7 0 1------> >' ,, X L ' X X )< X == ~"' I------==--X X X X X X ◊~=-X )< xx x.,, ", °",_> X X X X X X X X X X =~ ~ >,. > X 'x "'\,, ') X X X X > X )< X X X -> > ,., 3 > --~ ------------ X X X X X X X X X X X X ,• X x =~ X )< V >,.> )< X X XX X X I I Xv V X > >,. ,x x" I I X X X X X X X X X > XX X x"x x" )< X ,lJ Ll. " " A 60 ~ B 23 9'-4" PLAN • " b• ·• , • N , , I • "" I I 5'-0"' 6'-0" SECTION A-A _,__~/ ___ _...._ 1/ ~-·,~- (& ' - 14 EL. 106.0 3 ~-L---1---mmmm±rn 3'-4" RESERVOIR ROOF 18 '7 X X > X ,, )< ) X) X ) > ) > X > X ) X ) > > )< > X X X X > X -X X X X X X X X X X X X X X > > )()( x,. x" >~ > <J X )< X )< X )< X X X X X X X X X XX X X >,. >,. > )< > X X X '> X X X X X X X X A X )< X X X INSIDE EDGE OF RESERVOIR\ x,. > > x" >,. > -X X X )< X X ®&} X X X X X X x,, x' XX X XV X , x.,,_),, .. ( X X )< X X X X X X X X X X ,. > > X x, 'l X k X X X X X X X X X X X V X X J" )( x:' ?' <)< X >, X ' • i X X X ., h. X X X X X X X X X X X X =v r4 X ,.J ' V vv vv v, j 60 7'-0" I I ' INSTALL e,y OTHe./t.S • t; INSIDE EDGE OF OUTLET VAULT-__. ' ID )< ~ xx:><>1----+---VERTICAL GRATING ' "' EL. 102.0 > X \__ RESERVOIR ROOF PARTIALLY REMOVED FOR CLARITY I> b l I RECORD DRAWING &1118 ltl A Rl!Q)RD DbllIIIG 0, 1'11£ FACILITIBS lDl!IITIFIED OI ll£ Tl TI.£ BLOCK CllLY ftllD IIAS 8l!Eli PREPARED 1• PART Ill M BASIS OF lNPORMATIOII CDIPILEI> AND FIJRNISIIBD SY ODll!RS. nlE ENGINEER AND CIIINER( S) WILL HOT BE RISPOIISJBLE FOR ANY ERROR1S) ilR OIIISSION{S) WHICH RAVI BEEII lHCORPORATEO INTO TIIIS DRAWING. ACTIJAL CONDITIONS WIU. VARY SOIIEWIIAT FRO!! rHE CONDITIONS 5IIOllli HEREON AND AT SIJIE LllCATlOIIS THE VARIANCE IIAY • LARGE lF 11IE Pllll:ISE LllCAU~ OF ANY FACILlTY IS iUliib, l'HE FACILITY SHOULD BE FIELD LOCATED rN THE ftRSml OF Alf.l!NPLO!IB OF THE DISTRlCf OR THE ... , 0, 1RB IITILITIIIS III\IOLVED • ID ' • • b • 27..?-ft'2 " " ' EL. 102.0 SECTION B-B VENT 89 8'-9" 7r II II II II II II 2·-0· 7r II II II II II II _JL 89 LOW VENT 3'-0" 4'-0" " 7 '<:J OVERFLOW OUTLET / ACCESS HATCH DETAIL NO. 1 OUTLET VAULT VENT PIPE SECTION DETAIL NO. 2 SCALE: 1/2" • 1'-0" DANIEL BOYLE ENGINEERING, INC. &}ll-,~ 48756 1 / r'f /.'1 /0-21-17 6 •RECORD Dk'AWIA/&5" PROJECT ENGINEER RCE NO. DATE ffi ·!0'15 DSA ~ -~··. (' 1,Jt~. ;'~~~ ,l.,,.:t i,r DATE BY DESCfilPTION 41006 ROJECT1/MANAGER RCE NO. DATE REVISIONS J • N • 0 ' i\J 1<51',"l----FUTURE STORAGE BIN 0 ® © 0 0 El .J.'>~ ,1,,1,. APP'D CLOSURE WALL CONSTRUCTION NOTES INSTALL 12" PVC SCH 80 VENT PIPE INSTALL PVC VENT STACK AS MANUFACTURED BY ARMOUR-CAST COMPANY MODEL NO, UPSRK-8. INSTALL 4'x6' STAINLESS STEEL ACCESS DOOR U.S. FOUNDRY NO. THD 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 AND INSTALL 1-1/2" CAP. INSTALL 14" 316 STAINLESS STEEL LADDER PER OSHA REQUIREMENTS WITH TWO SIDE RAIL EXTENSIONS (ONE ON EACH SIDE OF RAIL) AND SAF-T-CLIMB FALL PREVENTION DEVICE. SECURE LADDER TO WALL PER SHEET NO. S-11. INSTALL "LINK SEAL" WALL SLEEVE AND INTER-LOCKING RUBBER LINK MECHANICAL GLANNDS AS MANUFACTURED BY THUNDERLINE CORPORATION. INSTALL McNICHOLS CORGRATE FIBERGLASS GRATING WITH 1-1/2" x 5/16" BEARING BARS AT 1-3/16" O.C. PER SHEET NO. S-8. INSTALL 12" PVC SCHEDULE 80 LONG RADIUS BEND. KEY NOTES 3.0 MILLION GALLON REINFORCED CONCRETE RESERVOIR, SEE SHEET NOS. S-1 THROUGH S-8 AND S-11, OVERFLOW OUTLET AND ACCESS HATCH AND RETAINING WALL PER DETAIL SHEET NO. M-4 AND SHEET NO. 5-8. FUTURE FINISHED SURFACE BY OTHERS I, C-2961-B APPROVED 38799 DATE DESIGNED DGA DRAWN DY /MR CHECKED RJQ DATE 1/95 3.0 MILLION GALLON 16TH STREET RESERVOIR OVERFLOW OUTLET CITY OF NEWPORT BEACH W-5230-S M-4 UTILITIES DEPARTMENT SHEET RII OF R27 C:\PROJECTS\N03\103\VSHT4.DWG 1/23/95 PLOT AT 1=24 D-349 , 0 , ~ , ~ §; a • . ~ e " ~ I I ~ ~ ~ a , a ~ Sil ~ . ~ m " 0 ' ~ " TI ~ § ~ D ~ z C ~ m m " 0 ' ~ > ~ ,, u m " !ii z C -:: ffi " a vi • " • I !" CJ ~ ~ ~ C, " z i;; 1r ____ 0 r D CJ u D D D D ~ D z • 'D <C z ,m !~- :"1 --- " \,. " " i; n 0 D D C, ~ 15 2 • ~ z '" C, )> C ~ 0 D z Ii • • 73 STA. 50+00.00 CELL NO.I DRAINLINE STA. 60+00.00 CELL N0.2 DRAINLINE 0 ' 36'-6" 22·-10· II' -1" . • 9 CONSTRUCTION NOTES EL 77.67 ~· ~'--~-~ INSTALL 8" "LONG SLEEVE. FLEXIBLE COUPLING IDIP x DIP). INSTALL B" DIP CLASS 52 IMJ x MJ) . -j 3" • • ' .·, • • ... 1·-5· ITYP) EL. 72.67' «> . • Q • N • N •fl! • • , • !l! B· I SUBDRAIN STA. 60+01.17 CELL N0.2 DRAINLINE INV. 6B.67 STA. 50+01.17 CELL NO.I DRAINLINE INV. 68.67 8" DRAIN SCALE: 3/8.=I' -0" • N " I • • '• • • • • . . • SLOPE PER PROFILE LINE DETAIL NO. (TYPICAL FOR CELL NO. 1 AND CELL NO. 21 2'-0" EL. 77.67 • NATIVE SOIL---t---+--~ SLURRY--, I" GAP • ID ' 0 I • . 1·~-~ • • ·1- 0 z w z :I! 0 " • • ... N N ' i-- 2'-0" " • Q ' ~ 1 22·-10· I'-" _Gc:A..::.P _ _,b-■-------"6'--' --"I o=-•------lf.■--'-'I C:.:E:=L=L_N:.:.O:::·c.i' "/ 3'-0" -~ 0 w (/) • <( II 41 37 CELL N0.2 ONLY 3 6 9 SCALE: 3/8" , 1' (CELL N0.2) r---1::::,,-FORMED END £:! 0 :z w 37 0'-6" !CELL NO. 21 • • .· • • • • S=0.0000 • • • •· • ENO 20 36" OUTLET PIPE DETAIL NO. SCALE: 3/8"=I'-0" (TYPICAL FOR CELL NO. 1 AND CELL NO. 21 1'-6" 2 SOIL I" GAP 4' -10" !CELL N0.2) 5'-4" !CELL NO.II >-FORMED END 12 • • STA. 33+00. 73 • I" GAP l'-6" I / / STA. 50+69.33 CELL NO.I 4 PT. ----.. ' ' \ \ \ l--.-cELL NO.I \ / DR AINLINE 10 '.: 12 // ' / '--.. / --- 69'-2" 5•-0· 4 PLACES ITYP) I 71 ST A. 33+05.23 CELL NO.I OUTLET LINE INV. 64.17 CELL NO.I OUTLET LINE STA. 41+64.50 STA. 41+60.00 CELL N0.2 OUTLET LINE INV. 64.17 CELL N0.2 OUTLET LINE ONLY ·1 V 72 • 0 ' ;., A • ... @ @ @ @ @ @ 8 @ 0 @] §1 ~ INSTALL 36" •LONG SLEEVE" FLEXIBLE COUPLING !STEEL x STEEL). INSTALL 36" CMLBTW STEEL PIPE IPE x PE). INSTALL 4" SCH 80 316 STAINLESS STEEL PIPE AND WELD TO BASE PLATE. CONSTRUCT THRUST BLOCK PER CITY ST0-5I0-L. INSTALL 8" DIP 45° BENO IMJ x MJ). EMBED 14) 5/8" 316 STAINLESS STEEL ANCHOR BOLTS IN CONCRETE SLAB AS SHOWN. ATTACH TO BASE PLATE WITH 316 STAINLESS STEEL NUTS AND WASHERS. INSTALL 8" DIP IFLG x MJ) ADAPTER. INSTALL 5' x 5' x 1/2" 316 STAINLESS STEEL PLATE AND WELD TO SUPPORT PIPES. INSTALL 36" CMLBTW FORGED STEEL LONG RADIUS 90' BEND IFLG x PE) . INSTALL 36" CMLBTW STEEL PIPE IPE x PE) WITH 2-3" SEEP RINGS, INSTALL 12" X 12" X 3;4• 316 STAINLESS STEEL BASE PLATE WITH 4-3/4" DIA HOLES. INSTALL 8" DIP 90' LONG RADIUS BENO (FLG x FLG). INSTALL 8" DIP IFLG x PEI WITH 3" SEEP RING, LENGTH = 28-1/2". INSTALL JOINT HARNESS ASSEMBLY PER THE LATEST EDITION OF AWWA M-11. CIRCUMFERENTIALLY OFFSET FROM ADJACENT HARNESS ASSEMBLY TO ALLOW FOR ASSEMBLY/DISASSEMBLY. KEY NOTES 3.0 MILLION GALLON REINFORCED CONCRETE RESERVOIR, SEE SHEET NOS. 5-1 THROUGH S-8 AND S-11. 8" PERFORATED PVC SUBDRAIN/WALL DRAIN SHALL TRANSITION AT THIS LOCATION TO SOLID PVC PIPE FOR STRUCTURAL DESIGN OF CONCRETE PIPE ENCASEMENT, SEE SHEET NO. S-3. FOR INSTALLATION OF WATER STOP, SEE SHEET NO. S-I1. 5'-0" ITYPI 1• [T~~-•1 ,-------~-~1-=---=----J:oi~ 10 I 6 I ,' \ 1 TYP.7 If-1 I ~ >-1->. ~I \ /\ '-' 1 1 1 1 \ I \ --~ I RECORD DRAWIN<3 IIUS lll 1t RIICORD DIIMIDIG OF 'IB£' FACILrl'IBII lllBITIFlBII Ill TIii! TlTU BLIX:l laY AIID IIAS BEF/f l'RBPARED II PAIIT OI 11lli BASIS OF INPOIIIIATitll cntPILIID ~ND l'URNlSlllll> BY OTlll!RS. fflE ENGINEER AND OWNER(S) WILL NOT BE 48 RBSPONSJBLE FOR ANY ERROR\S) ,)II OIIISSION(S) WIIICII RAYE BEEN INOORPORATED INTO THIS ORAWIIIG. ACTUAL CDDJTIOIIS WILL VARY SOIIEWIIAT FR<»! nlE CONDITIONS SllllWII HEREON oUID AT SIii! LOCATIONS 111B VARIANCE NAY Ill! WIG£ IF TIIE PRECISE LOCATION OF ANY FACILlTT IB lllllllllll!D, 1'IIE PACILl'l'f Sim.D Ill .FIELD LOCATED DI TRB SECTION A-A l!IIIISBICI! OF .All. IH'UJrD OF 'l1IE DISl'RICT OR Tim aDiSl 0, 'l1IE UTILl'lIIIS lllllOLVBI) SCALE: 3/8"=1'-0" , 0 ' in C-2961-B DANIEL BOYLE ENGINEERING, INC. APPc?OVED 3.0 MILLION GALLON 16TH STREET RESERVOIR bol ~ 48756 l}y/q PROJECT ENGINEER RCE NO. DATE ffi }, -1n-'ls D0A ✓ \td> r)t v."-DATE BY 41006 1/..,_ .. ,,r PROJECT'MANAGER RCE NO. 'DAE .sr,...,,. DATE •-:z.o,-~!;, •l•d" DESCRIPTION APP'D DESIGNED OGA DRAWN REVISIONS CHECKED RJO DATE OY/JHK 1/95 RESERVOIR PIPE PENETRATIONS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5230-S M-5 SHEET Rl2 OF R27 C'.\PROJECTS\N03\103\RSECTICN.DWG 1/23/95 PLOT Ai 1=32 D-349 i I ~ i ~ • , 3 0 , " • • ! I I i " . iii ~ 0 ~ " ~ ~ .TI 0 m ~ ~ z C < '" m " ~ " " " ~ " 0 m " ~ z C , • 'u "' z "' n ,. C 2l lJ z !