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HomeMy WebLinkAboutW_5272_S• • ' ' • PLANS PREPARED B~ ASLConsulting Engineers One Jenner Street, Suite 200 Irvine, California 926'18 (714) 727-7099 CONSTRUCTION PLANS FOR IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT UN IVERS I TY DR I VE 24" RECLA I MED WATER • PROJECT NUMBER 20035 JANUARY, 1997 ~ .~) b ••• ----.1rngnq1 J IRVINE RANCH WATER DISTRICT APPROVED BY: IRVINE RANCH WATER DISTRICT GREGORY P. HEIERTZ R.C.E. 33084 DIRECTOR OF ENGINEERING AND PLANNING • · DATE SUBMITTED BY: ASL CONSUL TING ENGINEERS, INC. /STEVE D. TEDESCO PRINCIPAL R.C.E. 39261 EXP. 12-31-97 DATE l'.-~ .~ \' ,• " •• " ' \' '·•·· ··., ·- , .. ;· '.'"i: '" ' . '~ ,-. . ~\/::'. t!, i-,',". ['_\',· ' ' ,. ~---lo '. SHC:::ET 1 OF 46 V, ,_ / 0 Ll 4 u / co " 0 ,,.,,, r· co "' "' C i_ ... :l ..___ ______________________________ ..__ _______________________________________________________________ -1... ___ ..Jz t~ ~m f:;c, : ,, • • I • • •.• .. • SHEET INDEX SHEET NO. 1 DESCRIPTION TITLE SHEET SHEET NO. 26 5 4 3 2 NO. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 VICINITY MAP, LOCATION MAP, ABBREVIATIONS, SYMBOLS, AGENCIES, AND SHEET GENERAL NOTES, CONSTRUCTION NOTES, BENCH MARK, BASIS OF" BEARING HORIZONTAL CONTROL PLAN INDEX 27 BAKER 24" RECLAIMED WATER PLAN & PROFILE STA. 8+88 TO STA. 20+00 24" RECLAIMED WATER 20+00 TO STA. 30+00 PLAN & PROFILE STA. 24" RECLAIMED WATER 30+00 TO STA. 40+00 PLAN & PROFILE STA. 24" RECLAIMED WATER 40+00 TO STA. 50+00 PLAN & PROFILE STA. 24" RECLAIMED WATER 24" RECLAIMED WATER PLAN PLAN & PROFILE STA. & PROFILE STA. 50+00 TO STA. 60+00 60+00 TO STA. 70+00 24" RECLAIMED WATER PLAN & PROFILE STA. 70+00 TO STA. 80+00 24" RECLAIMED WATER PLAN & PROFILE STA. 80+00 TO STA. 90+00 24" RECLAIMED WATER PLAN & PROF"ILE STA. 90+00 TO STA. 100+00 24" RECLAIMED WATER PLAN & PROFILE STA. 100+00 TO STA. 107+55.36 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS & CONNECTION DETAILS CONNECTION DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS INTERTIE METERING VAULT HANGER INSTALLATION LAYOUT ANO DETAILS ELECTRICAL PLAN INSTRUMENTATION LEGEND AND ABBREVIATIONS (CONTROLS) P&ID BLOCK DIAGRAM AVE MERRl~AC AVE ARLINGTON DR FAIR l, DR "' RC ef ~ s,,. ~ "' ,.,½-.. '> ~ s,,. ""<., ,#, 28 29 30 31 .32 .33 34 35 36 .37 38 39 40 41 42 43 44 45 46 "' Q IRVINE CANYON ROCK PROJECT LOCATION ' LOCATION MAP N.T.S. DRAWN BY: ECJ DESIGNED BY: ECJ CHECKED BY: DGA DATE JOB NO. DATE REVISIONS APPROVED JAN. 97 0928.048 AGENCY & UTILITY INDEX DESCRIPTION TRAFFIC CONTROL PLAN TITLE SHEET TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAF"F"IC CONTROL PLAN (UNIVERSITY DRIVE AND BONITA CREEK BRIDGE) TRAF"FIC CONTROL PLAN (UNIVERSITY DRIVE AND ROUTE 73 SB OFF-RAMP) TRAF"F"IC CONTROL PLAN (UNIVERSITY DRIVE AND MACARTHUR BLVD. SB ON/OFF RAMP) TRAFF"IC CONTROL PLAN (UNIVERSITY DRIVE AND MACARTHUR BLVD. SB ON/OFF RAMP) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE AND MACARTHUR BLVD. NB ON/OFF RAMP) TRAF"F"IC CONTROL PLAN (UNIVERSITY DRIVE AND MACARTHUR BLVD. NB ON/Ort RAMP) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAF"FIC CONTROL PLAN (UNIVERSITY DRIVE AND CALIF"ORNIA AVENUE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE AND CALIFORNIA AVENUE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE AND MESA ROAD) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE AND MESA ROAD) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE AND CAMPUS) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) TRAFFIC CONTROL PLAN (UNIVERSITY DRIVE) 4¢ f1,\ry t , DR DR % ~ <~ \" PROPOSED GREEN ACRES PHASE 2 EXTENSION INTO NEWPORT BEACH (BY OTHERS) IRVINE RANCH WATER DISTRICT MAIN OFFICE RW SYSTEMS OPERATORS INSPECTOR CONSTRUCTION SERVICES GROUP ENGINEERING CITY OF IRVINE (PUBLIC WORKS) CITY OF NEWPORT BEACH (UTILITIES) CITY OF NEWPORT BEACH (PUBLIC WORKS) ORANGE COUNTY WATER DISTRICT DEPARTMENT OF INDUSTRIAL RELATIONS MINING AND TUNNELING UNIT UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA EDISON COMPANY (CHRIS CARTWRIGHT) SOUTHERN CALIFORNIA GAS COMPANY PACIFIC BELL (LEE HERNANDEZ) COX COMMUNICATIONS (CABLE TV) MESA CONSOLIDATED WATER DISTRICT METROPOLITAN WATER DISTRICT CALTRANS EXISTING IRWD ZONE "A" PIPELINE PROPOSED 24" RECLAIMED WATERLINE ® SHEET NO. VICINITY MAP PLANS PREPARED BY: ASL Consulting Engineers One Jenner Street. Suite 200 Irvine, California 92618 (714) 727-7099 r " RI b ,,, ■....-J IRVINE RANCH IA'lll DISlill'T , N.T.S. SttvE D. TEDESCO RCE 39261 PRINCl?AL DAT;: STEVEN L, W.LLOY RCE J1926 ' PRINCIPAL ENGINEER CATE , (714) 453-5300 (714) 453-5747 (714) 453-5615 (714) 453-5551 (714) 453-5571 (714) 724-7502 (714) 644-3011 (714) 644-3311 (714) 378-3200 (818) 901-5420 1-800-422-4133 (714) 895-0246 (714) 634-3049 (714) 666-5696 (714) 425-2009 (714) 631-1291 (714) 720-0427 (714) 954-0529 AGG ABO, ABAN AC ACP AH ANCH AP AR ASME ASPH ASTM AVE AWG AWWA BC BCR BFV BFY BK BLVD BO BOT CATV CB CCP CF CIP ~L CLR CML CMLCSP CMP CNB CP CPLG co CONC COND CONN CONST CSG CTS DBL DEFL DESC DET DIA DIP DR DWG E EA EC ELEV ELEC ESMT EXIST FH FLG FO FOT FM FRWY FS G HP INT IRR IRWD LBS LF OR ABAND STANDARD SYMBOLS DETAIL NUMBER EBEB SHEET ON WHICH DETAIL APPEARS RIGHT-OF-WAY iii di ill ASPHALT BERM CONCRETE CURB CURB & GUTTER DOMESTIC WATER -----RW-·--·----·· RECLAIMED WATER -• --SFM-• --SEWER FORCE MAIN -. ·--·J ·-. ---SEWER -·---sn: ·-···-·----··-·-··-·-~----·-__ ,_, __ STORM DRAIN ---T TELEPHONE CABLE OR CONDUIT ELECTRICAL DUCT --tCATV---- FO GAS CATV FIBER OPTIC CABLE UTILITY TO BE POTHOLED LIST OF ABBREVIATIONS AGGREGATE BASE ABANDONED UTILITY ASPHALT CONCRETE ASBESTOS CEMENT PIPE AHEAD ANCHORED ANGLE POINT AIR RELEASE (VALVE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASPHALT AMERICAN SOCIETY FOR TESTING AND MATERIALS AVENUE AMERICAN WIRE GAGE AMERICAN WATER WORKS ASSOCIATION BEGINNING OF CURVE BEGINNING OF CURB RETURN BUTTERFLY VALVE BUTTERFLY BACK BOULEVARD BLOW OFF BOTTOM CABLE TELEVISION CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CAST IRON PIPE CENTERLINE CLASS CLEARANCE CEMENT MORTAR LINED CEMENT MORTAR LINED & COATED STEEL PIPE CORRUGATED METAL PIPE CITY OF NEWPORT BEACH CATHODIC PROTECTION COUPLING CLEAN OUT CONCRETE CONDUIT CONNECTION CONSTRUCT CASING CATHODIC TEST STATION DOUBLE DEFLECTION DESCRIPTION DETAIL DIAMETER DUCTILE IRON PIPE DRIVE DRAWING EAST OR ELECTRICAL LINE EACH END OF CURVE ELEVATION ELECTRICAL EASEMENT EXISTING FIRE HYDRANT FLANGE FIBER OPTIC (LINE) FLAT ON TOP FORCE MAIN FREEWAY FINISHED SURFACE GAS (LINE) HIGH PRESSURE INTERSECTION IRRIGATION IRVINE RANCH WATER DISTRICT POUNDS LINEAR FEET LT LT MAX MH MIN MIP MJ MW N NB NO NTS 0 oc OCWD OD PCC PE Pl PKWY PL PO POC pp PRV PROP PT PVC PVMNT R RCP (8) RCPP RD RED RP RR RT RW RSGV R/W s SB SCE SCH SD SDMH SFM SHT SJHTC SPECS SQ ss SST ST STA STD STL T T, TEL OR TELE TEMP THK TRANS CORR TS TYP V VCP VERT VPI w w/ WT WTR WW --X-X-X--FENCE MANHOLE PROPOSED LINE EASEMENT EDGE OF EXISTING PAVEMENT BLOW-OFF (PLAN/PROFILE} STEEL ENCASED PIPE CENTERLINE REDUCER I◄ PLUG AND THRUST BLOCK AIR/VACUUM VALVE (PLAN/PROFILE) CURVE DESIGNATION LEFT LEFT MAXIMUM MANHOLE MINIMUM MALE IRON PIPE MECHANICAL JOINT MANWAY NORTH NORTHBOUND NUMBER NOT TO SCALE OIL ON CENTER VALVE LIGHT POLE CATHODIC PROTECTION FIRE HYDRANT CONCRETE ENCASED PIPE DEFLECTION ANGLE ORANGE COUNTY WATER DISTRICT OUTSIDE DIAMETER POINT OF COMPOUND CURVATURE POLYETHYLENE OR PLAIN END POINT OF INTERSECTION PARKWAY PLATE OR PLACE PUSH-ON POINT ON CURVE POWER POLE PRESSURE RELIEF VALVE PROPOSED POINT POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCED CONCRETE PIPE (OR BOX) REINFORCED CONCRETE PRESSURE PIPE ROAD REDUCER RADIUS POINT RAILROAD RIGHT RECLAIMED WATER (LINE) RESILIENT SEATED GATE VALVE RIGHT OF WAY SANITARY SEWER OR SLOPE OR SOUTH OR SIGN SOUTHBOUND SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN (LINE) STORM DRAIN MANHOLE SEWER FORCE MAIN SHEET SAN JUAN HILLS TRANSPORTATION CORRIDOR SPECIFICATIONS SQUARE SANITARY SEWER STAINLESS STEEL STREET STATION STANDARD STEEL TANGENT LENGTH TELEPHONE TEMPORARY THICK TRANSPORTATION CORRIDOR TRAF"FIC SIGNAL (CONDUIT/CABLE) TYPICAL VALVE VITRIFIED CLAY PIPE VERTICAL VERTICAL POINT OF INTERSECTION WATER (LINE) OR WEST WITH WEIGHT WATER WASTEWATER (LINE) SHEET IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT INTERTIE F AGILITIES PROJECT NO. 20035 VICINITY MAP, LOCATION MAP • ABBREVIATIONS, SYMBOLS, AGENCIES, AND SHEET INDEX 2 OF 46 C) 3 0 0 Q_ CJ < 3 <( u / •D tj- 0 / co ~, m 0 / z •''l ; ·,,_-.;,:-. : ' ' 5 4 3 2 • NO. DATE 1 . 