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HomeMy WebLinkAboutW_5254_SPUBLIC WORKS DEPARTMENT APPROVED BY : APPROVED BY : PREPARED BY : LIFO C-3004-X '1 Y:>,), DON WEBB DIRECTOR OF PUBLIC WORKS ELDON G. DAVIDSON UTILITIES MANAGER ROBE J. OHLUND PRINCIPAL IN CHARGE R.C.E. 16791 R.C.E. 25553 R.C.E. 41006 DANIEL BOYL.lf: ENGINEERING, INC. DATE: 9-18-9,i. DATE: DATE: DOLPHIN AVENUE WELLS SITE ADDRESS: 9649 DOLPHIN AVENUE FOUNTAIN VALLEY, CA 92708 TAMURA SCHOOL WELLS SITE ADDRESS: 17399 MAGNOLIA STREET FOUNTAIN VALLEY, CA 92708 RECORD DRAWING .. II a .IICORD DiAIIIllC OP 'IR F.ICil.lTIIS IDIIIITIF 111> II 111 nn.E BLOC1 ONLY AND HAS B1E11 PRSPAR!D [II PAIT la TIii BASIS OF Ill'ORHATION COIPILED AllD FIIINISRBD IP OMIRS. TIii l!NCIIIBD tJID OIIIIER(S) WIU. IIOT IE IIISPOIISIII.E FOR IJlY F.RRORtS) OR OOSSIOl(S) IIIIICH IIAVI IIEEII IIIOOIIPORATED IHTO 'l'BIS Dl!AWIIIG. AC1'UAL mn1n<11S WIU. YAIIY SCJIMIAT FRO! 11IE COIDITIONS SllDIIN HDmll AIID AT S<IIE LOCATIOIIS 11IE YARIAIICI! IIAY 81 I.ARGE If m Pffl:ISB IIJClTial OP AIIY FACILlff IS UIJIIIIID, JIii! FACILDJ SROOU> BE nEI.D LOCATED II 1111 PR s llCI 0, d.l!Jll'LDrll OF '111B mmICT OI Tim OIIBltS) OP m r.mu:rn5 D11U1D W-5254-S G-1 SHEET I OF 55 C:\PROJECTS\N03\106\TITLESHT.DWG ti/23/95 PL1J I A I 1~1 D-3U,:_ :r Q - 0 I "' C.11 I ·~ SEAL'-"~ BEACH HUNTINGTON BEACH LA HABRA FULLERTON ) FOUNTAIN VALLE¥ ~,,,, YORBA LINDA ___ ......,,.._ PROJECT LOCATION TUSTIN LAGUNA~ BEACH " -~ e" " ✓ V ~ ;: ~ ~ 5 DANA POINT 0 VIEJO ' e• o~,,~-------~✓ SAN JUAN CAPISYRANO 'COuNry f- U) 0 z <( _J 3 w z <( 0:: <( ~ 1---r-i I-(./) I ' I- VJ W , _ :.n ~ LJ <1 <( 0:: : ~ GD~ I--'-~ <J, z z (J) <I •:::: U) TALB,0 RT AVE f- (/) <( _J 0 z "' <( ::e SLATER AVE r U) L q ~ 0 CLL...-+-~ f- <J) GD DENOTES PROJECT AREAS LOCATION MAP NOT TO SCALE SPECIAL NOTES -CITY OF FOUNTAIN VALLEY INSPECTION VICINITY MAP SAN CLEMENTE I. THE INSPECTION BY THE SOILS ENGINEER SHALL BE MADE DURING ALL FILLING AND COMPACTING OPERATIONS SO THAT HE CAN VERIFY THAT THE FILL WAS MADE IN ACCORDANCE WITH THE ACCEPTED SPECIFICATIONS. SOILS ENGINEER SHALL CERTIFY ALL PAD ELEVATIONS TO THE CITY OF FOUNTAIN VALLEY. SCALE 1" ; 4 MILES 2. SHEET INDEX 3. SEASONAL LIMITATIONS NO FILL MATERIALS SHALL BE ?LACED, SPREAD, OR ROLLED DURING UNFAVORABLE WEATHER CONDITIONS. WHEN WORK IS INTERRUPTED BY HEAVY RAINS, FILL OPERATIONS SHALL NOT BE RESUMED UNTIL THE FIELD TESTS BY THE SOILS ENGINEER INDICATE THAT THE MOISTURE CONTENT AND DENSITY OF THE FILL ARE AS PREVIOUSLY SPECIFIED. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SHEET DWG. 1110. DESCRIPTION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, AND TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES ·~J PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF ANY DAMAGE TO THESE LINES OR STRUCTURES. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 G-1 TITLE SHEET CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF G-2 G-3 G-4 C-1 C-2 C-3 C-4 C-5 C-6 C-7 M-1 M-2 M-3 M-4 M·O M-6 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-II S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 E -1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 1-1 1-2 1-3 1-4 L-1 L-2 L-3 L-4 L-5 L-6 GENERO.L NOTES, VICINITY MAP, LOCATION MAP AND SHEET INDEX SYMBOL LEGEND, ABBREVIATIONS, KEY NOTES AND CONSTRUCTION NOTES SITE ACCESS AND STAGING AREA DOLPHIN AVENUE WELLS SITE IMPROVEMENT AND PAVING PLAN DOLPHIN AVENUE WELLS SITE PIPING PLAN DOLPHIN AVENUE 1'/ELLS 18" DRAIN LINE TAMURA SCHOOL We ' S SITE GRADING AND PAVING PLAN TAMURA SCH(·OL WELLS .~ITE PIPING PLAN WELL SITE SECTIONS AND CIVIL DETAILS CIVIL DETAILS DOLPHIN AVENUE WELLS PIPING PLAN DOLPHIN AVENUE WELLS PIPING SECTIONS TAMURA SCHOOL WELLS PIPING PLAN TAMURA SCHOOL WELLS PIPING SECTIONS MECHANICAL DETAILS MECHANICAL DETAILS DQL::iHIN A\/ENUE WELL SITE ARCHITECTURAL FLOOR PLAN DOLPHIN .1VENUE WELL SITE ARCHITECTURAL ROOF PLAN DOLPHIN AVENUE WELL SITE EXTERIOR ELEVATIONS DOLPHIN AVENUE WELL SITE BUILDING SECTIONS TAMURA SCHOOL WELL SITE ARCHITECTURAL FLOOR PLAN TAMURA S'.:HOOL WELL SITE ARCHITECTURAL ROOF PLAN TAMUR,\ "CHOOL WELL SITE EXTERIOR ELEVATIONS TAMURA SCHOOL WELL SITE BUILDING SECTIONS DOLPHIN S TAMURA WELL ARCHITECTURAL DETAILS DOLPHIN 8 TAMUR,<\ WELL ARCHITECTURAL DETAILS DOLPHIN B TAMURA WELL ARCHITECTURAL DETAILS GENERAL STRUCTURAL NOTES AND DETAILS DOLPHIN AVENUE WELL SITE FOUNDATION PLAN DOLPHIN AVENUE WELL SITE ROOF FRAMING PLAN TAMURA SCHOOL WELL SITE FOUNDATION PLAN TAMURA SCHOOL WELL SITE ROOF FRAMING PLAN DOLPHIN WELL SITE SECTIONS 8 DETAILS TAMURA WELL SITE SECTIONS a DETAILS WELL SITE SECTIONS a DETAILS ELECTRICAL STANDARD SYMBOLS AND ABBREVIATIONS DOLPHIN AVENUE WELL 8 TAMURA SCHOOL ELECTRICAL SITE PLANS DOLPHIN AVENUE POWER 8 LIGHTING PLANS TAMURA SCHOOL POWER 8 LIGHTING PLANS TYPICAL SINGLE LINE DIAGRAM 8 ELEVATIONS ELECTRICAL SCHEDULES CONTROL DIAGRAMS CONTROL DIAGRAMS DETAILS INSTRUMENTATION SYMBOLS AND NOTES DOLPHIN AVENUE WELL PBID TAMURA SCHOOL WELL P8ID INSTRUMENTATION DETAILS TAMURA WELL SITE IRRIGATION/ PLANTING PLAN TAMURA WELL SITE IRRIGATION PLAN (ENLARGEMENT) TAMURA WELL SITE PLANTING PLAN !ENLARGEMENT) DOLPHIN AVENUE WELL IRRIGATION PLAN DOLPHIN AVENUE WELL PLANTING PLAN TAMURA/ DOLPHIN WELL SITES PLANTING AND IRRIGATION DETAILS Underground Service Alert BASIS OF BEARINGS: DOLPHIN AVFr~U[ W[LL SI 11:. ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY, AND HOLD HARMLESS THE CITY, ITS EMPLOYEES AND AGENTS FROM ANY AND ALL LIABILl'-rY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PR0JECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONOITONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. GENERAL NOTES -CITY OF FOUNTAIN VALLEY APPLICABLE PROVISIONS I. ALL APPLICABLE PROVISIONS OF THE BUILDING CODE AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, THE MOST RECENT EDITION, AS ADOPTED BY THE CITY OF FOUNTAIN VALLEY, SHALL BE COMPLIED WITH DURING ALL GRADING AND PAVING OPERATIONS. S';~I S INVESTIGAT_ION 2. THE CONTRACTOR IS HEREBY NOTIFIED THAT A SOILS INVESTIGATION WAS PERFORMED BY CONVERSE CONSUL TANT$. ALL RECOMMENDATIONS OF THE SOILS ENGINEER SHALL BE COMPLIED WITH, AND THE CONTRACTOR IS REQUIRED TO REVIEW THE SOILS INVESTIGATION REPORT TO FAMILIARIZE HIMSELF W!TH THE JOB SITE CONDITIONS. EXISTING ASPHALT CONCRETE 3. THE EXISTING ASPHAL TIC CONCRETE PAVING SHALL BE DEMOLISHED AND DISPOSED OF IN AN APPROVED MANNER. 4. IF APPROVED lN ADVANCE BY THE SOILS ENGINEER, THE SITE ENGINEER, AND THE FOUNTAIN VALLEY PUBIC WORKS INSPECTOR, THE ASPHAL TIC CONCRETE MAY BE USED TO PRODUCE MISCELLANEOUS BASE MA'(ERIAL TO BE USED BELOW THE NEW PAVtNG SECTION, IN THE PARKING AREAS ONLY. EARTHWORK QUANTITIES EARTHWORK QUANTITIES--ESTIMATED FOR PERMIT PURPOSES ONLY. THE GRADING CONTRACTOR SHALL INSPECT THE GRADING PLAN AND CALCULATE QUANTITIES FOR BID PURPOSES. INSPECTION SCHEDULE 5. TH2 FOLLOWING INSPECTION SCHEDULE (AS SUGGESTED BY THE UNIFORM BUILDING CODE), SUBJECT TO MODIFICATION BY THE CITY 'lF FOUNTAIN VALLEY, IS PRESENTED HEREIN AS A GUIDELINE FOR THE CONTRACTOR TO FOLLOW, A. EXCAVATf}N AND FILL INSPECTION <1. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE PUBLIC WORKS INSPECTOR A MINIMUM OF .'?:4 HOURS BEFORE b. c. THE GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING OPERATIONS; INITIAL INSPECTION, WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT BEFORE ANY GRADING OR BRUSHING IS STARTED. TOE INSPECTION: AFTER THE NATURAL GROUND IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE ANY FILL IS PLACED. d. EXCAVATION INSPECTION: AFTER THE EXCAVATION EMPLAC~MENT IS STARTED BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS TEN FEET. c. FILL INSPECTION: AFTER THE FILL EMPLACEMENT IS ST',RTED BUT BEFORE Tl-E VERTICAL HEIGHT OF THE LIFTS EXCEED TEN FEET. f. DRAINAGE DEVICE INSPECTION: AFTER FORMS AND PIPE A,{E IN PLACE BUT BEFVRE ANY CONCRETE IS PLACED. g. ROUGH GRADING: WHEN ALL ROUGH GRii□ING HAS BEEN COMPLETED, h. FINAL: WHEN ALL WORK, INCLUDING INSTALLATION OF ALL DRAINAGE STR!JCTURES AND OTHER PROTECTIVE DEVICES HAVE BEEN COMPLETED AND THE AS-GRADED PLAN AND REQUIRED REPORTS HAVE BEEN SUBMITTED. DIMENSIONS 6. ALL DIMENSIONS SHOWN HEREON SHALL BE VERIFIED BY THE GRADING CONTRACTOR. THE BUILDING LAYOUT SHALL BE IN ACCORDANCE WITH APPROVED SITE ANO ARCHITECTURAL PLANS. DUST CONTROL 7. THE GRADING CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES. BENCH MARK: Call: TOLL FREE 1-800 422-4133 BASED ON AN INVERSE BETWFFN o.c.r.M.A. G.P.S. POINTS 4137 AND .:.;087 LOC1\TED AT BUSHARD, SLATER, RROOKHURST, AND SLATER RESPECTlVEL Y. DOLr'HIN AVENUE '✓✓C...LL SITE E!..EVATION 25.30 FOUND PL1NCHED HOLE IN CONCRETE SID!:V•.r6.l f{, SW QUADRANT OF THE 11\TERSECTION OF SLATER AVENUE AND DOLPHIN AVENUE. ESTABLISHEC BY THE CITY OF NEWPORT SE.AC~ FROI\~ TWO WORKING DAYS BEFORE YOU DIG BEi\.R;NG~ NB9v06'46"E T A!VlURA SCHOOL WELL SITE l:'!A'.:o~U UN AN INVERSE BEHVEE[~ 0.C.E.M.A. G.P S. FOINTS 5086 AND SOE,7 LOCATED AT rvlAG"'lOUA, ':.iLAT'::R. BROOKHUKST. ANJ SLATER R~SPECTIVEL Y BE/\RING= NBr07'14"E PREVIOUS S'JRV[YS. 'I AMl.,RA SCHOOL \i\'cLL SITE ELE\/ ATION 19 0~,4 ADJ. 1976 O.C.S. BM #16 l2S69 SFT IN TCP OF NW CORN[R or A C0~1CRETE CATCH BASING IN THE NE PART OF THE lf·J ,·ERSFC:TION OF MAGNOLIA STH·EET AND Tf,LBERT A\lt::NUE. UTIL TY NOT!:-.• ":.ATION 8. CONTACf Tl FOLLOWING, AS HEOUIRED, 48 HOURS PRIOR TO EXCAVATION: A. '50UTHERN CALIFORNIA EDIS'1N COMPANY 7333 aOLSA AVENUE WESTMINSTER CA 92683 17141 895-0221 ATTN: MIKE WALSH 8. SOUTHERN CALIFORNIA GAS COMPANY ORANGE COUNTY DIVISION POST OFFICE BOX 3334 ANAHEIM, CA 92803-3134 [7141 643-3262 ATTN: TECH:.~ICAL SUPERVISOR, FRANCHISE DEPT. C. GENERA . fELEPHONE COMPANY OF CALIFORNIA UTILITY NOTICES 7292 SLATER AVENUE HUNTINGTON BEACH, CA 92647-6240 !714] 375-6701 ATTN: JAN LAFEVER, SENIOR ENGlt-.iEER ?D. CITY OF FOUNTAIN VALLEY WATER DEPT. 10200 SLATER AVENUE FOUNTAIN VALLEY, f'.I\ 92708 17141 965-4400, ,x· 377 E. i?ARAGDN CABLE {STEM 7441 ,'.:HAH .. iAN AVENUE GARi)i:\! GROVE, CA 92641 [71< ,_,_:t,5-6886, EXT. 216 ATTN: MIKE BOGNER F. ORANGE COUNTY SANITATION DISTRICT 10644 ELLIS AVENUE FOUNTAIN VALLEY, CA 92708 17141 540-2910 ATTN, BLAKE ANDERSON G. ORANGE COUNTY WATER DISTRICT 10500 ELLIS AVENUE P.O. BOX 8300 FOUNTAIN VALLEY, CA 92708 17141 378-3211 ATTN: STEVE CONKL.IN STANDARD GRADING NOTES -CITY OF FOUNTAIN VALLEY I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GRADING CODE OF Ti IE CITY OF FOUNTAIN VALLEY, THE UNIFORM BUILDING, "Tl-IE STANDARD SPECIFICATIONS FOR PUBLIC WORK'S CONSTRUCTION", THE MOST RECENT EDITION, AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE PUBLIC WORKS INSPECTOR AND OBTAINING THE REQUIRED PERMITS. 3. THE GRADING CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR FOR INSPECTION AND OBTAIN APPROVAL OF THE COMPLETED GRADING. 4. CLEAR AND REMOVE ALL DELETERIOUS VEGETATION PRIOR TO COMMENCING GRADING. 5. ALL ROUGH GRADE PADS SHALL BE CONSTRUCTED 5' MINIMUM OUTSIDE OF .3UILDINGS. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2' HORIZONTAL TO I' VERTICAL AND SHALL NOT HAVE LESS THAN 90% COMPACTION TO THE FINISHED SURFACE. 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A 90% DENSITY, AS DETERMINED BY A.S.T.M. STANDARD Dl557 AND CERTIFIED BY A SOILS ENGINEER 8. DUST SHALL BE CONTROLLED BY WATERING. 9. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 10. SUBGRADE SHALL BE PR'::PARED PRIOR TO THE CASTING OF CONCRETE SLABS TO THE SATISFACTION OF THE SOILS ENGINEER AND THE PUBLIC WORKS INSPECTOR. II. ELEVATIONS SHOWN IN PARENTHESIS AND DASHED CONTOUR LINES AIRE EXISTING. 12. THE NATURAL GROUND SURFACE SHALL BE CLEARED OF ALL VEGETABLE GROWTH, SUCH AS TREES, LOGS, ROOTS, BRUSH, GRASS, WEEDS, AND OTHER OBJECTIONABLE MATERIAL. 1"3. ALL MATERIALS REMOVED SHALL BE TAKEN FROM THE BUILDING SITE AND DISPOSED OF IN A LAWFUL MANNER BY THE CONTRACTOR. 14. AREAS OVER WHICH FILLS ARE TO BE PLACED SHALL i=n.; • 1E SCARIFIED TO PROVIDE A BOND BETWEEN THE EXISTING GROUND AND THE MATERIAL TO BE OEPOSITEC THER_ )N. 15. FILL MA IERIALS SHALL BE PLACED IN HORIZONTAL LAYERS SUCH "T;HAT THE CO:IIP.~CTED THICKNESS OF EACH LAYER DOES NOT EXCEED 8 INCHES. 16. AT THE TIME OF COMPACTION, THE MOISTURE CONTENT OF THE FILL MATERIAL SHALL BE SUCH THAT THE SPECIFIED RELATIVE COMPACTION WILL BE OBTAINED AND FILL WILL, BE l='l:1.,1, HARD, AND UNYIELDING. SUBGRADE SHALL BE COMPACTED TO 90¼ RELATIVE COMPACTION. 17. IF WET CLAY IS ENCOUNTERED, IT SHALL BE REMOVED TO ,-\ SUFFICIENT DEPTH AND AREA THAT WHEN SUITABLE MATERIAL 15 IMPORTED ANO SUBSTITUTED FOR THAT MATERI IL WHICH WAS REMOVED, 90% RELATIVE COMPACTION Of THE SUBGRADE CAN BE OBTAINED. : 18. SUBGRADE SHALL BE PREPARED SUCH TdAT IT DOES NOT VARY BY MORE THAN 0.10 FOOT FROM ., _ ::iPECIFIED GRADE OR CROSS-SECTION. 19. AGGREGATE BASE SHAL'. BE DEPOSITED UPON THE CONSTRUCTION SITE IN SUCH QUANT' • , THAT ITS COMPACTED THICKNESS WILL BE WITI-HN 0.02 FOOT OF THE PLAN GRADE OR CROSS SECTION. 20, A COMPACTIVE EFFORT SHALL BE APPLIED UNTIL 95% RELATIVE COMPACTION OF THE AGGREGATE BASE IS ACHIEVED. 21. ASPHAL TIC CONCRETE PAVEMENT (EITHER 2-INCH OR 3-INCH THICK COMPACTED THICKNESS) SHALL BE PLACED ON THE PREPARED AGGREGATE BASE BY MEANS OF A SELF-PROPE~LED MECHANICAL SPREADING AND FINISHING MACHINE IN ONE LIFT. 22. AT THE TIME OF DELIVERY TO THE SITE OF THE v,,r;JRK, THE TEMP°ERATURE OF THE MIXTURE SHALL NOT BE LOWER THAN 260 DEGREES FAHRENHEIT NOR HIGH'_R THAN 320 DEGREES FAHRENHEIT, THE LOWER LIMIT TO BE APPROACHED IN WARM WEATHER AND THE HIGHEr. IN COLD WEATHER. ALL ASPHALT TO BE EITHER AR 4000 OR AR 8000. 23, AREAS OF ASPHALT CONCRETE INACCESSIBLE T J COMPACTION BY POWER ROLLER QR ABUTTING CONCRETE PAVEMENT, SHALL BE COMPACTED BY USE OF VIBRATING COMPACTORS OR OTHER MECHANICAL MEANS. 24. AREAS OF ASPHALT ACCESSIBLE TO COMPACTON EQUIPMENT 'HALL BE ROLLED WITH A ROLLER WEjGHING AT LEAST TEN TONS. 25. If PNEUMATIC ROLLERS ARE USED FOR EITHE,~ BREAKDOWN OR SECONDARY ROLi.iNG, THE .~OLLER SHALL WEIGH 12 TO 15 TONS, WITH TIRES INFLATED TO 90 PSI. 26. NUMBER OF ROLLERS ON PROJECT SHALL BE SUFFICIENT TO ACCOMMODATE SATISFACTORY COMPACTION, 27. 11-ITIAL ROLLING SHALL COMMENCE LONGITUDINALLY AT THE LOWER ELEVATIONS, SUCH AS FLOW LINES, AND PROCEED PARALLELED TO SUCH LINES, TOWARD HIGHER E1_EVATIONS. ROLLERS SH.A.LL NOT CROSS FLOWLINES AT ANY ANGLE OTHER THAN 90 DEGREES THERETO. INITIAL ROLLl,NG SHALL BE SfARTED A$ SOON AS POSSIBLE AFTER THE MATER!IJ,L HAS SEEN SPREAD, WITHOUT CAUSING EXCESSIVE CHECKING AND SHALL CONSIST OF AT LEAST TWO FULL GJVERAGES WITH THE DRIVE WHEEL. : 28. FINISH ROLLING SHALL BE STARTED AFTER THE PAVEMENT HAS CqOLED SUFFICIENTLY TO PERMIT REMOVAL OF THE ROLLER MARKS AND SHALL BE CONTINUED IN WHATEVER DIRECTION IS REQUIRED TD PRODUCE A DENSE, THOROUGHLY COMPACTED PAVEMENT, FREE OF ROLLER MARKS ANQ SHOWING NO SIGNIFICANT MOVEMENT UNDER THE WHE[LS OF THE ROLLER. 29. BEFORE ANY ASPHALT IS LAID, A "TACK COAT" OF ASPHALT, SSIH, OR ARIOOO, SHALL BE APPLIED TO THE VERTICAL SURFACE OF' ALL CURBS, GUTTERS, AND STRUCTURES BELOW THE SURFACE OF THE PAVEMENT. 30. THE PAVEMENT SURFACE, WHEN COMPLETED, SHALL BE SMOOTH, DENSE, WELL-BONDED, AND OF UNIFORM TEXTURE AND APPEARANCE. ALL AREAS SHALL DRAIN. FLOW LINES SHALL BE FREE OF DEPRESSIONS WHICH PERM·r WATER TO STAND. 31. THE CONTRACTOR SHALL CLEAN UP THE JOB SITE PRIOR TO ACCEPTANCE OF THE WORK. ALL DIRT, SOIL, AND DEBRIS OF ANY NATURE SHALL BE REMOVED AND THE ENTIRE SHALL PRESENT A CLEAN, NEAT APPEARANCE. THERE SHALL BE NO STORAGE OF MATERIALS OR EQUIPMENT ALLOWED WITHIN THE DEDICATED STREET RIGHf.OF- WAY. DANIEL BOYLE ENGINEERING, INC I. 2. 3. 4. 5. 6. 7. 8. 9. 10. II. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 9/yqc, l--------cf-------1------------+---1 CITY E DATE CITY OF Gl:NE_RA.1.,,_ t,,I_QTES -CITY OF NEWPORT BEACH STATIONING REFERS TO CENTERLINE OF THE WATER MAIN OR DRAIN LINE. EXISTING UNDERGROUND UTILITIES ARE SHOWN A3 PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCA~ION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. CURB DATA REFERS TO FACE OF CURB. Alt EXPOSED CONCRCTE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. UTILITY LINE DISTANCES SHOWN IN PROFILE A1-..iD IN ESTIMATED QUANTITIES ARE HOr~ilONTAL DISTANCES. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE 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 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(SI SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6 ABOVE FROM CAL-OSHA. ALL FLANGED PIPE JOINS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS, AND HEX- BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE lN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL -THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LtBERALL Y WITH CORROSION-PROTECTIVE MASTIC COMPOUND. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS ';OATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AN!> SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION, AND DIMENSIO~ AS ESTABLISHED BY THE ASTt.rl AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION F!r·-\!i THE MANUFACTURER' STATING COMPLIANCE WITH-THE APPROPRIATE SPECIFICATIONS. ALL MECHANICAL JO"T FITTINGS SHALL BE RESTRAINED WITH RETAINER GLANDS. THE CONSTRUCTIn, OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRU'~TION STANDARDS, ' .-ANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDAR') SPECIFICATIONS FOR ""UBLIC WORKS CONSTRUCTION", 1994 EDITION AND SUPPLEMENT:::: ,-J.ND THESE SPECIFICATIO"J3. STATIONING REFERS TO THAT INDIVIDUAL PIPELINE ONLY. EACH PIPELINE HAS ITS OWN ~NIQUE STATIONING. EXISTING UN:)ERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRA ~TOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. ALL STEEL PIPE SHALL BE CEMENT MORTAR LINED AND COATED AND BUTT WELDED PER THE SPECIFICATIONS UNLESS OTHERWISE INDICATED. PIPELINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE CON1RACTOR SHALL REOUEST INSPECTION FROM THE UTILITIES O't'.""'ARTMENT .. ).8 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE l5l F'::FT IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE ]51 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTORtSI SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE NUMBER 20 ABOVE FROM CAL-OSHA. ALL DRAIN LINES AND WATER LINES SHALL BE BEDDED PER CITY STD-106-L UNLESS OTHERWISE STATED. ALL UTILITIES SHOWN IN THE PROFILE ARE EXISTING UNLESS STATED OTHERWISE. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATION OF TIE-INS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CITY OF ANY DISCREPANCIES. THE CONTRACTOR SHALL BE FAMILIAR WITH Tl-IE PROJECT SOILS REPORTS TITLED "REPORT OF GEOTECHNICAL EXPLORATION TAMURA SCHOOL WELL SITE", PREPARED BY CONVERSE CONSULTANTS DATED FEBRUARY 20, 1996 AND "REPORT OF GEOTECHNICAL EXPLORATION PROPOSED DOLPHIN WELL SITE~, PREPARED BY CONVERSE CONSULTANTS OATED AUGUST 31, 1995 AND ALL SUPPLEMENTAL REPORTS. THE NORTHING ANO EASTING ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, ZONE 6. "KEY NOTES" ARE PROVIDED FOR REFERENCE. 1 EMERGENCY TELEPHONE NUMBERS AGENCY NUMBERS DAYTIME SOUTHERN CALIFORNIA GAS COMPANY 634-3028 SOIJTI--ERN •:.'\!...iF'JRNIA EDISON COMPANY 835-5200 PACIFIC TELEPHONE COMPANY 259-445B CITY OF NEWPORT BEACH (UTILITIES DEPT.I 644-3011 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY 962-2411 COMCAST CABLEVISION 542-6222 UNDERGROUND SERVICE ALERT l-800-422-4133 CITY OF FOUNTAIN VALLEY 965-4400 RECORD DRAWING IIDB a 6 limRD DIIAIIING OF 111!' FACILITIES Illlllffl:F Ill) Ill ?8 fln.E BUa OIILY AND HAS 8il!JI PIIEP4RID [II Pll.7 OIi 1111 BASIS OF [IIFORHATION CCMPILIID AllfJ FIIRIIISIIIID Bf Cfflllll!S -111E ENGINEER AND CWER( S) WIU. IIOT 8E R'E!IPCIISIIJLE FOR ANY FJ!RORlS) ilR <»USSIOll(S) IIIIICII &'II aw lilCORPORATED INTO '111!S DRAWING. 4C'nlA1. COII\JTI«»IS IIIU. YI.RY S(Jffil/jjAT FRO! 111E <XJIIDfflONS SlOnl lfERF.al liilD AT SO!E LOC4TIOII::; '110!: VARIANCE Jllll 81! LARGE lF 'nil! PRl!CISE LOCATION OF UY FACIUTY IS IIEWill!D, lllf: FACILITY SIIOULD BE FIELD LOCATED II 1D PIBSEIIICil OF .All. 9IPIDrllE OF 'IBE DIS'l'11IC1 OR THI! ...-s, OP 'IB£ lmLUIES DIJOLVED AND OF TAMURA NIGl:!_TTI_ME 634-3129 1-800-325-6 477 611 644-3717 962-2411 542-6222 l-800-422-1'cl33 261 DOLPHIN SCHOOL C-3004-X AVENUE WELLS VALLl:.Y GENERAL NOTES, VICINITY MAP, LOCATION MAP AtJD SI-IEET INDEX 50026 RCE NO. DATE f---+-----------------+-----1 RECOtvM::NDED BY DESIGNED DKB DRAWN MJR CITY OF NEWPORT BEACH W-5254-S I G-2 ~GER 41006 -RCE NO. 'JA I l:. BY DESCR,FTICN APP'D ,, h1-, ,. 1---'---'----------------'---I DATE REVISIONS DAI' ~ CHECKED RJO DATE 8/96 SHEET 2 OF 55 C:\PROJECTS\N03\I03\NOTESHT.DWG 8/29/95 PLOT AT 1-1 J-349 lTt U1 I SYMBOL LEGEND ABBREVIATIONS • 0 'tf D E-- POWER POLE MANHOLE FIRE HYDRANT METER BOX POWER POLE ANCHOR MONUMENT -x-x-x-FENCE BLOCKWALL 0 Cl{J ~ La. ...LLL ...llL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONC,~ETE BUILDING PROPERTY LINE ---'i_---CENTERLINE ----s----SEWER LINE ------W-WATER LINE ---G---GAS LINE --E--POWER LINE -TEL--TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM ::a: STREET LIGHT (i) CONSTRUCTION NOTE 0 KEY NOTE A AC ADJ AFF APWA AVE AWWA B.C. BLVD C C.B. CITY CKT CL CLR CMB CML CMLBC CONST CR <t. DIA DC D.I.P. DR E E.G. EL. OR EXIST. FF FG FS FIG F.I.P. F.L. FLG G GA G.B. GND GFI G.P.S. HHL HMWPE HP HWY I.D. INV. I.P. LLL LIT LS MADC MAX. MIN. M.I.P. M.J. AMPS ALTERNATING CURRENT ADJUSTED ABOVE FINISH FLOOR AMERICAN PUBLIC WORKS A:::SOCIATION AVf\lUE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BOULEVARD CONDUIT, COMMON CATCH BASIN CITY OF NEWPORT BEACH CIRCUIT CL.ASS CLEAR CL.ASSIFIEO MISCELLANEOUS BASE CEMENT MORTAR LINED CEMENT MORTAR LINED 8 COATED CONSTRUCTION CONTROL RELAY CENTERLINE DIAMETER DIRECT CURRENT DUCTILE IRON PIPE DRIVE EAST OR ELECTRIC END CURVE ELEV. ELEVATION EXISTING FINISHED FLOOR FINISHED GRADE FINISHED SURFACE FIGURE FEMALE IRON PIPE FLOWLINE FLANGE GAS OR GREEN GAUGE GRADE BREAK GROUND GROUND FAULT INTERUPT GLOBAL POSITIONING SYSTEM HIGH HIGH LEVEL HIGH MOLECULAR WEIGHT POLYETHYLENE HIGH POINT HIGHWAY INSIDE DIAMETER INVERT ELEVATION IRON PIPE LOW LOW LEVEL LEVEL INDICATING TRANSMITTER LEVEL SWITCH MILLIAMP DIRECT CURRENT MAXIMUM MINIMUM MALE IRON PIPE MECHANICAL JOINT 0 DATA NOTE 4. ANGLE POINT KEY NOTES [I] 0 0 0 ~ 0 @] @] B @] ~ @] ~ @] §] @] §] §] ~ ~ ~ ~ §] END SIDEWALK, CURB AND GUTTER EMERGENCY OVERFLOW POSITIVE OUTFALL EXISTING CURB AND GUTTER TO REMAIN OR REPLACE IN KIND 24" WATER MAIN (BY OTHERS) REMOVE, REPLACE AND RECOMPACT BACKFILL CONTAINED IN THE FORMER PIPE TRENCH PER THE GEOTECHNICAL REPORT SUPPLEMENT DATED AUGUST 16, 1996, PREPARED BY CONVERSE CONSULTANTS. INSTALL LOUVERS PER ARCHITECTURAL PLANS. TRANSITION LONGITUDINAL GUTTER TO MATCH DRIVEWAY PROPOSED TOE OF SLOPE ANO DAYLIGHT LINE JOIN EXISTING CURB ANO PAVING IMPROVEMENTS EXISTING TOP OF SLOPE OF PAD GRADED FOR WELL DRILLING MATCH TOP OF CONCRETE WALKWAY TO ELEVATIONS AT BACK OF EXISTING CURB FOR PLAN AND PROFILE OF DOLPHIN AVENUE WELLS DISCHARGE PIPING, SEE SHEET C-2 FOR PLAN AND PROFILE OF TAMURA SCHOOL WELLS DISCHARGE PIPING, SEE SHEET C-5 FOR CONTINUATION OF TAMURA SCHOOL DRAIN LINE, SEE SHEET C-5 JOIN EXISTING FENCE RE-SEED EXISTING TURF DAMAGED DURING CONSTRUCTION THAT IS OUTSIDE OF LEASE LINE. SEE LANDSCAPE PLANS FOR ADDITIONAL WORK TO BE DONE. REMOVE EXISTING TEMPORARY CONSTRUCTION FENCING WHEN COMPLETE MATCH EXISTING TOP OF PAVEMENT GRADES ALL GRADING SHALL CONFORM TO TECHNICAL SPECIFICATIONS AND GEOTECHNICAL INVESTIGATION BY CONVERSE CONSULTANTS OF ORANGE COUNTY DATED FEBRUARY 20, 1996 TRANSITION FROM RETAINING WALL TO REINFORCED CONCRETE BLOCK WALL AT EXPANSION JOINT AT END OF CURVED WALL. MATCH INSIDE WALL FACES. CONTRACTOR SHALL REMOVE TEMPORARY SHORING AND REGRADE AS SHOWN ON SECTION A, ON SHEET C-6 PORTION OF EXISTING DRILLING PAD, ELEVATION: 26.60 EXISTING 2" WATER SERVICE EXISTING 16" D.I.P. WATER MAIN BY OTHERS REMOVE EXISTING 18" RCP STORM DRAIN AS REQUIRED TO INSTALL JUNCTION STRUCTURE RESTORE EXISTING LANDSCAPING ANO IRRIGATION PROTECT IN PLACE EXISTING "NO PARKING" SIGN PROTECT IN PLACE EXISTING WATER MAIN ~ §] ~ §] ~ §] § ~ §] §] ~ §] G §] §] ~ §] §1 §] §] §] ~ ~ N N.B. N0.1SI NPT. NTS NORTH NEWPORT BEACH NUMBER(SJ NEWPORT NOT TO SCALE ON CENTER ORANGE COUNTY BENCH MARK o.c. O.C.B.M. O.C.E.~•-A. P.C.C. P.C.F. ORANl3E COUNTY ENVIRONMENTAL MANAGEMENT AGENCY PORTLAND CEMEN: ..;JNCRETE P.E. PROP. PR p ',_F. PT PVC PWR R.C.E. RO. RET s S.C.E. SCH SH ST STD. SD S.E. STA. ST.LT ST. STA. STL TB TC TDR TELE TG THK. TW TYP. U.C.I. VAC w WP WWM XMTR 2C 2P 30A POUNDS PER CUBIC FOOT PLAIN END PROPOSED PROBE RELAY POUNDS PER SQUARE FOOT PRESSUt-<E TRANSMITTER POLYVINYL CHLORIDE Plf'E POWER REGISTERED CIVIL ENGINEER ROAD RETAINING SEWER OR SOUTH SOUTHERN CALIFORNIA EDISON SCHEDULE SHIELDED SHUNT TRIP OR STREET STANDARD STORM DRAIN STRUCTURAL ENGINEER PIPELINE STATION STREET LIGHT STREET STATION STEEL TERMINAL BLOCK TOP OF CURB, TIME CLOCK TIME DELAY RELAY TELEPHONE TOP OF GRATE THICK TOP OF WALL TYPICAL UNIVERSITY OF CALIFORNIA AT IRVINE VOLT AL TERNA TING CURRENT WATER OR WEST WEATHERPROOF WELDED WIRE MESH TRANSMITTER TWO CONDUCTOR TWO POLE 30 AMPS PROTECT IN PLACE EXISTING TELEPHONE UTILITIES PROTECT IN PLACE EXISTING METER BOX REMOVE EXISTING CURB ANO GUTTER PROPOSED 12" WATER MAIN RELOCATION [BY OTHERS} SEE SHEET 2 FOR BASIS OF BEARINGS ANO BENCH MARK INFORMATION. COORDINATES ARE BASED ON THE NAD 83 COORDINATE SYSTEM, SEE MECHANICAL PLANS FOR LENGTHS OF WELL PIPING AND FITTINGS. PROPOSED EARTHEN SWALE. GRADE TO DRAIN TO WALL GUTTER SEE MECHANICAL PLANS FOR HOSE BIB DETAILS ALL BURIED PIPING SHALL BE CML8C STEEL WITH 0.375" MINIMUM PLATE THICKNESS ALL CMLBC STEEL JOINTS SHALL BE BUTT WELDED CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING D.I.P. WITH REACH 3A AND 38 CONTRACTOR CONTRACTOR SHALL POTHOLE AND VERIFY EXACT LOCATIONS OF UTILITIES AND CONNECTIONS AND SHALL NOTIFY OWNER OF ANY DISCREPANCIES IMMEOIATEL Y FOR OVERALL SITE GRADING, SEE DETAIL 4 ON SHEET C-7 REMOVE EXCESS TEMPORARY WEL\.. CONSTRUCTION FILL FROM AREA OUTSIDE TOE OF PROPOSED SLOPE TOE OF EXISTING SLOPE TOP OF PROPOSED SLOPE TOE OF PROPOSED SLOPE ADJUST EXISTING MANHOLE TO GRADE TOP OF WALL SLOPED AT CONSTANT GRADE RELOCATE EXISTING SIGNS TO LOCATION REQUESTED BY CITY OF FOUNTAIN VALLEY SEE SHEET C-4 FOR PRECISE GRADING, SITE PAVING AND IMPROVEMENTS ACOUSTICAL PANELS SHALL BE INSTALLED ON ALL PUMP ROOM INTERIOR WALLS FROM FLOOR TO CEILING, PER MANUFACTURERS RECOMMENDATIONS Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG (i) ® 0 0 ® © 0 © ® @ 0 @ @ @ ® @ ® @ ® @ ® @ @ @) @ @ @ @ @ @ @ @ @ (§ @) @ CONSTRUCTION NOTES DEEP WELL VERTICAL TURBINE PUMP AND FABRICATED STEC:L DISCHARGE HEAD WITH 3/4" EXTRA HEAVY HALF COUPLING FOR PRE-LUBE PER PROJECT SPECIFIC 4 TIONS 16" DIA x 1'-11" LONG FLGxPE STL SPOOL PRESSURE SWITCH PER PROJECT SPECIFICATIONS. INSTALL PER DET \IL 5, ON SHEET M-5 ' 16"x8" FLGxPExGROOVED END STL TEE 16" DIA STYLE 07 VICTAULIC COUPLING 16" DIA x 1'-5" LONG GROOVED ENDxFLG fTL SPOOL 16" DIA FLANGED RATE OF FLOW CONTRbL VALVE, CLA-VAL MODEL 40-01 OR APPROVED EQUAL • ORIFICE PLATE PER PROJECT SPECIFICA+l◊NS 3" AIR RELEASE AND VACUUM VALVE. l1NSTALL PER DETAIL 2, '.lN SHEET M-5 i INSTALL SAMPLING TAP PER DETAIL 3, PN SHEET M-5 ADJUSTABLE PIPE SUPPORT. INSTALL PER DETAIL 7, ON SHEET M-5 16" DIA FLANGED PROPELLER METER PEfll PROJECT SPECIFICATIONS PRESSURE GAUGE ANO TRANSMITTER PEk PROJECT SPECIFICATIONS, INSTALL PER DETAIL 6, ON SHEET M-5 I 16" DIA FLGxPE STL LONG RADIUS 90° dENO 16" DIA FLANGED BUTTERFLY VALVE (CJ 1501 WITH HANDWHEEL AND POSITION INDICATOR l I6"x8" PExPExFLG STL TEE ' 8" DIA FLANGED RESILIENT WEDGE GAT!c VALVE WITH HANOWHEEL OPERATOR 8" DIA FLANGED SURGE ANTICIPATOR V~LVE, CLA-VAL MODEL 52G-03BKC D/S WITH CR A30-300 AND (fRL20-200 RANGE ' 8" DIA FLGxPE STL SPOOL 1LENGTH AS! REQUIRED) 8" DIA FLGxPE STL 90° BENO 8" DIA FLANGED BUTTERFLY VAL VE 1CL.i 1501 WITH HANDWHEEL AND POSITION INOICA TOR i 8" DIA FLANGED DEEP WELL PUMP CONjrROL VALVE, CLA-VAL MODEL 61-02 (SEE ELECTRICAL PLANS ~OR WIRING ANO CONTROLS) 4'x4' CAST-IN-PLACE DRAIN BOX WITH ALUMINUM GRATE AND FRAME. SEE STRUCTURAL PLANS FOR GRATING DETAILS 16" x 1'-4" LONG FLG STL SPOOL 16" x 9" LONG FLGxGROOVEO END STL iSPOOL 16" DIA FLGxGROOVED END STL SPOOL !(LENGTH AS REQUIRED) 16" DIA FLGxPE STL SPOOL (LENGTH AS REQUIRED) 6'x6' CONCRETE PUMP BASE PER DETAIL I, ON SHEET M-5 I HP EXHAUST FAN PER PROJECT SPE€1FICATIONS. MOUNT PER DETAIL 4, ON SHEET M-6 1/4 HP EXHAUST FAN PER PROJECT Sl?ECIFIC.4TIONS. MOUNT PER DETAIL 4, ON SHEET M-6 I FABRICATED PIPE BRACE PER DET~IL J, ON SHEET M-6 4" DIA PVC DRAIN PIPE PCFI DETAIL 1, loN SHEET c-6 ' CONSTRUCT WALL GUTT:::R PER APWA lsTD. PLAN NO_ 617,,') CONSTRUCT MASONRY RETAINING WALL' PER APW \ .j fD. PLAN NO. 618-0, TYPE B, Ha 4'-8" MAX. CONSTRUCT 3" AC PAVEMENT OVER 6'' AB TRANSITION FROM 6" TYPE 'D' CURB AND GUTTER TO 6" TYPE 'A' CURB AND GUTTER PER CITY OF FOUN!AIN VALLEY STD. DWG. NO. 108 AND DETAIL 2, ON SHEET C-6 TRANSITION SECTION FROM 6" TO O" , URS FACE CONSTRUCT 6" TYPE 'O' CURB AND GU!f"TER PER CITY OF FOUNTAIN VALLEY STD. OWG. NO. 108 , REMOVE EXISTING CURB AND AC PAVEfvtENT AS SHOWN CONSTRUCT 7' WIDE x 4" THICK CONC~ETE WALKWAY INSTALL PRE-LUBE PIPING, VALVES ANb FITTINGS PER DETAIL I, ON SHEET M-6 1 ® @ @ @) @ @ @ (§) @ @ ® @) @ @ @ @) @ ~ @ @ @) @ @ @ @ @ @ @ @ @ @ @ @) @ ® @ CONSTRUCT CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L-O [L= 9.0, W= 5.6, H= 9.61 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER APWA STD. PLAN NO. 600-0 CONSTRUCT :'.'7'-0" WIDE ROLLING PIPE GATE WITH 4" 0.D. POST SETTINGS, 2-7/8" 0.D. FENCE POSTS, 1-5/8" O.D. PIPE :RACK, DOUBLE WHEEL CARRIER WITH 7" WHEEL BASE AND 5" PRESSED STEEL BASE ROLLER BY AMERICAN FENCE OR APPROVED EQUAL CONSTRUCT MASONRY RETAINING WALL PER APWA STD. PLAN NO. 618-0, TYPE B, H= 3'-4" MAX. CONSTRUCT REINFORCED CONCRETE BLOCK WALL PER APWA STD. PLAN NO. 601-0, TYPE 2, 6' MAXIMUM HEIGHT CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF FOUNTAIN VALLEY STD. DWG. NO. 110 INSTALL I" WATER METER SERVICE PER CITY OF FOUNTAIN VALLEY STD. DWG. NO. W-I0. SEE SHEET L-1 FOR PROPOSED IRRIGATION SYSTEM IMPROVEMENTS INSTALL I" WATER METER, BOX AND RP DEVICE PER CITY OF FOUNTAIN VALLEY STD. DWG. NOS. W-18 AND W-36. REFER TO LANDSCAPING AND IRRIGATION PLANS CONSTRUCT 6" WIDE x '2" DEEP CONCRETE MOW STRIP ALIGNED BENEATH ROLLING GATE IN LANDSCAPE AREA WITH GATE STOP PER MANUFACTURER CONSTRUCT 16" <:ML8C STEEL PIPE CONSTRUCT JUNCTION STRUCTURE PER OCEMA STD. DWG. NO. 1310, TYPE I. COVER SHALL BE CAST WITH LETTERS "NBSD" CONSTRUCT 18" RCP (2000-0) DRAIN LINE 16" DIA PE STL LONG RADIUS 90° BE'10 SHALLOW WELL VERTICAL TURBINE PUMP ANO FABRICATED STEEL DISCHARGE HEAD WITH 3/4" EXTRA HEAVY HALF COUPLING FOR PRE-LUBE PER PROJECT SPECIFICATIONS 12" DIA x 2'-0" LONG FLGxPE STL SPOOL I2"x8" FLGxPExGROOVEO END STL TEE 12" DIA STYLE 07 VICTAULIC COUPLING 12" DIA x l'-5" LONG GROOVED ENOxFLG STL SPOOL 12" DIA FLANGED RATE OF FLOW CONTROL VALVE, CLA-VAL MODEL 40-01 OR APPROVED EQUAL 12" DIA x I' -4" LONG FLG STL SPOOL 12" DIA x 9" LONG FLGxGROOVED END STL SPOOL 12" DIA FLGxGROOVED END STL SPOOL (LENGTH AS REQUIRED} 12" DIA FLANGED PROPELLER METER PER PROJECT SPECIFICATIONS 12" DIA PExGROOVED END STL SPOOL (LENGTH AS REQUIRED) 12" DIA FLGxPE STL LONG RADIUS 90° BEND 12" DIA FLANGED BUTTERFLY VALVE 1CL 150) WITH HANDWHEEL AND POSITION INDICATOR 12" DIA FLGxPE STL SPOOL (LENGTH AS REQUIRED) 12"x8" PExPExFLG STL TEE 12" 01Ax6" LONG PE STL SPOOL 12" DIA PE STL LONG RADIUS 90• BEND 16" DIA PExGROOVED END STL SPOOL (LENGTH AS REQUIRED! 12" DIA PE CML8C STL SPOOL (LENGTH AS REQUIRED} 16"xl2" PE CMLBC STL REDUCER 12" DIA PE CML8C STL LONG RADIUS 90" BEND 16" DIA PE CMLBC STL SPOOL 1LENGTH AS REQUIRED) 16" DIA PE CMLBC STL LONG RADIUS 90° BEND CONSTRUCT 4• THICK CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH ST0-180-L, WIDTH AS SHOWN ON PLANS CONSTRUCT LEVEL LANDING FOR DOOR ENTRY PER DETAILS I AND 2, ON SHEET C-1 CONSTRUCT CURB DRAIN PER APWA STD PLAN 150, CASE 2 INLET CONSTRUCT 4' WIDE LONGITUCiNAL GUTTER PER APWA STD PLAN 122 @ INSTALL FLUSH MOUNT PIPE SUPPORT I AT 4' O.C. PER DETAIL 2, ON SHEET M-6 , @ (§ @ @ @ INSTALL I" COPPER PIPE TO SERVE 3/4" HOSE BIBS WITH 2' MINIMUM COVER INSTALL CONCRETE PIPE COLLAR PER CITY OF NEWPORT B:CACH STD-3I3-L INSTALL HOSE BIB PER DETAIL 5, ON SHEET M-6 CONSTRUCT 6' WIDE CHAIN LINK STD. PLAN NO. 600-0 DOUB[E LEAF GATE PER APWA ' INSTALL ACOUSTICAL BAFFLE PANELS Al·BAF DESIGN AS MANUFACTURED BY ALPR O ACOUSTICS, {504) 733-3836, OR APPROVED EQUAL ! RECORD DRAWING ms 11 • IIFD)lift Db11I11G r. \'RI PACILlfllS lll!ITtFIID DI 1111 Tln.£ IILCICI ONLY AIID RAS 8EEII PREPARED 111 PART ON 111i BASIS OF INPOIIMATIOII aJIPILBII AIIII FIJRlllSHBD 6Y 0'111l!RS. 1111! ENGINEER AND OIIIIBR(S) IIILL IIOl' Bl RESPCIISIIU FOR Alff P.IROR\S) ,JR OOSSIOll(S) IIIIICII HA YI BED IIKDRFORATED INTO 1'BIS DRAlllllG. ACIVAL COIIDJnOIIS 1IILL VARY Sllll!IIIIAT FRO! 1111, aJlllliiOIS SIIOIIII lll!IIOII AIID AT SOIi! LOC#.TIONS TH! VARIANCE 11&1 BB l.ARGI If 1BB PIB:ISE LOCATION OP AID' l'ACILlTY IS UOIIIRBD, l'RE FACILITI' SHOULD BE FIELD UJCATBD Ill 'IBB l!1IESF.IICI! OP d -IIIPLllfD OF 1HB DISTRICT OR 'l'ilE , DANIEL BOYLE ENGINEERING] INC. APPROVED n PROJE INEER 50026 RCE NO. ,j.'/3/'lk. k, t---+---t---------------+---1 U"TlLITIES ENGINEER ~ CITY OF NEWPORT BEACf-J. NO 45214 DATE 'I•/ ... tp C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS SYMBOL LEGEND, ABBREVIATIONS, KEY NOTES AND CONSTRUCTION NOTES CITY OF NEWPORT BEACH W-5254-S G-3 SHEET 3 OF 55 C:\PROJECTS\N03\106\SYMB$HT.OWG 6/28/96 PLOT AT 1:=I D-394 0 • lfl lJ1 \ ====·-=· =-==•·:-_ __ '":_-::_-::_~!-···---=-~-~--_,,.,.,c;:···:::.:· ==================.s======= .. c:c.:: •••• :l. ... ::.:c====-:·:·: .. :::c:::·c::::"·==== SLATER I I . . ' ' ,:r AVENUE PROPOSED DOLPHIN AVENUE -~------1.-1 WELLS SITE, SEE SHEET C-1 I I VJ£VV I r • I ,~J I DOLPHIN A VENlJJE SCALE: 1• = 40' SA1NT A SUZANNE STREET 1 l ,i d WEILLS STAGING AREA EXISTING TAMURA SCHOOL WELLS ACCESS ROAD, SEE NOTE I ----················ .. ··---- LOT .. 0 0 A-o---STA ING AND CONSTRUCTION OFFI E AREA, SEE NOTE 2 x~~. L..L...L\(..L_L.Jx.~ I~ ,oo·~ • I PRO OSED TAMURA SCHOOL WEL S SITE, SEE SHEET C-4 FOR SITE IMPROVEMENTS AND DET IL 4 ON SHEET C-7 FOR OVE ALL SITE GRADING 8 ' NOTES: I. CONTRACTOR SHALL ACCESS THE TAMURA SCHOOL WELLS SITE VIA T'-IE EXISTING TAMURA SCHOOL WELLS ACCESS ROAD AND SHALL AT NO TIME USE THE CHURCH PARKING LOT AS A MEANS OF ACCESS OR CONSTRUCTION STAGING. 