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HomeMy WebLinkAboutW_5293_SNEWPORT CENTER PACIFIC OCEAN PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR FLOATING COVER AND DISINFECTION FACILITIES RD LOCATION MAP N.T.S. BIG CANYON RESERVOIR DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER't1CE Al£RT OF SOUIHEltl CHJFORNIA C-3037 1/J APPROVED BY DATE: WORKS DIRECTOR R.C.E. 36106 APPROVED BY tu,~~ CITY ENGER DATE: R.C.E. 24967 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: PLANS PREPARED BY: ~27,~~ ~:n~~: ~u~~~ SUll'UIIIEII ,~DR. L ~ Ill ~ COSTA ~ MESA FMI I WI.SON sr -- ' sr PACIFIC OCEAN "' Ill! ,,,. Iii ,_ a.,, ~ ""-... \ Iii IRVINE J; - PRO.ECT LOCATION VICINITY MAP N.T.S. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. APPROVED /'11111' G-1 C-3037 BIG CANYON RESERVOIR {'c:g<JM,. ;~ 1$6h~f1{!7-A Irvine, California 92618 (949) 727-7099 (949) 727-7097 FAX t----+--+---+------------t-----1 TITLE SHEET ~ 0$ TIRANSPORTATION AND RCE 22045 UTILITIES DIRECTO~.E. 25553 DEVELOPMENT SERVICES l---+----+-+---------+--➔~~~~~=+---------,-------1 ~~D RCE 39261 DATE REV DATE BY DESCRIPTION REVISIONS DATE I APP' □ DESIGNED DHAWN CITY OF NEWPORT BEACH W-5293-S SE RJW CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 40 SOT 10/03 7 cr, • (1 1 I ,\ " v N 0 "' 0 0 N -----0 ' 0, 0 0 • ~ Q --• / 0 0 c5 / "' "' 0 / <O 0 <O 0 I "-z I GENERAL NOTES 1., ALL ON-SITE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, AND THE CITY OF NEWPORT BEACH "DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORK~ CONSTRUCTION", LATEST EDITION. 2. ALL CONCRETE SHALL BE 360-C-3250 UNLESS OTHERWISE SPECIFIED. 3. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CllY IF ANY DISCREPANCIES ARISE. 4. THE PIPING, VALVES AND CONNECTIONS FOR THE CHEMICAL FEED LINES TO EXISTING FACILITIES ARE BASED UPON RECORD DRAWINGS AND FIELD MEASUREMENTS. THE CONTRACTOR SHALL CONFIRM THESE DIMENSIONS AND IS RESPONSIBLE FOR PROPER FIT OF PIPING, VALVES AND APPURTENANCES. 5. ALL BOLTS, NUTS, WASHERS FOR PUMPS, VALVES, MIXERS SHALL BE 316 STAINLESS STIEEL 6. CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH CITY, STATE OF CALIFORNIA AND FEDERAL ORDINANCES. 7. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES. 8. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 9. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 10. EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION OF UTILITIES PRIOR TO EXCAVATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION, SHUT-DOWNS AND START-UP WITH THE CITY OF NEWPORT BEACH. 12. THE CITY OF NEWPORT BEACH HAS DRAINED AND CLEANED THE RESERVOIR. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CLEANLINESS OF THE RESERVOIR THROUGHOUT THE CONSTRUCTION PERIOD. 13. WHEN REQUESTING INSPECTION. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE CITY OF NEWPORT BtACH AT (949) 844-3011 IN ADVANCE OF PERFORMING ANY SUCH WORK. SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 GENERAL NOTES, ABBREVIATIONS AND SYMBOL LEGEND 3 SITE PLAN 4 ACCESS ROAD PLAN 5 PIPING, PAVING AND GRADING PLAN 6 COVER PLAN 7 MISCELLANEOUS DETAILS 8 MISCELLANEOUS DETAILS 9 GRILL STRUCTURE 10 GRILL STRUCTURE 1 1 GRILL STRUCTURE DETAILS 12 COVER DETAILS 13 DISINFECTION FACILITIES PLAN 14 DISINFECTION FACILITIES SECTIONS 15 DISINFECTANT INJECTION AND WATER SAMPLING 16 DISINFECTION PROCESS DIAGRAM 17 DISINFECTION FACILITIES ISOMETRIC 18 DISINFECTION FACILITIES ISOMETRIC 19 DISINFECTION FACILITIES MISCELLANEOUS DETAILS 20 DISINFECTION FACILITIES GENERAL STRUCTURAL NOTES 21 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 22 DISINFECTION FACILITIES -FOUNDATION PLAN 23 DISINFECTION FACILITIES -FRAMING PLAN 24 DISINFECTION FACILITIES -SECTION 'A' 25 DISINFECTION FACILITIES -SECTION 'B' 26 DISINFECTION FACILITIES -TYPICAL DETAILS 27 DISINFECTION FACILITIES DETAILS 28 DISINFECTION FACIUTIES DETAILS 29 ELECTRICAL SITE PLAN 30 ELECTRICAL SYMBOLS AND ABBREVIATIONS 31 SINGLE LINE DIAGRAM 32 SERVICE PEDESTAL AREA AND OPERATION BASEMENT PLAN 33 DISINFECTION FACILITY POWER PLAN 34 DISINFECTION FACILITY LIGHTING PLAN 35 CONDUIT SCHEDULE 36 DETAILS 37 INSTRUMENTATION SYMBOLS AND ABBREVIATIONS 38 PROCESS & INSTRUMENTATION DIAGRAM - 1 39 PROCESS & INSTRUMENTATION DIAGRAM - 2 40 PROCESS & INSTRUMENTATION DIAGRAM -3 REFERENCE DRAWINGS {ATTACHED) SHEET DESCRIPTION 2 PLOT PLAN 8 INLET AND OUTLET -PLAN 9 INLET AND OUTLET -SECTIONS 10 INLET AND OUTLET -SECTIONS 1 1 INLET AND OUTLET -BUTTERFLY VALVE SHAFT DETAILS ABAND. A.B. ACP ASPH A.C. APWA AWWA AVE. BC CATV CSG CB C.P. CML&cC CML&cTW it C.N.B. CL CLR. CONC CCP C CMP CPLG. CF DWG. EA. E ELEC ELEV. EC EXIST. FH FLG. FO FOT G GA. G.B. HDPE HW. HPG HORIZ. IN. I.D. INV. IRR LBS. LT. LF MAX. MIN. M;J. MON M.LC.C.S.P. N N.T.S. NO. NOM. o.c. ocs O.D. PVMT. PED PL. PT. PRC PVC PCC PB R ABBREVIATIONS ABANDONED AGGREGATE BASE ASBESTOS CONCRETE PIPE ASPHALT ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION AVENUE BEGINNING OF CURVE CABLE TV CASING CATCH BASIN CATHODIC CORROSION PROTECTION CEMENT MORTAR LINED & COATED CEMENT MORTAR LINED & TAPE WRAPPED CENTERLINE CITY OF NEWPORT BEACH CLASS CLEARANCE CONCRETE CONCRETE CYLINDER PIPE CONDUIT CORRUGATED METAL PIPE COUPLING CURB FACE DRAWING EACH EAST OR ELECTRIC ELECTIRIC ELEVATION END OF CURVE EXISTING FIRE HYDRANT FLANGED FIBER OPTIC FLAT ON TOP GAS GAUGE GRADE BREAK HIGH DENSITY POLYETHYLENE HEAVY HIGH PRESSURE GAS HORIZONTAL INCHES INSIDE DIAMETER INVERT ELEVATION IRRIGATION POUNDS LEFT LENGTH LINEAL FEET MAXIMUI.I MINIMUM MECHANICAL JOINT MONUMENT MORTAR LINED CONCRETE CYLINDER STEEL PIPE NORTH NOT TO SCALE NUMBER NOMINAL ON CENTER ORANGE COUNTY SURVEYOR OUTSIDE DIAMETER PAVEMENT PEDESTAL PLATE POINT POINT OF REVERSE CURVATURE POLYVINYL CHLORIDE (PIPE) PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE PULL BOX RADIUS EMERGENCY TELEPHONE NUMBERS AGENCY PHONE NUMBER SOUTHERN CALIFORNIA EDISON CO. (949) 835-5200 UTILITY CLERK CITY OF NEWPORT BEACH (UTILITIES) (949) 644-3011 (DAY) UTILITY CLERK (949) 644-3717 (NIGHT) UNDERGROUND SERVICE ALERT OPERATOR (800) 422-4133 SYMBOL LEGEND -------------PROPOSED PIPELINE ---- ----- ----CITY/COUNTY BOUNDARY -------------RIGHT OF WAY -----------CENTERLINE --· -S-· --• -S-• , SEWER LINE --------W------WATER LINE ------G-------GAS LINE ------E------E--ELECTRIC LINE ------T--------T-TELEPHONE LINE ------TS-------TS-TRAFFIC SIGNAL -------CATV----CABLE TV LINE --·---IRR--IRRIGATION LINE ---SD--STORM DRAIN ------SL SL-STREET LIGHT LINE --------FO ------FIBER OPTIC LINE --· ----RW----·--RECLAIMED WATER LINE ----• -SFM -, SEWER FORCE MAIN -x-x--Xi---lfX--•::x---:x-FENCE □ □ n □ □ n n n n c GUARD RAIL -+-POWER POLE :0: stREET LIGHT 1--------------------------------------------------+--------------------------------------------------tRP REDUCED PRESSURE BACKFLOW DEVICE 9 STREET /TRAFFIC SIGN 0 TIREE JOB SITE SAFETY BY ACCEPTING THIS CONTIRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS CITY OF NEWPORT BEACH, TETRA TECH (HEREINAFTER ENGINEER), THEIR PARENT AND SUBSIDIARY COMPANIES, AGE~. 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, OF CITY OF NEWPORT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY THE SOLE NEGLIGENCE OF CITY OF NEWPQRT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY 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, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF 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. DISCLAIMER THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDITIONS. IF THESE DOCUMENTS !',RE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT TI-IE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL IBE AT THE SOLE RISK AND RESPONSIBILITY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING iAND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. RCP RCSCP R.W. RWM REQ'D RT. R/W OR R.O.W. RD SCH. SWR SFM SMH SPECS. STD. STA. STL ST. LT. ST. STA. SD SDMH REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL CYLINDER PIPE RESILIENT WEDGE RECYCLED WATER METER REQUIRED RIGHT RIGHT OF WAY ROAD SCHEDULE SEWER SEWER FORCE MAIN SEWER MANHOLE SEWER OR SLOPE OR SOUTH SPECIFICATIONS STANDARD STATION STEEL STREET LIGHT STREET STATION STORM DRAIN ~ MANHOLE SMH G'.;) SEWER MANHOLE 00 SHRUBBERY .a,.,,,,.,,,, ASPHALT PAVEMENT SDMH G:;) STORM DRAIN MANHOLE E __;. :] CONCRETE -iOt-FIRE HYDRANT WM O METER BOX UTILITY BOX IRRIGATION CONTROL VALVE REDUCED PRESSURE BACKFLOW DEVICE GUY WIRE TIEST BORING w w w flLOCKWALL M08 OR,6 MONUMENT x 55.0 SPOT ELEVATION ~ ~o-EXIST. CONTOURS -~ " l::XIST. UTILITY U CROSSING (PROFILE) lilUTTERFLY VALVE (PROFILE) 1-------------------------------------------------+--------------------------------------------------isLPB STORM DRAIN MANHOLE STREET LIGHT PULLBOX SQUARE • + CORROSION TEST STATION N ~ M VALVE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CITY OF NEWPORT BEACH AND TETRA TECH, ITS EMPLOYEES, OFFICERS, AND AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, Al\ff ~~~ o"J;f;AG□:M:.E~R l~~~uo:g kc~~J~~~ :~~HA1~~tt~6~fSoA:~~L~3sr~0fo l~~~uE::AiiE 1:~iiA~~~U~ON DEFINED IN GOVERMENT CODE 4216.1 (J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIQN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES. BASIS OF BEARING FIROM BC MON SAN JOAQUIN AND MARGUERITE (2168435.3840,66717575.7540) TAKEN AS N65'34'17"W TO A CHISELED X IN SIDEWALK (2168936.B759,6070473.4483) SURVEY CONTROL POINTS ARE AS FOLLOWS: HV3 -PK NAIL (2170545.1653, 6072372.1639) HV4 -MONUMENT IN WELL (2169298.2236, 6071972.2077) RECORD DRAWINGS ' These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for , errors or omissions which may have been incorporated into these plans as a result. SQ. ss T TV THK. TBA TC TS TSPB TYP. VERT. WM w ws WV W.W.M. STAINLESS STEEL TANGENT OR TELEPHONE OR THICKNESS TELEVISION THICK TO BE ABANDONED TOP OF CURB TIRAmc SIGNAL TIRAmc SIGNAL PULL BOX TYPICAL VERTICAL WATER METER WATER OR WIDTH OR WEST WATER SERVICE WATER VALVE WELDED WIRE MESH ' AIR AND VACUUM RELEASE VALVE BLOW OFF THRUST BLOCK ➔ ~~~'---SECTION CALLOUT @--DETAIL NUMBER Q9--sHEET NUMBER @ PROPOSED PIPELINE CURVE fl. ANGLE ~ ANGLE POINT (PLAN VIEW) GATE VALVE (PROFILE) EXISTING VALVE I G-2 ~ 0 t-------<:,J 0 N 1-------1"- o ----t--------1'" C-3037 0 .-----------,.---------------.,---,---r----,--'--------------,,---,..,.,,,=.,..,,-----'-,------r---------------'-------1. PLANS PREPARED BY APPRovrn ~ /) BIG CANYON RESERVOIR ~ !2:~~ 2::n~!:!: !u~~~ •~U!'TI<!~ Jl~lff~SSfi"'#,NlWJ~IEE~R~......._~-,__ _________________ __,! c;1:; J;~~;~~/2518 RC_._,,. 46214 GENERAL NOTES, ABBREVIATioNs i'l (949) 727-7097 FAX 1---~--1--+--------------1-----igDA;.!_TE:.;;;;;;;l~l t/;!'l.~'-~•;;:'1~=~1-----AN:....:..:.:D:......:SY:.:..;M:.:.:::B:..:O:..:L::...:L=E=-G~E.:...:N:.:D:_ ___ -lj / J REV DATE BY DESCRIPTION APP'D DESIGNED SE RAWN RJW CITY OF NEWPORT BEACH W-5293-S w ST~"'~RCE 39261 DATE REVISIONS CHECKED SOT DATE 1 0/03 PUBLIC WORKS DEPARTMENT t--SH-EET--2-0F_4_Q--I! 7 ,\ RCE 39261 DATE CONSTRUCTION NOTES (CONT.) @ 3• PVC DRAIN AND 4-1" PVC CHLORIDE SOLUTION LINES ENCASED IN SLURRY ANALVZER RETURN LINE TO TROUGH RECORD DRAWINGS These Record Drawings have been J>repared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. - --- --0 80 160 12/01 RECORD DRAWINGS APPROVED DISINFECTION SYSTEM RE-DESIGN 1. 2. 3. 4. 5. 6. 7. (i) EXISTING RESE:RVOIR PROPERTIES APPROXIMATt SLiRl'ACI: AREA AT HIGH WATE~ LEVEL IS 23 ACRES. HIGH WATER OPERATING LEVEL IS 302.4. LOW WATIER OPERATING LEVEL IS 270.0 RESERVOIR STORAGE CAPACITY IS 200 MILLION GALLONS. OUTLET ELEVATION IS 263.5. SIDE SLOPES ARE 3:1, CEMENT SLURRY EXISTING RESERVOIR BOTTOM IS 3" POROUS AC PAVING. CONSTRUCTION NOTES CONTRACTOR TO DEMOLISH EXISTING 6' HIGH CHAIN LINK FENCE AND FENCE POSTS PER . DETAIL 9 EXISTING CURB TO BE DEMOLISHED PER DETAIL 9 CONSTRUCT NEW FENCE PER DETAIL CD PROVIDE FOOTING FOR FENCE POSTS r.::D PER CITY OF NEWPORT BEACH STANDARD DWGS. 230-L-A, 230-L-B TOE OF RESERVOIR SLOPE. ELEVATION AT NORTH, EAST, AND SOUTH FACE IS 266.50 AT TOE. ELEVATION VARIES ACROSS BOTTOM FROM EAST TO WEST, FROM 266.50 TO 263.50. DEMOLISH EXISTING LABORATORY AND STORAGE STRUCTURE. TIHE EXISTING MONORAIL IN THE CHLORINE BUILDING SHALL ALSO BE COMPLETELY REM0V£D AND DEMOLISHED. RESERVOIR HIGH WATIER ELEVATION 302.44 PIPE DIFFUSER PER DETAIL EB CONSTRUCT PVC GRILL STRUCTURE FOR COVER PROTECTION PER SHEET 9. CONSTRUCT MIXER AND RAIL SYSTEM PER DETAIL@ CONSTRUCT PIPE TRENCH FOR SAMPLE LINE PROVIDE 1 FT. MIN. COVER. PIPING TO BE INSTALLED PRIOR TO C ENT SLURRY -,:E~N:.,:TI;:,;R:::E.,.:B::_;O;;,.:TT.:.:O~M;:,·--,.v-......_.,,,....._,,.'- GRIND EXISTING PAVEMENT 1 INCH DEEP, 4' EDGE GRIND AND CAP WITH 1 1 /2" A.C. PAVEMENT ALONG ENTIRE RESERVOIR AC ESS R @ CONSTRUCT NEW 4' -0" WIDTH WALK GATE PER CITY OF NEWPORT BEACH STANDARD DRAWING 1.30-L-B @ CONSTRUCT NEW 16'-6" DRIVE GATE PER CITY OF NEWPORT BEACH STANDARD DRAWING 230-L-B @ CONSTRUCT NEW ACCESS ROAD PER DRAWING C-2. @ EXISTING PINE TREES, PROTECT IN PLACE. EXISTING TREE TO BE RELOCATED BY CITY. ,~..._.t,_PV•C GRILL STRUCTURE PER DETAIL® SEE SHEET 18 FOR ANALVZER ENCLOSURE. @) CONCRETE ENCASED DUCT BANK FOR ELECTRICAL /\ CONDUITS, 1' WIDE x 1' DEEP. '-----' ~ CONTRACTOR TO INSTALL SMOOTH 1-1/2" CEMENT SLURRY CAP OVER ENTIRE RESERVOIR BOTTOM AND CONTINUING TO TOE OF RESERVOIR. SEE SPECIFICATIONS SECTION 302-5. EXISTING SPILLWAY OUTLET STRUCTURE. EXISTING MWD OVERFLOW VENT. REMOVE AND REPLACE 48" AND 54" BUTTERFLY VALVES ACTUATORS AND SHAFTS PER SPECS. SECTION 207-22 AND FIGURE VR-1 THROUGH VR-5 IN THE SPECIFICATIONS. PROVIDE FIBERGLASS GRATING THAT IS INSTALLED FLUSH WITH THE SURROUNDING CONCRETE AND 316 STAINLESS STEEL FASTENERS IN THE TROUGH OVER THE ENTIRE LENGTH OF THE TROUGH. NO PROTRUSIONS OF GRATING OR HARDWARE ATTACHMENTS SHALL BE PERMITTED. CHAFER STRIP SHALL NOT BE INSTALLED OVER THE FIBERGLASS GRATINGS. 316 STAINLESS STEEL BATTEN BARS SHALL BE INSTALLED AT THE ENDS OF THE CHAFER AND ANCHORED TO THE CONCRETE ON EACH SIDE OF THE TROUGH. CONSTRUCT SUBDRAIN AND TIE INTO EXISTING SUBDRAIN SYSTEM PER GEOLECHNICAL RECOMMENDATIONS. SPECS SECTION 02712 AND DETAIL DRAWING SD-1. CLARIFICATION FOR ANCHORAGE bF TI-IE CHAFER MATERIAL TO THE CONCRETE PIPE AND VALVE STEM TROUGH: THE SAME DETAIL FOR THE STAINLESS STEEL BATTEN BAA AND FLAT HE:AD ANCHORS AS ON DETAIL EB FOR THE CHAFER THAT IS ATTACHED AT THE TOE SHALL BE USED TO ANCHOR THE CHAFER TO THE CONCRETE TROUGH. ANCHOR SPACING SHALL BE AT 6-FT INTERVALS ALONG THE SLOPE. CONCRETE C-1 ..- ----'-----'o:1 0 FOOTINGS ARE NOT REQUIRED AND TIHE CONTRACTOR INSTALLS ANCHORS INTO THE EXISTING CONCRETE TROUGH. '"-------le> 0 0 N e----------1'-s 0 ' e----------10> 0 C-3037 BIG CANYON RESERVOIR 0 3 /22/04 REVISED PER ADDENDUM NO. 3 SITE PLAN 3 l-'=M~2~!_/0".':8~/0":'4l--+R.'..':EV:."..'.::IS::E:'.:'.D__.'.:_P~ER2-.:A~D'..::D'.::E.'..:'.N:'.D:'.U:'.'.'.M_N':'.:0~.:__::2 __ -l-_ __l,.;D:AT:.;E.=;;;;";;t;;1,.~#;;;!;;==;::::..l---------------.-------l:i ~ DRAWN RJW CITY OF NEWPORT BEACH 1--_w_-5_2_93_-_5 ___.~ DATE 10/03 PUBLIC WORKS DEPARTMENT SHEET 3 OF 40 ; REV DATE BY DESCRIPTION APP'D JESIGNED SE REVISIONS c-iECKED SOT 7 15' PAVED ACCESS ROAD 4• ASPHALT PAVEMENT 2% 6" AGGREGATE BASE ROAD SECTION A-A CONCRETE HEADER TYP. BOTH SIDES RECORD DRAWINGS These Record Drawings have been prepared based an infarmation submitted, In, part, by others. While this information is believed to be reliable, Teira Tech is not responsible for its accuracy, nor for errors or qmissions which may have been incorporated into these plans as a! result. PLAN SCALE: 1" = 30' • A B C ® ,I I\ CURVE DATA fl R L 19·55'20· 576.50' 200.45' 121'17'24" 47.50 100.55' 121'17'24" 45.00' 95.26' 121'17'24" 50.00' 105.84' / \ / \ \ \ \ I I / \ T 101.25' 84.45' 80.01' 8B.90' / / \ / \ ! ~ \ \ CONSTRUCTION NOTES NORTHING EASTING DESCRIPTION 2169457.24 6071772.96 BEGIN CONSTRUCTION 2169540.17 6071717.53 C.L. STA. 11 +00.00 2169632.0B 6071677.00 C.L STA. 12+00.45 E.C 2169726.27 6071644.94 C.L. STA 13+00.00 2169B20.94 6071612.72 C.L. STA 14+00.00 2169892.02 6071588.53 C.L. STA 14+ 75.03 B.C 2169907.32 6071633.50 C.L. RADIUS PT. 2169953.70 6071643.77 C.L STA. 15+ 75.58 E.C 2169932.01 6071741.66 JOIN EXIST. A.C. 2169897.75 6071642.04 RADIUS PT. (CURB RT.) 2169916.90 6071624.95 RADIUS PT. (CURB LT.) 2169879.5B 6071853.96 ANGLE PT 2169902.08 6071B43.34 JOIN EXIST. A.C. 2169673.84 6071B04.B9 JOIN EXIST. A.C. 2169497.96 6071752.19 CURB RETURN (RT.) 2169887.01 6071871.07 BEGIN ENCASEMENT 2169859.68 6071972.92 END ENCASEMENT ------0 30 60 C C-2 " ,----~----f N 0 f--------1:g 0 N 1--------1'- ~ f-------tg: C-3037 ,----:;;;;::---,------------------,---,---,----,----------------,---.-A,-,P"'P"'R"'Ol°"'E"'D ___ ..,... ___ _,,-----------------'--------lf ~ PLANS PREPARED BY BIG CANYON RESERVOIR ~ !2:~~ !;n~!:!: !u~~~ Irvine, California 92618 cs•si 727-7099 (949 727-7097 rAX STEVEN D. TEDESCO RCE 39261 DATE 0 Q. t---+--+----+---------------+----1 ~~~~~~~~=::::::= 1-------------------------1-t ACCESS ROAD PLAN 0 « u / I-L,~4.'..1.:2:..../.:.0+--I-R:..::E::C::.:O::.:R.::D::__:D:_::R.::.A.::.W:..::IN:_::G::S:_ ______ -I-----J.!::.~.;;;..J~;;±;;;;;;;;;;;;==+--------------.-------~J LlAll __ I( -i.4'-o"'3 m:SIGNEO DRAWN REV DATE BY DESCRIPTION APP"0 SE REVISIONS CHECKED SOT RJW CITY OF NEWPORT BEACH DATE 10/03 PUBLIC WORKS DEPARTMENT W-5293-S "' 0 1---------1:g SHEET 4 OF 40 --;; r . I i I , I I I -- - - - __j ' 0 - - -0 10 20 MATCH EXISTING EDGE OF PAVEMENT I I ~1 i I I I I i l ~ EXlr. I I I I FF=278.00 _J CJ EL 274.05 0 0 0 oo EXIST. 3• CHLORINE LINE I I VJ I I MATCH EXISTING EDGE OF PAVEMENT 275 / / EL 277.00 3• PVC DRAIN FROM ANALVZERS AT RESERVOIR ACCESS RD, CONCRETE SLURRY (2FT COVER AND 1FT SLURRY) COORDINATE DATA TABLE NORTHING EASTING DESCRIPTION 1 6071801 2169986 BEGIN DRAINAGE SWALE 2 6071813 2170031 ANGLE POINT DRAINAGE SWALE 3 6071819 2170035 ANGLE POINT DRAINAGE SWALE 4 6071866 2170023 END DRAINAGE SWALE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. /, -- l NOTES: -·~_..------ CONTRAC: "To-FIELD VERIFY ELEVATIONS. CONSTRUCTION NOTES: r---~~~r---~.--.--0 69'jSfRl:Je=F NEW Gi;J,t,RD Rili!LING 12GA., STEEL BEAM, /\ MM68, DEFI ILEI IEM BR Eel.h,L. STEEL 51 IALL BE I le=F ~ BIP BAL\'Af~IZ?EB II◄ AeeORIW◄CE Wl=fl I Cl"f'( er .....,..._,.....:.-~~_,.._,.....,,___,J GRIND EXISTING PAVEMENT 1" DEEP AND CAP WITH 1 1/2" A.C. PAVEMENT. SEE SHEET 4 FOR LIMITS OF PAVING. CONSTRUCT PIPE TRENCH FOR CHEMICAL FEED LINES. SEE SHEETS 1 3, 15 CONNECT NEW CHLORINE FEED LINE TO EXISTING CHLORINE LINE WITH 3" INCREASER. REMOVE EXISTING SEWER LINE CONSTRUCT NEW 4" PVC SEWER LINE. CONTRACTOR TO FIELD VERIFY ELEVATIONS. MAINTAIN 2% SLOPE. CONNECT TO EXISTING SEWER 3" FORCE MAIN DISCHARGE FROM ANAL Y2ER WASTE TO SEWER. SEE DRAWING M-3. ® PLACE 3/4-INCH CRUSHED ROCK CONSTRUCT CONCRETE CURB CllY OF NEWPORT BEACH STD. DWG. 182L lYPE B. FILL-IN AND TAPER CHANNEL TO PIPE INLET WITH GUNITE. @ REMOVE EXISTING ASPHALT PAVEMENT FOR CULVERT. CONSTRUCT PIPE BEDDING PER CllY OF NEWPORT 2411 I TOE OF SLOPE CULVERT PLAN SCLAE: 1" = 10' ~~ @ 3" ASPI litLT PER SPE61Fl0All9N5 SEG=R9~1 39:2 5. 15\ o 1 o 20 - -- -- I ·o ... u • ... - - -- - -0 10 20 C-3 7 "' N 0 - "' 0 n N " -C " m 0 l'"-----:::-=-,,.-:----,----~~6;,"~C;UR;;;B;..,;OVE;,;.;;;;R,,;N;.A;;.Jl;,,:V,:iE;;;:' :;;::;~:::::::;;a:::::::r_/~~::;::::::::::.:::.... _________ -r_-r;w51;"wi'n---:----,--------------.l...-----1r APPROVED ~ PLANS PREPARED BY BIG CANYON RESERVOIR ~ C-3037 ~;,~~ !;n~~'. !u~s~ & 1-------------------~,f lr,;ne, California 92618 5 12/04 RECORD DRAWINGS PIPING, PAVING ANO GRADING PLAN ~,, (949) 727~ 7099 / (949) 727-7o97 FAX 1' 5/3/04 DISINFECTION SYSTEM RE-DESIGN DATE II "' I-LL.1.___::,~e~'.'.l.---t'.~'.:...'.~~~'..:'...'_='.'.'___'_.:.'.:=__':'..'::'._~-+--i~S;;;;~~~g~=;;;;...-1---------------r------1~ APP'D DESIGNED SE DRAW~ RJW CITY OF NEWPORT BEACH w-5293-s 8 1---------lo C~ECKED SDT DATE 10 03 PUBLIC WORKS DEPARTMENT SHEET 5 OF 40 ~ DATE REY DATE BY DESCRIPTION REVISIONS I -- \ I A 0 PlANS PREPARED BY: J:~~ ~;nq~'. ~u~~~ Irvine, California 9261B (949l 727-7099 (949 727-7097 FAX STEVEN D. TEDESCO RCE 39261 DATE ffi 12/04 ffi 5/3/04 ,ffi 1/22/04 REV DATE BY RECORD DRAWINGS DISINFECTION SYSTEM RE-DESIGN REVISED PER ADDENDUM NO. 3 DESCRIPTION REVISIONS Af--lf--l~OVEC CONSTRUCTION NOTES CD 3'X3' Acctss fOO'cH l>E~ tJttAiL1--r---1 (!i TYP.) HINGES ON NORTH SIDE @ SUMP DISCHARGE PER DETAIL : @ 4'X4' ACCESS HATCH FOR MIXER REMOVAL PER DETAIL 1-----1( 4 7YP.) © ® ® SUMP PUMP PER DETAIL . ~ ffi CONNECT TO STORM DRAIN PER DETAIL@ PROVIDE 5 FOOT WIDE POLYPROPYLENE NON-SLIP TREAD WALKING SURFACES PER DETAIL.