> TI \; z I " r 0 " d lJ 'U 0 ~ " 0 z ~ z "' " ~ 0 lJ £. ~ ...... N 'D \; z I Cl 6 (1 'ii ~ 0 ~ a 2 • IO • (0 • IO WELDED STAINLESS STEEL HEX NUT TO 2" PIPE (TYPI PIPE SUPPORT ASSEMBLY PER CITY STD. 522-L (TYPI ----<.._ ri7 ' ,_ ED - ,-J __ I t- I t 16" PLAN t. OF PIPE ---ED - i • ..,. , ____ 36" OUTLET PIPELINE 3/8" THICK STAINLESS STEEL SADDLE TYP 4 PLACES 1/2" MIN 2" STAINLESS STEEL PIPE, ONE END BEVEL TO MATCH SADDLE RADIUS ITYPI 1/2" MIN --STEEL THRUST RING, 1/2" THICK AND 3" WIDE PROPOSED 24" INLET PIPELINE 1/2" MIN PIPE SUPPORT DETAIL NO. 1 NOT TO SCALE ADDITIONAL---- REINFORCEMENT ITYPJ SHOP APPLIED ----- PROTECTIVE MORTAR ••• •• • OUTSIDE WELD 2" MIN 4" MAX ITYPJ WELD IN FIELD )---sc-,-------t9-J 1/2" MIN 2" MIN INSIDE WELD 2"x4"xl3 Ga. W.W.M. ---, CEMENT MORTAR PLACED IN FIELD I 1/2" MIN CEMENT MORTAR PLACED IN FIELD GAP VARIES 6" MIN/I0" MAX \ 2" MIN CHIP MORTAR LINING AS REQUIRED FOR INSIDE WELD (TYPJ OUTSIDE WELD (l't----r,--( WELD IN FIELD 1/2" MIN FIELD APPLIED TAPE WRAP SHOP APPLIED TAPE WRAP • • lL 7 3" MINIMUM OVERLAP OF FIELD APPLIED TAPE WRAP OVER SHOP APPLIED TAPE WRAP ITYPJ THRUST NOT TO SCALE RING SECTION -DETAIL NO. CADWELD ITYPI VALVE BONDING DETAIL CADWELD ITYPI BOLT WIRE TO FLEX COUPLING ITYPJ WELD IN FIELD )---.,:,----cf-' INSIDE WELD '-€'3f----,r-{ WELD IN FIELD RECORD DRAWING 5" EXTRA HEAVY 316 STAINLESS STEEL HALF COUPLING ITHREADEDJ-~ 1/2" MIN 3" MINIMUM OVERLAP OF FIELD APPLIED TAPE WRAP OVER SHOP APPLIED TAPE WRAP ITYPJ SHOP. APPLIED --~ PROTECTIVE MORTAR • • • • • • • • OUTSIDE WELD WELD IN FIELD )---.;-,----------€:Y 1/2" MIN 2"x4"xl3 Ga. W.W.M. 1/2" MIN 1/2" MIN TYPICAL SECTION N.T.S. FIELD APPLIED TAPE WRAP ~--CEMENT MORTAR I 1/2" MIN PLACED IN FIELD 1/2" MIN 2"x4"xl3 Ga. W.W.M. dllll 111 A IIIKXJRD DRMllNG OF 1'11! FACII.ITIBS llll!ITIFIBD m 1U Tlfl.I BLOCK ONLY AND IIAS BIBI PREPARED r• PART OIi TRI BASIS Of INFORMATION COMPILED AND P!JRNISll8D 8Y Clllll!IS. 11IE ENGINBl!R AIID ClllllER(S) WIIJ. !IOI' 8£ IISPOIISJBLE FOR ANY ERROR1S) JR OMISSION(S) Wl!Iat IIA'fl 111!111 INCORPORATED INTO 'l'IIIS DRAWING. AC'l'IJAL <DIIIJTIOIIS WILL VAIil SCIIEIAIAT FRIJ! l'llf. COIIDITIONS SIIIMI HF.REON AND AT SOIE LOCATIONS 1'IIE VARIANCE l'IAY BE t.AIIGE IF THE PRBCISE LOCATION OF ANY FACILlTY IS IIIDltRl!D, l'IIE FACILlTY SIIOULll BE FIELD LOCATED DI TIii! P.USl'JICI! OF AN. F.IIPUlYBI! OF '11111 DISTRICT OIi TilE ClallliSl OF THE UTILITIES IN'IOLVED OUTSIDE WELD FLEX COUPLING BONDING DETAIL BONDING NOTES: I, CATHODIC PROTECTION CABLE SHALL BE #2 CLASS B STRANDED COPPER IN ACCORDANCE WITH ASTM B-8, WITH HMWPE INSULATION COMPLYING WITH ASTM 0-1248 GRADE E5. THE CABLE SHALL BE PRINTED WITH THE CONDUCTOR SIZE, THE MANUFACTURER, AND "HMWPE CATHODIC PROTECTION CABLE". 2. REMOVE EXISTING COATING AS REQUIRED FROM PIPE TO FACILITATE INSTALLATION, CLEAN METAL BY WIRE BRUSH METHOD AND GRIND TO BRIGHT METAL FINISH PRIOR TO WELDING. INSTALL WIRES USING THE EXOTHERMIC WELDING PROCESS IN ACCORDANCE WITH ERICO ENGR. SPEC. AI60-A05. COAT EACH WELD WITH A ROYSTON .,.--1:Y----,-,--<. WELD IN FIELD 1/2" MIN "HANDY CAP" NO. 2 WELD COVER AND RESTORE PIPE COATING IN ACCORDANCE WITH SPECIFICATIONS . INSIDE WELD MIN CEMENT MORTAR PLACED IN FIELD ••• SHOP APPLIED TAPE WRAP • • BUTT JOINT NOTES: 3. THE MINIMUM NUMBER OF BONDING WIRES SHALL BE 3 EACH PER VALVE OR FLEX COUPLING PLACED SYMETRICALLY AROUND PIPE. BONDING DETAIL 'NO. 5 NOT TO SCALE I) BUTT-STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD JOINING. (BACKING PLATE SHALL BE 1/4" THICK BY I" WIDEJ 2 0 • • ' 6'-1" 4'-5" 1. ·1 RESERVOIR WALL 2'•9H 6" r 7YPJ! EL. 77.67 I • • • • <l • • " • INV. 75.9 RESERVOIR FOOTING INV. 74.1 CONSTRUCTION NOTES @ INSTALL 8" SCHEDULE 80 PVC DRAIN PIPE @ INSTALL 8" SCHEDULE 80 PERFORATED PVC SUBDRAIN/WALLDRAIN INV. 66.2 PLATE 3/16" x 24" x 24"---~ GALVANIZE AFTER FABRICATIONS DRILL 3/B" HOLE FOR 5/16" BOLTS (TOTAL -4 REQUIRED) w !l, n. 1-z ~ ~-- BLOWER BASE MOUNTING__/ PLATE (PER BLOWER MANUFACTURER) WALLDRAIN/SUBDRAIN DETAIL NO. 3 NOT TO SCALE LINK SEAL ---~ WALL SLEEVE ITYPJ ~-12• DIA SCH 80 II" 12" i VENT PIPE I II" 12" ELEVATION VENT PIPE ----------------------t--- \_ TACK WELD NUTS TO BACK OF 3/16" PLATE SPACE HOLES AS REQUIRED TO FIT BLOWER MOUNTING PLATE (PER FAN MANUFACTURER) SECTION B-B 5/16" STAINLESS STEEL BOLTS a ANCHORS !TOTAL -4 REQUIRED) INSIDE FACE OF VAULT 3/16" PLATE BLOWER MOUNTING PLATE DETAIL NO. 6 NOT TO SCALE C-2961-B SEE NOTE 4 _____ _; 2) I4-INCH MAXIMUM LENGTH OF BUTT-STRAP FOR FIELD CLOSING SECTION. 31 FOR 24-INCH DIAMETER PIPE, TWO HANDHOLES ARE REQUIRED PER DANIEL BOYLE ENGINEERING, INC. APPROVED 3.0 MILLION GALLON 16TH STREET RESERVOIR HANDHOLE DETAIL N.T.S. BUTT-STRAP JOINT DETAIL NO. 4 NOT TO SCALE EACH BUTT-STRAP JOINT. THE HANDHOLES SHALL BE LOCATED AT 120' APART. 4) WELD 316 STAINLESS STEEL PLUG TO COUPLING AND CEMENT MORTAR LINE OR COAT EXPOSED INTERIOR METAL SURFACES WITH II MILS !MIN) EPOXY COATING IN FIELD. J::Jw~ PROJECT ENGINEER ~,'~t:-\..;l_~ PROJECT MANAGER 48756 I/ ;,.q-/"15 RCE NO. DATE •/1J1L•s: 41006 RCE NO. DATE 38799 £ 3-/0-'!5 DCA MISCELLANEOUS DETAILS DATE BY DESCRIPTION APP'D DESIGNED DGA DRAWN MR/DY CITY OF NEWPORT BEACH W-5231).S M-6 REVISIONS CHECKED RJO DATE 1/95 UTILITIES DEPARTMENT SHEET Rl3 OF R27 C,\PROJECTS\N03\103\SHEETM6.DWG 1/23/95 PLOT AT !=I D-349 * " " □ ' I w ~ '" I< t: ~ 0 ~ z " N ~ ~1 I el 0 i ~ " D ~ "' 'O m D ~ " ~ ~ ~ z 0 C z " < ro ~ m • TI a 8 l,i m , ~ :1 "' " ~ C'. ~ D ~ z ii VERTICAL 8" PERFORATED PVC DRAIN ALL AROUND,, 6 "I "S-11_,, 18'-6" 16'-4" 3 0 16'-4" 7 8 ~ CONSTRUCTION JOINTS 16'-4" 16'-4" 16'-4" 18'-6" o EAST-WEST 16'-4" 5 6 --1---I ' 1 I 1 ~ WALLS@ ~ 1 -~ -2 1 _ RESERVOIR I I / I ~+----1-~,___\__c _____ -+--------~-----------------+,---------'----------+--------,--,----------------11--. ----~~-S-11 I ' I It n: ~ I co b I <.O •□ I 0 I'-> ~ 0:: w (/) w n: I I ' \i_ "--I 1 • --.. _ _ _ .,. ,, \__ "'-'--+/____._I _"--+c_o_R_N_E_R----cR_E-:--1 N_F_o_R_c_1_N G 1 ,s-11 TYPICAL AT WALL 2' -9" • I t-AND FOUNDATION I -lD 0 co ' (I) ' 8'-2" i CELL NUMBER I I 8'-2" 0 r<l N ' "' -,___ --I-----------r-.',------I -_ _,_ -------__,._ -------~-------+ ----I-------,---~ I 0 ' 0 0 (I) N w w (/) I-+--------"t--- N ' -+@ 8'-2" -~--b----+----'-✓l-----------4-----j------ 0 ' r<l N .' I " INTERSECTION ,s-11 1REINFORCING (TYPICAL) - -------- f-+- --r---, / f-+- 4'-0" \ / \ I I / 0 ' r<l 0 ' r<l n: w 0 0 <l: _J -<D ' -0) 0 ' N r<l er; - (/) ct: <l: h (/) ' 0 N r<l ' --1---i -----2 H ,___,. ----f-+- lD ' co 6 -4" ,__,_____, -----,,,,-ct_ LADDER / ------c-t- 0 CELL NUMBER 2 AREASLU ~ N ~ ~ ~ -------= ~T==::::;:=====-l===========~================:;===l==============;========J=-l st t I t t J ~~-----+-~--------'-'----'------------------'--------+----------'-----f---------------'---------~-~ VERTICAL CONSTRUCTION JOINTS NORTH-SOUTH WALLS ( 2 19'-6" 2'-0" 32'-0" 32'-0" 135'-0" !OUT TO OUT lal WALL BASE) 139'-0" (OUT TO OUT 1a1 FOOTING) 2'-0" w (/) <l: (!) 0) z [Q 6 (/) _J _J <l: ~ f-::::, 0 0 f- f-:::::, 0 0 LL [Q f-::::, 0 0 f- I-::, 0 --0 0 in r<l 0) r<l FINISHED GRADE 6" PVC PERFORATED WALL DRAIN DETAIL/ 6 2'-4" st st N ---.-, TAPERED ROBERT BEIN, WILLIAM FROST & ASSOC. ~ ~ TOP OF ULTIMATE FINISHED SURFACE WATERPROOFING ELEV. 102.00 <t_ RESERVOIR I MIRADRAIN VARIES 2' TO 4' !SEE SPECIFICA TIONSI 2'-4" AT WALL BASE ELEV. 77.67 EXPOSED PREPARED SUBGRADE 8" PERFORATED PVC SUBDRAIN ITYPICALI @ ENCASED 8" DRAIN LINE 3 VALVE HATC~ BEYOND 1 LADDER AT VALVE HATCH INLET PIPE/ VALVE BEYOND r LANDING a STAIRS BEYOND 20' -0" {TYPICAL) 2' -0" DIAMETER COLUMN {TYPICAL) ELEV. 72.67 0 ' __J '-(/) COMPACTED SOIL--~ 8 16 1/8" = l'-0" 0PCRATING <f WATER LEVELi 24 1'-0" 0 1/, (2\ CONSTRUCTION ~ JOINT (TYPICAL) 0 8 16 24 1/8" = l'-0" AT WALL TOP 20 -0" 4 MIRAFI VAPOR BARRIER 140N ENCASED 36"(1\ OUTLET PIPE~ I 2'-0" AT BASE ELEV. 77.67 / j N MIRAFI FILTER BLANKET 600X <t_ RESERVOIR st 0) N SEE SECTION "A-A" FOR FOUNDATION a SUBGRADE DETAILS C-2961-B SEE SHT'S. S-9 a S-10 FOR VAL VE VAULTS SEE RESERVOIR PIPING PLANS FOR ALL PIPING AND DRAINS UNDER AND ADJACENT TO MAT FOUNDATION fOQJ!NllDlA T!O!Nl IPlA!Nl 0 8 16 24 a z @0 DENOTE GRID LINES FOR RESERVOIR .:;;/OZIJ 1/q ~ ~_J j Ats , ~-1---+---+-------------+---i u,11ilJJiluiEClOR 38799 .. R.C.E. NO.~-- 3.0 MILLION GALLON 16TH STREET RESERVOIR IFOl!JINlDA:nolNl PLAIN] AINID 5'1EC1i"IOINJS (SHEETS C-2 AND M-5) FOR CONSTRUCTION JOINTS IN FOUNDATION SEE SHEET S-3 1/8" = 1'-0" S.E. NO. '□ATE S·3«x:> 1/95 s.E. NO. bArr & DAIT BY DESCRIPTION REVISIONS .,r_.,. DA IT __,I--=-• z;.,.1._•1,5;,__ __ _ ,1,, {'> APP'D DESIGNED DRA\IIN J. BRADFORD 0. FETTERS CHECKED DATE CITY OF NEWPORT BEACH UllUllES DEPAR1MENT W-5230-S S-1 SHEET Rt 4 Of" R27 FILE: 3023651.DWG PLOT AT 1:40 10/11/94, GIF 7 I ©--- ©--- -<D ' CD ell ' I(f) W(.) E >----+--0.. f-f--+-0.. <! w CD ' IW I-I w w (/) _J > Z_JW -<!w ~>(/) ---~ - 7', 11 I I I I j, -/ ~x- I/\ ' I I I I L . --r I I I I I ' }; / x- I\ I - 9'-4" I y- I 2 c:;Q I I 9'-2" 11 FUTURE STORAGE BUNKER WALLS OVERFLOW !SEE SHEET S-8) 0 7r I I I I 0 I ~ RESERVOIR I 6 16 1/8" = l'-0" 7 - l . ;__ a Z 24 - B2 . i I ' i I ' . ' . . I I I I I I I I I I - 9 --------- ------ ---- Q'. 0 > Q'. w (/) w Q'. . I - -0 ' i:o ' 0 ' t--- -0 ' f... . 0 ' i:o CD ' (/) f-w Lu I (/) w w (/) I u f- <! I (/) (/) w (.) (.) <! ---------~ - I I ' - ,. I ',CORNER REINFORCING , S-1I,/ !TYPICAL) - --- ROBERT BEIN, WILLIAM FROST &:-ASSOC, STRUCTURAL NOTES: MATERIALS IRE FER TO SPECIFICATIONS FOR REQUIREMENTS) CONCRETE: 4000 PSI REINFORCING: AS TM A6I5, GRADE 60, DEFORMED INTERNAL METALS: STAINLESS STEEL, TYPE 316 SPECIAL REQUIREMENTS SEE SPECIFICATIONS FOR RESERVOIR AND CONSTRUCTION JOINT TESTING. CODES TRUCK LOADING: HS2044, AASHTO, 1990 EDITION REINFORCED CONCRETE: AMERICAN CONCRETE INSTITUTE, ACI 318-89 ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES ACI 350R-89 GEOTECHNICAL SITE, SOIL AND EARTHQUAKE DATA FROM REPORT NO. 93-32197-01 "REPORT OF GEOTECHNICAL EXPLORATION, GROUNDWATER DEVELOPMENT PROJECT" DA TED NOV. 3, 1993, AND SUPPl.EMENTAI_ REPORTS PREPARED BY CONVERSE CONSULTANTS, ORANGE COUNTY. EARTHWORK REFER TO SPECIFICATIONS FOR REQUIREMENTS DESIGN LOADS ROOF -SOIL / 120 PCF / 4 FOOT COVER WITH PAVING TRUCK LIVE LOAD HS20-44 ~ s· ib 14 '-IG' ;ib AXLE LOADS--------------8000# 32000# 32000# EXTERNAL WALLS -LATERAL EARTH PRESSURE L'.l 60 PSF 57H DYNAMIC EARTH PRESSURE Hrr WATER PRESSURE -62 PSF-27 FOOT HEAD OVERFLOW PRESSURE -62 PSF-33 FOOT HEAD DYNAMIC WATER PRESSURE LJ 0.6Ig HORIZONTAL 0.40g VERTICAL INTERNAL WALL -WATER / OVERFLOW / DYNAMIC PRESSURES EARTHQUAKE -MAXIMUM CREDIBLE PER GEOTECHNICAL REPORT SEISMIC ACCELERATION -0.61g HORIZONTAL AND -0.40g VERTICAL SEE STRUCTURAL CALCULATIONS FOR LOAD COMBINATIONS. WATER TESTING PRIOR TO BACKFILLING AROUND RESERVOIR. RECORD DRAWING l'lll8 IS A lill.Un) INIIIIIIlfG OF 'I'll! FACILITil!S llll!IT'IPllll DI lll1i Tl n.