2. CONTRACTOR SHALL INSTALL FENCING AND PROVIDE ALL NECESSARY SECURITY FOR STORED MATERIALS AND CONSTRUCTION OFFICES. UPON COMPLETION OF CONSTRUCTION, THE FENCING SHALL BE REMOVED AND ALL EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY UTILITY SERVICES REQUIRED FOR THE CONSTRUCTION OFFICES AND SHALL INCLUDE ALL ASSOCIATED COSTS IN HIS BID. 4. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL REMOVE THE EXISTING ACCESS ROAD, REVEGETATE AND INSTALL IRRIGATION SYSTEM IMPROVEMENTS PER THE LANDSCAPING AND IRRIGATION PLANS. 5. CONTRACTOR SHALL REVEGETATE PLANTER AREA PER THE LANDSCAPING PLANS WHEN CONSTRUCTION IS COMPLETE. SANTA CLARA STREET I I 1-----== I I ~-\ .• / 1 1 1 I . ! I CHURCH PARKING \_SEE NOTE I\. 11 -! L-.-,J ra,-=- 1 , L T TAMURA SCHOOL WELLS CONSTRUCTION ACCESS 2 \ . RECORD ORAWING :J; 111111 ·is'11}1111i)rib DUIIPIG -or' 'lllt,mun .. IDBNTIPIID , Ill 111£ rrn.f. 81.0Gl QIIL1 AIIJ·HAS-81111 PIBP~RED·•"' PAIIT ON THI BASIS OF IIIPORMATIONI CXIIP:tl,11) AIID PURlllSIIID SY IJl'IIERS. TIIE l!IIGINEIR AND ~(S) WILL 111)'1' Ill . . RESl'OIISJBLE FOIi ANY ERROR\S;) olll CJUSSIOII(.) lllllCII HAVE BEFJI tllCORPORATED INTq THIS DRAIIIIG,_ 1 . ACTIIAL- COIIJlJTIONS WILL VARY SIJIIIIIIIAT PIIO! 111!. CQIDlllulS . • SIIOIIN HERl!ON Alll) AT SOIE LOCATIONS 1111! va,IMICI IIAY . BE I.AllCf. If 1BE PIICISI i,ocATICII OF ANT! PACILlft 11 UWIRID, l'BE FACJLlTI' ~. I BE Pl!LD u:,¢,.· 1'J) DI 1'81 DRFSPNC1 "' All.lll'J.OIBI! OP ~ mm1cr OI TIii QIHElli S) OP 'l'IIB UTlLl'lD!B i;nm,m • SCALE: I" = 40' Underground Service Alert Call: TOLL FRE~ 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DANIEL BOYLE ENGINEERING, 5t :§·L 50026 PROJECffN~EER RCE NO. ~~Q bJ006 PJCf ~R ~ RCE NO. C APPROVED . ACORI "R.C.E. NO. 46214 D TE l---+---+---------------+----1 UTILITIES ENGINEER CITY OF NEWPORT BEACH DATE • I •'1'- DATE BY DESCRIPTION APP0 DESIGNED DKB DRAWN MJR E REVISIONS CHECKED RJO DATE 8/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS SITE ACCESS AND ST AGING AREA CITY OF NEWPORT BEACH W-5254-5 G-4 SHEET 4 OF 55 C:\PROJECTS\N03\106\SHEETG4.DWG-8/28/96 PLOT AT 1=40 D-394 I I I' ' I I I I ~ ~ i • • • " ~ ii I I I I I , I I -I ; ~ 0 5 ~ " o 0 ~ 'II $ 0 i I i z m • • G -g ~ • z '" 0 ,. ~ :1 ;; ;5 ..c. f/1 I U1 u, @ @ § @ @ @ @) @ @ @ @) 0 §] ~ §1 @Q §] § §] ~ §] §] -------------------------------------------------------------------------------------------------------------------- - - - - - - - - - - - , I 5 4 32 -27.57 TG 26.80 FL N89 '06 46"E 180.00' 8 ------ 32.00 TW --;Q"------ 26.95 FS 33 . /"',C"r LEASE LINE _______ L_-------- 30.47 FL/HP ;[ll[III illJITITI] . IIJJ III on 2.0% - 1.45' RET. --.=-29 ~ 8.38 • 't_ OF WELi_ 26.95 FS 3.3' RET. --------------~---- 2 't_ OF WELL 2.0% -· CONSTRUCTION NOTES 4" OIA PVC DRAIN PIPE PER DETAIL I, ON SHEET C-6 CONSTRUCT WALL GUTTER PER APWA STD. PLAN NO. 617-0 CONSTRUCT MASONRY RETAINING WALL PER APWA STD. PLAN NO. 618-0, TYPE B, H• 4'-8" MAX. CONSTRUCT 3" AC PAVEMENT OVER 6" AB CONSTRUCT MASONRY RETAINING WALL PER APWA STD. PLAN NO. 618-0, TYPE B, H• 3'-4" MAX. CONSTRUCT REINFORCED CONCRETE BLOCK WALL PER APWA STD. PLAN NO. 601-0, TYPE 2, 6' MAXIMUM HEIGHT CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF FOUNTAIN VALLEY STD. DWG. NO. 110 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L, WIDTH AS SHOWN ON PLANS CONSTRUCT LEVEL LANDING FOR DOOR ENTRY PER DETAILS I AND 2, ON SHEET C-1 CONSTRUCT CURB DRAIN PER APWA STD PLAN 150, CASE 2 INLET CONSTRUCT 4" WIDE LONGITUDINAL GUTTER PER APWA STD PLAN 122 KEY NOTES END SIDEWALK, CURB AND GUTTER EMERGENCY OVERFLOW POSITIVE OUTFALL EXISTING CURB AND GUTTER TO REMAIN OR REPLACE IN KIND 24" WATER MAIN (BY OTHERS) REMOVE, REPLACE AND RECOMPACT BACKFILL CONTAINED IN THE FORMER PIPE TRENCH PER THE GEOTECHNICAL REPORT SUPPLEMENT DATED AUGUST 16, 1996, PREPARED BY CONVERSE CONSULTANTS. TRANSITION LONGITUDINAL GUTTER TO MATCH DRIVEWAY TRANSITION FROM RETAINING WALL TO REINFORCED CONCRETE BLOCK WALL AT EXPANSION JOINT AT END OF CURVED WALL. MATCH INSIDE WALL FACES. CONTRACTOR SHALL REMOVE TEMPORARY SHORING AND REGRADE AS SHOWN ON SECTION A, ON SHEET C-6 PORTION OF EXISTING DRILLING PAD, ELEVATION: 26.60 REMOVE EXISTING CURB AND GUTTER PROPOSED 12" WATER MAIN RELOCATION (BY OTHERS) SEE SHEET G-2 FOR BASIS OF BEARINGS AND BENCH MARK INFORMATION. COORDINATES ARE BASED ON THE NAD 83 COORDINATE SYSTEM. PROPOSED EARTHEN SWALE. GRADE TO DRAIN TO WALL GUTTER TOP OF WALL SLOPED AT CONSTANT GRADE RELOCATE EXISTING SIGNS TO LOCATION REQUESTED BY CITY OF FOUNTAIN VALLEY 28-00 TW 25.97 25.30 1'-4"t r ® ® © B 29.18 TW -26.77 FS' 0.5' RET.: • 26.27 FS • z~.03 .. FL/ FS, • C 83 2625\ £1-⇒ FL-~ G.B. 32'-0" @Q N89"07'00"E ~ WALL DATA DESCRIPTION t:,. OR BEARING CONCRETE WALL N00°53'00"W BLOCK WALL 90°00'00" BLOCK WALL NB9°07'00"E R - 10.00 - .J .J <{ <{ ~. <.> <.> • Cl'. Cl'. , 0 f-f-<.> <.> ~ w w -' -' w w FF, 27.00 ~ DOLPHIN A VENUE SITE GRADING AND PAVING PLAN SCALE: I" = 10' FINISHED FLOOR= 27.00 PROPOSED WELL BUILDING ' L T 26.83 FS 15.95 - 15.71 10.00 26.83 FS STEP 22.33 -26.u8 FS SIDEWALK • "' ' 32'-0" ~ • -•• V ~-,. ~ """ ' <D \ 29.10 FL 30.50 TW 29.30 FG 1.5' RET. 5 FINISHED FLOOR= 27.00 PROPOSED WELL BUILDING 26.95 FS 26.95 FS STEP 26.22 FS SIDEWALK ® BLOCK WALL N89°07'00"E -15.36 - ® '\_PROPOSED ., ., '\_PROPOSED SIDEWALK-\ ' , 0 0 SIDEWALK\_ ' ' BLOCK WALL N00°53·oo·w -12.67 - COORDINATE TABLE §j DESCRIPTION <1) 't_ OF WELL <2> 't_ OF WELL 0 LEASE LINE 0 LEASE LINE 0 LEASE LINE <6) LEASE LINE RECORD DRAWING 11119 IS A IIIIOllD DlWIJIG a, THI! PACD.lTIIS lllll'l'IPIID DI 'IRE Tl 1U BLOCI ONLY AllD IWl 81111 PIIPAUD tll PART ON '1111 BASIS OF llll'ORIIATION <XIIPILED ARD l'lllllSIIID IY Ol'll8RS. 11IE l!IIGINEER AIID NIEll(S) WILL IOI' 81 IESPOIISIBLE FOIi ANY ERROR\S) 1)1 IIIISSIOll(S) VIIIQI RAVI BEEII INCORPORATED DITO TRIS DIIAVIIIC. AClWI. <XlllllITIONS IIIIJ. VARY SOlll!IIRAT PRO! 'l1IE allllmotlS SliOIIN lll!RD AND AT SOIi! LOCATIONS TIii YARLIIICS IIA1 BE WICE IE 'l1IE PRJl:ISE UlCATION OP All' PACIL1ff U RIOUIUD, 1'111 FACIL111' SIIIIUI BE PUU1 ux:.t'l'ID El - PRl!SBIG a, AII.IH'IDIIB a, 'IBB DIS'tllJCI' OI 1'111 CIIIDfSl a,m NORTHING :2 2(15'F ~ 6.1629: :22 t>~'i' ~ la<) 6 2 2205718.6040 2205781.5964 2205784.3833 2205721.3909 EASTIM;; tm-11655.~09- ~611 1163§.~0g[ 6041515.6399 6041514.6645 6041694.6429 6041695.6183 Nl'.205 7+0 !Z88 Et:.tJ4/555 qr,,/r,, A N/!/!051+0. 990e i!:::,, E&,04-/&,35.04-71 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ;,, ;,, 26,00 FS 26.14 FS EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER PLAN PLAN WEST DOOR LANDING DETAIL EAST DOOR LANDING DETAIL :' 2 ' NOT TO SCALE DANIEL BOYLE ENGI1VEERING, INC. B-~ .. ,~~~ 50026 14¥16 RCE NO. DTE PROJE EN NEER E NO. ,w.~(. DATF.: NOT TO SCALE C-3004-X EQUIPPING OF DOLPHlj\l AVENUE AND TAMURA SCHOOL WELLS !---+----+-------------+---..; ~~~~'d~~~~ 1-------------·------"1 ffi "REC:.Df?.D DRAWJAJGSP 1---+---f="'--- APPROVED /0 !"17 3197 BJP /}:,. REVISED WELLHEAD l()CJIT/{)NS C·D.TE BY DESCRIPTION APP'D REVISIONS Cl7. Y OF NLWl-'Oh'l REACH DATE "\-14,-'{ DESIGNED DGS ORAWN MJR CHECKED DKB JATE 8/96 DOLPHIN JP;~:,jUE \,VELLS SITE GRADING AND Pl~VING PLAN CITY OF NEWPORT BEACH W-5254-S C-1 SHEET 5 OF 55 C;\PROJECTS\!'!03\106\SHEETCI.DWG 8/28/96 PLOT f--1T 1,,10 0-394 ' 8 ~ ! ,,, " ~ 0 TI ,< U1 "' l11 :t:: -=-~- §] §] ~ ~ ~ el ~ §] ~ (1) (2) (3) (4) CONSTRUCTION NOTES CONSTRUCT 16" CMLSC STEEL PIPE EXISTING 2" WATER METE.Rf' BAt!lt'Fl/JW PREYE.NTE.li' 1195 I liLL lq WOT6R METER 6ER'.Sl@I§ F~l!I I IT IJf FCUIN I Ai& J//IL.L.11. :' 8TB. 9¥t'S. Iii-@-ID.... SEE SHEET L-I FOR PROPOSED IRRIGATION SYSTEM IMPROVEMENTS • INSTALL I" COPPER PIPE TO SERVE 3/4" HOSE BIBS WITH 2' MINIMUM COVER KEV NOTES EXISTING 16" D.1.P. WATER MAIN BY OTHERS SEE SHEET G-2 FOR BASIS Of BEARINGS AND BENCH MARK INFORMATION COORDINATES ARE BASED ON THE NAD 83 COORDINATE SYSTEM SEE MECHANICAL PLANS FOR LENGTHS OF WELL PIPING AND FITTINGS SEE MECHANICAL PLANS FOR HOSE BIB DETAILS ALL BURIED PIPING SHALL BE CML8C STEEL WITH 0.375" MINIMUM PLATE THICKNESS ALL CMLBC STEEL JOINTS SHALL BE BUTT WELDED CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING D.I.P. WITH REACH 3A AND 3B CONTRACTOR CONTRACTOR SHALL POTHOLE AND VERIFY EXACT LOCATIONS OF UTILITIES AND CONNECTIONS AND SHALL NOTIFY OWNER Of ANY DISCREPANCIES IMMEDIATELY COORDINATE TABLE §j DESCRIPTION NORTHING EASTING /. 't_ OF WELL 't_ OF WELL 22 ~ § 'I' ~,@c,6-Zg: 221 a~~ 1.~s,5z. :Ge ! IS5§J!!lIQS:. 61: 11535.~CJ@:_ NZ2D574-0.l!!tfcJ .. EfoQ4!555 91olfo b. Nc2057-f-0 'r"/02 ~ EC,04-/(},3.5 04-71 16" CML8C PIPE 2205721.0446 6041584.1091 16" CMLSC PIPE 2205721.3992 6041607.1063 ,---c-16" CMLSC STEEL PIPE WITH•· WELDED JOINTS. (0.375" MIN .. PLATE THICKNESS) 32 28 24 20 16 12 8 z 0 S:0,0000 !O • IRR/GAT/{JN .SERVICE. LINE. SEE SHEET L ·4 rtJR CDNTINUATION (J) f" 0 0 ct. DOLPHIN A VENUE PROPOSED FINlSHED GRADE .. A 1 <t. .OF PIPELINE 32 C z w 't. DOLPHIN AVENUE • j ; ' \ ; . ~ 28 24 20 -.. -----. -------, ' . 16 I l ,-,---,-----..,--,~c--,-----'. I • • ·· .. · \_ . '¾ • • · .• •• • EXISTING 16" D~.P. BY OTHERS 0 0 ,6 12 8 •. 10+25 DISCHARGE LINE. I A'·.·· N89°07'00"E SCALE HORIZ: l":10' VERT: 1"=4' 't. OF WELL BEGIN CONSTRUCTION 16" CML8C STEEL DISCHARGE LINE 'A' STA. 10+00.00 M-1 CONNECT TO WELL FACILITIES END CONSTRUCTION 16" CMLSC STEEL DISCHARGE LINE 'A' -sT'. 19 08 !2: .STA/Of{)8foB ~ REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXISTING 16" D.I.P. INSTALL FLANGE INSULATING KIT -16" CML8C STEEL PIPE \WITH WELDE[). JOINTS (o:375". MIN. PLATE THICKNE$$l .• w ' 0 32 24 2: 0 z I-Q •. gH-j_J.]U b a: ::> I-r::c PROPOSED FINISHED GRADE AT 't_ Of PIPELINE 't_ ••• DOLPHlN AVENUE .• . ; .... . j .· ·-r· •·. ------.. ------. ; • 1 •• < . • --··· -. . . : -... ,· . • . '' --.• . ---. . . ., ,. . ... ' -• . . .. . ~· vJ ; ti ··o. -v z (.) 0 0 · 20 ~ 0 CJ z w w Clll 16 • ------------.--:-·-. 7 \ • I l • 12 S=0.0000 • •• . ,--• -~~ • \_ EXISTING 16" D.I.P~ BY. OTHERS •• 8 20 20+25 DISCHARGE LINE '8' ·•·· ;,,· ., ,, N89°06'46"E 180.00' / -----------~~ 2 't_ OF WELL w ' 9 :2==::;:,:J~-1,:,,..C;:;=:..== • 0 .. 0 ~-t,6--~ -¾,----,E:-~ ~~ 41 40 4 3 40 41 BEGIN CONSTRUCTION 16" CMLSC STEEL DISCHARGE LINE 'B' STA. 20+00.00 CONNECT TO WELL FACILITIES END CONSTRUCTION D., 16" CMLSC STEEL DISCHARGE LINE 'B' f£:, =t.c-2&,07;88" STA. ZOf07 49 REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXISTING 16" D.I.P. INSTALL FLANGE INSULATING KIT 32 28 24 12 ··~"'· •• • RECORD DRAWING. SITE . PIPING PLAN ,,, ,,. ms IS A Rmllll> lllAVlllG Ol '1'111! PACILlTIBS Illl!l'l'IPllll '. -~ UI TH£ TI1U BLOCI OIILY AND HAS IIB!II PIEPARBD r• PAII.T OIi 111E BASIS OF IllfORMATION CIJIPILID ~ND l'IJRNISlll!D &Y O'll!ERS. THE l!NClDBR AND OWIIER(S) VJU. !IOI' Bi RESPONSJ 8LE FOR ANY ERROR\S) Ill IIIJSSION(S) IIIIIal 11A VI SEP.II tllCOlll'ORATBD INTO 1'BIS DRAWING. AC'lVAL CONDI TIOIIS VJU. Y Alt1 SIJIEWIIAT FRIii 11li OOIIDITIOIIS SHOWN IIERION AND AT 500 I..OCA.TIOIIS TBI! V.AiUIICI IIA1 BE LARGE IF THE PRIClSE LOCATIIDI OF AIIT FACD.lTY IS ::•ovni:.~~~":J!~-r~•.;: u,. OWNJ!ll;s \ OP '11111 fflLITIES DVOLVID SCALE: I" = 10' Underground Service Alert Call: TOLL FREE 1l-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DANIEL BOYLE ENGINEERING, INC. 50026 ~ RC[ NO_ "@/.1r.,_ 41006 RCE NO. DATE /1)/'/7 ~l'f7 .3197 !J/'17 D/1TE Bt7P [jJp BJP BY A li'EP/.ACE EXISTING GATE WllVE WITH ~ NEW PWG VALVE CESCRIPTION REVISIONS ··: ... f APPROVFD 46214 APP'D DtSIGNED DGS lJRAWr'J MJR CHEC<ED DKB DATE 8/96 l CtJNT~.4CTOR ~HALL ••• l?E/'1tJVE. £XIS TIN ti 12~ GATE. .VALVE AN/JIN.STALL •• NE.W. /e'.'.f>Lt/0 VALVE FIJRN/SliE.fJ SY TIIE CITY. ,. ', ,-, C-3004-'.Z EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN AVENUE WELLS SITE P,PING PLAN CITY OF NEWPORT BEACH W-5254-5 C-2 SHEET 6 OF 55 C-\PROJECTS\NO:',\IOG\SIII ETC? DWG -',/?U/90 rLOT AT 1=10 D-394 :t: g ' IJT lrt 32 28 24 20 16 I i l l ... ·······? I . ··+· :_ .. ,:·.+:::t:· .......... t . ... :1-.... _+ .:· .. :.+.·. ..... ·-~-·. • .;..----'+··· •••• --.. -t . -~-==t-·- • :.:. • .. t· _____ T_, t-:-~--·-.. ;i;:;;: . . ! ' ... .;. • . '·::::,. ·> • -t···· r .. . . . . . ,❖:.: . ... i .... :]· ... :·.:_} •••••• 4-----; CONSTRUCTION NOTES INSTALL CONCRETE PIPE COLLAR PER CITY OF NEWPORT BEACH STD-313-L KEY NOTES EXISTING CURB AND GUTTER TO REMAIN OR REPLACE IN KIND RESTORE EXISTING LANDSCAPING AND IRRIGATION PROTECT IN PLACE EXISTING "NO PARKING" SIGN PROTECT IN PLACE EXISTING WATER MAIN PROTECT IN PLACE EXISTING TELEPHONE UTILITIES PROTECT IN PLACE EXISTING METER BOX CONTRACTOR SHALL POTHOLE AND VERIFY OF UTILITIES AND CONNECTIONS AND SHALL ANY DISCREPANCIES IMMEDIATELY , .. EXACT LOCATIONS NOTIFY OWNER OF l --+ ........ . ····•·•tz .... ..... t .. l • '·····: . j . .... ----' .. . . . { ·----~-·. ·:·:·.;. : ::: !'· ::. • ❖----; : ... r:::::.-~:::, ..... i. --.. '. -_-_-- -•-❖"•~~4 ... , .... •• -❖-. -.-: _, --••❖•• ----,, , .. ,,;,.,., __ ...... ·-... , ..... , ...... . ............ · :,,,, -===·:r·::: ----. ••-•-·•~ -M . ,. ..•.. •-i--• ---... ·r~:-· .. ···,.t·. 30 ... l .... ! ..... J_~·-. ; '.~ .. '.~. t:::-:--❖-. ..: ....... .t. ... ·•·· .... .... •• r·=; ; : . :fl ... t ••••••• • :.:. : : .----1 ..:...:;::;:;::.:.-.... t . -- >····· ····'> •••••••• ~- >····· • ~ . . -~--::::.!· ...... t .. . .. SCALE H0RIZ: --+-- •. ,. ··-··--+---- 32 .. /~-"=====··'·'='·J='.==«,,,=.-=3=1 == =====, _:,._ .. .,.~---=···----------------VERT: 1"=20' l":4' I ---SLATER AVENUE--~- Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG It " No,41ooe E•p. 3-31-119 ' • . ' . .... , ...... . ··-·-~ .. :·:t·:·. ~ :·; .. :·:_ .. ❖ . J::··:~l -.. ~ ; ... : _:.:j ' ' • • . t . :·.'-.t :·;·,::;·:1-,, -···f···· ,· ... t .. -·. !. . .: .. f:, .. _ .... • J l J =F~= .~ ····+· . .. . . , • . .j ... ·--·~.,----~-• ' '" -~1 .• u ••• • ••••••••••• : c:.:.4·:c·"":c'~·'c:c.·. 4:c-cc·+_t";c.·.c.· _"_cJjcc·:·":·.-J;... .: .. · ... · .. : . . [: ::t==J ~ : , ·-: • ., ....... ,, I ~--"" J , J ' t l ·' • £ ' ., •••• 1;L.:LJ o~'. .. ; .. :i.~· •••• I i P.RDP.bsEO i!iEi.t.cc; i 1 t cc[ I:: ' ' 36 .. _r- 32 ·} ""-~---- ' .. ····" . .·.-:_f-: ::::-:+ ........ ; ... • ~ 1--: ..... . . _; J.. ---.. .-: t . --• :·::r:::·· •. ::-":.::.::·l - 28 . . 20 . . I ! -------·"" ""'""' ' ' ...... : • .; ... • ' ···············+. 33 34 '.,-q">::=-=:.·====· =·--=-·=~· :.:=:::::::::::=., .. ·----.... -- ;: Jf -' DANIEL BOYLE ENGINEERING, INC. PROJE ENNEER 50026 RCE NO. "J/..V1h /()/~1 ffi''RELDliD DRAWING5" i5ATE i--+_;;_--1=='-======-------+----l ~£VISED i!JTORl1 D~JIIJJ PER REV!.5ED 3!'17 /jJP e WELLH£/ID lfJCAtlON DATE BY DESCRIPTION APP"D REVISIONS APPROVED 46214 UTIUTIES NEER CITY OF NEWPORT BEACH DATE "l-1 -"\ DESIGNED DGS DRAWN MJR CHECKED RJO DATE 8/!16 C-3004-X EQUIPPING OF AND TAMURA DOLPHIN SCHOOL AVENUE WELLS DOLPHIN A VENUE WELLS 1s• DRAIN Lit.II: CITY OF NEWPOR r BEACH W-5254-S SHEET 7 C-3 OF 55 C;\PROJECTS\N03\106\.SHEETC3.DWG 8/28/96 PLOT AT 1:20 D-394 I .I Ii I: ...J U1 V, \ l I z C ~ JJ ) 0 I z G) z . -46 16 ---------------------- LEASE LINE -rAJvJURA SCHOOL B C-6 RECORD DRAWING nas a & Rl!COIID DRAWING OF TH! FACILITIES I!IENTIF!ED DI 1BI TlIU 81.00I( ONLY AND HAS 1111!11 PREPARED lN PART ON 1111 BASIS OF INFORMATION COMPILED AND FURNISHED SY 4 / ', 'ROPERTY , N00"I7'20"E 125.0' I 33\ ',-------- -------'--------------+---~~-------- ------- ------- --::;_ ____ -------,_ ------- - -------- mHBRS. 111E gf!GIN&ER AND C<WJIERC!il ,!ULL NOT BE __ RESPdiSil!LE POR ANY ERROR\S) i>R OMISSION(S) WHICH ' 121.0 FGJ ,. \ I ' ! _I_ ---+--------•-------+--' -•--------•-----'--------· I ! ----•-+--------•----•--------•---- 1 ! I \ 45,..___,_ • I' TYP. CONSTRUCTION NOTES . 2.0% --\ 24.i9 '. . 24.451 FS > . . _ . . .. -FS----•• .. .. ,~ -;,: ~ ~ ',".' -·-:-· ·5.38% -- 4.70%' - -j_· . •. >- • -1-- .. 0 oi 6.9'± 33'± -I ll;w~-11 •-&.,, = .__, -;J, <> ii: I- t> ~ 11.J HAVI Bl!BN INCORPORATED nm> 1111S DRAWING. AC11JAL (DIDJTIOIIS WILL VARl SOO!WIIAT FRO! tHE. CONDITIONS SHIJIIII HD@• WI AT SQIE LOCAU0111l TIil! VARIANCE IIU ----•--------•--------•-+------• U IAIIGI IF 'DIE m!rnSB UICAUOII OF Alli FACILlTY lS ll!OlllllDo 1111 FM:ILITI SHIJJJ D Bl nBLD LDCA= IN 'IBB . ur -~ w ua ILSJ11CI OI - ...J ~ <> "' I-<> 11.J G:l _____.) J OIIJll!ll{Sl II' m murm DWUID FF~ 24-., 6. AT WALL {TYP) ffi 2 t. OF WELL \ 1.l ¥ E n m-~/ _Jl_:§~~1~~0°:z....~1~--~~\~_~IIHK:8~~".~~~I ·_ ~ - • a £ _,,. FF ~24, 66 AT WALL (Ti/')-....____ 24.40 FG n <0 "' 24.79 TC /24.29 FL • " ;.., oi \ ' I ' 6.0':t J 33'• '\_ 24.46 • • FS . \··._ ? /2~45 / FS 24.07 • FS . 5.24K. ----- 121.4 FGI ____ __.k(:___ "' "-24.40 • • '/ • • 24.19 '. FG FS 38 K.H----i x < 16 I I ~ I I 16 A @ • CONSTRUCT 3• AC PAVEMENT OVER 6" AB 0 0 ~ 0 ~--~ PROF OSED TOE OF SLOPE AND DAYLIGHT LINE JOIN EXISTING CURB AND PAVING IMPR0-,1EMENTS ALL GRADING SHALL CONFORM TO TECHNICAL SPECIFICATIONS AND GEOTECHNICM. INVESTIGATION BY CONVERSE CONSULTANTS OF ORANGE COUNTY DATED FEBRUARY 20, 1996 CHURCH PARKJJ\JG LOT @ TRANSITION FROM 6" TYPE 'D' CURB AND GUTTER TO 6" TYPE 'A' CURB AND GUTTER PER CITY OF FOUNTAIN VALLEY STD. DWG. NO. 108 AND DETAIL 2, ON SHEET C-6 @ @ @ @ @ @ @ TRANSITION SECTION FROM 6" TO o• CURB FACE CONSTRUCT 6" TYPE 'D' CURB AND GUTTER PER CITY OF FOUNTAIN VALLEY STD. DWG. NO. 108 REMOVE EXISTING CURB AND AC PAVEMENT AS SHOWN CONSTRUCT 7' WIDE x 4" THICK CONCRETE WALKWAY CONSTRUCT 6' WIDE CHAIN LINK DOUBLE LEAF GATE PER APWA STD. PLAN NO. 600-0 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER APWA STD. PLAN NO. 600-0 CONSTRUCT 27'-0" WIDE ROLLING PIPE GATE WITH 4" O.D. POST SETTINGS, 2-7 /8" O.D. FENCE POSTS, 1-5/8" O.D. PIPE TR ACK, DOUBLE WHEEL CARRIER WITH 7" WHEEL BASE AND 5" PRESSED STEEL BASE ROLLER BY AMERICAN FENCE OR APPROVED EQUAL CONSTRUCT 6" WIDE x 12" DEEP CONCRETE MOW STRIP ALIGNED BENEATH ROLLING GATE IN LANDSCAPE AREA WITH GATE STOP PER MANUFACTURER ~ ~ ' CONSTRUCT BREAK IN CURB FOR ROLLING GATE EXIS" ING TOP OF SLOPE OF PAD GRADEp FOR WELL rRILLING MAT H TOP OF CONCRETE WALKWAY T~ ELEVATIONS' AT BACK OF EXISTING CURB SEE SHEET G-2 FOR BASIS OF BEARINGS AND BENCH MARK INFORMATION. COORrnNATES ARE BASED ON THE NAO 83 COORrnNATE SYSTEM. JOIN EXISTING FENCE ' . ' ! RE•S :ED EXISTING TURF DAMAGED DURIN~ CONSTRUCTl<!>N THAT IS OUTSIDE LINE. SEE LANDSCAPE PLANS FOR ADDITIONAL WORK TO BE DONE. REMtVE EXISTING TEMPORARY CONSTRU~TION FENCING WHEN COMPLETE MAT!H EXISTING TOP OF PAVEMENT GRtDES COORDINA T~ TABLE [3~1 DESCRIPTION N9RTHING EASTING OF LEASE FOR OVERALL SITE GRADING, SEE DETAIL 4 ON SHEET C-7 TOP OF PROPOSED SLOPE TOE OF PROPOSED SLOPE ADJUST EXISTING MANHOLE TO GRADE SITE IMPROVEMENT AND PAVING PLAN SCALE: I" = fl' CURB DATA DES ,RIPTION l:;.OR BEARING R 0 6" CU 8/GUTTER 90'00'08" 3.00 © 6'" CU B/GUTTER N89"31'56"W © 6" CUB/GUTTER 74"49'47'" 3.00 ® 6" CU 'B/GUTTER N89"3I'56"W © 6" CU B/GUTTER N00'I7'20"E 6" CU 'B/GUTTER S89'42'40"E (G 6" CU lB/GUTTER 89°49'08" 3.00 CURB DATA L T DESCRIPTION A OR BEARING R L T 4.71 3.00 ® 6" CURB/GUTTER 90"10'52" 3.00 4.72 3.01 5.56 0 6" CURB/GUTTER N89"42'40"W 16.38 3.92 2.29 6" CURB/GUTTER N00'17'20"E 15.41 28.75 6" CURB/GUTTER S89'31'66"E 28.75 15.26 6" CURB/GUTTER 73"16'16" 3.00 3.84 2.23 16.20 @ 6" CURB/GUTTER S89"3I'56"E 5.99 4.70 2.99 ® 6" CURB/GUTTER 89'59'52" 3.00 4.71 3.0.) C-3004-X t. OF WELL 220~242.9781 6037391.2114 Underground Service Alert ESsto,,,~ DANIEL BOYLE ENGINEERING, rNC. l---+---1---------+----1 APPRO;ED / EQUIPPING OF DOLPHIN AVENUE .J ,JJ I AND TAMURA SCHOOL WELLS t. OF WELL 220~323.0440 LEASE LINE 220~220.3780 LEASE LINE 220~220,8679 LEASE LINE 220~345.8663 I LEASE LINE 220~345,3764 I . 6037391.9390 6037416.4391 6037356.4408 6037357.0711 6037417.0694 = Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG • J, ~~ '{;; '£ No. 41006 ~ &xp. HMIB :,:, • (1i , Wo1E1H/iN°rrR ~ ,Ll~i MAl,Am:R 50026 RCE NO. 41006 RCE NO. l--+--1----------1----l/JW~/~~';.J_,,-(d, ~~:;:.,. 1------------_;__--I -,_ -fCHAE~JORI R.C.E. 46214 TAMURA SCHOOL WEI.LS ~•-1----1----J..------------~+--J UTILITIE~NEER , II.TE. r.,., CITY OF NEWPORT BEACH SITE IMPROVEMENT AND PAVING PLAN !0/17 ffi ".,,:cc.D1'.D DRAWINGS,, DATE "I ·lie -"IC. BY DESCRIPTION APP'D DESIGNED DGS ORAWN MJR CITY OF NEWPORT BEACH W-5254-$I C--4 -, REVISIONS CHECKED DKB DATE 8/96 SHEET 8 OF 55 C:\PROJECTS\N03\106\SHEETC4.DWG 8/28/96 PLOT AT J.,5 D-394 I I . I! I I! I I: I I I 00 ~ (Jl u, TA1\/JURA I END C4 >NSTRUCTION SCALE HORIZ: VERT: 1"=10' 1"=4' SCHOOL Noo•11·2o·E 125.0• ·····•■-------•••••• .. ........ :.· . .-.. · .. · . .-· . .-.· BEGIN CONSTRUCTION 16" CMLSC DISCHARGE LINE 'A' ~ STA. 4D+OO.OO ( I \ CONNECT TO WELL FACILITIES ~ z 7 ••• ·~ ··•· _B_E_G_I_N_~~N-S;··R-U_C_;;~~--1 o 16" CML8C DISCHARGE LINE 'B' ~ o 18" RCP DF AIN LINE 'A' STA. 60+13 00 ~ I C?NNECT TO DRAIN BOX ~I STA. 50+00.00 / I ' "' CONNECT TO WELL FACILITIES ~ COORDINATE TABLE ~ CONNECT l]O DRAIN SOX CONSTRUCTION NOTES & EXISTING z• WATER METER {OFF-SITE) AND SAt!KR.OW ~EVENll=R (l"lf()J/!IIJ*iJ BYTIIE t!ITYJ CONTK'At!.TOA' .SHALL K~Lot!AT.£ BEGIN PONSTRUCTION 1e-RCP D~AIN LINE 'B' STA. 70+0C.OO @ INS I Ai I I Jt:.,ift ME'.fER, 8111 ; .l!L RF i!FViC=F PER CITY OF FOUNTAIN VALLEY STD. DWG. NOS. W-18 AND W-36. REFER TO LANDSCAPING AND IRRIGATION PLANS CONNECT 110 DRAIN BOX CONSTRUCT 16" CMl..ac STEEL PIPE CONSTRUCT JUNCTION STRUCTURE PER OCEMA STD. DWG. NO. 1310, TYPE I. COVER SHALL BE CAST WITH LETTERS "NBSD" CONSTRUCT 18" RCP 12000-D) DRAIN LINE INSTALL I" COPPER PIPE TO SERVE 3/4" HOSE BIBS WITH 2' MINIMUM COVER KEY NOTES EXISTING 2" WATER SERVICE EXISTING 16" D.I.P. WATER MAIN BY OT-HERS REMOVE EXISTING 18" R<:P STORM DRAIN AS REQUIRED TO INSTALL JUNCTION STRUCTURE. SEE SHEET G-2 FOR BASIS OF BEARINGS AND BENCH MARK INFORMATION. COORDINATES ARE BASED ON THE NAO 83 COORDINATE SYSTEM. SEE MECHANICAL PLANS FOR LENGTHS OF WELL PIPING AND FITTINGS. SEE MECHANICAL PLANS FOR HOSE BIB DETAILS \NLSE.:.RLY I • I . '' I~; ' ! ' ' ' I I -1 - L 54 25 V PARJ<'..JJ'\J G I I Ill Ill BEGIN CONSTRUCTION 18" RCP DRAIN LINE 'C' STA. 80+00.00 / CONNECT TO DRAIN BOX Noo•11·2o·E - - END CONSTRUCTION 16" CML8C DISCHARGE LINE 'B' STA. 50+13.27 AND\:!} END CONSTRUCTION 18" RCP DRAIN LINE 'C' STA. BO+l3.00 CONNECT TO DRAIN BOX 11?!?/0ATIOIJ .JE.~V/C£ COA/NeCTIOAI .JE.E .SIIE.£T L-Z FO!r ~ONT/NUATION END CONSTRUCTION 18" RCP DRAIN LINE 'D' STA. 90+25.59 DESCRIPTION NORTHING EASTING <t, OF WELL 2206242.9781 6037391.2114 2) <t, OF WELL 2206323.0440 6037391.9390 16" CMLEIC PIPE 2206271.3550 6U.J f 115. 6961 16" CMLEIC PIPE 2206294.4233 6037415.8125 ALL BURIED PIPING SHALL BE CML8C STEEL WITH 0.375" MINIMUM PLATE THICKNESS RECORD DRAWING I .. SITE PIPING ~ REMOVE EXISTING BLIND FLANGE AND CONNECT· TO EXISTING 16" D.I.P. SCALE: I" : 10' PLAN REMOVE EXISTING BLIND FLANGE CONNECT TO EXISTING 16" D.I.P. INSTALL FLANGE INSULATING KIT CONNECT TO EXISTING 18" RCP STORM DRAIN ALL CMLSC STEEL JOINTS SHALL BE BUTT WELDED CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING D.I.P. WITH REACH 3A AND 3B CONTRACTOR CONTRACTOR SHALL POTHOLE AND VERIFY OF UTILITIES AND CONNECTIONS AND SHALL OF ANY DISCREPANCIES IMMEDIATELY EXACT LOCATIONS NOTIFY OWNER l'IIIll lS a lm>l!l) llllAlfIIG OP 'Ill .P.ICQ.lTIIS IDIITIFIHD lit m TIJU lll\OCI CIILY AIIII RAS 81IIIJI PRl!PARl!D Ill PA T ON TRI BASIS OFi ImlRIIATION CIIIPILBD Alm l'IIRIIISHBD Y O'l'IIEIIS, THE ~IIIEER ARD MBR(S) IIW. NOT BE RESPONSIBLE FOJl AIIY l!RROR\S) OIi OOSSIOll(S) IIIIIQI HAYE BEEN IIKDIPORATBD INTO TRIS DRAIIDIG. aC'DW. COIIIIJnONS IIILI) VARY Sllll!llll&T FROf 1111 QIIDlTIOIS SHOIIII ffBPID 4llJ) AT 1111111 LOCATIONS 1111! YARIAIICB N&Y BB LARGE II 'lJll! PIICISI LOCATml OF All1' FACDJ.n I UIXJIRBD, 111B ~ SIDILD Bl FIELD' UICA'l'ID II 118 l!RFSl!IICI! or 1.1.~ a, 188 wSJll£T oa Till I OIIMElliSI OF TD IITILffllS lllllUED . I I I INSTALL FLANGE INSULAr-T_IN.;.;G;...;.;K.;.;IT ___________ ..... ______________________ 4-___ ...,.._...,.. ____________ ....,. _________________________ ..._..::C;..-.::;3.::;o.::;o:..4:.._.;.;X--1 Underground Service Alert DANIEL BOYLE ENGINEERING, Ne. I----+--+------------+-_. APJ:J • EQUIPPING OF DOL.PHIN AVENUE • • Coll: TOLL FREE ~ ~ , AND TAMURA SCHOOL WELLS R .C.E. 46214 = ~ ,I? • ~ 50026 C:. / /at 10/97 ~ •'1u;.coRO DRAWl/\/65,. fllCHAEL sry 1 1-800 rLJ~~I/J~~\2-,, __::_:_:,:=,_ ~c+.Y,IDl,--1--4~~~-----------__j __ _. UTILITIES ~NEER Sl(p. 3•81-99 PROJ T EN;1NEER RCE NO, D TE P,,, /t!EYNJED MET!Sli? lOtY/T'OM AND ~ l-f CITY OF NEWPORT BEACH 422-4133 • • 3/'f? BJP ~ NOT£,T , Qo. DATE "l•l" ·O\'- ~ ... ~ /7no /1_j O I , DATE BY DESCRIPTION APP'D DC:SIGNED DGS DRAWN " , I , \ _4ccl0cc0cc6:__ 7 I:;> '-, I PR JE'CT MANAGER RCE NO. T 0: TE TWO WORKING DAYS BEFORE YOU DIG REVISIONS CHECKED RJO DATE MJR 8/96 TAMURA SCHOOL WELLS s•TE PIPING PLAN CITY OF NEWPORT BEACH C-5 SHEET 9 OF 55 C:\PROJECTS\N03\106\SHEETC5.DWG 8/28/96 PLOT AT 1=10 0-394 I I; I, I , I I t .1 I 0 I a u, l11 I SLATER AVENUE LEASE LINE I ! PROPOSED FINISHED GRADE /~:I MAX.) 24'-0" ---~~==~--.............. ' ' J' LEASE EXISTING_/ ',,,, n 29.50 LIIE DOLiHIM GROUND (TYP.) ~ 1 _ FG FF 27.00 AVENUB EXISTING SHORING TO BE i L -1 ~ j . I 126"1~ TC) ! ~~~i~iD i~:iJ-ow EXISTING J' l ~.lll r-~..:==~1~._.~ .. _=_ii:1 ~~=e1F"b..::::=:'~ ' u 1o I .·1 APPROXIMATE EXISTING 5'-0" L. ··c1 GRADE PER GRADING PLAN TYP RECOMPACT PER UPPLEMENTA4 FOR WELL DRILLING PAD, " LETTER DATED A GUST 16, 1996' BY CITY OF NEWPORT BEACH CONVERSE CONSU TANTS 1 DWG. NO. W-5247-S, SHEET 3 OF 8 FILL MATERIAL, COMPACT PER GEOTECHNICAL REPORT DOUBLE 4" DIA. SCH 40 PVC PIPE SECTION SCALES: HORIZ. 1"=10' VERT. 1"=10' REMOVE AND REP~ACE FORMER; PIPE TRENCH BACKFILL I WITH APPROVED FILL COMPACTED TO 9 % RELATIVE !COMPACTION PER SUPPLEMENT L LETTER DArfED AUGUST 16, 1996 Y CONVERSE CONSULTANTS I>. INLET BOX ~ GRATE P . 350- PROPOSED MASONRY BLOCK RETAINING WALL WALL GUTTER PER APWA STD. PLAN NO. 617-0 • "' '] 27.57 TG 26.80 FL 3• 420-C-2000 CONCRETE COLLAR, PLACE AS SHOWN 4" SCH 40 PVC PIPE , •. = PLAN • .,,. TRIM PIPE FLUSH WITH WALL FACE. GROUT AROUND PIPE WITH NON-SHRINK GROUT (VISIBLE GROUT SHALL MATCH COLOR OF FACE OF WALLI SECTION C-C 4" DRAIN PIPE DETAIL r I ..._ NOT TO SCALE 6" F.S. A I • I ~,;:,T.C. 'B C 2 , F.L.2 / / ELEVATIONS S~OWN ON PLAl',IS: T.C.1 , F.L.1, T.C.3 , F.L.3 ' EQUATIONS; 0 F.S. = F.L. + 0.12· © F.S.2= F.L.2 I I I ® T.C.2= T.~., + T.C. 3 © F.S.3= EXISTING FINISHED 2 © F.L. z T.~. -0.50' 2 -i 2 ' CURB I I RANSl 1TION DETAIL NOT TO SCALE RECO~D DRAWING •• LEASE FILL MA'"E:RIAL, COMPACT PER GEOTl".CHNICAL REPORT PROPC.SED FINISHED GRADE 24'-0" LINE 24.40 LEASE LINE i ~---------~~~~~r::J~I '-:~~'--~·~· ·;· ;--~]~~=:=.F=F =~2~4~.50=::::j:::::'.=:::::::::=====~::s::;;;::=_,:::j:'.:: 1'.J':11:.:::•='fF~G=:'1. JE!~c-:+-~7AI-~.--. 1229 TCI ~ : A~~~~c~◊T- -- - --~ APPRO XIMA: ~:STING - - -~ ~ ------7---5•-o• 1o GRADE PER GRADING PL SCARIFY MOISTUR CONDITION AND TYPE 'A' CURB AND GUTTER SURFACE FOR WELL DRILLING . RECOMPACT PER UPPLEMENTAL CITY OF NEWF' BEACH LETTER DATED A ST 16, 1996 BY DWG. NO -247-S, SHEET CONVERSE CONSUL ANTS 6 . : BEDDING "A" CRUSHED ROCK GRADUATION SIEVE % PASSING SIZE SIEVES 1· 100 3/4" 90-100 1/2" 30-60 3/8" 0-20 NO. 4 0-5 UNDISTURBED ___,,.-/' , EARTH EXCAVATED BAN OR SHEETING SPRING LINE.----. EXCAVATION TO THI LINE PERMITTED NOTE: • ii z "' ::I: -. SCALES: ORIZ. 1"=5' ERT. 1"=5' OPTI AL TRENCH SIDE LOPE FOR DEEP TRENCHES OR U ST ABLE SOIL BEDDING "A" SEE NOTE I I. BEDDING "A" SHALL BE COMPOSED OF CRUSHED ROCK (SEE GRADIATION). SLURRY BACKFILL DETAIL NOT TO SCALE / / ,. 7 / ,,;--7 I //~EXISTING 24" RCP STORM EXISTING 24" RCP STORM DRAIN (INV. OUT 21.3±1\ 1 __ _ /\ __ \_ __ ---1 I I y l"------1---1 _j STA. 30+00 INV. 21.75 f / DRAIN IINV. IN 21.5±) [:::::I • • 0 ' REMOVE EXISTING STRUCTURE WALL {PIPE O.D.•3" MIN.I TO ACCEPT NEW l'VC PIPE 560-C-3250 CONCRETE LUG EXISTING STORM L DRAIN CURB INLET L -~=----~·-· - PLAN NOTE: PROPOSED 18" RCP 12000-D) • DRAIN LINE, SEE SHEET C-3 FOR CONTINUATION I. COAT ALL EXISTING CONCRETE SURFACES THAT WILL BE IN CONTACT WITH NEW CONCRETE WITH EPOXY BONDING MATERIAL. STORM DRAIN CONNECTION TO EXISTING CURB INLET NOT TO SCALE C-3004-X 1111& IS ,1 11DlflD -.vm a, 1D r,cn.mas IWlirlll> DI 1'81 n11.1 IIUlCI QIILY A11D US -PIIPAIBD 11 1'AR'I' 011 1111 BASIS OF IIIFOIIMATIClN ~ 111D PIIIIIISlfio 8T O'l'lll!RS. 1RI l!IIGINEER AND OWNER(S) IIDJ. NOT II& RESPOIISJBLB ma ANY I ERROR,s) '111 oossz011cs> llllial Underground Service Alert DANIEL BOYLE ENGINEElllNG, APPROVED EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS ' ' RAVI BUit IIICORPORATID IN10 THIS ~. ACnlAL OOIIDJTIOIIS WILL VARY SIIIBIIRAT F11C11 THE <XIIDITIOIIS SIIOIIII ffP.IEIOII AND ATISIIII! UlCATIOIII THE VARIANCE IIAJ Bl LMllE If 1IIE Pllll:JSB 10CAmlll CW ANY PACILlTY JS IMNIM-il, lWI FM:Jl4TT 90U 11=11.D UlCAffl) 111118 l!itMSEN! <II Al-~__!P m ·. ICr 01 '1111 Olll!EltfSl a, 111 _ ...-~'l'Ulli manD Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG •• 50026 RCE NO. ~~~ 41006 RCE NO. ORl R.C.E. NO. 46124 t---+----+~-------------+---< UTILITIES ENGINEER fil ltJ/q7 ~.RJ;;coRo DRAYVI/I..JG5" DATE , BY DESCRIPTION REVISIONS ClTY OF NEWPORT BEACH DATE O!-l<e.-"t" APP'D DESIGNED DKB DRAWN MJR CHECKED RJO DATE 8/96 WELL SITE SECTIONS AND CIVIL DETAILS CITY OF NEWPORT BEACH W-5254-S C-6 SHEET 10 OF 55 C:\PROJEGTS\N03\106\SHEETC6.DWG 8/28/96 PLOT AT l=JO D-394 I I I I, I I, I -1 I l I I I I r I. I I i ~ : ii • J -0 0 -· (.11 U'1 ii " ~ n ~ .j ; ~ ~ 0 ~ z ~ • :c □ vi -. ~ -z "' \; C 21 ~ " I , I\ I I I i, :i: 0 r 0 " n "' 9 0 " :c :c □ " m 0 ii " ~ ~ • ~ 0 '' ~ 7_Z INSTALL BUTT STRAP PER DETAIL m ~ I---16" CML8C STL PIPE ' ' ~===r===~ ---~ ' ' ' ' • 0 16" DIA FLGxPE,CML8C -----i STL SPOOL ' st REMOVE EXISTING BLIND FLANGE AND CONNECT TO EXISTING 16" D.I.P. INSTALL FLANGE INSULATING KIT PER DETAIL W ~ "'"'" '""" ""°°'/ WELL SITE ACCESS ROAD, SEE SHEET G-4 PLAN 21.0 FG 121.0 FGJ 121.0 FGJ INSULATING SLEEVE INSULATING WASHER~ :~::'. ::,--!! 0 STEEL STUD r INSULATING WASHER oorn \ \_ STEEL NUT lsrEEL WASHER 5" E::XTRA HEAVY HALF COUPL,NG (THREADED! --~ I I/~•• MIN ---CEMENT MORTAR PLACED IN FIELD --2"x4"xl3 Ga. W.W.M. ·• .. '·• ... •· ...•.. •·• 121.2 FGJ INSULATING WASHER FOR_/ VAULT OR ABOVE GROUND INSTALLATIONS ONLY ANODE SIDE NOTES: ~""'-'"" WASSrn INSULATING GASKET FOREIGN SIDE I. HARDWARE QUANTITIES IN FLANGE INSULATING KIT WILL VARY BASED ON GASKET PATTERN AND PIPE SIZE. 2. FOR BELOW GROUND INSTALLATIONS, INSTALL SINGLE-WASHER KITS WITH THE ISOLATING WASHERS ONLY ON THE FOREIGN SIDE OF THE FLANGES. FLANGE INSULATING KIT NOT TO SCALE z 7 r 2 '\ ' ,.c-7 ~ KEY NOTES 0 [§] PROPOSED TOE OF SLOPE AND DAYLIGHT LINE EXISTING TOP OF SLOPE OF PAD GRADED FOR WELL DRILLING JOIN EXISTING FENCE • •• 1· ' ••• 0-- El §] RE-SEED EXISTING TURF DAMAGED DURING CONSTRUCTION THAT IS OUTSIDE OF LEASE LINE. SEE LANDSCAPE PLANS FOR ADDITIONAL WORK TO BE DONE. 21.2 FG 121.2 FGI El §1 REMOVE EXISTING TEMPORARY CONSTRUCTION FENCING WHEN COMPLETE REMOVE EXCESS TEMPORARY WELL CONSTRUCTION FILL FROM AREA OUTSIDE TOE OF PROPOSED SLOPE TOE OF EXISTING SLOPE TOP OF PROPOSED SLOPE 2"x4"xl3 Go. W.W.M. SEE NOTE 5 ------~ HANDHOLE DETAIL ~----CEMENT MORTAR PLACED IN FIELD 2"x4"xl3 Go. W.W.M. --2"x4"xl3 Ga. W.W.M. --~ CHIP MORTAR LINING AS REQUIRED FOR INSIDE WELD (TYP) CEMENT MORTAR PLACED IN FIELD OUTSIDE WELD 2" MIN 4" MAX ITYP) <Fl----.:~-( WELD IN FIELD ITYP) NOTES: I 1/2" MIN CEMENT MORTAR PLACED IN FIELD 2" MIN GAP VARIES 6" MIN/10" MAX 2" MIN INSIDE WELD TYPICAL SECTION "t" MIN I. BUTT-STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD JOINING. [BACKING PLATE SHALL BE 1/4" THICK BY I" WIDE) 2. 14-INCH MAXIMUM LENGTH OF BUTT-STRAP FOR FIE'-D CLOSING SECTION. 3. FOR PIPING SMALLER THAN 24-INCH IN DIAMETER. THE INSIDE WELDS MAY BE OMITTED. 4. FOR PIPING 12-INCH IN DIAMETER AND SMALLER, ONE HANDHOLE IS REQUIRED PER EACH BUTT-STRAP JOINT, FOR PIPING 14-INCH IN DIAMETER THROUGH 24-INCH IN DIAMETER, TWO HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT. THE HANDHOLES SHALL BE LOCATED 120° APART. •---•--•--•--•--• ----•--·--•- §] ~ ~ ~ 5. WELD PLUG TO COUPLING AND CEMENT MORTAR LINE OR COAT EXPOSED INTERIOR METAL SURFACES WITH II MILS (MINI EPOXY COATING IN FIELD. 120.9 FGJ 121.0 FG) 121.4 FGJ 21.0 FG I • ;\20.9 FG \ . 122.5 FGI ~ 1----@]-1 . 2I.0 FG • _/ 122.9 FGI 21.0 FG 122.8 FG) 2.2 4 z-; c• • ..-+---------"------24 22.0 FG 122.8 FGI PAD EL.= 24.0 FF= 24.50 PAD EL.= 24.0 FF= 24.50 45f--l<-+H 21.5 FG /123.1 FGJ 21.5 FG 21.5 FG 122.8 FGI 22.0 FG 122.6 FGJ 121.7 FGI 21.3 FG 122.9 FGJ 121.2 FG) TOE OF PROPOSED SLOPE SEE SHEET C-4 FOR PRECISE GRADING, SITE PAVING AND IMPROVEMENTS CONSTRUCTION NOTES CONSTRUCT 6" HIGH CHAIN LINK FENCE PER APWA STD. PLAN NO. 600-0 BUTT -STRAP JOINT 3 NOT TO SCALE C-7 TAMURA SCHOOL WELLS SITE GRADING 4 SCALE: I"' = 20" RECORD DRAWING ::is II• lll!allD DRAIIDIG,. flll 'ACILlTIBS 19.l!IITIFIBD ON = ~~ ~"!!:nAIII HAS BUii PREPARED IN PART OTlfOO ...... OIi COIPILBD AIID FURNISHED SY ""'5• 11IE l!NGIIIEER IIIID CIIINIR(S) WILL NOT BE RESPOllSJBLI! FOR ANY ERROR1S) ,JR OHISSIOll(S) IIHICII IIAYl BEBII tNCORPOllin'lll INTO 1'BIS D CONDJTIOIIS WILL VARY ~,....,.,,.,., IIAWING. AC'IVAL Sll0IIN -naT FIICJf 1111 OOilDltlOIIS IIEIIEOII AND AT SOI! LOCATION!' TIii! VARIANCE IUI BB LAIICI IF THE PQCTSR LCICATIOII OF Alf F•crun IS IIPWIPP, 1'BB fACILl'JT SIIIIILD BE FIBLD LOCADD PR~ a, d.BIPUJ!a OP 1'BB DISTRICI' 01 Till II 1BB OWNeR,S\ OP 1m UTILinls IDU.¥81> ,-::--:----:-::-----:---:-:--~r---------,------------+--,---,---,------------....--....---------------------,~004-X Underground Service Alert DANIEL BOYLE ENGINEERING, 1 c. ArPRo co EQUIPPING OF DOLPHIN AVENUE Call: TOLL FREE AND TAMURA SCHOOL WELLS 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 50026 ,U:~(, RCE NO. D 'TE t--+---+-c-------------4----1 UTILITIES ENGINEER !Din /:\4 'REC!)RO oRAwiNas" c1Tv oF NFwPosr AFACH 41006 RCE NO. DATE BY ~ DATE DESCRIPTlmJ DESIGNED 0KB DR!l WN REVISIONS CHECl<ED RJO DATE 46124 MJR 8/96 CIVIL DETAIL;; CITY OF NEWPORT BEACH W-5254-S C-7 SHEET II OF 55 C:\F'FWJECTS\N03\106\SHEETC7.DWG .$/28/96 PLOT AT 1=24 D-391 -- 0 . ' l/1 U1 ' A LM-2, - ::, @--- , 0 ' 0 ' "' ' "' .. 1111111111.1111 -----~ ~-' II. I= r.· ---... -w----¥'~-----I ' ,_ __ -----------+-----, \ \__ ______ _ 1-------------- . ., . 4-g~ " ; k X· ·i -r ---- 0 0 ~ f---@ lb DEEP WELL " y 1 r [JEEP WELL VERTICAL TURBINE PUMP AND FABRICATED STEEL DISCHARGE HEAD WITH 3/4" EXTRA HEAVY HALF COUPLING FOR PRE-LUBE PER PROJECT SPECIFICATIONS 16" DIA x /'-//" LONG FLGxPE STL SPOOL 6 ' ' I,-../ 12 - ...1111 B-, I M-2,. , 92'-0" PLAN ___ _,. • CONSTRUCTION NOTES Ill.. ~ M-2 8" DIA FLANGED DEEP WELL PUMP CONTROL VALVE, CLA-VAL ' MODEL 61-02 (SEE ELECTRICAL PLAN3 FOR WIRING AND CONTROLS! 