2. 3. 4. GENERAL NOTES THE CONTRACTOR SHALL HAVE A COPY OF THE IRWD PROJECT MANUAL, CONSTRUCTION MANUAL AND CONSTRUCTION PLANS ON THE JOB AT ALL TIMES. THE IRWD FIELD REPRESENTATIVE SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION AND OF ANY REQUIRED OBSERVATION NO FACILITIES SHALL BE BACKFILLED UNTIL INSPECTED BY IRWD. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK WITHIN CITY OF NEWPORT BEACH LIMITS AT~-3011. THE rflNTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF IRVINE PUBLIC---~ • :, • ,r. 8 HOURS IN ADVANCE OF PERFORMING ANY WORK WITHIN CITY OF I E [it111S AT 124"-7502\J___N__SPEC_TIO_N_3Efii!/<::.E~ CONSTRUCTION NOTES 1. THE DISTRICT HAS APPLIED FOR ENCROACHMENT PERMITS FROM THE CITY OF NEWPORT BEACH, CITY OF IRVINE AND CALTRANS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING THESE PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMITS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COMPLYING WITH THE FINAL PAVEMENT REPLACEMENT REQUIREMENTS SPECIFIED BY THE CITY OF NEWPORT BEACH AND THE CITY OF IRVINE AND TO VERIFY, IF REQUIRED, THE EXISTENCE OF THE PRESENT SURFACE IMPROVEMENTS. SEE PROJECT MANUAL. 2. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS. WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLAt-.S ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. 1HE C0NTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING ORANGE COUNTY FLOOD \..f':,,/_ CONTROL DISTRICT CHANNELS AND/OR FACILITIES. ~ CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD IRWD AND ASL CONSUL TING ENGINEERS, ITS EMPLOYEES. OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES. INCLUDING LEGAL COSTS ANO ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY ANO ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 4216.l(J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES." 5. 6. 7. 8. 9. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5. ABOVE FROM CAL-OSHA. CONSTRUCTION WORK HOURS SHALL BE AS SPECIFIED IN THE PROJECT MANUAL. ALL APPROACHES TO PRIVATE DRIVEWAYS, DRIVEWAYS AND INTERSECTING STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES. CONTRACTOR SHALL INFORM ALL PROPERTY OWNERS OR BUSINESSES A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY CONSTRUCTION WHICH WILL IMPEDE THE NORMAL ACCESS THROUGH THEIR DRIVEWAYS. CONTRACTOR SHALL REPLACE ALL EXISTING REFLECTION MARKERS LOCATED ALONG THE ALIGNMENT PER THE CITY OF IRVINE PUBLIC WORKS OR THE CITY OF NEWPORT BEACH PUBLIC WORKS STANDARDS. 10. ALL EXISTING STREET LIGHTING INSTALLATIONS SHALL BE PROTECTED IN PLACE. DISRUPTED OR DAMAGED STREET LIGHTING SYSTEMS SHALL BE REPAIRED OR REPLACED TO THE CURRENT CITY OF IRVINE OR CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STANDARDS. DAMAGED STREET LIGHT CONDUIT OR CABLE SHALL BE REPLACED FROM POLE TO POLE. 11. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION PER THE PROJECT MANUAL. ALL IRRIGATION LINES, SPRINKLER, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AND TO THE REGULATORY AGENCY PER THE PROJECT MANUAL. 12. THE CONTRACTOR SHALL COOPERATE WITH CONTRACTORS PERFORMING OTHER CONSTRUCTION WORK IN THE ADJACENT AREAS AS NOTED IN THE PROJECT MANUAL. 13. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. - 14. DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 15. RECLAIMED WATER MAINS SHALL HAVE A MINIMUM OF 48'' COVER FROM FINISH SURFACE UNLESS INDICATED OTHERWISE. 16. WATER, GAS, ELECTRIC, PHONE AND CABLE TV SERVICES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL WET AND DRY UTILITY SERVICES AND PROTECT IN PLACE. 17. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER THE PROJECT MANUAL. 18. THE DESIGN PRESSURE FOR THE PROPOSED PIPELINE IS 150 PSI. THE TEST PRESSURE FOR THE HYDROSTATIC PRESSURE TEST SHALL BE 200 PSI. 19. ALL RECLAIMED WATER PIPING, ATTACHED APPURTENANCES, AND CONNECTIONS, SHALL BE INSTALLED WITH RECLAIMED WATER IDENTIFICATION TAPES, AND/OR LABELS AS SPECIFIED IN THE PROJECT MANUAL. 20. WHERE A RECLAIMED WATER LINE CROSSES UNDER AN EXISTING SEWER OR OVER AN EXISTING DOMESTIC WATER LINE, THERE SHALL BE 'JO PIPE JOINTS ALLOWED IN THE RECLAIMED WATERLINES WITHIN 1 o± FEET OF EACH SIDE OF THE PIPE CROSSED. ' DRAWN BY: ECJ DESIGNED BY: ECJ CHECKED BY: DGA REV/;;,IO[VS RcGUEST=:tJ d'r C!Tr //ti:.. 1/uv t=.. DATE JOB NO. REVISIONS APPROVED JAN. 97 0928.048 3. AT THE END OF EACH DAY. THE CONTRACTOR SHALL EITHER BACKFILL ANO PLACE BASE PAVEMENT OR STEEL PLATE HIS EXCAVATION SO HE CAN OPEN UP ALL TRAVEL LANES TO TRAFFIC, EXCEPT FOR THOSE LANES AFFECTED BY PROPOSED BORE PITS. STEEL PLATES SHALL BE TACKED DOWN OR SPIKED AND TEMPORARY A.C. PLACED AS REQUIRED BY THE REGULATORY AGENCY. STEEL PLATES LOCATED WITHIN TRAVELLED WAY SHALL BE LIMITED TO A MAXIMUM OF 500 FEET. "K" RAILS AND TEMPORARY CHAINLINK FENCING WILL BE REQUIRED AROUND THE BORE AND RECEIVING PITS. 4. AT THE END OF EACH WORKING DAY AND AT TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 5. ALL CONCRETE CROSS GUTTERS (SPANDRELS), SIDEWALKS, CURBS OR CURB & GUTTER TO BE REMOVED ANO REPLAECE SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CROSS GUTTERS (SPANDRELS), SIDEWALKS, CURBS OR CURB & GUTTER. 6. ALL P.C.C AND AC. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTIBLE TO ALL JURISDICTIONAL AGENCIES. 7. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE STREET. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM. 8. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 9. FOR PORTIONS OF THE PIPELINE WHERE STEEL PIPE IS PROPOSED TO BE USED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND LAYOUT SCHEDULES. FOR PORTIONS OF THE PIPELINE WHERE DUCTILE IRON PIPE IS PROPOSED TO BE USED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS AT LEAST 1.300 FEET OR THREE WEEKS, WHICHEVER IS GREATER, IN ADVANCE OF CROSSING THE UTILITY WITH NEW PIPELINE OR JACKED CASING. AnER REVIEWING THE POTHOLE INFORMATION. SHOULD ANY CONFLICTS BE NOTED, AND SHOULD PIPE ALIGNMENT NEED REVISIONS. REVISIONS SHALL BE RELEASED WITHIN 14 CALENDAR DAYS OF POTHOLE INFORMATION SUBMITTAL. REPRESENTATIVES FROM EACH UTILITY COMPANY MUST BE NOTIFIED 48 HOURS PRIOR TO THE FIELD VERIFICATION. IN ADDITION, ALL UTILITIES SHALL BE EXPOSED AT LEAST 200 n AHEAD OF ACTUAL PIPE EXCAVATION OPERATIONS. SEE THE PROJECT MANUAL FOR ADDITIONAL POTHOLE INFORMATION. 10. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N-RUBBER. 11. ALL FLANGED CONNECTIONS BURIED UNDERGROUND SHALL BE COATED WITH TWO (2) COATS OF 10 MILS EACH OF "3M'' E.C. 244 OR APPROVED EQUAL AFTER INSTALLATION; INCLUDING NUTS, BOLTS. AND FLANGES. 12. ALL JOINTS ON DIP AND FITTINGS SHALL BE BONDED PER IRWD STD DWG NO'S CP-10 & CP-11. 13. ALL JOINTS ON STEEL PIPE AND FITTINGS (EXCEPT THOSE THAT ARE WELDED) SHALL BE BONDED PER IRWD STD OWG NO CP-12. . ~ ............... -. ~ ....... NO STEEL. PlATES 01-<f Qr.JEN BOK.ING Pt rs : Ov'cR THE vvE~/\,_EN~f (_~ PM~FR/t.::,..C(r_, T-:J 'i 9 AM-MOIYOA'r J. VVee/\c::tvl../ WUKA 1.::.,r ·.: SPEC/1-j:__ VAl"<!l~fVCE. ON.__f. '-, ANY ,.:,..:,MA c;.::=,.;.;, l:JOP.S TO BE= REPUJCG~) W/Ti-lltv 48 HOUf-?.5. CONOUtT r...CON(;,;UCTOf,:'-5 1 llvTERCONtvEGTOR CABLE Tu BE 1-::'EPLI-JCEr.:.., /Mfv/EO/µ, TE!.. r. 1v·0 Sf.:J!.../C/1vt::; 01= C0Nt.:J(.ICTGRt, O(? TC C,Lit5l::: ,.ci Ll :Jll'vE,.::'. .J ,-~-~"'----'--_,,,____...._ -- DJCrAI_ r ~a. ' 1 ~~ DIAL TOLL FREE . w 1-800-422-4133 r . ( I I, )-i I ' JOB SITE SAFETY BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS IRWO, ASL CONSUL TING ENGINEERS, THEIR PARENT AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE. OR OF IRWD, ASL CONSUL TING ENGINEERS, THEIR PARENT OR SUBSIDIARY COMPANIES, AS WELL AS, THEIR AGENTS AND EMPLOYEES EXCEPTING ONLY THE SOLE NEGLIGENCE OF IRWD, ASL CONSULTING ENGINEERS, THEIR PARENT AND SUDSIDIARY COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEA TH OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. BENCH MARK DESCRIBED BY ORANGE COUNTY SURVEY 1989 AT THE NORTHEASTERLY CORNER OF A 22 FT. BY 4 FT. CATCH BASIN, AT THE SOUTHEASTERLY PORTION OF THE INTERSECTION OF JAMBOREE ROAD AND CAMELBACK STREET IN THE CITY OF NEWPORT BEACH, 58 FT. EAST OF THE CENTERLINE OF JAMBOREE ROAD, 150 FT. SOUTH OF THE CENTER- LINE OF CAMELBACK STREET, 39 FT. OF STREET STANDARD #3702, 4 FT. BEHIND THE CURB FACE. BASIS OF BEARING THE SURVEY WAS TIED TO 3 MONUMENTS OF THE ORANGE COUNTY SURVEYOR'S CPS NETWORK. THE POSITIONS PUBLISHED BY THE ORANGE COUNTY SURVEYOR'S OFFICE 7 /1 /95 WERE HELD AS FIXED TO CONTROL THIS SURVEY. THESE POSITIONS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1991.35 EPOCH. UNDERGROUNO SERVICE ALERT HAS BEEN CONTRACTED ANO HAS PROVICED INQUIRY 1,0. NO. _______ _ . • ~-....... _..._...