~ Qv @ ® ® iloOPi :IIR lfiitlf a 1118' &P:':81118 88 ~ fl IR81:JOl I81:if fl IE 88¥ER PERll~EfER PER Be,tdL:@ 3" PUMP DISCHARGE HOSE VACUUM-BREAKING VENT PER DETAIL EB PLACE OVER AND OVERFLOW STRUCTURE (1 7YP.) PROVIDE 316 STAINLESS SfEEL GRATING AT OUTLET OF OVERFLOW STRUCTURE AND ANCHOR TO CONCRETE. GRATING SHALL BE FLUSH WITH TOP OF CONCRETE. SPECIAL TROUGH FITTINGS PER DETAIL@ INCREASE HEIGHT OF EXISTING HIGH POINT WALL BY 1 FT MIN. TO PREVENT FLOW TO THE NORTH IN THE V-DITCH. @ COVER AND CHAFER STRIP SHALL BE FITTED AND ANCHORED AROUND MWD OUTLET STRUCTURE. @ FLOATING COVER PIPE PENETRATION PER DETAIL@ (8) EXTEND SAND TUBES ON SLOPE. PROVIDE SEAM PLEAT FOR COVER />S REQUIRED IN FIELD TO TAPER SLACK. GENERAL NOTES 1. DETAILS AND LOCATIONS SHOWN ON THESE PLANS AND OTHER PROPOSED FLOATING COVER DETAIL SHEETS ARE INTENDED TO ESTABLISH A LEVEL OF PERFORMANCE,· ESSENTIAL FEATURES AND A MINIMUM LEVEL OF QUALl7Y. ANY SUGGESTED ALTERNATIVES ARE TO BE BROUGHT TO THE OWNER'S ATTENTION AS KNOWN, BUT IN ANY EVENT PRIOR TO OR DURING THE SUBMITTAL PROCESS. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL FLOATING COVER APPURTENANCES INCLUDING BUT NOT LIMITED TO COVER DRAINAGE, HATCHES AND VENTS. 3. AIR VENTS HAVE BEEN INTEGRATED WITH THE ACCESS HATCHES. AFTER THE FLOATING COVER AND RESERVOIR ARE PLACED INTO SERVICE, IF ADDITIONAL VENTS ARE REQUIRED, CONTRACTOR SHALL INSTALL UP TO 5 VENTS PER DETAIL 7 ON SHEET B PER DIRECTION OF THE ENGINEER AND OWNER. 4. REFER TO SPECIFICATIONS -SPECIAL PROVISIONS, SECTION 213 FOR INFORMATION REGARDING FLOATING COVER DETAILS. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DATA FOR ALL FLOATING COVER MATERIALS AND EQUIPMENT. THESE SHALL INCLUDE BUT NOT BE LIMITED TO COVER PLAN, FASTENER SYSfEM, COVER PANEL LAYOUT. 6. ALL COVER MATERIAL SHALL BE 60 MIL REINFORCED POLYPROPYLENE, BLACK COLOR, NSF 61 APPROVED. THE CHAFER STRIP SHALL BE 45 MIL REINFORCED POLYPROPYLENE, NSF 61 APPROVED. 7. LOCATIONS OF 4' x 4' ACCESS HATCHES ARE SCHEMATIC. ACTUAL LOCATIONS WILL BE DETERMINED IN THE FIELD TO ENSURE REMOVAL AND REINSTALL OF THE MIXER EQUIPMENT. 8. COVER PLAN IS SHOWN WITH RESERVOIR EMP7Y. 9. EXISTING RESERVOIR GEOMETRY AND PLANS ARE AVAILABLE FROM THE Cl7Y OF NEWPORT BEACH, W-4996-5, NOV. 1957. SEE SHEET 2 OF REFERENCE DRAWINGS FOR PLOT PLAN. 10. 11. 12. 13. CONTRACTOR SHALL INSTALL 2'-2" OF SLACK ALONG EACH SIDE OF THE MIXER GRILLAGES, WHICH AMOUNT SHOULD BE SUFFICIENT TO GO OVER THESE GRILLAGES. AT THE TOP OF SLOPE THIS SLACK SHALL BE CUT OUT />S REQUIRED TO TERMINATE AT THE UPPER END OF THE GRILLAGES. CONTRACTOR SHALL INSTALL 2' -7" OF SLACK ALONG EACH SIDE OF THE INLET PIPING CONTINUOUS BETWEEN THE PERIPHERAL RCT ON THE EAST SIDE TO A LINE LEVEL WITH THE TOP OF THE OUTLET GRILLAGE, AT WHICH POINT THE SLACK SHOULD TAPER TO ZERO />S THE SAND TUBES PROGRESS UP SLOPE. THIS SLACK SHOULD BE SUFFICIENT TO GO OVER THE GRILLAGE AT THE EAST END OF THE INLET PIPING AND IS MORE THAN SUFFICIENT TO COVER THE OUTLET GRILLAGE AND THE INLET PIPING. 15 PROVIDE -&-REPAIR LOGS, 12" IN DIAMETER, 5'-10" LONG BENEATH THE FLOATING COVER. PLACE ONE LOG FOR EACH COMPARTMENT />S DEFINED BY RCT'S. PROVIDE 45 MIL SCRIM REINFORCED POLYPROPYLENE WATER ELEVATION MARKERS. MARKERS SHALL BE WHITE ON BLACK, WHITE SIDE UP AND FULLY BONDED TO THE. FLOATING COVER. NUMERIC CHARACTERS SHALL BE 8 INCHES WIDE BY 16" INCHES HIGH, EVERY 5 FOOT INTERVALS FROM ELEVATIONS 265, 270, 275, 280, 285, 290, 295, 300. PROVIDE TICK MARKS AT 1 FOOT INTERVALS. TICK MARKS SHALL BE 2" INCHES WIDE BY 12" INCHES LONG. C-4 0 60 120 C-3037 BIG CANYON RESERVOIR COVER PLAN DATE~Z. APP'D DI-.SIGNED SE RJW CITY OF NEWPORT BEACH CHECKED SOT DATE 10 03 PUBLIC WORKS DEPARTMENT SHEET 6 OF 40 7 "' N 0 -"' 0 0 N '- 0 cr, 0 o> • ~ C 0 o_ I L e > 0 u ' 0 ~ Q. ~ 0 0 -< u / "' "' 0 / <D 0 <D 0 / z 1,1 • ' ' ' ( SAWCUT EXISTING ASPHALT FOR NEW CURB SEE DETAIL 5 1---1-----. ,--7 I I -j 7,-.,--:-·, I I I I L ___________ J 4'-2" 6" f . EXISTING FENCE POSTS SPACED .. 1 o' -o· 0/C DEMOLISH CHAIN LINK FENCING AND POSTS GRIND EXISTING PAVEMENT 1 • DEEP AND RECAP WITH 1 1 /2" OF A.C. PAVING. ELEV=3D8.00 2% 3" A.C. PAVEMENT i----POCKETS 22" DEEP AT FENCE POSTS • 00 - • N N -~-------------'- DEMOLISH I EXISTING EXISTING CONCRETE CURB EB N.ls. SUMP FLOATS FLOATING COVER MEMBRANE .., ,.., -.. SECTION VIEW SHOWING SUMP FLOATS & WEIGHT FORMING SUMP WITH RESERVOIR FULL & · NO RAINWATER IN SUMP SECTION VIEW SHOWING SUMP FLOATS & WEIGHT • ..._,..,_,. WITH RESERVOIR FULL & SUMP FULL OF RAINWATER SAND FILLED POLYPROPYLENE TUBE SUMP FLOATS SEE DETAIL~ '1V FLOATING COVER MEMBRANE SAND FILLED TUBE DOUBLER STRIP PROVIDE DOUBLER STRIP AND BOND TO FLOATING COVER. DOUBLER SHALL NOT CROSS ANY TROUGHS. DOUBLER SHALL BE SAME AS CeYER MM"ERhlEL. --- PROVIDE CAP STRIP ACROSS FIELD SEAMS PER DETAIL 5 60-MIL UPP & ------------ liir"'il. FLOATING COVER MEMBRANE SEGMENTED WEIGHT PER DETAIL EB SECTION VIEW SHOWING INSTALLATION OF PERIPHERAL SUMP lYPICAL SECTION VIEWS OF RAINWATER SUMPS RAINWATER SUMP DETAIL N.T.S. EB 12 I r=- • st N 12· 36" 9• -o· MAX II FULLY SEAL ENDS OF TUBES __ ___..11 .... o __ ....,o 9 ffi 15" X 24" SUPPLEMENTAL LAY-LOOSE BALLAST ANGLE PER COVER PLAN' SAND FILLED TUBE 6"4f PERIMETER TROUGH PLAN 4" X 12" FLOAT (TYP) .,.,,.---SAND-FILLED TUBES '/#'f FLOAT AND SAND-FILLED TUBE $' NON-INTERERENCE ZONE BOUNDARY (TYP)---~ END OF FLOATS AND SAND-FILLED TUBES DETAIL • 'V ~ 1/2"& USE -4!! GAPS BETWEEN SAND TUBES ON SLOPES AT ROUNDED RESERVOIR CORNERS. USE o• GAPS BETWEEN SAND TUBES ON ALL OTHER AREAS. TROUGH AND FLOAT DETAIL ED N.T.S. POLYES11ER CORD -~ #· ~ ~'":, ... -1-. ~ -J,V'G ,p- ro'<.-';,<\~· ~~~~~ o&-"' PROVIDE WEIGHT TUBE STRAP UNLESS OTHERWISE SPECIFED (TYP.) SEAL TO COVER (BOTH SIDES) UNLESS OTHERWISE SPECIFIED 6" DIA. SAND TUBE UNLESS OTHERWISE SPECIFIED. USE 6-1 /2"4f AT INLET GRILLAGES. 6 2" MIN. SEAM LAY FLAT DETAIL SEE DETAIL@FOR SAND TUBE ATTACHMENT ...._,..._'Jr--STRAPS 2' O.C. ___,,,,_ DRAINAGE WEIGHTS ON FLAT - ON SLOPE 2 STRAPS PER WEIGHT /\ --...n... 6' L SAND TUBES ~ DRAINAGE WEIGHTS ' ON SLOPE -:2 S'FRAPS PER WEl811'f 3' L. SAND TUBES & ,,,-..,r ffi STRAPS O 3' O.C. (TYP.) SECTION DEFINED DRAINAGE WEIGHTS RAINWATER RUNOFF ENHANCEMENT WEIGHTS N.T.S. 4 3/B"x3" CONTiNUOUS BAR (STAINLESS STEEL DEBURR AND ROUND ALL EDGES -- 3/B"!f FLATHEAD STAINLESS STEEL 316 HILT! ANCHOR BOLT C U RSINK INTO BAR. ----- ANCHOR INT CONCRETE FOOTING O ~ p.C. ' I\ 20 ~ 3" EXISTING POROUS A.C. TOE OF SLOPE EL = 266.5D • • • • • • • ' . • ,• • • • CONCRETE FOOTING AT 25'-0" O.C. THROUGHOUT PERIMETER -----~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . ' • • • • •• • • • • • ,o"~ DETAIL B -CHAFER STRIP • . • • I ' • • • . • • • A PROVIDE 1" MAX CLEARANCE BETWEEN CURB AND FENCING----- ~ ' E WITH 3 NEW CHAIN LINK FENC STRANDS OF ANGLED BAR PER CITY OF NEWPORT STANDARD DRAWINGS 2 BED WIRE BEACH 30-L-A AND ~--- PROVIDE EXPANSION JOINTS 0 20' O.C. FOR CONCRETE CURB. 230-L-B _____,,,.--..,_ 24" 11·-o· -11'--~ 60 MIL. POLYPROPYLENE COVER DETAIL A • • • 00 • . . N A EW POSTS SPACED r 10·-o· o.c. 2% EXIST . A.C. PAVEMENT - ----- I • 1 I • I I • I I • • • I I I I I • a I "' • "' I'} • • CONC RETE ANCHOR CURB •• I I j LJ EXIST. AC LINER 45 MIL. POLYPROPYLENE CHAFER STRIP·--~ 60 MIL POLYPROPYLENE COVER---- 45 MIL CHAIFER STRIP NOTE: FOR CURB DIMENSIONS ®O AND REINFORCING SEE DETAIL 26 PROVIDE CONSTRUCTION OR WEAKENED PLANE JOINTS @ 20' o.c. 4" MIN. COVER SEAM • I • BEGIN NEW CURB AT 1 '-6" FROM OUTSIDE CURB FACE AS DEMOLISHED PER DETAILEB • • • 5 I') u 1/2" DIA SST THREADED STUD O 12" . ~ .. . -~ • . . .. ' A •• •• •• • • ... . .. ... O.C. WITH SST NUT AND WASHER. INSTALL IN ADHESIVE IN DRILLED OVERSIZE HOLE 3/16", x 2" S.S. BAR. SLOTTED HOLES (STRIKE AND DEBURR ALL EDGES AND CORNERS) ~3/8" POLYESTER ROPE TOP OF CONCRETE-~ z :::E ... WRAP COVER AROUND ROPE, - FOLD BACK UNDER BAR AND BOND TO ITSELF _J ... ., 1/4" X 2" FLAT CONTINUOUS EDPM GASKET, 35± DURO, TYPE A .. WRAP CHAFER STRIP AROUND ~ ~ . ' . -~ . ~ . . ROPE, FOLD BACK UNDER BAR, .......... ': ~. •. -•~· .. . . . . . , . . . AND BOND TO ITSELF I 9/1 s· I DIA. DETAIL A -COVER ATTACHMENT RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this. information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONCRETE CURB, COVER ATTACHMENT AND CHAFER STRIP ~~ACHMENT DETAIL ED 2" " SQUARE 4• ANTI-PEEL TABS FULLY BONDED TO FLOAT WRAP 21· /\ ~ TYP~ ---",.--------r! j AND FLOATING COVER ---+--(([)) %-=_,______.,+-----++- 0 0 oo o 0 00 0 0 0 O O 0 0 0 0 -+--HDPE TANK 18"4;1 I.D.x 28"H WITH LID RYAN HERCO OR APPROVED EQUAL LID NOT SHOWN FOR CLARITY 4" X 6" POSITIONING TAB TYP. (4) PLACES - "---!--DRILL 3/8" DIA. HOLES IN TANK BASE APPROX. 2" O.C . 5 42" B" * SQUARE X -4!' THICK MEM ENCASED ETHAIFOAM PUMP ELECTRICAL & CONTROL CABLES --SWING CHECK VALVE & 3" HOSE_/ 3/8" JI HOLES 2" (NOM) O.C. BOTTOM & SIDES ~__,, SUBMERSIBLE PUMP 9 7 /B"fix 26 7 /8" H GORMAN RUPP S3B65-E6 OR EQUAL~~ SEE DETAIL A -----1 3/4"4f BLACK DACRON (POLYSTER) WEBBING WITH STANDARD CAM BUCKLE CONT. DOUBLE STRIP--~ FLOATING COVERJ NOTE: PROVIDE 4•4;1 POLYETHYLENE RISER O 50' ± O.C. • I') (3) 5/16"4f HOLES 3/4" BLACK DACRON (POLYESTER) WEBBING W/STANDARD CAM BUCKLE FACTORY SEAMS SAND TUBE ATTACHMENT STRAP BON 3" BOND 3• 3" 6" DETAIL A \~ :l_:o.ooz. 70.00 /: \ I / 9• 1'-4" SECTION B OND FLOAT ASSEMBLY COVER HOPE TANK PAIRED FLOAT (WHERE OCCURS) 25 LBS. OF SS BALLAST OR PLACED AND SEALED PVC PIPES. MAY BE ORIENTED AS REQUIRED . 3-5/16"4f HOLES AT BOTTOM OF CORRUGATION O ± 1 1 /2" O.C . (EVERY OTHER CORRUGATION)/\ (HOLES OMITTED ON SLOPE) ~ 4 "JI PERFORRATED/CORRUGATI N FLEXABLE POLYETHYLENE DRAIN PIPE SAND FILLED TUBE (SEE PLAN) SANO TUBE ATTACHMENT STRAPS OBLONG BRASS GROMMET 4"4f PERFORATED/CORRUGATED FLEXIBLE POLYETHYENE DRAIN PIPE SAND FILLED TUBE (SEE PLAN) 3" BOND C-5 FLOAT AND SUMP ASSEMBLY DETAIL CD N.T.S. C-3037 "' <:'! 0 ~ "' 0 0 N '- 0 '-°' 0 t----------------------------------------------,---------------------r-....L..-------,,---------------.---.---.---.--------4----....,....-.....-AP=P---RD ... Vc-ll--.....-----..-------------__.------lr PLANS PREPARED BY: BIG CANYON RESERVOIR !2:~~ !;"~~: !u~~~ ! Irvine, California 92618 RECORD DRAWINGS MISCELLANEOUS DC'TAIL5 ° (949) 727-7099 ~•rv cl (949) 727-7097 FAX ............. f---f----1f---------------+-----l ~ ~/✓ l-bg_~2~/2~2/~0l----i~R~EV~IS~E~D__'__'PE~R:_'_"AD=D~E~ND~U~M"_"N~0 • .___._1_-----+_---l~M~T~E=;;;;t;~~~==-I------------.--------I~ Aw-REV DATE BY DESCRIPTION APP'D DESIGNED SE RJW ciTv oF NEwPoRr BEACH W-5293-s ~ ~. TE~~sco RCE 39261 DATE REVISIONS CHECKED SOT DATE 1 D/D3 PUBLIC WORKS DEPARTMENT SHEET 7 OF 40 ~ 7 I I C) 90' V-GROOVE WHEEL MAT'L: 316SS W/ DELRIN BRGS. (lYP. 4) MIXER MAST 4" SQ. TUBE 316SS NOTES NOT USED N.T.S. 0 30" • • • • EB MIXER CART 316SS FLYGT 4650 MIXER PROVIDE LOCK FOR BREAK. V-GROOVE TRACK. PROVIDE RAIL ANCHOR TO SLOPE PER MANUFACTURER'S RECOMMENDATIONS. 1. TOTAL MIXER CART ASSEMBLY IS APPROX. 550 LBS. 2. MIXER MAST RESIDES ON BASE PLATE WHICH SHALL ROTATE THE ASSEMBLY +/-90" 0 30" INTERVALS MIXER RAIL ASSEMBLY N.T.S. DETAIL EB 3" DIA PUMP DISCHARGE HOSE • EXISTING CONC. CURB PLAN 3" DIA. SST PIPE /\ 3" DIA. SST 45' ELBOW SST QUICK DISCONNECT HOSE COUPLING 4" PVC 90' ELBOW~ • a· s~ PIPE SDIKREB 8¥ER .+• VEfffleAt::: PIPE SST SINGLE BOLT ----~::::::-,~~~a,t~~ CLAMPS r., 3" DIA. PUMP-----.. DISCHARGE HOSE '+-c,L--------=7'---- SUMP DISCHARGE CURB PERFORATED CAP 3/B" f Pl::RFORATED HOLES 1" O.C., Vj:RTICALLY, 3/4" O.C., CIRCUMFERANCE CONTINUOlJS ~ 1 1/2" PVC SCHEDULE 80 CEMENT SLURRY BACKFILL-----, • • .. -.. . .! . . • N.T.S. 0 00 0 00 0 00 0 00 0 00 0 • 00 DO ~ 0 00 0 0 0 00 0 00 0 00 0 • • • ANCHORAGE ffi I U) I 'iri ~-3" SQ. 316 SS TUBING W/ 1" BANDS 2'-B" (H) CONC. FOOTING PER DETAIL CD TYP. Q:D • • 90' ELBOW PIPE DIFFUSER DETAIL N.T.S. ED . z 2 .., 4" X 1B" X 1/B" THK 5052 ALUM PLATE FOR "V" NOTCH -~ • 0 I r,i 2'-0" 9'-0"* 3' SQ CLEAR OPENING (NOM) {FAB HATCH 3'-0½" SQ INSIDE CLEAR OPENING) BREAK ACCESS·HATCH LID TOP AS SHOWN FOR STRENGTH ACCESS HATCH FOR 3'-0" SQ CLEAR OPENING* i...---1/2" DIA ALUMINUM ACCESS HATCH HANDLE NOTE: ACCESS HATCH IS TO BE MADE ENTIRELY OF 5052 ALUMINUM 1 /8" THICK 5052 ALUMINUM ACCESS HATCH CURB 1/4" DIA ST STL ALL THO ROD. 10" LONG WITH st STL FLAi WASHER AND NUT. (10 3/4" O.C.) F1ELD CUT RODS AFTER INSTALLATION ISOLATION WASHERS 1YP ALL BOLTS 1/8" X 2" BUTYL SEALANT TAPE COVER MATERIAL BONDED TO FLOAT ENCASEMENT 2.2fl ETHAFOAM PLANKS • CROSS-LAMINATED WITH * ,, A,,, ---'•"A" CONTACT ADHESIVE & ENCASED IN FLOAT ENCASEMENT MEMBRANE • 0 I r-- b I "' 2" TYP. ½" 1 ½" 2" TYP 3" "V" NOTCH FOR COVER VENTING --,- -- 4" BASE FLANGE '-'-LOCKING LUG ·STUD BELOW NOT SHOWN FOR CLARITY ..__._ EOG E OF ACCESS HATCH BASE & LOWER CLAMP PLATE BELOW BOLTED FLAT BAR HINGES PLAN VIEW 2.2# ETHAFOAM FLOATS (SEE DETAIL "A") f N.T.S. 2"x 4 1 /2" TALL TUBE VENT WITH ST STL 1 Ox 1 Ox 0.025 MESH ATTACHED WITH ST STL CLAMP. LOCATE 6" IN FROM BACK OF LID HATCH COVER 1/4" THICK 316 S.S. BAR FOR HINGES (TYP) q:::=-'"--3/B"x 1" ALL THO 316 ST STL HEX BOLT, INSULATING HATCH COVER FOR 3' -0" ~ SQ CLEAR OPENING ~ ,:::?".~ \ MAKE AIR VENT • • ~ SHORT ENOUGH TO 1/" \ AVOID HITTING COVER ,/,?' WHEN OPENED-~ ~ ,-~ 4" I AS REeUIREB Alm REPL.AeE FGAM • BL8Gl~S (l:JSE G01fFAG'F ADI IESM: "F0 I I0LB IN PLASE blPHIL R:QAJ-5 ARE mn• PPED' ___ _,_~ UN\ J 2" EDPM GASKET BETWEEN FRAME AND COVER ~ ../ LOWER CLAMP FRAME. 3/16" X 1 1 /2" X 3'-8 1/2" O.A. SQ 304 ST STL FLAT BAR FRAME (DRILL HOLE IN LOWER CLAMP PLATE AND PLUG WELD ROD TO PLATE) 1YP DETAIL "A" N.T.S. HATCH COVER LK LOCKING LUG AND HANDLE DETAIL N.T.S. 1/8 1 1/4" WIDE X 3/16" THK LOCKING LUG WITH 3/8" DIA HOLE (DRILL HOLE AFTER HATCH ASSEMBLY) 1/2" DIA ACCESS HATCH COVER HANDLE HINGE DETAIL WASHER AND NUT. TACK WELD NUT TO BOLT. 4" 3" "V" NOTCH FOR COVER VENTING 36" SQ CLEAR OPENING (MIN.) -\_SEE DETAIL "A" ~&tKrHA,,FOA~M---...,,......._/-..,,---r...._-.., ,,-------- I N '-~ .... I -~ • N.T.S. NOTE: * FOR 4'-0" SQ. ACCESS HATCH, USE FLOAT DIMENSIONS OF 8'-D" AND 10'-0" 3'-6" 6" 1YP i--------------i~ 4 0 I I I 0 1" RAD TYP "' "A" -0 I <'I ~I 1" TYP 0 0 __f I I l PLAN VIEW N.T.S. (D COVER VENT BASE PLATE. DRILL (4) 3/8" DIA HOLES ® 2" CHAMFER ON FOAM CORNERS (TYP) @ V-GROOVE IN FOAM FLOAT. SEAL GROOVE WITH COVER MEMBRANE. © 2" DIA ALUM PIPE W/ TEE TOP @ 316 ST STL HOSE CLAMP © CUT BOLTS FLUSH WITH TOP OF NUT {z) 60 MIL X 14" SQ CHAFER STRIP @ 10x 10x 0.025" MESH ST STL SCREEN TYP (2) PLACES ® 316 ST STL HOSE CLAMP TYP @) 2" DIA ALUM PIPE W/ TEE TOP. WELD PIPE TO 12" SQ BASE PLATE 6061-T6 ALUM SECTION "A" WHc,,L SHOWN ON ELECTRICAL DRAWINGS, HINGES ON NORTH SIDE OF HATCH. DRILL HOLE (SIZE AS REQUIRIED) FOR 4' X 4' HATCHES -HINGES ON ELECTRICAL CABLES W/RUBBER GROMMET DOWNSLOPE SIDE. ~ N.T.S. IN SIDE OF HATCH FRAME ~ ACCESS HATCH • "' • DO N.T.S. DETAIL 9 B 19 CB 10 1 1/2 ~~ 7 18 1 SECTION "A" N,T.S. @ SIKAFLEX 1A POLYURETHANE SEALANT (LIMESTONE COLOR) @ 1/8" X 2" NEOPRENE RUBBER CUSHION STRIP. 40 DUROMETER @ 20" SQ X 2" DIA X 3" PIPE BOOT SAME MATERIAL AS COVER HEAT BOND BOOT TO COVER @ COVER VENT BASE PLATE 12" SQ X 3/16" THK 6063-T56 ALUM PL @ EXTRUDE WELD POLYPROPYLENE . @ PUNCH 1/2" HOLES, 1" FROM EACH CORNER IN BOTTOM OF FLOAT (TYP 4 PLACES) @ 3" DIA 316 WASHER. 11 GAUGE @ 1/4" DIA X 316 ST STL BOLT WITH 2" THREAD @) 2'-9" X a• X 3'-6" 2.2# ETHAFOAM FLOAT ENCAPSULATED WITH SAME MATERIAL AS COVER COLOR TO MATCH BOTTOM SIDE OF COVER. COVER VENT DETAIL 15 0 16 @ COVER MATERIAL NOTE: 1. ALL METAL EDGES TO HAVE 1/8" RADIUSED CORNERS AND BREAK ALL EDGES . 2. SEE GENERAL NOTE 3 ON SHEET C-4 FOR PLACEMENT OF COVER VENTS. C-6 CB C-3037 ,0 N 0 ~ ,0 0 0 N '-- 0 '-0, 0 1-------------------------------------''---------------------------------------'---------r------------------,----,---,--------------r----r:==~---:-----,--------------------t? PLANS PREPARED BY, APPROVED BIG CANYON RESERVOIR ~ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed ta be reliable, Tetra, Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. J;,~~ 2::n~!:!: !u~~~ l--+--+--+-------------t----1 ~~~~1/)~::::-:__ 1----------------------11 Irvine, California 92618 MISCELLANEOUS DETAILS !al ~=-~ (949) 727-7097 Fl'X ,o ~~_j!1~2~04!1-_-J-!'R~E~CO~R:!!D~D~RA~W!!!IN~G~S~------+--...J;~;;;;;;,,;;::c:;/;=~~==~------------r--------15 APP'D DESIGNED SE DRAWN RJW CITY OF NEWPORT BEACH w-5293-s g -------10 PUBLIC WORKS DEPARTMENT SHEET 8 OF 40 °i STEVEN D. TEDESCO~RCE 39261 DATE REV DATE BY DESCRIPTION REVISIONS Cl-!f"CKI.JJ SDT DATE 10/03 -7 • j s:::. V'\ FLOW TO RESERVOIR ON THREE SIDES 5' lYP. . 1 1 -+--11-----+----+--1 5' lYP. in EL. ,,, 263.50 EXIST. INLET STRUCTURE EXIST. PIPE SUPPORTS 378'± EXIST. 48"fl RCP EXIST. 3" A.C. (POROUS) \ CONSTRUCT 316 SS LADDER ANCHORED TO GRILLAGE AND VALVE VAULT FLOOR 3' X 3' OPENING IN GRATING ---~ ATTACH TO TOP OF CONCRETE BOX (lYP. 4 PLACES) TOE OF SLOPE ..--"~-P,--------------, I \ 14'• (* FIELD VERIFY) PLAN "' EXIST. PIPE TRENCH ACCESS HATCH PEREB "--EXIST. OUlLET GRATE 4" X 8" BASE PLATE (lYP.) NOTES "' • "' I -:.i- SS PLATE U°'I._ PER DETAIL~ G) TWO INCH 316 S.S. PIPING ® END POST ELEVATION 1'-9" lYP. • IIJ & 4" PERF. PIPE 6" ~-SAND TUBE lYP. EA. SIDE 0 0 0 0 0 0 0 0 3" SS BATTEN BAR 0 0 0 0 4" X 8" BASE PLATE FOR GRILL STRUCTURE D 0 0 BASE PLATE FOR GRILL STRUCTURE ED 12'-3" EXIST. PIPE SUPPORTS N.T.S. " 18'-6" COVER (MATERIAL LENGTH = 37' -6") 81 b~MFER DEIS'RIIO 88N8REfE 8l,IPP8RT6 1'8 8BT,1if" 81.1881'1 t RBUUBEB 88RUER. AVBIB DEP851H9 REBI.R THE TO EDGES OF THE PIPE SU PORTS SHALL BE SMOOTH D OUT TO ELIMINAT ANY SHARP ANGLES. AVOID EXPOSING REBAR. 1/2" ffi 1 '-9" TYP. 4" X 12" FLOAT lYP. EA. SIDE---= GRILL STRUCTURE OVER INLET PIPING 1 COVER SECTION OVER PIPE SUPPORTS 2 • 0 I -,,, • 1'-9" ? TYP. I'} . ,, ~•• SAND TUBE TYP. EA. SIDE 12'-3" 1·-0· 4'-o" .. 4 . 4. ., ... ., L1 • ., 4 ., 4 10·-o· 4'-0" EXIST. 48"• RCP " 4 • SUPPORT ANCHOR, SEE DETAILU°'I._ TYP. Qy ., .. GRILL STRUCTURE OVER INLET PIPING 1ll = 2' SCALE: 1" = 5' 18'-6" lYP. 1·-0· ,, .. COVER (MATERIAL LENGTH = 37' -6") EXIST. INLET STRUCTURE 2" 316 SS PIPING (TYP.) ffi EXIST. CONC. PAD 3 4" X 12" FLOAT 1YP. EA. SIDE 1/2"fl SS SCH 40 PIPE 11 GA SS LID 2" TYP 2"x1"x.120" 316 S.S. TUBING ----------------------- SLOT BELOW TYP 2 PLACES 1· 1YP -----------------------(lYP 2) 2"x1 "x.120" 316 S.S. TUBING NOTE: MODIFY ACCESS HATCH TO RECEIVE VACUUM BREAKING VENT BY ELIMINATING THE HINGES FOR THE THE LID AND DRILLING A 7 /16" LOCKING HOLE ON THAT SAME SIDE, OPPOSITE THE LOCKING HOLE ON THE OPPOSITE SIDE. PLAN • --LI.I "" < ::::, 0 (/) • 1/) I . • I'} -- 5• LID HANDLE • 0 I . -~ • ·'° 1" = 2' CD • 1-1/2"x3/16" SS FLATBAR ( 1 OF 8) -------. 1 0"x.025 SS MESH ALL AROUND. TACK WELD TO FRAME----, 16 GASS HOOD 2x 2x 0.080 SS WIRE CLOTH TACK WELD TO FRAME---.____ • - I'} • ---- • N - 7 /1 B"lll HOLE IN FRAME / & 7 /16"x9/16" VERTICAL SLOT IN LID FOR LOCKING LUG-~ 2"x1 "x.120 316 S.S. TUBING R13'-6"± SECTION A VACUUM 5• 1-1/2"x3/16" SS FLATBAR (1 OF 8) RING 16 GA S.S. LID 16 GA S.S. LID 2"x1/4" FOAM GASKET BONDED TO LID ALUMINUM ACCESS HATCH FRAME PEREB C-7 ~ ~-~~--;o t-------;8 0 "' t-------;'- 0 '-t-------;g: 1-----------------------------------------------------------------.L.---r--------r----------------,.-----,--,--------------.---...==,,..-------,----------------ll.----~g" PLANS PREPARED BY: APPROVED BIG CANYON RESERVOIR ;;l C-3037 RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech ia not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a nlsult. '--~ ll. l ,;; "' ,..__ - 05 V \ \. F CA !2:~~ 2::n~!:!: s',~~~ _.,....+--+---+-R_Ec_o_R_D_D_R.a:_W_IN_G_s ______ +------i __:.;,~~'fL.l?.~c=----t---------------------;l (;~c::) ;;~~;~:/2618 3 5/J/04 DISINFECTION SYSTEM RE-DESIGN GRILL STRUCTURE 3 (949) 727-7097 FAX 4 / ~ ~ µ,;,,,2q/'-".0'.:'.!8/~0:'1--+R:_EV:_::IS:'..'.E::.:::D~PE'.::.R.:__:_:A:::_:DD:'..'.E::_:N:.:::D.:::_U:::_M__:N_::0:.:_·__:2:__-t---_tDA~T~f :'::·,;l~Lt,_;;;;.Z~_ ~~ •~:==+-------------,,-------18 ;:1' 4 _ REY DATE BY DESCRIPTION APp'D DESIGNED SE DRAWN RJW CITY OF NEWPORT BEACH W-5293-S :g fl~-CHECKED DATE t--------, ~ &ftvEN. TEDESCO RCE 39261 ---=D-:-:AT=-E REVISIONS SOT 1 o 03 PUBLIC WORKS DEPARTMENT SHEET 9 OF 40 ; ( • 0 I II) • • 0 0 I I ;.. ;.. - • 0 I in • 0 I in EL. 263.5 3'-6" EXIST. 3" AC. (POROUS) . 5'-0" 4'-0" 5'-0" COVER FLOATING 2------------_r--i_ ____ ~~~//"===~-----------_c-}~-L---L __ _ D D s•ffi 4" X 12" FLOAT 1 ~ ~-SAND TUBE, TYP. '6 TYP. EA. SIDE--,_____ I -'° COVER -/ RESERVOIR / EMPTY / I 1 SECTIOiN A SEE DETAIL® RUBBER STOP BLOCK 3'-8" COVER 4 3'-0"± I PLAN EL. 302.0 • TOW EYELET RATED FOR 850 LBS. ELEVATION SET MIXER & RAIL CART 3/8" = 1'-o" 5'-o· TYP. 3:1 SLOPE 1 ----' TYP. 316 ss@ V-NOTCH RAIL THE CONTRACTOR ':f MODI THE LAYOUT BY ADJUSTING THE LOCATION OF THE SAND TUBE, DOUBLER, AND BOll-l FLOATS TO BE ON THE FLAT PORTION OF RESERVOIR EMBANKMENT. CONTRACTOR SHALL PROVIDE ALL MODIFICATIONS TO THE ENGINEER FOR REVIEW DURING SHOP DRAWING SUBMITTALS. x--x x--x AC 4'~ACCESS HATCH NO FLOATS ______ ----,;:-4'X4' ACCESS HATCH NOTES: THE CHAFER STRIP CAN BE TERMINATED ON BOTH SIDES OF THE MIXER GRILL STRUCTURE AND ANCHORED TO THE 10 INCH FOOTINGS THAT SUPPORT THE GRILL POSTS. 