4'x4' CAST-IN-PLACE DRAIN BOX WITH ALUMINUM GRATE AND FRAME. SEE STRUCTURAL PLANS FOR GRATING DETAILS 12 i ! ' ' ' lrt... ' ,' D ' ' ,.M-2 ' 1JIII'" r:: , 0 ' "' .c SHALLOW WELL I n ----• r1 (§) 12" DIA x 9" LONG FLGxGROOVED END STL SPOOL DIA FiLGxGRCJVED END STL SPOOL (LENGTH AS REQUIRED) @ PRESSURE SWITCH PER PROJECT SPECIFICATIONS. INSTALL PER DETAIL @ @ (§ @ @ @ @ @) 16" x l'-4" LONG FLG STL SPOOL @ 12" @ 12" @ 12" @ 12" DIA FiLANGED PROPELLER METER PER PROJECT SPECIFICATIONS DIA Fl Ex GROOVED END STL SPOOL {LENGTH AS REQUIRED) 0 ® © 0 ® ® ® ® @ @ @ @) @ ® @ ® @ @ 5, ON SHEET M-5 16"x8" FLGxPExGROOVED END STL TEE 16" DIA STYLE >7 VICTAULIC COUPLING 16" DIA x 1'-5" LONG GROOVED ENDxFLG STL SPOOL 16" DIA FLANGED RATE OF FLOW CONTROL VALVE, CLA-VAL MODEL 40-01 OR APPROVED EQUAL ORIFICE PLATE PER PROJECT SPECIFICATIONS 3" AIR RELEASE AND VACUUM VALVE, INSTALL PER DETAIL 2, ON SHEET M-5 INSTALL SAMPLING TAP PER DETAIL 3, ON SHEET M-5 ADJUSTABLE PIPE SUPPORT. INSTALL PER DETAIL 7, ON SHEET M-5 16" DIA FLANGED PROPELLER METER PER PROJECT SPECIFICATIONS PRESSURE GAUGE AND TRANSMITTER PER PROJECT SPECIFICATIONS. INSTALL PER DETAIL 6, ON SHEET M-5 16" DIA FLGxPE STL LONG RADIUS 90° BEND 16" DIA FLANGED BUTTERFLY VALVE (CL 150) WITH HANDWHEEL AND POSITION INDICATOR 16"x8" PExPF: .. i-LG STL TEE 8" DIA FLANGED RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR 8" DIA FLANGED SURGE ANTICIPATOR VALVE, CLA-VAL MODEL 52G-03BKC D/S WITH CRA30-300 AND CRL20-200 RANGE 8" DIA FLGxPE STL SPOOL (LENGTH AS RF:QUIRED) 8" DIA FLGxPE STL 90° BEND 8" DIA FLANGED BUTTERFLY VALVE (CL 150) WITH HANDWHEEL AND POSITION INDICATOR RECORD DRAWING lflIS u .. RECORD DRAVDG or m PACD.fflD IDEN'l'JFl!D OI 1'RE nn.E BL<ICI OIIL1 AIID IMS 81111 PIIPAREI> [II PAIT ON 11lli IIASIS OF llfflJRMATION CCll'ILID AIID ,URHJSHl!D &Y anraRS. 11fE ENGINEER AND Olllll!ll(S) IIILL N01' Bi RESP(IISJBLI! FOR ANY ERRORlS) illl ONISSION(S) lllllCII RAVI BIEi! INCORPORATED INTO THIS DRAVIIIG, AClVAL alllllJTIOIIS WILL VARY stll!IIIIAT PR<JI m <XllllllTIUO SIIIIRI IIEIIDIII AIID AT SCI!! LOCATIOIIS 111B YAIIANCI ltAt BB~ II 'IRE Pl@:iil UICATIOI OF AIIT PACWTY II ™· l'D F.tCILDP SIIOWI II nu I.DCATJD .. -""'PS!Od CW d.DIPUJDII a, m DIITIIICT 01 '1'111 OIIIID,Sl Cl' m fflLl'ril!S DMU1D @ ® @ @ 8 @ ® 16" x 9" LONG FLGxGROOVED END STL SPOOL 16" DIA FLGxGROOVED END STL SPOOL !LENGTH AS REQUIRED) 16" DIA FLGxPE STL SPOOL (LENGTH AS REQUIRED) 6'x6' CONCRETE PUMP BASE PER DETAIL I, ON SHEET M-5 I HP EXHAUST FAN PER PROJECT SPECIFICATIONS. MOUNT PER DETAIL 4, ON SHEET M-6 1/4 HP EXHAUST FAN PER PROJECT SPECIFICATl:NS. MOUNT PEP. DETAIL 4, ON SHEET M-6 FABRICATED PIPE BRACE PER DETAIL 3, ON SHEET M-6 INSTALL PRE-LUBE PIPING, VALVES AND FITTINGS PER DETAIL I, ON SHEET M-6 INSTALL FLUSH MOUNT PIPE SUPPORT AT 4' O.C. PER DETAIL 2, SHEET M-6 CONSTRUCT CONCRETE ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD-510-L-D {L= 9.0, W= 5.6, H= 9,6) 16" JIA PE STL LONG RADIUS 90" BEND SHALLOW WELL VERTICAL TURBINE PUMP AND FABRICATED STEEL DISCHARGE HEAD WITH 3/4" EXTRA HEAVY HALF COUPLING FOR PRE-LUBE PER PROJECT SPECIF/CATIONS 12" DIA x 2'-0" LONG FLGxPE STL SPOOL 12"x8" FLGxPExGROOVED END STL TEE 12" DIA STYLE 07 VICTAULIC COUPLING 12" DIA x l'-5" LONG GROOVED ENDxFLG STL SPOOL 12" DIA FLANGED RATE OF FLOW CONTROL VALVE, CLA-VAL MODEL 40-01 OR APPROVED EQUAL @ 12" DIA x /'-4" LONG FLG STL SPOOL DOLPHIN AVENUE WELLS PIPING PLAN SCALE: 1/ 4" = I' -0" @ A. B. C, DIA I LGxPE STL LONG RADIUS 90° BEND 12" DIA I jLANGED BUTTERFLY VALVE (CL 150) WITH HANDWHEEL AND POI TION INDICATOR 12" DIA fiLGxPE STL SPOOL {LENGTH AS REQUlilED) 12"x8" PII xPExFLG STL TEE 12" DIAxr LONG PE STL SPOOL 12" DIA I E STL LONG RADIUS 90" BEND ' I 16" DIA \ ExGROOVED END STL SPOOL (LENGTH AS REQUIRED) INSTALL HOSE BIB PER DETAIL 5, ON SHEET M-6 INSTALL ACOUSTICAL BAFFLE PANELS AI-BAF DESIGN AS MANUFACTURED BY ALPRO J CO US TICS, (504) 733-38361 DR APPROVED EQUAL KEY NOTES INSTALL LOUVERS PER ARCHITECTURAL PLANS. FOR PL, N AND PROFILE OF DOLPHIN AVENUE WELLS DISCHARGE PIPING, SEE SHEET I ACOUST1 1:AL f!ANELS SHALL BE INSTALLED ON ALL PUMP ROOM INTERIOR WALLS FROM Fil OOR TO CEILING, PER MANUFACTURERS RECOMMENDATIONS MECHANICAL NOTES ALL STE!EL PIPING AND FITTINGS SHALL BE STANDARD WEIGHT WITH THE FOLLOWING MINIMUM WALL THICKNESSES, 16" DIA. 12" DIA. 8" DIA. 0.375" 0.375" 0.332" TEST Pl ESSURE FOR ALL PIPING SHALL BE 150 PSI, C-2 GROOVE FOR SPOOLS SH,~LL BE STANDARD CUT PER MANUFACTURERS RECOMMENDATIONS. Underground Service Alert . •_:, ~~t._ Call: TOLL FREE DANIEL BOYLE ENGINEERING, NC. ' ;n 10/q] & 11r?.E'CDRD O...("AW1N..;S,, I - • 1-800 422-4133 ' »? .. ff-/, ,~, .3!'17 !3JP £ !:EVISED DIMENSIONS Po/? ,:£VISED 50026 "' WELLHEAD LOCA T!D,V RCE NO, ATf:. /t, REVISED ffOSF BIBB LOC'/11/0NS PROJEC EN ITR 3/'f7 BiTP v.ci~OQ -'.:,, I DATE s. DESCRIPIION 41006 "'-~4-:U '\11:HAEL S~RI R.C [. UTILIT!ES ENGINEER ih~·'!-fi Cl~Y OF NEWPORT ,-,,_BEACH DATE <I. fG. .q APP'D DESIGNED DKB D1--<AWN . 46?14 MJR I C-3004-X EQUIPPING OF DOlPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN A VEt,,;UE VvELLS PIPING PLAN CITY OF NEWPORT !>:EACH W-5254-s\ f.4-1 qi'. PROJEG i M'(NAGER RCE NO. ' 'ATE REVISIONS Cl l[Cl"\ED RJO lJAIE:.. 8/96 TWO WORKING DAYS BEFO'lE YOU DIG SHEET 12 OF 55 C:\PROJECTS\N03\105\SHEETMI.DWG G/?8/95 PLOT A-I 1-48 0-394 ' w '" • n ~ ~ ~ z m " )> C " 0 TI z ~ -,..., 0 I I D D □ I_ ,.1 I .. r .)_ _________ _ ~ 16" CML8C STL PIPE, SEE J SHEET C-2 FOR CONTINUATION DISCHARGE LINE 'A' STA. 10+00.00 INV. 15.00 ' ~ lrr'v. -I~ V - l 7'-0" MIN. 3'-6" MIN. 7'-0" [ I MIN. CONSTRUCTION NOTES CONSTRUCT CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L-D IL= 9.0, W: 5.6, H: 9.6) 1· • I ~.GJ n ,\, ' ·1 rG. 1• A 'j -1'1. -1· Jl • I n 0 Yl [ ] @ 12" DIA PE CML8C STL SPOOL ILENGTH AS REQUIRC:D) @ I6"xl2" PE CML8C STL REDUCER ' --' "'" 0 .. \--_ITYP1CAL \.!')OF 18) 1-+----------------+-1 - / I "..::,_ I I I ' _, I j ✓ I ' ' M w nr, ., '-' a: <O ,,, l\ :-,:; -1---\ 'f"R .11v_r,i1L......c'.': -._ .,--- / ✓ . ' >-N I-FF ELEV. 27.00 i . • , -' ~+-------------------------------------+·· o-+----------------------------------------H I-+------------ \P"lOPOSED Is• RCP DRAIN. LINE, SEE SHEET C-3 SECTION r A"' SCALE, 114• = I' -o• a:: a: <[ >- X 1-1--<[ a::- I .L... .. , I I ' ::;; Oc, I ~-,, I I ::. z ' c~ "' z<C --"'0 I- FF ELEV. 27.00 0 FF ELEV. 27.00 ' 0 I ' ' - fr);;\_ ··· PROPOSED Is• RCP ~_r DRAIN LINE ' 1 I.___, I I ! I b-J ' I , fr)_ ~---@ .... r- . \\ /J".,;~..,.-==1 =,=-==-==3 ' 'f--r=,,a='1;=-==-='-',=-=c:e ~ \_ 16. CML8C STL PIPE, SEE <l - . SHEET C-2 FOR CONTINUATIO ~ • b 44 SECTION SCALE, 1/4" = 1'-0" , B" i· RECORD DRAWING l ms lS,. QIOID DIIAIIIIIG OP nm rACD.ma IDllll'11PJ.lll Cit 1'IIE Tin.I! BUa ONLY AIIIJ RAS BB1!11 PRBPARBD [N PAIT ON flli BASIS OF IIIFOIIIIATION COIPILBD AND PURNISIIID 8Y O'IHERS. mE ENGINEER AIID OWNER(S) WIU. NOT Iii RF.SPOIISIBLll FOR ANY ERROR\S) ilR OIIISSION(S) WIila! RAVI BEEN IllmllPORATED INTO 111IS DRAIIIIIC. AC'nJAL COlllllTIONS WIU. VARY SCIIEWHAT FRO! 1111 COIIDITIOIIS SIHMi llEREOII AND AT SOIE LOCATIONS' 1'11! VARIANCI ltAt BB LAllCE IF THE PRFt:ISB LOCATIOII OP All1' FACD.lff 11 ll!Willl!D, 1'BB FM:ILlTI SHaJI.D Bl FIELD LOCAffl> 11 a P.RESFJICi! OF AI.IIKOIIB OP 'ID DlS'l'IIIc:I' <II -Oll!IER,S\ OP 'IBI llrJLD'IES 11WUD 44 SECTION , C"' SCALE, 114• = 1'-o• Underground Service Alert .. •• Call: TOLL FREE =--~ • 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DISCHARGE LINE 'B' STA. 20+00.00 INV. 15.00 DANIEL BOYLE ENGINEERING, NC. 'Pr-.A -! 50026 "' ,,.,/ PROJEz1I ENjlNEER RCE NO. D,TE \~ v'.llRe 41006 9/, _, PROJE, I MANAGER RCE NO. L ,TE I _, I ,. , ., " • r @ 12" DIA PE CML8C STL LONG RADIUS 90" BEND @ 16" DIA PE CMLaC STL SPOOL (LENGTH AS REQUIRED! @ 16. DIA PE CML8C STL LONG RADIUS 90" BEND I p ' -J\ . (,,17\ I I\.:,, • ~ A ' . 1 (~ . SECTION SCALE: 1/4" = 1'-0" - I C-3 )04-X l---+----+-------------+-----1!:D . L. EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS f1iCHAl:_L ~CORI R.C E 41:',214 ,___-+-----+---------~--·---+---< UTJLITIE'S rMGINffR CITY OF NEWPORT BEACH DATE <\"I~ •"t" ! DAIE ev o::sr:~IPTl◊r~ APP'D DESIGNED DKB DRAWi../ MJR REVISIONS CHECKED RJO DATE 8/96 DOLPHIN AVE;IIUE \/\'ELLS PIPING SECTIONS CITY OF NEWPORT BEACH W-5254-sl M-2 SHEET 13 OF 55 C.\r'ROJEC-i S\f\JO.S\106\Sf--.E:ETM2 DWG 8/28/96 PLOT AT 1=48 D-391\ " m 0 " ~ D w < z ~ w m D □ " " " • " I \; ' zj ·c g u n 0 " " □ ~ cj □ z • ; !" 0 " !ii 0 ~~ =i • -vi (.11 "1 I 92'-0" ------------------------------------------------------------'---'-------------------------t-------------------------------- 5.9'± • 0 ' ID n 0 ~ 0 0 ® 0 0 ® ® ® ® @ ® @ ® @ ® ® ® @ @ \ 28'-6" 87) 51 ., 0 "' 65 66 64 60 67 10 23 " DEEP WELL VERTICAL TURBINE PUMP AND FABRICATED STEEL DISCHARGE HEAD WITH 3/4" EXTRA HEAVY HALF COUPLING FOR PRE-LUBE PER PROJECT SPECIFICATIONS I:" DIA x 1'-11" LONG FLGxPE STL SPOOL PRESSURE SWITCH PER PROJECT SPECIFICATIONS. INSTALL PER DETAIL 5, ON SHEET M-5 I6"x8" FLGxPExGROOVED END STL TEE 16" DIA STYLE 07 VICTAULIC COUPLING 16" DIA x 1'-5" LONG GROOVED ENDxFLG STL SPOOL 16" DIA FLANGED RATE OF FLOW CONTROL VALVE, CLA-VAL MODEL 40-01 OR APPROVED EQUAL ORIFICE PLATE PER PROJECT SPECIFICATIONS 3" AIR RELEASE AND VACUUM VALVE. INSTALL PER DETAIL 2, ON SHEET M-5 INSTALL SAMPLING TAP PER DETAIL 3, ON SHEET M-5 ADJUSTABLE PIPE SUPPORT. INSTALL PER DETAIL 7, ON SHEET M-5 16" DIA FLANGED PROPELLER METER PER PROJECT SPECIFICATIONS PRESSURE GAUGE AND TRANSMITTER PER PROJECT SPECIFICATIONS. INSTALL PER DETAIL 6, ON SHEET M-5 16" DIA FLGxPE STL LONG RADIUS 90° BEND 16" DIA FLANGED BUTTERFLY VALVE (CL 150) WITH HANDWHEEL AND POSITION INDICATOR I6"x8" PExPExFLG STL TEE 8" DIA FLANGED RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR 8" DIA FLANGED SURGE ANTICIPATOR VALVE, CLA-VAL MODEL 52G-03BKC D/S WITH CRA30-300 AND CRL20-200 RANGE 8" DIA FLGxPE STL SPOOL (LENGTH AS REQUIRED) 8" DIA FLGxPE STL 90" BEND 8" DIA FLANGED BUTTERFLY VALVE (CL 150) WITH HANDWHEEL AND POSITION INDICATOR 31 13 I I I I I---J @ @ (§) @ @ @ @ @ @ ® @ @ 8 @ @) 4.9'± I I -' <( (J a:: 1-- (J w -' w PLAN -' <( (J a:: 1--(J w _J w CONSTRUCTION NOTES - ... ,' C ' ... M-4 r ©--l -I I - 8" DIA FLANGED DEEP WELL PUMP COI\J rROL VALVE, CLA-VAL I I L_J I I I I I I ' ' I I I I ll--J MODEL 61-02 (SEE ELECTRIC.~L PLANS iOR WIRING AND CONTROLS! 4'x4' CAST-IN-PLACE DRAIN BOX WITH ALUMINUM GRATE AND FRT,ME. SEE STRUCTURAL PLANS FOR GRATING DETAILS 16" x l'-4" LONG FLG STL SPOOL 16" x 9" LONG FLGxGROOVED END STL SPOOL 16" DIA FLGxGROOVED END STL SPOOL (LENGTH AS REQUIREDI 16" DIA FLGxPE STL SPOOL (LENGTH AS REQUIRED) 6'x6' CONCRETE PUMP BASE PER DETAIL I, ON SHEET M-5 I HP EXHAUST FAN PER PROJECT SPECIFICATIONS. MOUNT PER DETAIL 4, ON SHEET M-6 1/4 HP EXHAUST FAN PER PROJECT SPECIFl<:ATIONS. MOUNT PER DETAIL 4, ON SHEET M-6 FABRICATED PIPE BRACE PER DETAIL 3, ON SHEET M-6 INSTALL PRE-LUBE PIPING, VALVES AND FITTINGS PER DETAIL I, ON SHEET M-6 INSTALL FLUSH MOUNT PIPE SUPPORT AT 4' O.C. PER DETAIL 2, SHEET M-6 CONSTRUCT CONCRETE ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L-D (L= 9.0, W: 5.6, H: 9.6) 16" DIA PE STL LONG RADIUS 90° BEND SHALLOW WELL VERTICAL TURBINE PUMP AND FABRICATED STEEL DISCHARGE HEAD WITH 3/4" EXTRA HEAVY HALF COUPLING FOR PRE-LUBE PER PROJECT SPECIFICATIONS 12" DIA x 2'-0" LONG FLGxPE STL SPOOL I2"x8" FLGxPExGROOVED END STL TEE 12" DIA STYLE 07 VICTAULIC COUPLING 12" DIA x l'-5" LONG GROOVED ENDxFLG STL SPOOL 12" DIA FLANGED RATE OF FLOW CONTROL VALVE, CLA-VAL MODEL 40-01 OR APPROVED EQUAL @ 12" DIA x 1'-4" LONG FLG STL SPOOL ,~ RECORD DRAWING TAMURA SCHOOL WELLS PIPING PLAN SCALE: 1/4" = 1'-0" 7'-0" 13 D M-4 2B'-6" 6.0'± 10 5 8 24 '.n~ l , ' ''"'' ' 're' --+Hl+--EI-« ,, ,--I ' I - " ~ -~ v- 411 I 20 I 111111111 ""''"Ill ........., 6 -''--'l ,~ ~ f . 'V_/ ',i'i 9 i--~-1 ----------------l r---1-------------· @-- ff st DEEP WELL "' n 12" DIA x 9" LONG FLGxGROOVED END STL SPOOL " 22 12· DIA ILGxGROOVED END STL SPOOL (LENGTH AS REQUIRED) I, 19 9 @ @ @) @ @) 12" DIA jLANGED PROPELLER METER PER PROJECT SPECIFICATIONS 12" DIA 1ExGROOVED END STL SPOOL ILENGTH AS REQUIRED) 12" DIA F1-GxPE STL LONG RADIUS 90° BEND 12" DIA F _ANGED BUTTERFLY VAL VE (CL 150) WITH HANDWHEEL AND POS TION INDICATOR 12" DIA 1-GxPE STL SPOOL (LENGTH I2"x8" PBxPExFLG STL TEE 12" DIAx6' LONG PE STL SPOOL AS REQUIRED) 12" DIA F '.:: STL LONG RADIUS 90" BEND 16" DIA F ExGROOVED END STL SPOOL (LENGTH AS REQUIRED) INSTALL HOSE BIB PER DETAIL 5, ON SHEET M-6 .I \ -j • 0 ' <D @ @ @ @ @) @ ® INSTALL ACOUSTICAL BAFFLE PANELS Al·BAF DESIGN AS MANUFACTURED BY ALPRO ACOUSTICS, (504) 733-3836, OR APPROVED EQUAL KEY NOTES INSTALL LOUVERS PER ARCHITECTURAL PLANS. r--@ ,.c FOR PL N AND PROFILE OF TAMURA SCHOOL WELLS DISCHARGE PIPING, SEE SHEET C-5 FOR CO TINUATION OF TAMURA SCHOOL DRAIN LINE, SEE SHEET C-5 A. B. ACOUSTjCAL PANELS SHALL BE INSTALLED ON ALL PUMP ROOM INTERIOR WALLS FROM F .ooR TO CEILING, PER MANUFACTURERS RECOMMENDATIONS MECHANICAL NOTES ALL ST EL PIPING AND FITTINGS SHALL BE STANDARD WEIGHT WITH THE FOLLOWING MINIMUM WALL THICKNESSES: 16" DIA. 12" DIA. 8" DIA. -0.375" 0.375" 0.332" TEST Pl ESSURE FOR ALL PIPING SHALL BE 150 PSI. C. GROOVE FOR SPOOLS SHALL BE STANDARD CUT PER MANUFACTURERS RECOMMENDATIONS. r I "I - ' llll9 IS A RDXIRD DIAIIDC OP 111! 'ACttlTID IlllliTJ:P llD lll TH£ nTLE BUD ONLY AND HAS 81111 PRIPARBD Ill PAIT ON 1111 BASIS OF DIPORIIAftOII a»IPILID A1111 l'URNil!IIIID 8Y O'M!RS. 11IE EIIGIIIIIII AIID CIWNBR(S) VlU. NOT 81 RFSPONSIBLE RMI ANY ERRORtS) tlR IJIISSIOll(S) IIIIICII ,, HAVE BEEN IIIOOlll'OIIATBD INTO THIS DRAWIIIO, AC'IVAL Underground Service Alert DANIEL BOYLE ENGINEERING, NC. APPROVED ' CONIIJTIOIIS IIILL VARY SCJIBIIIIAT PRO! THI CXllllllffOIB SHOlllf HPFON .\1111 AT 800 LOCATIONS TIii YAIIIANCI IIIAI .. • j BE IAJIGI! II 1111 PRBCIIB IAlCATICII 0, MY FACW.ff 11 Rl!OUIRBD, l1II! FACILl"P IIDIU) Bl nlLD LOl:ATaD 11 '1111 PRESPJICI OF AII.IIIPIOIII Ol '111 DJl'III01' OI TIii O'aElliSl OP TD um.nm 1n1U1D = • Call: TOLL FREE 1-800 422-4133 50026 RCE NO. 1~, l----+----4---------------+---l MIi.i i Art SINA~ I R.C r 4G?l4 Q ' PRoJ r EGINEER l----+----4---------------+---l UTILITIES ENGINEER lo/q7 01/<FCDRD DRAWJAIG~N GITY OF NEWPORT BEACH L>A-IE l:t-1e. .. 1,- z 7 I C-3004-X EQUIPPING OF DOLPHIN AND TAMURA SCHOOL AVENUE WELLS TAMURA SCHOOL WELLS PIPING PLAN TWO WORKING DAYS BEFORE YOU DIG ~ER 41006 RCE NO. DAH HY D:="SC',RIFTION APP'D DESiGNE_D 0KB LH./AWN MJR q_j,~L 1--~-~----------'--1----1-------1 D c TE REVISIONS CHECKED RJO DA TE 8/96 CITY OF NEWPORT BEACH V'-5254-SI M-3 SHC:ET 14 OF 55 C.',PROJECTS\N03\106\SHEETM3.DWG 8/28/96 PLOT /\T l:e48 0-394 I J?- "' u, " \; I ~i u ~ " u il " 0 u • n " ~ ~ z '5 C z < m • " 0 ' ~ £ z '" Ii C "' 0 " z l> +- +- I b I 1----l-__jo mi ' ' ' • 16" CML8C STL PIPE, SEE SHEET C-5 FOR CONTINUATION DISCHARGE LINE 'A' STA. 40+00.00 INV. 14.75 i~ I/ I \I l - j 76 .n 7'-0" MIN. 3'-6" MIN. 7 I tD(rYPICAL OF 18) ' -------IH PROPOSED 18" RCP DRAIN LINE, SEE SHEET C-5 0 - ' "' ' FF ELEV. 24.50 ~ C\I 0 • • r;l -f--.. / ' ,.r-' m r--=-. (, '~" I ~--' ~,' 1--sle \ n. ~ ,~ >-I- • SECTION I I.--~ I -II I I I ,._,. I ~~ ,__ ' • . 44 SECTION SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-0" '-M-4...,i - -4~ +- ~ ~--FF ELEV. 24.50 FF ELEV. 24.50 +1----<I-IH~lf---+ I ,:_•, I ' \ I • _,,--,.I ----,,I\ / • I r' l RECORD DRAWING ' rms IS .. Rl!llORD lllWIDIG OF 111!' ,ACILlTiliS lllJll,"TIP UD CII 1'11£ Tin.£ BLOCK ONLY AlfD BAS BBD l'll!PARED D PAIT ON 111i BASIS OF INl'ORHATIOII COIPILID AID PIIRNISIIID 8T O'l'll8RS. 1111 l!IICINIER AIID OOIBR(S) IIIU. NOT Bl RESPONSIBLE FOR Alll' ERRORtS) olR IJIISSIOll(S) IIIIIat 11A VE 8l!FJI UICORPORATl!D IN'ro THIS DRAIIIIIG. AC1UA1. CONnJT!ONS IIILL VARY SIIIBIIBAT FRCJ! l'IIE OOIIDITICIIS SIIOIIN HEREON A1'D AT SIJQ! LOCATIOlll!I TIIB VARlANCB WAI Bl LA11GE IF 1BB PRi.:JSB LOCATION OF ANY PACILlff 18 Rl!DDIIIED, 1111! FACILlff SIDIUJ BE FIELD LOCATl!D II 1BB l'RPSIIICE OF d.illl'LOJII CIP DIB DISTIICI' m Till OIIIQ!IUSl OF 111 IITlLI2'D3 Dia.QI) SECTION SCALE: 1/ 4" = l'-0" Underground Service Alert . ·= • Call: TOLL FREE • 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 44 - I 1 • 7'-0" MIN. • I J;; fl ,!if;' i i I . . / ·-I .. ---Lt: / I , . • l ' I l [ 1---+-I --I ' [ ID "' 1 , +-@ +- @ @ @) @ CONSTRUCTION NOTES CONSTRUCT CONCRETE THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-l-D IL= 9.0, W= 5.6, H= 9.6) 12" DIA PE CMLSC STL SPOOL (LENGTH AS REOUIR~D) 16"xl2" PE CMLSC STL REDUCER 12" DIA PE CMLSC STL LONG RADIUS 90° BEND 16" DIA PE CMLSC STL SPOOL (LENGTH AS REOUIREDI 16" DIA PE CMLSC STL LONG RADIUS 90° BEND ----------------+-I \PR0POSED 18" CP DRAIN LINE, SEE SHEE r C-5 \_ 16" CMLSC STL PIPE, SEE SHEET C-5 FOR CONTINUATION DISCHARGE LINE 'B' STA. 50•00.00 INV. 14.75 I I I , SECTION SCALE: 1/4" = 1'-0" DANIEL BOYLE ENGINEERING, L C. AC"ROVED I ri ~~~-------~~~) . ~~~±,!./~~~-:;.. MICHAEL SllfAC(/RI R.C.E. 46214 50026 O I, to~ ' . Y_ !---+---!--------------+---! UTILITIES ENGINE::R RCE No. "D'~ E _,,, _ _, CITY m· NLWPORT BEACH DATE "l-1"--"'" 41006 't /11 ~L DATE BY UC.SC~ll7TION AFP'D DESIGNID 0KB ClRli.WN MJR RCE NO. DA E REVISIONS CHLC!{ED RJO JA T::: 8/96 J- ,- '1 \PROPOSED 18" RCP DRAIN LINE, SEE SHEET C-5 I C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA SCHCOl WELLS PIPING SECT10NS CITY OF NEWPORT BEACH W-5254-SI M-4 SHEET 15 OF 55 C:\PROJECTS\N03\10€\SHEETM4 DWG 8/28/96 rLOT AT 1=4R 0-?,94 -"' 0 I '" IJ1 30"x30" STEEL DISCHARGE HEAD BASE PLATE F.AE'RICATED STEEL---+-~ DISCHARGE HEAD DISCHARGE PIPING REINFORCED CLASS 'A' CONCRETE PUMP BASE PAD I" BRONZE ADAPTOR M.I.P. X SWEAT PIPE SIZE 6 MATERIAL AS SHOWN ON DWGS + PLAN 42"x42" BASE PLATE 3" GRAVEL FEED TUBE EXTEND EXISTING 2" STEEL AIR VENT AS SHOWN AND INSTALL 180' RETURN WITH BUG SCREEN BETWEEN FLANGES EXTEND EXISTING 3" GRAVEL FEED TUBE AND INSTALL FLANGE AND BLIND FLANGE (TYP.J 42•x42" BASE PLATE WITH--~ S.S. ANCHOR BOLTS AND NUTS PER PUMP MANUFACTURER'S RECOMMENDATIONS --FINISHED FLOOR 11-;J EL. 27.00 (DOLPHIN) EL. 24.50 (TAMURA) <l 6'-0" I .4 + 4" STEEL SOUNDING TUBE 2" STEEL AIR VENT • 0 • 1/2" EXPANSION JOINT/ MATERIAL, CHAULK TOP OF CRACK ALL AROUND J REINFORCED CONCRETE PUMP BASE. SEE STRUCTURAL PLANS FOR REINFORCING PUMP BASE DETAIL SCALE: 1/2" : I' -0" t----STEEL SHELL ---PIPE 1.D. MIN. 1-1/2" 3000 STL HALF COUPLING I .20· o.D. I STEEL CASING 36" O.D. STEEL CONDUCTOR CASING SECTION A-A I NEW PUMP HEAD EXTEND EXISTING 4" STEEL SOUND TUBE AS SHOWN AND INSTALL THREADED STEEL CAP. HEAT AND BEND PIPE TO ACCOMODA TE BENDS (DO NOT USE FITTINGS) DRYPACK GROUT I" CHAMFER (TYP.J --. • 0 • st • , • EWCTf%AL \cCONNECT(C>'N. )t;:.E -'4' Eµflfll~L/ PL.A•tiSs. ~ 1/2" BRONZE TEE PRESSURE :STl'FCI t GAUGE/.\ £ER Fl EEn=RICP2b Pl ANS a i 7 i/4!' C.Of'PER To ll\ Pl?i!55U1<£ SWITCHES I'±.', -----+-----i -:----COAT WITH EPOXY OR COAL TAR ENAMEL 1/2" PULSATION DAMPENER I" BRONZE BALL VAL VE _ _,, M.I.P.xF.I.P. 1-1/ :" x I" INSULATING BUSHING--_; 1" BRONZE VALVE NOT TO SCALE 1-'--+-_J 3/16 CONNECTION 1/2" BRONZE BALL VALVE 3/4" EXTRA HEAVY HALF-COUPLING BRONZE BALL VALVE 1/2" BRONZE NIPPLES 3/4"xl/2" INSULATING BUSHING ,,,-:-::Z,':z2.~::Z::Z~:zc:::z:=,,._3/16" (TYP) PRESSURE NOT TO SCALE RECORD DRAWING ffllS IS A Rl!IDD DIIAVDIG OP 1U FM:ll.l'lII! IIElffF!ED DI nm nn.E 8LOCI ONLY A11D BAS 8111!11 Plll!PAIIED [" PART OIi Tllli BASIS OF IIIPORNATIOII catPILBD dD flJRIIISHED Sf O'Jlll!RS. 1RI EIIGIIIBER AND OIIIIER(S) IIDJ. IIOT Bl IESPOIISJBLE l'OII AIIT ERROR\S) ilR IJIISSICll(S) IIIIIat HAVE BEEII tllalllFORATED INTO THIS DRAIIING. AC'l'IIAL CONllJTIOIIS IIILL YARY sc»IIMIAT PRO! 11IE aJIIMJI\JIIS SHOWN HERD AIID AT SOO LOCATIOHS THE VARIANCE IIAY Bl! LARGE IE 11111 PRECISE LOCATIOII OF AIT FACIIJ.'ff IS IIIDIIll!D, 1118 FACII.lTJ SIIQJU) BE FIELD UJCATED II 111B l!l2SElfCI! OP d. ENPL01BB OF '111B MSlillCT OIi 'l'RB GllllllSl OP 'l'8I IJl'D.D'I&'3 Illll.VID SWITCH DETAIL Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 3" APCO NO. I46~ lR APP'D EQ. RA TED F•)R 150 PSI WORKING PRl::SSURE 3" ',ALV. NIPPLE 3" U,'llON ------.. 3" BRvNZE PLUG ---------------......... VALVE -------- 3-l/2"x3" INSULATING--~~- BUSHING 3-1/2" EXTR, HEAVY HALF COUPL'NG 3" DIA G LVANIZED STEEL PIPE AND FITTINGS, SEE SHEET 10 3/16 ,__-11-+--ADJUSTABLE PIPE SUPPORT PER DETAILW '\§7 I TO DRAIN LINE CATCH BASIN FINISHED FLOOR __ _E~a,_ __ __;~~--111:L------ d. 3)1 AIR & VACUUM RELEASE VALVE DE AIL NOT TO SCALE PRESS/Ji<£ TRANSM!TT.f'.R ll\ OR. P!<E'f:SURE 6AUCi£ L"t_\, LlOOID-E LED PRESSURE WITH O TO ANGE PER TIONS 1/2" BRONZE TEE 1/2" PULSATION DAMPENER------------- 1/2" BRONZE BALL VAL VE~ " 3/4" EXTRA HEAVY "-.... - HALF-COUPLING ~ <::7"er::,· 1/2" BRONZE NIPPLES 3/ 'xl/2" INSULATING BUSHING " ITYP! PRESSURE GAUG AND TRANSMITTER TAIL NOT TO SCALE Ql'ESSIQ DANIEL BOYLE ENGINEERING, C: ~, J. o,,z 50026 l"x3/4" INSULATING BUSHING-~ I" EXTRA HEAVY HALF COUPLING, WELD TO PIPE PIPE WALL SAMPLING TAP DETAIL NOT TO SCALE ~-FLANGE LINE SADDLE-------._ 3/4" HOSE BIB WITH PLASTIC STRIP --...___---t- U/4" MIN THICKNESS) SUPPORT PIPE: LENGTH TO FIT SCHEDULE 80 STEEL PIPE ITT /GRINNEL FIG. 264 ADJUSTABLE PIPE SADDLE SUPPORT OR APPROVED EQUAL CONCRETE SLAB ~ "' • ' 0 0 • "' ' ' 0 NOTES: I I 2J I I t_l_i <l • ' 3• DIA PIPE FOR 4"-12" DIAMETER MAIN 4" DIA PIPE FOR 14"-16" DIAMETER MAIN 3/4" DIA HOLES !8 TOTAL) 5/8" SS ANCHOR BOLTS, NUTS 8 WASHER 12"xl2"x3/4" GALV STEEL BASE PLATE • ' • ,, I. PIPE AND BASE PLATE ASSEMBLY TO BE HOT DIP GALVANIZED (DOUBLE DIPI AFTER WELDING. ADJUSTABLE NOT TO SCALE PIPE SUPPOnT-@ C-3004-X APF-RO\iED No. 41006 RCE NO. D TE 1----+---+---------------+---t UTILITIES ENGINEER MECHANICAL DE..-AILS Exp. 3-31-99 o;,. ~GER c'lrl! o 41006 7 .. RCE NO. D TE 101q7 £ "RECORD D.RAW!AJGS" DATE SY :iESCRIPTIO~J REVISIONS CITY OF NEWPORT BEACH DA TE "\ -- APP'D DESIGNED DKB DRAVIN MJR CHECKED RJO DA TE 8/96 CITY OF NEWPORT BEACH W:52_54~Sj __ ~~5 SHEET 16 OF 55 C·\FRO,JECTS\N0:7,\103\SHFETMS.DWG 8/28/96 PLO~-AT 1:24 !J-.'Oj94 - u s:: ' z' :,: Q " ~ " 0 u " D ~ " 0 " ~ m < z 6 ~ z ro m • D 0 ' ; " " " !" D ., C ~ 0 :D z " I" TYPE K COPPER TUBING l BRONZE UNION ITYP.) FLOW SWITCH I" SOLENOID VAL VE PER PROJECT SPECIFICATIONS I" BRONZE BALL VALVE AND CONNECTION PER DETAIL L4\ AIR V AC PIPING AND ~ FLUSH MOUNTED PIPE SUPPORT, SEE SHEET 10 PREFORMED CHANNEL PIPE SUPPORT 3/4" DIA. GALVANIZED BOLT 3/4" DIA. S.S. CONCRETE EXPANSION ANCHOR ITYP.) ' ' LJ AS REQUIRED 12' -0" MAXIMUMI PIPE "U" CLIPPED TO CHANNEL FRAMING (TYP.I INSTALL 1/8" THICK NEOPRENE TAPE BETWEEN PIPE AND "U" CLIP "Z" FITTING CONCRETE FLOOR 1/4" PLAN 7"xl4 l/2"xl/2" STEEL PLATE , (\J 1/2" STEEL PLATE l/4" 2· r • co ' "' 3/4" DIA. S.S. WEDGE ANCHOR BOLT. EMBED 4" MINIMUM, TYPICAL OF 6 PER BRACE SECTION A-A PRE-LUBE SYSTEM PIPING SCHEMA TIC FLUSH MOUNT PIPE SUPPORT PIPE BRACE DETAIL '3" NOT TO SCALE PER MANUFACTURER ,------ 1 I I WIRE GUARD ---I I I AUTOMATIC SHUTTERS I □l=llllF====!IIFcO I EXHAUST FAN PER I PROJECT SPECIFICATIONS--,---, 1/4" X 3" L {41 1/2" DIA. x 3-3/4" LONG-J S.S. WEDGE ANCHORS 1/4" THICK x 6" SQUARE STEEL PLATE Cl w g; :, 0 w 0: "' <( '._LOUVERS vi--MASONRY BLOCK WALL PER PLANS EXHAUST FAN MOUNTING DETAIL NOT TO SCALE l"x3/4" REDUCER--~ BUSHING 3/4" HOSE BIB ~ NOT TO SCALE LINK SEAL WALL PENETRATION PER DETAIL {j__j \§ z,"':zz CL.Jc-+zz;r.z.:;_·l==:::r:--, u u t----r· COPPER WATER SERVICE, PROPOSED WELL FLOOR • co ' SEE SITE PIPING PLAN 8" MIN. PROPOSED AC PAVEMENT Jk MIN. 0: w > 0 <.) HOSE BIB DETAIL NOT TO SCALE RECORD DRAWING l'lllS II a IIDllD D,IAIIDG o, Ill NCll.lTIII INn!PlD at 1'111 Tin.t IIUlCI CIILT AID 8A8 811111 ..... ABD [II PM't OIi THI WU OF lllfOIIIIATIOII CCNPn.1D AID PUIIIIW IT cm!IRS. 1111 BIICINIIR AO OWIIIR(S) VUL IOT ■ RESPQIISJSI.I 1'011 ANY UROR\S) OR CIIISSlClll(I) lllllQI RAVI 81111 tllCORPORATID Ilffll 'l'HIS DRAIIDIG, ACl'IIAL CONIIJTJONS WILL VAIIY SOIBWIIAT P11C11 'Ill CIIIID!flOIIS 81101111 1111111111 W AT SOIi LCCATmll 'Ill YAIIIANCI 11&1 U LAlllll IP 'Im: PRnaB UIC&flOII OP All' PACU.lff 11 UIIIDID, Ill PACll.1T¥ SIDILD ■ PIILD UICATID 11 111 IIIBSEIQ 0, AI.INPLO!BI a, 'lll Dllnl'CI' C11 flll MD!ll 0, 111 fflLD1II mm.t1D Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG <l <l STE L PIPE SLEEVE W/ WA ER-STOP/ANCHOR PLATE {ST NDARD WEIGHT WALL) ,----LINK SEAL WALL SEAL STA DARD SERVICE NON INSULATING TYPE IMI ~-PIPE ---+------WAL LINK SEAL WALL PENE RATION 6 NOT TO SCALE M-6 DANIEL BOYLE ENGINEERING, C. 50026 NOT TO SCALE I R.C.E, 462!4 l t---t----t--,--------------+---l UTILITIES ,INEER INEER RCE NO. DTE /0/17 ffi RECORD ORAW!AIGS" CITY OF NEWPORT BEACH Dr.TE C\•I~- DATE BY D:=:SCR!PTION 41006 13 APP'D DESIGt.JED 0KB DR:\WN MJR RCE NO. DTE REVISIONS CHECKED RJO DATE 8/96 C-3004-X EQUIPPING OF DOLPHlN AVENUE AND TAMURA SCHOOL WELLS MECHANICAL Ot:T AILS CITY OF NEWPORT BEACH W-5254-S M-6 SHEET 17 OF 55 C-\PROJECTS\N03\IC6\SHEETM6.DWG 8/28/'J6 PLOT A-; 1::24 0-394 " m 0 " u m " ~ 2 ' a rn "' " 0 ' '" , ~ \; I ij Q CJ 0 0 D TI D " cl 0 z • ~ z' !" Ii I '" 8 ~I ~~-·· ~ • -__. 0 I (11 (J1 NOTES: HARDWARE SET -EACH DOOR TO HAVE: 3 HINGES -STANLEY (FBB168 6"x5") 1 LOCKSET -YALE (AUR-874FL-2196) 1 CLOSURE PLUS -NORTON (CLP8501-DA) 1 KICK PLATE -TRIMCO (2'x5') LEGEND 1 LATCH GUARD -MAR (ML930SS) 1 DOOR SWEEP -PEMKO (3452CP) 1 SET SEALS -PEMKO (303AS) 177772) DOOR LOUVER CMU 1 THRESHOLD -PEMKO (271A) ALL HARDWARE SHALL BE HEAVY DUTY BY MANUFACTURE SPECIFIED OR EQUA TO BE SUBMITTED TO ARCHITECT FOR APPROVAL. WEATHER STRIPPING BY FOLLY OR APPROVED EQUAL. A1 I A9 ~ RECORD DRAWING ,, ' ' flllS lS 4 RF.cORD DRAIIDIG OF 'l'!II! FACILITIES IDBIITIFIIO Ill 11IE Tl TLE BLOCK OHLY AND HAS BEF.N PREPARED II PAIT ON 111E BASIS OF INFORIIATION <XIIPILED A/ID FURNISlll!D 81 OTHERS. TI!E !lNGINEER AND CIIIHER( S) WILL IIC1f BE RESPONSIBLE FOR ANY ERRORlS) OR OOSSIOl(S) lilll!ll / HAVE BEEN INCORPORATED INTO 1111S DRAWING. AC'l1JAL , COl!DITIOHS WIU. VARY Sc»IEWIIAT FRO! 111E COIIDMONS SHOWN IIERF.OII AIID AT S()IE LOCATIONS 11IE VARIANCE NAY BE LARGE II' 11IE PIIJ!CISE LOCATION OF AIIT FA!!ILlTY IS REWIRED, DIE FACILI1T SIIOIJLD BB FIELD LOCATED 11 111B PRESENCE OP All. EIIPL01EE OF 'l'BB DISTRICT OR Till Olil!ER<Sl OF '11111 UTILITIES DIVOLVBD 4 1 -0'' BUILDING BUILDING BUILDING SQUARE FOOTAGE OCCUPANCY CONSTRUCTION 2300 F-2 V-N 18'-0" 1 o· -o" 20'-0" 40'-0" 4'-0" EL=27.17 T.O.C. "-. 0 FINISH FLOOR "' TYP _ ~ - 6' -0" 4'-0" Underground Service Alert Call: TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG 5' -4" 7 /8" STUCCO 18' -0" - 14'-0" R2H ENGINEERING, INC. CONSULTINC SIRUCT\JIW. ENCINEERS 11:M:li W. BERNMDO er., SUITE 300 SAN DlmCJ, CALIFORNIA 92127 PHONE (619) 673-8416 FI\X (619) 673-6416 8" 4' -8" DOOR NO. D WIDTH 3'-0 3'-0" 5'-0" HEIGHT 8' -cJ' 8'-0" 1 O' -0" MARK OPENING SIZE WIDTH HEIGHT A 3'-0 2'-0" B 5'-0'l 3' -0" C 4' -0" 4'-0" D 2' -8" 2'-8" E 2•-ff' 1•-ff' 93'-4" 12' -0" 8" 2' -8" 4' -8" 0 - 6' -0" 6' -8" 53' 4" 93' 4" DOOR SCHEDULE DOOR FRAME DETAIL MATERIAL TYPE HARDWARE SET TYPE MATERIAL HEAD JAMB THRS STEEL W/WINDOW SEE NOTES A STEEL 4 2 3 W/ LOUVERS PAINT TO STEEL DBL SEE NOTES A STEEL 4 2 1 W/ LOUVERS PAINT TO STEEL DBL SEE NOTES A STEEL 4 2 1 W/ LOUVERS PAINT TO SEE SHEET A11 FOR DOOR DETAILS TYPE 1 1 /2" DEEP DOOR MOUNTED, BOTTOM WALL MOUNTED WALL MOUNTED, FIXED EXHAUST FAN WALL MOUNTED, FIXED EXHAUST FAN 1 1/2" DEEP DOOR MOUNTED, BOTTOM 18' -0" FAN 14'-0" 5' 4" LOUVER SCHEDULE OF EACH DOOR OF EACH DOOR 40'-0" 4' -o" EL=27.17 0 / T.O.C. I I FINISH FLOOR / TYP 18'-0" V//////////////////////77/ / / / 6' -o" 1 0' -0" 20· o" FLOOR PLAN SCALE: 1 / 4" = 1 '-0" SLOPE TO DRAIN / / I/ I/ I/ I/ I/ I/ I/ V I/ )I) 4' -0" MATCH MATCH MATCH REMARKS DOORS DOORS DOORS I I / I I I ON ADJACENT STRUCTURE ON ADJACENT STRUCTURE ON ADJACENT STRUCTURE REMARKS SEE ELEVATION SEE ELEVATION SEE ELEVATION SEE ELEVATION SEE ELEVATION ___ ,,,,,ffi 0 1T --......... 3 .. "-0 \ \ \ \ \ I ~ -----+ b I 0 \ I- b:J I :;;.. N \ C-3004-X DANIEL BOYLE ENCINEElllNG, INC APPROVED EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS 4100s r!,hc DATE BY DESCRIPTION APP'D RCE NO. DATE REVISIONS I UTILITIES E EER ~TY OF NEWPORT BEACH DATE '\•\'1,·•1(0 DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/28/96 DOLPHIN AVENUE WELL SITE ARCHITECTURAL FLOOR PLAN CITY OF NEWPORT BEACH W-5254-S Al SHEET 18 OF 55 -oO 0 ·- 20'-0" - ' 0 I . LO "' lg] ' 0 I . OJ l'-0' 8' X 8' ACCESS PANEL .... "'-, v/ "'~ B ,,._ ------:--~ Ir,. .. ',~ // / C Ir,. A2jA10 1o I . ~ ~ \ I - ,.i .. A ' 'I A2 A10' ~ if"".s:··,--.,, ,,. ;· RECORD DRAWING nr1s IS A Rl3COIID DRAWING OF 'DIE FACILITIES [DENTIFIED IN 1'11£ TI n.E BLOC[ ONLY AND RAS 8EBII PREPARED Ill PART : ON TIIE BASIS OF INFORMATION CXJIPILED AND FURNISHED 8Y , OTHERS. THE ENGINEER AND OIINER(S) IIIIJ. NOi' 11£ , ,lESPONSJBLE FOR ANY ERRORlS) ilR OMISSION(S) WIIIQI '-· HA VE BEF.11 INCORPORATED INTO ms DRAWING. AC111AL CONDJTIONS WIIJ. VARY samn!AT FRCJI 'l1IE COIIDfflOIIS SHOWN IIERllON AND AT SOIi! LOCATIONS THE VARIANCE NAY BE LARGE IF 11IE PRS:ISE LOCATION OF AIIT FACil.ln IS REWIRFJJ, l'RE FACILin Sll0ULD BE FIELD LOCATED D 'IRB P.RESDICI or AII.EIIPLOYEB OF '1'BB DISTRICr oa Till OWllllll(S\ OP 1BB UTILITIES 11\'0LYED A2. A11 V " P' ELEV +40.50 Ii I I I I ~ I Ii w ~ I Ii Cl.. .. M ., 0 ' I _J " Cf) ~ ... ... I , E " ,.i ... 'b 'b I . I ~ . ~ N ~ \ i i I ii i I 11 11 ROOF ELEV i I +41.17 \ I II T.O.PARAPET TYP +41.84 I A2. IA11 I I .. J .4 F 'A2. jA11 I - I I i I I I II I Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG II,. II ! i ! Ii I I i I I I i I ,I I ' ' I i ' " 'I ii I ' " i! ii ,, : I !I ' I ' i ' i ' I I i I I " I i i I ,i 11 •i --I I ; I I I I 3 R2H ENCINEERINC, INC. CONSU..llNC STRUCTURAL ENGltEERS 1115411 W. BERNMDO Cl'., SUITE :IOO SAN DIEGO, CM.FORNIA 112127 PHONE {819) 873-8418 FAX (819) 873-8418 i1 ii I Ii i ii i Ii i i I 1 I I I, Ir : I 11 I h II ' i ' I •I 11 ! i I 11 j! I I ' ! I i 11 53'-4" . JI ' I ! I I I ! I i ' I I ! I I I I ' .I I ii II I: 1 ·1 ii ! Ii II it ,, Ii ,, ! II I, !I 11 II I ii i Ii II I ' , i I 11 11 ii ' I j Ii i I I i I I I rl Ii :I II !i , j " I! !I ii ,, ii : ii II i! " I ' I I 11 II ' ' : I I I: 11 11 11 !/ i / I / y II 'I I I ii ! I " " " 'I I, i I ii " 1: I !: !: I j, I Ii 1i II li I • I ' i I I I I 11 I , 11 I ij , ,! I !1 i " I II ii " I! II KEY NOTES DJ FLAT ROOF: SEE DETAIL 2 SLOPED ROOF METAL WORK: PAINT -BLUE TO MATCH ADJACENT STRUCTURES 3 STEEL FASCIA: PAINT -BLUE TO MATCH ADJACENT STRUCTURES; SEE ELEVATIONS AND SECTIONS [TI PARAPET: SEE DETAIL 5 LOUVERS AND FRAMES: SEE SCHEDULE IT] DOORS AND FRAMES : SEE SCHEDULE [TI METAL FLASHING: PAINT TO MATCH ADJACENT STRUCTURES [I] CURVE W/ 4 FOOT RADIUS []J INTERIOR MASONRY WALLS 10 DRAINS - [DJ PARAPET TO GABLE: SEE ELEVATIONS AND SECTIONS 12 8' X 8' BILCO TYPE 'D' ACCESS OR EQUAL: SEE DETAIL ON SHEET A 11 I,~ lw I CL lo _J ! (f) [ Ii I 1 Ii 11 'N ~ .. I-----, 11 !: ;; T.O.BEAM Ii / +4o.77 ii I/ I"\ " ~ w~ Cl.. _.' on _J" Cf) ~ 20'-0" 10 & I I I 8' X 8' ACCESS PANEL _ .,,---DOWNSPOUT ,/ ?'-0' ROOF SCUPPERS [',.~ ~-BUILT UP ROOF CRICKETS W/ 2% SLOPE TOWARDS SCUPPERS AND DOWNSPOUTS ~------j 4 8 \ \CORR/GATED ~CMU WALL \_SINGLE PLY STANDING SEAM RIGID BOARD STEEL DECK ROOFING MEMBRANE METAL ROOF PANEL INSULATION ROOF PLAN SCALE: 1 / 4" = 1 '-0" DANIEL BOYLE ENGINEElllNC, INC. ID/vii /\ " " ~ R£ca!2.0 DRAWrM6S DA TE BY DESCRIPTION APP'D 41005 ~ /:s J,rc t---~~-----------~--1 RCE NO. DATE REVISIONS RIGID CORRIGATED STEEL DECK INSULATION ORI R.C.E. NO. 46214 EER CITY OF' NEWPORT BEACH DATE "I -I fl - DESIGNED RFH DRAWN RCA Cl£CKED RCH DA TE 8/28/96 C-3004-X EQUIPPING OF DOLPHIN A VENUE AND TAMURA SCHOOL WELLS DOLPHIN AVENUE WELL SITE ARCHITECTURAL ROOF PLAN CITY OF NEWPORT BEACH W-5254-S A2 SHEET 19 OF 55 ~ ~ D ~ -~ ~ :Jl; 0 }> r ',i 0 Tl z " -- :r g CJ ~ 0 'ii c,: u 'U m O " " ro v < 4 z a C z 7 - 0 I "' V1 ~ (v ' . \ . '-, fD r / ~ © / " ~ / " / - ffi8 4 1 1 --,_ --~ ' ffi --~ ' ' © b I (l} ' ' '-, RECORD DRAWING l'IIIS IS A Rm>RD DRAIIIIIC OF 1111! FACILlTlES IDElfl'IF I.ED DI m nn.1 BLOCl ONLY AND HAS em PREPARED (II PART • OIi t111i BASIS OF INFORMATION COMPILED AND FURNISHED 8Y OTHBRS. 1111 ENGINEER AND (lll!IEK(S) WILL Nm' BE ll!SP(IISIDI.E FOK ANY ERRORlS) tlR OIIISSION(S) lllllat RAVI! 111!1!11 IIICORPORATBD IRTO TIIIS DRAWING. ACTUAJ. CONDlTIOIIS WIU. VARY SOIEIIIIAT FROM nl! CONDITIONS SllOIIII IIER8lll A11D AT SIJIE LOCATION~ THE VARIANCE MAI BB LARGE IF mE PRJ!X:ISE LOCATIOII OF ANf FACILlTI IS RmlIRBD, DIE FACILlTI SHOULD BE FIELD LOCAT!ID Ill fllE P.RESENCI a, All. l!IIPLOYE! OF 'DIE DISTRICT OR M ()W?IEJUSI OP 'l'BB UTil.1TIES DVOLVBD Q_ ~ ;-ill ½iJ0 I I '\ \ 'b I :,._ \ I :..._ -I ~ n ' / E!XD -~-c~-L~-: 7_1~-. _ 1 .-~-.~_E_V_A_T_IO_N __ ---10 2 j 1 ■ 3 [I] 0 -~-c?-L~-: ~-;~-. _ 1 .-~.-~_E_V_A_T_IO_N __ ---10 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG R2H ENGINEERING, INC. CONSULllNC STRUCTURAi. ENGINEERS 1115411 W. BERNARDO er. SU!TE JOO SAN DIEGO, CI.UF0RNIA 92127 PHONE (819) 873-8418 rAX (619) 67J-8416 © LEGEND ffi SEE DOOR SCHEDULE; SHEET A 1 0 SEE LOUVER SCHEDULE: SHEET A1 OJ SEE KEY NOTES 1 1 fD / / ~ " / ffi8 " KEY NOTES 1 FLAT ROOF; SEE DETAIL 2 SLOPED ROOF METAL WORK: PAINT -BLUE TO MATCH ADJACENT STRUCTURES 3 STEEL FASCIA: PAINT -BLUE TO MATCH ADJACENT STRUCTURES; SEE ELEVATIONS AND SECTIONS [I) PARAPET 5 LOUVERS AND FRAMES: SEE SCHEDULE C[J DOORS AND FRAMES : SEE SCHEDULE [I] METAL FLASHING: PAINT TO MATCH ADJACENT STRUCTURES []J CURVE [[] INTERIOR MASONRY WALLS AT ELECTRICAL ROOM 10 ROOF SCUPPER AND DRAIN PIPE 11 PARAPET TO GABLE: SEE ELEVATIONS AND SECTIONS 12 8' X 8' BILCO TYPE 'D' ACCESS OR EQUAL: SEE DETAIL ON SHEET A 11 fD 'ix:, Q_ I >- ...J-f- 0 Q_ / I ~ . n / '-, ~ 0 Q_ ~ I >-. f-, / b Q_ ~ / I ~ . ' 0 Q_ I i':: n " / 4' -8" ffi8 1 O' -0" ~ T.O.RIDGE BEAM 1 1 4 "' +40.77 ~' r --'Y/ . ' ' ,. ,· . . . / " . ,. . ' & • ' ' ~.-. ' LA-. . . ' © '; . •. • . , c !' •/ . . ·lif . DANIEL BOYLE ENGINEEJllNG, INC. /D/97 ~Dw 41006 ,,J-,/91 ~CT MANAGER RCE NO. 'D'ATE DATE ev DESCRIPTION REVISIONS TOP OF PARAPET$ +41.84 TOP OF ROOF ..... +41 .17 "° TOP OF OPENING~ +37.17"° TOP OF FLOOR SLAB +27.17$ APP'D APPROVED Ml AEL SI I R.C.E. NO. 46214 LlllES ENGIIEER CITV OF NEWPORT BEACH DATE -l .cu,,. DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/28/96 / / ffi8 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN AVENUE WELL SITE EXTERIOR ELEVATIONS CITY OF NEWPORT BEACH W-5254-S A3 SHEET 20 OF 55 -C, ,- U1 (.JI .. • i------- • I ! I I ! __ L___ - - - -' _____ [ __ , ____ j _____ _ --7--·--r---·: -----r-----1·----;-• ! I I I I ------------------1 __ 1 -~: ___ : __ .