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HomeMy WebLinkAboutW_5378_SAS-BUILTS AS-BUILTS " C: 0 z r---0 N IX) LO 0 w § Cl. ., "O "O ;. ~ 0 N I " 0 0 IX) "' 0 LO u, Q) ~ Q) .c: u, C: ·;; E' "O 0 0 IX) "' 0 LO N ... 0 N -0 -I 0 0 "' -u, :, SYMBOL LEGEND PROPOSED PIPELINE CllY /COUNlY BOUNDARY RIGHT OF WAY CENTERLINE --• -S-• --• -S-• --SEWER LINE --w------WATER LINE GAS LINE ELECTRIC LINE ----G --E----E-- ------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--x x -FENCE o □ o □ n □ n o n n GUARD RAIL ..... 9 POWER POLE STREET/TRAFFIC SIGN MANHOLE SEWER MANHOLE STREET LIGHT TREE SHRUBBERY ASPHALT PAVEMENT SMH(;:;} SDMH<;:;) STORM DRAIN MANHOLE f::: :::-·.<7 CONCRETE ~··.....!--~~ -t0t-FIRE HYDRANT WM D METER BOX RP□ • + ' UTILllY BOX IRRIGATION CONTROL VALVE REDUCED PRESSURE BACKFLOW DEVICE GUY WIRE TEST BORING CORROSION TEST STATION AIR AND VACUUM RELEASE VALVE BLOW OFF THRUST BLOCK ➔ ~A~--SECTION CALLOUT @--DETAIL NUMBER ~SHEET NUMBER ---BLOCKWALL MON A 00RLJ MONUMENT x55.o 6Q " 11 V SPOT ELEVATION EXIST. CONTOURS EXIST. UTILllY CROSSING (PROFILE) BUTTERFLY VALVE (PROFILE) VALVE (PLAN VIEW) GATE VALVE (PROFILE) --®--EXISTING VALVE @ PROPOSED PIPELINE CURVE /::,. ANGLE ~ ANGLE POINT ABBREVIATIONS ABAND. A.B. ACP ASPH A.C. APWA AWWA AVE. BC CATV CSG CB C.P. CML&C CML&TW 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 HVY. HPG HORIZ. IN. I.D. INV. IRR LBS. LT. LF MAX. MIN. M.J. MON M.L.C.C.S.P. N N.T.S. NO. NOM. o.c. ocs O.D. PVMT. PED PL. PT. PRC PVC PCC PB R RP RCP RCSCP R.W. RWM REQ'D RT. R/W OR R.O.W. RD SCH. SWR SFM SMH s SPECS. STD. STA. STL. ST. LT. ST. STA. SD SDMH SLPB SQ. ss T TV THK. TBA TC TS TSPB lYP. VERT. WM w ws WV W.W.M. 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 CllY OF NEWPORT BEACH CLASS CLEARANCE CONCRETE CONCRETE CYLINDER PIPE CONDUIT CORRUGATED METAL PIPE COUPLING CURB FACE DRAWING EACH EAST OR ELECTRIC ELECTRIC ELEVATION END OF CURVE EXISTING FIRE HYDRANT FLANGED FIBER OPTIC FLAT ON TOP GAS GAUGE GRADE BREAK HIGH DENSllY POLYETHYLENE HEAVY HIGH PRESSURE GAS HORIZONTAL INCHES INSIDE DIAMETER INVERT ELEVATION IRRIGATION POUNDS LEFT LENGTH LINEAL FEET MAXIMUM MINIMUM MECHANICAL JOINT MONUMENT MORTAR LINED CONCRETE CYLINDER STEEL PIPE NORTH NOT TO SCALE NUMBER NOMINAL ON CENTER ORANGE COUNlY 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 REDUCED PRESSURE BACKFLOW DEVICE 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 STORM DRAIN MANHOLE STREET LIGHT PULLBOX SQUARE STAINLESS STEEL TANGENT OR TELEPHONE OR THICKNESS TELEVISION THICK TO BE ABANDONED TOP OF CURB TRAFFIC SIGNAL TRAFFIC SIGNAL PULL BOX lYPICAL VERTICAL WATER METER WATER OR WIDTH OR WEST WATER SERVICE WATER VALVE WELDED WIRE MESH JOB SITE SAFETY BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS CllY OF NEWPORT BEACH, STANTEC (HEREINAFTER ENGINEER), THEIR PARENT AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERlY 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 CllY OF NEWPORT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY THE SOLE NEGLIGENCE OF CllY OF NEWPORT 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 LIABILllY 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 ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILllY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CllY OF NEWPORT BEACH AND STANTEC, ITS EMPLOYEES, OFFICERS, AND AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATIONS AS DEFINED IN GOVERNMENT CODE 4216.1 (J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING N67-41-26E BETWEEN O.C.S. HORIZONTAL STATIONS 6276 AND 6271 AS PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNlY SURVEYOR. BENCHMARK: DESCRIBED BY OCS 2003 -FOUND 3-3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-46-99" SET ON THE TOP NORTHERLY CORNER OF A 4.0 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE SOUTHEASTERLY SIDE OF MACARTHUR BOULEVARD, 0.6 MILES NORTHEASTERLY OF SAN JOAQUIN HILLS ROAD, 175 FT. SOUTHWESTERLY OF A LANDSCAPE MAINTENANCE DRIVEWAY. MONUMENT IS SET LEVEL WITH THE SIDE WALK. OCS BM 3S-46-99 NAVD88 ELEVATION = 201.091' DATUM STATEMENT: COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, NAD 83 (2007.00 EPOCH ADJUSTMENT), AS PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNlY SURVEYOR. Stantec 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 E STOR 0 48"W-----llr---------48"W ASPH C, DENSE TREES NE rtuiL'I\.IM TERING VAULT SEE O FOR IMPROVEMENT ----- SUMP PUMP CURB DISCHARGE \ '-'---,\~ \ /::) I \ ..._____ / \ SAMPLE LINE IN JOINT TRENCH WITH ELECTRICAL ELECTRICAL ROOM ••◄ DRIVEWAY. ND DRIVEWAY. JOIN EXI TI G C EMOVE INTERFERING PORTIO F NSTALL COMMERCIAL DRIVEWAY STD. PLAN 161-L TYPE Ill. ©-INSTALL 1 " OD BLUE PEX SAMPLE FITTINGS IN 4' SCH 80 PVC CARRI OF COVER. (200± LF.) ©-INSTALL 24 "X36" PULL BOX WITH BOTl TRAFFIC LID. TERMINATE 4" PVC CARRIER PULL BOXES. LABEL LID WITH SAMPLE LI . ALL 2" SCH 80 PVC SUMP PUMP DISCH • PIPE. CHARGE TO CURB. MIN. 3' COVER. (35± L.F.) COORDINATE TABLE EASTING DESCRIPTION CURB FACE h:OTE: SEE S . C-1 FOR 0 / / / 0 \0 \ 0-. \ \:.) \0 \ ' ( G-2 C-6104 REVIEWED: ~fl BEN DA VIS, RCE 82033 ASSOCIATE CIVIL ENGINEER ABBREVIATIONS, SYMBOL LEGEND, NOTES AND SITE PLAN BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS " 949.923.6000 stantec.com DESIGNED: NB DRAWN: S :z NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 2 OF 28 0------------------------------------------------------------------------------------------------------------------------------------------------------------ AS-BUILTS " C: 0 z 0 N IX) LO 0 w § Cl. ., "O "O ;. 8 0 N I " 0 0 IX) "' 0 LO u, Q) ~ Q) .c: u, C: ·;; E' "O 0 0 IX) "' 0 LO N ... 0 N -0 -I 0 0 "' -u, :, t>-- t> ~ LANDSCAPE NI.EA~ ~ DIRT NI.EA~ EXIST. 27" ZONE Ill PIPELINE. PROTECT IN PLACE. . • -..... <J· ..• ., TO 30" ZONE II PIPELINE 7 .. ff] .... ·w (ABANow===-==~==µ=.L ----j-cfr • . • • • BAND . •·, .. •+" . . . • I • • .. ABANDON EXIST. 12" AC PIPELI I E AITTR RECONNECTION OF THE EXIST. f WATER METER TO THE 27" ZONE Ill PIPELINE. REMOVE INTERFERING PORTION$ OF 12" A.C. PIPE AS REQUIRED FOR INSTAULATION OF NEW METER VAULT. SEE D AIL 1 HEREON. GRAPHIC SCALE 2 4 3' CLENI. t> --t>--__ t> t> I "--......,. -------EXIST. TREE PROTECT .,,-----... -IN PLACE {lYP.} 'EX~, l~Rl'1A i · SYSTEM PROTECT I~~~ {lYP.) CONTRACTOR / R PONSIBLE FOR REPLACEMENT ? I KIND Afff IRRIGATION DAMAGED DURING CONSTRUCTION. ----. G) G) G) G) RELOCATE 2" WATER METER. ~y)~~ ~ _,# / ~ / G) G) G) ~ Q CONNECT 2• WATER SERVICE TO·--=::=-=~~~~G)~"~:SG) \!y EXIST. 27 ZONE Ill PIPELINE L 7..:i, ----~/,.- /,. ~A.C. ACCESS ROADWAY ~ PROTECT IN PLACE PULL BOX@ SAMPLE PUMP LINE. SEE SHEET G-2. EXIST. ELECTRIC'<- J I SEE DWG G-2 FOR DWY EXIST. TELEPHONE Stantec '..., 38 TECHNOLOGY DRIVE. SUITE 100 ~ACCESS ROAD~ '\ / / / / / COORDINATE TABLE NORTHING cASTING DESCRIPTION A 2170002.8263 6071612.2703 NW CORNER VAULT B 2169992.0643 6071621.2353 NE CORNER VAULT C 2169993.8043 6071601.6219 SW CORNER VAULT D 2169983.1331 6071610.5011 SE CORNER VAULT E 2169981.0928 6071664.6884 CURB FACE F 2169963.5711 6071651.6273 CURB FACE CURVE TABLE NUMBER DELTA RADIUS LENGTH TANGENT Cl 131"6'8" 12.00' 27.47' 26.43' CONSTRUCTION NOTES: CONSTRUCT FLOW METERING VAULT PER SHT. M-1. ABANDON EX. 12" AC PIPELINE IN PLACE, REMOVE INTERFERING PORTIONS OF 12" AC PIPELINE AND INSTALL CONCRETE PWG PER DETAIL 1 HEREON. 3 REMOVE PORTION OF EXISTING CURB. 4 JOIN EXIST. CURB. CONSTRUCT lYPE B CURB PER CITY STD. PLAN 182-L CONSTRUCT 8" THICK AC ON COMPACTED SUBGRADE. AIR VENT PER DETAIL 2 HEREON. REMOVABLE GUNI.D POST PER CITY STD. PLAN 917-L PAINT POST WHITE WITH REFLECTIVE STRIPES. ©-CONSTRUCT CONCRETE SWALE EXTENSION MAINTAIN EXIST. FLOWLINE. BRING PULL BOX TO GRADE. REPLACE LID WITH H-20 RATED LID. CONSTRUCT 2• WATER SERVICE PER CITY STD. DWG 503-L REPLACE DAMAGED LANDSCAPING AND IRRIGATION SYSTEM IN KIND. NOTE: 1. SHORING OR SOLD SHEATHING IS REQUIRED FOR DEPTHS OVER 5-FEET. STAMPED AND SIGNED DESIGN CALCULATIONS BY A REGISTERED ENGINEER SHALL BE REQUIRED. REVIEWED: NOTE: PLUG PIPE WITH DI PLUG (OR CAP AS NEEDED), SIZE TO FIT PIPE ----------='4+-----as: ,-·------- \_ABANDON EXIST. PIPE IN PLACE CUT OR REMOVE EXIST. PIPE l AS REQUIRED FOR NEW VAULT CONSTRUCTION SEE NOTE BELOW. CONSTRUCT CONC. BLOCK CAST AGAINST PIPE PLUG (CAP) CONTRACTOR MUST MEET ALL CAL/OSHA AND CAL/EPA REQUIREMENTS AND AWWA WORK PRACTICES FOR ASBESTOS-CEMENT PIPE OPERATIONS INCLUDING A CURRENT DOSH REGISTRATION AND/OR CURRENT TRAINING IN DOSH APPROVED AC PIPE COURSE. ALL REMOVED AC PIPE SHALL BECOME THE PROPERlY OF THE CONTRACTOR AND SHALL BE DISPOSED IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS. CONTRACTOR SHALL PROVIDE THE CllY INSPECTOR WITH PAPER CUSTODY TRAIL DOCUMENTATION OF DISPOSAL. PIPE PLUG DETAIL 1 NOT TO SCALE END PVC VENT/EXHAUST PIPE 12" VENT PIPE. ARMORCAST PRODUCTS COMPANY MODEL# P6002712-SND SANDSTONE FINISH. CONNECT VENT AT 4 PLACES W/ 3/8" DIA. X 1-1/2" lYPE 316 SS SELF TAPPING SCREW. DRILL THRU PVC DUCT AND VENT STACK BELL:--. -~::::~~lL ~~~~=~---:-.t 3/4" CHAMFER {lYP.) • "' 18" CONSTRUCT 3'x3'x6" TH. (OR SIZE AS SPECIFIED ON PLAN) CONCRETE PAD. W/ 6X6 WWF INSTALL 12"J SCH. 80 PVC VENT/EXHAUST PIPE W/ ELBOWS AND CONNECTIONS BELOW GRADE AS REQUIRED . AIR VENT DETAIL 2 NOT TO SCALE UNPAVED AREAS. REPLACE WITH IDENTICAL MATERIAL AND FINISH. MINIMUM THICKNESS OF REPAIR TO MATCH EXISTING OR OTHER MATERIAL f,S APPROVED BY THE CITY. UNPAVED EXISTING SURFACE UTILITY MARKING TAPE ~- SIGNAL AND POWER CONDUIT. SEE SHEET E-4 DETAIL 3. -----.~ CONDITION 24" ····,· , -~;·:=~->< PAVED SURFACE TO MATCH EXISTING. PAVEMENT ZONE z u,o ~~ zo. :::>zl/l zW~ -1/l a. :" ~ vW "'i!c 0 2• WIDE DETECc METALUC UNDERG TAPE (FOR NON- PIPE ONLY) ----·:.: z IMPORTED SELECT SAND, SHOVEL SUCED UNDER HAUNCHES. c:::,;/,;!_} ::;{t,~}f-~ ~ ~ w z ~-~.:·· . .. . ·. ,.'.': ., .- '~:.-; ,, .. ' ~ . . ... : 1·.~···:. w • a. q i[ 0 0 N w a. i[ 6" MIN. 9" MAX. w z 2 :r " z w 0: >- w z 0 N "' z □ " w <D w a. i[ NOTES: (ON EACH SIDE OF PIPE BELL) 1. TRENCH ZONE MATERIAL SHALL BE FREE-DRAINING GRANULAR MATERIAL HAVING SAND EQUIVALENT OF NOT LESS THAN 20% {SE 20). COMPACT TO A MINIMUM OF 95% RELATIVE DENSITY. 2. PIPE BEDDING ZONE MATERIAL SHALL BE FREE-DRAINING GRANULAR MATERIAL HAVING SAND EQUIVALENT OF NOT LESS THAN 30% {SE 30}. COMPACT TO A MINIMUM OF 90% RELATIVE DENSITY. 3. SHORING OR SOLD SHEATHING IS REQUIRED FOR DEPTHS OVER 5-FEET. STAMPED AND SIGNED DESIGN CALCULATIONS BY A REGISTERED ENGINEER SHALL BE REQUIRED. TRENCH DETAIL 3 NOT TO SCALE C-1 C-6104 ~fl FLOW METERING VAULT -CIVIL PLAN AND DETAILS BIG CANYON RESERVOIR BEN DA VIS, RCE 82033 ASSOCIATE CIVIL ENGINEER FLOW METERING VAULT AND TREATMENT IMPROVEMENTS ( IN FEET ) """""-IRVINE, CA 92618 " 1 inch = 4 ft. "--949,923.6000 stantec.com DESIGNED: NB DRAWN: $ :z NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 3 OF 28 0------------------------------------------------------------------------------------------------------------------------------------------------------------ 4 TYPICAL NOTES GENERAL NOTES:CONCRETE:FOUNDATION:DESIGN BASIS: STRUCTURAL OBSERVATION: REINFORCING STEEL: S-1 550 West C Street Suite : 1200 San Diego, CA 92101 Tel. (619) 831-4600 Kleinfelder.com S 6084 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR AS-BUILTS -0 I "' ~ "' C -g C: g "' Q) " "' :, C > C: ~ C: C u "' r--:J: ~ -u .!!! 0 5 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS. NO PORTION OF STRUCTURAL RELATED WORK, INCLUDING SHOP DRAWING DEVELOPMENT, SHALL BE PERFORMED WITHOUT CONSIDERING REQUIREMENTS OF CONTRACT DOCUMENTS IN THEIR ENTIRETY. 3. DETAILS AND SCHEDULES INDICATED AS "TYPICAL" MAY NOT BE SPECIFICALLY REFERENCED ON DRAWINGS. DETERMINE WHERE EACH TYPICAL DETAIL OR SCHEDULE APPLIES BEFORE PROCEEDING WITH WORK. IF CONDITIONS ARE FOUND WHICH ARE NOT SPECIFICALLY DETAILED AND NO TYPICAL DETAIL OR SCHEDULE APPLIES, PROMPTLY NOTIFY THE STRUCTURAL ENGINEER. 4. OPENINGS, POCKETS, CORE DRILLING, ETC. SHALL NOT BE PLACED IN STRUCTURAL WALLS, SLABS, AND MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER OF RECORD WHEN DRAWINGS BY OTHERS INDICATE OPENINGS, POCKETS, CORE DRILLING, ETC., NOT INDICATED ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 5. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. 6. UNLESS NOTED OR SHOWN OTHERWISE, ALL PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (LATEST EDITION), AND ANY ASTM SPECIFICATIONS ON WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 7. ALL ASTM DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 9. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 10. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS: A. SIZE AND LOCATION OF ALL OPENINGS. B. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC. C. FLOOR, ROOF, AND WALL FINISHES. D. DIMENSIONS WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 11. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 12. NEITHER THE OWNER NOR THE STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SITE OBSERVATION VISITS BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. 13. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. THE OWNER OR CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 14. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL. WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. 15. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 16. FOR BELOW GRADE STRUCTURES BACKFILL SHALL NOT BE PLACED UNTIL ALL FLOOR AND ROOF FRAMING IS COMPLETE. 1. CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 19 OF THE CALIFORNIA BUILDING CODE, ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 350 "CODE REQUIREMENT FOR ENVIRONMENTAL CONCRETE STRUCTURES" (LATEST EDITIONS), EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. ALL CONCRETE SHALL BE 150 PCF HARDROCK, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 4. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1 INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS ON GRADE, WALLS, AND ALL OTHER CONCRETE SHALL BE 3/4 INCH. PEA GRAVEL SHALL NOT BE USED FOR STRUCTURAL CONCRETE, UON. 5. CEMENT SHALL CONFORM TO ASTM C150, TYPE II, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO ASTM C33. 6. ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND REVIEWED BY THE ENGINEER OF RECORD. 7. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO CBC CHAPTER 19 UNLESS OTHERWISE NOTED. 8. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 9. PROVIDE 2-#5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS AND INSIDE CORNERS OF FLOORS. 10. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTION JOINTS. 11. READY MIXED CONCRETE SHALL CONFORM TO ASTM C94. 12. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 13. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING 8-8 PLYFORM, CLASS I, EXT-APA PLYWOOD. 14. ALL SLABS SHALL HAVE A TROWEL FINISH EXCEPT AS NOTED ON THE DRAWINGS. 15. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 16. IF THE CONTRACTOR REQUESTS TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, THEY SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 17. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 18. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, UON. 19. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 20. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH, WEATHER, OR LIQUID 2" BEAMS AND GIRDERS 2" WALLS 2" COLUMN TIES 2" SLABS (#11 AND SMALLER) 2" 21. CONCRETE CURING: TYPICALLY REQUIRED A MINIMUM OF 10 DAYS. 1. PER CBC CHAPTER 17 SECTION 1704, THE OWNER SHALL EMPLOY A LICENSED ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR HIS DESIGNATED ENGINEER TO MAKE SITE VISITS TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS, SPECIFICATIONS AND CHANGE ORDERS. THE ENGINEER SHALL SUBMIT A STATEMENT IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN MADE AND THAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE INSPECTIONS REQUIRED BY SECTIONS 110, 1704, 1705 OR OTHER SECTIONS OF THE CODE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO THE COMPLETION OF ANY WORK THAT REQUIRES OBSERVATIONS. STRUCTURAL OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING WORK PERFORMED BY THE CONTRACTOR: a. 50% OF FOUNDATION REINFORCEMENT. b. 50% OF WALL REINFORCEMENT FOR EACH LEVEL. c. 50% OF ANY INTERMEDIATE FLOOR REINFORCEMENT/FRAMING. d. 50% OF ROOF REINFORCEMENT/FRAMING. 1. ATTACH ONE COPY OF SOILS REPORT TO THE APPROVED SET OF CONSTRUCTION DOCUMENTS. SOILS REPORT SHALL BE PART OF THESE NOTES. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. THE GEOTECHNICAL ENGINEER SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT. THE GEOTECHNICAL ENGINEER WRITTEN CERTIFICATION SHALL VERIFY THE FOLLOWING: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. SOILS REPORT PREPARED BY: GEOTECHNICAL EVALUATION BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS, 3300 PACIFIC VIEW DRIVE, CORONA DEL MAR, CALIFORNIA. PREPARED BY NINYO & MOORE. DATED OCTOBER 26, 2015. 3. SOIL REMOVAL, BACKFILLING, AND RECOMPACTION SHALL BE PERFORMED PER SOILS REPORT RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND INSPECTION. 4. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 5. TYPE OF FOOTING: A. MAT FOUNDATION SYSTEM. DESIGN SOIL PRESSURE: FOOTING TYPE MAT FOUNDATION STATIC BEARING PRESSURE 5,000 PSF 6. FOOTING ELEVATIONS SHALL BE LOCATED SUCH THAT THEIR BEARING IS A MINIMUM HORIZONTAL DISTANCE OF 7 FEET FROM THE DAYLIGHT OF AN ADJACENT SLOPE OR AS RECOMMENDED WITHIN THE SOILS REPORT. 7. FOUNDATION EXCAVATIONS, FILLING, AND COMPACTION ARE TO BE OBSERVED BY AND DEEMED ACCEPTABLE TO THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE PRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE. 8. A MOISTURE BARRIER MEMBRANE SHALL BE PLACED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 9. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING. 10. SLAB BASE AND COMPACTION ARE TO BE IN ACCORDANCE WITH SOILS REPORT. 11. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 12. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS, TRENCHES, UNDER FLOOR DUCTS, AND CONDUITS, SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. TRENCH BACK FILL AS PER SOILS REPORT REQUIREMENTS. 13. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 14. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED 15. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICE IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 16. THE CONTRACTOR SHALL PROVIDE FOR DESIGN, APPROVALS, PERMITS, INSTALLATION, AND MONITORING OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 17. