The URL can be used to link to this page

Home My WebLink AboutS_5201_SCITY OF COSTA MESA MARINERS PUMP STATION VICTORIA ST PAC/Ftc VICINITY MAP OctAtv CHINA COVE PUMP STATION NOT TO SCALE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DRAWING AND PROCESS AREi\ DESIGNATION SYSTEMS 1. DRAWINGS ARE SUBDIVIDED BY DISCIPLINE AS FOLLOWS: G GENERAL C CIVIL, OUTSIDE PIPING, SITE DEVELOPMENT AND DEMOLITION A ARCHITECTURAL S STRUCTURAL P PROCESS AND INSTRUMENTATION DIAGRAM M MECHANICAL, VENTILATING AND PLUMBING E ELECTRICAL I INSTRUMENTATION EMERGENCY TELEPHONE NUMBERS AGENCY TELEPHONE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT 800-624-8153 800-611-1911 800-750-2355 949-644-3011 714-962-2411 949-542-6222 800-422-4133 Engineering Planning Surve}ing PUBLIC WORKS DEPARTMENT PLANS FOR THE CONSTRUCTION OF MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION APPROVED: APPROVED: w > <: <: >--z w 0 <: __J (l_ w 19th ST 62nd ST PUMP STATION \ LOCATION MAP 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fox: 949/440-8183 NO SCALE RECOMMEND APPROVAL lthUTIES DIRE OR R.C.E. 25553 0 > __J CD Q'. a CD Q'. i ~ \ ~ -< ?>. 0 AR\ RS i S';-DR I CHINA COVE PUMP STATION i C, I :;Q \ I \ I \ \ --. \ s.: ~---I •·o ' ' '-, \ . ·--. -\ '-,0 ----,, S1 (_ .--1 • ~ LOCATION MAP RECOMMEND APPROVAL '?.A<!A JJvt. t"41M•~ TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 NOT TO SCALE DATE BY DESffilPTION Construction Services DATE REVISIONS SHT# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 SHEET INDEX DWG # DESCRIPTION T1 TITLE SHEET G1 NOTES, LEGEND, AND ABBREVIATIONS C1 FERNLEAF AVENUE REHABILITATION PLAN C2 COVE STREET INTERSECTION DETAIL A1 MCC ENCLOSURE -MARINERS PUMP STATION A2 MCC ENCLOSURE -CHINA COVE PUMP STATION A3 MCC ENCLOSURE -62ND STREET PUMP STATION S1 CHINA COVE PUMP STATION -STRUCTURAL REHABILITATION PLAN, SECTION AND NOTES M1 MECHANICAL DETAILS M2 MARINERS PUMP STATION -SITE AND YARD PIPING PLAN M3 MARINERS PUMP STATION -DEMOLITION PLAN AND SECTIONS M4 MARINERS PUMP STATION -PLAN AND SECTIONS MS CHINA COVE PUMP STATION -SITE AND YARD PIPING PLAN M6 CHINA COVE PUMP STATION DEMOLITION PLAN AND SECTIONS M7 CHINA COVE PUMP STATION -PLAN AND SECTIONS MB 62ND ST PUMP STATION -SITE AND YARD PIPING PLAN M9 62ND ST. PUMP STATION -INTERIM BYPASS AND DEMOLITION PLANS AND SECTION M10 E1 E2 E3 E4 ES E6 E7 EB E9 E10 E11 E12 E13 E14 E15 E16 E17 62ND ST PUMP STATION -PLAN AND SECTIONS SYMBOLS, ABBREVIATIONS AND NOTES MARINERS -ELECTRICAL SITE PLAN MARINERS -SINGLE LINE AND FIXTURE SCHEDULE MARINERS -ELECTRICAL DEMOLITION PLAN MARINERS -ELECTRICAL NEW PLAN CHINA COVE -ELECTRICAL SITE PLAN CHINA COVE -SINGLE LINE AND FIXTURE SCHEDULIE CHINA COVE -ELECTRICAL DEMOLITION PLAN CHINA COVE -ELECTRICAL NEW PLAN 62ND ST -ELECTRICAL SITE PLAN 62ND ST -SINGLIE LINE AND FIXTURE SCHEDULE 62ND ST -ELECTRICAL DEMOLITION PLAN 62ND ST -ELECTRICAL NEW PLAN PUMP CONTROL SCHEMATICS AND PANEL EQUIPMENT LAYOUT 1 PUMP CONTROL SCHEMATICS AND PANEL EQUIPMENT LAYOUT 2 PUMP CONTROL SCHEMATICS AND PANEL EQUIPMENT LAYOUT 3 ELECTRICAL DETAILS T-1 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION TITLE SHEET DATE t>-5-04 APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2004 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 1 OF 35 s 4 j C t .. .. .s: .. I. GENERAL NOTES: A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS, WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE. ANY IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ENGINEER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT COMPENSATION. B. LOCATION OF EXISTING PIPING AND EQUIPMENT IS BASED ON RECORD DRAWINGS AND FIELD INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING PIPING AND EQUIPMENT THAT CONFLICTS WITH CONSTRUCTION AND REMOVE AND REPLACE AS REQUIRED. AFTER CONSTRUCTION IS COMPLETE, EXISTING PIPING SYSTEMS SHALL BE RETURNED TO THE SAME OR BETTER CONDITION THAN AS BEFORE. ALL FIELD RELOCATION OF EXISTING PIPING SHALL BE RECORDED ON RECORD DRAWINGS. IN AREAS WHERE GAS PIPING IS LOCATED, CONTRACTOR SHALL POTHOLE AND LOCATE GAS PIPING BEFORE EXCAVATION OF THE AREA. C. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING STRUCTURES OR OTHER EXISTING IMPROVEMENTS TO REMAIN. CONTRACTOR SHALL ALSO PROVIDE ALL NECESSARY BRACING, SCAFFOLDING OR OTHER MEASURES NECESSARY FOR CONSTRUCTION. D. REMOVAL, ABANDONMENT OR TEMPORARY RELOCATION OF EXISTING PIPES OR UTILITIES SHALL BE SCHEDULED WITH THE CITY INSPECTOR TO AVOID UNNECESSARY DISRUPTION OF PLANT OPERATIONS. E. ELEVATIONS SHOWN ARE BASED UPON THE AVAILABLE INFORMATION RECIEVED FROM TCWD. CONTIRACTOR SHALL FIELD VERIFY AND ADJUST ELEVATIONS AS REQUIRED TO MAINTAIN DIMENSIONAL RELATIONSHIPS DEPICTED IN THE DRAWINGS. F. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING AN AIR MONITORING PROGRAM WHILE WORK IS BEING PERFORMED ON, IN OR ADJACENT TO ANY OF THE ENCLOSED SPACES. G. THE CONTRACTOR SHALL COMPLY WITH STATE DEPARTMENT OF HEALTH SERVICES CRITERIA FOR THE SEPARATION OF POTABLE WATER MAINS AND SANITARY SEWERS AS SET FORTH IN SECTION 64630, TITLE 22 OF THE CALIFORNIA ADMINISTRATIVE CODE. H. ADJUST ALL MANHOLES, VALVE BOXES AND PULL BOXES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. I. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AS SPECIFIED 72 HOURS IN ADVANCE OF MAKING ANY CONNECTION TO AN ACTIVE PIPELINE OR UTILITY SYSTEM, AND SHALL RECEIVE THE INSPECTOR'S CONSENT BEFORE PROCEEDING. J. THE CONTRACTOR SHALL SCHEDULE HIS WORK TO CONTINUOUSLY MAINTAIN PLANT OPERATIONS AND SHALL NOT UNDULY RESTRICT PLANT ACCESS OR CIRCULATION. K. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY CONVENIENCES FOR THE USE OF ALL PERSONS AT THE CONSTRUCTION SITE OF THE WORK. SUCH CONVENIENCES SHALL INCLUDE CHEMICAL TOILETS OR WATER CLOSETS LOCATED AT APPROPRIATE LOCATIONS. AT COMPLETION OF THE WORK ALL CONVENIENCES SHALL BE REMOVED AND THE SITE LEFT IN SANITARY CONDITION. L. THE CONTRACTOR SHALL PROVIDE AT HIS OWN COST ALL ELECTRICAL POWER NECESSARY FOR CONSTRUCTION, TESTING, GENERAL AND SECURITY LIGHTING AND ALL OTHER PURPOSES, WHETHER SUPPLIED THROUGH TEMPORARY OR PERMANENT FACILITIES. M. EXISTING PIPING EQUIPMENT AND STRUCTURES ARE SHOWN AS LIGHT-LINED OR SCREENED AND ARE NOTED AS BEING EXISTING. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HAVEY-LINED. N. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPT. 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. 0. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. P. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD AT THE BEGINNING OF CONSTRUCTION. II. GENERAL PIPING NOTES: A. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. MINIMUM COVER SHALL BE 48-INCHES OR 1.5 PIPE DIAMETERS WHICHEVER IS GREATER UNLESS OTHERWISE SHOWN. B. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. C. LOCATION AND NUMBER OF PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE INSPECTOR PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. D. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHOWN ON DRAWINGS BELOW GROUND SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR THE TEST PRESSURES SPECIFIED. E. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILY USED IN THE PROJECT. F. ALL PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED OR SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND NOTES ON DRAWINGS. G. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. H. UPON APPROVAL BY THE CITY INSPECTOR, ALL PIPELINES SHOWN ON DRAWINGS TO BE ABANDONED SHALL BE PROPERLY CUT AND PLUGGED WITH NON-METALLIC GROUT OR CEMENT CONCRETE AS SHOWN ON THE DRAWINGS. Ill. CONSTRUCTION NOTES: @--INSTALL 48"x36" TRAFFIC RATED PRECAST CONCRETE VAULT COATED INSIDE & OUTSIDE WITH 80 MILS EPOXY. (§}---INSTALL 48"x36" SST SINGLE-LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED. @-INSTALL 12" DIA SUMP WITH STAINLESS STEEL RING, GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. @-INSTALL 42"x66" 316 SST DOUBLE LEAF, SPRING ASSISTTED ACCES HATCH, H-20 LOAD RATED. ~---STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING V::::,-FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. @--1NSTALL 48"x36" 316 SST DOUBLE LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED. @--INSTALL 48"x72" TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS RAVEN EPOXY W/ FIBERGLASS REINFORCEMENT. @-INSTALL 36-INCH DUAL OPENING TRAFFIC RATED MANHOLE FRAME AND COVER. ALHAMBRA FOUNDRY MODEL #A-1325 CLEAR OPENING 36", SMALL OPENING 22•. @-INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI {FLGxFLG) FOR EXPOSED SERVICE. 0}--1NSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. @---INSTALL 4-INCH DI TEE (FLGxFLGxFLG). @-INSTALL 4-INCH 90" DI ELBOW {FLGxFLG). §-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK TAPPED COUPLING @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK FLANGE ADAPTER @---INSTALL 4-INCH YELOMINE PVC, CERTA-LOK TEE @---INSTALL 4-INCH YELOMINE PVC, CERTA-LOK 45' SWEEP BEND &-INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @--INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI {FLGxFLG) FOR EXPOSED SERVICE. ~ INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. @-INSTALL 6-INCH DI TEE (FLGxFLGxFLG). @-INSTALL 6-INCH 90" DI ELBOW {FLGxFLG) @---INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 90' ELLS @--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 45' ELLS @--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK FLANGE ADAPTER @--INSTALL 6-INCH TAPPED FLANGE WITH 6-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @-INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @--INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. @--INSTALL 8-INCH YELOMINE PVC TEE (MJxMJxMJ) @--INSTALL 8"x6" DI REDUCER {FLGxFLG). @--2-1" PVC BLEEDER LINES SCH 80 PIPE AND FITTINGS W/ THREADED JOINTS. @--INSTALL 4-INCH YELLOMINE PVC, GERTA-LOK 45' ELLS @--INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 80 @--INSTALL 8-INCH 90" PVC SCHE 80 ELBOW @--INSTALL VICTAULIC COUPLING. 0--INSTALL FLANGE COUPLING ADAPTER. @--INSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK 45" SWEEP BEND @---INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 90' SWEEP BEND @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK TAPPED COUPLING (9---1NSTALL 6-INCH YELOMINE PVC, CERTA-LOK 22.5' ELLS @--CAP OPENING WITH CONCRETE SLURRY. @-INSTALL 4-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @-1NSTALL 6-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @-INSTALL 4-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, Fl, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL 6-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @-INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. @}--INSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L. @}--INSTALL EXTENSION STEM, BONNET AND VALVE BOX. @-PIPE SUPPORT, SEE DETAIL K ON DRAWING M-1. §----PIPE HANGER, SEE DETAIL B ON DRAWING M-1. @--EQUIPMENT BASE, SEE DETAIL C ON DRAWING M-1. @--INSTALL 8' DIA PRECAST COMCRETE MANHOLE W/ H-20 TRAFFIC LOADED COVER COATED WITH 80 MILS EPOXY. SEE DETAIL A ON DRAWING M-1. ©--INSTALL VAULT LADDER, PER IRVINE RANCH WATER DISTRICT STANDARD DRAWING G-4. @--INSTALL 8-INCH VENT AND CONNECT TO EXISTING VENT PIPES. @--PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1. @--PIPE SUPPORT, SEE DETAIL P ON DRAWING M-1. @--INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 8D &-INSTALL 6-INCH 90" PVC SCHE 80 ELBOW 111. AB AC ACP ALUM ARCH ARV AV BC BLDG BM il CATV CEN CFM CIP CIP CMP CMU CNB CON CONC D DI DIA DIP DWG DWY E EA EC EL ELEC EXIST EXT FA FAB FCA FD FE FF FIN FL FLG FS FT FTG GA GALV GP GSP HP HR ICY ID IE IN INV JT LF M MB MFR CONSTRUCTION NOTES (CONTINUED): @ (§ @) ~ ~ @ @) @ § @) @) REMOVE EXISTING AND CONSTRUCT TYPE A PCC CURB AND GUTTER(6") PER CNB STD-182-L. REMOVE AND RECONSTRUCT BRICKS. GRIND EXISTING PAVEMENT 2" AND REPAVE WITH 2" AC. REMOVE EXISTING AND RECONSTRUCT 4" PCC PAVEMENT PER CNB STD-180-L. SAWCUT AND REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL A ON DRAWING M-8. REMOVE EXISTING AND CONSTRUCT 12" PCC CURB AND GUTTER PER DETAIL B ON DRAWING M-8. REMOVE EXISTING AND CONSTRUCT 6" PCC PAVEMENT. CONSTRUCT TYPE B 6" PCC CURB PER CNB-STD-182-L. REMOVE EXISTING PCC PAVEMENT AND PLANT SOD. MODIFY EXISTING IRRIGATION SYSTEM TO PROVIDE COVERAGE. CONSTRUCT PCC MOWSTRIP PER DETAIL C ON DRAWING M-5. CONSTRUCT ROCK PAVEMENT. USE BANQUET CANYON ROCK TO MATCH EXISTING. CONTACT THE CITY OF NEWPORT BEACH FOR INFORMATION REGARDING PURCHASING AND ESTIMATING ROCK. REMOVE EXISTING BLOCK WALL. REPAIR EXISTING WALL AT CUT END. REMOVE EXISTING AND CONSTRUCT TYPE 83 6" PCC MOUNTABLE CURB AND GUTTER PER APWA STANDARD PLAN 121-1. ABBREVIATIONS ANCHOR BOLT OR AGGREGATE BASE MECH MECHANICAL ASPHALT CONCRETE MGD MILLION GALLONS PER DAY ASBESTOS CEMENT PIPE MJ MECHANICAL JOINT SECTION AND DETAIL NUMBERING SYSTEM (1) SECTION CUT ON DWG M-3 r--SECTION NUMBER .... L ~-DRAWING WHERE SECTION APPEARS (2) ON DWG M-3 THIS SECTION IS IDENTIFIED AS: ~ SECTION NUMBER SECTION SCALE: 1 /2"=1 '-0" "-M-3) '•--DRAWING FROM WHICH SECTION WAS TAKEN (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN NUMBER SYMBOLS AND LEGEND - ■ -------,□ ------------- -----s----- ---F,1--- WATER VALVE PROPOSED AIR RELEASE AND VACUUM RELi EF VALVE PROPOSED BLOWOFF ASSEMBLY PROPOSED CATHODIC PROTECTION TEST STATION (CPTS) PROPOSED TELEMETRY BELOW GROUND PULL BOX (BGPB) PROPOSED TELEMETRY ABOVE GROUND TERMINAL BOX (AGTB) EXISTING DOMESTIC & RECLAIMED WATER LINE PROPOSED PIPE ENCASEMENT -TYPE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING SEWER FORCE MAIN -SIZE AS INDICATED ALUMINUM MO MINIMUM OPENING/MODULAR OPENING -----SD-----EXISTING STORM DRAIN -SIZE AS INDICATED ARCHITECTURAL N NORTH AIR RELIEF VALVE NAOCL SODIUM HYPOCHLORITE AIR VENT NAOH CAUSTIC SODA BEGIN CURVE NG NATURAL GAS BUILDING NIC NOT IN CONTIRACT BEAM/BENCH MARK oc ON CENTER CENTERLINE OD OUTSIDE DIAMETER CABLE TELEVISION OH OVER HEAD CENTRATE p PRESSURE CUBIC FEET PER MINUTE PCC PORTLAND CEMENT CONCRETE CAST IRON PIPE ~ PROPERTY LINE OR PLATE CRUSHED MISCELANEOUS BASE POC POINT OF CONNECTION CORRUGATED METAL PIPE pp POWER POLE CEMENT MORTAR UNIT PVC POL YVINL Y CHLORIDE (PIPE) CITY OF NEWPORT BEACH Q FLOW CONVEYOR R RADIUS CONCRETE RCB REINFORCED CONCRETE BOX DRAIN RCP REINFORCED CONCRETE PIPE DUCTILE IRON RED REDUCER DIAMETER REINF REINFORCEMENT DUCTILE IRON PIPE REQ'D REQUIRED DRAWING R/W RIGHT OF WAY DRIVEWAY s SLOPE, SOUTH OR SEWER EAST SCH SCHEDULE EACH sco SEWER CLEANOUT ELECTRICAL CONDUIT OR END CURVE SD STORM DRAIN ELEVATION, ELBOW SECT SECTION ELECTRICAL SLG SLIDE GATE EXISTING SLPB STREET LIGHT PULLBOX EXTERIOR SQ SQUARE FOUL AIR SST STAINLESS STEEL FABRICATE STA STATION FLANGED COUPLING ADAPTER STD STANDARD FLOOR DRAIN STL STEEL FLANGED END SW SIDEWALK FINISHED FLOOR TC TOP OF CURB FINISH TOW TOP OF WALL FLOWLINE TS TOP OF STEEL FLANGE TYP TYPICAL FINISHED SURFACE UNO UNLESS NOTED OTHERWISE FOOT OR FEET V VENT FOOTING VAR VARIABLE GAUGE VCD VOLUME CONTROL DAMPER GALVANIZED VCP VITRIFIED CLAY PIPE GUARD POST VFD VARIABLE FREQUENCY DRIVE GALVANIZED STEEL PIPE w WEST OR WATER HORSEPOWER W/ WITH HANDRAIL WM WATER METER IRRIGATION CONRTOL VALVE WPJ WORK POINT JOINT INSIDE DIAMETER WV WATER VALVE INVERT ELEVATION WW WASTEWATER INCH OR INCHES 1W POTABLE CITY WATER INVERT 2W NONPOTABLE CITY WATER JOINT 3WHP NO. 3 WATER HIGH PRESSURE LINEAR FEET MOTOR MACHINE BOLT MANUFACTURER RECORD DRAWING This Record Drawing has been prepared based on infmmation provided by others. PBS&J has not verified the accmacy and/or completeness of this information and shall not be responsihle for any omission which may be incorporated herein as a result. Signed: _______ Date: __ _ 9/13/05 DATE BY " ------E------ . --SC[OII---- ------T------ ------TV------ ------G----- -----HPG----- ----R/W----- -➔ CENTERLINE WATER SURFACE EXISTING PIPE PROPOSED PIPING NATURAL GROUND OR GRADE ~ I I GRANULAR MATERIAL SUCH AS CRUSHED ROCK OR GRAVEL AC PAVEMENT IN PLAN EXISTING PIPE ENCASEMENT -TYPE AS INDICATED EXISTING CABLE EXISTING POWER CABLE EXISTING ELECTRICAL OVERHEAD EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY EXISTING FIRE HYDRANT (F.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT 2: 1 SLOPE (2 HOR. TO 1 VERT.) WITH DIRECTIONAL ARROW POINT OF CONNECTION POWER POLE SANITARY SEWER MANHOLE WATER METER BOX & SERVICE GAS METER ~ ~/1/½l l· • ..• ·. I AC PAVEMENT IN SECTION CONCRETE MASONRY IN SECTION CONCRETE -x-x-x- POWER POLE ANCHOR MONUMENT FENCE BLOCK WALL 11 1 1 1 1 L;;;;;;;;;J ////// 12c1 C >: GRATING SPAN CHECKER PLATE BRICKWALK BUILDING DEMOLISH EXISTING SPOT ELEVATION (SCREENED) FINISHED GRADE SPOT ELEVATION TOP OF CURB ELEVATION GUTTER OR GROUND ELEVATION 0 {.){J -SP-- F t:::-----------J * ~ TREE SHRUBBERY ASPHALT PAVEMENT PROPERTY LINE SPRINKLER SYSTEM STREET LIGHT SIGN GARAGE OPENING WINDOW SPRINKLER BORING RECORD DRAWING G-1 C-3585 RECORD DRAWING 1 RECORD DRAWING 2 APPROVED MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE DESCRIPTION APP'D. DESIGNED DRAWN DY cs REVISIONS CHECKED DATE MR AUG 2005 . NOTES, LEGEND, AND ABBREVIATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 2 OF 35 • SCALE 1"=10' I I I I I I I \ \ \ \ I I ) SJE INTERSECTION DETAIL 0 SHEET 4 FOR PROPOSED E EVATIONS I l4 10 SEE INTERSECTION ETAIL ON HEET 4 FOR P OPOSED EL:E ATI ONS -- 14 -10- SEE .INTERSECTION ETAIL ON $HEET 4 FOR P OPOSED --ElE -ATICJNS - 14 9+00 j__ v v ' CC!'.;.:\ -!/ 1_·_,:)I',· -,) /!-";,·: • 1' -'" v v ·- ' ' -!_ I ,-- .n 0 •• . I •• ···-; ---+!-----'--" S = 3.40% ,-,, en " "' 0 • _o S = 3.16% 9+50 v [> : 11 I 1_. ,( CONSTRUCTION NOTES ;:,® REMOVE AND REPLACE 8" Tl-llCK PCC. PANELS PER CNB STD-1D9-L, DOWEL ALONG CENTERLINE PER CNB STD-108-L. § CONSTRUCT TYPE B (8") PCC CURB PER CNB SID-182-L. CONSTRUCT 12" THICK AC PATCHBACK. REPLACE WATER VALVE FRAME AND COVER PER APPLICABLE PORTIONS OF CNB STD-511-L. REMOVE EXISTING AND CONSTRUCT 4-FOOT WIDE PCC RIBBON GUTTER PER DETAIL A ON DRAWING C2 AND APPLICABLE PORTIONS OF CNB STD-140-L. -i 25' vc 6/4 -TYP. LC) co NO {O --i Qr:- + 0 --+ 0 <( <( ____ b r-(/) (/) ~ (/) s = 13.48% s = ~.76% i -I- 25' vc l!2 fg OJ LC) + 0 ~ (/) S = 3.52% I -' 6/4 - --rYP. - LC) " N- U)~ o-+ 0 ;'5 U) --+ 0 <( >- U) + 0 ~ (/) S = .88% s = 5.00% v 9+ 75 PROFILE SCALE VERT. HORIZ. 1 "= 8' 1"=10' 10+00 i ' __ 10+25 PROTECT IN PLACE EXISTING BLOCK WALL AND BOLLARDS INSTALL THERMOPLASTIC "STOP" PER CALTRANS STANDARD PLANS A24D. PROTECT IN PLACE EXISTING "STOP" SIGN GENERAL NOTES I 1. ALL PORTLAND CEMENT CONCRETE SHALL BE 560-C-3250. TO EXPEDITE CONCRETE CURING, USE A QUICK CURE TYPE OF CONCRETE WITH A MIX DESIGN AS FOLLOWS: SLUMP: 3-inch TO 4-inch AGGREGATES: 1" MAXIMUM W/C RATIO: D.4D SACK CONTENT: 7.5D CEMENT: 70D POUNDS PER CUBIC YARD FLY ASH: NONE SAND: 1,365 POUNDS PER CUBIC YARD WATER: 34.0 GALLONS PER CUBIC YARD ENTRAPPED AIR: 1.25% ADMIXTURE WRDA 79: 35 OUNCES PER CUBIC YARD 2. WHEN REMOVING PORTLAND CEMENT CONCRETE PROTECT EXISTING PANEL FROM SLIDING DOWNHILL. 3. FINISH SURFACE TO MATCH THE FINISH SURFACE OF SURROUNDING PORTLAND CEMENT COMCRETE. PROPO ED CL RADE <.O co "' "' PROPOSED SOUTHB UND Fl G AllE -• N-----N 10+50 PROTECT IN PLACE EXISTING CONCRETE CURB I I PROPOSED SOUTHBO ND FL GR DE . ' ~o ·t--<.O • N "1 N -N· -"' • -co . N <D N t--" ~ 0 "' • N<D N 1 o+ 75 RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PRS&.1 has not verified the accuracy and/or completeness of this infmmation and shall not he responsible for any omission which may be incorporated herein as a result. Signed-: _______ .Date: __ _ I I - I I 1-- 9/13/05 DATE SOU BOUND- F GRADE -N-·N -. "' -"' I r- 00 <.O "' -<.0-cri 10.,, "' a, st 10 (,D ... ' "' <D 10 co o:) CC! 0 N . st N ---....i--------------- - ----i 42 38 42 38 EXISTING AN PROPOSED -cl-GRADE 42 38 BY ------~ Q1 __ _ • --. "' -"' -EXISTING AND PR POSED NORTHBOUND FL: ()RADE 11 +00 11 +25 INSTALL THERMOPLASTIC 12" LIMIT LINE PER CAL TRANS STANDARD PLAN A24E CONSTRUCT AND CONNECT 4" CURB DRAINS rn Cl:'. ::, r-(.) ...J r-o U _::, 11+50 11 + 75 SHADING LEGEND CONSTRUCT 5' WIDE AC PATCHBACK PORTLAND CEMENT CONCRETE //z 2 --Cl:'. (.) -H ::, LC) "' PROTECT IN PLACE EXISTING "STOP" SIGN PROTECT IN PLACE EXISTING CONCRETE CURB RECORD DRAWING RECORD DRAWING 2 DESCRIPTION REVISIONS APPROVED 0 r-0 (/) ·z "'o 0(.) +w :::: "' v v T STA 11+20.00 ''•.'·!' . r-N (/) "'z +o :::: (.) <( 0 r-z (/) w v END C □NSTRUCTIDN AT EXISTING EXPANSION JOINT, DO\./EL JOIN \./ITH EXISTING PCC // PAVEMENT PER CNB STD-108-L, //// -----\,/ ~----~ INSTALL 58 FEET 0.45 mm / THERMOPLASTIC PER CAL TRANS STANDARD PLANS A20A DETAIL 21. PROTECT IN PLACE EXISTING CONCRETE WALL ! I I ' INSTALL THERMOPLASTIC "STOP" PER CALTRANS STANDARD PLANS A24D. I i RECORD DRAWING C-1 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIV1L ENGINEER R.C.E. NO. 46214 FERNLEAF AVENUE REHABILITATION PLAN DATE APP'D. DESIGNED SC DRAWN SC CHECKED DATE FS AUG 2005 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-IS SHEET 3 OF ,35 SHADING LEGEND ~ CONSTRUCT 5' WIDE AC PATCHBACK 1-~ l> 1 PORTLAND CEMENT CONCRETE CONSTRUCTION NOTES @]) REMOVE AND REPLACE 8" THICK PCC. PANELS PER CNB STD-109-L. DOWEL ALONG CENTERLINE PER CNB STD-108-L. @ CONSTRUCT 12' WIDE PCC CROSS GUTTER PER DETAIL B. 8 CONSTRUCT 12" THICK AC PATCHBACK REPLACE WATER VALVE FRAME AND COVER PER APPLICABLE PORTIONS OF CNS STD-511-L. ADJUST MANHOLE FRAME AND COVER TO GRADE PER APPLICABLE OF CNB STD-111-L. REMOVE EXISTING AND CONSTRUCT TYPE 83 6" PCC MOUNTABLE CURB AND GUTTER PER APWA STANDARD PLAN 121-1. REMOVE EXISTING AND CONSTRUCT 4-FOOT WIDE PCC RIBBON GUTTER PER DETAIL B ON SHEET 4 AND APPLICABLE PORTIONS OF CNB STD-140-L. PROTECT IN PLACE EXISTING METAL BEAM GUARD RAIL. INSTALL TYPE "N" REFLECTORS PER CNB STD-900-L. STA 8+57.17 3.98' LT BEGIN CONSTRUCT PCC CROSS GUTTER FL=8.23 -'j __,,,, STA 8+70.00 12' RT BEGIN 219 CONSTRUCT PCC MOUNTABLE CURB AND GUTTER MATCH EXISTING FL=9.Q8 . , ,:'.II ' I I z 0 f- (.) :::, [lC r--f- -(f'J ·z "o U) (.) + (0 z <( C> f--w u-, m / v v CJ I 'i I,:.: - I I I I I I I I I I I I I I ~L ~~r=±r±::±=+=-----,,-----L--,----l ' I I I I I " I )_' 1' \ : ' I /-'f \ \ I ,?. \ I I -' ,, I 1~ SCALE 1"=5' ) I • ., ' ' 0 • i ' I I ' □ I :\ I I I I I I ' I I I I I I n I I , I , I REC()RD ORA WING I I This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be iocorporated herein as a result. Signed: _______ Date: __ _ I ', '· I I I I I "' f- C:::: ~ I V u-, v w w Cf') I - □ STA 8+86.DO 12' RT END CONSTRUCT PCC MOUNTABLE CURB 219 AND GUTTER MATCH EXISTING FL=9.62 9/13/05 DATE PROPOSED 8" PCC ROADWAY RECORD DRAWING 1 RECORD DRAWING 2 BY DESCRIPTION REVISIONS PROTECT IN PLACE 2' 2· EXISTING PRIVATE IMPROVEMENTS ,7 I I I I I I I A L q DETAIL A -4' RIBBON GUTTER STA 9+08.84 iio• LT END CONSTRUCT PCC RIBBON GUTTER BEGIN CONSTRUCT PCC CROSS GUTTIER FL = 10.02. PROPOSED 8" PCC ROADWAY i I : , \ ' I ': 220 b v 6' A ' .>-/ , r--.--... ; \ ' ----v ---ii-------------- vFERNLEAF" AVENlJE-t V tc 201 6' C 0.1· V V PROPOSED 8" PCC ROADWAY DETAIL B -12' CROSS GUTTER APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED SC DRAWN SC CHECKED FS DATE AUG 2005 RECORD DRAWING C-2 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION COVE STREET INTERSECTION DETAIL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 4 OF 35 0 SIDEWAL WHERE OCCURS ' K CL >-' ::s z 0 '9 (.) "' o:'. 0 1 '-10" "' I "' ' 0 '1 / ' '. . / - - - - -- r . . : t,. <1 ' . 0 . 0 2'-4" I 0 .. / ,/ / ii', I le,. ' ·o • 0 . /: ·a ' \ 8" 4" 2-#4 CONTINUOUS 8X8X16 CMU-GROUT ALL CELLS AT #5 BARS #5@32" #4 CONTINUOUS #5@ 16" #5@ 32" ALT. FOR #5@ 16" 4 -#4 TYPICAL TOP & BOTTOM FOOTING AND WALL REINFORCING #5 EA. CORNE #5 - R 2'-0" L i~E•-~ C L C 8x8x16 CMU GROUT ALL CELLS r @#5BARS ' ~· I TYP #4 SEE WALL SECTION #5@ 32" O.C. IN GROUTED CELLS (-a··\ 1 PARTIAL WALL PLAN \ I REINFORCING TYPICAL FOR 3 WALLS OF ENCLOSURE ·."-,/ "--~- TAPERED 2X4 RAFTERS AT 16" 0. C. TYP. ROOF FRAMING PLAN 10 i SLOPE 1" SLOPE 1" c"----lf----ELASTOMERIC ROOF COVERING 1-----ROOF COPING WITH DRIP EDGE (4 \I ROOF PLAN ' / ' / '"-_,,/ WOOD GATE -------+ll<l FINISH SIDEWALK \ \ 3/4" = 1'-0" 11 v· I~ MCC 4. : t,. " • : t,. <1 • ,-----WOOD FRAME ROOF ".""ii-----8" CMU i;:-----STUCCO PLASTER LINE OF SLOPE AT MARINERS "---LINE OF PLANTER GRADE WATER PROOFING AT BELOW GRADE CONDITION FOUNDATION SEE +------DETAIL 7 SHEET A-1 s I 1 \ ; ' 10'-2" EXCAVATE SLOPE AS REQUIRED -----CMU ENCLOSURE WITH STUCCO FINISH COAT ~----EDGE OF FOUNDATION lt--,------wooD GATES ( 3'-4" x 4'-9 112") PLAN 1i4";;;;1'-0" METER ACCESS DOOR VERIFY LOCATION AND SIZE. SEE NOTE 7 ON DRAWING-E2 J ' I I FRONT ELEVATION C REAR ELEVATION ELEVATIONS 1/4" = 1' -0" SIDEWALK ROOF COPING LOWCMU WALL SIDE WALK EXISTING 8" x 16" STAINLESS STEEL SCREENED LOUVERED VENT FIN. GRADE SIDE WOOD ROOF COPING 8" x 16" STAINLESS STEEL SCREENED LOUVERED----,, ~-CMU WITH VENT ;s.;;;:::::::::;:;,;c STUCCO FINISH BACK FILL TO ADJACENT GRADE SIDE NOTES; CONCRETE; MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT USED SHALL BE TYPE V OR EQUIVALENT IN CONFORMANCE WITH ASTM C-150. REINFORCING: ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITRH ASTM A 615 UNLESS NOTED OTHERWISE. MASONRY: CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, GRADEN, (TYPE 1) MEDIUM WEIGHT UNITS. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF BLOCK UNITS SHALL BE 1900 PSI (NET). LUMBER: GROUT SHALL BE 3000 PSI@ 28 DAYS GROUT SHALL CONTAIN MASONRY "GROUT-AID" ADDITIVE TO REDUCE SHRINKAGE MORTAR SHALL BE 1800 PSI @28 DAYS. ALL LUMBER SHALL BE DOUGLAS FIR LARCH AS FOLLOWS; STUDS NO. 2, JOIST NO 1 LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BF PRESSURE TREATED. PLYWOOD, ALL PLYWOOD SHEATHING SHALLHAVE EXPOSURE I GLUE (EXTERIOR) AND SHALL BE IDENTIFIED WITH APPROPRIATEc rRADEMARK. PLYWOOD SHALL MEET REQUIREMENTS OF PS 1-95 OR APA PRP-108 PERFORMANCE STANDARDS. STUCCO, SHALL BE PORTLAND CEMENT BASE COAT AND FINISH COLOR COAT SAND FINISH. COLOR TO BE SELECTED CITY. ROOFING: TO BE PROMENADE ROOF DECK SURFACING AS MANUFACTURED BY DEX-O-TEX WEATHERWARE. ROOFING TO BE MULTI-LAYER INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. COLOR TO BE SELECTED BY CITY. PAINTING ALL SURFACES EXPOSED TD THE OUTSIDE PLUS THE INTERIOR OF THE GATES ARE TO RECEIVE: ONE COAT OF EXTERIOR ACRYLIC PRIMER. TWO COATS OF 100% ACRYLIC SEMI-GLOSS ENAMEL COLOR TO BE WHITE, SUBMIT 4 SAMPLES AND SPECIFICATIONS TO CITY FOR APPROVAL. HOLLOW METAL -FRAMES TO BE 16 GAGE STAINLESS STEEL COMPLY WITH ASTM A 568 AND ASTM A 569 EMERGENCY GENERA TOR CONNECTION SEE NOTE 8 ON DRAWING E-2 FOR HEIGHT AND LOCATION. (5-\SECTION \ ' ',~ _,,,/ I ' ' 2"\ ,,~ ---------- ' ( 3 PAUL J. RUFFING, ARCHITECT ARCHITECTURE and PLANNING 1101 DOVE STREET, SUITE 140 NEWPORT BEACH, CA 92660 TEL/FAX 949 660 8062 ' / j / co SEE PLAN - VERIFY AT SITE ' I c -- 1 x 3 FRAME AT SIDING \ \ 1 x 4 TONGUE AND GROOVE PANEL ,.__ ___ 6_" ___ _,, ,,, _____ 1 3/4" GATE FRAME HARDWARE SCHECULE HINDGES 1112" PR. FBB168, 5x 4.5, FULL MORTISE STAINLESS STEEL STANLEY LOCK-B16ON X L464P x 630, KEY TO CITY SYSTEM SCHLAGE PULLS -2 EA, 1257 x #2, x 630 STAINLEFSS STEEL STANLEY I '. FRAME AND PANEL DETAIL(TYPICAL) CANE BOLT -1010 x 18" STAINLESS STEEL X 630 STANLEY GATE TO BE CLEAR DOUGLAS FIR WOOD GATES 114"=1·-o" PAINT ALL SURFACES. , PRIMER -ACRYLIC WOOD PRIMER 2 COATS FINISH -100% ACRYLIC LATEX 8-5-05 PJR AS-BUILT CONDITIONS 9-13-05 PJR RECORD DRAWING #2 DATE BY DESCRIPTION REVISIONS A?PR:JVED r:I'IILITIES ENG_NEER RC.E. No. 43003 Dl,TE --------- DESl:..:;NED APPD. PJR :='RECKED DRAWN PJR DATE AUGUST2004 A-1 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION MARINERS PUMP STATION NEW MCC ENCLOSURE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 5 OF 35 \ 2 x 4 TAPERED RAFTERS 2x4 STUDS AT 16" 0 C 2" PLYWOOD -iEATHING ETTING BED OVER APER BACKED ~TH -ilN BRICK ENEER //1-4\GATE AND FRAME \ I ',~ _ _,,/ 2 x 4 TAPERED RAFTERS I I 3/4" WOOD STOP __ ~- 1/2" CDX ROOF SHEATHING ELASTOMERIC ROOFING 24 GA. G. I. ROOF FLASHING 1x 3 WOOD TRIM 2 X3SPACER 1/2" CDX PLYWOOD SHEATHING PLASTER SETTING BED OVER PAPER BACKED LATH 11coi---------5/8' THIN BRICK VENEER 2 x 4 FRAMING @ 16" O.C. 1/2" SHIM SPACE HOLLOW METAL GATE FRAME ANCHOR TO STUDS WITH 1/2" STAINLESS STEEL ANCHOR BOLTS MIN. 3 PER SI DE 1 x 3 FRAME AT SIDING 1 x 4 TONG AND GROOVE PANEL 1 1/2" 6" ,,__,._ ______ ---,r '-----1 3/4" GATE FRAME ,---------1/2" CDX ROOF SHEATHING ~-------ELASTOMERIC ROOFING ~-----2 x 3 SPACER 24 GA. GALVANIZED IRON ROOF FLASHING 4 x 4 HEADER -CONNECT TO DBL 2x4 VERTS. AT EACH END W/ SIMPSON BCS2-2/4 POST BASE OR APPROVED EQUAL LINE OF BRICK VENEER BEYOND ,-------------eaATE a, ~ Cn CJ? ;,- 9 ;... HE 15 A-2 TAPERED 2 x 4 RAFTERS AT 16" O.C. -.+.-#---,+--1/2" COX PLYWOOD '•'· " -- -~)";, SHEATHING NAIL TO RAFTERS AND TOP PLATES W/6d NAILS@ 6" O.C. AT ALL SUPPORTED PLYWOOD EDGES AND OTHERWISE AT 12" O.C .. ROOF FRAMING PLAN ·-------------- ~ ,~ . ~ N . '° . <D •·. I • ffi 1 I SLOPE 1" 1/4"=1'-0" WOOD GATES FLAGSTONE PAVING <I . • I • 6" I , 2' -7" -• ' -~ ____ ELASTOMERIC ROOF COVERING C, • 'v MCC ,__ANTENNA SEE DRAWING E-6, NOTE 9 ,---~APERED 2X4 RAFTERS ,-----ROOF MEMBRANE OVER 1/2" CDX PLYWOOD SHEATHING THIN BRICK VENEER OVER ll'!'----PLASTER BASE OVER 1l2" PLYWOOD G-tttt----2x4STUDSAT16"0C. !•--PROPERTY LINE II'.,,--2 X 4 SILL PLATE W/ 1/2" DIA. x 1 O" LONG BOLTS ANCHOR @ 48" MAX O.C. CONCRETE FOOTING AND 8 FOUNDATION SEE DETAIL 'Cg} ~--#4@ 9" EACH WAY ~-1/2"DIA. X 10" LONG BOLTS@ 48" MAXO.C. CONCRETE FOOTING 2500 PSI@ 28 DAYS #4 ALL AROUND FOUNDATION AND FOOTING EXISTING CURB I I PLAN LINE OF HOUSE 11'-4" 8'-2" PATIO LINE OF HOUSE 1/4"= 1'-0" (14\ \& (13\ I I L FRONT ' ' I I I 7· 1 1· I I I I I ,-----SAWCUT AND REMOVE SLAB AS NECESSARY FOR NEW FOUNDATION ,,_ ______ REMOVE EXISTING CURB AS NECESSARY FOR NEW ENCLOSURE ,--•---REMOVE (E) GARDEN WALL -+-----+-•---NEW WOOD FRAME WITH BRICK VENEER ENCLOSURE WOOD GATES 3'-2" X 4'-9" +--------CURB LINE ELASTOMER IC ROOFING ,--ROOF FASCIA NOTES: CONCRETE; MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT USED SHALL BE l"YPE V OR EQUIVALENT IN CONFORMANCE WITH ASTM C-150. REINFORCING: ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A 615 UNLESS NOTED OTHERWISE. LUMBER: ALL LUMBER SHALL BE DOUGLAS FIR LARCH AS FOLLOWS; STUDS NO. 2, JOIST NO 1 LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. PLYWOOD: ALL PLYWOOD SHEATHING SHALL HAVE EXPOSURE I GLUE (EXTERIOR) AND SHALL BE IDENTIFIED WITH APPROPRIATE TRADEMARK. PLYWOOD SHALL MEET REQUIREMENTS OF PS 1-95 OR APA PRP-108 PERFORMANCE STANDARDS. BRICK VENEER TO BE "THIN" BRICK VENEER 2 1/4" x 8 1/8"x 518" THICK, AS MANUFACTURED BY "HIGGENS BRICK CO., CASTAIC BRICK OR APPROVED EQUAL. VENEER TO MATCH ADJACENT RESIDENCE, SUBMIT SAMPLES FOR CITY APPROVAL ROOFING: TO BE PROMENADE ROOF DECK SURFACING AS MANUFACTURED BY DEX-0-TEX WEATHERWARE. ROOFING TO BE MULTI-LAYER INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTONS. COLOR TO BE SELECTED BY CITY. PAINTING ALL SURFACES EXPOSED TO THE OUTSIDE PLUS THE INTERIOR OF THE GATES ARE TO RECEIVE: ONE COAT OF EXTERIOR ACRYLIC PRIMER TWO COATS OF 100% ACRYLIC SEMI-GLOSS ENAMEL COLOR TO BE WHITE. SUBMIT 4 SAMPLES AND SPECIFICATIONS TO CITY FOR APPROVAL. HOLLOW METAL-FRAMES TO BE 16 GAGE STAINLESS STEEL COMPLY WITH ASTM A 568 AND ASTM A 569. 