-.J __ _ ·r I I I- w ---~.,, ', I \ I \ II I ;,-----: I I I -1-------_I_ ------li ,/_.---·-ry----,\ __ ) ___ ~---~~~ : j_ ; ....... ,J .. ___ 1_ ~--"-11--11 ------'. -i,, .. ,,r,~---,.~~\_::::::;;_)' •. . .. ·---·-J; -_-_-----'------~~--· ~-,-'-· -' ,"/\',_ ' _I ________ ··"1'''' "·--1-'TT ___ ,.l --,---c--r--'----~l-i!I \_ c/ '-i/ -' / --""" •·---~-~-~~--"----c-~ ----~---.,-, ... [ -------------~-~--~~ I -~-----------· ---·· -~-----L.I I I L -----------r---I ---I I --.----~~~~~~-·--···-f _______ ,_· 1·r~-. --It-II -ic-l~- 1 tr i:-- : . 1,__:_J. _-- ------- . i - -r-lHl--~~I'-' --------- 12" 1 / 4" ' SECTION SCALE: ¼."=1'-0" ANGLE T.O. PARAPET $ +41.84 STUDS CUT @ I BEAM ,_ ---~------1 T-----,- ~--~-- !--,----------------------- CORRI GATED STEEL DECK FLAT ROOF i -----~--------~ J~--~-~--, ----------------------,- I I ... I . .L. __ ~_ 12" __ , '., .. , ·-' ---------'_,, _____ _ ' I I ••• I - --~ ··-----~~-~-----·I _____ ---,_I_ .. ----7--·1 -··1··--------------'-·1··- PARAPET FRAMED IN METAL STUDS I ___ L ____ J __ ~-------' 1. +41.84 T.O. PARAPET$ A4 A9 ,,,. ---- I I ...... , \ \ T.O. PARAPET$ +41.84 T_Q_ FLOOR _ SLAB $ ' l ----' - ' -_I __ i ___ j -I --_, -·~ ~ •- I i ~----------------;--·- r ~ • I -I------·•--~"'' I , I ! ------·------ ! __ __l_ _____ L_ -~-~-~-'-fl-+-tl I I I i , -I ~-----------·-··-------------,-1 I • i I -1 t,--rrr, "", • I I I ' I I ' ' ' ,~ -·--· ' ELECTRICAL ' ' ----- T.O. PARAPET$ +41.84 6', +40.77 'i" I T.O. WALL$ -u +38.50 PANEL -, GRADE ,-! Ill-If-~~---- , , I I .. T I ! .... ,. SEE ELECTRICAL DRAWINGS ~- --"'~1, -'-I ff~ 11 SECTION SCALE: ¼." = 1 '-0" )j~~, --- '.] RECORD DRAWING ,, fHIS IS A RECORD DRAVDIG OF...., o•-.-1...,_ '' lll TH! TI1LI! '"" ._,.....,. .....,uFlED !'1l ON 111E BAfilS ~~T~ ~8f:: PREPARED [# PAiT : OTIIERS. nm ENGINEER AND CWER(S} WI~D ~a:SIIED IIT ', l!ESPOHSIBLE FOR ANY ERROR\S} ,JR OOSSIOll(S) IIIIIal , RAVI! BEEN INCORPORATED INTO 1111$ DRAWIIIC ACTUAL CONDJTIONS WILL VARY SOHEIIHAT FRO! 11IE COllll OllS SIIOIIN IIEREON AND AT SOME ~ :iu~~ ~ ~I~I~~i~ ~ ~i:ffi~\s ::foov, ~~~?EE OF 'l1IE 01~% ~~ IN 11fE '""' uu..,.nllS INVOLVED It"", •• / / / T.O. FLOOR SLAB $ Underground Service Alert Call: TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG -----~' -----':. -_J L i I T.O. FLOOR SLAB $ +27.17 SECTION SCALE: 1/4" = 1 '-0" DANIEL BOYLE ENCINEEllING, INC. ,,, R2H ENGINEERING, INC. ,iii:! ·OD =::~::.::: SAN DIEGO. CALIRJRNIA 921 27 - _ PHONE (819) 1173-8418 FAX (819) 873-8418 4100s 1 hire DATE BY DESCRPTION ECT MANAGER RCE NO. DATE REVISIONS I -I FOR PANEL INFORMATION ~ ,11m"'~IIIIIIITTIII 1i1 I I .; ~ I f----=, n"1b, ,_1 _,, 1m,, ,_1,,. -I ·- ~ I ! { SEE TYPICAL DETAILS f--tl...111'--1 ' : I 1----·--FOR EQUIP PAD VAPOR BARRIER I I -I ' ~ i T.O. FLOOR SLAB$ I -1·---ii I lllccll • ' -.. - ' -I l=I ..!];:JI 1: Ii' 11f +27.17 \ -=Ill~ =Ill V' \ l=:::JI 111=1 ¾I I !fn3n~[I' ' ' I "llc-;L -;IV I _III_II SECTION SCALE: 1// = 1 '-0" APP'D APPROVED HAEL R.C£. NO. 46214 UTILITI E~GINEER CITY OF'-NEWPORT BEACH DATE "I• l'<>-<11, DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/28/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL DOLPHIN AVENUE WELL SITE BUILDING SECTIONS CITY OF NEWPORT BEACH W-5254-S A4 SHEET 21 OF 55 - 0 t "' V1 NOTES: HARDWARE SET -EACH DOOR TO HAVE: 3 HINGES -STANLEY (FBB168 6"x5") 1 LOCKSET -YALE (AUR-874FL-2196) 1 CLOSURE PLUS -NORTON (CLP8501-DA) 1 KICK PLATE -TRIMCO (2" x5") 1 LATCH GUARD -MAR (ML930SS) 1 DOOR SWEEP -PEMKO (3452CP) 1 SET SEALS -PEMKO (303AS) 1 THRESHOLD -PEMKO (27A) ALL HARDWARE SHALL BE HEAVY DUTY BY MANUFACTURE SPECIFIED OR EQUAi TO BE SUBMITTED TO ARCHITECT FOR APPROVAL. WEATHER STRIPPING BY FOLLY OR APPROVED EQUAL. LEGEND ® DOOR 0 LOUVER I/////I CMU BRICK VENEER METAL STOREFRONT VENEER 29'-4" 9'-4" 2" 3' -0" 5'-o" ;....,,-l-------- I BUILDING SQUARE FOOTAGE 2300 0 I \ \ \ \. ' ® "::;,- I ' I I / / / - /5 ✓- ( I \ A5 IA10 I/ V I/ I/ V V I/ I/ V I/ 3' -8" SLOPE TO DRAIN 4'-0" BUILDING BUILDING OCCUPANCY CONSTRUCTION F-2 V-N 5' -0" I 10•-rf' 3'-0" 5' -0" 4' -0" 3' -4" - 0 ... 'I 7'-4'' 5'-4'' 2'-8" 40' -0" "RECORD DRAWING MS IS A RmlRD DRAWING OF TIIE FACILlTIES IDEttnFIEI> Ill THE Tllt.E BLOCK ONLY AND RAS BEElt PREPARED IN PART OH ffll! BASIS OF INFORMATION COMPILED AND FURNISHED 61 OTHERS. TIIE ENGINEER AIID CIWIIER(S) WILL IIOT BE. llESFOIISJBLE FOR ANY ERROR\S) ilR OHISSION(S) WHICH HAVE BEEII INCORPORATED INTO mrs DRAWING. ACTUAL COIIPJ TIONS WILL VARY SOIIEIIIIAT FROM l1IE CONDITIONS SHOIIN HERF.oN AND AT SOME LOCATIONS mE VARIANCE IIAY BE LARGE If TIIE PRECISE LOCATION OF ANY FACILITY IS RF.OUIRED, l1IE FACILITY SHOULD BE FIELD LOCATED IN TJlll l!RESENCE OF All. FJIPLOYEE OF THE DISTRicr OR THE 1 Olil!ElliSl OF THE UTILITIES INVOLVED Underground Service Alert ... B AS AB " - ,::>, ' 11,,, ( C , .. \AS A8 ,, II" 10'-ff' '. .~ Call: TOLL FREE = -. 1-800 R2H ENGINEERING, INC. -,]'"":'; u CONSULTING STRUCTURAL ENCINEERS ; ., 11545 W. BERNARDO er .. SURE 300 .. ·~~-rr -:x=::~;;:~:27 422-4133 'TWO WORKING DAYS BEFORE YOU DIG 3' DOOR SCHEDULE DOOR DOOR FRAME DETAIL REMARKS NO. WIDTH HEIGHT MATERIAL TYPE HARDWARE SET TYPE MATERIAL HEAD JAMB THRS ~ 3'-0 8' -o" STEEL W/WINDOW SEE NOTES A STEEL 4 2 3 W/ LOUVERS PAINT TO MATCH DOORS ON ADJ BLDG 3'-0" 8'-0" STEEL DBL SEE NOTES A STEEL 4 2 1 W/ LOUVERS PAINT TO MATCH DOORS ON ADJ BLDG r.!?-5' -0" 1 O' -0" STEEL DBL SEE NOTES A STEEL 4 2 1 W/ LOUVERS PAINT TO MATCH DOORS ON ADJ BLDG SEE SHEET A11 FOR DOOR DETAILS LOUVER SCHEDULE MARK OPENING SIZE TYPE REMARKS WIDTH A > 3'-0 B ) 5' -011 C' 4'-rf' 0 D > 2'-8" E ) 2'-6" 15' -9" 6' -8" 2'-8" 6' -8" / / / / / / / / / / _J / <( 0 / 0:: / I-/ 0 w _J / w / / ;/ / I/ ...... .oil G ~ i/ I/ A5 A9 I/ -b I FF ELEV I"'} 24.66 TYP b I "' /// I /\ I \ / ' --~ --/ EB' © \ 6'-0" 2' -8" 6'-8" 2' -ff' 12•-o" 3' 93'-4'' 0 ECT MAN'ii:ciER HEIGHT 2'-0" 1 1 /2" DEEP DOOR MOUNTED, BOTTOM OF EACH DOOR SEE 3'-0" WALL MOUNTED SEE 4' -a" WALL MOUNTED, FIXED EXHAUST FAN SEE 2' -8" WALL MOUNTED, FIXED EXHAUST FAN SEE 1 '-6" 1 1 /2" DEEP DOOR MOUNTED, BOTTOM OF EACH DOOR SEE 9' -4" 29'-4" 3'-4'' 4'-0" 5'-0" 3'-0" 5'-0" 5'-0" 3'-0" ~2· i--='--------'------+-----'-------=-+-'------=----=---+-==----=---1-----='-------=-----1-----=--=-----+-=-=--f-=-I~ ( 5" \-1- 1 o· -8" 2' -8" 5'-4" 10•-o" 4'-0" 40'-0" FLOOR PLAN SCALE: 1 / 4'' = 1 '-0" APPROVED ~-1JJ/, )l'CHAEL .C.E. NO. 46214 UTILmE~NEER /D/C!7 CITY OF NEWPORT BEACH DATE "I • 1 ,;, •'II. DATE BY DESCRIPTION APP'D DESIGNED RFH DRAWN RCA 41006 ELEVATION PAINT TO MATCH DOOR ELEVATION PAINT TO MATCH DOOR ELEVATION PAINT TO MATCH DOOR ELEVATION PAINT TO MATCH DOOR ELEVATION PAINT TO MATCH DOOR 'b 0 I 0 ~ 'b I @ v N • " -......... ~ N I . ~, 1--..i ...____ ~ ~ I (J;) \ \ I.. I C-3004-X EQUIPPING OF DOLPHIN A VENUE AND TAMURA SCHOOL WELLS TAMURA SCHOOL WELL SITE ARCHITECTURAL FLOOR PLAN CITY OF NEWPORT BEACH W-5254-sl A5 RCE NO. 'i /,/.,, DATE REVISIONS CHECKED RCH DATE 8/29/96 SHEET 22 OF 55 ' m m " • □ ' -~ ~ ~ z !" n ~ C ~ Q ~ z " !~ ►~ • .!l- £11 I u ,- 0 " C, 8 0 JI D □ "" ~ 0 ~ ~ z o ~--z "' 'lo I . (0 'lo •o I ~ CXJ -----t<"J ~ I'- I l() N 'lo T.O. WALL , +36.00 ..,. I !I I If ' ]! !I I II 11 I I 11 I I ! ' I I l ~ I I : I I I ' I I· I 1I I I I ' i ' I I ' I ' :1 RECORD DRAWING 11 11 I .I II ,, ' ••• ffilS IS A RECORD DRAVIIIG OF '111! FACILITIES IDPM'IFll!b " Ill THE nu BLOCl ONLY AND HAS Bl!FJI PREPARED IN PART ta' ON TIIE BASIS OF INFORMATIOII COIPILED AND fURNISHE1> BY 11 OTl!1!RS. 11IE l!!IGINEER AHD OWNER(S) WILL NOi' BE ;, RESPONSIBLE FOR ANY ERRORlS) .:>R OIIISSION(S) WIIIOI , HA Vll BEFJI INCORPORATED INTO TIIIS DRAWI!IG, AC'lllAL '. CONOl TIONS WILL VARY SOHMAT FRIii THE CQIDITIOIIS e Sl!Ollll IIEJIBON AND AT SIJIE LOCATIONS 'DIE YARIARCB IIAT ~,., 1:18 LARGE If TIIE PRECISE LOCATION OF ANT FACil.lTI IS REOUIRED, l1IE FACILITY Sl!OOLD BB FIELD LOCAT!!I) II TIii PRESENCE OF AN. EIIPIDYEB OF '111B DISTRlcr OI 11IE . O'IOOll!iS l OF THE UTILITIES INVOLVED ·,~, --1:lilllllllllll!lllllllll!lllllllll!lllllllll!lllllll--------!lllill ''\1.::.I~,·. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 94'-0" STANDING SEAM METAL ROOF RIGID BOARD INSULATION ~ A6 A10 / CORRIGATED STEEL DECK ~ R2H ENGINEERING, INC. • CONSULTINC STRUCTURAL ENGINEERS "~[HJ 11 ~ W. BERNARDO er .. SUIIE 300 6)1 SAN DIEGO, ~NIA 92127 . ,.,~"ZS =NE ~11:~ :;:=:;: CUTAWAY SECTIONS OF ROOFING MATERIAL TO REVEAL EDIFICE BELOW 'C' CHANNELS _DANIEL BOYLE .ENGINEERING, INC 4100s 'l/1/.rc DATE BV RCE NO. DATE DESCRIPTION REVISIONS STRUCTURAL STEEL 1 2 3 4 5 6 7 8 9 10 KEY NOTES STANDING SEAM METAL ROOF EAVE CHANNEL: PAINT BROWN TO MATCH ADJACENT STRUCTURES METAL FLASHING INTERIOR MASONRY WALLS LOUVERS AND FRAMES: SEE SCHEDULE DOORS AND FRAMES: SEE SCHEDULE BRICK VENEER, SEE FLOOR PLAN/ELEVATION STOREFRONT VENEER TO MATCH ADJACENT STRUCTURES 8' X 8' "BILCO" TYPE 'D' OR EQUAL, SEE DETAIL SHEET A 11 8,-0" --------1-----<~ 'o I ... N 'b ROOF PLAN ~ CHAEL I .C.E. NO. 46214 UTILITIE~'""'EER CITV OF NEWPORT BEACH DATE .1'1,•"ll.o APP'D DESIGNED RFH DRAWN RCA CHECKED RCH DATE B/29/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA SCHOOL WELL SITE ARCHITECTURAL ROOF PLAN CITY OF NEWPORT BEACH W-5254-S A6 SHEET 23 OF 55 --------------------·~ ------~. -·~--______________________________________________________________________________________________ __J y Q l1l l1'I [I]n n n n n n n n n n n n n n n n n n n n n n I OJ n n n n n n n n n n n n n 2 [I] IT] [TI [I] 2 $T.O. FRAME +36.00 IT] • I = -= = m -= - = / -= / ' / -= -/ -I/ = --= ~ -= -= = -= ' / ffiG) n n n n n n n n E C: C: = E = t:: E = m E E = E = C: = = C: -= [ --- ,_ -/ / / -V -I~ -----' / ~ ' > n r n n n n r n n '© I • - - [ I m --j - ' ' ~ ,-r -- ' ~ / ' ffiG) n I ' ' I --- -r --,- [I] © n ' J IT] - n n n n n n n n [I] T.O. WALL~ (I] +38.00 -~-c~-L~-= T_¼_" -~-.L-~_V_A_T_I_O_N ___ 0 I :.(~' • -RECORD DRAWING •• l'l\!lS IS A RECORD DRAVIIIG OF 'ml! FACILITIBS l91!M'IF!Ell OI 11IE TilU BLOCI ONLY AIID HAS BEl!II PREPARED IN PART OR TRI BASIS OF llffllRHATIOII cx»IPILED AllD ftJRNISIIBD SY OTHERS. 11IE ENGINEER AIID OWNER(S) WIU. NOT B£ RESPONSIBLE FOR ANY l!RRORlS) ilR OHISSION(S) VHiat RAVE BEEN INOORPORATED INTO THIS DRAWDIG, ACllL\L . COIIDJTIOIIS WILL VARY SIIIEWIIAT FRO! 'l1IE OOIIDlTIOIIS SIIOllll IIEIIJlON AIID AT SOIi! LOCATIONS THE VARIANCE IIAI Ill LARGE If 11IE PRECISE LOCATION OF A11Y FACILl'ff IS REIJUIRED, 11IE FACILI'IT SIIOOLD BE FillLD LOCATED II 'IBB P.RESENCE OF All.l!NPLOYEII OP 'l'BB DISTRICT OR Till ,· , Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG n n ---- m 111 ----- I [I] / \ / I/ \ b [}_ I\ I I ~ CX) -0 ~- ' \ / ffi® n n n n n n n n n n n n n n n n n n n n n n n n n n --~ ' 0 [I] m 'b Q_ I ~ ' CX) ' -~-c~-L~-: !-1~-.. _ 1 .-~-.~_E_V_A_T_IO_N __ ---10 $ T.O. WALL +38.00 [I] I CD R2H ENGINEERING, INC. CONSU.TINC SIRIICTUIW. ENGINEERS 11546 W. BERNMDO er., SUIT< ;ioo SAN OIE"GO, c.<LF0RNIA 92127 PHONE (819) 873-8418 FAX (819) 873-8418 ' m ,/ I~, / ~ / ' ~ ~ / " / ffiG) / I ~DANIEL BOYLE ENGINEERING, INC ,QBE~ Ii • /" NO D . No. B xp. ,/ j,) -~~~ .-· OF CALI 41006 '7 /,/-re RCE NO. DATE n n n n n n n n n ' n n n I = Er = f==t- Er = Er Er = E = = = = = = = Er = = = = = ~ --- n n n n n n n n n n I I © 'N I '° T.O. FRAME$ +36.00 T.O. FLOOR SLAB $ +24.66 [I] / / ' / / ' / ffiG) n n n n I [I] t----t---+-----------+------, DATE BV DESCRIPTION APP'D REVISIONS n ~ ' n n n ~ / n II I n n n [}J ____ T_.O_.--=W=-=-A---=L--=-L--!"'4>1..-+38_00 g, -IT] --= -= -= --= = --= --= = -= ~ = ~ -= - n n n n IE E IT] t:: = E = C: E C: = E = C: = = C: E - - OJ 2 3 IT] 5 [I] 0 [I] 9 10 [I] 3 2 [TI ___ T._O._W_A_LL---,4>.,,._ +36.00 g, (I] T.O. OPENING +25.66 LEGEND ffi 0 SEE DOOR SCHEDULE: SHEET A5 SEE LOUVER SCHEDULE: SHEET AS KEY NOTES STANDING SEAM METAL ROOF EAVE PAINT BROWN TO MATCH ADJACENT STRUCTURES METAL FLASHING MASONRY WALLS LOUVERS AND FRAMES: SEE SCHEDULE DOORS AND FRAMES: SEE SCHEDULE BRICK VENEER: SEE FLOOR PLAN / ELEVATIONS STOREFRONT VENEER: TO MATCH ADJACENT STRUCTURES 8' X 8' BILCO 1YPE 'D' OR EQUAL: SEE DETAIL SHEET A 11 APPROVED C I R.C.E. NO. 48214 UTLITIES EER QTY OF NEWPORT BEACH DATE q.,~-C\fo. DESIGNED RFH DRAWN RCA CIECKED RCH DATE 8/29/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TA MURA SCHOOL WELL EXTERIOR ELEVATIONS CITY OF NEWPORT BEACH W-5254-S A7 SHEET 24 OF 55 ..s,.... u, '11 $ I . +38.00 ~ ~ TO WALL r I i I I I I l I 1 I 1 I . I I I I I . i I I L ,-I I I I ' I I I r L ' STANDING SEAM METAL ROOF L JI J ! 1 • 1 I I • I I I .. L I 1 rr•-·/~ I I / I I ./ I I / '· i I i I I ~// ' ' I ' I I ' ',,,'" ... ,,, I I r·· ! I i I I J I I I i I I I L ~ I I T . f- I ·-,- T.O SECTION SCALE: ¼."=1 '-0" • ROOF$ +36.00 I I I i I :, //,/ ,. t 1 1 1_L I '• ,- i L I I ' I ' '·, ' ' ,-I I I I I I I I I I i I I I I I I I T.O. FLOOR ' SLAB H, I I I I I +24.66 'I I l!l.cITT ' ~Ill ·"'111wr 'I 'J1 ~ w .,, IC SECTION ~. dmi!liiilll r • --;-; -• 1 1 cna1;,..i..k~ . i RECORD DRAWING :., f fills IS A RECORD DRAVIIIG OF 'l'BI! PM:ILITIES llll!I\TIFIED j DI nil 1111.£ 111.0Cl ONLY AND HAS 111!1111 PREPAREJ) [N PART • 011 TIIE BASIS OF lNFORHATION CtllPILED AND f1JRNISHl!D SY OTHl!RS. 11IE ENGINEER AND MER(S) WIU. N01' BE RESPONSIBLE FOR ANY ERRORlS) ,JR OHISSION(S) WHICH ' HAVE BEEN t!ICORPORATBD INTO THIS DRAWING. ACTUAL ' CONDJTIONS WIU. VARY Sll1ElillAT FRIii THE cammONs SHOWN IIERSIII AND AT SOIE LOCATION!l 11IE VARIANCE NAY BE LARGE IF THE PRPl:ISE LOCATION OF Alff FACILln IS REOIJIRED, l'RE FACILlTY SIIOOLD BE nELD UlCATED Ill nm !'RESFJICI OF All.l!NPWYJ!B OP 1'IIB DiffilCT OR Till OWNEl!iSl OF 'IBB llTlL1Til!S DmUED I I ' ' I I -, / I -,~ // _l_TI I I Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG I I I I ' -, I ~I I iillWJ i" 'nf"" fiJ I lfT 'I'm Cl . ' R2H ENGINEERING, INC. fpJ~iEr" ~-:::i:i~=== CONS\JLllNO STRUcmJRAL ENGINEERS 11546 W. BERNARDO CT .• SUITE 300 ""' DIEGO, CILFOANIA 92127 PHONE (819) 673-841B FAX (819) 873-11418 STANDING SEAM METAL ROOF ROOF ~ T.O. +36.0 0 ~ - 11 IEITT1 Tr!k,ltll 'I J 'TL I ' • i I I I ' I ' ~J I I I I ' I ' I I I I i I ' i I I i ! -. I I i ! I I i i I ' I I I "T ·--I I I I ' I I I ' i I I I I i I I I I i I I ' I ! I I ' I ,-_IL.T' . : I I I I I I I r I r r I ' I I i i ,-I ' I I I I I I I I I i l I I I I ' I I I I I i i I i ---1 I --r-• .T. I I I ' i ' I i ' ,111'-' 'r I II' ' SECTION SCALE: 1/ 4" = 1 '-0" 1!,ANIEL IIOYLE ENGINEElllNC, INC. 1---f----+-----------+------j ~GER APP'D ~ L /__ DATE BY DESCRIPTION 41006 Uu.!L t--~-~-------------~-7 RCE NO. DATE REVISIONS ! ,. I ' i I I I I I I I I .. I I -' ' I ' I J ,- I I ' ' I LI I I I I I i I I ' ' : I I I I I I I l I Jr I / I n' i : ' I I I i---- ' ' L I I I . I -- i,I ---h I I ! I I\ ' i I I . I' \ I I ' I I i \ • i : i_ I ' I \1 I I , I--,-- ' \! I r-111111 □ 1 11 I -1 E 1\Wnf! ftll l[T I' APPROVED R. E. NO. 46214 UTLITIES E ER CITY OF NEWPORT BEACH DATE -,'\.- DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 T.O. WALL$ +38.00 T.0. FLOOR SLAB $ +24.66 TO WALL . ~38.00 $ T.O. FLOOR SLAB$ +24.66 C-3004-X EQUIPPING OF AND TAMURA DOLPHIN SCHOOL AVENUE WELLS TAMURA SCHOOL WELL SITE BUILDING SECTIONS CITY OF NEWPORT BEACH W-5254-S AS SHEET 25 OF 55 u \: z :,; Q 0 " n m 0 0 u 1' 0 .,, m 0 u ~ ~ z 5 C z < m m u 0 ' ll " ~ z m n b -~ 0 u Os b ,: Q STANDING SEAM METAL ROOF PANEL 3/ 4" RIGID INSULATION CLIP PER MFR. SPEC. WATERTIGHT SEAL ~ "KNEE CAP" "" STANDING SEAM ROOF\ FASCIA PANEL CLIP PER MFR. SPEC. NEOPRENE CLOSURE GUTTER_/ (FRONT ONLY) DRIP FLASHING STUCCO DOLPHIN 8" EAVE TRANSITION 1 1 /2" CORRIGATED STEEL DECK CMU 'co I """ B A9 A10 I ' r-~ rF \ ~ > T .. I CAP PLATE CUT IN FIELD TO FIT PER MFR SPECS FASTEN PER MFR SPEC. 1 1 /2" CORRIGATED STEEL DECK 0 0 0 DOLPHIN RIDGE SECTION STANDING SEAM METAL ROOF W/ CLIPS SPACED AS REQ'D PER MFR SPECIFICATIONS 3/4" RIGID INSULATION RIDGE BEAM NON SHRINK GROUT ANCHOR BOLT t---8" THICK CMU WALL J STEEL BEAM ' i RECORD DRAWING 1'1>rrs lS A RECORD DRAWING OF 'l1IE FACILITIES IPElfflFIED Ill TH£ TITLE BLOCK ONLY AND HAS 11E1!11 PREPARED IN PART ON nil! BASIS OF INFORMATION COMPILED AND FURIIISHED ar OTl!l!RS. mE ENGINEER AND OWIIER(S) WIU. NOT BE RESPONSIBLE FOR ANY ERRORlS) ,JR OHISSIOH(S) IIHiat RAVI! BEEN INCORPORATED INTO 1111S DRAWING. ACTUAL COlilllTlOIIS WILL VARY S<JIEWIIAT FRCJI 111! COIDfflOIS SHOWN HEREON AND AT SOME LOCATIONS TIii! VARIANCE NAY BE LARGE IF 11IE PIICISB LOCATION OF ANY FACILlTr I8 R!OUIIIED, l'IIB FACILl'lT SHOULD BE nBLD LOCATP II 181 PRESENCE Of All. EIIPIDYD OF m DISTIIC'1' 01 TIii Ol,IIIEIUS, OP 'l'BI ll'rD.lTIBS InUBD STANDING SEAM METAL ROOFING 3/ 4" RIGID INSULATION 1 1 /2" CORRIGATED STEEL DECK CMU NOTE: STEEL ANGLE SEE ARCHITECTURAL ROOF PLAN FOR ROOF SLOPE SEE STRUCTURAL ROOF FRAMING PLAN FOR STRUCTURAL STEEL 'o 11===: SOLID GROUT 'o . N / ll=====a \ 'o N I ------ 1 '-6" DOLPHIN PARAPET WALL SECTION SCALE: 3/4"=1'-0" Underground Service Alert RIDGE DETAIL Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG R2H ENGINEERING, INC. .. ,:f'lli]"' CONSULTING SIRUCnJRAI. ENGINEERS 115411 W. aaat.1RDO er .. SUITE JOO SAN DIEOO. CAURINA 92127 •~•,5'> , .· PHONE (819) 673-8418 . _, '8 FAX (819) 873-8418 'o I """ 'lo "st- I . ~ . \ • N 7 /8" STUCCO W/REVEALS - SEE ELEVATIONS/ SECTIONS FOR DIMENSIONS FLASHING WATER PROOFING i----~ 8" THICK CMU WALL ti====: SOLID GROUT AT RETAINING WALLS ~ WHERE OCCURS -...._..._111===: 1 '-6" DOLPHIN PITCHED ROOF T.O. FLOOR SLAB 'lo +27.17' Al A9 A4 A9 SCALE: 3/ 4" = 1 '-0" WALL SECTION~ A1 A9 DANIEL JJOYLE ENGINEEIIINC, INC. 1--------1---+-----------+---l ~AGER 41006 '1',<jft, RCE NO. DATE DATE BY DESCRPTION APP'D REVISIONS 3 A9 A9 -.......... I \ le====ll / '-- □ ' STANDING SEAM METAL ROOFING RIGID INSULATION 1 1 /2" CORRIGATED STEEL DECK I I 8" THICK CMU WALL i-,~-SOLID GROUT B □ □ □ □ □ □ B NOTE: (/) w a:: ~ 'lo ~ SEE ARCHITECTURAL ROOF PLAN FOR ROOF SLOPE SEE STRUCTURAL ROOF FRAMING PLAN FOR STRUCTURAL STEEL INTERIOR WALL SECTION SCALE: 3/4"=1 '-0" APPROVED ,, ~~ UTILITIES GINEER CITY Of' NEWPORT BEACH DIITE °l••'S· DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN & TAMURA WELL ARCHITECTURAL DETAILS CITY OF NEWPORT BEACH W-5254-S A9 SHEET 26 OF 55 "' V1 COPING~ CMU-----------'"'.-=- STUCCO ----------- DOWNSPOUT 2" DRAIN~~ LINTEL WATERTIGHT ALUMINUM FLASHING AROUND BOTTOM & SIDES OF 8" x16" OPENING DOLPHIN SCUPPER DETAIL SCALE: 11/i' = 1 '-0" CAP-BLUE TO MATCH ADJACENT BUILDINGS $ EL 41.84 7 /8" STUCCO DOLPHIN CANT STRIP FLASHING CMU ROOF MEMBRANE RIGID INSULATION 11/i' CORRIGATED STEEL DECK EL$ PARAPET PARALLEL TO DECK@ SCALE: 1 1/2" = 1 '-IT' CAP-BLUE TO MATCH ADJACENT BUILDINGS $ EL 41.84 CANT STRIP FLASHING 10 ROOF MEMBRANE RIGID INSULATION BRICK VENEER TO MATCH ADJACENT BUILDINGS 1 ½" CORRIGATED STEEL DECK 7 /8" STUCCO f=l==+~~~~~~--$-EL ___ _ ALUMINUM COPING PAINTED BLUE TO MATCH ADJACENT BLDGS. FLASHING STUCCO OVER 8" CMU BLOCK DOLPHIN SCUPPER DETAIL SCALE: 3" = 1 '-fj' 8'' x1 6" OPENING STEEL LINTEL ALUMINUM FLASHING @ BASE & SIDES ROOF MEMBRANE CRICKET RIGID INSULATION 11/2" CORRIGATED STEEL DECK CAULK \ I I I COMPRESSIBLE FOAM BACKING TYPE '2M' JEENE STRUCTURAL JOINT SEALING SYSTEM OR APPROVED APPROVED EQUAL CMU AIR CAVITY PER ~ MANUFACTURER'S RECOMMENDATIONS TAMURA CONTINUOUS WATER SCALE: NTS STUCCO CMU SEAL@ STANDING SEAM METAL ROOF FLASHING W/ CANT STRIP ~ FLASHING ABOVE VENEER BRICK VENEER CMU TAMURA SLOPE ► BRICK VENEER DETAIL SCALE: 11/i' = 1 '-0" STANDING SEAM METAL ROOF FLASHING W/ CANT STRIP ~ ◄ SLOPE 3/4" RIGID INSULATION 1 1 /2" METAL DECK A10 A10 WATER SEAL 3/4" RIGID INSULATION 1 1 /2" METAL DECK FOR WATERTIGHT SEAL -"/ -==3~--\----------t--+-----1 FLASHING ABOVE VENEER BRICK VENEER CMU TAMURA A10 A10 WATER SEAL FRONT BRICK VENEER DETAIL SCALE: 11/2" = 1 '-0" 3/4" RIGID INSULATION 1 1 /2" METAL DECK A10 A10 STANDING SEAM METAL ROOF SLOPE _, FLASHING 8" CHANNEL TAMURA 1 1 I ., I BRICK VENEER BELOW 0 8'' CMU I 11=====:t____----,L..------I I -i I l DOD -----;-,-;o77;•7---···- i -· .--,, ~-~---, 8" CHANNEL SCALE: 1 1/i' = 1 '-0" DETAIL@ 10 CORNER BRICK VENEER I ( 1" GAP X <( ::;;; 'b I I"") ~ 2" REVEAL~'. f --RECORD DRAWING • -· -" il raxs IS " RP.CORD DRAWING OF 1'RI FACILITIES IDEJn'lFllID "' [II 111£ TITLE BLOCK ONLY AND HAS BBl!II PREPARED lll PART ; , OH fflli BASIS OF INFORMATION C<IIPILBD AND FURNISHED BT [_ ---------\- 7 ~-111 T ,I IT~ k-=::=..-4;:::;:::;::==;::;::::;:::::⇒=----===--~~ '<0 CMU DOLPHIN PARAPET PERPENDICULAR TO DECK~ A9 A10 • ' DOLPHIN REVEAL DETAIL SCALE: NTS OTllllRS. mE ENGINEER AND C41NER(S) IIILL MOO' BE RESPONSIBLE l'OR ANT l!RRORlS) Ill! OMISSION(S) WHICH RAVll BEEN tNCORPORATED tN'OO THIS IIRAVIIIG. ACl'IIAL CONDITIONS IIIIJ. VARf SIJIEVHAT FR(II THE CXlllDfflOIIS SHOWII IIEREOII AND AT SOIE LOCATIONS TIii VARIANCE MAT BE LARGE If THE PRECISE LOCATION OF ANY FACIU.TI IS RBOUIRl!D, 11IE FACILITY SHOULD BE FIELD LOCAT!lJ) DI 'DIB PRBSFJICI! OF All.EMPLOYEE OF '111B DISTRIC'l' OR 1'BB OWJi!l!ll,s, OF THE UTIUnES DIVOLVED WATER SEAL TAMURA FLASHING ABOVE VENEER BRICK VENEER CMU BACK BRICK VENEER DETAIL SCALE: 11/2" = 1 '-0" Underground Service Alert DANIEL BOYLE ENGINEERING, INC. ' i,,11;::!ooA Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG R2H ENGINEERING, INC. , CONSULTING SIRUCRIW.. ENGINEERS ~ 11546 W. BERNMDO er,. Sll1< 300 SAN DIEOO, CAUFORNA 92127 'c'c -PHONE (819) 873-M18 ----·-FAX (819) 673-8+18 41006 RCE NO. DESCRIPTION REVISIONS APP'D ~ 1111 I l.:==-r-n-=~, ',¢ 111 I I 'b I I . ~ ==II' . ~ I 1==111-I ' 2' -0" TAMURA MASONRY WALL SECTION SCALE: 3 / 4" = 1 '-0" APPROVED DESIGNED RFH DRAWN RCA CHECKED RCH DATE B/28/96 Af3 A10 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN & TA MURA WELL ARCHITECTURAL DETAILS CITY OF NEWPORT BEACH W-5254-S AI0 SHEET 27 OF 55 0 I (JI Ln ~r 7' II QI rl 0 D 0 m 0 D n D D n m 0 n -" ~ ~ z i5 C z < rn m • n 0 ~ ~ ~ ~ n z !" 0 ), r: ~ 0 D ~ DOOR PER SCHEDULE BEVELED~ STRIPPING ~~ ~ X "-<( "-<( ~~ ..-~ ALUMINUM THRESHOLD SET IN MASTIC SLOPE 1 / 4": 12" V L',. 6 6 I> ' 6 6 L',. 6 6 NOTE: SEE WALL SECTION FOR FOUNDATION UNDER DOOR TYPICAL DOOR THRESHOLD AT EXTERIOR SCALE: 3" = 1 '-0" 1 3/ 4" DOOR PER SCHEDULE WEATHER STRIPPING V V ' 6 V V ' 6 ; ' 6 ' 6 TYPICAL 6 L',. 6 , > ' 6 A 6 ' 6 6 DOOR THRESHOLD AT INTERIOR@ SCALE: 3" = 1 '-0" I INTERIOR I /CAULK .1r-------~1 _/ DOOR FRAME WEATHER STRIPPING I EXTERIOR I FINISH PER PLANS FRY REGLET JPM-75-~ DOOR JAMB SCALE: 1 1/i' = 1 '-0" CAULK 1 3/4" DOOR PER SCHEDULE I PLAN VIEW I ROOF MEMBRANE 3/4" RIGI INSULATION GALVANIZED CAP SHEET BLUE TO MATCH EXTERIOR GRADE GYP BOARD STUCCO BASE FLASHING BASE FLASHING SINGLE PLY ROOF MEMBRANE 3/4" RIGID INSULATION GALVANIZED CAP SHEET BLUE TO MATCH EXTERIOR GRADE GYP BOARD STUCCO SEE TYPICAL 1 1 /2" CORRIGATED LINTEL DETAIL STEEL DECK STANDING SEAM METAL ROOF 3/4" RIGID INSULATION 1 1 /'i' CORRIGATED STEEL DECK CORRIGATED STEEL DECK !~ STEEL ANGLE STANDING SEAM ROOF I EXTERIOR I FINISH PER PLANS ---. FRY REGLET JPM-75 ~I IN-T-ER-10-R~I FORM & PLACE CONCRETE IN GAP FOR WATER TIGHT SEAL CAULK 1 3/4" DOOR---..... PER SCHEDULE DOOR FRAME WEATHER '--STRIPPING DOOR HEADER SCALE: 1 ½" = 1 '-0" THROUGH WALL FLASHING W/ WEEP @ 15" O.C. ADJUST ELEV. OF THROUGH WALL FLASHING & WEEP HOLE SO THAT FLASHING DRAINS WATER ABOVE GROUND. GROUT SOLID BEHIND FACE BRICK BELOW FLASHING. b I TAMURA MASONRY WALL SECTION SCALE: 1" = 1 '-0" Underground Service Alert •• Call: TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG / 14"1 METAL -r--,- STUDS PARAPET @ RIDGE BEAM 1½"=1•-0" COVER COVER LINER BILCO TYPE D ROOF SCUTTLE Dz 1/4" 3 1 /2'' " i'!·'';liilli --------illll!l!lftlr, I RECORD DRAWING i' m:ts IS A REmRD DRAWIIIG OP '1.11! FACILITIES Illl!llTIFIED DI TI!£ Tln.E BtOCl OIILY AND HAS BEEII PREPARED IN PART ON TIIE BASIS OF INFORMATION COIPILED AND FURNISHED 6Y O'l'IIERS. THE F.IIGINEER AllD CIWIIER(S) WIIJ. NOT BE RESPONSIBLE FOR ANY ERRORlS) llR OIIISSION(S) WHiat HAVE BEEN IllCORPORIITED INTO 1111S DRAWIIIG. AcnJAL COIIDITIONS WIIJ. VARY SOIEWIIAT FRO! THE CONDffiOIIS SIIOIIN HERBOII AND AT Sc»ra LOCATIOIIS THI! VARIANCE NAY BE LARGE If TIIE PRECISE LOCATION OF ANY FACILlTJ IS • REOUIRED, 1'111! FACILITY SHOULD BE FIELD UICA1'1) IN Tint PRESENCE OF All. EMPLOYEE OF THE DISTRicr OR THE OWltERiS\ OF THE UTILITIES INVOLVED SCUTTLE SCALE: 1'' =1 '-0" DANIZL JIQYLE ENGINEEllING; INC. t----t--+-----------+---l ~)_(Q 41006 -,/:;/.,-,: 1-D_A_TE~_ev~ ____ DE_s_cR_IPT_,o_N ___ ~_A_Pl"--lD ~T MANAGER RCE NO. DATE REVISIONS t STEEL BEAM METAL STUD RIGID INSULATION CORRIGATED STEEL DECK DOLPHIN PARAPET ALONG SHORT WALL~ SCALE: 1 ½" =1 '-0" A11 8' -0" GASKET TWO POINT LOCK ENCLOSURE, SAME MATERIAL AS COVER ------------ INSIDE-OUTSIDE HANDLES AND PADLOCK HASP-- RED VINYL GRIP AUTOMATIC HOLD OPEN ARM AND COVER RELEASE GASKET (ALL AROUND) LIFTING MECHANISM HOUSING 1'' FIBERGLASS INSULATION THROUGHOUT COVER CURB WITH INTEGRAL CAPFLASHING AND BILCLIP(tm) _--1" RIGID FIBERBOARD INSULATION 2 • / 4• I " I, (ALL AROUND CURB) 1 /2" SECTION C G A2 A11 A6 A11 APPROVED UTILmES ENGNEER aTY OF NEWPORT BEACH DATE '\-l~•"(G. DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN & TAMURA WELL ARCHITECTURAL DETAILS CITY OF NEWPORT BEACH W-5254-S All SHEET 28 OF 55 ,.., oO '-. / I I - I 2-i5 BARS-\ lY ICAL I / \~ )( I I -, UP TO 4'-o" WIDE OPENING___::/ ) '-l_ 2'-6" MIN I, / 2-#5 BARS, lYPICAL FULL HEIGHT I OF WALL I FOR OPENINGS GREATER THAN 4'-o" WIDE, SEE lYPICAL LINTEL DETAIL ON S-1 SHEET EXPANSION JOINT _,,-----3/8" EXPANSION MATERIAL APPROVED BY THE ENGINEER SLAB REINFORCEMENT SAWCUT SHALL BE MADE 3"CLR ~LL'--WITHIN 4 HOURS OF PLACE- MENT (AS SOON AS CONCRETE SURFACE CAN BE WALKED ON CONTROL JQINT ~ WITHOUT MARKING) FILL SAWCUT / FULL DEPTH WITH 'SIKADUR' 51 AFTER SLAB IS CURED (28 DAY MIN) ~-SLAB REINF -RUN CONTINUOUS THROUGH CONTROL JOINT -------STACK BOND JOINT W/ -~-----Ii-'""----~-PREMOLDED MASONRY (2) /f4 EACH SIDE OF JOINT JOINT Fll1-ER RUN BOND BEAM BARS AT ROOF & FLOOR LINE ~---CONTINUOUS -ALL OTHER HORIZONTAL BARS STOP AT JOINT ABBREVIATIONS & 0 AB ARCH'L BO BLDG BU< BM BN BOT BRG B1WN CB C.I.P. CJ CL CLG CLR CMU COL CONN CONT CSK d DBL DFL DIA OR 0 DIAG DN DO DWG OWLS EA E.F. EL EN AND AT ANCHOR BOLT ARCHITECTURAL BOARD BUILDING BLOCK BEAM BOUNDARY NAIL BOTTOM BEARING BETWEEN CARRIAGE BOLT CAST IN PLA.CE CONSTRUCTION JOINT CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONNECTION CONTINIOUS COUl'fTER SINK PENNY DOUBLE DOUGLAS FIR/LARCH DIAMETER DIAGONAL DOWN DITTO DRAWING DOWELS EACH JST K K.O. LB LG LL L.LH. L.LV. LT.WT. MAS MAX M.B. MCJ MECH'L MEZZ MIN N.S. NOM N.T.S. o.c. O.H. OPNG PC PL PLY PREFAB PSF PSI P.T. R.O. REF REINF RF JOIST KIPS ( 100D LB) KNOCK OUT POUND LONG LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTCAL LIGHT WEIGHT MASONRY MAXIMUM IIACHINE BOLT MASONRY CONTROL JOINT MECHANICAL MEZZANINE MINIMUM NEAR SIDE NOMINAL NOT TO SCALE ON CENTER OPPOSITE HAND OPENING PRECAST, PIECE PLATE PLYWOOD PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED ROOF DRAIN REFERENCE REINFORCED, REINFORCING ROOF RAFTER ROUGH SAWN SCHEDULE GENERAL REQUIREMENTS 1 . 2. 3. •• 5. 6. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ELEVATIONS, AND SITE CONDmONS BEFORE STARTNG WORK ANO SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF /Wf DISCREPANCIES. ANY OMISSION OR CONFLICT BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS ANO/OR SPECIFICATl<lNS SHALL BE BROUGHT TO THE ATTENTON OF THE ARCHITECT /ENGINEER BEFORE PROCEEDING WrrH ANY WORK SO AFFECTED. NOTES AND DETAILS ON THE DRAWINGS SHAUL TAKE PRECEDENCE OVER GENERAL NOTES AND lYPICAL DETAILS ON THIS SHEET IN CASE OF CONFLICT. ALL CONSTRUCTION AND QUALrTY OF MATERIALS SHALL CONFORM TO THE REQUIREMENTS or THE LATEST EDITION OF THE UNIFORU BUILDING CODE, /IS ADOPTED BY THE LOCAL GOVERNING AUTHORmES. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR AN'( PART OF THE WORK, SUCH DETAILS SHAUL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. WHERE SUFFICIENTLY SIMILAR WORK IS NOT SHOWN, THE ARCHITECT/ENGINEER SHALL BE CONSULTED FOR CLARIFICATION. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UllUTIES WHERE NEW WDRK IS BEING PERFORMED, PRIOR TO BEGiNNING EXCAVATIONS. PIPES, DUCTS, SLEEVES, CHASES, ETC.. SHALL NOT BE PLACED IN SLABS, BEAMS, OR WAU.S UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES. DUCT$. ETC .. UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF Am AODmONAL PIPES, DUCTS, ETC. FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT IN EXCESS OF 250 LBS, THE CONTRACTOR SHA,L COORDINATE EXACT WEIGHTS AND LOCATIONS WrrH STRUCTURAL SUPPORTS, IN THE EVENT THAT THE 1YPICAL REINFORCEMENT AROUND MASONRY WALL DOOR OPENINGS MASONRY CONTROL JOINT ' 2 \ EQ EQUIP EACH FACE ELEVATION EDGE NAIL EQUAL EQUIPMENT EACH SIDE EACH WAY EXPANSION EXTERIOR FAR SIDE FINISH RFTR R.S, SCHED SECT SHT SECTION SHEET EQUIPMENT DEVIATES IN WEIGHT OR LOCATIONS FROM THOSE INDICATED ON THE STRUCTURAL PLANS, THE ENGINEER MUST BE NOTIFIED AND APPROVAL OBTAINED PRIOR TO INSTALLATION. 1· NON-SHRINK GROUT /14 TIE □ ' #4 DOWEL @ 6" O.C. (SEE NOTE /f2. BELOW) ' ' .. , PROPOSED TANK PAD ' ' • ' • ;,,. ' ' " ' ' , • • ' • ' ~ ,, NOTES: 1. EQUIP. PAD FOUNDATION DETAIL APPLIES TO EQUIPMENT FURNISHED AND SUPPLIED FOR THIS CONTRACT AND SHALL COMPLY WITH THE DETAIL AND EQUIPMENT MANUFACTURERS RECOMMENDATION AND REQUIREMENTS. 2. IF EQUIP, PAD IS CONSTRUCTED IN CONJUNCTION WITH THE FLOOR SLAB, USE HOOKED DOWELS AND PLACE THE BOLTS PER MANUFACTURERS RECOMMENDA- TIONS IF EQUIP. PAD IS PLACED AFTER FLOOR SLAB IS COMPLETE, BOLTS AND STRAIGHT DOWELS SHALL BE ANCHORED TO THE SLAIB WITH EPOXY GROUT. 3. ANCHOR BOLTS SHALL BE STAINLESS STEEL MATERIAL WITH THE TOP AND BOTTOM 4" THREADED AND SHALL CONFORM WITH THE MANUFACTURERS REQUIREMENTS. > > ""' - . , • I I I I" ~ • • I I I I • -'- 05-03-01 \S-1/ NOTE: LINTELS SHALL BE SOLID GROUTED. . . FULL HEIGHT U N.O. - I ' ,_ lYPICAL HORIZONTAL REINFORCEMENT ~ ~ ' ~ c__ 2-/f6 CONT. IN (DO NOT SPLICE 16" LINTEL OVER OPENING) 84 VERT IN FIR ST CELL AT EACH END F OPENING & AT 24!' O.C. BETWEEN HOOK ENDS) U REINF WITHOUT SE lYPICAIL VERTICAL HOOKS WHEN OPENING IS IN WIDTH RE UNABLE TO 6" MIN BEYOND 4' -0" OR LESS ~ BEND BARS WHE EXTEND THEM 3 c-.._ OPENING 2-//5 VERT EAC H SIDE OF OPENING N.O. FULL HEIGHT, U. r 2-/15 CONT HOR 12 ..,,,,,----~~ip~TNl~gTToM .... -e - ---•' E.S. E.W. EXP EXT F.S. FIN FLR FN FON F.O.C. F.O.M. F.O.S. FT FTG GA GLB GRD GWB HD HOR HGR HORIZ H.S.B. IN INFO INT u 'D' FLOOR FIELD NAIL FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FEET FOOTING GAUGE GWED LAMINATED BEAM GRADE GYPSUM WALIBOARD HOLD DOWN HEADER HANGER HORIZONTAL HIGH smENGTH BOLT INCH INFORMATION li'f!ERIOR 'C N D 6d FOR #3 THRU #8 D 8d FOR #9 THRU #11 D 10d FOR #14 AND #18 SIIA SQ STAGG STD STIFF STL STR SYM T&G THK THRU T,L, T,O.C. T,O.M. TS T.S.G. TYi' U.N.O. VERT W/ W/0 WO W.P. WT W.W.F. WY SIMILAR SQUARE STAGGERED STANDARD STIFFENER STEEL STRUCTURAL SYMMETRICAL TONGUE & GROOVE THICKNESS THROUGH TOTAL LOAD TOP OF CONCRETE TOP OF IIASONRY STRUCTURAL TUBE TAPERED STEEL GIRDER lYPICAL 'D' UNLESS NOTED OTHERWISE VERTCAL WrrH WITHOUT WOOD WATERPROOF WEIGHT WELDED WIRE FABRIC WAY MIN. .t,IQIE:. ALL BENDS SHALL BE MADE COLD 90° HOOK 11I0° HOOi< OFFSET REBAR BENDS & END HOOKS 8. 9. 10. 11. THIS STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY BRACING AS REQUIRED TO INSURE THE VERTICAL AND LATERAL STABILrTY OF THE ENTRE STRUCTURE OR ANY PORTION THEREOF DURING CONSTRUCTION. NEITHER THE OWNER NOR THE ARCHITECT /ENGINEER WIUL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCWOING SHORING AND BRACING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS. ANY OPTIONS OR APPROVED SUBSTITUllONS ARE FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES, AODmONAL COSTS AND COORDINATION WrrH ALL ITEMS THAT THE SUBSTITUTIONS IAAY AFFECT. A CALIFORNIA REGISTERED CML ENGINEER SHALL DESIGN AND BE RESPONSIBLE FOR /WY SUPPLEMENTAL FABRICATION DESIGNS OF BUILDING COMPONENTS. IT SHAU. BE THE RESPONSIBILITY OF THE COMPONENT FABRICATOR TO COMPLY WrrH ALL APPLICABLE REGULATIONS AND TO OBTAIN APPROVAL FROM NECESSARY GOVERNING AGENCIES ON SUCH DESIGNS. PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE ALTERNATE COMPONENTS, THE OESIGN SHALL BE REVIEWED BY THE SRUCTURAL ENGINEER OF RECORD FOR CONFORMANCE WrrH THE STRUCTURAL DESIGN AS APPROVED FOR BUILDING PERMIT. SPECIAIL INSPECTIONS I. PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1701 OF THE UNIFORII BUILDING CODE FOR THE ITEMS NOTED BELOW. 2. WHERE SPECIAL INSPECTION IS REQUIRED. IT SHAU.. BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR EMPLOYED BY TH£ OWNER AND APPROVED BY THE GOVERNING JURISDICTION AND ENGINEER. COPIES OF INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER OF RECORD. EACH REPORT SHALL BE SIGNED BY A LICENSED ENGINEER OR ARCHITECT. THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIAlELY OF IWf TEST WHICH INDICATES NON-COMPLIANCE WITH APPLICABLE CODES OR REQUIREMENTS OF THESE PLANS. 3. SPECIAL INSPECTIONS: CONCRETE PLACEMENT• CONCRETE STRENGTH• Et.tBEDMENTS IN CONCRETE• EMBEDMENTS IN MASONRY BOLlS IN CONCRETE• BOLTS IN MASONRY EQUIPMENT PAD DETAIL 16" LINTEL AT DOOR 'D' REINFORCING STEEL PLACEMENT IN CONCRETE• REINFORCING STEEL PLACEMENT IN MASONRY MASONRY CONSTRUCTION,, DRILL.ED IN ANCHORS PILES/CAISSONS SCALE: 1•-1•-o" 18" MIN RUN BAR AS FAR AS POSSIBLE I ---------AND BEND IF LAP LENGTH IS ;---NOT POSSIBLE TO ATTAIN, lYP - CLR,lYP. TYP REINF AT CIRCULAR RECTANGLE OPENING 5 SCALE: 1•-1 •-f!' ,} RECORD DRAWING I ' ~ !il:IS ZS A RECORD DRAWING OF '1111? FACILITIES IDl!lffIFlED ' !Ji THE TlTLE BLOCJ: ONLY Allll HAS BEEli PREPARED Ill PART ,. Oil Tllli BASIS OF INFORIIATION <XIIPILED AND FURNISHED SY S-1 Underground Service Alert Coll: TOLL FREE 1-800 422-4133 NOTES: 1. 2. 3. 4. 5. u 'D' 6d FOR /13 THRU 12d FOR /16 THRU #B 90" HOOK 'O 13~ HOOK OR 2 1 /2" MIN. MIN 'D' : 1 1 /2" FOR #3 MIN 'D' : Z' FOR #4 MIN 'D' : 2 1 /2" ~OR /15 * FOR CONCRETE OVER 2,500 psi •• PRISM TESiS SHALL BE PERF'ORMEO IN ACCORDANCE WITH SECTION 2105. FOUNDATION I. SOIL lYPE: 2. DQI PHIN -SILTY SAND WrrH BEARING CAPACrTY OF 2500PSF SOILS REPORT, JOB * 95-32136-31, PREPARED BY CONVERSE CONSULTANTS, ORANGE CO., INC. DATED AUGUST .31, 1995. SOIL lYPE: :r&!l1l!II -SANDY SILT WITH BEARING CAPACITY OF 2000 PSF SOILS REPORT, JOB # 95-32136-41, PREPARED BY CONVERSE CONSULTANTS, ORANGE CO., INC, DATED FEBRUARY 20, 1995. TIE & STIRRUP END HOOKS 3. THE SOILS REPORT IS TO BE CONSIDERED A PART OF THESE PLANS AND SHAUL BE COMPLIED WrrH BY THE CONTRACTOR. STEM-c--- WALL FTG ::; 'b I ... 