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. ~ ~ </,>.OFESSfO:W i ( KLEINFELDER ~f~~11, CODE: 2013 CBC (CALIFORNIA BUILDING CODE) CCR, TITLE 24, PART 2. GRAVITY LOADS: 1. TOP SLAB LIVE LOAD 2. FLOOR LIVE LOAD 250 PSF 100 PSF LATERAL LOADS: 1. EARTHQUAKE DESIGN DATA : RISK CATEGORY = IV SEISMIC DESIGN CATEGORY = D SITE CLASS = D ss = 1.649 s1 = 0.600 Fa = 1.0 Fv = 1.5 SMS = 1.649 SM1 = 0.900 sos = 1.099 so, = 0.600 le = 1.5 R = 5.0 (BASIC SEISMIC-FORCE-RESISTING SYSTEM(S)) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC BASE SHEAR: V = 0.429W (ULTIMATE DESIGN) V = 0.300W (ALLOWABLE DESIGN) 2. WIND DESIGN DATA: BASIC WIND SPEED = 115 EXPOSURE C SPECIAL LOADS: REVIEWED: 1. SOIL LATERAL LOADS: AT-REST PRESSURE = 72H1 PSF /FT ABOVE GROUNDWATER 72H1 + 32H2 PSF /FT BELOW GROUNDWATER WATER PRESSURE = 62.4 H2 PSF /FT BELOW GROUNDWATER DESIGN GROUNDWATER = 10 FT BELOW GRADE SOIL SEISMIC = 10 H PSF /FT (APPLIED AS AN INVERTED TRIANGLE) Hi = SOIL HEIGHT ABOVE GROUND WATER H2 = SOIL HEIGHT BELOW GROUND WATER 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE CBC, AND THE "MANUAL OF STANDARD PRACTICE" BY THE CRSI OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, DEFORMED GRADE 60. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO ASTM A706, DEFORMED GRADE 60. 4. DETAILS OF REINFORCEMENT SHALL COMPLY WITH ACI 318, CHAPTER 7 (LATEST EDITION). 5. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A706 WITH LOW HYDROGEN ELECTRODES AND STRUCTURAL WELDING CODE REINFORCING STEEL SHALL CONFORM TO ANSI / AWS D1 .4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 KSI. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 6. REINFORCING BARS FOR COLUMNS AND REINFORCING IN SEISMIC ELEMENTS INCLUDING SHEAR WALL VERTICAL REINFORCING STEEL, MOMENT FRAME BEAMS AND COLUMNS, AND DIAPHRAGM CHORD BARS SHALL CONFORM TO ASTM A706, GRADE 60, U.O.N. 7. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 SPACE AND 12" MINIMUM. 9. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING, AND NUMBER AS THE VERTICAL REINFORCEMENT. 10. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 11. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS OTHERWISE NOTED. 12. SLAB ON GRADE REINFORCING SHALL BE POSITIONED AT MID-DEPTH, UNLESS OTHERWISE NOTED. 13. PROVIDE #3 SPACER TIES AT 2' -6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, UNLESS OTHERWISE NOTED. 14. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. 15. REINFORCING BAR LAP SPLICES SHALL NOT BE PERMITTED IN MOMENT FRAMES OR SHEAR WALLS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ENGINEER IN WRITING. 16. MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL, INCLUDING SPLICED REINFORCEMENT, SHALL BE 1" OR 1 BAR DIAMETER, WHICHEVER IS GREATER. MINIMUM CLEAR DISTANCE AT COLUMNS SHALL BE 1 1 /2" OR 1 1 /2 BAR DIAMETERS, WHICHEVER IS GREATER. 17. ALL REINFORCEMENT SHALL BE CENTERED ON MEMBER UNLESS OTHERWISE INDICATED. BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1 ~ Bright people, Right Solutions. /J, I(! I/ y /~, A l---+-----+-------------------+-----1 c:, ~ v ., e'¼k/ • v DESIGNED: DRAWN: z ~~1',@S)W" CN SL ; _____________________________________________________________ • _______ • __________________ N_o_. __ D_A_TE ___ DE_s_cR_1_Pr_1o_N_□_F_R_E_v_1s_1□-Ns ____________ A_P_P_R□_VE_D_c_H_Ec_K_E_D,_E_N_D-AT_E_: _s.,,/.,:3._l1_,7 ______________________ s_HE_E_T ___ □F __ .. 5 TYPICAL NOTES ABBREVIATIONS: REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION CONTINUOUS INSPECTION PERIODIC INSPECTION REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS INSPECTION PERIODIC INSPECTION STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTION PROGRAM - APPLIES TO ALL TABLES S-2 550 West C Street Suite : 1200 San Diego, CA 92101 Tel. (619) 831-4600 Kleinfelder.com S 6084 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR AS-BUILTS 0 ~ ~ "' 0 w § [L ~ -0 N 0 I "' ~ "' C -g C: g "' Q) -0 "' :, C > C: ~ C: C u "' r--:J: ~ -u .!!! 0 5 1. INSPECTION OF REINFORCING STEEL. 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH CBC TABLE 1705.2.2 a. VERIFICATION OF WELD ABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 b. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMNET. c. SHEAR REINFORCEMENT. d. OTHER REINFORCEMENT STEEL. 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. 5. VERIFYING USE OF REQUIRED DESIGN MIX. 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 9. ERECTION OF PRECAST CONCRETE MEMBERS. 10. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 11. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. X X X X X X X X X X X X X X X X X X X X THE SPECIAL INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY LATEST EDITION OF THE CBC CHAPTER 1 SECTION 110. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION'S BUILDING INSPECTOR. THE GOVERNING JURISDICTION IS DEFINED AS THE CITY, COUNTY, OR GOVERNMENTAL UNIT THAT IS RESPONSIBLE FOR THE INSPECTIONS OF CONSTRUCTION OR WORK AS SPECIFIED IN THE CONTRACT DOCUMENTS. A. PROVIDE SPECIAL INSPECTION AND TESTING FOR SEISMIC AND WIND RESISTANCE AS REQUIRED BY CBC SECTIONS 1704, AND 1705. 8. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION, TO PERFORM THE TYPE OF INSPECTION SPECIFIED. EXCEPTIONS· SOILS INSPECTIONS BY THE GEOTECHNICAL SOILS ENGINEER OF RECORD. SMOKE CONTROL SYSTEM, BY THE MECHANICAL ENGINEER OF RECORD. WHEN WAIVED BY THE BUILDING OFFICIAL. C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. D. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. E. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS. F. A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. G. AN APPLICATION TO PERFORM OFF-SITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION. H. A CERTIFICATE OF COMPLIANCE OF OFF-SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. I. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE GOVERNING JURISDICTION FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. J. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. K. FABRICATION OF MEMBERS AND ASSEMBLIES DONE IN A FABRICATOR'S SHOP APPROVED BY INSPECTION SERVICES NEED NOT HAVE CONTINUOUS OR PERIODIC SPECIAL INSPECTION. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT THE CERTIFICATE OF COMPLIANCE FORM TO INSPECTION SERVICES. L. CONTRACTOR RESPONSIBILITY PER CBC SECTION 1704.4 : EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND-OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS IN CBC SECTION 1704. REQUIRED REPORTS: 1. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. 2. SPECIAL INSPECTION REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS PERFORMED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 3. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 4. IF DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. 5. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. CONTINUOUS AND PERIODIC INSPECTIONS· 1. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL-TIME VERIFICATION OF THE WORK. 2. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALL PROVIDE VERIFICATION THAT THE PERIODIC INSPECTION WAS PERFORMED. ~ ~ </,>.OFESSfO:W i ( KLEINFELDER ~f~~11, & @ (t. fl!. AB ADJ AFF APPROX ARCH 8D BLDG BLK BLKG BLW BM BN AND AT CENTER LINE PLATE, PROPERTY LINE ANCHOR BOLT ADJACENT ABOVE FINISH FLOOR APPROXIMATE ARCHITECTURAL BOARD BUILDING BLOCK BLOCKING BELOW BEAM BOUNDARY NAIL (B) OR BRG BOT BOTTOM BEARING REVIEWED: BS BTWN CB CBC CF CHAM Cl CIP CJ CJP CLG CLK CLKG CLR CMU CNTR COL CONG CONN CONT CSK d DBL DEP DET DF DFL DIA DIAG DIM DL DN DO DIV DR DWG OWL (E) EA EF EJ EL ELEV EMBED EN EQ EQUIP ES EW EXP EXT FD FON FF FIN FLR FN FO FRMG FS FT FTG GA GALV GI GLB GRD GYP HD HOR HGR HORIZ HRD HSB HSS HT HVAC IN INSP INT JST JT BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER BOTH SIDES BETWEEN CARRIAGE BOLT CALIFORNIA BUILDING CODE CUBIC FOOT CHAMFER CAST-IRON CAST-IN-PLACE CONSTRUCTION JOINT COMPLETE JOINT PENETRATION CEILING CAULK CAULKING CLEAR CONCRETE MASONRY UNIT CENTER COLUMN CONCRETE CONNECTION CONTINUOUS COUNTERSINK PENNY DOUBLE DEPRESSED DETAIL DOUGLAS FIR DOUGLAS FIR/LARCH DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DITTO DIVISION DOOR DRAWING DOWEL EXISTING EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EMBEDMENT EDGE NAIL EQUAL EQUIPMENT EACH SIDE EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH FLOOR FIELD NAIL FACE OF __ FRAMING FAR SIDE FEET / FOOT FOOTING GAUGE GALVANIZED GALVANIZED IRON GLU-LAMINATED BEAM GRADE GYPSUM HOLDOWN HEADER HANGER HORIZONTAL HARD HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION HEIGHT HEATING, VENTILATION, & AIR CONDITIONING INCH INSPECTION / INSPECTOR INTERIOR JOIST JOINT 1 ~ Bright people, Right Solutions. /J, I(! I/ y /~, A l---+-----+-------------------+------1 c:, ~ v ., e'¼k/ • v DESIGNED: DRAWN: KIPS KO LB LB LF LG LL LLH LLV LS LT MAS MAT MAX MB MECH MEZZ MIN MH MANUF MTL (N) NS NIC NOM NTS OC OD OH OPNG OPP OWJ PC PERP PL OR (it) PLYWD PNL PREFAB PSF PSI PT. PT PVC RAD RD REF REINF REQD REV RF RFTR RH RM RO RS SCHED SECT SF SHT SHTG SIM SMS SOG SPEC SQ ss STGR STD STIFF STL STRUCT STS SYM SYS T&B T&G TEMP THK THKND THRU TL T.O. TSG TYP KILOPOUNDS (1,000 POUNDS) KNOCK OUT POUND LAG BOLT LINEAR FOOT LONG LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LAG SCREW LIGHT MASONRY MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEZZANINE MINIMUM MANHOLE MANUFACTURER METAL NEW NEAR SIDE NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OPPOSITE OPEN WEB JOIST PRECAST PERPENDICULAR PLATE PLYWOOD PANEL PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCHES POINT PRESSURE TREATED POLYVINYL CHLORIDE RADIUS ROOF DRAIN REFERENCE REINFORCED / REINFORCING REQUIRED REVISION ROOF RAFTER ROOF HATCH ROOM ROUGH OPENING ROUGH SAWN SCHEDULE SECTION SQUARE FOOT SHEET SHEATHING SIMILAR SHEET METAL SCREW SLAB ON GRADE SPECIFICATION SQUARE STAINLESS STEEL STAGGERED STANDARD STIFFENER STEEL STRUCTURAL SELF TAPPING SCREW SYMMETRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TEMPORARY THICK THICKENED THROUGH TOTAL LOAD TOP OF TAPERED STEEL GIRDER TYPICAL UNLESS OTHERWISE NOTED UON VERT OR V.I.F (V) VERTICAL W/ W/0 WCJ WD WHS WIN WP WPJ WT WWF WWM VERIFY IN FIELD WITH WITHOUT WALL CONTROL JOINT WOOD WELD HEADED STUD WINDOW WATERPROOF / WORK POINT WEAKENED PLANE JOINT WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH z ~~1',@S)W" CN SL ; _____________________________________________________________ • _______ • __________________ N_o_. __ D_A_TE ___ DE_s_cR_I_PT_Io_N_o_F_R_E_v_Is_Io_Ns ____________ A_P_P_Ro_VE_D_c_H_Ec_K_E_D,_E_N_0_AT_E_, _s.,,/.,:3._l1_,7 ______________________ s_HE_E_T ___ oF __ .. CORNER END CORNER ENDINTERSECTION INTERSECTION CONSTRUCTION JOINT (CJ) BAR CLEARANCE OFFSET180 DEG BEND 90 DEG BEND CAP STIRRUP 135 DEG BEND INTERSECTION 6 TYPICAL DETAILS S-3 550 West C Street Suite : 1200 San Diego, CA 92101 Tel. (619) 831-4600 Kleinfelder.com S 6084 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR AS-BUILTS Q) .3 0 N "' "' 0 w § [L 3' -0 "' 0 I "' Q) "' C .c C: ·;;; Q) -0 "" :, C > C: C C: C u " ' ~ - ,- ~INTERSECTING BARS A SHALL MATCH (H) • WALL REINF TYP LAP, TYP • A{1) (V) BAR LAP, TYP / • -/ V / .,,> ( • -~ I' LAP, TYP STD nuul\ • .. ,. • -I/ LAP, TYP / • (1) {V) BAR . V • 2 BARS 2 V BARS ( ) {V) ( ) ( ) (2) {V) BARS ~ ~ TYPICAL CONCRE IE FOOTING REINF -PLAN VIEW 1 NOT TO SCALE TYP SEE NOTE 16 ON S-1 ~ C :':l ~ C 6L 4d d 'd' ~r ~ " VERTICAL EINF R WIRE TIE TYP u WL OR BAR 6 BAR SIZE F' c=3,000 PSI #3 23 #4 30 #5 37 #6 44 #7 64 #8 73 #9 82 #10 92 #11 101 F'y = 60 KSI NOTES: TENSION LAP 'Lt' {IN) F' c=4,000 PSI F' c=5,000 PSI 20 17 26 23 32 28 38 34 55 49 63 56 70 63 80 70 87 78 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED AS SHOWN UON. 2. MINIMUM COVER 2". 3. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING AS VERTICAL REINFORCING. TYPICAL VERllCAL REINF LAP SPLICE NOTE: l<th HOOK EMBED (IN) 6 7 9 11 12 14 16 17 19 CAP STIRRUPS MAY BE USED WHENEVER 135" CLOSED STIRRUPS ARE SHOWN IN GRADE BEAM ONLY REINFORCING BAR BEND REINFORCING BAR BEND SIZE DIAMETER {"D") #3 TO #8 6d #9 TO #11 8d #14 TO #18 10d NOTE: ALL BENDS SHALL BE MADE COLD • (0 z ;g ::. N • N - TYPICAL REINF BAR BENDS / / .____, FOOTING_/ PLANE PARALLEL TO --✓ FINISH GRADE SLOPE .,--TOP OF FINISH GRADE --FINISH GRADE SLOPE 7'-0" MIN TO DAYLIGHT , OR PER SOI LS REPORT , MIN REQUIREMENTS SPRAY W/ BOND BREAKER COMPOUND AFTER FORMS ARE REMOVED --~ LAP TYP '11, .ill, , ,ill: , ,ill: , ,ll __....--r-.3/4"x1/4" SAWCUT FILLED W/ ELASTOMERIC SEALANT 6" WATERSTOP 2" PLANKING TYP NOTES: CUT BACK SPALL AFTER SET CLEAN TO REMOVE LAITANCE AND SCUM CURB OR STARTER WALL I WIDTH PER PLAN+2" I {MANDATORY MINIMUM FORMWORK UNLESS FULLY FORMED) 1. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS PROVIDED THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE ENGINEER {STRUCTURAL ENGINEER). IN SUCH CASE THE MINIMUM FORMWORK SHOWN ON THE DRAWINGS IS MANDATORY TO ENSURE CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO THE PLACING OF CONCRETE. 2. FORMWORK IS NOT PERMITTED WITHIN FOOTING SECTION, UNLESS FULLY FORMED. 3. STAKES ARE NOT PERMITTED WITHIN FOOTING SECTION. TYPICAL FTG-TO-SLOPE TYPICAL SLAB/WALL JOINTS TYPICAL MIN FORMWORK ' ' I ~ _.]' ' -- STD HOOK LAP PER SCHED TYP STAGGER LENGTH = LAP SPLICE LENGTH NOTES: HORIZONTAL REINFORCING (0 --w I t:i en z z w 0 ~ 1. SPLICE LENGTH SHALL BE DETERMINED FROM THE SIZE OF THE SMALLER BAR SPLICED. 2. MINIMUM COVER 2". 3. TOP BARS ARE DEFINED AS BARS WITH 12" OR MORE OF FRESH CONCRETE PLACED BELOW THEM. 4. Lt VALUES IN SCHEDULE SHALL BE MULTIPLIED BY 1.3 FOR LIGHT WEIGHT CONCRETE. BAR SIZE F'c=3,000 P.S.I. TOP OTHER BARS BARS #3 29 23 #4 38 30 #5 47 37 #6 56 44 #7 82 64 #8 94 73 #9 106 82 #10 119 92 #11 131 101 HARDROCK CONCRETE F'y = 60,000 P.S.I. {CLASS "B") TYP HORIZONTAL REINF LAP SPLICE 4'-0" SQ MAX 1'-o·sQ MIN FOR OPENING 12" AND SMALLER, SPREAD BARS AROUND OPENING PROVIDE (2) #6 MIN EF AND EA CORNER LAP, TYP FULL HEIGHT VERTICAL BARS AT WALLS TYPICAL REINF AT LARGE OPENING G-,NFELDER ~ Bright people, Right Solutions. REVIEWED: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: TENSION LAP "Lt" (IN) F' c=4,000 P .S.I. F'c=5,000 P.S.I. TOP OTHER TOP OTHER BARS BARS BARS BARS 25 20 22 17 33 26 29 23 41 32 36 28 49 38 44 34 71 55 63 49 81 63 72 56 91 70 81 63 103 80 91 70 113 87 101 78 c:; z ~ ~ ; __________________________________________________________ • ______ • _________________ N_o_. --D-ATE ___ D_Es_c_RI-PT_1o_N_o_F_R_E_v1_s1_□N_s ___________ A-PP_R_oVE_D_c_H_E_cK_E_D=-E_N_DA_T_E=-5_3_17 _____________________ s_H-EE_T __ □_F __ .. VERT. CROSS FLAT CROSS VERT. TEEVERT. ELL FLAT TEEFLAT ELL 7 TYPICAL DETAILS S-4 550 West C Street Suite : 1200 San Diego, CA 92101 Tel. (619) 831-4600 Kleinfelder.com S 6084 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR AS-BUILTS Q) .3 0 N "' "' 0 w § [L 3' -0 ..; 0 I "' Q) "' C .c C: ·;;; Q) -0 "" :, C > C: C C: C u "' r--:J: SECOND WELD FIRST WELD FLATSTRIP WATERSTOPS PREFABRICATED JOINTS NOT TO SCALE TYP 1 6" ' CXl z ' • ........ :::;; CXl z CXl ........ ........ -r<) :::;; r<) . ·• A A A A A A A A A A .• vvvvvv V V V V V V V z 16 SPACES I I I 5/16"±1/16" :::;; MIN 6" FLATSTRIP WA TERSTOP G-,NFELDER ~ Bright people, Right Solutions. ' • 'I • ~ WALL PER PLAN • • DOWELS TO MATCH WALL ,..... / REINF, TYP UON [L • • / WATERSTOP ~ [L :5 / • / LAP / ' a::: / N _J • • (.) • • • _c....,,_ • • • • • a::: _J (.) ' ,t./ -;7 • • • • • ' a::: f CONC MAT PER PLAN 0 _J (.) ' a::: r<) _J (.) WATERSTOP LOCATION AT WALL FTG REVIEWED: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: c:; z ~ ~ ; __________________________________________________________ • ______ • _________________ N_o_. --D-ATE ___ D_Es_c_RI-PT_Io_N_o_F_R_E_vI_sI_0N_s ___________ A-PP_R_oVE_D_c_H_E_cK_E_D,_E_N_DA_T_E, __ 5.,3....,17 _____________________ s_H-EE_T __ □_F __ .. FLOW METERING VAULT PLANS S-5 8550 West C Street Suite : 1200 San Diego, CA 92101 Tel. (619) 831-4600 Kleinfelder.com S 6084 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR AS-BUILTS 1' 6" - TYP ' <O [L I ~ . - • • • INSIDE OF • WALL • • • • • • • • • • I • • I • • • • • • • • INSIDE OF • WALL • • I • Q) Q) ..J 0 "' 0 0 <f) ~ "' < -0 0 ,.._ -0 N "' "' 0 w ~ • g a z [L I "' N 3' .., "' 0 I "' Q) "' 0 .c C 'iii Q) .., "" :, 0 > C 0 C 0 u Li "' ,.._ v v c:; z ...J ...J w ~ 0 1n Li. z 0 • • • • • • • • • • • • • • • • • • • • • • • • • -- I I I • - • • • • • - • • • • • • - - L __ _ • • • • • • • • • • • • • - - • • • I . 14'-o" LAP I TYP I I • • • • • • , . I • • • • • .I • I I I ' I <O I I L • • • • • • • • • • • • • • LAP . I TYP BOTTOM PLAN SCALE: 1/2"=1'-o" 7 I ...J ...J w ~ 0 -(/] Li. z 0 • • • • • • • • ~ __) • • • • ~ • I"' / -• IA • • • • • • ----T""" --4 -- • • • • • 6" • • • • • • • • • • • • • • • • • • • • • 4'x8' HATCH PER MECH, TYP • • • • • ~ • • • • • • • • • • • • • _.,,.--12" THK CONG SLAB W/ #6@8"O.C. EW T&B ____.--i------( 4) #6 T &B TOP PLAN SCALE: 1/2"=1'-0" 3'x6' HATCH PER MECH, TYP 2·-0 "SQ x 1'-6'" SUMP DEEP (1\ 'zV 26" W/ TYP "'---- "' 0 0 I 0 Iii THK CONG WALL #7@8"O.C. EW EF 30" THK MAT FOUNDATION W/ #7@8"O.C. EW T&B 36" DIA OPENING SEE M-1 FOR LOCATION ' 0 I 0 - G-,NFELDER ~ Bright people, Right Solutions. ~ ' a I . - i I I I I I I I ~ I I I I I I I 1'-0" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 6" DIA OPENING THRU SLAB • 10'-o" 16" DIA OPENING THRU SLAB LAP TYP • • • • • 4'-0" • • • • • • <O I "' • • • • "' 0 a I 4" DIA OPENING THRU SLAB 24" THK CONG SLAB W/ #7@8"O.C. EW T&B [L i OF 6" DIA OPENING 36" BELOW TOP OF VAULT 14" THK CONG WALL W/ #6@8"O.C. EW EF TYP 4 ~ LAP 3'-0'" 0 Iii TYP MID-LEVEL PLAN SCALE: 1/2"=1'-0" DAVIT ARM SLEEVE AND FOUNDATION PER M-1 REVIEWED: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: CN SL DATE: ; ________________________________________________________________ • _______ • ___________________ N_o_. --□-A_TE ___ □_E_sc_R_IP_T_Io_N_o_F_RE_v_Is_Io_N_s ____________ A-PP_R_o_VE_D_c_H_Ec_K_E_D_: -EN ____ s.._3_1_1 _______________________ s_H-EE_T ___ □_F __ .. FLOW METERING VAULT SECTIONS S-6 9550 West C Street Suite : 1200 San Diego, CA 92101 Tel. (619) 831-4600 Kleinfelder.com S 6084 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR AS-BUILTS Q) .3 ,.. 0 "' 0 0 <f) ~ ~ 0 ~ (: "' 0 w § [L ~ -0 co 0 I :;, Q) "' 0 -g .Q "' Q) -0 "" :, 0 > C: g C: 0 u 0 Li "' r-- J "' -u .!!! e " FOR INFO NOT SHOWN SEc. @ 1 • LAP . I DOWEL #7@8"O.C. \"' \ ' I LAP, lYP :. I -. . --. --. . 