£ IIUlCs: OIILT AIIJ) HAS 81!1!11 PREPAIIID (I PART 01I 1'111! BASIS Of llll'ORHATION COIPILl!D AllD PIIRNISIIED Bf ODIBRS. 11IE l!IIGINBl!R AND OWNP.ll(S) WIIJ. NOT 8£ RBSPOIISIBLE FOR ANY l!RRORLS) olll OIISSION(S) WIIIOI IIAYI BEEN IIICORPORATED (N'l'O THIS DllAWING. ACftJAL COIIDJTIOflS WIIJ. VARY Sc»mwl!AT FRO! 111£ CONDITIOWS SIIOWN HERD AND AT S<»II! LOCATllJIE 11IE VARIANCE flAl Ba LAIIG£ lf THE PRB:ISB .LOCATIOII OF oo· FACILlft IS 18l11Illl!D, l'IIE PAC11.ITY SHOIILD Bl FIELD LOCATan II ffB ■FPO OP AII.EMPU>YEE OP 'l'U USTRICT 01111£ -.,sl fl 1111 lml.ITIBII I11VOLV1!D I C-296I-B 3.0 MILLION GALLON ()_ /,,)A: ,/ 5-lo?u t/9C 1---+-+------------1-----1 u~r~®J,Jro;~-i--_1_6_T_H __ S_T_R_E_E_T __ R_E_S_E_R_V_O_I R_--1 l R.c.E. No.___ ROOF rlAINI PROJECT ENGINEER ' S.E. NO. 'DATE 3·/0·1S Dt1-II ~~~ DAIT BY S·3o,:x, ll9S' S.E. NO. DATE IL DESCRIPTION REVISIONS µ.;~;; DAIT 1--z.1,-'IS AND STRllJCTIJIRIAl f',j]QTIES APP'D DESIGNED DRAl\lol J. BRADFORD 6. FETTERS CHECKED DA l[ CITY OF NIEWl'ORT BEACH UTlLJTIES DEPARlMENT W-5230-S j S-2 SHEET R15 OF R27 File:, 30236S2,DW6 PLOT AT 1,40 10/11/94, GIF ~ g • ii ~ ~ ~ '? ~ , ,I! n D n m D ~ z C ~ ro "' D 0 "' ,. n --"' ~ "' " 'O \;: z "' 0 6 fl '5 ti ~ i5 z • I _m " ,. C ~ 0 D z " ·~ ~i D 5 " n !:':l 0 D JJ Ll ~ m D .!J :rJ ~ § ~ M ~ z_ 0 <f> ~--12-#6 llil 8" TOP~ \PLACE BELOW NORTH-SOUTH -12-#8 llil 8" BOTTOM~ \PLACE ABOVE NORTH-SOUTH TYPICAL 8-PLACES TOP BARS! BOTTOM BARS) ~ t RESERVOIR --- 9 ® ' I I I I I /""j;\--------+-,----l---+.M//2½½H~/2½½~✓~½~~/2½N½~1/_+--------,----------'------------.--------'-------___J_---H----_:_-~~-'~-----,1 ---- ~-/~V/#' I I I I I I "" ®-----+---++-· -------1/ 1/ ~ #8 llil 6" V I I -U) OPTIONAL COLUMN PADjr I '\ {§ . lD lg ID -"" U) ID I I AT SLOPED AREAS \_S-4 _/ 1 1 l§ co ~ -_-c6 cb ! -,~7 ~ ~ ~ 6 ~ ~ ! : --f~~ - ~,------------tt------t-------+------+------L--+-_-_J --I oro~ -I, _J 1 2'-0" 1 I ,-~ 8" DRAIN LINE EB 8"1 ~ #6 la) 8" ~-' #6 la) 8" - U) # 8 ra 6" ~I~" I I I ~ @-----+ ---++-------t---~ --~ ---~ -i ------~ ------... --~---~=, -+-+-1--1-..... E-D,___-; -I ---$ -----H-----+- r C "11i. ~ , Ot; I SIMILAR ,.r C ..... r : ID S-4 ,. EB "" SEE EXTERNAL S-4 , '--' I ~ ------t--+ -I+--------1 ---+----+t-----+,----'-_ -' -,--------+---T --, -1---1---i !__) , ' _ 1 CORNER AT 1 i 1 ' lD COLUMN ROWS , , A-I FOR CORNER 1 ~+.1'-'--+-~' ++---+---<rT'. ~ -1 BA: DE TA~\ ----@--- --r - -----t-t!J--11~---t--t-'---,,,1 ---, o -'-___,__ - j ADD 4-#6 x 16' llil 16" TOP 8-1 x 1 ADD 4-#8 x 16' llil 16" BOTTOM 1----___,/ co ro EACH WAY, EACH SIDE OF DETAIL / I -,,, 1 jg "" PIPE OPENINGS \TYPICAL llil , 36" AND 8" PIPES THROUGH [TYPICAL) \.. --.J 1 : - I FOUNDA TIONJ TOTAL=4 PLACES V I ®----1---I+------,, - -~ -r- ~ T--~--~--- w OJ -' ID -----t-----l --- _J c;, <! zu u Ct:~ Ct: f- 0 w I- LL ::'e ::::, Z ::,; O w >-0:, Ct: U1 <! ('.) z u Ct: 0 LL z uJ Ct: (l_ 0 f-- I 1-::, 0 (/) ' I I-- Ct: 0 z SPLICE TO HORIZONTAL WATER STOP \TYPICAL) - I A ----------- -ft- J I 45'-0" COLUMNS l I I I 8" 8 36" DIA. PIPE PENETRATIONS (TYPICAL) 1 CONSTRUCTION JOINT WITH WATER STOP [TYPICAL! ---- 0 • 11 1, 50'-0" 40'-0" AND VERTICAL WALL JOINTS NOT SHOWN 0 20 ~ .J 40 60 1-----<1 I" = 20' i 36" OUTLET PIPE 7 ELEV. 72.67 9 - - . I ~CAL ALL I ~ ;,1 " 1 UND 2'-0 TYP ARO --- -(!) ' l() st -0 ' ' (!) ' l() st ---l~ J a Z lD "" I-U1 I ~ ~ L=:::======~~/2~1/===:::::::==c===="====t=="====~="======"======"==:::::=:::::::="======"=====~'==:::::::============:==::======~':::::::======!===::=== : ~ ---lc--1 -----~-( --~ ----11--' -- --I ---------- -----~ --: ---, ------+- :_= __ = __ = __ =_=_=:;::::=,==':=~,.:,,..y7+✓_=_=_::~_ -+--+-_I __ --- MAT FOUNDATION • 6" FLAT-RIB @ WATER STOP ALL AROUND S-11 _J '"' i <! 3: <a).J l __ _ 1~t1/ I/ --++----- I-®------+---+I-------I"\ 2-# 6 X 8' -0" llil 8" BOTTOM [TYPICAL I ALL COLUMNS) ' ( v1 -(!) - I m ID "" w _J 1-::, ~ lD ,,v : "'r-----f+-""----+---------1--------~-------+----------+----~ 0 ---+--+ -+------ - ------H------+ - #8 llil 16" #8 x 10'-8" llil 16" I ---r- #8 laJ 16" I --#-8-l+-----16'-. ---------t --&-1 ''" I : u 8 llil 16"1 jg "" ID "" #8 llil 16" #8 ,x 10'-8" llil 16" #8 X 10'-8" llil 16" #8 X 10'-8" llil 16" #8 X 10'-8" llil 16" #8 X 10'-8" llil 16" I I ~----1-~ I -.. r D "11i. S-5 ,.-'-., I ,,.,-REINFORCING SYMMETRICAL r' ABOUT <t_ -,, #8 X 10'-3" lliJ 16" # 8 llil 16" I #8 llil 16" I EAST-WEST TOP REINFORCING EAST-WEST BOTTOM REINFORCING NOTE: BAR PLACEMENT SEQUENCE EAST-WEST BOTTOM BARS NORTH-SOUTH BOTTOM BARS NORTH-SOUTH TOP BARS EAST-WEST TOP BARS 0 z 8 16 24 1/8" = l'-0" RECORD DRAWING • ' aus 1S A RECOIi) DIIMIIllG OF -FACILlTll!S Illlm'IPJIID • lft tllE Tl TI.£ 8LOCI OILY AID HAS 81!111 PRBPARID lit PMT ON Tllli BASIS OF JNPOIIIIATIIIII C01PILED AllD l'URNllllllll 6T O'Illl!RS, THE EIIGINR AIID OWIIER(S) WILL NOT B£ RIISPONSJ BLE FOR ANY ERRORlS) .:Ill OOSSION(S) WHIQI KAVE BEEN INCORPORATED INTO 1'BIS DRAWING. AC'l11AL COIIIIJTIONS WILL VARY S<»mli!AT FROf 111E C<IIIJITIONS SHOWN HEREON AND AT SOME LOC&TIOIIS TIii! VARIANCE NAY Bl LAIIG£ IP TIIE PRBCISB LOCATION OF ANY FACil.lTr 18 IIUJIRl!D, l'llli FACILITF SlllULD Ill FIELD LOCATBD [If 181 l!IIISllNCI iJF AM. Ell'LOYBI OF 111 DISTRICT OR Till! C1811lS> OP '1'BB IITILITillS DWU8D \'.ES \. ~ • ~ !il'f .... \,.., 0. 1020 Z'C1 . 0 z u Ct: 0 LL z w Ct: 2 0 f- f- O ro I I-:::, 0 U1 ' I l-et: 0 z COMPACTED SOIL--_,- ,..-;...-__ SLURRY FILL ~':::::::::~:'.::::::::t'::.:::.-::,~"::.";.""'l:& U ND E R SL O PED MIRAFI 140N MIRAFI 600X SLAB ONLY-_,.,. _ _br:::::::!::-:'!"--"""'lt'.: 3" PLACE CLEAR. ENCASEMENT -.....--1-1- H-W-""--# 4 llil 12" u 4 r□1 12" □ r.11-=-# 4 llil 12" AGAINST TRIMMED EARTH FACE ..J+-~::::;-,1.1,... EACH FACE _____/ ) / I 2" ELEVATION l'-0" CLEAR -----ALL AROUND SHORED TRENCH 0 3 6 (NO SIDE SLOPING PERMITTED) MAT SECTION TYPICAL 3/8" = l'-0" FOUNDATION FOR DETAIL I 9 . ' · · -.. 7 6" PROJECTION •: INTO MAT "-SHORED TRENCH SEE SHEETS C-2, C-3 AND M-5 FOR PIPE DETAILS FOUNDATION MAT ELEV. 72.50 r7 6 .. FLAT-RIB AND DETAIL 2 I 1/2" I t LlRA:,,r :t:':Ri0i;@ .. c~~--r:--;c_-:-:~:~~c;-v GRAVFI f--_ J6" PROJECTION MIRAFI 140N j//j))jj~:s, # 4 iaJ 12 .. -MIRAFI 5 00X GRAVEL ' •. 7 INTO MAT VARIES SLURRY FILL/ COMPACTED SOIL SEE SHEET M-5 l'-0" --------#4 r□1 12· □ 1-+--+•0 ~!#~~----# 4 iaJ 12" EACH FACE 3" ~w IDJ~AIN lifNllE ENCA~IEIMIENT ALL AROUND SHORED CLEAR ELEVATION TRENCH SECTION C-2961-B ROBERT BEIN, WILLIAM FROST & ASSOC, 3.0 MILLION GALLON 16TH STREET RESERVOIR ~~''it PROJECT MAGER S·3two T/,$ S.E. NO. DATE DA 1[ BY DESCRIP~ON App'D REVISIONS DESIGNED DRAI\N J. BRADFORD G. FETTERS CHECKED DATE CITY OF NIEWPORT BEACH UTILITIES DEPARTMENT W-5230-S S-3 SHEET R16 OF R27 FILE, 3023653.DW~ PLOT AT 1='40 10/11/94, GIF --- l 6" I -----l'-I0" WALL TOP 8' -0" 18'-6" ROUGHENED SURFACE 3'-6" TYPICAL AT COLUMNS 0 !TYPICAL) ----~\ 3-#7 EACH FACE-~, , , , 3'-6" TYPICAL AT COLUMNS CONTINUOUS AROUND 1"'--. ~7,/?.F 11 ==!=-.:;:!===:----;--------, ' _ / , \ RESERVOIR LU l :_J,: • ______ l ____ v'T".--,,---~---_-~:-___ -,__'\_ ___ -~---_-_,_ __ ~_~I __ -+- ~ I I 1 ~ ~ : FOR ROOF SLAB REINFORCING f #7ii19" HORIZONTAL-<1---n~ SEE SHEET S-6 8 S-7 I"----..... • • EACH FACE@ ---....,~ I • ~ • • S-11 • I • #7-< v~ -3" STARTER WALL WITH 6" WA TERSTOP CONTINUOUS ALL ..,~ AROUND~ ~#7 ~ ;~ 2" CLEAR r---.. -► 2" CLEAR 1 --l-Hlf+c----1 • INLET PIPE OPENINGS NORTH WALL-2 PLACES ADDITIONAL ~7 REINFORCING~ AT PIPE OPENINGS \ @ 6" STARTER WALL WITH 9" WA TERSTOP CONTINUOUS ALL AROUND • I I O" O" • • • • • • • • • • - V • • • -► • • • • • I • I • • • ,.. r;: LAP -------- SEE BAR ELEVATIONS FOR SPLICE LOCATIONS ~#7 r;: LAP --- O" ~ • :-0., ◄f-- 6" .. . • 20'-0" OPTIONAL / I ', COLUMN PAD'-__ ~• 77.67 - I ' ' - I \D N 16'-4" INORTH-SOUTHI I6'-0" !EAST-WEST) l'-0" ROOF SLAB l'-4" DROP PANEL I I' -6" 1-e------ t 5"J LAP SPLICE SPIRAL REINFORCING ONE FULL REVOLUTION ~ ITYPICALI - 'v 8-#8 2' DIAMETER X ./1#4 DEFORMED ,<'~' BAR SPIRALS 8-#8 DOWELS -•~ t-w➔' f flll 3" PITCH _J_ ' , ' I ' C, VERTICAL~:+~ COLUMN flll BASE OF ~ -r\ ~ -------+------+--•1 COLUMN 2" CLEAR TO SPIRALS PLASTIC SPACERS USE 16) SPACERS iii 60° HORIZONTALLY. PLACE HORIZONTAL ROWS AT 4'-0" MAXIMUM VERTICAL SPACING ,, , ELEV. 3" CLEAR r I 1 3/4" TYPICAL ALL COLUMNS st r--_ #8 iii 6" 2-#6 x 8'-0" iii 8" EACH WAY \1 L{) I TYPICAL ALL COLUMNS) ::; 1 8'-0" I I'--:::i==r'l-t:1/7'-8 # 8 DOWELS l!:_-6" ' N • • • • • • ~ I ------. ----=:::::::::: 102.00 st ' OJ (\J w n:: <i: J 0 (f) 0 ' COLUMN REINFORCING NOT SHOWN r--;;;::::. ~. ~.~.w-12-#5L .l.-,~:-,'=91="\',;li'r----,_3_ #4 TIE SETS l1il B" §±I "-1 ,,..___'-+-Ir--2' DI AM E TE R x • ' '' I 1/2" DEEP KEY I ROUGHENED) PLAN-SECTION 2' DIAMETER COLUMN PAD SHALL BE PLACED MONOLITHIC WITH MAT SEE COLUMN REINFORCING DETAILS, THIS SHEET (NO COLD JOINTS) 9" ' -.