316 STAINLESS STEEL BATTEN BARS ARE REQUIRED ALONG EACH SIDE OF THE CHAFER BETWEEN FOOTINGS AT THE GRILLAGES. EL. 305 G) SET MIXER AND RAIL CART @ 2' -6" 31 6 SS GROOVE RAIL ~--SEE DETAILS~&~ TYP. @ V @ CHEMICAL SOLUTION LINE 1 1 /2" PVC SCH 80. @ 2" 316 S.S. PIPING @ END POST ® ATTACH RAIL SYSTEM TO SLOPE WITH STAINLESS STEEL 6 ANCHORS PER MANUFACTURERS RECOMMENDATIONS . 0 ® ® 3"SQ. S.S. c-s HIGH TUBING WITH BANDS. SEE DETAIL 5 . 8 4" WIDE BY 2'-6" LONG BY 4" HIGH CONCRETE STOP. EMBEDDED IN SLOPE WITH STAINLESS STEEL ANCHOR BOLTS (7" EMBED.) CROSS BRACING SHALL BE INSTALLED ON TOP AND SIDES AT 20 FOOT INTERVALS. SEE DETAIL® 2" 316 S.S. PIPE CROSS 2"tl 316 S.S. PIPE SCH. 80 3/16 2-½"111 316 S.S. BOLTS INTO CONCRETE FOOTING ½" 316 S.S. PLATE 9" ANCHOR PLATE CB BRACE NTS FOR NO FITTING ffi STRAP WELDED TO SST GRIUAGE x• Blf\, 316 5S BOLT &\GI I EUB. PR8VIDE PLJ&Fle 81:JP A'f EA8I I EHB OF BOLT. PVC 3M3M J4 FRP AHOLE 8R ¼" X 1 ½" SS STRAP. ROUND ALL CORNERS OF SS STRAPS.-Gtl'F- ct•Bs BF FRP N40LES SI IM:L BE e~l'EB '#l'ft I RESU◄• & NTS GRILL 0 C-8 "1 <:1 □ - "1 D D N " D " 0, □ 1-------------------------------------------------------------------------,r---------,---------------,---,----,--.....,.------...... -------,--..,..,,.==---r----,--------------...... --------4~ PLANS PREPARED BY, APPROVED BIG CANYON RESERVOIR ~ C-3037 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. !2~~~ !;n~~: ~u~~~ IJTI [C ER t--------------------,1 Irvine, Collfornlo 92618 12/04 RECORD DRAWINGS R • O. 460'14 GRILL STRUCTURE 0 ~1~ j (949 727-7097 FAX ~ ~~2~!..'_/0:".'81__':_/0'.'.14f--~R~E:._:V.:_:IS'..:E:.:'.D_..'...:PE:'.R::_:A:::DD'.:::E:'.N::'.:D'..::U'.:M'.....'..:N_:::0:.__ • .::_2 __ +-----1-:D:!_AT~E=~~~====-~------------~-----~"' /' ~A REV DATE . BY DESCRIPTION APP'D DESIGNED SE DRAWN RJW CITY OF NEWPORT BEACH W-5293-S i STEVEN D. TEDtsco RCE 39261 DATE REVISIONS CHECKED SOT DATE 10/03 PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 40 -;; 7 " ' I ! 3/16 3/4"t> HOLES (lYP.) -~ 6"t, 316 S.S. FLANGE 150# STANDARD FLANGE --~ 6f NOTES: (TYPICAL FOR DETAILS 1 THRU 5) 2"f 316 S.S. PIPE (lYP.) 1. ALL PIPING BOLTS, WASHERS AND HARDWARE TO BE 316 STAINLESS STEEL SECT. • ~ • • FLANGE DETAIL • • • 3" = 1'-0" 2" 316 S.S. PIPE & FITTINGS, lYP. 1'-9" • • • • 0 •• SAMPLE PUMP 6" • EB NEW CONC. SLAB • 0 I - 3-f/4 REI RCEMENT BARS E.W. 0 ID-DEPTH q EB & • I') • N 4" PERF. PIPE <J Ll Ll <J 10·• 2"f 316 S.S. PIPE GROUT OR DRY PACK. (lYP.) "'-----SIM. -USE DOUBLE NUTS, WASHERS, ½ .,, ·x 1 o· LONG HILT! ANCHOR BOLTS, 3 INCH MIN. EMBEDMENT CONCRETE FOOTING CONCRETE FOOTING DETAIL 2 1'-9" lYP. ~ I (0 1 1/2"' = 1·-0"' • 0 I ;,, 12'-3" 4'-3" ""---4" X 12" FLOAT ' lYP. EA. SIDE 10·-o· EXIST. PIPE SUPPORTS EXIST. 48"• RCP ~ .,,. _,:j ANCHOR PER DETAIL EB FOR NON-STANDARD FITTINGS ONLY 1 1 /2"V> 316 S.S. PIPE 3/16 3/16 2"ill 316 S.S. PIPE 6" 6" FIELD SPLICE DETAIL 3" = 1'-0" 18'-6" 1 O' -6" -------------------- 2· 316 ss COVER -(MATERIAL LENGTH = 37-6') 5 CB FASTEN ANCHOR PLATE 4" PERF. 1'-9" TO GRATING (lYP.) I 0 TOE OF SLOPE I "' EXIST. 3" A.C. + 1 1 /2" NEW CEMENT SLURRY PIPE lYP. 6" -&-Will SAND TUBE lYP. EA. SIDE& GRILL STRUCTURE OVER INLET PIPING 6 N.T.S. ~ EDGE/CHAFER FASTEN CHAFER TO PIPE FLANGE BELOW WASHER & NUT THROUGH PRE-PUNCHED HOLES IN CHAFER. CHAFER NOTE: FOR DETAILS NOT SHOWN, SEE EB CHAFER ANCHOR DETAIL ED 1' MIN. OVER r-----~ 7','<'7777"'.,.,.,.,'?77' ' , ' ~ ~ 4" PVC PIPE FROM RAIN WATER SUMP PUMPS STORM 3" = 1 '-0" CORE DRILL THROUGH CHANNEL WALL EXIST. CONC. . DRAINAGE DITCH DRAIN N.T~ONNECTION 69 ELEV. 307± (VARIES) ELEV. 304:1:: (VARIES) C-9 ~ .--~---to "' r----------tg N --... i--------, 0 ;;;. i--------to 1--------------------------------__.---------------------------------,---------,,----------------r---,----,----,------..._------.--...... AP""P"'Ro""'vE""D-------------------------------1 f PLANS PREPARED BY: BIG CANYON RESERVOIR ~ C-3037 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, 1!1, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. !2:~~~ ~~n~~'. ~u~~; !,--+--+--+------------f-----1°7'~~~~~=----1--------------------11 [~t9"i i~~'.'.';~;~9 92618 GRILL STRUCTURE DETAILS 15 (949) 727-7097 FAX ,;; RECORD DRAWINGS DATE ti l-+ o "' ~~~~~~--~~~ £ =~ REV DATE BY DESCRIPTION APP'D ::::;:: SE ::~;N RJW CITY OF NEWPORT BEACH W-5293-S ~ • ~ TEO ESCO RCE 39261 DATE~ REVISIONS SDT 10/03 PUBLIC WORKS DEPARTMENT SHEET 11 OF 40 --: g j r (/' • 1 /2"11 SOLID BRASS GROMMET, STIMPSON CO. INC., OR EQUAL 45 MIL RPP SHOPS SEAMS (TYP) 3• g• BOTTOM SAND TUBE ATTACHMENT STRAP (BONDED TO COVER) 1 /2"e SOLID BRASS GROMMET, STIMPSON CO. INC., OR • EQUAL--~ 45 MIL RPP ----..._ • I') 3• 9" SLOPE SAND TUBE ATTACHMENT STRAP SHOPS SEAMS (lYP) (BONDED TO COVER /\ D.::,. .,,,,..-----....... , NOTE: //SEAM "'- I \ I \ I \ AS A CLARIFICATION FOR DETAIL 6/7 AND DETAIL 1/12, OBLONG BRASS GROMMETS WITH DACRON WEBBING SHALL BE USED IN LIEU OF THE ROUND GROMMETS. I \ I I I I \ I \ . STRAP FABRICATION I \\ WITH SEAM 1 1 ' / " / ' 1 /2"11 SOLID BRASS GROMMET, STIMPSON CO. INC., OR EQUAL 45 MIL RPP ---..__ • "'+--":---""---- ---6" SLOPE SAND TUBE ATTACHMENT STRAP (BONDED TO SAND TUBE) SAND TUBE ATTACHMENT STRAP NTS EB SHOPS SEAMS (TYP) 12· -o· 6'-o" - - 'b I I') ( '>'--------11-t ~ a: ..., • ~ ·f' ~c PLAN VIEW ~ END VIEW NOTES: 60 MIL REINF POLYPROPYLENE\ SIDE VIEW 1 . FITTING IS SHOWN UPSIDE DOWN FOR CLARITY. 2. BUILDING FITTING ON A FORM WITH A 6" PVC HALF-PIPE ON TOP. I IO ~ z w w VI 3. BACK SEAM ALL SEAMS. NO LOOSE EDGES ARE PERMITTED ON EITHER SIDE. 4. ALL SEAMS SHALL BE WATERTIGHT. UNREINFORCED PATCH AND CAP MATERIAL MAY BE USED, BUT ONLY OVER REINFORCED MATERIAL 5. USE HEIGHT = 14 7 /16" FOR END FITTINGS FOR MIXERS TROUGHS. USE HEIGHT 16 11 /16" FOR RESERVOIR INLET PIPE TROUGHS. SHOP FABRICATED TROUGH FITTING NTS EB L -FLOAT LENGTH, OUT-TO-OUT W -FLOAT WIDTH SECJIQN VIEW & T -FLOAT THICKNESS S -SEAM WIDTIH - - - - -HIDDEN LINE -- -FOLD LINE VACUUM FORMED FLOATS USED Cl!JT HERE LAYOUT OIF FLOAT WRAP LYING FLAT s L FLOATING COVER SIDE VIEW OF WRAPPED FLOAT s w s ---ii 11----------1 I----SEE NOTE 1 SEE NOTE 2 TRIM OFF EXCESS- NOTES; --' VI I-' ~ , / ~ I / / SEE NOTE 2 ,,-SEE NOTE 1 1. APPLY 2" DIA UNREINFORCED MEMBRANE TO CLOSE LEAK PATH ON EACH SIDE. 2. TUCK FOLD UNDER AND BOND INSIDE OF FOLD. PLAN VIEW OF WRAPRED FLOAT FLOAT WRAP DETAILS NTS END VIEW OF WRAPPED FLOAT EB FLOATING COVER ~ JOINT COVER STRIP TO BE SCRIM FULLY BOND TOP EDGE SAME MATERIAL AS FLOATING COVER 5" MIN JOINT COVER STRIP FULLY BONDED SEAL CUT EDGES,-- SEE EB FULLY BOND TOP EDGE ---FLOATING COVER _._1 "----"'M""AX"-l---i------+-~2•="'M"=IN'='"'SCRIM TO_ SCRIM BONDED SEAM WIDTH TYPICAL COVER FIELD BUTT SEAM FULLY BOND TOP EDGE 2" MAX . I .2· MIN SCRIM TO SCRIM BONDED SEAM WIDTH TYPICAL COVER FIELD SEAM TYPICAL COVER FACTORY SEAM SEALANT TAPE 45 MIL POLYPROPYLENE /. 5.00" MAX. SLEEVE / ,/.,, __ .....,... __ ----! /. -------~ 1/ /. t-------.r', /. 60 MIL. FLOATING COVER 1/2" WIDE EXTRUSION BEAD EACH SIDE {. CONTINUOUS AROUND SLEEVE TYPICAL PIPE PENETRATION SEAM TYPICAL SEAMS ED 90 MIL MIN CROWN THICKNESS (2 PLY. AS SHOWN)* 150 MIL MIN CROWN THICKNESS (0 3 LAYER T-JOINTS) ~ EXTRUSION BEAD SHALL NOT BE USED IN RAINWATER COLLECTION TROUGHS ~ UNREINFORCED CAP STRIP SHALLBE USED IN RAINWATER COLLECTION TROUGHS ONLY 1 • WIDE MIN EXTRUSION BEAD CENTERED OVER TOP EDGE-------~ FULLY BOND TOP EDGE 4" MAX 2" MIN SCRIM TO SCRIM BONDED SEAM WIDTH ~ EXTRUSION BEAD * FOR CHATER STRIP, USE 70 MIL/120t.llL CROWN THICKNESS 1-1/2" WIDE 60 MIL UNREINFORED CAP STRIP I I , ~ FOR CHATER STRIP, USE COVER STRIP 45 MIL UNREINFORCED CAP TYPICAL SEAM WITH CUT EDGE@) NTS NTS w D. g "' ~ ~ 10 "' FLOATING J r COVER 60 MIL (MIN) BLACK TEXTURED UNREINFORCED 3" FIELD SEAM WELD TEXTUREDJ ~WALKWAY • TEXTURED WALKWAY DETAIL EB POLYPROF'ILENE Ym.KWAY ~I" .--~--..., 5' -0" MIN WIDTH ~-FLOATING COVER ' 3" FIELD SEAM NOTES; FIELD SEAM W/!J.XWAY TO FLOATING COVER AT TOP OF SLOPE AND 2 SIDES DOWN SLOPE. DO NOT SEAM AT BOTTOM TRANSVERSE END. FOR TOP OF SLOPE SEE DETAILS SEE® C-10 ~ TYPICAL POLYPROPYLENE WALKWAY@) i-----------1:8 0 f--------1 ~ NTS 0 "-1-------g C-3O37 1---------------------------------1---------------------------------J---------,-----------------,----,----,------.L..------,---r.,,,.,,.,,,=------r---------------"------;? PLANS PREPARED BY, APPROVFD BIG CANYON RESERVOIR ~ RECORD DRAWINGS These Record Drawings have been prepared based an information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accurocy1 nor for errors or omissions which may hove been incorporatea Into these plans as a result. !;~~ !;.~~: L~~~ _& ________________ ___, _ __, ~~~✓.1c~~=------------------------il Irvine, California 92618 5 2/04 RECORD DRAWINGS COVER DETAILS 0 0« (949) 727-7099 (949) 727-7097 FAX ~ ~3~j'.:/!.'.22!_;_/014i-___j~R:.::_EV::_IS:'.'.E:'.'.D~PE::.'.:R:__A:'.D.'...'.:D'.'.::E'.:'.:ND~U:'.::M::_:_::N~0.~3 -----+---1.!;;DA~TE:;.;;;;;;;;2;~~~==+------------r------1'§. APP'D DESIGNED sE DRAWN RJW CITY OF NEWPORT BEACH 1---w_-_5_2_93_-_s_-1~ CHECKED SOT DATE l D/D3 PUBLIC WORKS DEPARTMENT SHEET 12 OF 40 ; /s D. TEDESCO RCE 39261 DATE REV DATE BY DESCRIPTION REVISIONS 7 <J Ll Ll <J Ll 4 <J Ll <I 4 Al <I <I <I 4 4 <I <J Ll 4 <J Ll <I L'.I <J 4 4 Ll <J 3/B"f POLYESTER ROPE WRAP CHAFER TIGHTLY AROUND ROPE 1/2"f FlATHEAD STAINLESS STEEL 316 EXPANSION ANCHOR BOLTS O 12" 0/C 3/16" x 2" S.S. FLAT BAR (STRIKE &: DEBURR ALL EDGES &: CORNERS) 45-MIL CHAFER STRIP \:_~.,- STRUCTURE EXIST. CONC. STRUCTURE\ .,l <'l <! ,j <J <J 4 L'.I <J 4 4 4 <J <I 4 <'.l <J .,l .,l 3/8"f POLYESTER ROPE . WRAP FLOATING COVER TIGHTLY AR UND ROPE ..,,..___,....._..,-.,_r-..--.. ~'~ 6;e~. 2:0 s~.s~TprR ffi ATTACHMENT ELEVATION SHALL BE MIN. 12" ABOVE OVERFLOW STRUCTURE WIER ELEVATION. FIELD VERIFY. 1/2"f HILTI HY-150 S.S. CONC. ANCHORS O 12" 0/C W/ 4 1/2" MIN. EMBED. FLOATING COVER INSTALL TIGHT TO VERICAL FACE OF STRUCTURE <! • 0 I . - (SIM. @ DETAIL A OVERFl-OW STRUCTURE) CHAFER ATTACHMENT DETAIL B -FLOATING COVER ATTACHMENT 3/16" x 2" S.S. FLAT BAR W/ 1/2"f S.S. HILTI HY-150 ANCHOR BOLTS O 12" 0/C CTRD. ON CONC. WALL 13 o---+ 0 DETAIL C PERIMETER BATTEN BAR -- CONC. ANCHOR CURB NTS 1½" END DIST. Ja• GAP 0 0 PLAN VIEW NTS 3/16" x 2" S.S. L SHAPED BAR (PROVIDE SLOTTED HOLES FOR INSTALLATION) EXIST. CONC. STRUCTURE 1½" END DIST. 3/16" x 2" S.S. FLAT BAR W/ 1/2"f S.S. HILTI HY-150 ANCHOR BOLTS O 12" 0/C NOTE -FLOATING COVER NOT SHOWN FOR CLARITY NTS 3/16" x 2" S.S. L SHAPED BAR (PROVIDE SLOTTED HOLES FOR INSTALLATION) 3/16" X 2" SS FLA~~ \ 2"11 5011. 48 S.S. PIPE W/ 1/2"1 S.S. ANCHOR BOLTS O 12· o/c . .../ '-~~- DETAIL D -ELEVATION NTS 3/16" x 2" S.S. BAR W/ 1 /2"f S.S. HILTI HY-150 ANCHOR BOLTS O 12" 0/C !ii 0 ..... § EXIST. MWD CONC. OVERFLOW STRUCTURE DETAIL D W/ 1/2"1 S.S. HILTI HY-150 ANCHOR BOLTS O 12" 0/C "-'--....~-~~~.,.r DETAIL B FLOATING COVER DETAIL A CHAFER STRIP MWD OVERFLOW STRUCTURE ELEVATION 1 3/8" = 1'-0" PLAN VIEW l'"LOATING COVER z (!) l1' -za::: ? ~!i~ N ogu :i::: "-----I- NOTES: 1 /2"f S.S. GROMMET . .. (CAULK ANNULUS OPENING ONCE MIXER CARl IN FINAL LOCAtlON) FABRICATED FITTING (60-MIL FINISHED THICKNESS) REINF. POLYPROPYLENE OR UNREINF. VACUUM FORMED MATERIAL 4" FULLY BONDED 6" 2' o• fHOLE IN FLOATING COVER EXTRUSION BEAD AT GORE CUTS AS REQUIRED FLOATING COVER 1 /4"f S.S. l.41XER CABLE 1. NOTE FITTING 1.4AY BE VACUUM FORMED WITH 60-I.IIL MINIMUM THICKNESS AT NECKDOWN AREAS. 2. CONTRACTOR MAY SUBMIT PROPOSED ALTERNATE DIMENSIONS TO THE ENGINEER FOR APPROVAL. SECTION VIEW COVER PENETRATION FOR MIXER CART CABLE 2 NTS DETAIL B 3/8"x3" SST FLAT BAR ...... ,,. 45-MIL CHAFER ...... ,,. "' / (WRAP AIROUND FlAT BAIR AND SEAM ONTO SELF. LEAVE UNSEAMED AREA AT ANCHOR BOLT CONNECTION.) ...... ,,. ,,. ...... / "' ,,. ...... 2· ,,. ...... SEAt.r DETAIL A RESERVOIR OVERFLOW STRUCTURE PLAN DETAIL C -CHAFER END <J <! Ll <J <I .,l ,j .,l <J <J 4 4 <I ,'j <I LI LI NTS 4 <I .,l <I 4 ,j 3/B"f POLYESTER ROPE WRAP CHAFER TIGHTLY AROUND ROPE 1/2"f FLATHEAD STAINLESS STEEL 316 EXPANSION ANCHOR BOLTS O 12" 0/C ~-3/16" x 2" S.S. FlAT BAR <'.l (STRIKE & DEBURR ALL EDGES & CORNERS) 45-MIL CHAFER STRIP EXIST CONC. STRUCTURE DETAIL A -CHAFER ATTACHMENT NTS 0 z ..... NTS ¼" MAX. GAP 3/B""f S.S. EXPANASION ANCHOR BOLTS O EA. END & 10' 0/C s ~ +--+---+o ,~---.-4------ S • N 3/8" x 3" S.S. FLAT BAR EXIST. CONC. OVERFLOW STRUCTURE SEE DETAIL C FOR CHAFER END WRAP DETAIL DETAIL B PLAN VIEW NTS C-11 ~ -----'----lo .____ ___ ___,g D N .____ ___ ___,::, D '- 1---------1,g; C-3037 t-----------------------------------------------------------------+---~:-;,:,:,-:_---r--------------.--------------------------------------------L-=~=-Jr P APPROVFIJ " LANS PREPARED BY: BIG CANYON RESERVOIR 9 RECORD DRAWINGS These Record Drawings hove been prepared bosed on information submitted, lh, part, by others. While this Information is believed to be reliable, Tetra Tech is not responsible for Its accuracy, nor for errors or omissions which may have been incorporated into these plans as a 'result. r■;;:l J~1~i~~~~~: L~~~ 1---------------------1-1 ~ (949l 727-7099 RECORD DRAWINGS ADDITIONAL COVER DETAILS ~ 949 727-7097 FAX SE ADDITIONAL COVER DETAILS DATE ll 1. '"'3 :lJ µ,,,,,!d__jl-2-'.-c.:..i_:::_:::.......J.:....::_::..:..:..:.::..:..:..:.:.::__::...:...:.::..:..:..:.-=-=-::..=::..:..:..:. __ __j__----1==;;:;;jl;;;!;;;;:;:l::::::';;==;.J..-----------~------1< REV DATE BY DEscR1PnoN APP'o DEsicNrn sE DRAWN RJW CITY OF NEWPORT BEACH 1--_w_-_s_2_93_-_s_-1i CHECKED SDT DATE 1 D/D3 PUBLIC WORKS DEPARTMENT SHEET 12A0F 40 3i ~D.TEDESCO RCE 39261 DATE REVISIONS , I / \ -111=111=111- • ' • • ' • • • • • • ' • • • • ' I:: jl ·~ • • ;, • • • ' a. • ~. O• • • • TO ~-EXIST. 24 •• WATER LINE 5'-9"± ~-NEW 2• ENCLOSURE SAMPLE PYSE • ~-STUD BOLT, MIN. 1/2" DIA W/TWO (2) HEX NUTS AND LOCKWASHERS, SET IN DRILLED HOLE W/ EPOXY ADHESIVE SUIT . •. ... . . .• • GRINNELL PIPE SUPPORT PIPE SUPPORT DETAIL N.T.S. NOTES: 1. GALVANIZE All PARTS AFTER FABRICATION. WHERE SUBMERGED, PIPE CLAMP, HEX NUTS, LOCKWASHERS, ANCHORS ANO SHIELDS SHALL BE lYPE 316 STAINLESS STEEL CLAMP MIN. BAR 1-1/2" x 1/4" PIPE CLAMP. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD AROUND PIPE AT CLAMP WITH LOOSE FIT. WRAP COPPER TUBES WITH 2" WIDE STRIP OF RUBBER FABRIC 2. THIS BRACKET IS NOT DESIGNED TO TAKE PIPE SUPPORT LOAD, IT IS A SUPPORT FOR BUBBLERS, STIWNG WELL PIPES, ONLY. • • -111=111=111 SECTION A-A N.T.S. / / ~-----M--t- / / / / V / / PU STATION ) / / / SAMPLE LINE PL.AN SCALE: 1" ~ 5' I I 3: I I I - 1" TO 3/4" REDUCER 2' PVC CAP EXIST. 24 "• WATER LINE 4"X 1" TAP 3/4"111 PVC SCH 80 SAMPLE LINE PL.AN DETAIL N.T.S . 2•• PVC SCH BO ENCLOSURE I I I I I 3: I I I I OFFICE I I 3: 3: I I I I I I I I ,t 3: I I --w7--i-- l I I I I I 3: 3: I I -- -- - r EXIST. 24°11 WATER LINE 4" TAP -/ "I • - \... (/ -- I 3/4"111 PVC SCH 80 / '\_2"11 PVC SCH 1 SAMPLE LINE ENCLOSURE 80 ® ELEVATION N.T.S. CONSTRUCTION NOTES: EXISTING CONCRETE PIPE SUPPORTS CONSTRUCT 4 "II BY 1" HIGH FLANGED STU BOUT TAP WELDED TO PIPE. MORTAR INSIDE OF TAP. SEE DETAIL EB PROVIDE 3/4"* SCH. 80 PVC SAMPLE LINE WITH 2"11 SCH. 80 PVC ENCLOSURE FOR All ABOVE GROUND PIPING. PIPE SUPPORT PER DETAIL EB PIPE SUPPORT ATTACHED TO EXISTING CONCRETE SUPPORTS PER DETAIL EB PROVIDE 3"11 SCH. 80 PVC PIPE BELOW GRADE-18" MIN COVER. PROVIDE 3/4"11 90' ELBOW GRADE, CORE DRILL THROUGH BUILDING INTO SAMPLE PIPING CABINET, FIELD VERIFY ELEVATION, SEAL AND GROUT PIPE PENETRATION THROUGH BUILDING WALL. REDUCE FROM 3/4" TO 1/2" SPAMPLE LINE AND PROVIDE 1 /2" BALL VALVE. TIE INTO EXISTING SAMPLE LINE TO ANALY2ERS. WHEN ZONE Ill PUMP STATION IS IN OPERATION, SAMPLE PUMP ON EFFLUENT LINE SHALL BE MANUALLY SHUT OFF. " 1--------1. 0 5 10 " ~ 1--------1'6. 0 I t--------10 C-3037 ~ .---------,.---------------r--...... --.----,-------------...... --........... ------..... ------------...1..-------1~ PLANS PREPARED BY: APPROVED j BIG CANYON RESERVOIR "' !2:~~ ~ny:n~!:!: !u~s~ t---+---+---+-------------+-___, :..'.:~~~~~~=---i----------------------11 lc;lne, Collfomla 92616 ZONE Ill _ SAMPLE LINE 0 (949l 727-7099 ci (949 727-7097 FAX .;;- l--t'.1~2/:....:0~---J-...'..R'..'.:E.::'._CO~R~D:'.._'.:'.D_:.::RA'.:.'.W~l'..'.:NG:'..:S:'._ _____ -t---~DA~TE~;,;!!±!~~~=;;;;_j~------------r--------1; APP'D oEsicNEJ SE DRAWN RJW CITY OF NEWPORT BEACH ..,.__w_-_5_2_93_-_s_--ig CHECKED SDT llAlf_ 10/03 PUBLIC WORKS DEPARTMENT SHEET X OF 40 ~ / / D. TEDESCO RCE 39261 , DATE REV DATE BY DESCRIPTION REVISIONS -..-I C • C' :z: I • T.O.W. EL. 278.00 ~ ' I j ,..,.....---I /:-,. ':i- ~~...,, X X X • • EMERGENCY EYE WASH AND SHOWER \ (~~-,\ ' iy 'fl~--...: • • • • • • l l TRUCK LOADING PAD BOLLARD, TYP. FRP GRATING & • 4"-D , 1 '•.,. 2"~ DRAIN HOLE SOU:_NOID VALVI:_ SV-? SOLENOID VALVE SV-1 UNISTRUT P1887 WITH 3/8" 316 S.S. DOUBLE NUT ANCHORING BOLTS }-- 1--------l 0 0 ------t-0 0 I 0 ---t<'J • ~----UNISTRUT P2034 PIPE CLAMP, TYP. ~-UNISTRUT P1380 ROTOMCTR ~-t-+---GLOBE VALVE UNISTRUT P 1 000 Cl IANN[L UNISl~UI P1031 1 , 2 -SH-PVC -----: ----------1 t-yj ----:-----~--IGll --{ -j-- e------'c-+...L+----------j ' I ~ t§>H..._____ 2"-PW PVC /~ \ , 1 /.,. EL. 277.36 ~ 1' ·•·--. INV. EL. 275.00 --- ---_\L "---------:;\~ .... -- - ---- ----- - - - '-._ X X 't X ;~ j__ ~--___ _ ,--------- -X--,l(---x-... ___ j / ' • • ~ KrNON-SHRINK 1 2 -PW-PVC , LJ GROUT ±1 • l DRAIN SUMP 4"-D INV. El. 214. 11 - ---------_I DRAIN SUMP METERING PUMP I AM-4~ _ +----- ------------ -;_;;.:_ ~~-·-~-=---- I j ' '11 1·· I --' ' SC TOTE (FLJTURF) .-.~ - METERING PUMP I AM-2 I RECORD ' L ' ''II I I I I .. . _,.,..,,-,( '·.· ,, \~:., (? DRAWINGS ---- • '11 I ' These Record Drawings hove been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans os o result. ' • -~: ------ - -""~.:~. ·=~~~=~=~-,.~~--~' I-. ----, --···---r • , . ' 'l, --- DRAIN SUMP I I __ .J -------SC METERING ~UMP (FUTURE) -----~ i I i l ' : 0 i EXISTING CHLORINE ROOM SEE DWG. C-3 FDR CONTINUATION SIi D LUTION \1\/ATER PA\JEL DETAIL N.T.S. CHEMICAL STORAGE TANKS TANK EFFECTIVF TANK VOLUME (*) DIAMETER SODIUM HYPDCH LORI TE TANK 1 5,3D0 GAL. 1 o'-o" SODIUM HYPOCHLORITE -TANK 2 5,3D0 GAL. 1 o'-o" AQUA AMMONIA 2 GA AQUA AMMON 500 GAL. SPECIFICATIONS SFr:TIONS EB VFRTICAI TYP[ SIDEWALL 9'-4" rRP 9'-4" FRP 7'-o 7'-0" STEEL INVERT AND THE PA~sEL ,------ i SC METERING PUMP (FUTURE) ABBREVIAI IONS: AM CD SC SH AQLJFOUS AMMONIA CHLORINE DIOXIDE SODIUM Cl ILORITE SOLUTION SODIUM HYPOCHI ORITE SOLL TION 1. FO'< CHEMICAL AND UTILITY PIPING, S[[ ISOf/CTRIC DIAGRAM IN DWG. M-5. 2. FOR CHl:_MICAL PIPING INSIDE SPILL CONTAINMEN-s, PRC~IDE TVP~ I SUPPORTS PER DETAIL @ AT 6 -0.C. MAX. M-7 3. FOR EMERGENCY EYEWASH AND SHOWER UNITS, SEE DETAIi_ {];"j ~ 4. FOR CHEMICAL STORAGE TANKS, SEE DETAILS LJ AND ~ ~ ~ ® REMOVE EXISTING LADDER AND ROTATE 90". WELD ON EACH TANK. © NEW 3'-6"1f AQUA AMMONIA STORAGE TANK. 0 REMOVE PORTION OF EXISTING GRATING AND @ PROVIDE NEW 60" CONCRETE PAD. © PROVIDE NEW GRATING AND RELOCATE STEP. STEP. LADDER TO TABS M-1 ~ ---~-----10 "' f-------g N '-._ f----------1;; '-.._ rn f-------0 C-3037 rn .------------,------------------.-----,...---,-----------------,---A"'P""PR"'o"'v"'rn,---------r-----------------l--------1~ PLANS PREPARED BY: BIG CANYON RESERVOIR O !2:i~~ !.~n~~: ~u~~~ ...... & .. s=-1_12-'-/04_+---+-R_E_co_R_D_D_R_A_W_IN_G_s _______ -4---__ /~'.¾~~~~~~,..._-1-------------------~---1! Irvine, California 92618 /26/05 ADDITIONAL AMMONIA TANK 0 l~!~l ;~;:;g~~ FAX DISINFECTION FACILITIES PLAN 1 µ~Lj..:'.:5/:_::3'!.:_/0:::'.4-i----+D:.:_IS::::_IN::::_F~E::::_C::::_T.:_:10:.:_N:__::S:.:_YS:::_T.:_:E::_:M::__:_R_:E_-_:D_:E:::_Sl:_::G_:_:N_4_----ll,.!D:AT.;.!:E=;;;;;;!!t!~;;;;;!;;;.;.;;==➔--------------.-------1'§, APP'D DEsicNrn SE DRAWN RJW CITY OF NEWPORT BEACH __ w_-_5_2_9_3-_s_ .... ~ CHECKED DATE o 10/03 PUBLIC WORKS DEPARTMENT SHEET 13 OF 40 ; RCE 39261 DATE REV DATE SY DESCRIPTION REVISIONS SOT . ' -"') 0 I st- "'V/,<¾~~'-'~,~~ 'W~>:,;~ ~,~1 • • •' • , t= • • • • • \, ' 0 I st-- • EMERGENCY EYE WASH AND SHOWER -. ' • • . ' • • • • ' •. • - ...,,_ -,--. --. - . -·· ·---. --.. --' \. •. ,,.·x"x:·· /'• :x·. ,, rx'✓>v X: X. )<_;x,,,, ,·'x (/9·· ", ~x" >(.,. • X•< ,;:'Y• -,,, ' }(> ·,< > , )<, /, '\ ,.,A .. ,(' ,><..~; ~5>f/· j<,S? ~"' .< ,: I ,'.