1'-6" SUMP DETAIL SCAl.f: 1 /2" =1'-0" . . , PER PLAN I --. I. "' ~ i,.. w [L [L #7@8"O.C. EW • IF . . WALL PER PLAN [L ~ C.:-::s . -~WATERSTOP MAT PER 0 io I N SLAB BEYOND -L • • • ~ '--rilllm -iII~ ---:1 I I 1-+----11--'--l I lo ' w • • I lo PER PLAN -_ __j i --- I /WALL PER PLAN • __ _,___,_~ /,,A •'------'--L--- // DETAIL SCAl.f: 1 • = 1 '-o• 0 G-,NFELDER ~ Bright people, Right Solutions. • • PER /HATCH PER MECH / CONG SLAB / PLAN lYP . . I I ----,,---tt------jf+------..L ~ (1) 6" DIA OPENING • ' 0 CONG WALL PER PLAN lYP SEE S-5 FOR LOCATION __ _/ • I N • - ' 0 I "' - . . I I . . - I 11 - I== . I I~ -1 1,111 -'- . . 10'-Q" [L [L ::s t . . . . . . . . . . . . . 36" DIA OPENING 14" O" _r-------------___!.~~------------_J, SEE M-1 FOR LOCATION ---"' • s:; t:: == = ;::::1 __,,,.,,--DOWELS MATCH 1_.....---WALL REINF lYP . r' . - SECTION SCALE: 1 /2" 1' o• [L [L ::s t - REVIEWED: '1"-oFESSfO,,o fS> : .. Rn•"-,.( Jt . . C\ . . ' . I I <S'/~--o, ~cu.,.:_ /2 ~ 11 V /~, A r--,---+------------------+---J -----=s:=ENc-::-DA.,.,v"'1s,...R_c_E_B_2_03_3_ v v -• /' · v ASSOCIATE CIVIL ENGINEER ~~~ DESIGNED: DRAWN: CN SL NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: ; /: EN 5 3/17 I • ;1 • I ~111~ : ~I I i' 1--11 • I I -- 36" DIA OPENING SEE M-1 FOR LOCATION ' "' ' "' I . -- ' 0 I "' ' 0 I r--N SHEET OF AS-BUILTS " " 0 z .: .l1 0 [Il (ii "" Cl. 0 ,.., N - ~ IX) "' 0 ~ Cl. -0 N I " 0 0 IX) '° 0 "' "' " ~ " .<= "' " ·,. ~ "O 0 0 IX) '° 0 ~ ... 0 N -0 -I 0 0 ,.., -"' :, 'ix, I ;,, ':.a- I .... -- (~}©_ .•. /). ~ I\ b \._ l.) - 4 ~"' ,p ' ,., 4 /). b I '4 ' ' It,. b 4 .. .4 ... b /). b4 b 4 ' ,. .. ·4 b 4 f:,. .. /::,. ' . " b " 4 '4 "· . " ,.. b ~ b /). ,,,... I\ ~ ' ' ' 4' Q" - 4 ;.4' .b 1/ b /& .b 4 /). 4 D ./ ~ 4 . 13 lRANSmON 1-1~2" SS TUBING PVC INSIDE OF .WLT PRIOR TO TO 2" SCH. 80 PIPE EXmNG PVC ADAPTER, PVC RED FOR A CTION. SEE lHE VAULT. PROVIDE SS TO UNION AND ALL FITTINGS REQUI COMPLffi, WATER TIGHT CONNE SHf. G-2 FOR CONTINUATION. 4 ,' 0 ¼' ! • "' b /). " ;.., L) ~- b ~ '---b 8 '1, TO ZONE II SYSTEM (\-~ I \) I - ( I - \_ I - ©. ,,·\,. b D '' 4 . '' . I ,\ . I '-., ~ t 4 . ·D - b . D ' 4 - - - - - - - - ·4 \ b ------------2' 6" ~-----~ /). 6" ~-----\ -~-----. ' --, . ' . f,--....... ~ ~ LJ.J.J.J.J.J.J.J.J.J.J.J.J.J / I LJ...LJ ... LLJ.J.J.J.J.J.J.J.J -l:l±H:l:l:l:l:l:l:l:H:l I 0 l!.l Q -· I J...J.J...J.J...J.J...J ... J...J ... J...J...J.J...J ~ -/ I LJ ..J...J .. J...LJ.J .J.J .J.J .J.J.J r. 11\ ........... l:l::IJ::IJ::l:l::l:l::l:l::l::l::l I_ J_ -• --a \... LV _Q_ J...J ..J...J ...LJ .J.J .J.J .J.J .J.J.J ,, / I J.J .J.J .J.J .J.J .J.J .J.J .J.J.J ... J...J..J...J...LJ ... J...J ... J...J ... J...J...J..J...J ~ ,_ ,~ J...JJ...JJ ... LJ.J.J.J.J ... LJ.J.J r.1 J...J...LJ...LJ ... J...J ... J...J ... J...J...J..J...J 0 /~ ............... J...JJ...JJ ... LJ.J.J.J.J.J.J.J.J I J.J .J.J .J.J .J.J .J.J .J.J .J.J.J ~-J...JJ...JJ ... LJ.J.J.J.J.J.J.J.J --~ f,--I • " f,--~ ·.b 4 ---r® f,------1 ✓-v W /'--. I b ~-----~ •• -----/). f,------1 I (2iY LI b, b ------1'-6" 8' ' 6' lL b. ' " " ~ I'--.' ' r-@~6" BELOW @ /; " ' .-....._...._... TOP OF VAULT. r@ D I I . 4 /)J, 4 ' " I I I b ~ b ~I " 4 11 ~~ ...._ / @ 4 b ...._ ,,.. 12 b j I EE >< YI/ I . ,.,, D ~ ~I 4. -I II / ...._ I / ...._ , -' .. 1~--✓-:1 L J ~i:= ~ -b. -/; 4 i 4 4 /). b . ' ~ .4 b 4 ·;. D 4 4 b . --- ---. 4, b /). ~ 4 t, ' 4 D 't, ,, b " . .·f,:, . • • 4. /;' ' ' /). A, .. · [/l'.0 ~ t, 4 ® ✓i' •• b . b 4 ' ... 3' 10' 14' FLOW METER VAULT MECHANICAL PLAN SCALE: 1 /2" = 1 '-0" CONSTRUCTION NOTES: 0-CONNECT TO EXISTING 30" CML&C COATED STEEL PIPE PER DETAIL 6 ON SHEET M-3. 2 30" CML STEEL PIPE (FExPE). 3 30" FLG'D BFV PER SPECIFICATIONS. 2" SCH 80 PVC SUMP PUMP DISCHARGE PIPE TO CURB DISCHARGE. ALUMINUM SHIP LADDER BY PRECISION LADDERS, LLC OR APPROVED EQUAL EXHAUST FAN PER SPECIFICATIONS. 4 30" CML STEEL PIPE (FExFE). 5 30" FLG'D MAGNETIC lYPE FLOWMffiR. MCCROMffiR ULlRAMAG UM06-45' REMOTE CABLE. 30" CML STEEL PIPE (GExPE). 12" SCH 80 PVC VENT PIPE AND FITTINGS. PIPE SUPPORT PER DETAIL 6 SHEET M-10. SAMPLE PUMPS PER DETAIL 1 SHf M-2 6'x3' ACCESS HATCH PER DETAIL 3 SHEET M-3. • "' I ;,, 30" VICTAULIC COUPLING SlYLE 234. 8'x4' ACCESS HATCH PER DETAIL 3 SHEET M-3. AIR VENT PER DETAIL 2 ON SHEET C-1. 2" EX1RA HEAVY HALF COUPLING FULLY WELDED PER AWWA M-11, 2"X1" REDUCING INSULATING BUSHING AND 1" BRONZE BALL VALVE (SAMPLE PUMP CONNECTION). SUMP AND PUMP PER DETAIL 2 ON SHEET M-3. WALL PENETRATION PER DETAIL 5 ON SHEET M-3. LADDER AND PLATFORM PER DETAIL 1 ON SHEET M-3. NOTE: 1. NEW 30" STEEL PIPE (MIN. 1/4" THICKNESS) IS CML & PAINTED PER SPECIFICATIONS UNLESS OlHERWISE NO'fED. CMC PIPE OUTSIDE OF VAULT. END CMC 3" INSIDE VAULT FACE. @-2" SCH 80 PVC PIPE AND FITTINGS {SAMPLE PUMP SUPPLY). @-INSTALL 1" OD BLUE PEX SAMPLE LINE IN 4" SCH 80 PVC CARRIER PIPE. @-30" CML STEEL PIPE (FEXGE). @-DAVIT ARM SLEEVE PER APPENDIX A OF PROJECT SPECIFICATIONS. 'i::, - EX 30" ZONE II L PIPELINE (FROM CONTROL BUILDING) \ f--@ SAMPLE LINE SEE SHf. G-2 FOR CONTINUATION. GRAPHIC SCALE Stantec 2 0 2 4 38 TECHNOLOGY DRIVE. SUITE 100 IRVINE, CA 92618 0) ;,, - I (\-I \) I -( I \_ I - I 4. "· ' 4 ' t, 4/> D. b· 4 ·b D. t, ;, "· ' 4 . t, 4 '4 ' b. 14' 4 /5. 4 61-611 1 • I> ' t, ' ' 4 6" "4--.D t, ' t, • " "' .,; I ~ ,• ;,, 14 b 2 3 ·<1 • D '-.:. . :1 1: I I I -j -f-T I - ~ • 1' -1 o" 2'-2" 0 I 4 "' '/). -END CMC b t, 4 "' 4· 4' c, D t,' 4· •. 4 t, b I> 4 ' /). D b 4 b 4 ' b;,· 4 4 b 4 SECTION A SCALE: 1/2" = ,·-o· - 1' 16 .,4 b " ·(:; b " b 4 4 b " b /). 4 b -- 4 b t, ' D 4 ' 'I> 8'-4" 4 b /). /> 4 b D 4 PROP 30" PIPE •. b 4 /). 4 4 b. 4 t, 4 4 4 ;, SECTION , •-sn 3' 1 ' 1' 4 5 20 23 (f) --I -I ~ -0 I -~ I • I r END CMC I • • 17 " ~ 2' 6" •· ., -~ ......... .. .. .. t I ' 4 4' ' ~ii u-- • /J /; N ' ' ' 4 t ~ 4 I>· 4 b D 4 b ' '4 ·(> i>.D· 4 't, b /). ,4 b ' 4 I> D "'· .. - 4 2'-2" ·-{:;b' b ·4 --:-.4 4 ;,/). 4 t, 4 SEE DWG S-5. / CAST-IN-PLACE VAULT, ~ 0 EX 30' Z 11 / [ PIPELINE ONE II (FROM BUILDING) I CONTROL i -\ I -~ 2 I 63.5 ~ PIPE I _V d 259.5 FF c,· ,f. IF\n _4 /> ' 4 /) ' ' 4 ' -~ b t, " b 4 b I;;. b 4 .D 4/>. D 4 t, b 4 ' " t, ,d , . 4 D 4/; /). " b b " 4;, D b .::i ·'· b 4 b /). 4 5'-8" 4 b 14 D /> ' 4 TOP OF PLATFORM ·4 2'-9· 4 I> D D 4 b. c,· ~ 4 b t, /> 4 b 2'-9" B /). 4 t, b t, 4 D t, • 0 I ... • 0 I i--- • 0 I "' M-1 SCALE: 1 /2" = 1 '-0" C-6104 REVIEWED: ~f[L_ BEN DA VIS, RCE 82033 ASSOCIATE CIVIL Et-lGINEER FLOW METERING VAULT -MECHANICAL PLAN AND SECTIONS BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS "' ( IN FEET ) 949.923.6000 stantec.com DESIGNED: NB DRA1'11'1: S z 1 Inch = 2 ft. NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 28 □---------------------------------------------------------------------------------------------------------------------------------------------------------------------- AS-BUILTS 1 7 ., ~ ' .. ~ "· . •, ... , ' .. :_ • fl, VENT PIPE. SEE DETAIL 2 SHEET C-1 t,' 12" SCH 80 PVC VENT PIPE AND FITTINGS WALL PENETRATION, SEE DETAIL 5 SHEET M-3. PIPE SUPPORT PER DETAIL 2 HEREON (lYP.) 1 • SCH 80 PVC PIPE AND FITTINGS. ~~ • 'i' ;,, • 'i' .. 0 0 1 ' SHARKBITE COUPLING (LEAD FREE) 0 1 /2" FIBERBOARD W/ONE SIDE ASPHALT COAT . _. IWAKI MAG DRIVE SAMPLE PUMP MODEL NO. WMD-100RLT (lYP.) i----r---RECEPTACLE SEE ELECTRICAL SHEETS FOR DETAILS. 0 1" GOODYEAR ULlRA-GRIP BLACK FLEXIBLE HOSE 1 " SCH 80 PVC PIPE AND FITTINGS . .0 . <J_ <J P1000 CHANNEL UNISTRUT @ 4' O.C. P2258 SERIES UNISTRUT USE DIELECTRIC INSULATOR BElWEEN PIPE AND SUPPORT 2-1/2" HEX NUT SLEEVE ANCHORS W/PVC DIELECTRIC WASHERS EA. SIDE • j MOR OR W'1.I. PIPE SUPPORT DETAIL 2 " " 0 z ~ IX) "' 0 ~ [L ~ "O "O ;. --0 N I " 0 0 IX) '° 0 "' "' " " ·,. ~ "O 0 0 IX) '° 0 ~ ... 0 N -0 -I 0 0 "' 4 • 4 ;,, 4 . 4 • I\ 1 b -~ /; 4 b I \ 4 • D t:,. 1'-4" .. 4 4 4 4 SECTION SCALE: 1/2" = 1 '-0" 2 4 • A M-1 16iC12" TRANSITION DUCT AS REQUIRED FOR INSTALLATION OF EXHAUST FAN PIPE SUPPORT PER DETAIL 2 HEREON. ........---FLEXIBLE CONNECTOR (lYP.) .........-SILENCER, RUSKIN MODEL AXA 16.36 OR APPROVED EQUAL ---t"-NEW EXHAUST FAN WITH OUTLET GUARD, 1630 CFM, 0.12 S.P. IN WG, 3/4 H.P. GREENHECK MOD. NO. SQ-160-VG OR APPROVED EQUAL PROVIDE SUPPORT FOR FAN. GRAPHIC SCALE 0 2 4 Stantec 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 1 • SCH 80 PVC PIPE AND FITTINGS. CONNECT TO PIPE AS SHOWN ON SHEET M-1 AND M-5. LABEL PIPE "SAMPLE". SAMPLE PUMP DETAIL (ELEVATION)(N.T.S.) FLOOR 1 N.T.S. REVIEWED: ~f[L_ BEN DA VIS, RCE 82033 ASSOCIATE CIVIL ENGINEER ( IN FEET ) 949.923.6000 stantec.com DESIGNED: NB DRAWN: ~ 1 Inch = 2 ft. NB JF ML M-2 C-6104 FLOW METERING VAULT -MECHANICAL SECTION AND DETAILS BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS W-5378-S ~ NO. DA TE DESCRIPTION OF REVISIONS APPROVED CHECKED: RR DA TE:05 03 17 □L--------------------------------------------------....L---------------....1.---------'---'----•----------------..... --....i.----,.__....;_,.;-.;.;.i.. __________________________ ,. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 11 OF 28 AS-BUILTS " c:: 0 z 0 N IX) LO 0 ~ [L -0 N I " 0 0 IX) "' 0 LO "' " ~ " .c:: "' c:: ·,. E' "O 0 0 IX) "' 0 LO N ... 0 N -0 -I 0 0 "' ~ FLOW METERING VAULT 4' RETRACTABLE I RAIL EXTENSION\ v-ACCESS HATCH ~ \ '" --.... " a.: )~ ~~ ~ • • N ELEV. 286.50± w . -~ o· <l F 1~· I <1 ' .• " <1 BOTTOM OF - I If I ~ ·,! . HATCH <J . --- "<J. • ,1.d 3" x 3/8".~ ][ RUNNER BAR <J : • ,,, 4 4 1 "iii BAR RUNGS--< @ 12" o.c .. 16 PLUG WELD INTO RUNNERS (lYP.) ' <J / VAULT HATCH E <J If ~ XTENSION ~ ~ X <J ~ x [ 0 ' •• ~;:: N ~ " J~ _-H ,-.. .,., - <J ~ " • " <J If ~ 4 'l, " I 18" MAX. I r .. m,., " I " -" -1"11 i<l Ll <1 Ll <J -Ll . Ll <J • " " 0 4 " I " ... <J .. <J <1 . • - -<J " .dl If ~ < <J ., 0 . ., " . " " ~ ., " • LADDER LANDING SEE DETAILS @ kl .. 4, RIGHT ., " 4 " " . <J ., 4 3" X 3/8" X 7' Ll " <l BRACKEr (lYP.) <J <J @ . " • " :z < ::>e <J 0 Ll .<1 - 4 " <J <J 4 <J ,Ll <l " ., 4 l<i ~ I <J u ~~ VAULT FLOOR " " " '!,, ~ ELEV. 259.5± <1 t = "· • I!" <.l Ll: ·4 .• <J • Ll <1 Ll 4· " .<1 <1 " Ll <1. " <1 " " Ll <1 <J • " . q " • " • ., <l,, ·. " <1 • <1 Ll " ., . ., . " <J .. Ll . " LADDER DETAIL 1 NOT TO SCALE M-1 . . . .· .· ...... ,. · .. · SAFETY CHAIN BOTH ENDS OF HATCHWAY I -----1 1/2" SS TUBING --;,(i15J..!6~ SUMP PUMP AND PIPING SEE DETAIL AT RIGHT , ~ 1 1/2" SCREWED SS 24" 4 WALL OFFSET PIPE CLAMP AT 5' C.C. MAX. 1 1 /2" SS TUBING 1 1/2" MPT-~ SCREWED SS HOSE ADAPTER SWIVEL TYPE SUMP COVER, GRATING CAMLOCK AND APPURTENANCES V • .·.o FOR CONNECTION ·""· ~ BALL VALVE ----1 1/2" C x 1 1/2" MPT SS ADAPTER (TYP) • '. t ____--1 1 /2" SCREWED SS ~ CHECK VALVE 1 1 /2"x 1 1 /2" MPT SS UNION 1 1/2" FPT SCREWED SS HOSE ADAPTER \l\-~---1 1 /2" FLEXIBLE HOSE a......-----NYLON PULL ROPE FOR PUMP REMOVAL -----SUBMERSIBLE PUMP TO SUMP PUMP---f-J.•.e!.:.,.~· .....,:l!,J • o. Lj!.:f---24" SQUARE X 2'-9" DEEP CONCRETE SUMP MATERIALS [IJ REINFORCED CONCRETE VAULT (I] 24" X 24" X 33" DEEP RECESSED REINFORCED CONCRETE SUMP. MINIMUM WALL THICKNESS -12" QJ FIBERGLASS GRATE (!] 1-1/2" X 1-1/2" X 1/4" FRP ANGLE FRAME WITH EMBEDMENT ANCHOR AT EACH CORNER (:m SUMP PUMP 25 GPM x 30 FT, 115 V, 3/4 HP, ZOELLER MODEL BN145 OR APPROVED EQUAL, AUTOMATIC USE (I] 1 1 /2" PIPING, VALVES AND APPURTENANCES, FIELD RUN FIT. SUMP PUMP DETAIL 2 / \ I PER PLAN NOT TO SCALE M-1 ~-BILCO TYPE "JD H20 LOADING" DOUBLE LEAF ACCESS HATCH WITH STAINLESS STEEL HARDWARE (PRIMED AND PAINTED, 2 COATS PER SPECS) ,' :. : ,<_"<A_'(/(V ; ' ; >7,,'0/'0/;» ....__~1 1 /2"x 1" MIN. REDUCER .... :: ,-...,.~,-~+---1" MIN. SCH 80 PVC PIPE TO DRAIN • _:., ·, ·' HATCH FRAME. SEE NOTE BELOW. NOTE: HATCH TO BE SAND TIGHT AND DESIGNED SO THAT THE SMALL AMOUNT OF WATER THAT GETS INTO THE CRACKS AROUND THE ACCESS DOORS WILL DRAIN INTO THE CHANNEL FRAME AND THEN INTO THE SUMP. ENTRANCE HATCHWAY DETAIL 3 NOT TO SCALE M-1 Stantec 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 15 • "' I °N • ,._ 15" 2'-6" VAULT WALL 18" HANDRAIL 7'-0" INSTALL 3/4"111 HIL TI KB TZ (WITH 4-3/4" MIN. EMBED) (TYP.) VAULT WALL HANDRAIL LADDER LANDING DETAIL 4 NOT TO SCALE M-1 POLYETHYLENE OR POLYURETHANE ROPE TYPE FILLER (TYP) APPLY 1" OF GUN GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYP . . .. "' .. ELASTOMERIC SEAL ELEMENT LINK SEAL LS MODEL CS-316. ~~::-:--:-~ 7 c~t~~-----LINK SLEEVE STEEL WALL • • • • • SLEEVE MODEL WS . . : . • •• • • • • • . . : . . .. 4 •. l~----WALL WALL PENETRATION DETAIL 5 NOT TO SCALE M-1 FIELD APPLIED CEMENT MORTAR 1/8" 1 o· 2"x4"x12 GA. W.W.M. TACK WELD TO BUTTSTRAP t3 . ... · ·tf·:? :'.f itif f '"~:s&'.f~;~;;;t,~i;;t;,r 1@1gI~B <f~:;ri;, , . ·, . ~:~~~-'. ~,;!.:,;::•:'~! ~•" , ~-it:.;~\.~•.;<:.. ?;· /: FILLER BAR (WHERE NECESSARY) 1/8" 2" MIN. 7" MAX. 4" THICKNESS OF CML & C STL. PIPE OR FITTING MORTAR LINED AND COATED STEEL PIPE CLOSURE DETAILS NOT TO SCALE M-3 C-6104 REv1EWED: ~fi_ BEN DA v1S, RCE 82033 ASSOCIATE Clv1L ENGINEER FLOW METERING VAULT -MECHANICAL DETAILS BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS " 949.923.6000 stantec.com DESIGNED: NB DRAW1'1: S :z NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF REv1SIONS APPROVED CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 12 OF 28 o ______________________________________________________ ,._ _______________ ...., __________ .__._ ___ .._ _________________ ,._ ________ ._ _ _.....,....., ___________________ ....., ______ _ AS-BUILTS " c:: 0 z 0 N IX) LO 0 ~ [L -0 N I " 0 0 IX) "' 0 LO "' " ~ " .c:: "' c:: ·,. E' "O 0 0 IX) "' 0 LO N ... 0 N f ·" e -0 -I 0 0 "' 48" FROM METER STRUCTURE-~- 30" TO ZONE II 48" FROM METER STRUCTURE 30" TO ZONE II • .• • --------+-_/ ' -------1----sj-------""""' +-------- • >------< • 36" TO ZONE Ill DEMOLITION PLAN @ EL 268.48 SCALE: 1 / 4"= 1 '-0" ,q ··"I':., -~-· ·"'·· ·"'1t-·,,q " . .,• ~-·r---'--~~•c...__· ·~· --~~--'--~---•·.c..• -----~· _' _· -~-'------·-'-•-· ~---"-'-'----'---'---'--~----'··-11r--'----'--"----, • • .,,,------ --------+-- • ' • <I ~ ·. • ... ·" ·. • •• ~-. -------t---,a-+----- 48" INLET TO BIG CANYON RESERVOIR 54" OUTLET FROM BIG CANYON RESERVOIR DEMOLITION NOTES [I]-DEMO AND REMOVE WALKWAY ' • ' • ' , . ' [I)-DEMO AND REMOVE 42" BFV AND HYDRAULIC OPERATOR, 42" COUPLINGS, 42" PROPELLER METER, 54 "x42" REDUCER, AND PORTION OF 54" PIPE W/ OUTLETS. (I]-REMOVE PORTION OF REINFORCED CONCRETE PIPE TUNNEL FLOOR. GRIND BACK EXPOSED REBAR AND EPOXY GROUT POCKET. [Il-EXISTING PIPE SUPPORT. PROTECT IN PLACE FOR RE-USE ON NEW PIPE INSTALLATION. @]-DEMO EX CHEMICAL INJECTION QUILLS. EX CHEMICAL LINES TO REMAIN FOR CONNECTION TO PROPOSED NEW CHEMICAL INJECTION QUILLS. [I)-REMOVE RWGV. [I]-REMOVE 4" PIPING. [fil-REMOVE ABANDONED ELECTRICAL PANELS, CONDUITS, AND WIRES AS DIRECTED BY C.N.B. OPERATIONS GROUP. NOTE: 1. NOT ALL EQUIPMENT, PIPE, VALVES, STRUCTURES AND APPURTENANCES SHOWN FOR CLARITY. CONTRACTOR TO PROTECT IN PLACE ALL EQUIPMENT, PIPE, VALVES, STRUCTURES AND APPURTENANCES UNLESS OTHERWISE NOTED . 48" INLET TO BIG CANYON RESERVOIR 54" OUTLET FROM BIG CANYON RESERVOIR --+----"'---+-,~ ----t-- ···" • C EX GRATE 4 EX. SAMPLE PUMPS, PIPE AND APPURTENANCES. PROTECT IN PLACE. GRAPHIC SCALE D 2 4 • 2 36" TO ZONE Ill DEMOLITION PLAN@ EL 261.40 SCALE: 1 /4" = 1 '-0" GRAPHIC SCALE D 2 4 CB EX. PRESSURE TRANSMITTER. PROTECT IN PLACE OR REMOVE AND RECONNECT AS NECESSARY FOR CONSTRUCTION. EX. SAMPLE PUMPS, PIPE AND APPURTENANCES. PROTECT IN PLACE. Of[SS/ Stantec le EX SUMP . . • .. .. SECTION B SCALE: 1 /2" = 1 '-o• ' . ' . 'II • " •• 4 SECTION SCALE: 1 / 4" = 1 '-0" FS A 6" VCP (PROTECT IN PLACE) • • I •. I ' . I • ,q ,. . t---tH ' • 1----IH , ,. ,q. .... -. . 2'-6" • '!I . CUT EX 54" CML STL PIPE EX 54" CML STL PIPE. PROTECT IN PLACE. -' w z z i=! w a. a: 74 1/2" CORRUGATED HALF PIPE (PROTECT IN PLACE) EX 54" PIPE (PROTECT IN PLACE) 1 " COPPER TUBING (PROTECT IN PLACE) ..• .. _, EX PEA GRAVEL FILL • .• • • .. ,• •. RE~EWED: ~fi_ 54" FLOOR SECTION C SCALE: 1 /2" = 1 '-0" M-4 C-6104 CONTROL BUILDING BASEMENT -DEMOLITION PLANS AND SECTIONS BIG CANYON RESERVOIR 38 TECHNOLOGY DRIVE, SUITE 100 7448 BEN DA~S. RCE 82033 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS IRVINE, CA 92618 ASSOCIATE Cl~L ENGINEER " ( IN FEET ) ( IN FEET ) 949.923.6000 stantec.com DESIGNED: NB DRAW1'1: S z 1 inch -4 ft. 1 inch -2 fl NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF RE~SIONS APPR0~D CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 13 OF 28 0--------------------------------------------------------------------------------------------------------------------------............. ____________________ ....., ______ _ AS-BUILTS " c:: 0 z 0 N IX) LO 0 ~ [L -0 N I " 0 0 IX) "' 0 LO "' " ~ " .c:: "' c:: ·,. E' "O 0 0 IX) "' 0 LO N ... 0 N -0 -I 0 0 "' 48" FROM METER SIRuClURE 30" TO ZONE II • • • • " ----•-I--✓ " I 1111 I •• ~H=-H f+-+-+++--+HH+ -" ww I 11 • .. GRAPHIC SCALE ' 0 ' • 48" INLET TO BIG CANYON RESERVOIR. PROTECT IN PLACE. ~ 1 Q'-6" L _ __j CONNECT TO EX FLANGED TEE. 1 - - - - :-11111 I I I I I I I ;::~ I ~ I I I I I ~----,--' I _...LLLL • 36" TO ZONE Ill. PIPE IMPROVEMENT PLAN SCALE: 1 /2" = 1 '-o• Stantec 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 EX PUMP AND MOTOR. • 3'-4'" NEW TURBO MIX SUPPLY PUMPS AND PIPING. SEE SHT. M-7 FOR DETAILS. • I I I I f-H Hc,,-111 ,________,, • CONSTRUCTION NOTES: • 0-42" ELECTRIC ACTIVATED FLANGED KNIFE GATE VALVE PER SPECIFICATIONS. 42" TURBO JET MIX SPOOL (FE) PER DETAIL 1 ON SHEET M-10. 42" STEEL SPOOL 4 42" ULTRATAB MIXER PER SPECIFICATIONS. SEE NOTE 1 HEREON. 5 42" FLANGE, CL 150 SERIES A PER ASME 816.47 6 CONNECT TO EXIST. 54" PIPE PER DETAIL 6 SHEET M-3. 7 54"x42" STEEL REDUCER W/4" (FE) OUTLET (BOTTOM). 8 NEW PIPE SUPPORT PER DETAIL 6 ON SHEET M-10. 9 AMMONIUM INJECTION QUILL PER DETAIL 2 ON SHEET M-10. 1 O CHLORINE SOLUTION INJECTION QUILL PER DETAIL 2 ON SHEET M-10. 11 SAMPLE PUMPS PER DETAIL 1 SHT. M-2. ROUTE DISCHARGE PIPE TO CONNECT TO EXIST. SAMPLE PUMPS ANALYlER FEED LINE AS DIRECTED BY C.N.8. LABEL PIPE "SAMPLE LINE". @)-4" AIR RELIEF AND VACUUM VALVE ASSEMBLY PER DETAL 4 ON SHEET M-10. ®-54" STEEL SPOOL REvlEWED: • -------+------@ EX. PRESSURE TRANSMITTER. PROTECT IN PLACE OR REMOVE AND RECONNECT AS NECESSARY FOR CONSTRUCTION. NOTE: d z z :::, >-- w ll. a: 1. ULTRA-TAB MIXER SPOOL SHALL BE PROVIDED AS SHOWN AND WITH (2) TWO FABRICATED HAND HOLES ON BOTH SIDES OF MIXER ELEMENT TO ALLOW ACCESS TO CLEAN ULTRA-TAB COMPONENTS. HAND HOLES SHALL BE MANUFACTURED SO THE INTERIOR PORTION OF THE HAND HOLES ARE FLUSH WITH THE INTERIOR OF THE SPOOL HAND HOLES TO BE LOCATED FOR EASY ACCESS FOR OPERATIONS PERSONNEL. CONTRACTOR SHALL SUBMIT TO THE OWNER FOR APPROVAL SHOP DRAWINGS FOR THE COMPLETE ULTRA-TAB MIXER SPOOL 2. NEW PIPE IS CML & PAINTED WELDED STEEL PIPE (MIN. 1/4" THICKNESS) PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 3. COAT EXTERIOR OF NEW STEEL PIPE, ULTRATAB STATIC MIXER AND BETE MIXING SPOOL PER SPECIFICATION SECTION 09900 SYSTEM NO. 3. COAT INTERIOR OF ULTRA-TAB STATIC MIXER AND BETE MIXING SPOOL PER SYSTEM NO. 15 OF SPECIFICATIONS SECTION 09900. 