8" x 16" STAINLESS STEEL SCREENED LOUVER VENT ~-LOW BRICK W,='•l=L=~.,_ __ _§' ~•;'§'~-\-_ Q>----,--EMERGENCY CONNECTION FOR HEIGHT AND LOCATION SEE DRAWING E-6 -----PATIO '-------WOOD GATES@ ROOF FASICA THIN BRICK VENEER I I I I ' ' SIDE ~-A 8" x 16" STAINLESS STEEL SCREENED LOUVER VENT L~ IJ I 1 I I J I ' ' OVER SETTING BED -....__ OVER 112" PLYWOOD _I I < I I I I ! ' REAR /"3-\ ELEVATIONS 1/4" = 1' -D" PAUL J. RUFFING, ARCHITECT a-5-o5 PJR ARCHITECTURE and PLANNING 1101 DOVE STREET, SUITE 140 NEWPORT BEACH, CA 92660 TEL/FAX 949 660 8062 DATE BY I -• I I I I I I , LINE OF CURB / NOTE: PAINT ALI. WOOD FASCIA, TRIM AND GATE GLOSS WHITE GATE AS-BUil T CONDITIONS DESCRIPTION REVISIONS APPD. ) ' I I SIDE APPROV~D UITILI'::':ES ENGINEE8 R.C.E. No. 43003 C.l'.TE ________ _ l)~;:c.1CN...:,IJ PJR C'.""":EC!\~D PJR .i.JRN/1iN PJR :lATE A-2 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION NEW MCC ENCLOSURE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 6 OF 35 CMU WALL WITH STUCCO OVERLAY COATING 1/2" SHIM SPACE HOLLOW METAL GATE FRAME ,------------WITH MASONRY ANCHORS 1/2" STAINLESS STEEL ANCHOR BOLTS MINIMUN 3 PER SIDE 1 x 3 FRAME AT SIDING 1 x 4 TONGUE AND GROOVE PANEL 1 1/2" 6" ,__,,_ ______ _, ~----1 3/4" GATE FRAME (a'\ GATE AND FRAME , / -" 1/2" CDXROOF SHEATHING 2 x 4 EDGE BLOCKIN ELASTOMERIC ROOFING 24 GA., GALVANIZED IRON EDGE FLASHING I ROOF AND FASCIA 2 x 4 EDGE BLOCKIN 2 x 4 TAPERED RAFTERS / .///// 3 1/2" DIAMETER WOOD TRIM COPING 1/2" CDX ROOF SHEATHING ELASTOMERIC ROOFING 24 GA., GALVANIZED IRON EDGE FLASHING 3 1 /2" DIAMETER WOOD TRIM COPING 2 X4 FASCIA / i,-,,-----1------------ANCHOR BOLTS 1/2" X 8"@ 6" FROM EACH END AND 48"0. C. ///, CMU WALL WITH STUCCO _/:/_~i---_j/ __ '1-1------------OVERLAY COATING ROOF AND FASCIA ,------------2 x 6 TREATED PLATE ON CMU WALL 4 X 4 ::JHEADER 3" x 6" x 3" RECESSED ANGLE SEAT W/ 2-3/8" DIA MAS. ANCH. BOLTS AND 2-112" LAG SCREWS. (HOT DIPPED GALVANIZED). HOLLOW METAL GATE FRAME LINE OF GATE CMU WALL (11-\) HEADER ATTACHMENT \ ' ,...._ ___ / TAPERED 2X4 RAFTERS AT 16" 0. C. TYP. 1/2" CDX PLYWOOD SHEATHING NAIL TO RAFTERS AND TOP -~~=---r-----PLATE W/6d NAILS@ 6" O.C. AT ALL .!/ SUPPORTED PLYWOOD EDGES AND ,, 2 X RIDG BLO KING /f' OTHERWISE AT 12" O.C .. I~=~===;~-:-'.--::--:.:--==:c:==c;;==~~--'---· --, ,1;~~>, : : ',,_:' 4-4-~E -ii~ ROOF FRAMING PLAN 5 A-3 SLOPE 1" / SLOPE 1" (4-~\ ROOF PLAN \,... ,,/) 1/2";;;; 1' -0" ELASTOMERIC ROOF COVERING ~---ROOF COPING ,-----WOOD FRAME ROOF ~--------------.-!=oF==c,,--r----,,---c,.,-.. 1/ G ~,------ FINISH SIDEWALK (-~-'\SECTION \," ,/ 3/4":: 1'-O" ----~~~\J.' ROOF COPING CORNICE 8" CMU 11-------STUCCO PLASTER MCC I. WATER PROOFING AT BELOW GRADE CONDITION ~--LINE OF PLANTER GRADE 'v FOUNDATION SEE ...+-----DETAIL 7 SHEET , t,. <l , <l - ~---PLANTER-BACK-FILL AS REQUIRED PRECAST CONCRETE CAP MATCH EXISTING 8x8x16 CMU VV/#4 @ 16" O.C. • --STUCCO FINISH TO MATCH EXISTING PAINT #4 BARS @ TOP & BOTOM 1" DIAMETER WEEP DRAIN @48" ' \ \ a 0 (!) z ;:: en x LU I u f-<t :; CONRETE SIDEWALK '----12" x 8" CONCRETE FOOTING WI #4 CONTINUOUS 3/4" 0 1' -O' PLANTER NEWCMU ENCLOSURE , , VENT TO BE ' ; REMOVED , SIDEWALK VAULT PLANTER NOTES; CONCRETE: MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT USED SHALL BE TYPE V OR EQUIVALENT IN CONFORMANCE WITH ASTM C-150 REINFORCING ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A 615 UNLESS NOTED OTHERWISE. MASONRY: CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, GRADEN, (TYPE 1) MEDIUM WEIGHT UNITS. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF BLOCK UNITS SHALL BE 1900 PSI (NET). GROUT SHALL BE 3000 PSI @ 28 DAYS. GROUT SHALL CONTAIN MASONRY "GROUT-AID" ADDITIVE TO REDUCE SHRINKAGE MORTAR SHALL BE 1800 PSI @28 DAYS. LUMBER: ALL LUMBER SHALL BE DOUGLAS FIR LARCH AS FOLLOWS; STUDS NO. 2, JOIST NO 1. LUMBER IN CONT ACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. PLYWOOD: ALL PLYWOOD SHEATHING SHALL HAVE EXPOSURE I GLUE (EXTERIOR) AND SHALL BE IDENTIFIED WITH APPROPRIATE TRADEMARK. PLYWOOD SHALL MEET REQUIREMENTS OF PS 1-95 OR APA PRP-108 PERFORMANCE STANDARDS. STUCCO: SHALL BE PORTLAND CEMENT BASE COAT AND FINISH COLOR COAT, SAND FINISH. COLOR TO BE SELECTED CITY PLAN 1/4";;;1'-0" ROOFING: TO BE PROMENADE ROOF DECK SURF ACING AS MANUFACTURED BY DEX-0-TEX WEATHERWARE. ROOFING TO BE MULTI-LAYER INSTALLED PER MANUFACTURER'S WRITTEN INSTRTUCTIONS. COLOR TO BE SELECTED BY CITY. , ~ "' \ "' ' "' , ----- -~ ~ ~ ~ ~ ~ ~ SIDE SAME AS OTHER SIDE ,· l I, ! 1 rl I I ;f i I ' I ' ' i I ' I I I ', METER ACCESS DOOR VERIFY LOCATION AND SIZE, SEE NOTE 7 ON DRAWING-E-10 ' 1 i ,, I - ' ' I ' rs~ / v" / , I 'q, '".,.__ J , , I WOOD GATES "'/ ~ I i I ' ' ' / ' \ i ' ' ' I I ' / ,, ,// FRONT ELEVATION S"x 16" STAINLESS STEEL SCREENED LOUVER VENT , PAINTING ALL SURFACES EXPOSED TO THE OUTSIDE PLUS THE INTERIOR OF THE GATES ARE TO RECEIVE: ONE COAT OF EXTERIOR ACRYLIC PRIMER. TWO COATS OF 100% ACRYLIC SEMI-GLOSS ENAMEL COLOR TO BE WHITE, SUBMIT 4 SAMPLES AND SPECIFICATIONS TO CITY FOR APPROVAL HOLLOW METAL -FRAMES TO BE 16 GAGE STAINLESS STEEL COMPLY WITH ASTM A 568 AND ASTM A 569 ~ I EXISTING FENCE ... I ' I I I ' , ·-I '~! / ' ,,,,,-I, 16\ ~ ' ~ \ I .... ' / ' ! --i ,, I .,~ ., ., ~ :✓ .ii' ' ' ' ' -~ '\'\ i ~ ' I STAINLESS STEEL ROOF COPING CMU WITH PLASTE FINISH COAT \ ', ', \ y ! \ ' ', I ! , ROOF COPING CMU WITH STUCCO FINISH FIN. GRADE EXISTING PLANTER WALL NEW PLANTER WALL REINSTALL WALL LIGHT FIXTURE B"x 16" STAINLESS STEELSCREENED --H~§ LOUVER VENT LOW PLANTER WALL EXISTING FENCE '-, ~rt-/~------------'~-·_) \~--BACKFILL AS REQUIRED r>--,-----+--,t----EMERGENCY CONNECTION FOR HEIGHT AND LOCATION SEE DRAWING E-10 REAR ELEVATION SIDE , -....,_\ ' I 2 ELEVATIONS : / ', - PAUL J. RUFFING, ARCHITECT ARCHITECTURE ond PLANNING 1101 DOVE STREET, SUITE 140 NEWPORT BEACH, CA 92660 TEL/FAX 949 660 8062 8-5-05 PJR AS-BUILT CONDITIONS DATE BY DESCRIPTION APPD. REVISIONS J'i.P?ROVED UITIL=rrEJ 3NGINEER R.C.E. No. 43003 CATE ________ _ LJtSJGf'.JJ:.;LJ PJR CHRCKF.D PJR DAAl\1.1\ PJR D.A_'IE AUGUST2004 A-3 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION 62nd STREET PUMP STATION NEW MCC ENCLOSURE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET ?OF 35 ...J -- 0 ...J w C: -ti z ' 0 I LO w 0:: ::, (/J i::':i :::, z a Cl~ zi-t;, (/J XO.. w :::, ::, 0.. ' [,,) ,-••. 72" SEE . ( 0:: "' ...J 0 RCP SPECS. . ' 6' -0"x4' -0" CLEAR OPENING / -3" FRAME/DRAIN ALL AROUND TOP PLAN 3/4"=1'-o" -2-#4 EA. / SIDE OF HATCH I #4@6" EW --~ / ;-1 "x3/4" SWELLST0P \ ; / WATERSTOP BY GREENSTREAK DOUBLE LEAF 1\ / / OR EQUAL. CONTINUOUS ALL ACCESS HATCH / ARO.UNlllRC SEE SPECIFICATION \ r / / ~:\J, • SECTION 13330 ~-\1 ,' // ' • EL 9.99 ,----,v.,,..,.,,..,.,.,.,..,..,.,.,.,..,..,.,,,,,;,.,..,),,.-,,.,..,-rr777.,...,-,,...,...,..,-,-,""7"7",.,..,:;:;_,,.:;.:;:;,...,,...,...,.......l--,l...l...~ --• • ////////////_////////}(_/////////////////////////////////1 t / ----- 0 I \ I 1 , / , ~--:-------:l---------~r--r7-1 6' -0" DIAMETER SECTION SCALE: 3/4"=1'-0" , - ~ 9"± ALL AROUND 1 1 /2" PVC DRAIN TO NEAREST SUMP );,, '-=-1 ~ SEE DETAIL A ON I DRAWING S-1 - I =---1 "x3/4" LOCKSTOP MASTIC '. 1 : WATERSTOP BY GREENSTREAK OR EQUAL. NOTES: ! CONTINUOUS ALL AROUND I -DETAIL /A'\ 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCE OF WORK. 2. REFER TO DWG M-6 FOR DEMOLITION OF THE EXISTING PUMP STATION TOP SLAB AND SIDE WALL REQUIREMENTS. NO SCALE GENERAL G1 APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, WHICH SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES ARE MORE RESTRICTIVE. G2 DIMENSIONS STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. G3 PROVISIONS FOR EQUIPMENT MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND EMBEDMENTS NOT SPECIFIED ON THE STRUCTURAL DRAWINGS BUT SPECIFIED ON OTHER CONTRACT DRAWINGS SHALL BE PROVIDED PRIOR TO CASTING CONCRE1E G4 CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION BY BRACING AND BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. G5 DESIGN LIVE LOADS A. FLOOR AREAS: (1) OPERATING FLOORS (FLOORS ON WHICH MACHINERY MAY BE DI SASS EM BLED) -150 PSF (2) ENGINE OR MOTOR ROOM -250 PSF (3) SIDEWALKS -250 PSF (TRAFFIC AREA) (4) UNLOADING AREAS - 2 1/2 TON TRUCK OR 100 PSF (5) TRUCK TRAFFIC AREAS -H-20 LOADING (6) OTHER AREAS -100 PSF B. GRATINGS, CHECKERED PLATES, AND HATCHES -SAME LOADINGS AS ADJACENT FLOOR AREAS C. STAIRS -100 PSF D. ROOF -20 PSF E. WIND -BASIC WIND SPEED =70 MPH, EXPOSURE = C, II = 1.0 F. SEISMIC LOADING -ZONE 4-UNIFORM BUILDING CODE, Ii = 1.0 G6 DRAINAGE SURFACES SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. 1/4" PER FOOT UNLESS OTHERWISE SPECIFIED. G7 FLOOR DRAINS SEE MECHANICAL DRAWINGS FOR SIZES AND TYPES. SLOPE SHALL BE CONCRETE C1 APPLICABLE CODE CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE (ACl-316). C2 REINFORCING STEEL DETAILS UNLESS OTHERWISE SPECIFIED, DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACl-315), LATEST EDITION. FLAME OR TORCHES ARE NOT TO BE USED FOR ON-SITE COATING OF REINFORCING STEEL. C3 DESIGN STRESSES A. CONCRETE, fc'=4,000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS, AND AS OTHERWISE SPECIFIED (TYPE V CEMENT) B. REINFORCING STEEL ASTM A615, GRADE 60. C4 CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER. A. CONCRETE CAST AGAINST EARTH -3" 8. CONCRETE TO BE IN CONTACT WITH LIQUID - 2 1 /2" C. CONCRETE TO BE IN CONTACT WITH EARTH OR WEATHER. (1) BARS GREATER THAN #5 -2" (2) BARS #5 OR LESS - 1 1 /2" D. CONCRETE NOT TO BE EXPOSED TO GROUND, WEATHER, OR LIQUID. (1) BEAMS AND COLUMNS - 1 1/2" (2) SLABS, WALLS, AND JOISTS -3/4" C5 ADDED TOP STEEL IN SLABS WHERE BEAMS OR WALLS ARE PARALLEL TO MAIN REINFORCING IN SLAB, PROVIDE #4 @ 18" IN TOP OF SLAB NORMAL TO BEAM OR WALL. EXTEND BARS 2'-0" BEYOND FACE OF BEAM OR WALL. WHEN SLAB IS ON ONE SIDE ONLY, TERMINATE BARS WITH STANDARD HOOK ON OTHER SIDE OF BEAM OR WALL. C6 BAR LAP SPLICES DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. VERTICAL REINFORCING BAR SPLICES IN COLUMNS SHALL BE AS SPECIFIED ON THE DWGS; ALL OTHER BAR SPLICES SHALL BE LAPPED AS FOLLOWS UNLESS OTHERWISE SPECIFIED. BAR SIZE TOP BARS SPLICE OTHER BARS SPLICE #4 29" 22' #5 36" 26" 1/6 43" 31" #7 49" 39" #8 60" 45' #9 104" 80" THE LENGTH OF LAP SPLICES MAY BE MADE BY WELDING IN ACCORDANCE WITH THE DETAILS FOR REINFORCING STEEL SPLICE SHOWN ON DWGS AND WITH AWS SPEC D12.1. C7 RESTRICTED BAR ANCHORAGE IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED DUE TO THE LIMITED EXTENT OF THE ADJACENT CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS. CB SLOPING SLABS MONOLITHIC SLABS WITH TOPS THAT ARE SLOPED SIHALL HAVE BOTTOMS SLOPED THE SAME AMOUNT, MAINTAINING A UNIFORM SLAB THICKNESS, UNLESS OTHERWISE SHOWN. C9 GROUND SUPPORTED SLABS CONCRETE SLABS SUPPORTED BY GROUND, UNLESS OTHERWISE NOTED, SHALL BE 4" THICK REINFORCED WITH WWF 6 X 6 -W4 X W4 AT MID-DEPTH OF SLAB AND DOWELED ALONG THE EDGE OF THE SLAB TO ALL ADJACENT WALLS, COLUMNS AND FOUNDATIONS WITH #4 @ 15" THAT LAP 1'-0 WITH WWF AND EXTEND INTO WALLS, COLUMNS AND FOUNDATIONS AT LEAST 9"; IF SLAB IS DESIGNATED AS "ISOLATED SLAB" OMIT DOWELS AND SUBSTITUTE 3/8" THICK PREMOLDED JOINT FILLER TO ISOLATE THE SLAB FROM THE STRUCTURE . C10 CHAMFERS EXCEPT AS OTHERWISE REQUIRED, EXPOSED CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS, RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. MODIFICATION OF EXISTING CONCRETE M1 THE FOLLOWING NOTES ON MODIFICATION OF EXISTING CONCRETE ARE GENERAL AND APPLY TO THE ENTIRE PROJECT, UNLESS OTHERWISE SPECIFIED. M2 WHERE "TIE TO EXISTING STRUCTURE" IS INDICATED, CONTRACTOR SHALL STRAIGHTEN AND SANDBLAST DOWELS AND WELD OR SPLICE WITH NEW REINFORCEMENT AS SPECIFIED ON THE DRAWINGS. M3 EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE SHALL BE THOROUGHLY CLEANED BY SANDBLASTING AND COATED WITH EPOXY BONDING COMPOUND JUST PRIOR TO PLACEMENT OF NEW CONCRETE. M4 SURFACES EXPOSED TO VIEW SHALL BE NEATLY SAW CUT TO A DEPTH OF 1/2 INCH PRIOR TO REMOVING THE EXISTING CONCRETE. HIDDEN SURFACES SHALL RECEIVE A TOOLED JOINT BETWEEN NEW AND EXIST- ING CONCRETE. M5 DOWELS SHALL BE GROUTED BY COATING THE DRILLED HOLES AND DOWELS WITH EPOXY BONDING COMPOUND (15-30 MILS) AND INSERT- ING THE DOWELS INTO THE HOLES. EPOXY GROUT SHALL BE FORCED INTO HOLES TO FILL THE VOIDS. M6 WHERE WATERSTOP BETWEEN NEW AND EXISTING CONCRETE IS REQUIRED, CONTRACTOR SHALL CUT SUITABLE GROOVE IN THE EXISTING CONCRETE AND INSTALL WATERSTOP WITH EPOXY GROUT AND BONDING COMPOUND PRIOR TO CONCRETE WORK. ·,t;. M7 STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BY EXISTING STRUCTURES .SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR PRIOR TO CONCRETE WORK. MB WHERE PLUG EXISTING OPENING IS INDICATED, CONTRACTOR SHALL REMOVE ANY ATTACHED METALWORK AND CONCRETE CURBS OR PROJECTIONS, ROUGHEN AND KEY EXISTING CONCRETE, COAT WITH EPOXY BONDING COMPOUND, AND POUR NEW CONCRETE FLUSH WITH ADJACENT SURFACES. M9 NEW OPENINGS IN EXISTING CONCRETE SHALL BE CUT 2 INCHES OVER- SIZE, COATED WITH EPOXY BONDING COMPOUND, AND MORTAR FINISHED TO THE REQUIRED FINISH SIZE. M10 WHERE "REMOVE EXISTING K.0. WALL OR PLUG" IS INDICATED, CON- TRACTOR SHALL REMOVE ALL EXISTING MASONRY, CLEAN AND SAND- BLAST ALL CONTACT SURFACES AND REPAIR WALLS AND SLABS TO MATCH EXISTING WORK. (REPAIR SIMILAR TO M9 ABOVE.) M11 WHERE "PLUG OR K.O. WALL FOR FUTURE REMOVAL OR FUTURE EXTEN- SION" IS INDICATED, WALLS SHALL BE RECESSED WITH KEYED CON- STRUCTION JOINT AND COATED WITH BOND BREAKER BEFORE CONCRETE PLUG OR K.0. WALL IS CAST, UNLESS OTHERWISE SHOWN. STEEL S1 APPLICABLE CODES STEEL CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS AND STANDARDS PRESENTED IN THE LATEST EDITION OF AISC STEEL CONSTRUCTION MANUAL. S2 MATERIAL ALL STRUCTURAL SHAPES, BARS, PLATES AND SHEETS INDICATED ON THE DRAWINGS SHALL BE STEEL MEETING ASTM A-36 S3 WELDING WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. S4 ENCASED STEEL STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE GALVANIZED OR PAINTED AND SHALL HAVE CLEAN SURFACES FOR BONDING TD CONCRETE. S5 PAINTING STRUCTURAL STEEL SHALL BE PRIMED AND PAINTED IN ACCORDANCE WITH SPECIFICATIONS. RECORD DRAWING RECORD DRAWING 1 APPROVED MARINERS, CHINA COVE AND 62ND STREET ThisRecordDrawinghasbccnprcparcdbascdon 9/13/05 RECORD DRAWING 2 WASTEWATER PUMP STATION REHABILITATION information provided by others. PBS&J has not verified l-----f---+------------l---....l-ppi,iRINNrC1'1P>AAL,-;"ic1viv1Lli'i-ENJr.GININEITEi>"R-l--~C!(.H-;,l~N,!.,A~C!.:_O~V~E:.',P~U,;M~P~S~T~A~T,!..IO~N~-~S.'::Tc',,R~U~C~T~LJI_JRr"\A_I_I\L.J_l'I _ __J the accuracy and/or completeness of this information R.C.E. NO. 46214 andshallnotberesponsibleloranyumissionwhich DATE REHABILITATION PLAN, SECTION, AND NOTES may be incorporated herein as a result. DATE BY DESCRIPTION APP'D. DESIGNED DY DRAWN cs CITY OF NEWPORT BEACH S-5201-S Signed: _______ Date: __ _ REV1SIONS CHECKED DATE MR AUG 2005 PUBLIC WORKS DEPARTMENT SHEET 8 OF 35 ~--MANHOLE FRAME AND COVER 30" DIA CLEAR OPENING PER CITY OF NEWPORT BEACH STD-114-L EA WAY VERIFY SIZE & LOCATION W/ MECHANICAL CONTRACTOR HEX NUT AND 316 SST ANCHOR BOLTS SHALL BE MIN. SIZE SHOWN OR LONGER AS REQ'D BY EQUIP MANUF. ------- / 316 SST LEVELING NUT / 316 SST EQUIPMENT I) BASE 1-PROVIDE CLIP TO REMOVE 12" MIN 24" MAX UNLESS OTHERWISE NOTED ~--CONCRETE ADJUSTING RINGS AS REQUIRED D JOINT ~J #4@12" oc ROUGHENE 3/4" CHAM \ 3/4"± 1/4" GROUT f5 rn ~ rn 71------316 SST CENTER DRIP / ONE END OF CHAIN I Wz t:io fr'. -Ub zw a(/) u w (/) t-...J ~ (/) 0 fr'. c) :r: ~ wz fr'. <( a.::. ' 0 ' I o. In N fr'. 0 /~--CONCENTRIC CONE IF REQD BY SPECS II~ --~, ,--PRECAST CONCRETE REDUCING SLAB 96" TO 48", VERTICAL WALL OF ECCENTRIC CONE SHALL BE ON DOWNSTREAM SIDE OF MANHOLE. SHOWN ROTATED 90" FOR CLARITY. 4' -0" ',---.._, ....,.' __ D_IA ____ +.,,~~-RAVEN LINNING SYSTEM, SEE 6'-0" SPECIFICATION SECTION 09960 DIA 4 ' ~\ "' FER, TYP ( , ,\ \ "\ '=-' . • ' . ' • ..,. . ' . " . -• ' ...J "' . u . NOTES: fr'. / #12@12' ...J u / OC, TY • • ·; ' X ..,. <( ::. . <l • • • • • ' • •' . ' ' . . <lo . ' . . <l . • • 4 , 4• p ~<( -.-~~~~~~~~~~~~ < ;;j_ t-rn ,,,,~ CONCRETE EQUIPMENT ~ ~ ';;i! i_;l ~ < ~ 4. -. ' •• .. • BASE c, "' t-~ t0 t, • • = i: ·11-1---+---PVC SLEEVE OR ~ ;;; ~ rn;;; Ul ·< OTHERWISE FORMED AT <, co • 4 • • CONTRACTOR'S OPTION. ';l! °o.'l ~ .... ~;;; INSIDE DIA EQUALS ANCHOR t-'---"' ~...,, .J' • I • BOLT DIA. PLUS 2" ~ =~ <0-~ • ' 4 ; 1~-PLATE OR AS REQ'D TO co ::, -;;; ~ -•. 1 • KEEP VOID AROUND ;;; g§ -..,_ :r: -. 4 t ANCHOR BOLT .-e. t-fr'. ro'."" ~ _______ ,,_ -~ .,, . STRUCTURAL CONCRETE co: 0 ,~ u.. , -u. ,-.. -• , ' SLAB WHERE REQ' D I h'ri----------h....+---JOINT GASKETS, SEE SPECIFICATION SECTION 02710 CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR. MIX SHALL BE 560-C-3250 TYPE V. "-fr'. 'N fr'. fr'.'::, •' 0----#4 @ 6" MIN. 0 OO.,.... ~ u. -u. "--REINFORCING STEEL IJ...; -;:«)-I ___ _ 2. EQUIPMENT ANCHORAGE EMBEDMENTS ARE UNIQUE TO EACH PIECE OF EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE. <D 2· : a:, ,tj-I I • MIN .• I 3000 PSI MIN CONC BASE EQUIPMENT BASE NOTE: 316 SST ANCHOR BOLTS SHALL BE MIN. SIZE SHOWN OR LONGER AS REQUIRED BY EQUIPMENT MANUFACTURER. PRECAST CONCRETE MANHOLE (WETWELL) DETAIL DETAIL A NO SCALE NO SCALE M-10 PIPE UP1 TO .3"-4" 10"-12" DIA. 21/z" 6"-8" ANCHOR BOLT FOR EQUIPMENT C VAR DETAIL E NO SCALE M-1 WIDTH OF TRENCH "' ··,,D.li_.'l::.." " . ' . • .·. :-~--~ --~-·~. ~ . 0 ., SUPPORT ROD SEE TABLE X ' <( t') ::. ROD DIA. ROD 3/8" 1/2" 3/4" 1" MIN t: uf 3" 7/8" . /~INISHED FLOOR ;,. I ._ I -q •• ' 3" MIN CLR (TYP) ' ,(:"/ "i;i; . . (J •.• . ' . ,,,. / ~#4@2'-0" LAP AS REQUIRED (MIN 12") ' --· LENGTH 25" 31" 43" 48" JAMB NUT (MAX) ~ ... -PIPE SLEEVE W/ID 1/4" - . A .. GREATER THAN BOLT DIAM. EPOXY ADJUSTABLE CLEVIS GROUT TOLCO FIG. 1 F OR EQUAL NOTE: I l I .•• D -3 1/2" CONC CURB •• & .• I I CAST-IN-PLACE SCH 10 TYPE 316 SST PIPE SLEEVE FOR NEW CONC FLOOR 6" MIN (TYP) « »$( 8( ;;"~ ., c...--+-.,..,,.,-=,-i,---;-.--'-~--BOTTOM OF TRENCH \·'>«-.W~>: \'"<., .-, .,'x, \ 4-#4 CONTINUOUS FOR \ \ ~--3,00D PSI PIPE 36" ID & SMALLER \ \ CONCRETE 4-#6 CONTINUOUS FOR \ ~----#4@2'-0" PIPE LARGER THAN 36" __:, ALL PIPE SUPPORT COMPONENTS SHALL BE OF 316 SST CONSTRUCTION. PIPE PENETRATION Ri€1NFORCED CONCRETE ENCASEMENT OF PIPE PIPE HANGER DETAIL NO SCALE 1-BALL VALVE I CONSTRUCTION NOTES: 2 \ L ¾" AGGER. BASE II ~ PROFILE VIEW NO SCALE (i) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. DEVICE SHALL BE APPROVED BY THE CALIFORNIA DEPARTMENT OF HEAL TIH SERVICES. CALL THE CITY OF NEWPORT BEACH CROSS CONNECTION SPECIALIST FOR DEVICE INFORMATION AT (949)718-3412. @ CONCRETE PAD, WHERE INSTALLATION IS NOT WITIHIN A CONCRETE AREA (6" THICK). DETAIL NO SCALE 6" TYP 12" MINIMUM 18" MAXIMUM 0 ' ' ' • (= - FROM WATER METER 0 • 0 GENERAL NOTES: ' • 0 0 • " • 0 ' • PLAN VIEW NOTTO SCALE 2 0 ' • • ® " • 1. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED ABOVE GROUND, AND INSTALLED AS CLOSE AS PRACTICAL TO THE WATER METER AND SHALL BE INSTALLED IN A LOCATION THAT IS READILY ACCESSIBLE FOR TESTING AND MAINTENANCE AS APPROVED BY TIHE WATER DIVISION. BACKFLOW ANCHOR DEVICES SHALL NOT BE INSTALLED ON CITY PROPERTY. 2. IMMEDIATELY AFTER INSTALLATION, RELOCATION OR REPAIR, ALL BACKFLOW PREVENTION DEVICES SHALL BE TESTED BY A CERTIFIED TESTER APPROVED BY THE CITY. NO SERVICE SHALL BE TURNED ON UNTIL THE DEVICE IS TIESTIED AND CERTIFIED AFTIER INSTALLATION. 3. RISERS AND TUBING SHALL BE TYPE "K" RIGID COPPER AND ALL FITTINGS SHALL BE SOLDER-JOINT TYPE (OR THREADED BRASS) PER UNIFORM PLUMBING CODE. 4. STRAINER / HOSE BIB SHALL BE UPSTREAM BEFORE DEVICE. 5. CITY MAY REQUIRE AN APPROVED ENCLOSURE AROUND BACKFLOW IN SOME INSTANCES. • 0 REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE DETAIL D VAR o._ re: ' N - • ]_ ~l 1 4-1/2"¢ 316 SST / BOLTS W/ 316 SST / PLATE WASHERS. 90• BASE ELBOW ~ // DRILL BASE W/4-5/8"¢ ,E;:=~/ HOLES I / -1/2" 316 SST PL ~~' TO MATCH ELBOW INSULATING GASKET ----f:;:!:;;,'- OR TIEE BASE 4"¢ 316 SST SCH 40 PIPE FOR 8" 90" BASE ELBOW 2 1/2"11> 316 SST SCH 40 PIPE FOR 6" 90" BASE ELBOW ' A . =~ : 316 SST ANCHOR BOLTS ELEVATION 0 0 -1------+-Q 0 NOTE: ' \ ALL PIPE SUPPORT COMPONENTS SHALL BE OF 316 SST CONSTRUCTION. '--316 SST PL 3/4"x 12"x 1'-0" SECTION A-A DETAIL K NO SCALE M-1 DETAIL F NO SCALE VAR 316 SST ANCHOR BOLTS, SEE SPECS " X <( ::. 0 I-. L -------------------- -\ 1 UNISTRUT P2542-P2546 1 ELCON OR EQUAL \ PAINT TO MATCH WALL UNISTRUT P3200, \ '-316 SST NUT W/SPRING ELCEN 9000 OR EQUAL PAINT TO MATCH WALL \__·316 SST LOCK WASHER AND NUT, TYP MAX. ALLOW. LOAD AT MID POINT (L/2) L (IN) 12 LOAD (LBS) 1000 NOTE: ALL PIPE SUPPORT COMPONENTS SHALL BE OF 316 SST CONSTRUCT! ON. 18 24 650 500 PIPE SUPPORT DETAIL NO SCALE RECORD ORA WING 30 36 400 320 D CHANNEL CUT INTO MAIN CHANNEL FRAME AT EACH END WITH DEBRIS GASKET 316 SST SAFETY CHAIN (OPPOSITIE END) ~~, 316 SST SLAM LOCK -- 316 SST AU TOMA TIC HOLD OPEN ARM AND COVER RELEASE 316 SST SUPPORT SHELF DEPTIH VARIES WITH SIZE SIZE (WIDTH) 316 SST LIFTING MECHANISM WITH REINFORCED COMPOSITE TUBES AND ELECTROCOATED COMPRESSION SPRINGS ,-316 SST REMOVABLE / SQUARE KEY WRENCH I ~/==11"'.lllll ~~ I \LREMOVABLE PLUG SST PLATE COVER NEOPRENE BUMPER l~~~-1/4" DIAMOND 316 1"9-\;~i==,£111 r-FORGED ALUMINUM 0 I NOTE: HINGES WITIH STAINLESS STIEEL PINS 1/4" 316 SST CHANNEL FRAME 316 SST REMOVABLE ANCHOR 1-1 /2" DRAIN COUPLING WELDED UNDER FRAME FOR PIPE CONNECTION TO DRY WELL OR DISPOSAL SYSTEM ALL ACCESS HATCH COMPONENTS SHALL BE OF 316 SST CONSTRUCTION. DOUBLE LEAF ACCESS HATCH DETAIL H NO SCALE M-7 8" PVC VENT RISERhvc CAP-, 8 ROWS FOR 1 SPACED 1• TOTAL)-- 14 EQUALLY , (112 HOLES r,--T--I ;~c c. ;; o o 9 ' N CONCRETE S PAD PER PL LAB OR ANS~ . 8" PVC VEN VENTILATOR T PIPE TO • . . ; . • . . . ' . • ~ r 00 0 ~ 0 09 ,, ~ 000 ~ "' 0 00 * 0 00 00 0 0 00 00 0 0 00 100 0 -i-0 00: .. I I i' • . I I I "· • . I ~/ I ----- I I I I I I I I I I I I I I I I I ' , ' ' "' I -~ ;,. ' . . . . .. VENT RISER PERFORATION DETAIL M NO SCALE VAR . > l a. fr'. w z z 0 u w fr'. a:: a.oo a. u. :5 fr'. 0 .... -w • zOZ 2 _ww -fr'. > ' EPOXY GROUT CONCRETE WALL • 4 PIPE MODULAR MECHANICAL SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS, AS SPECIFIED PIPE PENETRATION DETAIL N NO SCALE VAR PIPE SIZE UP TO 72" ~--r-ABRICATED PIPE CLAMP (WIDTH & THICKNESS, SEE TABLE) PIPE UP TO 4" 6"&8" 10"&12" DIA CLAMP 1 ½"x1/( 2"x¼" 2"x3/s" SIZE ROD 112" ¼" 1 " DIA NOTE: PROVIDE INSULATION PROTECTION SHIELD, SIMILAR TO GRINNELL FIGURE 167, OR ELCEN FIGURE 219, WHERE PIPING IS INSULATIED. PIPE SUPPORT DETAIL NO SCALE RECORD DRAWING M-1 C-3585 RECORD DRAWING 1 APPROVED MARINERS, CHINA COVE AND 62ND STREET NO SCALE ThisRecordDrawinghasbeenpreparedbasedon 9/13/05 RECORD DRAWING 2 WASTEWATER PUMP STATION REHABILITATION information provided by others. PBS&J has not verified f--'.-:...._+--+-----------+---l----i'p>1>RWINCi'iilPPiAJLl'CiiilV1"L CEN"'G"'INICIEERn>-J-~..'...'....:""--'..='....'...'....'-'--'::.:..:...:.....::::.:..:::.:..._:::...!..'.....'..c~~:....:::::!...'..'....!!:::.:.=.'.~~~'....._-1 the accuracy sud/or completeness of this infom1ation R.C.E. NO. 46214 and shall not be responsible for any omission which DATE may be incorporated herein as a result. DATE BY DESCRIPTION APP'D. DESIGNED DRAWN DY CS Signed: Dale: -----------REVISIONS CHECKED DATE MR AUG 2005 MECHANICAL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET9 OF 35 ---PROPOSED NEW EASEMENT I I I I z O'. NEW MCC ENCLOSURE // 1 ----ELECTRICAL SERVICE 1 .. _,, /.\· SEE DRAWING A-1 , I PULL BOX / \, -_j. • 1 _, --\ -I I VENT RISER, SEE DETAIL M ---. _?-./~--- VENT RISER _ --· -/ \/ ON DRAWING M-1 __ ,-,--.·· \ SEE DETAIL M ON \ // c-\ /1 ~--SEE NOTE 3 .----1 DRAWING M-1----, / , ' / / I/ ./ .------, \ I J / -- / \_ -f-- 1 i/' ---'-EXISTING PCC \ \ FXISTING BRICK WALL~ SEE DETAIL J ON _ "-'· ___ -, S!lFWAI K-\ 1 1'' BACKFLOW PREVENTER \\ ~ •-L----~ ,1~r.\ ...--::_--:-=.:I--, : '\ DRAWING M-1------_-i ~~ --~ -<l\'' ~4 I \ r--; 1 -----~R/W-_:::: ~ :-\--: ::_::_ ~ ::_ ::_ ~ -----:_::_ -\\ \,\ S7-_. ~)'.\• _ ___\ \ \.-EXISTING PCC O 1" WATER SERVICE TAP \ \i;&.-_{ _.57....L-~ , 1 1 1 1 1 1 \ SIDEWALK, ! PER CNB STD-502_--:L_ ~-. '' , -'° ----':, 1 1 1 1 \ \ l -, i "'\. ~ -~ ': / \ : : : ; : \ co I ! lO' ·o I OJ - ·o I OJ •1• \ ~'--1111~11 I ! '1 . ·, \'<;:\,---'-:,,-I\.\ • ' < • •~ : I-~~_:.:'.-~! \j; I\ \ c '-----~~__:::-~--,---~ ,;• I -' ~ -~~ _...------\~ -\ II -r~---~~~-I ~ \, j~~~:~g PL.LBOX __1 1 1 \ '\ MARINERS PUMP STATION '1 ', \ ,,---CAP , SEE DWGS M-3 & M-4 _ • \ // 1\· s" w \II ,·0. )1 '\__EXISTING \\ . 4" A.C. FORCE MAIN POC ~-.. ,,... -_ ABANDONED IN PLACE I . .. ~. / I (BY CITY) \ \ '~ EXISTll'JG 6" A.C. FORCE fAAIN • 8" \/2P • I \~_Fi':... \.,.,.,,.-EXISTING \ \\ ---@--/ // \ G" llsLl I 1\ FORCE MAIN PIPING SEE DRAWING M-4 (BY CITY) ( BY CITY • I ~ II ' ~ TWO (2) AIR BLEED LINES £ ,.,..,..,✓ \ SEE DRAWING M-4 \ -/ . I i' ,cl' \ I \ I 4-2:.-· \ \, \ ~-, -\ \\ \ '-..\"'-"----~XISTING 1 \ I 16•-_Q"._ .:--'---rl)YCIT0 \ 4e"0 SEWER MAN-WLE , -wo ~/>.P \ I 1-uMffsOf~!-ID -\/___,----48"x36" TRAFFIC RA TED \ MARINERS I \ \ ""//,---SEE DRAWING M-4 . , S T E E T \ r-----1 //\ PRECAST CONCRETE VAULT \ I \ ·, I \ \ • \ \ \ \ \ L ___ J .l ----- -' EDGE OF CURB ~'-... \.. _ __ __ _ --,i~, -1 \ • -~ .!.. MARINERS PUMP STATION -SITE PLAN SCALE: 1''=5'-0" RECORD DRAWING This Record Drawing has been prepared based on information provided hy others. PRS&.1 has not verified the accuracy and/or completeness of this information and sha11 not be responsible for any omission which may be incorporated herein as a result. Signed: _______ Date: __ _ 9/13/05 DATE BY (!) z 5 <( Cl.. "' :::: (!) z :,:: u z w ~ "' D L,__ 24" MIN WIDTH TRENCH THRU A.C SECTION <..? z :,: <.) z w "' >-- "' D L,__ 0 z > <( 0.. "' D L,__ EX. PAVEMENT\ >--::, >--:::, [;.'. ~ ~ ;-JOIN FLUSH ~ II ~ / / EX. PAVEMENT \ ~ <( V) <C "' 5' MIN. ROADWAY UTILITY TRENCH DETAIL NTS NOTES 1. TRENCH WIDTH SHALL BE 0.D.+ 12" MINIMUM, OR O.D.+ 20" MAXIMUM INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3 EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3. WHEN THE MAXIMUM TRENCH 'MOTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWING WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT: (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE- SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5. ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. (B) APPLY TACT COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. CONSTRUCTION NOTES: @ REMOVE AND RECONSTRUCT BRICKS . @ GRIND EXISTING PAVEMENT 2" AND REPAVE WITH 2" AC REMOVE EXISTING AND RECONSTRUCT 4" PCC PAVEMENT PER CNB STD-180-L. NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS LAYOUTS AND REQUIREMENTS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCING OF WORK. 3. CONTRACTOR SHALL CUT AND EXCAVATE EXISTING HILL AND PORTION OF THE BRICK WALL TO ACCOMMODATE NEW MCC ENCLOSURE AS SHOWN. 4. REFER TO DRAWING M-4 FOR DETAIL DESCRIPTION ON MATERIAL OF CONSTRUCTION FOR FORCEMAIN. 5. ALL TRENCH RESURFACING SHALL FOLLOW ROADWAY UTILITY TRENCH DETAIL SHOWN ON DRAWING M-2. RECORD DRAWING M-2 C-3585 RECORD DRAWING 1 APPROVED MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION RECORD DRAWING 2 DESCRIPTION REVISIONS PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 MARINERS PUMP STATION SITE AND YARD PIPING PLAN S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 35 I ! I 1 I i \ ,I I , - EXISTING VENT SEE NOTE 11 \ \ -\ \ . ·1~~. ~~~- s'. E NOTE 7 --ii ii1' l 11 • I .• SEE NOTE 5 ! \ ( ) • ,f----SElE NOTE 10 ~ -i . • ~ • / ~ ~ SEE NOTE 4 _/ SEE NOTE 6 4 MARINERS PUMP STATION -DEMOLITION PLAN SCALE: 3/8"=1'-0" SEE NOTE SECTION 1 SCALE: 3/8"=1'-0" M-3 DEMOLITION NOTES: 1. EXISTING PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS LIGHT-LINED OR SCREENED. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HEAVY-LINED. 2. CONTRACTOR SHALL FIELD SURVEY PIPE ALIGNMENTS PRIOR TO PREPARING SHOP DRAWINGS. IDENTIFY ANY CONFLICTS BETWEEN SUGGESTED ALIGNMENT SHOWN IN THE PLAN. SUBMIT CONTRACTOR'S PROPOSED SOLUTION TO RESOLVING CONFLICTS, IN ADVANCE OF SUBMITTING SHOP DRAWINGS. CONTRACTOR SHALL POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. 3. AT CONNECTIONS TO EXISTING PIPING, CONTRACTOR SHALL HAVE THE OPTION TO: a. REPLACE PIPING BACK TO NEAREST FITTING. b. USE SLEEVE COUPLINGS OR FLANGE COUPLING ADAPTERS {RESTRAINED ON PRESSURE LINES) c. USE FLANGED END (EXPOSED PIPING) AND PUSH-ON OR MECHANICAL JOINT ENDS {BURIED PIPING) THAT MATCH WITH EXISTING PIPING MATERIAL AND PRESSURE CLASS AND JOINTS. 4. CUT AND REMOVE EXISTING 4" FORCEMAIN PIPING, FITTINGS, VALVES, VALVE BOX, CONCRETE THRUST BLOCKS AND /1.PPURTENANCES AS SHOWN. CONNECT TO NEW 4" FORCEMAIN AS SHOWN ON DRAWING M-4. 5. CAP EXISTING 6" AC FORCEMAIN OPENING WITH NONMETALLIC GROUT OR CONCRETE SLURRY. 6. CUT AND REMOVE EXISTING GALVANIZED STEEL LADDER, WALKWAY PLATFORM, HANDRAILING AND MISCELLANEOUS APPURTENANCES AS SHOWN. ALL REMOVAL HOLES TO BE PATCHED. 7. REMOVE EXISTING BLIND FLANGE AND CONNECT TO NEW PIPING AS SHOWN ON DWG M-4. 8. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS DEMOLITION REQUIREMENTS. 9. REMOVE ALL EXISTING ANCHOR BOLTS, ROUGHEN AND KEY EXISTING CONCRETE SURFACE. PATCH WITH EPOXY GROUT TO FLUSH WITH ADJACENT CONCRETE SURFACE. PAINT ALL SURFACES REPAIRED TO MATCH EXITSING SURFACE. 10. REMOVE 4" PIPE, FITTINGS AND VALVES AS SHOWN. REFER TO DWG M-4 FOR NEW PIPING CONNECTION. 11. CUT AND REMOVE EXISTING DUCTWORK AND REUSE EXISTING EXHAUST FAN. INSTALL NEW 8" DUCTWORK AS SHOWN ON DRAWING M4. I, I --.. I --J --·: ■ RECORD DRA WlNCi This Record Drawing has been prepared based on infonnation provided by others. PRS&J has nnt verified the accuracy and/or completeness of this information and shall not he responsihle ror any omission which may he incorporated herein as a result. Signed: Date: --------- 9/13/05 DATE BY ; ___ 'i ,·,),\·;' • I ---,-_·-. ,: ,-. - SECTION SCALE: 3/8"=1'-0" RECORD DRAWING 1 RECORD DRAWING 2 DESCRIPTION REVISIONS ~- ---SEE NOTE 6 I I I .... --I APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 RECORD DRAWING M-3 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION MARINERS PUMP STATION DEMOLITION PLAN AND SECTIONS CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET11 OF 35 i ;'' 1f-' .'·•I: ,! -: r .t-!_II! __ ! -':! -, EXHAUST FAN I 1 '-6..._,_., MARIN[R i PUMP NCJ. ~ P-1001 I II I I~~ : l ..... ,111' ~ ~.~ t---rl:t@ , -7(--@I ~ @ ~ VENT RISER, TYP ...., SEE DETAIL M ON DRAWING M-1 I ~ I I L ___ --- MARINER PUMP NO. 2 I P-1001 I , OJ I ..., i-' -i LL i , I' : i •' PClC-' ! ____, ' ---~ :- I i60 H-/~ : : I +--f--'.--@ ' ' 7--, - , <O 2'± (2) 1" CONDUITS: ~ CONDUIT #111 & #112 '-'..:7/ ,~ (LE-01 & LSH-01) /, 1/;."" CONCRETE ENCASED /' -RED SLURRY~ / / .._, -,-----· @....,.._' ·--~ /, , ~ , _________ -,:;Z:.. ______ _ ' -------' ,----------1-------- \ __ 4" FORCE MAIN 114 / (§y POC MARINERS PUMP STATION -DEMOLITION PLAN SCALE: 1 /2" =1 '-0" rTAPPRox. 