__., --_->-A..-~ -_.A~ ~..,A,..._A.... .A ___ ....._,, .... _,_ V' AT LEAST TWO DAYS BffORE YOU DIG r ; 2. THE CONTRACTOR AGREES TO CONTACT AND Cl3TAIN AN , INQUIRY !.D. NO. FROM UNDERGROUND SERVICE ALERT UNDERGROUND SER~CE ALERT OF SOUTHERN CALIFORNIA PLANS PREPARED B~ r " ASL Consulting Engineers RI -6 ,,, One Jenner Street, Suite 2D0 ._ -J Irvine, California 92618 IRVINE RANCH ;-STEVE D. TEDESCO RCE 39261 (714) 727-7D99 IA'IER DLffilCT STEVEN L. I.AALLOY ~CE J1§2e I PRINCIPAL ENGINEER DATE DATE ~ l (l-800-422-4133lATLEAST TW0{2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. J' -,i SIGNED : ___________ DATE: . -·--~----- . _A. A . ,~ IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT INTERTIE F AGILITIES PROJECT NO. 20035 GENERAL NOTES, CONSTRUCTION NOTES, BASIS OF BEARING, BENCH MARK " " Ll N 0 (l_ SHEET C, / 0 0 3 <,( 0 / CX) OF tj- 0 / CX) o, 46 O'> u ' ' / z • 0 ! -- 9 ,,-...,. ,,-...,. BEGIN CONSTRUCTION I 2 V 5 \STA. 8+88.00 ~CONSTRUCT BULKHEAD/CAP & TEMPORARY BLOW-OFF SEE NOTE NO. 1 ~~-·::=:=_ ·=-=--:: - - - - - - 10 11 c: ---- 12 13 15 16 17 18 STA. 16+.32 . .32 (UNIVERSITY19 ST. STA. 187+1.3.76 (UNIVERSITY) STA. 1 +00.00 /LA VIDA) CONSTRUCT 24" X 6" TEE (DIP) OR 6" FLANGED OUTLET (STEEL) 6" RSGV (FLG X PO) (S) 20 ----=-- -- --- ----\- . - -. )---- ----: ~! fi_f-~ ', - -Cc] :":c-F"1i:: __ , _---:-~h-!: , -~: f ,::-:_:': :- -i ---:_ : .. -----·---- -' -------~_:-__ -f-------r_-:-=-1 : :--: -.• T 23.3.87' 20 21 CONSTRUCT 24" RECLAIMED WATER MAIN STA. 21+03.74 ST. STA. 191+89.73 1 RT. 90"00'00" 22 23 24 STA. 23+97.84 EC ST. STA. 193+27.15 STATION EQUATION STA. 22+85.08 BK STA. 22+91.55 AHD ST. STA. 192+21.73 1 RT. 90-DO'OO" ST)'-. 24+59.76 EC ST. STA. 193+85. 74 < LT. 44·53•30• (RAD. N37'54'25"W) ~ RT. 22' 38'28" (RAD. N38'34'13"W) N74'04'16"E 40.68' POC 25 POC 26 27 CONSTRUCT 1 8" RECLAIMED WATER N36' 18'38" E 41.43' 28 29 MAIN I (ABAh,\ ·-/- STA. 29+10.00 CONSTRUCT 24' VALVE STA. 27+66.00 CONSTRUCT TWO 24" FLANGES ANO 24" INSULATING FLANGE ANO INSULATOR TEST STATION PER IRWO STD. OWG. CP-2 &. CP13 ' 30 (1\ BUTTERFLY~ -!-- ,. I t--. -..__-__ --- . ------1°·--r ------ -------,-I .. •• ~-----•• -• ·------------.. ------------- CONSTRUCT 24" RECLAIMED WATER MAIN 3. 4. - ALL EXPOSED PIPE SHALL BE PAINTED PER THE PROJECT SPECIFICATIONS. FINAL COLOR OF PIPE WILL BE. SELECTED BY CNB W/ APPROVAL BY THE DISTRICT. RECLAIMED WATER WARNING DECALS WIL~ BE REQUIRED. ALL WORK ON THE INSTALLATION OF THE BRIDGE CROSSING SHALL BE DONE FROM UNIVERSITY DRIVE (BRIDGE). THE CONTRACTOR WILL NOT BE ALLOWED TO DO ANY WORK WITHIN BONITA CREEK OR BENEATH THE BRIDGE EXCEPT AT THE WINGWALLS. CURVE DATA () 6 R L T @ 02'21 '37' 2050.00' 84.45' 42.23' @ 00"33'01' 2205.88' 21.24' 10.62' © 06'03' 1 O" 2209.05' 233.37' 116. 79' ® 00' 30'00" 2205.88' 19.25' 9.63' ® 11'11'02" 2058.00' 401.72' 201.50' 0 f--'=,-+------1----+------+---~iS c:;;::w;;;; C 7 SJ UNIVERSITY DRIVE @ 35· 49' 11" 2028.00' 1267.85' 655.41' 8 l-~.,..----,--------------------------,--------------,--------------------,------,---------------------------,--:;;:;;a~;;;;;::--T-·-----------------------------,-------~-----~~--~--7~---7&: 0 4D 80 5 DRAW~ BY: ECJ ~1<afESS10,1c SHEET PLANS PREPARED BY: r ~ 1 / 0' ,. o: r/1t ~ IRVINE RANCH WATER DISTRICT 4 DESIGNED BY: ECJ ASL C It. ~ .<' ! •• i' •• '! ';1 g ,:;;-'-<: ,?\r,S. 0 ECT 24" RECLAIMED WATER 6 3 onsu 1ng Engineers b ~,4 s/ 'u.rio/'--Rr, <9>61 PRINCIPAL DATE ;;~ 1 I $/:; GREEN ACRES PR J ~ 2c__. -+----+------------------1------1-C.:_H_'E....:.C_KE_D_B_Y:-,-:::D:::G:::A=---j One Jenner Street, Suite 200 IRVIN~~H -1/r,L-fi __,,: 'o!~i [;~ 1~~¥.."J7 j INTERTIE FACILITIES PLAN AND PROFILE DATE JOB NO. Irvine. California 92618 IA"""D-'"' ~,' // /,r', 1 1 ,7 .,. .J %t,,, :Civic 'if' PROJECT NO 20035 STA 20+00 TO STA 30+00 JAN. 97 0928.048 (714) 727-7099 ~ , .. "''""" • :_ ,··"--~ ,-.,_. / • •. {_J,1;; ,,,. ' -·_. __ ,. / tor c.11.11cs • STEVEN L. MALLOY RCE J 1925 PRlt.lCIPAL ENGINEER DATE NO. DATE REVISIONS APPROVED OF 46 / D D q u / :;,' 0 fu " m 0 / 7 -8" V 3/16" THICK STEEL PLATE!~ I / 3/16 V .,,.__--+-----:rl/ 16 -3/4" DIA. HOLES EA. ROW TOP OF CONCRETE PEDESTAL. FLUSH W/ I GRADE AT SIDEWALK b I ..., h STAGGERED @ 11.25' ~-~-+-iv! 0 0 0 0 0 AS SHOWN u 0 ' ~ N I @ . -~ 0 Q:'. «) () z u ii l/) 0 0 0 0 0 0 0 0 0 0 0 0 000 000 000 000 8" SCH. 40 STEEL PIPE r 7/16" DIA. HOLE (TYP. 4 PLACES) -+-......,.-,,+-{~I io ~o : : : ~. /1 ·-2· X 1 '-2" STEEL PLATE ~ r11 r V o o o ;;, __ I _,---1-,...ll/"'l'f-------fli'.l!:JLL~I 1------''--'-----c,--'---'-~--,i I • • . • • " ., • --• ' "' • " 4 4 ~ ' ' . ' \ • . . ' 1----------+--------+--.--'<---'----{--~ \,;~ '" , 2-3/<" ""' WEDGE ANCHORS (TYP.) 8" VENT PIPE, SCH. 80 CLASS A CONCRETE PEDESTAL (2'-0" SQUARE) AIR VENT ASSEMBLY ED TOP OF ><eocwee\ RING JOINT ~ j r N.T.S. / ACCESS HATCH I 1 '-4" CLEAR DRAIN THROUGH CURB TD EXISTING STREET GUTTER 2" FLEX (LENGTH NOTE: .. ·.: ''; ' / WALL PENETRATION PER EB ' ,,,,-2" SCH. 40 PVC DRAIN LINE " ,,,.' .=1/UNION , •. - I "'-J 2" SST PIPE BRACKET @ 6' O.C. 1 '-6" so. CONTRACTOR TO SUPPLY ALL 2" SCH. 40 PVC PIPE, FITTINGS, AND BRACKETS REQUIRED TO ROUTE THE DRAIN PIPE THROUGH THE VAULT AND OUT THROUGH THE CURB. SUMP PUMP ASSEMBLY NOTE: LADDER TO BE CENTERED WITH ACCESS HATCH N.T.S. CD 1==1 NOTE: INSTALL 1/2" SST TUBING (0-150 PSI) BETWEEEN THE 1/2" BALL VALVE AND THE SMAR PRESSURE TRANSMITTER SHOWN ON THE "INTERTIE METERING VAULT" DRAWING. THE SST TUBING SHALL BE SECURED TO THE VAULT WALL (3' ABOVE THE VAULT FLOOR) WITH STAINLESS STEEL PIPE CLAMPS. F I ) ----___ ,,._ L-J I 3/4" x 1/2" SST REDUCING BUSHING () . 3/4" HEAVY THREAD 0-LET COUPLING ~ ~-1/2" SST BALL VALVE W/ BLEED VENT METER BOX WITH STEEL PLAN VIEW N.T.S. [ STEEL TRAFFIC LID ---,<J:;I.XJ.::II.:z::;:::i::q,J_ JAMES JONES BONNET , A/ MODEL J-344 ' SEE SHEET 58 OF 5 IRWD STD. DWG. W-21 FOR PRESSURE TRANSMITTER INSTALLATION DETAIL PRESSURE TRANSMITTER N.T.S. ---~ --C-•'Il :;::i SIDE RAIL EXTENSIONS (2 REQ'D) ~ 4" X 2 1/2" ~ ' ~ , ;,;r .. • z 4 • ~ ::! a: • 1ri r= . ~ .. . " . ., ' ' VAULT-----< WALL ., .. ' • ' .. ' • . • • . 4" ' 4 ' " ' . 4 ' 0 0 0 A V r 0 0 1 • • SECTION u 0 • 0 I . - @ l/) () z :::, "' 'b lo I I _ o / VAULT x <( :::. u 0 b I tJ') @ l/) Cl. < "' >--l/) Q:'. 0 I u z < FLOOR c:;:: ---c_,.J .,,-3/ 4" DIA. KNURLED BAR ./ RUNGS @ 12" 0.C. :::,:J PLUG WELD TO SIDE BARS (TYP.) 11--f+--LADDER SAFETY DEVICE SAF -T-CLIMB BY NORTON CO. OR APPROVED EQUAL 1/3" X 3/8" SIDEBARS ROUND ALL CORNERS t=:==H==I SMOOTH 1 /8" RADIUS I:,] ---11 l==:::;;::==I LI / VAULT FLOOR . ' • • •o ' ' • ' <l • ' • . ELEVATION IRWD STD. DWG. W-7 PROVIDE 1 '-0" MIN. COVER IMPORTED SAND BACKFILL CONTRACTOR SHALL PROVIDE ' ~ < ' ' T ' ~ BASE OF 3/4" ROCK ' .,,.,.,;;--FLANGED FITTING • • A CONNECTION FOR PRESSURE ~ TESTING & DISINFECTING r--~(=:;:-~~-' 4• 90' ELBOW 8~ 'Ir \\ ,, . NOTES: ' --- THRUST BLOCK POURED AGAINST UNDISTURBED EARTH \. ~4• "-~4" PIPE RSGV ---STEEL WELDED DISHED HEAD OR RESTRAINED JOINT CAP '---6" OUTLET W/ 2" PLUG -PIPING SHALL BE D.I.P. OR CMLC STEEL PIPE TO MATCH MATERIAL OF THE 24" RW MAIN. -ALL PIPING, VALVES AND FITTINGS SHALL BE RATED AT PRESSURE CLASS OF MAIN.· -4" VALVE SHALL BE 4" RESILIENT SEATED GATE VALVES. (STEEL) D.I. PIPE\ ( 3/4" X 1/2" BRONZE SERVICE SADDLE WITH 3/4" F.1.P. OUTLET ~1---L-----1~1-------,. ~ REDUCING INSULATING cfE BUSHING CONNECTION ED • . ' • 4 ' ,4 . • ' • . • . ' • '· • . . • • • • ' • • ~ V . - DIP PLAN VIEW N.T.S. . • . . . 4 • . • . 2" RADIUS ' . .. • " . . • • . ' 1 /2" SST BALL VALVE W/ BLEED VENT STEEL LADDER DETAIL EB TEMPORARY BULKHEAD/CAP & BLOW-OFF DETAIL 5 HANDLING EYE - 1 TON CAPACITY CB N.T.S. N.T.S. N.T.S. • - 5 DRAWN BY: JDM PLANS PREPARED B~ " r;:-,--,----------------------,--:-:-::-::--::-:---::::-:-----r-------------------1,--,,.-_-_-_-_-_-,-,------------------------,---::;~~;;::--,------L----------------------T------------------T----j~ r ~~' J • 0~:0 '~~ 5 ~~"'4(<'. IRVINE RANCH WATER DISTRICT SHEET ff 4 3 -· 2 1 NO. DATE DESIGNED BY: ECJ ASLConsulting Engineers CHECKED BY: DGA One Jenner Street, Suite 200 DATE JOB NO. Irvine, California 92618 APPROVED JAN. 97 0928.048 (714) 727-7099 b~ s,C:;~··";0 "-· ,c, ,,,., PRINCIPAL I_ le· (l •-:." 