- c.a.. ----= I I 4 I ELEVATION - OIPlf !ONAL COLlDIMJN IP AD FOUNDATION MAT AND REINFORCING ------1-----'---I 0 ' 0 ' . \D ' 2 4 6 1/2" C 1'-0" -------------#7 3" --i ,-..'-- S-4 iii 6" FROM ROOFfl q_ SPLIC~ _ 0 ' (\J ~---1 I I <I ~ '"" --,..U---tt-+--# 7 X I 9' -0" l1il 6" ~o _J ___ _._._-1-----(INSIDE FACE) l 0 ' -N o... o... I >-(f) I-I I I I ~ I • I I -1 I I I I -I q_ -S P LI C ~ 1_ -1------+-:--1 I -- TOP OF ' I I "' I I I -I I WALL C; I 11 FOO Tl NG \ w -----1----11"--I--I':" 1----1-1'- ~~-------it-~ 1- f FOOTING O" ---- #7 X 15'-0" l1il 12" #5 X I5'-0" l1il 12" I OUTSIDE FACE ONLY) ALL SPLICES #7 A~ .. l1il 6 " ~ CLEAR #5 DOWELS iii 12" I OUTSIDE FACE) l1il 6" [INSIDE FACE) ---, O" -O" ~ O" -#8 iii 16" 4 I ~ 1 > I" STRUCTURAL 'lo., v WITH #4 DEFORMED I #6 l1il 8" ~ o CONCRETE "DOBE" BAR SPIRALS iii 3" PITCH ~~ ~--\-- 1 ---i w ~ :zR E_A_C_H_C~OLUMN 7" CLEAR ELEV. 72 67 , ~ 1 #8 x 10'-8" #8 x 10'-8" iii 8 16,." 7,~ +-t:::i--~=t:I FOR DOWELS ~ .. ,--....L~~ ~:.: -::::::tl1il~l1;";::=:::!=1.,r~=#=6=fil1=8=""::;;l.r~~#=6=iil=~/~== ~~~ .... l-~i~¥IT~~~~~1Z~~~L~) =~fsE~~;s2~;~w;c~~~~;=R:!:=~/=====+~ (BOTH FACES, EXCEPT AS NOTED) NO SCALE 2'-0" 2'-4" WALL iii BASE #8 iii 16" SUBGRADE, GRAVEL, DRAINS_/ NOT SHOWN. ' ISEE SHEET S-I) RECORD DRAWING dWI DI A kBCOIII) IJRAlllllG OF M PACILffll!S tlllllftFIID ll 181 TlTLE 11UU IJll.1 AND UM! 1111!11 PRP.PAR!D 1• PART ON 1111 BASIS OF lNFORIIATION COIPILl!ll AND PUU1SIIIIII ST OTHERS. THE ENGINEER AND OWNER(S) WIU. NOf BE RESPONSIBLE FOR ANY ERRORlS) ,JR OMISSION(S) WlllCH HAVE BEEN INCORPORATED Ill10 THIS DRAWING. AC'nlAL CONllJTIONS WILL VARY SOMEWHAT PROM 1'8f. C."llllDITIONS SHOIIN HEREON AND AT SOME LOCATIONS THE VARIANCE NAY 8E LAIIG£ IF 11IE PRl!CISE LOCATION OP ANT FACILlTY 18 HB)UIIIED, 1'HE FACILITY SIIOIILD BE FIELD LOCATBD IN 111B PRBSEIICI OF Alf. EMPLOYEE OF THE DifflICT OR Til! (lllll!ll{Sl OF THE UTILITIES INVOLVED 0 ~,~:::::::::::::--_~§§§=-~\~\::~:::::~:::~~;;~~=========~l::J·~=1';',~=====·==~/==·=~6~==~·===~~=t1 =~=~-~~ 1 ~·~==·===·~1=·==~!~51~~~========·=====~~~====·===~-1-:;,:;:~; ~1 16 .. } 1 3" CLEAR L#8 iii 8" \_#8 l1il 16" "' # 8 IOl I6".J !LOOKING SOUTH) 2 4 6 1/2" C l',0" -'-;; 1rr_-fl ..., ' ulu •!::t;,: • ~ I I C\'~~ , l1fl #8 iii I EAST-WEST AT COLUMN "' /' 2 ~\ CONSTRUCTION \. S-11./ JOINT ROBERT BEIN, WILLIAM FROST & ASSOC. /j :f i' 'lo ~ PROJECT ENGINEE S.E. ND. m. ·hl-'15 DtJA A.d~~,'"7 //9s DAlE BY .S.-J#!do PROJECT MAN R S.E. ND. DAIT DESCRIPTION REVISIONS UTI ITI . ,5-'TNfiM: DATE-~~~--- >l>d,s DESIGNED DRAIIN J, BRADFORD G. FETTERS CHECKED DAlE C-296I-B 3.0 MILLION GALLON 16TH STREET RESERVOIR TYIF'IIC AL EXTEFIIOIR 'W All SEC1'!0lN A~IDJ IDJET AllS CITY OF NIEWIPOFIT BEACH UTILITIES DEPARTMENT W-5230-S S-4 SHEET R17 or R27 FILE, 3023654.DWG PLOT A.T 1;40 10/11/514, GIF I ~ ~ ~ " ' " § " ~ . ~ ~ ~ -~ ~ • z !" ! n I.____ --l.. N " ~ ~ l: § ~ 8 D V D ~ 1\1 0 ; ~ z i5 ~ 2'. 00 ~ . D vi ~ ~ ~ " )> C: ~ 0 '" z ;; CENTER WALL~ I ) I J NORTH-SOUTH REINFORCING IN ROOF SLAB EAST-WEST REINFORCING~ I ~ C ~- , I I I I I II 'f_ ADD 2-#7 X EACH FACE 14 4'-0" TOP OF I ROOF~ ' ll, ' / '\. I " / FOR ROOF SLAB REINFORCING SEE SHEET S-6 8 S-7 -~ U'j ROOF JOINT WITH ~6" WATER STOP .. I 4' -0" x I' -0" OPENINGS ;rlN CENTER WALL (SEE SHEET S-2 FOR LOCA TIONS) • -- ROOF SLAB • 0 ' WALL OPENINGS SEE DETAIL # 7 THIS SHEET ~ 4'-7'' _t__LAP <p WALL 8 RESERVOIR @ II: CONSTRUCTION JOINT 2 t-S-II • ~ ~ WALL 8 RESERVOIR ~-SYMMETRICAL ABOUT (j,_ • • I' -2" WALL TOP _l 3/4" !TYPICAL ALL COLUMNS) 4'-7" SEE BAR ELEVATIONS FOR SPLICE LOCATIONS I JJl--+-::r-# 7 x 19' ?-----/ -' ' 0 (.c) 3" z IU.:J--ll---t-:;-;r-# 71iil9" HORIZONTAL EACH FACE --.. ------------Cl---E A"R --------- I . I I2'-0" liil 6" 3" SPACING ST ELEVATION DIETA!l 0 2 1/2" = l'-0" ' - WALL BARS ADD 4-#7 EACH FACE EACH SIDE OF OPENING D. HOOK 712'-0" 6 z w 0.. 0 CLEAR SECTION CENTER WALL _ £ LAP _ --+-flt 2" CLEAR _ l. L A P _ ----1---tt1 2" CLEAR 2'-0" (AT BASE OF WALL) 1'---1'-0" l'-0" ROOF SLAB l'-4" DROP PANEL 17'-0" 2' DIAMETER COLUMN !SEE SHEET S-4 FOR DETAILS) ----------- ,-------, ROUGHENED SURFACE !TYPICAL) ELEV. 102.00 lJ) ct_ SPLIC~ liil 6" FROM ROOF r 0 -' -<.D N TOP OF WALL FOOTING ct_ SPLI~~ -__ 3 .. 1--l-----4--1---1-1--# 7 X 15' -0 " lei 12" l---fl--1-1---ft--# 7 X I 9' -0" liil 12" . lJ) ct_ SPLIC~1_ - I ,-.-,..-.., -0 ' -<.D -------i----i--------i-----------+-----i--# 7 liil 6 .. L Ho-+-~-+fo----t--# 5 DOWELS liil 12" ~-~--1---1-1----1-~--t---ti--+---\ f FOOTING (BOTH FACES) NO SCALE 6" 20'-0" '------------------------==--=----=---------+--,-----t-------- 2 CONSTRUCTION S-II JOINT OPTIONAL COLUMN PAD S-4 • , I • @ 6" STARTER WALL WITH 9" WATERSTOP CONTINUOUS ALL AROUND--~ • #8 X I9'-Q" 151 8" ~ SUBGRADE, GRAVEL, NOT SHOWN (SEE SHEET S-I) DRAINS RECORD DRAWING 1111 II o\ 1110011) DRAWIIIG OP TRI! PACILITil!S llllmlFIID DI m T11U 11.0Cr OIILY AND RAS lll!li'-" PREPARED lit PAIT ON "nll lo\SIS OF lllfORMATlOII ClllPILIID AND FURIIISHIID BY <ffll • 11IE BIIGINl!BR o\llD (IIINF.l(S) WILL NOT BE lll8POIIS1-.E FOR ANY BRROl~S) <lll OHISSIOll(S) WIIIClt IIAVI Ball 1IOORPOIIATBD Ill'1'0 fllIS DRAWING. ACl'UAL <XlllllJTIONS WILL VARY SIJIIIIIIAT PR01! DIP. OOll)fflONS IIIOWN Hf!RBON AND AT SQIII LOCATION!:! 1'IIF VARIANCE NAY ■ WIQI II TIIB Plll:ISI LOCATU. OF ANY FACILlTY IS IIDIJIIID, 1D hCILm WMP D 11£ FIELD UJCATl!I) IN 1111 !lt■lft .. Afl,JHILO!II OP 1BB DISIIIICT Ill Till! o u ,s, a, m urn.nm D1WU11D 0 (LOOKING SOUTH) 2~~~~4 1/2" = l'-0" 6 ELEV. 77.67 ".'.?-\ -:If!. ~.("'°' ln?n I~ .• u / ~/II r~~/. ! "' NORTH-SOUTH REINFORCING 8" 4 EAST-WEST REINFORCING 3" CLEAR EAST-WEST REINFORCING #8 X 10'-8" liil 16" ROBER'/' BEIN, WILLIAM FROS'/' & ASSOC. /j $-{,t;_ 212 ~ ROJECT ENGINEER S.E. NO. ,:4. .. ~:,7()/;fo 1/H ~ $•soP PROJECT MAt7CGER S.E. NO. DATE -lb·'?!:, DAT[ DOA £ BY 2-# 6 X 8' -0" fal 8" EACH COLUMN EACH WAY • 2 CONSTRUCTION S-11 JOINT ELEV. 72.67 # 6 IOl 8" # 6 lal 8" ~---'----------------,----' >] #8 liil 8" #8 lei 16" AT COLUMNS CTOR 38799 R.C.E NO. __ _ ·'"'"""' DA TE _ _,l-'--'-'2-,c_;;,_-'l,..'5c__ __ _ '/" I•< DESCRIPTION APP'O DESIGNED DRAWN J. BRADFORD 13. FETTERS REVISIONS CHECKED DATE C-296I-B 3.0 MILLION GALLON 16TH STREET RESERVOIR T'tf'IPICAL 11'11TERIOR WAll $~CTI01'11 I.MD D~T A!lS CiTY OF NIEWli'OFIT BEACH UTILITIES DEPARTMENT W-5230-S S-5 SHEET R18 OF R27 FILE, 3023655.DWG PL.OT AT 1-40 10/11/94. GIF 7 § 'l ~ • . 'l 0 , " a ~ I I ~ ~ ~ ~ ~ ~ 0 "' 0 rn " ~ 2 C < rn rn " a ' g " ~ "TI 0 ~ ~ z C " TI \; ,: I 0 r u " 0 "TI cl 0 ~ 0 2 • ,, < z !" 0 )> C "TI 0 "TI 7 ;; n [; z I u 6 " ~ 0 }! 5 z l'-I0" WALL TOP TYPICAL ALL AROUND ®- SYMMET ICAL ABOUT RESERVOIR HALF PLAN EAST-WEST REINFORCING HALF PLAN EAST-WEST REINFORCING LEGEND "E" "C" "M" = = = EDGE STRIP COLUMN STRIP MIDDLE STRIP TOP BOTTOM 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" I34'-0" ROOF SLAB OUT TO OUT AT TOP OF WALLS SEE SHEET S-2 FOR ROOF CONSTRUCTION JOINTS IP'lAN OIF IRlOOIF IRllE!NIFOIRlC!NG IN EAST-WEST D!IRllECT!OINJ 0 10 20 30 1/10" = 1'-0" ® 8'-2" 3'-11' aZ LL 0 6" I ' i I I L../' T A 9'-0" I' -6" ' (TYPICAL) 5'-5" I K I G 2" CLEA 0.. 0 I- 5'-5" I 1---<r 0 I-' ::, sct-O r<l -o I- I-::, 0 (D <( __J (J) LL 0 0 0:: l.../' RECORD DRAWING l'IIIS IS A RECORD 1J1A1m1G OF TR! l'ACJl.l1'll!S llllil11Pilll! DI 111£ Tl TLE BUD ONL\' AND lfAS em Plll!PARED UI PART ON fllE BASIS or INFORMATION coonro AND FIIRNISIIIID BY OTHERS. TIIE ENGINEER AND ClwtlER(S) WILL NOT BE RESPONSIBLE FOR ANY l!RRORlS) ilR OHISSION(S) WHICH HA VF. BEEN INCORPORATED INTO THIS DRAWING ACf!IAL COtlnJTIONS WILL VARY SOIIEllHAT FROH 111!. CONDffiOIIS SHOWN HEREON AND AT S(lfE LOCATIONS M VARIANCE ltA1 BE LARGE IF 111E PRECISE LOCATION OF AIIY FACILlTT 18 IIIIIUIRl!D, I'll£ FACILITF SIIOlltD BE FIELD LDCATSD lN '11111 PRESl!NC! OF Ml. EJIPLOYBB Of 111B MSTRIC'l' 1111 Til CllllmtSl OP TD UTD.ITil!S INVOL'IED • 6 R l'-6" (TYPICAL) 1-1/2" CLEAR C I 8'-0" 8'-0" 1'-10" (TYPICAL) NORTH-SOUTH TOP BARS JI NORTH-SOUTH BOTTOM BARS 8'-0" 8'-0" 8'-6" I' -10" SEE sdHEDULE (TYPICAL) O" C J O" SECT!OfNl IE~IE (TY'IP'!CAl IRllE!INJIFOIRlC!fNJG mN COlU[M)fNl ST!Rl!IP') SCALES: (HORIZONTAL)-3/I6" = l'-0", (VERTICAL)-EXAGGERATED 6 12 18 ~~~---1 I 3/16" = l'-0" l-0 8'-6" SE SCHED LE SYMMETRICAL ✓ ABOUT <t CONSTRUCTION JOINT I H L ~~ ID D CONTACT SPLICE: J~ Ji .J y ~ FOR BAR LENGTH DIMENSIONS SEE SCHEDULE-----~ TOP REINFORCING FOR MIDDLE STRIP AND EDGE STRIP V SYMMETRICAL ABOUT <t Ml NI -----------T---I -1 BOTTOM REINFORCING MIDDLE STRIP BOTTOM REINFORCING EDGE STRIP S, BOTTOM OF MIDDLE STRIP CONSTRUCTION 1 JOINT--~ Q) V ' -AS SHOWN l'-0" MIDDLE STRIP l'-4" EDGE STRIP CONTACT SPLICE: SIECT!OINJ IFLIF' {lY'IP'!CAl IREIINJIFOIPdC!NG j[N] IEIDGIE ST!Rl!IP) -SIMILAR EXCEPT AS NOTED _____ S_C_A_L_,E._S_:_(r-,O-R_I_Z_O_N_TA_L_)--3-/1_6_"_=_1_'_-◊-",-(V_E_R_T_I_C_A_L_)--E-X-A~G-G_E_R_A_T_E_D __ (OPENINGS NOT SHOWN) 6 12 18 r 1-------,1 3/16" = l'-0" EAST-WEST REINFORCING BAR SCHEDULE EACH BAR DETAILS REMARKS STRIP MARK QTY. SIZE X LENGTH SPACING COLUMN A 17 #7 WALL BARS 6" SEE WALL DETAILS I0'-5 " ~ 17 #7 X 19'-6" 6" B-C 3"0C. ~ C 16 #5 X 8'-0" 6" D 17 #7 X 19' -0" 6" D-E 3" O.C. IE 17 #7 X 20'-0" 6" E-F 3" o.c. f 16 #5 X 9'-6" 6" 1 G 17 #7 X 19'-8" 6" G-H 3" 0 C I 19•_5 .. H 16 #5 X I0'-I0" 6" L STANDARD HOOK J 17 #7 X 19'-8" 6" J-K 3" O.C. I{ 16 II 5 X I0'-0" 6" L 17 H7 X 20'-8" 6" H-L 3" O.C. MIDDLE A 16 #7 WALL BARS 6" SEE ABOVE I 1M 8 #7 X 19'-6" 12" M-N 6" O.C. NI 8 #7 X 8'-0" 12" Ii) 8 #7 X 19'-6" 12" 0-N 6" O.C. IP' 8 #7 X 9'-6" 12" P-0 6" O.C. L. STANDARD HOOK a 8 #7 X 20'-0" 12" l"i 8 #7 X 19'-8" 12" R-T 6" O.C. I 19'-B" s: 8 #7 X 19'-8" 12" S-U 6" OC. T 7r 8 #7 X 10'-10" 12" I,) 8 #7 X 10' -0" 12" '\I 8 #7 X 1I'-0" 12" V-W 6" O.C. \"ii 8 #7 X 20'-8" 12" EDGE BAR MARKS I SIZE I LENGTH I SPACING SAME AS MIDDLE STRIP EXCEPT QUANTITY OF BARS: II-MARK "A" 6-EACH MARK "M" TO "W" SEE SHEET S-7 FOR NORTH-SOUTH REINFORCING EAST-WEST TOP AND BOTTOM REINFORCING SHALL HAVE 1-1/2" TOP AND 2" BOTTOM COVER C-296I-B ROBERT BEIN, WILLIAM FROST & ASSOC. 