~x-x. ,·\ ' J',. :/\./\Y\(_·_ -·\,,/., ' J;g,: /',: --✓ \/ x> .x: '/. ~-.:.. r 'A.. Y)< x'x /., ' '0._'y~«<~~~~"'~ , • . , --..:,-;y/ >: ,; //, ' • . . ~-• " .. . • SH-3 METERING PUMP • ' . .. . \ CHAIN LINK F.ENCE \ WITH BARB WIRE -. ··--. .i.'- I SH STORAGE TANK 2 I ;== = -• ' FD\ • • _. I ·-,i" • . , . It '-,.J • • I •• CLEANOUT __/ ~ _) 4"-D ----- .A -~ I ,'Ir'\. ! +YGL/ I I "' ~ • . • • • ·' • .• . I== I== I== F= I== • . 4 A • :~ : . l.1.J .. L,-" • . ~ • • ,• I • I ~ J :l-C--C--@9 SECTION A SCALE: 3/8" = 1 '-0" M-1 fl • ... ~ / ~ "·-I I I -SH STORAGE * - ef 1 ~'> TANK 1 ~)<)< e._1~1 .. .AM v' ' AM-3 , •• I ' I ix I<; STORAGE = METERING i ~., I TANK PUMP ' I AM-I ;, = \ I AM-4 METERI G PUMP I \ I METERING PUMP ..?.IS:;.. ,,,1 _,J ~-~ ~ ' , n '. I ./ / -.., </ ==~---1 '---= = ~~\ I , --- IJ\ 1 c=J I I _§"'e!:, , . \_ .. • '· • .. ' • ' • • • . • .• ..... • ' • • .. • • . ' • • • , • \ ' AM-1 I ' METERING PUMP SECTION B SCALE: 3/8" = 1 '-o• M-1 " I J • 4 • • .. I SH STORAGE TANK 2 r FRP GRATING • • . • ' -CHAIN WITH --·-/ .. --✓ , ··'', -~x'VV'x_.,,"' /<,., ~<---.,.,, . ...._,,,_,,._ ., ·:<,;· /./ .... ·v· /. ·_I_ -,/v_·•_/"'= ✓, ,' >< '/~"><~ ' , ?,_ /-, -"x--. ;"\..-){' X ' /;,:<'", '<" "•/ '·V/.//'• --.x. I ,,v~~-" •">'Y ' •' 'y ,,/'•. ' / ' •. >'.. _x ?<~ ,/\< '"· x-"--,,-,;x·. ·/·{( -. '',/·. ,., ',. ~)!"/ >-, .,.,,,y:x. , '/. ,A/'{ 7,. V. ,, '<,'', '-.. • '-·'V ·'·,/" LINK BARB _,, -I l ;:,; xi >-~ '\{',;,-' ,-,_.,_ , -,,: ·, v\ . ru? '<)()< r EL. 278.00 I FENCE WIRE EMERGENCY EYE WASH AND SHOWER, TYP. FORM 2' DIA. DISH WHERE SPECIFIED --~ FINISH FLOOR • >--+---{ go· ELBOW - FLOOR DRAIN DETAIL N.T.S JOSAM 32120, JR SMITH 2220 OR EQUAL FLOOR DRAIN EB r FLOOR LEVEL CLEANOUT WITH WITH ROUND ACCESS COVER JOSAM 58150, JR SMITH 4023 OR EQUAL FLOOR • • • FLOOR CLEANOUT DETAIL N.T.S • EB +-V BOLLARD /""'' LOADING PAD ,FRP GRATING r I I EL. • • ' I EL. 277.36 EL. 278.00 • T I ~ . • • ' 276.50 • ':ft&'d/ ///,v / ,v / . . • . " . ~-·;:--;, .. • • • EL. 274.36 .• • , ' 4 I • 4 ,d 4 . ~-,1 • • . EL. 277.5± • • . • • 4 • 't<~'<«" " ''" / .v /N/,;,/:v1/:v1//(/,'(/,'y/>»·•;v/;v/-y'/y'/,:j'/)1//;,.1//)1//), RECORD DRAWINGS These Record Drowings have been prepared based an Information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for its accuracy, nar for errors or omissions which may have been incarparated into these plans as a result. M-2 t. ~------,□ ,n t--------18 " ....._ t--------1 □ ....._ "' 1-------□ C-3037 rn • .----------,---------------""T------,r---.,---r--------------.,---r.==,.,,...------""T--------------..... -------," PLANS PREPARED BY, APDR~ l BIG CANYON RESERVOIR 0 J;,~~ C~;n~~'. ~u~~~ t--+---+--+--------------+--i .,WZ,.~u"'1,"'1 lJL~_..;.,;.i~'IJ, N~f,,.;N__,=.__ t----------------------,1 <';~';,"l· ;;~~;~i~/2618 7'r:c~ 46214 DISINFECTION FACILITIES ~ (949 727-7097 FAX j\ SECTIONS --;; ~o_\,~5~~12:c/::_:04'--t--t'..R'..:::E::'.C.:::0:.::R:::_D_:D:::R_::A_::W:_::IN_::G:::S::...._ ______ -t----+D~A:,;;TE~;;,;;;;~~g,~==➔--------=-=-=-..:..:....:..:_-,--------43' APP'D DESIGNED SE DRAWN RJW CITY OF NEWPORT BEACH w-5293-s 1s CHECKED DATE t---------t:il SOT 1 O D3 PUBLIC WORKS DEPARTMENT SHEET 14 OF 40 -;- REV DATE BY DESCRIPTION S EVEN D. TEDESCO RCE 39261 DATE REVISIONS ---- ---------- P:Z:I ( 1 /2"-AM-PVC ) 1 1 2 -SH-PVC MOV-2 1 1 /2" MOTOR OPERATED BALL VALVE IN VERTICAL MOV-4 1 1 2 -SH-PVC SH DIFFUSER SEE DETAIL MOV-3 MOTOR OPERATED BALL VALVE, TYP. MOV-1 NOTE: -0 EXIST. 48" RESERVOIR INFFLUENT LINE -~ EXIST. 54 • RESERVOIR EFFLUENT LINE AM INJECTION QUILL SEE DETAILffi \(·,--------t-----r\ ~,----------t-----r'II,--,-~,~ .. --S-P_L_--PV-C~ " 2 -SPL-PVC RETURN I I i 1 I I ' EXIST. 48" RESERVOIR INFFLUENT LINE --, I ., EXIST. CHECK VALVE 1 "-SPL-PVC --- ' M 1 2 -AM-PY -SH-PVC F 2 SEE SECTION B FOR MOV-1 THRU MOV-2 3" DRAIN LINE FROM RESERVOIR EFFLUENT SAMPLE PU (PROVIDED BY CITY) -PVC ExIs:n---49~" --tttt+-tl PR FLO EXIST. 1 2 -SPL-PVC RETURN LINE v--EXIST. 24" WELL WATER FEED LINE 1 2 -SPL-PVC 3" DISCHARGE -~:::::::Ji:::'.._JLIL_J_ AM INJECTION QUILL SEE ~ETAIL ffi PROVIDE WALL MOUNTED UNISTRUT PIPE SUPPORTS (TYP) EFFLUENT SAMPLE PUMP (PROVIDED BY CITY) 1 2 -SPL-PVC FROM RESERVOIR EFFLUENT LINE EXIST. 30" RESERVOIR EFFLUENT AND WELL WATER FEED LINE EL. 27405± 1 2 -AM-PVC 1 1 2 -SH-PV 1 2 -SPL-PVC EXIST. 2" NIPPLE O·· 2 -SPL-PVC EXIST. AIR RELEASE VALVE 1 2 -SPL-PVC SAMPLE PUMP 1 "-SPL-PVC EXIST. STAIRWAY 0 MOY- ------------------------=-.--~ • SECTION RETURN / SAMPLE n,b~ PUMP 0 1 "-SPL-PVC FROM RESERVOIR EFFLUENT LI NE SECTION = 1'-0" • B IS • C EXIST. 30" RESERVOIR EFFLUENT AND WELL WATER FEED LINE I --.,-p. • . : ""• ""''- -1 ! 3" DRAIN LINE FROM RESERVOIR ANALYZER WASTE SAMPLE Pl)MP 0 1 2 -AM-PVC ,,---SCREW UNION ~-1/2" STAINLESS STEEL INJECTION QUILL, NEPTUNE CHEMICAL PUMP CD., MODEL CS-75 • CORPORATION STOP --1" CORP. STOP CUT 3" OPENING AND WELD ON 3" FLANGED RISER EXIST. STEEL WATER MAIN EXTEND QUILL TO 1 /3 OF WATER MAIN AMMONIA (AM) INJECTION QUILL DETAIL EB 1 1/2"x 2" BUSHING - CUT 3" OPENING AND WELD ON 3" FLANGED RISER ~ CUT 3" OPENING AND WELD ON 3" FLANGED RISER ~ PVC END CAP-- BLIND FLANGE--~ N.T.S. 0 0 0 SODIUM HYPOCHLORITE DIFFUSER DETAIL N.T.S. EXIST. STEEL WATER MAIN 1 1 /2" PVC, SCH. 80 WITH 18 3/8" ~ FACING PERPENDICULAR TO STREAM (9 PER SIDE) 2" MIN. (SH) CD M-3 ~ r---~----i 0 ,n t--------t g N ' ~ m t---------to PIPE PENETRATIONS THROUGH WALLS SHALL BE CORE DRILLED. USE 1 ¼" POLYETHYLENE BACK-UP ROD, POLYETHYLENE JOINT SEALANT CLOSEST TO PIPE EXTERIOR WALL AND DRY PACK GROUT TO FILL. PLAN r-----:=-___::::::~;..~-t111t.~~~~~~~it:.:~~~~r~T-7--r------------7--mmivEi'1_T ____ r _____________ _J _ _.::c:-.:'.3::'..03:'..7'.......-j ~~;';'.':-! PL.ANS PREPARED BY, APPROVCD " BIG CANYON RESERVOIR s SCALE: 3/8" = 1 '-D" RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetnil Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~2:~~~ C~;,~~'. !u~~~ 1-~-+----+--+----------------+----t [NF'IN-~[E.,.R==._ 1----------------------tl (9t9j· ?f~'.'.';~~/2618 ffi 12/04 RECORD DRAWINGS o. 46214 DISINFECTANT INJECTION ~ (949) 727-7097 FAX ....... /2\ ... ,-5~/3-/04-+---+--------------+----l AND W'A'JER SAMPLING ~ I -.f~~0_~--~D~IS~l_r-lN~FE:'C;_1TII\IO.JrN'l___'S'_'Y~S~TE°:'M~R~E:::-:_1:D1_tE~Sl_l:IG~NI_--L __ ~D~A~TE~~\~l.£:_~~~=;;;;;;..j_ ____ :::::_:::"'::::_::.:_:_::::::::_;.::_:::_ ____ ~"' ,I'~ 1-REV DATE BY DEscR1PT10N APP'o □EsiGNED SE DRAWN RJW CITY OF NEWPORT BEACH t-_w_-_5_2_9_3_-_s_-tf ~/(_ Cl WCKED DATE Q _,,.ITT DJDESCO RCE 39261 DATE REVISIONS SDT 10/03 PUBLIC WORKS DEPARTMENT SHEET 15 OF 4 z ,----t;:tQ---,---t.!01::t-----------------------------------------------------------------------------,_ r---Ol(l---,-------t10,_----- AE ,-----....._,, CL AE-2 Yo Yo EXISTING TO BE RELOCATED TANK FILL QUICK DISCONNECT COUPLER SH ,;1-1-.-1_....;;s~H ____ STORAGE 0 TANK FILL QUICK DISCONNECT COUPLER SH C, TANK 2 LE SH STORAGE TANK 1 SPILL CONTAINMENT SUMP D AE ,-"---.,,CL AE-3 Yo a 0 0 0 I (J) 0 0 0 SH-5 METERING PUMP SH-4 0 SH F SH-3 METERING PUMP I (/) F SH-2 METERING PUMP J SH-1 METERING PUMP t---°"c□--- N I ~ I > (/) SH _J Q_ (/) 0 Q_ :>' ::::, Q_ w _J Q_ ::. ;}<, 0 SH MOV-4 EXISTING RESERVOIR Q:'. w 0 z ii': ::J w >-(J) z w w Q'. ::::, ...J ' LL a'.) z ..,. /! ' ro ..,. 0::: w < :!: Cl :!: :::l: Q:'. w 0 z > ...J Q:'. w >-(J) z w w Q'. :::, _J ' LL ..,. LL oJ) w 0 /i--.-----. Q_ ::>' ::::, Q_ w ...J Q_ ~ ::::;: ' "" ..,. ' 0 I') 0 z N Bi I LL X w SPL Cl C!: ...J Q_ (/) wW w!;;;z LL..3: 0 ffiws I-....J CD <( ID -:!: <( 0::: I-' I- ....JOVl ....Jo..□ w e:::: 3:0 ::::;: Q:'. w w i z ::J _J _J w ,;: ' 0 N 0 z ->-I (/) u... X w LEGEND -~ [gt--- --~)---- --4- t: I) :::I I::.'.! ~ ----l'----- -l'----1'----f--- I~ - PRESSURE REDUCING VALVE BACKPRESSURE VALVE SOLENOID VALVE MOTOR OPERATED BALL VALVE PRESSURE RELIEF VALVE GATE VALVE GLOBE VALVE BALL VALVE CHECK VALVE BACKFLOW PREVENTER BALL CHECK VALVE ]f--- ~ -----cp • AM REDUCER STRAINER QUICK DISCONNECT HOUSE COUPLING CALIBRATION CHAMBER PRESSURE INDICATOR PULSATION DAMPENER ROTOMETER PRESSURE GAUGE CLEANOUT FLOOR DRAIN C\ VcL C'\ VNH-N AM SH SPL D V VR PRESSURE INDICATOR LEVEL SENSOR FLOW SENSOR CHLORINE RESIDUAL ANALYZER AMMONIA ANALYZER AQUEOUS AMMONIA SODIUM HYPOCHLORITE SAMPLE DRAIN VENT VAPOR RETURN AM -----[Q))-,[>1(J-l----------------____.:_.:::.:.. ___________________________ --. SPL NH-N AE-1 B ,---, AE CL AE-1C AE-1 D 0 DISCHARGE ZONE Ill PUMP STATION NH-N MANUAL PRESSURE RELIEF PILL ONTAINMENT SUMP TANK FILL QUICK DISCONNECT D COUPLER AM Qi:l-+...-4-___:_.::.:;__i-- TO SEWER M MANUAL PRESSURE RELIEF AM STORAGE AM-1 METERING PUMP AM-2 METERING PUMP PUMP PUMP AM ::, <( "' c:1 0 ~---, M-4 :g ---~--~ " ->---------<O f--------1 " cr, 0 ~ • f--------1~ vi C-3037 V, .----------------------------,---,---,---------------.---A-,,P"'PR""o""vE"'o,--------...-----------------'-------1g PLANS PREPARED BY BIG CANYON RESERVOIR if RECORD DRAWINGS These Record Drawlngs have been prepared based on information submitted, In, part, by others. Whlle this lnformotion is believed to be reliable, Tetro Tech is not responsible for Its occurocyr nor for errors or omissions which may hove been incorporotea into these plans as a result. REY DATE BY DESCRIPTION REVISIONS l2~~~ ~:nS~: !"~~~ -A~+---+---+---------------+--_, ~~~~fAl,..,.~--==--1--------------------i lcvlne, Collfomlo 92618 12/04 RECORD DRAWINGS DISINFECTION ° (949) 727-7099 5 j (949) 727-7o97 FAX PROCESS 01•,GRAM ",1 µ~~5/_:3::_/0:_:41----l--D_IS_IN_F_E_:C_T_:IO_N_S_YS_T_E_M_R_E_-_D_ES_:I_G_N_--l-----li-::D:::AT:.:;E=;;;l\~J;;;"t;;:;,t;;;'";:;;;;===-1------------"---.--------1~ APP'D DESIGNW SE DRAWN RJW CITY OF NEWPORT BEACH w-5293-s :g t--------1:g CHECKED SDT DATE 10/03 PUBLIC WORKS DEPARTMENT SH[ET 16 OF 40 -;; ' 1 I f'-__,, I '-' DISINFECTION FACILITIES ISOMETRIC 1 N.T.S. RECORD DRAWINGS These Record Drawings have been prepared based on information su~mltted, In, part, by others, While this information is believed to be reliable, Tetna_ T!!Ch is ~ot responsible for its accuracy, nor for errors or ort11ss1ona wh,ch may have been incorporated into these plans as a result -----...__~ -- ,, ...... ..,,~ .... ---.~-. '- --- NOTE; PROVIDE EXPOSED PIPING WITH TYPE I PIPE SUPPORT PER DETAIL@ SH DISTRIBUTION PANEL ISOMETRIC N.T.S. DATE l\ u o'3 APP'D D,SIGNED DRAWN SE RJW CH~ CK[□ DATE SDT 1 D/D3 EB C":Z I TRANS SWITCH AE-2 AE-3 ffi RE£ERVOIR ANALYZER CABINET SCALE: 1 /2" = 1 '-0" {EXISTING WINDOWS EXISTING NEW PLC MOV CABINET OPERATORS I I I \ \ \ SEE DETAIL ,,- CL 17 •• -..... ' ,,, ,.._ ___ .,,., ADA ' \ }· I CL 17 , , • -o· TURB ADA • • • • NEW PLUMBING CABINET (REMOVABLE) FORMICA COUNTER COMM. CABINET TONE TELEMETRY • 0 I ;., WOOD CABINETS WITH HINGED DOORS PHONE ~I ANALYER CABINET IN CONTROL ROOM N.T.S. PRESSURE GAGE --tH----_.;- CABINET-~, 1/2"-SPL-PVC FROM SAMPLE PUMP--~ ~ANALY2ER WASTE (TO SEWER LINE) _.,_...-~BACKPRESSURE VALVE 1/2"-SPL-PVC RETURN LINE TO BASEMENT PIPING TYPICAL ANALYZER DETAIL N.T.S. RECORD DRAWINGS hese Record Drawings have been prepared based an information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. AE-2 MOUNT TO ACCESS ROAD CURB 3" DRAIN LINE ,,-C '> ~ / _....'C / .,.. .,.. I I I I I SCALE: 1 /2" = 1 '-0" I \. AE-3 A 316 ss ENCLOSURE CABINET NOTE: . 0 I PROVIDE EXPOSED PIPING WITH TYPE I PIPE SUPPORT PER DETAIL@ ISOMETRIC SCHEMATIC N.T.S. UNISTRUT P2034 PIPE CLAMP, TYP. UNISTRUT P1380 NOTE: SEE ISOMETRIC DIAGRAM FOR PIPING. UIIISTRUT Pl 000 CHANNEL U~IISTRUT Pl 031 UtJISTRUT P1 B87 WITI I 3/8" 316 S.S. DOUBLE NUT ANCHORING BOLTS NON-SHRINK GROUT ±1 0 0 EB ED M-6 ;1 ~----'--,□ "1 ,___ ____ _.g N ...__ ,___ ____ _.;; ...__ 0, ,___ ____ _.a C-3037 15· ® @ ---@!QI--- SH STORAGE TANK NO. 2 SH STORAGE TANK 0 (\J PLAN N q B 15· © ® I @ --------<©'®--- SH STORAGE TANK NO. 1 NOTES: 1 '-6" I l: ~ / l: <O , I I -/1 I") I II < µ '7 I • I/ ~ _., TYPE 316 STAINLESS STEEL SAFETY CHAIN r OF TANK SIDE WALL KICKPLATE ON 3 SIDES 1 '-6" SQ. GRATING PLATFORM RUNGS AT 12" O.C. LADDER AND PLATFORM SECTION ED N.T.S. 11 11 1. TANK FITTINGS SHALL BE AS FOLLOWS: SHAPE CONC. SUPPORT TO ACCOMMODATE CONNECTION OF TANK OUTLET WITH SCLS SYSTEM PIPING -~ -+--+ 10'-0" DIA. F I I I I I I I I 11 I I I I I I I I I I LJ C -Ol -0 0 I N rl~~1-~--=1--ck=~ E __ _,____.__·n~I'--'-- CONC. SUPPORT lYPICAL ELEVATION SH STORAGE TANK DETAIL 1 SCALE: 3/8" = 1 '-0" .___1 R_R_1T_A_N_T_L_1_a_u_1 o___.l I SH uro FF VALVE HAZARD IDENTIFICATION SIGN SHUTOFF IDENTIFICATION SIGN 1, EACH SIGN SHALL BE ADHESIVE BACKED PLASTIC PLATE WITH BLACK LETTERS ON WHITE BACKGROUND. LETTER HEIGHT SHALL BE 3 INCHES. 2. PROVIDE ONE HAZARD AND ONE SHUTOFF VALVE IDENTIFICATION SIGNS FOR EACH AS AND SCLS STORAGE TANK. SIGNS SHALL BE LOCATED AS DIRECTED BY ENGINEER. TANK FITTINGS REMARKS @ 2"/fJ GOOSENECK VENT PROVIDE 316 S.S. INSECT SCREEN ® 2"/fJ FLANGED VENT FITTNG - © 3" FLANGED OVERFLOW ~ AT 5" BELOW TOP OF TANK SIDEWALL @ 2• TANK FILL LINE EXTEND PIPE INSIDE THE TANK TO 2' ABOVE TANK BOTTOM © 3" FLANGED OUTLET FLUSH WITH TANK BOTTOM ® 24" TOP ACCESS MANHOLE -EB @ LADDER AND PLATFORM SEE SECTION ® 2"/fJ FLANGE FITTING FOR - LEVEL SENSOR MOUNTING 2. PROVIDE EACH TANK WITH HAZARD AND SHUTOFF VALVE IDENTIFICATION SIGNS PER DETAIL EB U~tlSTRUf SERIES P 1298 PIPE CLAMP FRP CHANNEL .«<.!~Pl ~"-c>+>'--f'-1 I I I ~~le, I I I I I I I l:l~U6fRU=F P1009 --~ I I I I I I FRP UNISTRUT P28'72,, POST BASE -----,-JLJ--J.L., 1" GROUTR :, ..• lYPE I -FLOOR MOUNTING .. ' . • • • • • ~~~~ ~ AM STORAGE TANK PLAN C F AM STORAGE TANK E I I I I I I · I I 2' -6"1 DIA.II I I I I I I I l· "' ,u ~ \,~) SECTION ' 0 I co I -0 I n CONC. SUPPORT AM STORAGE TANK DETAIL SCALE: 3/8" = 1 '-0" lJ~IISfRUf P2072, WP. FRP CHANNEL U~dlSTRUT SERIES .., 0 • P 12ee PIPE 8Ullo1P, TYP. d • • .. d UNISTRUT P1000 ----u---u--------u- . . . . . • d • • • d • , • • d • • ., : ,i lYPE II TRENCH MOUNTING & NOTE: TANK FITTINGS REMARKS @ 3" FLANGED OUTLET - ® 2" TANK FILL LINE EXTEND PIPE INSIDE THE TANK TO 2' ABOVE TANK BOTTOM © 2" PRESSURE AND VACUUM SEE SPECS. RELIEF VALVE @ 2"/fJ FLANGE FITTING FOR - LEVEL SENSOR MOUNTING © LADDER AND PLATFORM SEE SECTION ® 2" VAPOR RETURN LINE PROVIDE QUICK COUPLER © 18"/fJ SIDE ACCESS MAN HOLE t AT 3' ABOVE TANK BOTTOM ® STEEL MOUNTING SKIRT /BASE CUT OPENINGS AS REQUIRED (D 3" FLANGED DRAIN - PROVIDE TANK WITH HAZARD IDENTIFICATION SIGN PER DETAIL EB 2 * FOR UNITS IN AREAS WITH FRP GRATINGS, THESE DIMENSIONS MEASURE FROM FRP GRATING SHOWER HEAD EYEWASH DRAIN L FOOT TREADLE ALARM UNIT CONNECT TO INSTRUMENTATION WIRING PER ELECT. DWGS. NAME PLATE (EMERGENCY SHOWER AND EYEWASH) FLOW SWITCH WATER SUPPLY AND HAZARD AND SHUTOFF VALVE IDENTtFICATION SIGNS DETAIL EB PIPE SUPPORT DETAIL EB ALL UNISTRUT PIECES SHALL BE 316 EMERGENCY SHOWER EYEWASH DETAIL EB N.T.S. RECORD DRAWINGS These Record Drawings have been prepared based on information submittsd, In, port, by others. Whils this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. N.T.S. STAIN LESS STEEL. PLANS PREPARED BY: J2:~~ 2::n~!:!: !u~~~ 1--+--+--+-------------+--l Irvine, California 92.618 (949) 727-7099 (949) 727-7097 FAX /\ ~ 12/04 RECORD DRAWINGS REV DATE BY DESCRIPTION TEVEN D. TEDESCO RCE 39261 DATE REVISIONS APP'D APPROVED DATE DESIGNED CHECKED N.T.S. M-7 C-3037 BIG CANYON RESERVOIR DISINFECTION FACILITIES MISCELLANEOUS DETAILS DRAWN CITY OF NEWPORT BEACH W-5293-S SE RJW DATE PUBLIC WORKS DEPARTMENT SHEET 19 OF 40 SOT 10/03 " N 0 ~ ,n 0 0 N '-. 0 '-. a, 0 a, • TI "' 0 f-0 w ::, / 0 n "' u "' "' 0 / <D 0 <D 0 / z 7 j, I I 1. I . ' I ,-------------------------------------------------------------------------------------------------------------------------------------------· ·,-----------------, GENERAL STRUCTURAL NOTES THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE IN THE STRUCTURAL DRAWINGS. GENERAL ' 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE (UBC). 2 ,ONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BE~ORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL COLUMNS, BEAMS, ETC. ARE ADEQUATELY BRACED AND SHORED ALL BRACING/SHORING SHALL BE DESIGNED BY A REGISTERED ENGINEER HIRED BY THE CONTRACTOR DURING CONSTRUCTION. 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENG'NEER SHALL NOT BE CONSIDERED AS INSPECTION OF SUCH ITEMS. 5. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 6. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. I 7. ALLOWABLE SOIL DESIGN VALUES AS PER TABLE 18-1-A OF THE UBC FOR MATERIAL CLASS 5. REF~R TO DESIGN CRITERIA ON THIS SHEET FOR VALUES USED IN DESIGN. ALL STRUCTURES SHALL BEAR ON FIRM UNDISTURBED NATIVE SOILS OR CERTIFIED COMPACTED BACKFILL, COMPACTED TO AT LEAST 90% OF MAXIMUM RELATIVE DRY DENSITY (APPLIES TO BOTH UNDISTURBED NATIVE AND COMPACTED BACKFILL.) THIS SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGINEER. 8. CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO STARTING WORK, BOTH ABOVE GROUND AND BELOW GROUND, WHICH MAY BE IMPACTED BY THE WORK SHOWN ON THESE DRAWINGS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 9. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST. 'lf' C:X'STING. REINFORCING NOTES 1. REINFORCEMENT FOR CONCRETE AND MASONRY SHALL BE DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A-615 (A-706/A-706M FOR WELDED REINFORCING). GRADE 60 STEEL SHALL BE USED EXCEPT THAT #3 BARS AND SMALLER MAY BE GRADE 40 STEEL. 2. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCHORAGES PLACED IN CONCRETE SHALL BE ACCURATELY PLACED AND POSITIVELY SECURED AND SUPPORTED BY CONCRETE BLOCKS, METAL CHAIRS, SPACERS, OR METAL HANGERS, AND SHALL BE IN POSITION BEFORE CONCRETE PLACING IS BEGUN. DETAILING AND PLACING OF BARS SHALL CONFORM TO THE ACI MANUAL OF STANDARD PR~CTICES. 3. BARS SPECIFIED AS "CONTINUOUS" SHALL EXTEND THE FULL LENGTH OF THE MEMBER CONTAINING THEM AND MAY BE SPLICED (UNLESS NOTED OR SHOWN WITHOUT SPLICES ON THE PLANS) BY LAPPING BARS 50 BAR DIAMETERS (BUT NOT LESS THAN 24") IN MASONRY. IN CONCRETE, PROVIDE LAPS PER DETAIL 4 ON SHEET S-7. STAGGER ALL SPLICES. 4. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS REINFORCING DIRECTLY BEYOND POUR JOINTS. MINIMUM LAP SHALL BE 50 BAR DIAMETERS. 5. WELDING OF REINFORCING IN REINFORCED CONCRETE TO UBC STANDARD 19-1. ELECTRODES FOR WELDING INSPECTION IS REQUIRED WITH use SECTION 1701. STEEL, METAL INSERTS ANO CONNECTIONS OR MASONRY CONSTRUCTION SHALL CONFORM USE LOW HYDROGEN E-70 SERIES OF REINFORCING BARS. CONTINUOUS OF ALL FIELD WELDING IN ACCORDANCE CONCRETE NOTES 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS (DESIGN STRENGTH= 4000 PSI). AGGREGATES SHALL CONFORM TO ASTM C-33. 2. CEMENT FOR CONCRETE SHALL BE TYPE V PORTLAND CEMENT CONFORMING TO ASTM C-150. TYPES I OR I I CEMENT MAY BE USED IF SOIL SULFATE LEVELS AS DETERMINED BY A GEOTECHNICAL ENGINEER ARE SUFFICIENTLY LOW. 3. CONCRETE COVER FOR REINFORCING BARS SHALL BE: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH= 3" EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BARS= 2" NO. 5 BARS, W31 OR D31 WIRE, AND SMALLER= 1 1/2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BARS= 1 1/2" NO. 11 BARS AND SMALLER= 3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS= 1 1/2" 4. DRYPACK SHALL BE 1 PART CEMENT AND 3 PARTS SAND (BY VOLUME). 5. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES THROUGH WALLS AND FLOORS. 6. 7. THE LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. THE SPECIFIED DIMENSIONS OF THE VERTICAL LEGS OF "L" DOWELS, WHOSE HORIZONTAL LEGS ARE CAST INTO A FOOTING OR SLAB CAST ON TOP OF EARTH, ARE BASED UPON THE SLAB THICKNESS AS SHOWN ON THE DRAWINGS. IF A SLAB IS POURED THICKER THAN SHOWN ON THE DRAWINGS, SUCH AS FOR THE SUBGRADE OCCURRING AT A LOWER ELEVATION THAN SHOWN, THE VERTICAL LEGS MUST BE FABRICATED TO A LONGER LENGTH OR THE HORIZONTAL TAILS MUST BE SUPPORTED ABOVE SUBGRADE HIGH ENOUGH TO PROVIDE THE SAME AMOUNT OF LAP LENGTH BETWEEN THE DOWEL AND THE WALL VEfTICAL REINFORCING. STEEL NOTES 1. ALL WIDE FLANGE MEMBERS SHALL BE IN ACCORDANCE WITH A.S.T.M. A-992. ALL OTHER STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE A.S.T.M. A36 UNLESS NOTED OTHERWISE AND SHALL BE FABRICATED IN ACCORDANCE WITH THE A. I .S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. FABRICATOR SHALL BE AN APPROVED SHOP, APPROVED BY THE LOCAL CITY OR COUNTY BUILDING DEPARTMENT OR CITY OF LOS ANGELES APPROVED. 2. STEEL TUBES SHALL CONFORM TO ASTM A-500, GRADE 8 OR BETTER, UNLESS NOTED OTHERWISE. 3. BOLTS SHALL CONFORM TO ASTM A-3D7 OR BETTER, UNLESS NOTED OTHERWISE. 4. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT +1/16" MAXIMUM. 5. ALL WELDING SHALL BE SHIELDED ARC TYPE AND SHALL BE PERFORMED BY A CERTIFIED WELDER IN A BUILDING DEPARTMENT APPROVED SHOP. CONTINUOUS INSPECTION IS REQUIRED OF ALL FIELD WELDING IN ACCORDANCE WITH U.8.C. SECTION 1701. 6. NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED AND APPROVED BY STRUCTURAL ENGINEER. 7. STAINLESS STEEL SHALL CONFORM TO ASTM A-276/A. I .S. I. 316. STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F-593. STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F-594. B. WELDING OF STAINLESS STEEL SHALL CONFORM TO STRUCTURAL WELDING CODE -STAINLESS STEEL, ANSI/AWS 01 .6-98. 9. STRUCTURAL STEEL NOT SPECIFIED TO BE GALVANIZED SHALL HAVE TWO COATS OF SHOP-APPLIED PRIMER. PRIMER SHALL BE COMPATIBLE WITH PAINT. ALL STRUCTURAL STEEL EXPOSED TO VIEW SHALL BE PAINTED WITH TWO COATS OF TNEMEC SERIES 23 ENDURATONE(OR APPROVED EQUAL). D.F.T. OF EACH COAT= 2.0 MILS. COLOR SHALL BE SELECTED BY THE CITY. STEEL DECK NOTES 1. REFER TO STEEL DECK SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DECK ERECTION CONTRACTOR SHALL CUT DECK TO SUIT DETAILS AT ALL FRAMED OPENINGS AS INDICATED ON THE DRAWINGS. 3. THE OPENINGS SHOWN ON THE FRAMING PLANS INDICATE THE GENERAL ARRANGEMENT AND LOCATION ONLY. VERIFY OUTING LENGTH OF DECK WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. 4. ALL WELDERS SHALL BE CERTIFIED FOR LIGHT GAGE STEEL WELDING IN THE CITY. ALL FIELD WELDING SHALL BE PERFORMED IN THE PRESENCE OF THE WELDING SPECIAL INSPECTOR. 5. CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED OF ALL FIELD WELDING. 6. THE EFFECTIVE AREA OF A 3/4" PLUG WELD SHALL NOT BE LESS THAN 1 /2" 7. ALL LIGHT GAGE STEEL DECKING AND FLASHING SHALL BE FABRICATED OF SHEET METAL CONFORMING TO ASTM A-446. 8. EDGE OF PERIMETER CLOSURE SHALL BE HELD WITHIN 1/2" OF THE DIMENSIONS REQUIRED ON THE DRAWINGS. CONFIRM THE LOCATION OF THE BEAM AND COLUMN CENTER LINES FROM FIXED REFERENCE EDGE LINES. FIBERGLASS REINFORCED PLASTIC 1. STRUCTURAL SHAPES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 30 KSI PER A.S.T.M. D-638, SHORT BEAM SHEAR STRENGTH OF 4.5 KSI PER A.S.T.M D-2344 AND A MINIMUM FLEXURAL MODULUS OF 1,750 KSI PER A.S.T.M. D-790. THE COEFFICIENT OF EXPANSION SHALL BE LESS THAN 0.000009 IN./IN./F. 2. ALL FINISHED SURFACES OF MATERIAL AND FABRICATIONS SHALL BE SMOOTH, RESIN-FREE, FREE OF VOIDS AND WITHOUT DRY SPOTS, CRACKS, CRAZES OR UNREINFORCED AREAS. ALL GLASS FIBERS SHALL BE WELL COVERED WITH RESIN TO PROTECT AGAINST THEIR EXPOSURE DUE TO WEAR OR WEATHERING. 3. All SHOP CUTS OR DRILLING SHALL BE COATED WITH VINYL ESTER RESIN TO PROVIDE CORROSION RESISTANCE. All FIELD FABRICATED CUTS AND DRILLING SHALL BE COATED SIMILARLY BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. CONNECTIONS OF FRP MEMBERS SHALL BE WITH STAINLESS STEEL TYPE 316, BOLTS AND NUTS, UNLESS SPECIFICALLY NOTED OTHERWISE. RECORD DRAWINGS These Record Drawings have been prepared based or, information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ' ADHESIVE ANCHORS 1. ADHESIVE ANCHORS MAY ONLY BE USED WHER. SPECIFICALLY ! ~ED ON THE PLANS OR WHERE SPECIFICALLY PE:'" TTED. IN WR 11 ,1C clY THE ENGINEER. , 2. ADHESIVE ANCHORS SHALL BE "HIT HY-150" ADHESIVE ANCH0• MANUFACTURED BY HILTI, INC., SIMPSON "ET" ANCHORS, ors :80 APPROVED EQUAL. 3. 4. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH I .C.B.O EVALUATION REPORT No. 5193. SPECIAL INSPECTION PER CHAPTER 17 OF THE UNIFORM BUILDING CODE SHALL BE PROVIDED DURING ANCHOR INSTALLATION. AN ALTERNATIVE ADHESIVE ANCHOR PRODUCT MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL, PROVIDED THAT IT HAS A CURRENT I .C.B.O. RESEARCH REPORT APPROVAL. 6. ALL ABANDONED HOLES SHALL BE FILLED WITH A DRYPACK GROUT A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. THE FILLED HOLE(S) SHALL BE PREPARED AND CLEANED AS REQUIRED BY THE GROUT MANUFACTURER. 7. LOCATE EXISTING REINFORCING USING A NON-DESTRUCTIVE METHOD (PACHOMETER OR OTHER), PRIOR TO DRILLING HOLES FOR ANCHORS. MAINTAIN A MINIMUM CLEARANCE OF 1• BETWEEN THE REINFORCEMENT AND THE ANCHOR. DESIGN CRITERIA SEISMIC DESIGN PARAMETERS SEISMIC ZONE: 4 SEISMIC SOURCE TYPE: B (NE~PORT-INGLEWOOD FAULT) DISTANCE TO FAULT: 5 KM SOIL PROFILE TYPE: SD Z. = 0.40 I = 1 .25 R = 2.2 No= 1 .0 Ca= 0.440 Nv = 1 .2 Cv = 0.768 V = 0.466W (PER EQ 30-5, FOR ASD) WIND DESIGN PARAMETERS WIND SPEED: 70 MPH EXPOSURE: C IMPORTANCE FACTOR, lw = 1. 15 ROOF LIVE LOAD= 20 PSF ALLOWABLE SOIL DESIGN PARAMETERS (PER TABLE 18-1-A OF UBC} ALLOWABLE BEARING PRESSURES: VERTICAL: 1000 PSF AT 12" BELOW NEAREST ADJACENT GRADE 2400 PSF AT 8'-0" BELOW NEAREST ADJACENT GRADE (BTM. OF CAISSON) LATERAL: 10D PSF/FT (1500 PSF, MAXIMUM) MATERIALS CONCRETE: REINFORCING: WIDE FLANGE BEAMS: STRUCT. TUBING: ALL OTHER STRUCT. STEEL: f 'C = 4000 PSI Fy = 60000 PSI ASTM A992, Fy = 50 ksi ASTM A500, GRADE B, Fy = 46 ksi ASTM A36, Fy = 36 ksi I S-1 C-3037 < l-===========::::;;=====================:;::==~L---,----,,-------------------r---,-,===,,,..---------r-------------------l..-----1,;: PLANS PREPARED BY: APr>ROVED , l/) ~ESS1~ t~!~~ !Ii No. 2582 ~ J > BIG CANYON RESERVOIR 0 ~2~~~ 2:;n~!:!: !u~~~ t-t--_-_-_-+-+---_-_-_++---_-_--j--jf-f----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_++------44 ~ Mt./'.";4U~TlqLm~1t,1~E1c~'.JIN~E'!!°ER~e::===--t-----------------------t! r;~~) i~~~;;:9 92618 R.C.E. NO. 46214 o1s1NFEcnoN FAc1UT1Es go (949) 727-7o97 FAX DATE II/ ,z.4-/ •"l GENERAL STRUCTURAL NOTES ::~ C * Exp. 3/31/06 * .,.,.,.,,r- J',-S71?uc ~~'y ~" REV DATE BY DESCRIPTION APP'D DESIGNED VMR DRAWN MTP CITY OF NEWPORT BEACH W-5293-S _____ , ____ _ -1;,e-n~ c~•1<~ 1-----'----•----''---------------------------•----,b:;,aa;;:;'"',----t-,;;,;,;,,..--------t 1----~•' CHECKED DATE ------------------------------------------------------------'---------L..----=-----=-----=-----=-----=-----=.~_--=.-_--=.-_--=.-_--=.-_--=.-_--=.-_--=.-_--=.-__. ___________ R_E_v_1s_1o_N_s ________ _,, __ .....;D;.:Ea;.W;....i __ ....;1..;.o,._/..;;.03;;....i.___P_u_s_L_lc_w_o_R_K_s_D_EP_A_R_T_M_EN_T __ .._s_HE_ET_20 ~, 40 : SPECIAL INSPECTIONS REQUIRED SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH U.B.C. CHAPTER 17. SPECIAL INSPECTIONS SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR, EMPLOYED BY THE OWNER. THE INSPECTOR SHALL BE COUNTY/CITY BUILDING DEPARTMENT CERTIFIED/LICENSED TO PERFORM INSPECTION FOR THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND/OR THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THIS CODE. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE AT LEAST 48 HOURS ADVANCE NOTICE TO THE OWNER/OWNER'S REPRESENTATIVE WHEN HIS WORK IS READY FOR ANY REQUIRED SPECIAL INSPECTIONS. SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF WORK LISTED BELOW:• 1 . 2. 3. 4. 5. 6. 7. 8. 9. FOUNDATIONS: A. COMPACTED FILL INCLUDING UTILITY TRENCHES B. VISUAL EXAMINATION & APPROVAL OF ALL FOUNDATION EXCAVATIONS. C. EXPANSION INDEX EVALUATION OF PAD CONCRETE: A. CAST-IN-PLACE CONCRETE (DURING TAKING OF TEST SPECIMENS AND SPECIAL INSPECTIONS REQUIRED (■YES ONO) 0 N/A . 0 N/A 0 N/A PLACING OF CONCRETE) EXCEPT AS NOTED BELOW. • • CONCRETE FOR FOOTINGS AND SLABS-ON-GRADE IF DESIGN IS BASED ON A COMPRESSIVE STRENGTH (f 'c) NO GREATER THAN 2500 PS I ( SEE "CONCRETE NOTES") B. C. PNEUMATICALLY PLACED CONCRETE - GUNITE & SHOTCRETE (DURING TAKING OF TEST .SPECIMENS AND PLACING OF CONCRETE), BOLTS AND EMBEDDED PLATES INSTALLED IN CONCRETE (DURING INSTALLATION AND PLACING OF CONCRETE). REINFORCING STEEL: A. PLACING OF REINFORCING FOR ALL CONCRETE REQUIRING SPECIAL INSPECTION B. PLACING AND STRESSING AND GROUTING OF TENDONS C. SAMPLING AND TESTING OF STEEL (MILL REPORTS AND IDENTIFICATION OF STEEL WELDING: A. ALL STRUCTURAL FIELD WELDING ( INCLUDES DECKING AND WELDED STUDS). B. NON-DESTRUCTIVE TESTING OF MOMENT- RES I ST I NG SPACE FRAMES . C. STRUCTURAL LIGHT GAGE METAL FRAMING. D. WELDING OF REINFORCING STEEL BOLTING; A. HIGH STRENGTH BOLTING MASONRY: A. DURING PREPARATION AND TAKING OF PRISMS AND TEST SPECIMENS B. DURING MASONRY CONSTRUCTION (PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS AND DURING ALL GROUTING OPERATIONS) INSULATING CONCRETE FILL: DURING APPLICATION AND PREPARATION OF TEST SPECIMENS STRUCTURAL STEEL: A. MILL REPORTS AND IDENTIFICATION OF STEEL (AFFIDAVIT OF COMPLIANCE). B. SAMPLING AND TESTING 3/4" PLYWOOD DIAPHRAGM: INSPECTION OF PLYWOOD PLACEMENT AND NAIL SPACING . □ N/A . 0 •• • 0 N/A 0 N/A • . 0 N/A . 0 N/A . 0 N/A 0 N/A 0 N/A .0 N/A 0 N/A . 0 N/A 10. SPRAY APPLIED FIREPROOFING: A. THICKNESS B. SAMPLING AND TEST I NG . 11. ADHESIVE ANCHORS: A. INSTALLATION 0 N/A 0 N/A 0 •• • WORK ON ITEMS, INDICATED AS "N/A" ARE NOT APPLICABLE AND DO NOT OCCUR ON THIS PROJECT. •• THIS WORK ITEM ALTHOUGH NOT SPECIFIED AS A PART OF THIS PROJECT WILL REQUIRE SPECIAL INSPECTION IF DURING THE CONSTRUCTION PROCESS THE NEED FOR THIS WORK ITEM ARISES. ••• NOT REQUIRED IF MILL REPORTS AND IDENTIFICATION OF STEEL ~AFFIDAVIT OF COMPLIANCE) ARE PROVIDED. SEE ITEM 1D OF 'DEFERRED SUBMITTALS/CERTIFICATIONS" ON THIS SHEET. STRUCTURAL OBSERVATION STRUCTURAL ABBREVIATIONS THE STRUCTURAL ENGINEER, OR ANOTHER ENGINEER DESIGNATED BY THE STRUCTURAL ENGINEER SHALL BE RETAINED BY THE OWNER TO PERFORM STRUCTURAL OBSERVATION AS REQUIRED BY U.B.C. SECTION 1702, AND AS DEFINED BY U.B.C. SECTION 220. STRUCTURAL OBSERVATION SHALL BE PROVIDED DURING THE STAGES OF CONSTRUCTION LISTED BELOW. A.B. A.C. A.C. I. A. I .S.C. ANCHOR BOLT ASPHALTIC CONCRETE AMERICAN CONCRETE INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION RAD. REF. REINF. REQ'D. RES. R.0. RADIUS REFERENCE REINFORCING REQUIRED RESERVOIR ROUGH OPENING ROUGH SAWN IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AT LEAST 48 HOURS ADVANCE NOTICE TO THE STRUCTURAL ENGINEER WHEN HIS WORK IS READY FOR STRUCTURAL OBSERVATION FOR EACH OF THESE STAGES. ALUM. A.P. I. ASSY. A.S.T.M. ALUMINUM AMERICAN PETROLEUM INSTITUTE ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS R/S SHT. SIM. SPECS. S.M.S. SQ. SHEET SIMILAR SPECIFICATIONS SHEET METAL SCREW SQUARE SPECIAL OBSERVATIONS REQUIRED (■YES □NO) A.W.S. A.W.W.A. AMERICAN WELDING SOCIETY AMERICAN WATER WORKS ASSOCIATION 1. CONCRETE: B.N. BTM. BTWN. BOUNDARY NAILING S.S. STL. STRUCT. STAINLESS STEEL STEEL 2. 3. 4. REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO PLACEMENT OF CONCRETE FOR THE FOLLOWING: A. FOUNDATIONS B. SLABS-ON-GRADE (EXCEPT SITE PAVING AND FLATWORK) C. WALLS . D. STRUCTURAL FLOOR SLABS AND BEAMS NOT SUPPORTED ON-GRADE. E. ROOF SLABS AND BEAMS. MASONRY: A. REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO GROUTING OF MASONRY WALLS STRUCTURAL STEEL: A. ERECTED COLUMN, BEAMS AND GIRDERS, PRIOR TO INSTALLATION OF ROOF AND FLOOR JOISTS, TRUSSES AND DECKING WOOD FRAMING: A. ROOF, FLOOR AND WALL FRAMING AND MEMBER CONNECTIONS, AND STRUTS AND CHORDS, PRIOR TO INSTALLATION OF SHEATHING OR ANY COVERING THAT WOULD CONCEAL THE STRUCTURAL FRAME. B. PLYWOOD ROOF, FLOOR AND WALL SHEATHING PRIOR TO INSTALLATION OF ROOFING AND ANY OTHER BUILDING MATERIALS THAT WOULD CONCEAL THE NAILING • • 0 N/A □ N/A 0 N/A 0 N/A • □ N/A . 0 N/A C. I. C. I .D.H. C. I .P. C.J. CL. CLR. CMU COL. CONC. CONT. C.R.S. I. cu. DET. D.F. D.F.T. DIA. (E) EA. EL. ELEV. E.N. EQ. EXIST. FDN. F.F. F.G. FIN. BOTTOM BETWEEN CAST IRON CAST-IN-DRILLED-HOLE CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR CONCRETE MASONRY UNITS COLUMN CONCRETE CONTINUOUS CONCRETE REINFORCING STEEL INSTITUTE CUBIC DETAIL DOUGLAS FIR-LARCH DRY FILM THICKNESS DIAMETER EXISTING EACH ELEVATION ELEVATION EDGE NAILING EQUAL EXISTING FOUNDATION FINISH FLOOR FINISH GRADE FINISH T. F. T.O.C. T.0.F. T.0.S. T.R . T.S. TYP. T.W. U.B.C. U.N.O. VERT. w/ W.P. @ & STRUCTURAL TOP OF FOOTING TOP OF CONCRETE CURB TOP OF FOOTING TOP OF SLAB TOP OF ROOF TOP OF ROOF SLAB TYPICAL TOP OF WALL UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VERTICAL WITH WORKING POINT AT AND DEFERRED SUBMIIIALS/CERTIEICATIONS FLR. FLOOR SUBMITTALS REQUIRED (■YES ONO) F.N. FRP FT. FTG. FIELD NAILING FIBERGLASS REINFORCED PLASTIC FOOT FOOTING 1. OFF-SITE FABRICATION: 2 . FABRICATORS SHALL BE CITY, ·couNTY AND/OR U.B.C. APPROVED FABRICATORS. FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE FOR ALL OFFSITE FABRICATION OF THE ITEMS LISTED BELOW: GA. GAL. GALV. GEN. G. I. GAUGE GALLON GALVANIZED GENERAL GALVANIZED IRON A. TRUSSES 0 HORIZ. HT. HORIZONTAL B. GLU-LAMINATED MEMBERS. 0 HEIGHT C. PRECAST CONCRETE. 0 D. STRUCTURAL STEEL (MILL REPORTS AND IDENTIFICATION. ■ I .C.B.O. I NT. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INTERIOR OF STEEL, AFFIDAVIT OF COMPLIANCE) E. OTHER: DEFERRED SUBMITTALS: SUBMITTAL DOCUMENTS FOR THE DEFERRED SUBMITTAL ITEMS LISTED BELOW SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. A. PREFABRICATED TRUSSES B. PRECAST VAULTS C. CONCRETE MIX D. OTHER: ___________________ _ □ □ 0 • 0 K KSI LONGIT. LT.WT. MAS. MAX. MFR. MIN. M.H. M.O. MPH No. N.T.S. O.A.E. o.c. O.D. PCF PSF PSI P/S P.T. P.V.C. RECORD DRAWINGS KIPS KIPS PER SQUARE INCH LONGITUDINAL LIGHT WEIGHT MASONRY MAXIMUM MANUFACTURER MINIMUM MANHOLE MASONRY OPENING MILES PER HOUR NUMBER NOT TO SCALE OR APPROVED EQUAL ON CENTER OUTSIDE DIAMETER POUNDS PER CUBIC FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESTRESSED PRESSURE TREATED POLYVINYL CHLORIDE "' 0 0 N '--0 __ _,.N I S-2 8 "' • ----~----1"? N These Record Drawings have been prepared based on information §< submitted, In, part, by others. While this information is believed to be e------•,:' reliable. Tetro Tech is not responsible for its accuracy, nor for ~- errors or omissions which may have been incorporated into these 1--------1c, plans as a result. C-3037 j µ::==~==Ess=,=~===r=====P=LAN=s =PRE=PA=RE=D=B=Y,=====;:;1-=-=_=_~1--L---~·:-:_-:_~:-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_~~-:_-:_~,.,.A.-?.,""PP""Ro""v"'E},--)._-~ /----,-----8-I_G_C_A_N_Y_O_N_R_E_S_E_R.JV_O_l..:R:....:.:.:.,:_--li t'<$-~!-~/:,; % ~ !~~~ ~~n~~: ~u~~~ /UT.~IES _NGII-EER 1---------------------1~ ff! ~t,.~ ~ Irvine, California 92618 R. E. 0. 46214 DISINFECTION C"A,CIUTIES ~ <>= No. 2582 '::l ?49) 727-7099 rr, c * Exp. 3/31/06 * 949 ) 727 - 7 0 97 FAX I __ (___(__~(__ __________ ----1_----1~DA~TE~~U~jb!E.~-~~~==c.-l--~l~N~S~P~E:::C~Tl~O~N~S~AN~D~~O~B5~[~RV,~'/i.~J~IO~N:'.S~--1'.:;-9-1• u .. s-1--.. "'~1: s~Rur;r,s,-t-"I?-,:,'.,. REV DATE BY DESCRIPTION APP'D DESIGNED VMR DRAWN MTP CITY OF NEWPORT BEACH W-5293-S 1' (" OF c•Ll'o DATE g " REVISIONS CHECKED DEW 10/03 PUBLIC WORKS DEPARTMENT SHEET 21 OF 40 :°: • ' 0 I m ' 0 I m ..,. I ro ..,. I ro ..,. I ro ' N '-- ..,. I ro 18'-9" 26'-3" P:Z I --------------------------A,.--------t-------r---------------t---------------------- ~TYP. TOS +15'-2" & 7 TOS + 1 5' -11 " TOS +15'-6" W8x10 po po X N ,= X N Wl 4x34 w a. g VJ __ 3 _______ ~DO ___________ r-__ .... ..,. X N ,= TYP. 3 po & W8x10 ¼ ..,. X N RIDGE. 3 7 ill j w a. g VJ FRAMING PLAN SCALE: 1 / 4"= 1'-0" Wl Ox15 DO D t DO W10 15 ' 3 TOS +15'-11" 0- <.D X st ~ X N ,= TOS +15'-2" -------------------------1 \ j TOS + 15' -6" RECORD DRAWINGS These Record Drawings have been prepared based on informotion submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. No. 2582 Exp. 3/31/0 . REVISIONS KEYNOTES:◊ 1. (E) CHLORINATION BUILDING. 2. 20 GAUGE x 1 1/2" DEEP DECK. (VERGO HSB-36 OR EQUAL). ATTACH DECK TO FRAMING MEMBERS WITH #12 SCREWS AT EACH FLUTE. PROVIDE #12 SCREWS @ 18" ALONG SIDE LAPS. #12 SCREWS SHALL BE 3/4" LONG (MINIMUM) SELF-TAPPING, SELF-DRILLING SCREWS WITH NEOPRENE WASHERS. 3. TS COLUMN BELOW. 4. INDICATES TOP OF STEEL BEAM ELEVATION ABOVE DATUM. • , -~JLNOT USED 'L" 'vv' 'v=~ 6. 3" SQUARE ALUM I ~dUM El01'1'145POUT. NOT USED 7. CORRUGATED METAL SIDING L3x3x BRACES PER ~ ~ 0 '!l ,,, "' 0 0 N 0 N S-4 s rnECKED DATE DEW "' • ..._ ____ __,-a 4-8' -6" , p :z I I, 26' -6" FF +1 '-0" +1'-4" /s-\ ~ FF s-y FF ' . + 1 • -o" ------..,_______ +1 '-4" r---.... KEYNOTES:◊ 1 . 1 '-0" DRAIN REFER TH,CK (MINIMUM) CONCRETE SLAB. SLOPE UNIFORMLY TOWARD FLOOR AND SUMPS AS SHOWN. FOR REINFORCING AND SUBGRADE PREPARATION TOC£j, '8 -r--·---r·--------"is-'---------------------;,..,,,,,___---,L......-----------------+-----------.--------'k,-------------------"..,+-~ ,-/--,'-/-----------+--------+-----+--------- ~ ' .... r---.... ' 2. 3. 4. 5. 6. 7. 8. 9 . CONCRETE CONTAINMENT WALL. ' CD N L!) ' <D I "- ' 0 I L!) I') 1-... 1F~.-------------------------+---l-,-------------------1------------+----+-----------------+-r--. CANTILEVERED TS 6x6x1/2 COLUMN. CONCRETE FOOTING FOR SODIUM HYPOCHLORITE TANK. CONCRETE FOOTING FOR AMMONIA TANK. 0 I ' 0 I . ~ ' CD I N N ~ . ' CD I CD ' 0 I <D ' I') I OJ ' m ,. . ' m _, ' I') I IO CD I . ~ . CENTERLINE . ' 0 I CD ' 0 I CD 0 I . '-U 0 I <D . FF +1'-4" FF +1' o" OF COLUMN 11 >-----¥-----c-+---1-1'-1' I ~ ........ -. ----..._ _r. 3 i r, a , I FF +1'-0" 10 FF +0'-8 1/2" ~---.-& .r -... ... I INV. -1'-6" 8 i-._ --• - -----x X l -o'-o" Ii l FF I I I I I 2 TF +1' 6" I I 3 X I} :,, ----- ~ • -hl<c T---;1----1,--1- , 2 '--_/ <G>---' I I I I I I I i 1. 6' --,.Q" .,, 6" I 1• 6" I I ---- - I 14 I I I g" I s'-o" , , 1 1 I I I 9'-o" : I .IL----1-------------Y~ ,, , I I I I, 4'-6" I, 4'-6" I. 4'-6" ·1 1 'I 1 • -0" 18'-o" 14' -6" 46'-6" FOUNDATION PLAN SCALE: 1/4"=1 '-O" I I 1 - FF +1 '-0" I 4'-6" I. 1 1O·-o· / ,JL--+--+-_..,__'_-<'11 3 I 9" I ', ', 8" 1 6'-9" . ,,. 1'-0" -~ 7r,, I I I I I //////////. I ~'.11-------1~ : ,\ - -- r l l~L _____ _ ~///////, .. -- RECORD DRAWINGS 1 0. 11 . SUMP PER DETAIL@ :::::;: ::::s;:C'.':,:,:::;: @· s,,QJ CONCRETE COVER SLAB OVER PIPE CHASE PER DETAIL@ 10" THICK (MINIMUM) CONCRETE SLAB AT TRUCK LOAC>ING AREA. REINFORCING AND SUBGRADE PREPARATION REFER TOW ROLLED CURB AROUND TRUCK LOADING AREA. ~ FOR 12. (E) CHLORINATION BUILDING. FINISH FLOOR OF (E) BUILDING IS AT +1 '-6", FIELD VERIFY . 13. TS 3x3X1/4 COLUMN. 14. CONCRETE CAISSON. 15. FRP GRATING PLATFORM. TOP OF PLATFORM SHALL BE AT +1 '-6". CONTRACTOR SHALL SUBMIT COMPLETE CALCULATIONS AND SHOP DRAWINGS FOR GRATING AND SUPPORT SYSTEM. PLATFORM SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A LIVE LOAD OF 100 PSF WITH A MAXIMUM DEFLECTION OF 1/4". PLATFORM SHALL BE DESIGNED AND CONSTRUCTED TO RESIST LATERAL SEISMIC LOADS ACCORDING TO THE DESIGN CRITERIA ON SHEET S-1. 16. CONCRETE LANDING AND STEP. CENTERED ON DOOR OF (E) CHLORINATION BUILDING. 17. SLOPE FLOOR SLAB UNIFORMLY TOWARD DRAIN/SUMPS. 18. 2" DRAIN HOLE WITH INVERT AT TRENCH BOTTOM. 19. CONSTRUCTION JOINT IN CONTAINMENT WALL. 20. PROVIDE CROSSBAR STYLE EXIT DEVICES (PANIC HARDWARE) AT ALL GATES. VON DUPRIN SERIES 88 OR APPROVED EQUAL. DATUM DATUM (0'-0") IS AT FINISH FLOOR OF CONTAINMENT AREA AND IS AT EL. 276.50. m " <O :g 0 "" ' 0 ---'"' S-3 8 "' • ~------'~ These Record Drawings have been prepared based on information o submitted, In, port, by others. While this information is believed to be '--____ __,tc reliable, Tetra Tech is not responsible for its accuracy, rior for ; errors or omissions which may have been incorporated into these '--------'□ ~p=la=n=s=as=a=re=s=u=lt=. =::;:::===============;::::=::;U--,----,,---------------,----r==,.,,,,,---------------------....l-.. c:.-.. 3:0:,:3:.,:7_--li PLANS PREPARED BY: APPROVED "' BIG CANYON RESERVOIR 0 !~~~ 2:;n~!:!: !.~~~ ~ ~~~":; i;;'.'.';~~9 92618 DISINFECTION FACILITIES ; (949l 727-7097 FAX & 12/04 RECORD DRAWINGS DATE ll "L c>~ FOUNDATION PLAN w 1-Ll.:::.~~:..+-__j.:..'.:~~~~=~-------i-__j~~=~~;=l~:!;;;;=;;;;;;..l-_____ :...::..:::..:::..:::..:..:::..:.....:....:::.:..:. _____ _J;'<l REV DATE BY DESCRIPTION APP'D DESIGNED SE DRAWN MTP CITY OF NEWPORT BEACH W-5293-S i: 1-------1.~ 1 o 03 PUBLIC WORKS DEPARTMENT SHEET 22 OF 40 REVISIONS CHF:CKE□ SOT DATE Q 1J / 1 \ ~ 13 L - 2 '----------- 2-#4 CONT. EACH~ FACE (TYPICAL) KEYNOTES:◊ 10 r0 C7 . . #6 @ 12" EACH WAY (TYP.) 20 I 4 . \ . ~ /_ . " .. / 17 1. CONCRETE SLAB AT CONTAINMENT AREA. REINFORCE WITH #5@ 12" EACH WAY IN THE TOP MAT ANO #6@ 12" EACH IN THE BOTTOM MAT. 2. CONCRETE CONTAINMENT WALL. 3. TS COLUMN. 4. CONCRETE FOOTING FOR SODIUM HYPOCHLORITE TANK. 5. CONCRETE FOOTING FOR AMMONIA TANK. 6. CONCRETE PILASTER AT COLUMN BEYOND. 7. (E) CHLORINATION BUILDING. 8. SODIUM HYPOCHLORITE TANK. MAXIMUM OPERATING WEIGHT= 68000 POUNDS. MAXIMUM HEIGHT OF CENTER OF GRAVITY= 5'-0" ABOVE TOP OF FOOTING. SEE "NOTE" ON THIS DRAWING. 9. AMMONIA TANK. MAXIMUM OPERATING WEIGHT= 7000 POUNDS. MAXIMUM HEIGHT OF CENTER OF GRAVITY= 5'-6" ABOVE TOP OF FOOTING. SEE "NOTE" ON THIS DRAWING. 10. FRP GRATING ,_, -• . 3 zV / ,........,,.......,,.......,,........,_,........,_,........, - - -----,........,_,.......,,........, ,........, ...... ,.......,,.......,,........,,........,,......., -------- -- -- -' ~---------#6 @ 12" EACH WAY (BOTTOM MAT) J - 18 "" "" '""" = '-----../ 2 I - I. I ' 1 4 >----.~) 11. SKIRT ON NORTH, SOUTH AND WEST EDGES OF CANOPY. 