13,$2<..; , I "<::.;t GREEN ACRES PROJECT 15 _3✓ "' "' ' I, _s; '" MISCELLANEOUS DETAILS ;;' 1mN~icn 1f_a:·;,-\_"(t' _,/ t,I ,:'t . 'ti-4 ~;·;~.,]~0 J INTERTIE FACILITIES OF i nm DtsmCI • :i .l: IX... \ · / , a.,.v ', £1} /·' ~./l .. 9 ./ J,; c Iv 11. "-.."' PROJECT NO. 20035 46 :s REVISIONS · • / ' OF CAL I' / "--'-c..;;_;.._::.;.;_...;;;.-L. ______ _;..;_:::.;.;_::.;..:_;..;_:::.;.;_ ______ ..J._..:..::,_;_;_;.;:_.;..::.::..,J_;_; ____ ---1. _____ ...J... _________________ ..1_ _____ ..J...--""ST~EV~EN:.!;La,;, "~A~LLO:::_Y __ ~RC,a.E__;3~19!!!262...:.'---"P::;Rl~NC;!;;:IPA~L_!;EN~G~INE'"'ER~----'D:_:AT,;_E__J,...:__.::;:;..._...:::::. __ .L..., ___________________________ I..-__________________ I..-___ _JZ . . . Cf FINISH GRADE 3 '-3" MAX 7 WARNING TAPE 8 MATERIAL LIST 9 --~---1~,.------ 11 Jt- 11 P,..s:::-----j~J~+--~-J ~ INSTALL VALVE BOX COVER PER IRWD STD. DWG. NO. W-7 ~ INSTALL 8" PVC SCHEDULE 80 \::V INSTALL BUTTERFLY VALVE ~ ALL BONNET SCREWS AND CAP NUTS SHALL BE TYPE 316 STAINLESS STEEL · @ VALVE SHALL HAVE FLANGED ENDS @=-24" SPOOL (FLG X PE) (!) BUTT STRAP JOINT PER IRWD STD. DWG. NO. W-25 (STEEL) OR DI LONG PATTERN MECHANICAL JOINT SOLID SLEEVE WITH JOINT RESTRAINT (DIP). @-24" RECLAIMED WATER MAIN @ 24" x 12" TEE (FLG X FLG) (DIP) OR 12" FLANGED OUTLET (STEEL) GENERAL NOTES: 1. VALVE BODY AND GEAR BOX SHALL BE CAST IRON OR DUCTILE IRON. 2. ALL FLANGE BOLTS SHALL BE TYPE 316 STAINLESS STEEL COATED WITH ANTI-SEIZE COMPOUND . .3. FOR VALVES IN THE STREET RIGHT OF WAY, THE LETTER "V-#" SHALL BE CHISELLED IN .3" LETTERS, 1/4" DEEP, ON THE FACE OF THE CONCRETE CURB IN LINE WITH THE VALVE, WHERE # IS THE NUMBER OF FEET THAT THE VALVE IS OFFSET FROM THE CURB FACE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR RAISING VALVE BOXES TO GRADE AFTER FINAL STREET PAVING MAIN LINE VALVE N.T.S. MATERIAL LIST (D 24" RECLAIMED WATER MAIN, DUCTILE IRON PIPE, CL. 200 OR CML&C STEEL PIPE, CL. 150 Q} 6" RECLAIMED WATER MAIN, PVC CL. 200 Q) 4" LATERAL AT 3" RW METER Q ~ © 6" RESILIENT SEAT GATE VALVE (FLG X MJ) PER IRWD STD. DWG. W-7 @ 24" X 6" TEE (PO X FLG) W/ JOINT RESTRAINT OR 6" FLG STEEL OUTLET ( STEEL) @ 6" X 4" D.I. TEE (FLG X FLG) (z) 6" X 4" ECCENTRIC REDUCER @ 4" RESILIENT SEATED GATE VALVE (FLG X MJ) PER IRWD STD. DWG. W-7 @ DEAD END BLOWOFF ASSEMBLY PER@ (@) 6" FLG X MJ D.I. ADAPTER EB - (DIP) 1 EXIST PAVEMENT 24" MIN I ' I ' ' ' 3: 0 1'-1 T STA. 2+81.1.3 7" MIN (TYP) J!'~ _c:" MIN f--__ -11-.-__ --_-_-_-_~ _-_-_-_---<,,llTI __ ..___ . --I~--------, , 4-#4 BAR LONG (TYP) .3" MIN .3/4" PREMOLDED EXPANSION JOINT FILLER (TO BE USED WHEN ENCASEMENT IS PLACED ON EXISTING SUBSTRUCTURE EIT, t CLASS "D" CONCRETE 2500 PSI CONRETE ENCASEMENT EB 4 10 N.T.S. ST. STA. 16+32.32 UNIVERSITY = STA. 187+13.76 (24" PIPE) STA. 1 +00.00 (6" RW LATERAL) 5 I ~ I w 1o $ 0 0 0 ' "1 N Lf) 7 IN z ' 21 . -. __ i ·1 s"so-·.-. EXIST. CURB FACE 3 1/2" X 4" --- STAINLESS STEEL ANCHOR BOLT CAST IN SLAB (2 EACH AT 180" APART) • WARNING~ TAG NOTES: 1. REFER TO IRWD STD. DWG W-10 FOR OTHER NOTES. 2. PAINT PIPE COVER & AIR RELEASE VALVE WITH 1 COAT OF PRIMER AND 2 COATS OF FINISH PAINT (SEE PAINT SPECIFICATION SECTION 09900). .3. SEE SPECIFICATION SECTION 15089 FOR ACCEPTABLE PRODUCTS. 4. REFER TO IRWD STD. DWG. W-10 FOR VALVE ASSEMBLY LOCATION. MINIMUM COVER OVER PIPE SHALL BE 36". ENCASE AIR/VAC ASSEMBLY IN CLASS "D" CONCRETE IF LESS THAN 36" OF COVER. BACK OF SIDEWALK ~ \r======::'./:::::==W=AR=N=IN=G=T=A=P=E====i'---..., if--------~~::::--~---L SLOPE 2% SEE ABOVE i 4 5 FOR CONTINUATION STAINLESS _,_- STEEL NUT --<,., CD 0 Q) 0 @ @ (J) ® ® @ @ ® @ @ MATERIAL LIST 2" COMBINATION AIR AND VACUUM RELEASE VALVE -APCO 145C, OR APPROVED EQUAL. 2• DOUBLE STRAP BRONZE SERVICE SADDLE SEE IRWD STD. DWG. W-2 FDR APPROVED MANUFACTURERS 2" BRONZE CORPORATION STOP BALL· VALVE SEE IRWD STD. DWG. W-2 FOR APPROVED MANUFACTURERS 2" 90' LONG RADIUS SILVER SOLDER SWEAT ELBOW. 2" RIGID TYPE "K" COPPER TUBING. COLD JOINT STRIP 4" PVC SLEEVE 2" 90" ELBOW WITH SCREEN 2" BRONZE CATE VALVE 2· BRASS SHORT NIPPLE. 2" SCH. 80 PVC CLOSE NIPPLES AND 90" BENDS THREADED PRE-FAS PVC SCREEN OUTLET WITH RIGID STAINLESS STEEL SCREEN GALVANIZED STEEL VENTED PIPE COVER 2" MIP THREAD X SWEAT -ADAPTOR CML&C 2-1 /2" WELDED HALF COUPLING 2-1/2" X 2" NYLON INSULATING BUSHING ANCHOR DETAIL N.T.S. NOTE: ALL THRUST BLOCKS SHALL BE BUILT PER IRWD STD. DWG W-1 2 CML&C DIP N.T.S. N.T.S. 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY 3 N.T.S. -·---·-·---------,,--------• I·------------~---- CO~STRUCT 181 L.F. OF 6" !RECLAIMED WATER MAIN Pvc CLASS loo PIPE i ! ! I r EXIST. SURFACE OVER 4. OF PIPE _____ _j_ --------------- >---+---~ []QJ. SCALE: HORIZ: 1• = 40' VERT: 1" = 4' -------·-------·--· ______ _L _______ ..'::::==========-------------·---- 1 2 3 LATERAL CONNECTION DETAIL STA. 1 6+32 4 9 N.T.S. " " 0 ,., i---;:--r--,-----------------------r-------:-:--:-----,-----------------,-----,------------------------T"----:=~::----,------------------------------;-------------------,------l~ SHEET 5 DRAWN BY: ECJ PLANS PREPARED B~ 4 DESIGNED BY: ECJ ASL Consulting Engineers 3 2 CHECKED BY: DGA One Jenner Street, Suite 200 DATE JOB NO. Irvine, California 92618 ~ b ·,,, .__J IR'IINE RANCH IAT!l DISIOO S1 E D. TE-OESCO RCE 39261 -&,;,: / ' 1...\-1:~-.,.-------1 /I l / 1.-.. , .•. (j'/ ' '. PRINCIPAL DATE IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT INTERTIE FACILITIES PROJECT NO. 20035 MISCELLANEOUS DETAILS & CONNECTION DETAILS 16 OF 46 DATE REVISIONS JAN. 97 0928.048 (714) 727-7099 I\JO. APPROVED .. /.: __ (. .... <:-~,,....:;,_ •. ·,',.t, ll""w'-'1 / ... 1_~ .. 7 7 L.:..::.;;;.;.J_~.:,.;;;.-1.. ______ .!,;!;;.!.!,:;:.:.;~::....------...l-..::!...!...~~.::'....L ____ __JL ____ ....! _________________ ...J.._:====-....1---'s~TEV~E~N..l.L-a.,!>~ALaJa!LOV2:!,_=:...;•[!£cLE :.....a3UJ•9~2•L.-=JP~•1!!;!!Nc;!!:1PAL~ENE!.sG~1NE~E•L.;===::::Jo~,r~, _J~~:::::::;~~:..._ _ _L, ___________________________ _L __________________ _L ___ _j / 6'-6" ---r----.------F.'\'"~::,l,=======~~===4,"':.-·;~:;J.i _...,. . .• ... ~ -·· ··;: 21 SECTION A-A -I-CURB & GUTTER 6'-6" SECTION B-B 9 e b I .... PLAN SCALE: 3/8" = 1' 3" COVER 12" KEY INTO TRENCH WALL -+---'- NTS CONSTRUCTION NOTES: GENERAL NOTES· 0 0 0 0 ® ® 0 ® ® @ 0) (8) CONCRETE ANCHOR BLOCK (CONCRETE SHALL BE 560-C-3250). 8" THICK CONCRETE SLAB OR PRECAST CONCRETE VAULT FLOOR OF EQUAL SPECIFICATION. REINFORCED WITH W1 .4 x W1 .4 WELD WIRE MESH. CONCRETE SHALL BE C-560-3250 MIX. 4'-0" x 6'-6" PRECAST REINFORCED CONCRETE VAULT. QUIKSET SERIES 202BT OR APPROVED EQUAL. 4' x 6' DIAMOND PLATE ALUMINUM COVER. SPRING ASSISTED, HINGED, TWO-PIECE, LOCKING COVER (PARKWAY LOADING) WITH 6" x 12" HINGED READING LID CENTERED OVER THE METER. WALL MOUNTED GALVANIZED LADDER -PER CITY OF NEWPORT BEACH STD. 530-L 12" DIAMETER (MIN) SUMP BOX (MIN DEPTH OF 12-INCHES) WITH A RECESSED CAST IRON SUMP GRATE. ALHAMBRA FOUNDRY A-2020 OR APPROVED EQUAL. "LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACE BETWEEN PIPE OD AND ROUND, PRECAST VAULT OPENING. 4" D.I. 90" BEND (FLG). THRUST BLOCKS PER CNS STD. DWG. NO. 510-L-A 3" RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR AND FLANGED ENDS. 3" TURBO METER AND STRAINER (FLANGED ENDS) WITH 2" NPT BOSS WITH FEMALE THREADS AND PLUG (TEST PLUG). CUBIC FEET TOTALIZER, SENSUS W-350 DRS. 3" D.I. SPOOL (FLG x GROOVED END). ADJUSTABLE PIPE SUPPORT PER CITY OF NEWPORT BEACH DWG. NO. STD-522-L. HOT-DIP GALVANIZE AFTER FABRICATION AND PAINT TO MATCH PIPING AND VALVING. 6" THICK (MIN) COMPACTED 3/4" AGGREGATE BASE. A. ALL INTERNAL VAULT PIPING, VALVES AND FITTINGS SHALL BE PAINTED WITH A ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL. COLOR SHALL BE PURPLE (PANTONE 512). B. ALL BELOW GRADE, BURIED, DUCTILE IRON FITTINGS AND PIPING SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP. C. ALL FLANGE BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL. D. MINIMUM THICKNESS OF 0.1.P. SHALL BE CLASS 52 FOR BELL AND SPIGOT PIPE AND CLASS 53 FOR FLANGED PIPE. E. COVER SHALL BE MARKED "RECLAIMED WATER METER." F. THREE WARNING TAGS SHALL BE PLACED IN THE METER FACILITY (ONE ON EACH OF THE VALVE HANDWHEELS AND. ONE IN THE VICINITY OF THE CORP. STOP). G. CONTRACTOR SHALL EXPOSE ALL UTILITIES BETWEEN MAIN LINE AND PROPOSED METER LOCATION (PARALLEL TO CURB AND GUTTER AND WITHIN PUBLIC RIGHT OF WAY) PRIOR TO FINALIZING LOCATION OF PROPOSED METER VAULT, LOCATION OF VERTICAL BENDS WILL DEPEND ON LOCATION OF EXISTING UTILITIES. H. ALTERNATIVE LAYOUT FOR METER IS TO PLACE METER VAULT PERPENDICULAR TO CURB AND GUTTER. UNDER THIS ALTERNATIVE, ITEM NO. 8 SHALL BE A 4" 0.1. 