3.0 MILLION GALLON 16TH STREET RESERVOIR SEE SHEET S-8 FOR BEAMS AT ROOF OPENINGS ,,./'115 DATE DATE BY DESCRIP]ON APP'D REvlSIONS DESlGNED DRAIIN J, BRADFORD G. FETTERS CHECKED DA TE IRlOOf RIE!INlf. IP'lAINI & SIEC'i/'!OINIS IEA~T-WIE~T IRIEIINIFOtcllCllt>!G CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-52l0-S S-6 SHEET RI 9 Of R27 FILE• 30236S6.DWG PLOT AT l=c40 10/11/94, GIF" 7 I I TI \; z J: 0 r n " 0 e m u ' ~ " 0 □ 2l a m ~ TI ~ ~ • < 0 . r 2 . < • m • m • TI " □ a " ~ '" • • " z '" \; C ~ u cu z " ...._ .... l'-10" WALL TOP TYP. ALL AROUND ®---- @---- I I I ' I µ_ - - I I I I I I H--- - I I I -I I I - - LEGEND "E" = EDGE STRIP "C" = COLUMN STRIP "M" = MIDDLE STRIP RECORD DRAWING l'IIIS IS A RECORD DRAIIING OF TllE FACIUTIES lDl!ITIFllID UI 'l1IE TITLE BLOCK ONLY AND HAS BEl!II PRBPAREO IN PAll'J' ON THli BASIS OF INF'ORNATION OJolPILED AND FURNISIIED 6Y cmtl!RS. TIIE ENGINEER AND <lWNER(S) WILL NOT Bf. Rl!SPONSIBLE. FOR ANY ERROR1S) ill! OMISSION(S) WHICH HAVE BEEN INCORPORATl!D INTO 11IIS lmAWING, ACTIIAI. CONDITIONS WILL VARY SCIIEWHA1 PRO!! TIIE C08DIT10NS SHOWN HERE.ON ANO AT SIIIE LOCATIONS TUE VARIAIICE MAY Bl LARGE IF 111£ PRPX:ISE LOCATION OF' ANl' FACILlft 18 IBOUIIED, DIE FACILITY SHOULD BE FJELD LOCATED rll TAB P.RESENCI! OF All. EHPLOYl!E OF 'l1IE DISTRICT OIi Tim OIIIEJl{S l OF THI! UTIUTIP.S INVOLVED SYMM.7 ~ ABOUT 4.. RESERVOIR 134'-0' ROOF SLAB OUT TO OUT AT TOP OF WALLS SEE SHEET S-2 FOR ROOF CONSTRUCTION JOINTS 0 10 20 30 ~ :-I 1-----11 1/10" = l'-0" SEE Sl1EET S-8 FOR BEAMS AT ROOF OPENINGS z - I 6" I I N ' st w 0 2 ' co (.9 ' z 0 L) 0 ' 0:: O'.l 0 '-..I' LL z w 0 2 0:: ' O'.l I f---::::, :;;, ' 0 0 0 Ul f---' L) ' co I f--- f---0 0:: ro 0 ' z 0 z ' z O'.l <[ _J Ul 0... _J _J ' LL <[ 0 ' L) _J ;,: O'.l <[ I LL 0 ' 0... 0 2 0 ' f---O'.l f--- 0 <( w ' ' 0 f---L{) ' ::::, ---' st 0 0 w r<) ' -0 "' f--- ' f---0 2 ::::, ' 0 co [(] <( ' (.9 _J 0 z Ul (.) - ' u a) 0:: LL 0 0 LL 0 z 0:: -0 w ' 2 0:: co I f---::::, ' 0 0... 0 ' L) Cf) 0 ' O'.l I f--- f--- 0:: 0 0 z ' 2 co z <( _J 0... ' 0 (.) LL ' _J co <( I ' 0 2 ' O'.l N w ' st Ill 2 <v ~ 7 9'-0" 8'-2" ' 8'-2" I 8' -2" I 8'-2" I 8'-2" I 8'-2" I N I I I I I I' -6" I' 6" l'-I0" 1'-10" SEE SI HEDULE (~YPICAL) \ EAST-WESTI I I (; SYMMETRICAL (TYPICAL) (TYPICAL) {TYPICAL) TOP BARS I I ABOUT t. 2 3/8" CLEAR EQUAL EQUAL CONSTRUCTIO O" I + I -I I JOINT ol ii ii ' • I Ill ! f C I C I t C I I C • C f 11 11 11 -'-- @ I 2 7/8" CLEAR 111 EACH STRIP MARK I !9! I • I I !9! I I QI I I !9! I O" I O" I I -EAST-WEST - I BOTTOM BARS~ ~ H H ----I CONTACT SPLICE: SCALES: (HORIZONTAL)-3/16" = l'-0", (VERTICAL)-EXAGGERATED 0 I Ile; 0 6 12 18 ~--•.J ■---------<1 3/16N = l'-0" FOR BAR LENGTH DIMENSIONS SEE SCHEDULE-----~ k ---=r-- 80TTOM REINFORCING MIDDLE STRIP BOTTOM REINFORCING EDGE STRIP BOTTOM OF MIDDLE STRIP 1k I TOP REINFORCING FOR MIDDLE STRIP AND EDGE STRIP CONSTRUCTION JOINT------ IP -~BO~TOM OF EDGE STRIP -AS SHOWN fvSYMMETRICAL ABOUT t. l'-0" MIDDLE STRIP l'-4" EDGE STRIP ~ I I j CONTACT SPLICE: •• ~IECT!OIN H~l•i(lVPICAl !RllEIINFORlCIING IINI IEDGIE ~ti"Rl!P) -SIMILAR EXCEPT AS NOTED ______ S_C_A_L.,_E_S_: _(_H_O_R_I Z_O_N_T_A_L-)--3-/-16-,-, -=-I' --0-,,-, _(_V_E_R-'-T-IC_A_L_I_-E_X_A_G._G_E_R_A_T_E_D__ IO PENINGS NOT SHOWN) 0 6 12 18 ~ -•.J -I ! 3/16" = I' -0" NORTH-SOUTH REINFORCING BAR SCHEDULE BAR DETAILS REMARKS QTY, SIZE X LENGTH SPACING COLUMN II 16 H7 WALL BARS 6" SEE WALL DETAILS I0'-5 " b-c 3" O.C. ~ Iii 16 #7 X 19'-8" 6" ~ 16 15 X 8'-0" 6" d-c 3" o.c.1 llll 16 17 X 19'-4" 6" ® 16 17 X 19'-8" 6" I 19•_5-- 1 16 15 X 10'-10" 6" e-f 3" O.C. L STANDARD HOOK 19: 16 17 X 20'-0" 6" h-g 3" 0 C. 1h 16 15 X 10'-0" 6" MIDDLE I 16 H7 WALL BARS 6" j 8 H7 X 19'-8" 12" j-k 6" O.C. 1k 8 #7 X 8'-0" 12" I-k 6" O.C. L STANDARD HOOK I 8 H7 X 19'-4" 12" m 8 #7 X 19'-8" 12" m-n 6" O.C. [ 19'-B" il 8 H7 X I0'-10" 12" T 0 8 #7 X 20' -0" 12" o-p 6" O.C. Jll 8 #7 X I0'-0" 12" EDGE BAR MARKS I SIZE I LENGTH I SPACING SAME AS MIDDLE STRIP EXCEPT QUANTITY OF BARS: 8-MARK "a" 4-EACH MARK .. j " TO "p" SEE SHEET S-6 FOR EAST-WEST REINFORCING NOTE TOP AND BOTTOM CLEARANCE ON NORTH-SOUTH BARS ROBERT BEIN, WILLIAM FROST & ASSOC. S"ifJ"UI tjt( S.E. NO. DAIT ffi -/OJf=, DtJ/1 ~ .L/_ J\...,, et o:A-e-----1----;----------------+---t utrrte@kcro,=-17 38799 R.C.E. NO. __ _ 1---+--+--------------+~,----t ·"""""'T DA TE -~·--'"~; -~'1~5 ___ _ 'r .. ,,. ~.u~~' ~y ,t/~s DATE BY DESCRIPTION ,5 • .1-~ PROJECT MAN ER S.E. NO. 'DAIT REVISIONS APP'D DESIGNED DRA\\tl J. BRADFORD G. FETTERS CHECKED DATE C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR ROOf RIEINlf. Pl.A~ & ~IEC1!0~S ~ORll-!l-801.111-!1 Rli:!t'JFORC:!NIG CITY OF NEWPORT BEACH UTIUTIES DEPARTMENT W-5230-S S-7 SHEET R20 Of R27 FILE: 30236S7.DWG PLOT AT 1:40 10/11/94, GIF 7 i ~ §; Iii a X, s !! , z . C " ;; ,... N 0 • • ' - "D \; z :,: 0 5 " 0 X, .,, 0 § 0 z ACCESS DOOR #4 DOWELS---HI li'i 12" ALL AROUND (SEE PLAN) EXTERIOR WALL----,,-i 3 DOUBLE STIRRUPS---eH SLOPE l'-3" (J) ELEVATION 106.13 CELL NO. I ACCESS ELEV A TION 105. 73 CELL NO. 2 HA TC HES ELEVATION 106.13 CELL NO. I VALVE ELEVATION 106 03 CELL NO. 2 HATCHES ULTIMATE FINISHED GRADE AT HATCHES INTERIM GRADE 17'-0" 4-# 6xl7'-0" l'-6" (BEAM Bil 4-# 9x35' -0" 35' -0"1,_6 .. (BEAM B3) ROOF SLAB TOP TOP 0: _J <[ <[ OF BEAM BI/BIA/B3] ~ u (.) Q_ BARS BI/BIA/B3 N j'.:: ------ l'-6" ~-#3 DOUBLE STIRRUPS [DJ raJ 10" 4-#7xl9'-6" B2 f--4-#7xl8'-6" B2A I EAST WEST BARS D w z _ _J w z 0: [fl 0: _J w w f-0 0: z 0 ~2 uJ (.) q _J z <[ WW (.) co I 82 '"' ~ (1) ..., B2 ' lO ' -- t ' tD ' - - - - L VALVE HATCHES SEE ROOF PLAN CENTER LINE WALL ------ PlAN (1) z _J 82 Q_ i ~J LL 0 0:: w (/) al B2 !NllET V Al VE§ AND ACCIE§§ HA uCHIE§ {NO SCALE) CENTER LINE ACCESS HATCH AND LADDER CENTER LINE BEAMS ABOVE ROOF SLAB CENTER LINE ACCESS HATCH AND LADDER a z co :;::; HOLD DOWN CLIPS li'i 10" [DJ • • • • • • • • • • • • • AT l'-0" O.C. 2"xl5/s"x3/16" ST.STL. L EDGE ANGLE W/ / ./GRATING (BAND ALL EDGES! 4-#9x17'-0"Bl-1:'::~~~~~~j 4-#9X35' -O"B3 (SEE B2 FOR LOCATION OF BARS) LADDER WITH SAFETY RAIL ROOF SLAB REINFORCING BEAM BIA raJ OVERFLOW 4-#6 x 18'-3" TOP 4-#9 x 18' -3" BOTTOM # 3 DBL. STIRRUPS raJ 10" BOTTOM BARS BI/B3 • • • • • • 4-#llxl9' -6" B2 _ ___, 4-#llxl8'-6" B2A 0 2 • • 4 NOR H SOUTH BARS 0 0: I #3 r□I 6", • • u W/#3 TIES raJ 6" J I #4x7'-0" TRAFFIC COVER ELEVATION 106.00 1/2"xl"x3" ST. STL. ~h-Ji9~ TOP OF FIBERGLASS FLAT BAR ANCHORS GRATING ELEVATION fal 1'-0" O.C. 106.00 ~-#4x5'-6" l'-6" 9" 8" -TRAFFIC COVER BEAM ~"r ; 18" SLAB OVERHANG i--+-r:;:::=N+=lt~:r=======~'f]"';T---:'.?'"-_ 3 FIBERGLASS GRATING PANELS co+--+-'-r--+-ti EAST WEST BARS #4 raJ 12" CENTERED FUTURE FUTURE #4 raJ 12"-+-~7nfl-=-=_=_=_=~=-=_""°"_~_=:',...7rr-=-=_f('1=~~ FINISH GRADE ----#3 fal 6" JC 3'-4" HIGH x 4'-8" LONG WITH '-d,l---:2#5x7'-0" st 4"x3"x3/16" STAINLESS STEEL ANGLES 4 .. ,o TOP AND BOTTOM WITH 1/2"¢ l--+-t--■1-, , STAINLESS STEEL BOLTS raJ l'-6"---+----i O.C AND GRATING CLIPS TO ANGLES 7''' 18 GA xi 1/2" STAIN- S" N LESS STL SCREEN ---1-.1.-lM..sLa"'A T BAR 8. 3/ 8" S-BOL TS li'i 12" FINISH GRADE I' 3" BEAM BIA SEE SECTION A SEE ACCESS HATCH DETAILS FOR---~ BEAM B2A AT 1'-0" O.C. 2 # 4-+---lfi'=ILEA ST WEST SLAB ~_J__------=::__--. TOP OF SLAB-- ELEVATION 102.00 REINFORCING -. ~-#4 raJ 12" , ~ CENTERED~~ (\J u [fl -0 2 ll5x5'-0" --1----#4 r□1 12" 1-t----#4 raJ 12" CENTERED SCALE: 1/2"= I' SCALE: 1/2"= I' ELEVATION 101. 92 (J) ffi -1 (J) I 4-#5 DOWELS '/ : BEAM TO WALL 6" 1· I -®I • ---' lO ' - • I • I 1'-3" - -I -I 0: 6j,. I <[ w \8" w AL_S IN _J I (.) • --. -. • • I" CLEAR I = -• CENTER LI JE • w = LADDER ' 18"x2'-3" BEAM B2 CENTER LI ABOVE ROOF SLAB COLUMN NE (SEE PLAN) -#5 DOWELS TO OF SLAB ,,_ ___ /~o ,®l ' f • w --' -\ . • I ' -L.- '5"x2'-I" BEAM Bl ABOVI ROOF SLAB AT ACCESS HAT~HES '5"x2'-I" BEAM B3 ABOV~ ROOF SLAB AT VALVE HATC ES /B\ I . -) ~ CENTER LINE COLUMN -' -/""""--\.CENTER LINE ---,_ ' 0 A HATCH 12" -6" #4 raJ 2'-6..1 ~ (EXTERIOR TAPERED WALL) 2' CLE AR • ' • I I I I I • • - • • I 18" x2' -3" B WEST EDG HATCHES EAM B2 AT E OF ACCESS ' \_-) ' lO I #7 REIN # 4 raJ 12" FORCING BARS 4'-0" • -. •--.I • r0 "\ \ \ \ - - I .. /B\ - L I" 'I I, ~I ' -T I I I I I I I L_J ~ - I t I ADD 5-# 7 raJ 6" HOOKE[ BARS EAC SIDE OF OPENING (TOP ~ BOTTOM) (MATCH ROOF BAR DETAILS) SINGLE SPAN BEAM AT ACCESS HATCHES,,-~ f • . \ ---' ' • ' • I ' 4#5 DOWELS AT 7:2,_0 ,~1 BEAM B3 OVER WALL BEAM B3 CONTINUOUS OVER WALL ON LINE E VALVE HATCH H CENTER LINE COLUMN/WALL ~BEAM B3 BEAMS Bl, B2, B3 SHALL BE CAST MONOLITHIC WITH ROOF SLABS #5 r□1 6" ACROSS OPENING #3 raJ 6"1 st 6'-0" OPENING IN ROOF SLAB FUTURE BUNKER----1 4'-0" ROOF SLAB z---t-----1---_:':...:.':'.