4. CONTRACTOR RESPONSIBLE FOR LOGISTICS AND COORDINATION WITH VALVE SUPPLIER AS REQUIRED FOR INSTALLATION OF 42" KNIFE GATE VALVE IN BASEMENT OF CONTROL BUILDING. TO INCLUDE DISASSEMBLY AND REASSEMBLY OF KNIFE GATE VALVE IF NECESSARY FOR INSTALLATION. M-5 C-6104 ~fi_ CONTROL BUILDING BASEMENT -PIPE IMPROVEMENT PLAN BIG CANYON RESERVOIR BEN DA vlS, RCE 82033 ASSOCIATE ClvlL ENGINEER FLOW METERING VAULT AND TREATMENT IMPROVEMENTS " ( IN FEET ) 949.923.6000 stantec.com DESIGNED: NB DRAWN: S z 1 inch = 2 ft. NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF REvlSIONS APPROVED CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 14 OF 28 o ______________________________________________________ ,._ _______________ ...., __________ .__._ ___ .._ _________________ ,._ ________ ._ _ _. .... ....., ___________________ ....., ______ _ AS-BUILTS 1; c:: 0 z -0 N I " 0 D ., "' D "' -;;; " "' --N ( -() ;,., • •· -' -' -~ ' -\ ' -- V V •• . v· • ~ -f-~ ------- ;fT11' .\ \ r; ~-i ll ,,,, - 11 N:? I \::: L I 11 ~ -----------~ •. . .• • ' : ,q • • V V V ---~~-----------~-~-~'<} I • • .• • • ·, • ·• •· • ·' • • •. " . ' ' .Vs . "SJ ~ SECTION SCALE: 3/8" = 1 '-0" ~ ""' 14'-5" 2' 10'-6" 3'-4" ,-' 2 5 13 3 5 4 7 OTHER SIDE W! 0 p ~ 1 .. \" (gy,o) SD -~ ) ' - --- (g --- V < I •• . "'1 . 1 ' • ·v. ® • ft /. ·• V. s / \ -----J I \ \ I -' w z z i=! w Cl. 0:: CONSTRUCTION NOTES: 0-42" ELECTRIC ACTIVATED (FE) KNIFE GATE VALVE PER SPECIFICATIONS. (2\-42" TURBO JET MIX SPOOL (FE) PER DETAIL 1 ON SHEET M-10. >< 1 3 -42" STEEL SPOOL. >-< 1 4 -42" ULTRATAB MIXER PER SPECIFICATIONS. SEE NOTE 1 HEREON. >-< I 5 -42" FlANGE, CL 150 SERIES A PER ASME B16.47. >-< I 6 >-CONNECT TO EXIST. 54' PIPE PER DETAIL 6 SHEET M-3. >-< 1 7 }-54"X42" STEEL REDUCER W/4" (FE) OUTLET (BOTTOM). >-< 1 8 }-NEW PIPE SUPPORT PER DETAIL 6 ON SHEET M-10. >-< 1 9 }-AMMONIUM INJECTION QUILL PER DETAIL 2 ON SHEET M-10 . >-c 110}-CHLORINE SOLUTION INJECTION QUILL PER DETAIL 2 ON SHEET M-10. >-c 111}-2" EXTRA HEAVY STL HALF COUPLING, 2•x1• STL BUSHING (2), 1" CORP STOP, "-" 1' STL. CLOSE NIPPLES (2), 1" NPT SCH BO PVC UNION, ANli 1" SCH 80 PVC PIPE TO AND CONNECT TO NEW SAMPLE PUMPS PER DETAIL 1 SHEET M-2. @-4" FlANGED OUTLET W/INSULATING FlANGE KIT, 4" FLANGED END GATE VALVE, 4" DI PIPE AND FITTINGS. ROUTE TO DRAIN TO EXISTING SUMP. @-4" COMBINATION AIR RELIEF AND VACUUM VALVE PER DETAIL 4 ON SHEET M-10 . @-54• STEEL SPOOL. NOTE: 1. ULTRA-TAB MIXER SPOOL SHALL BE PROVIDED AS SHOWN AND WITH (2) lWO FABRICATED HAND HOLES ON BOTH SIDES OF MIXER ELEMENT TO ALLOW ACCESS TO CLEAN ULTRA-TAB COMPONENTS. HAND HOLES SHALL BE MANUFACTURED SO THE INTERIOR PORTION OF THE HAND HOLES ARE FLUSH WITH THE INTERIOR OF THE SPOOL. HAND HOLES TO BE LOCATED FOR EASY ACCESS FOR OPERATIONS PERSONNEL. CONTRACTOR SHALL SUBMIT TO THE OWNER FOR APPROVAL SHOP DRAWINGS FOR THE COMPLETE ULTRA-TAB MIXER SPOOL. oo!!s S!! .. !! ~ E ~ V • 2. NEW PIPE IS CML & PAINTED WELDED STEEL PIPE (MIN. 1/4" THICKNESS) PER SPECIFICATIONS UNLESS OTHERWISE NOTED. .•. • .•. • • • .. .. • ' V • • . • - ' . .. B • •I .r-EX, PIPE V SUPPORT . •• ; • V • . A 5 ;---@ E B .i;, . v· • .•. ,. ~ 3. COAT EXTERIOR OF NEW STEEL PIPE, ULTRATAB STATIC MIXER AND BETE MIXING SPOOL PER SPECIFICATION SECTION 09900 SYSTEM NO. 3. COAT INTERIOR OF ULTRA-TAB STATIC MIXER AND BETE MIXING SPOOL PER SYSTEM NO. 15 OF SPECIFICATIONS SECTION 09900 . 4. CONTRACTOR RESPONSIBLE FOR LOGISTICS AND COORDINATION WITH VALVE SUPPLIER AS REQUIRED FOR INSTALLATION OF 42" KNIFE GATE VALVE IN BASEMENT OF CONTROL BUILDING. TO INCLUDE DISASSEMBLY AND REASSEMBLY OF KNIFE GATE VALVE IF NECESSARY FOR INSTALLATION . M-4 RE~EWED: ~i\lf[SS/~ Stantec ~ .. ~i l ~~~~ 38 TECHNOLOGY DRIVE, SUITE 100 s! '~J::.'@::::e BEN DA~S. RCE 82033 IRVINE, CA 92618 :+< e,,. 6130117 >+c ASSOCIATE Cl~L ENGINEER ~fi_ M-6 C-6104 CONTROL BUILDING BASEMENT -PIPE IMPROVEMENT SECTION BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS 949.923.6000 stantec.com /2 ~ 0:1' ;N~~\.I'-~"' DESIGNED: NB DRA~~/JF/ML CITY OF NEWPORT BEACH W-5378-S ~ NO. DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: RR DATE:OS/o3;17 PUBLIC WORKS DEPARTMENT SHEET 15 OF 28 "'--------------------------------------------------------------------------------------------------------------------------............. ____________________ ..., ______ _ AS-BUILTS " C: 0 z .: .li 0 (Il ~ "' Cl. ..,. .,., N - 0 N IX) LO 0 w § Cl. -0 N I " 0 0 IX) "' 0 LO u, Q) ~ Q) .c: u, C: ·;; E' "O 0 0 IX) "' 0 LO N ..,. 0 N -0 -I 0 0 .,., -u, :, ffi 22 . . .. ,q .• • ffi ~ 3 ~ I L 1 '-1 o· 3' I/ I I I l ~ I '.J D - 4 ~ SUPPORT COLUMN. PROTECT IN PLACE. t-10 11 TURBO MIX NOZZLE SUPPLY PLAN SCALE: 1/2" = 1 •-0• '!. -• ·•· I I •• 2'-4" 4' •• ~· •• ·- ·-• • " io I N Stantec •· • ' "' I ix> 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 ...J w z z :::, <J • >- w o._ c:: 24r--ill CONSTRUCTION NOTES: 0-TURBO MIX NOZZLE SUPPLY PUMP, 300 GPM @ 100' TOH, 15HP MOTOR PER SPECIFICATIONS . 2 4" DI PIPE (FE) 3 4" DI 90" ELBOW (FE) 4 4" DI TEE (FE) 5 4" RWGV VALVf. (FE) 7 4" DI SPOOL (FExGE) 8 4" VICTAULIC COUPLING, STYLE 77 9 PUMP BASE PER DETAIL 7 SHEET M-10. 11 4" DI 45' ELBOW (FE) 13 PIPE SUPPORT PER DETAIL 3 SHEET M-10. 14 4" DI 90" ELBOW (FExPE) 15 4" AIR RELIEF AND VAC ASSEMBLY PER DETAIL 4 ON DWG M-10. • • @--4" DI 90" BASE ELBOW (FE) W /CONCRETE SUPPORT PER DETAIL 8 SHEET M-10. 4"x2" TAPPED DI COMPANION FlANGE 2" THREAOED NIPPLE 2" BRASS INSULATING BUSHING 2" COPPER CROSS 21 2" COPPER 90" BEND 2" COPPER PIPE 2" COPPER 22.5' BEND 24 2" COPPER 11.25' BEND l 2" COPPER 3.61' BEND 2" SWIVf.L JOINT BY BETE. UNISTRUT PIPE SUPPORT PER DETAIL 1 HEREON. @--2" BRASS UNION @--4" FLG'D. MAGNETIC TYPE FLOWMETER WITH DIRECT MOUNT REGISTER. MCCROMETER ULTRAMAG UOM6. NOTE: 1. DIP SHALL BE Cf.lL AND PAINTED CL 52 UNLESS OTHERWISE NOTED. 13 • • • • • • " • SECTION SCALE: 1/2" = 1'-0" •- f - \ s •-•• 13 • " "' ·• A •. 1 ' ~ I I - 11-9" • • 15 - 10· • • N - SECTION SCALE: 1 /2" = 1 '-0" - 11-8 11 f \ " • •.• SECTION C SCALE: 1/2" = 1'-0" REVIEWED: ~fl BEN DA VIS, RCE 82033 ASSOCIATE CIVIL ENGINEER 8' • <J . . B ELEVATION 2• COPPER PIPE PLAN PIPE SUPPORT NOTES: 0-UNISTRUT 1-5/8" FIBERGLASS POST BASE OR APPROVED EQUAL 0-UNISTRUT 1-5/8" FIBERGLASS TUBING OR APPROVED EQUAL 0-UNISTRUT 1-5/8" FIBERGLASS BRACKET OR APPROVED EQUAL ©-UNISTRUT 1-5/8" FIBERGLASS PIPE STRAP OR APPROVED EQUAL PIPE SUPPORT DETAIL 1 NTS 3'-9" • M-7 C-6104 CONTROL BUILDING BASEMENT -TURBO MIX SUPPLY PLAN AND SECTIONS BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS " 949,923.6000 stantec.com DESIGNED: NB DRAWN: S :z NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 16 OF 28 0-----------------------------------------------------------------------------------------------------------------................ _________________________ .. AS-BUILTS " " 0 z r---~ IX) "' 0 ~ [L -0 N I " 0 0 IX) '° 0 "' "' " " ·,. ~ "O 0 0 IX) '° 0 ~ ... 0 N -0 -I 0 0 "' -"' :, /EX. PIP CONNECT TO EX. 4" FLG'D. OUTLET--t---~::::'Ji~ • " EX PUMP AND MOTOR (PROTECT IN PLACE) • "' I °" FS • N 8 . s) ·,q .,.. . • -~ _!_' ~:·: ~· •• s1., 2 EX SUMP SECTION A SCALE: 1/2" = 1 '-0" M-7 ,-LJ-------~------L.L..l .; I 1_............ EX.STAIR SUPPORT. • 3' I I PROTECT IN 6, _ 1 o" PLACE. • 11 .• 5 11 • " • •• 11 •• 11 • ,q . '<1 8 11 ·• • • "' I 11 "' .. 11 •·. 11 •. • •. '\>. i I-..; •· .•. I • . •• <J ~- 1. . .... --·-• G__ • 'i ·.• " SECTION B SCALE: 1/2" = 1 '-0" M-7 ·" CONSTRUCTION NOTES: G)-TURBO MIX NOZZLE SUPPLY PUMP, 300 GPM @ 100' TDH, 15HP MOTOR PER SPECIFICATIONS. 2 4' DI PIPE (FE} 13 14 4' DI 90' ELBOW (FE) 4' DI TEE (FE) 4' rNIGV (FE} 4' CHECK VALVE (FE) 4' DI SPOOL (FExGE) 4' VICTAULIC COUPLING, STYLE 77 PUMP BASE PER DETAIL 7 SHEET M-10. 4' DI 11-1/4' ELBOW (FE) PIPE SUPPORT PER DETAIL 3 SHEET M-10. 4' DI 90' ELBOW (FExPE) 4' AIR V>C PER DETAIL 4 ON SHEET M-10. 4' DI 90' BASE ELBOW (FE) W / CONCRETE SUPPORT PER DETAIL 8 SHEET M-10. Stantec 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 " ;.-, I .,..,. 3'-9" 1'-2'' 1'-11" g" 0 0 ix, ·• SECTION D SCALE: 1 /2" = 1 '-o• M-7 SECTION C EX.STAIR II/suPPORT. PROTECT IN 11 PLACE. 11 11 11 11 11 11 11 u --'----------+-~ " SCALE: 1/2" = 1 ·-0· M-7 V S 2'-4" • " EX SUMP • • ~ •·· .• " • • SECTION E SCALE: 1 /2" = 1 '-o• M-7 REvlEWED: ~f[L_ BEN DA vlS, RCE 82033 ASSOCIATE ClvlL Et-lGINEER M-8 C-6104 CONTROL BUILDING BASEMENT -TURBO MIX SUPPLY PLAN AND SECTIONS BIG CANYON RESERVOIR FLOW METERING VAULT AND TREATMENT IMPROVEMENTS '" 949.923.6000 stantec.com DESIGNED: NB DRA1'11'1: S :z NB JF ML CITY OF NEWPORT BEACH W-5378- ~ NO. DATE DESCRIPTION OF REvlSIONS APPROVED CHECKED: RR DATE:05 03 17 PUBLIC WORKS DEPARTMENT SHEET 17 OF 28 □-----------------------------------------------------------------------.... -------------------------------------------------------"""""-------------------"""""------- AS-BUILTS 1; C: 0 z 0 w § Cl. ~ "O "O ;. OJ -0 N I " D D OJ "' D "' -;;; Q) "' " Q) .c: ~ C: ·;; E' "O -6 0 OJ "' D "' N ... 0 N -;;; 1, -~ 0 ~ --;; :, 0 ~ ~ 0 ], -0 -I 0 0 "' .---------------________.,r~l----------------<~>---------- 1 I I 111~~~~~,.~~~~============================i71 - -- I -I I --- If .... I • I y 1E o, 'b Cl l ~ ' ~-I 2 .; 4 I I / ,-----;:::t:::ii~iiiiii!~~===~~====Siiiiil:liii::::S=IN=K ;--AN_D_CAB_IN_Ef_AR_EA _____________ ..._ ___ ..__ ____ ELE_ClR_ICAL--PA_N_ELS ____ I I ,. I I~ r I SAMPLE PIPE TO NEW METER VAULT. PULL BOX PER SHT. G-2. .r ,. 1'o. ... CORE DRILL 6" DIAMETER HOLE TO ACCOMMODATE 4" PVC PIPE SLEEVE AND APPLY 1 ' THICK GUN GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE BOTH SIDES. END PVC INSIDE WALL. CONTROL BUILDING PLAN -FIRST LEVEL ...... , . I • @!) SCALE: 3/8" = 1 '-0" 20'-9' lffl+--j!I ~Iii u 11 CQ "Cl n lt:IJ==:uiFF..i~r]I • '? trl I I , SECTION A SCALE: 3/8" = 1 '-0" I I aai,__. r , A ... CONSTRUCTION NOTES: 0-DEMOLISH AND REMOVE EXISTING CRANE, CRANE RAILS AND ALL ASSOCIATED APPURTENANCES COMPLETE. REPLACE EXISTING CRANE WITH KONE CXTU 8-TON UNDER RUNNING CRANE PER SPECIFICATIONS. 0---REPLACE DAMAGED PORTION OF EXISTING REMOVABLE GRATE FRAME IN KIND. ""-INSTALL 1" OD BLUE PEX SAMPLE LINE AND FITTINGS IN 4" SCH 80 PVC CARRIER PIPE. ~ COORDINATE POINT OF CONNECTION IN CONTROL BUILDING WITH C.N.B. PERSONNEL ©-REPLACE EXISTING STEEL GRATE IN KIND. PROVIDE LIFTING EYES AT EACH CORNER OF NEW GRATE. NOTE: 1. CONTRACTOR TO INSTALL CRANE AND PLACE INTO OPERATION PRIOR TO COMMENCEMENT OF IMPROVEMENTS IN CONTROL BUILDING BASEMENT. M-9 C-6104 ~\\\lf[SS/® Stantec ~ .. .,,J L ~~~~ RE~EWED: ~fl CONTROL BUILDING FIRST LEVEL -IMPROVEMENT PLAN AND SECTION BIG CANYON RESERVOIR ::Ii l ~" «:le y 38 TECHNOLOGY DRIVE, SUITE 100 No.\.'.']7448 BEN DA~S. RCE 82033 IRVINE, CA 92618 :+< e,,. 6130117 >+c ASSOCIATE Cl~L ENGINEER FLOW METERING VAULT AND TREATMENT IMPROVEMENTS 949.923.6000 stantec.com /2 ~ ~1' ;N~~\.1'<~"' DESIGNED: NB DRA~~/JF/ML CITY OF NEWPORT BEACH W-5378-S ~ NO. DATE DESCRIPTION OF RE~SIONS APPROVED CHECKED: RR DATE:05;03;17 PUBLIC WORKS DEPARTMENT SHEET 18 OF 28 0-----------------------------------------------------------------------------------------------------------------............... _________________________ .. AS-BUILTS " C: 0 z .: .li 0 (Il ~ "' Cl. a> N N -r---0 N IX) LO 0 w § Cl. -0 N I " 0 0 IX) "' 0 LO u, Q) ~ Q) .c: u, C: ·;; E' "O 0 0 IX) "' 0 LO N ... 0 N -0 -I 0 0 "' -u, :, !ll53" REF 0 0 0 FRONT ---4- 42" -150# RFSO FLG BOLT PATTE'RN PER ASME B16.47 SERIES A 2 REQUIRED !ll20" 0 0~ 6" 150# FLG B16.5 (lYP) 0 2" TM 620 BY BETE FOG NOZZLE (3 REQ'D) NOTES: PER ASME 2" NPT (TYP) 24 1/2" 1. TURBO-MIX SPOOL AND NOZZLES SHALL BE SUPPLIED BY CHARLES P. CROWLEY COMPANY. CONTACT TIM BERSCHAUER AT 626.856.6565 EXT. 128, NO EXCEPTION. 2. MATERIALS: 42" PIPE, FLANGES AND 6" FLANGED INLETS -CARBON STEEL 2" FLANGED TURBOOMIX NOZZLE ASSEMBLIES -316L STAINLESS STEEL GASKETS -NSF 61 APPROVED MATERIAL STUDS -ASTM A 193 GRADE B7 NUTS -ASTM A194 GRADE 2H 42" TURBO MIX SPOOL DETAIL NOT TO SCALE 4" ARI D-060-C HF FLANGED COMBINATION AIR VALVE W/ FUSION BONDED EPOXY COATED EXTERIOR. 4" RWGV W/HAND WHEEL 1 M-6 • 00 - #4 TIES □ @ 8" OC W /3 TIES @ 3" OC AT TOP • • #6 VERT, TYP. OF 10 #4 J @ SAME SPACING AS TIES TYP. ALTER HOOKS NOTE: THREADED CS FLANGE 42" SCH 40 PIPE 4" X 1-1/4" (CHLORINE) 4" X 1" (AMMONIA) 36" PLAN ALL CARBON STEEL INNER SURFACES TO BE COATED (NOT INCLUDING RAISED FLANGE FACES) 1. SYSTEM TYPE 100% SOLIDS NSF EPOXY PER AWWA C210 2. PREPARATION AND APPLICATION PER EPOXY MANUFACTURER'S PRODUCT DATA SHEET 3. SURFACE PREPARATION: ALL SURFACES SHALL BE PREPARED IN ACCORDANCE WITH SSPC-SPS WHITE METAL BL.AST CLEANING / NACE 1. WITH A 3 MIL ANGULAR PROFILE 3/4" SOLUTION TUBE (CHLORINE) 1 /2" SOLUTION TUBE (AMMONIA) D CONNECT TO 4" FLANGED OUTLET BY ULTRATAB MFG. 4. FINISH COAT: TNEMEC SERIES FC22 OR 22 EPOXOLINE @ 25.0 TO 30.0 MILS DFT. 5. TOTAL SYSTEM: THE TOTAL SYSTEM DRY FILM THICKNESS SHALL BE 25.0 MILS MINIMUM NOTE SAF-T-FLO RETRACTABLE INJECTOR ASSEMBLY W/ CHECK VALVE. EB-146-S-S-0-E (AMMONIA) EB-191-S-H-0-B (CHLORINE) 1. CONTRACTOR TO CONFIRM THAT INJECTOR MODEL NUMBERS ARE COMPATIBLE FOR USE WITH THE ULTRATAB STATIC MIXER PRIOR TO ORDERING. PIPE SIZE 2 1/2 3 3 1/2 4 6 8 10 12 14 30 ADJUSTABLE PIPE SADDLE SUPPORT SCHEDULE Dlf.lENSIONS IN INCHES A B C MINIMUM 2 1/2 1 1/2 9 8 2 1/2 1 1/2 9 8 1/2 2 1/2 1 1/2 9 8 1/2 3 2 1/2 9 9 1/2 3 2 1/2 9 10 1/2 3 2 1/2 9 11 1/2 3 2 1/2 9 13 1/2 3 2 1/2 9 15 4 3 11 16 1/2 6 4 13 1/2 30 1/2 D MAXIMUM 13 13 1/2 13 1/2 14 15 1/2 16 1/2 18 1/2 19 1/2 20 1/2 34 1/2 ---+_._._-B ~1----+-+--A 1/4 ~-LENGTH AND THREADS TO ALLOW MIN. & MAX. DIMENSION SHOWN NOTES: 1. PIPE SUPPORT SHALL BE GRINNEL FIG. 264, ELGEN FIG. 50, OR EQUAL. RETRACTABLE INJECTOR DETAIL 2 ADJUSTABLE PIPE SUPPORT DETAIL 3 • FLANGE O.D. HOLE DIA. 0 0 TO MATCH FLANGE PATTERN (TYP. OF 6) 0 0 0 A 1" DIA. SS HEADED BOLT. 7 EMBED MIN. 8". ;1 '.I :, I I .-"""i ; r NOT TO SCALE 0 5 0 0 0 I I 32" 24" 12· 6" ' '.I ' -+ ' ' " ' :1 ' • • "' I /.//////.//////////.///././././• • <O - -+ l'I ' '" '" l'.I ,., ,:, • : ,..., t \_1,125"!/l (TYP.) .375 .375 M-6 1 " THK. STL. WEB (SHIP LOOSE) 1 /2" THK. STL. GUSSETT (TYP. 3 PLACES) 1" THK. STL. BASE PLATE SIDE ELEVATION NOTE 1. GALVANIZE ALL PARTS AFTER FABRICATION. 2. SEE DET. 5 THIS SHEET FOR CONCRETE PIER DETAILS. 3. CONTRACTOR TO SUBMIT FABRICATION DWGS. FOR APPROVAL. NOT TO SCALE 3/8" BOLT & NUT W/WASHERS TYP. 0 TM PUMP PER SPECS 3/8" EXP. BOLTS TYP. 4 PLACES 12" SQ. X HT AS REQUIRED CONCRETE BASE ~c.4===1=a+-/ EXIST. CONCRETE FLOOR TM PUMP BASE DETAIL 7 NOT TO SCALE M-8 BASE ELBOW CONCRETE BASE 4" COMBINATION AIR AND VACUUM RELIEF VALVE DETAIL 4 PROVIDE VERTICAL DOWELS FROM 6" EMBED AND EPOXIED INTO BOTTOM OF SLAB TO TOP OF NEW PEDESTAL. DETAIL 5 SECTION A-A 4-#5 @ CORNERS W/DOWELS EXIST. CONCRETE FLOOR NOT TO SCALE NOT TO SCALE PIPE SUPPORT DETAIL NOT TO SCALE Stantec 38 TECHNOLOGY DRIVE. SUITE 100 IRVINE, CA 92618 6 REVIEWED: TIE TO EX. CONCRETE FLOOR BASE ELBOW SUPPORT DETAIL 8 NOT TO SCALE M-8 ~fl MECHANICAL DETAILS BIG CANYON RESERVOIR M-10 C-6104 BEN DA VIS, RCE 82033 ASSOCIATE CIVIL ENGINEER FLOW METERING VAULT AND TREATMENT IMPROVEMENTS 949.923.6000 stantec.com i DESIGNED: NB DRA~~ JF ML CITY OF NEWPORT BEACH W-5378-S o ___________________________________________________ ...,1, _______________ ....1, ________ ..1.,,;.;,N:0·..1.,__;D;,;,A;;;TE;_...i.;D:ES:C:Rl:;_PTl;;,;O;;,;N_;O:,F.;,R::;,EVl;,;;S:IO;;,;N,;;,S _________ .J,;A::,P.:,;PR:O:VE:;:;DJ...cH_E_cK_E_D,_R_R.J.D_A_TE_,!:0~5~0~3~1J.7L._ ___ _;P_;U::;B::;L::l,::C_;W~O::,;R~K:::S:.:D:E~PA=R.:.T:M:.::E;::N:.:T ___ .l~SH:E~ET:,_1!,:9~oF:,_;2~8~ ~ ABBREVIATIONS, SYMBOL LEGEND, AND NOTES 20 E-1 ABBREVIATIONSSCHEMATIC DIAGRAM SYMBOLSPLANS ELECTRICAL SYMBOLS FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 N Q) ,:, C C C L ~ ~ 1i_ 0 ;.: w I'--0 N "' LO 0 w ~ 0 _J 0.. u "' ,:, C u ·c: ~ u Q) w I C 0 C C u - u 0 0 CX) <O 0 LO 0 -I I ., C C C. C u C: u Q) Q) ., C i I: C u L 6 i: Q) ., Q) L C 0 C C u - u Q) C C ., L Q) C "' C Q :,... u :, e ;,; .. =8 :@ -e =€3 s -(i) @ 8 0-, m-, ~2 l8l 0 ( 01 ) ---- - i --G-r -- -" QVU D - l-0 ---3::l'. .-++++< -w- ~ Ill ' I , ~ ----- DUPLEX RECEPTACLE, WEATHER PROOF, GFCI DUPLEX RECEPTACLE, GFCI SINGLE RECEPTACLE 250V, SINGLE RECEPTACLE. SEE PLANS FOR AMP RATING WALL SWITCH 2-DOUBLE POLE 3-THREE WAY 4-FOUR WAY b-OUTLET CONTROLED CRE-CORROSION RESISTANT D-DIMMER EP-EXPLOSIONPROOF K-KEY OPERATED P-PILOT LIGHT WP-WEATHERPROOF T-TIMER SWITCH THERMOSTAT OUTLET + 66" UON JUNCTION BOX CONTROL STATION SEE SCHEMATIC DIAGRAM NON-FUSED SWITCH, 30A, 3P U.O.N. FUSED SWITCH, 30A, 3P U.O.N. ENCLOSED COMBINATION STARTER, NUMBER INDICATES NEMA SIZE, NEMA SIZE #1 U.O.N. GROUND WELL GROUND ROD CONDUIT DESIGNATION SEE CONDUIT SCHEDULE CONDUIT IN SLAB OR UNDER GROUND CONDUIT EXPOSED CONDUIT INTERSECT WITH CONDULET EXOTHERMIC WELD CONNECTION CONDUIT BENDS TOWARD OBSERVER CONDUIT BENDS AWAY FROM OBSERVER CONDUIT STUB-OUT AND CAPPED FLEXIBLE CONDUIT CONNECTION MOTOR CONNECTION PANELBOARD FLOURECENT FIXTURE, SEE FIXTURE SCHED. WALL MOUNTED FIXTURE, SEE FIXTURE SCHED. POLE MOUNTED LIGHT RADIO ANTENNA JUNCTION BOX / PULLBOX GENERATOR RECEPTACLES, SEE PLANS FOR FOR RATINGS TWIST LOCK RECEPTACLE, WP, SEE PLANS FOR RATINGS CONDUIT RUN GROUND CONDUCTOR NEUTRAL CONDUCTOR PHASE/SWITCH CONDUCTOR CROSS LINES INDICATE NUMBER OF CONDUCTORS, #12 AWG UNLESS OTHERWISE INDICATED, SIZE GROUND CONDUCTOR PER N.E.C., MINIMUM CONDUIT RUN AS SHOWN IS 3/ 4 "C ABOVE GROUND & 1''C UNDERGROUND WITH 2#12 + 1 #12 GND., UNLESS OTHERWISE NOTED. NORMALLY NORMALLY OPEN CLOSED DEVICE -I I-* CONTACT TIMED CONTACT K T CONTACT ACTION RETARDED ON ENERGIZATION TIMED CONTACT y °T'" CONTACT ACTION RETARDED ON DE-ENERGIZATION __L .ro.__L,_ PUSH BUTTON SINGLE CIRCUIT 0 0 MOMENTARY CONTACT _L c.