45'BEND (FLG) SEE PLAN FOR PROPOSED LAYOUT. @ 3" @ 3" VICTAULIC COUPLING, STYLE 31 • 3" D.I. TEE (FLG) OR 3" D.I. SPOOL (FLG • FLG) WITH DOUBLE BRONZE STRAP SERVICE SADDLE @ PRESSURE GAUGE AND SAMPLING COCK, PER DETAIL 9 D.I. SPOOL (FLG) WITH WALL FLANGE. D.I. BLIND FLANGE ANSI RATED 125 LBS. D.I. SPOOL (FLG x PE) PVC PIPE (CL. 200 AWWA C-900) 0.1. 45'BEND (MJ) @ 3" @s @ 3" 0 4" @ 4" @ 4" @ RESILIENT WEDGE GATE VALVE AND VALVE COVER PER IRWD STD. DWG. NO. W-7 (FLG X MJ) 5 4 3 2 MAIN SIZE • 4" TEE (MJ x FLG. TEE) -SEE PLAN FLANGE x MJ D.I. ADAPTER x 3" D.I. FLANGED REDUCER (CONCENTRIC). @ 4" @ 4" @ 3" FLANGE x MJ 0.1. ADAPTER NO. DATE REVISIONS 3" RECLAIMIED WATER SERVICE N.T.S. CD DRAWN BY: JDM PLANS PREPARED BY: DESIGNED BY: ECJ ASL Con su I ting Engineers CHECKED BY: DGA One Jenner Street, Suite 2DO DATE JOB NO. Irvine, California 92618 APPROVED JAN. 97 0928.048 (714) 727-7099 ~ b ,,, --J IRVJNE RANCH um Disroo /STEVE D. TEDESCO RC[ 39261 STtvEN L. MALLOY RCE 31926- AC PAVEMENT 2l----l 3 PROPOSED RECLAIMED WATER MAIN 3 PRINCIPAL DATE PRINCIPAL ENGINE:E:R DATE LIQUID FILLED PRESSURE GAUGE W/RANGE OF 0-150 P.S.I. ASHCROFT OR APPROVED EQUAL 1/2" (M.1.P.) x 1/4" (F.1.P.) BRASS ADAPTER--___:5~JJ 1 /2" BRASS TEE ----1 1 /2" BRONZE CYLINDER COCK (W/0 THREADED OUTLET) 2" x 1 /2" REDUCING BUSHING (SCH. 80 PVC) ------1/2" THREADED BRASS NIPPLE 2" BRONZE BALL VALVE-----l (INLET: MALE 1.P.) (OUTLET: F.1.P.) (JONES J-1961 OR EQUAL) D.I. REDUCING FLANGE (2" X 9" 0.D.) (FOR 3" METER: 3"x3" FLANGED TEE OR DOUBLE BRONZE STRAP SERVICE SADDLE WITH 2" 1.P. THREAD JONES J-979 OR FORD 202 B-IP7) PRESSURE GAUGE AND SAMPLING COCK EB N.T.S. 5' MIN ·-. . ' •• : ', ~~ 4 ]".LLL..u;,.c..j l',-<..<..,c.,;..L.Lj' _ •. ' • .. . • • • • -· • )'-L.L.L..~'--' ••.:·_. ·:;. ""°bo.~";og&j o"-~2,'l,.,_8o<'.::·•:;:, .•. .<.: : ""°bJ.2J"o . ..,au; ~(r ~\Jo . . • . . , . . •.• •. • ._; oue~cJ a°j~~~ ii°~~~,i; 110"-~~~f~o~~~~0o"-h,--..-JoJ~i°~:;/~1~~o' l ""~ "o Odo ou ooa-'" ~ 1bo o<P o"-~o O l <>~"c, "oo OIJ °"a'" CONSTRUCTION NOTES (D 4" FLGxMJ ADAPTER WITH JOINT RESTRAINT. (ACCEPTABLE ALTERNATIVE) 1---l--a----f 8 ®-B" PVC RISER EXTENSION SCHEDULE 40. @ (SIZE MAIN)x4" REDUCER, FLGxFLG(IF REQUIRED) PROVIDE FLGxMJ ADAPTER WITH JOINT RESTRAINT IF REQUIRED. 5 4 ---(!) ©--4" RSGV, FLGxMJ. @ 4" PVC, C-900 PIPE (CLASS 200). @--4" FLGxMJ 90' BEND. (j) 4" STANDARD STEEL RISER. 1/4" THICK CEMENT LINED. FOE FIELD CUT TO LENGTH. @---4" x 12" LONG STANDARD STEEL NIPPLE. TOE CEMENT LINED. FIELD REPAIR MORTAR JOINT INSIDE PIPE. DEAD END @ 4• THREADED STEEL PLUG WITH 2" SQUARE STEEL NUT WELDED ON TOP. Q9---4" CLASS 125, SLIP ON WELD FLANGE. 0) 4" HEAVY STEEL THREADED COLLAR. TACK WELD TO THREADED NIPPLE. @--VALVE BOX COVER PER IRWD STD. DWG. W-7 @ THRUST BLOCK PER IRWD STD. DWG. W-12 Q1r-WARNING LABEL (1 REQUIRED) @ WARNING TAPE • GENERAL NOTES· 1. ALL STEEL PIPE SHALL BE CML&C STEEL PIPE PER PROJECT SPECIFICATIONS. (STANDARD WEIGHT PIPE AND FITTINGS) IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT INTERTIE FACILITIES PROJECT NO. 20035 MISCELLANEOUS DETAILS SHEET 18 OF 46 (') 3 0 ,n 0 c-w 0 b 0 "' u / <D ' .; 0 " / co s,._/ N rn )\( 0 / 7 :\ 5 4 3 2 NO. DATE LIMITS OF 1 -1 /2" GRIND & 1 -1 /2" FINAL PAVING CAP (TRENCH WIDTH + 48 INCHES) I 25' MINIMUM (TRANSVERSE TRENCH! ,) LOCATION OF :;ECOND SAWCUT LOCATION OF ORIGINAL SAWCUT 1 -1 /2" FINAL PAVING CAP TRENCH WIDTH + 24" 12" 12,. I \ VSAWCUT & TACK COAT (TYP.) 1-1/2" GRIND (TYP.) I 12" 12" / r EXIST. BASE r EXIST. A.C. PAVEMENT I I I REPLACE AC PAVEM•NT EXISTING PLUS 1" RFPLACE BASE MATERIAL • ~ BACKFILL PER IRWD DWG. W-11 EXISTING PLUS 1• REVISIONS NOTES: 1. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAWCUT THE EXISTING PAVING TWELVE (12) INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 1-1/2" (A MINIMUM OF AN ADDITIONAL 1 't' OUTSIDE OF THE TRENCH). THE PERMANENT PAVING SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED. 2. AC PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING PAVEMENT. PRIOR TO PLACEMENT OF 1-1 /2'' FiNAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TRENCH REPLACEMENT SHALL BE GROUND ALONG WITH ADJACENT AC PAVEMENT AS SHOWN ABOVE. 3. TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, i.e. CROSSINGS OF STREETS. AIR & VACUUM RELEASE INSTALLATIONS, BLOWOFF INSTALLATION & C.P. INSTALLATIONS. TRANSVERSE TRENCHES SHALL BE BACKFILLED WITH 2-SACK CEMENT SLURRY AND SHALL BE GROUND & CAPPED 25' EACH WAY FROM THE CENTERLINE OF THE PIPE. 4. APPROXIMATE THICKNESS OF EXISTING PAVEMENT AND BASE MATERIAL ARE SHOWN IN TABLE 1. 5. AN AGGREGATE SLURRY EMULSION TYPE II SHALL BE PLACED FROM GUTTER TO GUTTER ON THE NORTHSIDE OF UNIVERSITY DRIVE WITHIN THE CITY LIMITS OF NEWPORT BEACH. AT THE INTERSECTION OF LA VIDA AND UNIVERSITY, THE ENTIRE INTERSECTION SHALL BE SLURRIED (WITHIN THE BCR'S). THE EASTERN HALF OF LA VIDA SHALL RECEIVE SLURRY FROM THE INTERSECTION TO THE BEGINNING OF THE LEFT TURN POCKET. 6. CONTRACTOR TO CLEAR STREET WITH WATER TRUCK AND SWEEPER PRIOR TO THE END OF EACH WORK DAY. SECTION JAMBOREE ROAD TO BONITA CREEK BRIDGE BONITA CREEK BRIDGE TO THE CITY LIMIT TABLE 1 AC PAVEMENT APPROXIMATE THICKNESS 5.5" 5.4" BASE APPROXIMATE THICKNESS 6.0" 15.6" (WITHIN THE CITY OF NEWPORT BEACH) REPAVING DETAIL N.T.S. EB DRAWN BY: JDM PLANS PREPARED BY: DESIGNED BY: ECJ ASLConsulting Engineers CHECKED BY: DGA One Jenner Street, Suite 200 DATE JOB NO. Irvine. California 92618 APPROVED JAN. 97 0928.048 (714) 727-7099 " f=I? b ,,, ._._J IR'IINE RANCH IATER DISTRICT STEVEN l. MALLOY RCE 31926 PRINCIPAL ENGINEER DA.TE LIMITS OF 1-1 /2" GRIND & 1 -1 /2" FINAL PAVING CAP I 12' MINIMUM (TRANSVERSE TRENCHES) LOCATION OF SECOND SAWCUT LOCATION OF ORIGINAL SAWCUT 1 -1 /2" FINAL PAVING CAP 1-1 /2" GRIND (TYP.) SAWCUT & TACK COAT (TYP.) TRENCH WIDTH + 12· 12·1 \ 24" ~ , 12· 12· I I r EXIST. BASE r EXIST. A.C. PAVEMENT 7 -=R,._EP'='L=A=C~E_,A,,,C"cc=P~AV-ciErM=E=N~T ___ _,,/ / EXISTING PLUS 1" REPLACE BASF MATERIAL EXISTING PLUS r· NOTES: ~ BACKFILL PER IRWD DWG. W-11 1. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAWCUT THE EXISTING PAVING TWELVE ( 12) INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). , IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 1-1/2" (A MINIMUM OF AN ADDITIONAL 12" OUTSIDE OF THE TRENCH). THE PERMANENT PAVING SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING. THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PL.ACED. 2. AC PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED FLUSH WITH ADJACENT EXISTING PAVEMENT. PRIOR TO PLACEMENT OF 1-1 /2" FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TRENCH REPLACEMENT SHALL BE GROUND ALONG WITH ADJACENT AC PAVEMENT AS SHOWN ABOVE. 3. TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE. i.e. CROSSINGS OF STREETS, AIR & VACUUM RELEASE INSTALLATIONS, BLOWOFF INSTALLATION & C.P. INSTALLATIONS. 4. APPROXIMATE THICKNESS OF EXISTING PAVEMENT AND BASE MATERIAL ARE SHOWN IN TABLE 1. 5. IF ONE SAND-CEMENT SLURRY IS USED FOR BACKFILL ABOVE THE PIPE ZONE, GRINDING 12" OUTSIDE OF THE TRENCH WILL NOT BE REQUIRED NOR WILL THE BASE MATERIAL BE REQUIRED. THE A.C. PAVEMENT WILL STILL NEED TO BE REPLACED EXISTING PLUS 1•. 6. AN AGGREGATE SLURRY EMULSION TYPE II SHALL BE PLACED WITHIN THE LANES WHERE ANY GRINDING OR OTHER CONSTRUCTION ACTIVITY HAS OCCURRED (FROM LANE LINE TO LANE LINE). 7. CONTRACTOR TO CLEAR STREET WITH WATER TRUCK AND SWEEPER PRIOR TO THE END OF EACH WORK DAY. SECTION CITY LIMITS TO EASTERN MACARTHUR OFF RAMP EASTERN MACARTHUR OFF RAMP TO CAMPUS DRIVE CAMPUS DRIVE TO HARVARD AVE. TABLE 1 AC PAVEMENT APPROXIMATE THICKNESS 5.4" 10.4" 4.8" BASE APPROXIMATE THICKNESS 15.6" 6.o· (WITHIN THE CITY OF IRVINE) REPAVING DETAIL N.T.S. IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT INTERTIE FACILITIES PROJECT NO. 20035 EB MISCELLANEOUS DETAILS ' ]: ' : '-' 3 0 " ' 0 I ~ • SHEET 0 iS D 19 « i c, / r X, f ·J OF 0 / OJ I • 46 N. '" 0 / z 5 4 3 2 NO. 22 ELEV. 27.5'± ---- 6 ~ ELEV. 1 6.84 \ I SEE SHEET NO. 6 _ FOR CONTINUATION\- STA. 21 + 75 \ \ 'o::, I 3 16 6 I '-~ --~--'\,.,1-----il ~, STA. 21+78.41 ~ __ .:._ ___ _,,. - 7 7 SERVICE METER 1~ PEDESTAL/ @ ,..