___~ ROOF SLAB OPENING BEYOND CLOSURE WALL ~~f'-.L!FUTURE JOINT FILLER WITH SEALENT It COLUMN AND~ BEAM B-2A 2 ~-EAST-WEST ROOF BARS '----NORTH-SOUTH ROOF BARS FUTURE BUNKER I CLOSURE WALL~ s _____ J l _______ _y;; J RECORD DRAWING l'HIS IS A l!fXXIRD DRAWING OF 'I'll! FACILITlt!S lDmlFJl!D [N THE Tl TLE BLOCIC ONLY AND us em PREPARED [~ PAIT ON THE BASIS Of !NPORMATION aJMPILFJ) ~NI) PURNlSHED SY OTHERS. llfE ENGINEER AND Ml!l!(S) WILL NOT BE RESPONSlBLE FOR ANY ERRORlS) ,JR OIIISSION(S) WHICH liAVE BEEN INCORPORATED INTO 1'HIS !IRAIIIING. AC'IUAL CONnJ TIONS WILL VAR~ SCJIIMIAT !'ROI! TI!1 OOIIDITlOIIS SHOWN HEREON AND AT S(Jlf. LOCATION~ THE VARJANCJ! IIAV ea LARGE !F TIIE PRECISE LOCATION OF ANY FACILlTY ts RBOIJIRBD. l'HE FACILITY SIIOUI.D BE FJELD LOCATED IN THE PJ1Ji8PNCI OF AN. El!PWYBB OF '1111! DISTRlCI' QI! THI! CJll!l!ll{Sl OF THE UTlLITIES INVOLIIED FORMBOARD TAPERED EXTERIOR WALL §IECT!ON FORMBOARD ~-+--MIRADRAIN PANEL ON TAPERED EXTERIOR WALL SCALE: I 1/2"= I' ®-COLUMN AND DROP PANEL BELOW L 3" MINIMUM CLEARANCE BETWEEN MIRADRAIN AND FACE OF FUTURE BUNKER CLOSURE WALL 6" I' -10" WALL t OVERFLOW r-----+-+-- (l) --t----+- ' 0 st I I e·I 9'-4" 3'-4" 8'' 3'-0" 8" 3'-4" : TOP OF l'-B"x2'-1" BEA A LS ELEVA 110N 106.00 BIA ABOVE ROOF SLA FIBER LASS GRATING+-+-• LAD ER BE OW ----- FIBER LASS GR TING SLAB OVERHANG VERTICAL PANELS -FIBERGLASS GRATING:-~ OVEflFlOW O!Ull'lET 3" SEPARATION JOINT BOTH ENDS 0 2 4 6 SCALE: 1/2"= I' END OF BEAM B2A ----4-#5 DOWELS BEAM TO ROOF SLAB _J i--+---+--18" x2' -3" BEAM B2A ABOVE ROOF SLAB 8" 9" 9" 3----1-----".9 SCALE: 3/8"=1' I I 4-115 DOWELS BEAM TO WALL ---0 I 11 I I I 1----FUTURE BUNKER 111 WALL • z ----■z-1Zr::--FoR VALVE HATCHES BEAMS BIA AND B2A SHALL BE CAST MONOLITHIC WITH ROOF SLA~ C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR 6 9 ROBERT BEIN, WILLIAM FROST & ·ASSOC. ----,:------FOR ACCESS HATCHES 3 D SCALE: 3/8"=1' ~-{_QZ,, -1!{-S.E. NO. 3-/0·15 DG/1 ~~-~ PROJECT MAER /l,s DA1£ SY .J"•~et}_O S.E. NO. DATE • TOR 38799 R. C.E. ND.-=-=-=-=- ft DA 1£ _ _.,l_.c•Z ... 1c:._•'1..,,S ___ _ DESCRIPTION APP'D DESIGNED J. BRADFORD DRA\\l<J C. GRIFFITHS REVISIONS CHECKED DATE IF!OOIF OIPIEINl!rNGS IPLAJNI AINI[) [)li:1' AilS CITY OF NIEWPORT BEACH UTILITIES DEPARTMENT W-52:l.0-5 S-8 SHEET R21 Of R27 FIL[; 30236S8.DWG PLOT AT 1·.r.o· = s • m D □ • ;;. ~ ~ • z " ~ ~ • , " " , " ~ I I D m □ D □ m D ~ z r ~ m ~ □ ' u ,. D _J "' " ,. C ~ 0 ~I j; ~ z :r □ r □ CJ □ ~ 'D □ § z • ~ 7 '" " " C 2l ~ 7 " N ...J SAME REINFO AS 5'x5' HAT ' 0 ' co RCI CH ' 0 ' . lD ~G l 6" WATERS CONTINUOUS AROUND BO HATCHES TOP-~/ ' 2 TH ' S-11 17' 2" - I'-7" 14'-0" I' -7" 4'-0" 3'-6" 6'-6" 5'-0" l'-6" -- ~lt4 lilJ 10" EA H FA ,E I" - - -----~--1i -----7 ;4l5 lill 8" I lt 5 lill I I ' =' . I (!) ~PICAL/~ I ' I set 12" CLEAR I I I" lt 6 lill 16" TOP CLEAR I AND BOTTOM , I 0 I 2 ' 0 r0 I t-I I I-o._ . I . I 0 0 T ,---~ -~ m t-I I ' I a) co 3'-0" I 4'-0" I . @ lg CENTER LINE LIFTING ~ I I a) (!) EYES ABOVE VALVES S-10 ill # # I II-CENT ~ LINE I I µi LADD BELOW I I I I / I -------_J ~ ~-V L,-- - -_...J 4'-0" II' -7" , /~ ... C I .., -I V lP>lA~ A~OVE ROOf ~lA~ OUTlET V Al VE V AUl T ' (\J ' 0 (\j 0 z :::, 0 _J 0:: <( <( u -o._ _J >-_J I-<( ' (!) - ' (\J ' r-- ' (!) - • • • • • • • CENTER INE PIPE • • • • • • • 0 o._ 2 • N :::, (/') • ' r--- ' . -• l'-6" • • • • • • 3" 2'-0" SUMP 6 9 SCALE: 3/8"=1' lt6 lilJ 8" CENTER LINE EACH WALL PIPE TYPICAL I" CLEAR (\J • • • • • • • • I • • • I ELEVATION 62.17 CENTER Ll~E LIF EYE -CEN, ER • • • Li'NE EACH !t SLOPE CENTER LINE LADDER SEE SHEET Ml FOfi( GRATING AND FRA • • 17'-2" .. • • • • CENTER LINE PIPE---- 20'-2" • LL E . I • • • NG r--- (\J (!) z 0 I- <( > w _J w I . • fOU~IOJA T!ON lP>lAN ~ OUTlEl V Al VIE V AUl 7r 0 3 6 ~--SCALE: 3/8"=1' 9 • • • • • • • • • • • • • • • • • • • ' I'- ' - 2' -0" ~ ' 0 ~~ ' (\J 0 ' l{) ' ' 0 (\J ' ' set r---- ... A ,. - ' r--' . - lt 5 lill ---- CORNERS 3'-6" I #4x3' -0" '~DOWELS V/ lilJ 10" . ...,,,,_.,,. WATER STOP I vv 6" CONTINUOUS, ~ @ I WALL COATING-----i SEE SPECIFICATIONS I' -6" r0 2 1 6" ,,__ S-11/ -. . . . . r. I ,. lt8_J A 1 @LIFTING-~ Jt5-~1 ,1---_~,-~ S-10 EYE r0 BEAM REINFORCING LADDER~ BEYOND~ TYPICAL WALL----<-i REINFORCING LIFTING EYE\ EACH WALL (CENTERED) ~6 DOWELS @ 6" CONTINUOUS WATER STOP--..... f'--..- 3" I 2'-0" SEE SHEET M-1 ELEVATION,\ r FOR GRATING 62.17 ~ lt 8 -~"' ~ :":::-1'.1 FRAME SLOPE -~~,,r-it8 . • . . . . 0 • . . lt6 9" <O lilJ ' n .. • . -• • V 0 .. ' I 0 • . .----. ' 0 ' I'- V ~its DOWEL s J I I • • ' 0 . . (\j lt8 lill 8" TYPICAL EACH CORNER 4'-0" 74'-0" lt6 lilJ / 9"--• J' • • . ,. / • ' / ' # 4 lill 8" AROUND SUMP GRAVEL~- SUBGRADE l'-0" l'-6" lt8 lilJ 9" RECORD DRAWING CU!l IS II RECORD DRAIIDIG OF 'Dill' IIACILITil!II lDMnFIIID · CN TIIE TlUE BLOC1t ONLY AND HAS llEDI PREPARED lit Pr.RT ON TIIE BASIS OF INFORMATION COMPILED tND PURNISHID 6Y <Yl'IIERS. TIIE F.NGINEER A.~D MBR(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR\5) .:Ill Oll!SSION(S) WHICH HAVE BEEN INCORPORATED IN'ffl 1111S OliAIHNG. ACTUAL CONDI TIO NS WILL VARY SOMEWHAT FROM l'HE COIIDittONS SHOWN IIEREON AND AT 500 LOCATIONS THE VARIANCE NA! BB l,,ARGE If 111£ PRIICISE LOCATION OF ANY FIICil.lff 18 KEOUIRl!D, DIE FACILlff SHOULD BE FIELD t.OCA~ tll TRI eRESEIICI! OF All l!IIPLOYBE or fllE DISTRicr OI THE OillEJliSl OF TIIB UTILITIP.S INVOLVED CENTER LINE@ VENT PIPE S-11 / ---~----' , I I I I I I 6' ·"-~ •• / j _-;J -TYPICAL NO SCALE EB #3 A I V I I - I STIRRUP-SETS 1ii1 15" ... D\ .., -y NO SCALE ff,SS/ \, I, CD ' m?O "'1 -~ I HATCH BEYOND / V / _I I 6" -·· --- lt 6 lt 9 WALL BARS WALL REINFORCING NOT SHOWN ROBERT BEIN, WILLIAM FROST &-ASSOC. ACCESS DOOR 10" 5'-0" 10" -··-'\.-~ -r-·vr- - 2 6" lt6 I ~ V S-11 1 I I ' . ,. • . . . . . . . I ltB__/ () I ADD 2-5xl'-6" EACH WAY AT EYE WASHER-TYPICAL ALL EYES SEE EB FOR WALL REINFORCING • • - --- ltB lilJ 1. • • • • • • • • • · .. . . GRAVEL I 0 PIPE\ -- r--2" CLEAR 9"7\ lilJ LOW POINT , ' • • "' • • • • • • • • • 0 .. ' . .. . .. . .. - 6 CD 9 SCALE: 3/8"=1' " . ,; #5 • ' • - I • • • • . 4 SIi I I ADDITIONAL REINFORCING AT PIPE OPENING ITYP.) l'-0" TYPICAL AST C M w s BEAM 3'-6" / ONOLITHIC Cl:'. 1TH ROOF <( w LAB r0 _J I" ~ .. s;:;0 ..._,J.'<,. .,., .... f...:;(./~ ~ , ,/,!)'::))';:,c',_,v'/Y);, '\ _ ._ _ -__ ,~,:-.... :-<~S!<;~KJ?~~Aif?;· . . . "" . -. , c, . . • •- 0 3 6 SCALE: 3/8"=1' • #4_ r 2 j ·v I S-11 ,,. J 5 lt6 16'-8" 1 2•_5" ' 0 ' ;,, • 8#9xl6'-8" O.U.. hto,,o.&-· umrE{j\@ffeTOR 38799 R.C.E. NQ. __ _ C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR ,i~~ PROJEC~N~ .f.toZ.b S.E. NO. sl?.r DATE l---+--+--------------1,;:_...,,=""'=IT DATE -~'~-= ... 'il~-~'~5 __ _ & OIJlllE:1 V Al VIE VAUl 1 IP'lANS A~ID SIECl!O~S j-/o-,s Dt1A &,.,.,~<.,~ DATE BY .S· ~c;,-✓/95 PROJECT MAN ER S.E. NO. DATE , I•• 1, DESCRIPTION APP'D REl!SIONS DESIGNED DRAWN J. BRADFORD C. GRIFFITHS CHECKED DATE CITY OIF IMEWPORT BEACH UTILITIES DEPARTMENT W-5230-S S-9 SHEET R22 Cf" R27 FILE: 302:3659.DWG PLOT AT 1•.-r-0• i • ~ s , . " s " a . m ~ 0 ~ ~ " z !" I D ~~-- ~ z T " ~ 0 ~ " D D D n ~ m D ~ ~ ~ z o C 2'. < 00 m • " 0 ~ ; " ~ "' " ,. t:: ~ u CD 7 ;; (0 ' tj- 12' 6" - I' -3" 10'-0" l'-3" LADDER I' -II" ' 4'-0" - tt 5 liil II" \ (TYPICAL) 2'-6" 2·-6 .. r-'I ;.,-, ~ i!:;6~ ~ ' • -r---~4= -" -" " 2" ' f--liil II" 0 .G-' . CLEAR (T !CALI 11~m I #4 liil " lg ctl 0 ' -(0 ' I co I st I 1/2" ,. ' ·"--I Cf -YPICA _ ' 1.V:3· -0" BEAM/~ 1 ' / ' ' t0 ~ :=J I 0 ' I ' ' -- N 0 LIFTIN@ -I ..J EYE I I I/ D-.. (0 -t-- ' I 4'-6" I -, t0 ' ~ #8 liil 10" TOP I AND BOTTOM I L_ ------.__ _J ;.,-, ' - .. ~A\ IRlOOf f>lAINJ lDIRlA!INJ V Al VIE V AIUJl l 6 9 SCALE: 3/8"=1' 14' 6" - l'-0" 12'-6", 4'-6" I l'-3' " 3'-0" I CENTER LIN@ .. -.--LADDER S-II I . CENTER LINE .. A\ .... -7 , !---PIPE " I ' /#6 liil 12" -0 I ' I J / ' ' -" " • r<l ' • I • , --~ IL#6~ '. 9 .. _v ' I 0 ' ,J I TYP tAL -r<l • I I / ~ 15' • • SEE SHEET M2 ~ ---- . FOR GRVTING lo (0 ' AND EDGE ELEVATION"' (\J ' -ANGLES • 64.78 "' 1 N SLOPE • -------- CENTER LINE~ "' ELEVATION PIPE 11:J • "' 64.90 ~ -~------• - :3 "' ~ -. U1 "' r ELEV~TION !CENTER LINE 64.90 I~"°' ' VENT ' • . •• . -' 0 ' ' -' I - TINUOUS@ STOP S-1I D HATCH ~6" CON WATER AR OUN WALLS .... ~/ 8 '\. 10 .... /c'\. \J I' -0' #8 liil I 4'-0" 2" V (TYPIC ALI 74'-0" • • ~ .... / B '\. - rCENTER LINE _/ __ PIPE - LINE / EYE _ _J ~ENTER CORNER/ I \ -LIFTING VENT CENTER LINE EACH \_ S-11} WALL E9 fOIUJINJlDA l!OINJ f>lAINJ lD~A!INJ V Al VIE V AIUJl l 0 3 6 9 SCALE: 3/8"=1' #6 ACCESS FUTURE FINISH DOOR~ ELEVATION /105.93 SURF ACE--"'. __j_ ,-----------P-=R~O:s:T';!;,;•~;;~~S:::~;,;E£,NS>,~.*;o8;;,;,,,;"•-;--:-q:• r~~#b4==-~~.-:-7• r INTER IM GR ADE COA TING------i SEE vflF5 SPECIFICATIONS ~ '°' I• • ~ • • \-) • BEAM a SLAB -0 ' -- 0 . I (\J ~-ELEVATION 75.90 --6" WATERSTO~ 1 '"'/ ALL AROUND LLl !, ~ -__,__ ______ __,__,_... u'LIFTING EY:::LLJ ADD 2-#5 xl'-6" ~ 1~~1F6 EACH WAY liil PROTECTIVE _,,,.--✓;;' LIFTING EYE [TYPICAL) COATING ON-----i ,~ rLIFTING EYE WALL WALLS SEE REINFORCING---- 0 SPECIFICATIONS I,"--'-'--"-ON 4 WALLS NOT SHOWN c:, ~ CENTER LINE I 1-.1-a--l--J --- CENTER LINE~ " I t0 VENT 1, --1--- - ' I, PIPE~ ~ -1 0 IFB/#6--\ , ~ ELEVATION ' / 4 ', TYPICAL S-11 I , @ 6" WATER STOP ALL AROUND\ \-U49~ 8 cpRESERVOIR / SUB-DRAINS---Z-.. ~-+- 1'-0" TYPICAL IFS liil I2"---i,_ \ \ lll!