10'-o" / -FLOAT SWITCH SEE DETAIL 1 F ON DRAWING E-17 II -ULTRASONIC TRANSDUCER fio2I 1 / . . . // SEE DETAIL E ON DRAWING E-17 //\'..".;I ',1· 1' 6" 0 1% MIN 114 -H , 0 I ;i. ~~ -SCHED 80 PVC O-f---3/4"¢ TYPICAL 116 t , , r . I, , I ) , -CONDUll; , I '; I PENETRATION/ / I HEIGHT / 1--.,--· -_cJ_j_ -~ r{\ HIGH WATER ALARM I T,;'.i\~' V I I J PUMP 1 ON "' , ' ' ~i ~i ~~ 7+---"---_ I ;i. .=v l"1 " 1 Ir! 1., 1 ,,' I; PUMP 1 & 2 OFF , 1 SECTION SCALE: 1 /2"=1'-0" MATERIAL LIST 2 EACH 2 EACH 1 EACH 1 EACH 1 /2" PLATE GALV. 6"x6" 2" PIPE x 3" GALV. 1 1 /2" SCHE 80 PIPE GALV. 1/2"x3" SST BOLT AND NUT ,-1/2"¢ i-+------<oADDLE 2" PIPE LENGTH 3" GALVANIZED GUSSET 3/8 PLATE GALVANIZED ' / LENGTH ACCORDING TO APPLICA TlON , 0 I N -H <O I ! AGGREGATE 0 0 1----1/2"0 3/8" E/C 5/8" /2" PLATE GALVANIZED E/C I l I I '---1 1 /2 SCHE 80 PIPE GALVANIZED WALL BRACKET (2 EACH REQUIRED) RIGGING BAR PUMP STATION RIGGING BAR DETAIL NO SCALE ~, ~-::5,........, ___ ~ ~== ---== ...>ic;.. BASE~ ~C~ C_J 4' -0" PIPE APPROXIMATE DIAMETER (INCH) LENGTIH (LF) 4" DI 20 4" PVC 40 8" PVC 25 RECORD DRAWING This Record Drawing has been prepared based on information provided hy others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: _______ Date: __ _ 6'-6"± \ RECORD DRAWING 1 9/13/05 RECORD DRAWING 2 DATE BY DESCRIPTION REvlSIONS CONSTRUCTION NOTES: @-INSTALL 48"x36" TRAFFIC RATED PRECAST CONCRETE VAULT COATED INSIDE & OUTSIDE WITH 80 MILS EPOXY. @--INSTALL 48"x36" SST SINGLE-LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED . @--INSTALL 12" DIA SUMP WITH STAINLESS STEEL RING, GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. ~ STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING l!::;:r FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. @--INSTALL 4--INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @--INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SDR 17 FOR BURIED SERVICE. @---1NSTALL 4-INCH DI TEE (FLGxFLGxFLG). @--1NSTALL 4-INCH go· DI ELBOW (FLGxFLG). @--INSTALL 4-INCH YELOMINE PVC, CERTA-LOK TAPPED COUPLING @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK FLANGE ADAPTER @--INSTALL 4-INCH YELOMINE PVC, CERTA-LOK TEE @---INSTALL 4-INCH YELOMINE PVC, CERTA-LOK 45" SWEEP BEND @--1NSTALL 4-INCH TAPPED FLANGE WITH 4-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @--INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 80 @--INSTALL 8-INCH 90" PVC SCHE 80 ELBOW @-INSTALL VICTAULIC COUPLING. @--INSTALL FLANGE COUPLING ADAPTER. §-1NSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. @-CAP OPENING WITH CONCRETE SLURRY. @--INSTALL 4-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @--INSTALL 6-INCH SWING CHECK VALVE, KENNEDY #1 D6 LS FLANGE TO FLANGE STANDARD COATING. @--INSTALL 4-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. @-INSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L @--INSTALL EXTENSION STEM, BONNET AND VALVE BOX. @--PIPE HANGER, SEE DETAIL B ON DRAWING M-1. @--EQUIPMENT BASE, SEE DETAIL C ON DRAWING M--1. @--INSTALL VAULT LADDER, PER IRVINE RANCH WATER DISTRICT STANDARD DRAWING G-4. @--INSTALL 8-INCH VENT AND CONNECT TO EXISTING VENT PIPES. @--PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1. @--PIPE SUPPORT, SEE DETAIL P ON DRAWING M--1. ~FAB. & INSTALL RESTRAINING BRACKET BOLT TO WALL @ 90" --------------------' --;: : __ i -----;-- EL 41.42 MARINER PUMP NO. 2 I P-1001 ! SECTION 2 SCALE: 1/2"=1'-0" M-4 r -! - l----i--+--1167 , <O I N I ' ~-LADDER TO BE ====" 2" CLEAR OF FLOOR RECORD DRAWING M-4 C-3585 APPROVED MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 MARINERS PUMP STATION PLAN AND SECTIONS S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF 35 SAND SAND W/\.TER •• FOUNTAIN 1" WATER SERVICE TAP SDMH GAS ,1ETER " L ,, < I < ' ' <' '~ PER CNB STD-502-L --++---~ L 1" BACKFLOW PREVENTER SEE DETAIL J ON DRAWING M-1 NEW BRICK MOW STRIP I ' ' ' ' . ' 4' -0., < NEW WALK 4' WIDE _ ___c_-+-------<1 ' < < F--1 CONC ~, ,, PLANTING AREA ' <Ci I N ASPH ~/ ~SEE DRAWING C-2 r-·- I I I I I I I I I I I \ I I L_ I BYPASS VALVE VAULT / / ~~t~R;,~Y~G~u~~s s1A ~<:_N7 I I I I I I I I I I ~ /A A /'I- AA ~~_/l. PLANTiNG AREA ' ---' i' c.c ~ ''li="ii=, •• t ~ -:~" :~'---;~-:[ ! <D I N SEE DRAWi NG M - 7 __J f--++-'-',-----',--+-4___c_---"------,-+-,____.,~---:--e--'--!c-'-,--I-I < j I I '---~ EXISTING WATER SEE NOTE 4 4.• ---;;,;Q" f WATER METER ' ' -~ ' ' N-:·_ ·. :., .---"' '' ' > I' ! " ___ ,I , - ' --, -.. -i ,, ' J _-,I_ I Jr ,' -' ' . ,1 · , - ! . ::· FOUNTAN ! I ,, I LAN DSC.A.PE/ LIGHT 8" P;\L\1S i I I I I I I I SITE PA PLAN SCALE: 1/4" = 1'-0" ' I I ' I FERNLEAF AVENUE BRICK SET IN MORTAR IN BASKET WEAVE PATTERN WITH SOILDER ROW BORDER OVER 4" CONCRETE SUBBASE REINFORCED WITH #3 REBAR 2D" O.C. IN BOTH DIRECTIONS FINISH GRADE OF BRICK TO BE LEVEL WITH EXISTING STONE. I \ EXIST. STONE 1/ REMOVE ALL EXISTING PLANTS -~ EXIST. STONE ' _-------------------~ -- ~ CONSTRUCTION NOTES: REMOVE EXISTING AND CONSTRUCT 4" PCC PAVEMENT PER CNB STD-180-L. REMOVE EXISTING PCC MOWSTRIP (§) @ e REMOVE EXISTING AND CONSTRUCT 6" PCC PAVEMENT. REMOVE EXISTING PCC PAVEMENT AND PLANT SOD. MODIFY EXISTING IRRIGATION SYSTEM TO PROVIDE COVERAGE. WATER rlllcR CONSTRUCT PCC MOWSTRIP PER DETAIL C ON DRAWING M-5. CONSTRUCT ROCK PAVEMENT. USE BANQUET CANYON ROCK TO MATCH EXISTING. CONTACT THE CITY OF NEWPORT BEACH FOR INFORMATION REGARDING PURCHASING AND ESTIMATING ROCK. REMOVE EXISTING BLOCK WALL. REPAIR EXISTING WALL AT CUT END. REMOVE EXISTING AND CONSTRUCT TYPE 83 6" PCC MOUNTABLE CURB AND GUTTER PER APWA STANDARD PLAN 121-1. NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS LAYOUTS AND REQUIREMENTS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCING OF WORK. 3. REFER TO DRAWING M-7 FOR DETAILED DESCRIPTiot~ OF MATERIAL FOR CONSTRUCTION OF FORCEMAIN. 4. CONTIRACTOR SHALL POTHOLE TO VERIFY EXISTING WATERLINE SIZE AND LOCATION. RECORD DRAWING RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein a, a resull. Signed: _______ Date: __ _ 9/13/05 DATE RECORD DRAWING 2 BY DESCRIPTION REVISIONS R=½" NOTE: PROVIDE SCORE LINE EVERY 4' O.C. DETAIL C -PCC MOWSTRIP N.T.S. APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 RECORD DRAWING c-~s~s MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION SITE AND YARD PIPING PLAN S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 13 OF 35 RELOCATE BENCH PER CITY OF NEWPORT ,-i:; -! ~····· ' ' ,,,·,.~ v,;· '' ~ ~ BEACH INPUT -------i --! ' .~ I . I I , \ ! SEE NOTE 9 _J SEE NOTE 4 SEE N9TE 5 REMOVE EXISiflNG ~z~c~1~~~ CfNE CHINA COVE PUMP STATION -ENLARGED PLAN SCALE: 1 /2"=1'-0" / \ !-: i ; i ' ' DEMOLITION NOTES: 1. EXISTING PIPING EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS LIGHT-LINED OR SCREENED. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HEAVY-LINED. 2. CONTRACTOR SHALL FIELD SURVEY PIPE ALIGNMENTS PRIOR TO PREPARING SHOP DRAWINGS. IDENTIFY ANY CONFLICTS BETWEEN SECTION 1 SCALE: 1/2"=1'-0" M-7 SUGGESTED ALIGNMENT SHOWN IN THE PLANS. SUBMIT CONTRACTOR'S PROPOSED SOLUTION TO RESOLVING CONFLICTS, IN ADVANCE OF SUBMITTING SHOP DRAWINGS. CONTRACTOR SHALL POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. 3. AT CONNECTIONS TO EXISTING PIPING, CONTRACTOR SHALL HAVE THE OPTION TO: a. REPLACE PIPING BACK TO NEAREST FITTING. b. USE SLEEVE COUPLINGS OR FLANGE COUPLING ADAPTERS (RESTRAINED ON PRESSURE LINES) c. USE FLANGED END (EXPOSED PIPING) AND PUSH-ON OR MECHANICAL JOINT ENDS (BURIED PIPING) THAT MATCH WITH EXISTING PIPING MATERIAL, PRESSURE CLASS AND JOINTS. 4. CUT AND REMOVE EXISTING 4" FORCEMAIN PIPING, FITTINGS, VALVES, SUPPORTS AND APPURTENANCES AS SHOWN. CONNECT TO NEW 4" FORCEMAIN AS SHOWN ON DRAWING M-7. 5. REMOVE EXISTING DRY PIT SEWAGE PUMP, CONCRETE PAD, INLET PIPING SUPPORTS, VALVES AND ASSOCIATED APPURTENANCES AS SHOWN. 6. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS DEMOLITION REQUIREMENTS. 7. REMOVE ALL EXISTING ANCHOR BOLTS, ROUGHEN AND KEY EXISTING CONCRETE SURFACE. PATCH WITH EPOXY GROUT TO FLUSH WITH ADJACENT CONCRETE SURFACE. 8. CUT AND REMOVE EXISTING ACCESS HATCH AND APPURTENANCES AS SHOWN. 9. CONTIRACTOR SHALL CUT AND REMOVE EXISTING VENT PIPE AS SHOWN, CONNECT TO NEW VENT PIPE AS SHOWN ON DRAWING M-7. RECORD DRAWING This Record Drawing has been prepared based on infonnation provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ RECORD DRAWING 1 9/13/05 RECORD DRAWING 2 DATE BY DESCRIPTION REVISIONS APPROVED PRINCIPAL CIVIL ENGINEER R.CE NO. 46214 DATE APP'D. DESIGNED DRAWN DY cs CHECKED DATE f.lR AUG 2005 RECORD DRAWING M-6 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION DEMOLITION PLAN AND SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 14 OF 35 f I I i I I I I I I I I I "I I i VENT RISER, TYP SEE DETAIL M ON DRAWING M-1 : : -~"" SAFETY R 1 1~ERS ~ \\ II , ~ 11 EL 9.99 ~@ \ Q__ 7~D_Q__ r - FOR [__ CONTINUATION SEE DWG M-5 EXHAUST FAN I EF-1 r---- PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1 ' I ' ! / 1-----i 167 CHINA COVE PUMP NO. 1 ! P-1001 I SECTION SCALE: 1 /2"=1 '-0" i- f ' ' • •.' /+----RELOCATE EXISTING ~ WATER METER PER CITY OF NEWPORT BEACH INPUT /: -1---r@ SEE DRAWING S1 FOR EXISTING PUMP STATION STRUCTLRAL REHABILITATION PLAN :'-' ' ' 0 I "' -1---r ~ ,_--i--,112 107 CHINA COVE PUMP STATION -PLAN SCALE: 1/2"=1'-0" ; 1~---SEE DRAWING S1 FOR EXISTING PUMP STATION STRUCTURAL REHABILITATION PLAN J -,--- f·--'---' ' ' c;: -H f2 ;: ~ <O lo • -...J 0 r<J W I r;: "' • 0 I N -H ' <D I EL 6.00 AGGREGATE BASE 51-611 SECTION 3 SCALE: 1 /2"=1 '-0" M-7 = 11 11 11 11 11 11 -DOUBLE LEAF ACCESS II / HATCH, SEE DETAIL M II / ON DRAWING M-1 r,\_ULTRASONIC f, , TRANSDUCER SEE DETAIL C 0 ', DRAWING E-17 • EXHAUST FAN I EF-1 1-./ CHINA COVE PUMP NO. 2 P-1002 FLOAT SWITCH SEE DETAIL F ON DRAWING E-17. HIGH WATER ALARM EL 3.50 ---"-' __ P_U_MP 2 ON ~ EL 2.54 CHINA COVE PUMP NO. 1 I P-1001 I @ ~~ PUMP 1 ON EL 1.12 , , ~ PUMP 1 & 2 OFFr f I!!!'!) EL -0.54 Lt 14~ p:c:'J!c~~---J +-+-'~I I k-L ' >---SEE DRAWING S-1 FOR EXISTING PUMP STATION STRUCTURAL REHABILITATION PIPE DIAMETER (INCH) 4" DI 4" PVC 6" PVC ' I \ ' 77 -~ ~ -F=•· J¼_J\;:=~~~~~d-2§-%~M~J_N~ \\~ l EL _-0.42~ L/ \\\--03 @/ \\ \ \ ---SUBMERSIBLE PUMP & -SPOC '-GROUT LIFTING MECHANISM SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS * VENT PIPES NOT SHOWN ON THIS SECTION SECTION 1 SCALE: 1/2"=1'-0" M-7 CONSTRUCTION NOTES: @-INSTALL 12" DIA SUMP WITH STAINLESS STEEL RING, GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. @-INSTALL 42"x66" 316 SST DOUBLE LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOAD RATED. r.;:;;;,. STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING ~ FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. ©-INSTALL 48"x72" TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS RAVEN EPOXY W/ FIBERGLASS REINFORCEMENT. @--INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. §-INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SDR 17 FOR BURIED SERVICE. @--INSTALL 4-INCH DI TEE (FLGxFLGxFLG). @--INSTALL 4-INCH 90' DI ELBOW (FLGxFLG). @-INSTALL 4-INCH YELOMINE PVC, GERTA-LOK FLANGE ADAPTER @--INSTALL 4-INCH YELOMINE PVC, GERTA-LOK 45' SWEEP BEND @--INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @--INSTALL 8"x6" DI REDUCER (FLGxFLG). @--INSTALL 4-INCH YELLOMINE PVC, GERTA-LOK 45' ELLS ~ INSTALL VICTAULIC COUPLING. 0--INSTALL FLANGE COUPLING ADAPTER. @--INSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. @--INSTALL 4-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @--INSTALL 4-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONG. WALL PENETRATION. ~ INSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L. @-EQUIPMENT BASE, SEE DETAIL C ON DRAWING M-1. ~ INSTALL VAULT LADDER, PER IRVINE RANCH WATER DISTRICT STANDARD DRAWING G-4. @,--PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1 . ACCESS HATCH OPENING TOP GUIDE BRACKET 316 SST TOP GUIDE SUPPORT • L4x3x3.75, SEE NOTE 2 _/ / / / / / < ,/ . / ~OC DISCHARGE < '· DISCHARGE PIPE,• SEE NOTE 2 .... '· .... .... '· ELBOW • INTERMEDIATE BRACKET PIPE SPACER KIT DISCHARGE PIPE • ~JOTES: 1. ALL SLIDE RAIL SYSTEM ASSEMBLES SHALL BE PROVIDED BY THE PUMP MANUFACTURE AS PART OF THE PACKAGE SYSTEM. 2. *-THE ITEM INDICATED SHALL BE PROVIDE BY THE CONTRACTOR. APPROXIMATE LENGTH (LF) 5 12 35 ).._ / ... / .... .... ·, '· ... .... " '· LIFTING CABLE SUBMERSIBLE MOTOR CLAW LIFTING HOOK AGIVENT VOLUTE ',, NAME PLATE SLIDE RAIL CLAW SLIDE RAIL FACE SLIDE FACE 0-RING GUIDE PIPE SLIDE RAIL BASE ~ PIPE SUPPORT, SEE DETAIL P ON DRAWING M-1. @---INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. DETAIL A USE PVC SCHE 80 @-INSTALL 6-INCH 90' PVC SCHE 80 ELBOW RECORD ORA WING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the 8ccuracy cmd/or completene8~ ofthii:; information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: _______ Date: __ _ RECORD DRAWING 1 9/13/05 RECORD DRAWING 2 DATE BY DESCRIPTION REVISIONS NO SCALE APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 M-7 RECORD DRAWING M-7 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION PLAN AND SECTIONS S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 15 OF 35 ... > VARIES " 0 o" c.f. ~~, ,,. u.: u -'X-----; 0 oo .-----x----[~~ -9 THREADED CAP IN ATT YARD (FOR PUMPING POOL) 'o ¢>-P-TRAP BOX I I "---------j llJ -x r-----X------ - I O ~ REMOVE & REROUTE DRAIN I o o / THRU CURB AS SHOWN ==r=::==r:===r===i===r::==~====~==::r:===r===:::r:::::==r.:::.:.=i~l __ ~__:::-:.;:-::i::::-~---- 4" PVC DRAIN ' ,' /"_/ .;; ' ' ' I -----1.-~/., ?/:, • . , . , -::.:·=--=--====:;========================;::=============.:===========-~-~l-==--::::::-;;_·;.::::::·-::.:-=--=-.;,· ,,,~~'---', • • , ~ ~i:+r· • / / -rc; / '-C '( • ; ~ -@)--/'' NEW YELLOW SKIP STRIPE~ \ I • .. I ,,,, • , •• · X: / 212 6" PVC 2% FAL 1 // / ST 406-L -1--------t \~ 4,, PVC DRAI ' <', X "( A=500 SF • .;, ~ NEW BYPASS <,' _ ~ VALVE VAULT \ NEW AC REMOVE ND 202 RECONSTR CT 36LFTYEA CURB AN GUTTER NEW 36" DIA MANHOLE FOR TEMP CNB SID-401-L-, \ 8.33% MAX ·½ < ½ ,,,,,.-:: ½ I I ½ I ,,'// I ,. X I • .. // I -~ z I . ½ I .:X' ::•j 8.33% MAX / 1" AIR BLEED· / / LINE PVC SCH f / 80 PIPE -- EW 611 .,,,. PVC SEWEW; /; / / ,, ,s, / ,; Cl ...._,_ / 'I ~POC 11.---1-J---*£__ ~ I ..-tt--' \ \ ~ ') 1 ••• R~MOVE AND / -1-1-----\-- \ \ NEW 6' DIA \ MANHOLE"'-'\ \ \ 211 RECONSTRUCT \"' / 1 D LF PCC CU RB \ 1 AND GUTTER ;\ "', I \ \_ I I I I I I I / / ' 5'-0" ------------------------------------------------------ \\ GRDD\o1NG (TYP) VARIABLE HEIGHT RETAINING CURB (O" TD 6") 7' '-.__.,. EXISTING SIDEWALK (TYP) --------..._ 8.33% MAX. AT CURB (TYP) \--~--------'=====:t:±;z~, '-CURB, PAINTED RED 8.33% MAX ,/ 8.33% MAX_/ \ \ CURB, PAINTED RED -~ NEW AC 62ND ST PUMP STATION -SITE PLAN SCALE: 1 "=5' -0" DETAIL A -CURB ACCESS RAMP N.T.S. \\ \ / \\ \ \\ RECORD DRAWING -✓-/✓ /,,,./ .• \ \ \ \\ \ ' _.,.,,.,,~ ,,/,/ / CONSTRUCTION NOTES: @ @ @ @) @) REMOVE EXISTING AND CONSTRUCT TYPE A PCC CURB AND GUTTIER (6")PER CNB STD-182-L. REMOVE EXISTING AND CONSTRUCT 4" PCC PAVEMENT PER CNB STD-180-L. SAWCUT AND REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL A ON DRAWING M-8. REMOVE EXISTING AND GUTTER PER DETAIL B REMOVE EXISTING AND CONSTRUCT 12" PCC CURB AND ON DRAWING MB. CONSTRUCT 6" PCC PAVEMENT. CONSTRUCT TYPE B 6" PCC CURB PER CNB STD-182-L. NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS LAYOUTS AND REQUIREMENTS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCING OF WORK. 3. REFER TO DRAWING M-10 FOR DETAILED DESCRIPTION OF MATERIALS OF CONSTRUCTION FOR FORCEMAIN AND SEWER. 4. ALL TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH ROADWAY UTILITY TRENCH DETAIL SHOWN ON DRAWING M-2. \ () 0 RECORD DRAWING c-~i~s RECORD DRAWING 1 APPROVED MARINERS, CHINA COVE AND 62ND STREET This Record Drawing has been prepared based on 9/13/05 RECORD DRAWING 2 WASTEWATER PUMP STATION REHABILITATION information provided by others. PBS&J has not verified i-:-,c_:_c_:_:+-+-:..:..:..:_:_:_:.:_~.:.:.::,:..:..:._-=----+---1----;;p;;;;Rl'"NC'"IP"A'L ,s;Cl'"Vl'L nEN:;;;G:;;:;IN□EE,;,R-·l---..!..!..'~:..'_l::~~~~~.!'..'_~_l_!::'~~~~~'::!_l_l::.'_l_~~_l_'!__ _ _J the accuracy and/or completene.ss of this information R.C.E. NO. 46214 62ND ST. PUMP STATION and shall nol be responsible for any omission which DATE SITE AND YARD PIPING PLAN may be incorporated herein as a result. DATE BY DESCRIPTION APP'D. DESIGNED Signed: _______ Date: __ _ REVISIONS CHECKED DRAWN DY CS DATE MR AUG 2005 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 16 OF 35 /EX1STING -·/ 8" SEWER \ \0: ~-- -~ ~ ®-% '03; REMOVE PORTION OF ~-- EXISTING VCR SEWER -W PIPES TO THE % SEE NOTE 4 1 EXISTNG "'""' ,>NO, TYC j - I I 8" 1/CP ·_ , 1 I ' ~~~ p EXISTING SEE NOTE 4 ~ : ; '\___ SEWER MA~lhOLE DEMOLITION PLAN (PHASE I) SCALE: 3/8"=1'-0" _ /-cxIs-;-ING 8" \/CP {'< 8" PVC PIPE (TEMPORARY) -INSTALL NEW 36" DIA MANHOLE .,,-----8 .. PVC PIPE / PER CNB STD-401-I. (TEMPORARY) INSTALL MODULAR MECHANICAL LINK / SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION, TYP ~ 8" PVC 45· ELBOW F\---1r'I--../__, (TEMPORARY) +---+--t----1-,-~ L A 8" PVC PIPE / (TEMPORARY) //< / / v' " I i ' ' I 1 \ I . ' ' i ', 8" PVC 45· ELBOW ',;- I )( (TEMPORARY) \j\ / 1, 8" PVC PIPE I \ '. I (TEMPORARY) i '1 I EX STING /, 8" VCP -- - -"._ •' -' ' ' \ ' , '~ 8" DIA BANDED, RUBBER MECHANICAL COUPLING, TYP i I INTERIM BYPASS PLAN (PHASE II) SCALE: 3 8 =1 -0 I .. ' " EL 4.71 621d STREET PUMP STA.TION ~-PLUG EXISTING ~ OPENING WITH ~ EPOXY GROUT~ ~ [XISTING s:: DIP ~\ ~ ~ lXISIING 8 \ ~ ~ I ~ ~ V;//2 ,/,),,,1 \' _ ~ [L -8.74 ·"'~ -SEE NOTE 6 ' / cXl'.3ING J SUMP PUMP ; _ SECTION 1 SCALE: 3/8"=1'-o" M9 DEMOLITION NOTES: 1 EXISTING PIPING EQUIPMENT AND STRUCTURES ARE SHOWN ON THE • DRAWINGS AS LIGHT-LINED OR SCREENED. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HEAVY-LINED. 2 CONTRACTOR SHALL FIELD SURVEY PIPE ALIGNMENTS PRIOR TO • PREPARING SHOP DRAWINGS. IDENTIFY ANY CONFLICTS BETWEEN , SUGGESTED ALIGNMENT SHOWN IN THE PLANS. SUBMIT CONTRACTOR S PROPOSED SOLUTION TO RESOLVING CONFLICTS, IN ADVANCE OF SUBMITTING SHOP DRAWINGS. CONTRACTOR SHALL DIG TEST PITS AS REQUIRED TO LOCATE EXISTING UTILITIES. 3. AT CONNECTIONS TO EXISTING PIPING, CONTRACTOR SHALL HAVE THE OPTION TO: a. REPLACE PIPING BACK TO NEAREST FITTING. b. USE SLEEVE COUPLINGS OR FLANGE COUPLING ADAPTERS (RESTRAINED ON PRESSURE LINES) c. USE FLANGED END (EXPOSED PIPING) AND PUSH-ON OR MECHANICAL JOINT ENDS (BURIED PIPING) THAT MATCH WITH EXISTING PIPING MATERIAL, PRESSURE CLASS AND JOINTS. 4. REMOVE EXISTING 8" VCR SEWER PIPING, FITTINGS, SEWER MANHOLE AND APPURTENANCES AS SHOWN. 5. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONALS ELECTRICAL/CONTROLS DEMOLITION REQUIREMENT . REMOVE ALL EXISTING ANCHOR BOLTS, ROUGHEN AND KEY EXISTING 5 • CONCRETE SURFACE. PATCH WITH EPOXY GROUT FLUSH WITH ADJACENT CONCRETE SURFACE. REMOVE EXISTING DRY PIT SEWAGE PUMPS, INLET AND OUTLET 7 • PIPING, SUPPORTS, VALVES, CONCRETE PAD AND APPURTENANCES AS SHOWN. 8. REMOVE EXISTING 6" FORCE MAIN PIPING, BYPASS VALVE VAULT AND ASSOCIATED APPURTENANCES AS SHOWN. I SEE NOTE 8 ~ ~ RECORD DRAWING I ' I I ' DEfv10LITION PLAN (PHASE Ill) SCALE: 3/8"=1'-0" RECORD DRAWING 1 9/13/05 RECORD DRAWING 2 CTRICAL DEMOLITION G FOR ADDITIONAL MENTS APPROVED I This Record Drawing has been prepared based on . information provided by others_ PRS&J has not venfied PRINCIPAL CIVIL ENGINEER the accuracy and/or completeness of this infonnation L----1---+------------t----i DA 1£ and shall not be responsible for any omission wluch R.C.E. NO. 46214 1 APP'D. DESIGNED may be incorporated herein as a resu t. DATE BY DESCRIPTION DRAWN DY CS Signed: ______ Date: __ _ REVISIONS CHECKED DATE MR AUG 2005 ·- ' 'i:; ½ -~ ~- -~- ~-0; -~-~ 0 CUT AND REMOVE 15 LF /~ EXISTING MASONRY BLOCK / , ~ WALL, SEE DRAWING A~ ~-- ~ -~[XISTING W~UUGH[ IRON FENCE 101 ff/ ff ff ff ft! ff 14{ "---~XISTING 3LOCK WALL RECORD DRAWING / M-9 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION 62ND ST. PUMP STATION -INTERIM BYPASS & DEMOLITION PLANS AND SECTION CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 17 OF 35 f -'POC / FILL W/ EPOXY GROUT / /'-, (/ '---EXISTING 6" FORCE MAl~I jJ R-.:': I ..:,_CJ ; I / I .-@ ~POC \ \ \ NEW HANDICAP RAMP SEE DETAIL A/M-8 ~ \ --- \ ' \ \ \ '-..._ ,._ ~ '-.. 'o" ~ '\ • I \ ~ \ 2-6" DI FLANGE AND\ FLARED go· ELBOWS -' "@ I I \~ 9 l \ ~~\ I ~~ 60 J-'\ i-~· 0 140 • @\ ®~ \ ___ ....::. --------1--'- <§YJ- @r /~I I / // ; I II I / I / I /I I / --. -I. I I/ \--- - -_//_ -I_/!_ -o-=~=====-.. ·-. I / I -----~-----/ J I ! ---------. I ....._____ I --------.... -.. / ~ 1" .BACKFLOW PREVENTER W/ ENCLOSURE SEE DETAIL J ON DRAWING M-1 62ND ST PUMP STATION -SITE PLAN SCALE: 3/8"=1'-0" PIPE DIAMETER (INCH) 6" DI 6" PVC 8" PVC ' I I I I APPROXIMATE LENGTH (LF) 10 100 10 r I ~ MCC I I HIGH WATER ALARM EL -4.86 \\ . . ' : ' CONSTRUCTION NOTES: @--INSTALL 48"x36" TRAFFIC RATED PRECAST CONCRETE VAULT COATED INSIDE & OUTSIDE WITH 80 MILS EPOXY. @-INSTALL 48"x36" SST SINGLE-LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED. @-INSTALL 1 2" DIA SUMP WITH STAINLESS STEEL RING, GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. @-STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. @--INSTALL 36-INCH DUAL OPENING TRAFFIC RATED MANHOLE FRAME AND COVER. ALHAMBRA FOU~IDRY MODEL #A-1325 CLEAR OPENING 36", SMALL OPENING 22". @--INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @--INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. @-INSTALL 6-INCH DI TEE (FLGxl"LGxFLG). @---INSTALL 6"x6"x4" DI TEE (FLGxFLGxFLG). @-INSTALL 6-INCH 90" DI ELBOW (FLGxFLG) @-INSTALL 6-INCH YELOMINE PVC, CERTA-LOK go• ELLS @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK 45" ELLS @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK FLANGE ADAPTER @--INSTALL 6-INCH TAPPED FLANGE WITH 6-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @-INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @--INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SDR 17 FOR BURIED SERVICE. @---INSTALL 8-INCH YELOMINE PVC TEE (MJxMJxMJ) @--INSTALL 8"x6" DI REDUCER (FLGxFLG). @-2-1" PVC BLEEDER LINES SCH 80 PIPE AND FITTINGS W/ THREADED JOINTS. ~ INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 80 @--INSTALL 8-INCH 90" PVC SCHE 80 ELBOW ®---INSTALL VICTAULIC COUPLING. @--INSTALL FLANGE COUPLING ADAPTER. @-INSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. @--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 45· SWEEP BEND e--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 90" SWEEP BEND @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK TAPPED COUPLING @--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 22.5" ELLS @-INSTALL 6-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. 1 EL 4.33 /(/(-'h'/~ -" UMP PUMP & BLEE R LINES I ,. ~1 1/2" SUMP 4 SLEEVE PIPE~ r.,(!t. PUMP SCHE 80 1" AIR BLEEDER ,, PUMP 1 SCH 80 1 AIR BLEEDER PUMP 1 SCH 80 FS -~ULTRASONIC TRANSDUCER SEE DETAIL E ON DRAWING E-17 6'-0" DIA FLOAT SWITCH SEE DETAIL F ON DRAWING E-17 @--INSTALL 6-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @---INSTALL 4-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. @-1NSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L. @--PIPE SUPPORT, SEE DETAIL K ON DRAWING M-1. @--EQUIPMENT BASE, SEE DETAIL C ON DRAWING M-1. @--INSTALL 8" DIA PRECAST COMCRETE MANHOLE W/ H-20 TRAFFIC LOADED COVER COATED WITH 80 MILS EPOXY. SEE DETAIL A ON DRAWING M-1. ~PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1. ' 0 I N AGGREGATE BASE 6" MIN ~.,---_-c·0,-·--·-··---------- ! ·•.\ 1', 4'-0" SECTION 2 SCALE: 3/8"=1'-o'" M10 ---DI P~C I -@) ljf -@ \c I' \'., \\, 2-1" AIR ' \\ \\.\ ':-BLEEDER ~1 1 /2" SUMP PUMP SCHE 80 6"'x4" REDUCER 62ND ST PUMP NO. 2 I P-1002 I +-f+lf+jlf--~ EL @ @) 1.21 ± PUMP 2 ON \ --.\'-+-, --i-~---=------'---"---~ EL -5.00 ~ - PUMP 1 ON 3' -o• ✓--@) EL -5.50 PUMP 1 & 2 OFF EL -7.00 RECORD DRAWING - 1 GROUT I ' <O 1'-6" PVC 160~~t® I-'-''---------- EL -7.75 \_-e -"'\ EL -9.25 6" DI FLANGE AND FLARED 90" ELBOW SECTION 1 SCALE: 3/8'"=1'-o" M-10 ELBOW (FLGxFLG) RECORD DRAWING M-10 C-3585 RECORD DRAWING 1 APPROVED MARINERS, CHINA COVE AND 62ND STREET This Record Drawing has been prepared based on 9/13/05 RECORD DRAWING 2 WASTEWATER PUMP STATION REHABILITATION information pro vi <led by others. p BS&J has not verified i---..:-:..._-+--l---_:__:_ ___ =----t---l-~pmR"-'IN""Cl"PA"L'C"I Vl"L'E=,:N"'Gl"'NEci'E'DR--1---'-'-'-""..._,'"-'-"-'-'--'-6-"'2"-N~D~S~T'-'-. -P~LJ'....'...!:M~P~S~T..!A~T=I O~N~~-'--'=~~!.__J the accuracy and/or completeness of this information R.C.E. NO. 46214 and shall not be responsible for any omission which DATE PLAN AND SECTIONS may he incorporated herein as a result. DATE BY DESCRIPTION Signed: _______ Date: __ _ REVISIONS APP'D, DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 18 Of 35 - MB &A SYMBOL I ----0 0-- I ~ ~J 0- -----<I I..___ I I H _r: -A --!TIJ----- C LF 600/5 ~ ---'\/W'- l)225AF 1 OOAT I 3P SYMBOLS DESCRIPTION NORMALLY OPEN PUSHBUTTON -MOMENTARY TYPE LOCK-OUT STOP (MAINTAINED CONTACT TYPE) NORMALLY OPEN INTERLOCK NORMALLY CLOSED INTERLOCK HAND-OFF-AUTO SWITCH INDICATING LIGHT: R=RED, G=GREEN, A=AMBER W=WHITE CONDUCTORS -CONNECTED CONDUCTORS -NOT CONNECTED TEMPERATURE SWITCH NORMALLY CLOSED FUSE (CLF INDICATES CURRENT LIMITING FUSE) CURRENT TRANSFORMER (3 INDICATES NUMBER OF CT'S) 600/5 INDICATES XFMR RATIO TRANSFORMER INCOMING LINE MOTOR SPACE HEATER LIGHTING PANEL THERMAL MAGNETIC BREAKER, 255 INDICATES FRAME SIZE, 100 INDICATES TRIP SIZE, 3P INDICATES NO: OF POLES. ~ ~-NO. OF FIXTURES 8 A FIXTURE IDENTIFICATION ~ FIXTURE TYPE 4/40 NUMBER OF LAMPS/LAMP WATTAGE 00 b MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD,, SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-5!'1-150 MOTOR (NUMBER INDICATES HORSEPOWER) LIGHTING FIXTURE (TYPE AND MOUNTING AS NOTED) GROUND WELL TOGGLE SWITCH 1 POLE, 20A, 120V, SUBSCRIPT INDICATES OUTLET CONTROLLED MANUAL DISCONNECT SWITCH, NON-FUSED SYMBOL NOTC ~ DESCRIPTION NORMALLY OPEN CONTACT TIMED TO CLOSE ON ENERGIZATION NORMALLY CLOSED CONTACT TIMED TO OPEN ON ENERGIZATION TEMPERATURE SWITCH THERMAL OVERLOAD RELAY ELAPSED TIME METER MOTOR STARTER CONTACTOR, NUMBER IDENTIFIES CONT ACTOR A AC AF AFF AIC AR AT AUTO AWG BC BKR C CB CKT CMU co COMPT AMPERES, AMMETER ALTERNATING CURRENT AMPERE FRAME ABOVE FINISHED FLOOR AMPERES INTERRUPTING CAPACITY ALARM RELAY AMPERE TRIP AUTOMATIC AMERICAN WIRE GAUGE BARE COPPER CONDUCTOR BREAKER CONDUIT CIRCUIT BREAKER CIRCUIT CONCRETE MASONARY UNIT CONDUIT ONLY COMPARTMENT ABBREVIATIONS H/A HAND/AUTO QC ON CENTER HOA HAND/OFF /AUTO OL'S OVERLOADS HP HORSE POWER HPS HIGH PRESSURE SODIUM p POLE, PHASE HT HEIGHT PB PULL BOX, PUSH BUTTON HTR HEATER PROVIDE FURNISH, INSTALL & CONNECT HV HIGH VOLTAGE (GENERALLY ABOVE 600V) PT POTENTIAL TRANSFORMER, HZ HERTZ (CYCLES PER SECOND) PT POTENTIAL TRANSDUCER PS PRESSURE SWITCH, PUMP STATION JB JUNCTION BOX PVC POLYVINYL CHLORIDE KVA REQD REQUIRED KILO VOLT-AMPERES KVAR KILO VOLT-AMPERES, REACTIVE RECPT RECEPTACLE KW KILOWATTS RGS RIGID GALVANIZED STEEL CONDUIT KWH KILOWATT HOUR RMS ROOT MEAN SQUARE L LOAD SCE SOUTHERN CALIFORNIA EDISON LE LEVEL ELEMENT SCH SCHEDULE SEC SECONDARY, SECONDS 8 ALARM RELAY, NUMBER IDENTIFIES RELAY LO LUGS ONLY CONC CONCRETE SEL SELECTOR CPT CONTROL POWER TRANSFORMER LOS LOCK-OUT STOP SH SHIELDED LPA LIGHTING PANEL, 'A' INDICATES PANEL DESIGNATION CR CONTROL RELAY SPEC SPECIFICATIONS LSH LEVEL SWITCH HIGH @ CONTROL RELAY, NUMBER IDENTIFIES RELAY CT CURRENT TRANSFORMER s/s STAINLESS STEEL cu COPPER LTG LIGHTING SW SWITCH LV LOW VOLTAGE (GENERALLY BELOW 600V) SYM. SYMMETRICAL e= F ( 10) I fl Tl Tl A-1 3 ' 16 I IV --G-- Q)----- TIME DELAY RELAY, NUMBER IDENTIFIES RELAY PRESSURE TRANSDUCER DUPLEX CONVENIENCE RECEPTACLE, 2 POLE, 3 WIRE 120 VOLTS AC MTG HT +12", UON. (F-INDICATES FLOOR MOUNTED, H-HAZARDOUS AREA EXPLOSION PROOF, WP-OUTDOOR WEATHER PROOF) CONDUIT RUN, EXPOSED CONDUIT RUN, IN SLAB OR BELOW GRADE CONDUIT RUN, FULL STROKE DESIGNATES PHASE WIRE, HALF SROKE INDICATES NEUTRAL WIRE, CONDUCTORS TO BE #12 IN 3/ 4" CONDUIT, U.0.N. CONDUIT RUN, NUMBER ABOVE CROSSED LINES INDICATES WIRE SIZE OTHER THAN # 12 CONDUIT HOME RUN TO PANEL "A" CIRCUITS 1 & 3 (COMMON NEUTRAL) DC DET DIAG (E) E, EMER EL ENCL EQUIP ETM FDR FLEX FUT G GALV GFCI GND DIRECT CURRENT M DETAIL MAX DIAGRAM MCC MCM EXISTING MIN EMERGENCY MR ELEVATION MSC ENCLOSURE/ENCLOSED EQUIPMENT MTD ELAPSE TIME METER MTG. HT. MTS FEEDER FLEXIBLE (N) FUTURE N N/A GREEN GROUND CONDUCTOR, GENERATOR NC GALVANIZED NCTO GROUND FAULT CURRENT INTERRUPTER GROUND NEC NIC NO NOTC NTS MOTOR MAXIMUM T1 TRANSFORMER N0.1 TOR TIME DELAY RELAY MOTOR CONTROL CENTER THOUSAND CIRCULAR MILLS TEL TELEPHONE, TELEMETRY MINIMUM TRANSF. TRANSFORMER TS TEMPERATURE SWITCH MOTOR CONTACTOR RELAY TYP TYPICAL MANUFACTURER SUPPLIED CABLE, MAIN SERVICE CENTER MOUNTED UG UNDERGROUND MOUNTING HEIGHT UON UNLESS OTHERWISE NOTED MANUAL TRANSFER SWITCH VA VOLT-AMPS NEW NORMAL W/ WITH NOT APPLICABLE WM WATTMETER NORMALLY CLOSED W/0 WITHOUT NORMALLY CLOSED, WP WEATHERPROOF TIMED TO OPEN ON ENERGIZING NATIONAL ELECTRICAL CODE ZS POSITION SWITCH NOT IN CONTRACT NORMALLY OPEN NORMALLY OPEN, TIMED TO CLOSE ON ENERGIZING NOT TO SCALE FLEXIBLE CONDUIT CONNECTION GENERAL NOTES CONDUIT BENDS AWAY FROM OBSERVER CONDUIT BENDS TOWARD OBSERVER CONDUIT RUN -CHANGE IN ELEVATION GROUND WIRE, SIZE AS NOTED PUSHBUTTON STATION, SUBSCRIPT INDICATES FUNCTION "S/S"=START-STOP, "S/LOS"=START / LOCK-OUT STOP, "J''=JOG, "T/LOS"=TEST/LOCK- OUT STOP KILOWATT HOUR METER WITH DEMAND REGISTER EMERGENCY GENERATOR RECEPTACLE JUNCTION BOX OR CONDUIT FITTING RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infom1ation and shall not be responsible for any omission which may he incorporated herein as a result. Signed: ____ _ Date: 1. ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH NATIONAL ELECTRICAL CODE, 1999 EDITION AND LOCAL RULES AND REGULATIONS OF GOVERNING AUTHORITIES. 2. ALL MATERIALS SHALL BE NEW AND SHALL BE AS SPECIFIED. ALL MATERIALS SHALL BE UL LISTED FOR THE INTENDED USE. 3. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER LOCATION FOR CONDUITS, ETC., ELECTRICAL PLANS ARE DIAGRAMMATIC AND ACTUAL FIELD CONDITIONS WILL GOVERN. VERIFY ALL DIMENSIONS PRIOR TO ROUGHIN. 4. ALL UNDERGROUND CONDUITS SHALL BE PVC SCH 40, EXCEPT THAT THE RISERS AND ELBOWS SHALL BE RIGID GALVANIZED STEEL. 5. ALL WIRING SHALL BE COPPER, SIZES AS NOTED. 625 The City Drive Sou th, Suite 200 Orange, California 92868-4946 l----t---+--------------1 6. CONTRACTOR SHALL VISIT THE SITE, DETERMINE ALL WORK TO BE DONE AND FIELD CONDITIONS AFFECTING THE WORK AND THE COST THEREOF AND INCLUDE THEM IN HIS BID. 7. CONTRACTOR SHALL PERFORM WORK IN AN ACCEPTABLE MANNER, MAINTAINING GOOD HOUSEKEEPING DURING CONSTRUCTION AND CLEANUP AT THE END OF EACH DAY'S WORK. ALL TRENCHES SHALL BE KEPT BARRICADED, OR COVERED AT ALL TIMES. 8. TEST ALL PARTS, CONNECTIONS AND COORDINATE WITH EQUIPMENT MANUFACTURER AND DEMONSTRATE TO OWNER THAT THE EQUIPMENT OPERATES PROPERLY. 9. UPON COMPLETION OF WORK, THOROUGHLY CLEAN ALL EXPOSED PARTS OF ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL, LABELS, GREASE, OIL, ETC .. ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH EQUIPMENT. RECORD DRAWING E-1 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 SYMBOLS, ABBREVIATIONS, AND NOTES Engineering Planning Surveying Phone: 714•,750,7275 DATE Fax: 714.750.2501 DATE BY DESCRIPTION Construction Services REVISIONS APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB JAN 2006 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 19DF 35 t3 l 1 .. , • ) ,,:. i ;J MB &A 3/4"¢ X 10'-0" GROUND ROD, SEE DET. B/E-17 ----- #4/0 BC IN 1" PVC (N) CMU ENCLOSURE--~ (E) SERVICE ENTRANCE ,---- -' i / AND METER PANEL 2 "---'--'---- PORTABLE EMERGENCY GENERATOR CONNECTION RECEPTACLE I . (N) MOTOR CONTROL PANEL WITH SERVICE METER ~-----{ 107 __J__/ 103 ~----1---! 1 0 4 ----{ 105 4 >---~ 102A 0- 1 0 6 ,__ __ _,_______,,.._,_ __ 1 05 1------+--++-----I 1 04 1--------1-,,_.-l---4. 103 1-------+----t-+----hl 1 02 B )-----¥'--------11--+-===l----l< 101B>-----+--,L-!+-__j"=='f,l<,vV 101A)------t-+t--~~p()a SEE CONDUIT STUB-UP DETAIL AT RIGHT --+-,'+--f~ -----1 100 ' ~------'---' 1 0 6 10:1A TO DRY__:WE~L VAULT, SEE owe; Er. 5 M ! "3/ -------1 I • 1--------+~(E) TELEPHONE il PULL BOX 113 )------~ 112 1----------' 111 l------~ 110 ,__ _____ _; TRANSITION AREA FOR CONDUIT ROUTING S >--~ @ ' '------(E) ELECTRIC • SERVICE I PULL BOX 1 '-------< 11 3 '------1 11 2 \___...; 111 11 4 I I I I I '--------1 1 1 0 L_; '-------< 7 MARINERS PUMP STATION SITE PLAN SCALE: 1 /2" = 1 '-0" ! ~-(E) WATER METER PULL BOX r--(E) TELEPHONEq) PULL BOX i------...._,_ ' " @ @@) ® * ACTUAL MCP CONDUIT STUB-UP LOCATIONS MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 @) @ ~ @ * INSIDE DRY-WELL VIEW OF ®~ CONDUIT PENETRATIONS. ~ (3" CORED HOLES FOR LINK SEAL) @ RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: __ _ Date: BACK PANEL LAY-OUT ~-----------------\l8"--------------- 1 BRISTOL BABCOCK CWLP 2 CONTROL RELAYS 3 CONTROL TRANSFORMER 4 CONTROL POWER & 24 voe POWER SUPPLY FUSES AND NEUTRAL BLOCK 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS 8 MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CB 10 24 VDC 2.4A POWER SUPPLY 11 POWER/PHASE MONITOR RELAY 12 INTRINSIC RELAYS 13 FVNR STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS 16 CONTROL TRANSFORMER AND POWER/ PHASE MONITOR RELAY FUSES ~~ ~ 10 2 I============= 5 -15 113 IOI INT. SAFE DIVIDER ----+-1-__J II DIST. II PANEL II II II II II II 5 KVA II XFORMER II 9 II II II II 0 100 AMP METER SOCKET AND MAIN DISC. □ 1 DOA DOUBLE THROW XFER SW. 107 APPLETON ACR1033 / AJA100 GEN SET RECEPTACLE LOUVER W/REMOVEABLE WASHABLE FILTER CONDUIT SEAL APPLETON 110 111 OR EQUAL (TYP.) 100 114 106 112 105 1 "C W/ #4/0 113 BC GROUND 104 101A 103 101B 102A 102B TO DRY-WELL VAULT, SEE DWG. E-5 MOTOR CONTROL PANEL CONDUIT STUB-UP LOCATION DETAIL 0 NO SCALE NOTES: 0 INTERCEPT EXISTING UNDERGROUND ELECTRICAL SERVICE ENTRANCE CABLES FROM THE POWER COMPANY AND EXTEND NEW CONDUIT AND SERVICE CABLE TO THE NEW MOTOR CONTROL/ SERVICE PANEL. COORDINATE WITH POWER COMPANY AND OWNER REGARDING POWER OUTAGE AND WORK SCHEDULE. 0 REMOVE EXISTING SERVICE ENTRANCE, METERING PANEL, AND TELEMETRY EQUIPMENT. 0 0 0 TO TELEPHONE CO. POINT OF SERVICE. CUSTOM MCP WITH TELEMETRY SHALL BE BY ESSCO TEL NO. (323) 261-2181, NO SUBSTITUTION. CONTRACTOR SHALL USE SERVICES OF U/G SERVICE ALERT BEFORE EXCAVATION OF U/G TRENCH. CONDUIT ROUTE SHOWN IS SCHEMATIC AND VARIES BASED ON EXISTING CONDITION. ACTUAL CONDUIT ROUTE TO BE DETERMINED BY THE CONTRACTOR. 0 0 FOR ACTUAL CONDUIT STUB-UP LOCATION INSIDE MCP, SEE CONDUIT STUB-UP DETAIL, THIS DWG. CONTRACTOR SHALL COORDINATE WITH MCP BUILDER PRIOR TO STUB-UP OF CONDUITS DURING CONSTRUCTION. ALL CONDUITS SHALL BE INSTALLED PER MCP BUILDER EQUIPMENT LAYOUT. CONTRACTOR SHALL PROVIDE WINDOW OPENING AT CMU ENCLOSURE DOOR FOR METER READING. COORDINATE WITH MCP BUILDER FOR EXACT LOCATION OF WINDOW. CONTRACTOR SHALL STUBUP CONDUITS WITHIN MOTOR CONTROL PANEL (MCP) SO AS TO AVOID CRISS CROSSING CABLE WITHIN MCP. UTILIZE TRANSITIONAL SPACE FOR CONDUIT ROUTING TO EXTERIOR LOCATIONS. RECORD DRAWING E-2 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION Engineering Planning Surveying Construction Services 625 The City Drive South, Suite 200 Orange, Colifornlo 92868-4946 1---+---+---------------l----.l PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Phone: 714.750.7275 DA TE Fox: 714.750.2501 APP'D, DESIGNED DATE BY DESCRIPTION DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 MARINERS -ELECTRICAL SITE PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 20 OF 35 -rt i MB &A (N) 1 OOA, 240V, 3 PHASE, 4 WIRE, 42kAIC MOTOR CONTROL PANEL 'MCP' ,-----------------------------------------------------------------------------7 NAMEPLATE I Ell BLDG -LOC -MTG ___ -___ MAIN 40A. 2P CB. I I I I I G"w~ T) 100A I 3P GND BUS -- N L E .~" 100A, 3P DOUBLE THROW TRANSFER SWITCH ) 30A 3P 11 ) 30A 3P ,1 L __ _ --------_____________________ ._ _____________ --- ( 1 00 ;>--.... - 120/240V, 3PH, 4W FROM EXIST. SERVICE POINT 0 ..... u (Il 0 oz '-::::, st-0 -0:: ~ Cl (107;>---e {101A;>----" ..___,{io1s ,-----7 I I I I I ) 30A g' ~ : TELEMETRY : , 2P 1 DA (2) I I ' ~ 5KVA L L _____ J I • ;., • ' 240V-120V CPT r -----7 , 1 #8 GND-----::L ,...,... 0.5KVA I I , = • '240V-120V I I I ) 40A ___/~'---..! C~~i~~L I 2P ~~, I I ' LPA --<A>-L _____ J I --------~------------------1J (103;>---- (104) OD----<(1028) (105) (106 NOTE; ALL PUMP STATIONS BUS AMPS 100A VOLTS DESCRIPTION WATTAGE A B LIGHTING FIXTURES 100 RECEPTACLE (*) 180 SUMP PUMP RECEPTACLE f* 900 MCP RECEPTACLE 180 SPACE SPACE CONNECTED LOAD 1000 360 FUTURE LOAD f6 A LOAD fl B LOAD TOTAL LOAD 120 /240 VOL JS OUTLETS LTG REC "41SC 2 1 1 1 F'EEDER ______ 3_#8 _____ _ 20A, I P, U.O.N. 10,000 AIC 1 .3 5 7 9 11 1.3 17 2440 2560 2500 2500 5000 2 4 6 B 10 12 14 18 OUTLETS L TG REC "41SC 1 3 KW +LCL ___ 2 ___ ,_KW= 5 KW AT 240 VOLTS AT WATTAGE A 8 DESCRIPTION 500 EXHAUST FAN 'EF-1' 300 CONTROL SPARE SPACE SPACE SPACE 500 300 CONNECTED LOAD FUTURE LOAD flJ A LOAD fl B LOAD TOTAL LOAD , <3 -20.8 AMPS 5 • 5 [!] TYPE _J _J ::::, Cl. 0 z ::::, 0 0:: ClZ 0:: 0 w-ot, z w ::::, V) 0:: w ~~ 3§ et: w t::: t:;:; ::::, ::;; u 0:: w -u Uvi Zc, <z ::;; < z >-0 u>-zU wW ciZ 0:: z wo ::a; U Vl w w 0:: _J woo _J ..... -w < ~ < 0:: Cl. f-W W o::z u oww Cl. Cl 0:: DESCRIPTION WALL MOUNTED INCANDESCENT FIXTURE FACTORY SEALED, GASKET SEAL, CORROSION RESISTANT, GLASS, HEAT AND IMPACT RESISTANT. EXPLOSION PROOF, DUST-IGNITION PROOF, WET LOCATIONS SUITABLE FOR CLASS 1, DIV. 1 & 2 GROUPS C,D LOCATIONS. MARK BALAN & ASSOCIATES 0:: 5 ::;; Cl.. ::;; ~ ::::, 0 Cl.. 0 ...--. I -'t!-c.. Cf) g SINGLE LINE DIAGRAM FIXTURE SCHEDULE MOUNTING VOLTS WALL 120 NO. OF LAMPS 1 0:: 5 :::i:('l 0 Cl. 0 :::;; ~ ::::, I Cl. Cl.. LAMP TYPE INCANDESCENT VJ 0 _J TOTAL WATTS 100 Cl z ..... :I: " Cl <_ Cl. _, _J . _j 1.-. WQ_ ~ ~ VJ u Cl. • ~ ~ Cl.. Cl I w z ..... u ~w~ ci- _J ~ ~ MANUFACTURER AND CATALOG NUMBER CROUSE-HINDS # EVBX240 0:: w :::; ..... X 0:: w 3: 0 Cl. > 0 _J N 0 < ~ a:: > I ..... 0 > zoo 0 O st-U ~ N REMARKS MOUNT WITH STAINLESS STEEL HARDWARE ADD; CLASS I DIV 1 SWITCH RECORD DRAWING CONDUIT ITEM NO. NO. SIZE 1 100 3" 2 3 101A 1· 4 5 101B 1· 6 7 102A 1 • 8 9 1028 1 • 10 1 1 103 1 " 12 13 104 1" 14 15 105 1 " 16 17 106 1" 18 19 107 2" 20 21 22 23 110 2" 24 17 111 1" 18 19 112 1" 20 21 113 1" 22 23 114 1" 24 (*) PROVIDE GFCI RATED CIRCUIT BREAKER FOR RECEPTACLE OUTLIETS. WIRES FROM VIA QTY. SIZE 0 ULL ROPI -EXIST. SERVICE UG 311 ..!!101/.!12 MOTOR CONTROL PANEL 'MCP' UG 2 /.!12 MOTOR CONTROL PANEL 'MCP' UG 3/1 /.!10//.!12 MOTOR CONTROL PANEL. 'MCP' UG 2 &12 MOTOR CONTROL PANEL 'MCP' UG 211 &12/&12 LIGHTING PANEL 'LPA' UG 211 JJ.12/JJ.12 LIGHTING PANEL 'LPA' UG 4/1 /J.12/J112 LIGHTING PANEL 'LPA' UG 211 ,11121,1112 LIGHTING PANEL 'LPA' UG 3/1 il2 I ,115 DOUBLE THROW TRANSFER SWITCH - DULL RQPI EXIST. TELEPHONE PULL BOX UG MSC -MOTOR CONTROL PANEL 'MCP' UG 2 J112 MOTOR CONTROL PANEL 'MCP' UG 2 JI 12 MOTOR CONTROL PANEL 'MCP' UG MCP / INTRINSIC AREA UG This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infonnation :,;-c04J ~ =-= -l----l--+------------1,...._--1 TO REMARKS MOTOR CONTROL PANEL 'MCP' CONDUIT ONLY -CABLE BY SCE EXIST. PUMP MOTOR 'P-1001' POWER + 1il12 GND . LOS CONTROL PUMP MOTOR 'P-1002' POWER+ 1il12 GND. LOS CONTROL RECEPT. FOR SUMP PUMP 'SP-1' POWER+ 1 ll 12 GND. (LPA-5 EXIST. EXHAUST FAN POWER+ 1,1112 GND. (LPA-2' LIGHTING POWER+ 1,1112 GND. (LPA-1 J BOX SPARE EMER. GENERATOR RECEPTACLE POWER+ NEUTRAL+ GROUND MOTOR CONTROL PANEL CONDUIT ONLY LE-01 MANUFACTURER SUPPLIED CABLES LSH-01 CONTROL LSH-02 CONTROL DRY WELL SPARE RECORD DRAWING c.i;!s 1 £ti.PA CM DiiiitER MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION MARINERS -SINGLE LINE & FIXTURE SCHEDULE and shall not be responsible for any omission which E...-~'11 -"4'9G.'2'f> DAI[ CONSUL TING ENGINEERS 1na,r be incorporated herein as a result. Plua•aia~ FM 71"-JIUIDI J Suoe • ..., DAI[ 11'1 111:SC.DOII M'P'D. 111:WD DRA1JI S-5201·S 19871 YORBA LINDA BLVD., SUITE 105 ,._,,..,, "--'--Ill It YORBA LINDA, CA 92B86 ,__,uc(GI .-- .. ---(7-142..9-70-_2_ooo _________________________________________________ ...,...,_S_ig-ne-d:_-;;;_-;;;_-;;;_;;;,;;;,;;;,;;;;;;;;;;;;;;;;;;;;_D_at_e: _____ ..,_ _____________ ...,_ ________ AE\ISOIS ________ ..,,,,1,,CHE_OC[I)_...,. .. DAI[,.,...,._ 127-55-150 iilill. 1111111 ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Her 21 OF 35 ;tO C l { ~ ., 0 ) ~ 18' MB &A EXHAUST FAN (TO REMAIN)----+----~ -~---SUMP PUMP \ I ELECTRIC METER PANEL (ABOVE GRADE) ' --.;----~----PUMP MOTOR (TO REMAIN) (TO BE REMOVED) -+----c-----+-,---~ I ' . ' . ' --'·•--~~---EXIST. LIGHT FIXTURE I (TO BE REMOVED) ELECTRICAL PANELS, (TO BE REMOVED)-',---- NOTES: 0 ' ' .I ! ~--TEL. PULLBO)<; (TO REMAIN) MARINERS PUMP STATION 0 DEMOLITION PLAN SCALE: 1 /2" = 1 '-0" REMOVE ALL ELECTRICAL INSTALLATION INSIDE THE PUMP STATION EXCEPT FOR THE EXISTING EXHAUST FAN (TO INCLUDE STARTER & CONTROL), WHICH SHALL BE RETAINED AND REUSED. COORDINATE WITH THE POWER (SCE), Cl1Y OF NEWPORT BEACH REPRESENTATIVE, AND OTHER TRADES BEFORE DISCONNECTING POWER, REMOVAL OF ALL ELECTRICAL EQUIPMENT, TELEMETRY, CONDUIT/WIRING AND SUPPORTS. PATCH ALL HOLES AND REPAINT WALLS IN ALL AFFECTED AREAS, MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 PHOTO 0 NO SCALE PHOTO © NO SCALE RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: Date: --------- Engineering Planning Surveying Construction Services 1 >--~ 625 The City Drive South, Suite 200 PHOTO ® NO SCALE PHOTO ® NO SCALE PHOTO ® NO SCALE APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Orange. Californi□ 92868-4946 >---+--+-------------+---I Phone: 714.750.7275 DATE Fox: 714.750.2501 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN REv1SI0NS CHECKED DATE MB JAN 2006 RECORD DRAWING E-4 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION MARINERS -ELECTRICAL DEMOLITION PLAN CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 22DF 35 EXIST. EXHAUST FAN 'EF-1' ---------- SUMP PUMP 0 ON/OFF SWITCH ~-~---:--SUMP PUMP RECEPTACLE OUTLET 0 EXIST. EXHAUST 8 LSH 02 ~~~suMP PUMP 'SP-1' 5 ON/OFF SWITCH (TYP.) 4 >------N)SUMP PUMP 'SP-1 ~ WITH INTEGRAL LSH ",1/ FAN 'EF-1'----------WITH INTEGRAL LSI-I 0 103 )----- 104 >----- 1 105 )----- 106 >----- 1 04 )-------+- 1 03 >------+~ I _c+-t-----1'-li M • LPA-9 ' ' ' 100 '1 LPA-S i : • ! ; I 1 05 \-----~ 1 1 '>--- .. i ,: ! I ] ' t- ' ' I M ', [PA----7 ' :. - 1: :;_ -----';~' ---'(E) P-1 002 ~----+~---< 4 5 '. ii LPA+18 I' M TO MAIN CONTROL V PANEL, M 101A ,___ 102A ,___ 101B>--- 102B >---, (N) P-1001 i-:-----,l---1---------r I-_::-_::-_::-_::-_::-_::-_::-_::- -~· EYS (TYP.) ' '.------' 112 i I I =====-======================-(======.:... ...... .:.........:....:.....:=:........:.:....:....== -cttD==T===~· '. ', 1 1 ~------< 1 1 ' ' • f (E) P""'.1002 10 LE 01 ! ' ! i . " I I( ' ' ' TO MAIN CONTROL PANEL 'MCP', SEE DWG. E-2-~ ,-- ' I CAP SPARE' 1 CONDUIT SEE DWG. E-2\ T . (E) ' ELECT., SERV. 1 PULL • <D>------7 MB &A 4 LPA-p ~g•i i I (E) TELEPHdNE' • PULL BOX (E) WATER METER PULL BOX I I (E) TELEPHONE / PULL BOX --------~ I MARINERS PUMP STATION NEW PLAN -POWER AND LIGHTING SCALE: 1/2" = 1'-0" NOTES: 0 0 0 0 SAWCUT EXISTING SIDEWALK (TO NEAREST JOINT) TO PERMIT INSTALLATION OF CONDUIT. CONCRETE ENCASED CONDUITS, BACKFILL AND COMPACT TO 95%, PATCH AND REPAIR SURFACE TO MATCH EXISTING CONDITION. NOT USED NOT USED ELECTRICAL INSTALLATION INSIDE THE DRY WELL VAULT SHALL BE RATED AND SUITABLE FOR CLASS 1 DIVISION 1 LOCATION. ALL CONDUIT FITTINGS, SWITCHES, RECEPTACLE OUTLET, MOTOR LOS, ETC. SHALL BE APPLETON, NO EXCEPTION. WALL SWITCH -APPLETON #EDSC175-F1 WALL OUTLET -APPLETON #EFSR-2023M LOS -APPLETON #EDS2184 (SECURING ROD FEATURE) MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 0 0 0 BOX ' I-----~--!--------- 1-------- 113 112 1 1 1 110 ALL CONDUITS AND SUPPORT SHALL BE PVC COATED RGS. MOUNT 'Los· AGAINST WALL. PROVIDE LABEL TO IDENTIFY 'LOS' FOR EACH PUMP MOTOR. ROUTE CONDUITS PENETRATING THE DRY WELL VAULT FROM THE WET WELL MIN. OF 1'-0" AWAY FROM VAULT CEILING. INSTALL CONDUIT SEAL (EYS OR EQUAL) AS SHOWN. 0 DRY WELL FLOOD FLOAT SHALL BE MADISON MODEL # M5600 (VERTICAL LIQUID LEVEL) NO EXCEPTION. 0 SUMP PUMP WITH INTEGRAL LEVEL FLOAT SWITCH SHALL BE ZOELLER MODEL #M-53 NO EXCEPTION. MCP BUILDER PROVIDED EQUIPMENT (i e. WET WELL LSH AND LIT /LE). INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONCRETE WALL PENETRATION. ...... ---...... P-1002 LOS 00 rP-1001 LOS~ ., : ' ' ----' ([) ITLrPHONE / (E) WATER METER PULL BOX PULL BOX --(E) TELEPHONE PULL BOX RECORD ORA WING This Record Drawing has been prepared based on information provided by others. P!:!S&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which 1nay be incorpornted herein as a result. Signed: ______ Date: __ _ Engineering Planning Surveying Construction Services MARINERS PUMP STATION NEW PLAN -MECHANICAL POWER, SIGNAL AND CONTROL SC/>.LE: 1/2" = 1 '-0" APPROVED 625 The City Drive South, Suite 200 Orange, California 92868-4946 1------1----ll-------------+---I PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Phone: 714.750.7275 DATE Fa.:: 714.750.2501 BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 E-5 RECORD DRAWING C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION MARINERS -ELECTRICAL NEW PLAN CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 23 □F 35 MB &A MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD,, SUITE 105 YORBA LINDA, CA 92886 (714 I 970-2000 127-55-150 I i 1--. C/) l.i.J ~ 0 (_) ( EXISTING PHONE '. SERVICE ') 2 >--,~'I® 201A 201f 204 20 '' i ' \ I, '" ' ·' : ' ' :1, 1- TRANSITION AREA FOR CONDUIT ROUTING 11 >--~ PORTABLE GENERATOR / RECEPTACLE OUTLET~/ 206 \----------' SEE CONDUIT STUB-UP DETAIL BELOW, THIS DWG. 1----~o ' 6 SEE DWG. E -9 ' ' I ' ' (N) POWER PULLBOX (17"x30"x15" CONC. COVER) ;' I I ' ' 0 I '"" FERNLEAF AVENUE ' ' ------------------------------------------------------------------------------'-'- ··: I 1 ' /i 200 ---------------------------------------CHINA COVE PUMP STATION SITE PLAN ~-(N) CMU ENCLOSURE (SEE ARCHITECTURAL PLAN) ~-----, 9 --(N) MOTOR CONTROL PANEL W/ TELEMETRY~ Q-,-----{...____, 1" CO. (ANTENNA) 9 >--~ CONDUIT FITTING W/ DRAIN----~ 211 \----__/ 212 \----~ 213 \------' SCALE: 1 /8" = 1 '-0" = BACK PANEL LAY-OUT ~ [DJ [g] [DJ [g]2[g] [g] [g] [g] 1 0 [DJ [DJ [DJ [DJ [g] [DJ [DJ [g] DIST. PANEL 5============== • m ~~[ [II] 14 0 ~ 1-3 " ,o • 0 1. 13 [g] [Il]]Il]] 15 5 KVA XFORMER 9 CONDUIT SEAL APPLETON OR EQUAL (TYP.) 202 4-----1 205 201A1-------+-<e-+-~ '-+---' 204 201BJ-------+-+-f-----'I 100A DOUBLE THROW XFER SW. 206 200 APPLETON ACR1033/AJA100 GEN SET RECEPTACLE I ; : ' . \ \ \ ' I ! I I i I I I : I : I I 1 -,-,1 --_-,_-_ : I - ----------------· ---(N) SERI/ICE METER PEDESTAL 0 G~3/4"¢ X 10'-D" GROUND ROD, SEE □ET. B/E-17 REMOVE OLD METER, CABINET AND PIPING #4/0 BC NOTES: 0 CONTRACTOR SHALL USE SERVICES OF U/G SERVICE ALERT BEFORE EXCAVATING U/G TRENCH. CONDUIT ROUTE SHOWN ON PLANS IS SCHEMATIC AND VARIES BASED ON EXISTING CONDITION. ACTUAL ROUTE TO BE DETERMINED BY CONTRACTOR. 0 DISCONNECT AND REMOVE EXISTING ELECTRICAL/TELEMETRY PANEL, SUPPORTS, CONDUIT, ETC. 0 PROVIDE AND INSTALL NEW SERVICE METER PEDESTAL, 1 ODA, 240V, 3¢, 3W, 42 kAIC WITH 1 OD MCB NEMA 3R (OUTDOOR) MYERS #MEUG16-M1 OD (NO EXCEPTION). PROVIDE NEW EQUIPMENT PAD AND BASE, AS REQUIRED. 0 EXTEND NEW CONDUIT AND CABLE FROM (N) SERVICE METER PEDESTAL TO (N) MOTOR CONTROL PANEL WITH TELEMETRY. 0 CUSTOM MCP WITH TELEMETRY & WIRELESS EQUIPMENT SHALL BE BY ESSCO TEL. NO. (323) 261-2181, NO SUBSTITUTION MCP BUILDER SHALL INCLUDE ANTENNA AND ASSOCIATED WIRELESS DEVICES IN THE MCC (TELEPHONE LINE WILL BE USED AS A BACK-UP COMMUNICATION LINE.) ~ FOR INSIDE DRY AND WET WELL I/AULT WIRING, ~ SEE DWG. E-9. 0 FOR ACTUAL CONDUIT STUB-UP LOCATION INSIDE MCP, SEE CONDUIT STUB-UP DETAIL, THIS DWG. CONTRACTOR SHALL COORDINATE WITH MCP BUILDER PRIOR TO STUB-UP OF CONDUITS DURING CONSTRUCTION. ALL CONDUITS SHALL BE INSTALLED PER MCP BUILDER EQUIPMENT LAYOUT. 0 NOT USED. 0 EXTEND CONDUIT ONLY WITH PULLROPE THRU CMU ROOF (PROVISION ANTENNA WIRING). COORDINATE WITH THE CITY OF NB FOR ACTUAL LOCATION AND PROVIDE CONDUIT SUPPORT AS REQUIRED. ELEC DUCT BANK SECTION A NO SCALE <t9> LOCATE GROUND ROD INSIDE PANEL AS REQUIRED. CURRENT LOCATION SHOWN IS DIAGRAMMATIC. <iP CONTRACTOR SHALL STUBUP CONDUITS WITHIN MOTOR CONTROL PANEL (MCP) SO AS TO AVOID CRISS CROSSING CABLE WITHIN MCP. UTILIZE TRANSITIONAL SPACE FOR CONDUIT ROUTING TO EXTERIOR LOCATIONS. TO PUMP STATION, SEE DWG. E-9 MOTOR CONTROL PANEL CONDUIT STUB-UP LOCATION DETAIL 0 NO SCALE RECORD ORA WING APPROVED PRINCIPAL Cl\1L ENGINEER R.C.E. NO. 46214 This Record Drawing has been prepared based on information provided by others. PBS&J has not verified lhe accuracy and/or completeness of this information and shall not be responsible for any omission which nrny be incorporated herein as a result. 625 The City Drive South. Suite 200 Orange, California 92866-4946 1---1-----1-------------+---l Phone: 714.750.7275 DATE Signed: __ _ Date: __ _ Engineering Planning Surveying Construction Services Fmo:: 714.750.2501 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 RECORD DRAWING E-6 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE -ELECTRICAL SITE PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 24DF 35 MB &A (N) SERVICE METER PEDESTAL 1 OOA, 240V, 3PH, 4W, 42 kAIC (N) 1 OOA, 240V, 3 PHASE, 4 WIRE, 42 kAIC MOTOR CONTROL PANEL 'MCP' ,-----------7 ,-----------i--------------------------------------------------7 I --------I I I I I I I KWH )100A 3P N E I 1 OOA, 3P I DOUBLE THROW I TRANSFER I I SWITCH I I L ' ' I I : GND : : GND I ) 80A 3P 21 1#8 GND ,-----7: I I I ) 40A 1 ~ I TELEMETRY I £ I 1, 1 • 2P 1 OA (2) I I 1 \J0Jv 5KVA y CPT L - ----_J I ' ~ v' 240V-120V W 1KVA 1-----1: rn 24.ov-12ov 1 1 I MOTOR ) 40A , ,,-~~ CONTROL I 2 P ~ ~/ I I ' LPB 1 OA I I ' ,S_~--->------~-----_J--e-----lL_~-+ ~ ~o-6-:_ ,,-_____,,,----1_1 _ ------l____(~)--i - ---~ I ------------~----------------------------=--=-J r---. ~ I 0 (200)-w 201A') f-Ow"-. u >-w m m u (fl . 0 m -l'.l oz 0 3C ---.____::::, oz □ -tj-Q ---.____::::, -[Y (E) INCOMING CONDUIT 0 -tj-0 ,-: ~ l'.l -[Y w ~ l'.l 0 15 z >-0 [Y 120/240V, 3PH, 4W u>-w _J Y'. _J zU <C( FROM EXIST. ::::, wW w o_ l'.l z [Y SERVICE POINT [Y z wo m 0 z 2 u (/) f-Q'.'. ::::, w w ::::, 0 0 O'.: _J u f- O'.: WO U 0 l'.l z _J f-«: Q'.'. ::a;~ rn «: >-u CYO «: Ct: o_ 0 w-(]_ 0 o>-f-W W [Y z u z ::a;-z8 ow w «: ::::, I ::::, (fl (L (.'.) Ct: 2 (L o_ ;'.'2018 ~ /11 • TS §115 ~ w _J ~ rn V1 f-(fl ~ Q:'. w w 2 [Y rn ::::, ::::, f-«: (/) [Y ~ Q'.'. w [Y L,_ O'.: Oo_ 0(/) 0 >-w f-_J f-02 0-0 2~ 2,'.;'.: 2N o_ I 0 o_ I o_o :::;;8:J (fl :::;;_J 2 - 0 ::::, > ::::, ;:5 ::::, I _J [LQ (L (fl o_ o_ SINGLE LINE DIAGRAM NO SCALE (204 205) SUBMERSIBLE CABLES (MSC) • rn o_ _J _J l'.l ~ wzw z f-_J <C( :r: u Q_ (.') ~ (.') _J ~ z -u f--w (fl :r: I et: 0 (.'.) L,_ _J _J 8 0() NAMEPLATE LPB BLDG -LDC ___ -___ _ MTG ___ -__ _ MAIN 40A. 2P CB. BUS AMPS 100A VOLTS 120/240 VOLTS FEEDER 3#8 --~----- DESCRIPTION WATTAGE A B OUTLETS LTG REC MISC 20A, 1 P, U.O.N. 10,000 AIC LIGHTING FIXTURES 100 RECEPTACLE /• 180 MCP RECEPTACLE 180 SUMP PUMP 500 1 1 1 1 3 5 7 9 1 1 13 17 CONNECTED LOAD 280 680 2740 FUTURE LOAD 2260 0 A LOAD 2500 0 B LOAD 2500 TOT AL LOAD 5000 2 4 6 8 10 1 2 1 4 18 OUTLETS LTG REC MISC 1 3 KW +LCL ----=2=---___ KW= __ 5 __ KW AT 240 VOLTS (•) PROVIDE GFCI RATED CIRCUIT BREAKERS FOR RECEPTACLE OUTLETS. AT WATTAGE A B DESCRIPTION 500 EXHAUST FAN 'EF-1' 300 CONTROL SPARE 500 300 CONNECTED LOAD FUTURE LOAD 0 A LOAD 0 B LOAD TOTAL LOAD 1 (/J = __ 2_0._8 __ AMPS NOTE: CONDUIT WIRES TYPE DESCRIPTION WALL MOUNTED INCANDESCENT FIXTURE FACTORY SEALED, GASKET SEAL, CORROSION RESISTANT, GLASS, HEAT AND IMPACT RESISTANT. EXPLOSION PROOF, DUST -IGNITION PROOF, WET LOCATIONS SUITABLE FOR CLASS 1, DIV. 1 & 2 GROUPS C,D LOCATIONS. MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 0 PROVIDE SLEEVE OR EXTEND INCOMING CONDUIT TO (N) SERVICE METER PEDESTAL AS REQUIRED. FIXTURE SCHEDULE MOUNTING VOLTS NO. OF LAMPS WALL 120 1 LAMP TYPE INCANDESCENT TOTAL WATTS 100 MANUFACTURER AND CATALOG NUMBER REMARKS CROUSE-HINDS # EVBX240 MOUNT WITH STAINLESS STEEL HARDWARE RECORD DRAWING This Record Drawing has been prepared based on infonnalion provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result Signed: ______ Date: __ _ ITEM NO. NO. SIZE QTY. SIZE 1 200 3" 3 J/1 lo 2 1 JJ6 3 4 201A 1 " 3/1 JJ6/JJ8 5 6 201B 1 " 2 JJ 12 7 8 202 1 1 /2" -- 9 10 203 11 12 204 1 " 2 /1 1121JJ12 13 14 205 1 " 4/1 J112/JJ12 15 16 206 2" 3 /1 J/2 I JJ6 17 J/6 18 211 1 " MSC - 19 20 212 1'' 2 # 12 21 22 213 1 " 2 #12 23 24 214 2'' 1 25 MSC -MANUFACTURER SUPPLIED CABLE FROM EXIST. SERVICE EXIST. SERVICE MOTOR CONTROL PANEL 'MCP' MOTOR CONTROL PANEL 'MCP' MOTOR CONTROL PANEL 'MCP' LIGHTING PANEL 'LPB' LIGHTING PANEL 'LPB' DOUBLE THROW TRANSFER SWITCH MOTOR CONTROL PANEL 'MCP' MOTOR CONTROL PANEL 'MCP' MOTOR CONTROL PANEL 'MCP' CONDUIT TELEPHONE VIA TO REMARKS UG MOTOR CONTROL PANEL 'MCP' POWER UG MOTOR CONTROL PANEL 'MCP' GROUND UG PUMP MOTOR 'P-1001' POWER+ 1 #8 GND. UG LOS CONTROL UG PUMP MOTOR 'P-1002' CABLE BY MSC NOT USED UG EXHAUST FAN 'EF-1' POWER+ 1#12 GND. (LPB-2) UG RECEPT. & LIGHTING ** POWER + 1 # 12 GND. (LPB-1,3,5) -EMER. GENERATOR RECEPTACLE POWER+ NEUTRAL+ GROUND UG LE-02 MANUFACTURER SUPPLIED CABLES UG LSH-02 CONTROL UG LSH-01 CONTROL •• NOTE: SEPARATE CKTS FOR RECEPT & LIGHTING RECORD DRAWING E-7 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION Engineering Planning ►-ai 625 Tne City Dril1e South, Suite 200 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 I Orange, California 92868-4946 1----11----1------------+--I Phone: 714.750.7275 DATE CHINA COVE -SINGLE LINE AND FIXTURE SCHEDULE APP'D. DESIGNED DRAWN TN TN Surveying Construction Services Fax: 714.750.2501 DATE BY DESCRIPTION REVISIONS CHECKED DATE MB JAN 2006 CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 250F 35 ~ v-, MB &A MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD,, SUITE 105 YORBA LINDA. CA 92886 (714) 970-2000 127-55-150 . / ' ' i I , : i ; ! NOTES: L' 1 PUMP STATION 0 EXIST. LTG. PULL BOX 0 r -------·· --,-------· - ; ' I • f ' ' ' ~--+-1-EXIST. MOTOR CONTROi/ PANEL~ CHINA COVE PUMP STATION (V PLAN SCALE: 1/4" = 1'-0" 0 CONTRACTOR SHALL DISCONNECT AND REMOVE ELECTRICAL AND TELEMETRY PANEL INCLUDING CONDUITS, WIRING, AND SUPPORTS AS SHOWN. 0 CONTRACTOR SHALL REMOVE ALL ELECTRICAL INSTALLATION INSIDE THE PUMP STATION EXCEPT EXISTING EXHAUST FAN (EF-1) TO INCLUDE ITS CONTROL. 0 CONTRACTOR SHALL DISCONNECT AND REMOVE EXISTING SERVICE METER PEDESTAL (NOT SHOWN) LOCATED BETWEEN FERNLEAF AND WAY LANE TO INCLUDE CLEARING AREA FOR INSTALLATION OF NEW SERVICE METER PEDESTAL. CONTRACTOR SHALL RETURN OLD SERVICE PEDESTAL TO THE CITY OF NB. 0 CONTRACTOR SHALL REMOVE LTG. PULL BOX (NOTE THAT LTG PULL BOX IS USED TO SUPPLY POWER TO PUMP STATION. COORDINATE WITH THE CITY OF NB BEFORE DEENERGIZING AND REMOVAL OF PULL BOX. 0 COORDINATE WITH THE POWER COMPANY, CITY OF NEWPORT BEACH REP., AND OTHER TRADES PRIOR TO DISCONNECTING POWER AND REMOVAL OF ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUIT, WIRING AND SUPPORTS. PHOTO 0 NO SCALE PHOTO ® NO SCALE RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: Date: --------- Engineering Planning Surveying Construction Services DISCONNECT AND REMOVE EXISTING SERVICE MA ~ 625 The City Drive South, Suite 200 Orange, Callfornra 92868-4946 t---+--+-------------+-----t PHOTO ® NO SCALE PHOTO ® NO SCALE APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Phone: 714.750.7275 DATE Fax: 714. 75D.2501 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 RECORD DRAWING c~-:85 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE -ELECTRICAL DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 260F 35 ~ (. \ ~ v t ,, p ) ! 6' • MB &A ( { : ! : i I , ' I ) ' I , . \ I , ,' ' I MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD .. SUITE 105 i ' I / i / / YORBA LINDA, CA 9288fi (714) 970-2000 127-55-150 _----1 LSH • • • • --OJ 8 , I ;--~--< 4 ' (N) P-1 0() 1 -_~/ -1~----->--~~ ' : i -' i : LB's 11 )----~ ,' I : ' 5 I r I I I / / i ;· / / / / I I ~--{200 (N) P-1002 SUBMERSIBLE SEAL-FAIL -··•· l I " 1/ V ' ' I ; 202 i ' ' I ' . ' ' . ' I ; , ' ' TO MOTOR CONTROL PANEL 'MCP' SEE DWG. E-6 CHINA COVE PUMP STATION NEW PLAN -MECHANICAL POWER, SIGNAL & CONTROL SCALE: 1 /2" = 1 '-0" / / / / / / / / / / .,- / --(N) ELECTRICAL PULL BOX (MAIN) (17"X30"x15", CONC. COV) ON/OFF SWITCH 4 >---~ - --- ----·--. RECEPTACLE FQR SUMP PUMP--\-!--~ ------------~ TO SCE POWER SOURCE ~~~-/-~LPBr-3 AND METER AT FERNLEAF AVE. AND WAY LINE JUNCTION 200 EXH. FAN 'EF-1'----~ I I ON/OFF SWITCH 4 >--~ LB'S (TYP)-,--+--~ :,_, '· ,_.!,-~ -'-- - -,-' ' ' I • ·-c J.,,· • ' ' ' I •' • ~ -_ --~,:~J-Xf~~; ·· -.--- , ~ _l1 \ ------ ' +4" • ' . ' I I --1 204 I TO MOTOR CONTROL PANEL 'MCP' SEE DWG. E-6 NOTES: 0 0 0 0 SAWCUT EXISTING SIDEWALK (TO THE NEAREST JOINT) TO PERMIT INSTALLATION OF CONDUIT. CONCRETE ENCASED CONDUITS, BACKFILL AND COMPACT TO 95%, PATCH AND REPAIR SURFACE TO MATCH EXISTING CONDITION. NOT USED NOT USED ELECTRICAL INSTALLATION INSIDE THE DRY WELL VAULT SHALL BE RATED AND SUITABLE FOR CLASS 1 DIVISION 1 LOCATION. ALL CONDUIT FITTINGS, SWITCHES, RECEPTACLE OUTLET, MOTOR, ETC. SHALL BE APPLETON, NO EXCEPTION. WALL SWITCH -APPLETON #EDSC 175-F1 WALL OUTLET -APPLETON #EFSR-2023M LOS -APPLETON #EDS2184 (SECURING ROD FEATURE). RECORD DRAWING This Record Drawing has been prepared based on infonnation provided by others. PBS&J has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any omission which may he incorporated herein as a result. Engineering Planning Surveying 0 0 0 0 0 ~ <zy ALL CONDUITS AND SUPPORT SHALL BE PVC COATED RGS. MOUNT 'LOS' AGAINST WALL. PROVIDE LABEL TO IDENTIFY 'LOS' FOR EACH PUMP MOTOR. NOT USED. DRY WELL FLOOD FLOAT SHALL BE MADISON MODEL # M5600 (VERTICAL LIQUID LEVEL) NO EXCEPTION. NOT USED. MCP BUILDER PROVIDED EQUIPMENT (i.e. WET WELL LSH AND LIT/LE ONLY). INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONCRETE WALL PENETRATION APPROVED CHINA COVE PUMP STATION NEW PLAN -POWER & LIGHTING SCALE: 1 /2" = 1 '-0" RECORD DRAWING E-9 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION ~· 625 The c;ty o,;ve South, su;te 200 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 ' Orange, Collfomia 92B68-4946 >---+--+--------------t----t Phone: 774.750.727:5 DATE CHINA COVE-ELECTRICAL NEW PLAN Fax: 714.750.2501 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH S-5201-S Construction Services TN TN CHECKED DA TE PUBLIC WORKS DEPARTMENT SHEET 27DF 35 Signed: ______ Date: __ _ REVISIONS MB JAN 2006 300 302A 301B 302B 303 304 305 306 301A '~' I ' .. ' 3,1 o, 31 1' 312 ·. ' • ! ' ( ,(, 313 314' ' .--I -·, .. C. -. :J.· ' TRANSITION ,4REA FOR CONDUIT '' J l, /' I I l ' 300B ,___ _____ 4" ---- MB &A MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 ROl!JTING 1 I ' I ,301A ' 1302B ' ! I 305 (714 I 970-2000 127-55-150 9 , ( 301B 30;3 306 \ \ (N~ CMU ENCLOSU~E ~ \ \ \ (N)\MCP WITH /,;'\A SERV!fE METER ~\ \ ~--SEE CONDUIT STUB-UP DETAIL THIS DWG. -----{ 307 ---PORTABLE GENERATOR RECEPTACLE OUTLET ----! 310 ~----{ 300 ---',--{ 314 1 1 8 -~(N) TELEPHONE PULLBOX 9'.\15"x12" CONC. COVER ---(N)\ POWER PULLBOX 17"x30"x15" CONC. COVER . ---PLACE CONDUITS 24" DEEP IN fLANTER AREA AND BORE UNDER TENNIS COURT AND PLANTER ~-----REMOVE 3 PLAY PLANTS 2" CO. WITH A_ PULL ROPE TELEPHONE V 4" co. WITH A_ PULL ROPE POWER V 62nd ST PUMP STATION -SITE PLAN SCALE: 1"=10'-0" BACK PANEL LAY-OUT ---<7 -----------------Cl8"-------,'--------~ NOTE: .· .· , .· .· .·----LL>~ L\:,~ ._-t~ ._\:,~._\:,~LL-~....,_ ......... 2 ................................... -........ ................................................... II DIST. PANEL II II rr=--1Q 1D0A DOUBLE THROW --POWER TO POOL HOUSE IN PULL BOX ============= 5 II □ XFER SW. --NEW TEL. PULL BOX (PER TEL. CO.) WALLS----(N) 2" PVC CONDUIT 0 POLE RISER-TELEPH0INE V --------1----------·------ ---(E) SCE POWER POLE WITH XFMR (2-25kVA, 12kV-120/240V) #1369715E (N) 4" PVC CONDUIT0 POLE RISER-POWER V ---NEW POWER PULL BOX (PER SCE) ~--LOCATE DUCT BANK 5' AWA'( FROM 311 ALL TREES ------; 310 1 ------( 300 1 312 313 314 \ ' 301A 301B 302B 303 SPARE 306C FUTURE TO PLANTER NOTES: 0 0 0 CONTRACTOR SHALL USE THE SERVICES OF U/G SERVICE ALERT BEFORE EXCAVATION OF U/G TRENCH. CONDUIT ROUTE SHOWN IS SCHEMATIC AND VARIES BASED ON EXISTING CONDITION. ACTUAL CONDUIT ROUTE TO BE DETERMINED BY THE CONTRACTOR. EXTEND ( 1) 3"C WITH PULLROPE FROM POWER PULLBOX AND ( 1) 2"C WITH PULLROPE FROM TELEPHONE PULLBOX UP TO 18" FROM THE EDGE OF THE ROAD. CAP BOTH CONDUITS AFTER INSTALLATION. POLE RISERS FOR BOTH POWER AND TELEPHONE SHALL BE INSTALLED PER fHE REQUIREMENTS OF THE SERVING UTILITY (I.E. SCE AND PACBELL). CUSTOM MCP WITH TELEMETRY AND WIRELESS EQUIPMENT SHALL BE BY ESSCO TEL. NO. (323) 261-2181, NO SUBSTITUTION. ESSCO SHALL INCLUDE ANTENNA AND ASSOCIATED WIRELESS DEVICES AS PART OF THE MCC (TELEPHONE LINE WILL BE USED AS A BACK-UP COMMUNICATION LINE). INSTALL TELEPHONE BACKBOARD. INSIDE DRY AND WET WELL VAULT WIRING, SEE DWG. E-13. RECORD DRAWING 625 The Ci-ty Drive South, Suite 200 -15 113 i8i II II 5 KVA XFORMER II II II II 9 CONDUIT SEAL APPLETON OR EQUAL (TYP.) 302A 4" FUTURE SCE 300B SPARE TO DRY WEL~ 3o5c TO PUMP STATION, SEE DWG. E -13 1 DO AMP METER SOCKET AND MAIN DISC. .300 307 APPLETON ACR1033 / AJA100 GEN SET RECEPTACLE LOUVER W /REMOVEABLE WASHABLE FILTER 2" TELE ,,__~=~---1310 1 BRISTOL BABCOCK CWLP 2 CONTROL RELAYS 3 CONTROL TRANSFORMER 4 CONTROL POWER & 24 VDC POWER SUPPLY FUSES AND NEUTRAL BLOCK 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS 8 MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CB 10 24 VDC 2.4A POWER SUPPLY 11 POWER/PHASE MONITOR RELAY 12 INTRINSIC RELAYS 13 FVNR STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS 16 CONTROL TRANSFORMER AND POWER/ PHASE MONITOR RELAY FUSES MOTOR CONTROL PANEL CONDUIT STUB-UP LOCATION DETAIL NO SCALE 0 0 FOR ACTUAL CONDUIT STUB-UP LOCATION INSIDE MCP, SEE CONDUIT STUB-UP DETAIL, THIS DWG. CONTRACTOR SHALL COORDINATE WITH MCP BUILDER PRIOR TO STUB-UP OF CONDUITS DURING CONSTRUCTION. ALL CONDUITS SHALL BE INSTALLED PER MCP BUILDER EQUIPMENT LAYOUT. CONTRACTOR SHALL PROVIDE WINDOW OPENING AT CMU ENCLOSURE DOOR FOR METER READING. COORDINATE WITH MCP BUILDER FOR EXACT LOCATION OF WINDOW. PROVIDE CONDUIT ONLY WITH PULLROPE (PROVISIONS FOR ANTENNA WIRING). COORDINATE WITH CITY OF NB FOR ACTUAL LOCATION. CONTRACTOR SHALL STUBUP CONDUITS WITHIN MOTOR CONTROL PANEL (MCP) SO AS TO AVOID CRISS CROSSING CABLE WITHIN MCP. UTILIZE TRANSITIONAL SPACE FOR CONDUIT ROUTING TO EXTERIOR LOCATIONS. RECORD DRAWING E-10 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 This Record Drawing has been prepared based on information provided by others. PHS&J has not verified the accuracy and/or completeness oCthis information and shall not be responsible for any omission which may be incorporated herein as a result. Orange, California 92868-4946 1---+--+-------------+---I 62nd ST -ELECTRICAL SITE PLAN Signed: ______ Date: __ _ Engineering Planning Surveying Construction Services Phone: 714.750.7275 DATE DATE Fax: 714,750.2507 APP'D. DESIGNED BY DESCRIPTION DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 28 OF 35 MB &A ITEM NO. 