12. STEEL BEAM -SEE CANOPY FRAMING PLAN. 13. METAL DECK -SEE CANOPY FRAMING PLAN. 14. SUMP BEYOND. 15. CONCRETE LANDING AND STEPS. 16. CONCRETE CAISSON BEYOND. 17. PLACE SLAB ON A 2" THICK BLANKET OF CLEAN SAND. 18. 4" WIDE CONT. RIBBED PVC WATERSTOP. ' O'. N _, u . 19. #5 (x5'-o"@ 12" WHERE TOP BARS ARE INTERRUPTED BY WATERSTOP. LOCATE 3" CLEAR FROM TOP OF SLAB. 4'-o" 20. #5 ';,, @ 12". LOCATE 3" CLEAR FROM TOP OF SLAB. 11 10 ' ' r= I \ . . . \ : .. ·;•· • -' ' _·,,·t· ~111 1 ,,ll11•1' ll11•11_!__!111i__l_l111·II 11 '-...~...____ #5 @ 12" EACH I I I I I _1111 1----:1 I 1-1 I 1----:1 I 1-, ' WAY (TOP MAT) 19 ... 3 ====;:====;=c=.-.. ----- ! ! f-----I ---+---+ ! ! 18 2 -- 1 -J v--....,15 SECTION SCALE: 1/2"=1'-0" ' I \. -... - RECORD DRAWINGS NOTE; ANCHORAGE OF TANKS SHALL BE DESIGNED AND PROVIDED BY THE TANK MANUFACTURER. EXPANSION ANCHORS MAY NOT BE USED TO ANCHOR TANKS. THE CONTRACTOR SHALL SUBMIT CALCULATIONS AND SHOP DRAWING FOR ANCHORAGE OF TANKS PRIOR TO FABRICATION. THE CALCULATIONS SHALL BE WET SIGNED BY A CIVLL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. " 0 0 ~ 0 ~---,$ S-5 o ? t-------1:'-These Record Drawings have been prepared based on information ~ submitted, In, part, by others. While this information is believed to be t-------115! reliable, Tetra Tech is not responsible for its accuracy, nor for ::, errors or omissions which may have been incorporated into these >------..... g plans as o result. C-3037 cl L!:::=======:;:===============;==~L--,----,,--------------r--yA;-;;P:;;:PR,;;,D;;;:VE~D~---:---,-------------....1.-----;jg ~j>Oi'ESS t ~ No. 2582 Exp. 3/31/0 1-u..r r/?LJcNI' OF CALI PLANS PREPARED BY BIG CANYON RESERVOIR .:0- !2:~~ !.:n~~: !u~~~ 1--+---+---+-------------+--t ~~~~~k:e;==~ 1---------------------i! Irvine, CoUfomla 92616 DISINFECTION FACILITIES ~ (949l 727-7099 SECTION 'A' ~ (949 727-7097 FM / l--+.--__j_.--+-------------1--___jk;D::,AT~E;;;;.,~i;;;~~~=;;;;;.,l-------..:_::;_.:.;_::.:..:,___;,.;_T"" _____ -I ',] APP'o DESIGNED VMR DRAWN MTP CITY OF NEWPORT BEACH 1---w_-_5_2_9_3-_s_-t} CHECKED DEW DATE 10/03 PUBLIC WORKS DEPARTMENT SHEET 24 or 40 :: REV DATE BY DESCRIPTION REVISIONS ',' I 2-#4 CONT. EACH ,..---- FACE (TYPICAL) KEYNOTES:◊ 16 2 , .... V ---)_!.J~0U----,r--<.20 v _, 1 4 Y-"-..,_ 1......... ---------- 6 TYP. 4 . 1. CONCRETE SLAB AT CONTAINMENT AREA. REINFORCE WITH #5@ 12" EACH WAY IN THE TOP MAT AND #6@ 12" EACH IN THE BOTTOM MAT. 2. CONCRETE CONTAINMENT WALL. 3. TS COLUMN. 4. CONCRETE FOOTING FOR METER PUMP. 5. 10" THICK (MINIMUM) CONCRETE SLAB AT TRUCK LOADING AREA. FOR REINFORCING AND SUBGRADE PREPARATION REFER TO 6. CONCRETE PILASTER AT COLUMN BEYOND. 7. NOT USED. 8. SODIUM HYPOCHLORITE TANK. MAXIMUM OPERATING WEIGHT= 68000 POUNDS. MAXIMUM HEIGHT OF CENTER OF GRAVITY= 5'-0" ABOVE TOP OF FOOTING. 9. AMMONIA TANK. MAXIMUM OPERATING WEIGHT= 7000 POUNDS. MAXIMUM HEIGHT OF CENTER OF GRAVITY= 5'-6" ABOVE TOP OF FOOTING. 10. FRP GRATING 11. SKIRT ON NORTH, SOUTH AND WEST EDGES OF CANOPY. 12. STEEL BEAM -SEE CANOPY FRAMING PLAN. SLOPE A 22 • ' \ .... ~""'-------<. 12 \_ - ~ I • . -~\___ #6 @ 12" EACH WAY (BOTTOM MAT) 21 13. METAL DECK -SEE CANOPY FRAMING PLAN. 14. CONCRETE CAISSON BEYOND. 15. PLACE SLAB ON A 2" THICK BLANKET OF CLEAN SAND. 16. ALUMINUM RAIN GUTTER. 17. DOWNSPOUT BEYOND. ATTACH DOWNSPOUT TO tOLUMN WITH A MINIMUM OF 3 BRACKETS (AT TOP, MID HEIGHT AND BOTTOM). 12 18. PROVIDE SUNSHADE SCREEN ALONG WEST SIDE OF CONTAINMENT AREA. SCREEN SHALL BE SHADE CLOTH MADE OF WOVEN POLYPROPYLENE AND SHALL HAVE A SHADING FACTOR OF 85% AND SHALL WEIGH AT LEAST 5 OUNCES PER SQUARE FOOT. SCREEN SHALL BE COMPLETE WITH GROMMETS, TIE-DOWNS AND ANY OTHER HARDWARE REQUIRED TO SECURE THE SCREEN TO THE STEEL CANOPY FRAMING AND CONCRETE CONTAINMENT WALLS. PRIOR TO FABRICATION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE SCREEN AND ATTACHMENTS AND A SAMPLE OF THE SCREEN CLOTH. SCREEN SHALL BE THOROWEAVE 850 SHADE CLOTH AS MANUFACTURED BY THOR TARP, A DIVISION OF ODIN INTERNATIONAL, OR APPROVED EQUAL. 4,'-0" 1 9. #5 "' @ 12". LOCATE 3" CLEAR FROM TOP OF SLAB. 20. 4" WIDE CONT. RIBBED PVC WATERSTOP. 21. #5 (x5'-o"@ 12" WHERE TOP BARS ARE INTERRUPTED BY WATERSTOP. LOCATE 3" CLEAR FROM TOP OF SLAB. 22. CONTINUOUS 24" WIDE GALVANIZED FLASHING AT RIDGE. SLOPE 16 --' . --- i=.--i I I -I SECTION SCALE. 1/2"=1'-0" I RECORD DRAWINGS "' D D N ci' N .-----1-;::-S-6 D 0, • ~ 1---------lc,; D These Record Drawings have been prepared based on information t------ 4 i'il submitted, In, part, by others. While this information is believed to be Bi reliable, Tetra Tech is not responsible for its accuracy, nor for t------ 4 b errors or omissions which may have been incorporated into these 0 plans as a result. C-3037 c'i lb,====::~::===r====~~~~~F=====r=1"--r-r------------r-rPPROVE□-:--:------r-----~~~~:;,:~--;;;;~:;~;;---1i 1 ESS1 PLANS PREPARED BY: APPROVED BIG CANYON RESERVOIR ;;- ,.,/~~-~ !;,~~ ~~n~!:!: lu~~~ 1--+----1----+-------------+----; ~~~~!J,?E,:;;=='--.... --------------------!! we,. Irvin&, Collfornio 92616 DISINFECTION FACILmES ~ No. 5 2 (949l 727-7099 ~ (949 727-7097 FAX SECTION 'B' '.;!, Exp. 3/31/06 DATE • 1--+---+---+-------------.J.-__j~~;;;;;;;;;;;;±~;;;l;;~==+--------==:.:.:~.:....-=-...,.--------1~ APP'D DESIGNED VMR DRAWN MTP CITY OF NEWPORT BEACH w-5293-s i CHECKED DEW DATE 10 03 PUBLIC WORKS DEPARTMENT SHEET 25 OF 40 ° REV DATE BY DESCRIP'nON REVISIONS ------- 2x STEM WALL FORMS (WHERE -- STEM WALLS OCCUR)-FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED NOTES: 1. STAKES NOT PERMITTED WITHIN FOOTING SECTION 2. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS PROVIDED TRENCH WALLS ARE STABLE. STABILITY SHALL BE DETER- MINED BY THE ENGINEER. 6" MIN. SEE PLAN TYPICAL FOOTING EXCAVATION SCALE: N.T.S. OPENING IN SLAB---- 20" DIA. MAX. 1-#5 HOO WITH 18" LAP -CONTINUOUS CLEANOUT 2x PLANKING, TYP. ----EXCAVATION SHALL BE CLEAN AND FREE OF DEBRIS TYPICAL SLAB REINFORCING EB REINF. IN SMALL OPNGS. IN BTM. SLAB 5 SCALE: N.T.S. SIZE AND SPACING OF ANCHOR BOLTS AS SPECIFIED ON PLANS 2" CLR. MIN. NOTES: "L" -CONCRETE WALL "d" 1/2" 5/8" PROJECTION 3/4" AS REQUIRED 7/8" 1" 1 1/8" ' 'O ' "L" 4" 5" 5" 6" 7" 8" 1. VERTICAL BOLTS SHALL BE 3" MINIMUM FROM EDGE OR END OF CONCRETE AND SHALL BE TIED WITH #3 HOOKS OR HAIRPINS. 2. CONNECTIONS HA\1NG A GROUP OF ANCHOR BOLTS SHALL BE ACCURATELY PLACED USING A TEMPLATE SECURED TO CONCRETE FORMS ~TH DOUBLE NUTS. MACHINE BOLT EMBEDMENT IN CONCRETE 9 SCALE: N.T.S. BACKFILL PER - SPECIFICATIONS (TYP.) 90% DENSITY (ASTM D-698) 1'-6" EXCAVATION BELOW THESE LINES NOT PERMITTED CONCRETE FILL PIPE TRENCH. EXTEND 2' -0" EA. SIDE OF SLEEVE C.I. SLEEVE 2" LARGER THAN PIPE SLEEVE THRL) FOOTING AND PIPE TRENCH LOCATION 2 SCALE: N.T.S. LL LL o", TYP. o•, TYP. . , > ffi _, _, ~ . '' v CORNER -CLEARANCE NOTj::D IN G AS EN. STRUCT. N OTES EET ON THIS SH INTERSECTION VERT. REIN F, CONST. JOIN T WHERE SHOWN ON PLANS. PR0\1DE A CONT. BEVELED 1 1 /2" DEEP x 4" WIDE SHEAR KEY DOUBLE LAYER OF REINFORCEMENT L, = (LAP LENGTH) = PER DETAIL 2 ON THIS SHEET OR 24" MIN. __j ----o", TYP. . ' V ALT. CORNER WALL REINFORCING AT CORNERS & INTERSECTIONS 6 SCALE: N.T.S. ' <D I N ' D COVER ATTACHMENT ro PERW 0 I . - AC LINER \5) 8-#5 CONT. LOCATED AS SHOWN 2'-0" #3 r"9@ 24" #4 J@ 24" a:: #3 ~ @ 24" d ;,, 6" EQ. EQ. 3/4" CONT. CHAMFER AC PAVING RESERVOIR FLOATING COVER ANCHOR CURB 90· BEND D=8d FOR #9 AND LARGER d=6d FOR SMALLER BARS LAP PER 8 6 l I <) I I· 4d OR ' 5" MIN. 180" HOOK d LAP AND OFFSET STIRRUP OR TIE TYPICAL BAR BENDS SCALE: N.T.S. C) 1 1 /2" MIN * EMBEDDED FIBERGLASS REINFORCED PLASTIC REBATE WOOD BLOCKING-"=:-~ AS REQUIRED --SEE SPECS FOR CONC FINISH LL 0 '-' z I ~* ti: a:: w '-' 0 OPTIONAL FRP ANCHORS NOTES: 1. SEE SPECIFICATIONS FOR FIBERGLASS REINFORCED PLASTIC GRATING. 2. FIBERGLASS ANGLE REBATE TO BE CONTINUOUS AROUND ENTIRE OPENING. 3. FRP REBATE ANGLE TO BE 1/4" MINIMUM THICKNESS. 4. REBATE MAY BE EXTRUDED. 5. * DIMENSION AS REQUIRED BY GRATING MANUFACTURER. GRATING REBATE FRP SCALE: N.T.S. A 4" NOTES: E = NUMBER OF RIBS ON EACH SIDE OF EACH FACE OF WATERSTOP B C D E A F 3/4" 3/16"13/16"1 5 1 /4" C G GREEN STREAK 1/8" 702 D 1. NO CENTERBULB ALLOWED IN WATERSTOP FOR VERTICAL JOINTS. 2. ALL SPLICES SHALL BE MADE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION OR SPLICING WATERSTOPS. WATERSTOP SCHEDULE SCALE: N.T.S. PLANS PREPARED BY: ~ESSI~ (9 C9 REINFORCING LAP SPLICE SCHEDULE BAR f'c=2500 f'c=3250 f'c=4000 f'c=5000 L (inches) L (inches) L (inches) L (inches) 3 24 21 19 17 4 32 28 25 23 5 39 35 31 28 6 47 42 37 34 7 69 60 54 49 8 78 69 62 56 p?'&&tlitif@U&kilUM eettl?t@Pt11tttH1iid 1. LAPS SHOWN IN THIS TABLE ARE CLASS B, CATEGORY 3 TYPE SPLICES. LAP LENGTH IS BASED UPON SMALLER OF TWO BARS BEING SPLICED WHEN NOT THE SAME SIZE. 2. INCREASE LAP LENGTHS BY A FACTOR OF 1.3 FOR HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THIS REINFORCEMENT. REINFORCING LAP SPLICE SCHEDULE SCALE: N.T.S. --CONCRETE WALL 4 --1 1 /2" THICK FIBERGLASS BAR GRATING (McNICHOLS STS-I-6015 OR APPROVED EQUAL) z ::;: 4" .....__ 5/8" DIA. STAINLESS STEEL POWERS WEDGE-BOLT ANCHOR @ 24" MAX. 2 PER SIDE MINIMUM. INSTALL PER I.C.B.O. REPORT ER-5788 STAINLESS STEEL L3x4x 1 / 4 SUMP GRATING SUPPORT SCALE: N.T.S. RECORD DRAWINGS These Record Drawings have been prepared based on information. submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 8 0 ~ ~---l -;:-S-7 o " • 1--------'"'? fc? ,__ ____ _,o • "' '.'.;, ,__ ____ _,o C-3037 5 ,n BIG CANYON RESERVOIR 8 "' ~~ !:~~ !~n~~'. ~u~~~ ''j~~h',~,,..-,==------g 1---1---+--+-------------+--I ~ 1----------------------.1;,-' No. 2582 Exp, 3/31/06 -t.t.•1 uc;ul', F' CAI.I Irvine, California 92618 (949l 727-7099 (949 727-7097 FAX DISINFECTION FACILmES ~ i-,&~,~~12:£.:/04~---l.'..:.RE:::C::.::O::,:R.:::,D__,'.D::_::R:.::::AW::,:l:::,NG::::S::_ _____ +--~DA~TE:,;;;;;,;;;'\;;!;;~~;;;:==~1------TY.:.:..P:..:.::ICAL::.::...:D:.:El:.::.Al.::;LS=-------1~ REV DATE BY DESCRIPTION APP'D DESIGNED VMR DRAWN MTP CITY OF NEWPORT BEACH W-5293-S ~ CHECKED DATE .,__ ____ ---11,l' DEW 10/03 PUBLIC WORKS DEPARTMENT SHEET 26 OF 40 ~ REVISIONS 6-#4 CONT. -- #6D@ 12"- 6" (FIELD VERIFY) (E) CONCRETE FOOTING-ASSUMED LOCATION, SIZE AND CONFIGURATION. FIELD VERIFY ACTUAL CONDITIONS PRIOR TO BEGINNING CONSTRUCTION CONTAINMENT WALL AT E CHLORINATION BUILDING 1 SCALE: 1 "= 1'-0" 8 0 w 1 " TYP. #4 BAR AS SHOWN-TYP. 1 o" 3'-0" (E) CONCRETE -- BLOCK WALL ONE LAYER ----.. OF BUILDING PAPER '/ 1 B" #411:! @ 12" I I I I I I _________ J SAND--6" (FIELD VERIFY) -----(E) CONCRETE FLOOR SLAB EB (E) CONCRETE FOOTING-ASSUMED LOCATION, SIZE AND CONFIGURATION. FIELD VERIFY ACTUAL CONDITIONS PRIOR TO BEGINNING CONSTRUCTION CONCRETE STEPS AT E CHLORINATION BUILDING 5 SCALE: 1"=1'-0" 2-#5 CONT. 2· 2" CLR. CLR. 1 ·-0· SUMP DETAIL SCALE: 1 "= 1'-0" ' a:: N ....l (.) ' a:: "' ....J u 2'-0" SQ. 8" TYP. --1" DEEP SQUARE MESH FRP GRATING CONCRETE FLOOR SLAB ---ROUGHEN SURFACE (9 CONCRETE PILASTER --~ CANTILEVERED TS -----. COLUMN (WHERE OCCURS) 12" 2-#5r._ 12"[ TYP. VERTICAL WALL REINFORCING I \ \ \ 11-6" CONCRETE PILASTER SCALE: 1 "=1 '-0" 1/8" 1/2" RADIUS --- .,,, / 1/2" / I I / CONCRETE STAIR NOSING FULL SCALE CONTAINMENT WALL BEYOND #4 CONT. AS SHOWN ~~1 SAND PIPE CHASE SCALE: 1"=1'-0" 1'-0" 1'-6" ___.---CONCRETE CAISSON BELOW (WHERE OCCURS) CONCRETE CONTAINMENT WALL TYP. HORIZONTAL WALL REINFORCING ---+--2-#4 _J CONCRETE SLAB-ON-GRADE (9 (9 1 " DEEP SQUARE MESH FRP GRATING 8" CONC. SLAB AT TRUCK LOADING AREA r==:t.c...--ROUGHEN SURFACE-TYP. ELEV, FON. PLAN 0 I IX) TS COLUMN ...---------- CONCRETE PILASTER --- ROUGHENED SURFACE--<'"""-- 1-lilll n=.J • b 111 " I I • 12" 11 I 1, I F ,,-ill I 4-#6 ---------'I-I ----1-1------t-' ...- #4 TIES @ 18" MAX.--_ 4-#6 VERT.---------LI 1 I I I I I ~-I I I I I I I '<--------'tt+t-+--d=_:::a----1- II SAND 11 lljl --_ CONCRETE CAISSON CAST AGAINST FIRM UNDISTURBED SOIL _____ 4-1/2" DIA. (x4") WELDED STUDS @ 18" MAX. --3/4"x8" SQUARE END PLATE -I 'l I I -'f;------c11ftlaa=tt--= ' et' "' ...J u ,,_-,' - CONCRETE CAISSON SCALE: 1 "= 1'-0" ]T 2'-6" DIAMETER CONTAINMENT WALL BEYOND 3'-0" MIN, LAP ' ' ' a:: ' N ....J IX) (.) ' ' I • -----• • ----- ' = a, ' a:: .... ' SAND --• N ...J u '-" 11-1'' ' r-1 11, I I ' 112• 12" t-cl__ll I ' --#6 @ • ~ • = TOP AND BOTTOM ~ c=l 11:- ' . ,•,, ~ :::::1 I'll~ • • • 9 L PIPE CHASE PER I - ---' 11-=III=-EB COVER SLAB OVER PIPE CHASE 10 SCALE: 1"=1'-0" PLANS PREPARED BY: I I I TS COLUMN ,vc .DED --------, TO BEAM ABC· • -......_ J I I 1 1/2" J I TYP. J I I I I I I I I I : I I I I I I I I I I I I I 1/4 5/8" THICK x 9" SQUARE BASE PLATE 4-5/8" DIA. ANCHOR BOLTS w/ 3" EMBEDMENT 1 1 /2" MAX. DRYPACK CONCRETE PILASTE~ ' a.. I I I I AT CONTAINMENT TLL IX) ~ I I I I I I I I I I I I I I I I tU, tU, COLUMN BASE PLATE SCALE: 1 1/2"=1-0" ~ TOP OF PUMP PAD +1'-6" (TYP.) 1 '-6" SQ. ! ---3-#4 TIES lr 11 8-#4 L (3-EACH FACE) 12· --ROUGHEN SURFACE CONCRETE FLOOR LAB 1-'. ' ' - Ill- - ----------111 ------------' ' ---.------- SAND METERING PUMP PAD SCALE: 1 "=1 '-0" RECORD DRAWINGS be S-8 These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to reliable, Tetra Tech is not responsible for its accurocy, nor for errors or omissions which may have been incorporated into these plans as a result. C-3037 APPROVED z !2~~~ !:~~: !.~~~ t--+---+--+-------------+----1 BIG CANYON RESERVOIR No. 2 82 Exp. 3/31/0 -,. Irvine, California 92618 (949) 727-7099 (949) 727-7097 FAX REV DATE BY DATE DESCRIPTION APP'D DESIGNED VMR REVISIONS CHECKED DEW DISINFECTION FACILITIES <>3 DETAILS DRAWN MTP CITY OF NEWPORT BEACH W-5293-S DATE 10 03 PUBLIC WORKS DEPARTMENT SHEET 27 OF 40 , .... <O 0 r- "' 0 0 N --... 0 N ~ 0 0, ~ " oi 0 I-0 0-(/) 0 0 " u .~ 0, C w / 0 " 1' 0, " ~ w 0.. 0 ....J ' (f) l/) "-I D .... 0 fr' 0 f- ~ ' D (f) I w ;,. fr' ;; ' 0, .3/16 2-12 1 6 GA. CONT. EDG c FLASHING T.O.S. VARIES FROM +15'-5" TO +15'-11" (SEE FRAMING PLAN) No.8 STSMS @ 6" ---~- L3x3x1 / 4 (CONT. BETWEEN---- BEAM STIFFENERS) 6" ----:;3/'1;-;5~~2;;-_--:1;--;:2:--------'.:t'ln;;=~d 1 / 4" THICK STIFFENER-ALIGN w/ INTERSECTING BEAM 1/4" THICK CONNECTION TAB L2x2x1/4 BRACE_:~ 1/4" THICK CONNECTION TAB ~~-t--11 No,8 STSMS @ 6"------Hl(~,,f,--" srEtL tDGE BEAM .,,----BEAM-TO-BEAM ~ CONNECTION PER \J ,,..--METAL ROOF DECK STEEL BEAM 3/16 -----1/4" THICK CONNECTION TAB ---L2 1/2x2 1/2x1/4 BRACE LOCATED AT EACH STEEL BEAM WHICH FRAMES INTO EDGE BEAM CONT. L4x4x1 / 4 ------..:----'ls- CORRUGATED METAL SIDING TO MATCH ROOF DECK BOTTOM OF SKIRT + 11 '-6" (TYPICAL) CANOPY SKIRT SCALE: 1 "= 1 '-0" 1 1 /2" 3-3/4" DIA. BOLTS_.--+--._ 3/8" SHEAR TAB W12x BEAM-~ 2" - - - - - - - - - - -i--Tf.,0-- • .,., -----------f----i7r- 1/4 2· I I I I I I I I I I I I I I I I I I I I I I 5/8" THICK CAP PLATE w/ 4-5/B"-- DIA. BOLTS-WIDTH OF CAP PLATE SHALL MATCH WIDTH OF BEAM 1/4 1/2" MAX. 3" COLUMN TO BEAM CONNECTION SCALE: 3"= 1 '-0" NOT USED SCALE: -----,I, I CB 1/4 -----W10x BEAM ,,---W14 OR W12x BEAM ---~1 1/2" TS COLUMN 4 3" STEEL GIRDER -STEEL BEAM STEEL BEAM CONNECTION N SCHEDULE THREE>---,---,---,--______ SIDES 3/16 1/4" THICK x 6" WIDE BENT PLAJE w/ 2-3/4" DIA. BOLTS C8x -..__ METAL SKIRT SIDING C8x 1 1/2" I " -METAL SKIRT ---SIDING CONT. 2"x2" 18 GA. GALV. CORNER STRIP --tc----- --+------ BOLTS-FOR SIZE & QUANTITY, SEE STEEL BEAM CONNECTION SCHEDULE I I I I I I ---7 r-, ' ' ' ' ' ' ' ' ' 0 2" ' ' ' ' 2" SEE STEEL BEAM "------< CONNECTION Ws SCHEDULE FULL DEPTH SHEAR PLATE-FOR THICKNESS ("T") SEE BEAM CONN. SCHEDULE BEAM No. OF BOLT SIZE SIZE BOLTS (DIAMETER) W8x 2 3/4" W10x 2 3/4" W12x 3 3/4" W14x 3 3/4" NOTE: RAKE SHEAR PLATE SO THAT STEEL BEAM CROSS SLOPE MATCHES SLOPE OF GIRDER. CANOPY . SKIRT CORNER-PLAN VIEW 2 BEAM TO BEAM CONNECTION 3 SCALE: 1 1/2"=1'-0" FOR BALANCE OF --- INFORMATION SEE LD ~ I I CORRUGATED METAL SIDING ---T TO MATCH ROOF DECK L2x2x1/4 BRACE - @ 8'-0" MAX. I 1/4" THICK CONNECTION TAB _ __L-----tt No.8 STSMS @ 6"~ CONT. L4x4x 1 /4 STEEL EDGE BEAM \ \ ,---METAL ROOF DECK 5/8" DIA. BOLT -TYP. - 1/4" THICK CONNECTION TAB ~L3x3x1/4 BRACE @ 8'-0" MAX. --:;-:-----------------L3x3x1/4 BRACE @ 8'-0" MAX. / ./ SKIRT BRACING ALONG WEST EDGE OF CANOPY 5 SCALE: 1 "= 1 '-0" _,.,-----._WBx OR W10x BEAM SCALE: 1"=1'-0" NOT USED SCALE: NOT USED SCALE: RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as o result: NOT USED SCALE: NOT USED SCALE: REVISIONS T 1/4" 3/8" 3/8" 3/8" WELD SIZE (Ws) (INCHES) 1/4" 1/4" 1/4" 1/4" 00 .. co -"' 0 0 N '--. 0 N '--. S-9 " 0 ~ I ~ ( I -u ► 0 -ri 0 < f'l :=E I 0 Al I I I I I I I / I ·~ I --..._ ~ ,i • I 11 UJ I I '8':. \\}f' ~~~ 1 t;} I 0 \\ I I • • • 1 I I 1 ,l:: I I I I I ,l:: I I /t/ // / \\; p 1 PCP -u -u f'l 3"C-6#4. 1#8G, 2#10, 1#10G 3"C-3#6, 1#10G, 6#12 I I I I I I II I 0 □ <t>+-3"C-6#4, 1 #BG, 2#10, 1#10G p fJ 1 ANO 6#12 I I I I I I I I \ ffi a SP-2 D ,,J.fl /~CC BLOG---,_ 3"C-6#4, 1#8G, 2#10, 1#10G 3"C-3#6, 1#10G, $#12 3"C-3#8, 1#10G, 6#12 PB# 13 PB# 14 ffi PCP 3"C-6/14, 1 #BG, 2#10,1#10G 3"C-3f/6,2f1 OG,3#8, 15#12, 1f/12G MX-1 SP-3 / -- CJ D □ CJ IA_ '\_SAMPLE PUMP UNDER THE WATER 1YP 2 CJ SP-4 ------------- ELECTRICAL SITE PLAN 1 "=60'-0" - ----0 60 120 CHLORINE@ ANALYlER STATION E-6 3"C-3#4/0, 1#1/0G 3"C-27#12, 1;f12G PCP I I I [ID □ I I ;:: I lYP.I 0. I I / I 3"C-3#4/0, 1fj1/0G 3"C-24fj12 (12 SPARE) ----PB# 10 & \~~ 1•c-3#10,1#10G, 6#12 CJ PB LEGEND CONCRETE PULLBOX WITH CAST IRON TRAFFIC COVER 14"x24"x18"0 U.O.N. PUMP OR MIXER CONTROL PANEL, NEMA 4X ENCLOSURE UNDERGROUND CONDUIT(S) CABLE ON THE FLOATING COVER CABLE LAYING ON RESERVOIR FLOOR NOTES GENERAL: THE CONDUIT(S) IN RESERVOIR PERIMETER ROAD SHALL BE ROUTED ALONG THE NEW EXTENDED PART OF. ROAD, SEE CML DRAWING FOR COORDINATION. (D 3/110, 1f/10 WATERTIGHT MARINE CABLE ROUTED ON THE RESERVOIR FLOOR I THE WATE ___________ 1 __________ 1YP._4~~ 3"C-6/14, 3"C-3/16, @ 3#10, 1#10G WATERTIGHT MARINE CABLE ROUNTED ON THE FLOATING COVER t-@ □ I \ RESERVOIR rLOATING COVER = [] I I Cl I = SP-5 2>--=>t- I I I I I I I I I I I I / I I I 3f/8, 6#12-__,-- 111 \\\I\\ I SUMP PUMP ON THE COVER TYP. 6 C7 6#4, 1#BG "C./-3#6, 1 #1 OG, 6/112--..... I I □ 3"C-6#4, 1 #BG @ 3(/12, 1#12G WATERTIGHT MARINE CABLE ROUNTED ON THE FLOATING COVER © ® 1 "C-3#10, 1#1 OG 3"C-250KCM, 1 (/2/0G 3"C-3fj4/0, 1 fj1/0G 2"C-6#4, 1 §BG 2"C-3#6, 3fJ8, 3#12, 2#10G, 1#12G 2"C-2/110, 1f/10G, 6f/12, 1(/12G 3"C-3#250KCM, 1 #2/0G 3"C-60#12 (24 SPARE) 3"C-4#TSP J"C-SPARE J"C-3#250KCM, 1 #2/0G 3"C-SPARE J"C-60#12 J"C-4#TSP & @ 1"C-2#10,1;f10G STUB OUT FOR IRRIGATION CONTROLLER 3"C-3;f4/0, 1(J1/0G 2"C-6{14, 1 #BG NQIE: 2"C-3#6, 3#8, 3#10, 2#1 OG @ 1 1/4"C-4#TSP ffi 1"C-18{112, 1#12G ALL PULL BOXES ARE WITHIN 200' OF EACH OTHER . THE ELECTRICAL CABLE FOR THE SUMP PUMP SHALL BE LOCATED ON TOP OF THE FLOATING COVER AND NOT ON THE FLOOR OF /\ THE RESERVOIR. . ~ RECORD DRAWINGS These Record Drowings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for its accurocy, nor for errors or omissions which may have been incorporoted into these plans as a result. E-1 srl.