-l-l!-i st l'-0" _'_ TYPICAtl • • - r: -, -./, ... _J DOWELS liil 9" ' w 0 > L ' <[ er <:> 4'-0" 0 3~~~~6 SCALE: 3/ 8"=1' \ ' 1, • \','"'"'<. ,Y,?~;,;<::,1/,'{.»:,,,,>· • ('-;~,2·,%</..v:;<,/, ,, , , Av/ J'.' ,~, ;>:,, ':,;oi;iJ;';:;,;,;:,,,:;;,,,m"'" tX?,;\>~~~1-21tt✓,>~;::t✓,, , -7 V I I #8__.J CENTER LINE LADDER (BEYOND) @ l V # 8 \ I l -,. ' ·-...... •; . . . ·-'. . ,, ' I • • • • • • • • • I ~ #8 liil 12"-t0 _J 0 0 ' (\J .. -·· - DOWEI_S I:? 9" =-.J L[) 3'-0" ' rl) - - 0 --#5 liil 12" (\J i • ' ... D /D\ ' -) /#9 "' , J I ' I I IF9_j I - 4" tt4 STIRRUP SETS AT 9"® 4" I I,,"--- 7 0 :.:'. z <( I U1 Jl X ' . - 3"x3/8"x3" WALL PLATE WITH I 1/6"¢ HOLE FOR EYE BOLT. PLATE FLUSH FACE WITH WALL AND ROOF SLAB 6 CD9 1-----· SCALE: 3/8"=1' ' • 0:: <( . w rt) _J • u I "_:...'.., ;;:¢:4 I 4- LAP 2'-0" #9 '-''' ,::(~~'.%"¼' ·,% , , ... s1,\~~<<_;jf?;:;:<?Z ~:1 ., , ,: '\r~;:<.<,p./fl(.<l/,;.0._,./-!?f?.1;s? #4 3'-o"I STIRRUPS I _/ - - 4-tt9xl2'-0" T IFS '\j/ 3" CLEAR 3 6 SCALE: 3/8"=1' 2" I.D . ,---HEX NUT (TACK WELD TO WASHER) 2 l/2"x3/8"x2 1/2" PLATE WASHER 4" THREAD SEE VAULT ROOF DETAILS FOR ADDED REINFORCING AT LIFTING EYES FACE OF WALL OR BOTTOM OF ROOF SLAB SHOULDER • -0 rt) WORKING LOAD CAPACITY SHALL BE 5000 POUNDS INO SCALE) WITH FACTOR OF SAFETY = 5 RECORD DRAWING 1'1119 lS A lll!CORD lllWIDIC OP 'lD FM:ILlTI1!II lDl!lfflFIBD u, 'l'llf. Tln.E BLClCI alLY MID IIAS B!llh PRBPdlD llt PW ON TIIE BASIS Of INl'ORMATION catPILED .,ND PIJRNISIIIII> Bf OTHERS. THE ENGINEER AIII> l1WNl!R(S) WILL NOT BE RES PONS! BLE FOR ANT ERROil S) ,)II OMISSION( S) WHICH RAVE BEU INCORPORATED lll'JO ms ORAWJIIG. AC'l'IIAL CONDITIONS WILL VARY SIJIElllln FROI! THE, COIIDITIONS SHOWII !lllRl!ON Alli) AT SOI! LOCATIOIIS THE VARIANCE lfAY BB L/\KCE If THE PRll:lSI! LOCATlOI OF ANT FACn.lff IS RiiOUIRIW, 1'llE FACJLl'IT SIOVlJ> II FIELD LllCA'rBD IN TIii F see• <\f' AII.EIIPLOYBll OF Tl& WSiilC'I' OIi '1'111 Clmlh'Sl OP 'DIE IITILlTIIII IN\lCUBI> 6 REQUIRED OUTLET VAL VE VAULT 5 REQUIRED -DRAIN VALVE VAULT C-2961-B ROBERT BEIN, l'l'ILLIAM FROST & ASSOC. 3.0 MILLION GALLON 16TH STREET RESERVOIR CD 6 9 t,/ S,f() 'liJ (tr S.E. NO. DATE SCALE: 3/8"=1' & .. be.i 1/9~ '? S.•3.(ttO. PROJECT MANA 1 S.E. NO. DATE l----+--+-------------l----1 0 -l,,/_ .hr,;,· sri· UTILinl tU\i!tefOR 38799 R.C.E. NO. __ _ & 3-f(}-'/5 Dtlfl t---+---+--------------1-,-,..----1, DATE\ I• 'Z.i-,5 *''" DAIT BY DESCRIPTION APP'D DE~GNED DRA\\N J. BRADFORD C. GRIFFITHS REVISIONS CHECKED DAIT IDIIRlA!lf\l VAL VIE V A!JL T PLAN AND SIECT!O~S W-5230-S S-10 CITY 01' NEWPORT BEACH UTILITIES DEPARTMENT SHEET R23 OF R27 FILE; 30236610.DWG PLOT AT l";l'•O" ~ ~ ~ D a m ii D ~ • z , C :5 ~ m 0 m , D , n C " C , • , D _J u ~ :i; " r 0 D " " " 0 ~ □ z • 'ii < z !TI n p t'. 2l :u z ,, ~ ~ N \H 0 --, .. 4 VERTICAL BARS EACH CORNER \VE RTICAL BARS I -, < ,. STANDA RD 90° HOOK 4 VERTIC AL BARS NER EACH COR -- 5/8"<,bxlO" STAINLESS STEEL EYE BOLTS flil-, 8'-0" CENTER AROUND EXTERIOR AND INTERIOR WALLS. LOCATE ONE EYE~-+-+:"'--t'> BOLT flil CENTER LINE OF STAIRS (4 PLACES) EXTERIOR WALL 4'-0" 8 TREADS Kil 2'-4" = 18'-8" LAP 4'-0" • Kil CORNERS r • I .,. ELEVA-ION 78.00 SLOPE ELEVATION 77.92 ~-#3 flil I2"0.C. WOOD FLOAT STIFF BROOM FINISH ROUGHENED SURFACE ABRASIVE NOSING C(l <J: _J (/) I • ST VE ANDARD HOOK RTICAL WALL BARS 90" COR~ER W ~ll ~ f 007r!INJG~ 6" FLAB RIB WATERS TOP WITH HOG RINGS TIE TO REINF- ORCING AT 12"0.C. INO SCALE) 9" FLAT-RIB WATERSTOP WITH HOG RINGS MAT REINFORCING • - !CENTER LINE CONSTRUCTION JOINT -JOINT SEALANT VER TICAL WA LL BARS RECORD DRAWING 1'111S IS " RtnJIII) DIWIIIIG OP 'Ill£ FACD.lTil!S lllllll'l'SF111l DI 1111. TlTI.E 8LOCI ONLY AND HAS 8El!II PREPARED lit PAIT ON 'I'll£ BASIS OF INPORMATION COIPILl!D ANll PURNISlll!D Ill OTHBRS. TIIE ENGINEER AND ClWNER(S) WILL NOT BE RESPONSIBLE-POR ANY ERROR\S) ilR CtllSSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING, AcruAL CONIIJTIONS WILL VARt SOME.1111AT PR<»! TIIB OONOiflONS SH01111 lll!REON AND AT SOME LOCATIONS ffil! YARIANCB IIAY Bl LARca If' 111E PRECISE LOCATION OP MIY f'ACILlTY IS REOUIRl!D, DIE FACILITY SHOULD BE Fif.LD UICATBD Ill TIii P.RIIIIPllCE or a -EIIPLOYD OF 'I'll£ DISTIICI' (Ill THI! <1111111,•sl a, '1111 UTILITD!S IIIVOLVID ROUGH JOINT-NOTE "a" FOUNDATION CLIP ANGLE - 8x4xl/4"x4" AT MAT TOP AND BOTTOM 0 _J---H:I:-~===~==~ ---t-I' -2" WALL <i_ g 8'' ROOF SLAB 0\ AND AT 6'-0" O.C. WITH I/2"<,b STAINLESS STEEL CONCRETE ANCHOR (LOCATE -----5" MIN. EMBEDMENT :s: Ct: ROUGH JOINT- NOTE "a" JOINT SEALANT !INSIDE FACE-WALL ONL YI PLAN lROOF SlAB CONSJRII.ICJION .IOIINIT VIERT!CAl WALL CONSTRUCTION JOIMT (NO RESHORING PERMITTED FOR ROOF SLAB) 0 4 8 12 SCALE: 1/4"=1' 9" FLAT RIB WATERSTOP WITH HOG RINGS-~ TIED TO REIN- FORCING AT I2"0.C. ROOF SLAB CONTINUOUS, THROUGH JOINT TIE HOG RINGS TO REINFORCING l AT 12" O.CENTER EACH EDGE OF WATER STOP MIRAFI AND GRAVEL BASE SECTI~ FOUNIDA 'iilON COl',ISTRUCT!ON JOINT 0 4 8 12 SCALE: 1/ 4"=1' TOP OF 3" MORTAR BED FLAT TEE FACTORY SPLICE FOUNDATION MAT SEE SPECIFICATIONS WALL WATERSTOP AT TOP OF WALL FACE OF WALL TO CLEAR WALL REINFORCING) r---;---r-t.t=j"f~-~--'--lc;lE:::::'.:::::'_I SAFE TY CLIMB NOT SHOWN) 3/16 CONT. 3/ 4" SOLID BAR RUNGS AT 12" O.C. NOTE: AT OVERFLOW HATCH 0 0 0 ' -lD USE L-3x3x3/I6 BRACE-+- TO RESERVOIR WALL (D AT 6' -0" O.C. EACH RAIL IN LIEU OF CLIP ANGLES. -0 ' ro 0:: <( w _J 0 -0 • 16" CLEAR DRILL HOLE I\J RAIL FOR RUNG RUNG TO RAIL 3/ 4"¢ SOLID BAR ~-RUNGS fal 12" 3x3L BRACE TO RESERVOIR WALL Q) fal 6'-0" O.C 3/16 BRACE A.NGLE CLIP ANGLES AT 6' -0" O.C. EACH ___ _,, RAIL 3/16 TOP OF CONCRETE STAIR LANDING ON RESERVOIR SLAB OR VAULT SLAB ROUGH JOINT--J NOTE "a" ~DINT SEALANT 1-----VERTICAL WATERSTOP SECTION HORIZONTAL JOt.lTS !N WALLS 0 4 8 SCALE: 1/ 4"=1' 6" OR 9" 12 AT WALL JOINTS ----~~--:;~--9" VERTICAL WATER- STOP IN STARTER WALL CT==:=sPLICE ~9" WATERSTOP IN FOUNDATION MAT TURNED UP WATERSTOPS TO SPLICE WITH 9" WATER- STOP AT STARTER WALL [NO SCALE) EUEV A T!OIIII lAIDDlEIRl DIET Ail INO SCALE) ALL LADDER MATERIALS SHALL BE STAINLESS STEEL TYPE 316L. WELD ELECTRODES SHALL BE TYPE 34 7. ~--STARTER WALL l<'l NOSING ANCHORS-~ 3 6 9 SCALE: 3/8"=1' ADDITIONAL REINFORCING LOCATE EACH SIDE OF OPEN ING r r R LAP LENGTH EXTENSION FO INDICATED BAR SIZE ITYP.) TOP OF MAST ROUGHENED SURFACE .. _.... _ .... --- ----"" /· '/ ' / ' '- ~ . / / x._, )'< ' 7 '"· {r -1. lD ) ' ~-/ "-,< ~ ' ' / /' ) ./ I"- . -c lg 0:: w (/) 0:: 0\ ' l<'l LO " ' I'-- TOP OF FOUNDATION [l"x4'-0" WIDE CONTINUOUS KEY 7 I '-S-11.,' 2'-0" HOOK -. / -._,.... ~- / ~ ~ ' ,., ~ " / / / '- / "-/ . ... ..... "-... / ' ' ' ' ' ' ' ' ' ' ' ' ' ' -- DIAGONAL BARS: LAP AS INDICATED 8 HOOK AS NOTED #5 HOOP IN EACH FACE TOTAL OF 2 FOR CIRCULAR OPENING SPACING = S/2 ITYP l REINFORCING AS INDICATED ON STRUCTURAL DRAWINGS I,. • lJJ )-, . ~ _,. INTERRUPTED NORMAL REINFORCING i----FACE OF WALL Q ,:. ,::1 AT OVERFLOW WALL LINES (DaQ} 4x4x3/16 WALL PLATE WITH 1/2"¢ STAINLESS STEEL CONCRETE ANCHOR AIDID!7r!OINJAl IRllEIINlf OIRlCIINJG A 7r OIPlENING§ [FOR OPENINGS GREATER THAN 6") -----FOUNDATION MAT MIRAF/ I40N BARRIER (----.._:-:::~CONTINUOUS FILTER BLANKET MIRAFI 600X ... ... 41 - •. ... •. 10 MIRAFI 600X_s- INO SCALE) ~-MIRAFI 600X 4 S-II _J w > <J: 0:: (9 >-w ,-',,----+-......... -~-~--~~ Y'. 2" II" II" II" II" 2" -.-1---:~...i..-------~;;.._ INO SCALE) INIOTIE~: I. NUMBER OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING SHALL EQUAL 1/2 THE NUMBER OF INTERRUPTED BARS IN EACH LAYER OF REINFORCING. 2. SIZE OF ADDITIONAL REINFORCING BARS TO EQUAL SIZE OF INTERRUPTED REINFORCING BARS. 3. PROVIDE STANDARD HOOKS ON BARS IF LAP LENGTH EXTENSION CANNOT BE OBTAINED OR AT JOINTS OR OTHER OBSTRUCTIONS. PLACE ADDITIONAL BARS IN SAME PLANES AS INTER- RUPTED REINFORCING. 4. UNLESS NOTED OTHERWISE, SIZE OF DIAGONAL BARS SHALL BE THE SIZE OF THE LARGEST NORMAL REINFORCING BAR CUT. LOCATE DIAGONAL IN EACH LAYER OF REINFORCING. 5. PLACE DIAGONAL BARS INSIDE INDICATED REINFORCING, 6. SPECIAL OPENING CONDITIONS SHALL BE AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. 7. ALL REINFORCING TO CLEAR OPENING OR FLANGE COLLARS BY 2", 8" PER FORA TED PVC WALL DRAIN 1'-6" CONTINU- OUS GRAVEL COLUMN---.. ~AP \TYPIC~L . INVERT ELEVATION 77.20 TO 76.50 MIRAFI 6200 PANELS l'-6" VER AP TYPIC L BOTTOM '~--"-~OF MAT ELEVATION 75.34 ~-HOG RINGS !EACH END) WITH #3 CONTINUOUS REINFORCING BAR FOR TIE-OFF TO REINFORCING 0:: 0 WW f-a) Ct: ...--VERTICAL SEALANT -+---!-'--1---~ INVERT ELEVA TIO 75.60 MIRAFI I40N 1'-6" SEE FOR AND SPECIF/CATION~ ~ RIBS, WEIGHT STYLE PROVIDE FACTORY MADE SPLICES FOR -VERTICAL ELL AT CORNER r -FLAT CROSS IN MAT JOINTS + -FLAT TEE LI ALL WATERSTOPS SHALL BE SPLICED PER MANUFACTURERS RECOMMENDATION TO PROVIDE WATERTIGHT INTEGRITY AT ALL CONSTRUCTION JOINTS. COINJC~IE7rlE JO!INJ7r§ (NO SCALE) JOINT SEALANT I 1/2" 0 ::,: SEE SPECIFICATIONS r<"J SECTION !ELEV A TIONI CONSTl'IUCTiON JOINT Sl:ALANIT (\J UP THE WALL AT VERTICAL WALL JOINT HORIZONTAL - SEALANT AT MAT ROUGHENED JOINTS NOTE "a" -HORIZONTAL AND VERTICAL ALL CONSTRUCTION JOINTS SHALL BE SAND BLASTED TO REMOVE ALL LAITANCE AND EXPOSE ANGULAR AGGREGATE ITO 1/4" AMPLITUDE) FIRMLY EMBEDDED IN SOUND MORTAR MA TRIX. SEE SPECIFICATIONS FOR MORTAR BED ON 6" STARTER WALLS. 