__ A DATE ---0 0 000---f-_ --0 000 I RTU ENCLOSURE SEE SHEET 22 FOR ELECTRICAL PLAN / REVISIONS r, I I I "---""- II II 7 I I I 17 (3) \ 1 1 , ' 18 , 18 ' TYP. 5•-0· MIN. - STA. 21 +88.00 INSTALL 2" PVC DRAIN THROUGH CURB FACE EXIST. SIDEWALK TO BE REMOVED 2 4'-0" 28 . ' ELEV. 22.17 ' I~ - 22 ' 't ELEV. 17.17 8 SLOPE TO DRAIN 31 6'-0" 6'-6 LADDER ATTACHED TO SOUTH WALL 21 11 28 , 18 ' TYP. , • "°"· • ' C, o'ii j ' ' ' ' '" '1 ' ' ' b I co b ~ I z ,,., :::. ~ 22 3 13 7 14 15 ~ ELEV. 17.09 ELEV. 14.17 rlP 1 ',.00 (SUMP) LIQUID FILLED PRESSURE GAUGE W/RANGE OF 0-15D P.S.I. ASHCROFT OR APPROVED EQUAL 1/2" (M.I.P.) x 1/4" (F.1.P.} BRASS ADAPTER-~~ 1 /2" BRASS TEE --1 1 /2" BRONZE CYLINDER COCK (W/0 THREADED OUTLET) 2" x 1 /2" REDUCING BUSHING ----= ----1/2" THREADED BRASS NIPPLE (SCH. 80 PVC) 2" BRONZE BALL VALVE ---l (INLET: MALE I.P.) (OUTLET: F.1.P.} (JONES J-1961 OR EQUAL)E::;::~~~=~ 2 1 /2" X 2" REDUCING IN SULA TING BUSHING D.I. REDUCING FLANGE (2 1/2" X 11'' O.D.) DETAIL EB N.T.S. 10' 4"MIN. 2 22 R/W MATERIAL LIST 0 0 B'x 14' PRECAST CONCRETE VAULT WITH H20 LOADING, ACP SERIES NO. 950 OR APPROVED EQUAL. 4'x 6' BILCO HATCH TYPE JD-.3AL OR APPROVED EQUAL WITH A RECESSED PADLOCK BOX AND A STAINLESS STEEL STAPLE SIZED FOR A NO. 6 PADLOCK 8" PVC, SCH 80 VENT PIPE & FITTINGS PRESSURE TRANSMITTER "SMAR" MODEL NO. LD301 M4-118V 110100 SEE IRWD STD. DWG W-21 (SHEET 58) FOR INSTALLATION DETAIL 1'-6" SQUARE SUMP WITH SUMP PUMP PER DETAIL @ 24" -90" BEND (FLG) 16" BUTTERFLY VALVE (CLASS 150) PRATT PER IRWD STD. DWG. NO. W-7 PRESSURE TRANSMITTER CONNECTION PER DETAIL @ ® 16" BALL VALVE CLASS 1508 PRATT OR APPROVED EQUAL W/ MOTOR ACTUATOR LIMITORQUE L 120-10-5-1800/WRTA 36/3: lSGA @ 16" VICTAULIC COUPLING -GROOVED -STYLE 77 (STEEL); STYLE 31 (DIP) AIR VENT ASSEMBLY PER DETAIL @ 16" MAGNETIC FLOW METER -SPARLING TIGER MAG MODEL 655 WITH REMOTE MOUNTED TRANSMITTER @ 16" SPOOL (FLG) @ 18" x 16" ECCENTRIC REDUCER (FLG) @ 18" -90" BEND (FLG) @ 24" x 16" ECCENTRIC REDUCER (FLG) @ 16" SPOOL, (FLG x GROOVE) , MIN LENGTH = 1'-6" NOTE: SOUTH WALL OF VAULT NOT SHOWN FOR CLARITY EXIST. CURB AND GUTTER l-1 I @ SEAL PIPE TO WALL JOINTS USING INTER-LOCKING RUBBER LINK MECHANICAL GLANDS "LINK SEAL" MANUFACTURED BY THUNDERLINE CORP. OR APPROVED EQUAL SECTION A-A SCALE: 3/8" = 1 '-0" B 3' O" @ 0 fTYP. l I " L EXIST. EDGE OF GUTTER -__ -_ /~EXIST. CURB FA~ 6'-8" SEE SHEET NO. 6 (MIN.) / FOR CONTINUATION 7 I ------------ , . j',.' . .. .· . , • ' ' , .•. ' ' . . , I !\ , 1 A I ~ fi3J I 19 f r-.. 11 BJ TYP. 7 iP. ,- "o STA. 22+13@ ___l ..., 2•-0" I I J' t b 'o I CX) I 0 b - I STA. 22+10.41 l/'l -II " • ' • ' \ \ / L--0 ,~,_ ;cJ ~ --- -14'-0" 11 B EXIST. RIGHT OF WAY PLAN SCALE: 3/'o' = 1'-0" DRAWN BY: JDM PLANS PREPARED BY: r " / ,. . f==I • ; DESIGNED BY: DGA ASLConsulting Engineers /~ !_ b ,,, RCE 3926\ CHECKED BY: DGA , One Jenner Street. Suite 200 .__J f,' ;· DATE JOB NO. Irvine, California 92618 IRVINE RANCH I . ! . , --· ,. IATY.2 DISOOCT .. (/ , /k~ 1._"-~ ' . ' . ' ' • FOR DI PIPE . VAULT OPENING I.D.: (24" TO 25") SLURRY BACKFILL 6'-6" DOUBLE LINK SEAL REQUIRED: TWO LS-475-C WITH 21" I.D. INTERMEDIATE SLEEVE (3/8" THICK) PRINCIPAL --@ 9"MIN. s·-o· SECTION B-B SCALE: 3/8" = 1 •-0• FOR STEEL PIPE VAULT OPENING I.D.: MAX OF 3.5" LARGER THAN O.D. OF THE PIPE LINK SEAL REQUIRED: LS-400-C FOR 8" VENT Pl PE: VAULT OPENING 1.D.: (3.5" LARGER THAN O.D. OF PIPE) LINK SEAL REQUIRED: LS-475-C @ PIPE SUPPORT PER IRWD STD. DWG. NO. W-24 @ WALL MOUNTED STEEL LADDER PER DETAIL @ @ CRUSHED ROCK BASE PER SECTION 2220 OF THE IRWD CONSTRUCTION MANUAL. EXTEND ROCK 12" BELOW AND OUTSIDE OF VAULT WALL. REMOVE DAMAGED OR CRACKED SIDEWALK UP TO NEAREST PLANE JOINT AND INSTALL NEW SIDEWALK PER CITY OF NEWPORT BEACH STD. DWG. NO. 180-L. HANDLING EYE - 1 TON CAPACITY PER DETAIL W ~ CONSTRUCT INSULATING FLANGE AND INSULATOR TEST STATION PER IRWD STD. CP-2 & CP-13 18" CML&C STEEL PIPE C. 150 (WELDED JOINTS) 24" DIP CL. 200 OR STEEL PIPE, CL. 150 REMOVE DAMAGED OR CRACKED CURB & GUTTER UP TO THE NEAREST TRAVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACE IN CONFORMANCE WITH CITY OF NEWPORT BEACH STD. DWG. NO. 182-L 4'x 6'-6" PRECAST CONCRETE VAULT NECKING, ASSOCIATED CONCRETE PRODUCTS, SERIES 202 OR APPROVED EQUAL. PROVIDE GRADE RINGS AS REQUIRED SO THAT TOP OF HATCH IS FLUSH WITH EXISTING SIDEWALK. @ WELD FLANGE IN FIELD FOR STEEL PIPE ALTERNATIVE. NOTE: 1. THE ELECTRICAL CONDUIT INSTALLATION THROUGH THE VAULT WALL SHALL BE PER SECTION 16111 OF THE PROJECT SPECIFICATIONS. ® 16" X 6" TEE (FLG) (D.1.P.) OR 6" FLANGED OUTLET (STEEL) ® PRESSURE GAUGE SAMPLING COCK PER DETAIL ® 2. ROUTE 1 /2" SST SENSING LINE FROM PRESSURE TRANSMITTER CONNECTION TO PRESSURE TRANSMITTER WHICH IS LOCATED ON THE SOUTH WALL 3 FT ABOVE VAULT FLOOR. 3. THE PIPE MATERIAL WITHIN THE INTERTiE METERING VAULT CAN EITHER BE D.I. PIPE AND FITTINGS OR CML STEEL PIPE AND FITTINGS, BUT SHALL MATCH THE MATERIAL SELECTED FOR THE 24" RW MAIN. 4. EXISTING STREET LIGHT CONDUIT SHALL BE EXPOSED PRIOR TO CONSTRUCTION TO DETERMINE EXACT LOCATION AND ELEVATION. THE CONTRACTOR SHALL EITHER REMOVE AND TEMPORARILY RELOCATE OR EXPOSE SUFFICIENT LENGTH OF CONDUIT FOR THE REQUIRED REALIGNMENT. ALL WORK SHALL BE COORDINATED WITH AND APPROVED BY THE CITY OF NEWPORT BEACH PUBLIC WORKS. ALL NEW STREET LIGHT CONDUIT SHALL BE PER THE CITY OF NEWPORT BEACH REQUIREMENTS. .,_ D. it IRVINE RANCH WATER DISTRICT ' r t ! I ; , -'-" "',-., '<, • <i' GREEN ACRES PROJECT DATE (! ! ·No. 'C039l61 . INTERTIE FACILITIES Exp._12-31-91 ! -f ,, ~-'r I , C \\ PROJECT NO. 20035 INTERTIE METERING VAULT SHEET 20 OF 46 (714) 727-7099 APPROVED JAN. 97 D928.048 STEVEN L MALLOY RCE .:51920 PRINCIPAL ENGINEER DATE (.') 3' n 0 0. ? 6 0 « u / re, ~ 0 ./ "' ~, 0, u / z ·-·------------------------------------------------------------------------------------ PROVIDE PIPE BRACKET SUPPORTS AT 6'-2" O.C. ABUTMENT 1 (lYP BOTH ENDS) -~::-,:__ 16'. HILT! HVA ADHESIVE ANCHOR, 3/4" BOLTS • ' ----------______ _____.......----- --EXISTING BARRIER EXIST. WING WALL PROPOSED J_ i s-5 B" lt""•>------'1,__:-_,B",___ __ ....i .. , lYP. I WINGWALL PIPE SUPPORT BRACKET SEE DETAIL "B" DETAIL A NTS . APPROVED PIER 2 121'-9 1/2"± 121'-10 7/8"± WEST BOUND ) , - -• "°' < """'A• •<h•• • ---•• ----·••<·--·-··· l -! I / ---l i I , ! -~-I I , ---=-\cc, ::::·c-·--·-··-"'·····---="----·--·-·... • .. ~ '"'''"••··--'==,~,;:::-_ --=--:~::, EXISTING BRIDGE 'PLAN Scale: 1" =20' NOTE; .. STRUCTURAL STEEL SHALL BE A36 AND 3/8" THICK. __.-3/1ft' PLATE ----BEARING PAD GREESED ON TOP AND BONDED TO THE BOTTOM PLATE PROPOSED 18" PIPE 'b -I ;,, 'b ('j b ' DRAWN BY:· DESIGNED BY; CHECKED BY: DATE JAN. 97 • R=2" lYP '>--!-+--.../ 3 1 .---1"x1/!f STRAP W/2-5/8" BOLTS 1· to to r..: ~ ~t lo ('j ;,,.. r-----+--JI -1 WINGWALL PIPE SUPPORT BRACKET I L----r-1~ I ' JLR EC DJN JOB NO. 0928.048 PLANS PREPARED BY: ASL Consulting DETAIL B NTS Engineers • One Jenner Street, Suite 200 Irvine,· California 92618 (714) 727-7099 e-=ft -J IIIVINERANCR l!T!IIWICI' ABUTMENT 3 .-,---REMOVE AND REPLACE RIP-RAP AS REQUIRED AT EACH ABUTMENT REMOVE AND REPLACE GUARD RAIL IN KIND • SURVEY LINE ---~--PROVIDE PIPE SUPPORT, BUTT STRAP CLOSURES AND JOINT HARNESS PER "DETAIL D" (lYPICAL EACH SIDE) AS REQUIRED NOTES; 1. SPACING OF HANGER CAN BE ADJUSTED 12"± MAX AS REQUIRED. 2. CONTRACTOR SHALL INSTALL HANGERS PER MANUFACTURES WRITTEN INSTRUCTION AND PROVIDE UNIFORM SUPPORT OF THE PIPE AND CONSTRUCT iHE PIPE TRUE TO LINE AND GRADE IDENTIFIED. 3. ADHESIVE ANCHORS SHALL BE HILT! HVA ADHESIVE ANCHORS SYSTEM, OR APPROVED EQUAL. ANCHORS MUST BE INSTALLED PER ICBO REPORT NO. 4016, WITH "SPECIAL INSPECTION" PROVIDED BY THE RESIDENT ENGINEER. ALLOWABLE DESIGN LOADS: TENSION SHEAR 3/4"'/J : 6800 LB 3900 LB 3/f!',;, : 2200 LB 1 000 LB · ( 4000 PSI CONCRETE) 4. ALL STRUCTURAL STEEL (HANGER AND SUPPORTS) SHALL BE GALVANIZED AFTER FABRICATION AND PAINTED PER THE PROJECT SPECIFICATIONS . 5. BEARING PAD SHALL BE 1/t' FIRM NEOPRENE: (20-25 PSI @ 25% COMPRESSION) 6. ALL WORK ON THE INSTALLATION OF THE (BRIDGE CROSSING SHALL BE DONE FROM UNIVERSllY DRIVE . BRIDGE). THE CONTRACTOR WILL NOT BE ALLOWED TO DO ANY WORK WITHIN BONITA CREEK OR BENEATH THE BRIDGE EXCEPT THE WINGWALLS. • 7. ALL STRUCTURAL STEEL (HANGER SUPPORTS) SHALL BE GALVANIZED AFTER FABRICATION AND THEN PAINTED PER THE PROJECT SPECIFICATIONS. 8. THE EXPOSED 18" CML STEEL ("IPE SHALL BE PAINTED PER SECTION 9900 OF THE PROJECT SPECIFICATIONS. 