___Lo_ PUSH BUTTON SINGLE CIRCUIT 0 0 LOCK-OUT ~ O<c:]"""U LIMIT SWITCH ~ T LIQUID LEVEL SWITCH ~ T PRESSURE OR VACUUM SWITCH ~ °t' FLOW SWITCH ~ °?"" TEMPERATURE SWITCH ~ ± 2-POSITION AND 3-POSITION SELECTOR SWITCH ~ 0 0 0 0 a..L. MOMENTARY PUSHBUTTON cL PUSH-PULL MAINTAINED PUSHBUTTON WITH ~ MUSHROOM HEAD -f~ MANUAL MOTOR STARTER ~ MOTOR OVERLOAD HEATER CONTACTS ---'X.r-MOTOR OVERLOAD HEATER 0 PILOT LIGHT R=RED, W=WHITE, G=GREEN, A=AMBER ;© PILOT LIGHT, PUSH TO TEST R=RED, W=WHITE, G=GREEN, A=AMBER @) CONTROL RELAY, FUNCTION AS DEFINED (TD TIME DELAY RELAY B PHOTO CELL 0 STARTER COIL o--1\.,-<> SOLENOID OPERATED VALVE D PHASE MOTOR [JJ BELL OR BUZZER I ETM I ELAPSED TIME METER -o:::::::n-FUSE, TRIP RATING AS NOTED ----.J'--- L.,.,J CONTROL POWER TRANSFORMER r'7 ,if--GROUND WIRING IN MOTOR STARTER ----FIELD WIRING □ TERMINAL BLOCK I I I I I I BATTERY 6610A CIRCUIT BREAKER, TRIP RATING AS NOTED ~ POWER MONITORING DEVICE EJ VARIABLE FREQUENCY DRIVE __JVVV\_ DC CHOKE / LINE REACTOR ~ SERVICE METER IE) BLOCK HEATER / SPACE HEATER I sss SOLID STATE STARTER 30A NEMA 1 COMBINATION STARTER WITH MOTOR CIRCUIT -~ f----,:x:,--PROTECTION, NEMA SIZE MOTOR STARTER & OVERLOAD HEATERS. t:,.v-.L 30 KVA STEP DOWN TRANSFORMER WITH SECONDARY GROUND, ~ 480-120/208 A AMPERE, AUTO, AUTOMATIC NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 1. THIS DRAWING CONTAINS STANDARD SYMBOLS. NOT ALL SYMBOLS SHOWN ARE USED ON THIS A/C ALTERNATING CURRENT NIC NOT IN CONTRACT PROJECT. AFF ABOVE FINISHED FLOOR N/0 OR NO NORMALLY OPEN Al ANALOG INPUT TO PLC NO. OR # NUMBER 2. THESE DRAWINGS ARE SUPPLEMENTED WITH STANDARD SPECIFICATIONS. OBTAIN A COPY OF THE AIC AVAILABLE INTERRUPTING CURRENT NS INTRUSION SWITCH SPECIFICATIONS FROM CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT. ANN ANNUNCIATOR NTS NOT TO SCALE AO ANALOG OUTPUT FROM PLC 3. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBER(S) OR USE ANY ATTACHMENTS THAT ATS AUTOMATIC TRANSFER SWITCH oc ON CENTER AUX AUXILIARY WOULD IMPAIR THEIR STRENGTH. AWG AMERICAN WIRE GUAGE p POLE 4. CONTRACTOR SHALL DESIGN THE SUPPORTS IN BETWEEN THE STRUCTURAL SUPPORT MEMBER(S) PAH PRESSURE ALARM HIGH BLDG BUILDING PAL PRESSURE ALARM LOW AND SUBMIT THE DESIGN AS A SHOP DRAWING SUBMITTAL. BRKR BREAKER P&ID PROCESS AND INSTRUMENTATION DIAGRAM BTCW BARE TINNED COPPER WIRE PB PULL BOX 5. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, FEDERAL COMMUNICATION COMMISION (FCC), STATE FIRE MARSHALL REGULATIONS, AND ALL PC PHOTO CELL C CONDUIT PFA POWER FAILURE ALARM OTHER ORDINANCES HAVING JURISDICTION ALBEIT NOT SHOWN ON DRAWINGS OR SHOWN OTHERWISE. CAB CABINET PFR PHASE FAILURE RELAY C/B OR CB CIRCUIT BREAKER PH PHASE CKT CIRCUIT PID PROPORTIONAL, INTEGRAL, AND DERIVATIVE (TUNING) 6. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTION REQUIREMENTS. CLG CEILING CNTRL CONTROL PLC PROGRAMMABLE LOGIC CONTROLLER 7. THE CONTRACTOR SHALL SUBMIT CUT SHEETS OF ALL MATERIALS, DEVICES, EQUIPMENT, ETC. TO P/L BE USED. PROVIDE A LIST OF SUBMITTALS IMMEDIATELY AFTER AWARD OF CONTRACT AND PRIOR co CONDUIT ONLY, WITH PULL ROPE PROPERTY LINE COMM COMMUNICATION PM POWER MONITORING TO SUBMITTING ANY OTHER DOCUMENTS. CPT CONTROL POWER TRANSFORMER, PNL PANEL 120V SECONDARY, UON PS PULL SECTION 8. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, CPU CENTRAL PROCESSING UNIT PSH PRESSURE SWITCH HIGH INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND CM COMMUNICATION MODULE PSL PRESSURE SWITCH LOW PROPERLY-OPERATING SYSTEM, ENERGIZED THROUGHOUT AND AS INDICATED ON THE DRAWINGS, PT PRESSURE TRANSMITTER AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. DC DIRECT CURRENT PTT PUSH-TO-TEST DI DISCRETE INPUT TO PLC PVC POLYVINYL CHLORIDE 9. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, EXCEPT AS NOTED, AND IN PERFECT CONDITION DSW DISCONNECT SWITCH ¢ PHASE WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER DO DISCRETE OUTPUT FROM PLC THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND D/P DIFFERENTIAL PRESSURE (R) RELOCATE-PROVIDE WIRING AND CONDUITS AS NECESSARY APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL UL WHERE DPDT DOUBLE-POLE, DOUBLE-THROW RE REPLACE EXISTING SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF DPM DIGITAL PANEL METER REQD REQUIRED INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE DWG DRAWING REQMT REQUIREMENT MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, AND RTU REMOTE TERMINAL UNIT NBFU. EA EACH EF-X EXHAUST FAN NO.X SHT SHEET 10. ALL ABOVE GROUND OUTDOOR WIRING SHALL BE IN RIGID STEEL CONDUIT. FLEXIBLE CONDUIT ELECT. ELECTRICAL SLD SINGLE LINE DIAGRAM SHALL BE USED FOR SHORT CONNECTIONS TO LIGHTING FIXTURES AND OTHER VIBRATING EMI ELECTROMAGNETIC INTERFERENCE SPDT SINGLE-POLE, DOUBLE-THROW EQUIPMENT. USE NEOPRENE JACKETED FLEXIBLE CONDUIT AND FITTINGS WHERE EXPOSED TO EQUIP EQUIPMENT SPEC SPECIFICATION WEATHER. ETR EXISTING TO REMAIN SPST SINGLE-POLE, SINGLE-THROW EX, (E) EXISTING S/N SOLID NEUTRAL 11 . ALL CONDUCTORS SHALL BE COPPER AND RATED 600 VOLTS. USE TYPE THNN/THWN/THW. ER EXISTING TO REPLACE S/S START-STOP ss STAINLESS STEEL, SOFT STARTER 12. OUTLET BOXES SHALL BE CAST BOXES WITH THREADED HUBS, GASKETED COVER PLATES, AND FA FLOW ALARM sss SOLID-STATE STARTER PROPER DEVICE. FOR VAULT INSTALLATIONS MATCH EXISTING BOXES IF OTHER THAN CAST BOX. F FUSE SW SWITCH FM FACTORY MUTUAL 13. ALL SURFACE-MOUNTED ELECTRICAL EQUIPMENT AND DEVICES SHALL BE PROPERLY SECURED TO FS FLOW SWITCH OR FLOAT SWITCH TB TERMINAL BLOCK, OR TERMINAL BOX WALL OR CEILING. TBD TO BE DISCUSS GEC GROUND ELECTRODE CONDUCTOR TD TIME DELAY 14. TEST THE ENTIRE SYSTEM AND DEMONSTRATE THAT THE ELECTRICAL COMPONENTS AND SPECIAL GFI, GFCI GROUND FAULT CIRCUIT INTERRUPTER TERM TERMINAL SYSTEMS ARE COMPLETE AND FUNCTION PROPERLY. MAKE NECESSARY CORRECTIONS AND LEAVE GFP GROUND FAULT PROTECTION TYP TYPICAL SYSTEMS READY FOR OPERATION. GND OR G GROUND TSP TWISTED SHIELDED PAIR, #16 AWG TST TWISTED SHIELDED TRIAD, #16 AWG 13. THE CONTRACTOR SHALL MAINTAIN THE UNIFORMITY AND CONTINUITY OF THE GROUNDING SYSTEM. HOA HAND-OFF-AUTOMATIC PROVIDE SEPARATE GROUND WIRE IN ALL PLASTIC AND FLEX CONDUITS. HP HORSEPOWER UL UNDERWRITER'S LABORATORY HT HEIGHT UON UNLESS OTHERWISE NOTED 14. ALL OUTDOOR EQUIPMENT SHALL BE IN WEATHERPROOF NEMA 4X STAINLESS STEEL ENCLOSURE HS HAND SWITCH UPS UNINTERRUPTABLE POWER SUPPLY EXCEPT AS NOTED. ALL EQUIPMENT AND DEVICES SHALL BE PAD LOCKED ALL KEYED ALIKE WITH UG UNDERGROUND 5 KEYS FOR EACH SITE SUBMITTED TO THE DISTRICT AFTER ACCEPTANCE. 1/0 INPUT/OUTPUT UGPS UNDERGROUND PULL SECTION IC RMS SYM. INTERRUPTING CAPACITY RATING V VOLTAGE 15. EQUIPMENT, DEVICE, AND WIRING SHOWN AS LIGHTWEIGHT SHADED LINES ARE EXISTING AND IN OR " INCHES VA VOLT-AMPERES HEAVYWEIGHT SOLID LINES ARE NEW TO BE PROVIDED AND INSTALLED. VFD VARIABLE FREQUENCY DRIVE JB JUNCTION BOX JS POWER SWITCH XFMR TRANSFORMER XTMR TRANSMITTER K THOUSAND KCMIL THOUSAND CIRCULAR MILS w WATT KVA KILOVOLT-AMPERE WH WATTHOUR KVAR KILOVOLT-AMPERE REACTIVE WP WEATHERPROOF KW KILOWATT WT WATER TIGHT LAH LEVEL ALARM HIGH z IMPEDANCE LAL LEVEL ALARM LOW zsc LIMIT SWITCH CLOSED LCL LONG CONTINUOUS LOAD zso LIMIT SWITCH OPEN LCP LOCAL CONTROL PANEL LM LARGEST MOTOR 3W THREE-WIRE LOS LOCK OUT SWITCH 4W FOUR-WIRE LSH LEVEL SWITCH HIGH LSL LEVEL SWITCH LOW LT LEVEL TRANSMITTER LTG LIGHTING LV LOW VOLTAGE NOTES LVL LEVEL LIGHT THIN LINES DEPICTING WIRES, EQUIPMENT, DEVICES, COMPONENTS, MA MANUAL OR MILLIAMPERE CONDUITS, ETC. ARE EXISTING AND ARE SHOWN FOR CLARITY. MAX MAXIMUM MCC MOTOR CONTROL CENTER NOT ALL SYMBOLS AND ABBREVIATIONS ABOVE APPEAR ON THE MCP MOTOR CIRCUIT PROTECTOR ACCOMPANYING CONTRACT PLANS OR ELSEWHERE IN THE CONTRACT MFR MANUFACTURER DOCUMENTS. MH MANHOLE Ml MECHANICAL INTERLOCK MIN MINIMUM ML MAIN LUG MLO MAIN LUG ONLY mm MILLIMETER MOV MOTOR OPERATED VALVE MSB MAIN SWITCHBOARD MTD MOUNTED MTG MOUNTING MTS MANUAL TRANSFER SWITCH (N) NEW, TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR (NL) NEW LOCATION OF RELOCATED DEVICE NA INTRUSION ALARM N/C OR NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE REVIEWED: LINKTURE c::,:::r -~l ~fl_ CONSULTING EN GI N E E R s 6260 West Third Street, Suite 437 BEN DAVIS, RCE 82033 Los Angeles, CA 90036-7611 * * ASSOCIATE CIVIL ENGINEER DESIGNED: ER DRAWN:ER Phone: 323.297.3575 Fax: 949.988.1557 email@linkture.com NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: OF DATE: 5/3/2017 SHEET OF 21 E-2 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 INSTRUMENTATION & CONTROL LEGEND N Q) ,:, C C E ~ ~ 0 iii l'- VALVE SYMBOLS ---{><J-GATE (OPEN) ---w-KNIFE GATE -l ---f-BUTTERFLY ---t::<1---GLOBE ---{:0:}--BALL V ---{:0:}--VEE-BALL ----K>I-PLUG ~ SEAT PORT ECCENTRIC PLUG ~ DIAPHRAGM ~ PINCH --cli<I-NEEDLE ---l'-J-CHECK VALVE ---- ---j::() f-BALL CHECK ACTUATOR SYMBOLS 1 xx PNEUMATIC DIAPHRAM SPRING-OPPOSED, SINGLE DOUBLE ACTING 'xx PNEUMATIC CYLINDER SINGLE OR DOUBLE ACTING ACTUATED BY ONE INPUT i fxx ELECTRIC MOTOR i xx SOLENOID cp xx HYDRAULIC ~ xx UNKNOWN ACTUATOR OR PRESSURE RELIEF AIR AND/OR VACUUM RELEASE QY-REGULATED SIDE ---{>16-PRESSURE CONTROL MULTI-PORT VALVES (BALL VALVE SHOWN. FOR OTHER VALVE TYPES, APPROPRIATE VALVE SYMBOL SHOWN. ) ARROWS INDICATE FLOW PATTERN. SEAT PORTS ARE IMPLIED BY INDICATED FLOW PATTERN. ~ VALVE POSITION ER T MANUAL ?xx ELECTROHYDRAULIC T DIAPHRAGM, DIFFERENTIAL PRESSURE NOTE: ON LOSS OF PRIMARY POWER (PNEUMATIC, ELECTRICAL OR HYDRAULIC) XX: FO = FAIL OPEN FC = FAIL CLOSED FLP = FAIL TO LAST POSITION -1------------------------------------------------1 0 MISCELLANEOUS SYMBOLS 11-1 ---if ½ 0---------1 SIGHT GLASS DIAPHRAGM SEAL BLIND FLANGE AIR GAP VENT TO ATMOSPHERE AERATOR PLUG RECEPTACLE SELF CONTAINED AIR SUPPLY COMPOSITE SAMPLER (DIPPER TYPE) COMPOSITE SAMPLER (SUCTION TYPE) TV CAMERA RADIO ANTENNA "ON" TIME DELAY B "ON" X-SEC. AFTER A "ON". INSTANT "OFF". "OFF" TIME DELAY A B B "OFF" X-SEC. c__;_ OFF -TD ~ ,-X-SEC ~ AFTER A "OFF". f-4 OR ' I , ·-~ .... INSTANT "ON". INTERLOCK. SEE CONTROL DIAGRAMS 120~ 480V-----.,.,_ 120 VOLT, 60 HZ POWER 480 VOLT, 60 HZ POWER ANNULAR DIAPHRAGM SEAL RUPTURE DISK (PRESSURE) RUPTURE DISK (VACUUM) [211-----1r,f..r PIG INSERT POINT I , 4-/0R ~ PIG CATCH POINT l MIXER 0 ELECTRIC MOTOR ~ PRESSURE GAUGE D<l [G] TONE TRANSMITTER NO. X TONE RECEIVER NO. X VOICE COMMUNICATION POINT TV MONITOR LOGIC ELEMENT: IF A AND NOT B THEN C LOGIC ELEMENT: IF A OR B THEN C ON/OFF RELAY. INPUT IS 'S CONNECTED TO OUTPUT R"-: WHEN SWITCHING SIGNAL PUMP AND COMPRESSOR SYMBOLS NOTE: XX: AS ADJUSTABLE SPEED ~ xx + xx ~ xx CS-1 CONSTANT SPEED (SINGLE SPEED) CS-2 CONSTANT SPEED (TWO SPEED) CENTRIFUGAL PUMP (DRY PIT) CENTRIFUGAL WET PIT PUMP OR TURBINE PUMP CHEMICAL FEED PUMP DIAPHRAGM PUMP GEAR PUMP OR BLOWER (POSITIVE DISPLACEMENT) PISTON PUMP } SUBMERSIBLE PUMP ..._Lll~..,,xx ~ PROGRESSIVE CAVITY PUMP xx -i---rxx COMPRESSOR (CENTRIFUGAL) COMPRESSOR (PISTON) BLOWER OR FAN (CENTRIFUGAL) EJECTOR GENERAL INSTRUMENTATION, CONTROL FUNCTION SYMBOLS CD e~ 0 I I J EQUIPMENT/FIELD MOUNTED. SHOWN FOR DEVICE XXX OR XXXXX, TYPICAL. INSTRUMENTS SHARING A COMMON HOUSING, EQUIPMENT/FIELD MOUNTED. PANEL MOUNTED, OPERATOR ACCESSIBLE. MOUNTED IN LCP, UON. PANEL XXX SHOWN. PANEL MOUNTED, OPERATOR INACCESSIBLE. INSTRUMENTS SHARING COMMON HOUSING, PANEL MOUNTED IN LCP, UON, PANEL XXX SHOWN PLC SHARED DISPLAY /CONTROL FUNCTIONS PNEUMATIC SIGNAL -----0-------0- b'I b'1 b'1 e C\ \.___J ~ DI ISA -S5.1 TABLE 1 IDENTIFICATION LETTERS FIRST LETTER(S) SUCCEEDING LETTERS MEASURED OR INITIATING MODIFIER READOUT OR ELECTRICAL SIGNAL COMMUNICATION OR LOGIC SIGNAL RADIO OR TELEMETRY SIGNAL MICROPROCESSOR BASED LOCAL OPERATOR INTERFACE (MMI) MICROPROCESSOR BASED REMOTE (SCADA) OPERATOR INTERFACE (MMI) PLC INPUT/OUTPUT POINT, DISCRETE INPUT SHOWN MODIFIER Bxx SURFACE VERTICAL PUMP & DEFINITIONS TRANSDUCERS A = ANALOG I = CURRENT D = DIGITAL p = PNEUMATIC E = VOLTAGE PF = PULSE FREQUENCY F = FREQUENCY PD PULSE DURATION = H = HYDRAULIC R = RESISTANCE PLC DEFINITIONS Al = ANALOG INPUT AO = ANALOG OUTPUT DI = DISCRETE INPUT DO = DISCRETE OUTPUT ~ ~ LO PRIMARY ELEMENT SYMBOLS , IS PRESENT. ~ SWITCHING SIGNAL VARIABLE PASSIVE FUNCTION OUTPUT FUNCTION SELF CONTAINED VALVE & o w § 0.. ~ ,:, C u ·.:: t; Q) -.; I C 0 ~ C u .!l' -" u 0 0 CX) <O 0 LO 0 -I ... 0 I I'--0 N ,;;; C C C. C 0 ~ C u .!l' ~ .l'l C -tl ~ Q) ~ C ~ ~ PARSHALL FLUME ~ WEIR ----,:1 "" ORFICE PLATE ~ FLOW TUBE ~ PITOT -STATIC ~ VORTEX METER ~ ROTAMETER ~ XXX y @ ~ ~ ----ffi-. GENERIC DEVICE WITH FUNCTION SYMBOL ULTRASONIC FLOWMETER ELECTROMAGNETIC FLOWMETER PROPELLER OR TURBINE METER --t MEMORY ELEMENT ~ S= SET , R= RESET ~ PURGE SET ~ X: W = WATER A = AIR SEE 0 AIR SET XX= SUPPLY PRESSURE IN PSIG. I-'-o·-81-}----l..i~1-----1..r J ..--... ~ ,, FILTER/ REGULATOR/ GAUGE SET 0J\.F'-FLEXIBLE CONNECTOR PULSATION DAMPENER FILTER f R , SWITCHING RELAY. INPUT WITH DOT IS CONNECTED TO OUTPUT WHEN SWITCHING SIGNAL IS PRESENT OTHER INPUT IS CONNECTED TO OUTPUT WHEN SWITCHING SIGNAL IS NOT PRESENT. ~ FLUSHING CONNECTION ~ADAPTOR ~ SEAL WATER SET D REDUCER r7 SPRAY HEAD -6 CONSULTING ENGINEERS 0 A B C D E F G H I J K L M N 0 p Q R s T u V w X y z ANALYSIS BURNER , COMBUSTION CONDUCTIVITY DENSITY VOLTAGE FLOW RATE GAUGE HAND {MANUALl CURRENT { ELECTRICAL) POWER TIME, TIME SCHED. LEVEL MOISTURE INTRUSION TORQUE PRESSURE VACUUM QUANTITY RADIATION SPEED, FREQUENCY TEMPERATURE MULTIVARIABLE VIBRATION WEIGHT FORCE UNCLASSIFIED EVENT, STATE OR PRESENCE POSITION DIFFERENTIAL RATIO (FRACTION) SCAN TIME RATE OF CHANGE MOMENTARY INTEGRATE, TOTALIZE SAFETY X AXIS Y AXIS Z AXIS ALARM CLOSE PRIMARY ELEMENT GLASS, VIEWING DEVICE INDICATE LIGHT OPEN POINT CONNECTION RECORD OR PRINT MULTIFUNCTION WELL UNCLASSIFIED CONTROL CONTROL STATION SWITCH TRANSMIT MULTIFUNCTION VALVE, LOUVER UNCLASSIFIED RELAY, COMPUTE, CONVERT DRIVER, ACTUATOR, FINAL CONTROL ELEMENT CLOSED HIGH LOW MIDDLE NORMAL OPENED MULTIFUNCTION UNCLASSIFIED REFERENCE ISA-S5.1 SECTION 5.1 AND TABLE 2 FOR EXPLANATION AND TYPICAL LETTER COMBINATIONS REVIEWED: f LINKTURE'--'-1r "'✓/~r ~ ~L, } 6260 West Third Street, Suite 437 BEN DAVIS, RCE 82033 " Los Angeles, CA 90036-7611 * * ASSOCIATE CIVIL ENGINEER ~ Phone: 323.297.3575 Fax: 949.988.1557 DESIGNED: ER DRAWN: ER EQUIPMENT TAG NUMBERS ARV = AIR RELEASE VALVE ASV = ANTI-SIPHON VALVE ARVR = AIR AND VACUUM RELEASE VALVE E = EDUCTOR FCV = FLOW CONTROL VALVE G = GATE I D-X I LCV = LEVEL CONTROL VALVE D: M = MECHANICAL EQUIPMENT p = PUMP PCV = PRESSURE CONTROL VALVE PRV = PRESSURE REGULATING VALVE PSE = RUPTURE DISK PSV = PRESSURE RELIEF VALVE T = TANK TCV = TEMPERATURE CONTROL VALVE SP = SUMP PUMP SOL = SOLENOID VALVE X: UNIT NUMBER SHEET OF ~ email@linkture.com NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: OF DATE:5/3/2017 0-------------------------------------------------------------------------------------------------------------------------------------------------------- SINGLE LINE DIAGRAM AND CALCULATIONS 22 E-3 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 ELECTRICAL DESIGN LOAD SUMMARY SERVICE DESCRIPTION LOAD (A) ELECTRICAL DESIGN LOAD SUMMARY SERVICE DESCRIPTION LOAD (A) (E) MAIN SERVICE CENTER "MSC-4" 277V / 480V-3PH-4W-1200A-65KAIC ,-,-----7 I I I I I I I I (E) SWBD "DP" 480V-3PH-3W-1200A-65KAIC r-----=-=--------=-=------=-----=-------=.::---_~_::-_-_--=.:::-_-_-=..=------=-=-----_-7 I I I 800A ) 600A 200A ) 200A ) JOA ) 60A I JP JP JP JP y JP y 2P I I 1 "C-2#6 + 1#10 GND. ,--7 (E) MCC-4 I 60A I 2P (E) DPR1 I IG N I I (E) SPARE (E) SPARE I 31.JA )800A I 480V 10, I (N) MINI POWER ZONE I I • I (E) SCE JP TRANSFORMER ,---7 I I I ~ I I I L _ _ J I I I I L -__ J (E) SERVICE FEEDER (E) POWER FEEDER (E) GROUND ELECTRODE CONDUCTOR WATER PIPE (E) GROUND RODS BUILDING STEEL STRUCTURE (E) MAIN SERVICE CENTER "MSC-3" 277V / 480V-3PH-4W-1600A-65KAIC I I I I I L_ ----------------------- (E) (E) ,----7 ,--7 I 600A I I 200A ) I 3P 3P y I I I I I (E) MCC-4 I I (E) PANEL I "DPR1 • I I I I L ____ _J L __ _J (E) ATS 1600A 480V 3PH-3W (E) MSC-3 DISTRIBUTION BOARD 480V-3PH-3W-1600A-65KAIC I T1 I 15 't(IIA I I I 1#8 240/12ov1 GND -111l I -I I 62.5A I I I BOA 2P __ _J I 20A 1P I I (N) PANEL "pz'' I (28) 1-P SPACES L ___ _J (N) MINI POWER ZONE SQUARED MPZ15S40F SEE P06 CONDUIT SCHEDULE ON SHEET E-5 (N) SAMPLE PUMP #2 7.2 FLA ,-,-----7 ,----1-----------------------------------7 I N I Q) ,:, C I C C L ~ I ~ 0 I ;.: w I'-I -0 N I "' LO 0 I w ~ I 0 _J 0.. "' I I I G N I • et-1•1 I I I I );ioOA I I I I I I I I ' ''') jj,OOA© I I I (E) GENERATOR I I I I 1 600A '') 3P >' ) I ) "') 125A 125A 600A 350A 350A 600A JP 3P 3P 3P 3P "' 3P ? L ___ J I L_ __ _J__ ------------------------------------,:, C u ·.:: ~ u Q) -.; I C 0 -" u 0 0 CX) <O 0 LO 0 -I ... 0 I I'- ., C C ., C 0 (E) SERVICE FEEDER (E) POWER FEEDER ~.::::,,.., (E) GROUND ELECTRODE CONDUCTOR (E) GROUND RODS WATER PIPE BUILDING STEEL STRUCTURE 3/4"C-3#12+--ff> 1#12 GND. 3/4"C-3#8+ 1#10 GND. 1 "C-6#8 + 1#10 GND. 3/4"C-3#8+ 1#10 GND. (N) TM .----+--i+--+-1 PUMP PANEL (E) PUMP & VALVE PANEL 1"C-3#6+ 1#10 GND. (E) ,--7 (E) DSW I ~~5A ) I L __ J (E) IMLO I 3P o-,lo-,o -, I I ~iA(N) 1~A (N) 50A (N) I 3P ------+--o' ~~~V 111l, ~~E) I I I 37.5 ',(,IA L _ --_ _J 1#4 240/120V GND -111l 200A 2P N) 20A 1P (E) PANEL "A" 1"C-3#8 + 1#10 GND. 22.7 FLA (N) CRANE TO REPLACE EXISTING 6.6 FLA (N) KNIFE GATE VALVE "MOV-100" 21 FLA (N) TM SUPPLY PUMP 1 21 FLA (N) TM SUPPLY PUMP 2 (E) PANEL "B" ---f'C-4#12+ 1#12 GND. LINKTURE c::,:::r CONSULTING ENGINEERS 6260 West Third Street, Suite 437 ;,; (N) SAMPLE (N) SAMPLE Los Angeles, CA 90036-7611 ~ PUMP #3 PUMP #4 Phone: 323.297.3575 Fax: 949.988.1557 (E) ,--7 (E) ZONE Ill PUMP 1 VFD L __ _J (E) 361 FLA ZONE Ill P-1 (E) ,--7 (E) ZONE Ill PUMP 2 VFD L __ _J (E) 180 FLA ZONE Ill P-2 (E) ,--7 (E) ZONE Ill PUMP 3 VFD L __ _J (E) 180 FLA ZONE Ill P-3 (E) ,--7 (E) ZONE Ill PUMP 4 VFD L __ _J (E) 300 361 FLA ZONE Ill P-4 I I I I I I I I I _ _J (E) ZONE Ill P-1 (E) ZONE Ill P-2 (E) ZONE Ill P-3 (E) ZONE Ill P-4 (E) PANEL A REVIEWED: BEN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: ER DRAWN: ER TOTAL A TOTAL A 342.00 100.00 32.40 474.40 361.00 180.00 180.00 361.00 100.00 1182.00 §: 7•2 FLA 7•2 FLA email@linkture.com CHECKED· OF DATE· ~--------------------------------------------------------------------------N-O.