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 1 9 20 21 22 23 24 25 26 27 28 29 30 MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 CONDUIT NO. SIZE 300 3" 301A 1 " 301B 1'' 302A 1 " 302B 1'' 303 1'' 304 1 " 305 1'' 306 1 " 307 2" 310 2" 311 1 " 312 1 " 313 1'' 314 1 " 1714 I 970-2000 127-55-150 WIRES QTY. SIZE PULL ROPE - 3/1 118/1110 2 II 12 3/1 118/1110 2 #12 2/1 111211112 2/1 111211112 4/1 #12/1t12 PULL ROPE - 3/1 112 / 116 PULL ROPE - MSC - 2 1112 2 1112 PULL ROPE - 120/240V, 3PH, 4W FROM EXIST. SERVICE POI NT (300 )- - I --- --- --- --- --- --NEW_~ ooA~ -~~·-~-~A~ -~ ~~~~~ _ k~ - -~r9_R~~~~~ -~~~ ~~~·--_HJQtL 1_1;.c___J;_'.' -~HASE ilDITI0Nl -7 : ~--,-----7: I I I I : KWH ) 330: ) 330: ) 30A £ : TELEMETRY : 1 I 1 1 1 2P 1 OA (2) I I 1 N 1 1 VJ.....A.J 5KVA L - - - - -_J I I L ( ~ y 240V-120V y CPT ,-----7 1 )100A .::------_J l#8 GND ~ J_; 1 KVA 1 1: I 3P ~/, 1 OOA 3P .------,_ r ,-, 240V-120V I I I E DOUBLE' THROW ) 40A ---<~~ c~~i~~L I : GND L__ ___ _, TRANSFER LPC 2P lOA I: L ------§_~ - - - - - - - - - --~ - -SWITCH - - - - - - - - --- - - - - - - - - - - - - - - - - - - . - - - - - -_-=-:(~~ - - - - _ J I _J _J :::J 0... 0 z :::J 0 0:: Ow f--w ~~ 0 (/) . m . c.:i o;s: oZO ....___ ::::, "SI' 0 >--' -0:: w -(.'.) 0 (.'.) z 0:: 0 w-ot; zw :::J [/) ( 3 0 7 _J>-----<D z 0:: >-0 w :,,: u f-- «: (.'.) zU wW wz c.:,Z 0:: -m o:: o::Z w wo f--f--:;,u VJ _w :::J 2 w w u 0:: _J 0:: w WO U -o _J f--«: rn «: f--UVJ «: 0:: 0... f--w w Zo 0:: z u «: z ow w :a, «: D.. (.'.) 0:: 3 0 1 A ,1-----<D 3 02A 11-----m - C])-----<C 3 0 1 B - 7.5 • 7.5 0:: 0:: 0 0 f--f-- 0 0 2-2N 0 0 0...0 0...0 :z-VJ :z-::::, I 0 ::::, I D..D.. _J D..D.. SINGLE LINE DIAGRAM NO SCALE ( 3 03 ';'------"' ( 304 J <1>-----{:302B) ( 3o5 J -(306 . • C) . z u -0... f-- _J I . (.'.) _J _J ~ w . w z -_J «: I U 0... 0... ;:i: (_') U) ~ z ·u f---w (/) I I 0:: 0 (.'.) LL _J _J ~~ NAMEPLATE -~L~P~C __ _ BLDG LOC -MTG ___ -__ _ MAIN _4-'--'0"-A"---"2"---P_C,,_,B~·--- A T FROM VIA EXIST. SERVICE UG MOTOR CONTROL PANEL 'MCP' UG MOTOR CONTROL PANEL 'MCP' UG MOTOR CONTROL PANEL 'MCP' UG MOTOR CONTROL PANEL 'MCP' UG LIGHTING PANEL 'LPC' UG LIGHTING PANEL 'LPC' UG LIGHTING PANEL 'LPc' UG LIGHTING PANEL 'LPC' UG DOUBLE THROW TRANSFER SWITCH EXIST. TELEPHONE PULL BOX UG MOTOR CONTROL PANEL 'MCP' UG MOTOR CONTROL PANEL 'MCP' UG MOTOR CONTROL PANEL 'MCP' UG MOTOR CONTROL PANEL 'MCP' UG TO REMARKS MOTOR CONTROL PANEL 'MCP' CONDUIT ONLY -CABLE BY SCE PUMP MOTOR 'P-1001' POWER + 11110 GND+ 21112 CONTROL HEATER WIRES LOS CONTROL PUMP MOTOR 'P-1002' POWER + 1#10 GND+ 21112 CONTROL HEATER WIRES LOS CONTROL RECEPT. FOR SUMP PUMP 'SP-1' POWER + 1#12 GND. (LPC-5 EXIST. EXHAUST FAN LIGHTING PUMP STATION EMER. GENERATOR RECEPTACLE MOTOR CONTROL PANEL LE-01 LSH-01 LSH-02 PUMP STATION POWER + 11112 GND. (LPC-2 POWER + 11112 GND. (LPC-1 3) CONDUIT ONLY POWER + NEUTRAL + GROUND CONDUIT ONLY MANUFACTURER SUPPLIED CABLES CONTROL CONTROL CONDUIT ONLY !FOR ANTENNA RECORD DRAWING This Record Drawing has been prepared based on infonnation provided by others. PBS&.T has not verified the accuracy ancl/or completenes~ ol.'this inlOnnation and shall not be responsible for any omission which may be incorporated herein as a result. Signed: Date: --------- Engineering Planning Surveying BUS AMPS 100A VOLTS 120/240 VOLTS FEEDER __ 3~#~8 ____ _ DESCRIPTION WATTAGE A B OUTLETS LTG REC MISC 20A, 1 P, U.0.N. 10,000 AIC LIGHTING FIXTURES 200 RECEPTACLE *) 180 SUMP PUMP RECEPTACLE (• 900 MCP RECEPTACLE 180 2 1 1 1 3 5 7 9 1 1 1 3 1 7 CONNECTED LOAD 1100 360 2260 FUTURE LOAD 2740 0 A LOAD 2500 0 B LOAD 2500 TOTAL LOAD 5000 2 4 6 B 1 0 1 2 14 18 OUTLETS LTG REC MISC 3 KW +LCL __ ...c2=---___ KW= __ 5 __ KW AT 240 VOLTS (*) PROVIDE GFCI RATED CIRCUIT BREAKERS FOR RECEPTACLE OUTLETS. APPROVED 625 The City Drive South, Suite 200 Orange, Calrfomia 92B68-4946 1---1----1------------+---l PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Phone: 714. 750.7275 DA TE Fax: 714.750.2501 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN Construction Services TN TN CHECKED DA TE REVISIONS WATTAGE DESCRIPTION A B 500 500 EXHAUST FAN 'EF-1' 300 CONTROL SPARE 300 CONNECTED LOAD FUTURE LOAD 0 A LOAD 0 B LOAD TOTAL LOAD 1 r:/J = 20.8 AMPS RECORD DRAWING E-11 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION 62nd ST -SINGLE LINE AND FIXTURE SCHEDULE S-5201-S MB JAN 2D06 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 29 OF 35 MB &A . ' ' I I I 1 \ \ ', \ \ ' MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LIND/\, Cl\ 92886 (714) 970-2000 127-55-150 \ '' ' I I \ \ I \ I i ' I /: -·-- - ,' ', ' :,, -::;, - ' ' ,---------(E) POWER POLE 0 ~-----(E) MOTOR CONTROL/ SERVICE PANEL 0 OH r (E) OVERHEAD POWER LINE (240V) OH ~-(E) PUMP STATION 0•·.• .! OH 62ND STREET PUMP STATION DEMOLITION PLAN SCALE: 1 / 4" = 1 '-0" NOTES: 0 REMOVE OVERHEAD POWER LINE, POWER POLE, MOTOR CONTROL/SERVICE PANEL. SEE DWG. E-10, COORDINATE WITH OWNERS AND SCE PRIOR TO THE REMOVAL WORK, 0 REMOVE ALL ELECTRICAL INSTALLATION INSIDE THE PUMP STATION. COORDINATE WITH POWER COMPANY (SCE) AND OTHER TRADES PRIOR TO DISCONNECTING POWER. REMOVAL OF ALL ELECTRICAL EQUIPMENT, CONDUIT AND WIRE, PATCH ALL AFFECTED AREAS AND PAINT TO MATCH. I J 0 (E) POWER POLE WITH XFMR (TO REMAIN) (E) LIGHTING FIXTURE (TO REMIAN) ---- RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J ha, nol verified the accuracy and/or con1pleteness of this information and sl1all not be responsible for any omission which may be incorporated herein as a result Signed: ______ Date: __ _ PHOTO 0 NO SCALE PHOTO © NO SCALE Engineering Planning Surveying Construction Services POWER POLE (TO REMAIN) 625 The City Drive South, Suite 200 Orange, California 92868-4946 I---+---+--------------+--, PHOTO ® NO SCALE PHOTO ® NO SCALE APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Phone: 714. 750. 7275 DA TE Fox: 714.750.2501 DATE BY DESCRIPTION APP'D, DESIGNED DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 ,,-----DISCONNECT AND REMOVE EXISTING SERVICE AND POWER POLE 0 RECORD DRAWING E-12 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION 62nd ST -ELECTRICAL DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 30 OF 35 -· 0 > ' ' ,' . I . , ' ' ' ' ' ' , ' , , MB &A I , I , 1;--, i 10 10 / LSH 01 LE 01 I I 5 / MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA. CA 92886 (714) 970-2000 127-55-150 \ \ \ ' ' ' i I I ' ' I ! I ' . ! j -; ' • ' ' ' ' 62ND ST PUMP 311 4 -:,:i 1,: ' . I P-1001 1 301A>-'--~ 302A1---- P-1002, i: i: , I! , ( l i ,; ✓ _____ .,,,. :·-- ,' I I ' STATION -POWER, CONTROL & SIGNAL PLAN SCALE: 3/8"=1 '-0" I I / / / / / / ~---',--""""c---< 312 313 31 4 1----- 301 A 1----- 301 B f----~ 311 ,--j---c-{' 310 ·~ (N} CMU ENCLOSURE •;• .. ~---(N) MOTOR CONTROL PANEL · • 'MCP' 1 ''\\'\, (N) CMU \\ 303 f------~ . ENCLOSURE 'l, '\ 304 I------ " ·,xi (N) MOTOR I.· I·• CONTROL PANEL i •. 'MCP' I I ----------------/ -- / /-=------_-_ -_-_------_-_ I I I J I I ., I I I I 314 8 --+ 1-·P~1001 Los0 I I I I I \ I I I \ \ I I I \ \ I I I I I I I I I I~ 300 1 I \ \ 310 l \ \ I \ I I I I -~~------<302B 1---'----~302A -------< 300 -----TRANSITION AREA FOR CONDUIT ROUTING <B) L FOR CONTINUA"ON, SEE DWG. E-10 SUMP PUMP DISC. SWITCH -~ SUMP PUMP , __ , ' I RECEPTACLE OUTLET~~ (N) SUMP PUMP +48" LPC-5 .. I,,, ------1 '/ / ------------ ·it;/·/ I I I/ I 11 •• \ 1 .,_______,. 1 1111 \ /!11, \ /IJ/; \ 11,1, \ TRANSITION AREA FOR CONDUIT ROUTING i 12>--~ /l1/1 \ /(//(. \ \\\\\ \ \ ~ ~\\\\\ \ ~\\\\. I I I I I I I ~\\I I ~ SPARE STUB \ I \ \ ~ ~ \ I \ \ \\\\\ •. I SPARE '306A' 1 1 1 \ •1;, \ \·. I ~,,\ SPARE 306B >--~->-+-+--OJ ' /\ I I I I \ \\\\\ I \\\\\ I \\\\\ \ / \\\\\ , I ·.. /,))))) \ \ / ✓..fl;!,, I '¥, ~ \ \/ . >t' 'f ' ' f--.c._---{ 11 \/ \ ' ' " /\ I • I / ' I . ' ,. ' f--,----l---< 305 '---+~------< 30 6 . ' I I , I / I I I 'SP-1 ' g '>--~--,--I' I I ~1~-P-1002 .LOS 0 I .LPC-1 i - • • . I I \ ! ' REGEPT LPC-3 '--(N) LIGHTING FIXTURE (TYP. QF 2) NOTES: 62ND ST PUMP STATION -POWER & LIGHTING PLAN SCALE: 3/8"=1 '-0" 0 0 0 0 SAWCUT EXISTING SIDEWALK (TO THE NEAREST JOINT) TO PERMIT INSTALLATION OF CONDUIT. CONCRETE ENCASED CONDUITS, BACKFILL AND COMPACT TO 95%, PATCH AND REPAIR SURFACE TO MATCH EXISTING CONDITION. NOT USED NOT USED ELECTRICAL INSTALLATION INSIDE THE DRY WELL VAULT SHALL BE RATED AND SUITABLE FOR CLASS 1 DIVISION 1 LOCATION. ALL CONDUIT FITTINGS, SWITCHES, RECEPTACLE OUTLET, MOTOR LOS, ETC. SHALL BE APPLETON, NO EXCEPTION. WALL SWITCH -APPLETON #EDSC175-F1 WALL OUTLET -APPLETON #EFSR-2D23M LOS -APPLETON #EDS2184 (SECURING ROD FEATURE). 0 ALL CONDUITS AND SUPPORT SHALL BE PVC COATED RGS. RECORD DRAWING 625 The City Drive South, Suite 200 0 0 0 MOUNT 'Los· AGAINST WALL. PROVIDE LABEL TO IDENTIFY 'LOS' FOR EACH PUMP MOTOR. NOT USED. DRY WELL FLOOD FLOAT SHALL BE MADISON MODEL # M5600 (VERTICAL LIQUID LEVEL) NO EXCEPTION. 0 SUMP PUMP WITH INTEGRAL LEVEL FLOAT SWITCH SHALL BE ZOELLER MODEL #M-53 NO EXCEPTION <§> MCP BUILDER PROVIDED EQUIPMENT (i.e. WET WELL LSH AND LIT/LE ONLY) <D> INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONCRETE WALL PENETRATION APPROVED PRINCIPAL CML ENGINEER R.C.E. NO. 46214 This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infommtion and shall not be responsible for any omission which may be incorporated herein as a result. Oran9e, Califomi□ 92868-4946 l---+---+--------------+--4 Signed: Date: --------- Engineering Planning Surveying Construction Services Phom": 714.750.7275 DATE Fax: 714.750.2501 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 RECORD DRAWING E-13 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION 62nd ST -ELECTRICAL NEW PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 31 OF 35 c.° J ~ t ,. . C> > f • LOAD CALCULATION M1 21 .0 F.L.AMPS M2 21.0 F.L.AMPS 62ND STREET 25% 5.3 A LG MTR 20.8 TRANSFORMER 2. 1 OTHER TO CONTROL POWER 70.2 TOTAL LOAD 1-----------'Xr __ T3_ 1750RPM M1 OL1 -_r1_ ~ 7.5 HP 1--~-Y--_TL M 1 21.0 FLA 240V 3¢ 3W 60HZ SERVICE IMSR1I AND DISCONNECT J r _____ I 100A w.NUAL @= 7 I ..J.OQ....A CB L-TRANSFER SW. TO CONTROL POWER I/ ~ME"""' -o---__ ~-,;;::J _ 7 ....>JLA CB M2 OL2 @ I\ Lo o-------0s_1>-~ 7 1-- - -r~::--1 --t-i-t---o a---i.s1-----1 -_Tl_ ~ HP --. 15-., _,_ -L_ - - --_T'.2_ M -2.Lll FLA I '--0------o.-~ .. :._7_1 I _ _ _ L3 T3 L _r:::. = = = :::r---..k--c!.. 1-t s_:: __ -0 Ge. l•sa2I 1-----------'Xr _ _ _ 1750RPM m 1 •• ,:" R~~EPTA)J r DASHED ITEMS ARE BY OTHERS I '9>1£) \..sg, I PPMR PPMR 1 FU 1 " I I 2blk 10 A ___MLA CB -L1 & L2 - -Fl.JSE 3A '"' Cl FUSE 1A DR.SW. u 1:._ -~ 240\480 )( 120V :.7 ~ 1000 VA XFORMER 5 KVA "N~ IS WHITE ,1 40A 2P (-- ~~15A o 15A 1 I•· Gr. 20A 20A! N ~ blk a 1 ' / Gr.-<11 ~ G CONTROL POWER ON \ \ \ UPS /-, BE BONDED MUST TO GRO 1.1S1 MOTOR SAVER 1 Tit.IE DELAY RELAY INST.=INSTANTANEOUS TCAE=TIME CLOSE AFTER ENERGIZIMG TOAE=TIME OPEN AFTER ENERGIZIMG SR=SLAVE RELAY FROM BRISTOL CONTROL UNIT SC=SONIC CONTROLLER "USE COPPER CONDUCTOR ONLY" FOR TERMINALS INTENDED FOR CONNECTIONS ONLY TO COPPER WIRE. LIGHT TEST ·~ I I I I I I I I I 1~..L 1~ I I ·~ LIGHT TEST ·~ I I I I I I I I I 1~~ I I I 1.-o..L I I I I I I 1'-ol.. 60 DEGREES C (140 DEGREES F) FOR TERMINALS RATED LESS THAN 100 AMPERES. 1 MSR1-1 2 @- 3 @- 8 8 ' • / ~ MRR1-iL1 G A f:':ili REMOTE OFF-ON /~, 1 H ~J'. MS1-1 1 0----' 0 4 5 6 7 1 SRl-1 A T e- ~s'!'-@----01 2 9 1 T□R1-1 (INST.} 1 t.tR1-1 10 ' / A /~, 1 0~1-2 ,, @-+ Rl-1 12 ,_/ / ' 1 MSR2-1 13 @--- 23 e- 18 Eru ,. , .. / G A rili REl.40TE OFF-ON + MRR2-20l2-i / ' 1 H J. MS2-1 -@--~ 4 O ~ 15 16 17 1 SR2-1 A .,. -e--- 1~SC2~ 21 19 --- 1 1 1 1 1 1 1 -IDR1-2 (TCAE) l.4R2-1 I 20 ~ /~, 0L2-2 21 -@-- +R2-1 22 , .. / /=, ISR1-1 25 0---- TDR2-1 24 TDR2-2 25 = (INST.) (TOAE) I RJ-1 ~ R:~-1126 RESET 27 -0----~ R4-2 28 ,_/ ,=, '" ,_., ,_, INTRINSIC RELAY FOR FLOAT [ ISR't ~ q ISR'r' 0 SWITCH BACK UP CIRCUIT. ~, ~~ INTRINSIC WIRE IS BLUE. ISR2 DRY WELL FU)QD ~ ~ C ~ -l£1 "CAUTION -MAINTAIN SEPERATION BETWEEN INTRISICALLY SAFE WIRING AND OTHER WIRING." NOTE FIELD WIRING TO TERMINALS A, B, C AND D MUST BE ISOLATED FROM ALL OTHER VOLTAGE BY AT LEAST EIGHT (8) INCHES AR1 AUTO RELAY SIGNAL FROM HOA IN AUTO TO R ru ELAPSED TtME MEJER Ml RUN Ml CONTROL CIRCUIT HAND-OFf-AUTO SW. W/3 LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUMP #1 REQUIRED MOTOR OVERLOAD Al.AAM CIRCUIT . RESET WITH TH£ OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MS2 MOTOR SAVER 2 AR2 AUTO RElAY SIGNAL FROM HOA IN AUTO TO RTU ELAPSED TIME METER M2 RUN M2 CONTROL CIRCUIT HAND-OFF-AUTO SW. W/3 LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUMP f,2 REQUIRED MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH EIUTTON AT THE MOTOR STARTrn. ISR1-1 AND R3 IS THE EMERGENCY HIGH LEVEL BACI< UP FLOAT SWITCH CIRCUIT. BOTH PUMPS RUN AND EMERGENCY HIGH LEVEL ALARfJ IS ON. R<f. IS THE LATCH RELAY FOR TI-E EMERGENCY HIGH LEVEL PILOT LIGHT AND MANUAL RESET PB UNO ROD MB MARK BALAN & ASSOCIATES &A CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 240V 3¢ 3W 60HZ SUPPLY METER AND MAIN SERVICE DISCONNECT 62ND STREET PUMP STATION WIRING COLOR CODE 1 BLACK-POWER ALL VOLTAGtS 2 RED-CONTROL 120V 3 BROWN-UPS POWER 4 ORANGE-POWER 24 voe 5 ORANGE OR ORANGE/GRAY TWISTED SIGNAL AND ALARM 6 WHITE-120V NUETRAL 7 GRAY-DC NEUTRAL 8 WHITE N2-UPS 120 VAC NEUTRAL 9 GREEN ALL GROUNDING 1 0 LABEL ALL PHASES NOTE "N2~ IS TO BE ISOLATED FROM CONTROL POWER NEUTRAL •t,,12• IS WHITE FU 2 SUPPLY .5 A r? 24 VDC POWER S b1k + 24 VDC JS ORANGE BA+--24VDC1SGRAY SONIC CONTROLLER iloNSTBPsllllf!S ' IIUIJTSIIHHH RII H fl4. • • "' PVT ! H L H L OL, e"rs' J f"l'rt-i ui: a, +-vcKTOTD Dr " " 4~1181111111111 ' ~ MODE EXHAUST F AN 1 EMERGENCY HIGH WET WELL LEVEL ALARM 2 SONIC LEVEL CONTROLLER 3 CWLP 4X20 KEYBOARD DISPLAY 4 EMERGENCY HIGH WET WELL LEVEL RESET PB 5 MOTOR 1 SAVER DISPLAY 6 MOTOR 2 SAVER DISPLAY 7 CIRCUIT BREAKER HANDLE'S 8 ELAPSED TIME METER 9 PUMP RUN PILOT LIGHT 10 CONTROL POWER ON LIGHT 11 PUMP REQUIRED LIGHT 12 PILOT LIGHT TEST PB 13 HOA (HAND-OFF-AUTO SW.) 14 ALARM LIGHT TEST PB 15 OVERLOAD PILOT LIGHT 18 15A GROUND FAULT RESEPT. 19 OVERLOAD RESET PB ,--, - --l I I I f-.. .j 1(1{□ I CJ I •@ / ' 2 3 [:,:] 0 7~ 7~ 7~ ,§ §• '@/ ' / '@/ 9 G "@ g G i@' /@' / ' 1 0 ' / '@/ 1<@ 1@ 1 A / ' f (Blx: ~ 1 ;{Ji) f.@' 18 ~ / ' "@ .. 5/8"X10" COPPER CLAD GROUND ROD W/1 #? SOLID COPPER GROUND WIRE AND CLAMP 13" I ~~ \ '---~ I SCE METER 31 31 l FAN DISCHARGE 13" PLENUM W/GRILL I V' I 9" X 5 1/2" / SCE METER WINDOW ~ 3 POINT PAO LOCKABLE HOFFMAN A-727218FSO DOOR HANDLE T'!PE CONSTRUCTION HIDDEN HINGES AND GASKETED 3R 31 6 DOOR GASSKETS STAINLESS STEEL RECORD DRAWING This Record Drawing has been prepared based on informaLiun provided by ulhers. PBS&J has nul verified lhe accuracy and/or complclcncss of this information and shall nol be responsible for any omission which may be incorporated herein as a result. Signed: Date: ------------ ,, ,, ;_FRccO::.cM::....:G:.:Ec.:N_-.:::S:::.ET'---->➔ >-__J r- I - 100A 600V RECEPT 1 BRISTOL BABCOCK CWLP 2 CONTROL RELAYS 3 CONTROL TRANSFORMER 4 CONTROL POWER & 24 voe POWER SUPPLY FUSES AND NEUTRAL BLOCK 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS 8 MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CB 10 24 voe 2.4A POWER SUPPLY 11 POWER/PHASE MONITOR RELAY 12 INTRINSIC RELAYS 13 FVNR STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS 16 CONTROL TRANSFORMER AND POWER/ PHASE MONITOR RELAY FUSES BACK PANEL INNER DOOR = = = = = = = " _I 5" WINDa; FOR CONDUIT L ______________ _ M1 7.5 HP 21.D FLA M2 7.5 HP 21.0 FLA LEVEL CONTROL SONIC TRANSDUCER BACK PANEL LAY-OUT 10A FUSE 11M. 1P I --.. 20/I. 1PI SP.-.cE --0 SPACE --I SP!.CE ---0 SPACE ----I SPACE ---0 0---SPACE ______________ __J -E--CONOU IT SEALING FITTING DRY PIT FLOOD EMERGENCY LEVEL FLOAT SW. ,-------------------48''------------------~ ~, .... , ................................ _.... L'-'-" L'-'"L,..-'L'-'-' L'-'-' L'-'-' ---- 2 ...,......,._,. ..... --.................... ---------.... =============:::i 5 -15 113 [6i II DIST. II PANEL II II II II II II II 5 KVA XFORMER II II g II II II II II 0 100 AMP METER SOCKET AND MAIN DISC. □ 100A DOUBLE THROW XFER SW. 4" X 2.5" BELL APPLETON ACR1033 / AJA100 GEN SET RECEPTACLE LOUVER W/REMOVEABLE WASHABLE FILTER ~-----------,;5" WINDOW FOR CONDUIT---\-----'~---__J 2'' 0 0 1 -7 I I 0 ' I I L_J 0 0 RIGHT 6 ,, HAND SIDE 8" X 12" REMOVABLE COVER PLATE OVER 6" X 1 O" CUT OUT FOR RECEPTACLE CONDUIT -----8" 0 0 ' ' 0 0 1 i .. I APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 4" ID 36" RAD. FROM SCE RECORD DRAWING i;~~5 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION 625 The City Drive South. Suite 200 Orange, California 92868-4946 l---+--+----------------1------l PUMP CONTROL SCHEMATIC AND PANEL EQUIPMENT LAYOUT-1 Engineerinq Planning Surveying Construction Services Phone: 714.750.7275 DATE Fax: 714.750.2501 DATE BY DESCRIPTION APP'□. DESIGNED REVISIONS CHECKED DRAWN TN TN DATE MB JAN 2006 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 32 DF 35 • ~ \J'\ MB &A LOAD CALCULATION M 1 42.0 F.L.i\MPS M2 42.0 F.L.AMPS 25% 8.3 A LG MTR 20.8 TRANSFORMER 2.1 OTHER 115.2 TOTAi_ I_OAD CHINA COVE ., __ M1 OL1 --1Q_A CB l-++------6 I o-----------------~ TIME DELAY RELAY INST.=INSTANTANEOUS TCAE=TIME CLOSE >flER ENERGIZING TOAE-TIME OPEN AFTER ENERGIZING SR=SLAVE RELAY FROM BRISTOL CONTROL UNIT SC=SONIC CONTROLL.£R z MOTOR #2 ~ THERMAL MOTOR #2 .A, SEAL FAIL 1~EMOTE 2 OFF-ON SW. 3 P #2 REMOTE ,i. OFF-ON SW. "USE COPPER CONDUCTOR ONLY• FOR TERMINALS INTENDED FOR CONNECTIONS ONLY TO COPPER WIRE. 60 DEGREES C (140 DEGREES F) FOR TERMINALS RATED LESS THAN 100 AMPERES. MARK BALAN & ASSOCIATES CONSUL TING [NGIN[[RS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 ' LIGHT TEST 1~ I I I I I I I I I 1 ---'- ""1 I I 1rt: LIGHT TEST 1~ I I I I I I I I I 1 ---'-'"°I I I 1 ---'- '"°I I I I I 1Ri:~ I I I Lio.....L 1- I I I I I ,~ (714) 070--2000 127-55-150 ' 1 1 1 1 PPMR Pf~R 1 FU 1 " ~- I 10 A MSRl-1 2 • --L1&L2 1~1k -FUSE :,A l3 AJSE 1A l~240\4BO X 12DV 500 VA XFORMER DRSW ,_, G / ' 7 "NH IS WHITE @- -@- 7 ,_/ G A r~ REl.10TE OFF-ON fMRR1-2 / ' H ~y MS1-1 OL1-1 0-2 Q V 4 "' 5 "' 6 SR1-1A ~ @-.. 1-"2}. ~~ 9 -- 1 TOR5-1 (INST.) 1 MRl-1 10 ,_/ A / ' 1 OL1-2 11 @-+ Rl-1 " ' / /-, 1 MSR2-1 ,. e- 21 e- 15 EIM 20 ' / A REMOTE OFF-ON f ,-, 1 H r~ Y. M52-1 R4-2 MRR2-20L2-I @-0 ~5 J ~ 18 -·,9 1 SR2-1 A :r B- J__-@--=SiC2i=@-2 22 1 1 1 1 ' ' 1 1 1 1 1 TDR5-2 (TCAE) MR2-1 .. 23 ,_, /-, OL.2-2 24 e-fR3-1 25 ,_, R /-, 2P1 2P2 -a 26 €)- R4-1 mR4-1 RESET ~ 28 ' 27 (TCAE) IDR4-2 29 ;: (TCAE) '-/ / ' ER1 '~/ " ~ / ' ER1 " --~ 1W1 1W2 I -- ISR1-1 " @- TDR6-1 ,. IDRfi-2 " ~ (INST.) (TOAE) RS-2 ~ R6-1 136 ,I BESET D 0- rn, rn" [ ISR10 I ISR2 G [c "cAUTION -MAINTAIN SEPERATION BETWEEN INTRISICALL Y SAFE WIRING AND OTHER WIRING:' NOTE FIELD WIRING TO TERMINALS A, B, C AND D MUST BE ISOLATED FROM ALL OTHER VOLTAGE BY AT LEAST EIGHT (8) INCHES * R6-2 311 ,_, / ' INTRINSIC RELAY FOR FLOAT ] SWITCH BACK UP CIRCUIT. INTRINSIC WIRE IS BLUE. ISR2 DRY WELL FLOOD 40A 2P (--( [®---6~1 SA 1~ o 15A 1 11• Gr. 0 20A 20A' --a UPS N Gr.•ll r=l-, CONTROL POWER ON I.._ I.._ I.._ MUST B TO GRO MSl MOTOR SAVER 1 AR1 AUTO RELAY SIGNAL FROf.l HOA IN AUTO TO RTU ELAPSED Tl!-.IE METIR foll RUN Ml CONTROL CIRCUIT HAND-OFF-AUTO SW. W/3 LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUMP #1 REQUIRED MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MS2 MOTOR SAVER 2 AA2 AUTO RELAY SIGNAL FROM HOA IN AUTO TO RTU El.APSED Tit.IE METER M2 RUN M2 CONTROL CIRCUIT HAND-OF'F-AUTO SW. W/J LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUl.1P f2 REQUIRED MOTOR OVERLOAD ALARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MOTOR HIGH TEMP. ALARM CIRCUIT TDR4 HIGH TEMP. LATCH RELAY MOTOR #2 M2 SEAL FAIL ISR1-1 AND R5 IS THE EMERGENCY HIGH LEVEL BACK UP FLOAT SWITCH CIRCUIT. BOTH PUMPS RUN AND EMERGENCY 111Gtl LEVfJ_ Al.A~ !S ON. R6 IS THE LATCH RELAY FOR fHE EMERGENCY HIGH LEVEL PILOT LIGHT .&ND MANUAL RESET Pl3 E BONDE□ UND ROD WIRING COLOR CODE 1 BLACK POWER ALL VOL.AGES 2 RED CONTROL 120V 3 BROWN UPS POWER 4 ORANGE POWER 24 voe 5 PURPLE OR PUPLE/GRAY TWISTED SIGNAL/ ALARM 6 WHITE 120V NUETRAL 7 GRAY DC NUETRAL 8 LABEL ALL PHASES Fe 2 . 5 A 24 voe POWER [? SUPPLY + 24 \JDC IS ORANGE 5A+--24 voe IS GRAY SONIC CONTROLLER . " -,"'f ' WT1YDWH "" • " M • • "' " "'1T 1 N lHL (llr"r~' ... -vcKTDTD Dl " H J L1 l2 Or 113~~B111 t I 1 1 1 1 ' ' 'c!c" MODE 240V 3¢ 3W 60HZ SUPPLY METER AND MAIN SERVICE DISCONNECT ,---------7 I ,.--.._ I I I ON-OFF-ON MANUAL 100A TRANSFER SWITCH CHINACOVE PUMP STATION 1------------------------------------------------, I ~----~-----~-----~--------~ I I I "UNDERGROUND I I J.5.QAF ) 3P _!.5.llAF ) 3 p 2P I I CONDUIT AND I ,,..__.,, 3 #2 I CONDUCTORS ----r-e> I SCE STANDARDS 1 1 _llll)__AF ) 1 1 ~ ' 3 #2 J.5.0.AF _§Q_AT ~_fil DOOR SWITCH 5 KVA : 480V X 120/2401 5/8"X 1 O" COPPER CLAD GROJND EMERGENCY HIGH WET WELL LEVEL ALARM 2 SONIC LEVEL CONTROLLER 3 CWLP 4X20 KEYBOARD DISPLAY 4 EMERGENCY HIGH WET WELL LEVEL RESET PB 5 MOTOR 1 SAVER DISPLAY 6 MOTOR 2 SAVER DISPLAY 7 CIRCUIT BREAKER HANDLE'S 8 ELAPSED TIME METER 9 CONTROL POWER ON LIGHT 10 PUMP RUN PILOT LIGHT 1 1 PILOT LIGHT TEST PB 12 PUMP REQUIRED LIGHT 13 ALARM LIGHT TEST / SEAL FAIL TEST PB 14 HOA (HAND-OFF-AUTO SW.) 15 SEAL FAIL LIGHTS 16 OVERLOAD PILOT LIGHTS 17 HIGH TEMPERATURE ALARM 18 HIGH TEMPERATURE RESET PB 19 OVERLOAD RESET PB 20 15A GROUND FAULT RESEPT. 1 BRISTOL BABCOCK CWLP 2 CONTROL RELAYS 3 CONTROL TRANSFORMER 4 TRANSFORMER/CONTROL FUSE 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKER 8 RUN MONITOR RELAY 9 5 KVA TRANSFORMER CB 10 24 VDC 2.4A POWER SUPPLY 11 INTRINSIC HIGH LEVEL RELAY 12 INTRINSIC RELAY 13 MOTOR STARTERS (FVNR) 14 INTRINSIC TERMINALS 15 FIELD WIRE TERMINALS ROD W/1 #? SOLID COPPER GROUND WIRE AND CLAM" -- l -7 _J 5 4" -- 18" g 4 1/8" 19" 21 " RECORD ORA WING n I I I I I I I I I I I I I I I I u This Record Drawing has been prepared based on information provided hy others. PRS&.1 has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: Date: ------------ I n ' _lQO_AT I 3P I I 3 2 L __ ______ _J SIZE 2 SIZE 2 FROM GEN-SET --....:: '---'-=-------'--=-'-------'--='--------7-3> >---,----' 10A FUSE 1 OOA 600VI RECEPT I L _____________________ _ 72" 39" 33" INNER DOORS r~ - >ct □ [§ •@ / " 2 3 0 0 7~ 7~ 7~ a§ "@/ §• 54 9 G "@/ / " " / I G 1@ 1<@ < 'y < > 1:@ 1@ "® / " '-/ /'-,<Ji) 1@ 1-0) " / <'®>@"®/ 1(81 1 1 0 1 / '-. / '-. / '-. ,, 19@ ~ 19@ 20 l 1--1\ BACK PANEL LAY-OUT f--------------72"---------------l [l] [l][l] [l] [l] [g] [l] [g] 2 [l] [g][g] [g] [g] [g] [l] [g] 5 ============= '77 [I][Il] LJ 4 6 8 [g] LOUVER W/REMOVEABLE, WASHABLE FILTER DIST. PANEL 5 KVA XFORMER 9 100A DOUBLE THROW XFER SW. M1 15.0 HP 41.0 FLA M2 15.0 HP 41.0 FLA APPLETON ACR1033/AJA100 GEN SET RECEPTACLE APPROVED LEVEL CONTROL SONIC TRANSDUCER 625 The City Drive South, Suite 200 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Engineering Planning Surveying Construction Services Orange, Califomi□ 92868-4946 l---+--+---------------+------1 Phone: 714. 750. 7275 DA TE Fox: 714.750,2501 DATE BY DESCRIPTION APP'D. DESIGNED REVISIONS CHECKED DRAWN TN TN DATE MB JAN 2006 ~ 240/480 X 120V _5.QQ_VA TRANSFORMER GROUND TRANSFORMERS DIRECTLY TO GND. ROD VOLTS I I I 15,11, lP I 151\1PI 10A FUSE ----2oo.1PI SPACE ---0 SP.-.CE --I SPACE ---0 SPACE ----I SPACE -0 0----SPACE ______________ __J <E---CONDUIT SEALING FITTING DRY PIT FLOOD EMERGENCY LEVEL FLOAT SW . ·,-7' I I 8" X 12" REMOVABLE COVER PLATE OVER 6" X 1 O" CUT OUT FOR RECEPTACLE CONDUIT • 0 " I I L_J 54 • 0 RIGHT HAND SIDE 0 0 12" • 18 " RECORD DRAWING E-15 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PUMP CONTROL SCHEMATIC AND PANEL EQUIPMENT LAYOUT-2 CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 33 OF 35 • LOAD CALCULATION M1 15.0 F.L.AMPS M2 15.0 F.L.AMPS MARINERS 25% 3.8 A LG MTR 20.8 TRANSFORMER 2.1 TO CONTROL POWER OTHER 56.7 TOTAL LOAD IAo--CB---ja.,j----jM1 OL1 -_T!_ ~ __L_5_ HP ~---6 ¢----1-4-------l e--__,.,.= __ r,_ M 1 -21..ll FLA <l----j"'i----i 1------'Xr-__ T~ -1.Q.0 RPM 240V 3¢ 3W 60HZ SERVICE I MSR1 I AND DISCONNECT MR J ~ ~ -..,__ _Jj)J-~CB L =s::t~. TO CONTROL P~~ER OL2 1 [§@.I 7 ( MS-~ --~...j... -_ l-- - -'-"L"--1 -+l-+-----6 O--t"'t----1 f---".;c,...._--T!_ __L_5_ HP I Lo 0---- -----<>,_-,,__,_ 7 'L2 M I \ -o-- -----6'.<5-<>-+7j_ f-- - -i-=----+--e-e------6 ¢----1-,j-----j e--__;y= -_T2_ -21.l) FLA '--r:::. _ _J5-_3-1 - - -µl.3"-.J.-l--+------6 1------'Xr---T~ 1750 RPM L -€ = = = :::r--100A RECE~1J1-- -----0 Ge. I MSR21 1011. CB ' I DASHED ITEMS ARE \q\t:j ~ _JQ__A CB BY OTHERS >-:!_ 1----1--J.---6 I 0-----------------------, GEN TIME DELAY RELAY INST.=INSTANTANEOUS TCAE= TIME CLOSE AFTER ENERGIZt-lG TOAE=TIME OPEN AFTER ENERGIZING SR=SLAVE RELAY FROM BRISTOL CONTROL UNIT SC=SONIC CONTROLLER \,_s~ 1 1 1 1 LIGHT TEs; 1 ..L l-0I0• ·-- I I 1 I 1 PPMR PPM~ 1 FU 1 OR.SW. "W IS WHITE 1blk 11 :!blk ' ' WA ii] 240\480 X 120V I 1000 VA XFORMER ' / G r, MSR1-1 2 -e- 3 -e--- 8 -·--- 8 ' / A r~ REfJOTE OFF-ON f MRR1-2 /-&, H ~J'"l""!---fII M~~-1 OL1;;;1 -0-0 4 5 ' 7 SR1-1 A -@- I 1 -SC1 - ; ~EMOTE OFF-ON SW. P #2 REMOTE OFF-ON SW. I I 1 I 1 I 11-o...L 1- I 1 I 1~ 1 LIGHT TEST 1~ I I 1 I I 1 2 ~, 2 9 TDR1-1 (INST.) ~R1-1 10 OL1-2 MS.~2-1 13 A r~ REMOTE OFF-ON H ~y 0 14 v-4 15 SR2-1 A ' / A / ' 11 -0--t R1-1 12 '.J R ,-, -e- 23 -e- 1B 18 ' / G f MRR2-2DL.2-I ,-, MS2-1 -@-16 17 @- I 1--tv,SC2,---,_ " I I I I 1~ I I I 1~ I I I I I I 1c;,l "USE COPPER CONDUCTOR ONLY" FOR TERMINALS INTENDED FOR CONNECTIONS ONLY TO COPPER WIRE. 60 DEGREES C ( 140 DEGREES F) FOR TERMINALS RATED LESS THAN 100 AMPERES. 1 1 1 1 1 1 1 MB MARK BALAN & ASSOCIATES &A CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 TOR1-2 (TCAE) MR2-1 .. 20 ' / A / ' OL2-2 21 e-fR2-1 22 ,_/ R r, ISRl-1 25 @- TDR2-1 24 TDR2-2 25 f1,-(INST.) (r0AE) RJ-1 ~ R4-1126 .., I RESET 27 0--------f R4-2 28 '~' / ' -· . INTRINSIC RElAY FOR FLOAT I ISR1 b I ISR't b SWITCH BACK UP CIRCUIT. ~ INTRINSIC WIRE IS BLUE. , ISR2 DRY WELL FLOOD IA [c ~ [fil "CAUTION ----MAINTAIN SEPERATION BETWEEN INTRISICALLY SAFE WIRING AND OTHER WIRING." NOTE FIELD WIRING TO TERMINALS A, B, C AND D MUST BE ISOLATED FROM ALL OTHER VOLTAGE BY AT LEAST EIGHT (8) INCHES (714) 970-2000 127-55-150 ' 5 KVA ~~2P --~{ 4 blk GFl o"" ;: i5 ;::;; UPS II,. Gr. ,r-lOA lOA 5o " Gr.•11 'rt-, CONTROL POWER ON I._ I._ I._ MUST BE BONDED TO GROUND ROD MS1 MOTOR SAVER 1 AR1 AUTO RELAY SIGNAL FROM HOA IN AUTO TO RTU ELAPSED TIME METER Ml RUN M1 CONTROL CIRCUIT HANO-OFF-AUTO SN. W/3 LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUMP fl REQUIRED MOTOR ~LOAD ALARM CIRCUIT , RESET WITI-1 THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MS2 l.lOTOR SAVER 2 AR2 AUTO RELAY SIGNAL FROM HOA IN AUTO TO RTU ELAPSED TIME METER M2 RUN M2 COOTROL CIRCUIT HANO-OFF-AUTO SW. W/3 LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUMP #2 REQUIRED MOTOR OVERLOAD ALARM CIRCUIT . RESET WITI--1 THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. ISRl-1 AND R.3 IS THE EMERGENCY HIGH LEVEL BACK UP F"LOAT SWITCH CIRCUIT, BOTH PUMPS RUN AND EMERGENCY HIGH LEVEL ALARM IS ON. R4 IS THE LATCH RELAY FOR THE EMERGENCY HIGH LEVEL PILOT LIGHT AND MANUAL RESET PB WIRING COLOR CODE 1 BLACK-POWER ALL VOLTAGES 2 RED-CONTROL 120V 3 BROWN-UPS POWER 4 ORANGE-POWER 24 VDC 5 ORANGE OR ORANGE/GRAY TWISTED SIGNAL AND ALARM 6 WHITE-120V NUETRAL 7 GRAY-DC NEUTRAL 8 WHITE N2-UPS 120 VAC NEUTRAL 9 GREEN ALL GROUNDING 1 0 LABEL ALL PHASES NOTE ~N2" IS TO BE ISOLATED FROM CONTROL POWER NEUTRAL FU 2 ,5 A 24 VDC POWER r':7 SUPPLY 5 blk ! r--mv~ + 24 VDC IS ORANGE SA+--24VDCISGRAY SONIC CONTROLLER .::~~ ::P~--:r R5 ~ M lt:l R2 R1 "'1!ZH LHL DL L -+-~C-~DTD V I I • 9 ! L400E " L1 L2 Q- = EXHAUST FAN r ~-r 240V 30 3W 60HZ SUPPLY METER AND MAIN SERVICE DISCONNECT ON-OFF-ON MANUAL 1 OOA TRANSFER •• SWITCH r-----------7 r---------7 I I I I I 3 #2 I I I .------, I 3 #2 I I I MARINERS PUMP STATION 1-----------------------------------------, 10A 2P FUSE .1.5.0.AF ..,3D_A I ) : 2P I "UNDERGROUND CONDUIT AND CONDUCTORS--~!~ SCE STANDARDS I _1..illLAF ) _1..illLAT I I 3 #2 I I I ;,Q---+----'---_J .1.5.o.AF ) 3P "~ls,,,. DOOR SWITCH 5 KVA I 240/480V X I 120/240 5/8"X10" COPPER CLAD GROUND ROD W/1 #? SOLID COPPER GROUND WIRE AND CLAMP 31" 1 3" I I ·- I I L __ 3P I I I I I I I _______ _J L ________ _J FROM GEN-SET 100A 600V RECEPT L ______________ _ M1 5.0 HP 15.0 FLA M2 5.0 HP 15.0 FLA BACK PANEL LAY-OUT 10A FUSE LEVEL CONTROL SONIC TRANSDUCER 240/480 X 120V 100tYA TRANSFORMER GROUND TRANSFORMERS DIRECTLY TO GND. ROD VOLTS I I I I )--)_4Q_2P r-1-------, I ------------0---15A 1PI 15A 1PI 1 DA FUSE ----20A 1PI SPACE --0 SPACE I -~ SPACE --0 SPACE -----I SPACE --0 0--SPACE ______________ _J <E---CONDUIT SEALING FITTING DRY PIT FLOOD EMERGENCY LEVEL FLOAT SW. ~-----------------..... s''------------------~ EMERGENCY HIGH WET WELL LEVEL ALARM 2 SONIC LEVEL CONTROLLER L ~o I I•@ / '-2 3 CD Q ( "~ I I \ '--~ J I I 1 BRISTOL BABCOCK CWLP 2 CONTROL RELAYS II DIST. 2 ..--............. .,....,......,. ........................... ...... II PANEL II -.... -._. ......... _ ...... __ II 0 100A DOUBLE THROW XFER SW. 3 CWLP 4X20 KEYBOARD DISPLAY 4 EMERGENCY HIGH WET WELL LEVEL RESET PB 7~ 5 MOTOR 1 SAVER DISPLAY 6 MOTOR 2 SAVER DISPLAY •8 7 CIRCUIT BREAKER HANDLE'S 8 ELAPSED TIME METER 9 PUMP RUN PILOT LIGHT 10 CONTROL POWER ON LIGHT 11 PUMP REQUIRED LIGHT 12 PILOT LIGHT TEST PB 13 HOA (HAND-OFF-AUTO SW.) 14 ALARM LIGHT TEST PB "@/ 9 G {;(I)'- "@/ I A f (B>)( f.@" 15 OVERLOAD PILOT LIGHT 18 15A GROUND FAULT RESEPT. 19 OVERLOAD RESET PB f--~ l FAN DISCHARGE PLENUM W/GRILL SCE METER 7~ 7~ §• " / "@/ "® 9 G /@'-/ '-10 "@/ 14© I A / '-[§] 1:@ 18 ~ '-19@ 1 3" VG 9" X 5 1/2" / SCE METER WINDOW 3 POINT PAD LOCKABLE HOFFMAN A-727218FSD ~ DOOR HANDLE TYPE CONS.I RUCTION HIDDEN HINGES AND GASKETED 3R 316 ODOR GASSKETS STAINLESS STEEL RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has 1101 verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: Date: ------------ 31" Engineering Planning Surveying I I r - 6 ,, 3 CONTROL TRANSFORMER 4 CONTROL POWER & 24 voe POWER SUPPLY FUSES AND NEUTRAL BLOCK 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS B MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CB 10 24 voe 2.4A POWER SUPPLY 11 POWER/PHASE MONITOR RELAY 12 INTRINSIC RELAYS 13 FVNR STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS 16 CONTROL TRANSFORMER AND POWER/ PHASE MONITOR RELAY FUSES ta[)] -15 .. 