9. FINAL COLOR OF THE PIPE AND HANGERS WILL BE SELECTTED BY CNB WITH APPROVAL OF THE DISTRICT. RECLAIMEED WATER WARNING DECALS WILL BE REQUIRED. EXISTING BARRIER 45' BENDS LOCATION PER PLANS 1ST. EXPANSION JOINT (lYP.) • -------, ~-JOINT HARNESS PER IRWD -f-----'r---r===-==J SPECIFICATIONS SECTION 15160 5'± 5'± 3'-4"± 1'± '\__ 18" BUTT STRAP _/ DETAIL D 1" = 3'-Cf' REMOVE EXIST. CONCRETE BARRIER AS NECESSARY TO INSTALL 1" THREADED ROD. PATCH BARRIER WITH 2500 PSI CONCRETE. APPLY THIN LAYER OF CEMENT SLURRY ON ENTIRE BARRIER SO THAT THE PATCH WORK IS NOT VISIBLE. I I l . j I I I .) 2" SQ. X 1/4" THK. GALVANIZED STEEL PLATE WASHER WITH 1" NUT I 3/f!' ADHESIVE ANCHOR BOLT (SPECIAL INSPECTION _ 1 _,_,,-- REQUIRED AT INSTALLATION) I \ 3'-2"± r ' 'b I ;,, 3'± --EXISTING BARRIER 1" DIA. GALVANIZED STEEL THREADED ROD __-,--GRINNELL ADJUSTABLE CLEVIS (FIG. 260) _-:.... ___ ti?. 1/4" THICK x 2 1/2" WIDE STRAP--I--/ // _,./'/ ------ PROPOSED 1 f!' PIPE 1·-er NOTE: DO NOT OVER DRILL S' ANCHOR INTO GIRDER. DETAIL C 1" = 1'-0" • ,..._ SERVICE METER PEDESTAL (2' X 2') ® c/ @"' RTU ENCLOSURE (3' X 2') ® \ ~\ 1·c.(2) 1 c.o. ELECTRICAL PLAN SCALE: 3/8" = 1 '-0" LIGHT FIXTURE, WALL MOUNT WITH GLOBE & GUARD APPELTON #A-51 OR EQUAL WITH 100W LAMP (TYP OF 4) l"C.(2) #18 TW/SH & 2#14 #18 TW/SH & 4#14 r----1 I I I ' I I , I I I I I ZS-4 1---120V PANELBOARD CIRCUIT #2 -----l LIMIT SWITCH ON ACCESS HATCH. 2PDT. CONTACT CLOSE WHEN HATCH OPENS. (N.C. HELD OPEN) ZS-1 I ZS-3 100 WATT VAPORPROOF FIXTURE (TYP. F 4) .,___-1,00}------+ INTRUSION WIRE ZS-2 • TO RTU r---7 '~ INTRUSION LIMIT SWITCH ON ACCESS HATCH. CONTACT OPENS WHEN HATCH OPENS. (N.O. HELD CLOSED) HATCH CONTROLLED EQUIPMENT NOT TO SCALE ELECTRICAL LEGEND AND ABBREVIATIONS GFI N.C. ZS 0 • -...,NVV" c.o. WP FT TW/SH =©x 0 $K PT GROUND FAULT INTERRUPTING NORMALLY CLOSED POSITION SWITCH MOTOR OPERATED VALVE TOGGLE SWITCH, HP RATED GROUND ROD GROUND UNDERG~OUND CONDUIT, # -INDICATES SIZE OF CONDUCTORS, HASH MARK INDICATES QUANTITY JUNCTION BOX CONTROL DEVICE FLEXIBLE CONDUIT OR CORD CONDUIT ONLY WEATHERPROOF FLOW TRANSMITTER TWISTED SHIELDED PAIR RECEPTACLE, NEMA 5-20R, X -INDICATES CIRCUIT NUMBER MOTOR CONNECTION SELECTOR SWITCH, KEY OPERATED PRESSURE TRANSMITTER LIGHT FIXTURE. WALL MOUNT, PHASE NORMALLY OPEN 0 PLC INPUT NOTES N.O. LSH LEVEL SWITCH HIGH SUMP PUMP CD @ Q) 0 ® ® (j) ALL ENCLOSURES, DEVICES AND CONTROLS SHALL BE 4'-0" ABOVE FLOOR (MINIMUM). CONDUIT AND HOMERUNS ARE DIAGRAMMATIC. ROUTE CONDUIT TO CLEAR ALL OPENINGS/HATCHES AND EXTERNAL PIPING. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND TRANSFORMER. REFER TO SPECIFICATIONS FOR GENERAL INFORMATION, MATERIAL AND EXECUTION REQUIREMENTS. PROVIDE RAISED CONCRETE PAD. (8" THICK MINIMUM) -SEE DETAIL THIS PAGE REFER TO SCE DRAWINGS FOR CONTINUATION AND REQUIREMENTS. SEE SHT. 20 (INTERTIE METERING VAULT DRAWING) FOR LOCATION. OF CONCRETE PEDESTALS. CONDUIT PENETRATION J-SO>l:Jl]r DRILL -11-~-u- l /4 .. DRAIN / HOLES / PENETRATION J-BOX DETAIL NTS CONCRETE PAD RTU OR SERVICE METER 6" x6" WELDED WIRE MESH RAISED CONCRETE PAD DETAIL NTS 0 _J 1 OOA, 120 /240, 1 f/J. 3W SERVICE PEDE ST AL NTS 1. PEDESTAL SHALL BE STAINLESS STEEL, NEMA 3R, AS APPROVED AND IN FULL CONFORMANCE WITH SCE REQUIREMENTS. 2. PROVIDE CLEARANCES PER SCE SERVICE GUIDE REQUIREMENTS. VALVE NOT IN AUTO <t INTERNAL VALVE CONTROL POWER 0 0 LOR SWITCH ST,°P OPEN C Cl<J"O CLOSE 0 I _l_ C VALVE ACTUATOR PLC (DO) PLC (DO) MOV CONTROL SCHEMATIC LSH rLOOD SIIITCH .-11■~•◊~• -■--_-1~-STATION ]"FLOODED STATION FLOOD SWITCH CONTROL CONTROLS ARE LOCATED IN RTU UNLESS OTHERWISE NOTED • VALVE OPEN <;>VALVE CLOSED ~ DO DIGITAL OUTPUT 100A, 120/240V, 10, 3W NEMA 3R SERVICE METER PEDESTAL I MCB ) 100A/2P SCE 120/240V, l 2Djl._2P 9-___:.------;, MOV i o---:------• VAULT LIGHTS -+------~VAULT RECEPT. • VAULT SUMP PUMP --+-------RTU ENCLOSURE AUX --+-------RTU ENCLOSURE UPS 2 2Djl._1 P i ' 3 2~1P I 4 2~1P I I 20A 1P 5 ,---.. 6 2~1P I ~ G l 9-- 10, 3W POWER ONE-LINE NTS ..)M)J\. MORAES/PHA~1 & ASSOCIATES CONSULTING ELECTRICAL & MECHANICAL ENGINEERS 5235 AVEN1DA ENCINAS STE G CARlS3AD CA 92008 (619) 4;~-7177 ,;;:-r--T---------------------,----------,----------------,-----,-----------------------,----:::;;.,,,.,e;;;;::---,----------------------------,------------------,-----1;; 5 w 4 / ,,; IRVINE RANCH WATER DISTRICT SHEET R DRAWN BY: JDM PLANS PREPARED B~ 3 ,~v;::esc:,.,?·\c";-• ;~"' PR1Nc1e,L l -· lr --'\Z GREEN ACRES PROJECT 22 ~ 2 ·/_;~1,•:( INTERTIE FACILITIES ELECTRICAL PLAN OF ~ '1 .,.._ I // ,,.r c-... ) 1/ c v,.__ .. '( 1/;i., / /c,.1 / ·~•-:)-:? ./ PROJECT NO. 20035 46 § L:...N:.::O::..:·..L';;:D:...;A..:.T:;;.E...J.. ______ ..:,R;_:E;:.:V:_:l;;:S:.::IO:::N.::.;S::_ ______ _l.~~~'..:..=~L-----L------1------------------1..-====--1-~sTD;M~N.JLa.:IM~LLD2!Y __ ~•c£_E_J.2.19~2i_6 __ ,::._e~R~1NC:!!;1P~ALcJE~NG~1N~EE!!,_R_::..:__...:__o~AT~E_jL_::::::a~aa::::::..__..L ___________________________ .J_ __________________ ...L ___ _Jz DESIGNED BY: DGA ASLConsulting Engineers ~ b ,,, CHECKED BY: DGA One Jenner Street, Suite 200 .... ti:::11:1 J DATE JOB NO. Irvine, Colifornic 92618 IRVINE IUNCH JAN. 97 0928.048 (714) 727-7099 1AM DIS'lilCI APPROVED ------------------------------------------------------------------------------------------------------------------------ ISA -S5.1 TABLE 1 DENTIFICA TION LETTERS FIRST LETTER(S) -SUCCEEDING LETTERS MEASURED OR INITIATING VARIABLE A ANALYSIS B BURNER , COMBUSTION C CONDUCTIVITY D DENSITY E VOLTAGE F FLOW RATE G GAUGE H HANO (MANUAL) I CURRENT (ELECTRICAL l J POWER K TIME, TIME SCHED. L L[\lrl M MOTION N INTRUSION 0 TOROUE p PRESSURE VACUUM Q QUANTITY R RADIATION s SPEED, FREQUENCY T TEMPERATURE u MUL TIVARIA01 • V VIBRATION w WEIGHT. FORCE X UNCLASSIFIED y EVENT, STATE OR PRESENCE z POSITION MODIFIER DIFFERENTIAL RATIO (FRACTION SCAN TIME RATE OF CHANGE MOMENTARY INTEGRATE, TOTAUZE SAFETY X AXIS Y AXIS Z AXIS READOUT OR PASSIVE FUNCTION ALARM PRIMARY ELEMENT GLASS, VIEWING DEVICE INDICATE LIGHT ORIFICE, RESTRICTION POINT CONNECTION RECORD OR PRINT MULTIFUNCTION WELL UNCLASSIFIED OUTPUT FUNCTION CONTROL CONTROL STATION SWITCH TRANSMIT M' II TIF' ••ll'TI .. "' VAL VE, LOUVER UNCLASSIFIED RELAY, COMPUTE, CONVERT DRIVER, AC TUA TOR, FINAL CONTROL ELEMENT MODIFIER HIGH LOW MIDDLE NORMAL MUL Tl FUNCTION UNCLASSIFIED REFERENCE ISA-S5.1 SECTION 5.1 AND TABLE 2 FOR EXPLANATION AND TYPICAL LETTER COMBINATIONS PROCESS CONTROL FUNCTION DESIGNATIONS (SEE ISA-S5.1 TABLE .3 FOR EQUATIONS) /FUNCTION xx 0EE NOTE .3 SUMMING AVERAGING DIFFERENCE PROPORTIONAL INTEGRAL DERIVATIVE MULTIPYING DIVIDING ROOT EXTRACTING EXPONENTIAL NONLINEAR OR UNSPECIFIED FUNCTION TIME FUNCTION HIGH SELECTING LOW LIMITING HIGH LIMITING LOW SELECTING REVERSE PROPORTIONAL VELOCITY LIMITER BIAS SIGNAL MONITOR BOOSTER, REPEATER GAIN CONVERT DESIGNATION FUNCTION xx ' ~ Z:/n 6. KOR P S OR I d/dt OR D X -. ✓ X" f(X) f(T) > < -K OR -P ~ + OR -OR ± H,L,HL 1: 1 XX% OR X: 1 •/• (SEE TRANDUCER & CONVERTER DESIGNATION) PANEL FRONT VIEW SYMBOLS D PILOT LIGHT □ LOOP CON<eOCCEe ., @ SELECTOR SWITCH 0 PUSH BUTTON I I INDICATOR GENERAL NSTRI.MENT ATION AND CONTROL FUNCTION SYMBOLS NSTRI.MENT LtE SYMBOLS N'UT /OUTPUT SIGNALS 0 CD 8 8 0 ffi NOTE: DISCRETE INSTRUMENTS t QCATIQN EQUIPMENT/FIELD MOUNTED (NEW) 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. PANEL OR MCC MOUNTED, OPERATOR INACCESSIBLE. SEE NOTE BELOW. INSTRUMENTS SHARING COMMON HOUSING, PANEL OR MCC MOUNTED. SEE NOTE BELOW. t ------------------------------- --0--0--0--0 -- A BOX WILL BE DRAWN AROUND ALL INSTRUMENTS MOUNTED IN THE SAME PANEL. HARDWIRED INTERLOCKS SEE CONTROL DIAGRAM 'X' FOR LOGIC AND WIRING DETAILS ANALYSIS PARAMETERS /ANALYSIS PARAMETER XXX CID SEE NOTE .3 XXX PARAMETER CL 2 CHLORINE co 2 CARBON DIOXIDE DP DEW POINT (HUMIDSTA T) DO DISSOLVED OXYGEN 0 2 OXYGEN 0 J OZONE pH pH CELL so 2 SULFUR DIOXIDE NTU TURBIDITY PC PARTICLE COUNTER TRANSDUCER & CONVERTER DESIGNATION A ANALOG B BINARY BCD BINARY CODED DECIMAL D DIGITAL E VOLTAGE F FREQUENCY H HYDRAULIC I CURRENT p PNEUMATIC PF PULSE FREQUENCY R RESISTANCE (ELEC.) s SPEED RTD RESISTANCE TEMPERATURE DETECTOR /0._AND V (ALL SIGNALS) AoR ':::1/ (ANY ONE SIGNAL) HAND SWITCH CONTROL FUNCTIONS rn SEE NOTE 1 XXX GD SEE NOTE 1 lQiJi. 