--D-AT-E--DE_s_cR-IP-TI-ON-OF_R_E_v1s_1o_N_s __________ A_P_PR_o_VE_D ___ • ___ ._s_3_2_01_1 ___________________ s_HE_E_T __ o_F __ ELECTRICAL SITE PLAN AND PANEL SCHEDULES 23 E-4 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 ELECTRICAL SITE PLAN 2 - PANEL SCHEDULES 1 - TRENCH DETAIL 3 - (N) PANEL "PZ" (E) PANEL "A" BUS RATING: 100A MI\JN BREAKER SIZE: BOA INTERRUPTING RATING: 10 KAIC PANEL FRME SIZE: 200A MAIN BREAKER SIZE: MAIN LUG ONLY N Q) ,::, C C C L t1' ~ 0 ;.: w ,... -0 N ..., "' 0 w ~ 0 __J 0.. ;, "! C " ·c: ~ " Q) qi I C 0 -" " 0 0 CX) <O 0 "' 0 -I v 0 I ,... -0 N C " ·c: ~ " Q) qi " L 0 C: Q) " ~ L .!'l C .. C 0 :;a " :, ,::, e VOLTS, PHASE, WIRES: 120/240V, 1PH, 3W ENCLOSURE: NEMA 1 MOUNTING: SURFACE VOLTAGE: 2771480V ENCLOSURE : N,EMA1 CKT NO. CL LML ~ ~ 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 CKT BKF QTY w N "' 1n "' w u w "--' <:J (.) "' "' "' 0 ,_ w ls '!,: DESCRIPTION LOI{) « c.. -' "' 20 1 2 LIGHTING FIXTURE 80 20 1 1 AIR EXHAUST (3/4 HP) 1272 20 1 1 SUM" PUMP (314 HP) 1272 20 1 SPARE 20 1 2 SAMPLING PUMP 1 & 2 (113 HP) 816 15 1 1 METERING PANEL 1000 20 1 1 SERVICE RECEPTACLE 360 20 1 SPARE 20 1 SPARE 20 1 SPARE 20 1 SPARE 20 1 SPARE SPACE SPACE SPACE PHASE TOT !>LS (VA) PHASE B/ILJll,JCE 5% TOT N. CONNECTED L0/\1.l (V/\l 25% OF LONG CONTlNUOUS L0/\1.l (LCL) .AND LARGEST MOTOR (V/\l TOT !>L L0/\1.l (VJ\l TOTAL LOAD (~PS) LOI{) (WATTS) /10 80 LOAD DESCRIPTION 80 0 XFI\IR SECONDARY MA.IN 1272 0 1272 SPACE 0 SPACE 816 SPACE 1000 SPACE 360 SPACE 0 SPACE 0 SPACE 0 SPACE 0 SPACE 0 SPACE 0 SPACE 0 SPACE 0 SPACE 2528 2272 53% 47% 4800 NOTE: CL -LONG CON11NUOUS LOAD 338 LML = LARGEST MOTOR LOAD 5138 21.4 L-\' ·------- 48''W C (E) METERING VAULT (N) MINI •=---===----====____.:===--=2~7~wrt-===-/~ -=-=-~P~OWER ZONE • w N 00 w "' '!,: PHASE 3PH,4W INTERRUPTING RATING 14 KAIC QTY CKT BKH "' u UJ "' u -' "-"' C) ls UJ ,_ 0 "' "' -' c.. « 2 BO CKT NO. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 ( B LMI LMI LMI CKT NO. 1 3 5 7 9 11 13 15 17 19 21 23 t;KT 81\1 QTY w N Ul <J) "' w 0 w "-----' (') 0 w 0:: :a:; 0 f--w , ;,: DESCRIPTION L0/0 Pf1 <( Q. ---' 0:: :a:; 60 3 (ti) T M SUPPLY PUMP (1 5HP) 5817 6094 5817 5817 15 3 (ti} GATE VALVE (1.25HPJ 1828 2105 1828 1828 0 0 PHASE TOT tlS (WATTS) 81B92 PHASE BALPNCE 32% 12% TOT Al.. CONNECTED LOm (WATTS) 25% OF LOIIIG CONTINLIOUS LONJ (LCL) & LARGEST MOTOR \ (N) TM SUPPLY PUMP & -~ CONTROL VALVE PANEL (E) CONTROL PANEL "CP" ------._ (E) MCC-3 (E) PUMP 1 'VFD-1" (E) PUMP 4 "VFD-4" I I "' I I ,_,"'"I I I CJ I I TOT /'l Lom (WATTS) TOT It L0/0 (M,IPS) SCALE: {NONE) / C01 (E) CONTROL BUILDING (E) PANEL A, 125A-480V-3PH-4W \ / v \e \ \ •. (E) SWBD "DP" \ 0, \Id (E) ELECTRICAL ROOM \ ~ \ \ (E) MSC-3 ~TRIBUTION PANEL / \ (E) ZONE 4 CONTROL PANEL (E) MCC-4 \ LOI{) (WATTS) 80 C0 6094 6094 21052 21052 0 0 21'633.7 21633.7 29832.9 20032.!l 44% 44% 67865 1371 ,15 69236 83.4 JO"'W . • ·-. -==-~:::.......:-::--::-'"="=27-"!---:::2=::~::::::--- I X \ I ,p-✓ - lffl ~ =--'====:rzl i~W (.liBUl$-----====--i~!!J!! -- (N) METERING PANEL SCALE: 3/8" = 1 '-0" LINKTURE• ♦3 CONSULTING ENGINEERS 6260 West Third Street, Suite 437 '" Los Angeles, CA 90036-7611 ~ Phone: 323.297.3575 Fax: 949.988.1557 MOUNTING: SURFACE w QTY CKT tll\f N w "' w 0 w <J) 0:: 0 CJ -' "--l0/0 DESCRlPT ION ;,: w w f--0 :a:; :a:; •Cl'. ---' ,C.. .,: 277 (NJ HOIST MOTOR 1'2 HP 3 15 277 277 277 (E) ELECT. DOOR 3 15 277 I 277 ' 20 20 20 20 21634 i (E) TRANSFOR!vER 2 100 21634 : I NO"fl:: LML -LARGEST MOTOR LOAD CL -CONTINUOUS LOAD (NB) -PROVIDE AND INSTALL NEW BREAKER CKT NO. 2 4 6 B 10 12 14 16 18 20 22 24 AS REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---------- --REPLACE ASPHALT OR FlNISH SURFACE TO MATCH EXISTING (E) ASPHALT OR FINISH SURFACE 'b , _-_-_-_-_-_-_-_-_-_-_ UTILITY WARNING TAPE I ----------------------:-: UNDISTURBED SOIL • N ----------:;, ., ---------"'."\ ---------BACKFILL EARTH TO 90% - - - - - - - - - -RELATIVE COMPACTION - - - - - - - - - -PER ASTM D1557 ----------- - - - - - - - - -_..,,., POWER CONDUIT ·:··:. ,,- SIGNAL CONDUIT BACKFILL (SAND OR NATIVE SOIL) TO 90% RELATIVE COMPACTION PER ASTM D1557 SCALE: NOT TO SCALE REVIEWED: BEN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: ER DRAWN: ER 24" FROM EDGE TO EDGE OF CONDUIT CONDUITS MAY BE PLACED ON EITHER SIDE OF WATER PIPE ! email@linkture.com CHECKED OF DATE o _________________________________________________ ...,1 __________________________________ ._N_o_ ...... _D_A_TE_....L,_DE_s_cR_1P_T_1o_N_o_F_R_E_v_1s_1o_Ns __________ ....1~A-P_P_Ro_VE_D..L., ___ '_....1._...;;'s~3~2~01~7 .... ____________________ .i...;.s ... HE;;;E ... T __ .;.oF __ .J ENLARGED ELECTRICAL PLAN 24 E-5 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 C O N D U I T S C H E D U L E METERING VAULT ELECTRICAL PLAN 1 - CONTROL BLDG. BASEMENT ELECTRICAL PLAN 3 - F I X T U R E L I S T CONTROL BLDG. GROUND FLOOR ELECTRICAL PLAN 2 - N Q) ,:, C C E ~ 0 ~ I'--0 N "' LO 0 w § 0.. "' ,:, C u ·.:: t; Q) -.; I C 0 .a u 0 0 CX) <O 0 LO 0 -I .... 0 I I'--0 N ., C C C u ·.:: ~ u Q) -.; ., C ·.: I: ,:, ,:, C u L Q) ~ C J, C 0 =e :, ,:, e . • • . ., <I· . . .. ., ... ., .· . ,,,, ..,; . : ., ·. . . .. . • .• "! . ... . . .... · • •. "'! .... "' <# PZ-la ..... ,,, . . . ..; .... . ". . :,, ...... M I (N) EXHAUST FAN 3/ 4 HP (GREEN HECK SQ-160-VG) , . . .. . ' ,, . ., . " .. PZ-3M ., · .. . ;, <I • ,....--{N) SUMP PUMP 3/4 HP {ZOELLER PUMP BN 145) 0 / ~------,,..,..,......_--+·-...::..." _ •. -+-----+--:~:::.++-------r---------,::,,-'111-1~•-+<f --...+------,.-,~ _/ / (N) WIRE GUTTER / --..i.J.~--r~~r-----t-G-r ~~~=1~i-=-~~::::=-~~~~~,~Hir.--=t--t---~'-'t-~--(N) MINI POWER ZONE, •· " (N) ELECTROMAGNETIC _ _,_____,,__ _____ ~ · ·<1· PANEL "pz" SCALE: 3/8" = 1'-0" I -I II ~• I II cnJ:i FLOW SENSO~ COZ ~liill:!P;Z~i :·~ 1 ---r---~-~--@ --C07 \ ~ (N) SAMPLING PUMP-1 PZ-la - , I/ y (N) SAMPLING PUMP-2 , 1 1 11111 , -· (N) VAULT LIGHT SWITCH & EXHAUST FAN SWITCH {WEATHERPROOF-TYP.) i-----<,-(N) CRANE / / -- (E) 4BOV-3PH PANEL "A" 1-=11-+-++-H I I I I I l-+-+-t-+-+-ff-+-1-t-~ (E) 4BOV-3PH DISCONNECT SWITCH ..:::r:.1-1---1-1---11-1-++-H , .,,t"f---b,J--4..,., _ ... ,,,-t-1 +-+ j-+-it--HfH-+-H +-1-+-H 1 FIT ) (N) TM FLOW METER IN NEMA 4 ENCLOSURE tt13;t '~>--l;0;1_, WITH WINDOW VIEW, SIZE AS REQUIRED -+++-+++1-+++--!1-1-++-H ~----~~~~~~~ ■II::!±±:± .:ll=:lt::t1fi::±±l:::ll:±::!±:ll _ I I I I I I A (N) TM SUPPLY PUMP - CONTROL PANEL (SURFACE MOUNTED) -(E) 4BOV-120V/240V 1 PH TRANSFORMER ·: ·-·" .. ··.·•.·· ·.•.:... ·" • ., •.••. -. ·.,_ • ., • .. -•• , ·-',q".... . -~ .. ,.· •• ., • • ·-• "" ~ ., • : • . . .• ., ... : ..... ·• .. -~--..... ,• ... -· • • .,.· ..., , .. • • • • . ..... , •• •, •.••• • .. : :_· ,· .. : • ,.,'9 • •• • . ,, .. . -~ .... ~~=-•_·_ ... ,__~·· _· --"':---'··+· _·· ---'. ·~-'-~-·•...,_·. -'-~'-r--'-'--'1.----'--· ~.c...• -'·'-'-·-··~·: _·._, -'-:'-.. ,..· _._·_. _ ........ ~· ._=..,.. _· :---"-.. ·.c...· .c...· ~•.,_ • ...,_ . ...,_: -· ,.......· _··.......,•_..,._·_. _· ,_•·---'-. -•"-. -~· ~-_,_ ... =-~~--·-· -'·'--'·---"· .• ,....· ··_ ..... • ·-· ·~·~· ._· _' ·-'~· -·. _· _. _--~-~ ·. . . ~-- #, .. ·: .. • . ' B-a B-b B-a . • . -.· . • • ·• .. ~-- . ·' • REPLACE ~ j EXISTING VAULT~ FIXTURE (TYP.) mn I I 11111 I I ~ Ill 1--+tl -r --++II I l+-4-1 TO (E) PANEL "B" RE-USE (E) LIGHTING CIRCUIT. . ., ....... . ....... .. . · .• ...... ... : •• .. . ·• • .•.. .... .. (N) FIXTURE SHALL BE ---.~..,• --.L MOUNTED TO WALL AT + 15' ABOVE FLOOR OR AS SPACE PERMITS (TYP.) (E) SAMPLE t-_-_ ,-,-,-_ ~-- PUMPS TO REMAIN . ·•. lillJ mn NOTES: J 1. (E) CAT WALK TO BE REMOVED PROVIDE SUPPORT FOR (E) CONDUITS CURRENTLY MOUNTED ON CAT WALK. B-b . . . -. . • . ' • ' : .., ... ., Al . "''• ,· •• . . . SCALE: 3/8" = 1'-0" PLAN SYMBOL CONDUIT ( ## ) QTY SIZE (") % FILL mfil C06 I (N) SAMPLE PUMP 3 & 4 • "' "Iii'· : C03 •· •,.". ~ . : ' . . . . . . • C10 WIRE QTY SIZE ( POl ) 1 13.29 2#6 + 1#10 GND. ( P04 ) 1 1-1 /4 28.51 6#8 + 1#10 GND. ' . .. (N) ELECTRICAL OPERATED KNIFE GATE VALVE ROTORK 103) (E) BASEMENT LIGHTING SWITC~ UP-STAIRS,_ -1--~• ~ I MOY-J I A-7,g,11 TO (N) TM PUMP CONTROL PANEL B-a FIELD VERIFY & REPLACE AS NEEDED •• •· • ·•·· • I -----j. ..,,,..--i:;--,---- !fl nl ~-(N) TM FLOW ~ ELECTROMAGNETIC --~-FLOW SENSOR II II I ~ cog IITITil I :i1 I H I -----2-tt---t ~I P05 S NOTE 1 OF THIS SHEET I [ = ;-¥\3-1:Jt;· .= .. '!= .• '-t_. PIT - -_J j._ rh~~--:-;---.-r 2::::::' .-.,.....,.....-(N) TM PUMP-2 _L LI ~-+JI • " ...• ·. .. : ..•.. ·• •• ,q .• ' . ........... "'" pog USE POWER FEEDER POWER FEEDER ... : . .•' . .· . : : " • CONDUIT/CABLE CONNECTION NOTES: P04 1. ALL CONDUIT/CABLE CONNECTION TO VAULT & BASEMENT (THREADED ADAPTORS, CABLE GLANDS, OR CONDUIT) SHALL BE WATER TIGHT AND FULLY WATER PROOF. LOCATION FROM TO (E) SAMPLE PUMPS TO REMAIN (N) REMOTE SWITCH E-STOP FOR PUMP1 & PUMP 2 SEE LINE 104 & 117 OF DETAIL 1 OF E-6 (E) MSC-DP (N) MINI POWER ZONE (N) TM PUMP & 2 (N) TM PUMP CONTROL PANEL 4#14 REMOTE SWITCH FOR EMERGENCY STOP (N) TM PUMP & 2 (N) TM PUMP CONTROL PANEL ( P05 ) 1 7.73 3#12 + 1#12 GND. POWER FEEDER ( P06 ) 1 2 6.61 3#10 POWER FEEDER 3#10 POWER FEEDER 2#10 + 1 #10 GND. POWER FEEDER ( POB ) 1 25.17 POWER FEEDER ( P09 ) 1 7.73 2#12 + 1#12 GND. POWER FEEDER ( PlO) 1 7.73 2#12 + 1#12 GND. POWER FEEDER (N) KNIFE GATE VALVE (N) SAMPLING PUMP 1 & 2 (N) SUMP PUMP, SERVICE RECEPTACLE & VAULT EXHAUST FAN (N) VAULT LIGHTING FIXTURE (N) TM PUMP CONTROL PANEL (N) SAMPLING PUMP 3 & 4 (F) SAMPLING PUMP 3 & 4 (E) PANEL "A" (N) PANEL "pz" (N) PANEL "pz" (N) LIGHT SWITCH VIA WIRE GUTTER (E) PANEL "A" (E) PANEL "B" (N) PANEL "pz" 1-.c.±:± 1 ::±::jt:±1 _ __JL__ __ __1_/t::::t:::t::1 (E) MCC-PUMP & VALVE -=..,_---+--, (E) PLC CONTROL PANEL ----.. "'-A-1,3,5 .-+---+---+-------<-_(E) 120V/240V lPH PANEL 11B" ( Pl 1 ) 5.64 2#14 + 1#14 GND. 24VDC POWER (N) TM FLOW TRANSMITTER (FIT-101) (N) TM PUMP CONTROL PANEL ----r-;::::::::ii~ ' ' "\,.t---------t----I\~ 1 L_ L,.. TO (N) CRANE, PROVIDE CABLE --'-------FESTOON SYSTEM AS REQUIRED I Irv' ( COl ) 1 14.83 (2) 2/C#l 6 TSP ANALOG SIGNAL (N) REMOTE FLOW TRANSMITTER (FIT-100) (E) PLC CONTROL PANEL "cp" PULSE SIGNAL (N) REMOTE FLOW TRANSMITTER (FIT-100) (E) PLC CONTROL PANEL "cp" -, SCALE: 3/B" = 1'-0" TYPE L A M P S VOLTS MOUNTING WATTS u.. 0...J D.. 0 w OlY T Y P E D I'-D 0 a:: Z...J ~ z ...J N I'-CX) w :::, W<C a:: 0 -N .... a:: V) D.."' " 0.. /A\ \40 / 2 20W LED LAMP • • MANUFACTURER LUMATEQ DESCRI CATALOG No. LK848-10-11 0-00 \ L( C05 C04) ---{ COB ) PT I O N REMARKS ~ -'1 1 I ,.. '" I I , POB , --{ P11 ) 2-4FT. LED TUBE LAMP, LED VAPOR TIGHT LINKTURE c::,:::r CONSULTING ENGINEERS 6260 West Third Street, Suite 437 ( CO2 ) 3.07 ( C03 ) 22.56 ( C04 ) 1 7.41 ( C05 ) 22.56 ( C06 ) 7.41 ( C07 ) 1 9.67 ( COB ) 1 14.83 ( cog ) 3.07 ( ClO) 1 9.67 SENSOR CABLE PER MFR'S. 16#14 2/C#16 TSP 16#14 2/C#16 TSP 4#12 & 1#12 GND. {2) 2/C#l 6 TSP SENSOR CABLE PER MFR'S. 4#12 & 1#12 GND. SENSOR SIGNAL INPUT/OUTPUT SIGNAL GATE VALVE POSITION SIGNAL TM PUMP INPUT/OUTPUT CONTROL GATE VALVE POSITION SIGNAL SAMPLE PUMP CONTROL 1 & 2 ANALOG SIGNAL PULSE SIGNAL SENSOR POWER AND SIGNAL SAMPLE PUMP CONTROL 3 & 4 REVIEWED: (N) METERING PANEL (N) KNIFE GATE VALVE (MOV-1) (E) EFFLUENT VALVE INDICATOR W/ (N) 4-20mA OUTPOUT (N) TM PUMP CONTROL PANEL (N) KNIFE GATE VALVE (ZT-100) SAMPLE PUMPS AT VAULT (N) TM FLOW TRANSMITTER (FIT-101) (N) TM FLOW TRANSMITTER (FIT-101) (N) TM FLOW TRANSMITTER (FIT-101) SAMPLE PUMPS AT BASEMENT (N) FLOW SENSOR (FE-100) (N) TM PUMP CONTROL PANEL (E) PLC CONTROL PANEL "CP" (E) PLC CONTROL PANEL "CP" (E) EFFLUENT VALVE INDICATOR (E) MCC-PUMP & VALVE CONTROL PANEL (E) PLC CONTROL PANEL "CP" (E) PLC CONTROL PANEL "CP" (N) TM FLOW SENSOR (FE -101) (E) MCC-PUMP & VALVE CONTROL PANEL ;,; Los Angeles, CA 90036-7611 BEN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: ER DRAWN: ER ~ Phone: 323.297.3575 Fax: 949.988.1557 ji:: email@linkture.com CHECKED· OF DATE· ~-------------------------------------------------------------------------------------N_o_. --D·A-TE--D-E_s_cR-IP_T_1o_N_o_F_R_E_v1_s1_o_Ns ____________ A_P_PR_o_VE_D ____ • _____ .5_3_20_1_7 ______________________ sH_E_E_T __ o_F __ .. PUMPS CONTROL AND WIRING DIAGRAMS 25 E-6 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 TM SUPPLY PUMP CONTROL DIAGRAM 1 - (N) KNIFE GATE VALVE CONTROL DRIVE (TYP. ROTORK IQ3) AT CONTROL BUILDING BASEMENT KNIFE GATE VALVE CONTROL DIAGRAM 2 - (E) PUMP & VAULT PANEL AT CONTROL BUILDING METERING PANEL DIAGRAM 3 - METERING VAULT PANEL ENCLOSURE (E) PUMP & VALVE PANEL AT CONTROL BUILDING CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR THE PROPER DESIGN OF THE CONTROL SCHEME AS INTENDED. RUN A LADDER LOGIC SIMULATOR TO ASCERTAIN PROPER CONTROL SCHEME OPERATION AND CORRECT AS NECESSARY. DOCUMENT AND SUBMIT SUCH SIMULATION AND NECESSARY CORRECTIONS. CONTRACTOR SHALL FIELD VERIFY & MODIFY CONTROLS AS NECESSARY FOR THE SYSTEM TO FUNCTION PROPERLY AT NO ADDITIONAL COST. N Q) ,:, C C E ~ 0 ~ I'--0 N "' LO 0 w § 0.. "' ,:, C u ·.:: t; Q) -.; I C 0 -" u 0 0 CX) <O 0 LO 0 -I ... 0 I I'--0 N ., C C C u ·.:: ~ u Q) -.; ., C ·.: I: ,:, ,:, C u FROM PANEL "A" 60A CB, 480 VAC 39! 60HZ 99 100 101 102 103 104 105 BOA CB CB3 20A CB2 5A r---_ CB1 2A )--j WA-TR 200 VA, 480-120 VAC ..----0 o------- X1 PULS POWER SUPPLY QS20 SERIES '------------=--120VAC-.~-----~ ~----+------o 24VDC ------- CR1A ---or---_6---0() IXll-------11---------+-! CB4 r---_ 1A 1----0 0--------~ MRR1 (129) HAND P2 ( 117) TO TM FLOW TRANSMITTER FIT-101 SS1 OFF EB1 AUTO EMERGENCY STOP xoo I oTo oxo I I M1-0/L AUX. (128) 106 1 -1-oox 107 108 109 110 111 I CR1 I I (110) I I I )., (133) P 1 CALL FROM PLC t------1 8 --~ f--.--9 1-----------------+-j M1-0/L AUX. 1 t------+-< 1-+-------------------------o-; (128) G LT1 ETM1 P1 A B C GND POWER SUPPLY FAIL 127 RELAY PUMP 1 RUN 128 2 PUMP 1 ELAPSE TIME METER 2 PUMP 1 CONTROL STARTER NO 127, 127, 127 129 2 A ,...... _ ____, 2 PUMP 1 REQUIRED LT2 CR1 AR1 ,...._ _ ___,2 MOTOR 1 OVERLOAD ALARM RELAY NO 135 R 1-+-----c 2 MOTOR 1 OVERLOAD )-~ 40A CB MECH. INTERLOCK NEMA-2 ~---1---, --~------ P1 (104) PB1 PUMP 1 0/L MECH. RESET + _ _J M1-0/L L--'1---+--......, NO 111 AUX. NC 104 AUX. MRR1 130 131 132 MOTOR RUN RELAY 1 NO 101, 130 15HP TM SUPPLY PUMP P1 SS1 1' _j_ 133 [B----o ~ SS2 1 ___L_ 134 §------o ~ AR1 112 113 t---------------------------u L...'._ - -_J LT3 135 [§---------j f--.----------1 114 115 116 117 118 119 120 121 122 1 MRR2 (132) SS2 OFF EB2 HAND AUTO EMERGENCY STOP XOO M2-0/L AUX. XO ~ P1 1--:1n------,------a...j...L>---"-':.:.._----r---a.+ci---=c=------:1n-----i (104) I ( 131) oTo oxo I I oox -1- I CR2 I I (123) I I I )., (134) P2 CALL FROM PLC 123 11-------<14 --~ f--.--15,t------------------- M2-0/L AUX. 124 1 ._ ___ I-+-------------------------+; (131) 125 (104) AR2 G 2 PUMP 2 RUN 136 !ill------1 f--.--------lj] ( 111 ) LT4 MRR1 137 ETM2 2 PUMP 2 ELAPSE TIME METER ~ f--.-------fil (129) P2 MRR2 138 2 PUMP 2 CONTROL STARTER ~ f--.--------§ (132) NO 130, 130, 130 CR1A 2 139 8------1 f--.-------§ (99) A ,-------, 2 PUMP 2 REQUIRED LT5 CR2 ,-....-----, 2 PUMP 2 CALL RELAY NO 120 AR2 ,-....-----, 2 MOTOR 2 OVERLOAD ALARM RELAY NO 136 SCALE: N/A R r+-----t 2 MOTOR 2 OVERLOAD ~)-~ 40A CB NEMA-2 r-11----+----lf--o P2 (117) PB2 PUMP 2 0/L MECH. RESET + _ _J M2-0/L '------IF---+-----,1--' NO 124 AUX. NC 117 AUX. MRR2 I TO PLC ANALOG INPUT L __ MOTOR RUN RELAY 2 NO 114, 131 15HP TM SUPPLY PUMP P2 TM SUPPLY PUMP 1 IN AUTO TO PLC TM SUPPLY PUMP 2 IN AUTO TO PLC TM SUPPLY PUMP 1 FAIL TO PLC TM SUPPLY PUMP 2 FAIL TO PLC TM SUPPLY PUMP 1 RUNNING TO PLC TM SUPPLY PUMP 2 RUNNING TO PLC POWER SUPPLY FAIL (N.O.H.C. -FAIL OPEN) I ~N) SAMPL:G PUMP 1 SW2 I ON OFF I ~----, X i---------u_J_Jc,----., ,.__ X t--- (N) SAMPLING PUMP 2 SW3 ON OFF I ~----------,--+-+ ,-L 120V AC FROM PANEL CKT. PZ-9 N SAMPLING PUMP 1 SAMPLING PUMP 2 ~___, ~ ,-------, ~ ~--~ ~ SAMPLING PUMP RECEPTACLE GFCI NEMA S-20R TO METERING VAULT SAMPLING PUMP 1& 2 EXISTING 120V POWER SOURCE (E) EFFLUENT VALVE SWITCH (SW4) SEE DETAIL 5 OF E-9, PROVIDE AUXILLIARY CONTACT AS REQUIRED SPRING RETURN OFF 1 -----7 CENTER POSITION OPE~CLOSE I X i-------:;,o I O oox 0>-----t---t-1 -@CLOSE 0i---i-1 ---- : o oxo 0>--~--+-1 -@STOP/MAINTAIN G)i---+-1---- 1 O>-_x_oo__.0 : @ OPEN G)r----::--- '------------1Xt---+---+---C36 COMMON-VE 0--:7_ I I ~ ~---------j '---------------------------~--+---c 27 COMMON-VE I '--------------------------------ii---~!-----\ 26 4-20mA OUTPUT I L _____ J SCALE: N/A 120V AC FROM PANEL CKT. TO PANEL A-1,2,3 PZ-11 GROUND BUS CB1 2A T-STAT1 -:Xi:l---0~1------------------------0~ CB2 560 CFM EXHAUST FAN SA T-STAT2 1 OOW '>15(1---0r---_o---------------------,-o-.,_y---- HEATER ASSY. '----~• -----~r GITT ~ ™all~ SA SWITCH LED FIXTURE '>15<:I----Or-----0---------------------<:>-=:,tQ------j SPARE SPARE SPARE CB4 1A r---_ ---C,<J-----0 n-- -7 SAMPLING PUMP 1 Ir-- I I DC POWER I SUPPLY -------.~ (Nl.fLOW METEI (ABB FEW 122...B.EMOTE TRANSMITTEJL _ 4-20 mA OUTPUT I SENSOR TERMINAL + --7 I I L __ _L I _L I 2 2 2 2 • I L __ TO CONTROL BUILDING PLC ANALOG INPUT FROM METERING VAULT FLOW METER SENSOR __ _J SCALE: N/A L Q) ~ C 126 ~----------------------------------,----.----,--------------------,----,=RE:::-V::IE::cWE=D:-:-------,------------------------'---------t J-c 0 =e :, ,:, e 126A LINKTURE c::,:::r LT6 CONTROL POWER ON CONSULTING ENGINEERS G J-+----1 2 6260 West Third Street, Suite 437 ;,; Los Angeles, CA 90036-7611 ~ 1268 LT7 Phone: 323.297.3575 Fax: 949.988.1557 BEN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: ER DRAWN: ER ji:: email@linkture.com CHECKED· OF DATE· ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED • ·5 3 2017 cL.--------------------------------------------•------------------------------•-•---•-----------------'---""'""'----'--"""'"-""_,;,""""" __________________ ...., _____ _ SHEET OF PLC I/O WIRING DIAGRAM 26 E-7 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR THE PROPER DESIGN AND UPGRADE OF PLC PROGRAM. CONTRACTOR SHALL FIELD VERIFY & UPGRADE PLC HARDWARE AS NECESSARY FOR THE SYSTEM TO FUNCTION PROPERLY AT NO ADDITIONAL COST. N Q) ,:, C C E ~ 0 ~ I'--0 N "' LO 0 w § 0.. "' ,:, C u ·.:: t; Q) -.; I C 0 -" u 0 0 CX) <O 0 LO 0 -I v 0 I I'--0 N ., C C C u ·.:: ~ u Q) -.; ., C ·.: I: ,:, ,:, C u L Q) ~ C J-c 0 =e :, ,:, e TBDI-R1S1 ----12!1J-~~ (El 20 Pt. 120VAC lERMINAL MODULE 1492-IFM20FN "">15<2:I-~~ ~3 ~~ "">15<4:I-~~ ~5}-~~ "">15<6:1-1 ~~ ~7}-1~~ 151~~ 1 --- 1. - 3 - .i. - 5 - _§_ - 7 - .!!. - SS1 8 --o :>®--0 0--ox 9 -17 18 "">15<9:i--!f ~ 11 -19 2 0 10 ~ 12 - 11 SS2 -:::.00---0 ~ ox u -21 22 12 MRf<2 ~~-oH-0-14 - -::::,.15<13]-2 ~ ~ 1..§ 25 26 14 CR1A ~~-oH-o-16 - 11 20 [ U SH 120VAC UI SN NOTES: -... -... -... ... ... ... - (E) 16 pt. 120VAC DISCRElE INPUT MODULE RACK 1 -SLOT 1 1769-IA16 ---IN-0 -IN-1 - ---IN-2 -IN-3 - ---IN-4 -IN-5 - ---IN-6 -IN-7 - -IN-8 -IN-9 - _ IN-10 -:; IN-11 - _ IN-12 -;;:; IN-13 _ IN-14 -;;:; IN-15 =AC COM (El INPUT (E) INPUT (El INPUT (E) INPUT (El INPUT (E) INPUT (El INPUT (E) INPUT (N) TM SUPPLY PUMP P1 AUTO (N) TM SUPPLY PUMP Pl RUNNING (N) TM SUPPLY PUMP P1 FAIL (N) TM SUPPLY PUMP P2 AUTO (N) TM SUPPLY PUMP P2 RUNNING (N) TM SUPPLY PUMP P2 FAIL (N) 24DC CONTROL POWER FAILURE SPARE 1. LIGHT THIN LINES DEPICTING WIRES, EQUIPMENT, DEVICES, COMPONENTS, ETC. ARE EXISTING AND ARE SHOWN FOR CLARITY. 