0 6" 3 6 8" PERFORATED P,V.C. UNDERDRAIN SEE SHEETS SI AND C2 FOR LOCATION. SHEET C2 FOR INVERT ELEVATION SCALE: 3/4"=1' ROBERT BEIN, WILLIAM FROST & ASSOC. :J40'l./l 1/fJ,... S.E. NO. DATE 3·/0·7.5 ~~ iJs DATE S-k,pp ' PROJECTMAN R S.E. NO. DATE INVERT ELEVATION 74.60 TO 73.50 INVERT ELEVATION 75.60 TO 74.60 6 9 SCALE: 3/8"=1' DGA f;,,,. ~f4,l.T t..!..::, RE.Vl.5ED LIIDDERS!DE.f'A/L DIMENSION ,/,,/" BY DESCRIPTION APP'D DE9GNED J. BRADFORD REVISIONS CHECKED DR<\\!, C. GRIFFITHS DATE l<'l 8" INVERT ELEVATION 76.50 TO 75.60 C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR Sl'IRUC1'fUl'IAL Dll:1' AILS ~!MID S~C1'101MS W-52~S S-1I CITY OF NEWPORT BEACH UTILITIES DEPARTMENT SHEET R24 Of R27 FILE: 30236511.DWG PLOT AT l"=l'-0" " 0 -~ C ~ I I w 'll □ ' ~ p V ~ z '" n ,,. C: i'J " z ,, ~ N ...J 0 <'ij ~------+-- ' Lc:o-I LEVEL ::.:,WITCH VA!JI_T FLOODED ::,EE DETAIL I SHEET E-2 LS-2 LEVEL SWITCH SHUI\IT TRIP SEE DETAIL SHEET E-2 I _I f'=(~r; (~Ji_),.,_. j T. !'I ' ' I ---~I j__l '••,., I ' J ' ' ' ·-,_ HIGI I VEI\IT DRAIN VALVE I VAULT SEE SHEET l\lo. M-2 FOR ADDITIONAL PIPll'-IG --WALi_ i\1IOUl,JTED FXHAiL:,T FAI\J --LOW \/EI\J I I ~--- \ Ei\JCLO:,URE-, ,, 2" /_' I o" :J -- RESERVOIR CELL NO. X ,-T RESERVOIR CELL \ & -----------f--___L_ __ _ ~~~=~~~~~~~~~~~~ =-=-----r-------- j_ I ,---!,! EMA 4X / EI\ICLOSURE / --AC c E::,:-, HATCH / BLOCK CUT FOR COMDUIT IM:::,TALLATIOl\l. nRY PACK AFTER 11\1'.:> TALLATIOI\I 16TH STREET RESERVOIR ELECTRICAL PLAN -DETAIL No. 1 RECORD DRAWING ma II A Rl!COIID DMIIDla 0, 'II! 'MlILl'lIBI 1Dllll'l1F1BD Di 1111 ,nu IILOCI ONLY MID IWI 11111t1 l'RBPARBII [II-PART -ON TIii BASIS OF INPORMATIOII CXIIPILl!D AND PU!ltll8111ID IIJ <71'H8RS. 1111 l!NGINIIR AIID <'WIIIR(S) WILL NOT 81 ~~BLE FOR ANY BRROR~S) 1)11 OMISSION(&) WH!at QlllIIJTIONS !~~ri~<»t!IRA~N&11D1fl:i -■, ,.J!!RBON AND AT !IQII LOCATION!! 'IU VAIIIAIICI! IIAY -Ir 'l'IIB PIBCIU UICATION OF ANY f'MlIL1TY 11 llllilbD, I'll! FACILff\' SffOIP D Ill FIBLD LOCATBD IN TIii -ICI or All-l!MPUl!BI OP m Dlffllffl' OIi 1'1111 Cllllllts) OP TD lft'ILITIIS ltMUID i 11 ,, I MOUNT LOAD CENTER INSIDE NEMA 4X CONTROL PANEL --------•~----- FIXTURE SCHEDULE DESIGI\JATOR WATTS MODEL LEJ fvkGILL LE\/C:LID< F-I1nR-E'',' ·Fi\!T MOr:,E:L 60I-FL i t it L -,_ "'' __ ! WALL MOiJI\JTED AT ?,4'1 AUO\/E Fl 1,11:-, H FfI FL.OOR --- ---'. ----·-------,. ~!!::!ALEXANDER ENGINEERS INC APPROVED EDWARD C. VAN HOVEN 8192 10-11-17 ,ffi '',«£.CORO OA"AVV!MG5" "~0~99 R.C.E. l\10. _ _ _______ : __ _ ---·" -·-·· o~•-•• ... ·---•-'"" --PROJECT DJt;INEER DATE 3-/0-15 0611 IA .~tt. ~ /./DDEO /" 5P4/?E COl'JDUIT •!"/•< --·······-~···---------~~-1------ DATE----·-· _,-~,.~~-~q•~-- [)AT~ HY DESCRIPTION APP'D DE~IGhlE:D REL lJ::.,;h;__ t----~---~-----, -------------'---+- DA TE REVISIONS CHECKED WA DRAWN REL DATE:. C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR ELECTRICAL PLAN W-IS230-S E-1 CITY OF NEWPORT BEACH UTIUTIES DEPARTMENT SHEET 25 Of 27 F:\ACAD_DWG\80 i 0200\NEI//P _E2, I" ~ 24", 0.3/08/95 AT W:43 N "' ·T - 4 LADDER CORE DRILL AND DRY PACK ., • 0 ' ;,, • 0 ' in NEMA 4X ENCLOSURE (SIZE TO FIT PROBE HOLDER) FINISHED SURF ACE ., . . . ... • 4 • .•. .. .. EL. 77.67 SECTION "A" RESERVOIR STILLING WELL SHOWN FOR CELL NO. I TYPICAL FOR CELL NO. 2 0 3 8 9 ___ __, SC ALE: 3/8" , 1' CONDUIT SCHEDULE 0 1"C, 3 #10, 1 #10 GND (120/240 VAC POWER) 0 1"C, 10#12 (LEVEL ALARM HIGH-HIGH, VAULT FLOODED, POWER FAIL, 4 SPARES) 1"C, 2-2/C #18 SH (RESERVOIR LEVEL, 1 1·c. 2#14 (WET WELL RESV. CELL No. 1) SPARE) • I I ( UTIL OUTLET 120VA DUPLE RECEPTI\ LE 1TH GROUND LT INTERR 0 COO NA1E L ~ Tlor-.1 & IGHT W/SH_ T M-2- LS-1 AND LS-2 SEE DETAIL 1 SHEET E-2 FOR MOUNTII\JG " IUNCTIOIJ 80\(- ~ ,. ~1 '. 'b I '"'I \ I L • • • rc'o}{oul:$( f (~IC¥f\ JUAJCTJD,\J BDX FINISH FLOOR ·, 'b I N i ' j JUNCTION BOX-• \ \ \ 1 12" FU:.X \ CONDUIT (TYP)-\ SHUNT TRIP \ I_E\/EI SWITCH VAULT FLOODED l.EVEL SWITCH LS-1 \ 1 /2" 7 ' ... "-i . ... • ~-1/2"C, 2#12 • (FLEXIBLE) . .,,-3" x3" x 1 / 4" ANGLE, ,/,,, /• -· ·.-1 / STAINLESS STEEL, . .,,,/ SECURE WITH ANCHOR SHIELD • ANu 5/16" x 2" STAINLESS •. ~-STE.EL ANCHOR l:lOLT (TYPICAL) Ll . 4 " 1 /2"C, 2#12 ... 7 (FLEXIBLE) ' ' -__J ~~ . DRAIN VAULT LEVEL SWITCHES -DETAIL NO. 1 . ' .. •• > - NTS \ ' ,. I ' • __ , E.VEL 1NDl,.:.ATI JG TRA~ISMITTEk 10,Jur1T AT +•f" ~--.\ • ARO\/E Fll•1 1SHF J F! nr k SEE r("',11 11_ L SHEET E -c. ~ ')! 1F'LE. < kECEf-"fAL,LE WE.\THFR F'kC OF WITH ,,ROL1NU f'AL1 1_.,. 1~-ITEkRI. IPTOR (SI IMFj ,./ \ '\ ) 1 /2" C, 2 /C # H'lSH (FLEXIBLE) TO CONTROL PANEi_ ~~ ----- LEVEL TRANSMITTf'"R - 1 /2" COPPER I TUBING -SEE SHEE.T M-2-- :: i o: I • l') 1 • ,,_, <. 1· 1 -ANCHOR SHIELDS / WITH 5/1 6" x l' • STAIN! ESS STEEL ANCHOR BOLTS SECTION "B" DRAIN VAULT LEVEL TRANSMITTER MOUNTING -DETAIL NO. 2 1"C, 2#14 (WET WELL RES\/. CELL No. 2) 3/4'C, 2C #18SH (LIT) 1/2"C, 4#1: (LS-1, LS-L) 1 /'.:'" C, 2#12 & # 12GND (SUMP DUPLEX) 3/ 4" C, 6# 1 2 (EXHAUST FAN, TOGc~LE SWITCH) 0 2 --~- 5,:ALE: 1 /~II = 1' NCTE: REl='ER Tr Sf-lFE.,. 1114 -L FnR f:..LEVATIO' I e RECORD DRAWING l'IUS IS A RECORD DRAIIIIIG OF TIil FACILITIBS llll!lfflFlJID [N 'I'll£ fl ru BLOCK ONLY AND !!AS BBEII PREPAREll Ill PART ON t'IIE BASIS Of lllFOIIIIATION COMPILED dill l'URIIISIIED BY OTHERS. 111E ENGINEER AND ClWIIBR(S) WIU. NOT BE IIESPONSIBLE FOR ANY ERRORtS) uR OMISSIOll(S} WHlCfl HAVE BEEN INCORPORATED INTO THIS llllAWING. ACJUAL <DIDITIONS WILL VAIil' SOMEWHAT FRO! 1'111. OONDMOIIS SHOWN llllRlllN AND AT Sc»IE LOCATIOII!.' TIIE VARIANCE l'IAY Ill! URGE lf' TIIE PRPX:ISE LOCATION OF Alff FACILlTY 18 lll!OOIRBD, IIIE FACILITY SIIOIJLD BE FIELD LOCATED IN 1118 PBISJlk;I! OF All. llllPWYE! OF THI DISTRICI' OB THE CMES,'S) OF TSE UTILITIES INVOLVED ~!!:I ALEXANDER ENGINEERS INC ...... .:.. APPPUYED ~-----_,,__--I ~-.,:-hr;; EDWAR[) c. V!IN_H_oy~111_ a192 __ //).]/.qJ £ ·REL01!_0 _ oaAWIA..1&5,, IIT'\"1E,,..~'~'-c1~~- PROJECT ENGINED, EE "Iv. rATE • -1 A ffEV1sE.n LocAno110F uaHr AND FAN ·-t_,,., .. ,.. CATE ,_.,,_"' C-2961-B 3.0 MILLION GALLON 16TH STREET RESERVOIR SECTIONS AND DETAILS ____________ __..3--/0·1.51DGA Lr:-, SWiTCH , ,(,c(,,; /\?_-~. _-P .: .. J. __ I., ,,,., ___ -_·_.}.(, .. _ t-u-A-TF_,1,--8~--+----····,,;:cF1~~;~,;------1--! A'-F-"-e-r-1, 1-c,-E-coG-NE-L---,--,,-sA-,,,-,_,---1--C-IT_Y_O_F_N_E_W_P_O_R_T_B_:E_A_C_H_.,w_.5_2_30 __ -5--E--2---1 /~ , l 'l • "11•0(, ·A"f'lr: , .. ---·------~' _______ R_ftL.+ REL PR0-.IECT i'1A"JAGER Ct MO. DATE REI/ISIQ,~S C~ECKEL WA i ,,ATE 4194 UTILITIES DEPARTMENT SHEET R26 OF 27 I I l I I' / L VAULT CONTROL PANEL l VAULT N 1 120VAC -CKT#5 .-----i CR >----. 1 L. 24VDC PWR SUPPLY I .J ,·-·-·7 L-----*.,9<-----'t~----<: I I ,-----4+-----'f,'-----< I _ . --. --. J LEVEL TRAI\JSMITTER I '-------0\ ~--------0 J RESERVOIR LEVEL CR-1 j;f-:1 POWER -FAIL LEVEL TRANSMITTER SCHEMA TIC NO. 1 L VAULT CONTROL PANEL VAULT FLOODED ALARM TO PUMP STATION N 120VAC ---Jl'-------CKT #7 ____ __,.._ ON OFF SHUNT TRIP BREAKER COIL 0 0 VAULT FLOODED ALARM SCHEMA TIC NO. 2 VAULT -c,f--------------------,7-----·-----·-----···- I , VAUI T CG~,ITR0L PAilEL kE.SEkVl,IR CELL NO. 1 ALARMS CELL NO. 2 ALARMS L N , -_ _,_ - PR-1A PR-2A 120VAC -CKT#5 ' / G / ' r ~-7 ' ' I ( i I . PR-1A I I I . I I L . ---· --··--' r . ---. l I PR-2A L _____ J ENABLED 0FF / PR0BE HC LUER _ GNu HHL PROl:JE EL. 1 00.0' -PRnHE EL. 99.5' kESERV,11R CELL l\lr'. 1 PROBE HOLDER _ GNLJ HHL PRQtjE E.L. 100.0' -PROl:JE EL. 99.G' RESERVOIR CELL NO. l. ENABLED OFF t--------~-l-.£>---4....._----" 1 RESERVOIR HIGH HIGH ' LEVEL ALARM I I _1_ _I_ 1.__ _ _.f I ~---~,·1 ~-----oJ RESERVOIR ALARMS DISAFlLEn RESERVOIR ALARM SCHEMA TIC NO. 3 RECORD DRAWING nus rs A RBOOllfl DRAWilfG OF '1111! FACILlTIBS IDMTIFIED lN TII£ Tl n.E BLOCI( ONLY AND HAS BBl!II PREPARED IN-PART ON THE BASIS OF INFORIIATION C<IIPILED !ND FUl!NISllllD 8T 111'Hl!RS. l'IIE ENGINlll!R AND ClWIIER(S) WILL 11111' BE RESPONSIBLE FOR ANY ERRORtS) .:JR OHISSION(S) WHIOI HA YI! BEEN IIICORPORATEP INTO 11IIS DRAWING. AcnJAL CONDITIONS WILL VARY SONmlHAT FRO! TIii: CONDITIONS SHOWN ffl!Rl!ON AND AT SOME LOCATIOIIS '1111! VARIANCE IIAt BE LARGE If 111£ PRl!CISE LOCATION OF ANY FACIIJ.Tf IS RPnlIRED, DIE FACILm SHOULD BE FIELD LOCATED IN 'DI& PRESl!NCE OF AN.l!IIPLOYE£ OF 111B DISTRICT OIi Tim OIIIEll•Sl OP TIii! IITILITIES I11VOLVED L --TB-1 I 1-1 ------1 RESERVOIR i -l. ______ j HIGH-Hlr, LEVEL ~ J '1 ------:_l_-_5__, ------l RESE CIR ALARlviS I -6 ------f JIS . LED 1-7 ------\ >-----, 1-8 ------ VAULT CCNTROL PANEL 1l.O VAC CKT #3 TC AULT FLOODED ALARM I VAULT EXHAUST FAN -LIGHT SWITCH, OPST VAULT LIGHTS ' / ~o-----------' VAULT LIGHTING AND EXHAUST FAN SCHEMA TIC NO. 5 C-2961-8 ~.-. APPROVED _;, ■=-ALEXANDER ENGINEERS /NCt---t----+-----------+----i 3.0 MILLION GALLON 16TH STREET RESERVOIR --~ ------ EDWARD C. VAN HOVEN 8192 ID-21-'17 & ''RECDF<D Dl!LIWIA.IGS" PROJECT Ei~GINEER EE NO. DATE £ ,1,, (~~ ·I0"-5 DGA /i ·(·ic ··( rJ-~Tf l PY DE ::e,k'IP Tll· ·I APP'J \. ~.ii!·,-~-c~ --~~ 'jtl>t"C,. 1 ly., la r L. --·---~:-,. ' • ',' i ill PRO,JECT 'MAi~AGER CE NO. fiATE • REVISIONS S<REC TOR 38799 R.C.E. NO. __ _ DA TE I-Z'! -'W SCHEMATIC & WIRING DIAGRAMS DESIGNED WA DRAWN REL CITY OF NEWPORT BEACH W-5230-S E-3 CH ECKEL DA TE WA 4/94 UTILITIES DEPARTMENT SHEETR 27 OF 27 . I I I I N _, 0 • I -