4. 5. 2L 1 IN THE EVENT FOUNDATION E>CCAVATIONS AR£ CARRIED TO A DEPTH GREATER THAN REQUIRED, THE ADDITIONAL DEPTH SHALL BE FILLED WITH THE SAME CONCRETE AS THAT USED FOR FOOTING AT NO AODmONAL EXPENSE TO THE OWNER. THE ADDmONAL CONCRETE SHALL BE PLACED AT THE BOTTOM OF THE FOOTING EXCAVATION WITH THE REINFORCING REMAINING LOCATED AS SHOWN FOR THE ORIGINAL FOOTING DEPTH. NO UNCONTROLLED FIUL WIUL BE PERMITTED. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND STANDING WATER. ' NOTE /13 #5--~ ADDITIONAL " MIN ::!: h SEE NOTE CONCRETE FILL WHERE PIPES ARE MORE THAN 4'-o" BELOW BOTTOM OF FOOTING, NO SPECIAIL DETAILING IS PIPES SHALL NOT PASS UNDERNEATH GRADE BEAMS OR COLUMN FOOTINGS. EMBED PIPE IN ABS SLEEVE WITH 1" CLR ALL AROUND OR IN 1" FOAM RUBBER WRAP. MAXIMUM PIPE SIZE IS 1 o" DIAMETER; LARGER SIZE MUST BE APPROVED BY ENGINEER. SEE CIVIL & MECH'L DWGS FOR LOCATION & SIZES OF PIPES THIS HEIGHT. REQ'D 6. FOOTING THICKNESS: NO PIPES SHALI_ BE PLACED WITHIN FOOTING THICKNESS. 1YPICAL PIPING AT CONTINUOUS FOOTINGS R2H ENGINEERING, INC. CONSULTING STRUClURAL ENGINEERS 11546 W. BERIWIDO CT., SUITE 300 SAN Olmo. CAUFORNI.\ 92127 PHONE (819) 873-8418 DANIEL BOYLE ENGINEERING, INC. 7 S-1 6. FOR RETAINING WALLS WHICH WIUL HAVE PERMANENT STRUCTURAL SUPPORT AT TOP, PROVlOE SHORING PRIOR TO BACKFILLING, UNLESS OTHERWISE NOTED. SHORING SHAUL REMAJN IN PLACE UNTL PERMANENT STRUCTURAL SUPPORTNG MEMBERS ARE IN PLACE AND HAVE OE\IELOPED SPECIFlED STRENGTHS. 7. BACKFIUL FOR ALL RETAINING WAU.S SHALL BE PERVIOUS MATERIAL BACKFIULING SHALL NOT TO BEGIN UNTIL MASONRY OR CONCRETE RETAINING MEMBERS HAVE ATTAINED SPECIFIED DESIGN STRENGTH. BACKFIUL SHALL CONFORM TO THE SOILS REPORT. 8. ALL REQUIRED BACKFILL SHAUL BE COMPACTED TO AT LEAST (901';;) OF THE MAXIIAUIA DENSrTY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 (LATEST EDITION) METHOD OF COMPACTION. U.N.O. 9. A COMPACTION REPORT MUST BE SUBMITTED TO ANO APPROVED BY THE GOVERNING JURISDICTION PRIOR TO PLACEMENT OF ANY CONCRETE ON FILL 10. ALL UllLrTY TRENCHES SHALL BE COMPACTED TO A MINIMUM OF 901';; RELATIVE DENSrTY. U.N.O. 11. FlNISH GRADES SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM THE BUILDING. 12. SEE SOILS REPORT FOR BUILDING PAD PREPARATION. 13. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL AOVISE THE BUILDING OFFICIAL, IN WRITING, THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WrrH THE SOILS REPORT, B. THE UllLITY TRENCHES HAVE BEEN PROPERLY BACKFlLLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 14. AUL HOLDOWN ANCHORS SHAUL BE SECURELY TIED IN PLACE PRIOR TO THE CONTRACTOR REQUESTING A FOUNDATION INSPECTION. UTILITIES AT FOUNDATION NOTES 1 . THE CONTRACTOR SHALL MAKE EVERY EFFORT TC LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF FOUNDATION EXCAVATION. ALL EXCAVATIONS SHAUL BE PERFORMED IN A MANNER SUCH THAT ANY UTILITIES ARE NOT SEVERED OR INTERRUPTED. THE ENGINEER SHALL BE NOTIFIED OF ANY EXISTING UTlLITIES WHICH CONFLICT WrrH THE PLACEMENT OF FOUNDATIONS AS SHOWN. STRUCTIJRAL STEEL 1. 3. 3. 4. 5. 6. 7. 8. 9. 10. MATERIAL AND WORKMANSHIP SHALL CONFORM TO A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDmON. EXCEPT AS OTHERWISE SHOWN, THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL ALUMINUM SHALL CONFORM TO THE REQUIREMENTS OF 'THE ALUMINUM ASSOCIATION, INC.', ALUMINUM CONSTRUCTION MANUAL, STRUCTURAL STEEL SHALL COMPLY W1TH THE FOLLOW1NG A.S.T.M. DESIGNATION: ALUMINUM (AL.) ROLLED STEEL SHAPES STAINLESS STEEL BOLTS MISC. METALS ALLOY 6061 -T6 A36, 1YP U.N.O. lYPE 304, TYi' THRU OUT A36 PROVIDE FUUL BEARING ON UNTHREADED PORTION OF SHANK FOR BOLTS AT ALL STEEL MEMBER CONNECTIONS. U.N.O. WELDS SHALL BE MADE ONLY BY CERTIFIED WELDERS AS PRESCRIBED IN THE STANDARD COOE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOC1ETY. WELDING ELECTRODES: E-70 XX SERIES. PER A.W.S. 01-1. U.N.O. ALL FlELD WEL.DlNG ANO HIGH STRENGTH BOLTING SHALL BE INSPECTED BY A DEPUlY REGISTERED INSPECTOR AS PRESCRIBED IN THE 1994 USC SECTION 1701.5 SHOP WELDING MUST BE DONE BY A FABRICATOR APPROVED ANO RECOGNIZED BY THE BUILDING OFFICIAL OR WELDING MUST HAVE CONTINUOUS SPECIAL INSPECTION. A RECOGNIZED TESTING LAB IS ONE SUPERVISED BY A STATE REGISTERED ENGINEER. A 'CERTIFICATE OF CONFORMANCE' IS TO BE SUBMITTED TO THE DEPARTI-.IENT OF BUILDING INSPECIDN AND THE ENGINEER FOR ALL SHOP WELDED WORK. THE CONTRACTOR SHAUL SUBMIT DETAILED SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHAU. BE SUBMITTED FOR ALL MEMBERS SHOWN ON THE DRAWINGS, INCLUDING SPECIAL FABRICATED STEEL WOOD-TO-WOOD CONNECTORS. REQUIRED SHOP DRAWINGS SHAL, SHOW MEMBER LAYOUT. SIZE. LENGTH. BOLT HOLE SIZES ANO LOCATIONS, CONNECTION DETAILS, GRADE, ANO ERECTION PROCEDURES. ALUMINUM IN CONTACT WITH CONCRETE OR GROUT SHALL BE PROTECTED WITH A HEAVY COAT OF BITUMINOUS, REINFORCING STEEL 1. REINFORCING STEEL: ASTM A-615 WITH GRADES AS LISTED BELOW; USE MASONRY CONCRETE SIZE ALL SIZES ALL SIZES ALL WELDED REINFORCING BARS SHALL BE ASTM A-706. 2. WELDED WIRE FABRIC: AS1M A-1 85. 3. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL: U.N.O. GRADE 60 60 A. ON EARTH SIDE WHEN PLACED AGAINST EARTH ;S' CLR. B. ON EARTH SIOE WHEN FORMED t' CLR. C. EXPOSED SIDE OF EXTERIOR WALL ABOVE GRADE 1-1 /2" CLR. 0. OTHER WALLS AND SUPPORTED SLAB 3/4" CLR. E. TIED COLUMNS (STIRRUPS) ABOVE GRADE 1 -1 /2" CLR. F. BEAMS (STIRRUPS) ABOVE GRADE 1-1 /t' CLR. G. STEEL IN SLAB ON GRADE CENTER LINE OF SLAB, U.N.O. 4. BAR SPLICE LAPS SHALL BE /o/5 FOULOWS U.N,O,: A. MASONRY: GRADE 60 LAP 48 DIA. (2o" MIN) B. CONCRETE: #3 THROUGH #6 LAP 30 DIA. ( 1 t" MIN) #7 AND LARGER LAP PER SCHEDULE BELOW BAR SPLICE LAP LENGTHS IN CONCRETE BAR SIZE Pc (psi) *7 fB #9 #10 #11 2,000 3:5' 4:5' 54• 5g" 84" 3.000 2T 35' 44• 56" 6fi' 4,000 2Y' 3(f Jlf 4fi' 6o" 5,000 21· 21' 34• 44" 53' FOR WELDED WIRE FABRIC: SPACING OF WIRE PLUS t'. 5. REINFORCING DETAILING, BENDING AND PLACING SHAUL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE'.' LATEST EOmON ANO ACI 315. 6. ALL REINFORCING STEO., WELDED WIRE FABRIC, ANCHOR BOLTS, HOLD DOWN ANCHORS. DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSmON PRIOR TO AND WHILE PLACING CONCRETE OR GROUT. 7. VERTICAL REINFORCEUENT FOR CAST IN PLACE WALLS ANO COLUMNS SHALL BE DOWELED TO THE SUPPORTING MEMBERS WJTI-1 THE SAME SIZE AND SPACING OF REINFORCEMENT /IS CALLED FOR IN THE DRAWINGS OR GENERAL NOTES. B. SPACER TIES: FURNISH #3 TIES AT 7t' IN ALL BEAMS AND REINFORCED FOOTINGS, UNLESS NOTED OR SHOWN OTHERWISE. REINFORCED CONCRETE 1. CONCRETE STRENGTHS: UNLESS NOTED OTHERWISE, THE SPECIFIED CONCRETE STRENGTH SHOWN IN THE FOLLOWING TABLE IS lHE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATE SHOWN IS THE MAXIMUM SIZE, AND THE SLUMP SHOWN IS THE MAXIMUM IN INCHES. (REGULAR WEIGHT• 145 pcf) CONSTRUCTION STRENGTH AGGREGATE SLUIIP (psi) (inchoo) (Inches) FOUNDATIONS 3,000 1-1/2 4 SLAB ON GRADE 3,000 1 3 FOR CONCRETE NOT SPECIFIED 3,000 1-1/2 4 2. ORYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN 3 PARTS SANO, 3. PORTLAND CEMENT SHALL CONFORII TO A.S.T.M. C 150-81 lYPE I OR II, STRUCTURAL CONCRETE AGGREGATE SHALL CONFORM TO ASTM C 33- Bl, STANDARD WEIGHT. 4. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL STRUCTURA, CONCRETE WITH A DESIGN STRENGTH IN EXCESS OF 2,500 psi UNLESS NOTED OTHERWISE. 5. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILrTY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MIN, CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). CONCRETE SHALL NOT COME INTO CONTACT WrrH ALUMINUM. 6. NO CONDUIT PLACED IN A CONCRETE SIAB SHALL HAVE AN OUTSIDE DIA. GREATER THAN 1/3 THE THICKNESS OF THE SLAB. NO CONDUIT SHALL BE EMBEDDED IN A SLAB THAT lS LESS THAT 4" THICK. EXCEPT FOR LOCAL OFFSETS. MIN. CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 6". 7. CHAMFER: 3/4" ON AU. EXPOSED CORNERS. 8. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL PIPES, CONDUITS, ETC. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE BEAMS, FOOTING OR SLABS, UNLESS SPECIFlCAlLY DETAILED IN THE STRUCTURAL PLANS, OR AS DIRECTED BY THE ENGINEER. TIE ALL INSERlS, ANCHOR BOLlS, OR OTHER EMBEDDED ELEMENTS SECURELY IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 9. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ORAW1NGS FOR ALL MOULDS, GROOVES, REGLEfS, ORNAMENTAL CUPS, PIPES, CONDUITS, INSERT, ETC. TO BE CAST IN CONCRETE. 10. MECHANICALLY VIBRATE AU. CONCRETE WHEN PLACED. 11. CONCRETE MIXES SHALL COMPLY WITH THE STRUCTURAL AND ARCHITECTURAL REQUIREMENTS OF THE PLANS AND BE DESIGNED BY A RECOGNIZED TESTING LABORATORY. STRENGTH TEST REPORTS OF ALL MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR RE'IIEW. 12. THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION, FOR ALL STRUCTURAL SLABS, BEAMS AND COLUMNS NOT DESIGNED OR SHOWN ON DRAWING. SHOP DRAWINGS SHALL SHOW SECTIONS AND DETAILS WITH BAR SIZES, BENDS, SPLICES AND TIE LOCATIONS • MASONRY 1. CONCRETE MASONRY: /o/STM C-90-88, GRADE N-1 HOLLOW LOAll BEARING UNITS, MEDIW.t WEIGHT RUNNING BOND GROUTED WALL CONSTRUCTION CONFORMING TO THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION. SPECIFIED CONCRETE MASONRY STRENGTH SHAUL BE f'm • 1500 PSI. CLAY MASONRY: 2500 PSI MINIMUM, STACKED BOND GROUTED WALL CONSTRUCTION. SIZE AND COLOR OF CLAY MASONRY UNITS SHALL MATCH THE ADJACENT STRUCTURES. 2. VERTICAL REINFORCEMENT: SEE PLANS FOR lYPICAL SIZE ANO SPACING. PROVIDE A MINIMUM OF I -#5 FULL HEIGHT AT THE SIDES OF CORNERS, li'f!ERSECTIONS, CONTROL JOINTS AND WALL ENDS. ALL STEEL SHALL BE CENTERED ON THE WALL UNLESS SPECIFICALLY DETAILED OTHERWISE. REINFORCEMENT SHALL BE DOWELED TO THE SUPPORTING MEMBERS WITH THE SAME SIZE ANO SPACING REINFORCEMENT AS CAL.LEO fOR IN THE DRAWINGS OR 1HE STANDARD NOTES. 3. HORIZONTAL REINFORCEMENT: SEE PLANS AND DETAILS FOR lYPICAL SIZES AND SPACING. 4. SOLID GROUT ALL MASONRY CEU.S. 5. MORTAR: lYPE S, COMPRESSIVE STRENGTH 1,800 psi AT 28 DAYS. PROPORTIONS BY VOLUME; 1 PART PORTLAND CEMENT, 1 /4 PART MINIMUM TO 1/2 PART MAXIMUM HYDRATED LIME OR LIME PUTTY WrrH THE FOLLOWING DAMP LOOSE AGGREGATE: NOT LESS THAN 2-1/4 AND NOT MORE THAN 3 TIMES THE SUM OF THE VOLUMES or THE CEMENT AND LIME USED. MORTAR JOINTS SHALL BE LIGHTLY COMPRESSED. 6. GROUT: COMPRESSIVE STRENGTH 2,000 psi AT 28 DAYS. PROPORTIONS BY VOLUIIE; ONE PART PORTLAND CEMENT TO WHICH >dAY BE ADDED NOT MORE THAN ONE-TENTH PART HYDRATED LIME OR LIME PUTTY, ANO TWO TO THREE PARTS SANO, AND NOT MORE THAN TWO PARTS GRAVEL. 7, GROUT SHALL lYPICALLY BE POURED IN LIFTS OF 4 FOOT. ALL GROUT SHALL BE CONSOLIDATED AT TIME OF POURING BY MECHANICAL "1BRAT10N ANO THEN RECONSOLIDATED BY AGAIN VIBRATING BEFORE PLASTICrTY IS LOST. AT GROUT LIFTS IN EXCESS OF 4' -o", PROVIDE INSPECTION AND CLEAN OUT HOLES AT BASE. LIFTS SHALL NOT EXCEED 8'-o". 8. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1 /2" BELOW TOP OF THE UPPERMOST UNIT. STEEL ROOF DECK 1. STEEL DECK INSTITUTE SPECIFlCATIONS ANO RECOMMENDATIONS SHALL APPLY. DECK SHALL BE GALVANIZED 16 GAGE MINIMUM, NOMINAL 1 1 /2 INCHES DEEP, WrrH MINIMUf.t +S -.411, -S -.417 INCH CUBED PER FOOT OF DECK WIDTH. DECK SHALL BE MINIMUM OF 2 SPANS. MINIMUM ALLOWABLE DIAPHRAGM SHEAR PER I.C.B.O. REPORT #2078 SHALL BE 1420 LBS. PER FOOT. USE VERGO "HSB-36" OR APPROVED EQUAL. 2, PUDDLE WELD DECK TO SUPPORTING STEEL WITH 1 /t' DIAMETER FUSION AREA. AS FOLLOWS: A. TRANSVERSE SUPPORTS: ONE FASTENER AT EACH LAP AND FIVE INTERMEDIATE FASTENERS B. PARAL,EL SUPPORT: ONE FASTENER AT 1t' 0.C. C. OPENING EDGES: ONE FASTENER AT EACH FLUTE AT TRANSVERSE D. SIDE LAPS: 1 1 /2" LONG TOP SEAM WELDS AT 12" O.C. 3, THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION FOR ALL DECKS SHOWN ON THE DRAWINGS. SHOP DRAWINGS SHALL SHOW DECK LAYOUT, PROPERTIES, CONNECTIONS, FASTENERS, SPLICES AND 1.C.B.O. NUMBERS. BUILDING CRITERIA ROOF LOADING: LIVE -20 PSF BASIC WIND LOADING: P= CeCqQslw Ce-1.06 EXPOSURE C Cq-1.2 Qs-12.6 PSF, 70 MPH WIND SPEED lw= 1.0 SEISMIC LOAD: V• ZICw Rw Z ~ ,4, ZONE IV I = 1.0 C -2.75 Rw = 6 W -WEIGHT C-3004-X APPROVED EQUIPPING OF DOLPHIN A VENUE ~JR~--A_N_D _T_A_M_U_R_A_S_CH_O_O_L_W_E_L_L_S-1 UTLITIES ENGINEER GENERAL STRUCTURAL NOTES CITY OF NEWPORT BEACH AND TYPICAL DETAILS DATE '\-,Q.·'llo OTIIERS. TIIE ENGINEER AIID OIIIIER(S) WILL NOT BE RESPONSIBLE FOR ANY FJIRORIS) JR OHISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING, ACTIJAL COlllllTIONS WILL VARY Sc»IEWIIAT FROM THE CO!IDITIOIIS SHOlfN HERID!I AND AT 500 LOCATIONS THE VARIANCE NAY FAX (819) 873-8418 4100s ,. /ih, DATE BV DESCRIPTION APP'D DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 CITY OF NEWPORT BEACH W-5254-S SI BE LARGE l.F 11IE PRreISE LOCATION OF ANY FACILlTY IS • PRESENCE OF AN. F.IIPLOYEI! OP 111B DISTRICJ' OR Till! CMJeJ!,Sl OF 'l1IE UTILITIES IIVCI.VED TWO WORKING DAYS BEFORE YOU DIG RCE NO. DATE REVISIONS SHEET 29 OF 55 ;;; m • " 0 ~ ~ '/: " z m 0 )> C: ~ ~l ;; -!I- (11 111 ~, ~I " ~I m u 0 " ~ □ .,, m D D ~ m < z Ei C z < m m • n " " 'S ~ < D z m 0 ~! ~; " 1o 1o I 'o I . 0 'o I 0 18' -0" 4'-0" 1 O' -0" 6'-0" 20'-0" NOTES PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: I. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT; II. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND; Ill. THE FOUNDATION EXCAVATIONS, FORMING AND REINFORCEMENT COMPLY WITH THE SOILS REPORT AND APPROVED PLAN. fiECORD DRAWING H t:-; ':rs IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED :i U, THE Tl ll.E BLOCK ONLY AND HAS Bl!BN PREPARED lN PART 40'-8" 4' -0" 8' -0" 4' -o" 5'-4" i)N T!lli. BASIS OF INFORMA.TION COMPILED AND FURNISHED SY i:'WER5. TIIE ENGINEER AND QWNER(S) WILL NOT BE ,. K£SPONSIBLE FOR ANY F.RROR1S) JR OMISSION(S) WHICH :}) HAVK BEEN INCORPORATED INTO TI!IS DRAWING. ACTUAL i·\ CONIIJTIONS WILL VARY SOMEWHAT FROM THE CONDITIONS Underground Service Alert ~• SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY M Bil LARGE IF THE PRF.CISE LOCATION OF ANY FACILlTY IS •,j REQUIRED, l'IIE FACILITY SHOULD BE FIELD LOCATJID Ill THE j_ PRESENCE OF AN. EMPLOYEE OF 'l1IE DISTRICT OR THI! ·" •·1,'l/FJl•S' OP '111B UTILll'IES IBVOLYBD Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 93' -4" 12'-8'' 1 o•-o" 3' 4' -8" 2'-8" 10'-0" 3' 2' -8" 6'-8" 53' -4" 93' -4" 40' -0" 4' -8" 3' 10•-o" 8'-0" 4'-0" 2' -8" 3' 1 0' -0" 5' -4" 4'-0" 6'-0" FOUNDATION PLAN SCALE: ¼" = 1 '-rJ' DANIEL .BOYLE ENG1NEJYHNG, INC. l---+---+-------------+-----1 ~QQ);._ 41006 9 /,,), ( ECT MANAGER RCE NO_ DATE DATE BY DESCRIPTION APP'D REVISIONS 18' -0" 1 0' -0" 4' -0" 20'-0" STRUCTURAL FLOOR SLAB NOTES: 'co I 'V N 1. REINFORCE CONCRETE SLAB WITH #4 AT 12" O.C. EACH WAY 2. MINIMUM SLAB THICKNESS SHALL BE 6"; MAXIMUM SLAB THICKNESS SHALL BE 8". PLACE REINFORCING FOR A MINIMUM CLEARANCE OF 3" AT BOTTOM OF SLAB. 3. SLAB STRENGTH AT 28 DAYS SHALL BE f'c = 3000 PSI 4. SEE SHEET A 1 FOR DRAINS, FLOOR ELEVATIONS AND FLOOR SLOPES 5. FOR EQUIPMENT PAD DETAILS SEE SHEET S1 UTILITIES AT FOUNDATION NOTES: 1. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF FOUNDATION EXCAVATION. ALL EXCAVATIONS SHALL BE PERFORMED IN A MANNER SUCH THAT ANY EXISTING UTILITIES ARE NOT SEVERED OR INTERRUPTED. THE ENGINEER SHALL BE NOTIFIED OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PLACEMENT OF FOUNDATIONS AS SHOWN. 2. SEE MECHANICAL SHEETS FOR ALL PIPING AND EQUIPMENT ELEVATIONS AND PENETRATIONS. UTLITIES NEER CITY OF NEWPORT BEACH DATE "\-\~-<\" DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN A VENUE WELL SITE FOUNDATION PLAN CITY OF NEWPORT BEACH W-5254-S S2 SHEET 30 OF 55 ,, " m 0 n D m t n m < z ' ~ m s m " n " ~ ~ " L • \; ~ 'ii 0 ~br-- ~ bl 0 f .. i;! gi CJ 0 u n 'O 0 ~ z • 3l ~ '" ~1 ~I {11 U1 'ix:, I -st- N 93'-4" ~ __,---------+-; 1--=-----=---=---=---=---=---=---=---=----_ -_ -_ -_ -__ =ac; -_ -_ -_ -_ -_ 7-~ = = = = = = = ~-, _-_-_-_-_--=de~--_-_-_-_------=..---=..---=..---=..---=..---=..---=..---=..---=..---=..---=.. 7 b I CXJ b I " .... .... I I I 'NOTE: SEE ARCHITECTURAL I I I I I DRAWINGS FOR ROOFING I I I .. W12 X 14 11 ' INFORMATION <D W12 X 14 1 I ~/ K • ~ I I > -~ ~ I A I "'S3S7 1 x I .. / H '11. I ~ I .... ,/ X I I ~ X X I I 4___:_,.:_l ..... ....:...-1---x-1-..11 w -_J b w <D ~3S8 I <D ~ ~ ~ II ~ ~ ~ 11 I ~ : ~ -, W12 X 14 11 W12 X 14 W12 X 14 -+---I I I W1 2 X 14 ;: ~ ~..... I I ~ W12 X 14 I I I ~/ L '11.. .. 1 E I ~31S8' ,'D '... 11 5356 1 I 12·-o· 8'-o" :r: .:.. \~3 s~,.. I I <D ~ 8'-o" 2·-0·1 I i I ~ ~/ F '1o. .. I I $ X i I I <D~~ s31s1;, II i ~ 11 ,~~ ~ ~ ~WI II -st-CL --~ ~ g ~ -11 ; / \\ _J~Q.. __,_-------'~'=,-----=----=----=-~----=----=----=----=--~~~~?~~L~-~?~~--=---=---=---=---=---=---=---=---=-~~/ 'to ~ J 1x'.i ~ ----... ' I ' 'G _./ J 'I -,:'3 SB ◄ -,:'3 S8 ., ~3 S8 .... ' .... 19'-4'' 20' -0" 12' -0" 20' -rJ' 1 9' -4'' 8" I J -RECORD DRAWING ,.; mm m " RECORD DRAVIIIG OP TIIE l'ACII.Ifll!S IDENTIFlED I. [!l THE nu BLOCI ONLY AIIJl RAS BBEl'I PREPARED IN PART OIi 11IE BASIS OF INFORMATION IXJIPILED AND FURNISHED SY OTHERS. THE ENGINEER AND OIINER(S) WILL NOT BE '' • RRSPONSJBLE FOR ANY ERRORtS) .:JR OHISSION(S) WHICH RAVE BEEII INCORPORATED INTO TIIIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FR<»! nu;. CONDITIONS SHOIIII HERF.ON AND AT SIJom LOCATIONS 111E VARIANCE HAY BE WGE IF 11IE PR&:ISE LOCAflOII OF ANY FACILlTY IS RllOIIIRED, l1IE FACILITF SHOULD BE FIELD LOCATED Ill 111E • PRESENCE OF AN.EIIPLOYEE OF TIIE DISTRICT OR THI! i/1 OWNEJltSl OF 'l'BE IJTD.lTll!S IIYOLVBD :s,:~~ Underground Service Alert '. • Call: TOLL FREE = • 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG R2H ENGINEERING, INC. CONSULTING S'IRUCIURAI. ENCINEERS 11~ W. BERNARDO CT,, SURE 300 SAN DIEGO. CMJFORNa,, 92127 PHONE (819) 673-8418 FAX (819) 673-8418 DANIEL BOYLE ENCINEEJIINC, INC 41006 <r/z /?, "R.9,JECT MANAGER RCE NO. DATE DATE BY DESCRIPTION REVISIONS ROOF FRAMING PLAN APP'D APPROVED t»i • MJCHAEL SINAe" R.C.E. NO. 46214 UTILITIES ENGINEER CITY OF NEWPORT BEACH DATE "I. -\'& -<t r'c, DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 /.. J C-3004-X EQUIPPING OF DOLPHIN A VENUE AND TAMURA SCHOOL WELLS DOLPHIN AVENUE WELL SITE ROOF FRAMING PLAN CITY OF NEWPORT BEACH W-5254-SI S3 SHEET 31 OF 55 VI - (11 I.Tl "U .,_, .. ,., ___ _ \; z :r. Q 17'-1 1/2" 12'-2 1/2" 9'-2 1/2" 6'-9 1 /2" 2'-8" 6'-9 1 /'i' 4' -0" 3' -4" 9'-2 1 /2" 12'-2 1/2" 3'-4" 4' -o'' 17' 1 1 /2" w:,c .o 0 :r: c., • -1-tZ :SC • . ::::) • N --1 b s:-.....J 0.: I <C >-• X ,S: f--N ~-~------!"'---- -------- lv//////////////////////////////A V////1//////////////////////A r//////////////////////V/vv~ Y///////////////~/////////////// l b b I 0 " Ol l~I --------------MCJ -----7; ~I MCJ -7:~ I~ I WELL PUMP EQUIP. PAD I; ;; I I~ I I I I ', ', , 1-t: ~~+,, l • -::c,~1□·=·5'.,7···.... :: -·· T =~' ; ,· •• j_J ',v;i / II ,'' :1~-=-c.-=:1f·m·1:.·.:. ,1 •-~ ·-f'~· filt~~ ' ' i L· ,_t-j II I I ' >' ,, r.r1; ., I ~= ~ I vv // I _C:!c~~ I '.· • _:~~~T-~,,l:,,.:rfc~' I I I I i_lTi_ ,-----~ f ,------, ·-------. . --~--~ ! -~--.. '.:: -~.:. -i I I I v S4S8 1 L -' , V r , ·1 ~---~ · -~ / I / I DRAINAGE PIT f • ....---... I~ I (I~ I\ ' · I' I ; I I 4'-0" 1 0' -0" 7'-4" 5' -4" 40'-0" NOTES PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: I. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT; II. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND; Ill. THE FOUNDATION EXCAVATIONS, FORMING AND REINFORCEMENT COMPLY WITH THE SOILS REPORT AND APPROVED PLAN. RECORD DRAWING l'll!!l ZS A RECORD DRAWING OF TIIE FACILITIES IDElfl'IFlED •• TH£ flll.E BLOCK ONLY AND HAS BBEl>I PREPARED [N PART ON Till BASIS OF INFORMATION COMPILED AND F11RNISHED SY OTHERS. 111E El'IGINEER AND C1WNER(S) WILL NOT BE 2'-8" RESPONSIBLE FOR ANY ERROR\S) uR OMISSION(S) WHICH flAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONlllTIONS WILL VARY SOMEWHAT FROM l'HF. CONDITIONS SIIOIIII IIBRBON AND AT SOME LOCATIONS THE VARIANCE MAY 2-, URGE IF TIIB PRECISE LOCATION OF ANY FACILlTY IS ..,.,.. ... RED, 111B FACILITY SHOULD BB FIELD LOCATED IN TIii! ~ OF AN.l!l!PLOYBB OF THE DISTRICT OR THE Underground Service Alert CMIEII, Sl OF THI! ln'Il.ITil!S INVOLVED Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 1 0' -8" 3• 3' -o" R2H ENCINEERINC, INC. CONSULTING SllllJCIURoll. ENGINEERS 11 MIi W. BERNARDO CT •• SURE JOO SAN DIEGO, CM.JFORNIA. 82127 PHONE (819) 873-8418 rAX (618) 873--8418 6 1 -8" 6'-0" 12'-8" 93'-4" / / ', p;-L 'tJ r3;8 rn t; i;,•)11-r :' , lv1L ~-$:: r • C1'\.\'I.) ,_. ~ "'-. --:;;:::"'~> 3'-0" 8' 10'-8" 2' -8" 5' -4" DANIEL BOYLE ENGINEEllINC, INC. ~l~ PJECT MANAGER 4100s 1/:1/'7c RCE NO. DATE DATE BY 40'-8" I I I J 7'-4" 1 0' -0" 4' o" FOUNDATION PLAN SCALE: 1//=1'-0" STRUCTURAL FLOOR SLAB NOTES: 1. REINFORCE CONCRETE SLAB WITH #4 AT 1 'i' O.C. EACH WAY 2. MINIMUM SLAB THICKNESS SHALL BE 6"; MAXIMUM SLAB THICKNESS SHALL BE 8". PLACE REINFORCING FOR A MINIMUM CLEARANCE OF 3" AT BOTTOM OF SLAB. 3. SLAB STRENGTH AT 28 DAYS SHALL BE f'c = 3000 PSI 4. SEE SHEET A1 FOR DRAINS, FLOOR ELEVATIONS AND FLOOR SLOPES 5. FOR EQUIPMENT PAD DETAILS SEE SHEET S1 UTILITIES AT FOUNDATION NOTES: 1. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF FOUNDATION EXCAVATION. ALL EXCAVATIONS SHALL BE PERFORMED IN A MANNER SUCH THAT ANY EXISTING UTILITIES ARE NOT SEVERED OR INTERRUPTED. THE ENGINEER SHALL BE NOTIFIED OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PLACEMENT OF FOUNDATIONS AS SHOWN. 2. SEE MECHANICAL SHEETS FOR ALL PIPING AND EQUIPMENT ELEVATIONS AND PENETRATIONS. UTLmES GINEER CITY OF NEWPORT BEACH DATE "l -1'!, ·'tt.,, EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA SCHOOL WELL SITE FOUNDATION PLAN DESCRIPTION APP'D DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 CITY OF NEWPORT BEACH W-5254-S S4 REVISIONS SHEET 32 OF 55 . ' . ' ' . C C . ~ ~ . D ci'l xi ~ ~ " m 0 " u m " ~ z C < m "' " 0 ' m • " !" 0 ,, r ~ u ll »~- ~I II ~! 0 '" "TI 0 ~ CJ z • l! z !" 0 ,, C ~ 0 '" z " 5 • c,J ,-J 'f "' (11 93'-4-" 3"2•-0" 8'-0" 9'-9" 9'-9" 9'-10" g" 12'-0" 3" 9'-10" 9'-9" 9'-9" 8'-0" ~•-0"3' 10" -----t=---F-,------:;+----=-------=-------t--~----=-------=-------+-----=-----=---~+-------=----=-----~-F-l~---___'._'.:___:::__ ___ ----f:'....J---------=:..___:_::_ __ ~+---___:::__..:::._ __ ~-l--------=:..__::.._ __ ~l--------=::__-=--_~-F--___:;.fi+-c::TYP 1, --_ -_ -_--=---=--_ -_ -_ -_ -_ -_ --=.=---_ -_ -_-_ ~:--_ -_ -_ -_ -_ ---;-r= = = = = = = = 7-r=------------=--= tc~----------=--=-----------------------~-71 I : r Mc s x 12 : Mc s x , 2 ~ : I I / MC 6 X 1 2 MC 6 X 1 2 \ I '=.t- i <O I I I 11....i.. MC 8 X 8.5 MC 8 X 8.5 MC 8 X 8.5 W12 X 14 I MC 8 X 8.5 MC 8 X 8.5 MC 8 X 8.5 ""'"' /1-,-11 +------+- I I -s1--s1-I I ~ I ... 6 "" .4r( • ~( : j 1 'b I "<I-N I j : : ~ ~ j • ~ -st-,._55 j S7 ~ ... ,._55 ~' N j j ~/ t, ~ ~ I ~ ~ ; ; I ; : ; ~ ;; I I ----.:'....::5;::... jS-7 ------1--4,--,1----==::....i-/,.<:.J MC 6 X 1 2 3: 3: I 3: ~ 3: / MC 6 X 1 ~ I I 'b I ro -j j MC 8 X 8.5 MC 8 X 8.5 MC 8 X 8.5 W12 X 14 j MC 8 X 8.5 MC 8 X 8.5 3: MC 8 X 8.5 j ! I I\ ---------------------I ---------------------____,I 1t-+------+- I I I _/ I I I j MC 6 X 12 j MC 6 X 12 j j IJ_ I I I 'v i ro /'11 " I 11 ~-------+(,+-~L -i------_-_:-----~ ---_ -'.¥:--_____ _J L _______ _J L ____ ----= ~-_________________ .__ _J_J....,.1-;------,,..,.--t- ..__ \_ lo ~ ~ 2-MC 8 X 8.5 (CONT.) 3, / 5 '.. ALL FOUR SIDES OF BUILDING ~ S5 j S7 RECORD DRAWING • l'!flS IS • RECORD DRAWING OF TIil! FACILITIES IDEl'TIFIED £li THf. Tl TI.£ BLOCK ONLY AND HAS BEEN PREPARED IN PART ON TIIE BASIS OF INFORMATION COMPILED AND FURNISHED SY OTl!ERS. TIIE ENGINEER AND (IWNER(S) WILL NOT BF. RESPONSIBLE FOF ANY ERRORlS) vR OMISSlON(S) WHICH • HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONPITIONS WILi. VARY SOMEWHAT FROM THE CONDITIONS SHOl,'11 HEREON AND AT SOME LOCATIONS THE VARIANCE l'.AY BE LARGE IF TIIE PRECISE LOCATION OF ANY FACILITY IS REOIJIRED, THE FACILITY SHOULD BE FIELD LOCAT~D IN 1llE PRESENCE OF AN. EHPLOYEE OF THE DISTRICT OR THE OWNERiS l OF THE IJTILlTIES INVOLVED Underground Service Alert . ·:_ ~ Call: TOLL FREE -• 1 -800 422-4133 1WO WORKING DAYS BEFORE YOU DIG R2H ENGINEERING, INC. CONSULTING SIRUCIURAL ENCINEERS 11545 W. BERNARDO CT., SURE JOO !WI DE'GO, c.uroRNIA 92127 PHONE (819) 873-8418 FAX (819) 873-8418 ' DATE BY DESCRIPTION 41006 RCE NO. DATE REVISIONS ROOF FRAMING PLAN SCALE: ¼." = 1 '-0" APP'D Mlf/NAEL ~A)"'RI R.C.E. NO. 46214 UTILITIES ENl:iNEER CITY OF NEWPORT BEACH DATE "\•\ ~ .q" DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 /... I C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA SCHOOL WELL SITE ROOF FRAMING PLAN CITY OF NEWPORT BEACH W-5254-sl s5 SHEET 33 OF 55 - C • 0 I l11 Ul '¼- STANDING SEAM ROOF PANEL CLIP PER MANUFACTURER "KNEE CAP" ~ STANDING SEAM ROOF/ FASCIA PANEL~ CLIP PER MANUFACTURER 8" CHANNEL W 1 /2"</J ----.. A.B. @ 24" O.C. STUCCO CMU DOLPHIN TRANSITION DETAIL RECORD DRAWING it rnrs Is • ~ECORD DRAWING OF TIIF FACILITIES IDEJl!TIF!ED • IN TH£ \'J TLE BLOCK ONLY AND HAS BEEII PREPARED lN PART ON TllF BASIS Of INFORMATION COMPILED AND FURNISHED BY OTHfRS. THE E.~GINEER AND (lWNER(S) WILL NO'f BE RESPONSIBLE FOR ANY ERRORlS) uR OMISSION(S) WHICH HAVE BEEN INCORPORATED IN'fO THIS DRAWING. ACTUAL CON111'l'IONS WILi. VAR~ SOMEWHAT FROM THE CONDITIONS SHOWII HEREON AND AT SOME LOCATIONS THE VARIANCE HAY BE LARGE !F THE PRECISE LOCATION OF ANY FACILlTY IS REOUIRED, l'HE FACILITY SHOULD BE FIELD LOCATED IN mE PRl!SENCI! OF All. EMPLOYEE OF THE DISTRICT OR THE OWNJ!lUS) OF THE UTILITIES INVOLVED SEE STRUCTURAL NOTE ON STEEL DECK SHEET S1 FOR WELDING SUPPORTS STEEL DECK DIAPHRAGM --...., NON SHRINK GROUT (2) #5 CONT. \ 16 GA 1 1 /2" CORRIGATED STEEL 'DECK WELDED TO SUPPORTS STRUCTURAL STEEL DECK 1 /2"</J A.B. @ 24" O.C. CORRIGATED \ BOND BEAM (2) #5 CONT. BOND BEAM (2) #4 CONT. BOND BEAM (2) #4 CONT. - ---I uF C " ---- \ \_ L3,3,3/ 16 CONTINUOUS W/ 1/2" A.B. @ 24''0.C. WELDED TO DECK L6x6x 1 / 4 x 8" LONG W/ (3) 1/2"</J A.B. ----8" THICK CMU WALL BOND BEAM (2) #4 CONT. -- #5 VERTICAL ----l+---t--l @ 32" O.C. fl===l== BOND BEAM (2) #4 CONT. BOND BEAM (2) #4 CONT. --- #4 DOWELS SPACED TO MATCH VERT. REINF. -++--,,-i SOLID GROUT 6" THICK CONCRETE SLAB ON GRADE W/ #4 AT 12" O.C. EACH WAY --------- STEEL DECK DIAPHRAGM 4 (D ---31=111=1 E " 1 1 1 Ill Ill Ill -Ill 1111 Ill Ill Ill ~II'/ -i 11 ll 1=111=111 ,<I _-I 11=11 I I 11:---:111 -1 I I 111 1ffi · " 111-111-111---=111 I I I 111-= . 4 111 11 ~ :- -1 11-11.1=1-1-· '--• Tl i 11-l~ (3) #4 CONT. ---, I I~ , "' -r--~ ....-., I-.Lll I 11"~,BI =±-i ;;±i 1-±±.·" 1...,.,11 ±:±::':;-;-I I ±±l_i:;:;-, ,+. L.._,_ --:~:-:t-------''-<------'- "'-, I ,-, ' ' 0 COMPACT 95% r-,, "\ . N "-st I . ,-- 1 J -6" DENSITY ( I-BEAM ~ CHANNEL DOLPHIN PARAPET WALL SECTION INTERMEDIATE DECK SUPPORTS@ S6 SCALE: 1" = 1 '-0" Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 18 GA RIDGE CUT TO FIT PER MFR SPEC. PANS STANDING SEAM METAL ROOFING SCREW W/ GASKET PER MFR SPEC. STANDING SEAM ROOF W/ 14 CLIPS SPACED AS REQ'D OR PER MFR SPECIFICATIONS RIGID INSULATION 1 1 /2'' STEEL 3/ 4'' RIGID INSULATION 16 GA RIDGE BEAM DECK BENT & WELDED TO RIDGE BEAM 16 GA 1 1/2" CORRI GATED METAL DECK 4x4x1/4" CONT. (EXCEPT @ RIDGE) W/ 1 /2"¢ A.B. ll @24'' o.c. -~ :cJ 1/2"ill A.B. @ 24"0.C. WELDED TO 3/8 x 4 WIDE CONT. It WELDED TO DECK 1 1 /2" THICK CORRIGATED STEEL DECK 8" LONG L6x6x1/4" W/1/2"</J A36 BOLT 0 0 0 DOLPHIN RIDGE DETAIL '/ 1' 's61s~ ~ ~-j~----~ 1 1/2" STEEL ~ "" METAL DECK ~ .:.. ~ -~ NON SHRINK GROUT (2) #5 CONT.___,, 1 /2"¢ A.B. AT 24"0.C. BOND BEAM _ (2) #4 CONT. -tt-1-t--19- 7 /8" STUCCO--~ W/REVEALS BOND BEAM (2) #4 CONT. -fj-----'.-+-<11 #5 VERTICAL ----,+--t-i @ 32'' o.c. BOND BEAM (2) #4 CONT. ---1+--tH-e BOND BEAM (2) #4 CONT. #4 DOWELS SPACED TO MATCH VERT. REINF. -----J-j----O"tl ------ 1 '-6" DOLPHIN WELD TO 3/8 x 4" WIDE CONT. ft WELDED TO DECK '-----8" THICK CMU WALL SOLID GROUT 4 .. 6" THICK CONCRETE SLAB ( ON GRADE W/ #4 AT 12" O.C. EACH WAY I PITCHED ROOF WALL SECTION SCALE: 1'' = 1 '-0" b I 0 ~ STANDING SEAM ROOF PANEL -/3' 1/2"</J A.B. @ 24''0.C. WELDED TO 3/8 x 4 WIDE CONT. ft WELDED TO DECK J6 S6., STANDING SEAM METAL ROOFING -, RIGI D INSULATION L, DECK"' >;_ --f\ (\ - / r RIGID INSULATION /4 ./ 1 1 /2" CORRI GATED STEEL DECK (2) #5 ---, \ ':/ CONT. ,) --V CMUJ I'-e,...., W12x14 L6x6x 1 / 4'' W /3-1 /2" 0 A36 BOLTS FS' LONG BOND BEAM (2) #5 CONT. W12x14 8" THICK CMU WALL ,__ __ BOND BEAM (2) #4 CONT. #5 VERTICAL --+----i @ 32" O.C. BOND BEAM (2) #4 CONT. BOND BEAM ---- (2) #4 CONT. -t~-e #4 DOWELS SPACED TO MATCH VERT. REINF .. ---+.-i 30 BAR DIA. LAP SOLID GROUT 6" THICK CONCRETE SLAB / ON GRADE W/ #4 AT 12" O.C. EACH WAY (/) w (t'. ~ -------+- - 6" 1 '-0" 6" DOLPHIN INTERIOR WALL SECTION SCALE: 1" = 1 '-0" S2 S6 S3 S6 C-3004-X DANIEL llOYLE ENGINEERING, INC. 1---+--+-----------+---I APPROVED EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL 41006 'i(~J,,, DATE BY DESCRIPTION APP'D RCE NO. DATE REVISIONS UTLITIES ER CITY OF NEWPORT BEACH DATE •14·'\i., DESIGNED RFH DRAWN RCA CHECKED RCH DA TE 8/29/96 DOLPHIN WELL SITE SECTIONS & DETAILS CITY OF NEWPORT BEACH W-5254-S S6 SHEET 34 OF 55 0 ' £11 "' 1 /2"¢ A.B. @ 8" 0. C. 8" CMU 3/,i_" RIGID INSULATION ¾." RIGID INSULATION ¾." RIGID INSULATION 1/2" AB @ 24" O.C. WELDED TO 3/8' x4" WIDE CONT ft WELDED TO DECK 11/2" CORRIGATED STEEL DECK 1 1/2' CORRIGATED STEEL DECK 1 1/2" CORRIGATED STEEL DECK MC8x8.5 TAMURA 1 ½" CORRIGATED STEEL DECK ½" A.B. @24" O.C. BOLTED TO MC8x8.5 CONT CHANNEL ½" AB @ 24' O.C. WELDED TO 3/8' x4' WIDE CONT It WELDED TO DECK VENEER ANCHORAGE WITH ~-+-1---JOINT REINFORCEMENT AT 24" 0.C.. NOTE LADDER SHOULD BE IN GROUTED JOINTS OF CMU & BRICK THAT LINE UP. BRICK BELOW TAMURA DETAIL IN PLAN VENEER DETAIL SCALE: 1 1/ i' = 1 '-0" S7 S7 S5 S7 PRE-MANUFACTURED BRICK VENEER TRUSS TAMURA VENEER ANCHORAGE SCALE: 1 ½" = 1 '-0" STANDING SEAM METAL ROOF RIGID INSULATION 1 ½" CORRIGATED STEEL DECK RECORD DRAWING 11US lS A RECORD DRAWING OF 11IF FACILITIES IDEM'IF IED {M 1"11.E TITI,.E BLOCK ONLY AND HAS BEEN PREPARED IN PART . ON THE. BASIS OF INFORMATION COMPILED AND FllRNISIIED BY cmiERS. THE ENGINEER AND ClWNER(S) WILL NOT BE RESPONSJBLE FOR ANY ERROR1S) vR OMISSION(S) WIIICII HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTIJAL C."ONfll TIONS WILL VARY SOMEWHAT FROM TIIE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS TIIE VARIANCE HAY BE LARGE If THE PRECISE LOCATION OF ANl' FACILITY IS l!l!OIIIRED, l'IIE FACILITY SHOULD BE FIELD LOCATED IN THB PiPSflll'.I! OF AN.EMPLOYEE OF 'l1IE DISTRICT OR THE OIIJIEll{S) OF THE UTILITIES INVOLVED DETAIL@ S7 1/2" AB @ 24" O.C. WELDED TO 3/8" x4" WIDE CONT It WELDED TO DECK MC8x8.5 SOLID GROUT 16 GA 11/z" CORRIGATED (2) #5 CONT. MC6x12 DOLPHIN DETAIL 4x4x ¼" BENT PLATE W/1/2'¢ A.B. W12x14 SCALE: 11/ i_' = 1 '-0" -- ,__ __ SHRINK GROUT IE. 3/8"x4" WIDE CONT. W/ 1/2"¢ A.B. AT 24"0.C. (WELD A.B. TO CONT It) 8" THICK CMU WALL SOLID GROUT 6" THICK CONCRETE SLAB ON GRADE W/ #4 AT 12" O.C. EACH WAY 0 W12 X 14 [----------------- ---------------~ • (() CMU SOLID GROUT TAMURA DETAIL SCALE: 11/i_' = 1 '-0" a=== = IJ'li =====u ----~ L6x6x ¼ 8" IN LONG W/ ½" A.B. 3 EA 57 S7 S5 S7 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ~ ... ,. , .. "" i"i/jjr~_ .. ~. ccc»a-·· --, n:: (3) #4 CONT. LJ "" -_J . -• 0 tO 0 h I I . I ~ ~ 2' -0" I •11_11~ i-,~-----~,, -COMPACT TO TAMURA 95% DENSITY ~!~~~~; WALL SECTION @ DANIEL IOnE ENGINEEIHNG, INC R2H ENCINEERING, INC. CONSUIJING STROOIURAL ENGINEERS 1154S W. BERNARDO CT .• SUll'E 300 SAN DIEGO, c.t.lJFORNA 92127 PHONE (819) B73-11-4-16 rAX (819) B73-11-4-18 41006 "I j J / ,., RCE NO. DATE 0 0 MC8x8.5 0 0 TAMURA MC8x8.5 (2) 6x5x 1/,i." BENT PLATE W/½"¢ A.B. W12x14 W12x14 TAMURA (2) 4x4x 1/,i." BENT PLATE W/1/2"¢ A.B. ROOF FRAMING DETAIL ROOF PENETRATION DETAIL@ STANDING SEAM ROOF RIGID INSULATION 1 1/2' CORRIGATED STEEL DECK -~ 'Ii• A.B. @24" O,C, >-' " WELDED TO 3/8" x4x WIDE CONT It I\~~ I\,/~ ~ ~ ':'..,,--.._,,-., f\ ?(2) #5 CONT.-t--+1t:,. \ ' . W12x14 \. I , LJ ---D / ' L6x6x ¼." 8'' 3-1/2"¢ A.B. LONG W// - (2) #4 BOND BEAM-~ (2) #4 BOND BEAM #5 @ 32" O.C. --+--,-i (2) #4 BOND BEAM -+-....,.__ (2) #4 BOND BEAM -+-,.+-. #4 DOWELS SPACED TO MATCH VERT. REINF. 30 BAR DIA. LAP .. (3) #4 CONT.- TAMURA 6'' 1 '-CJ' INTERIOR WALL SCALE: 1"=1 '-0" L6x6x ¼." 8" LONG W/ 3-1/2"1/J A.B. ,__ __ 8" THICK CMU WALL - I - 6" SOLID GROUT 6" THICK CONCRETE SLAB ( ON GRADE W/ #4 AT 12" O.C. EACH WAY 4Q SECTION APPROVED tO N S5 C-3004-X >-----!--+-----------f-------1 AVENUE WELLS DATE BY DESCRIPTION APP'D REVISIONS DESIGNED RFH DRAWN RCA CHECKED R CH DATE B/29/96 TAMURA WELL SITE SECTIONS & DETAILS CITY OF NEWPORT BEACH W-5254-S S7 SHEET 35 OF 55 OJ V, 0 I tn 111 COPING-BLUE TO MATCH ADJACENT BUILDINGS FLASHING CANT STRIP ROOF MEMBRANE SINGLE PLY ROOF MEMBRANE COPING STANDING SEAM METAL ROOF • • REINFORCEMENT @ • • ,-,,-,,-,,..... • ~ BOND BEAMS / SEE WALL SECTION r--,-/\ • • • #4 @32" • RIGID INSULATION 1 1/2" METAL DECK 1 1/2" CORRIGATED STEEL DECK ¾" RIGID INSULATION ¾" RIGID INSULATION 11/2" 16GA CORRIGATED • • L3x3x 13/1 s' WELDED TO DECK & 1/2'0 A.B.~4" O.C. -~ r--. ..... Cf) 7/,;/,' STUCCO STEEL DECK • • a::: 8" CMU SOLID GROUT DOLPHIN • • • • • • • • • • W12x14 L6x6x 1/4' W/ 1/i' A.B. W12x14 ANGLE REMOVED AT I-BEAM 6x5x 1/4" BENT It W/1/2'¢ BOLTS <Zf~a----W14x22 2x4 20 GA METAL STUD____,/' @ 1 6" o.c. WALL DEPTH I A" [ VARIES W/ PITCH ~ L3x4x 3/16" CUT AWAY @ W1 4x22 (SLOPE TO MATCH ROOF PITCH) PARAPET PERP TO DECK(Ji@ DOLPHIN PARAPET @ PITCHED ROOF CAP-BLUE TO MATCH ADJACENT BUILDINGS • • FLASHING CANT STRIP ROOF MEMBRANE RIGID INSULATION 1 1/2" METAL DECK L3x3x 3/1 s' CONT DECK SUPPORT 1/2"¢ ANCHORS @ 36" O.C. @ CURVE W/ 3"L4x4x ¼ 2-1/2"¢ BOLTS 12" O.C. 8" CMU PARAPET PARALLEL TO DECK@ • • • STUCCO • _/:~ • • • DOLPHIN S3 NON SHRINK GROUT 3/ 4" RIGID INSULATION 11/2" METAL DECK ½"0 A.B. @24" O.C. WELDED TO 3/8" x4" WIDE It WELDED TO DECK 8" CMU SOLID GROUT PITCHED ROOF TO WALL CONNECTION SCALE: 1 1/2" = 1 '-0" SINGLE PLY ROOF MEMBRANE CORRIGATED 1 1/2" STEEL DECK ¾" RIGID INSULATION W12x14 6x5x 1// BENT It W/1/2"¢ BOLTS W14x22 2x4 20 GA METAL STUD @ 1 6" O.C. WALL HEIGHT VARIES W/ PITCH 4" DOLPHIN PARAPET ALONG 4-#6 OPENING 4 • 8" MAX COPING 2x4 20 GA METAL STUDS ¾" RIGID INSULATION 1 6 GA 1 ½" STEEL DECK WELDED TO ANGLE L3x4x3/16" CUT AWAY @ W14x22 SLOPE TO MATCH ROOF PITCH SHORT WALL WALL REINFORCING AS CALLED FOR IN WALL SECTIONS 0 TYPICAL EDGE STIFFENER DETAIL AT 14 FOOT HIGH WALL SCALE: 1" = 1 '-0" Underground Service Alert Call: TOLL FREE 1-800 422-4133 1WO WORKING DAYS BEFORE YOU DIG S2 S8 S4 S8 R2H ENGINEERING, INC. ';lli]_;, CONSU.11NG STRIJCIURAL ENGNERS 11!1411 W. BERNARDO CT., SURE 300 SAN DIED>, CHJFORNA. 