2. FIELD VERIFY LOCATION OF NEW ANALOG INPUT CARD AND TERMINAL MODULE. (E) 16 pt_ AC lERMINAL MODULE XIM20120-16RF REUMijnLE 1769-0W16 ,-----------:=I~+--------, UPSH OUT 0 ...---1 t--0-1----f-O>---{ c1R i--- OUT 1 ....--,i---iQ1----t--<J>---t C2R ,.....__ OUT 2 ....--11----Ia1----t--<J>---tc3 ,.....__ OUT 3 ....--, t--iQi----t--<J>---t~R ,.....__ OUT 4 ....--, t---1a-1----t--<J>---tc 5 OUT 5 ...---1 t---!a-1----f-O>---{ C6R i---__. OUT 6 ...---11--0-1----t-o>---{) -- OUT 7 ~--1 t--0-11----t-o>---{ iR >---__. CR ' 9 0 I UT 9 CR ' 10 0 UT 10 I ' UT 11 o, CR ' I UT 12 o _, CR ' 13 UT 13 o_, CR ' 4 OU I T 14 CR ' 15 0 UT 15 I VACN TB1 SPARE SPARE SPARE SPARE SPARE 202 ----------i 203 P1 CALL ----------i 4 204 5 ----------i 1,_0i, ______ --i P2 CALL ~ sa: SPARE s SPARE s SPARE e SPARE e SPARE SPARE LINKTUREc::,:::r CONSULTING ENGINEERS 6260 West Third Street, Suite 437 ;,; Los Angeles, CA 90036-7611 " Phone: 323.297.3575 Fax: 949.988.1557 z (N) 8-CHANNEL TERMINAL MODULE A/8 1492-AIFM8-3 (N) 8 Pt. 24VDC ANALOG INPUT MODULE A/8 1769-IFB/A RACK X SLOT X 1762-IF8 (;r'{B-Al+n 83 " ~g 4-20mA Al-v == H~..........:1:..........--<~>--+------t-;!:si :~;~ (N) VALVE POSITION I ~ INDICATOR/TRANSMITTER ..L 87 !moo---...:.l _-o-1-----+-ISl -" IN3+ 181--.....:....---o--t-------HSl~ IN3-- 89 ~ IN4+ D I - ---" ~ IN4-- A5 -- 811 I ~ IN5+ tJJ:L -" IN5- AB ~ ~ - 813 !S: IN6+ " I 'I-I - " -""IN6-- £ ..L - 815 _ El:----i----<>--+----+lSl"-' IN7+ t , I _ 181--.....:....--o-_+-----+-ISl-c,i IN7- A9 24P~• ,--------lr-181_ IN ADDITION TO THE INPUT CARD AND INPUT REMOTE TERMINATION BOARD PROVIDE AN ALLEN-BRADLEY 1492-ACABLExTB ANALOG INPUT REMOTE TERMINATION BOARD CABLE . REVIEWED: BEN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: ER DRAWN: ER ji:: email@linkture.com CHECKED· OF DATE· ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED • ·5 3 2017 cL.--------------------------------------------•------------------------------•-•---•-----------------'---""'""'----'--"""'"-""_,;,""""" __________________ ...., _____ _ SHEET OF PROCESS & INSTRUMENTATION DIAGRAM 27 E-8 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 CONTROL BUILDING BASEMENT METERING VAULT TM TM TM TM TM SUPPLY SUPPLY SUPPLY SUPPLY CITY DISCHARGE PUMP1 PUMP1 PUMP2 PUMP2 VALVE FLOW FLOW RUNNING FAIL FAIL RUNNING POSITION INDICATOR In\ fY\ fY\ fY\ fY\ DC\ In\ \§I \§I \§I \§7 \§7 ~ \iiv I I I I I o I SCAD A o 9 o o 9 1 9 -------------~--------------------------I _____________ L _________ i----------------------------------------------------------------------~ 0 0 0 0 0 O 0 I I I I I I 0 0 0 0 0 I 0 I I I I I O I 0 0 0 0 0 I 0 I I I I I O I 0 0 0 0 0 I 0 I I I I I O I 0 0 0 0 0 I 0 I I I I I O I PLC O P1 CALL ? ? ? P2 CALL b ~O o ~ 'J_~f K;~ ~~? 00 00 o A Al I DO I DI I DI I DI ~I ' ' I - -------- ----- --:==-----___ ----; ----; ----; -------- -- --I - - -I - --i I - ----- ----- ----- ----- ----- -_,___ - ----- - - ----- ----- ----- ----- ----- ----- -----1 ~------:-----~-----t---, E~;~ -, i i i i N Q) ,:, C C E ~ ~ 0 iii I'--0 ~ ~ LO o w § 0.. ~ ,:, C u ·.:: HAND-OFF-AUTO I I I I HAND-OFF-AUTO I I I I I : (N) ™ SUPPLY PUMP L----===== L l:~~ [J;t:_-_-_J _____ J ____ : :.,k °'"G'.51'°" CONTROL PANEL I I I 1 I I I I PUMP CONTROL PANEL ~------------------1-----1---------~ 1 1 ------------------------------------------+-----i _____________ ~l ____________ •~-- 1 I I I I I I I I I I I I I I I - - FIELD I ---I I I r-rl --r----------1------------,-1---7 I I l r4sovAc : oPEN cLosE : : ~ ) ---------, : '~/ '~/ I -I / '/' I TM PUMP 2 I I I I I OPEN/ I $ ~ CLOSE SW. L __ ---, ZT ZSC § \ r480VAC 100 1 00 y ' ) I , I r-_J I I > CHEM. FEEDER ., ~-L, I r _____ _J I @ ----------------------------------: --------"~"'~ ~------{~I '"'"'° ZMQr,'"-~~ ~ L _____________ J EFFLUENT FLOW - - SAMPLING SAMPLING PUMP2 PUMP1 ON-OFF ON-OFF ~ ~ I I I I I I - - - - I - - I - - - - - -I . ---------------------- ~ y I I I I I I ® I I I I o I I I I i ---~:----i----7 I I I I I I TO CITY t; Q) -.; I C 0 ~ C u >-----r-1 -----------......... ------1) (----1:ry11-I --II-rt-I ---.... ,---r' -----11@):1----..----....----;-----1 --------1 I I ~= I I I L ---------------------------·::I/~--- ----- -J I 1--+:v►~ ~t-:~A-"~-';-:A-::-.----1-; 1 ---------.... ➔.,' __ wA_J_ER_SA_M_P_LIN_G _ _, .!l' -" u 0 0 CX) <O 0 LO 0 -I ... 0 I I'--0 N ,;;; C C C. -- L _____ \ / 120VAC I ' I I :-) ,-!SAMPLING I -..._,/ PUMP 2 L ___________ _J INFLUENT FLOW -------------------------------------1' T 111---------------------------------------------<: ,t---'--11 C 0 ~ C u .!l' ~ .l'l C -tl ~ Q) ~ C TO OTHER SYSTEM -6 CONSULTING ENGINEERS 0 REVIEWED: f LINKTURE'--'-1r "'✓/~r ~ ~L, } 6260 West Third Street, Suite 437 BEN DAVIS, RCE 82033 " Los Angeles, CA 90036-7611 * * ASSOCIATE CIVIL ENGINEER ~ Phone: 323.297.3575 Fax: 949.988.1557 DESIGNED: ER DRAWN: ER INFLUENT FLOW i ________________________________________________ e_m_a_i_1®_1i_n_k_t_u_r_e_._c_0 _m ______________________ No_. __ D_AT-E--D-Es_c_R1P_T_1o_N_o_F_R_Ev_1s_1o_Ns ___________ A_P-PR_o_VE_D.c_H_Ec_K_rn_:_o_F_D_A_TE_:s .. J:3_,1_:20_1_7 ____________________ sH-EE_T ___ oF __ PANEL LAYOUT PLAN 28 E-9 FLOW METERING VAULT AND TREATMENT IMPROVEMENTS C-6104 W-5378-S 28 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR OPTY N . FERNA N D E Z REGISTERED P R O F ESSIONAL E N G I NEER ELECTR I C A LS TATE OF CA L I F O R NIA No. E-012496 EXP. 9/30/17 METERING PANEL LAYOUT 1 - TM SUPPLY PUMP PANEL LAYOUT 2 - METERING PANEL ELEVATION PLAN 3 - LEGEND PLATES TM SUPPLY PUMP FRONT PANEL LAYOUT 4 - TM SUPPLY PUMP PANEL LOCATION 5 - METERING PANEL LAYOUT NOTES: ~ (N) FLOW METER (ULTRA MAG UM06) REMOTE TRANSMITTER PER l.'..j MECHANICAL PLANS AND SPECIFICATIONS. TM SUPPLY PUMP PANEL LAYOUT NOTES: ~ (N) MAIN CIRCUIT BREAKER 60A-480V-3PH (TYP. SQUARE D). •o ~1•-.-□---------36.00"---------.-□--·1 -------- iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii : 1111@ II I 11111 Ell Ell @ 42.00" II : 11111 II 9 ,___________,I I I I 1 11111@ II .-------------1 Ell Ell !Ell !Ell 111 II Ill I Ill I 0 0 (N) GFCI RECEPTACLE WITH WEATHERPROOF COVER WHILE IN USE, PROVIDE EACH DUPLEX-OUTLET BOX-AND FACEPLATE (LEVITON). PROVIDE DIN RAIL, DIN END STOP (CUTLER HAMMER XBAES35C), TERMINAL END COVER (CUTLER HAMMER XBUUT1 0), TERMINAL BLOCK (CUTLER HAMMER XBUT4), FUSE (CUTLER HAMMER XBUT6FBNL250), THERMOSTAT (HOFFMAN ATEMNO). TOTAL REQUIRED AS SHOWN IN DIAGRAM, PROVIDE NECESSARY PARTS TO COMPLETE INSTALLATION. (N) 100W PANEL HEATER WITH THERMOSTAT (HOFFMAN DAH10001A). (N) 560 CFM EXHAUST FAN (HOFFMAN A 10AXFN). (N) STAINLESS STEEL S3166 FAN SHROUD (HOFFMAN T1 OS3RSS). (N) ENCLOSURE LED LIGHTING FIXTURE WITH DOOR SWITCH (HOFFMAN). (N) METERING PANEL (SINGLE-DOOR PAD LOCKING HANDLE, WITH BACK PANEL, & MIN. OF 42"H X 36"W X 12"0 NEMA 4X STAINLESS STEEL 316 HOFFMAN ENCLOSURE). PROVIDE WINDOW PANEL VIEWING FOR METER READING. PROVIDE WIRE DUCT (SIZE AS REQUIRED). ~ (N) MOTOR BRANCH BREAKER 40A-480V-3PH (TYP. SQUARE D). ~ (N) NEMA-2 MOTOR STARTER (2) WITH MECHANICAL INTERLOCK (EATON ~ FREEDOM SERIES). ~ PROVIDE DIN RAIL, DIN END STOP (WAGO), TERMINAL END COVER (WAGO), TERMINAL BLOCK (WAGO), CIRCUIT BREAKER (SQUARE D), RELAY & SOCKET (SQUARE D ZELIO), CONTROL TRANSFORMER. TOTAL REQUIRED AS SHOWN IN DIAGRAM, PROVIDE ALL NECESSARY PARTS (PER OWNER SPECIFICATION) TO COMPLETE INSTALLATION. (N) DISCONNECT PANEL (SINGLE-DOOR-CLAMP SECURED, WITH BACK PANEL, & MIN. OF 30"H X 25.38''W X 8"D NEMA 4 HOFFMAN ENCLOSURE). PROVIDE MECHANICAL DISCONNECT ASSY. FOR MAIN BREAKER. i-------25.38"--------i •o •o --------(E) EFFLUENT VALVE-, INDICATOR (SCALED TO % OPEN), SEE 2 OF E-6 NP1 I I 111 0 dll~ Ill O II------TM SUPPLY PUMP CONTROL PANEL I TO BE MOUNTED ON (E) MCC FRONT PANEL SURFACE II II I 1---------(E) MCC-PUMP & VALVE CONTROL PANEL : 11111 II : 11111 II I I Ill I Ill I II I I (N) GROUND BUS (SQUARE D PK7GTA). (N) MINI POWER DISTRIBUTION BLOCK (2) 3-POLE, 600VAC-20A (SQUARE D). ~BB N Q) ,:, C I Ill Ill 0 0 0 0 0 0 0 0 Ill I lil!IHIII Ill I 5 1----ffi\\ Ill 1 1 lilll II O , v--<J Lo "l!!!':@~o 1111 I cw @ '------i,22,J L!_ -- --- - - -_-_-_ @ I 0 SCALE: (INlERIOR FRONT v1EW) TYPICAL SAMPLE PUMP (1-4) RECEPTACLES (INSIDE VAULT AS SHOWN) El------------------------------------------------------------, ~ 0 ~ I'--0 N "' LO 0 w § 0.. "' ,:, " u ·.:: t; Q) -.; I C 0 :a u 0 0 CX) <O 0 LO 0 -I ... 0 I I'- ., C " ., C ·.: I: ,:, ,:, " u C 0 :a u .l'l C 72.00" 4B.00' 1-----------96.00'--------------, I------! 32 I-L------------------------'--1 - - - - - --~"""",~~"""",~~""'ll:ii::;n-- - - --<="=-=-a--=-=-a-=i--l;rr: ==== • 9 i---~ • · .. • I NPB I • ==== • • I NP9 I ,__.,___ _ __, 35 1---------{ 31 ,,,----{36 ---137 .• ,· • . .. . ... . . . "' .. ·· ... ..• '• SCALE: (INTERIOR FRONT v1EW) METERING PANEL ELEVATION NOTES: 0 G ~ @] G ~ G ~ G (N) METERING PANEL (SINGLE-DOOR PAD LOCKING HANDLE, WITH BACK PANEL, & MIN. OF 42"H X 36"W X 12"0 NEMA 4X STAINLESS STEEL 316 HOFFMAN ENCLOSURE). PROVIDE WINDOW PANEL VIEWING FOR METER READING. (N) 1/4" GALVANIZED STEEL PLATE WITH ROUND EDGES WELD TO FRAME, DIMENSIONS AS REQUIRED TO MOUNT PANEL SHOWN (N) 2.5" SQ. X 0.12" GALVANIZED STEEL TUBING OR APPROVED EQUAL, TOUCH UP AFTER INSTALLATION (LENGTH AS REQ'D). PROVIDE END-CAP EACH POST. (N) WEATHERPROOF GFCI SERVICE RECEPTACLE, PROVIDE DOUBLE DUPLEX-OUTLET BOX-AND FACEPLATE (LEVITON). (N) WEATHERPROOF TOGGLE SWITCH (2) 20A FOR VAULT LIGHTING & AIR SUPPLY /BLOWER FAN. (N) MINI POWERZONE 15KVA-120/240V-1PH (SQUARED MPZ15S40F). STEEL WIREWAY NEMA 4X, SIZE AS REQUIRED TO MOUNT COUNDUITS SHOWN. (N) 18" DIA. X 36" DEEP -2500 PSI CONCRETE POST FOUNDATION . TOP SURFACE SHALL BE SLIGHTLY DOME SHAPE. (N) PROVIDE CONDUITS & WIRINGS (SIZE AS REQUIRED) TO COMPLETE INSTALLATION PER PLAN. •o MECH. INTERLOCK ---- SCALE: (INTERIOR FRONT VIEW) I (TYP.) fis1--__~ "--LJ ~ NP1 r! -NP_2,! r! '""NP=3,! 8 LT1 /\GJ, (TYP.) ~ ~ (TYP.) ~ ~ ~ ~ •o ROTORK GATE VALVE --1--------11----- CONTROL, SEE 2 OF E-6 ,jlll O I yll10 I I Ill O I ii I iii I ..---0/L RESET BUTTON ALLIGNED TO FRONT PANEL MECHANICAL BUTTON PUSH ROD (TYP.) 0--1 :ii 1 @ SCALE: TM SUPPLY PUMP FRONT PANEL LAYOUT NOTES: ~ (N) DELUXE AC HOUR METER PN 20017. ~ (N) 3-POS. SELECTOR SWITCH (EATON EM22 SERIES). ~ 120VAC WHITE PILOT LIGHT (EATON EM22 SERIES). ~ 120VAC RED PTT PILOT LIGHT (EATON EM22 SERIES). ~ 120VAC GREEN PTT PILOT LIGHT (EATON EM22 SERIES). G MECHANICAL BUTTON OPERATED BY PUSH ROD (EATON). ~ MUSHROOM BUTTON MAINTAINED PUSH/PULL (EATON). ol ol~-----tntt------j------j I' I' ,------NAMEPLATE (TYP.), SEE NP4-NP7, LEGEND PLATES SCHEDULE BELOW ~ [filJ '---SAMPLING PUMPS (TYP. FOR 1 & 2 AND 3&4) ON-OFF TOGGLE MANUAL MOTOR SWITCH, SEE 3 OF E-6 REF. NAME PLATES LETTER SIZE LT1 PUMP 1 RUNNING 1 /8" ON BEZEL TYPE PLATES LT2 PUMP 1 REQUIRED 1 /8" ON BEZEL TYPE PLATES LT3 PUMP 1 FAIL 1 /8" ON BEZEL TYPE PLATES LT4 PUMP 2 RUNNING 1 /8" ON BEZEL TYPE PLATES LT5 PUMP 2 REQUIRED 1 /8" ON BEZEL TYPE PLATES LT6 PUMP 2 FAIL 1 /8" ON BEZEL TYPE PLATES SS1, SS2 HAND-OFF-AUTO 1 /8" ON BEZEL TYPE PLATES EB1, EB2 EMERGENCY STOP 1 /8" ON BEZEL TYPE PLATES PB1, PB2 OVERLOAD RESET 1 /8" ON BEZEL TYPE PLATES NP1 TM SUPPLY PUMP PANEL 1/4" ON 1/16" THICK PLATES NP2 PUMP 1 3/16" ON 1/16" THICK PLATES NP3 PUMP 2 3/16" ON 1/16" THICK PLATES NP4 SAMPLING PUMP 1 3/16" ON 1/16" THICK PLATES NP5 SAMPLING PUMP 2 3/16" ON 1/16" THICK PLATES NP6 SAMPLING PUMP 3 3/16" ON 1/16" THICK PLATES NP7 SAMPLING PUMP 4 3/16" ON 1/16" THICK PLATES NP8 METERING VAULT PANEL 1/4" ON 1/16" THICK PLATES NP9 PANEL PZ 1/4" ON 1/16" THICK PLATES ~.,L----------------------------------------------r--------------...l--_-_-_-_-------::;~::--:::-T-T ___ T _________ ..:::::==::::. ____ T __ "iiiEViEWEf:------T--------------------.L_ ___ I _: ~ REVIEWED: ¾ LINKTURE c::,:::r SCALE: 'fl CONSULTING ENGINEERS :, ,:, e 6260 West Third Street, Suite 437 ;,; Los Angeles, CA 90036-7611 BEN DAVIS, RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: ER DRAWN: ER " Phone: 323.297.3575 Fax: 949.988.1557 I L ____________________________________________ l_ __ e:m:=a::i:l®:.,:;li::n::k:t~u::r;_e~ • .:,c.:,o.:.m::_ _____________ ..::;;::::, ___ J..;;.;No;;;,. J..~□:,:AT,:,:;E_.J.:;□;;;Es::;c:,::RIP~T,;;;10;;,;,N.,;;o:;.F,;;R;;,;Ev;;,;1s;;,;;10;;;,Ns;;_ _________ L,;,A,;;.P;.;PR,;;;o.;.;v1E;;;,DJ.c_H_Ec_K_ED_,_0_F..1.,D_A_TE.;;:5.,;3~20~1.:.1,,.7 __________________ ....,_sH-EE_T ___ oF __ Approved: COVER OVERLAPS OPENING 1.25" ALL AROUND COVER SCREWS ALL AROUND APPROX 6" CENTERS OPENING 78" HIGH X 12" WIDE 4.75" SIDE VIEW NOTES: 1.ENCLOSURE TO BE FINISHED AND ANSI 49 GRAY 2.ENCLOSURE IS NEMA TYPE 1 3.BACKPANS TO BE FINISHED IN WHITE BACKPAN IN EACH COMPARTMENT DOOR 34.00" 90.00" 16.00" 10.00· 10.00· 4.00" HINGE SIDE ALL ENCLOSURES FULL BACKPAN IN EACH ENCLOSURE 4.00" 4.00" 4.00" 4.00" SECTION 1 r-J 8Jr,O" I-• □ D 15.00" ,~ ~ I SECTION 2 SECTION 4 FRONT VIEW 0 0 LATCHES ON EACH ENCLOSURE DOOR METER HOLES 3,62 WIDE X 1.77 HIGH QUANTITY 3 10.50" PILOT DEVICE ARRANGEMENT (L1) (PB1) (PB2) 0 INTERNAL COMPONENTS LAYOUR OF LOWER COMPARTMENT HJL36015 SWITCH OPENINGS .50 WIDE X 1" TALL QTY 4 TERMINAL BLOCKS 15AMP BREAKER BREAKER DISCONNECT HANDLE 3" FLANGE ALL AROUND FOR MOUNTING DRAWN BY CHECKED BY APPROVED BY FJS GPB FILE: HYDROTECH BIG CANYON BR/TH/NEE ELECTRIC 680 S. RANCHO AVf.. COLTON, CA 92324 (909) 825-7971 NEMA SIZE 0 STARTER WITH MICROLOGIC OVERLOAD NOTE: DRAWING USED FOR SUBMITTAL PURPOSES ONLY. NOT FOR CONSTRUCTION. lHIS DRAWING & lHE DATA lHEREIN IS lHE PROPER"IY OF "BBIJHINEE ELECTRIC" AND SHALL NOT BE USED BY OlHERS FOR PROCUREMENT OR MANUFACTURE WITHOUT WRITTEN PERMISSION AND SHALL BE RETURNED UPON REQUEST EXTERNAL VIEWS AND LAYOUT OF INTERNAL COMPONENTS NEMA 1 ENCLOSURE HYDROTECH BIG CANYON RESERVOIR S.O.: 95179 DATE: 3 12 2013 W.O.: 2195 Q2C: N/A A SIZE SHEET 1 OF 1 REV. 2 3 4 5 FROM 480VAC 3(1) 60HZ SOURCE 15A 3P HJL36015 ~ -------o I a------------------------------------~ ~ ----~0--------------------------------, -------0 120VAC FROM H?T------EXTERNAL SOURCE------NEUTRAL I I I I I I 2 PLC CALL ---------~ ~--7 I I I I I (PB2) STOP (PB1) I START I _J_ MS LOW PRESSURE SWITCH 7 -r-8 REMOTE E-STOP MS _J.o__ JUMPER REMOVE JUMPER TO CONNECT E-STOP LOW PRESSURE FAIL (L1) MOTOR STARTER 29, 33, ~ I I I I I 0\1/ p PUMP MOTOR 7FLA (ALTERNATE PUMP MOTOR 3HP 4.8FLA) MS OL DRAWN BY FJS CHECKED BY GPB APPROVED BY FILE: HYDROTECH BIG CANYON BR/TH/NEE ELECTRIC 680 S. RANCHO AVE. COLTON, CA 92324 (909) 825-7971 NOTE: DRAWING USED FOR SUBMITTAL PURPOSES ONLY. NOT FOR CONSTRUCTION. THIS DRAWING & THE DATA THEREIN IS THE PROPERlY OF "BRITHINEE ELECJBIC" AND SHAU. NOT BE USEO BY OTHERS FOR PROCUREMENT OR MANUFACTURE WITHOUT WRITTEN PERMISSION AND SHAU. BE RETURNED UPON REQUEST THREE LINE AND CONTROL DRAWINGS, 5HP SQ D FVNR STARTER 48OVAC HYDROTECH BIG CANYON RESERVOIR S.O.: 95179 DATE: 3 19 2018 W.O.: 2195 Q2C: N/A B SIZE SHEETOO OF 1 REV. Page 1 of 1 Approved By:____________________3/27/2018 Bill of Materials Rev: A Project Name:SO#:95179 Drawing Name:WO#:2195 No.Qty Label Part No.Description Manufacturer Provided By Comments Custom Control Panel Assembly 1 1 ENCL 90H X 32 W X 38" D NEMA 1 CUSTOM ENCLOSURE PACIFIC ELECTRIC BE 2 1 CB1 HJL36015 15 AMP BREAKER PACIFIC ELECTRIC BE 3 1 CB1 9421LJ3 3" HANDLE WITH LONG SHAFT AND MECHANISM SQ-D BE 4 1 FU1 FNM-4 4 AMP FUSE, CONTROL POWER BUSSMANN BE 5 1 FU1 1SNA400733R0400 DL16/17 FUSE HOLDER WITH INDCATOR 120-600vac ENTRELEC BE 6 1 MS/OL 8536SBO2V02H20S NEMA SIZE 0 STARTER 18 AMP 120V COIL SQ D BE 7 1 L4 800T-PTN16 120VAC PTT TRANSFORMER PILOT LIGHT A/B BE 8 1 L4 800T-N40 RED LENS CAP PTT A/B BE 9 1 L4 9001 KN199WP "LOW PRESSURE FAIL" LEGEND PLATE BE BE 10 1 PB1 800T-A6 RED PUSH BUTTON SQ D BE 11 1 PB1 800T-XD1 1 N.O. AUX. CONTACT BLOCK SQ D BE 12 1 PB1 9001 KN199WP "START" LEGEND PLATE BE BE 13 1 PB2 800T-A1 GREEN PUSH BUTTON SQ D BE 14 1 PB2 800T-XD2 1 N.C. AUX. CONTACT BLOCK SQ D BE 15 1 PB2 9001 KN199WP "STOP" LEGEND PLATE BE BE 16 2 TB1 P/N 010505120 M4/6 WHITE 30A 600V TERMINAL BLOCK ENTRELEC BE 17 5 TB1 P/N 010503215 M4/6 RED 30A 600V TERMINAL BLOCK ENTRELEC BE 18 3 TB1 P/N 011836816 FEM6 GREY END SECTION ENTRELEC BE 19 2 TB1 P/N 039990302 BADL END STOP GREY SCREWLESS ENTRELEC BE 20 6"TB P/N 017322005 TS35/F6 Prepunched Zinc Bichromate Plated Steel Rail ENTRELEC BE Pacific Hydrotech Big Canyon Reservoir Hydrotech Big Canyon Systems, Inc. TM SUPPLY PUMP CONTROL PANEL SUBMITTAL REV.1 2 A B C D E F G H K 3 OWNER & PROJECT NAME: CUSTOMER: 4 DESCRIPTION & REVISION LEVEL: TR IMAX PROJECT NUMBER: 5 BIG 6 7 8 9 10 CANYON RESERVOIR METERING VAULT & TREATMENT IMPROVEMENTS HYDROTECH ELECTRIC P-2565 11 12 13 14 REV BY APR\/D DATE TT JW 05-30-18 TT JW 05-14-18 A TT .NI 10-12-17 DESCRIPTlON AS TESTED AS BUILT FOR APPROVAL TRIMAX SYSTEMS INC. 565 EXPLORER STREET. BREA, CA 92821 -USA TEL (714) 255-8590 FAX (714) 255-1922 CONTRACT NO. 2565 BOM NO. N/A CUSTOMER: HYDROTECH ELECTRIC PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS DRAWING TM SUPPLY PUMP CONTROL PANEL DESCRIPTION: TITLE PAGE SHEET OF 01 10 SECTION A2 DWG 2565-A2-01 REV 1 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I A SHT DESCRIPTION i 1 TM SUPPLY PUMP CONTROL PANEL TITLE PAGE -TM SUPPLY PUMP CONTROL PANEL SECT. A2 2 TABLE OF CONTENTS SECTION DESCRIPTION L 3 TM SUPPLY PUMP CONTROL PANEL SECT. A TITLE PAGE/TABLE OF CONTENTS/SYMBOL LEGEND SYMBOL LEGEND SECT. B NOT USED SECT. C NOT USED B SECT. D POWER DISTRIBUTION SECT. E NOT USED SECT. F NOT USED i 4 TM SUPPi Y PUMP CONTROL PANCI SECT. G NOT USED SECT. D2 POWER DISTRIBUTION-1 SECT. H NOT USED -L_ 5 TM SUPPi Y PUMP CONTROL PANEL SECT. I NOT USED POWER DISTRIBUTION-2 SECT. J ENCLOSURE DETAIL SECT. K NOT USED SECT. L NOT USED SECT. M NOT USED C SECT. N NOT USED I TM SUPPLY PUMP CONTROL PANEL SECT. 0 NOT USED 6 ENCLOSURE ELEVATION SECT. p NOT USED TM SUPPLY PUMP CONTROL PANEL SECT. Q NOT USED 7 SECT. J2 BACK PANEL LAYOUT SECT. R NOT USED L TM SUPPLY PUMP CONTROL PANEL SECT. s NOT USED -8 BACK PANEL LAYOUT DETAIL v1EW 1 SECT. T NOT USED TM SUPPLY PUMP CONTROL PANEL SECT. u UL NAMEPLATE 9 BILL OF MA TERI AL SECT. V NOT USED SECT. W NOT USED SECT. X NOT USED D SECT. Y NOT USED --SECT. Z NOT USED TM SUPPLY PUMP CONTROL PANEL SECT. U2 10 NAMEPLATE SCHEDULE ~- - E - F - G - H - REV BY APR\/D DATE DESCRIPTlON --- --I 1 TT JW 05-30-18 AS TESTED 0 TT JW 05-14-18 AS BUILT • TT "' 10-12-17 FOR APPROVAL TRIMAX SYSTEMS INC. -rFf~ 565 EXPLORER STREET, BREA, CA 92821 -USA TEL (714) 255-8590 FAX (714) 255-1922 THIS DRAWING AND ITS CONTENTS ARE THE DATE 10-12-17 J PROPERTY OF TRIMAX SYSTEMS, INC. AND IS SCALE NONE SUBJECT TO RETURN ON DEMAND. THIS DOCUMENT SHALL NOT BE 1,tA,DE PUBLIC, DRAWN BY TT COPIED. OR REPRODUCED IN FULL OR IN PART CHECKED BY JW WITHOUT THE EXPRESSED WRITTEN CONSENT OF TRIMAX SYSTEMS, INC. PROJECT MGR. SH CONTRACT NO. 2565 BOM NO. N/A -CUSTOMER: HYDROTECH ELECTRIC PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS K DRAWING TM SUPPLY PUMP CONTROL PANEL DESCRIPTION: TABLE OF CONTENTS SHEET OF !SECTION DWG l~EV 02 10 A2 2565-A2-02 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I PROCESS DEVICES PROCESS SWITCHES HAND SWITCHES ABBREVIATIONS A CRXXXX OI IO NO LSXXXX PUSH BUTTONS PBXXXX ACK ACKNOWLEDGE LIMIT _L_ SWITCHES """"° NO 0 0 NO CAT5 CATEGORY 5 CABLING -CR CONTROL RELAY DCS DISTRIBUTIVE CONTROL SYSTEM CRXXXX HMI HUMAN MACHINE INTERFACE dN0 NC LSXXXX PBXXXX HOA HAND-OFF-AUTO -NOHC a...1...o NC ISA INSTRUMENT SOCIETY OF AMERICA B l&C INSTRUMENTATION AND CONTROL CRXXXX 1/0 INPUT /OUTPUT oQo CONTROL RELAY LSXXXX MUSHROOM HEAD PBXXXX LCP LOCAL CONTROL PANEL --=--MCC MOTOR CONTROL CENTER = NC PUSH BUTTONS 0 0 NO -NO NORMALLY OPEN NOHC NORMALLY OPEN HELD CLOSED NC NORMALLY CLOSED MXXXX LSXXXX PBXXXX NCHO NORMALLY CLOSED HELD OPEN oQo MOTOR STARTER/CONTACTOR ¾.!! NCHO a..'