\.E: ~-~ ~r ---=~~;::--7----;::;-;,;::~::-----7-,-"T-T----------7-7mwv1"0-----r-----------L......::.c_-3:..:o~3-7---l PLANS PREPARED BY; APPROVED BIG CANYON RESERVOIR G s. P4 ~ TETRA TECH, INC. 5 12/04 JSP RECORD DRAWINGS ~ 16241 Laguna Canyon Rood, Suite 200 f--'='b\,c='-f--f--1------------l----l ~~~rhf,~iif'=:___ t--------------------1 [16392 z Irvine, ColWornio 92618 , 5/04 JSP DISINFECTION SYSTEM REDESIGN ELECTRICAL SITE PLAN ,.,_ fTl (949) 727-7099 ~ 4 (949) 727-7097 FAX 06/YJ/05 ,. •tcn1t~" OF C/>.L\\ 2 1/08/04 REVISED PER ADDENDUM NO. 2 REV DATE BY DESCRIPTION REVISIONS DATE APP'D DESIGNED SE WI/PJ CITY OF NEWPORT BEACH w-5293-s CHECKED SDT DATF 10/03 PUBLIC WORKS DEPARTMENT SHEET 29 OF 40 7 " Cj 0 ~ "' 0 0 "' "- 0 '-.. m 0 "' • " Q "' w w / D I D <( I u / "' "' 0 "' 0 "' 0 / z ELECTRICAL SYMBOLS -SINGLE LINE DIAGRAM @ @ © VJ,A,J ,.,,..,.,.., [EJ-l o-i l8li @ ® ----IID- -IM}- ----!0- --<>--- .t::.. y [ID !SST! !VFD! coo 8 -IE-- ~xx METER AMMETER VOLTMETER AMMETER SWITCH VOLTMETER SWITCH CURRENT TRANSF,ORMER, (3) INDICATES QUANTllY POTENTIAL TRANSFORMER, (3) INDICATES QUANTllY POWER TRANSFORMER CIRCUIT BREAKER 100AF = FRAME RATING IN AMPS 50AT = TRIP RATING IN AMPS MOTOR CIRCUIT PROTECTOR JOA-CONTINUOUS-CURRENT RATING ~r~-EJ1,CLT~BlO~oW-~~s~~~u~li~JN~b~1f0 RV=REDUCED VOLTAGE STARTING 2S, 2W = 2SPEED, 2 WINDING SWITCH FUSE, RATING AND QUANTllY INDICATED OIL FUSE CUTOUTS DISCONNECT SWITCH "F" INDICATES FUSED, SEE PLANS FOR RATING DISCONNECT SWITCH COMBINATION STARTER AND DISCONNECT SWITCH, SIZE f 1 U.O.N. \•_ MOTOR, 10 HORSEPOWER GENERATOR KEY INTERLOCKING OF EQUIPMENT MECHANICAL INTERLOCKING OF EQUIPMENT ELECTRICAL INTERLOCKING OF EQUIPMENT DRAW-OUT lYPE EQUIPMENT SURGE ARRESTER GROUND DELTA CONNECTION WYE CONNECTION SOLID STATE STARTER SOLID STATE TRIP VARIABLE FREQUENCY DRIVE POWER MONITOR ' PHASE VOLTAGE RELAY POWER FACTOR CORRECTION CAPACITOR DISCONNECT SWITCH, F = FUSED NF -NON-FUSED XX = AMP RATING SOLID MOTOR CONTROLLER ELECTRICAL SYMBOLS -SCHEMATIC DIAGRAMS NORMALLY NORMALLY OPEN CLOSED -II- _l_ 0 0 ....L 0 0 ""1:::-!' T ""V .ci...L...a. .J..g_ <><:rf1 T °1:" °";f1 0 :--0 ® @ ® o-1\,-o O' [):) [_fuij -a:::J]- £!I DEVICE CONTACT TIMED CONTACT CONTACT ACTION RETARDED ON ENERGIZATION TIMED CONTACT CONTACT ACTION RETARDED ON DE-ENERGIZATION PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT PUSH BUTTON SINGLE CIRCUIT MAINTAIN CONTACT LIM IT SWITCH LIQUID LEVEL SWITCH PRESSURE OR VACUUM SWITCH FLOW SWITCH TEMPERATURE SWITCH SELECTOR SWITCH MANUAL MOTOR STARTER MOTOR OVERLOAD HEATER CONTACTS MOTOR OVERLOAD HEATER PILOT LIGHT R=RED, W=WHITE, G=GREEN, A=AMBER PILOT LIGHT, PUSH TO TEST R=RED, W=WHITE, G=GREEN, A=AMBER RELAY TIME DELAY RELAY STARTER COIL SOLENOID OPERATED VALVE 120V, SINGLE PHASE MOTOR BELL OR BUZZER ELAPSED TIME METER FUSE CONTROL POWER TRANSFORMER GROUND WIRING IN MOTOR STARTER FIELD WIRING WIRE TERMINAL IN MTR. STARTER ELECTRICAL ABBREVIATIONS ELECTRICAL SYMBOLS -PLANS ELECTRICAL SYMBOLS -PLANS CONT. 1 o 1 0 IQ □ • [I] [EJ-l o-i SEE LIGHTING SCHEDULE FOR LIGHTING FllCT\JRE SYMBOLS LIGHTING FIXTURE IDENTIFICATION 'A' DENOTES TYPE, '2-40' DENOTE QlY & WATTAGE RECESSED FLUORESCENT FIXTURE AND J-BOX ABOVE CEILING WITH MAX 4 FT. FLEX CONNECTION FLUORESCENT FIXTURE AND OUTLET CEILING/PENDENT FllCT\JRE & OUTLET • WALL MOUNTED FIXTURE & OUTLET • RECESSED LIGHTING FIXTURE NIGHT LIGHT OR EMER. CIRCUIT SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE WAY SWITCH "b" DENOTES OUTLET CONTROLLED KEY OPERATED SWITCH MANUAL MOTOR STARTER MECHANICAL TIME SWITCH • • •• •• •• •• •• •• DUPLEX RECEPTACLE • DUPLEX RECEPTACLE -GFI •• DOUBLE DUPLEX RECEPTACLE • DUPLEX RECEPTACLE -FLOOR MOUNTED SINGLE RECEPTACLE 250V SINGLE RECEPTACLE PANEL OUTILET lYPE AS NOTED JUNCTION BOX THERMOSTAT OUTLET + 66" UON CONTROL STATION SEE SCHEMATIC DIAGRAM TRANSFORMER - WALL MOUNTED UNLESS NOTED. HANDHOLE, PRECAST CONCRETE SIZE AS NOTED. PULLBOX, PRECAST CONCRETE SIZE AS NOTED MANHOLE, PRECAST CONCRETE SIZE AS NOTED DISCONNECT SWITCH, FUSED 30A, 3P U.O.N. DISCONNECT SWITCH, NON-FUSED 30A, 3P U.O.N. • • • COMBINATION STARTER AND DISCONNECT SWITCH, SIZE #1 U.O.N. TELEPHONE OUTLET COMMUNICATIONS OUTLET GROUND WELL GROUND ROD CONDUIT FILL TABLE l@ tP-1 ,;-A-1,3 ~ ' Ill #10 Iii CONDUIT DESIGNATION SEE CONDUIT SCHEDULE HOMERUN TO PANEL A, CIRCUITS 1 AND 3 CONDUIT IN SLAB OR UNDER GROUND CONDUIT CONCEALED UON DENOTES QUANTITY OF #12 CONDUCTORS WIRE SIZE OTHER THAN /112 ••• ••• ••• --G - -GROUNDING CONDUCTOR 30" BELOW GRADE --G-r ---T--- ------;;> ,O' @] 00 liiiii 0 -------0 +12· e []:.) DJ rn ® ® ~ • .. ..... NOTES: - EXOTHERMIC WELD CONNECTION TELEPHONE CONDUIT, 3/4"C OUN CONDUIT RISER CONDUIT DROP CONDUIT STUB-OUT AND CAPPED EQUIPMENT FLEXIBLE CONDUIT CONNECTION CONDUIT SEAL MOTOR CONNECTION UNIT HEATER MOTORIZED VALVE PANELBOARD TERMINAL CABINET SEE NOTE INDICATED INDICATES HEIGHT FROM FINISHED FLOOR GRADE TO CENTERLINE OF DEVICE FIRE ALARM MANUAL PULLSECTION FIRE ALARM BELL FIRE ALARM HORN FIRE ALARM HORN/BELL AND STROBE LIGHT HEAT DETECTOR SMOKE DETECTOR END OF LINE RESISTOR + 18" UON + 48" UON PROVIDE ONE GND CONDUCTOR OF SAME SIZE, NOT SHOWN IN CONOIUT. SEE CONDUIT FILL TABLE FOR CONDUIT SIZE. A AC AFF AFG AICS AMPS AWG AF AT ATS BC C CB co CKT CPT CT DB DC DWG EG ELEV ENCL EP ETM EXIST FACP FLEX FLUOR G, GND GFI GFR HH HID HOA HP HPS HVAC HZ INCAND JB KA kcmil KVA KW LA LOS LS LTG MA MAX MCC MCM MH MIN MTD MTG N NC NEC NO NO. NTS OL'S p PB PH PS PT PVC REC REQ'D SHT SP SST STD SW TB TEL TEMP TSP TST lYP UG UON V vs w WP XFMR AMPERES ALTERNATING CURRENT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERES INTERRUPTING CAPACllY, SYMMETRICAL AMPERES AMERICAN WIRE GAUGE AMPERE FRAME AMPERE TRIP AUTOMATIC TRANSFER SWITCH BARE COPPER CONDUIT CIRCUIT BREAKER CONDUIT ONLY CIRCUIT CONTROL POWER XFMR. CURRENT TRANSFORMER DIRECT BURIED DIRECT CURRENT DRAWING ENGINE GENERATOR ELEVATION ENCLOSED EXPLOSION PROOF ELAPSED TIME METER EXISTING FIRE ALARM CONTROL PANEL FLEXIBLE FLUORESCENT GROUND GROUND FAULT INTERRUPTER GROUND FAULT RELAY HANDHOLE HIGH INTENSITY DISCHARGE HAND OFF AUTOMATIC HORSEPOWER HIGH PRESSURE SODIUM HEATING, VENTILATING, AND AIR CONDITIONING HERTZ INCANDESCENT JUNCTION BOX KILOAMPERES THOUSAND CIRCULAR MILS KILOVOLT-AMPERE KILOWATT LIGHTNING ARRESTER LOCKOUT STOP PUSHBUTTON LI MIT SWITCH LIGHTING MILLIAMPERE MAXIMUM MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MANHOLE MINIMUM MOUNTED MOUNTING NEUTRAL NORMALLY CLOSED NATIONAL ELECTRICAL CODE NORMALLY OPEN NUMBER NOT TO SCALE MOTOR OVERLOAD CONTACTS POLE PUSHBUTTON, PULLBOX PHASE PRESSURE SWITCH POTENTIAL TRANSFORMER POLYVINYL CHLORIDE RECEPTACLE REQUIRED SHEET SPEAKER STAINLESS STEEL STANDARD SWITCH TERMINAL BOARD TELEPHONE TEMPERATURE 1WISTED SHIELDED PAIR 1WISTED SHIELDED TRIAD TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED VOLT VARIABLE SPEED WATT, WIRE WEATHERPROOF TRANSFORMER MAXIMUM NUMBER OF CONDUCTORS 1. THIS DRAWING CONTAINS STANDARD SYMBOLS. NOT ALL SYMBOLS SHOWN ARE USED ON THIS PROJECT. IN TRADE SIZES Of CONDUIT OR TUBING 2. CONTRACTOR SHALL PROVIDE ALL NEEDED CHANNELS, ANGLES ETC. TO SUPPORT THE LIGHTING FIXTURES IN THE LOCATIONS SHOWN ON THE DRAWINGS. CONDUCTOR SIZE (AWG) CONDUIT TRADE SIZE (INCHES) 1/2 3/4 1 1 1/4 2 14 6 10 16 29 65 3. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBER(S) OR USE ANY ATTACHMENTS THAT WOULD IMPAIR THEIR ---+---1-----j----+----+---l STRENGTH. • 12 4 8 13 24 53 4. CONTRACTOR SHALL DESIGN THE SUPPORTS IN BETWEEN THE STRUCTURAL SUPPORT MEMBER(S) AND SUBMIT THE DESIGN AS A SHOP DRAWING SUBMITTAL. 10 4 6 11 19 26 "' 8 1 3 5 10 12 f--------.10 0 N . ' f--------.10 ' C> >---------.10 C-3037 C> r-LW)~f~ES~s~, ;:_-=-,-r---;;PLAN:;;;;S-;;P:;;;RE;,PA;;R~ED:-;B;Y,----7:::_.-r:::_.-r:::1:::::::::::::::::::::::s:::!A\Fl~P;'F,R'mo~ii"rnO:--;:-~---T--~B;,;IG~C;::A~N~Y;;O~N:;--;:;R:;:E:;;:S:;;E:;R;V:O~IR;----7; g,~1~G S. ,O~ ~ ~ !;,~~ ~~n~~: ~u~~; +'(~T.~9c~·.jf'-':Nt~;IN":;•~~ER~=-1--------------------tt ~ ~ No.E16392 -Irvine. California 92615 R .. l. C. 46214 ELECTRICAL SYMBOLS 0 L ~~=--~ ~~~~~~-~ (949) 727-7097 FAX DATE 111 ...... , ... ~ AND ABBREVIATIONS :l • Ex~.-06/30/05 .. 1--+--+--+-------------l---l~~;;;!!t;!;;!;i:~==~1-----...::...-=-...::...:..:..__:...::......::.....;,... _____ -,1~ ~,:'tcrR1ct-j~'" REV DATE BY DEscRIPTI0N APP'o oEsicNrn SE DRAWN VNPJ CITY OF NEWPORT BEACH w-5293-s :g ~ ,~/ ------:!; or c~l\ REVISIONS CHEC-<C:D SDT DATE 10/03 PUBLIC WORKS DEPARTMENT SHEET 30 OF 40 --;; i ·-7 EXISTING EXISTING ZONE IV MAIN SWITCHBOARD -MSB IY 800A, 277 /480V, 3!0, 4W ,1-7 I I I I )~ I 3P i I L DISJRIBVJIPN PANEL -DP SPARE i I L DP-RJ 225A BUS, 4BOV,3!0,3W ~)200A 3P I) 20A I) 20A I) 20A 3P 3P 3P I) 20A 3P I) 20A 3P I)™ 3P I)™ 3P I) 20A 2P 7 I) 100A i J i I) 20A 3P I) 20A 3P DP-R2 225A BUS, 480V,3!0,3W I) 20A I) 20A I) 20A 3P 3P 3P 7 I) 20A I 0 3P _J SPARE I I SI.AB BOX SCE XFMR I I SST I EXISTING 2-3"C P02 P05 / EXISTING PULL BOX P06 MOV'S CRESERVOIR P15 !--at> I. .I I C.W. PIPE GROUND ROD _J P01 ,-- 1 I L ______ ----------~ EXISTING 2-3"C /\ Ln P04 P13AJ--<J> & NOTE 4 £ PS1 EXISTING 2-4"C 1 ,7 EXIST. P07 1--<1> P08 1--<1> P09 1--<1> P10 1--<1> P12BIJ--<I> P13B~~ P14 1--<1> P17 J--<J> P18 P19 ~= P20 r-1> MCC-4 I _, I 125A EXIST. 65KW Lt-_J 3P EM GENERATOR I 1 ,,.~ -=_ • 7 ,--17 . I G L___: 'o.-----ri ) I EXIST. L '-/ J TRANSFER '-_ -L _{_ J SWll'CH I I ,-1-7 I EXIST. I I PANEL I I A I L_I _ _J I v.k EXIST rvy::r, 37.5KVA I ', TRANSFORMER I +480-120/240V ,-1-7 CONT. PANEL MIXER #1 CONT. PANEL MIXER #2 CONT. PANEL SUMP PUMP #1 CONT. PANEL SUMP PUMP #2 CONT. PANEL SUMP PUMP #3 CONT. PANEL SAMPLE PUMP #1 CONT. PANEL SAMPLE PUMP #2 PANEL "LA" PULL BOX 1· c.o. ---4 FUTURE USE CONT. PANEL MIXER #3 CONT. PANEL MIXER #4 CONT. PANEL SUMP PUMP /14 CONT. PANEL SUMP PUMP #5 CONT. PANEL SUMP PUMP #6 I EXIST. I PANEL I PANEL C I B I SINGLE LINE DIAGRAM ED ,___ 35• -~-25" ------ MSB ----/71 ,,, ,,, I -~;::7 I NOTE #2---7"':cr-~----..,_,, ,,,;,,, I I ,,,--.,J-., I I ,,, / I j-------------+1 I I I I I L1-__ II I I I I I I I I I I I I I I I I I 1-----------1 I I r1--I I I I I I I I I I I I I I I I I ,,) I I ___ J,,. !---j----l / / @ @ □ MAIN - -J,. / L __ _J ~--EXISTING WEATHERPROOF ENCLOSURE P21 ,<G \135• I ~i~ / ~ ~--EXIST. MCC TO REMAIN ,-----, I i--.-------'lc...,...-1 I I I I I I I I WEATHER-PROOF I ENCLOSURE~ I I I I I I I MAIN • 0 "' -'--,:r;;_,. I ,,,,,. ~-~ :::::. ________________ .J,,,. ~-CONCRETE PAD 4.LrL---------f" ------CONCRETE PAD I MSB-ZONE IV DP -- ELEVATIONS N.T.S. EB NOTES 1. GENERAL: ALL MOUNTING HARDWARE SHALL BE 316 SST. 2. REPLACE EXISTING 600A SERVICE WITH NEW BOOA SERVICE. MATCH PHYSICAL DIMENSION WITH EXISTING. MAINTAIN EXISTING WIREWAY AND CIRCUIT CONNECTION ON BACKSIDE. DISCONNECT AS NECESSARY FOR NEW SERVICE INSTALLATION. 3. P~OVIDE APPROVED CABLE(WIRE) CONNECTOR TO REDUCE INCOMING WIRE SIZE FROM /16 OR LARGER TO #10AWG FOR CONNECTION TO CIRCUIT BREAKER. r"'V--V--"'v'....,,,--v----v----v-~- 4• GROUND ROD IN 30"X30" PULLBOX FOR TRANSFORMER. N.T.S. f-~-------,--,----H 48"X48"X3/B"D ALUMINUM r I I I I BACKPLATE ----t--t .. UNISTRUT----. UNISTRUT ANCHOR BASE PANEL DP-RJ NEMA 3R 316 SST NOTE 3 XFMR I NEMA 3R I 316 SST I \.,N~O;;TE~4~: ffi : I --~, I PANEL I LA I NEMA 3R I 316 SST I J I ' RECEPTACLE GFI, WP , CONCRETE PAD DP-R1 UNISTRUT--- UNISTRUT ANCHOR BASE PANEL DP R2 NEMA 3R 316 SST. NOTE 3 L-------~-1 DP-R2 ANCHOR & GROUT E-3 ..,. N 0 "' 0 0 N ----0 ----m 0 C-3037 ~ r--~~-i----;:::;;-;;:;;~;---~7""7""7""------r7°APiPROVE5";-:-.----i------;::~~:;--;:;;;;.:=::--,i I PLANS PREPARED BY, APPROVED BIG CANYON RESERVOIR :s !2:~~ c:ny:n~!:!: 1u~~~ l--+--+--+-------------t---1 .:.~~~~Gl'.J.NE~ER~='---1-----------------,-------1~ Irvine, Colifomia 9261B 46214 SINGLE LINE DIAGRAM 0 (949) 727-7099 c3 (94-9) 727-7097 FAX / ,;; ~~5d.+1_::2:__:_04+, J_:::S:__P +R:_EC::::O:::_R:_::D:_:::,DR~A.::_W:_::IN.:_::G:_ _____ --4_--4~D::;;AT.;.E ;;;;;.;;;;;;l;;;;l;j;;!;~~;;;;;;;;=;.j..------___,,-------,-,-------,--~3, APP' □ □EsicNED SE O AWN WVPJ CITY OF NEWPORT BEACH __ w_-_52_9_3_-_s _g CHECKED SOT DAlE 10/03 PUBLIC WORKS DEPARTMENT SHEET 31 OF 40 i REV DATE BY DESCRIPTION REVISIONS cl • ' I 0- (~ ~ I ~ EXISTING EXISTING EDISON MCC BUILDING COMPANY TRANSFORMER~ v---EXISTING MCC-4 .,_ ____________ @ DISTRIBUTION .. D l PANEL -DP NEMA 3R . I\ !\ 7 I I ? J '' -i I I I I ' I ' I I +-----@ I ' 'P02 P03 I I I I I I I l ---- EXISTING PULL BOX ' ' I P06 I P05 I . I I SERVICE PEDESTAL AREA PLAN 1 SCALE: 1/4" = 1'-0" ~ 2 1 0 1 2 3 4 tiQIE; 0 REPLACE EXISTING 600A SERVICE WITH NEW 800A SERVICE. MATCH PHYSICAL DIMENSION WITH EXISTING. MAINTAIN EXISTING WIREWAY AND CIRCUIT CONNECTION ON BACKSIDE. DISCONNECT AS NECESSARY FOR NEW SERVICE INSTALLATION. 28#14, 2#12G TO CP. 120V POWER FROM CONTROL PANEL CP. r I I I I I I I I ~ I I I I I I I I L ' o-- 'i' I I I " 0-· --l I I I ' ' I . ' 7 I I I I y ~ I I ' I ' I I I I -l I y I V I I I I I I I I •-L---I _J \ \__ TO RESERVOIR SEE DWG E-1 FOR CONTINUATION EXISTI NG 111 CES ZONE SERVI ~ 'PS1 '-. ) EXISTI WEATH ENCLO NG @ ER-PROOF E 3 SURE - TO OPERATION BUILDING SEE DWG E-6 FOR CONTINUATION c:: = = = F==~;;;;~-l---MOV-2 MOV-1 OV-4 OV-3 . . .• ."' ;-... MOV ----,. ."'. CONTROL . _ .. ' STATION, • TYP . • ... . • .. • cP@ . ' TO .. • SECTION A SCALE: 3/8" = 1 '-o• I I I I I I I I I ! I I ! LOCAL CONTROL STATION (TYP)~ \ 8#14, 1#12G-# ;; . . . M MO' 141 11 111 • ..... ) 0 14#14, 1#12Gi----Ji:_ __ TO C" C'Z I I ,-,- ,-,- I • I 11 11 11 rt ,... 1 1 J-2 HP '!-J f I / SAMPLE PUMP ~Ii/ SA-3B llJJJ, .+--(E) PAN'E,,,--lB'·,---rfr V @ UPPER LEVEL ~ !'-----A-_.A_ TO PANEL 'B' -~ rt>. 4>-l/r-fl~H+tl---1-1 / 2 "C-2 # 1 0. 1 # 1 2G \..':L,J TO PANEL B, CIRCUIT #21 30A/1P A A A A ,-PUM, ..1 -120 VAC ~M , , ,J ' • -,I' ... -- - ---~r-...J'~ -► I ~ ~ -i---- I . I I A / --....___,_ I -l'v I I\ I; ~ -'--V ~I/ SAMPLE PUMP SA-3A ~II ,- II . I I • & OPERATION BUILDING BASEMENT PLAN 2 SCALE: 1/4" = 1'-0" E-4 <:'; ,----~---10 "' r-------18 N -...._ r-------10 -...._ 0, ,...._ ____ __,o C-3037 a, ~ r--:::;;;~;;:;:::---T----;;~;-;;;~;;--;;-----7-7-7r-r-----------T-----rA:PiPP":'sR:ii-□v7i'c□o--:-~---.----;:::::-::::::::::::--;:;::::;;:::::::::-----,~ PlANS PREPARED BY, BIG CANYON RESERVOIR 8 J2:~~ 2::n~~: !u~~~ & ~ Irvine, California 92618 5 12/04 JSP RECORD DRAWINGS SERVICE PEDESTAL AREA SJ (949) 727-7099 ~ (949) 727-7097 FAX ◊ 5/04 JSP DISINFECTION SYSTEM REDESIGN AND OPERATION BASEMENT PLAN '° 1--'=a.::,.=v=4--+--J------------+----+-,-,,,,,,.,,..,..-'--r-±,=---+------------r---------i! REV DATE BY DESCRIPTION CITY OF NEWPORT BEACH W-5293-S 0 ------i PUBLIC WORKS DEPARTMENT SHEET 32 OF 40 -;; REVISIONS DATE_\\ ~ c>"?. APP'D DI SIGNf f) DRAWN SE WVPJ CHECKED DATE SOT 10/03 • I I : ~ : ,I --t~1il: ~ i ' 3 I I 11i-__ I ltw I AM-4 ' - A C29), S30)f 4 -- I - ' t - I ' -~~ I ., I ----l lie I I I I ) ) AM-3 - ', ' ! I I I 1 ! I I: I IAC:Z9) ' I I ~3[})1 I ' ---~ 111-'--------- 3>-~P - • (C43 - AM-2 ~ A C29 i~;v V V • r -- --IH_ ___ _ >----( C2 7 AM -1 - ,,-s2s , _____ ,,,, - ◄---- r,,_ _ _._, E' z: I POWER PLAN 1 SCALE: 3/8" = 1'-0" "' V LIi-.) Ul-4 CJ c::: ' --I--. -J-\ -d ) ~ ...., ..,. ' (C43 £ TYP 3 r I • • SV-2 SV-3 I I -I i I I I _I __ J I I , ____ I ' 11 11 I I I I H-tttt-t++++lH-fl I I.........,.....,"" I L ____ _J I PANEL "C" 1 " C. 0. -~ ~-""/"" TO EXISTING r,:;\2 ---PANEL "B" ~ @) 2" C . 0 :---~ -n (~~ @) --~ C25'-,-, _I "" - ( S26) -:;:,__, -1 --; \ I l l l l 1----TO PLC 0 @X§X§ 1///21////////////~ \~ V: AMMONIA METERING 0 PUMP CONTROLLER (TYP) I '----J-BOX OR CONDUIT BODY (TYP) ' ~ f\--J-BOX (TYP.) ffi < NOTES 0 0 0 0 CONNECT FIELD INSTRUMENTS TO CONTROL PANEL AS SHOWN ON PIO AND MECHANICAL PLANS. SEE DRAWING E-6 FOR CONTINUATION. MANUFACTURERS CALBE IN 3/4" CONDUIT. 36"X24"XB" NEMA 12 PULLBOX WITH FULL HEIGHT HINGED DOOR AND TERMINAL STRIP. GRAPHIC SCALE 3/B" -, -o· 2 0 2 3 4 .. E-5 6 "' 1---------18 N 1---------lo a, >---------0 C-3037 rn r ~~;;::-.------;;;:;;-;:;;.;;;;;-;;---r-r--r--r-------r-~~~-~--;::;:--::-::;:;::---;::::::::;::::::::;::----,~ PLANS PREPARED BY: APPROVED ESS1 BIG CANYON RESERVOIR 0 C, S, P-4 ~ !~~~ 2::n~!:!: !u~~~ t---+----+----t--------------+---1 ! l~:;i i;j".:>;~~s 92618 DISINFECTION FACILllY i'§ (949) 727•7097 FAX ffi 12/04 JSP RECORD DRAWINGS DATE POWER PLAN Ei' l----'=~+-:___+-+-------------+---l.;:;:~~;;C;;;;;~,;;;;;,;;;==+--------------r-,-------15'- APP' D DESIGNED SE DRAWN WVPJ CITY OF NEWPORT BEACH w-5293-s g -------lo 1 0/03 PUBLIC WORKS DEPARTMENT SHEET 33 OF 40 -;;- REV DATE BY DESCRIPTION REVISIONS CHECKED SOT DATE : ; • / PHOTO CELL 21 2, • 21 _.,,,.,,,.,1-X)(--------~ 23 • ~ t"°C~r---"---1(1v~~-?-/\A~~x~IS,~~;~;J-~s-~~~}=~~-:N=~~=~~~=~=~=~=~~~~~~=!=~;~=~=~=~=~=~=:==~=~=~=~~=~=~=~=j====~=x~==-:~~;~~~~~~~=~ ~+-,-'--'--+-----'>.,-,--x:+--+--f-J__---------'----+------1.,lb-l~ _,_ =:::: =t '--+e+----{ I li'.,1----,><'.,1!' I (;~ -- --~-1:-¢ --~ '//----~ ~ ~ '½, I I I :. l I - I ,-7 I I L _ _J , , I □ t J., l - l l l I 7 25 Af , I ~5 !,----.P---+-+--<-D-1 ➔-+---=~-~I -----4¼e===i;=:i::=-==i-.,rl-----l,-.----j::>r--"'fl"-----l @ I -I /1:>w; "'-i I ' ,. ,. ,. □/ /' .T I ~--f'i r ~----· ✓ I , ~I l : 1 ". r1:), .,,_ --✓ ~ -t1 ', I '1,.1 V I ~ -------+ □ ! X .---~/✓oc~>=~;=~~_+_~-==--,;:-------<1~t5:_4-+--{1-F,:J,~~!·~,--j~1 ~.,~~-{~i,~7===!...1 -+-+-~-.l-_-J---<~fs l . I .t. ~--,.. ~ X ¾ 1 ~ ~-l I © -:i,, ,:-J«t) l , 1 ft_,,;) , , , . " ". ,,, .,: .. ,1 . ,rn ~ l '~J TO PULL BOX, FOR CONTINUATION, SEE SHEET E-1 I I I J I 2-----) t------- AE-2 CHLORINE ANALYZER SCALE: 3/8" = 1 '-0" I :z: J ' I . AE-3 STATION 2 - I I PANEL C AND h\ LIGHTING '2_; CONTROL PANEL - CHLORINATION ROOM SHOP I EXISTING Q PANEL B \2/ ~--+------l-+-++-+-1,-..+-+-+-+-1-+11+------1: I L ~EXISTING C49 S50 \ \ 1 -7 / TRANSFORMER I jJ' L _ _J t I / L EXISTING PANEL A EXISTING TRAN"·= '".n',:r-,✓ CH • TO SERVICE /-Fl~l/1~-✓ P05 SEE DRAWING E-4 !1a ~ --FOR CONTINUATION -'--t--t--.~• ISTING 125A -, , ..__..,_,..,, -I_,..._DI_S_C_ON_N_E_C_T __ EXISTING _.. VALVE CONT. CABINET ,,----CONTROL LJ PANEL CPQ:y i----------------~--t-t----tt-----;:::;::::::,,..l-'-----:::::;:::::,,,.-l:---&v--------------t:) -~---~ ~--~ T~---,--J \__PULL BOX PBA r., r., ANALYZER AE -1 C I \ r 1 LOCKER ROOM \ OFFICE ( P51 S52; (INFLUENT CL2) { - I ANALYZER AE-1 D { (INFLUENT AM) ANALYZER AE -1 B & { (EFFLUENT AM) ANALYZER AE - 1 A { (EFFLUENT CL2) --(E) ANALYZER { (TURBIDITY) S53 S54 I .. -7 ~ I -I L _ _J ►-~ ' ' "0 LIGHTING PLAN 1' L SCALE: 1 / 4" = 1 '-0" C-:Z: I -- NOTES; WIRES FROM ZONE Ill SERVICE. 3 EXIS ING CONTROL PANEL. RECONNECT EXISTING I/O'S TO NEW PLC. VERIFY TYPE AND NUMBER OF 1/0 WITH DISTRICT. 0 ADD ( 1) 1 DOA, 2P BREAKER FOR PANEL 'C' AND (2) 20A, 1 P BREAKERS FOR SAMPLE & PUMPS SA-3A & SA-3B. PROVIDE LIGHTING CONTROL PANEL ABOVE PANEL C. ASC0#641A-8 CIRCUIT OR APPROVED EQUAL. 3"C-60#12 AND 3"C-4#TSP TO RESERVOIR. & SEE SHEET E-1 FOR CONTINUATION. E-6 ~ ~---'---'i:i "' 1-------10 0 N 1-------l' 0 ;;;. 1-------10 C-3037 "' r--=~~~;::--7-----;;:;;;;;-;;;;;;;-;;-----7--r-r-T------------T-7iAiFPPIPRicoiviVE:OD-:--~---,-----==~:::::::--:---::=::::~=:::-----1~ 0tESS1 PLANS PREPARED BY: BIG CANYON RESERVOIR • ~~(, S, p ~ J2:~~ 2::n~!:!: !u~~~ t---N\~1---1---1--------------1---1 ~~~~~~=-1--------------------l-i No.E1639 c~t;) f;~'.'.'~;;/2618 5 12/04 JSP RECORD DRAWING DISINFECTION FACILllY j (949) 727-7097 FAX I_} 5/04 JSP DISINFECTION SYSTEM REDESIGN DATE II 'i-'t •'l LIGHTING PLAN ITT ~Q':.~4_:_---1-_:_-f---:__::__::_:___:_::..._:__::. ___ _:::=..::.:..:.---1---~~;;;;;;;;±!;;;;~;!===~-------=.:.:..:..:..::..:..::....::...::..::.,;..... _____ -I:;, REV DATE BY DEscR1PT10N APP'D DESIGNED SE DRAWN WVPJ CITY OF NEWPORT BEACH 1--_w_-_s2_9_3_-_s _ _.i CHECKED DATE . SDT 1 0/03 PUBLIC WORKS DEPARTMENT SHEE1 34 OF 40 ~ REVISIONS <. Ii I CONDUIT SCHEDULE CONDUITS CONDUCTORS PER CONDUIT REF NO. FROM TO REMARKS QlY. SIZE POWER CONTROL ANALOG 2 4• SCE MSB IV PER SCE REQUIREMENTS 2 3• (2) 3l500KCM, 1 /12/0G MSB IV PULLBOX EXIST CONDUITS (§) 2 4• (2) 3/1500KCM, 1 /13/0G PULLBOX DIST. PANEL DP I--------t----t----t----------® 2 3• (2) 3/1500KCM, 1 /11 /0G DIST. PANEL DP PULLBOX 3• (2) 3l500KCM, 1 /11 /0G PULLBOX EXIST CONDUIT OPERATION BLDG. XFER swrrcH EXIST CONDUIT DIST. PANEL DP DP-R1 @ 1 -3/18, 1/110G DP-R1 MIXER #1 * ® 1 -3/14, 1118G DP-R1 MIXER #2 * @ 1 -3110, 1#12G DP-R1 SUMP PUMP #1 * e 1 -316, 1#10G DP-R1 SUMP PUMP 12 * ® 1 -314, 1f8G DP-R1 SUMP PUMP #3 * s 1 -3110, 1#10G DP-R1 SAMPLE PUMP 1 * @ 1 -3f10, 1f10G 1--~~--+-+---+-------------+--------+------+----------+----------------------§ 1 -2110, 1#10G DP-R1 DP-R1 SAMPLE PUMP 2 XFMR * * @ 1 -316, 1f10G XFMR PANEL LA * DP-R1 STUB OUT * 1 3• DP-R1 DP-R2 * 1 3#10, 1#12G DP-R2 MIXER #3 1 3#6, 1l8G DP-R2 MIXER #4 * 1 3#4, 1l8G DP-R2 SUMP PUMP 114 * 1 3#4, 1l8G DP-R2 SUMP PUMP 115 * 1 3#6, 1 #1 0G DP-R2 SUMP PUMP #6 * 1 1 1 /2" 311, 1 f6G PANEL B PANEL C * 1 3• PB OMCC BLDG PB ORESERVOIR SPARE 1 2· 121112, 2f12G 48#14 PULLBOX PBA J-B0X 1 2· 12#TSP PULLBOX PBA J-B0X 5 SPARE @) 1 1-1/2" 8#12, 2#12G 26114 --. _ _ _ & PULLBOX PBA ./ V T • ' J-B0X 1 1-1/2" -\ 6fTSP A ) PULLBOX PBA J-B0X 1 1-1/2" 6#12i 1#12G 24#14 J-B0X J-B0X 1 1-1/2" -41/TSP J-B0X J-B0X @ 1 3/4" 2#12, 1#12G 6/114 J-BOX AM METERING PUMP TYP. 4 1--_@)_sccc3'--o--+-1--+-3/_4_"-+--------------+--------+-1-(f_TS_P ____ +-J--_Bo_x ______ --r'-:--e~x V V V , @ 1 3/4" 21112, 1(f12G -ffi --_ _ J-BOX LIT-3, LIT-4 ·,ffi CKT#C-2 @ 1 3/4" --\ 2fTSP ) J-BOX ----------~----t--LI-T--3-,-L-IT---4----~·,__-----jf--_------------1 TYP. 4 @ 1 3/4" 21112, 1f12G 2#14 ---_, J-BOX EYE WASH FS-3 CKT#C-2 <---~--+--------------------1------------------------+-------+------+----------+----------+-----------I @ 1 3/4" 2#12, 1f12G 2f14 -J-BOX EYE WASH FS-4 CKT#C-3 @) 1 1-1/2" 8#12, 1/112G 4D#14 J-BOX J-BOX 1 2" 10#TSP J-BOX J-BOX 5 SPARE 1 3/4" 2#12, 1f12G 6114 J-BOX SH METERING PUMP TYP. 5 1 3/4" 2#TSP J-BOX SH METERING PUMP 1-SPARE, TYP. 5 1 1· 4#12, 1#12G 8#14 J-BOX J-BOX 1 1· 2#TSP J-BOX J-BOX ® 1 3/4" -2#14 I---=---+-+---+-------------+-------+------,-----,-----@ 1 3/4" 4#12, 1#12G 2114 J-BOX J-BOX SOLENOID VALVE -+------------- J-BOX TYP 3 ------- @ 1 3/4" 2#12, 1H12G 2/114 J-BOX EYE WASH CONDUIT SCHEDULE CONDUITS CONDUCTORS PER CONDUIT REF NO. FROM TO REMARKS QTY. SIZE POWER CONTROL ANALOG 1 3/4" 4#12, 1#12G 21114 J-BOX J-BOX NOT USED 1 3/4" 2#12, 1#12G J-BOX LIT'S CKTIC-1 1 3/4" 2#12, 1#12G 21114 J-BOX EYE WASH CKTIC-3 1 1-1/2" 3#12, 1ll12G 48#14 PULLB0X PBA CONTROL PANEL CP 1 1-1/2" 3#12, 1ll12G 36#14 PULLB0X PBA CONTROL PANEL CP 1D SPARE 2 ' 2· 9#TSP PULLB0X PBA CONTROL PANEL CP 3 SPARE EACH 1 1· 2#12, 1#12G 18114 CONTROL PANEL CP AE-1A THRU AE-1 D, TURB POWER 1 1-1/2" -7fTSP CONTROL PANEL CP AE-1A THRU AE-1 D, TURB - 1 1. 