92127 ...... n) PHONE (e19) 673-8411 ·----',£!, rAX (819) 673-8>118 DOLPHIN W14x22 • • 1 /2" ¢ BOLT 2 EA SIDE • ~.------CHANNEL WELDED I-BEAM L::::::::..,k+, _ _::.~~ METAL STUD WALL @ 1 6" o.c . :U=JJ:;z--=11-~___,~~--==-=~L~6:x6x 1 / 4" 1 o" LONG • . • • Jc::l==~ • • • • • W/ (4) 1/2"¢ A.B . L3x4x1/4" ANGLE SLOPE TO MATCH PITCHED ROOF, WELD TO DECK 3x3x 1 /3" BENT PLATE ;1=:=====l:::,:~ 8" CMU SOLID GROUT • . • • • PARAPET TO WALL CONNECTION 1 #5 BAR 40 BAR DIAMETERS 24" MIN REINFORCEMENT @ BOND BEAMS SEE SECTION 6D w #5 REINFORCING BARS OF SEE WALL SECTION FOR REINF w I- (2)#4 RE w INFORCING BARS ~ <( 0 a::: \. <( II) .... 0 \ ~,1 ""' \ -- < ,; . L ....___ ~ .......__ .._______...... \ STRUCTURAL WALL JOINT DETAIL AT HIGH WALL L4x4x1/4" CONT BENT CURVE W/1/2"¢ A.V. @24" S2 S8 S4 SB o.c. R = 4'-0" RECORD DRAWING . rl'IS IS A !ECORD DRAWING OF THE FACILITIES IDENTIFIED !,. th THl Tl fLE ULOCK ONLY AND HAS BEEN PREPARED lN PART I ON THE BASIS OF INFORMATION COMPILED AND FURNISHED SY " OTHl'RS. !'HE ENGINEFJ! AND ()1,/NER(S) WILL NOf BE iiESl'mSJBLE FOR ANY ERROR(S) 0R OMISSION(S) WIIICH HAVE BC:EN INCORPORATED INTO THIS DRAWING. ACTIJAL CONJll'rIONS WILL VARY SOMEWHAT FROM THF, CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS TIIE VARIANCE MAY BE J.AkGE !f TIIE PRECISE LOCATION OF ANY FACILlTY IS REQUIRED, TIIE FACILITY SHOULD BE FIELD !..OCATED IN THE P.RESENCE OF AN.EMPLOYEE OF THE DISTRICT OR THE OWN!lll;S) OF TIii! UTILITIES INVOLVED ..... lli!.!alll@II~--~-----..... DOLPHIN STRUCTURAL WALL CURVE DETAIL STRUCTURAL WALL CORNER DETAIL~ SCALE: 1" = 1 '-0" SCALE: 1 ½" = 1 '-0" 2-#5 OPENING <l • 0 1 6" MAX S2 SB WALL REINFORCING AS CALLED FOR IN WALL SECTIONS 0 TYPICAL EDGE STIFFENER DETAIL AT 10 FOOT HIGH WALL S2 SB S4 SB DANIEL BOYLE ENGINEElllNG, INC. 1----+--+------------+---l ~}Clt 41006 "r&/,, PROCT MANAGER RCE NO. DATE DATE BY DESCRIPTION APP'D REVISIONS SEE ~FOR S4 S8 CORNE REINF. ~ #5 @ 12" o.c. VERT. & HORIZ. DRAINAGE PIT APPROVED UTLmEs EN ER CITY OF NEWPORT BEACH DATE ·14·'11- DESIGNED RFH DRAWN RCA CHECKED RCH DATE 8/29/96 4'X4' GRATE ' • S2 S8 #5 @ 12" O.C. EACH WAY S2 SB S4 S8 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS WELL SITE DETAILS CITY OF NEWPORT BEACH W-5254-S S8 SHEET 36 OF 55 ~ (J1 l/1 I.{) 0 ~ CD O> I 0 ::::> <( I r----N . -w I rn a.. 7 U1 _J _J ~ f-- 0:'.'. 0 a.. z / U1 w _J > . . w CONDUIT PLAN Iii Iii II ~ LOS D ~ZS ~ZS ~SOV t8J --@ SINGLE LINE SCHEMATIC DESCRIPTION QIAQRAM OIAQRAM 0 )100AF :) CIRCUIT BREAKER. UPPER NUMBER IS FRAME SIZE. a 50AT LOWER NUMBER IS TRIP RA TING 0 THREE POSITION SWITCH. MAINTAINED CONTACT °"'o FUNCTION MAY VARY AS NOTED ON DIAGRAMS. CENTER POSITION IS OFF ✓ TWO POSITION SWITCH. MAINTAINED CONTACT 0 FUNCTION MAY VARY AS NOTED ON DIAGRAMS <LL MOMENTARY CONTACT PUSHBUTTON, FUNCTION MAY VARY AS NOTED ON DIAGRAMS LOS MOMENTARY CONTACT PUSHBUTTON WITH PROVISION <LL FOR LOCKOUT. ~ ~ LOCKABLE DISCONNECT SWITCH. RA TING AND DETAILS AS NOTED ON DRAWINGS. ~ LIMIT SWITCH. NORMALLY OPEN °""""' LIMIT SWITCH. NORMALLY CLOSED TIME DELAY RELAY CONTACT. ~NOTO OFF DELAY, NORMALLY OPEN, TIME OPEN TNCTC TIME DELAY RELAY CONTACT. OFF DELAY, NORMALLY CLOSED, TIME CLOSED ~NOTC TIME DELAY RELAY CONTACT. ON DELAY, NORMALLY OPEN, TIME CLOSED A NCTO TIME DELAY RELAY CONTACT. ON DELAY, NORMALLY CLOSED, TIME OPEN + SOLENOID OPERATED VALVE --<f-----<f---MOTOR CONTROL CENTER DRAWOUT STABS 2 MOTOR STARTER WITH THERMAL OVERLOADS. -I f-o-'X,o-NUMBER INDICATES NEMA SIZE OL -1-f-MOTOR OVERLOAD CONTACT 0 0 MOTOR, NUMBER INDICATES HORSEPOWER ~ INDICATING LIGHT, PUSH-TO-TEST. LETTER INDICATES COLOR. -R=RED B=BLUE G=GREEN A=AMBER W=WHITE G) CONTACTOR OR RELAY COIL. LETTER OR NUMBER IS DESIGNATION M NORMALLY CLOSED CONTACT. LETTER OR --¾t-NUMBER IS DESIGNATION M NORMALLY OPEN CONTACT. LETTER OR --l f-NUMBER IS DESIGNATION s RUNNING TIME METER, NON-RESETTABLE ~20• SA -rr::n-FUSE, NUMBER INDICATES RA TING "U.L.ur' CONTROL TRANSFORMER. RATING AS NOTED ON ~ DRAWINGS OR AS REQUIRED BASED ON LOAD SERVED. 0 AMMETER ~ AMMETER SWITCH 0 KEY INTERLOCK "· . ,, .. .. RECORD DRAWING ' it flliS !S A RECORD DRAWING OF THE FACILITIES lDEJ\!TIFlED '! EN 111£ TITLE BLOCK ONLY AND HAS BEEN PREl'ARED [N PART ; ON THE BASIS OF INFORMATION COHPILED AND FURNISHED 8V OTHERS. THE ENGINEER AND ClWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR1S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. AC'l1JAL CON!lJTIONS WILL VARY SOOIMIAT FROM TH!'. CONDITIONS SIIOIIN HEREON AND A1 SOM!:. LOCATIONS THE VARIANCE MAY • BE LARGE !f TIIE PRECISE LOCATION OF ANY FACILlTY IS REOIJIRED, lHE FACILm SHOIIl,D BF. FIELD LOCATED IN THB l'RF.SFJICE OF AN.EMPLOYEE OF THE DISTRICT OR THE OI/IIEl!iS) OF THE UTILITIES INVOLVED CONDUIT SINGLE LINE SCHEMATIC DESCRIPTION QQND!,!IT SINGLE LINE SCHEMATIQ DESCRIPTION M!i QIAQRAM QIAQRAM PLAN QIAQRAM QIAQRAM @ KILOWATT METER 0 DRIVEN GROUND ROD -3/4" X 10' Cu CLAD STEEL ® lllPs °K PRESSURE SWITCH. CONTACT ACTION AS NOTED ON DRAWINGS DRIVEN GROUND ROD ANO GROUND ROD TEST WELL [TI UJ.J-J POWER TRANSFORMER. RA TINGS AS NOTED PANELBOARD OR AS NOTED ON DRAWING rrYY', ON DRAWINGS - qp DUPLEX RECEPTACLE. 20A, SPEC GRADE GROUNDING TYPE. UNLESS OTHERWISE NOTED VVV\.. LIQUIDTIGHT FLEXIBLE CONDUIT ON ORA WIN GS. ◄ _L _L _L TELEPHONE OUTLET - - - GROUND ------ 0 JUNCTION BOX OR CONDUIT FITTING AS NOTED OR REQUIRED. eru-.,.n..n.n.., .,..n.nrLo HEATER, RA TING AS NOTED ON DRAWING (SHOWN WITH CONDUIT TURNING UP) l!li LS 6 LEVEL SWITCH, CONTACT ACTION □ □ AS NOTED ON DRAWINGS HORN OR AUDIBLE SIGNAL D .-----, .-----, 0 I I I I CONTROL PANEL OR EQUIPMENT AS NOTED ANNUNCIATOR ALARM WINDOW L --_J L_ __ _J ~FS ""-t' FLOW SWITCH, CONTACT ACTION AS NOTED ON ¢ ¢ ¢ DRAWINGS PHASE $ FLUSH TOGGLE SWITCH, SINGLE POLE, SINGLE THROW □ TERMINAL, INTERNAL WIRING $' FLUSH TOGGLE SWITCH, THREE WAY !!!I TERMINAL, FIELD WIRING l-0------l FLUORESCENT FIXTURE. SEE LIGHTING SCHEDULE. IDs MAGNETIC DOOR SWITCH K) LIGHTING FIXTURE, WALL MOUNTED ----3 SEE LIGHTING SCHEDULE CONDUIT STUB OUT Qxx DISCONNECT SWITCH, F = FUSED □ MH-MANHOLE PB-PULLBOX HH-HANDHOLE 0-{x NF = NON-FUSED OR AS NOTED ON DRAWINGS PB XX = AMP RATING -1-TELEPHONE CONDUIT. SIZE AS NOTED DRAWING SCHEDULE GROUNDING GRID OR GROUNDING CONDUCTOR -G-SIZE AS REQUIRED OR AS NOTED ON DRAWINGS DRAWING TITLE -G--L ELECTRICAL STANDARD SYMBOLS AND GROUND PIGTAIL. SIZE AS NOTED ON DRAWINGS E-1 ABBREVIATIONS ! G-EXOTHERMIC GROUND CONNECTION E-2 DOLPHIN AVE. WELL & TAMURA SCHOOL ELECTRICAL SITE PLANS E-3 l DOLPHIN AVENUE POWER & LIGHTING PLANS -G BOLTED GROUND CONNECTION E-4 TAMURA SCHOOL POWER & LIGHTING PLANS --0 CONDUIT BENDING UP E-5 TYPICAL SINGLE LINE DIAGRAM & ELEVATIONS • CONDUIT BENDING DOWN E-6 ELECTRICAL SCHEDULES ----UNDERGROUND OR CONCEALED CONDUIT E-7 CONTROL DIAGRAMS EXPOSED CONDUIT. NOTE: ALL EXPOSED CONDUIT SHALL BE RGS UNLESS OTHERWISE NOTED ON DRAWINGS E-8 CONTROL DIAGRAMS $• HOMERUN CONDUIT WITH 3 CONDUCTORS, NEUTRAL AND GROUND, CIRCUITS 1,3,5 E-9 PB1 1,3,5 PANEL PB1 DETAILS $M MANUAL MOTOR STARTER 0 TELEMETRY POINT VIA PLC $K ~0--KEY OPERATED SWITCH Underground Service Alert DANIEL BOYLE ENGINEERING, INC. ~ROfE. S.S· l1J1~, '!<.,'\) .,,.. ~ ~ MORAES/PHAM •• Call: TOLL FREE g 'C1~• 4f%<'.t, & ASSOCIATES =-... ~ 2:; 0 '1·; , .• : -,Z:- ---I'..') C. ' f1"\ CONSULTING ELECTRICAL & MECHANICAL ENGINEERS 1-800 ir' -SN' l1~'orr0 ':: Ex . 6/ D/99 5235 AVENI DA ENCi NAS STE. G ' C 422-4133 *<": ""'* CARLSBAD CA, 92008 (619) 431-7177 "'? 'f' CTR \"'I-,;,'>' \-~@-' 4/·, ~ t or CAL\\G 41006 "'lf:.1.l1.r... TWO WORKING IJA YS BEFORE YOU DIG V • PROi E~T MANAGER RCE NO . DATE STANDARD ABBREVIATIONS ~ ro m • "' 0 A AMPERES MAX MAXIMUM ~ l' " ► a z m AC AL TERNA TING CURRENT MC MAINTAINED CONTACT [) AF AMPERE FRAME MCC MOTOR CONTROL CENTER AFC ABOVE FINISHED CONCRETE MCM THOUSAND CIRCULAR MILS AFF ABOVE FINISHED FLOOR MCP MOTOR CIRCUIT PROTECTOR ,, L. ~ ~l " AFG ABOVE FINISHED GRADE MH MANHOLE AT AMPERE TRIP MIN MINIMUM OR MINUTE ATS AU TOMA TIC TRANSFER SWITCH MLO MAIN LUGS ONLY AUX AUXILIARY MOV MOTOR OPERATED VALVE ACTUATOR AUTO AUTOMATIC MTG MOUNTING AWG AMERICAN WIRE GAUGE MTR MOTOR BC BARE COPPER N NEUTRAL BD BOARD NA NON-AUTOMATIC BKR BREAKER NC NORMALLY CLOSED C CONDUIT NCIO NORMALLY CLOSED, CAB CABINET INSTANTANEOUS OPEN CB CIRCUIT BREAKER NCTC NORMALLY CLOSED, CKT CIRCUIT TIME CLOSE CLG CEILING NCTO NORMALLY CLOSE, c.o. CONDUIT ONLY TIME OPEN COMPT COMPARTMENT NEC NATIONAL ELECTRIC CODE COND CONDUCTOR NIC NOT IN CONTRACT CONT CONTROL No NUMBER CONTD CONTINUED NO NORMALLY OPEN CPT CONTROL POWER TRANSFORMER NOIC NORMALLY OPEN, CP CONTROL PANEL INSTANTANEOUS CLOSE CT CURRENT TRANSFORMER NOTC NORMALLY OPEN, cu COPPER TIME CLOSE CR CONTROL RELAY NOTO NORMALLY OPEN, DC DIRECT CURRENT TIME OPEN DISC DISCONNECT NP NAMEPLATE DISC SW DISCONNECT SWITCH NTS NOT TO SCALE DPOT DOUBLE POLE DOUBLE THROW OL OVERLOAD ~I ~i u DPST DOUBLE POLE SINGLE THROW PB PUSHBUTTON OWG DRAWING PB PULLBOX OS DOOR SWITCH PC PHOTOCELL EL,ELEV ELEVATION PNL PANEL EMT ELECTRICAL METALLIC TUBING POS POSITION ~ ('J ' 0 ~ § " 0 ~ m 0 n " -" '. < ' z 0 C z < -, EO ELECTRICALLY OPERATED PR PAIR . m • " " EXIST EXISTING PRI PRIMARY FBO FURNISHED BY OWNER PS PRESSURE SWITCH □ -' ~ " t 7 FDR FEEDER PSL PRESSURE SWITCH-LOW _m n FIN FINISHED PSH PRESSURE SWITCH-HIGH ,, C FLA FULL LOAD AMPS PT POTENTIAL TRANSFORMER cl "" FLEX FLEXIBLE PVC POLYVINYL CHLORIDE z " FM FLOW METER PFR POWER FAILURE RELAY FS FLOW SWITCH PVC/RGS PVC JACKETED RIGID FT OR' FEET OR FOOT FT FLOW TRANSMITTER GALVANIZED STEEL CONDUIT FUT FUTURE RECEP RECEPTACLE GALV GALVANIZED RGS RIGID GALVANIZED STEEL CONDUIT GD GAS DETECTORS SEC SECONDARY GFI GROUND FAULT INTERRUPTER SEL SELECTOR SP SPARE GFP GROUND FAULT PROTECTION SPEC SPECIFICATION GND GROUND ss STAINLESS STEEL HH HANDHOLE SPOT SINGLE POLE DOUBLE THROW HOA HAND/OFF /AUTO SPST SINGLE POLE SINGLE THROW HTR HEATER SST SOLID STATE STARTER IC INTERRUPTING CURRENT IN OR " INCHES OR INCH SCE SOUTHERN CALIF. EDISON ST SHUNT TRIP IND INDICATING STA STATION INST INSTANTANEOUS INSTR INSTRUMENT STL STEEL INTLK INTERLOCK STR STARTER JS OR J JUNCTION BOX, CONDULET OR sv SOLENOID VALVE FITTING AS REQUIRED BY NEC. SW SWITCH UNLESS OTHERWISE NOTED SWBD SWITCHBOARD KW KILOWATTS TB TERMINAL BOX LCL LONG CONTINUOUS LOAD TEL TELEPHONE LCP LOCAL CONTROL PANEL TEMP TEMPERATURE TERM TERMINAL LEV LEVEL LIM LIMIT TM TELEMETRY LR LOCAL/REMOTE TS TEMPERATURE SWITCH LOS LOCKOUT STOP STATION TW/SH TWISTED SHIELDED LS LEVEL SWITCH TYP TYPICAL LT LEVEL TRANSMITTER UNGND UNDERGROUND LTG LIGHTING UON UNLESS OTHERWISE NOTED LV LOW VOLTAGE V VOLTS MA MILLIAMPERE w WATTS MAINT MAINTAINED w/ WITH MAN MANUAL W/0 WITHOUT WP WEATHERPROOF ~ ()I • -I ~ 0 • ' • (J1 1.11 D r ,,, ,'.• ~ n r 0 n 0 m 0 0 " "' u " m 0 n "' '" ~ < 2 a C z " ~ n □ ~ 'ii ,,, <: n z XFMR TRANSFORMER !" 0 XP EXPLOSION PROOF ,, C ZS LIMIT SWITCH " 0 :u 3W THREE WIRE 4W FOUR WIRE z ,, -··~--~-~ I C-3004-X APPRdAOVED. EQUIPPING OF DOLPHIN AVENUE y 1 AND TAMURA SCHOOL WELLS ""I. ,/ . M~AEL 51;cz-I ., R.C.E. 46214 UTILITIES E ER ELECTRICAL ST AND ARD SYMBOLS CITY OF NEWPORT BEACH AND ABBREVIATIONS DATE "1-1~•'1(., DATE BY DESCRIPTION APP'□ DESIGNED JMM DRAWN JLK CITY OF NEWPORT BEACH W-5254-~ E-1 REVISIONS CHECKED JMM DATE 8/96 SHEET 37 OF 55 . <D ()) I 0 ::::, <( I r--- N . N w I OJ Q_ ~ ':'.3 _J ~ I- C!:'.'. 0 Q_ z / (I) w _J > (_) z f'ULL Box ~ ---------< 1---------------------------------------------------------------------------------------------------------------------------------------------------_l >---------1 I I I I I I I I I r====-1=1-=--=-=--=-~---____ -_-_--_-_---_--_--_-_--_-_-_-________ _____ I -----t---- 1 I I I I I I I I I I I <-1 // ~ .,.,/.,,,- i ' ' I L ___________________ - ' _JIJ_',, ___ I --------l-1-1----------- 1 \ I ==--------:..__ -=-.J.===-::'<:' =-=\c:±X ==l;:=''=:±)c-t-=c:=!'j:Xc====-:= X I I I I X 'MSB' 9 'M~ 0 130 I l i --[--. -_ --------------------------------------"' ----=-r-~------------_ -::i -j + -~ -~ -I· I --J.., ~ TEl((O Sl':E -. & -' TAMURA AVE. ELECTRICAL SITE PLAN SCALE: 1"=10' 'MSB' 'MCP' 0 ' I r-00 -1 -1--f~TE -- ;) 6 + L'f'---"'-' ~-scE PADMOUNT TRANSFORMER ~~-~L~~~~-=~-=~-~~~-~~-=£~~~~~~~~~~-~.--~~~~~0~-~=-=-2~~~~-.~~--J0~:?~-i:~~~-~-=-2-~-~-~~-~-~0ti·~_'_,~)~\_'_'~-~~-~~~L~~/-O~O-~~~-~~~~--:~ ffi G;J" e-;;-===±:::z:=t::-=;--=-;=:!:'11::::'-;-=-=f-=;-= -=;;-I;;-~~=~;;;-~=~;;;-~=c=_;;;-~:::Ji~=~~~;!!}.r~,I~~==-=~I;--'/;='=-I;-;=-==-t;-;=-=~J;~~=~J;~~=~;;;;;;;;;;;;;;;J~:;f~:~:~:~t;~:~;~;~;~~:~;~;~;~:~~;~;~I~~;~;f;~;:;J;;~J:~:;;:;;;;;;;;;;;;;;;;;~ 1"?.o __ ~d~: __ ... :_~~.-.·z·Hift.'f8t77T" 'N p ~~,...,,..,~<x.;Af'-,1'/lii;!,,...~•,,· ,~.r"-__ , ' ~ ..., .-.ct~-_::-..·.w.3l''_'_~~-~ : i RECORD DRAWING .1, : j ;~ r1' ~ ill!CoRD DRAWING 01' 'l1ll! FACILITHlS lH!l'T:iFIEll . -' g: 1;fR ttn.E BLOCK ONLY AND lfAS BEEll l'Rtlf·.~RED [N PAWf ' ', ,:..-, T.,ll BASIS OJ; INFORMATION COOl'IL!'J> AND FURNISHED er ' -,,-df'!:S. THF. ENGINEER AND <1WNER(S) WILL NOT BE ~~~1S!_flLE FOR ANY ERROll\S) \JR OMISSION(S) W!JTCH • •' "' t, BlkN INCORPORATED INTO TilIS DRAWING • ACTUAL ( "!'ill fIONS WILL VARY SOMEWHAT FROM TI!E, CONDITIONS . ~~:'J'l)J 1:EREO~ AND AT SOME LOCATIONS THE VARIANCE MAY f-RO~:~, ~ ~Ia~1::o~TION OF Alff FACILITY IS "lillSENCE OF All. EIIPLOYEB OF BE FIELD !.OCATEll Ill fflE • WIJl'n •5, rn, THE ,,..., -TllB DISXRICT OR ffiE / ----"' ' "" u.......,.ms IIIVOLIIED ' _' ;:~-'tt;": . ~ DOLP "'i I f\J ;\VENUE DOLPHIN AVE. ELECTRICAL SITE PLAN ~ MORAES/PHAM & ASSOCIATES CONSULTING ELECTRICAL & MECHANICAL ENGINEERS 5235 AVENIDA ENCINAS STE. G CARLSBAD CA. 92008 (619) 431-7177 SCALE: 1"=10' Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG I'- I. I I I I I I I . . ®4 +-@ ··-t "' • . .l. ·J. rE'tco scE • DANIEL BOYLE ENGINEE/llNG, INC l---+--+--------------1----1 APPROVED ~ . ORI R.C,E. 46214 l---+----li~-------------11----1 UTILITIE GINEER !, I). ''.«ECORD DRAWIAJ&:s" CITY OF NEWPORT BEACH ffi DA TE "I -I ~ ·'lb /O/q7 41006 'f / :,/-,t, RCE NO. DATE DATE BY DESCRIPTION APP'D DESIGNED JMM CRAWN JLK REVISIONS CHECKED JMM CATE 8/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TA MURA SCHOOL WELLS DOLPHIN AVENUE WELL & TAM URA SHCOOL ELECTRICAL SITEPLANS CITY OF NEWPORT BEACH W-5254-E -2 SHEET 38 OF 55 ~ ~ □ ~ -~ D -!? s ~ z ]Tl n ~ 'ii u ~ "~-- o_ ., ln u, tD Q) I (.9 :) <( I l"-N I") w I CD 0... ? en =I w 3 f- 0::: 0 0... _3- (f) w _j > <.) 'MSB' ~// 7 r ELECTRIC ROOM EF-1 £, DS. DS \ MCP --~ ® flt--/ INTRUSION DOOR SWITCHES A + 10' (TYP.) E9 £ -- ...., 7 V B +9' _J -7 I _Pi/-) nl '-'7 I C ' ,~ 'C. 0 )! ' ffi I I . ~ u _/ . - 9 I "' I I { I I r;------------------------------"' I I I y IA--I ' ------- ~- ' \~ ,. J ~~J___ -f----°' a RECORD DRAWING ms ts A Rtnll!D DRAWIKG OF 'l1IE FACILITIES lllEIIT'fflcD UI 'ftlE Tllll BLOCl OILY AND HAS BEFJI PREPARED IN PAR'~ ON 1'11£ BASIS OF INFORMATION C(l1PILED AND FURNISHED 6\ OTH1lRS. TIIE ENGINEER AND OWNER(S) WIIL NOT BE. ~ESPONSJBLE FOR ANY ERROR1S) .JR OHISSION(S) WHICH RAVI! BEEN tMCORPORATED INTO n11s DRAWING. AcnJAL CONllJTIONS WILL VARY SCIIEIIIIAT FROM THE CONDITIONS SIIQIN HElll!ON AIIII AT SOIE LOCATIONS THE VARIANCE MAY BE LARGE If THI PRECISE LOCATION OF ANY FACILlTY IS Ra:JUIRED, l'BE FACILlTJ SIDJLD BE FIELD LOCATED IN TIIE P.RESEIICI! (»' Al. l!IIFLOfEE OF THE DISTRICI' OIi THE OIMEJ(S\ o, 'DIii Ul'ILlTlES DIVOLVBD t --------------- -' r1 ------- -7 ~0) " ' " -7 -------------- -------------- ~ J GRAPHIC SCALE (FEET) 4 8 12 ' I SCALE: 1/4"=1'-0" I PB-12 PB-5 DOLPHIN AVENUE POWER & SIGNAL PLAN SCALE: 1/4"=1'-0" , i' <;J 7 \;:> PANEL 'PB' I -! 7 ' -7 ~ -! . -7 ;,: (0) -I ~ -719 rn-{( I [j I --~~ ,., • -7 ! 7 ! 7 ! -' ----IT-------------------------------JTI [Jl, .,----s---.... , .. '\ ITT ITT ' l I I Ill-.... 111,J o )~~ [( 1--y ,;. llo{ 0 o I fXlif ~ .,J,, -r I l 'Ji_ I------'---------1-------I-L --------,ir e----------------~ ~ ' ~ L. ~ I -I '"---'' I I I I I I I I I I /----\ I I --I I I r ' I I I I I I J" ! I I I I ,~ I I }y I I $3 i3 I I I I I ' I I I I ' I I ,, I I PB-9 I I I;::,._ j 6 l;::,._j 9 DOLPHIN AVENUE LIGHTING PLAN ..JtPJ... MORAES/PHAM & ASSOCIATES CONSULTING ELECTRICAL & MECHANICAL ENGINEERS 5235 AVENIDA ENCINAS STE, G CARLSBAD CA. 92008 (619) 431-7177 SCALE: 1/4"=1'-0" Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 0 0 '" -- -7 . 7 ' 1) ' ' I Of-~ J --...... /' '\ PB-2,4 \ (OJ - \ \ \ - £ - -7 . " 1 '.ii) 7 CO); g . ~' ~ -"= -7 ---------------------------·- ----------------------------- ~ . '. J"' I n I A "-J 7 V ~7 « 1) 7a z ·'2, □' e ~~ - e ~ L \'~) f-- /' J , -~ -·~ 9 DANIEL BOYLE ENGINEERING, INC + 7' (TYP.) ~ •-'L IC) ( I l!'-----£ JC , ' ~!I ~--- -MOUNT ABOVE DOOR (TYP.) \ I I 9 I NOTES 0 REFER TO SHEET E-2 SITE PLAN FOR SCE AND TELCO SERVICE LAYOUTS. APPROVED C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TA MURA SCHOOL WELLS t---t----f---;---------------l-----l U S EN01 EER DOLPHIN A VENUE £ "RcCORJJ DRAWJNtlS" CITY oF NEWPORT aeAcH POWER AND LIGHTING PLANS 41006 ', /:r /-r, RCE NO. DATE /0!'17 DATE BY DESCRIPTION DATE '\ -11! -(.._ _ _ -----11--------------,----...----1 APP'D DESIGNED JMM DRAWN JLK 1---_j__ _ _j_ ____________ _L_ CITY OF NEWPORT BEACH W-5254-E-3 SHEET 39 OF 55 REVISIONS CHECKED JMM DATE 8/96 C ' ' • ~ . □ Lil 1l p < D 2 "' n ~ ~ 0 ~ z "~-- h m n D 0 m D ~ z • " m '" D 0 ' rn ~ -0 I,. gi 0 n 0 D -0 0 D Ci a z ' ~ z "' 0 p C ~ CJ ~ z ;; "' ~ • w ,J,) 0 ,.,, Ul .. 4 / I ~ 0 I.[) <O (Jl I <., :::J <l'. I " N ,.f w I CD CL 3-~ ...J w 3: I- ll'.: 0 CL 3- (/) w ...J ;? 0 I I I I I I I I I I l L....,-;;-:'B--K-----,.., - '-I 7 I? t::J -7 I --- , -y, ' ~ 11 ----j f I, a fA.-, 0 I.J ~- ' ' J""' ~ ~~ ~ - 9 RECORD DRAWING l'ltlS lS A RECORD DRAVIIIG OF '111 PACILlTil!S lllUl'tFl£D lll "M. n TLE lll.OCI'. OILY AIID HAS Bl!BI l'REPARID ll PAiT ON THE. BASIS OF INFORMATION COIPILED A1ID PIIDlSHID 6Y OTHERS. 111E ENGINEER AIID ~(S) WILL IIOf Bi RESPONSJ BLE FOR ANY ERRORlS) .:>R OOSSIOll(S) 1111101 HAVE BEEN INCORPORATED INTO THIS DRAVIIIG. AC'ruAL C0M!IITI0NS WILL VAR't sc»tEWBAT FR<J! TUii wdll'llillS SHOIIN HEREON AND AT SOME LOCATICIIS 11IE VARIANCE IIAY BE LARGE !F TIIE PRECISE LOCATION OF AIIY FACD.lTY 18 RIDUIRED, nm FACILITY SIIJIIUJ BE FIELD LOC:A-= IN 1RB PRESENCE OF All -l!HPLOYEE 1K' m DISTRICI' OR Oilt!Ello'S\ OF THE UTILITIES IIIWL'80 ' ' B . I ' -, ' ' ' ' ' ' ' ' ' - 'MSB' ~// 7 I PB-12 PB-5 r ~--- ELECTRIC ROOM ~------------.-,--,,_,__---+->~E-F---2---;.~-----------------------l I Ef-3 ~ 100~-~ ---------------------------------~ T ',---------p 105 s FT-2 ---------------- TAMURA SCHOOL POWER & SIGNAL PLAN SCALE: 1/4"~1'-0" . J' <J PANEL 7 \7 ....., 7V 1P81 +8' -7 --7 7 -7 --7 7 I ~: ~-~ ! -~-- n -7 5' lf n . CO) ~( V 0 (0) ,1 \'\I ~~( I -(o; 7 (w -I )) ,c 0 f ~;;,--§ ' u 7 . 'C . ....--.--. --! ~ . ~ '-,J _,,/ ~ • d, e, -----' i: ' . -7 , ~ 7 7 7 -7 I ------------------------~·0 - C-~ ----------------------- ( ( I --_1_J -----------------------------~ ~ -·-.__y ------------------------------ ---~~ ~ --~ - ' ' I I I I I I ' ' I ' ' ' I I I ' t---I ' ' ' I ' ' ' I \ --,----, ' ' I \ I ' f---7 I ' I ' ' ' l I ' ' I I ' ' I J""' J"' J ..... ', ,~ J J C' I I ' I g;3 }y ¢3 . ' ' ( ' I I ' ' I ! : ' ' I • ' ' ' ~ ' ' ' ' I I PB-9 I I ' ' l:: :,__j ~ ' ' l_/::) ~ ' ' ' 0 9 TAMURA SCHOOL LIGHTING PLAN SCALE: 1/4"~1•-o• Underground Service Alert DANIEL .BOYLE ENG.lNEElllNG, INC. ' ' . I l I ( I l' --- ' ' ' ' ' ' ' ' ' -, ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' --t ~ ' ' ' l ' I -9 ' ' ' ~ ' ,.--r-.,, 'V MOUNT ABOVE DOOR (TYP,) ffi I I r I \ 9 C NOTES CD REFER TO SHEET E-2 SITE PLAN FOR SCE AND PACIFIC BELL SERVICE LAYOUTS. C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TA MURA SCHOOL WELLS GRAPHIC SCALE (FEET) ~ MORAES/PHAM & ASSOCIATES Call: TOLL FREE 1-800 422-4133 R.C.E. 46214 TAMURA SCHOOL POWER & LIGHTING PLANS 0 4 8 12 ~ : 1 ' SCALE: 1/4"=1'-o" CONSULTING ELECTRICAL & MECHANICAL ENGINEERS 5235 A"JENIDA ENCINAS STE, G CARLSBAD CA. 92008 (619) 431-7177 TWO WORKING DAYS BEFORE YOU DIG P JECT MANAGER 41006 RCE NO. DATE 1----+---+----------------l--------l UTILITIES GINEER CITY OF NEWPORT BEACH DATE -\lo• "IC.. ID/97 ffi "p£coRD ORAW!N65 DATE BY DESCRIPTION APP'D DESIGNED JMM DRAWN JLK REVISIONS CHECKED JMM DATE 8/96 CITY OF NEWPORT BEACH W-5254-E-4 SHEET 40 OF 55 L 0 .!1- u, U1 I.I') 0 I.I') . co Q) I (.'.) :::, <( I " N . I.I') w I CD Q_ ? ~ _J ~ I-- Cl:'. 0 Q_ ? (/) w _J > u UGPS ( 101 -:1------<1 C 1 oo :1-----0 12 KV SCE i--3'-2" -- ■ f ■ f P1 P2 ~□ ~□ • 0 m WELL PUMP WELL PUMP SOLID STATE SOLID STATE STARTER STARTER ■ ■ ( _ S.C.E. ~---{M ~ - N T G UFER & COLD WATER PIPE -- MAIN CONTROL PANEL SEE 6B ~ NEMA 90HX36WX24D I SERVICE ENTRANCE SWBD 'MSB' 35 KAIC .... ---.-----·-1-2.,oo_A_._3_~_._4_w_. iiiii2""77.,f .. 4,.BO.,v ........ s.s_K_A_BRiiiA,iiCijilN,.G-------------------.--------..---------i BREAKERS (MIN.) ) 600A 3P ) 800A 3P ) 20A 2P ( 1 02 ,>----<I> ( 103 ~1-----<I ( 105 :---<I ® 800A GENERATOR RECEPTACLE ENCLOSURE l•••••I l•••••I 800A, 4P 5W, 480V 10 KVA 480V PRI 120/240V SEC C 1 06 ;>-----o GENERATOR CABLE RECEPTACLES NEMA 12 SOLID STATE COMBO STARTER W/BYPASS ( 109 ',1------<1 ( 114 J SEE NOTE 2 1---18 SHALLOW WELL P1 361 FLA NEMA 12 SOLID STATE COMBO STARTER W/BYPASS ( 1 10 -:1----<1 ( 121 J -8 DEEP WELIL P2 477 FLA TYPICAL SINGLE LINE DIAGRAM FIELD CONTROL DEVICES NOT INDICATED 0 KIRK KEY INTERLOCK PREVENTS MCB AND GEN BREAKER FROM BEING CLOSED AT SAME TIME. @ TAMURA SHALLOW WELL IS 250 HP. DOOR 0 PANEL 'PB' 12D/240V 30 POS. DOOR 0 ) 20A 3P ( 107 ~l------d> TR-PB fj8G NEMA 12 FVNR COMBO --STARTER --- HOA TflEl<M05TAT - 90" 1 EF-1 1.8 FLA UNDERGROUND PULL SECTION 0 - )20A 3P ) 100AT _[ 3P SPARE ( 1 08 ",1---~ S.C.E. D MAIN DI] K NEMA 12 FVNR COMBO STARTER 1 EF-2 1.8 FLA /.IOA -TJ.l!Ef?MtJSTAT fil 0 GEN BKR FILILER 10· TR PB LOAD CALCS P1 -300HP 361A P2 -400HP 477A PANEL -PB 12A EF-1 2A EF-2 2A 25% LARGEST MOTOR 120A TOTAL 974A NOTE: GENERATOR IS SIZED FOR ONE PUMP OPERATION ONLY. ---20" - PANEL PB r--HOUSEKEEPING PAD A TYPICAL CONTROL E UIPMENT ELEVATION ® TYPICAL SERVICE ENTRANCE SWITCHBOARD 'MSB' ELEVATION SCALE: 1 /2" = 1'-0" RECORD DRAWING ': rnrn rs A RECORD DRAWilfG OF '1111! FACILITIES l!IEM1Fl£D ;l [ N THE Tl ILE 111.0Cl ONLY AND HAS 8EEII PREPARED 111 PUT I . ON THE BASIS OF INFORMATION COIPILED ~ND PIIRlllSIIBD 61 O'!HERS. l1IE ENGINEER AND OWNl!R(S) WIIJ. N0r 8£ RESPONSIBLE FOR ANY ERRORlS) <lR OIIISSION(S) WHIQI .. ~AVE BEEN INCORPORATED INTO m1s DRAWIIG. AC'ruAL C0NnJTIONS WILL VARY SCJIEWIIAT FROM 111E <XIIDfflONS SHOWN HEREON AND AT SO!E LOCATIONS 1111! VARIANCE IIAY BE LAKGE IF 111E PRECISE LOCATION OF ANY FACILlTJ IS RFOOIRED, l1IE FACILITY SHOULD BE FIELD LOCATED IN 1R1! PRESEICE Of AN . 1!11PLOYEE Of DIE DISTRICT OR THE CM!Elt,Sl OP 'l1IE IITILII'IES IIIVOLYED -L••••------•--•••••• GRAPHIC SCALE (FEET) 0 2 4 SCALE: 1 /2"=1 '-0" SCALE: 1 /2" = 1'-o• ..APJ-.. MORAES/PHAM & ASSOCIATES CONSULTING ELECTRICAL & MECHANICAL EJifGINllERS 5235 AVENIDA ENCINAS SlE. G CARLSBAD CA. 92008 (619) 4J1-7177 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DANIEL BOYLE KNGINEElllNQ, INC 41006 '1/J/ ,, RCE NO. DATE C-3004-X APPROVED EQUIPPING OF DOLPHIN AVENUE 1-----+--+-----------f------l ~~EL~4=~R.~;.:'~. ~~4;-~14;.:.· I--A_N_D_T_A_M_U_R_A __ S_C_H_O_O_L_W_E_L_L_S---1 l-----+---+-----------+------1 UTILITIES INEER TYPICAL SINGLE LINE DIAGRAM /(J /'17 CITY OF NEWPORT BEACH AND ELEVATIONS DATE '\ -I~ .qr='-'-----4--------------------1 ~ '!!ECDR.0 OMWIAIG':;'' DESCRIPTION APP'D DESIGNED JMM DRAWN JLK 1-----'---..L._-------------'-----+-~ DATE BY CITY OF NEWPORT BEACH W-5254-E-5 SHEET 41 OF 55 REVISIONS CHECKED JMM DATE 8/96 .s:. - I 0 ,_() (D Ol I Cl ::) <( I l"- N -(D w I CD (l... 3-- (/) .J .J ti I- ~ 0 (l... z / (/) w .J > (.) LIGHTING FIXTURE SCHEDULE ITEM FIXTURE LAMP TYPE MANUFACTURER NO. ---SYMBOL TAG DESCRIPTION WATTS NO. OF LAMPS MOUNTING CATALOG NO. VOLTAGE WATTS EMERGENCY LIGHTING UNIT, 6 VOLT SELF 20W INCANDESCENT LITHONIA ~ ,..,,. @ ELU-2XN CONTAINED NI-CAD BATTERY. NEMA 4X. (2) WALL LJ 120VAC 7.2W, PAR36 SURE-LITES UMB-14 4' INDUSTRIAL TURRET W/FEED THROUGH BOW FLUORESCENT CHAIN PRUDENTIAL I I ® WIRING (2) HUNG P-202-4BRS 120VAC F40CW W/CHJ HANGER WALL PAK, DIE CAST HOUSING, CLEAR HOLOPHANE GLASS REFRACTOR WITH WIRE GUARD OR 65W HIGH PRESSURE WP1A050HP12BZP ~ © OUTDOOR, IMPACT-RESISTANT CLEAR SODIUM WALL WP1WGWP2TP POLYCARBONATE REFRACTOR. TAMPER 120VAC (1) LUMARK MICRO-PAK RESISTANT SCREWS. PHOTOCELL CONTROL. 50W HPMP-PC-50-120-LL PE/MT-TR ---- SURFACE PANEi PB 10,000 MOUNTING A.LC. SYM. 120/240 VOLT ~1_PHASE ~-WI RE MAIN 50A MCB BUS 100A -- LOCATION WATTAGE CKT CKT WATTAGE LOCATION IIIA IIIB REC LTG POLE BKR NO. IIIA /38 NO. BKR POLE LTG REC /1/A 1118 DEEP WELL RECPTACLE 360 2 1 20 1 2 20 1 180 SHALLOW WELL RECPT. DEEP WELL RECPTACLE 360 2 1 20 3 4 20 1 2 180 SHALLOW WELL RECPT. ELECT. RM. RECPT. 540 3 1 20 5 6 20 1 8 1000 MAIN CNTRL PNL. UPS STATION LIGHTS 960 1 20 7 8 20 1 300 MAIN CN TRL PNL OUTSIDE LIGHTS 325 5 1 20 9 10 20 1 300 MAIN CNTRL PNL STATION LTS 720 1 20 11 --• 12 20 1 300 ELEC. RM. FAN EF-3 13 14 15 16 17 18 19 20 21 22 t--------i ' 23 --0 II-24 • 1225 • 2040 WATTS/LINE 1480 780 -- i?A= 2705 i?B= 2820 TOTAL WATTS= 5525 AMPS/LINE= 23 LCL AMPS= --RECORD DRAWING . 1'816 1S A REalRD DRAIIIIIG OP TIii! FACILITil!S U8ftF 111!1 lll llll Tl lU Bt0Cl OILY AIID HAS 8El!JI PREPARED II PAIT ON 1'111. BASIS OF IIIPORHATIOII CO!PILED AIID FIIIIIIISIIID 8Y OTlll!RS. 11IE EIIGilll!l!R AIID Olllll!R(S) WILL NOT BE RBSPOIISJ 8LE FOIi ANY l!RRORlS) uR OIIISSIOll(S) IIIIICII Underground Service Alert RAVI BEEi! ua>Rl'ORATED INTO 1111S DIIAWIIG. AC'IUAL COIIIIIT[OIIS WILL VARY SIIIEWIIAT FRIii THE aJllllTIOIS ~\lorESSJ<ll< SIIOW HFJIEIJII AIID AT SOO LOCATIONS THE VARIANCE IIAT •• Call: TOLL FREE <.,," ~ BE LAIIGE If THE PRll:ISE LOCATION OF ANY FACILlff IS .JtPfi\. MORAES/PHAM & ASSOCIATES . = 1 0' ~~ 'Jja,: ►., " • RliDIIRED, 1111! FACILITr SHOULD BE FIELD LOCAT!!D Ilf ,a UJ &j ' ,:....-. -~~ a , I 1' PRESENCE OF All. l!IIPIDTBE OF THE DISTRICI' OR TIii CONSULTING ELECTRICAL & MECBANICAL ENGINEERS -1-800 ~ :,N 11l023(/) ~ OWNEJUSl OF '1111! UTILITIES INVOLVED Ex 6/30/99 5235 AVENI DA ENCINAS STE, G ' 422-4133 * «". '......, * CARLSBAD CA, 92008 (619) 431-71 77 J',-'"CTR\ c, 'I-.. ~-4;-,,... ~ ' or cM_,1~ TWO WORKING DAYS BEFORE YOU DIG CONDUIT FROM TO NO. SIZE QTY. 100 SCE SYSTEM SCE XFMR 101 (3) 5" SCE XFMR MSB 102 (2) 3" MSB GENERATOR RECEPTACLE 8 103 (2) 3" MSB Pl SST 6 104 (2) 3" MSB P2 SST 6 105 3/4" MSB TIR-PB 2 106 3/4" TR-PB PANEL PB 3 - 107 3/4" C MSB EF-1 3 108 3/4" C MSB EF-2 3 109 (2) 3" MSB Pl 6 2 110 (2) 3" MSB P2 6 2 111 1" MCP Pl SST 8 112 1 .. MCP P2 SST 8 113 ,. MCP LT-1 1 114 1 1/4" Pl SST P1 5 115 1" Pl SST SV-1A, SV-1B, FS-1, ZS-1A 8 116 ,. Pl SST PSL-1, PSH-1, ZS-18, LOS 8 ----- 117 ,. MCP FT-1, PT-1 2 118 ' 119 ' 120 ,. : MCP LT-2 1 121 1 1/4" P2 SST P2 5 122 1· P2 SST SV-2A, SV-2B, FS-2, ZS-2A 8 123 1" P2 SST PSL-2, PSH-2, ZS-2B, LOS 8 124 1· MCP , FT-2, PT-2 2 125 2" MCP MSB ' I 126 - 127 128 129 130 2" PAC BELL SYSTEM MCP DANIEL BOYLE ENGINEEllING, INC ,---' ' ~T~ER I--' DAT~ BY DESCRIPTION 41006 "16!_-,c ' REVISIONS RCE NO. DATE CABLE SIZE 500 MCM 250 MCM 500 MCM #10 #6 #12 - #12 250 MCM #14 500 MCM #14 #14 #14 #16 STP #16 SST #14 #14 #16 STP #16 STP #16 SST #14 #14 #16 STP APP'□ GND. VOLTAGE REMARKS 12 KV PER SCE DRAWINGS 480 PER SCE DRAWINGS -- 1/0 460 GENERA TOR CONN. #1 480 FEEDER 1/0 480 FEEDER #10 480 TRANSFORMER #10 120/240 PANELBOARD #12 480 FAN #12 480 FAN #1 480 P1 POWER -120 MOTOR WINDING HEATER 1/0 4B0 P2 POWER -120 MOTOR WINDING HEATER #14 120 CONTROL/STATUS #14 120 CONTROL/STATUS -24 Pl LEVEL SIGNAL --Pl RTD'S #14 120 Pl SEAL WATER & PCV DEVICES #14 120 Pl CONTROLS -24 P1 FLOW & PRESS SIGNALS -24 P2 LEVEL SIGNAL - -P2 RTD'S -- #14 120 P2 SEAL WATER & PCV DEVICES - #14 120 P2 CONTROLS -24 P2 FLOW & PRESS SIGNALS CONDUIT ONLY . PER TELCO REQUIREMENTS I C-3004-X APPROVED V '; EQUIPPING OF DOLPHIN AVENUE ,w1-L}/ AND TAMURA SCHOOL WELLS -· ~ AEL SJP"'CPRI R.C.E. 46214 U ILi TIES ~NEER ELECTRICAL SCHEDULES CITY OF N PORT BEACH DATE C\ •\'o•C\(;,, DESIGNED JMM 1 DRAWN JLK CITY OF NEWPORT BEACH W-5254-~ E-6 CHECKED JMM I OA TE 8/96 SHEET 42 OF 55 ...c ,-J 0 (.11 VI .. c • C l[) . CD 0) I Cl ::::> <( I r-- N r--w I (ll (l_ ? ~ _J ~ I- Q:'. 0 (l_ z / (f) w _J LL / (_) !------------------120 VAC UPS ______________________ _, 2 AT PUMP P1 PCV SHOWN IN FULLY OPEN POSITION CURRENT TRIP RELAY FROM LT-1 WELL LEVEL TRANSMITTER LOOP. CLOSES ON LOW LEVEL 22 ~ 1TDR-2 HAND 0 0FF ¥UTO SCADA I 1CR1 0 1TDR-3 MPR1 SST FR ----0 1TDR-4 1CR3 1LLR 1TDR-5 10L 3 1-------------------------11TDR1 1------- 4 5 1TDR-1 6 1CR2 7 6 ■ I 6 N.C. N.O. 1CR3 9---------; P1 SST KM1 10 SCADA I Pl RESET[ RESET 11 12 13 14 15 16 17 16 19 20 SCADA P1 SST KM4A SV-1B 1TDR-1 --'----o...,_c>-----------------oCBo-- SV-1A 1CR3 1CR2 PSL-1 1TDR2 !RR 1TDR-2 I ~l: 1CR2 PSH-1 1TDR3 1RR 1TDR-3 I 0-;t: CTR-1 1LLR 1CR1 FS-1 1RR 1TDR-4 I POSITION SWITCH OPENS ~l: WHEN CHECK VALVE OPENS 1CR2 ZS-1B 1TDR5 1RR 1TDR-5 ,__I --0-;::>----~ AT PUMP P2 I 2CR1 ,.---,. 23--------1 1-------------------------12TDR11------- 24 25 P2 SST KM4A SV-2B --,___.,,_-,,__--------------oCBo---J\, __ 1------➔ 2TDR-1 SV-2A RECORD DRAWING flllS IS A Rl!CORD DIIMIIIIG OF Tlli FACII.l'l'lfS Illl!l'l'lF .tlll Ill 1'11£ Tlll.E IILOCl ONLY AND HAS BEEi! l'REPARED 1• PAIT ON 1111i BASIS OF IIIFURIIATIOII CXJIPILED Allll l'UIIIISHID U Ol'lfl!RS. 11IE ENGIIIEP.ll AIID MER{S) VIU. IIC1r 11£ • RESPONSIBLE FOR Ml\' BRROKlS) llll OOSSIOl{S) IIIIIQI CONTROL POWER ON 2CR3 26 t----<J'-,.....Er-------11-------------------1 2TDR-1 P1 PUMP CALL 2CR2 PCV SHOWN IN---... FULLY OPEN 27 0.-.. ■1----11 POSlllON P1 RUN COMMAND 3,17 0-5 MIN. (PRE-LUBE TIME DELAY) 5,6 Pl SEAL WATER sov P1 PUMP CONTROL VALVE (PCV) SOV P1 RUN RELAY 7,12,14,19,40 P1 PERMISSIVE START 2,6,9 P1 RUN P1 RUN TIME METER P 1 RESET RELAY 13,15,16,20 Pl LOW DISCHARGE PRESSURE SWITCH SHUTDOWN 2,13,41 P1 HIGH DISCHARGE PRESSURE SWITCH SHUTDOWN 2,15,42 P1 LOW LEVEL RELAY 2,44 0-1 MINUTE PRE-LUBE FAILURE 2,16,40 P1 CHECK VALVE MALFUNCTION 2,20,42 P2 PUMP CALL CURRENT TRIP RELAY FROM LT-2 WELL LEVEL TRANSMITTER LOOP. CLOSES ON LOW LEVEL P2 RUN COMMAND 23,36 0-5 MIN. (PRE-LUBE TIME DELAY) 25,26 P2 SEAL WATER sov P2 PUMP CONTROL VALVE (PCV) SOV ... 1-<ci._._ N.C. 2CR3 26 1-------------------------12CR31------- P2 SST KM1 29 SCADA [P2 RESET[ RESET 30 2RR 2CR2 PSL-2 31 32 2RR 2TDR-2 I °K 2CR2 PSH-2 33---------+-------1 2TDR3 34 2RR 2TDR-3 I ~l: CTR-2 35----------------1 2LLR 2CR1 FS-2 36 --------------; 2TDR4 37 2RR I 2TDR-4 ,,,--POSlllON SWITCH OPENS ,__------<o-;::>-----~/ WHEN CHECK VALVE OPENS 2CR2 ZS-2B 36 39 ZRR 2TDR-5 J1----------007'!0-------' 40 41 42 43 44 ..l.-----(S) WIRE THROUGH TO PUMP NO. 1 1 CRZ SST CON TROLLER T'--------i(S) START/STOP (SHT E-5) 1TDR2 ,---o.._~1-:---t~ -0 P1 LOW A T DISCHARGE PRESSURE '---------~ 1TDR3 ....-~o-.Ao------~~ -0 Pl HIGH A T DISCHARGE PRESSURE '--------~ P1 * ~P1 HOA T HOA AUTO b------~ IN AUTO 1LLR -0 P1 LOW LEVEL Underground Service Alert 1TDR4 °l:: ~A ~ ~~E-LUBE Y ~FAIL '---------~ 1TDR5 .----o~-J::o------, AA ~ 6~ECK VALVE Y ~ MALFUNCTION '---------~ DANIEL BOYLE ENGINEERING, INC. P2 RUN RELAY 27,31,33,38,45 P2 PREMISSIVE START 22,26,28 j_.-----;(S) WIRE THROUGH TO 45 ZCR2 PUMP NO. 2 T SST CONTROLLER ~-----<(S) START/STOP (SHT E-5) 2TDR2 46 ~----~~A ~ 6~~~~GE I y ~ PRESSURE '---------' 2TDR4 .----0-~~,_____~~ 2TDR5 0 ,::o------, 0 P2 PRE-LUBE FAIL P2 RUN 47 ~A ~ ~~ECK VALVE Y ~ MALFUNCTION P2 RUN TIME METER P2 RESET RELAY 32,34,37,39 P2 LOW DISCHARGE PRESSURE SWITCH SHUTDOWN 22,32,46 P2 HIGH DISCHARGE PRESSURE SWITCH SHUTDOWN 22,34,47 P2 LOW LEVEL RELAY 22,49 0-1 MINUTE PRE-LUBE FAILURE 22,37,45 P2 CHECK VALVE MALFUNCTION 22,39,47 ,__ ______ __, P2 * ◊P2 46 HOA T HOA AUTO ,__ ______ ~ IN AUTO 49 2LLR 0 ® 0 0 -0 P2 LOW LEVEL WELL CONTROL LOGIC DIAGRAM NOTE: ALL EQUIPMENT IS LOCATED IN THE MAIN CONTROL PANEL UNLESS OTHERWISE NOTED. 0--0 ALARM POINT AT WHICH THE AUXILIARY CONTACT ON ANNUNCIATOR PANEL T RELAY SHALL BE WIRED THROUGH TO TELEMETRY PLC. AUXILIARY CONTACT SHALL FOLLOW FIELD CONTACT. PROVIDE SLAVE RELAYS AS REQUIRED TO MEET LOGIC REQUIREMENTS. MOTOR PROTECTIVE RELAY (MPR) IN STARTER. OPENS ON MOTOR WINDING TEMP, BEARING TEMP, OVERLOAD, UNBALANCE, SINGLE PHASE, GROUND FAULT, PHASE REVERSAL. C-3004-X ----------------,f------l APPRov;o 1' y EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS RAYi! BEEN IIKXlRIUATED INTO 11118 DRAWING. ACTllaL CONDJTIOIIS WILL VARY S<IIEWIIAT FRO! THP. COlultliilS Sl0/11 HP.RPI AND AT SIIIE LOCATIOIIS 11IE YARIAIICI IIIA1 ~ MORAES/PHAM & ASSOCIATES Call: TOLL FREE 1-800 422-4133 ~// !---+---+-----CHAE ORI R.C.E. 46214 BB LARGE If THE Plll!CISE LOCATION OF ANT FACILlTI II dlllllilD, IRE FACILl'l'I' SHOULD BE FIELD LOCAT!ID IN 'ID P.Rl!Sl!IICE OF AJl.l!IIPLOYBI! OP TIIE DISTRICT OR 1111! OIIIIEIUSl OF THE UTILITIES INVOLVED CONSULTING ELECTRICAL & MECHANICAL ENGINEERS 5235 AVENI DA ENCINAS STE, G CARLSBAD CA, 92008 (619) 431-7177 TWO WORKING DAYS BEFORE YOU DIG ~J_ hc+tANAGER 41006 9}1/,r, RCE NO. DATE DATE BY DESCRIPTION REVISIONS -+----I UTILITIE .ENGINEER APP'D CITY OF NEWPORT BEACH DATE '\-l<r,-'I& DESIGNED JMM DRAWN JLK CHECKED JMM DATE 8/96 CONTROLS CITY OF NEWPORT BEACH W-5254-E-7 1-----~-----1 SHEET 43 OF 55 i1 • ~ n ~ "' i < -" ~ " " C'. " 0 -" 7 ;; b ~ " s 'il ~ g -0 m C, -D ~ ~ J i' '5 < z •O m • C D " Q ~ ~ z fTI " 1= I ~I "' " ~ • J; 2 OJ 0 -I • "' V, u ~ :c r, ~ 0 C D 0 m 0 u -D '" -u -0 m 0 D ~ -~ " , '5 C z < • ·-m • -D -• Q ~ ~ -rn • .. D z Jti 0 p L " 0 CD z " --- j (X) I") l() . <D O> I (.'.) ::::) <( I r---- N . (X) w I CD o_ z / (/) _J _J ~ l-o-: 0 o_ 3- (/) w _J ;;-, (.) KM4 KM4 KM4 _[ KM4A T _[ KMl T _[ MPR I FR T KMl ~ MPRl KM1 KM1 KM1 120V -- OAR CR2 I ■I RCR FR OAR M I OL RESET _l._ OAR OVERLOAD FR FR FR cS) WIRE THROUGH TO MCP (2 SEC) E6 LINE 2 (P1) KM3 cS) E6 LINE 22 (P2) KM4A cS) WIRE THROUGH TO MCP E6 LINE 10 (Pl) cS) E6 LINE 29 (P2) FR cS) WIRE THROUGH KM1 TO MCP E6 LINE 2 (P1) E6 LINE 22 (P2) MOTOR cS) KM1 WINDING HTR <t> PUMP RUN MOTOR PROTECTION RELAY (SEE DIAGRAM) -0 SST CONTROL DIAGRAM P1 (P2J DIAGRAM IS BASED ON SQUARE D AL TISTART 23 RECORD DRAWING LOCATED IN MCP FAULT RCR 0~ END START UP ' / RUN COMMAND RELAY FAULT RELAY ISOLATION CONT ACTOR OVERLOAD ALARM RELAY SHORTING CONT ACTOR PILOT RELAY SHORTING CONT ACTOR POWER ON FAULT RUN UPPER BEARING LOWER BEARING WINDING A'I> WINDING Bill WINDING C0 l'HIS IS A R1!WRD DRAIIIIIG OF '1111! FACUJ.1'IES Illl!l11FllD Di TH£ TllU BLOCl ONLY AND HAS BEl!lt PREPARED 111 P"8'1 OIi 'l11i BASIS OF INFORMATION al!PILED AND FUUISll1!D 91' ODll!RS. 