.l:.D NC P&ID PROCESS & INSTRUMENT DIAGRAM C PLC PROGRAMMABLE LOGIC CONTROLLER RIO REMOTE 1/0 SOLXXXX P~X TCP/IP TRANSFER CONTROL PROTOCOL/ TIMER TDXXXX NO TIME CLOSING INTERNET PROTOCOL + SOLENOID CONTACTS ~o ON -DELAY o I o DOUBLE CIRCUIT UPS UNINTERUPTIBLE POWER SUPPLY - 1 -NO AND 1-NC VFD VARIABLE FREQUENCY DRIVE a...1...o TDXXXX TDXXXX NC TIME OPENING D oQo TIMER RELAY 0--X-0 ON -DELAY ssxxxx SELECTOR l°ox SWITCHES 2 POSITION L"(_XX?X PILOT LIGHT TDXXXX NO TIME CLOSING SELECTOR SWITCH -~' PUSH TO TEST "--.---0 OFF -DELAY a...1...o ssxxxx LTXXXX TDXXXX NC TIME OPENING l°oox E '® PILOT LIGHT OT" OFF -DELAY 3 POSITION / ' A -AMBER SELECTOR SWITCH B -BLUE a....!....o C -CLEAR PSXXXX -G -GREEN PRESSURE/VACUUM ~ NO R -RED SWITCHES W -WHITE WIRING SYMBOLS Y -YELLOW F PSXXXX ESCRXXXX EMERGENCY STOP o-r NC oQo CONTROL RELAY -------------------FIELD ENCLOSURE -TEMPERATURE TASXXXX SOLXXXX SWITCHES ~ NO + SOLENOID ----------------------FIELD WIRING G TASXXXX POWER SYMBOLS o--;r, NC PANEL WIRING - FLOW FSXXXX CB.22'._XX SWITCHES °'1;;-? NO 0 0 CIRCUIT BREAKER xxxx □ TERMINAL BLOCKS IN LOCAL CONTROL PANEL H FSXXXX FUXX 0----,:0 NC ------c:J-FUSE xxxx -I.ii TERMINAL BLOCKS AT FIELD DEVICES FLOAT FLTXXXX OLXXXX SWITCHES °c,--? NO REV BY APRVD DATE DESCRIPTION o--rxro OVERLOAD xxxx -- - --I ■ TERMINAL BLOCKS IN PLC PANEL 1 TT JW 05-30-18 AS TESTED 0 TT JW 05-14-18 AS BUILT DSXXXX FLTXXXX A TT JW 10-12-17 FOR APPROVAL "a" NC ~ FUSED DISCONNECT SWITCH TRIMAX SYSTEMS INC. xxxx V3Fv~ 565 EXPLORER STREET, -0 GENERAL PURPOSE TERMINAL BLOCK BREA, CA 92821 -USA TEL (714) 255-8590 FAX {714) 255-1922 H1~H4 THIS DRAWING AND ITS CONTENTS ARE THE DATE 10-12-17 xxxx PROPERTY OF lRIMAX SYSTEMS, INC. AND IS SCALE NONE J SUBJECT TO RETURN ON DEMAND. THIS CONTROL POWER TRANSFORMER 0 UNSPECIFIED TERMINAL BLOCK DOCUMENT SHALL NOT BE MADE PUBLIC, DRAWi\! BY TT --XFXXXX COPIED, OR REPRODUCED IN FULL CR IN PART CHECKED BY JW WITHOUT THE EXPRESSED VtRITTEN CONSENT ~ OF lRIIJAX SYSTEMS, INC. PROJECT MGR. SH X1 X2 CONTRACT NO. 2565 BOM NO. N/A -CUSTOMER: HYDRO TECH ELECTRIC -EARTH GROUND @ MOTXXXX = MOTOR PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS K DRAWING TM SUPPLY PUMP CONTROL PANEL rn CHASSIS GROUND DESCRIPTION: SYMBOL LEGEND SHEET OF !SECTION DWG l~EV 03 10 A2 2565-A2-03 A B C D E F G H K 2 ,,. L1 MC~1 -----o I I I FROM PANEL "A" L2 ,...-L...., 60A, 480VAC, < -----01 3cj,, 60Hz I I L3 --'------0 60A 3 4 5 PDB1 L1A ex L1 B 175A L2A ()( L2B L3A ex L3B L1B L3B CB1 { --------{ 2A L1A-1 L3A-1 TX1 H1 H4 TRANSFORMER H3 H2 750VA AC-1 ~ AC ~ 6A : = 750VA: 48N0/120VAC ~1-~2_±_J LA-"C'--------1 ____ ___,[J ~ ,,;;N N PS1 Le'..._ _____ _ 120VAC 20A 24VDC r+lr+l R-=- ~----=-□c-=----_I l l'------=--2 __ 6 7 8 9 10 11 L1B M_5..f'.'.1 L1C I I I L2B __,__ L2C I I I L3B __,__ L3C 40A MS1 OL1 T1 o---=-----~L~1 f--o-lX.ro-T1------------------~, o----=--,L;a12 II ~2---------_T~ --------~ !~~}~71~TOR / I 15 HP T3 / I L3 f--o-lX.ro-T3 __________________ _/ : D2-01-16 I GND I MECHANICAL INTERLOCK r------" L1B M-2'._2 L 1D I I I L2B ~o L2D I I L3B __,__ L3D 40A MS2 OL1 T4 o-----=-:.::'---~L~1 f--o-lX.ro-T1------------------~, ~--==---~~1 II~----------_T~--------~ i~Miu~LY ~I TI ~~~~~ITTOO / I 15 HP T6 / I o---=-----.L=3 f--o-lX.ro-T3 ------------------J : ~~~ I GND I r------" 1 ~ DC-1 DC-1 DIOPE ~ 20A 1c cR1A I POWER SUPPLY FAIL RELAY NO D2-02-E10 TBDC '.]1 TBDC 1 ~S2 '.]1 TBDC Ir [TI 24VDC D2-02-A1 TIIDC TBDC A1 A2 4 iw HAN□_, A~¾Jn I I .,-+-;,oox I I MV 5 ,------o I ~ TIIDC I I 8 [----;,oox 9 5 6 □ TBDC 7 □ TBDC EMERGENCY STOP E~1 6 TM SUPPLY PUMP 1 IN AUTO TO PLC ETM1 3 LT2 ' / 1 --1.....-o/ G ' MS1 2 2 2 ~TBDC 2 TBDC 2 TBDC 2 lt-----11 A2 TBDC CR1 ,LT3/ 2 2 10 '-1-4-+----------------------1-~1-<....,/ A ~,-------<T 'soc D2-02-A5 IT] OVDC D2-02-A6 NC TO TM FLOW TRANSMITTER FIT-101 CONTROL POWER ON PUMP 1 ELAPSE TIME METER PUMP 1 RUN PUMP 1 CONTROL STARTER ~8 8~=81=t~,D2-01 -88,D2-01-B8,D2-01-G2,D2-02-C10 PUMP 1 REQUIRED 12 13 14 NOTE: - NOTES PANEL WIRE COLORS SHALL BE USED AS FOLLOWS: 480 VOLTS: BROWN ORANGE YELLOW 120 VOLTS: RED WHITE GREEN Phase A Phase B Phase C 120VAC Control 120VAC Neutral Ground 24VDC VOL TS: BLUE BLUE/WHITE YELLOW +24VDC DC Common/24VDC Return Foreign voltage All internal wiring shall be stranded, MTW, 600V insulation and rated not less than 90dec celsius Power distribution wiring on the line side of Fuses and Circuit Breakers shall be #14 AWG Control wiring and wiring on the secondary side of fuses or circuit breakers shall be #16 AWG Signal wiring shall be #16 AWG Wiring duct may not be filled more than 40% full REV BY APR\/D DATE DESCRIPTlON 1 TT JW 05-30-18 AS TESTED 0 TT JW 05-14-18 AS BUILT A TT JW 10-12-17 FOR APPROVAL CONTRACT NO. 2565 CUSTOMER: PROJECT DESCRIPTION: DRAWING DESCRIPTION: SHEET OF 04 10 BOM NO. N/A HYDROTECH ELECTRIC TRIMAX SYSTEMS INC. 565 EXPLORER STREET, BREA, CA 92821 -USA TEL (714) 255-8590 FAX (714) 255-1922 BIG CANYON RESERVOIR METERING VAULT & TREATMENT IMPROVEMENTS TM SUPPLY PUMP CONTROL PANEL POWER DISTRIBUTION-1 !SECTION DWG IR1 EV D2 2565-02-01 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I D2-01-K1 D2-01-K6 24VDC OVDC A [TI • c:;p 1 2 MS1 CALL FROM PLC CR1 AR1 1 1 8 9 11 2 72 PUMP 1 23 16 ---7 f------~ CALL RELAY Fl14 □ TBDC TBDC TBDC A1 A2 TBDC TBDC TM SUPPLY NOD2-01-J2 02-B5 PUMP 1 NC 17 FAIL TO PLC AR1 24 1 1 OL1 12 2 2 MOTOR 1 TBDC B OVERLOAD ALARM RELAY TBDC 5{-01~1~ A1 A2 TBDC NOD2-02-A10 NC 1 12 ,LT4/ 2 2 FARl274 25 18 -)TBDC 1 ~ / R MOTOR 1 OVERLOAD □ ' TBDC 02-G5 TBDC TM SUPPLY PUMP 2 ETM2 26 19 FAIL TO PLC )1 13 2 2 PUMP 2 ELAPSE TBDC C + TBDC TBDC TIME METER 1 MS2 LT5 2 MS1 20 13 ' / 2 27 - TBDC d2':'..02~0$ 1~/ G PUMP 2 RUN Fll24 □ ' TBDC 01-16 TBDC TM SUPPLY PUMP 1 28 21 RUNNING TO PLC D 1 )TBDC TBDC HAND~fA~Wn EMERGENCY STOP MS2 1 MS1 14 15 E~2 16 QL2 17 2 2 PUMP 2 MS2 29 22 -CONTROL STARTER Fl24 □ TBDC D1-01~16 I ill-02::E5 A1 A2 TBDC ~8 8~=~1 =g8,D2-01-D8,D2-01 -D8,D2-02-C1 ,D2-02-D1 O 02-D5 TBDC TM SUPPLY I PUMP 2 of-;,oox 30 23 RUNNING TO PLC E I 15 i TBDC ----'---oox .-------o I TBDC I TBDC I 12 [----'---;,QQX 18 □ rCRC1~4 31 24 -TBDC TM SUPPLY □ 13 PUMP 2 IN AUTO 01-E4 TBDC POWER SUPPLY FAIL 19 □ TO PLC (N.O.H.C. -FAIL OPEN) TBDC ,LT6/ 32 25 NOTES 1 14 CR2 20 2 2 TBDC F )TBDC A PUMP 2 REQUIRED PANEL WIRE COLORS SHALL BE USED AS FOLLOWS: 02-02-'ci 1~/ ' TBDC BLACK 120VAC Power RED 120VAC Control -)1 WHITE 120VAC Neutral TBDC GREEN Ground BLUE +24VDC MS2 CALL FROM PLC WHITE WITH BLUE STRIP DC Common CR2 YELLOW Foreign voltage (relay contacts) 1 1 14 15 21 2 2 PUMP 2 G .....r---7 f-------,__, A1 A2 CALL RELAY TBDC TBDC TBDC TBDC All internal wiring shall be stranded, MTW, 600V NOD2-02-F2 NC insulation and rated not less than 90dec celsius 1 OL2 AR2 2 MOTOR 2 Power distribution wiring on the line side of Fuses 1 22 2 -9 / 9tl OVERLOAD ALARM RELAY and Circuit Breakers shall be #12 AWG TBDC D2-02-E5 A1 A2 TBDC NOD2-02-B10 NC Power distribution wiring on the secondary side of )1 LT7 2 fuses or circuit breakers shall be #14 AWG 22 ' / 2 H 1~/ R MOTOR 2 OVERLOAD TBDC ' TBDC Control wiring shall be #16 AWG Signal wiring shall be #18 AWG -J1 i Wiring TBDC TBDC duct may nat be filled more than 40% full REV BY APRVD DATE DESCRIPTION 1 2 -----I )TBDC JTBDC 1 TT JW D5-3D-18 AS TESTED 0 TT JW 05-14-18 AS BUILT A TT JW 10-12-17 FOR APPROVAL 1 2 TRIMAX SYSTEMS INC. YFv~ 565 EXPLORER STREET, -)TBDC JTBDC BREA, CA 92821 -USA TEL (714) 255-8590 FAX {714) 255-1922 J1 THIS DRAWING AND ITS CONTENTS ARE THE DATE 10-12-17 J PROPERTY OF 1RIMAX SYSTEMS, INC. AND IS SCALE NONE SUBJECT TO RETURN ON DEMAND. THIS TBDC DOCUMENT SHALL NOT BE MADE PUBLIC, DRAWN BY TT COPIED, DR REPRODUCED IN FULL OR IN PART CHECKED BY JW WITHOUT THE EXPRESSED VtRITTEN CONSENT OF 1RIMAX SYS1EMS, INC. PROJECT MGR. SH CONTRACT NO. 2565 BOM NO. N/A -CUSTOMER: HYDROTECH ELECTRIC PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS K ORAWING TM SUPPLY PUMP CONTROL PANEL DESCRIPTION: POWER DISTRIBUTION-2 SHEET OF !SECTION DWG l~EV 05 10 D2 2565-D2-02 2 3 4 5 6 7 8 9 10 11 12 A B oTM SUPPLY PUMP PANELo ----------------------------- 3.00" C -+ D E 3.00" -------------------------+ 3.00" F !;--------------------------+ G o------------------------~r 4.50" ~ ~------------------------ H 6.60" ~-----+---------+---------~ J L J 3.15" L 8.00"__j FRONT VIEW K 13 14 REV BY APRVD DATE DESCRIPTION TT JW 05-30-18 AS TESTED TT JW 05-14-18 AS BUILT A TT JW 10-12-17 FOR APPROVAL TRIMAX SYSTEMS INC. 565 EXPLORER STREET, BREA, CA 92821 -USA TEL {714) 255-8590 FAX (714) 255-1922 THIS DRAWING AND ITS CONTENTS ARE THE DATE 10-12-17 ~~~1~-f\gFR~~~x oi1~:lN~.Nc.rn}~0 15 SCALE NONE DOCUMENT SHALL NOT BE MADE PUBLIC, DRAWi\! BY TT ~c:~~•T O~tr~i~~~~~ ~I~ ~~~~~~RT t-,C~H=EC~K=ED-B=Y~-+--JW~------1 OF lRIIJAX SYSlEMS, INC. PROJECT MGR. SH CONTRACT NO. 2565 BOM NO. N/A CUSTOMER: HYDROTECH ELECTRIC PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS DRAWING TM SUPPLY PUMP CONTROL PANEL DESCRIPTION: ENCLOSURE ELEVATION SHEET OF 06 10 SECTION J2 DWG 2565-J2-01 REV 1 2 3 4 5 6 7 8 9 10 11 A 10 11 37 9 8 B 0 24VDC WIRE DUCT 1-+--+---+-------,--+--------+---+----------i 0 ~, ~, "'.Ii' C 8.00" ~ M = @ @ @ I >-u :::, 0 w "' ;< u D 24VDC WIRE DUCT 0 ~ N 0 @ @ 42 6.00" E I 0 L_-+-+----------11------140 0 24VDC WIRE DUCT >-u :::, 0 w F "' ;< u 0 ~ M~1 N @ @ @ @ 0 <Ii);;_@ "" ~ 6 I G I 15.22" ~ @ @ @ @';;'@o@ H 0 .... , .. 14 I taliHJ&i&&& I 0 BACKPLATE LAYOUT K 12 13 14 REV BY APR\/D DATE DESCRIPTlON TT JW 05-30-18 AS TESTED TT JW 05-14-18 AS BUILT A TT JW 10-12-17 FOR APPROVAL CONTRACT NO. 2565 CUSTOMER: PROJECT DESCRIPTION: DRAWING DESCRIPTION: SHEET OF 07 10 BOM NO. N/A HYDROTECH ELECTRIC TRIMAX SYSTEMS INC. 565 EXPLORER STREET, BREA, CA 92821 -USA TEL (71+) 255-8590 FAX (714) 255-1922 BIG CANYON RESERVOIR METERING VAULT & TREATMENT IMPROVEMENTS TM SUPPLY PUMP CONTROL PANEL BACK PANEL LAYOUT SECTION DWG J2 2565-J2-02 REV 1 2 3 4 5 6 A B C [JMJ~ © O~@~ Q«Mrl-i D CB1 CB2 PS1 CB3 CB4 2A 6A 20 AMPS 20A 1A u <( OJ I- E Wl~~Wl[Pl[W~ Iii l Q) F G --f-- u H 0 OJ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 6 7 8 9 12 I- f-- f-- f-- K 7 8 9 10 11 0 - u 13 14 15 15 16 17 18 19 20 21 22 23 24 25 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 OJ I- - 12 13 14 C) - - - 0 0 0 0 u 2 2 2 2 2 2 z z z z 0 ('.) ('.) ('.) ('.) OJ I- - - - REV BY APRVD DATE DESCRIPTION TT JW 05-30-18 AS lESlE0 0 TT JW 05-14-18 AS BUILT CONTRACT NO. 2565 BOM NO. N/A TRlt.1AX SYSTEMS INC. 565 EXPLORER STREET, BREA, CA 92821 -USA TEL {714) 255-8590 FAX (714) 255-1922 CUSTOMER: HYDROTECH ELECTRIC PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS DRAWING DESCRIPTION: SHEET OF 08 10 TM SUPPLY PUMP CONTROL PANEL BACK PANEL LAYOUT DETAIL VIEW SECTION DWG REV J2 2565-J2-02a 1 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I A BILL OF MATERIALS -ITEM QTY CATALOG MFG DESCRIPTION 1 1 --CUSTOM ENCLOSURE 2 1 --CUSTOM BACK PANEL B 3 1 HJL36060 SQUARE D POWERPACT H CIRCUIT BREAKER, THERMAL-MAGNETIC, 60A, 3P, 600V, 25kA 4 1 9421 LJ3 SQUARE D HANDLE MECHANISM KIT FOR CB, INCLUDES SHAFT, HANDLE & OPERATOR MECHANISM 5 ---- - 6 2 HJL36040 SQUARE D POWERPACT H CIRCUIT BREAKER, THERMAL-MAGNETIC, 40A, 3P, 600V, 25kA 7 1 9070TF750D1 SQUARE D CONTROL TRANSFORMER, 750VA, 480/120VAC C 8 5 RUMC32BD SQUARE D DPDT PLUG-IN RELAY, 24VDC, 10A CONTACT RATING WITH LED 9 5 RUZSF3M SQUARE D DPDT RELAY SOCKET FOR RUM RELAY 10 1 MGN61313 SQUARE D MINIATURE CIRCUIT BREAKER, 2 POLE, 277VAC, 2A -11 1 MGN61306 SQUARE D MINIATURE CIRCUIT BREAKER, 1 POLE, 277VAC, 6A 12 1 M9U21101 SQUARE D MINIATURE CIRCUIT BREAKER, 1 POLE, 12-250VDC, 1A 13 1 M9U21120 SQUARE D MINIATURE CIRCUIT BREAKER, 1 POLE, 12-250VDC, 20A D 14 1 PK7GTA SQUARE D GROUND BAR 15 1 9080LBC362104 SQUARE D POWER DISTRIBUTION BLOCK, 600V, 175A 16 1 9080LB23 SQUARE D CLEAR PLASTIC COVER FOR POWER DISTRIBUTION BLOCK, 600V, 175A -17 2 AN16GNOT4B EATON FREEDOM SERIES THREE-PHASE NON-REVERSING STARTER, NEMA-2, 45 AMP, 24VDC MAGNET COIL WITH 1 NO 18 2 C320KGT3 EATON AUXILIARY TOP MOUNTED CONTACT FOR STARTER, 1 NC/1 NO 19 2 H2013B-3 EATON OVERLOAD HEATERS, 3 PACK E 20 2 CR124X100D GE OVERLOAD RESET PUSHBUTTON, THROUGH DOOR OPERATION 21 1 M22-LED-W EATON STANDARD SIZE LED LAMP, 24VDC, WHITE COLOR 22 1 M22-L-W EATON EM22 SERIES, INDICATING LIGHT LENS, WHITE COLOR - 23 2 M22-DL-G EATON EM22 SERIES, PRESTEST INDICATING LIGHT OPERATOR, GREEN COLOR 24 2 EM22N9 EATON EM22 SERIES, CHROME BEZEL, PRESTEST INDICATING LIGHT OPERATOR, AMBER COLOR F 25 2 M22-DL-R EATON EM22 SERIES, PRESTEST INDICATING LIGHT OPERATOR, RED COLOR 26 2 E22D24C EATON PRESTEST UNIT, STANDARD SIZE LED LAMP, 24VDC, INCLUDE PRE-WIRED, 1N0-1NC CONTACT BLOCK 27 8 E22NS36 EATON STANDARD BLANK LEGEND PLATE -28 2 E22XBG1 EATON SELECTOR SWITCH, THREE POSITION 45· THROW BLACK KNOB, MAINTAINED OPERATING MODE 29 2 E22B11 EATON CONTACT BLOCK FOR SELECTOR SWITCH, 1 N0+1 NC 30 2 E22B20 EATON CONTACT BLOCK FOR SELECTOR SWITCH, 2ND G 31 2 E22NS51 EATON SELECTOR SWITCH LEGEND PLATE 32 2 EM22LP2 EATON EMERGENCY E-STOP PUSH BUTTON, PUSH-PULL, 40 MM DIAMETER (PUSH TO LATCH -PULL TO RELEASE), RED COLOR 33 2 E22NL37 EATON JUMBO BLANK LEGEND PLATE FOR EMERGENCY STOP -34 2 E22B1 EATON CONTACT BLOCK FOR EMERGENCY STOP, 1NC 35 1 E22NS80 EATON E22 LEGEND PLATE FOR POWER ON 36 1 C321KM60B EATON MECHANICAL INTERLOCK H 37 1 QS20.241 PULS POWER SUPPLY, 24VDC, 20AMP 38 2 85001 HONEYWELL HOBBS HOUR METER, ROUND 3 SCREW, 10-32VDC 39 67 2004-1201 WAGO 2-CONDUCTOR THROUGH TERMINAL BLOCK, 22-12 AWG, GRAY - 40 4 2004-1207 WAGO 2-CONDUCTOR THROUGH TERMINAL BLOCK, 14-10 AWG, GREEN 41 6 2004-1291 WAGO END COVER REV BY APRVD DATE DESCRIPTlON 42 7 249-116 WAGO END BRACKET -----I 1 TT JW 05-30-18 AS TESTED 43 1 P600D MULTICOMP RECOVERY RECTIFIER DIODE 0 TT JW 05-14-18 AS BUILT A TT ,N/ 10-12-17 FOR APPROVAL 44 1 G1X3LG6 PANDUIT WIDE FINGER, SLOTTED WIRING DUCT WHITE-1 "X3", 24VDC, LENGTH=10FT TRIMAX SYSTEMS INC. -45 1 C1LG6 PANDUIT WIREWAY DUCT COVER 1" WHITE, 24VDC, LENGTH=10FT rrf~ 565 EXPLORER STREET, BREA, CA 92821 -USA 46 2 M22-LED-G EATON LED LAMP FOR M22, LED, GREEN TEL (714) 255-8590 FAX (714) 255-1922 47 2 M22-LED-R EATON LED LAMP FOR M22, LED, RED THIS DRAWING AND ITS CONTENTS ARE THE DATE 10-12-17 J M22, 1-NC CONTACT BLOCK PROPER1Y OF TRIMAX SYSTEMS, INC. AND IS SCALE NONE 48 4 M22-K01 EATON SUBJECT TO RETURN ON DEtr.lAND. THIS DOCUMENT SHALL NOT BE MADE PUBLIC, DRAWN BY TT 49 4 M22-K10 EATON M22, 1-NO CONTACT BLOCK COPIED, OR REPRODUCED IN FULL OR IN PART CHECKED BY JW WITHOUT THE EXPRESSED WRITTEN CONSENT OF TRIMAX SYSTEMS, INC. PROJECT MGR. SH CONTRACT NO. 2565 BOM NO. N/A -CUSTOMER: HYDROTECH ELECTRIC PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS K DRAWlNG TM SUPPLY PUMP CONTROL PANEL DESCRIPTION: BILL OF MATERIAL SHEET OF I SECTION DWG l~EV 09 10 J2 2565-J2-03 P-2565 (TM SUPPLY PUMP CONTROL PANEL) POWER 480VAC, 3PH, 60Hz, 60AMP PANEL FLA 23 AMP @ 480VAC SHORT CKT RATING 10kA RMS @ 480VAC ENCLOSURE TYPE 4 TORQUE RATINGS USE COPPER 60°C WIRE OR 75°C WIRE IF OVER 100 AMP FUSE #MFR TYPE SIZE VOLTAGE NO FUSE --- - TERMINAL UT4 A B C D E F G H K 2 = 1/4" = WHITE = BLACK 3 4 5 EXTERNAL LABEL TEXT HEIGHT TEXT COLOR BACKGROUND MATERIAL = 1 /16" THICK LAMINATED PLASTIC PLATE WITH STAINLESS STEEL SCREWS 1.__ _____ 5.50 in -------ii I oTM SUPPLY PUMP PANE1 ~;, = 3/16" = WHITE = BLACK ¢0.15 in _j TEXT HEIGHT TEXT COLOR BACKGROUND MATERIAL = 1 /16" THICK LAMINATED PLASTIC STAINLESS STEEL SCREWS r 2.00 in --j ___l_ ~I O_P_U_M_P_1_o~I 0.4 7 in ___ ! lo PUMP 2 oi PLATE WITH STANDARD LEGEND PLATES (BEZEL TYPE) OFF HAND AUTO 0 OFF HAND AUTO 0 STANDARD BLANK LEGEND PLATES (BEZEL TYPE) TEXT HEIGHT LINE 1 & 2 = 1 /8" PUMP 1 RUNNING 0 PUMP 2 REQUIRED 0 PUMP 2 RUNNING 0 PUMP 1 FAIL 0 PUMP 1 REQUIRED 0 PUMP 2 FAIL 0 NOTE 1 RESET OVERLOAD 0 EMERGENCY STOP 0 RESET OVERLOAD 0 EMERGENCY STOP 0 6 7 8 INTERNAL LABELS TEXT HEIGHT TEXT COLOR BACKGROUND MATERIAL = 3/16" = BLACK = WHITE = LAMINATED TAPE 7 1.50 in I MCCB1 U0.47 in I ~I -CR-1 A~I t I MCP1 I I CR1 MCP2 CR2 MS1 AR1 MS2 AR2 TX1 CB1 I PS1 I CB2 I ETM1 I I CB3 I ETM2 I I CB4 I PDB1 I 9 10 11 12 13 14 UL LABEL 1------------4 in--------_____,i --~-----------------------~ 4 in -~~-----------------------~ NOTE:- 1. BLANK LEGEND PLATE, PLEASE ADD TEXT AS SHOWN IN DRAWING. REV BY APRVD DATE 1 TT JW 05-30-18 0 TT JW 05-14-18 A TT JW 10-12-17 DESCRIPTION AS lESTED AS BUILT FOR APPROVAL TRIMAX SYSTEMS INC. 565 EXPLORER STREET, BREA, CA 92821 -USA TEL {714) 255-8590 FAX (714) 255-1922 THIS DRAWING AND ITS CONTENTS ARE THE DATE 10-12-17 ~~~~:~;\gFR~~~x o1'1,~:1Nri~\:i~o IS t-sc-,,-E ----+-NO-NE------t DOCUMENT SHALL NOT BE MADE PUBLIC, DRAWN BY TT ~':6~·1 °~t~~i~~~g ~I~~ ~~~~E~~RT t-c-cH=ec=KE~O =ay---+-JW~-----1 OF lRIIJAX SYSlEMS, INC. PROJECT MGR. SH CONTRACT NO. 2565 BOM NO. N/A CUSTOMER: HYDROTECH ELECTRIC PROJECT BIG CANYON RESERVOIR METERING VAULT DESCRIPTION: & TREATMENT IMPROVEMENTS DRAWING DESCRIPTION: SHEET OF 10 10 TM SUPPLY PUMP CONTROL PANEL NAMEPLATE SCHEDULE !SECTION U2 DWG 2565-U2-01