5 II II II II II 5 '<!IA XFORMER II II g II II II II II 100 AMP METER SOCKET AND MAIN DISC. □ 4" X 2.5" BELL '-----------xs" WINDOW FOR CONDUIT---\-----'s----~ 2'' BACK PANEL INNER DOOR = = = = = = = _I " 0 1 -7 I I 0 I I L_J 0 RIGHT HAND SIDE 4" ID 36" RAD. 8" X 12" REMOVABLE COVER , PLATE OVER 6" X 1 O" CUT OUT FOR RECEPTACLE CONDUIT ' ' " 0 0 0 12" ' 0 APPLETON ACR1033 / AJA100 GEN SIT RECEPTACLE LOUVER W/REMOVEABLE WAS HABLE Fl LTER FROM SCE 5" WIND~ FOR CONDUIT RECORD DRAWING E-16 C-3585 MARINERS, CHINA COVE AND 62nd STREET l WASTEWATER PUMP STATION REHABILITATION l--+--1--------------+---I--PPRiRINNCr.itPPJAIILtC°:iilV1liiLFIENJi'G:iKtNiFiEEFl'Rl-l--~..'...'....==~~~~=-:':=:::::-:~-=-=-~~:;-':'~:;'::=:~=:-:..:_:.=_:__-i 625 The c;ty oc.;ve South, su;te 200 R.C.E. NO. 46214 PUMP CONTROL SCHEMATIC AND ~;:~!~-,~~;~;~;;2,; 2868 - 4946 DATE PANEL EQUIPMENT LAYOUT-3 APPROVED Fax: 714.750.2501 DATE BY DESCRIPTION Construction Services APP'D. DESIGNED TN DRAWN TN CITY OF NEWPORT BEACH S-5201-S CHECKED DATE PUBLIC WORKS DEPARTMENT REVISIONS MB JAN 2006 SHEET 34 OF 35 ...0 C: l ~ ~ MB &A YELLOW PLASTIC WARNING TAPE--~ CUT EDGE 3 >---~ ' 1/ ,(~,1/,<, 1/, %, , '-." Y:r-: 95% COMPACTED ,;;,:; BACKFILL------,R\,'7'½(;, PVC CONDUITS (PER PLANS) ---'9.i½½½¼ ~-----NEW SURFACE TO MATCH EXISTING 0 ~--EXISTING SURFACE (TYP) W ~~ 1/ 1/,-' ~' A/' f777'.n'½½7'c~~,y-:;:-.-#4 REBAR HOOP AT 8' MAX. (OVERLAP 18" MIN.) fh7'.T7½1/;,';li.~-#4 REBAR, LONGITUDINAL ----~~'---'---'---'~-AT 4 CORNERS (OVERLAP CONCRETE • 0 Q . ENVELOPE-------45<:v'77x " ,,.,---t-f~n½f9.L----+.,___2" SEPARATION (TYP) 18" MIN.) 1 " CONC. " 0 0 " COVER " " -., ---t-frn'r,I--:__ 3" COVER (TYP) (TYP) -----1=;~;;,i;~~~~rit-----J- NOTES: 0 24" MINIMUM COVER UNDER ROADWAYS, 18" MINIMUM UNDER UNPAVED AREAS. SAWCUT EXISTING SURFACE (NEAREST TO JOINT), SAWCUT TO BE STRAIGHT AND FULL DEPTH. ~------UNDISTURBED EARTH 0 TACK COAT TO CUT EDGE. CUT TO BE 1" BEYOND EDGE OF PIT. PROVIDE BASE COURSE UNDER NEW SURFACE THAT ARE ASPHALT. TYPICAL CONDUIT DUCTBANK DETAIL NO SCALE GROUND CONDUCTOR (IN CONDUIT WHERE EXPOSED TO PHYSICAL DAMAGED)---~ GROUND CONNECTION GRADE----- NOT MORE THAN 3" OR " LESS THAN 1" WHERE CONCRETE IS IN DIRECT CONTACT WITH EARTH CONCRETE FOUNDATION OR FOOTING " • 4 " • CONCRETE DETAIL NO SCALE NOTE: CONDUIT AND WIRE SIZE PER PLANS AND SPEC'S. ~----ELECTRICAL EQUIPMENT GROUND BUS OR LUG --GROUND CONNECTION #4/0 BC 20' OR MORE ENCASED " BONDED TO METALLIC COLD WATER PIPING SYSTEM WHERE AVAILABLE " ~ " " 4 #4/0 BC GROUND WIRE (3" MIN. FROM REBAR) GROUND MARK BALAN & ASSOCIATES CONSULTING ENGINE:CRS 19871 YORBA LINDA BLVD, SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 FINISHED GRADE---. GROUND CLAMP BURNDY TYPE GAR OR TYPE GP. ANDERSON ELECTRIC TYPES GC -111 OR GC-115 OR EQUAL---------!_/ 14" ----MONUMENT CASE WITH "GROUND" LEGEND CAST INTO COVER. (BOLTED COVER W/SST BOLTS) --t-+----BARE COPPER CONTINUOUS GROUND WIRE FOR MULTIPLE ROD INSTALLATIONS. MILLTRONIC XPS 15 SONIC TRANSDUCER / SILMILAR TO DETAIL E/E-17 _____,/ 18" STAINLESS STEEL MOUNTING CLAMP (TYP.) BARE COPPER WIRE '-----+----++----BOLTED GROUND ROD r- :::J VJ 0 r- :r: r-(!) z w _J TO EQUIPMENT GROUNDS _____ __,. 3/4"<1> X 10'-0" COPPER CLAD GROUND ROD --- WIRE TIE (TYP) 1" X 6"L SS NIPPLE GROUND ROD AND DETAIL NO SCALE WET WELL ACCESS COVER '::;:JC::::::::===-:'.S~TA~INLESS STEEL SUPPORT PER MFR REQUIREMENT ~-5/16" SS CABLE W/ AN EYE AND THIMPLE EACH END ---3/8" SS BOLT & NUT ,~--CUT SLOT FOR TRANSDUCER CABLE 1" SS COUPLll>-IG-V~~,] 3" 3" I (NOTE 1) MILLTRONIC XPS 15 SONIC TRANSDUCER NOTE: 1. DIMENSION BASED ON MILLTRONIC XPS-15 SONIC TRANSDUCER ULTRASONIC TRANSDUCER DETAIL NO SCALE (TYP. FOR MARINER AND 62ND STREET PUMP STATIONS) RECORD DRAWING This Record Drawing has been prepared based on information provided by others, PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ WELL @ En gin sering Planning Surveying Construction Services CLAMP. BURNDY TYPE GAR. ANDERSON ELECTRIC TYPE GC-1'11, OR EQUAL 2' SLACK ----- HIGH LEVEL FLOAT SWITCH----~ ,----,_ 'L' BRACKET (S/S) NOTE: FLOAT SWITCH SHALL BE ROTO-FLOAT TYPE SXXNO WITH 30 FEET OF UNDERWATER CABLES WITH ACCESSORIES. LEVEL SWITCH INSTALLATION DETAIL NO SCALE 625 The City Dri'Je South, Suite 200 I T-----~ ULTRASONIC TRANSDUCER DETAIL NO SCALE (TYP. FOR CHINA COVE PUMP STATION) Lsu.e 7 DRY PIT FLOOD ALARM DETAIL NO SCALE 6" STAINLESS STEEL MOUNTING CLAMP (TYP.) RECORD DRAWING E-17 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 Orange, Cclifornio 92868-4946 l------+---+-------------,f------1 ELECTRICAL DETAILS Phone: 714.750.7275 DATE Fax: 714.750.2501 DA TE BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN REVISIONS CHECKED DATE MB JAN 2006 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 350f 35 CLUB HOUSE NEW BYPASS VALVE VAULT 62nd ST PUMP STATION REMOVE EXISTING POWER POLE & OVERHEAD LINE '"-, REMOVE EXISTING ~ CONTROL PANEL -, -0 ··•--x-O--x--O ·-.. --x-----0 -·-···-•--0---;,···--0---,---C . \V> 0~ PARK NG LOS 62ND ST PUMP STATION -SITE IMPROVEMENT PLAN SCALE: 1"=10'-0" IJIICI 18022 Cowon .. S.11• IOOA !1.,~'J ::;;~, °;~~~o~!:~ ~~~~~~g Fok: 949/440-61B3 Construction Ser.ices APPRCNf..O 1----1-----4--------l--~ UffiUTIES ENGINEER DESIGNED DRAWN DY CS CHECKED DATE MR FEB 03 62ND ST PUMP STATION SITE IMPROVEMENT PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT -' <( 7. <( u -. ~ B'<l3TNG LOW\VAI.L •JCH \==- ~ \ \ f~l l/,.J(j Mtl.Al...(:IJ(..A l"REE'5 10 l<cMPJN 447CAN"L51R:Et.1 l;Xl'511MG PALM lRF.J:<=j ro REM..:',N RB-v\iE 009 TNG D!<ICK:5 AND RE;A.Pee \\'1l'H LPNDSCAPt•lG Ren?VEt;XJ51"1G LPNDSCAPf; Al-ID RB=1_,.\Cf: CANAL STREET EXJ5TlMG \V.ALK 1,JE'\V r--t.JMP SfAn:::n-1 SU: ENGINEERS r:=t.AN -- CANAL STREET E-;XISTlt-!GPAI..M rRE"E:5 ro REM.AJM ~ 0(JSflrlG f0-IC£ • TENNIS COURT 0 1-JE'\VCONTROL PANE;L txtb I M6 V.AJ_M 1REES 10 ~M~I I 0 6RAl'HlvSGALI! I D □ 10 2 0 C LUBHOUSE ---- ------- ---- --- , EX0Tll•IG !CEA.ANT TO Bf REMOVED ------ EX.tSf'r..JG 1-11:DGE fO Rf.M~l NORTH &G-ALE, 1• • 1<:/·c:1' 90 40 !50 60 DATE: 2-3-03 ORA WU BY: D.P. SHEET NO. L-1 OF- ._ ., • • • JOHN WAYNE 1 >,f AIRPORT ~~ ;::,"o MARINERS ~ ~)--:i, ~4,: PUMP STATION ~ ""' ~{/ •• CITY OF 0' 0, a ~ COSTA MESA > CITY OF _, CD ~-IRVINE VICTORIA ST ~ c,: 0 [D UN\l/£RSITI' "" < I 62nd ST PUMP STATION VICINITY MAP OC[AN CHINA COVE PUMP STATION NOT TO SCALE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DRAWING AND PROCESS AREA DESIGNATION SYSTEMS 1. DRAWINGS ARE SUBDIVIDED BY DISCIPLINE AS FOLLOWS: G GENERAL C CIVIL, OUTSIDE PIPING, SITE DEVELOPMENT AND DEMOLITION A ARCHITECTURAL S STRUCTURAL P PROCESS AND INSTRUMENTATION DIAGRAM M MECHANICAL, VENTILATING AND PLUMBING E ELECTRICAL I INSTRUMENTATION EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALJFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT TELEPHONE 800-624-8153 800-611-1911 800-750-2355 949-644-3011 714-962-2411 949-542-6222 800-422-4133 RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified lhe accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a resnlt. Signed: ______ Date: __ _ Engineering Planning .-PUBLIC WORKS DEPARTMENT PLANS FOR THE CONSTRUCTION OF MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION C-3585 APPROVED: DATE: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: -----==~~7'7.==----=c-=-=--,-,-:c--=-,-,,.-==---DA TE: CITY ENGINEER R.C.E. NO. 24967 62nd ST PUMP STATION <( >= z w 0 <( _, a.. W 19th ST W 17th ST Q'. 0 m Q'. <( I LOCATION MAP NO SCALE RECOMMEND APPROVAL UTILITIES DIRECTOR R. C.E. 25553 CJO CHINA COVE PUMP STATION RECOMMEND APPROVAL TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 /' _,,. / ---/ I / t MARINERS ,__,PUMP STATION FASHION _§) ISLAND ~ ;:,<i;-<f ' i • ~ LOCATION MAP NOT TO SCALE Surve}ing Construction Services 18022 Cowan., Suite 100A Irvine, California 92614 Phone; 949/660-8600 Fox; 949/440-8183 DATE BY DESCRIPTION REVISIONS DATE DATE -' SHT# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 ~- DWG# Tl G1 Cl CZ A1 A2 A3 S1 Ml M2 M3 M4 M5 M6 M7 MB M9 M10 El E2 E3 E4 ES E6 E7 EB E9 E10 E11 E12 E13 E14 E15 E16 SHEET INDEX DESCRIPTION TITLE SHEET NOTES, LEGEND, AND ABBREVIATIONS FERNLEAF AVENUE REHABILITATION PLAN COVE STREET INTERSECTION DETAIL MCC ENCLOSURE -MARINERS PUMP STATION MCC ENCLOSURE -CHINA COVE PUMP STATION MCC ENCLOSURE -62ND STREET PUMP STATION CHINA COVE PUMP STATION -STRUCTURAL REHABILITATION PLAN, SECTION AND NOTES MECHANICAL DETAILS MARINERS PUMP STATION -SITE AND YARD PIPING PLAN MARINERS PUMP STATION -DEMOLITION PLAN AND SECTIONS MARINERS PUMP STATION -PLAN AND SECTIONS CHINA COVE PUMP STATION -SITE AND YARD PIPING PLAN CHINA COVE PUMP STATION -DEMOLITION PLAN AND SECTIONS CHINA COVE PUMP STATION -PLAN. AND SECTIONS 62ND ST PUMP STATION -SITE AND YARD PIPING PLAN 62ND ST. PUMP STATION -INTERIM BYPASS AND DEMOLITION PLANS AND SECTION 62ND ST PUMP STATION -PLAN AND SECTIONS SYMBOLS, ABBREVIATIONS AND NOTES MARINERS -ELECTRICAL SITE PLAN MARINERS -SINGLE LINE AND FIXTURE SCHEDULE MARINERS -ELECTRICAL DEMOLITION PLAN MARINERS -ELECTRICAL NEW PLAN CHINA COVE -ELECTRICAL SITE PLAN CHINA COVE -SINGLE LINE AND FIXTURE SCHEDULE CHINA COVE -ELECTRICAL DEMOLITl◊-N PLAN CHINA COVE -ELECTRICAL NEW PLAN 62ND ST -ELECTRICAL SITE PLAN 62ND ST -SINGLE LINE AND FIXTURE SCHEDULE 62ND ST -ELECTRICAL DEMOLITION PLAN 62ND ST -ELECTRICAL NEW PLAN 35. E17 PUMP CONTROL SCHEMATICS AND PANEL EQUIPMENT LAYOUT 1 PUMP CONTROL SCHEMATICS AND PANEL EQUIPMENT LAYOUT 2 PUMP CONTROL SCHEMATICS AND PANEL EQUIPMENT LAYOUT 3 ELECTRICAL DETAILS I \ ' DATE APP'D. DESIGNED CHECKED '••--------~---·· -~--, .. ------- -•~"h'-•-. ___ ,.,,..... : 11)\Cj-l:;'1 ' lTS ,, _.,- 1 /(·i _,{\_-tr:.~,: . . /! I ; , , r , RECORD DRAWING DRAWN DY CS DATE MR AUG 2004 TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT , I S-5201-S SHEET 1 OF 35 • t t I. GENERAL NOTES: A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS, WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE. ANY IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ENGINEER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT COMPENSATION. B. LOCATION OF EXISTING PIPING AND EQUIPMENT IS BASED ON RECORD DRAWINGS AND FIELD INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING PIPING AND EQUIPMENT THAT CONFLICTS WITH CONSTRUCTION AND REMOVE AND REPLACE AS REQUIRED. AFTER CONSTRUCTION IS COMPLETE, EXISTING PIPING SYSTEMS SHALL BE RETURNED TO THE SAME OR BETTER CONDITION THAN AS BEFORE. ALL FIELD RELOCATION OF EXISTING PIPING SHALL BE RECORDED ON RECORD DRAWINGS. IN AREAS WHERE GAS PIPING IS LOCATED, CONTRACTOR SHALL POTHOLE AND LOCATE GAS PIPING BEFORE EXCAVATION OF THE AREA. C. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING STRUCTURES OR OTHER EXISTING IMPROVEMENTS TO REMAIN. CONTRACTOR SHALL ALSO PROVIDE ALL NECESSARY BRACING, SCAFFOLDING OR OTHER MEASURES NECESSARY FOR CONSTRUCTION. D. REMOVAL, ABANDONMENT OR TEMPORARY RELOCATION OF EXISTING PIPES OR UTILITIES SHALL BE SCHEDULED WITH THE CITY INSPECTOR TO AVOID UNNECESSARY DISRUPTION OF PLANT OPERATIONS. E. ELEVATIONS SHOWN ARE BASED UPON THE AVAILABLE INFORMATION RECIEVED FROM TCWD. CONTRACTOR SHALL FIELD VERIFY AND ADJUST ELEVATIONS AS REQUIRED TO MAINTAIN DIMENSIONAL RELATIONSHIPS DEPICTED IN THE DRAWINGS. F. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING ANO SUPERVISING AN AIR MONITORING PROGRAM WHILE WORK IS BEING PERFORMED ON, IN OR ADJACENT TO ANY OF THE ENCLOSED SPACES. G. THE CONTRACTOR SHALL COMPLY WITH STATE DEPARTMENT OF HEALTH SERVICES CRITERIA FOR THE SEPARATION OF POTABLE WATER MAINS ANO SANITARY SEWERS AS SET FORTH IN SECTION 64630, TITLE 22 OF THE CALIFORNIA ADMINISTRATIVE CODE. H. ADJUST ALL MANHOLES, VALVE BOXES AND PULL BOXES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. I. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AS SPECIFIED 72 HOURS IN ADVANCE OF MAKING ANY CONNECTION TO AN ACTIVE PIPELINE OR UTILITY SYSTEM, ANO SHALL RECEIVE THE INSPECTOR'S CONSENT BEFORE PROCEEDING. J. THE CONTRACTOR SHALL SCHEDULE HIS WORK TO CONTINUOUSLY MAINTAIN PLANT OPERATIONS ANO SHALL NOT UNDULY RESTRICT PLANT ACCESS OR CIRCULATION. K. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY CONVENIENCES FOR THE USE OF ALL PERSONS AT THE CONSTRUCTION SITE OF THE WORK. SUCH CONVENIENCES SHALL INCLUDE CHEMICAL TOILETS OR WATER CLOSETS LOCATED AT APPROPRIATE LOCATIONS. AT COMPLETION OF THE WORK ALL CONVENIENCES SHALL BE REMOVED AND THE SITE LEFT IN SANITARY CONDITION. L. THE CONTRACTOR SHALL PROVIDE AT HIS OWN COST ALL ELECTRICAL POWER NECESSARY FOR CONSTRUCTION, TESTING, GENERAL ANO SECURITY LIGHTING ANO ALL OTHER PURPOSES, WHETHER SUPPLIED THROUGH TEMPORARY OR PERMANENT FACILITIES. M. EXISTING PIPING EQUIPMENT AND STRUCTURES ARE SHOWN AS LIGHT-LINED OR SCREENED AND ARE NOTED AS BEING EXISTING. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HAVEY-LINED. N. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPT. 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. 0. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. P. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD AT THE BEGINNING OF CONSTRUCTION. II. GENERAL PIPING NOTES: A. B. C. D. E. F. G. H. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. MINIMUM COVER SHALL BE 48-INCHES OR 1.5 PIPE DIAMETERS WHICHEVER IS GREATER UNLESS OTHERWISE SHOWN. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. LOCATION ANO NUMBER OF PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD ANO APPROVED BY THE INSPECTOR PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHOWN ON DRAWINGS BELOW GROUND SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR THE TEST PRESSURES SPECIFIED. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILY USED IN THE PROJECT. ALL PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED OR SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND NOTES ON DRAWINGS. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. UPON APPROVAL BY THE CITY INSPECTOR, ALL PIPELINES SHOWN ON DRAWINGS TO BE ABANDONED SHALL BE PROPERLY CUT AND PLUGGED WITH NON-METALLIC GROUT OR CEMENT CONCRETE AS SHOWN ON THE DRAWINGS. Ill. CONSTRUCTION NOTES: @--INSTALL 48"x36" TRAFFIC RATED PRECAST CONCRETE VAULT COATED INSIDE & OUTSIDE WITH 80 MILS EPOXY. ~INSTALL 48"x36" SST SINGLE-LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED. @-INSTALL 1 2" DIA SUMP WITH STAINLESS STEEL RING, GRATE ANO FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. @-INSTALL 42"x66" 316 SST DOUBLE LEAF, SPRING ASSISTTEO ACCES HATCH, H-20 LOAD RATED. ~ STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING v.::;;1· •••• FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. @-1NSTALL 48"x36" 316 SST DOUBLE LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED. @---INSTALL 48"x72" TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS RAVEN EPOXY W/ FIBERGLASS REINFORCEMENT. @--INSTALL 36-INCH DUAL OPENING TRAFFIC RATED MANHOLE FRAME AND COVER. ALHAMBRA FOUNDRY MODEL #A-1325 CLEAR OPENING 36", SMALL OPENING 22". @---INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED . USE CLASS 53 01 (FLGxFLG) FOR EXPOSED SERVICE. (Ij}-INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. <ij})---1NSTALL 4-INCH 01 TEE (FLGxFLGxFLG). @---INSTALL 4-INCH 90" 01 ELBOW (FLGxFLG). @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK TAPPED COUPLING @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK FLANGE ADAPTER @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK TEE @---INSTALL 4-INCH YELOMINE PVC, CERTA-LOK 45° SWEEP BEND @--INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @-INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @-INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SDR 17 FOR BURIED SERVICE. @-INSTALL 6-INCH DI TEE (FLGxFLGxFLG). @-INSTALL 6-INCH 90" DI ELBOW (FLGxFLG) §-INSTALL 6-INCH YELOMINE PVC, GERTA-LOK 90" ELLS @-INSTALL 6-INCH YELOMINE PVC, GERTA-LOK 45· ELLS @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK FLANGE ADAPTER @--INSTALL 6-INCH TAPPED FLANGE WITH 6-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @-INSTALL 8-INGH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 01 (FLGxFLG) FOR EXPOSED SERVICE. @--INSTALL 8-INGH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. @--INSTALL 8-INCH YELOMINE PVC TEE (MJxMJxMJ) @-INSTALL 8"x6" DI REDUCER (FLGxFLG). @-2-1" PVC BLEEDER LINES SCH 80 PIPE ANO FITTINGS W/ THREADED JOINTS. @--INSTALL 4-INCH YELLOMINE PVC, CERTA-LOK 45" ELLS @---INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 80 @--INSTALL 8-INCH 90" PVC SCHE 80 ELBOW @-iNSTALL VICTAULIC COUPLING. (3-1NSTALL FLANGE COUPLING ADAPTER. @--INSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK 45' SWEEP BEND (§-INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 90" SWEEP BEND @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK TAPPED COUPLING @-INSTALL 6-INCH YELOMINE PVC, GERTA-LOK 22.5" ELLS §--CAP OPENING WITH CONCRETE SLURRY. @--1NSTALL 4-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @--INSTALL 6-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @-INSTALL 4-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL 6-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, Fl, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @-INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION, @-INSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L. @--INSTALL EXTENSION STEM, BONNET AND VALVE BOX. @-PIPE SUPPORT, SEE DETAIL K ON DRAWING M-1. @-PIPE HANGER, SEE DETAIL B ON DRAWING M-1. ®-EQUIPMENT BASE, SEE DETAIL C ON DRAWING M-1. @-INSTALL 8' DIA PRECAST COMCRETE MANHOLE W/ H-20 TRAFFIC LOADED COVER COATED WITH 80 MILS EPOXY. SEE DETAIL A ON DRAWING M-1. @--INSTALL VAULT LADDER, PER CNB STD-530-L. MAINTAIN 4" CLEARANCE TO WALL. @--INSTALL 8-INCH VENT AND CONNECT TO EXISTING VENT PIPES. @--PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1. @--PIPE SUPPORT, SEE DETAIL P ON DRAWING M-1. (i_ry--INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 80 @--INSTALL 6-INCH 90" PVC SCHE 80 ELBOW Ill. CONSTRUCTION NOTES (CONTINUED): AB AC ACP ALUM ARCH ARV AV BC BLDG BM ([ CATV CEN CFM CIP CIP CMP CMU CNB CON CONG 0 DI DIA DIP DWG DWY E EA EC EL ELEC EXIST EXT FA FAB FCA FD FE FF FIN FL FLG FS FT FTG GA GALV GP GSP HP HR ICV ID IE IN INV JT LF § @) @) REMOVE EXISTING ANO CONSTRUCT TYPE A PCC CURB AND GUTTER(6") PER CNB STD-182-L. REMOVE AND RECONSTRUCT BRICKS. GRIND EXISTING PAVEMENT 2" AND REPAVE WITH 2" AC. ~ @ REMOVE EXISTING AND RECONSTRUCT 4" PCC PAVEMENT PER CNB ST0-180-L. SAWCUT AND REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL A ON DRAWING M-8. @ @ @ @) REMOVE EXISTING ANO CONSTRUCT 12" PCC CURB ANO GUTTER PER DETAIL B ON DRAWING M-8. REMOVE EXISTING AND CONSTRUCT 6" PCC PAVEMENT. CONSTRUCT TYPE B 6" PCC CURB PER CNB-STD-182-L. REMOVE EXISTING PCC PAVEMENT AND PLANT SOD. MODIFY EXISTING IRRIGATION SYSTEM TO PROVIDE COVERAGE. @ § CONSTRUCT PCC MOWSTRIP PER DETAIL C ON DRAWING M-5. CONSTRUCT ROCK PAVEMENT. USE BANQUET CANYON ROCK TO MATCH EXISTING. CONTACT THE CITY OF NEWPORT BEACH FOR INFORMATION REGARDING PURCHASING AND ESTIMATING ROCK. REMOVE EXISTING BLOCK WALL. REPAIR EXISTING WALL AT CUT ENO. REMOVE EXISTING ANO CONSTRUCT TYPE B3 6" PCC MOUNTABLE CURB ANO GUTTER PER APWA STANDARD PLAN 121-1. ABBREVIATIONS ANCHOR BOLT OR AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE ALUMINUM ARCHITECTURAL AIR RELIEF VAL VE AIR VENT BEGIN CURVE BUILDING BEAM/BENCH MARK CENTERLINE CABLE TELEVISION CENTRATE CUBIC FEET PER MINUTE CAST IRON PIPE CRUSHED MISCELANEOUS BASE CORRUGATED METAL PIPE CEMENT MORTAR UNIT CITY OF NEWPORT BEACH CONVEYOR CONCRETE DRAIN DUCTILE IRON DIAMETER DUCTILE IRON PIPE DRAWING DRIVEWAY EAST EACH ELECTRICAL CONDUIT OR END CURVE ELEVATION, ELBOW ELECTRICAL EXISTING EXTERIOR FOUL AIR FABRICATE FLANGED COUPLING ADAPTER FLOOR DRAIN FLANGED ENO FINISHED FLOOR FINISH FLOWLINE FLANGE FINISHED SURFACE FOOT OR FEET FOOTING GAUGE GALVANIZED GUARD POST GALVANIZED STEEL PIPE HORSEPOWER HANDRAIL IRRIGATION CONRTOL VALVE INSIDE DIAMETER INVERT ELEVATION INCH OR INCHES INVERT JOINT LINEAR FEET MECH MGD MJ MO N NAOCL NAOH NG NIC OC 00 OH p PCC It. POC pp PVC Q R RCB RCP RED REINF REQ'D R/W s SCH sea so SECT SLG SLPB SQ SST STA STD STL SW TC TOW TS TYP UNO V VAR VCD VCP VFD w W/ WM WPJ WV WW 1W 2W 3WHP MECHANICAL MILLION GALLONS PER DAY MECHANICAL JOINT MINIMUM OPENING/MODULAR OPENING NORTH SODIUM HYPOCHLORITE CAUSTIC SODA NATURAL GAS NOT IN CONTRACT ON CENTER OUTSIDE DIAMETER OVER HEAD PRESSURE PORTLAND CEMENT CONCRETE PROPERTY LINE OR PLATE POINT OF CONNECTION POWER POLE POL YVINL Y CHLORIDE (PIPE) FLOW RADIUS REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE REDUCER REINFORCEMENT REQUIRED RIGHT OF WAY SLOPE, SOUTH OR SEWER SCHEDULE SEWER CLEANOUT STORM DRAIN SECTION SLIDE GATE STREET LIGHT PULLBOX SQUARE STAINLESS STEEL STATION STANDARD STEEL SIDEWALK TOP OF CURB TOP OF WALL TOP OF STEEL TYPICAL UNLESS NOTED OTHERWISE VENT VARIABLE VOLUME CONTROL DAMPER VITRIFIED CLAY PIPE VARIABLE FREQUENCY DRIVE WEST OR WATER WITH WATER METER WORK POINT JOINT WATER VALVE WASTEWATER POTABLE CITY WATER NONPOTABLE CITY WATER NO. 3 WATER HIGH PRESSURE M MOTOR MB MACHINE BOLT MFR MANUFACTURER RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall nol be responsible for any omission which may be incorporated herein as a result. Signed: _______ Date: __ _ DATE BY SECTION AND DETAIL NUMBERING SYSTEM (1) SECTION CUT ON DWG M-3 --SECTION NUMBER .... L - --DRAWING WHERE SECTION APPEARS (2) ON OWG M-3 THIS SECTION IS IDENTIFIED AS: ~-SECTION NUMBER SECTION 2\ SCALE: 1/2"=1'-0" - --DRAWING FROM WHICH SECTION WAS TAKEN (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN NUMBER SYMBOLS AND LEGEND ----1> ----0 - ■ ------lo WATER VALVE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY PROPOSED CATHODIC PROTECTION TEST STATION (CPTS) PROPOSED TELEMETRY BELOW GROUND PULL BOX (BGPB) PROPOSED TELEMETRY ABOVE GROUND TERMINAL BOX (AGTB) EXISTING DOMESTIC & RECLAIMED WATER LINE PROPOSED PIPE ENCASEMENT -TYPE AS INDICATED -----s-----EXISTING SEWER LINE -SIZE AS INDICATED - --FM-- - ------so-~---- ------E------ - - - -SCEOH - - -- ------T------ ------TV------ -----G--·---- -----HPG----- ----R/W---- ~ - -➔ CENTERLINE WATER SURFACE EXISTING PIPE PROPOSED PIPING NATURAL GROUND OR GRADE GRANULAR MATERIAL SUCH AS CRUSHED ROCK OR GRAVEL AC PAVEMENT IN PLAN EXISTING SEWER FORCE MAIN -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING PIPE ENCASEMENT -TYPE AS INDICATED EXISTING CABLE EXISTING POWER CABLE EXISTING ELECTRICAL OVERHEAD EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY EXISTING FIRE HYDRANT (F.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT 2: 1 SLOPE (2 HOR. TO 1 VERT.) WITH DIRECTIONAL ARROW POINT OF CONNECTION POWER POLE SANITARY SEWER MANHOLE WATER METER BOX & SERVICE GAS METER AC PAVEMENT IN SECTION CONCRETE MASONRY IN SECTION POWER POLE ANCHOR MONUMENT I i I i i i i ,: , :3,:,:,:, I t::;;;;;;;2 1////// CONCRETE GRATING SPAN CHECKER PLATE BRICKWALK BUILDING DEMOLISH EXISTING SPOT ELEVATION (SCREENED) FINISHED GRADE SPOT ELEVATION TOP OF CURB ELEVATION GUTTER OR GROUND ELEVATION -x-x-x- 0 .ELL. .LLL. .LLL ..LL£.. -SP-- :0 F-9 t:::-----:::::I * ~ FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT PROPERTY LINE SPRINKLER SYSTEM STREET LIGHT SIGN GARAGE OPENING WINDOW SPRINKLER BORING RECORD DRAWING G-1 C-3585 APPROVED MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION DESCRIPTION REVISIONS PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DY DRAWN cs CHECKED DATE MR AUG 2005 NOTES, LEGEND, AND ABBREVIATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 2 OF 35 • • .. • • • --------------------·------__ ,_ ---""------------------------ SEE IN1£RSECTION DETAIL ON SHEET 4 FOR PROPOSED • ELEVATIONS·~ • •• ·-• -·- SEE IN1£RSECTION ETAIL ON SHEET 4 FOR P OPOSED ELEVATIONS I • I • SEE IN1£RSECTION ETAIL ON SHEET 4 FOR P OPOSED · ------···------·EtEVATIONS ·---------· ---------------------r m-- -<D ~ ci . i . I . ------------------------·-.. ----;----· -· -----------------------·-----.. ·-·-------•----- i ~ <X): ---~ --------------------. -.:1----- CD If) ": .... --- -- --~ N --------- ·····-•-I---' -·---------------- ' I I i ' L -. --------- 25' VC 64 PROPOSED SOUTHBO ND __ '. ____ ..... fL ___ G~ DE _______ _ I "-------m -·-_ o co I": N If) ' N --·-·-···-·•·· ·-·-· 7.1J,"/.-~-------·~--•--·----· -~ ---•-.•. -·~····-··· ~ 7-Q. ~ ::.---- --------------- ' -EXISTING SOU F ---!'-------------. ----------------··-----· --1. .. ·--~ -----------·-----------------__________ .. --·---·----------~ N------------------· _.,.. .. ---------------------. ______ , ___ _ -1 ' ' ' ---·-···-- ,,., -,,., EXISTING AN PROPOSED CL-GRADE NN ,,., ,,., -----1.0 ·-I') <D ,,., EXISTING AND PR POSED --· ·-·NORTHBOUND-Ft GR-ADE-·--- 1 ! ! --------------- --·•··•-··'-·•··•~ --·------·---·---·--. -----···-·---~ ---------·-·-s--=·-s.00%-····---··--···----• -·----"'"""T' ·--"•---··•-•>-••-. -----_._,_,,, ____ ~-~----·-;------· --------------·-~--·····--··-··--~ S = 3.16% S = 3.88% ··------------------·----10 ----------. ----·-·· -----·-·-------·-,--·---~·-··-·•·----·---·---------;---··-· 9+00 j_.. I I 9+50 9+75 SEE COVE STREET INTERSECTION DETAIL ON SHEET 4 SCALE PROFILE VERT. HORIZ. 1"=8' 1"=10' 10+00 10+25 I PROTECT IN PLACE EXISTING BLOCK WALL AND BOLLARDS 10+50 PR01£CT IN PLACE EXISTING CONCRE1£ CURB ' -----~------------~--- ---- ' 10+75 11+00 11 +25 INSTALL THERMOPLASTIC 12" LIMIT LINE PER CALTRANS STANDARD PLAN A24E (D 0::: ::, f-0 11+50 ---42 38 42 38 42 38 11+ 75 SHADING LEGEND CONSTRUCT 5' WIDE AC PATCHBACK PORTLAND CEMENT CONCRETE SCALE 1''=10' J • 10+18.00 BEGIN CONSTRUCT 4-FOOT / PCC RIBBON GUTTER CONSTRUCT AND CONNECT 4" CURB DRAINS o0 -::, ___,/ I I \ I I \ \ I I \ \ . t, 'v .v .. , [:] Ice \ .\-~ ii; ~! •:~ rr=l;=l:,l=l=--~.li~---l I I I ) - 0 0 PR01£CT IN PLACE EXISTING STONE WALL --- ----S INSTALL THERMOPLASTIC 12" -~ LIMIT LINE PER CALTRANS -~-~T~l'<_l)ARD PLAN A24ES FERNLEAF 220 / I/ t, Vt, -----S ' '17 !> CONSTRUCTION NOTES ::@) REMOVE AND REPLACE 8" THICK PCC. PANELS PER CNB STD-109-L. DOWEL ALONG CENTERLINE PER CNB STD-108-l. @ CONSTRUCT TYPE B (8") PCC CURB PER CNB STD-182-L. CONSTRUCT 12" THICK AC PA TCHBACK. REPLACE WATER VALVE FRAME AND COVER PER APPLICABLE PORTIONS OF CNB STD-511-l. REMOVE EXISTING AND CONSTRUCT 4-FOOT WIDE PCC RIBBON GUTTER PER DETAIL A ON DRAWING C2 AND APPLICABLE PORTIONS OF CNB STD-14D-l. t, • ' " v. t, " • " " !> v v t0 " Li) '17 " • 0 . N v t, ,; ' --+---.'·-1> -::.---!---I s • 'v ,,., I ,.'c• / v.:. : t, .,..; •~ V INSTALL THERMOPLASTIC "STOP" PER CALTRANS STANDARD PLANS A24D. I P-RO_T_E-CT IN PLACE EXISTING "STOP" SIGN GENERAL NOTES 1. All PORTLAND CEMENT CONCRETE SHALL BE 560-C-3250. TO EXPEDITE CONCRETE CURING, USE A QUICK CURE TYPE OF CONCRETE WITH A MIX DESIGN AS FOLLOWS: SLUMP: 3-inch TO 4-inch AGGREGATES: 1" MAXIMUM W/C RATIO: 0.40 SACK CONTENT: 7.50 CEMENT: 700 POUNDS PER CUBIC YARD FLY ASH: NONE SAND: 1,365 POUNDS PER CUBIC YARD WATER: 34.0 GALLONS PER CUBIC YARD ENTRAPPED AIR: 1.25% ADMIXTURE WRDA 79: 35 OUNCES PER CUBIC YARD 2. WHEN REMOVING PORTLAND CEMENT CONCRETE PR01£CT EXISTING PANEL FROM SLIDING DOWNHILL. 3. FINISH SURFACE TO MATCH THE FINISH SURFACE OF SURROUNDING PORTLAND CEMENT COMCRETE. I t, '17 t,. "· (.:->\ \,, \'."' \.:· L' I !-;.,; l;.:. / ,, ;, -' RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: _______ Date: __ _ DATE BY ,,., . ro •. 0, '17 t, v 'vi PROTECT IN PLACE EXISTING "STOP" SIGN t, AVENUE v '17 Ol '7<XJ. + 0 z <( v 0::: 0 " t, t, -.. -__ , .·.' _'.__'.....'...._ • . ' '"" ,.- PR01£CT IN PLACE EXISTING CONCRE1£ CURB 11 ---O:::· APPROVED 0 f-0 Ul ·z N 0 00 +w := 0::: <( 0 f-z Ul W 0 v 'v . v t, • " STA 11 +20.00 <( 0 >-z Ul W END C □NSTRUCTI □N AT EXISTING EXPANSI□ N JOINT. DDl,/EL J□IN 1,/JTH EXISTING PCC PAVEMENT PER CNB STD-108-L. ----1,/--===:::;::c=--...C::'-------.. INSTALL 58 FEET 0.45 mm THERMOPLASTIC PER CAL TRANS STANDARD PLANS A20A DETAIL 21. PROTECT IN PLACE EXISTING CONCRETE WALL INSTALL THERMOPLASTIC "STOP" PER lo CALTRANS STANDARD PLANS A24D. RECO.D I DRAWING C-1 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 FERNLEAF AVENUE REHABILITATION PLAN OATE DESCRIPTION APP'D. DESIGNED SC DRAWN SC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S REVISIONS CHECKED DATE FS AUG 2005 SHEET 3 OF 35 • • • • • • • SHADING LEGEND ~ CONSTRUCT 5' ~DE AC PATCHBACK I A ·I> I PORTLAND CEMENT CONCRETE CONSTRUCTION NOTES REMOVE AND REPLACE 8" THICK PCC. PANELS PER CNB STD-109-L. DOWEL ALONG CENTERLINE PER CNB SID-108-L. CONSTRUCT 12' V.,DE PCC CROSS GUTTER PER DETAIL B. CONSTRUCT 12" TI-IICK AC PATCHBACK REPLACE WATER VALVE FRAME AND COVER PER APPLICABLE PORTIONS OF CNB SID-511-L. @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER APPLICABLE OF CNB SID-111-L. REMOVE EXISTING AND CONSTRUCT TYPE 83 6" PCC MOUNTABLE CURB AND GUTTER PER APWA STANDARD PLAN 121-1. @ REMOVE EXISTING AND CONSTRUCT 4-FOOT WIDE PCC RIBBON GUTTER PER DETAIL B ON SHEET 4 AND APPLICABLE PORTIONS OF CNB STD-140-L. SCALE 1 "=5' PROTECT IN PLACE EXISTING METAL BEAM GUARD RAIL. INSTALL TYPE "N" REFLECTORS PER CNB STD-900-L. STA 8+57.17 3.98' LT BEGIN CONSTRUCT PCC CROSS GUTTER FL=8.23 STA 8+ 70.00 12' RT BEGIN 219 CONSTRUCT PCC MOUNTABLE CURB AND GUTTER MATCH EXISTING FL=9.08--. I I \ I I I I I ) z 0 f-() :::, 0:: ,.._ f- -(f) ·z "o '10 IX) z <( 0 f-W (f) 00 I I 201 I I> I v v , '.J .• I I I I I 206 ~ -.::__--k~---:-~~':S:J 03 V H /} / C, . ·/ ,1 . /.::~ I __ j~-:-" /· ./1> v / v y ~ • ~__J-\'):...,,-r t> r.~:-.,.... __ _ v I I v I I v t') f-l> lj I (f) w w Cf) I PROTECT IN PLACE 2' EXISTING PRIVATE IMPROVEMENTS r7 I I I I I I I • L 2' • ~ 0.1' PROPOSED 8" PCC ROADWAY DETAIL A -4' RIBBON GUTTER ----S STA 9+08.84 8.00' LT END CONSTRUCT PCC RIBBON GUTTER BEGIN CONSTRUCT PCC CROSS GUTTER FL = 10.02. '. ----S I> I> vFERNLEA~ v AVENlJE-r: v v "c7----'~"""~-~--s v D ' --·---· ----~---~-------. ' \..if~--,·i--,-\ i •1 ! i_ i I_ , ', 0 RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: _______ Date:. __ _ DATE --~ -' ._ ' -. ' ., • : ,_ ' '. STA 8+86.00 12' RT END CONSTRUCT PCC MOUNTABLE CURB 219 AND GUTTER MATCH EXISTING FL=9.62 BY PROPOSED 8" PCC ROADWAY DESCRIPTION REVISIONS v 201 I \ \; ( -• --·' ' ·- 6' 6' C o.1' PROPOSED 8" PCC ROADWAY .4 •. -4 "· DETAIL B -12' CROSS GUTTER APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'O. DESIGNED SC DRAW SC CHECKED FS DATE AUG 2005 RECORD DRAWING C-2 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION COVE STREET INTERSECTION DETAIL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 4 OF 35 • ... • ◄ • • • • "' _, "' ll.. '" :s z 0 io (.) .• a: "' 0 1'-10" "' I "' --- -..I ---------, -• -V' -: ,/ ' ___ ___;i--------------/ ---- a, -. --. -0 I:. ---.