'l1IE BIIGIIEER AND C411ER(S) WIU. NOi' Bl RBSl'QISJBLB POii ANY l!RROR\S) tlR OOSSION(S) lllllat HA'II 111111 lllCOIIPORATBD IN'IU 111IS DRAWING. AC'fllAL COIIDITIONS IIILL YAltY SllflMIAT FRIJ! 11lr; COIOltlllllS SlDIII 111111D1 AND AT S<JtE LOCATIONS THE VARIANCE l'IAI BE LA11G1 If 11IE PRIEISll LOCATION OI' ANl' FACILlTI 19 IWAIIRBD, 1'BE PACILiff SHOULD BE FIELD LOCA~ IN 1HB P.l!ESENCI! OF AJl. l!Nl'WfEE OF THE DISTRICT OR THE Olll!!EJl{Sl OF 'l'HI! UTILITIES INVOLVED ..At>I\._ MORAES/PHAM & ASSOCIATES CONSULTING ELECTRICAL & MECHANICAL ENGINEERS 1--------MCP 24 voe ----------1 CONTROL ---ROOM DEEP WELL DEEP WELL OS K o DS &, K o DS ~ K o DS ffi K o •-----------120V, 19), PB-6 ------------, CONTROL POWER RELAY , -7 I r-r---+--------------+-----, I ~ 0 SHf',Ll,OW •--~ WELl N0.1 --...-1---LOCATED IN MAIN CONTROL PANEL l' f' f' f' J' DS ill SHALLOW WELL '----e K oOVERRIDE ARMED TDR-6 c;;--~~A -0 INTRUSION INTRUSION CIRCUIT 6MPR 1;R't XI _,r- _,r- MOTOR PROTECTION RELAY MUL TILIN 269 _,r-OR EQUAL -- _r- - -- A B C A -L1 --I --,LL I L2 B -- I :.L C -L3 ---- 120 VAC r ' l l - .l --- TWISTED SHIELDED N0.2 ---+-- NQ . .3--~ NQ.4--...- I 120 VOLT SINGLE PHASE UNINTERUPTABLE POWER SUPPLY L _ _J \___ 120 VOLT, SINGLE PHASE OUTPUT RECEPTACLES (SEE NOTE 3) 1. CORD CAPS USED FOR CONNECTION TO UPS RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTllRED BY BRYANT OR HUBBELL. CORDS SHALL ENTER WIREWAY IN A NEAT ANO WORKMANLIKE MANNER AND SHALL BE PERMANENTIL Y LABELED TO IDENTIFY ORIGIN. WIRE TIES SHALL BE AS MANUFACTURED BY THOMAS AND BETTS OR APPROVED EQUAL 2. EQUIPMENT SHA.LL BE SOLIDLY MOUNTED IN PLAIN ~EW WITH TERMINALS AND RECEPTACLES READILY ACCESSIBLE FOR MAINTENA.NCE AND METERING PURPOSES. 3. NO. 1 -ANNUNCIATOR NO. 2 -CONTROL LOGIC NO. 3 -TELEMETRY NO. 4 -SPARE ZERO SEQUENCE GROUND FAULT UPS DIAGRAM A 1M -------<1 I o------<--------i I -------<1~0----1---------l I ,,--L-.... -- RUN & o OF'F" T/..1£i<MD5TAT 10L / _J_ 0 o-1 .AUTO l J ........, 'G/F' - ~M1 I : I--, I - ✓ MOTOR I\..,.,___- 1M G ----0 3-PHASE CT'S ' '.J., (1 )-GROUNDED CT LL I TYPICAL EXHAUST FAN MOTOR PROTECTION RELAY DIAGRAM Underground Service Alert DANlEl, BOYLE ENGINEEIIING, INC. CPR 1 10L LOSS OF NORM AL >-"""' T CONTROL POWER EF1 (EF2) C-3004-X CONTROL DIAGRAMS 5235 AVENI CIA ENC[ NAS STE. G CARLSBAD CA. 92008 (619) 431-7177 Call: TOLL FREE 1-800 422-4133 ~NAGER DATE BY DESCRIPTION APP'D DESIGNED JMM DRAWN JLK TWO WORKING DAYS BEFORE YOU DIG 41006 7/:1/2, 1---~-~----------~---+----+-------1 RCE NO. DATE REVISIONS CHECKED JMM DATE 8/96 CITY OF NEWPORT BEACH W-5254-E-8 SHEET 44 OF 55 0 ~; ' ~ ~ I I ~ z '" ~ ~ 0 :'1 " 0 (11 V'I .. 4 O') t') l() . <D O') I C) ::J <( I r--- N O') w I CD a... 7 (f) _J _J ~ l-o:: 0 a... 3- (f) w _J G:: / 0 J-BOX ~ FLEXIBLE CONDUIT ROTARY ACTION LIMIT SWITCH (MOUNT OPPOSITE OF DOOR HINGE) 1 /2" TO 4" ADJUSTABLE LEVER ACTUATOR WITH ROLLER PROVIDE ALUMINUM SHIM WHERE REQUIRED. SECURE TO DOOR (2) PLACES MIN. ENTRY DOOR NOTE: / PROVIDE ALUMINUM MOUNTING BRACKET WHERE REQUIRED SECURE TO FRAME WITH (2) MOUNTING SCREWS MIN. MOUNTING SCREWS ARE NOT TO PENETRATE OUTSIDE WALL OUTSIDE ENTRY ACTUTATE SWITCH WHEN DOOR OPENS AT 15' MAX. @DOOR ENTRY SWITCHES N.T.S. ,--------FREE STANDING STRUCTURE ~--GENERATOR RECEPTACLE ENCLOSURE NEMA 12 0 0 0 0 O >---+-----(2) 400A GENERATOR CABLE RECEPTACLES POSI-LOK PANEL CROUSE-HINDS E0400 SERIES OR APPROVED EQUAL RECEPTACLES SHALL HAVE PROVISIONS FOR PADLOCKING (2) .3"C GENERATOR RECEPTACLE CONNECTION EXTERIOR PANEL SHOWN WITH DOOR OPEN N.T.S. CABLE ------.. ENTRY AREA IN SULA TING BUSHING----... SEE NOTE 2 SCHEDULE 40 MALE PVC TERMINAL ADAPTOR PAD FINISHED FLOOR ,f ,f ,f SCHEDULE 80 PVC __ _,,. EXTENSION. (LENGTH AS REQUIRED) SCHEDULE 40 ---~ PVC COUPLING ,f ,f ,f SCHEDULE 40 PVC-~------~ 90' ELBOW I SEE NOTE 1 ,f ,f ,f ,! ,f ,f ,f ,f FREE STANDING ENCLOSURE CONDUIT ENTRY DETAIL NOTES: GRADE SCHEDULE 40 PVC CONDUIT EXISTING INTO CONCRETE ENCASEMENT SCHEDULE 40 PVC COUPLING 1. ALL CONDUITS ENTERING ENCLOSURE SHAUL TURN UP PLUMB AND SHALL TERMINATE AT EQUAL LENGTHS. CONDUITS SHALL BE ADEQUATELY SUPPORTED TO REDUCE SHIFTING DURING CONCRETE POUR. CONDUITS SHALL BE ARRANGED IN ROWS AND SHALL BE EVENLY SPACED AND POSITIONED FOR EASY ACCESS AND CABLE PULLING. 2. ALL CONDUITS ENTERING ENCLOSURE SHALL BE FURNISHED COMPLETE WITH IN SULA TING BUSHINGS. BUSHINGS SHALL BE OZ/GEDNEY TYPE A. RIGID GALVANIZED STEEL CONDUITS ENTERING CABINET SHAUL BE FURNISHED WITH GROUNDING TYPE BUSHINGS OZ/GEDNEY TYPE BLG OR APPROVED EQUAL. GROUNDING BUSHINGS SHALL 0[ SUITABLY BONDED PER N.E.C. REQUIREMENTS. 3. ALL CONDUIT ONLY RUNS SHALL CONTAIN A NYLON MEASURING TAPE AS MANUFACTURED BY IDEAL OR APPROVED EQUAL. TAPE SHALL BE OF SUFFICIENT LENGTH AND SHALL BE NEATLY WRAPPED AND SECURED AT EACH END FOR FUTURE ACCESS. -12" MINIMUM I 90% COMPACTION BACKFILL WARNING TAPE .3" MINIMUM CONCRETE ENCASEMENT CONCRETE ENCASED CONDUIT RECORD DRAWING 111111 rs A R11CORD DRMIIIIG OP 'l'RI! PACILlTIBS lDl!lnFlD [II TH£ TllU BLOCl alLY AND RAS BID PREPARED ll PAIT ON THI BASIS OF Ilffl)IIMATION CIIIPILl!II AND PIIRNlSIIID 9' OTHl!RS. 1111 l!IIGINEER AIID VWIIER(S) WILL NOf Ill Rl!SPONSJBLE FOR ANT ERRORlS) '111 OIIISSION(S) WHIOI RAVI BEE11 uiQlll'OR,ITED INTO THIS DIWIDIG. AC1VIL COIIIIJTlOIIS IIRL VARY SOIEVIIAT PRO! 'l'lll llllllllTimS S1«M1 HUD MID AT SIii! LOCATIOIIS THE VARlallCE Ml BB LARGE If TBE PRa:IS£ LOCATION OF All1' FACILlff JI RROIIIRED, 1'RE FACILlff SIIJD,D 8E FIELD LIICA'1'1!11 II m PRESENCE OF .U.PJll'LOIBB OP '1118 DISIUCI' Oil '1'111 Olll!Elt(S) OP 1BE unLlTIIII Il10LIED NTS LOCK-OUT STOP---~ RGS CONDUIT. OFFSET AS REQUIRED. BASEPLATE SHALL NOT BE MODIFIED FOR CONDUIT ENTRY. FLEXIBLE UQUIDTIGHT-~ CONDUIT AND APPROVED FITTINGS TO DEVICES AS SHOWN ON PLANS. 8" X 8" X 1/4" BASEPLATE RADIUS AND FILE SMOOTH J/8" X 3" ANCHOR BOLT WITH STAINLESS STEEL FLAT WASHER AND NUT (TYP. OF 4) .,,---1/8" MILD STEEL PLATE, SIZED TO FIT .,,----1/4" /20 HEX HEAD STAINLESS STEEL CAP SCREWS. PROVIDE STAINLESS FLAT WASHER AND LOCKNUT ON REAR OF MOUNTING PLATE. -------4" /4.5 LB. PER FT. CHANNEL IRON I ---------STAINLESS STEEL CONDUIT CLAMP ~;l;t:::------=------AND HARDWARE '-UNISTRUT SUPPORT. WELD TO CHANNEL IRON I I I I u 11 u 11 11 I I ,,,---4X4 FS BOX FINISHED FLOOR OR GRADE I 'j='-=--=-=-"/;-_______ TO MCP ([)LOS CONTROL PEDESTAL NTS 1. ENTIRE CONTROL STATION PEDESTAL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING. ALL EDGES AND CORNERS SHALL BE ROUNDED OFF EVENLY AND FILED SMOOTH BEFORE GALVANIZING. 2. CONTRACTOR SHALL ADJUST LAYOUT AS REQUIRED TO SUIT EQUIPMENT ACTUAUL Y FURNISHED. 3. UQUIDTIGHT CONDUIT SHALL NOT EXCEED 24" WITHOUT APPROVED SUPPORTS. CONNECTORS SHALL BE AS MANUFACTURED BY ETP OR APPLETON. 4. HEX HEAD HARDWARE SHALL BE USED THROUGHOUT, SLOTTED HEAD SCREWS SHALL NOT BE ACCEPTABLE. 1 /4" SHAUL BE CONSIDERED MINIMUM. DRILL 1/4" OD--~ AIR ESCAPE HOLE AT 18" 0/CC (TYP) 3/16" 3" AT 12" OC CONCRETE FLOOR --~ OR SLAB 1--------'m~-------~;.c--,;-Li 4"C5.4 TYP FIJUL --I-_/ LENGTH FRONT AND BACK 1 /2"X6" ANCHOR ------------------< BOLTS AT 13" 0/C MIN. TYP. ~-GROUT ALL AROUND AFTER ASSEMBLY AND ERECTION EQUIPMENT PAD CONCRETE FLOOR OR SLAB TYPICAL FREESTANDING EQUIPMENT MOUNTING N.T.S. C-3004-X 4, ALL CONDUCTORS EXITING CONDUITS SHALL BE NEATLY TRAINED AND HARNESSED. CABLE TIES, MOUNTING BASES AND STANDOFFS SHALL BE USED THROUGHOUT JOB AND SHALL BE AS MANUFACTURED BY THOMAS AND BETTS OR APPROVED EQUAL. ADHESIVE TYPE MOUNTING BASES SHALL NOT BE USED. Underground Service Alert DANIEL BOYLE ENGINEElllNC, INC 1---+-- APPROVED / EQUIPPING OF DOLPHIN A VENUE AND TAMURA SCHOOL WELLS ~ MORAES/PHAM & ASSOCIATES CONSULTING ELECTRICAL &: Ml!CIIANIC.U. ENGINEERS 5235 AVENI [IA ENCi NAS STE, G CARLSBAD CA. 92008 (619) 431-71 77 Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ------------+-~ 7 . 1---+---+--R.C.E. 46214 +--------------+---< UTILI IES NGINEER CITY NEWPORT BEACH DATE "\• DATE BY DESCRIPTION APP'C DESIGNED JMM DRAWN JLK 41006 ,:;/J/"i'_L t---~-~-----------~------t-----+---------1 RCE NO. DATE REVISIONS CHECKED JMM CATE 8/96 DETAILS CITY OF NEWPORT BEACH W-5254-E-9 SHEET 45 OF 55 ~ m • " ~ li ~ b " z !" C, "' ,; 0 " z ,. ~ z I 0 5 ' ~ " ~ 0 g " " 0 ,, m CJ n " ~ '? ~ z B C z ~ ~ rn m • ~ 0 '" ~~ ~ ; ~ • • . m 0 » C i~ ~ • ..c ~ V'I • INSTRUMENT IDENTIFICATION TAG LETTERS LETTER A B C D E F FIRST LETTER($} MEASURING OR INITIATING VARIABLE ANALYSIS BURNER, COMBUSTION CONDUCTIVITY DENSITY VOLTAGE FLOW RATE MODIFIER DIFFERENTIAL RATIOIFRACTION) READOUT OR PASSIVE FUNCTION ALARM PRIMARY ELEMENT SUCCEEDING LETTERS OUTPUT FUNCTION CONTROL MODIFIER G GAUGE GLASS, VIEWING DEVICE H J K L M N 0 p Q R s T u V w X y z HAND !MANUAL) CURRENT !ELECTRICAL) POWER TIME OR TIME SCHEDULE LEVEL MOTION INTRUSION TOROUE PRESSURE, VACUUM QUANTITY RADIATION SPEED. FREQUENCY TEMPERATURE MUL TIVARIABLE VIBRATION WEIGHT, FORCE UNCLASSIFIED EVENT, STATE OR PRESENCE POSITION SCAN TIME RATE OF CHANGE MOMENTARY INTEGRATE, TOTALIZE SAFETY X AXIS Y AXIS Z AXIS INDICATE LIGHT ORIFICE, RESTRICTION POINT CONNECTION RECORD OR PRINT MULTIFUNCTION WELL UNCLASSIFIED CONTROL STATION SWITCH TRANSMIT MULTIFUNCTION VALVE OR LOUVER UNCLASSIFIED RELAY, COMPUTE, CONVERT DRIVER, ACTUATOR, FINAL CONTROL ELEMENT HIGH LOW (CLOSE) MIDDLE NORMAL MULTIFUNCTION UNCLASSIFIED REFERENCE ISA-SS.I SECTION 5.1. AND TABLE 2 FOR EXPLANATION AND TYPICAL LETTER COMBINATIONS PROCESS CONTROL FUNCTION DESIGNATIONS (SEE ISA-S5.I TABLE 3 FOR EQUATIONS) /FUNCTION 0 xx SEE NOTE 3 SUMMING AVERAGING DIFFERENCE PROPORTIONAL INTEGRAL DERIVATIVE MULTIPLYING DIVIDING ROOT EXTRACTING EXPONENTIAL NONLINEAR OR UNSPECIFIED FUNCTION TIME FUNCTION HIGH SELECTING LOW LIMITING HIGH LIMITING DESIGNATION I I I I I I II I I II 11 FUNCTION XX Lin KOR P SOR I d/dt OR D X • • IIX) IITJ > ANALYSIS PARAMETERS /ANALYSIS PARAMETER 0 xx DO 02 03 pH S02 NTU PC SEE NOTE 3 PARAMETERS CHLORINE CARBON DIOXIDE DEW POINT DISSOLVED OXYGEN OXYGEN OZONE pH CELL SULFUR DIOXIDE TURBIDITY PARTICLE COUNTER 0 GENERAL INSTRUMENTATION AND CONTROL FUNCTION SYMBOLS DISCRETE INSTRUMENTS LOCATION EQUIPMENT /FIELD MOUNTED INEWI INSTRUMENTS SHARING A COMMON HOUSING EQUIPMENT /FIELD MOUNTED SEE NOTE BELOW LOCAL PANEL OR MCC MOUNTED, OPERATOR ACCESSIBLE; SEE NOTE BELOW AUXILIARY LOCATION, NORMALLY ACCESSIBLE. t I INSTRUMENTS LINE SYMBOLS PRIMARY PROCESSING PIPING OR FLOW CHANNEL PROCESS FLOW DIRECTION ARROW PROCESS LINE CROSSING INOT CONNECTED) m 8 8 8 ----------------- SECONDARY PROCESS PIPING AUXILIARY PROCESS PIPING ELECTRICAL SIGNAL ELECTRICAL SIGNAL DIRECTION ARROW PANEL OR MCC MOUNTED, OPERATOR INACCESSIBLE. SEE NOTE BELOW -0--0-0--0--0--0-INTERNAL SYSTEM SIGNAL LINK (SOFTWARE OR DATA HIGHWAY) 00 INSTRUMENTS SHARING A COMMON HOUSING, PANEL OR MCC MOUNTED. SEE NOTE BELOW NOTE; A BOX WILL BE DRAWN AROUND ALL INSTRUMENTS MOUNTED IN THE SAME PANEL. HARDWIRE INTERLOCKS 0. SEE CONTROL DIAGRAM 1 FOR LOGIC AND WIRING CDX DETAILS 0 0 HAND SWITCH CONTROL FUNCTIONS ® SEE NOTE I @xxx SEE NOTE I H/L IS/OS L/_ L/L LLR L/L/S L/A/OOS S/LO/S 0/C 0/S/C PTT R/L s SIS M/A HAND SWITCH LIGHT ILLUMINATED BY HAND SWITCH CONT ACT SELECTOR SWITCH OR PUSH-BUTTON !MAINTAINED OR MOMENTARY CONTACTS) HIGH/LOW IN SERVICE/ OUT OF SERVICE LOCAL/_ (PANEL) LEAD/LAG LOW LEVEL RESET LEAD/LAG/STANDBY LOCAL/AUTO/ OUT OF SERVICE START/LOCKOUT STOP OPEN/CLOSE OPEN/STOP/CLOSE PUSH-TO-TEST RAISE/LOWER START START/STOP MANUAL/ AUTO AND (ALL SIGNALS) OR (ANY ONE SIGNAL) INDICATING LIGHTS @xxx @xxx SEE NOTE I SEE NOTE I * OTHER IDENTIFICATION LETTERS SUCH AS "IA" ZL" MAY ALSO BE USED. A ACC C EMER F/D FAIL GF L/R 0 OL 00 DOS PCC PF ROY SEO TRBL VAC AUTO AREA CONTROL CENTER CLOSED EMERGENCY FIELD/DCS EQUIPMENT FAILURE GROUND FAULT LOCAL REMOTE OPENED OVERLOAD ON/OFF OUT OF SERVICE PLANT CONTROL CENTER PHASE FAILURE READY SEQUENCE TROUBLE VACUUM 0 PANEL/PANEL OR PANEL/FIELD SEPARATION LINE PROCESS FLOW LINE CONTINUED: 0111 ANOTHER DRAWING • (NUMBER): 0111 SAME DRAWING • LETTER! PROCESS FLOW LINE CONTINUED OUTSIDE SCOPE OF DRAWINGS AUXILIARY SYSTEM FLOW STANDARD SYMBOLS a - ----[Ji----•~- ~ + ---;01--- 1• ---~c:J"<Jr----- ---0~-- . - B PILOT CONTROL VALVE CHECK VALVE ANNUBAR (FLOW ELEMENT) ELECTRIC MOTOR QUICK-CONNECT DRAIN BALL VALVE BALL VALVE (NORMALLY CLOSED) MANUAL GATE VALVE BYPASS VALVE PUMP CONTROL VALVE PUMP WELL PUMP PROPELLER METER t I I J~ r I I ~ ABBR. A A ATM DWG EXIST G HI H/0/A IA LO L/R M/A MCC NTU INPUT /OUTPUT SIGNALS ANALOG INPUT ANALOG OUTPUT y I I ~ DIGITAL INPUT DIGITAL OUTPUT I DATA LINK 0 I 0 ~ TERMINATION POINT FOR ANALOG INPUT TO PLC / ""-""-/ TERMINATION POINT FOR DISCRETE INPUT TO PLC I l I I TERMINATION POINT FOR ANALOG OUTPUT FROM PLC / ""-""-/ TERMINATION POINT FOR DISCRETE OUTPUT FROM PLC I v I I MISCELLANEOUS ABBREVIATIONS MEANING AIR AMBER LENS IF TO BOTTOM RIGHT OF LAMP ATMOSPHERE DRAWING EXISTING GREEN LENS IF TO BOTTOM RIGHT OF LAMP HIGH HAND/OFF/AUTO INSTRUMENT AIR LOW LOCAL/REMOTE MANUAL/AUTO MOTOR CONTROL CENTER TURBIDITY ABBR. ov PLC PNL PRESS PV PW R SA SP SPC S/R VE MEANING OVERFLOW PROGRAMMABLE LOGIC CONTROLLER PANEL PRESSURE PROCESS VARIABLE POTABLE WATER RED LENS IF TO THE BOTTOM RIGHT OF LAMP SAMPLE SET POINT SET POINT CONTROL STOP/RESET VENT AROOII> DRAw.G -a,,,q +esv ·iil1F'IH'IMTl!IIPF m w- • -'IIIIU ----.IS!l)l!ll8l JBL, MR • \11 lllllilffl' ---••: iiiii«iUIIIIIBM-+++ --:rt did _.,,.._llllll'E I S lllll 1/i/16 '\lliJ ell hW'\l;ij illllll'll --IBllll1111Sl7 AN 1 4 I IIILIIIIIG EWIIM!aNWWFi -1111118 _., PllffH· Dr I! VlF _JIii • 11,filR JIF 1111,. lli&W "'° WI (§8 llfT 3 ·fLllii9 .. • errmrnr •• • RIIUll ◄ e • .. •• .,.,. .. ,.. "•* ...... @ ,,. LOW SELECTING < REVERSE PROPORTIONAL -K OR -P TRANSDUCER AND CONVERTER DESIGNATION POWER SUPPLY ABB RE VIA TIONS THE FOLLOWING ADDITIONAL DESIGNATIONS MAY BE UTILIZED ADJACENT TO SOME VALVE OR GATE SYMBOLS. GENERAL NOTE: VELOCITY LIMITER BIAS I I SIGNAL MONITOR BOOSTER, REPEATER GAIN CONVERT I I V + OR -OR ::t H, I, HL I : I XX% OR X : I (SEE TRANSDUCER AND CONVERTER DESIGNATION PANEL FRONT VIEW SYMBOLS a S> PILOT LIGHT SELECTOR SWITCH 0 PUSH BUTTON [==:J INDICATOR A B BCD D E F H I ANALOG BINARY BINARY CODED DECIMAL DIGITAL VOLTAGE FREQUENCY HYDRAULIC CURRENT p PF R s RTD PNEUMATIC PULSE FREQUENCY RESISTANCE IELEC.J SPEED RESISTANCE TEMPER A TURE DETECTOR ES ws NOTE: ELECTRIC SUPPLY WATER SUPPLY A POWER SOURCE LABEL IS USED ONLY WHERE NECESSARY TO HELP CLARIFY AN INSTRUMENT OR SYSTEM FUNCTION. Underground Service Alert ~-~-. Call: TOLL FREE • = HEYER AND ASSOCIATES -~-1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSULTING SCADA AND INSIDUMENTATION E:-lGINEER1NG 2904 OAK Hill DRIVE ESCONDIDO, CA. 92027 (619} '(45-0865 FAX (om) 74-r,-24:10 NC= NORMALLY CLOSED NO = NORMALLY OPEN DANIEL BOYLE ENGINEERING, INC. ~ER 41006 RCE NO. 9-/:r(<rc. ' DATE THESE PROCESS AND MECHANICAL EQUIPMENT SYMBOLS ARE TO BE IN ACCORDANCE WITH THE MOST RECENT ISSUES OF: I. ANSI/ISA -S5.I "INSTRUMENTATION SYMBOLS AND IDENTIFICATION." 2. ANSI/ISA -S5.5 "GRAPHIC SYMBOLS FOR PROCESS DISPLAYS." 3. ANSI/ASA -Y32.II "GRAPHIC SYMBOLS FOR PROCESS FLOW DIAGRAMS.• 4. ANSI -Y32.IO "GRAPHIC SYMBOLS FOR FLUID POWER DIAGRAMS." APPROVED 1\ -A j •• ii / I 1--+---+-------------+---J SfCHA,i,r Sl'j CORI R C_E I C-3004-X --, EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS --1 1--+---+-------------+---J UTIL!"i~NGINEER Cll Y CF NEWr'ORT BEACH OA TC "1, l '6~C1f,• DATE BY OESCRll'TIIJN Af--'P'n DESIGNED GH DRAWN REVISIONS Ci-;ECKED RJQ DAIi:. 46214 JHK 8/96 INSTRUMENT ATION SYMBOLS AND NOTES CITY OF NEWPORT BEACH W-5254-SI 1-1 -; SHEET 46 OF 55 C:\PROJECTS\f\J03\106\CONTROLI DVVG 8/21/96 PLOT AT l=l D-39'1 I I ~ S'O•~C--~ ;i: D 5 .r:, r 0 Is ' (J1 U1 PLC WELL PUMP CONTROL PANEL RECORD DRAWING l'lllS n A IIIWIW DRAIIIIIG or 'DD! PACILlTIBS lllllDFJID Ill TIil lln.l BUD: alLY MID IUS 111!111 PIIPARED It PAff Oil THI BASIS OF IIPORIIATial allPILIID dll PUUialllD 6' Ol'lll!RS. 1111 BIIGIIIEl!R AIIII MBR(S) IIILL IOI' 8' R!S~JIU FOR ANY ERllOI\S) ,JR OOSSUll(S) WIIICII RAYi 11B1111 tllOlRPORA'l'KD INTO 1HIS IJIIAIIIIIG. ACIUAL CXIIDlTlOIIS 11ILL VARY SIIIEWIIAT PRO! m willUIUIIS S1111t9 HIIIDlN AND AT SIJIE LOCATI<IIS TIIE VAJIAIICI NAY II W1G1 IF THE PRll:ISE LOCATIOtl OF A11Y FACD.lff IS iUlliiD, ID FACILITY SlllllLD BE FIELD LDCA~ IN THI P!MIIICI OF .AII.BIPLOYBE OF THI! DISTRlCf OR TIii CIIIID,Sl OF '1'111! UTILITil!S INVOLVED r - - - -------(]][}-- - --I LEASED DIGITAL CIRCUIT TO 16th STREET I I I I I ,------,---,---7----7----,----7---,---,--1-------:--ffi-7-----,---1----,----,---7-----:------,----7---r------1------y------r---y-----7 ~ ,~L 00~ IIA ~le ; 1 1 ~/I ij~L ~I,~ ~II ~ ~IL ;~ ;IA ~le ~l1 ~l1 ~IL ijl ,~ ~It ~~ ~II ~Iv ~IA ~ 350 350 350 350 350 350 350 350 50 350 ~ 50 50 50 50 50 50 50 50 0 50 50 50 50 PRE-LUBE FAIL FAIL AUTO • PRE-LUBE FAIL FAIL AUTO OVERRIDE INTRUSION I I I I ~ I FA _J / 360 'PRE-LUBE FAIL I I I :~:@~I /*I ~I ~I L HS J OK YI PAL PAH HMS 3601 360 360 360 360 360 HOA / ' / '/ ' RESET 010 / / / / / I I I I I I I I I I I ) ) / I I I I ~ I I I I FA J ~ I / 50 'PRE-LUBE FAIL ( MCC / / , I I I I ~ YA FAIL 350 / ' I I I I I I l~I®~ L HS J OK YI 350 50 50 HOA ' 0/0 I , ' I I I I I I I I I I I I I I I I I I I I ~ I I I I I /~ HMS 350 ' RESET TO WASTE I I I I ~ I I I I ~ I I I I $ I I I I I @----$ I I I I I I I I I I /'ts\ ~ I I g .,,---t-----~------..._ ____ ___,.__ __ -r---1---t 1-------.-----.._ ____________ TO 16th STREET RESERVOIR ~ ~ ( I I / DEEP WELL PRE-LUBE TO PUMP HEAD TO WASTE 16-INCH 3200 GPM ~ ~ IN WELL SUBMERSIBLE SHALLOW WELL PRE-LUBE TO PUMP HEAD 12-INCH 2500 GPM IN WELL SUBMERSIBLE Underground Service Alert • Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG HEYER AND ASSOCIATES CONSULTING SCADA AND INSTRUMENTATlON ENGINEERING !!904 OAK ImL DRIVE ~::;CONDIDO, CA. 92027 (019) 745-0!305 FAX {6Hl) 746-2430 DANIEL BOYLE ENGINEERING, INC. OJITT MANi'fuER 41006 'i/?/73, RCE NO. DATE APPROVED R.C.E. 46214 f---+---+----------------t----1 UTILITIE NGINEER CITY OF NEWPORT BEACH DATE c.t--lt, ... DATE GY D[SCl--?IPTION Af--'f--l'D DESIGNED GH DRAWN MJR REVISIONS CHECKED RJQ DATE 8/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN AVENUE WELL P&ID CITY OF NEWPORT BEACH W-5254-5 1-2 SHEET 47 OF 55 C-\PROJECTS\N03\106\COl'HROL2.0WG 8/21/96 ?LOT AT H D-394 I I i! 0 0 , iii s . , s " ,, C e • TI ,: z I 0 r 0 " " m 0 D ~ ~ " m 0 " ~ ~ • a r z < m ~ D ' :ii ~ " (ii " " C " 0 TI z ;, • 0 t lJ1 Ul ;\1 PLC WELL PUMP CONTROL PANEL RECORD DRAWING ,J nn s l'S A RBCORD DRMIING OP THE ,ACILlTIIS lDUTIPllD ,. lN TH1 Tin.I BLOC1 ONLY AND HAS 8l!l!li PIIBPAREll II PART ON THI BASIS OF IIIPOIIIIAffON CXIIPILED AIID PIIRlllSIIID 8T OTHBIS. TH£ BNGINBIR AND ~(S) WILL IIOT Ill IISPOIISIBLI iOll ANY BRRORtS) Ill OOSSION(S) 1111:tal NAYI BIBI! UOORl'ORATID Ilffl) THIS DIIAWIIG. AC'lV& COIIDlTIOIIS WILL VARY SOIIBIIIIAT PRO! 'ID COIDI:IIUIS 811111111 HIRD A11D AT SOIi! LIJCA1'1<11£1 1111 YARIAIICB NAY 11 LdQI If 'l'IIB PM@:IM UJCATI<II a, AIIY l"ACILlTf II RD!'IIP, l'D PACILl'ff IIIDP D Ill PIBLD U>CATBD Ill • mewa <9 .U.IIIPUIIII OP m DISTRICT OI Till -Ill a, 'l'II fflLffll8 DVlloVIID fL7' ~ IN WELL SUBMERSIBLE I I I I __ J ~ A I 3GOI PRE-LUBE / 'FAIL ,- 1 I I I I I I I I I I I I I I I I ( I I / I I I I ~ YA 3601 FAIL / ' DEEP WELL I I I I I I I I I l~I@~~~~ L HS J QK YI PAL PAH HMS 3601 3601 3601 3601 3601 3601 HOA / ' / ' / ' RESET 0/0 / / / / / I I I I I I I I I I I ) PRE-LUBE TO PUMP HEAD ) / TO WASTE Underground Service Alert • . Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG I I I I ~ r-----~-----l LEASED DIGITAL CIRCUIT TO 16th STREET I I LOW, / LEVEL LAL 3602 I I I ' / I I I I @l I I ~ A I __ J 3602 PRE-LUBE / 'FAIL I I I I ~ YA 3602 FAIL / ' :~:@~'/ LHSJOK YI 3602 3602 360 HOA / ' 0/0 L L ________ I ) ------------:::::-" / I I I I ~ I I I I I ~ MS 3602 RESET I I I I ~ I I I I I I I ~ I I I I ~ 0 I I I I I I @--$s --3600 . I I I '\" / '\". I ,/ I I I I I I /i?\ ~ IN WELL SUBMERSIBLE 16-INCH 3200 GPM HEYER AND ASSOCIATES CONSULTING SCADA AND INSI'RUM:ENTATION ENGINEERING 2904 OAK HILL DRIVE ESCONDIDO. CA. 92027 (tH9) 74Ci-fl6fl5 FAX (6Hl) 74-5-2430 ( MCC / / / SHALLOW WELL I ' TO WASTE I I I I ______ _J ______ J COMMERCIAL POWER FAIL SITE I I I I I I © 0 I I I I I I I I ,,---+'-----...L..------.J....------'---~-----1Q _____ ~ ____ _,, _____________ TO 16th STREET 6 RESERVOIR PRE-LUBE TO PUMP HEAD DANIEL BOYLE ENGINEERING, INC. 41006 7/.r/f'C, RCE NO. DATE 12-INCH 2300 GPM APPROVED R.C.E. ·16214 l--+---+-------------+---1 UTILITIES r.: EER CITY OF NF.WPORT BEt.CH DATE '1-ltl ~ct~ DATE BY DESCRIPTION APP'D D::SIGtJED GH DRAWN MJR REVISIONS CHECSED RJO DATE 8/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA SCHOOL WELL P&ID CITY OF NEWPORT BEACH W-5254-S 1-3 SHEET 48 OF 55 C:\Ph'QJ!:.Cl"S\NO.:S\106\CONTROL3.DWG 8/21/96 PLOT AT l~I 0-394 ~ " ~ E Q " " 0 " a ~ I I u __ ,_.,. ------ \; ,. ~ 0 Ei )1 n m o ~ TI 0 "' m O ; ~ , 5 ~ z m m • " n ~ -~ ~ :lJ z '" n "' C TI u TI z ;; ~ • _c. oO 0 (fl "' I 17 B ~ I LEVELi 0 HOA 0 RESET 5 9 13 I 2'-6,. 6 7 10 II 14 15 I PRESSURE I u. / ' CONTROL POWER INDICATOR NOTES: 4 8 12 16 I 18 I B 0 I ETM I ' ;,, I LEVEL I 0 HOA 0 RESET FRONT PANEL ANNUNCATOR AND NAMEPLATE LEGEND (TYPICAL OF 21 I. COMMERCIAL POWER FAIL 4. 5. 6. SHALLOW WELL LOW PRESSURE 7. DEEP WELL LOW PRESSURE 8. 9. SHALLOW WELL LOW LEVEL 10. SHALLOW WELL HIGH PRESSURE II. DEEP WELL HIGH PRESSURE 12. DEEP WELL LOW LEVEL 13. SHALLOW WELL PRE-LUBE FAIL 14. SHALLOW WELL FAIL 15. DEEP WELL FAIL 16. DEEP WELL PRE-LUBE FAIL 17. SHALLOW WELL 18. DEEP WELL 19. INTRUSION OVERRIDE I. PRESSURE, FLOW AND LEVEL ARE DIGITAL INDICATORS. SEE SPECIFICATIONS. 2. ANNUNCIATOR PER SPECIFICATIONS. TYPICAL WELLS PUMP CONTROL PANEL ' I ~ NOT TO SCALE RECORD DRAWING l'lllS [S A lll!CORD DRMmlG OF TIO! PACILlTIES llll!lnFlllD Di TIil lllU BLOCI ~y AND HAS 81!1!11 PREPARED lit PAIIT ON Tllli. l!.4SIS OF INFORMATION COIPILED AND l'IJRNIS1181ll Ill ODll!IIS. 1111 l!NGINEER AND C,1WNl!R(S) IIILL N(JI' BE RIISPOHSJBLE POR ANY ERRORlS) .ll! OIIISSION(S) WHIQI RAVB BEEII IllmRPORATED IN'IO THIS DRAWING. AC'lU.IL CQIDJTIONS IIILL VARY SIIIEIIIIAT FRO! THE talDITIOIIS SIDIN HEREOII AND AT sam LOCATIOIIS THE VARIANCE IIAI Bl! LARGE If THE PRECISE r OCATilll OP Allf FACILl'ff IS 181111ll!D, !!IE FACII.lTY suau.n BE FIELD WCATIID 1W 111B PRBSPICI OF All. l!IIPLOIBB OF 'DIB llISl'IIICT OIi Tim ...... lSl OP TBB um.m:BS DV1UBD ' \._ 1-1 ~ - Underground Service Alert .. ·.:,._-~Call: TOLL FREE -• 1-800 422-4133 t TWO WORKING DAYS BEFORE YOU DIG HEYER AND ASSOCIATES CONSCLTING SCAM. o\N!) TNSTRIJMRNTATTON ENGINEERING 2904 OAK HILL DRIVE ESC.0NDID0, CA 92027 (619) 71.5-□ Uti5 F'AX (619) 745-24-30 - CITY NETWORK ... ' ' ' • ._I _1s_u_~1,---,-.--\ ISU 11---1 ,.._ __ _., 5/03 TAMURA #2 ZONE 5 ISU 11---1 ,.._ __ _., 5/03 DOLPHIN AVENUE #I NOTES: I. ITEMS IN BOLD ARE PER WELLS CONTRACT. 2. ETHERNET SERVICES TO BE PROVIDED BY CITY OF NEWPORT BEACH MIS GROUP. OVERALL BLOCK DIAGRAM NOT TO SCALE \.._ l-1..J I C-30O4-X DANIEL BOYLE ENGINEERING, INC. APPROVED ~ ,, EQUIPPING OF DOLPHIN AVENUE .J -~, '/ AND TAMURA SCHOOL WELLS <---+---+--------------+---,~ -·~,~~dr{,1-~~~ 1--------------·---------1 MlifJIIEL 7ryc. • ., R.C.E. 46214 /0/'17 10fJOJs 1b/1, DATE BY I 410D6 I DJECT MANAGER RCE ND. DATE ~ ' 0R.Et:.ORD DJ/?AW!/1/C.5" DESCRIPTION APP'D REVISIONS IJT:L.ITIFS ~f:ER CITY OF NEWPORT BEACI-, DATE '\-\~•l\b DESIGNED GH DRAWN MJR CHECKED RJ0 DA TE 8/96 INSTRUMENTATION DETAILS CITY OF NEWPORT BEACii W-5254-SI 1-4 SHEET 49 OF 55 C:\PROJECTS\N03\106\CO:'HROL4 :J'✓✓G 8/21/96 PLOT AT l,d 0-394 I I I g 6 . E • " ~ " s C • ~ s ~ ~ a " m ~ □ m TI ~ z ~ m m TI □ ' ~ TI ~ ~ m TI ~ z C _, 0 • ' (11 "' u ,; z :,: 0 ~ " 0 u TI ll ~ 0 z • 'ii ,; z '" 0 ,. C 2l TI z " ~ .L 0 ~ 0 " 0 TI " 0 ~ a z FIELD RENOVATION NOTES AND REQUIREUENTS: NEVI BACKSTOP SPEC FICA TION: PROVIDE AND INSTALL 1W0(2) LA. STEELCRAfT MODEL NUMBER 810JH-4C JUNIOR SIZE BASEBALL BACKSTOPS. BACKSTOPS SHALL MEASURE 13 FEET IN HEIGHT WITH A 20'6" OPENNING. BACKSTOPS SHALL BE PERUANENTLY MOUNTIED WITH FOUR(4) roonlGS MEASURING 10· DIA. x 28" DEEP W/ THE SUPPORT POSTS EXTIENDING 24" INTO THE CONCRETE FOOTINGS. ASSEMBLE THE BACKSTOPS AS REQUIRED BY THE MANUFACTURERS INSTALLATION INSTRUCTIONS. FINAL POSITKlN OF THE BACKSTOPS SHALL BE AS DIRECTED BY THE CITY. POSITION INDICATED ON PLAN IS APPROXIMATE ONLY, BACKSTOPS ARE AVAILABLE FROM: HANSONS ASSOCIATES, INC. P.O. BOX 2096 ORANGE, CA. 92669 (714)538-4263 EXISTING SOCCER AND FOOTBALL GOALS: 1. RELOCATIE EXISTING SOCCER AND FOOTBALL GOALS 10 THE APPROXIMATE POSITIONS SHOWN ON THE PLAN. FINAL LOCATIONS OF GOALS SHALL BE MADE BY THE CITY. RELOCATE TW0(2) FOOTBALL AND TW0(2) SOCCER GOALS. 2. CARE SHALL BE EXCERCISED WHEN EXCAVATING THE EXISTING GOAL CONCRETIE FOOTINGS TO AVOID DAMAGE 10 THE GOALS. REMOVE THE EXISTING CONCRETE FOOTINGS. RELOCATIE THE GOALS AS DIRECTIED, INSTALLING THE SUPP<J!TING POSTS IN CONCRETE FOOTINGS MATCHING THOSE REMOVED. IRRIGATION RENOVATION: 1. ADD/REPLACE SYSTEMS INDICATIED ON THE PLAN. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING SPRINKLER HEADS REPLACEMENT. 2. TEST ALL EXISTING SYSTIEMS INDICATIED. REPAIR AND/OR REPLACE ANY INOPERATIVE COUPONENTS OR ANY BROKEN/DAUAGED PIPING. 440, 330 AND 220 YARD TRACK LINES: 1. TRACK LINES ARE ESTABLISHED BY BURNtlG THE LINES INTO THE TURF. SEE SPECIFICATIONS. 2. POSITION or TRACK LINES IS APPROXIMATE, THE CITY SHALL DETERMINE THE FINAL POSITION OF THE TRACK UNEs. RECORD DRAWING l'HlS rs " RIWiD IJRMIIIG OP TB! F'ACILlTDS llll!lil1FBD Ill TIit Un.I l!LOO[ mLY AID HAS BEID't l'REPARl!ll II PAI!' OR '1'111 BASIS OF DPOIIIATIOII CQIPILIID dD FUllll&lllil)) 6T an1811S 'l'IIB BIIGIIIBl!R AllD (lllll!ll(S} ll1LL llOf Ill. RJ!SPOIISJBLB FOR Alff ERRORlS) '111 OOSSION(S) ill10!I HAY& B1!1!11 UIOlllPORATEI) nm:> THIS DRAIIIIIG. ACrUIL (Dl)JTIOIS IIILL YART SOIIMIAT PRO! '111B OIIIDlTI(8 S1D11 11111D AND AT SOIE LOCATIClllS TIii! YARIAIICB •t B& URGE 1F 111E PRlaSB LOCATICII OF Alff hCD.1ff II DiillliD, 11B PACILITr snu n 1IE FIBLD UICATl!D D -HW♦2 ~ AII.EIIPLO!BB OF 1BB DISl'RICT OI 1111 WtSl OF '1111 um.rmB moLR0 LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLANNING REGISTERED LANDSCAPE ARCHITECT NO. 2818 1112 SOUTH MAIN STREET FALLBROOK, CA. (619)728-6423 LOCATION OF RE-LOCATIED FOOlBALL GOAL LOCATION or RE-LOCATIED FOOTBALL GOAL LOCATION OF RE-LOCATIED SOCCER GOAL EXISTING GRAVEL ACCESS ROAD TO BE REMOVED -RENOVATE AND RE-ESTABLISH TURF BELOW REMOVED ROADWAY NOTE: ROAD REMOVAL BY OTHERS NEVI IRRIGATION SYSTEMS ADJACENT TO SOUTHERLY AND EASTERLY PROPERTY LINES WHERE INDICA TIED. PROVIDE VALVE, PIPING ANO NEVI IRRIGATION HEADS. SIZE PIPE ' ' AS INDICATIED. tlSTALL OTHER COl.tPONEN'IS AS DETAIULED ON SHEET L-6. IRRIGATION SPRINKLER HEADS SHALL BE HUNTER 1-40-ADS-41 PART CIRCLE SPRINKLERS. VALVES SHALL BE RAtlBIRD 200-PEB 2" REMOTE CONTROL VALVE IIIRE TO CONTROLLER USING EXISTING VAL VE WIRING, WHENEVER POSSIBLE. FIELD LOCATE EXISTING WIRING. EXTIEND WIRING If REQUIRED W/ NEW WIRtlG. LATERAL PIPING SHALL BE CL 200 PVC, MAIN PIPING SHALL BE SCH 40 PVC SEE IRRIGATION LEGEND ON SHEET L-2 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SYUBOL PLANTING LEGEND DESCRPTION: LOCATION or RE-LOCATED SOCCER GOAL SEE SHEETS L-2 (IRRIGATION) AND L-3 (PLANTING) rOR IRRIGATION ANO PLANTING WORK WITHIN THESE DASHED LINES. QUANTITY: □ . . . . . RENOVATED TURF FIELD -SEE SPECIFICATIONS FOR DESCRIPTION AGRONO-TIECS BALLFIELD MIX 1-A 15 LBS. PER 1000 so.n . . . IRRIGATION/PLANTING PLAN SCALE: I" = 40' Underground Service Alert Call: TOLL FREE 1-800 422-4133 DANIEL BOYLE .ENGINEERING, INC 41006 ., /11.,, t---+---+----------------1-----';,ROVED _1/ qi'CHAEL(S' NA'CORI R.C.E, 46214 t---+---+--------------+----1 u°TILITIE E.,INEER CITY OF\f'JEWPORT BEACH DATE -l'll·'II, ltJ!'f7 DATE 3Y DESCRl:;,T!ON APPJ DESIGNED DGS DRAWN MJR TWO WORKING DAYS BEFORE YOU DIG RCE NO. DATE REVISIONS CHECKED DKB DATE 8/96 L....--------------------------------------....L-.:.:.:..::..:.:.::;:.:;.:.::..:..:..::;;.:.:.:::....::::::...::::..:::......:..:::.....::::.::.......L... _____ ...L.....:..:...:..:..:-.:..;_:.::.:.::.::;.;.___;,:.::..:....;.:..:;__::..:..:._JL_ ____ .:.:.:...:..:.:..:.:.:.::__ ____ ..1,__. C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA WELL SITE IRRIGATION/PLANTING PLAN CITY OF NEWPORT BEACH W-5254-S L-1 SHEET 50 OF 55 C:\;::i,9'0JECTS\N0.3\J06\TAMOOLH,DWG 8128/96 PLOT AT 1=40 D-394 I I -, ~ ~ 0 ' D ~ n D n ~ 8 z C 2: " w g m " 0 ,-;; ' " ,_ • " D TI \; z ~ 0 r 0 " 0 D ~ 0 ~ El z • l'! )\; " ,. t'. 23 -~ ,: -• CJ C: L (. Offi 0 0 1 2 tD @ SYMBOL G) @ CTl ® @ 0 0 IN PLACE. REPLACE HEADS EXISTING HEAD LOCATION~ TO REMAIN, PROTECT WHERE INDICATED. SEE SPEC'S Q FOR ADDITIONAL INFORMATION TYPICAL SYMBOL. 2 2 2 2 2 @ @ @ Q) @ IRRIGATION LEGEND t.tANUFACTURER, MODEL NUUBER AND DESCRIPTION RAINBIRD 1B06-SAM-100-LA POP-UP SPRINKLER RAINBIRD 1806-SAM-10H-LA POP-UP SPRlt-l<LER RAINBIRD 1806-SAM-15CST POP-UP SPRINKLER RAINBIRD 1806-SAM-15SST POP-UP SPRINKLER RAINBIRD 1B06-SAM-15EST POP-UP SPRINKLER 1/2 2 1/2 Q) NEW POP-UP ROTOR HEAD -HUNTER 1-40-ADS-41 FOR PART CIRCLE HEADS, HUNTER l-40-36S-41 FOR FULL CIRCLE HEADS. NOTE, AS INDICATED REPLACE 0 2 2···. .. @ @ .. PSI GPU RADIUS 30 0.39 10 n. 30 0.79 10 FT. 30 1.21 4kJ0 n. 30 1.21 4kW n. 30 0.61 4k·l5 FT. 50 10.20 52 n. ALL HEADS ON THESE LINES WITH HUNTER 1-40 HEADS (FULL AND PART CIRCLE AS REQUIRED) 2 @ * CM' AND ABANDON EXISTING ROTOR HEAD ~ INDICATES EXISTING ROTOR HEAD TO BE MOVED TO NEW LOCATION INDICATED Q U AND REPLACED WITH A HUNTER 1-40 EB ~ ....... z -··- EXISTING TURF FIELD IRRIGATION VALVE -PROTECT IN PLACE RAINBIRD 100-PEB 1" REt.tOTE CONTROL VALVE, INSTALLED IN GREEN RECTANGULAR VALVE BOX (W/ EXTENSIONS TO ACHIEVE DEPTH REQUIRED) WIRE TO CONTROLLER W/ 14 GA. DIRECT BURIAL WIRE. BRASS OR BRONZE FULL PORT BALL VALVE, NIBCO OR EQUAL, INSTALL IN GREEN RECTANGULAR VALVE BOX (W/ EXTENSIONS REQUIRED TO ACHIEVE DEPTH). RAINBIRD ESP-6 IRRIGATION CONTROLLER -INTERIOO WALL t.tOUNT AT LOCATION SHOWN. PROVIDE 117v POWER TO CONTROLLER. PROVIDE SLEEVING BELOW AND TlllOUGH SLAB FOR CONTROL AND COI.OAON WIRING WHERE INDICATED ON DRAWING. FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER W/ WILKENS 500 SERIES PRESSURE REGULATOR INSTALLED AS A PART OF THE ASSEMBLY. SET REGULATOR TO PROVIIE 30 PSI AT FURTHEST HEAD IN SYSTEM. CL 2QJ PVC LATERAL PIPING -SIZE AS INDICATED ON DRAWINGS -BURY A MltlMUM OF 12" DEEP SCH 40 PVC t.tAINLINE (PRESSURE) PIPING -SIZE AS INDICATED ON DRAWINGS -BURY A MINIMUM OF 18" DEEP EXISTtlG LATERAL PIPING TO REMAIN IN PLACE -FIELD LOCATE AND PROTECT. EXISTING MAINLINE TO REMAIN IN PLACE -FIELD LOCATE AND PROTECT. EXISTING LATERAL PIPING TO BE ABANDONED IN PLACE, CAP WHERE REQUIRED. SCH 40 PVC SLEEVING -SIZED TO ACCO~ATE ALL WIRING (INCL EXTRA WIRING) FOR WIRE SLEEVES. AND SIZE PER THE NOTES FOR PIPE SLEEVING. ALVE STATION ALVE SIZE ALLONS PER MINUTE z 7 \ 0 °J 1-1/4 1-1 /2 .. ,.,.,J. ' 0 0 ·\-------------j • 3/4 ~--1-1/4 T<D-'---!@1--···--1c~f •• :if ' /-1/," MAIN'--·. ------n 8 )---(2 ~-.:--(1_}::: --=--- IRRIGATION NOTES: 1. IT IS INTENDED THAT THE CONTRACTOR INSTALL IRRIGATION SYSTEMS THAT ARE COMPLETE AND FUNCTIONING IN EVERY WAY. 2. CONTRACTOR SHALL VERIFY PRESSURE, METER SIZE AND MAIN SIZE PRIOR TO BEGINNING WORK. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DESCREPANCY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 4. CONNECTIONS FOR THE MAIN SUPPLY LINE SHALL BE MADE HORIZONTALLY. 5. PROVIDE A UINIMUU OF 18" OF SOIL COVER OVER PRESSURE LINES AND A MINIMUU OF 12" COVER OVER LATERAL LINES, ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED WITHIN SCH 40 PVC SLEEVING. UNDER NO CIRCUMSTANCES SHALL PIPING BE BENT TO ACHIEVE DIRECTIONAL CHANGES. 6. SLEEVE SIZES SHALL BE AS FOLLOWS: USE 2' SLEEVE FOR PIPE SIZES 1/2" TO 1', USE J" SLEEVE FOR PIPE SIZES 1-1/4" TO 1-1/2", USE 4' SLEEVE FOR 2' PIPE SIZE. PROVIDE 24" SOIL COVER OVER PIPE SLEEVES OCCURING BELOW VEHICULAR PAVING AND 18" SOIL COVER OVER PIPE SLEEVES OCCURING BELOW PEDESTRIAN PAVING. 7. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT AND PIPING SHOWN IN PAVED AREAS IS FOR DESIGN AND LAYOUT CLARITY ONLY AND IS TO BE INSTALLED WITHIN THE ADJACENT PLANTED AREAS WHENEVER POSSIBLE, AND UNLESS OTHERWISE INDICATED. ALL PIPING SHALL BE LOCATED ALONG THE EDGES OF PLANTED AREAS EXCEPT WHEN IT IS INFEASIBLE TO DO SO. 8. THE CONTRACTOR SHALL NOT WILLFUlL Y INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE !JOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT , OTHERWISE THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 9. THE CONTRACTOR SRALL INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS. 10. REMOVE BURRS FROM PVC PIPE ENDS PRIOR TO CONNECTING OF SOL VENT WELDED COMPONENTS 11. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPAIRED, REPLACED OR CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLIE RESPONSIBILITY FOR ANY INJURY, OR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 FOR LOCATION OF UTILITIES WITHIN THE RIGHT-Of-WAY. 2--~2--~2--~2}---~2--< RECORD DRAWING 11115 I11 A REalRD DRAWI11G OF THE FACILITIES llll!ll'l1FIID DI 111£ TlILI! 11LOC1t OILl AND HAS BBBII PREPARED 11 PAIT ON Tlli BASIS OF INFORMATION CCIIPILBD ~ND fURMISHllD 8Y OTll1lRS. 111£ ENGINEER AJID OWIIPJl(S) WILL NOi' 8£ RESl'OIISlBLI l'OR AJJ ERRORlS) ,JR OIIISSION(S) WHIQI HAVB 1!1!1111 IllQ)RPORATED INTO TRIS DRAWING. ACnlAl. CONillTJONS 11ILL VARY SIIIEWIIAT FROI! Tllf. WIDITIOIS S111M1 HUE111 •O AT 500 LOCATIIE TIii! VARIANCE ltlt IRRIGATION PLAN BK LAllGI IF '111B PRB:ISE IJICATilll OP ANT FACILlfl 18 IIIDIIRBD, ID FACILlff SIOP.D IIE FIELD LOCA~ Ill 1D '1RfSPICI C. Al.l!IIPLOYD OF '1118 DISliUCT OR THI QillElliSl OP m UTILlT'l!S DIQ.9PJ) LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLANNING REGISTERED l.ANDSCAPE ARCHITECT NO. 2818 1112 SOUTH MAIN STREET FALLBROOK, CA. (619)728-6423 SCALE: I" = 10' Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DANIEL BOYLE ENGINEERING, INC. APPROVED R.C.E. 46214 I0/"17 f---+--+-------------+------i UTILITIE E NEER & '0R_£Ct>//?D DKAW/N,;;s'' g~;E OF WPORT BEACH n DATE BY }ESCRIPTlmJ APP'D DESIGNED DGS DRAWl'J MJR )( 41006 'IJ ..t.,.t l--__l_ _ ___j__ __________ L__--+-----+------1 _,a_ _ CHECKED DKB DATE 8/96 P ECT MANAGER RCE NO. DATE REVISIONS C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA WELL SITE IRRIGATION PLAN (ENLARGEMENTI CITY OF NEWPORT BEACH W-5254-S L-2 SHEET 51 OF 55 C:\PROJECTS\N03\IU6\TAMIRR 8/25/9!,.:, PLOT AT I,dO D-39.C. I 1 ' ;:J Q a ~ D , ~- e I I § 0 • ~ ' " . ~ JJ □ m JJ ~ z C ~ m m JJ a ~ ~ JJ n m JJ ~ z C ~ ~! T □ 5 " ll ~ D ~ n z • ~ z "' " .. C ~ D JJ z !, ~ u, - u ,: z :t'. 