1 #COMM CABLE CONTROL PANEL CP EXISTING PLC DH+COMM CABLE 1 1. CONTROL PANEL CP EXISTING PLC EXIST (3) FLOW SIGNAL t:!QIE; *: SEE SHEET E-1 FOR SIZE OF CONDUITS. MOUNTING: SURFACE ------- 120/240 VOLTS _1 PH 3 WIRE DESCRIPTIONS (LOCATION) HYPO CHL0RITE TANK LITS EYEWASHES AND RECEPT HYP0-CHLORITE PUMP #1 HYP0-CHLORITE PUMP 2 HYP0-CHLDRITE PUMP 3 HYP0-CHLORITE PUMP 4 ~ Cl:ll ORITE PUMP 5 SPARE • --.,._ PHOTO CELL ) SPARE . r' OPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS SPARE VOLT-AMPS: TOTAL VOLT-AMPS: 17910 MOUNTING: SURFACE ------- 120/240 VOLTS 1 PH ~ WIRE SPARE SPARE SPARE SPARE SPARE SPACE SPACE DESCRIPTIONS (LOCATION) PANEL: C MAIN LUG ONLY BUS 100A VOLT-AMPS o t---.-------1 g f.:l !!l BKR M If B c..1 o:: ::E BUS o:: o:: BKR o AB o o VOLT-AMPS ~ fi3 V) ,__ __ ___, c..1 o:: ::E M lfB DESCRIPTIONS (LO:ATl_t:N) _ ffi ,, ---'-. 400 20/1 400 20/1 830 20/1 830 20/1 830 20/1 830 20/1 830 20/1 830 20/1 83D 20/1 1 2 20/1 3 4 20/1 5 ---+-6 20/1 7-<-<-8201 9 --+-10 20 1 11 -+-,a-12 20/1 13 ---I-14 20/1 15 _._._ 16 20/1 17 18 20/1 200 830 830 230 230 830 830 230 230 AMMONIA TANK LI~ AMMONIA PUMP II , AMMONIA PUMP 112 AMMONIA PUMP 113 AMMONIA PUMP 114 SC PUMP #1 (FUTURE) SC PUMP 112 (FUTURE) SC PUMP 113 (FUTURE) SC PUMP 114 (FUTURE) . 830 20/1 19 --+-<.. 20 20/1 830 SC TRANSFER PUMP (FUTURE) 800 20/1 21 22 20/1 800 20/1 23 24 20/1 600 600 CONTROL PANEL CP UPS 1200 20/1 25 -e-t-26 20/1 1200 20/1 27 -+-I... 28 20 1 20/1 29 30201 M = 8640 !118 = 9270 AI.IPS = 75 PANEL: LA VOLT-AMPS BUS t---,----J t!l f.:l 1;;l BKR o:: o:: BKR !IIA !IIB !::io:::::1: c3 AB c3 o VOLT-AMPS c., fd ti) ,__ __ __, !::i o:: :::1: lfA lfB SPARE SPARE SPARE MAIN 50A/2P BUS 100A DESCRIPTIONS (LOCATION) 20/1 1 2 20/1 200 ANALVZER AE 2, AE 3 20/1 3 4 20/1 : 200 RECEPTACLE 20/1 5 6 20/1 SPARE 20/1 7 8 20/1 SPARE 20/1 9 10 20/1 600 RECEPT AT DP-R1 11 12 --.---.----t----t-SPACE 13 14 SPACE ) SPACE --,-,-1111-111iss1-~~111s51-111,-,--i:ssJp>i,A.ccEE ____ -------------- SPACE 11 18 SPACE SPACE 19 20 SPACE VOLT-AMPS: !IIA = 1200 !11B = 600 TOTAL VOLT-AMPS: 1800 AMPS = 8 LCL = - I E-7 ~ "' .---------,g N -..,_ 1--------10 -..,_ "' ,__ ____ _,o C-3037 "' r--::~::.;~;;of~E~ss~,;;~::::--T----;P;::;LA;:;;NS~P:;R;EP;;:;AR;E;;-D-;BY;:-,----7-7--,-r-----------T----rA~PPPFRiciov:ii'E1i□-:~.;:----,---~B:;;IG:::-;C~A~N:;:Y:;.O~N;--;R;;;:E~S~E;R;V;,O~IR;---7! ,#":,<Si~r;, S. p-f~ 't; ~ J2:~~ 2::n~~: !u~~~ I--+--+---+--------------+---+ .. /~l!r:';-~1;;;,!-,1~51 ,)~E:~Gl~:E~ER::--"""'--t----------------------il ~ No.E16392 -Irvine, Collfomlo 92618 15\ 12/04 JSP RECORD DRAWING .._-NO. 46214 CONDUIT SCHEDULE SI 0 • -r;-, 1949l 727-7099 1-9159\_--+----1-------------+----1 ~ 'ct • 949 727-7o97 FAX & 5/04 JSP DISINFECTION SYSTEM REDESIGN DATE \I /.,_,._/Dl :il f< E,p: 00/30/05 ,t l-.b~~~-i--::::_+.'..:.-:'.'."_'~'._"_":"'_::'...'..::'..'..:::'.::_:_:.:::_:_:_:::::_::'..'..:__---J-_-l~~~;;!f;~~~=~~------------,------1::: ~},',crR\t~~"" REY □ATE BY oEScR1PT10N APP'o □ESIGNrn SE DRAWN wvPJi CITY OF NEWPORT BEACH __ w_-5_2_9_3_-_s _~ < {}f CALI~ -"-REVISIONS CHECKED SOT DATE 10/03 PUBLIC WORKS DEPARTMENT SHEET 35 OF 40 -:_ I I • I UNISTRUT WITH END CAP TYP. 2----i i---SUMP PUMP CONTROL PANEL (SPCP) MARINE CABLE(S) - RESERVOIR SST EYE BOLT~ I/ I/ -UNISTRUT POST BASE WITH SST ANCHOR BOLTS TYP. 2 TO SUMP PUMP ABOVE COVER I • 4 \ . • • • TO POWER SUPPLY LINER-STRAIN RELIEF GRIP CONTROL PANEL MOUNTING DETAIL GROUND CONDUCTOR WITH FEEDER/BRANCH CIRCUIT TYP. I N.T.S. I --GROUND CABLE #2 (BARE COPPER STR RIGID METAL (/ SOFT DRAWN) CONDUITS (TYP.) II rGROUNDED TYPE INSULATED CB ' p IV BUSHING BRONZE COPPER ,, ~ I ALLOY BODY (SIZE AS REQUIRED) EQUIPMENT _ ___, I\ " / I /FINISHED FLOOR ENCLOSURE WALL I \'c;;:=i''i!P't~~_, OR GRADE / ~q 'i / /. ·_. _:, •. --·. . . ·· J .• CONDUIT 1 -'""" • ' STUB-UP(S~ GROUND CONDUCTOR --TO EQUIPMENT ELECTRICAL EQUIPMENT CONDUIT GROUNDED DETAIL N.T.S. NOT USED N.T.S. EB EB UNISTRUT POST BASE WITH SST ANCHOR BOLTS UNISTRUT WITH END CAP TYP. 2-----1 TYP. 2 -----~ PVC COATED ~ ~ REGID STEEL CONDUIT --- FLOATING COVER CABLE PROTECTION BUSHING •· I • • i.. • • -~s;;s;<,;- WATER TIGHT SEAL I ....... MARINE CABLE TO MIXER OR SAMPLE PUMP - • ~ ~ ~ i---MIXER OR SAMPLE PUMP CONTROL PANEL A--PROVIDE COMPRESSION TYPE CABLE FITTING INSIDE PANEL /SERVICE ROAD '-~:::::::===-:/~, TO POWER ~ SUPPLY :-1'-coNCRETE CURB CONTROL PANEL MOUNTING DETAIL CB N.T.S. NOT USED N.T.S. EB NOT USED N.T.S. ~ -ti D ~ ·' IN I eLAtl ----:r IN ~r~ 5 _l_ • .. . ~· ·1~ ' > 4 .I I.ii • ~ ..i- 4 1 ) I @ ,I // c;=/© IN NOTES: LOWER ELEVATION CD STANCHION, GALVANIZED STEEL CHANNEL •C~f---NAMEPLATE lol lol I I I I I I ~ l'"IELD INSTRUMENT I I OR CONTROL STATION I I I I I I I I • -m;t'.1;17m;:-....__ ,;4•x1" .. -- MACHINE BOLTS WITH WASHERS AND NUTS t-+---\4 '-I-+ -UPPER ELEVATION @ 1" GROUT. SLOPE AWAY FROM STANCHION BASE PLATE AND CONDUIT. @ 1/2"111 STAINLESS STEEL ANCHOR BOLT AND WASHERS (4 REQUIRED). 4" MINIMUM EMBEDMENT. © SEE PROJECT DRAWINGS FOR SIZE OF CONDUIT AND QUANITY OF CONDUCTORS. @ STANCHION BASE, 3/B" GALVANIZED STEEL. CONTROL STATION MOUNTING N.T.S. DETAIL EB NOT USED N.LS. EB NOT USED N.T.S. SUBBASE CFINISHED SURFACE ::::& ::, :::; z :ii • co 3• I 2" . ' ~ 2000 PSI CONCRETE-----• { .L --------,.._' \ J \ QTY DUCTS AND , SIZES PER DRAWINGS--, ' L < ~ L I , L 3" \__(/2/0 GND DUCT BANK DETAIL N.T.S. NOT USED N.T.S. NOT USED N.T.S. CB ED I E-8 ~ "' i--------18 "' -----i----------10 '-a> i----------,0 C-3037 r ....... -:::~~;;;;:::r7-----;;;::;::;;;-;;;;;~;----7r7-,-,------....l..----r7APPiRCM'ii"""-:--;::---,---:=-:::-::-:::::---:==~=------i-r PLANS PREPARED BY: APPROVED ~~OfESSt~ J , BIG CANYON RESERVOIR 0 '§;~<S>~G s. p,f;&. ~ J:~~ ~:"~~: !u~~~ t--------,i--------t---+-----------+-----1..:_ l)Y,1~ ;u..,,.,~~ll~Ll~v''1,,-k:;:';'N:~1N~:E;a"R ==-------------------' v, No [16392 -. Irvine, California 92618 R o '6214 octAILS 0 ;:; ~r -~-"· cs•si 727-7099 • • 1• ~•· i W _ (949 727-7097 FAX J ~ ~ Exp./30/05 >t t----,f----t---t-----------+---..,,".,.,.Al""f ,.,.,,.-'l...._:&..,.t,,lo•/,,,.0,-.,~-· ·----+-----------~-----~~ "1' <"(tCTft\C~~~ REV DATE BY DESCRIPTION APP'D DESIG~ED SE DRAWN W>/PJ CITY OF NEWPORT BEACH t-_w_-_s_29_3_-_s---igo '/'f Of C" \~IJ";, "" CHECKED SDT DATE 10/03 PUBLIC WORKS DEPARTMENT SHEET 36 OF 40 -;_ REVISIONS I --r. -·-. INSTRUMENT SOCIElY OF AMERICA TABLE INSTRUMENT LINE SYMBOLS IDENTIFICATION LffiERS PRIMARY PROCESS FLOW N FIRST-LETTER SUCCEEDING-LETTERS SECONDARY PROCESS FLOW, -------{><J--- MEASURED OR READOUT OR OUTPUT CONNECTION TO PROCESS ---h--INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODl!FlER FLOW, MECHANICAL LINK OR INSTRUMENT SUPPLY ~f-A ANALYSIS ALARM B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE # II II PNEUMATIC SIGNAL OR ~ C CONDUCTIVITY CONTROL UNDEFINED SIGNAL FOR D USER'S CHOICE DIFFERENTIAL PROCESS A.OW DIAGRAMS --[::«}--E VOLTAGE SENSOR (PRIMARY ,a E :itE CAPILLARY lUBING ~ ELEMENT) (FILLED SYSTEM) F A.OW RATE RA TIO (FRACTION) ~ G USER'S CHOICE GLASS, -------ELECTRIC SIGNAL (DISCRETE) VIEWING DEVICE ~ H HAND HIGH A ELECTRIC SIGNAL (ANALOG) I CURRENT (ELECTRICAL) INDICATE 1•1 J POWER SCAN K TIME, TIME SCHEDULE 'TIME RA TE DF CONTROL STATION "-.i DATA COMMUNICATION ~ CHANGE L LEVF.L LIGHT LOW 1-:Q'.:I-- BUILDING OR FACILITY BOUNDARY ~ M USER'S CHOICE MOMENTARY MIDDLE, ---j~f---INTERMEDIATE r(2) N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE MULTI-CIRCUIT ELECTRIC SIGNALS 0 USER'S CHOICE ORIFICE, RESTRICTION (NUMBER OF SIGNALS ILLUSTRATED ~ p PRESSURE, VACUUM POINT (TEST) IN PARENTHESIS) CONNECTION I 1 I 1-5 > PAGE CONNECTION Q QUANTITY INTEGRATE, TOTAUZE R RADIATION RECORD I I CONTINUATION DRAWING NUMBER ~ s SPEED, FREQUENCY SAFETY SWITCH INTERFACE COORDINATION T TEMPERAlURE TRANSMIT ; u MUL TIVARIABLE MULTIFUNCTION MULTIFUNCTION MUL TIFUt,JCTION evzz$> INTERFACE TO OR FROM EXISTING V VIBRATION, MECHANICAi VAL VF.,DAMPER OR EXTERNAL SYSTEM ANALYSIS LOUVF.R IVI w WEIGHT, FORCE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED(*) UNCLASSIFIED(*) UNCLAS$1FIED(*) I oo::J y EVF.NT, STATE OR Y AXIS RELAY, COMPUTE PRESENCE CONVERT z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, UNCLASSIFIED FINAL CONTROL ELEMENT . INSTRUMENT IDENTIFICATION PUMPS & COMPRESSORS INSTRUMENT ABBREVIATIONS jj-_FIRST LETTER 0 OPEN AC ALTERNATING CURRENT SUCCEEDING LETTERS -e CENTRIFUGAL PUMP Al ANALOG INPUT OAC OPEN-AUTO-CLOSE AL ALARM 00 ON-OFF -TAG NUMBER AM AUTO-MANUAL OOA ON-OFF-AUTO ~ ~ AMR AUTO-MANUAL-REMOTE OOR ON-OFF-REMOTE VERTICAL TURBINE PUMP AO ANALOG OUTPUT ORO OFF-RESET-ON 0 osc OPEN-STOP-CLOSE FIELD MOUNTED C CLOSE INSTRUMENT CA COMMON ALARM OSCA OPEN-STOP-CLOSE-AUTO ~ COMPRESSOR OR ccs CENTRAL CONTROL STATION OSCR OPEN-STOP-CLOSE-REMOTE BLOWER CSP CONSTANT SPEED PUMP p PROPORTIONAL 0 REAR OF PANEL MOUNTED P/A PULSE TO ANALOG DC DIRECT CURRENT INSTRUMENT DI DISCRETE INPUT PC PARTICLE COUNTER -y-EJECTOR DO DISCRETE OUTPUT PC PERSONAL COMPUTER PID PROPORTIONAL-INTEGRAL-DERIVATIVE 8 FRONT OF PANEL MOUNTED ETM ELAPSED TIME METER P&ID PROCESS &: INSTRUMENTATION DIAGRAM INSTRUMENT -cJ HA HAND-AUTO PLC. PROGRAMMABLE LOGIC CONTROLLER METERING PUMP HL HIGH-LOW PRV PRESSURE REDUCING VALVF. HLOR HIGH-LOW-OFF-REMOTE a RSP REMOTE SET POINT ILLUMINATED INDICATOR HOA HAND-OFF-AUTO IM PROGRESSIVE CAVITY PUMP ICP INSTRUMENT CONTROL PANEL RlU REMOTE TERMINAL UNIT 1/0 INPUT /OUTPUT scs SUPERVISORY CONTROL STATION 0 INTERLOCK ® LCP LOCAL CONTROL PANEL SEL SELECT GEAR PUMP LOR LOCAL ..,OFF-REMOTE SP SET POINT LOS LOCK-<iJUT STOP ss START-STOP ' n LPU LINE PROTECTION UNIT STCD STATUS-TO-COMMAND DISAGREEMENT AERATOR LR LOCAL..,REMOTE TOT TOTALIZA TION ACTUATQRS OR OPERATORS MCC MOTOR CONTROL CENTER TPC TIME PROPORTIONAL CONTROL ! MCS MASTER CONTROL STATl'ON TSP TWISTED SHIELDED PAIR MIXER MODEM MODULATE-DEMODULATE TTR TONE TELEMETRY RECEIVER [0 MOTOR TTT TONE TELEMETRY TRANSMITTER [fil SOLENOID lURB lURBIDITY VSP VARIABLE SPEED PUMP ·-- - ~ROfESSJ~ 4P r:,¥-.G S. P-4 I:' c ~-!f ~~ ~ ,, No.~S?~: ~6 i et:, PT IJ ~ ._ 'o/-'P~ 06/30/07 ~ ,. ..,,,/: <.; "1-;; f O L •,;(>~'.'<!- 't OF C~l\~ , . . -- VALVES &: GATES PRIMARY ELEMENTS BUTTERFLY ~ DIAPHRAGM AClUATED VALVF. -[ID-+ MAGNETIC FLOWMETER @ LEVEL SENSOR GATE VALVE ~ BACKPRESSURE VALVF. -i:~ ORIFICE PLATE 0 FLOW SENSOR KNIFE GATE --L ~ FLOW TUBE CHECK VALVE ~ MOTOR OPERATED -6+ CHLORINE RESIDUAL BALL VALVE ANNUBAR ANALVZER BALL VALVE CL GLOBE VALVF. DRAIN VALVE & -[BJ-+ PROPELLER METER ~ AMMONIA ANALY2ER @ HOSE COUPLING DIAPHRAGM -{9> NH-N PLUG __t:_ ROTAMETER ECCENTRIC PLUG PRESSURE RELIEF VALVE AM AQUEOUS AMMONIA -.& POSITIVE DISPLACEMENT METER SH SODIUM HYPOCHLORITE LUBRICATED PLUG ~~~ BACKFLOW PREVENTER SPL SAMPLE 3-WAY GLOBE D DRAIN [>I REDUCER bl INLINE DIAPHRAGM SEAL V VENT' BALL CHECK VALVE I s_;;I STRAINER ~ SECONDARY PROCESS DIAPHRAGM SEAL MOTOR OPERATED BUTTERFLY ' CALIBRATION CHAMBER c!::, ULTRASONIC LEVEL INSTRUMENT PRESSURE REDUCING REGULATOR /1\ "v ' PRESSURE INDICATOR PULSATION DAMPENER ~ PRESSURE INDICATOR SOLENOID VALVE 3-WAY SOLENOID ..... ROTOMETER V NEEDLE VALVE PINCH VALVF. r0 ~ 2 I -------I • EQUIPMENT LIST ~ I I ITEM DESCRIPTION 3 0 EQUIPMENT ENCLOSURE, 36"x72"x24"D, NEMA 12 Y( - I I © 0 I 15 BACKPLATE I 0 ~ MULTIPLEXER (IF REQUIRED) 0-~ 1111111111111 0 POWER SUPPLY 24VDC 7 8 © NAMEPLATE TYPICAL f--r--® © f--WIRE WAY □□□□□□□□ 0 13 PLC RACK f---r © PROGRAMMABLE LOGIC CONTROLLER (PLC) ~ 0 OPERATORS INTERFACE (01) ~~ f-- ® ,... CONTROL RELAY f-- @ UNINTERUPTABLE POWER SUPPLY (UPS) 12 - ---@ TERMINAL STRIPS WITH DISC. AND FUSES ® ~ DISCONNECT SWITCH AND RECEPTACLE 16 e FLUORESCENT LIGHT @ ® ~f--VF.NTILATION FAN AND DIFFUSER I I @ FILTER, RACK, AND GRILL CONTROL PANEL CP EB I 1-1 N.T.S. C-3037 PLANS PREPARED BY: APPROV[D ..,,,/} l~f ~ BIG CANYON RESERVOIR ~ TETRA TECH, INC. I• 16241 Laguna Ccmyon Road, Suite 200 / u~s tNGINEER Irvine, California '3261 B C . NO. 46?14 INSTRUMENTATION SYMBOLS [949l 727-7099 949 727-7097 FAX I\/,. lo"l AND ABBREVIATIONS DATE DESIGNED DRAWN W-5293-S REV DATE BY DESCRIPTION APP'D SE WVPJ CITY OF NEWPORT BEACH CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 37 OF 40 REVISIONS SDT 10/03 "' 0 0 N '- " • TI 0 0 a: ' ,, w / 0 ~ "' ! 0 "' 0 / z ,I I ------ I PLANT PLC TANK FILL QUICK DISCONNET COUPLER TANK FILL QUICK DISCONNET COUPLER I I A I ...I I ~I -'A I I I A I I I A I I I A I I I A I I I A I I I A I I I A I I I A I I I A I I I A I I I A I I I A I I I I\ I I I A AM STORAGE TANK 1 AM STORAGE TANK 2 120)/ I I A I ...I I ~~ ...I I I I A I I I A I I I A I I I I\ I I I A I I I A I I I A A I I I A I I I A I I I A A I I I A A I I I A I I I A I I I A I I I A 120V L!J SPILL CONTAINMENT SUMP RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ,-------------------- 1 ,---£ I 0 AM-4 METERING PUMP ,-------------------- 1 ,-- 1 AM-3 METERING PUMP ,-------------------- 1 ,---£ I I I I I I A I I I I ~I I lo1 ~I I ::ll l!J I ~1~1~131\ I I CONTROL PANEL 120V CONTROL PANEL 120V CONTROL PANEL 120V I I I I A I I I I lo1 ::JI l!JA ~I Bi: I I I A I I I : I A I I I I I I A I I I I I I I A I : I I I A I I I _ _J __ _J I I ___ _J A ► __ __J I : I A I I I I 5 l::Jl8A ~ 2 1<1~1 "' 01 UI (Ill I I I I I ~ I I I I I A I : I I I A I I I I I I A I I I I I I I I I I I I I I I\ A A I I I A I A I I I A I I I ________ _J _J I : __________ _J I\ ---► ---► ---► __ _J I I A I I t--ow ol ::IE --' l!JA ~ ~ ~ g;: I I I I I I I I A A A A I I I A A A A A I I I A I I I A I I I /\ I I I A I bJ1 91 ~ ~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 81 ~I di ~ ~I 01 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 AM f-+.,:------------''----'--f>'<'.:11--[1Q~--------:----t----r--;-----t--+-----t,: I I I AM-2 METERING PUMP ,------------------- 1 ,-- & l CONTROL PANEL 120V I I A _______________ J I: -----------------I I I I~--~ 11 MOV-3 I. I -----------------~ A ► ---► ---► ---► ---► ---► __ J MOV-1 5 ~ "' ZL I I A ~I Cl aJ I tt::A ~I I I A I I I A I I I A I I I I\ I I I A I I I A I I I A I I I A I A I I I A I I I A I I I A I I I A TURB NOTE 1 I I I I I I I I r., I A zl I zl::E I 1: ~ ~~ I ZI ::I I ::I "-' I ~ "-'I ~I ~I I I u...A I I "-' I L_I_ ... I I\ I I I I\ I I I A I I I A I I I A I I I A A I I I A I I I A I I I A I I I A I I I A A A I I I A I I I A I I I A I I I A I A I I I A I I I A I I I A I I I A I I I A I I I I A I c, I Z ::IE I ~ "' ...IA ;i ~ UI 'z I ii t I L __ , I I I A I I I A I I I A I I I A I I I A I I I A A I I I A A A A I I ' A I I I I I I A A I I I A I I I A I I I A I I I A I A I I I A I I I A I I I A I I I A I I I A I I I A ~ ,►--J r ,► __ J I I I I 81 l!'l I di ~ a.I 01 I I MOV-4 e.___ A I A ---~ ~ ti--------..--i--------,.........a..----.-----------~~ 120VAC 1YP AM-1 METERING PUMP 0 NOTE; MWO WATER WELL WATER FEED OR POTABLE WATER DISTRIBUTION. --- 1. RELOCATED EXISTING TURBIDllY ANALVZER. VERIFY SAMPLE TAP LOCATION WITH CllY. 2. EXISTING DEVICE. WIRING FURNISHED BY CllY. FINAL CONNECTION TO PLC BY CONTRACTOR. 3. EXISTING METER. CONTRACTOR SHALL EXTEND EXISTING WIRING TO NEW PLC. SA-3A IAE-1Ci IAE-1BI IAE-1DI 120V SPL REVISIONS 5 ~ "' 120V (lYP. 4) I 81 ~I 51 ~ ~I 01 I I I I I I I ) MOV-2 DH+ ,---o _ o ______ To EXIST 1 PLC 0 I I I I I I I I I I I I I I I I I I I A I I ~I ~~ I I A I wA <t:: I ::, I C/l I ~A D. I I I A I ...,A <t:: I ::, I ~I ~A D. I I I A I A I I ...I I ~A ...I I I I A I I I I I I I I I I I I I I I I I I A A A A A A (:) (:) (:) (:) (:) (:) FLOW METER F-1 t\ FLOW METER F-2 NOTE 3 0 FLOW METER CM-8 EFF INF RESERV PRESS PRESS LEVEL NOTE 2 1-3 1 . SH 1 1-4 TO RESERVOIR INFLUENT SA-3B M F-2 EXISTING 0 M F-1 EXISTING 1-4 2 FROM ~ESERVOIR EFFWENT 1-3 2 SH 1-2 ~--~------1 <1" N 0 "' 0 f------~~ '- >------------10 ;;;- f------~o C-3037 .. I \ \ t , J - TANK FILL QUICK • DISCONNECT COUPLER TANK FILL QUICK DISCONNECT COUPLER PLANT PLC SH > C SH C LJ SPILL CONTAINMENT SUMP V SH STORAGE TANK 2 SH STORAGE TANK 1 D I t I I I I\ A 0 C 0 I I iiJA ~I I I A I I I A I I I A I I I A I I I I A I I I A I I I A I I I A A I I I A 0 :i: 1/1 t----ixo-- > ------------ ,----- I ! SH-5 ____ M~ETE_R_IN_G_PU_M_P_~ai3-------v ______ _ ! SH-2 METERING PUMP ! SH-1 METERING PUMP 0 0 ,--- 1 , --- I SH V L.---------.. o~------- RECORD DRAWINGS • be re red based on information These Record Drawings htive • ;;:.1: t~ information is believed to be submitted, In, Plilrt, _by O t ers.pon~ible for its accuracy, nor for reliable, Tetro. T!!ch 11 hnl oh re~y· have been incorporated inta these errors or om1ss1e>ns w c m plons os o result. CONTROL PANEL 120V 120V 120V CONTROL PANEL 120V CONTROL PANEL 120V I i I I i I I l~I I 1cl 01 ...J .., -'I ::::E I -'I ""c..A -.., z tS ~I crl 01 11111 I I I I I I I I I I I I I I A I I I I I I I I _J I I I ---' _J I A --=--=-- -J_J )> -- I I I I I I I ~I I I fjA -'I ::El I :::11 ""I ~I ~I ~I t51 fu1 I I I I I A I I I I I I I I I I I I I I I I I I I A I I I I I I I I I I I I I I I I I I I I I I I A I I I I I I I I I I I I I I I A I I I I I I I I I I I I FROM POTABLE WATER SUPPLY .., .., .., I Ull Ulol Ull I I I o gl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I sv 2 11 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 SH I --------SV 1 0 0 :i: I !I;! I ~I ~I I I I I I I ~120V y NOTE 1 EYEWASH Q ----r-------1 ---z:::. EYEWASH EYEWASH EYEWASH 0 0 ------r>□~' ~-~ ___ L__J_______.l~- 1-3 PLANS PREPARED BY: APPROVED !2:~~ ~~n~~'. !u~~~ Irvine, California 92618 I -,:--+--~=-t::::.-;::;::;::~:;:;;;;;;;::;:::~-----7-7 (949) 727-7099 I-GS DATE ll (949) 727-7097 FAX ~ 1 2/04 JSP RECORD DRAWIN D ~ APP'D DESIGNE SE REV DATE BY DESCRIPTION CHECKED SDT REVISIONS MQIE 1 RELAY CONTACT IN NEMA 12 CABINET NEXT TO PANEL C. DRAWN WVPJ DATE 10/03 C-3037 BIG CANYON RESERVOIR PROCESS & INSTRUMENTATION DIAGRAM - 2 CITY OF NEWPORT BEACH W-5293-S PUBLIC WORKS DEPARTMENT SHEET 39 OF 40 \ ..,. N 0 -"' 0 0 N " 0 " a, 0 "" • u "' 0 0 a: w w / I 0 0 I <( '-' / ' "' "' 0 <D 0 <D 0 z PLANT PLC 0 0 0 3 1-3 SH 0 0 0 DRAIN FLOATING COVER AC LINER RAIN-WATER SUMP PUMP (lYP.6) 1 1-2 480V CONT PANEL SP-1 48" RB:SERVOIR INFLUENT LINE 54" RILSERVOIR • • I I I I I I -' ZI -0 rt I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ 480V NT L I I I I I I I I I I I I I MIXER~I I MX-1 ,1 ("IYP.4) 1 M I 1-2 2 1---i-----◄ EFFLU~NT LINE 480V CONT PANEL I I I -1- I J SP-2 SAMPLE PUMP ("IYP.2) CONT PANEL I I I I I I I I I I I _J SA-1 • • I I I I I I I I I I I _. I t5I ~I I I 480V I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONT PANEL I I I I I I I I I I 480V I ! MX-2 0--B ' 120V AE-2 480V CONT PANEL I I I -1- I J SP-3 • I I A I I I A d1 I I A I I I A A Yo EXISTING RESERVOIR I I I A d1 I I A I I I A A PLANS PREPARED BY: AE-3 480V CONT PANEL • • I I I I I I I I I I I _. I t5I ~I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I I I I I 4BOV CONT PANEL • • I I I I I I I I I I I _. I is I rt I I I I I I I I I I I I I I I I I I I I I I I -1- ...;........._~ 480V .-------,.. CONT 480V CONT PANEL 480V SP-4 I PANEL I I I I I I I I I I I I I MX-3 0--B I I I I I I I I I I I I SP-5 I SA-2 RECORD DRAWINGS I~--~ I! MX-4 0--B ' These Record Drawings hove been prepared bosed on information submitted, In, port, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these pion s as a resu It. APPROVED J2~~~ c!;n~~: !u~~~ Irvine, California 92618 (949) 727-7099 (949) 727-7097 FAX 5 12/04 JSP RECORD DRAWINGS 3 5/04 JSP DISINFECTION SYSTEM REDESIGN REV DATE BY DESCRIPTION REVISIONS DATF " l. A1'P'D IJFSIGNED SE DRAWN • WVPJ CHECKED DA E SDT 10 03 4BOV CONT PANEL SP-6 I 1-4 C-3037 BIG CANYON RESERVOIR PROCESS & INSTRUMENTATION DIAGRAM -3 CITY OF NEWPORT BEACH W-5293-S PUBLIC WORKS DEPARTMENT SHEET 40 OF 40 ' I I \ i .,. ':" 0 - <O 0 0 N " -0 " "' n a, • -0 " 0 0 a: w w / 0 0 <C 0 / on on 0 / "' 0 "' 0 z Simulation View A Big Canyon Reservoir SIMULATION VIEW A BEFORE ["'II:] TETRA TECH, INC. Simulation View A Big Canyon Reservoir SIMULATION VIEW A AFTER (WITH COVER) ["'II:) TETRA TECH, INC. Simulation View A Big Canyon Reservoir SIMULATION VIEW A AFTER (WITH COVER & LANDSCAPE) [ '11::] TETRA TECH, INC. Simulation View B Big Canyon Reservoir SIMULATION VIEW B BEFORE- ["Tl:] TETRA TECH, INC. Simulation View B Big Canyon Reservoir SIMULATION VIEW B AFTER (WITH COVER) ["Tl:] TETRA TECH, INC. Simulation View B Big Canyon Rese rvoir SIMULATION VI EW B AFTER (WITH COVER & LANDSCAPE) ["'II:] TETRA TECH, INC. Big Canyon Reservo ir Simulation View C SIMULATION VIEW C AFTER (WITH COVER) ["Tl:] TETRA TECH, INC, Big Canyon Reservoir Simulation View C SIMULATION VIEW C BEFORE ["'II::] TETRA TECH, INC.