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 S/S M/A ES ws HAND SWITCH LIGHT ILLUMINATED BY HAND SWITCH CONTACT SELECTOR SWITCH OR PUSHBUTTON (MAINTAINED OR MOMENTARY CON TACTS) ClESIGNAJIQN 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 POWER SUPPLY ABBREVIATIONS ELECTRIC SUPPLY WATER SUPPLY NOTE: A POWER SOURCE LABEL IS USED ONLY WHERE NECESSARY TO HELP CLARIFY AN INSTRUMENT OR SYSTEM FUNCTION. PRIMARY PROCESSING PIPING OR FLOW CHANNEL PROCESS FLOW DIRECTION ARROW PROCESS LINES CROSSING (NOT CONNECTED) SECONDARY PROCESS PIPING AUXILIARY PROCESS PIPING ELECTRICAL SIGNAL ELECTRICAL SIGNAL DIRECTION ARROW INTERNAL SYSTEM SIGNAL LINK (SOFTWARE OR DATA HIGHWAY) PANEL/PANEL OR PANEL/FIELD SEPARATION LINE PROCESS FLOW LINE CONTINUED: ON ANOTHER DRAWING • (NUMBER); ON SAME DRAWING • (LETTER) PROCESS FLOW LINE CONTINUED: OUTSIDE SCOPE OF DRAWINGS AUXILLARY SYSTEM FLOW tIDICA TtJG LIGHTS XXX XXX '® SEE NOTE 1 ru SEE NOTE 1 • OTHER IDENTIFICATION LETTERS SUCH AS "IA" AND "ZL" MAY ALSO BE USED. lQiJi. ClESl!:,NA TION A AUTO ACC AREA CONTROL CENTER C CLOSED EMER EMERGENCY F/D FIELD/DCS FAIL EQUIP. FAILURE GF GROUND FAULT L/R LOCAL/REMOTE 0 OPENED DL OVERLOAD 00 ON/OFF OOS OUT OF SERVICE PCC PLANT CONTROL CENTER PF PHASE FAILURE RDY READY SEQ SEQUENCE TRBL TROUBLE VAC VACUUM I I I I I I --1 . I I I I I I . -1 . ANALOG INPUT ANALOG OUTPUT I I I I I I -1 . y I I I I I I '-1 ' TERMINATION POINT FOR ANALOG INPUT TO PLC TERMINATION POINT FOR ANALOG OUTPUT FROM PLC STANDARD SYMBOLS ---;r----Jf---- - t ---IQ,:r--- --i)('.]f--- --0>-. -- ---l><l>--- & . ' ' BUTTERFLY VALVE BUTTERFLY VAL VE (NORMALLY CLOSED) ANNUBAR (FLOW ELEMENT) ELECTRIC MOTOR QUICK-CONNECT DRAIN BALL VALVE BALL VALVE (NORMALLY CLOSED) MANUAL GATE VALVE BYPASS VALVE PUMP CONTROL VALVE PUMP CHECK VALVE DIGITAL INPUT DIGITAL OUTPUT TERMINATION POINT FOR DISCRETE INPUT TO PLC TERMINATION POINT FOR DISCRETE OUTPUT FROM PLC I 0 DATA LINK I 0 rL MSCELLANEOUS ABBREVIATIONS ABBREVIATIONS MEANING A AIR A AMBER LENS IF TO BOTTOM RIGHT OF LAMP ATM ATMOSPHERE AS AMMONIA SOLUTION DWG DRAWING EXIST EXISTING FTW FILTER-TO-WASTE FW FILTERED WATER G GREEN LENS IF TO BOTTOM RIGHT OF LAMP HI HIGH H/0/A HAND/OFF /AUTO IA INSTRUMENT AIR IW INFLUENT WATER LO LOW L/R LOCAL/REMOTE M/A MANUAL/AUTO MCC MOTOR CONTROL CENTER NTU TURBIDITY OF OVERFLOW PLC PROGRAMMABLE LOGIC CONTROLLER PNL PANEL PRESS PRESSURE PV PROCESS VARIABLE PW POTABLE WATER R RED LENS IF TO BOTTOM RIGHT OF LAMP RW RAW WATER SA SAMPLE SP SET POINT SPC SET POINT CONTROL S/R STOP /RESET SWW SURFACE WASHWATER TD TANK DRAINAGE uw UTILITY WATER VE VENT WW WASHWATER WWR WASHWA TER RETURN THE FOLLOWING ADDITIONAL DESIGNATIONS MAY BE UTILIZED ADJACENT TO SOME VALVE OR GATE SYMBOLS. GENERAL NOTE: THESE PROCESS AND MECHANICAL EQUIPMENT SYMBOLS ARE INTENDED TO BE !N ACCORDANCE WITH THE MOST RECENT ISSUES OF: NC = NORMALLY CLOSED NO= NORMALLY OPEN 1. ANSJ/ISA -S5.1 "INSTRUMENTATION SYMBOLS AND IDENTIFICATION." 2. ANSI/ISA -S5.5 "GRAPHIC SYMBOLS FOR PROCESS DISPLAYS." 3. ANSI/ASA -Y32.11 "GRAPHIC SYMBOLS FOR PROCESS FLOW DIAGRAMS." 4. ANSI -Y32.10 "GRAPHIC SYMBOLS FOR FLUID POWER DIAGRAMS". HEYER AND ASSOCIATES CONSULTING SCADA AND INSTRUMENTATION ENGINEERING 2904 OAK HILL DRIVE ESCONDIDO, CA 92027 (619) 745-0865 rAX (619) 745-2430 I ~ss1--T-----------------------r;::;:::-:::;--;::::::----::------r-----------------T--:::::::-r-------------------------r-----::;;;;:=~--r---------------------------,------------------,----l~ 4 DRAWN BY: JLK PLANS PREPARED BY: ,I" ' ;· · 1 /l ~i<lf,£SSJ~ SHEET ,0 ' ~ a ·. '-£,;;;cuge,.,'iiJ½,\ IRVINE RANCH WATER DISTRICT o 3 DESIGNED BY, GH ASLConsulting Engineers b,-, -~~2 , • 1 -1' <i ~7 "'ff;l,"1......,:i·-if.\.,~ -·-. INSTRUMENTATION 23 6 , T ,_,,_,·~si="'='~D·~'='°='s=co~--"'•c""'E--"'""''s"-1 ___ -"P"""'""'C'PccALe._ ______ .,,,oA,,,TE'--' ~ 6 Wo. CS 1217 , I~ GREEN ACRES PROJECT ,; 2 CHECKED BY: GH One Jenner Street, Suite 200 ...,._J ~.'~ 0 1 _ (xp. 12/31/97 • LEGEND AND ABBREVIATIONS OF ~ '- --N~~.;..-....... D_A_T.;.E ....... ________ R.;;;E.;.V;.,:IS;.;.IO.::.:...:N.::.S ______ -,1_:_A::..P.:.P.:.R.:::O:..:V.:::E;;:D.J..._J_A_~A-·T_!_7 _ _j__~_~_~_s_~_~_-s_.J..__(7_v;_~)_·_~_2□_~i~-07_r3_~0-9_9_26_1_8 ________ .J..._~_1k_'N_ED_~_N_w_...L,_-~2';!..!, -a.J<~)s!a!,..,2!.~_, __ ~_:,..!£!~·-/2.,_.:2'.;~1,:..,. ___ ~~~~'-·-/_._···_~--,1·_·-_-?~A·!I:',_j __ *J'_:::7:::t;;=='c=:::::;''::::.:;_~_*_JL _______ '_N_T_P_:_~_J_E'_g_T_~_~_~_~_;_~_~_~_E_s ________ L _________________ _L __ 4_6 _ _JJz· STEVEN L. MALLO'!' RCE 31926 PRINCIPAL ENGINEER ·_:-"-,,. ,•- ;t{ ;: ;:; .... ,. (. '. ,,,•, 1..------------:-1 ~--,MODEM o-o--, 0 r-o-o 0 RADIO 11 TO MICHELSON r-----t I PLANT MODICON 984-MICRO ~ LEASED TELCO ~ 0--0--0-0--0-_,_--, MODEM t--ii---------------------,-..-----------~ PORT 2 PORT 1 MODICON 984-141C r--7---T---r-1-7-~-T---r--7 ~ ;o ~Fco ijcc ij1c :~1 ~. ~Y 20 20 20 20 I 20 ~ 20 I I I I I I I I I I I I I I I I I I I I I I I © POWER MONITOR I I I I I I I I I I I I \ I I I I I I I I I I I I ) I I I I I I I I I :®IT I 20 I I I I I I I I I I I @ ENCL. INTRUSION OVERRIDE / I I INTRUSION 1 : ( : CP-2 L 7 I I I I I I I I I I ) I / I I I I I I I I I I .1 SURGE TOWER OVERFLOW I I I I I I I I I I I I I I / / I / I I/ I /I ;I / I / I I ( I I I I I I I I· I I VALVE NOT IN AUTO odr) ............... CSDOC FE 20 M I I I I I I I I I @ GATE NOT IN THIS CONTRACT INTRUSION PLANT #2 DISCHARGE FACILITY L __ _J TO GREEN ACRES DISTRIBUTION SYSTEM I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------~--~---T---~--~---T-7 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 HS I FLOOD ALARM 10 METER VAULT I I I I VALVE I NOT IN I AUTO CD 0 M I I I I I I I I I ~--7 I I I I I I I I ZS lOC INTRUSION FROM MICHELSON PLANT HEYER AND ASSOCIATES CONSULTING SCADA AND INSTRUMENTATION ENGINEERING 2904 OAl< HILL DRNE ESCONDIDO, CA 92027 (619) 745-0865 FAX (619) 745-2430 " s n cs I ~ r-;:-,--,---------------------,-----------,------------------,--------,,,-------------------------,---::;;;;;;;;a.;;;;;;::-:--r--------------------------r-----------------T--:---:-:--7'2 SHEET 6 5 DRAWN BY: JLK I PLANS PREPARED BY: f ' I I 4 NJ DESIGNED BY: GH ASL Consulting Engineers I ' , 3 -~ : ,, b ,,, STE\'~ 0, TEDE:SCO 2 CHECKED BY: GH One Jenner Street, Suite 200 ..__J .A. rl <,!~,! ... IRVlNE RANCH ,;-' { \ ,, DATE JOB NO. Irvine, California 92618 nm DISTRICT \ ,· ,. (714) 727-7099 I • .:.. ,{_J'•(: .,.,. 0928.048 / ;!---··'1 7 RCE 39261 PRINCIPAL DATE ~/ // // I II : ··7 ~·, "-".'""{_, , t / {~·t-;. ' -. , , .. t .~"--. _., ;, : .. . ' . IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT INTERTIE FACILITIES PROJECT NO. 20035 P&ID 0 24 ~ ,;· OF c'; / cu N 46 g / L....::''.':::.:..L...:~~j_ _____ __'.::..::.;'..:.::::.'.~~-------1.~:::::.:~~::..J.-.:..___: __ j_ ____ _j ________________ ___l_====-___l__.:!2!~~~--.!!lL..2'.~...:.:..-....!~~~2!----~::..........L..._..::::~:::::::=---.L--------------------------l--------------------L----_JZ NO. DATE REVISIONS APPROVED JAN. 97 STEVEN L. MALLOY RCE 31926 (. PRINCIPAL ENCINEE~ DATE N - ' -.......... I MODEM I I RADIO I I I (S)--KEY OPERATED PLC ---INTRUSION OVERRIDE ~ 0 ~ UPS ,_ • ~· , ... $ < , • < ' ' • " • /, < ·' PAD •, ' ... . .• ,l • " ·" . . i • PAp·· ·---' ' . --<. ,. . . < ,£' ..,., __ , ... ' «·. ' ' .. ·., • . 1· • i -.. ! . ""' • ' ,. LI , . .i, ~· ,t_ <~, • -. CP-1 ENCLOSURE CP-1 ENCLOSURE DOOR CLOSED DOOR OPEN -BACK PANEL LAYOUT ' r-: -NOT --7 I I ,TO IN CONTRACT MWRP CP-2 I I 1MODEMI I RADIO I PORT 1 I I MODICON 984-141C I I MODICON MICRO 984 --jMODEM: '½-LEASED TELCO --s· 1 I 110 CPU J I POINT TO POINT ' CP-1 612-00 CIRCUIT 1/0 FROM CSDOC METERING VAULT I PLANT #.2 I INTERTIE L DISCHARGE FACILITIES _J METER VAULT --- IRWD INTERTIE PROJECT BLOCK DIAGRAM NOTES: 1. BACK PANEL LAYOUT SHOWN IS GUIDE FOR SYSTEM INTEGRATOR. 2. UPS TO BE MOUNTED ON SHELF ON BACK PANEL. .3. SEE SECTION 1 7200 FOR DETAILS ON ENCLOSURE. HEYER AND ASSOCIATES CONSULTING SCADA AND INSTRUMENTATION ENGINEERING 2904 OAK HILL DRIVE ESCONDIDO. CA 92027 (619) 745-0865 FAX (619) 745-24.30 I i---sr--,---------------r-::-~::-:-:-----:~-.,------------i-----,----------------,-----:~=----r---------------,----------------,-----1:;; z 5 DRAWN BY: JLK , " IRVINE RANCH WATER DISTRICT GREEN ACRES PROJECT INTERTIE FACILITIES PROJECT NO. 20035 SHEET 25 OF 46 s 4 DESIGNED BY: GH .3 2 CHECKED BY: GH 1 DATE JOB NO. NO. DATE REVISIONS APPROVED JAN. 97 0928.048 PLANS PREPARED BY: f-11 ASL Consulting Engineers b ,,, One Jenner Street, Suite 200 .... -J Irvine, California 92618 IRVINE RANCH (71'4) 727-7099 IA'lll DlmlCT / • ' BLOCK DIAGRAM 0 <( u / "' " 0 / 0) N CT> '-• i, . ' v~ h~\ ,.,, ' -, . • ~ ' -~~t-