0 ~ " " 0 JJ u 0 ~ I 0 z I : : : I i ' ' ' ' i i : ! ' I , I , I I ' I I ) ' ' ! i I I l ! SYMBOL CD ~ Q) © @ 0 EXISTING HEAD LOCATION TO REMAIN, PROTECT ~ IN PLACE. REPLACE HEADS WHERE INDICATED. SEE SPEC'S 0 ., ... FOR ADDITIONAL INFORMATION TYPICAL SYMBOL. IRRIGATION LEGEND MANUFACTURER, MODEL NUtdBER Am DESCRIPTION RAINBIRO 1806-SAM-100-LA POP-UP SPRINKLER RAINBIRO 1806-SAM-10H-LA POP-UP SPRINKLER RAINBIRO 1806-SAM-15CST POP-UP SPRINKLER RAINBIRD 1806-SAM-15SST POP-UP SPRINKLER RAINBIRD 1806-SAM-15EST POP-UP SPRINKLER PSI GPM 30 0.39 30 0.79 30 1.21 30 1.21 30 0.61 NEW POP-UP ROTOR HEAD -HUNTER 1-40-ADS-41 FOR PART CIRCLE HEADS, 50 10.20 HUNTER 1-40-36S-41 FOR FULL CIRCLE HEADS. NOTE, AS INDICATED REPLACE ALL HEADS ON THESE LINES WITH HUNTER 1-40 HEADS (FULL ANO PART CIRCLE AS REQUIRED) RADIUS 10 FT. 10 FT, 4x30 n. 4x30 FT. 4x15 FT. 52 FT. * CAP AND ABANDON EXISTING ROTOR HEAD ~ INDICATES EXISTING ROTOR HEAD TO BE MOVED TO NEW LOCATION INDICATED U U AND REPLACED WITH A HUNTER 1-40 E9 ~ z -··- EXISTING TURF RELD IRRIGATION VALVE -PROTECT IN PLACE RAINBIRO 100-PEB 1" REMOTE CONTROL VALVE, INSTALLED IN GREEN RECTANGULAR VALVE BOX (W/ EXTENSIONS TO ACHIEVE DEPTH REQUIRED) WIRE TO CONTROLLER W/ 14 GA. DIRECT BURIAL WIRE. BRASS OR BRONZE FULL PORT BALL VALVE, NIBCO OR EQUAL, INSTALL IN GREEN RECTANGULAR VALVE BOX (W/ EXTENSIONS REQUIRED TO ACHIEVE DEPTH). RAINBIRO ESP-6 IRRIGATION CONTROLLER -INTERIOR WALL MOUNT AT LOCATION SHOWN. PROVIDE 117v POWER TO CONTROLLER, PROVIDE SLEEVING BELOW AND THROUGH SLAB FOR CONTROL ANO COMMON WIRING WHERE INOICA TEO ON DRAWING. 2' REDUCED PRESSURE BACKFLOW PREVENTER (TO BE PROVIDED BY THE CITY) BACKFLOW PREVENTER SHALL BE INSTALLED BY THE CONTRACTOR CL 200 PVC LATERAL PIPING -SIZE AS INDICATED ON DRAWINGS -BURY A MINIMUM OF 12' DEEP SCH 40 PVC MAINLINE (PRESSURE) PIPING -SIZE AS INDICATED ON DRAWINGS -BURY A MINltdUM OF 18" DEEP • ••• -······--EXISTING LATERAL PIPING TO REMAIN IN PLACE -FIELD LOCATE ANO PROTECT, EXISTING MAINLINE TO REMAIN IN PLACE -RELD LOCATE AND PROTECT. EXISTING LATERAL PIPtlG TO BE ABANDONED IN PLACE, CAP WHERE REQUIRED. SCH 40 PVC SLEEVING -SIZED TO ACCOMODATE ALL WIRING (INCL EXTRA WIRING) FOR WIRE SLEEVES. AND SIZE PER THE NOTES FOR PIPE SLEEVING. ALVE STATION ALVE SIZE ALLONS PER t.tlNUTE Q J .;)-------+---t--4 \ \ IRRIGATION NOTES: 1. IT IS INTENDED THAT THE CONTRACTOR INSTALL IRRIGATION SYSTEMS THAT ARE COMPLETE AND FUNCTIONING IN EVERY WAY, 2. CONTRACTOR SHALL VERIFY PRESSURE, METER SIZE AND MAIN SIZE PRIOR TO BEGINNING WORK. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DESCREPANCY. 3. THE CONTRACTOR SHALl BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 4. CONNECTIONS FOR THE MAIN SUPPLY LINE SHALL BE MADE HORIZONTALLY. 5. PROVIDE A MINIMUM OF 18' OF SOIL COVER OVER PRESSURE LINES AND A MINIMUM OF 12" COVER OVER LATERAL LINES. ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED WITHIN SCH 40 PVC SLEEVING. UNDER NO CIRCUMSTANCES SHALL PIPING BE BENT TO ACHIEVE DIRECTIONAL CHANGES. 6. SLEEVE SIZES SHALL BE AS FOLLOWS: USE 2" SLEEVE FOR PIPE SIZES 1/2' TO 1 ", USE 3' SLEEVE FOR PIPE SIZES 1-1/4" TO 1-1/2", USE 4' SLEEVE FOR 2" PIPE SIZE. PROVIDE 24' SOIL COVER OVER PIPE SLEEVES OCCURING BELOW VEHICULAR PAVING ANO 18" SOIL COVER OVER PIPE SLEEVES OCCURING BELOW PEDESTRIAN PAVING. 7, THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT AND PIPING SHOWN IN PAVED AREAS IS FOR DESIGN ANO LAYOUT CLARITY ONLY ANO IS TO BE INSTALLED WITHIN THE ADJACENT PLANTED AREAS WHENEVER POSSIBLE, AND UNLESS OTHERWISE INDICATED, ALL PIPING SHALL BE LOCATED ALONG THE EDGES OF PLANTED AREAS EXCEPT WHEN IT IS INFEASIBLE TO DO SO. \ ,,;:,,i•;,,,.,. \'. ,1?::;.::;: .\._,.,.,.,.,,,.,.,, ....... """"""""'""""" "'" ""' "'"'"'"'"·······"·· , , , . ·······-·-··"'""' ""· ·"" ~- I ................. --------........ I 8. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DlrFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT , OTHERWISE THE CONTRACTOR SHALL ASSUME FULl RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 9. THE CONTRACTOR SHALL INSTALL Ml. EQUIPMENT AS SHOWN IN THE DETAILS, 1 O. REMOVE BURRS FROM PVC PIPE ENDS PRIOR TO CONNECTING OF SOLVENT WELDED COMPONENTS 11. ANY DEFECTIVE MATERIAL DR POOR WORKMANSHIP SHALL BE REPAIRED, REPLACED OR CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH All UNDERGROUND UTILITIES, PIPES ANO STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY INJURY, OR COST INCURRED DUE TO DAMAGE AND REPLACEMENT Of SAID UTILITIES. CONTACT UMDERGROUND SERVICE ALERT AT 1-800-422-4133 FOR LOCATION OF UTILITIES WITHIN THE RIGHT-OF-WAY, ! i I ; I I r----1-1/4 3/4 z 7 NOlE: REPLACE ,Ill HEM>S ON lltlS VII.I£. W/ IIJN'JER 1--10-ADS-♦1 ·-•. ·.:.·.:::::,... 51!.LE~-:: .. ::::: :: :: • •••• .. ·--·--·-· ••••• .. •.···-· -.. .... -~-0 ·---· --;~~--·2· -···--···2 ··-···· •• 21----1,2.;---1, .: ·;& ,-iSW(t1~t ·,t: RECORD DRAWING-- ms Ill A RICORD DRAWIIIG OF TIii! FACILITil!S lllEIITIF1t'll lii 'lllt nru IILCa: ORLY AND IIAS SEEN PREPARED !N PART OIi Tlli BASIS OF llil'URMATilll COMPILED AND Flla!iISHEll eY ',1 G'flll!RS. THE EIIGINEFR AIID flWIER(S) WILL NOT BE RESPOIISJBLE FOR ANY l!RROR\S) <JR OMJSSION(S) WHICH IIAYI! BEEi! INCORPORATED INTO THIS IJRAWIJIG. ACTIJAL CONDITIONS WIIJ. VARY SOHEW!IAT FROM 11IE CONDITIO\!lS SllllWII HERF.llll AND AT SOME LOCATIONS 11lE VARIANCE MAY IRRIGATION PLAN 1111 LARGE IF TIIE PRECISE LOCATION OF Alli" F/iCU..l TY IS REOUIRl!D, fflE FACILITY SHOULD llE FIELD UJCATIID Ill TIIB l'RESENCI! Of All. fJIFLOYEI! OF THE DISTRICT 011 'J'im Olll'ER•'Sl OI' 'l1IE UTlLITIES INVOLVED LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLANNING REGISTERED LANDSCAPE ARCHITECT NO. 2818 1112 SOUTH MAIN STREET FALLBROOK, CA. (619)728-6423 SCALE: I" = 10' Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DANIEL BOYLE ENGINEERING, INC. \( . ,f .t;~ 41006 /,~7 IJ ~ 1}LQ_:{}LQ_' .' ' PROJECT~ANAGER RCE NO. APPROVED R.C.E. 46214 ~--1---+--------------+---l UTILITIES ENGINEER 3;q7 BJP ill REPlAt'E SHEET 51 Pl/TH 5/A '·H·'h CITY OF NEWPORT BEACH DATE DATE BY DESCRIPTION APP'D DESIGNED DGS DRAWN MJR REVISIONS CHECKED DKB DATE 8/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA WELL SITE IRRIGATION PLAN !ENLARGEMENT) CITY OF NEWPORT BEACH W-5254-S L-2 SHEET 51A OF 55 C:\PROJECTS\N03\106\TAMIRR 8/25/96 PLOT AT l.alO D-3S Ip D 01 lJI . . . . . . . . . . . . . ' . . . . . . . ' . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . : : : : : : : ~: REPRtsi:N:rs i;t1N11iuu :uiA1t or: HYDROSEEDiNG : : : : : . . . . . . . . . . • . • . • . • . : . : OF flap ·TIJRf !)RA~S, : CQtlTR,!,!:TO~ S~AI.L ),P~L Y : • : • : • : • : • : • : • : • : • : • . . . . . . . . . . • : • : • : • : • : • : • . • . • . H-YDROSEE-0. TO .AU. .AREAS DISTURBED ·BY CONSlRUCTION-• . • . • . • . • . • . • . • . • . • . • . • . • · • • • · : • >--< · : • : ' : • : • : • : •.• : • : --INCLUDING: AREAS :AND: T-RENCI{ l:IN[S 'I/HERE l~RIG~noN • : • : • : • : • : • : • : : : : : : : : : : : : : : : [!]~ : . : . . . . . . . . . . . . . . . . . . : • : : : : : : : : : : : : : : : :H~S ~E~~ ~L~R~-· : '. • : • : • '. • : : : • '. : : : : : : : : : : : '. : : • : : : '. : •• : : : •• 7: : : : • : : : : . :~ .... . . . . . . : . :I:;_ 7 ••.• . . . . . . . . . . ' . . . . . . • • • • • • • • • • • • • • • • • • • , , • • , , • • \ . •. , ·•. • .•.• •I)• I• .. , ._. ,. . _. . _.,(. . , a._J!I!!!' .• • . fol--,,__;__ •• :(er x.~,v'""~□~~~□~,,,---... • PLANTING LEGEND: TREES CUPANIOPSIS ANACARDIODES/CARROlWOOD TREE ERIOBOTRYA JAPONICUh.4/BRONZE LOQUAT SHRUBS QUANTITY SIZE 21 24" BOX 12 24" BOX 0 MYOPORUM 'PACIFICUM'/NCN 13 5 GAL 0 RAPHIOLEPIS INDICA 'SPRINGTIME'/INDIA HAWlHORN [I]~.,,..~~--GROUND COVERS ~ GAZANIA RINGENS 'SUNRISE YELLOW'/TELLOW TRAILING GAZANIA RENOVATED )"JJRF FIELD -SEE SPECIFICATIONS FOR DESCRIPTION AGRONO-TEC S BALLFIRD MIX 1-A 13 5 GAL. 9• o.c. FLATS 15 LBS. PER 1000 SQ.FT. HYDROSEEDED [fJ ~-SEE SHEET L-1 FOR EXTIEND OF RENOVATED TURF AREA ~ 7\::.:::-.::.:.:·,I N~R6~~~Tl~~ :~~x~1x 1-A 1Jro~~5~D1000 SQ.FT. -75; I SHREDDED LANDSCAPE CHIPPINGS -3• DEEP -THROUGHOUT SHRUB BED NOTIE: BALLFIELD 1-A SEED MIX IS AVAILABLE FROM: AGRONO-TEC SEED COMPANY 21420 BUNDY CANYON ROAD LAKE ELSINORE, CA. 92530 (909)674-0638 RECORD 'DRAWING IBIS IS " RllCOllll IIRMIIIIG or m PACD.lTlll lDIIITIFllD DI 8 1111.1 BLOCl OILY AND lfA8 -PIIIPARID Ill PAIT O»I 1111 IWIIS OF IIIPORlfATIOII IDPDJID AND PIIINlllllD IY Ollll!RS. m l!IIGINB8R AIID OWIIBR(I) WILL IIO'I' DI 11BSPQiSJBLE FDR Alff l!RROI\S) Ill OllllllON(I) 11H1011 RAW BBBII tBCORPORATBD INTO 'l'IIII IIIAIIIIIG, AalVAI, CONIIJTIOJIS WILL VARY S<IIIIIIIAT P11111 l'III CCIIIDITla SIIOIII IIP,ID AND AT SQQ! UJCATJ:1111 flll VARIAIICI IIIAY Bi 1A11GE IF THE PRa:Itl! UICATIOII OF Alf PMllLlff II uWlili!D, 1'111! FACJLlTY SIIOULII II nu WCATID IN TJII i PRBSPIQ a, AII.FJIIIDm! OF m DISTIICI' OIi THI • 'MDill Cl' 1B1 IITILITDII IIIYCUID LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLt,NNING REGISTERED LANDSCAPE ARCHITECT NO. 2818 1112 SOUTH MAIN STREET FALLBROOK, CA. ( 619)728-6423 ,_!(,?-( ' "t( _ 7'-::7""~~~..., ~ -~ • .:r-J""•"' Jj --------~~----.:-:~-=------~•~--;c:·=:· ';"::'::;::t:=::-;::~~;:::::;;-;:::::1;;:::::;;::::=v:~~~~,;:=.y=-"'/F~,="'5rr~5z----;;c----x""71 PLANTING NOTES: 1. 2. CONTRACTOR SHALL BE RESPOSIBLE FOR MAKING HIMSELF FAMILIAR WITH AUL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE AND REPLACEMEl~T OF SAID UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 FOR LOCATION OF SERVICES WITHIN THE RIGHT-OF-WAY. CONTRACTOR SHALL NOT WILUFULLY PROCEED WITH PLANTING AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHAUL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NEC~ARY REVISIONS DUE TO FALUIRE TO GIVE SUCH NOTIFICATION. 3. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND FOLLOW SPECIFICATIONS PRIOR TO COMMENCING WITH PLANTING OPERATIONS. 4. CONTRACTOR SHAUL BE RESPONSIBLE FOR COORDINATING WITH SUBCONlRACTORS AS REQUIRED TO ACCOt.tPLISH PLANTING OPERATIONS. 5. CONTRACTOR SHALL SUBt.tlT DOCUMENTATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT AT LEAST TEN WORKING DAYS PRIOR TO START OF WORK THAT AUL PLANT MATERIAL HAS BEEN ORDERED. CONlRACTOR SHALL ARRANGE FOR AN ON-SITE INSPECTION OF PLANT MATERIAL WITH THE OWNERS AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT AT Tit.tE OF SUBMISSION. 6, AT LEAST ONE PLANT or EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING COMMON AND BOTANICAL NAMES. 7, ALL PLANTS SHALL BE PROTECTED AGAINST HEAT, SUN, WIND AND FROST DURING TRANSPORTATION TO THE SITE. DO NOT STORE PLANTS IN TOTAL DARKNESS FOR MORE THAT 24 HOURS. "" .. ... . ,''.'' . ' . ' . ,,, .. _ . ', . 8. WILTED PLANT MA TERI AL SHAUL NOT BE PLANTED NOR USED ON THIS PROJECT. 9. DO NOT DAMAGE ROOTBALL DURING lRANSPORTATION OR PLANTING PROCESS . 10. CONTRACTOR SHALL, lt.tMEDIATELY UPON AWARD OF CONTRACT, ORDER AND PURCHASE, OR HAVE HELD FOR HIM, AUL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 11. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT DUE TO CONDITION, FORM, OR DAMAGE BEFORE OR AnER PLANTING. 12. PLANT SYMBOLS TAKE PRECEDENCE OVER PLAN QUANTITIES SPECIFIED, 13. FINAL LOCATION OF AUL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL or THE OWNERS AUTHORIZED REPRESENTATIVE AND/DR LANDSCAPE ARCHITECT. CO~ITRACTOR SHAUL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT AFTER LAYOUT IS COMPLETE AND BEFORE INSTALLATION FOR A SITE OBSERVATION. 14. ALL PLANTING AREAS SHALL RECEIVE WEED CONTROL PROCEDURES AS OUTLINED IN THE SPECIFICATIONS. 15. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT OIIAENSIONS AND BACKFILL REQUIREh.4ENTS. 16. CROWN OF AUL PLANTS SHALL BE SLIGHTLY HIGHER, AS DETAILLEO AND AnER SETTLING, THAN ADJACENT SOIL. 17. ALL PLANTS SHALL BE TRUE TO NAME AND SIZE IN ACCORDANCE WITH TIHE STANDARDS AND PRACTICES RECOMMENDED BY THE AMERICAN ASSOCIATION or NURSERYMEN. 18. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS FREE CONDITION TIHROUGHOUT THE MAINTENANCE PERIOD. ' ,; •;y;>?x .. 6. IS' .. '.◊ PLANTING PLAN SCALE: I" = 10' Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DANIEL BOYLE ENGINEERING, INC. 41006 ,,r~[<ir RCE NO. DATE 1--+---+-------------+-----t RI R.C.E. 46214 f--+---+-------------+--l UTILITIES INEER CITY 0° MEWPORT BEACH DATE "\-,'l,-q_ DATE BY APP D DSSIGNED DGS DR.OWN MJR REVISIONS CHECKED DKB DA TE 8/96 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS TAMURA WELL SITE PLANTING PLAN (ENLARGEMENT) CITY OF NEWPORT BEACH W-5254-S L-3 SHEET 52 OF 55 C:\PROJECTS\N03\106\ TAMPL T.DWG B/25/96 PLOT AT 1=10 D-394 I I ...J l) ll TI I_; z I g § ~ " 0 a ~ " . ~ "tJ 0 s " ~ e ~ ' z 5 . ~ z 2l 0 m • "'-' " ~ ~ ~ rn J ~ " z !" 0 ), C ~ 0 ~ " SYMBOL ® ® [I] N 1/2 3/4 r f--_----:-{Bl-N-_J IRRIGATION LEGEND MANUFACTURER, MODEL NUMBER AND DESCRIPTION RAINBIRD T-6-PC-T30-13 T-BIRD ROTOR RAINBIRD T-6-PC-T30-25 T-BIRD ROTOR RAINBIRD 1806-SAM-1 OQ-LA POP-UP SPRINKLER RAINBIRD 1806-SAM-1 OH-LA POP-UP SPRINKLER RAINBIRD 1806-SAM-10VAN POP-UP SPRINKLER RAINBIRD 1806-SAM-12TQ POP-UP SPRINKLER RAINBIRD 1806-SAM W/. PA-80 ADAPTER AND 1404 BUBBLER POP-UP BUBBLER .......... i 1 ...... PSI 35 35 35 35 35 35 35 1/2 RADIUS GPM 301 1.30 30' 2.50 1 o· 0.39 1 o· 0.79 1 o· VARIES 12' 1.95 o· 1.00 RAINBIRD 100-PEB REMOTE CONTROL VALVE INSTALLED IN A GREEN RECTANGULAR VALVE BOX W/ LOCKING COVER AND VALVE BOX EXTENSION. INSTALL AS DETAILLED. FEBCO 825YA-3/4" REDUCED PRESSURE BACKFLOW PREVENTER WITH A WILKENS 500-3/4" PRESSURE REGULATOR AS A PART OF THE ASSEMBLY. LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLANNING REGISTERED LANDSCAPE ARCHITECT NO. 2818 1112 SOUTH MAIN STREET FALLBROOK, CA. (519)728-6423 --::==='.....r•-_ -~ -,-.c;c-;;::._ =_ ;;::._ -_=-_-"'I]"----)-~--_-....,~_----+~----+,.;..----+_...,._:.-:.;;;.~-"--_-:;;:,1:;:::2 ======:::;-B;::~~~~~~~~~::~~~~~~~~~-B~=-=-=-~3rl1'--:--4~-=----=-:!~~~3~t4~~~-~B~-,~-~~~~~~g-----~~---~~~-,~: ~~ .'., .. · ··:. :•/i ... ···-.,~ ,,;..-;.,, .: -----. I ct_ DOLPHIN A VENUE RAINBIRD ESP-6 INTERIOR WALL MOUNTED CONTROLLER -PROVIDE 117V POWER TO CONTROLLER. PROVIDE SLEEVING UNDER AND THROUGH SLAB FOR CONTROL AND COMMON WIRING AS INDICATED. 1" WATER SERVICE AND METER BY OTHERS CLASS 200 PVC LATERAL PIPING BURIED A MINIMUM OF 12" BELOW GRADE -··-SCH 40 PVC MAIN (PRESSURE) PIPING, BURIED A MINIMUM OF 18" BELOW GRADE = = = = SCH 40 PVC SLEEVING, BURIED A MINIMUM OF 24" BELOW GRADE -SEE NOTES CONTROLLER ST A TION GALLONS PER MINUTE (GPM) VALVE SIZE IRRIGATION PLAN SCALE: I" = 10' '"""""""·,c,·1······ .. • E ',; : ! . ''' .. : !' ,.,. &"• 1" WATER SERVICE • 16 GPM MAX. DEMAND BO PSI (STATIC @ METER) REPLACE FOUR(4) BROKEN RAIIIIBIRD f806 SPRINKLERS IN THIS PARKWAY STRIP. IN ADDITION, CLEAN OR REPLACE ALL EXISTING NOZZLES ON SPRINKLERS SERVING THIS AREA AND REPLACE OR REPAIR ANY BROKEN OR DAMAGED PIPING. ... , PARKWAY STRIP EXTENDS TO THE EAST AN ADDITIONAL---. 200 LIN. FT. FROM THIS LINE IRRIGATION NOTES: 1. IT IS INTENDED THAT THE CONTRACTOR INSTALL IRRIGATION SYSTEMS THAT ARE COMPLETE AND FUNCTIONING IN EVERY WAY. 2. CONTRACTOR SHALL VERIFY PRESSURE, METER SIZE AND MAIN SIZE PRIOR TO BEGINNING WORK. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DESCREPANCY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 4. CONNECTIONS FOR THE MAIN SUPPLY LINE SHALL BE MADE HORIZONTALLY. 5. PROVIDE A MINIMUM OF 18" OF SOIL COVER OVER PRESSURE LINES AND A l.41NIMUM OF 12" COVER OVER LATERAL LINES. ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED WITHIN SCH 40 PVC SLEEVING. UNDER NO CIRCUMSTANCES SHALL PIPING BE BENT TO ACHIEVE DIRECTIONAL CHANGES. 6. SLEEVE SIZES SHALL BE AS FOLLOWS: USE 2" SLEEVE FOR PIPE SIZES 1/2" TO 1 •, USE J" SLEEVE FOR PIPE SIZES 1-1/4" TO 1-1/2", USE 4" SLEEVE FOR 2' PIPE SIZE. PROVIDE 24" SOIL COVER OVER PIPE SLEEVES OCCURING BELOW VEHICULAR PAVING AND 18" SOIL COVER OVER PIPE SLEEVES OCCURING BELOW PEDESTRIAN PAVING. 7. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT AND PIPING SHOWN IN PAVED AREAS IS FOR DESIGN AND LAYOUT CLARITY ONLY AND IS TO BE INSTALLED WITHIN THE ADJACENT PLANTED AREAS WHENEVER POSSIBLE, AND UNLESS OTHERWISE INDICATED. ALL PIPING SHALL BE LOCATED ALONG THE EDGES or PLANTED AREAS EXCEPT WHEN IT IS INFEASIBLE TO DO SO. 8. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT , OTHERWISE THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS. 10. REMOVE BURRS FROl.4 PVC PIPE ENDS PRIOR TO CONNECTING OF SOL VENT WELDED COMPONENTS 11. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPAIRED, REPLACED OR CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAUILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY INJURY, OR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 FOR LOCATION OF UTILITIES WITHIN THE RIGHT-OF-WAY. RECORD DRAWING nus [I • RECORD IIIIAIIIIG OF TB! FACILITIES llll!IT1Fl!D UI TH£ Tln.i 8LOCI CIILY MID IIAS IIEIII PREPARED II PART ON nu;. BASIS OF llFOIIIIATIOII COIPILED 411D FUIIIII&IIIID 81' OO'lll!RS. 111£ BIIGIIIBBR AND MER(S) WW. IIO'I' BE RBSPONSJBLE POR ANY l!RIIOR{S) (JR OOSSION(S) lllllCII RAVE 8£l!II IIIOOIIPORATl!D IIITO TBIS OIIAWDIG. AC'lUAL CODJTI<IIS WIU. YMIY SIJtEIIIIAT FRQI Tllf. tUilil11 .. SIIOIII IIIREllll AND .AT SOIE I.OCATIOIIS '1111! YAIIAIICI! i'IAt BE LAIGE If' 'l1IE PRll:ISI UJCATIOII OF AD FACILlff 18 RlllUIRED, DIE PACILDr SBOIUJ> BE FIELD IJJCA'll!D Ill fllE l'RESl!IICI! OF .Al -EIIPLOYEE OF '18B DIS'IIICT llR ffi OWl!lll!;S\ OF '111B um.rrIES Ilffll.¥ED C-30O4-X Underground Service Alert Coll: TOLL FREE 1-800 422-4133 DANIEL BOYLE ENGINEERING, INC. 1------1--+-----------+---l ~:u /L-· MICHAEL Sl~RI R.C.E. NO. 46214 t------l--+--,--,----------,c----+---l UTILITIES E~.eflNEER EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS /0/'11 TWO WORKING DAYS BEFORE YOU DIG 41006 "I/-:,(<;_( RCE NO. DATE DATE BY L;\ 1'/{.e COJ!D Df!:J!.lf//N,!f,S" CITY OF NEWPO.f?T BEACH en DATE "1•\"tl• DESCRIPTION APP'D DESIGNED DGS DRAWN MJR REVISIONS CHECKED DKB DATE 6/96 DOLPHIN AVENUE WELL IRRIGATION PLAN CITY OF NEWPORT BEACH W-5254-S L-4 SHEET 53 OF 55 C:\PROJECT$\N03\106\DDL~IRR.DV\IG 6/5196 PLOT AT 1::10 0"394 I -I .!l- u, L1 -0 • ii \ \ . \ \ \ \ \ \ • \ • ... ... . . . . . . .•. . . . . .•. . . . . ·---~-··········•-" '"···~·· -,"'-, ----------·--·--·-··--··----·-------------------;----· --·----·--.. .........::c."================--i·1J88"07'00''E ========-T~====~~~-=-··~'·= .. -•-= .. ···= .. ···---":::::~,:=::::_,_··,:~--~·~:~c:::-::,--... =====-===~- IRRIGATION LEGEND SYMBOL MANUFACTURER, MODEL NUMBER AND DESCRIPTION ® RAINBIRD T-6-PC-T30-13 T-BIRD ROTOR ® RAINBIRD T-6-PC-T30-25 T-BIRD ROTOR I]] RAINBIRD 1806-SAM-100-LA POP-UP SPRINKLER RAINBIRD 1806-SAM-1 OH-LA POP-UP SPRINKLER RAINBIRD 1806-SAM-10VAN POP-UP SPRINKLER RAINBIRD 1806-SAM-12TQ POP-UP SPRINKLER RAINBIRD 1806-SAM W/. PA-80 ADAPTER AND 1404 BUBBLER POP-UP BUBBLER PSI 35 35 35 35 35 35 35 RADIUS 30' 30' 1 o' 1 o· 1 o· 12' o· GPM 1.30 2.50 0.39 0.79 VARIES 1.95 1.00 RAINBIRD 100-PEB REMOTE CONTROL VALVE INSTALLED IN A GREEN RECTANGULAR VALVE BOX W/ LOCKING COVER AND VALVE BOX EXTENSION. INSTALL AS DETAILLED. N EXISTING 2" REDUCED PRESSURE BACKFLOW PREVENTER LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLANNING REGISTERED LAMDSCAPE ARCHITECT t-10. 2818 1112 SOUTH MAIN STREET FALLBROOK, CA. (619)728-6423 [ill 't. DOLPHIN A VENUE 24"VV RAINBIRD ESP-6 INTERIOR WALL MOUNTED CONTROLLER -PROVIDE 117V POWER TO CONTROLLER. PROVIDE SLEEVING UNDER AND THROUGH SLAB FOR CONTROL AND COMMON WIRING AS INDICATED. EXISTING 2" WATER SERVICE AND METER CLASS 200 PVC LATERAL PIPING BURIED A MINIMUM OF 12" BELOW GRADE SCH/4Q PVC MAIN (PRESSURE) PIPING, BURIED A MINIMUM OF 18" BELOW GRADE 1-1 4 SIZE THROU'GHOUT -tYP. = = = = SCH 40 PVC SLEEVING, BURIED A MINIMUM OF 24" BELOW GRADE -SEE NOTES CONTROLLER STATION GALLONS PER MINUTE (GPM) VALVE SIZE IRRIGATION PLAN SCALE: I" = 10' {/ V V f> V :JO V vv IRRIGATION NOTES: 1. IT IS INTENDED THAT THE CONTRACTOR INSTALL IRRIGATION SYSTEMS THAT ARE COt.lPLETE AND FUNCTIONING IN EVERY WAY. 2. CONTRACTOR SHALL VERIFY PRESSURE, t.lETER SIZE AND MAIN SIZE PRIOR TO BEGINNING WORK. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DESCREPANCY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. 4. CONNECTIONS FOR THE MAIN SUPPLY LINE SHALL BE MADE HORIZONTALLY. 5. PROVIDE A MINIMUt.l OF 18" OF SOIL COVER OVER PRESSURE LINES AND A t.llNIMUM OF 12" COVER O\IER LATERAL LINES. ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED WITHIN SCH 40 PVC SLEEVING. UNDER NO CIRCUMSTANCES SHALL PIPING BE BENT TO ACHIEVE DIRECTIONAL CHANGES. 6. SLEEVE SIZES SHALL BE AS FOLLOWS: USE 2" SLEEVE FOR PIPE SIZES 1/2" TO 1", USE 3" SLEEVE FOR PIPE SIZES 1-1 / 4 • TO 1-1 /2", USE 4" SLEEVE FOR 2" PIPE SIZE. PROVIDE 24 • SOIL COVER OVER PIPE SLEEVES OCCURING BELOW VEHICULAR PAVING AND 1 B" SOIL COVER OVER PIPE SLEEVES OCCURING BELOW PEDESTRIAN PAVING. 7, THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT AND PIPING SHOWN IN PAVED AREAS IS FOR DESIGN AND LAYOUT CLARITY ONLY AND IS TO BE INSTALLED WITHIN THE ADJACENT PLANTED AREAS WHENEVER POSSIBLE, AND UNLESS OTHERWISE INDICATED. ALL PIPING SHALL BE LOCATED ALONG THE EDGES OF PLANTED AREAS EXCEPT WHEN IT IS INFEASIBLE TO DO SO. 8. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEt.l AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT , OTHERWISE THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 9. THE CONTRACTOR SHALL INST ALL ALL EQUIPt.lENT AS SHOWN IN THE DETAILS. 10. REt.lOVE BURRS FROM PVC PIPE ENDS PRIOR TO CONNECTING OF SOLVENT WELDED COMPONENTS 11. ANY DEFECTIVE t.lATERIAL OR POOR WORKMANSHIP SHALL BE REPAIRED, REPLACED OR CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY INJURY, OR COST INCURRED DUE TO DAI.IAGE AND REPLACEMENT OF SAID UTILITIES. CONT ACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 FOR LOCATION OF UTILITIES WITHIN THE RIGHT-OF-WAY. Underground Service Alert DANIEL BOYLE ENGINEERING, INC. APPROVED Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ltJ/q7 &, "1<£C6!2.D DRAW/N,;s" 1---+---+==-------------+---l UTILITIES ENGINEER 3197 BJP /1::,. REPL4('£ Sl/££T 5.3 WITH 53A H-11 g~iE OF NEWPORT BEACH ---x.-- . "'·-•-·-• '""""""-" ...... _"_ ··--~-,. ..... .,,, __ ·-... ______ _ ·-·~---. ·-~ .... ,., :·-·:"·-.... _ -----.. , ................. , __ _ xYx' ()66 _:.i,.::¥' ~li-~\i:·ntz ··ctfHf~'C&ff•:M· .J.k,,-<. ,;J RECORD ORA WING , • l'IIJ& II A RECORD DRAWING OF THE FACILITIES lDEftTIFIED 1·.~ CM tllE TlTI.E BLOCK ONLY AND HAS BEEli PREPARED IN PART 1· OIi Tili BASIS OF INFORMATION aJ1PILED AND PURNISIIIID 6Y 8 O'l'll8RS. 111£ ENGINEER AND (IWNER(S) WIIJ. NOT BE .,;i IIESPONSJBLE FOR ANY ERROR1S) llR OMISSION($) WHICH :,• HAVR 6Ellll INCORPORATED INTO THIS DRAWING. ACl'UAL COIIDI TIONS WIIJ. VARY SOMEWHAT FROM l1IE GOIIDITIONS SIIOW1I HEREON AND AT SOME LOCATION::> THE VARIANCE l'IA Y i' Ill! LARGE If THE PRECISE LOCATION Of' ~NY FACILl TJ IS RmJIRED, nlE FACILITY SHOIJLll BE FIELD LOCA'l'BD IN THE P.RiSEIICE OF AN. EHPLOYJ!B OF 'l1IE DISTRICT OR Till! f IMEIUS) OF TilE UTILITlES INVOL\IED 1'.! . !IIIRiiM i& !IFFi55'-~~}~ 46214 C-3004-X EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS DOLPHIN AVENUE WELL IRRIGATION PLAN CITY OF NEWPORT BEACH W-5254-S L-4 SHEET 53A OF 55 C:\PROJECTS\N03\106\DOLFIRR.DWG 6/5/96 PLOT AT 1=10 D-3 0 ' . (11 L11 SYMBOL 0 0 0 0 INDICATES 15 GAL NDICATES 24" BOX BOTANICAL NAME/COMMON NAME TREES AND SHRUBS: GEIJERA PARVIFLORA/AUSTRALIAN WILLOW GREWIA CAFFRA/LAVENDAR STAR FLOWER LANTANA MONTEVIDENSIS/COMMON LANTANA LAVANDULA STOECHAS/SPANISH LAVANDER MYOPORUM 'PACIFICUM'/NCN SCHINUS MOLLE/CALIFORNIA PEPPER GROUND COVERS: SHREDDED LANDSCAPE CHIPPINGS -3" DEEP QUANTITY 7 12 7 20 184 5/9 SIZE 15 GAL. 5 GAL. ESP. 1 GAL. 1 GAL. 1 GAL. 15 GAL./24" BOX ' .... £. CICICICICICICI AB..& S.. .&. CICICI ft. DOLPHIN A VENUE RECORD DRAWING l'IIIS II A iHJujjqj llRMfIIIIG (W '1111! FACIJ.lTIBS llll!IITIPJF.I> OI 111£ Tll'LI! IILOCI twL1 MID HAS BB1!11 PRIIP,\RED IN PAIT OI 1llli BASIS OF IIPOIIIATial COl'ILIIII A11D PIIRNISHID 8T O'Dll!IIS. THE INGIIBl!R AND OIIIIBR(S) WIU. 110'1' Bl IIBSll(lfSJIU FOR ANY ERRORlS) <lR O!ISSIOl(S) WIIIOI RAVI! 81!1!11 UIXll!PORATBD IIITO 111IS DRAWING. ACTUAi. almlTIONS WILL VARY SOIi.WAT FRCI! 1'IIE. OOlllllttOMI SIIDWI ffBllDI AND AT SCJIE LOCATIOIS TRE VARIANCE NAY 81 LARGE IF 111B PUCIS8 LOCATIOII OF ANY PACILlTY 18 UWIIED, DIE FM:IJ.I'n' SlllOLD BE FIELD LOCATl!D Ill TIii PkBSi!JU! « M.BIPLOIBI! CJ> TIii DIS!RICT OR Till! (IIQIUSl f6 DI IITILifIIS DIQ.'81) PLANTING SCALE: I" = 10' PLAN JUTE MAT EROSION CONTROL MATTING -INSTALL PER MANUFACTURERS SPECIFICATIONS/RECOMMENDATIONS GAZANIA 'SUNRISE YELLOW' /TRAILING GAZANIA g"o.c. LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLANNING REGISTERED LANDSCAPE ARCHITECT ND. 2B1 B 1112 SOUTH MAIN STREET FA LLB ROOK, CA. (619)728-6423 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG I r I I •• ~ONTRACTOR SHALL .. I RAKE. CLEAN AND I • MAINTAIN E)(ISTlNG •··••· VEGETATION ... ·. THROtJGH-, • OUT NEW PLANTING · ••••. PERIOD • • • ••• . ·· I I • L ... I I I I I I l •••• REMOVE ALL EXISTING PLANTINGS .----,---. AND WEED GROWTH AND PROVIDE WEED CONTROL AS DESCRIBED IN THE SPECIFICATIONS GAZANIA GROUND COVER PLANTING TO CONTINUE FOR·· AN ADDITIONAL . 200 LINEAL FEET AT THIS WIDTH PLANTING NOTES: 1 CONTRACTOR SHALL BE RESPOSIBLI fOR MAKING HIMSELF FAMIUAR WITH ALL UNDERGROUND • UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLI RESPONSIBILITY FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE AND REPLACEUENT OF SAID UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 FOR LOCATION OF SERVICES WITHIN THE RIGHT-OF-WAY. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH PLANTING AS DESIGNED WHEN TITHIASVEOBBVIEOEUNSKNOWN THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NO DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FALUIRE TO GIVE SUCH NOTIFICATION. 3. CONTRACTOR SHALL REVIEW SPECIFICATIONS AND FOLLOW SPECIFICATIONS PRIOR TO COMMENCING WITH PLANTING OPERATIONS. 4. CONTRACTOR SHALL BE RESPONSIBLI FOR COORDINATING WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 5. CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE OWNER'S AUTHORIZED REPRE 0 SFENWORTATIKVETHAT ALL AND/OR LANDSCAPE ARCHITECT AT LEAST TEN WORKING DAYS PRIOR TO START PLANT MATERIAL HAS BEEN ORDERED. CONTRAC10R-SHAI.L ARRANGE FOR AN ON-SITE INSPECTION OF PLANT MATERIAL WITH THE OWNERS AUTHORIZED REPRESENTAl 1\1£ AND/OR LANDSCAPE ARCHITECT AT TIME OF SUBUISSION. 6. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN IDENTIFICATION TAG FROM THE SUPPL YING NURSERY SHOWING COMMON AND BOTANICAL NAMES. 7. ALL PLANTS SHALL BE PROTECTED AGAINST HEAT, SUN, WIND AND FROST DURINGHT 0 RANSPORTATION TO THE SITE. 00 NOT STORE PLANTS IN TOTAL DARKNESS FOR MORE THAT 24 URS. B. WILTED PLANT MATERIAL SHALL NOT BE PLANTED NOR USED ON THIS PROJECT. 9. DO NOT DAMAGE ROOTBALL DURING TRANSPORTATION OR PLANTING PROCESS. DANIEL BOYLE ENGINEERING, INC. (900 SQ. FT. OF ADDITIONAL PLANTING) FROM THIS LINE EAST TO CORNER. 10. CONTRACTOR SHALL, IMMEDIATELY UPON AWARD OF CONTRACT, ORDER AND PURCHASE, OR HAVE HELD FOR HIM, ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 11. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT DUE TO CONDITION, FORM, OR DAMAGE BEFORE OR AFTER PLANTING. 12. PLANT SYMBOLS TAKE PRECEDENCE OVER PLAN QUANTITIES SPECIFIED. 13 FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNERS • AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT AFTER LAYOUT IS COMPLITE AND BEFORE INSTALLATION FOR A SITE OBSERVATION. 14. ALL PLANTING AREAS SHALL RECEIVE WEED CONTROL PROCEDURES AS OUTLINED IN THE SPECIFICATIONS. 15. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACKFILL REQUIREMENTS. 16. CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AS DETAILLED AND AFTER SETTLING, THAN ADJACENT SOIL. 17. ALL PLANTS SHALL BE TRUE TO NAME AND SIZE IN ACCORDANCE WITH THE STANDARDS AND PRACTICES RECOUUENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 18. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD. C-3004-X APPROVED EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS RI R.C,E. NO. 46214 U ILITIES NEER 1--t--t------------,---, CITY OF NEWPORT BEACH DOLPHIN A VENUE WELL PLANTING PLAN 41006 RCE NO. DATE 0\. -lQ, t,, DAT:: BY DESCRIPTION APP'D ,/,/,,;. l---'---'-----------~-1,~~--=::-r-;~---:=-=:1 CHECKED DKB DA TE 6/96 DATE DESIGNED D<lS DRAW~ MJR REVI CITY OF NEWPORT BEACH W-5254-S L-5 SHEET 54 OF 55 C:\PROJECTS\N03\106\DOLFPL T.DWG 6/5/96 PLOT AT 1=10 D-394 ! I i ' I, \; ~ D z i> a -· • (1 ..c CJ u ~-CINCH TIES -LENGTH AS REQUIRED 1-1/2' GALV. R□DrING NAIL 1 PER TIE 2-2' DIA. x B' 111.,.---111t-----lft------lr---PRES. TREATED LDDGEPDLES SET RDDTBALL 2' ,---AB□vr ADJACENT FINISH GRADE 6' BACK FROM FRONT EDGE OF SLOPE ,i------+1WIDTH AS SPECIFIED OR 2x ROOTBALL \JIDTH, MINIMUM ,:;\ l~~~ lPlLAINIVHNJ(G ~ SLOPI! AREAS ~--CINCH TlES -LENGTH AS REQUIRED 1-1/2' GALV, R□DrING NAIL 1 PER TIE 2-2' DIA. x B' rn<>----t11t----+t------/r---PRES, TREATED LDDGEPDLES SET R □DTBALL 2' ,---ABOVE ADJACENT FINISH GRADE ~-MULCH AS SPECIFIED 2' HIGH EARTHEN BERM (REMOVE AFTER SHRUB IS ESTABLISHED) FINISH GRADE ;;ii;;;,,,..,_n±±e,,.,.-BACKFILL AS SPECIFIED 'n::9,:l~~==m::--PLANTING TABLE TS AS SPECIFIED -I =1~;~==~!1l'11--·11+-r--~Et~f i1?DEs oF 1~----+1WIDT AS SPECIFIED OR 2x RDDTBALL WIDTH, MINIMUM LINDNER AND ASSOCIATES LANDSCAPE ARCHITECTURE AND ENVIRONMENTAL PLANNING REGISTERED LANDSCAPE ARCHITECT NO. 2818 1112 SOUTH MAIN STREET FALLBROOK, CA, (619)728-6423 PLANT TABS PLACE IN CENTER OF BACKFILL BUILDING, FENCE OR OTHER VERTICAL STRUCTURE 12" MOW STRIP OR PAVING:--, POP-UP SPRINKLER FINISH GRADE 6" . .. .· TWO /2) MARLEX STREtT ELLS 8" SCH 80 NIPPLE MARLEX STREET ELL PVC LATERAL PIPIN WITH ELL OR TEE FITTING ~~--IIIDTH AS SPECIFIED OR 2x RDDTBALL 1/IDTH, MINIMUM CD S~~QJJ~ lPllAINITIINI@ FLAT AREAS ~-----3" DEEP WATERING TROUGH UPHILL SIDE OF PLANT ,---1 GALLON PLANT PLACE PLANT PERPENDICULAR TO SLOPE FACE ~---ROOTBALL IRRIGATION/PLANTING DETAILS REMOTE CONTROL VALVE - ANGLE CONFIGURATION ,-------1' IN TURF AREAS 2' IN SHRUB BEDS EXPANSION C□ILS VALVE BOX \,I/ LOCKING COVER FINISH GRADE "<_J::JN irt::;===~-:::;_'.::::'.'.::1-=-=_i==\-i'--IJATERPROOF CONNECTOR EXTERIOR WALL g• PLUG r-H~ SCH 80 PVC CLOSE NIPPLE SCH 80 PVC SxT COUPLING -li'f:f'lf----',,7rli-1.!...----.. LATERAL PIPING \I I 12' OF COVER '----l--1-SCH 80 PVC UNl□N NOTES, 1. ALL \/IRE TO BE INSTALLED AS PER LOCAL CODE. 2, TAPE & BUNDLE \/IRE EVERY 20', EXCEPT, DO NOT TAPE 1,/JRES TOGETHER l,IJTHIN SLEEVING 3, PROVIDE EXPANSl□N C□ILS AT EACH \,/IRE CONNECTI□N IN VALVE BOX (\/RAP AROUND 1/2' PIPE 15 TIMES), 4, COMPACT S□IL AROUND VALVE BOX T □ SAME DENSITY AS UNDISTURBED ADJACENT SOIL 5. CRIMP CONTROL \,/IRES i USE RAINBIRD PT-S5 SEALER AND RAINBIRD ST-03 CONNECTOR, INTERIOR WALL l><I !..!_ . CONTROLLER -INTERIOR WALL MOUNT MOUNT AT so· ABOVE FINISH FLOOR HARDWIRE INTO J-BOX PROVIDED BY OTHERS ELEC, CONDUIT -SIZE TO ACCOMODATE ALL VALVE WIRING SECURE CONDUIT TO WALL INTERIOR J-BOX I l n I Ill II I I ( j n ° / /-ELEC. LONG SWEEL ELL i-ITT -111 ' 11 1-11 1- \_II 1-=111 111 I I I I I 1: EXTENDC01NDUIT I BEYOND EDGE OF SLAB BUILDING, FENCE OR OTHER VERTICAL STRUCTURE I J POP-UP ROTOR SPRINKLER U.1 PINISH GRADE F.c, MOW STRIP OR PAVING ,:1 '~-6" PVC TEE OR ELL FITTIN . . . . , . . MATCH ROTOR INLET SIZE B" SCH 60 PVC NIPPLE PVC LATERAL PIPIN SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS PRESSURE MAINLINE PIPING NON-PRESSURE LATERAL PIPIN 1 " 1 " NOTES: CONTROL WIRES (CABLE) - TAPE TO MAINLINE 1 O' O.C. 1, PROVIDE 2" OF CLEAN BACKFILL UNDER ALL PIPING 2. NO OTHER TRADES TO BE ALLOWED TO USE SAME TRENCHES AS IRRIGATION PIPING, 3. PROVIDE 24" OF COVER FOR DIRECT BURIAL CABLE WHEN NOT LOCATED BENEATH MAINLINE PIPING, 4, PROVIDE SCH 40 SLEEVES FOR ALL PIPING UNDER PAVING. 5, NO STAKING (VERTICALLY) OF PIPES IN THE SAME TRENCH. © V~~INltlHl!INl@l!!Fi!F!INJ(G) REDUCED PRESSURE !ACKFLIIII PREVENTER ASSEHHL l TYPICAL r□R 11'.JTH SJJES, ,• BRASS NIPPLE BRASS NIPPLE PRESS. REG. TO MATCH BACKFLOW PREVENTOR SIZE fl]l[S, IIRASS UNIDN BRASS NIPPLE -LENGIH AS REQUIRED PER LDC/I. COIE FINISH IRAIE SCH 40 PVC HAIN TD SYSTEM CIH'ACl[D JI\Cl(f"ILL ~--lHREAilEI BRASS ELL -llPICAL ~---SCH 80 PVC MALE ADAPlER TYPICAL BOTH SIOCS ~---SCH 40 PVC HAIN FIIIM SUPPLY I. IETAIL IS FDR 314' 1 □ 1' IIACKFLDI! PREV[Nl[RS IN.I, 1, rnsmL 1.1111 AS J[IAILLE! AIDVE IIID PER LIIAL COJEIWATER PUNEYDR SPECIFICATIDN, VER!fV PRIDR TD lltil~.LATIIR l HAKE ND IRRIGAllaN CDNfl:Clllm IET~[[N 11[ PDINl IJ CDNNEClION ~D lHE IACKFLD~ PREVENTER. ® IBlAt~fl©W A~~~rfsi~l Y FULL PORT BRONZE BALL VALVE PLASTIC/FIBERGLAS VALVE BOX W/ COVER AND EXTENSIONS 1" ABOVE FINISH GRADE\ / 2• ABOVE FINISH GRADE IN TURF AREAS IN SHRUB BEDS ~-+---~--~ CONC. BRICK -TYP, NOTE: 4" SCH 80 NIPPLE ~---11-SCH 8D PVC UNION SCH 40 SxT COUPLING -++-SCH 80 CLOSE NIPPLE ~---+++-6" DEEP 3/4" CRUSHED ROCK VAL VE BOX EXTENSION 1. USE TEFLON TAPE ON ALL THREADED CONNECTIONS 2. VALVE PIT WITH EXTENSION MAY BE USED IF ADEQUATELY SIZED TO ALLOW EST ACCESS TO ALL COMPONENTS. © BlAll VAl~E A~~~rfsi~l Y C-3004-X Underground Service Alert Call: TOLL FREE 1-800 422-4133 DANIEL BOYLE ENGINEERING, INC. t----t--+-------------+-----1 APPROVED / ~~J/412~~ EQUIPPING OF DOLPHIN AVENUE AND TAMURA SCHOOL WELLS CHAEL<l'!f"Cpfi1 R,C,E, 46214 J---+--+-------------+-~ UTILITIE EM;~EER CITY OF ~poin BEACH DATE '\ -I 'I, -Coil., TWO WORKING DAYS BEFORE YOU DIG 41006 9/:,/,u RCE NO, DATE DATE SY DESCF?IPTION APPD DESIGNED DOS DRAWN MJR REVISIONS CHECKED 0KB DATE 6/96 TAMURA/DOLPHIN WELL SITES PLANTING AND IRRIGATION DETAILS CITY OF NEWPORT BEACH W-5254-S L-6 SHEET 55 OF 55 C:\PROJECTS\N03\106\ TAMDET.DWG • 6/4/96 PLOT AT 1:10 D-3!?4 " ~ ~ " □ m a " Q ~ 2 ·o C :; < w m " n ~ 0 ~ ;;: i .,, r-s:: z :i: ~ !"l u n ll ?; ., 6 z 0 l;i z .m 0 ~ r ~ 0 n 2'. ~ ~ 0 I