-" --· ------<I -= ------. -• ----- / ,,_ V C, ~-. . - -... -. --- ;if-_-.; -----. - --- 2-#4 CONTINUOUS 8X8X16 CMU-GROUT ALL CELLS AT#5 BARS #5 @32" #4 CONTINUOUS #5@ 16" #5 @32" ALT. FOR#5@ 16" SIDEWA WHERE OCCUR LK \ 4 -#4 TYPICAL TOP & BOTTOM s 2•.4• 8" 4' 0 FOOTING AND WALL REINFORCING #5EA. CORNER 0 2'-0" ___ 8x8x16 CMU GROUT ALL CELLS @#5BARS TYP #4 SEE WALL SECTION #5 @ 32" O.C. IN GROUTED CELLS REINFORCING TYPICAL FOR 3 PARTIAL WALL PLAN WALLSOFENCLOSURE 0 "' -· "' TAPERED 2X4 RAFTERS AT 16"0. C. TYP. ROOF FRAMING PLAN t SLOPE 1" + SLOPE 1" ROOF PLAN WOOD GATE ------f!Je FINISH SIDEWALK ---.-" ~~~:jt----1~"CDXPLYWOOD SHEATHING NAIL TO RAFTERS AND TOP PLATE W/6d NAILS @ 6" O.C. AT ALL SUPPORTED PLYWOOD EDGES AND OTHERWISE AT 12" O.C .. }"-~--ff----ELASTOMERIC ROOF COVERING ---- V -: -- -. - ROOF COPING WITH DRIP EDGE -----WOOD FRAME ROOF IYOClP ROOF COPING CORNICE 8"CMU LINEOF SLOPE AT MARINERS ~~ LINE OF PLANTER GRADE WATER PROOFING AT BELOW GRADE CONDITION FOUNDATION SEE __. ____ DETAIL 7 SHEET A-1 (a\ ------. ~ ' ' ' 5' "' • EXCAVATE SLOPE AS REQUIRED ----CMU ENCLOSURE WITH STUCCO FINISH COAT WOOD GATES ( 3'-4" x 4'-9 1/2'') NOTES; CONCRETE· MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT USED SHALL BE TYPE V OR EQUIVALENT IN CONFORMANCE WITH ASTM C-150 . REINFORCING: ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITRH ASTM A 615 UNLESS NOTED OTHERWISE. MASONRY· CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, GRADEN, (TYPE 1) MEDIUM WEIGHT UNITS. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF BLOCK UNITS SHALL BE 1900 PSI (NET). GROUT SHALL BE 3000 PSI @ 28 DAYS. GROUT SHALL CONTAIN MASONRY "GROUT-AID" ADDITIVE TO REDUCE SHRINKAGE SIDE WALK MORTAR SHALL BE 1800 PSI @ 28 DAYS. f1\ PLAN 114•;1'-o· v---- "' "' "' .;, ~ -- METER ACCESS DOOR VERIFY LOCATION AND SIZE, SEE NOTE 7 ON Wt?Ot> DRAWING-E2 ROOF COPING / ,. / CMUWITH . , . . STUCCO FINISH .. .. .. .. .;.. . , .. ., ,. WOOD GATES ·, I/ ,· . , f'._ , . . .. HINGED . , r,._ V , . ,. ,. I I ACCESS ,. v-LOWCMU WAL .. .. '-'-' -"" L "/ • FRONT ELEVATION ., ... ,.,·,······················ ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ..... ' -.. ' ....... ' -' . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ' .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ••••••••••••••••••••••••••••••••••••• .. ' . ' ......... ' ..... ' . ' ....... ' ..... . . . . . . ' . ' ..... ' ... ' ..... ' ............ . •·•••·•·•·•·•••••••••••·•·•·•·•••••• . . . . . . . . . . . . . . . . . . . . ' . ' ..... ' ... ' ... . . . . . . ' . ' . ' ....... ' . ' ................ . SIDEWALK v-loot> ROOF COPING ~-CMUWITH STUCCO FINISH EXISTING 8" x 16" STAINLESS STEEL SCREENED LOUVERED VENT . ... ' . . .. ' . . . . . . ,. ., ' . . ' ,. .. ::>===11: • ' ...... . ' . . . . . ,., ' . ' . Fl N. GRADE --+.',: .;·; .. ... .... ,., .... SIDE ..J - 8" x 16" STAINLESS STEEL SCREENED~YIA'klRED VENT ¢;;:'.=::::;, . . ..... ' ..... ........... . .... ' .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ' ... ' ....... ' . ' ................ . •••·•·•••••·•••••·•·•••·••••••••••••• ~-..... ' .............................. . . . . . . . . . . . . . . . . . . ' ....... ' ......... ' . . . . . . . . . . . . . . . ' ..... ' ......... ' ..... . BACK FILL TO ------'>; ADJACENT GRADE . ......... . •·•·•·•·•·• . ' ........ . .......... ' ' ...... . ...... •••••• .... ..... ' ......... ' . ' ..... ' ........... ' ' ... ' .... ' .. ' .. ' ........... ' .... ' .. LUMBER: ALL LUMBER SHALL BE DOUGLAS FIR LARCH AS FOLLOWS; STUDS NO. 2, JOIST NO. 1. LUMBER IN CONT ACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED . e1vwoop· STUCCO: ouunm.a PAINTING ALL PLYWOOD SHEATHING SHALLHAVE EXPOSURE I GLUE (EXTERIOR) AND SHALL BE IDENTIFIED WITH APPROPRIATE TRADEMARK. PLYWOOD SHALL MEET REQUIREMENTS OF PS 1-95 OR APA PRP-108 PERFORMANCE STANDARDS. SHALL BE PORTLAND CEMENT BASE COAT AND FINISH COLOR COAT, SAND FINISH. COLOR TO BE SELECTED CITY. I u DC rnUIVICl'IIM.UC nuur UC\JI'\. .:,unrMVll"\IU M.:. MANUFACTURED BY DEX-0-TEX WEATHERWARE. ROOFING TO BE MULTI-LAYER INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. COLOR TO BE SELECTED BY CITY. ALL SURFACES EXPOSED TO THE OUTSIDE PLUS THE INTERIOR OF THE GATES ARE TO RECEIVE: ONE COAT OF EXTERIOR ACRYLIC PRIMER. TWO COATS OF 100% ACRYLIC SEMI-GLOSS ENAMEL COLOR TO BE WHITE, SUBMIT 4 SAMPLES AND SPECIFICATIONS TO CITY FOR APPROVAL HOLLOW METAL -FRAMES TO BE 16 GAGE STAINLESS STEEL COMPLY WITH ASTM A 568 AND ASTM A 569 EMERGENCY GENERATOR CONNECTION SEE NOTE 8 ON DRAWING E-2 FOR HEIGHT AND LOCATION. • . • . • . • • • . • . • . • . • . • . • . • . • . • . ·,;·,;· •c,;' ·-=~-. . ...... . REAR ELEVATION 0SECTION <I -= -0 ELEVATIONS 1/4" = 1' -0" SIDE " -w ' t-.·~ ~ << "J '~ ~ ~co SEE PLAN· VERIFY AT n,~r -~ ,.. 1, ,.. '" ' ,. . 11 ,: 1 x 3 FRAME AT SIDING 1 x 4 TONGUE AND GROOVE PANEL 6" .J<.---_;:_ ___ ..._ ____ 13/4"GATEFRAME ) ,. _, FRAME AND PANEL DETAIL (TYPICAL) GATE m BE CLEAR DOUGLAS FIR . 3>--------0 WOOD GATES 114"~1'-o· PAULJ. RUFFING, ARCHITECT ARCHITECTURE and PLANNING 1101 DOVE STREET, SUITE 140 NEWPORT BEACH, CA 92660 TELJFAX 949 660 8062 PAINT ALL SURFACES: : PRIMER • ACRYLIC WOOD PRIMER 2 COATS FINISH· 100% ACRYLIC LATEX 8-5·05 PJR AS-BUILT CONDITIONS DATE BY DESCRIPTION REVISIONS APPROVED UITILITIES ENGINEER R.C.E. No. 43003 """"' DESIGNED """"' APPD. P.JR P.JR CHECKED DM'E P.JR AUGUST2004 HARDWARE SCHECI H E HINDGES 11/2" PR. FBB168, 5x 4.5, FULL MORTISE STAINLESS STEEL STANLEY LOCK -B16ON x L464P x 630, KEY TO CITY SYSTEM SCHLAGE PULLS-2 EA, 1257x#2, x630 STAINLEFSS STEEL CANE BOLT -1010 x 18" x 630 STAINLESS STEEL STANLEY STANLEY A-1 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION MARINERS PUMP STATION NEW MCC ENCLOSURE CITY OF NEWPORT BEACH S-52O1-S PUBLIC WORKS DEPARTMENT SHEET 5oF35 • • • ' • 2x4TAPERED RAFTERS 2x4STUDSAT16"O.C. --+...., ~--------1/2" CDX ROOF SHEATHING ELASTOMERIC ROOFING 24 GA. G. I. ROOF FLASHING 1x 3 WOOD TRIM 2X3 SPACER PLASTER SETTING BED OVER PAPER BACKED LATH ----------5/B'THIN BRICK VENEER ® ROOF AND FASCIA 1.2" PL YWOOLJ------f,+.' SHEATHING SETTING BED OVER PAPER BACKED LATH @GATE AND FRAME 2x4 TAPERED RAFTERS -------------2x4 FRAMING @ 16"0.C. 1/2" SHIM SPACE ~----------HOLLOW METAL GATE FRAME ANCHOR TO STUDS WITH 1/2" STAINLESS STEEL ANCHOR BOLTS MIN. 3 PER SIDE -----·1 x3FRAME AT SIDING 1 x 4 TONG AND GROOVE PANEL 11/2' 611 .t------.lF----...c..-------.r ~----1 314" GATE FRAME -------112• CDX ROOF SHEATHING ~-------ELASTOMERIC ROOFING -----2 x 3 SPACER ----24 GA. GALVANIZED IRON ROOF FLASHING ~+---------4 x 4 HEADER· CONNECT ffi DBL 2x4 VERTS. AT EACH END WI SIMPSON BCS2-2/4 POST BASE OR APPROVED EQUAL ►+--------LINE OF BRICK VENEER BEYOND @ ROOF AND FASCIA 26 ID BL CKI 4X HE ER ,-----TAPERED2 x4RAFTERS AT16"O.C. o,....fhf'-.Lff--1/2" CDX PLYWOOD SHEATHING NAIL TO RAFTERS AND TOP PLATES W/6d NAILS @ 6" O.C. AT ALL SUPPORTED PLYWOOD EDGES AND OTHERWISE AT 12" O.C .. ROOF FRAMING PLAN ----►---....,,-'-'-lf_ELASTOMERIC ROOF t SLOPE 1" COVERING ,t SLOPE 1" '---WOOD ROOF FASCIA 0 ROOF PLAN 1/4":;:; 1' -0" Vr 11'-4" a·-2· EXISTING CURB , {R\ /)~ / \g/ I '\ , . --I MCC ✓ ' II fu ~ ' ·' [ ,. "' I ' 'J I '\\ A );~ I -...... '"" ""-......... _....., .......... -<' -,, ."'\_ .......... ' :J, 2, "' ,£1 - ...... ·""''" ...._, ...... ' ' -.\'\\ ,, " -" :\ ':---·':---' -~-- "' ~ "-" ,.. I\ >\ '-\,_ '-" '--~ -\::: , ~ .... ' ~-c, "" ,.,,.....-, -_......... ..... '\.. ... /' .......... ... L"'\ ..... ',"'\.: -..I " ' ,,, '--' -'\,,......._,,, -- PATIO --" LINE OF HOUSE .... ....---- 1 ------------0 PLAN 1I4"=1'-o" A SAWCUT AND REMOVE SLAB S NECESSARY FOR NEW OUNDATION F C A E EMOVE EXISTING CURB S NECESSARY FOR NEW NCLOSURE REMOVE (E) GARDEN WALL NEW WOOD FRAME WITH BRICK VENEER ENCLOSURE WOOD GATES 3'-2" X 4'-9" REPLACE (E) FLAG STONE PAVING TO MATCH EXISTING 16" HIGH BRICK WALL CURB LINE NOTES; CONCRETE· MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT USED SHALL BE TYPE V OR EQUIVALENT IN CONFORMANCE WITH ASTMC-150. REINFORCING· ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A 615 UNLESS NOTED OTHERWISE I IJMBER: ALL LUMBER SHALL BE DOUGLAS FIR LARCH AS FOLLOWS; STUDS NO. 2, JOIST NO.1. LUMBER IN CONT ACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. PLYWOOD· ALL PLYWOOD SHEATHING SHALL HAVE EXPOSURE I GLUE (EXTERIOR) AND SHALL BE IDENTIFIED WITH APPROPRIATE TRADEMARK. PLYWOOD SHALL MEET REQUIREMENTS OF PS 1-95 OR APA PRP-108 PERFORMANCE STANDARDS_ BRICK VENEER: TO BE "THIN" BRICK VENEER 21/4" x 8 1/B"x 5/8" THICK, AS MANUFACTURED BY "HIGGENS BRICK CO., ROOFING: CA°& Ali; ~~l'JijQffi:~~llL!Rv~ Ill() r,,M;ltj~lll'\"§;IJ>.~ lal'Esl~~~~f~ti!Js. F~\ill'fi>Rll/iiM.\JLTI-LA YER INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTONS. COLOR TO BE SELECTED BY CITY. PAINTING ALL SURFACES EXPOSED TO THE OUTSIDE PLUS THE INTERIOR OF THE GATES ARE TO RECEIVE: __ ANTENNA SEE DRAWING ONE COAT OF EXTERIOR ACRYLIC PRIMER. E-6, NOTE 9 TWO COATS OF 100% ACRYLIC SEMI-GLOSS ENAMEL COLOR TO BE WHITE, SUBMIT 4 SAMPLES AND SPECIFICATIONS TO CITY FOR APPROVAL WOOD GATES FLAGSTON PAVING I MCC -----'APERED2X4RAFTERS ~---ROOF MEMBRANE OVER 1/2" CDX PLYWOOD SHEATHING ,.___ ROOF FASICA ---THIN BRICK VENEER OVER PLASTER BASE OVER 1/2" PLYWOOD --2 x 4 STUDS AT 16" o_c_ ,___ __ PROPERTY LINE ,..,----2 X 4 SILL PLATE W/ 1/2" DIA x 10" LONG BOLTS ANCHOR @ 48" MAX O.C. CONCRETE FOOTING AND FOUNDATION SEE DETAIL r,;;'\ SECTION ~------- ;., <I -- fu . . . 9 -- ·- 6" 21-611 : • . - 21 -7" • --1 /2" DIA. X 10" LONG BOLTS @ 48"MAXO.C. #4@ 9" EACH WAY CONCRETE FOOTING 2500 PSI @ 28 DAYS #4 ALL AROUND 0 FOUNDATION AND FOOTING 7 f---------- LINE OF __ _. HOUSE = 1,, ' st ~ ELASTOMERIC ROOFING --ROOF FASCIA ' BRICK VENEER ii■ LOW BRICK WALL / FRONT REAR '------+'ATIO ~-----WOOD GATES@ ROOFFASICA THIN BRICK VENEER OVER SETTING BED OVER 1/2" PLYWOOD / LINE OF CURB HOLLOW METAL -FRAMES TO BE 16 GAGE STAINLESS STEEL COMPLY WITH ASTM A 568 AND ASTM A 569. 8" x 16" STAINLESS STEEL SCREENED LOUVER VENT '1==4--EMERGENCY CONNECTION ~ FOR HEIGHT AND LOCATION \, :l DRAWING E-6 SIDE SIDE 8" x 16" STAINLESS STEEL SCREENED LOUVER VENT NOTE: PAINT ALL WOOD FASCIA, TRIM AND (;'\ ELEVATIONS 114•~1·-o" GATEGLosswHTTEGATE 0------ PAUL J. RUFFING, ARCHITECT ARCHITECTURE and PLANNING 1101 DOVE STREET, SUITE 140 NEWPORT BEACH, CA 92660 TEL/FAX 949 660 8062 8-5-05 PJR DATE BY AS-BUILT CONDITIONS DESCRIPTION REVISIONS APPROI/ED UITILITIES ENGINEER R.C.E. No. 43003 DA"'I' DESIGNED DRAWN APPD. PJR PJR CBEX!RED DATE PJR AUGUST 2004 A-2 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION NEW MCC ENCLOSURE S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 60F35 • ' 1. CMU WALL WITH STUCCO OVERLAY COATING 112" SHIM SPACE HOLLOW METAL GATE FRAME ~----------WITH MASONRY ANCHORS 112" STAINLESS STEEL ANCHOR BOLTS fr1lr-il~~~r&t~I\' §!BING 1 x 4 TONGUE AND GROOVE PANEL 1 112' 611 ,1--'-=,i~---'------,/' ~---1 314" GATE FRAME ©GATE AND FRAME 2 x 4 EDGE BLOCKING 2x4TAPERED RAFTERS -- 112" CDXROOF SHEATHING ELASTOMERIC ROOFING 24 GA., GALVANIZED IRON EDGE FLASHING 3 112" DIAMETER WOOD TRIM COPING 2x4 WOOD FASCIA 4 x 4 HEADER AT GATE OPENING 0 ROOF AND FASCIA 2 x 4 EDGE BLOCKING 2x4TAPERED \ RAFTERS I ------ 112" CDX ROOF SHEATHING ELASTOMERIC ROOFING 24 GA., GALVANIZED IRON EDGE FLASHING 3 112" DIAMETER WOOD TRIM COPING ~----------2 X 4 FASCIA '7'"----,,1-;r----------ANCHOR BOLTS 112" X 8"@ 6" FROM EACH END AND 48"0. C. !-----------CMU WALL WITH STUCCO OVERLAY COATING ® ROOF AND FASCIA ,------------2 x 6TREATED I PLATE ON CMU WALL 4X4 HEADER 3" x 6" x 3" RECESSED ANGLE SEAT WI 2-318" DIA MAS. ANCH. BOLTS AND 2-112" LAG SCREWS. (HOT DIPPED GALVANIZED). -----------HOLLOW METAL GATE FRAME @HEADER ATTACHMENT LINE OF GATE CMUWALL TAPERED 2X4 RAFTERS AT 16"0. C. TYP. 112"CDXPLYWOOD SHEATHING NAIL TO RAFTERS AND TOP PLATE W/6d NAILS@ 6" O.C. AT ALL SUPPORTED PLYWOOD EDGES AND OTHERWISE AT 12" O.C .. ROOF FRAMING PLAN 0 91 "' t SLOPE 1' +-SLOPE 1" ROOF PLAN a: uS --' ;... 0 WOODGATE FINISH SIDEWALK • .,. ©SECTION 3/4" = 1'-0" 0) PLANTER WALL 10 A:3 o<-~-ll-----ELASTOMERIC ROOF COVERING tt----ROOF COPING 1/2" = 11 -0 11 • . . - WOOD FRAME ROOF ROOF COPING CORNICE 8"CMU WATER PROOFING AT BELOW GRADE CONDITION ----LINE OF PLANTER GRADE • V •• - -- --. .. • -- • « FOUNDATION SEE o-t----DETAIL 7 SHEET .·:-·A ·----·A <I .. = -.-. -_ <I .• = • . . . ~--PLANTER-BACK-FILL AS REQUIRED PRECAST CONCRETE CAP ~--MATCH EXISTING 8x8x16 CMU WI #4 @ 16"0.C. STUCCO FINISH TO ('J MATCH EXISTING z PAINT ..,_ t-+ CJ/ #4 BARS @ TOP & b X -w BOTOM I -0 t-<( ;:;; CONRETE SIDEWALK ~--12" x 8" CONCRETE FOOTING WI 114 CONTINUOUS 3/4'=1'·0" REFERENCE - Y-OUT LI EXISTING FENCE TO REMAI ~~.,..-;.---::_ ___ REMOtE EXISTING PLANTER WALL, PROTECT EXISTING WALL ~ NEW PLANTER WALL TO MATCH ~ EXISTING. BACKFILL AS REQUIRED PLANTER ( PAIR WOOD GATES 3'-4"x4'-4112" '--+--EDGE OF CONCRETE FOUNDATION ,,•··,_ VENT TO BE : 1 REMOVED . ' . , --· NEWCMU '---ENCLOSURE SIDEWALK PLANTER NOTES; VAULT 1 ,___ __________ _ 0 PLAN 114•=1·-o· METER ACCESS DOOR VERIFY LOCATION AND CONCRFfE· MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. CEMENT USED SHALL BE TYPE V OR EQUIVALENT IN CONFORMANCE WITH ASTM C-150. REINFORCING· ALL REINFORCING STEEL SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A 615 UNLESS NOTED OTHERWISE. MASONRY· CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, GRADEN, (TYPE 1) MEDIUM WEIGITT UNITS. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF BLOCK UNITS SHALL BE 1900 PSI (NET). LUMBER: GROUT SHALL BE 3000 PSI @ 28 DAYS. GROUT SHALL CONTAIN MASONRY "GROUT-AID" ADDITIVE TO REDUCE SHRINKAGE MORTAR SHALL BE 1800 PSI @ 28 DAYS. ALL LUMBER SHALL BE DOUGLAS FIR LARCH AS FOLLOWS; STUDS NO. 2, JOIST NO. 1. LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. PLYWOOD· ALL PLYWOOD SHEA THING SHALL HAVE EXPOSURE I GLUE (EXTERIOR) AND SHALL BE IDENTIFIED WITH APPROPRIATE TRADEMARK. PLYWOOD SHALL MEET REQUIREMENTS OF PS 1-95 OR APA PRP-108 PERFORMANCE STANDARDS. SIZE, SEE NOTE 7 ON ~ DRAWING-E-10 ' EXI STING FENCE We?()!? STUCCO: SHALL BE PORTLAND CEMENT BASE COAT AND FINISH COLOR COAT, SAND FINISH. COLOR TO BE SELECTED CITY. ~ - -- -- ~ --"' _, .,, ~ .,,. .. . .. . . . . . . .. ........... ........... . . . . . . . . . . . . . . . . . . . . . . •·•·•·•·•·• . . . . . ...... ........... ~--;;::::;, __ :;;;;;,_, :-:· ·,·,······· . . . . . . . . ' ........ ' .. ······· ., •·•·•·•·•·• •······ ., SIDE SAME AS OTHER SIDE ' _,,. . . . . . ..... . . . . ' .. ,., . ~ . . . . -..... ..... ·-·-· ' .... . .... {B ..... •·•·• ·•·•· •·•·• -.... ., ... ·-··· ., ... ~ .... / •·•·• ..... ' .,.,-..... '-•·•·• ..... . / ·-·-· ·•·•· I I :-7··· -.... . .. . -... . .. ••••· . ' ... ·•••• •·•·• ·•·•· •·•·• ..... •·•·• ·•·•· I •·•·• ..... "' ••••• ••••· ..... '°'/ r,;'\, ~ WOOD GATES ~ FRONT ELEVATION 8"x 16" STAINLESS STEEL SCREENED LOUVER VENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . ........................................... ............................................ •••••••••••••••••••••••••••••••••••••••••••• ............................................ . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •·•·•••••••••••••••••••••••••••·•••••••••••• .............................. -............ . .. -........................................ . ........................................... ·······-···································· . . ' ........................................ . ............................................ •••••••••••••••••••••• ·•·•· ••••• •••••••••••• REAR ELEVATION G) ELEVATIONS PAULJ. RUFFING, ARCHITECT ARCHITECTURE and PLANNING 1101 DOVE STREET, SUITE 140 NEWPORT BEACH, CA 92660 TEL/FAX 949 660 8062 8-5·05 PJR AS-BUILT CONDITIONS DATE BY DESCRIPTION REVISIONS / / -"\\ \ I WtJt7 l> -:--o OF COPING I\ II CMU WITH ~~I fCOFINISH N. GRADE E XISTING PLANTER WALL N EW PLANTER WALL EINSTALL WALL IGHT FIXTURE R L I ESSS:CEEI ROOF COPING CMU WITH PLASTE FINISH COAT . . . . . . . . . . . . .. -...... . •••••·•·••• ...... -.... ... ········ 8''x 16" STAINLES=S--tc:'-'·:-: :•:• STEELSCREENED :.-. :. ;. :. :: LOUVER VENT -:-:-:-:::::::: LOW PLANTER ·::.-: .. ::::. ., ..... ,., . WALL •• BACKFILL AS REQUIRED .. ·,·, .. •·•·•·•·•·• .. ,.,., .. •·•••••••·• . . . . ..... SIDE UITILITIES ENGINEER R.C.E. No. 43003 APPD. Oll.'l'f' DESIGNED PJR CHECKED PJR DRAWN PJR DATE AUGUST2004 ROOFING: TO BE PROMENADE ROOF DECK SURFACING AS MANUFACTURED BY DEX-0-TEX WEATHERWARE. ROOFING TO BE MULTI-LAYER INSTALLED PER MANUFACTURER'S WRITTEN INSTRTUCTIONS. COLOR TO BE SELECTED BY CITY. PAINTING ALL SURFACES EXPOSED TO THE OUTSIDE PLUS THE INTERIOR OF THE GATES ARE TO RECEIVE: ONE COAT OF EXTERIOR ACRYLIC PRIMER. TWO COATS OF 100% ACRYLIC SEMI-GLOSS ENAMEL COLOR TO BE WHITE, SUBMIT 4 SAMPLES AND SPECIFICATIONS TO CITY FOR APPROVAL. HOLLOW METAL· FRAMES TO BE 16 GAGE STAINLESS STEEL COMPLY WITH ASTM A 568 AND ASTM A 569 EXISTING FENCE EMERGENCY CONNECTION FOR HEIGITT AND LOCATION SEE DRAWING E-10 A-3 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION 62nd STREET PUMP STATION NEW MCC ENCLOSURE S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 7oF35 • ' 0 -' w 0:: +I z 0 I w "' "' :::, V> iS ~ • w- 4" I I I I I 2-#4 CIRCULAR LAP 16" #4@6 EACH WAY, TYP 2-#4 EACH SIDE OF HATCH 6'-0"x4'-o" CLEAR OPENING 3" FRAME DRAIN ALL AROUND TOP PLAN • 72" RCP SEE SPECS. #4@6" EW --- DOUBLE LEAF ACCESS HATCH SEE SPECIFICATION SECTION 13330 3/4"=1'-0" L 6' -0" DIAMETER SECTION SCALE: 3/4"=1'-0" • ' .... -:=.'::'_ __ 1 "x3/4" LOCKSTOP MASTIC WATERSTOP BY GREENSTREAK OR EQUAL. CONTINUOUS ALL AROUND DETAIL A NO SCALE NOTES: i ' l 2-#4 EA. SIDE OF HATCH 1 "x3/ 4" SWELLSTOP WATERSTOP BY GREENSTREAK OR EQUAL. CONTINUOUS ALL -~-'fJ'lic1RC. LAP 16" 9"± ALL AROUND 1 1 /2" PVC DRAIN TO NEAREST SUMP , I \ '-,J'--7 SEE DETAIL A ON ' DRAWING S-1 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCE OF WORK. 2. REFER TO DWG M-6 FOR DEMOLITION OF THE EXISTING PUMP STATION TOP SLAB AND SIDE WALL REQUIREMENTS. GENERAL Gl APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, WHICH SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES ARE MORE RESTRICTIVE. G2 DIMENSIONS STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. G3 PROVISIONS FOR EQUIPMENT MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND EMBEDMENTS NOT SPECIFIED ON THE STRUCTURAL DRAWINGS BUT SPECIFIED ON OTHER CONTRACT DRAWINGS SHALL BE PROVIDED PRIOR TO CASTING CONCRETE G4 CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION BY BRACING AND BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. G5 DESIGN LIVE LOADS G6 G7 A. FLOOR AREAS: (1) OPERATING FLOORS (FLOORS ON WHICH MACHINERY MAY BE DISASSEMBLED) -150 PSF (2) ENGINE OR MOTOR ROOM -250 PSF (3) SIDEWALKS -250 PSF (TRAFFIC AREA) (4) UNLOADING AREAS - 2 1/2 TON TRUCK OR 100 PSF (5) TRUCK TRAFFIC AREAS -H-20 LOADING (6) OTHER AREAS -100 PSF B. GRATINGS, CHECKERED PLATES, AND HATCHES -SAME LOADINGS AS ADJACENT FLOOR AREAS C. STAIRS -100 PSF D. ROOF -20 PSF E. WIND -BASIC WIND SPEED = 70 MPH, EXPOSURE = C, ii = 1.0 F. SEISMIC LOADING -ZONE 4-UNIFORM BUILDING CODE, Ii = 1.0 DRAINAGE SURFACES SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. SLOPE SHALL BE 1 /4" PER FOOT UNLESS OTHERWISE SPECIFIED. FLOOR DRAINS SEE MECHANICAL DRAWINGS FOR SIZES AND TYPES. CONCRETE C1 APPLICABLE CODE CONCRETE CONSTRUCTION SHALL CONFORM TO THE LA TEST EDITION OF THE ACI BUILDING CODE (ACl-318). C2 REINFORCING STEEL DETAILS UNLESS OTHERWISE SPECIFIED, DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACl-315), LATEST EDITION. FLAME OR TORCHES ARE NOT TO BE USED FOR ON-SITE COATING OF REINFORCING STEEL. C3 DESIGN STRESSES A. CONCRETE, fc'=4,000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS, AND AS OTHERWISE SPECIFIED (TYPE V CEMENT) B. REINFORCING STEEL ASTM A615, GRADE 60. C4 CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER. A. CONCRETE CAST AGAINST EARTH -3" B. CONCRETE TO BE IN CONTACT WITH LIQUID - 2 1/2" C. CONCRETE TO BE IN CONTACT WITH EARTH OR WEATHER. (1) BARS GREATER THAN #5 -2" (2) BARS #5 OR LESS - 1 1/2" D. CONCRETE NOT TO BE EXPOSED TO GROUND, WEATHER, OR LIQUID. (1) BEAMS AND COLUMNS - 1 1 /2" (2) SLABS, WALLS, AND JOISTS -3/4" C5 ADDED TOP STEEL IN SLABS WHERE BEAMS OR WALLS ARE PARALLEL TO MAIN REINFORCING IN SLAB, PROVIDE #4 @ 18" IN TOP OF SLAB NORMAL TO BEAM OR WALL. EXTEND BARS 2'-0" BEYOND FACE OF BEAM OR WALL. WHEN SLAB IS ON ONE SIDE ONLY, TERMINATE BARS WITH STANDARD HOOK ON OTHER SIDE OF BEAM OR WALL. C6 BAR LAP SPLICES DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. VERTICAL REINFORCING BAR SPLICES IN COLUMNS SHALL BE AS SPECIFIED ON THE DWGS; ALL OTHER BAR SPLICES SHALL BE LAPPED AS FOLLOWS UNLESS OTHERWISE SPECIFIED. BAR SIZE TOP BARS SPLICE OTHER BARS SPLICE #4 29" 22· #5 36" 26" #6 43" 31" #7 49" 39• #8 6011 45' #9 104" 80" THE LENGTH OF LAP SPLICES MAY BE MADE BY WELDING IN ACCORDANCE WITH THE DETAILS FOR REINFORCING STEEL SPLICE SHOWN ON DWGS AND WITH AWS SPEC D12.1. C7 RESTRICTED BAR ANCHORAGE IN CASES WIHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED DUE TO THE LIMITED EXTENT OF THE ADJACENT CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS. CB SLOPING SLABS MONOLITHIC SLABS WITH TOPS THAT ARE SLOPED SHALL HAVE BOTTOMS SLOPED THE SAME AMOUNT, MAINTAINING A UNIFORM SLAB THICKNESS, UNLESS OTHERWISE SHOWN. C9 GROUND SUPPORTED SLABS CONCRETE SLABS SUPPORTED BY GROUND, UNLESS OTHERWISE NOTED, SHALL BE 4" THICK REINFORCED WITIH WWF 6 X 6 -W4 X W4 AT MID-DEPTH OF SLAB AND DOWELED ALONG THE EDGE OF THE SLAB TO ALL ADJACENT WALLS, COLUMNS AND FOUNDATIONS WITH #4 @ 15" THAT LAP 1'-0 WITH WWF AND EXTEND INTO WALLS, COLUMNS AND FOUNDATIONS AT LEAST 9"; IF SLAB IS DESIGNATED AS "ISOLATED SLAB" OMIT DOWELS AND SUBSTITUTE 3/8" TIHICK PREMOLDED JOINT FILLER TO ISOLATE THE SLAB FROM THE STRUCTURE. C10 CHAMFERS EXCEPT AS OTHERWISE REQUIRED, EXPOSED CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS, RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. MODIFICATION OF EXISTING CONCRETE M1 THE FOLLOWING NOTES ON MODIFICATION OF EXISTING CONCRETE ARE GENERAL AND APPLY TO THE ENTIRE PROJECT, UNLESS OTHERWISE SPECIFIED. M2 WHERE "TIE TO EXISTING STRUCTURE" IS INDICATED, CONTRACTOR SHALL STRAIGHTEN AND SANDBLAST DOWELS AND WELD OR SPLICE WITH NEW REINFORCEMENT AS SPECIFIED ON THE DRAWINGS. M3 EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE SHALL BE THOROUGHLY CLEANED BY SANDBLASTING AND COATED WITH EPOXY BONDING COMPOUND JUST PRIOR TO PLACEMENT OF NEW CONCRETE. M4 SURFACES EXPOSED TO VIEW SHALL BE NEATLY SAW CUT TO A DEPTH OF 1/2 INCH PRIOR TO REMOVING THE EXISTING CONCRETE. HIDDEN SURFACES SHALL RECEIVE A TOOLED JOINT BETWEEN NEW AND EXIST- ING CONCRETE. M5 DOWELS SHALL BE GROUTED BY COATING THE DRILLED HOLES AND DOWELS WITH EPOXY BONDING COMPOUND (15-30 MILS) AND INSERT- ING THE DOWELS INTO THE HOLES. EPOXY GROUT SHALL BE FORCED INTO HOLES TO FILL THE VOIDS. M6 WHERE WATERSTOP BETWEEN NEW AND EXISTING CONCRETE IS REQUIRED, CONTRACTOR SHALL CUT SUITABLE GROOVE IN THE EXISTING CONCRETE AND INSTALL WATERSTOP WITH EPOXY GROUT AND BONDING COMPOUND PRIOR TO CONCRETE WORK. M7 STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BY EXISTING STRUCTURES SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR PRIOR TO CONCRETE WORK. MB WHERE PLUG EXISTING OPENING IS INDICATED, CONTRACTOR SHALL REMOVE ANY ATTACHED METALWORK AND CONCRETE CURBS OR PROJECTIONS, ROUGHEN AND KEY EXISTING CONCRETE, COAT WITH EPOXY BONDING COMPOUND. AND POUR NEW CONCRETE FLUSH WITH ADJACENT SURF ACES. M9 NEW OPENINGS IN EXISTING CONCRETE SHALL BE CUT 2 INCHES OVER- SIZE, COATED WITH EPOXY BONDING COMPOUND, AND MORTAR FINISHED TO THE REQUIRED FINISH SIZE. M10 WHERE "REMOVE EXISTING K.0. WALL OR PLUG" IS INDICATED, CON- TRACTOR SHALL REMOVE ALL EXISTING MASONRY, CLEAN AND SAND- BLAST ALL CONTACT SURFACES AND REPAIR WALLS AND SLABS TO MATCH EXISTING WORK. (REPAIR SIMILAR TO M9 ABOVE.) M11 WHERE "PLUG OR K.O. WALL FOR FUTURE REMOVAL OR FUTURE EXTEN- SION" IS INDICATED. WALLS SHALL BE RECESSED WITH KEYED CON- STRUCTION JOINT AND COATED WITH BOND BREAKER BEFORE CONCRETE PLUG OR K.O. WALL IS CAST, UNLESS OTHERWISE SHOWN. STEEL S1 APPLICABLE CODES STEEL CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS AND STANDARDS PRESENTED IN THE LATEST EDITION OF AISC STEEL CONSTRUCTION MANUAL. S2 MATERIAL ALL STRUCTURAL SHAPES, BARS, PLATES AND SHEETS INDICATED ON THE DRAWINGS SHALL BE STEEL MEETING ASTM A-36 S3 WELDING WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. S4 ENCASED STEEL STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE GALVANIZED OR PAINTED AND SHALL HAVE CLEAN SURFACES FDR BONDING TD CONCRETE. S5 PAINTING STRUCTURAL STEEL SHALL BE PRIMED AND PAINTED IN ACCORDANCE WITH SPECIFICATIONS. RECORD DRAWING APPROVED MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION This Record Iirawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infonnation and shall nol be responsible for any omission which may be incorporated herein as a result. Signed; _______ Dale; __ _ DATE BY DESCRIPTION REVISIONS PRINOPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 CHINA COVE PUMP STATION -STRUCTURAL REHABILITATION PLAN, SECTION, AND NOTES CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 35 • • • ~ ~--MANHOLE FRAME AND COVER 30" DIA CLEAR OPENING PER CITY OF NEWPORT BEACH STD-114-L VERIFY SIZE & LOCATION WI MECHANICAL CONTRACTOR HEX NUT AND 316 SST ANCHOR BOLTS SHALL BE MIN. SIZE SHOWN OR LONGER AS REQ'D BY EQUIP MANUF. ------~ 31 6 SST LEVELING NUT 316 SST EQUIPMENT BASE PROVIDE CLIP TO REMOVE ONE END OF CHAIN 12" MIN 24" MAX UNLESS OTHERWISE NOTED ---CONCRETE ADJUSTING RINGS AS REQUIRED #4@12" oc ROUGHENE EA WAY I \ 3/4"± 1/4" GROUT 9-----316 SST CENTER DRIP w t;:; !l:'. 0 z 0 0 >-'!}_ 0 w 0:: Q_ • N ~ z • 0 0 t ' I o_ • w in VJ N !l:'. • w VJ 0 __J w 0 !l:'. :r: ~ ?i ::;; • •. z ~ ::;; ... 4'-0" DIA 6'-o» DIA .. • .. •. ad • .. . • . . . ~--CONCENTRIC CONE IF REQD BY SPECS . . 4 • . PRECAST CONCRETE REDUCING SLAB 96" TO 48", VERTICAL WALL OF ECCENTRIC CONE SHALL BE ON DOWNSTREAM SIDE OF MANHOLE. SHOWN ROTATED 90" FOR CLARITY. RAVEN LINNING SYSTEM, SEE ·• SPECIFICATION SECTION 09960 JOINT GASKETS. SEE • SPECIFICATION SECTION 02710 3000 PSI MIN CONC BASE PRECAST CONCRETE MANHOLE (WElWELL) SUPPORT ROD SEE TABLE DETAIL NO SCALE JAMB NUT PIPE UP1 TO DIA. 2 Y2" ROD 3/8" DIA. ROD LENGTH (MAX) 25" 3"-4" 6" -8" 10"-12· 1/2" 3/4" 7/8" 31" 43" 48" D JOINT 0:: • ..., __J 3/4" CHAM P r #12@12 FER, TYP I ( () OC, TY ' ' ' .\ '-V • • . ·; '=st->< <( ::;; ... • . . .• .• • .• • • • • . . .• • .• .. •• ... . .• •• .• • •. .. . • . . • .. .. • .. a .. • . . ~ . . . • -. •. " • . ::; . 4. .• ,. ..., •. .. .• 1 0 .•. . • 4" ~ NOTES: 1 2. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR. MIX SHALL BE 560-C-3250 TYPE V. EQUIPMENT ANCHORAGE EMBEDMENTS ARE UNIQUE TO EACH PIECE OF EQUIPMENT, AND ARE NOT SHOWN IN DETAIL ABOVE. EQUIPMENT BASE DETAIL C NO SCALE VAR FINISHED FLOOR ,· "'" 7R uf '" ,_ I ,_ ---+-----+-. . <f ••• •. 4 •• . . - I ._ I . --. t, P+---.----1 ••.• I 3 1/2" CONG CURB __J <C >-m ::;; VJ <( (/) (/) ~<Dt,, -(/) m..., <{t (.!) ro->--...__..., ~ 1"):: N co--...__ -:::, -t')!l:'. "-I -:: I-er:: "'-0 -...__-u.. r--. - CONCRETE EQUIPMENT BASE ,---+---PVC SLEEVE OR •. OTHERWISE FORMED AT CONTRACTOR'S OPTION_ INSIDE DIA EQUALS ANCHOR :f • • i ; 4 • •• t---:~;ED~~ :~u:E~~D TO ~ , • KEEP VOID AROUND . . . •. l ; . • ANCHOR BOLT -----: -"-. f • ,-.;,. -STRUCTURAL CONCRETE • • 1 .: • SLAB WHERE REQ'D •• 0---#4 @ 6" MIN. re:: Ct:'. 0 oO-u.. u.. -~--------~,2-~==~-}- ... ~ REINFORCING STEEL MIN. NOTE: 316 SST ANCHOR BOLTS SHALL BE MIN. SIZE SHOWN OR LONGER AS REQUIRED BY EQUIPMENT MANUFACTURER. ANCHOR BOLT FOR EQUIPMENT DETAIL E NO SCALE M-1 WIDTH OF TRENCH 3" MIN CLR (TYP)---+-+- I #4@2'-o" LAP AS REQUIRED (MIN 12") I "ELCEN" HANGER ROD _/ CLIP OR EQUAL ---eVI- ADJUSTABLE CLEVIS TOLCO FIG. 1 F OR EQUAL EPOXY GROUT I CAST-IN-PLACE SCH 10 TYPE 316 SST PIPE SLEEVE FOR ~-~--''---BOTTOM OF TRENCH 4-#4 CONTINUOUS FOR 3,000 PSI NEW CONG FLOOR PIPE 36" ID & SMALLER CONCRETE NOTE: ALL PIPE SUPPORT COMPONENTS SHALL BE OF 316 SST CONSTRUCTION. PIPE PENETRATION PIPE HANGER DETAIL B NO SCALE VAR BALL VALVE TO CONSUMER'S SERVICE E;'=';3 ¾" AGGER. BASE i'i ~ CONSTRUCTION NOTES: PROFILE VIEW NO SCALE G) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. DEVICE SHALL BE APPROVED BY THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES. CALL THE CITY OF NEWPORT BEACH CROSS CONNECTION SPECIALIST FOR DEVICE INFORMATION AT (949)718-3412. @ CONCRETE PAD, WHERE INSTALLATION IS NOT ~THIN A CONCRETE AREA (6" THICK). "' $=$J 12• MINIMUM 18° ~AXIMUM FROM WATER METER TYP DETAIL NO SCALE 2 PLAN VIEW NOTTO SCALE GENERAL NOTES: 1. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED ABOVE GROUND, AND INSTALLED AS CLOSE AS PRACTICAL TO THE WATER METER AND SHALL BE INSTALLED IN A LOCATION THAT IS READILY ACCESSIBLE FOR TESTING AND MAINTENANCE AS APPROVED BY THE WATER Dlv1SION. BACKFLOW ANCHOR DEVICES SHALL NOT BE INSTALLED ON CITY PROPERTY. 2. IMMEDIATELY AFTER INSTALLATION, RELOCATION OR REPAIR, ALL BACKFLOW PREVENTION DEVICES SHALL BE TESTED BY A CERTIFIED TESTER APPROVED BY THE CITY. NO SERVICE SHALL BE TURNED ON UNTIL THE DEVICE IS TESTED AND CERTIFIED AFTER INSTALLATION. 3. RISERS AND TUBING SHALL BE TYPE "K" RIGID COPPER AND ALL FITTINGS SHALL BE SOLDER-JOINT TYPE (OR THREADED BRASS) PER UNIFORM PLUMBING CODE. 4. STRAINER / HOSE BIB SHALL BE UPSTREAM BEFORE DEVICE. 5. CITY MAY REQUIRE AN APPROVED ENCLOSURE AROUND BACKFLOW IN SOME INSTANCES. REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE DETAIL J NO SCALE M-1 D VAR 4-#6 CONTINUOUS FOR ~----#4@2'-o" PIPE LARGER THAN 36" R~INFORCED CONCRETE ENCASEMENT OF PIPE go· BASE ELBOW ~:;:=J=;J 4-1/2"1<'1 316 SST BOLTS W/ 316 SST PLATE WASHERS. DRILL BASE W/4-5/8"'/J HOLES 1/2" 316 SST PL TO MATCH ELBOW OR TEE BASE INSULATING GASKET ---==-~~'---_:_--=-j- 4"11> 316 SST SCH 40 PIPE FOR 8" go• BASE ELBOW 2 1 /2"r/J 316 SST SCH 40 PIPE FOR 6" 90' BASE ELBOW ' A .• X < :,a • 0 I "1 .• 1''± NON-SHRINK GROUT 4-3/4"0 316 SST ANCHOR BOLTS ELEVATION NOTE: t ALL PIPE SUPPORT COMPONENTS SHALL BE OF 316 SST CONSTRUCTION. 0 0 0 316 SST PL 3/4"x 12"x 1'-o" SECTION A-A DETAIL K NO SCALE M-1 DETAIL NO SCALE 316 SST ANCHOR BOLTS, SEE SPECS V X <( ::; N -0 >- • • "' L L/2 -------------------- ,rn • BRACKET W/P1001, ELCON OR EQUAL UNISTRUT P3200, PAINT TO MATCH WALL 316 SST NUT W/SPRING ELGEN 9000 OR EQUAL PAINT TO MATCH WALL ~--316 SST LOCK WASHER AND NUT, TYP MAX. ALLOW. LOAD AT MID POINT (L/2) L (IN) 12 18 24 30 36 LOAD (LBS) 1000 650 500 400 320 NOTE: ALL PIPE SUPPORT COMPONENTS SHALL BE OF 316 SST CONSTRUCTION. PIPE SUPPORT DETAIL L NO SCALE M-1 RECORD ORA WING This Record Drawing has been prepared based on information provided by others. PBS&.J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: _______ Dale: __ _ DATE BY 0 CHANNEL CUT INTO MAIN CHANNEL FRAME AT EACH END WITH DEBRIS GASKET 316 SST SAFETY CHAIN (OPPOSITE END)~ / 316 SST REMOVABLE SQUARE KEY WRENCH Ill~ 316 SST fk~=ddlqjl \ SLAM LOCK ---+-11 316 SST AU TOMA TIC HOLD OPEN ARM AND COVER RELEASE 316 SST SUPPORT.SHELF I REMOVABLE PLUG 1/4" DIAMOND 316 SST PLATE COVER NEOPRENE BUMPER FORGED ALUMINUM HINGES WITH STAINLESS STEEL PINS 1/4" 316 SST CHANNEL FRAME --------0 DEPTH VARIES WITH SIZE 316 SST REMOVABLE ANCHOR 316 SST LIFTING MECHANISM WITH REINFORCED COMPOSITE TUBES AND ELECTROCOATED COMPRESSION SPRINGS 0 1-1/2" DRAIN COUPLING WELDED UNDER FRAME FOR PIPE CONNECTION TO DRY WELL OR DISPOSAL SYSTEM SIZE (WIDTH) DOUBLE LEAF ACCESS HATCH 8" PVC VENT RISER-~ 8 ROWS FOR 14 EQUALLY SPACED 1" (112 HOLES TOTAL)-------~ DETAIL NO SCALE PVC CAP 180 0 0 08 ~ 0 001 0 0 0 001 lo O O OOi 100 * o oo 00 0 0 00 00 0 0 00 H M-7 ' N CONCRETE SLAB OR PAD PER PLANS µ.,. ... ~-,-·:-..-11~ o _f'~oH-H~e<ie,:>-.-.-,.---.-7+_. --r", •'.'•~- w ,___~· •~·'-'-'I------I •• I I I I I 8" PVC VENT PIPE TO : I VENTILATOR -------- 2 oz zWW -!l:'. > NOTE: ALL ACCESS HATCH COMPONENTS SHALL BE OF 316 SST CONSTRUCTION. • ""." ~. ": ,._ ,. - -._ ... EPOXY GROUT~,·=-•'-.~•.;,-' .c,:•·:,._· ·;_..i· .· .... ) I ( ;,,I z .• _: . ·' '. ~-PIPE ::;; ...... • ···"'-CONCRETE . • . ·• •• • MODULAR MECHANICAL : . : . • • • •.• • SEAL ASSEMBLY WITH WALL -----i-• ·' :..~ . •. • 316 SST BOLTS AND ' NUTS, AS SPECIFIED PIPE PENETRATION DETAIL N NO SCALE PIPE SIZE UP TO 12" / FABRICATED PIPE CLAMP (WIDTH & THICKNESS, SEE TABLE) ANCHOR BOLT SEE . SPECS (ROD DIA SEE ·'.·,:.TABLE) PIPE UP TO 4" 6"&8" 10"&12" DIA CLAMP 1½"x1J.( 2"x1/4" 2"x3/s" SIZE ROD 1/2" 3/4" 1" DIA NOTE: PROVIDE INSULATION PROTECTION SHIELD, SIMILAR TO GRINNELL FIGURE 167, OR ELCEN FIGURE 219, WHERE PIPING IS INSULATED. PIPE SUPPORT DETAIL p NO SCALE VAR RECORD DRAWING M-1 C-3585 APPROVED MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION DESCRIPTION RE~SIDNS PRINCIPAL OVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 MECHANICAL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET9 OF 35 • • • /--- t • -• -----~ -"--··------ ' --·--' ---- ' 0 I 00 --. ' -·-- MARINERS -·-----' _,_-.!-.-• ---- - ---------------__ ,_ --·-···-----···--· --- STEET ' - -,. J \. /,,---EXISTING • \// 6" INLET \ \ 1 . - \ I . . . -. -;---TWO (2) AIR BLEED LINES SEE DRAWING M-4 -. _., --.. ---- MARINERS PUMP STATION -SITE PLAN SCALE: 1"=5'-0" I I I ,: " Cl:: __ ,.-• .-- . . .. \ \ \ \ \ \ \ \ \ -.• ✓' ·\ \._.. . ---·-· - -· •• ----__ ,,-;_·:~~-\"~~~~-:---~: .. -.l~~ _--------_____ -• ,--------~-/----~:::;-~~:::~~~:--~~~~-~-:-_-\::~:~~-~:~~-~--~:· ···_·_-:-:~~ ~-~-\ •--~;-::· ~--:~-=--~.:~:-:-.=-:~.------,--; -'---\---:· -• •·-:. -__ --_-- -I -.. •.. • •• • _--~~: _:-~::::. ~_--.:':~" : \'.:. • -: ' ------------------------------------, --~-:...·· .. -.. -· ... ---=-~-~:-----=-~.:-->: _ _.-::-.,\· ·---·-· ------------------·~---·--•--, -------------"~---. --------,. / ------' • ,,..-~ ---\ -·· , ,. • - ---------.---~ -c•_-c· \ • --- -_.----. , -. . - RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not he responsible for any omission which may be incorporated herein as a result. Signed: Date: ---------- \ DATE BY DESCRIP1lON REVISIONS <:> z > < 0.. Cl:: ~ >- (:) z :,: u z w I"" Cl:: 0 u. 24" MIN \'i1D1H TRENCH THRU A.C SEC1lON (:) z 5 < Cl. (le'. 0 u. JOIN FLUSH EX. PAVEMENT\ ~ < (/) 1--:::, ~ .. fj) 1--:::, ~ .. fj) EX. PAVEMENT 5' MIN. EX. CITY OF NEWPORT BEACH UTILITIES (E.I. SEl'i1ER/WA TER) ROADWAY UTILITY TRENCH DETAIL NTS NOTES 1. TRENCH WIDTH SHALL BE O.D.+ 12" MINIMUM, OR O.D.+ 20" MAXIMUM INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3 EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWING WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT: (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITU1lED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HDPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE- SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5. ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. (B) APPLY TACT COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. CONSTRUCTION NOTES: § (§ REMOVE AND RECONSTRUCT BRICKS . GRIND EXISTING PAVEMENT 2" AND REPAVE WITH 2" AC REMOVE EXISTING AND RECONSTRUCT 4" PCC PAVEMENT PER CNB STD-180-L. NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS LAYOUTS AND REQUIREMENTS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCING OF WORK. 3. CONTRACTOR SHALL CUT AND EXCAVATE EXISTING HILL ANO PORTION OF THE BRICK WALL TO ACCOMMODATE NEW MCC ENCLOSURE AS SHOWN. 4. REFER TO DRAWING M-4 FOR DETAIL DESCRIPTION ON MA1lERIAL OF CONSTRUCTION FOR FORCEMAIN. 5. ALL TRENCH RESURFACING SHALL FOLLOW ROADWAY UTILITY TRENCH DETAIL SHOWN ON DRAWING M-2. APPROVED PRINOPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 RECORD DRAWING c-:1s MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION MARINERS PUMP STATION SITE AND YARD PIPING PLAN CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 35 \ • • • EXISTING VENT SEE NOTE 11 --I --. SEE NOTE 6 . ' ------ SEE NOTE ·-·\,.' --l"· ._, ,._ , , -, I•~-' • i , .:; ·,1 ,--:::.; /'; ' -----·---·------···----............... , ---·--·------·-----· ---7 • --~---------• ! rQ . ' I . ! : I . ' . I . I ' I I I I I -I .•I I j I b.J l • ' i ! ' ' l ' 1 i _.I_ I i,i SEE NOTE 4 MARINERS PUMP STATION -DEMOLITION PLAN SCALE: 3/8"=1'-0" SECTION 1 SCALE: 3/8"=1'-0" M-3 •• LP,<~.,:J.;:~-~ ;_.: ; .,'C. • I I , ! I I • l , J ,_ ! ' ~1 , J J .• / 8...J --· -----------. -~ -. --.__.. _r \ ·--\L_ ---- ' ' , ·--r ----- DEMOLITION NOTES: 1. EXISTING PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS LIGHT-LINED OR SCREENED. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HEAVY-LINED . 2. CONTRACTOR SHALL FIELD SURVEY PIPE ALIGNMENTS PRIOR TO PREPARING SHOP DRAWINGS. IDENTIFY ANY CONFLICTS BETWEEN SUGGESTED ALIGNMENT SHOWN IN THE PLAN, SUBMIT CONTRACTOR'S PROPOSED SOLUTION TO RESOLVING CONFLICTS, IN ADVANCE OF SUBMITTING SHOP DRAWINGS. CONTRACTOR SHALL POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. 3. AT CONNECTIONS TO EXISTING PIPING, CONTRACTOR SHALL HAVE THE OPTION TO: a. REPLACE PIPING BACK TO NEAREST FITTING. b. USE SLEEVE COUPLINGS OR FLANGE COUPLING ADAPTERS (RESTRAINED ON PRESSURE LINES) c. USE FLANGED END (EXPOSED PIPING) AND PUSH-ON OR MECHANICAL JOINT ENDS (BURIED PIPING) THAT MATCH WITH EXISTING PIPING MA TERI AL AND PRESSURE CLASS AND JOINTS. 4. CUT AND REMOVE EXISTING 4" FORCEMAIN PIPING, FITTINGS, VALVES, VALVE BOX, CONCRETE THRUST BLOCKS AND APPURTENANCES AS SHOWN. CONNECT TO NEW 4" FORCEMAIN AS SHOWN ON DRAWING M-4. 5. CAP EXISTING 6" AC FORCEMAIN OPENING WITH NONMETALLIC GROUT OR CONCRETE SLURRY. 6. CUT AND REMOVE EXISTING GALVANIZED STEEL LADDER, WALKWAY PLATFORM, HANDRAILING AND MISCELLANEOUS APPURTENANCES AS SHOWN. ALL REMOVAL HOLES TO BE PATCHED. 7. REMOVE EXISTING BLIND FLANGE AND CONNECT TO NEW PIPING AS SHOWN ON DWG M-4. 8. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS DEMOLITION REQUIREMENTS. 9. REMOVE ALL EXISTING ANCHOR BOLTS, ROUGHEN AND KEY EXISTING CONCRETE SURFACE. PATCH WITH EPOXY GROUT TO FLUSH WITH ADJACENT CONCRETE SURFACE. PAINT ALL SURFACES REPAIRED TO MATCH EXITSING SURFACE . 10. REMOVE 4" PIPE, FITTINGS AND VALVES AS SHOWN. REFER TO DWG M-4 FOR NEW PIPING CONNECTION. 11. CUT AND REMOVE EXISTING DUCTWORK AND REUSE EXISTING EXHAUST FAN. INSTALL NEW 8" DUCTWORK AS SHOWN ON DRAWING M4. -· ----------·--· ----.•---···--~. ---------·--· --··---"·---., -----------,_, _________ ,_ -----------------_ ----------' ; ' SECTION 2 SCALE: 3/8"=1'-0" M-3 RECORD DRAWING APPROVED This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any omission which may be incorporated herein as a result. PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE DATE BY DESCRIPTION APP'D. DESIGNffi DRAWN DY CS Signed: Dale: ---------REVISIONS CHECKED DATE MR AUG 2005 RECORD DRAWING C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION MARINERS PUMP STATION DEMOLITION PLAN AND SECTIONS CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 35 - r • 0 I< 0 fv\;-.. '"'C G;o"t,<.,\..k\.. 1... l ",,-, 2 r-A C-A..A 1/ ?.. ~ (,,, t>< l.-v, ta" ')(. c/1 z._ EA--c.A/\ z.11 f I PC!e ')' 1:,11 C,,,,,..\.V, l ~ 11/2-'' S"'-\ 'Ql;J \'!>"(-GAW, t ~ y'?.,. )(. ?, 1' 5 ls. 'E.01... i' ~ ~V\1 L.--+-? '::, t\DCI. .. A ... 7.. I I '? \ (' (-1....(.-,,...> \a-Cl-( 3. 11 ",..._,_ I.I,.,_. \1.,t-P ~---I--:;:,,. CP1.A."..':>C:-"-r 3/.z, f(.)."1"(::-Co,._l..\/il<N\i..C-0 0 --..., Yz.. 11 <f &.:>/'?::,11 fi / C.,. '-1-J t;. u_ 'is. (..AC. 'Lc,,-r ( 2, ~ \<.\:.c.,'-)\1<.k b) SU:IHS OOt i,i, t ·tt SU3HS 001 t17l·tt SU:IHS OS Lt, L ·tt • • • .. ' -- i ' 137 ' . . I POC ' ' I • ' . i ' 1-1---:}i ~~ i : : ' ~ ' NER ' PUMP NO. 2 ! P-1001 ! .. ······•m. . ..._., _,_-~ E---+-V i 'C@4 VENT RISER. TYP SEE DETAIL M ON DRAWING M-1 . _<£. EL ±1~ ___ _ MARINER PUMP NO. 2 ! P-1001 ! \'( ''... - n,' J. ~--EXISTING EXHAUST FAN ON THE RISER ---- PVC' . ' i: I i j '. '' 1---· '' ---1 ' / ' :4" )CLEAR ~ ·I 'i ~ . ,, ,. " ., @) • I ,i ' ---------·--·------·------·-. --~-1 ---_._ ________ ---, ~ ~ I , I I re, I I -( ' ' ' '-_, ---. 10 ' r, -----------' - \ ' -·- 4" FORCE MAIN ~ ''. \ v!!:1--.: : ' / ·. '•. . 'f ., ~-,.,.----· • I I I I ' I •• , .. I I : I I :' I I I I • I ! I : I I I , i r I 1::::0 ·:/ .i :,:'_ c( 'v'CF' 1021--L MARINERS PUMP STATION -DEMOLITION PLAN SCALE: 1/2"=1'-0" ' I ;· r __ , SECTION 1 SCALE: 1/2"=1 '-0" M-4 FLOAT SWITCH SEE DETAIL F ON DRAWING E-17 ULTRASONIC TRANSDUCER SEE DETAIL E ON DRAWING E-17 c:;: +t IX ' ~ 1£) 138.,•-- PUMP 2 ON tt4 I I PUMP 1 ON ' I •, WATER ALARM } } \,, o, I II ';..~~ PUMP 1 & 2 6FF 1 '': ~ --. . ' " --: ' _I g 0 10 Lu ;:;: I in a I N ~GGREGATE BASE PIPE DIAMETER (INCH) 4" DI 4" PVC 8" PVC 4'-0" APPROXIMATE " --·-. ----·---------·--., LENGTH (LF) 20 40 25 RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: _______ Date:. __ _ DATE BY \ ! l I 6 I l, JI CONSTRUCTION NOTES: @})--1NSTALL 48"x36" TRAFFIC RATED PRE CAST CONCRETE VAULT GOA TED INSIDE & OUTSIDE WITH 80 MILS EPOXY. @--INSTALL 48"x36" SST SINGLE-LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED. @-INSTALL 12" DIA SUMP WITH STAINLESS STEEL RING. GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL ~ STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING ~ FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. @-INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @-INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. @-INSTALL 4-INCH DI TEE (FLGxFLGxFLG). @-INSTALL 4-INCH go· 01 ELBOW (FLGxFLG) . @-INSTALL 4-INCH YELOMINE PVC. CERTA-LOK TAPPED COUPLING @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK FLANGE ADAPTER @--INSTALL 4-INCH YELOMINE PVC, CERTA-LOK TEE @--INSTALL 4-INCH YELOMINE PVC, GERTA-LOK 45' SWEEP BENC @-INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. --¥--• @-INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 80 @-INSTALL 8-INCH 90' PVC SCHE 80 ELBOW DESCRIPTION REVISIONS □ @-INSTALL VICTAULIC COUPLING. e--INSTALL FLANGI: COUPLING ADAPTER. • @-INSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. ~ CAP OPENING WITH CONCRETE SLURRY. @--INSTALL 4-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @-1NSTALL 6-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @-INSTALL 4-INCH ECCENTRIC PLUG VALVE OEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG6D1 ,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS ANO NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. @--INSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNS STD-522-L. @--INSTALL EXTENSION STEM, BONNET AND VALVE BOX. @-PIPE HANGER, SEE DETAIL B ON DRAWING M-1. @-EQUIPMENT BASE, SEE DETAIL C ON DRAWING M-1. ~-INSTALL VAULT LADDER,~~~'[{{('~~ r.4z-:,f,;.fr:!~~~ v_y-fZ %\',lb. 67l/-NP,4-fe,t;> P/i?Al'II~ Ef-4- @-1NSTALL 8-INCH VENT ANO CONNECT TO EXISTING VENT PIPES. • @--PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1. @--PIPE SUPPORT, SEE DETAIL P ON DRAWING M-1. ~ FAB._&_ INSTALL RESTRAINING BRACKET BOLT TO WALL @ 90' 1_,.,,.... •••••••• ·-··--·-••• ~-~ .. -----···-1 . .I -{ •• ·--~· -·-----, ... -1-·,-· ,_ --------~· -----------.... ____ i ' ----~~---------·. EL 41.42 ----- MARINER PUMP NO. 2 ! P-1001 ! --· -----.,. ----i ' I ' ' <.O I N i-----ff67 J>t:1c;. ~o,, 'U)Of!r £~ .j -2-8 J 2--J?~.fJ GCI CONSTRUCTION, INC. 245 FISCHER AVE., SUITE B-3 COSTA MESA, CA 92626 PH 714.957-0233 FX 714.540-1148 l------LADDER TO BE ·•"--······ ·-------====+/ 2" CLEAR OF FLOOR SECTION 2 SCALE: 1/2"=1'-0" M-4 APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APPU. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 RECORD DRAWING M-4 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION MARINERS PUMP STATION PLAN AND SECTIONS S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF 35 _L EXISTING MOW STRIPS □ utility ., ' ' .BRIGK SET IN MORTAR IN BASKET Y'lEAYE PATTERN WITH SQILDER-ROW BORDER OVER 4" GONGRETE SUBBASE --REINFORCED WITH #3 REBAR 2011 O.G. IN BOTH DIRECTIONS FINISH GRADE OP'BRIGK TO BE LEVEL WITH EXISTING STONE. -REMOVE ALL EXISTING PLANTS FERNLEAF AVENUE PA C_ PROPERTY L f I , I __ ~~- \ ' I ' I PARKER -RESIDENCE . __ _.,,. ~"-~--"----- 5.16 6PM . SHRUB 2.62 6PM LAV'lN ....... 9 ~ ~--... ·--- , J, □ [fj , utlllty ... \ ------------- ,4/...L---Sp 12.! N·~:;q:;t= •. /?A--JI-/ 5!!2.D /806 . I ·'~l:-·_. ~ ~ l___.. l'vfolly Wood Garden Design 229 Del Mar Ave. Costa Mesa, CA 92627 ph. 949.548.1611 fax 949.548.8557 • • • / SAND SAND 1 ------------------------------------------------------------------------------------------------------------------------ I I WATER \_/ FOUNTAIN SDMH GAS METER 1" WATER SERVICE TAP PER CNB STD-502-L 1" BACKFLOW PREVENTER SEE DETAIL J ON , , __ • 4'-0" < DRAWING M-1-----+----'---'--'~ < -L.. 7 L • • • • '< . z ·:::. FH CONC ASPH I I I ' ' ' ' I ! ! ! I i ---------------------------. ---------------------------------------- '7 I ' CHINA COVE PUMP STATION SEE DRAWINGS M-6 & M-7 -:, ', I / '° I 219 SEE DRAWING C-2 N ! ._._. ·;_·_· .. I 215 CONSTRUCT 5 LF ,:::,-:-:: I CONCRETE MOWSTRIP i::f:i: I :-:::r-:-:-: I ::::\.-:-:-: GRASS AREA • ··:_r:_·_·: :::.;.·::.·. ... .... 0' ..:: p· ''!//'\ :;J '--EXISTING 4" ,:; ::: FORCE MAIN 1--------7 I I I I ••• I I I I I I I I I I : a'••·· I :::. I A -·-· I AA :::. I AA :::. L_ .6.6.21-;:,:. I -· : 1 ICV ! PLANTING AREA ) J REMOVE EXISTING PCC MOWSTRIP '--BYPASS VALVE VAULT SEE DRAWING M-7 REMOVE 10 SF 218 EXISTING BRICK WALL FERNLEAF AVENUE -·---·--·------··--' ' CONSTRUCTION NOTES: REMOVE EXISTING AND CONSTRUCT 4" PCC PAVEMENT PER CNB STD-180-L. REMOVE EXISTING AND CONSTRUCT 6" PCC PAVEMENT. REMOVE EXISTING PCC PAVEMENT AND PLANT SOD. MODIFY EXISTING IRRIGATION SYSTEM TO PROVIDE COVERAGE. CONSTRUCT PCC MOWSTRIP PER DETAIL C ON DRAWING M-5. CONSTRUCT ROCK PAVEMENT. USE BANQUET CANYON ROCK TO MATCH EXISTING. CONTACT THE CITY OF NEWPORT BEACH FOR INFORMATION REGARDING PURCHASING AND ESTIMATING ROCK. REMOVE EXISTING BLOCK WALL. REPAIR EXISTING WALL AT CUT END. REMOVE EXISTING AND CONSTRUCT TYPE B3 6" PCC MOUNTABLE CURB AND GUTTER PER APWA STANDARD PLAN 121-1. REMOVE AND REPLACE ~2~4~0~s=F----------t 2l6 NOTES: i ! I J-- ASPH NEW MCC ENCLOSURE SEE SECTION 1 ON DRAWING A-2 AND DRAWING E-6-~ ROCK PAVEMENT AREA PA ; ·,t COLUMN 8" PALMS SITE PLAN SCALE: 1/4" = 1'-0" WATER FILTER GAS METER 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS LAYOUTS AND REQUIREMENTS. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCING OF WORK. 3. REFER TO DRAWING M-7 FOR DETAILED DESCRIPTION OF MATERIAL FOR CONSTRUCTION OF FORCEMAIN. 4. CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING WATERLINE SIZE AND LOCATION. RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incotporated herein as a result. Signed: _______ Date:. __ _ DATE BY DESCRIPTION REVISIONS 1" AT TURF AR S 6" . --, "4': -• . \ R=½" NOTE: PROVIDE SCORE LINE EVERY 4' O.C. DETAIL C -PCC MOWSTRIP N.T.S. APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 RECORD DRAWING c-~s~s MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION SITE AND YARD PIPING PLAN S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 13 OF 35 , ' ' ' : . ' ' ' ■ I ,/ / -' ' f ,_-/,:' ' c,c.--., ;-c_ SEE NOTE 6 SEE NOTE 9 _J SEE NOTE 4 ~--SEE NOTE 5 ' REMOVE EXISTlNG CONCRETE CONE AND RISER CHINA COVE PUMP STATION-ENLARGED PLAN SCALE: 1/2"=1'-0" ' ! ; ,' / ! EXISTING ACCESS HATCH ' ' ,c ~ I erno,r rnsn,c / l ' ' ' ' I ' ! i ~ • SEE NOTE 4 ~ ''~ % :I : : ~ "' ., .. L .•• ---,, '-~ ~ -•;,-, ~ -· , ~ I ~: , : ~ ,:=::'A~::: 71 -SEE ~ " .J ' ,. . \ ___ ..,_,, -~ ,·~· -... .:· DEMOLITION NOTES: 1. EXISTING PIPING EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS LIGHT-LINED OR SCREENED, NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HEAVY-LINED. 2, CONTRACTOR SHALL FIELD SURVEY PIPE ALIGNMENTS PRIOR TO PREPARING SHOP DRAWINGS. IDENTIFY ANY CONFLICTS BETWEEN SUGGESTED ALIGNMENT SHOWN IN THE PLANS. SUBMIT CONTRACTOR'S PROPOSED SOLUTION TO RESOLVING CONFLICTS, IN ADVANCE OF SUBMITTING SHOP DRAWINGS. CONTRACTOR SHALL POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITlES. 3. AT CONNECTIONS TO EXISTING PIPING, CONTRACTOR SHALL HAVE THE OPTION TO: a, REPLACE PIPING BACK TO NEAREST FITTING, b. USE SLEEVE COUPLINGS OR FLANGE COUPLING ADAPTERS (RESTRAINED ON PRESSURE LINES) c. USE FLANGED END (EXPOSED PIPING) AND PUSH-ON OR MECHANICAL JOINT ENDS (BURIED PIPING) THAT MATCH WITH EXISTING PIPING MATERIAL, PRESSURE CLASS AND JOINTS, 4. CUT AND REMOVE EXISTING 4" FORCEMAIN PIPING, FITTINGS, VALVES, SUPPORTS AND APPURTENANCES AS SHOWN. CONNECT TO NEW 4" FORCEMAIN AS SHOWN ON DRAWING M-7. 5. REMOVE EXISTING DRY PIT SEWAGE PUMP, CONCRETE PAD, INLET PIPING SUPPORTS, VALVES AND ASSOCIATED APPURTENANCES AS SHOWN, 6. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS DEMOLITION REQUIREMENTS. 7. REMOVE ALL EXISTING ANCHOR BOLTS, ROUGHEN AND KEY EXISTING CONCRETE SURFACE. PATCH WITH EPOXY GROUT TO FLUSH WITH ADJACENT CONCRETE SURFACE. 8, CUT AND REMOVE EXISTING ACCESS HATCH AND APPURTENANCES AS SHOWN. 9. CONTRACTOR SHALL CUT AND REMOVE EXISTING VENT PIPE AS SHOWN, CONNECT TO NEW VENT PIPE AS SHOWN ON DRAWING M-7. RECORD DRAWING --~-~~·_,: ___ . _____ uzULu..z . ~ -,_ ;'.': J __ i SECTION 1 SCALE: 1 /2"=1'-0" M-7 This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any omission which may be incorporated herein as a result. DATE BY DESCRIPTION Signed: ______ Date: __ _ RE~SIONS APPROVED PRINCIPAL a~L ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 RECORD DRAWING M-6 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION DEMOLITION PLAN AND SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 14 OF 35 • • , n 11 11 11 11 11 I I 1041----~ . / ~, .i'. '/ I I / / ,/ ,/ +-=,,..Jll,--.fVH-/------------t--~~ ----------------,---1!<=•:t<->~I --------------~-- :..------------ PUMP NO. 1 P-1001 I I '--f+-------~\-:----l;t-t--;1-JL_',-JL. k0> I--------------- VENT RISER, TYP SEE DETAIL M ON' DRAWING M-1 •, ·. \ ~\ . ' \ \ '\, ' CHiNA' COVE • PUMP N0.-2 I P-1002 1 • 115 3'-6" --------'- '-' -------.. : -. -~- ------, : •• RELOCATE EXISTING , ~ WATER METER PER CITY OF NEWPORT '\ .',. _____ _ \ \ \ I BEACH INPUT ~--SEE DRAWING S1 FOR EXISTING PUMP STATION STRUCTURAL REHABILITA llON PLAN \....,, ... ! ' 0 I l[) CHINA COVE PUMP STATION -PLAN SCALE: 1/2"=1'-0" SAFETY d1~ERS ~ II ~ \ 171 ". EL 7.00 ---- FOR CONTINUATION SEE DWG M-5 EXHAUST FAN EF-1 PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1 I I 104 11 EL 9.99 165 ' < . -.,. < .. __ ., .-. ·-1- ' 167 " ' < ' CHINA COVE PUMP NO. 1 ~~ ! P-1001 ! 1 ~ ~· 111 ; /i (141) ~ ~ (15a) ~ ' ' I . i " r i ·'. ·_: . . j SECTION 2 SCALE: 1/2"=1'-0" M-7 SEE DRAWING S1 FOR EXISTING PUMP STATION STRUCTURAL REHABILITA llON PLAN ' 0 I N EL 6.00 -H ' <!) I AGGREGATE BASE 5'-6" SECTION 3 SCALE: 1 /2"=1 '-0" M-7 = ' i I II II II II 11 II II II DOUBLE LEAF ACCESS HATCH, SEE DETAIL M ON DRAWING M-1 --------~-------·--~---~-----------' ----.-----·-----------------------' ' ------' •• r----tcpz.===zz:z'!2====zz;zt--, i ' ':. ~ULTRASONIC CHINA COVE PUMP NO. 2 P-1002 •• : TRANSDUCER :\ \ SEE DETAIL C 0 !\ ! DRAWING E-17 ! \ r \ i ! I I i \ ' ' I FLOAT SWITCH i SEE □ET AIL F ON DRAWING E-17 i , I . I .. -i HIGH WATER ALARM: ___ .. EL 3.50 , . ' PUMP 2 ON EL 2.54 i --ll,-i -~P~U_M~P~1 _0_N_ EL 1.12 PUMP 1 & 2 OFF EL -0.54 EXHAUST FAN EF-1 CHINA COVE PUMP NO. 1 ! P-1001 ! 'F¥~ ~--SUBMERSIBLE PUMP & POC . ' • .....---"-------~------·---·-·----____ J LIFTING MECHANISM SHALL BE INSTALLED PER MANUFACTURER'S RECOMMEND A llONS i---sEE DRAWING S-1 ,, GROUT FOR EXISTING PUMP STATION STRUCTURAL REHABILITATION PIPE DIAMETER (INCH) 4" DI 4" PVC 6" PVC APPROXIMATE LENGTH (LF) 5 12 35 * VENT PIPES NOT SHOWN ON THIS SECTION SECTION 1 SCALE: 1/2"=1'-0" M-7 CONSTRUCTION NOTES: (@)-INSTALL 12" DIA SUMP WITH STAINLESS STEEL RING, GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. t:;;:.\___ INSTALL 42"x66" 316 SST DOUBLE LEAF, SPRING ASSISTED ACCESS HATCH, ~ H-20 LOAD RATED. ~ STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING ~ FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. @--INSTALL 48"x72" TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS RAVEN EPOXY W/ FIBERGLASS REINFORCEMENT. <fI§>--1NSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @-INSTALL 4-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE YELOMINE PVC, SOR 17 FOR BURIED SERVICE. @--INSTALL 4-INCH DI TEE (FLGxFLGxFLG). @---1NSTALL 4-INCH go• DI ELBOW (FLGxFLG). @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK FLANGE ADAPTER @-INSTALL 4-INCH YELOMINE PVC, CERTA-LOK 45· SWEEP BEND @--INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH 316 SST CAMLOCK (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @--INSTALL 8"x6" DI REDUCER (FLGxFLG). @-INSTALL 4-INCH YELLOMINE PVC, CERTA-LOK 45· ELLS §-INSTALL VICTAULIC COUPLING. @-INSTALL FLANGE COUPLING ADAPTER. @-INSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. @-1NSTALL 4-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. @--INSTALL 4-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITIH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. ©--INSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNB STD-522-L. @--EQUIPMENT BASE, SEE DETAIL C ON DRAWING M-1. l~.JNi:-.Ji::hNtt!/.1 WA-~ .Dl~r,.e;c-r @--1NST~~L VAULT LADDER, PER ernl S'fil 53@ L 11'1'1Ttltl 1'' C1£ARAl>lefi: ¥0 1h ,LL. 67,4.Nc,~ ~ DJ<A-WJN q (Fj-4'. ~ PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1. @-PIPE SUPPORT, SEE DETAIL P ON DRAWING M-1. @-INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE PVC SCHE 80 @--INSTALL 6-INCH go· PVC SCHE 80 ELBOW RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not he responsible for any omission which may be incorporated herein as a result Signed: Date: ---------- DATE BY ACCESS HATCH OPENING TOP GUIDE BRACKET 316 SST TOP GUIDE SUPPORT• ,,. L4x3x3.75, SEE NOTE 2 / / / / / / / / / / / r( / / I 90'.'. DISCHARGE ELBOW • l( ..._ ..... ..... ' ' ..... ' ..... ..... ..._ .___,...,..._ DISCHARGE PIPE,• , ...._ SEE NOTE 2 -.... INTERMEDIATE BRACKET PIPE SPACER KIT DISCHARGE PIPE • NOTES: 1. ALL SLIDE RAIL SYSTEM ASSEMBLES SHALL BE PROVIDED BY THE PUMP MANUFACTURE AS PART OF THE PACKAGE SYSTEM. 2. *-THE ITEM INDICATED SHALL BE PROVIDE BY THE CONTRACTOR. APPROVED DETAIL NO SCALE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE DESCRIPTION APP'D. DESIGNED DRAWN DY CS REVISIONS CHECKED DATE MR AUG 2005 A M-7 SUBMERSIBLE MOTOR CLAW LIFTING HOOK AGIVENT VOLUTE NAME PLATE SLIDE RAIL CLAW SLIDE RAIL FACE SLIDE FACE 0-RING GUIDE PIPE SLIDE RAIL BASE M-7 RECORD DRAWING C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE PUMP STATION PLAN AND SECTIONS CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 15 OF 35 • VARIES rJ' c.r. ". u.: 0 b 6" PVC 2% Fii\LL STD 406-L REMOVE AND 202 RECONSTRUCT 36 LF TYPE A CURB AND GUTTER I I I I /4 -------------------------L...,~---~&-: I ..r,L_ " /'i.GW t "c1,, ,, 1 B ''oont: .e-, ---. ---•• •• • • •••••• ·,---------- ' 8.33% MAX -----------------------------r4--E--------,-. - GROOVING (TYP) 6" ' R=1/2 ~ VARIABLE HEIGHT RETAINING CURB (O" TO 6") ' '-.---EXISTING 00 ' ~ SIDEWALK (TYP)--...,_ 8.33% MAX. N 36" DIA M HOLE FOR TEMP C SID-401-L ~·-,;• ,,,_~.,,,, ?<_,_, ' ~·--c-" >'·" ~ -:, ~--=-t-~ I 8.33% MAX 8.33% MAX 24" 1. 3:12 BATTE AC PAVEMENT R=1/2" I -- 1 I I I I I I I \ I \ .' --.\-- \ \ NEW 6' DIA MANHOLE BOX \ \ \ \ \ \ \ \ \ \ \ .. ,:" : •.• ·:,~ ~ \ , . . \ •. •. ---\ ~/1" -~-. \ ' . ' ;I"' I 1/ (/' ,/ ~ EMOVE AND ECONSTRUCT 0 LF PCC CURB AND GUTTER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,· .. . . < \ \ \ \ \ \ \ \\ \ V' .!:' 7- \ ' ' \ \ \ ' \ \ AT CURB (TYP) 62ND ST PUMP STATION -SITE PLAN SCALE: 1 "=5' -0" DETAIL A -CURB ACCESS RAMP DETAIL -12" PCC CURB N.T.S. N.T.S. \ \ NEW MCC ENCLOSURE SEE PLAN 1 ON DRAWING A-3 AND DRAWING E-10 \ \ \ \ \ \ \ \ \ \ ' \ ' \ ,,,,, -~'i,. \ ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' ' \ \ ' \ ' \ \ \ RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ------~Date:. __ _ -~----- DATE BY DESCRIPTION REVISIONS I CONSTRUCTION NOTES: @ @> § 0 @ @ REMOVE EXISTING AND CONSTRUCT TYPE A PCC CURB AND GUTTER (6")PER CNB SID-182-L. REMOVE EXISTING AND CONSTRUCT 4" PCC PAVEMENT PER CNB STD-180-L. SAWCUT AND REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL A ON DRAWING M-8. REMOVE EXISTING AND CONSTRUCT 12" PCC CURB AND GUTTER PER DETAIL B ON DRAWING M8. REMOVE EXISTING AND CONSTRUCT 6" PCC PAVEMENT. CONSTRUCT TYPE B 6" PCC CURB PER CNB STD-182-l. NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL/CONTROLS LAYOUTS AND REQUIREMENTS. J ' 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL AND COMMENCING OF WORK. 3. REFER TO DRAWING M-10 FOR DETAILED DESCRIPTION OF MATERIALS OF CONSTRUCTION FOR FORCEMAIN AND SEWER. 4. ALL TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH ROADWAY UTILITY TRENCH DETAIL SHOWN ON DRAWING M-2 . '"·-_ __ _,,.--,., /., ,r....._ _ _,/- ,'-._ __ _,....,-,' ~--__,../ \ i / \ ' i / . \ \\ \\ I ! ; RECORD DRAWING c1s~s APPROVED PRINaPAL aVJL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE MR AUG 2005 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION 62ND ST. PUMP STATION SITE AND YARD PIPING PLAN S-5201-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 16 OF 35 • ' EXISTING <\'" sewrn \~ ~ ~ ~ ' \ REMOVE PORTION OF ~-- EXISTING VCP SEWERA-~-/ SEE NOTE 4 PIPES TO THE -~ NEAREST JOINT, TYP -~ _ -• ::f~ EXISTING 8" VCP \ 8" PVC PIPE (TEMPORARY) 8" PVC PIPE (TEMPORARY) I --r ____,[ / I I I I I I ~ I > I? EXISTING 8" VCP DEMOLITION PLAN (PHASE I) SCALE: 3/8"=1'-0" INSTALL NEW 36" DIA MANHOLE PER CNB SllD-401-1. INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION, TYP ~-8" PVC 45· ELBOW (TEMPORARY) 8" PVC PIPE (TEMPORARY) ' l ' \ ' ' \ ' ! ' ' , J \ \ ~-8" PVC 45· ELBOW (TEMPORARY) . I :/ 8" PVC PIPE \ \ (TEMPORARY) ' • E~STING I '✓ 8" VCP i i ' ' 8" DIA BANDED, RUBBER MECHANICAL COUPLING, TYP INTERIM BYPASS PLAN (PHASE 11) SCALE: 3/8"=1'-0" 1 8" PVC 22.5° ELBOW ( r (TEMPORARY) '~~ EXISTING 8° vcr ' __ , __ .¥"<'"~ -' .·' - -------,,,. --------------·· ·----.------.--er_ (,.,:t1.·••-,;~~,- 1 \1 \ I , .. , ' ! ";' \ j 1:,·,1, J 1' \ \. \ \~. ·:\ EXISTING l.y I • ' SUMP PUMP t, -·, SECTION SCALE: 3/8"=1'-Q" EL 4. 71 1 M9 DEMOLITION NOTES: 1. EXISTING PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS LIGHT-LINED OR SCREENED. NEW PIPING, EQUIPMENT AND STRUCTURES ARE SHOWN ON THE DRAWINGS AS HEAVY-LINED. 2. CONTRACTOR SHALL FIELD SURVEY PIPE ALIGNMENTS PRIOR TO PREPARING SHOP DRAWINGS. IDENTIFY ANY CONFLICTS BETWEEN SUGGESTED ALIGNMENT SHOWN IN THE PLANS. SUBMIT CONTRACTOR'S PROPOSED SOLUTION TO RESOLVING CONFLICTS, IN ADVANCE OF SUBMITTING SHOP DRAWINGS. CONTRACTOR SHALL DIG TEST PITS AS REQUIRED TO LOCATE EXISTING UTILITIES. 3. AT CONNECTIONS TO EXISTING PIPING, CONTRACTOR SHALL HAVE THE OPTION TO: a. REPLACE PIPING BACK TO NEAREST FITTING. b. USE SLEEVE COUPLINGS OR FLANGE COUPLING ADAPTERS (RESTRAINED ON PRESSURE LINES) c. USE FLANGED END (EXPOSED PIPING) AND PUSH-ON OR MECHANICAL JOINT ENDS (BURIED PIPING) THAT MATCH WITH EXISTING PIPING MATERIAL, PRESSURE CLASS AND JOINTS. 4. REMOVE EXISTING 8" VCP SEWER PIPING, FITTINGS, SEWER MANHOLE AND APPURTENANCES AS SHOWN. 5. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTIRICAL/CONTROLS DEMOLITION REQUIREMENTS. 6. REMOVE ALL EXISTING ANCHOR BOLTS, ROUGHEN AND KEY EXISTING 7. 8. CONCRETE SURFACE. PATCH WITH EPOXY GROUT FLUSH WITH ADJACENT CONCRETE SURFACE. REMOVE EXISTING DRY PIT SEWAGE PUMPS, INLET AND OUTLET PIPING, SUPPORTS, VALVES, CONCRETE PAD AND APPURTENANCES AS SHOWN. REMOVE EXISTING 6" FORCE MAIN PIPING, BYPASS VALVE VAULT AND ASSOCIATED APPURTENANCES AS SHOWN. SEE NOTE 7 DEMOLITION PLAN (PHASE Ill) RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date:. __ _ SCALE: 3/8"=1'-o" DATE BY DESCRIPTION REVISIONS SEE ELECTRICAL DEMOLITION DRAWING FOR ADDITIONAL REQUIREMENTS APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN DY CS CHECKED DATE t.tR AUG 2005 ; / / / ' • I \✓,::_ '0; ~-~ ½ '0; '0; '0; ~ ~ ~-½ CUT AND REMOVE 15 L~~ EXISTING MASONRY BLOCK ~ WALL, SEE DRAWING A ~ / • j . j I I ½ ~ ff ff % ff ff ff --~ ' . ,-/ / I i BLOCK WALL I ;/"'-EXISTING WROUGHT IRON FENCE RECORD DRAWING M-9 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION 62ND ST. PUMP STATION -INTERIM BYPASS & DEMOLITION PLANS AND SECTION CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 17 OF 35 ' ' POC FILL W/ EPOXY GROUT 0 I I 0 I 0 I '-'-"'IPOC ' \ \ \ NEW HANDICAP RAMP \ SEE DETAIL A/M-8 • \ 2-6" DI FLANGE AND FLARED go· ELBOWS I ; I I I I I I I w I / ,, -·· -· --r --·-.. -----~---1 ----- ---- CD I N I_ /41 'Z o/ 62ND ST P MP NO. 1 P-1001 140 ' ' -~~--~ -,-'--------,--+---~--! +----- 120 140 62ND ST · • ·-1 .. tUMP NO, 2 . '•, _[ I, P-1002 I I i J i • I I/ I ' J :' I I II ii ' I // I I I I // I I , I I ' I ; , -~-/ I I ·•... . I I I i --. I ·----. I L-----1-I I -c5-~ ----I;' ·, .,,, ) / -1------------------/ ,, •• _ ' // ·--~II I ---.. -.._ --.... ; J -----... _/ 1" BACKFLOW PREVENTER W/ ENCLOSURE SEE DETAIL J ON DRAWING M-1 62ND ST PUMP STATION -SITE PLAN SCALE: 3/8"=1'-0" PIPE DIAMETER (INCH) 6" DI 6" PVC 8" PVC ' / / APPROXIMATE LENGTH (LF) 10 100 10 i / j ' / MCC I I I I i / f I r r / / I / ' / /'-"-/ ' I I I ; I I / I CONSTRUCTION NOTES: @--INSTALL 48"x36" TRAFFIC RATED PRECAST CONCRETE VAULT COATED INSIDE & OUTSIDE WITH 80 MILS EPOXY. @--INSTALL 48"x36" SST SINGLE-LEAF, SPRING ASSISTED ACCESS HATCH, H-20 LOADING RATED, (@)--1NSTALL 12" DIA SUMP WITH STAINLESS STEEL RING, GRATE AND FRAME, ALHAMBRA FOUNDRY CO, NO A-2020 OR APPROVED EQUAL. @-STRUCTURE TO BE COATED WITH 80 MILS OF RAVEN 405 EPOXY COATING FIBERGLASS REINFORCED AND SURFACE PREP PER SPECIFICATIONS. @--INSTALL 36-INCH DUAL OPENING TRAFFIC RATED MANHOLE FRAME AND COVER. ALHAMBRA FOUNDRY MODEL #A-1325 CLEAR OPENING 36", SMALL OPENING 22". @-INSTALL 6-INCH PIPE SPOOL, LENGTH AS REQUIRED. USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @-INSTALL 6-INCH PIPE SPOOL. LENGTH AS REQUIRED. USE YELOMINE PVC, SDR 17 FOR BURIED SERVICE, <iE}---1NSTALL 6-INCH DI TEE (FLGxFLGxFLG). @-INSTALL 6"x6"x4" DI TEE (FLGxFLGxFLG). @-1NSTALL 6-INCH go· DI ELBOW (FLGxFLG) @--INSTALL 6-INCH YELOMINE PVC, GERTA-LOK 90° ELLS @--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 45· ELLS @--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK FLANGE ADAPTER @--INSTALL 6-INCH TAPPED FLANGE WITH 6-INCH 316 SST CAMLOCK @-INSTALL 6-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @--INSTALL 4-INCH ECCENTRIC PLUG VALVE DEZURIK: PEC, F1, Cl, NBR, CR WITH STAINLESS STEEL PLUG, 3 COATS INTERNAL EPOXY OR MILLIKEN: FIG601,N,l,S 3 COATS INTERNAL EPOXY, CAST IRON BODY, NICKEL SEAT, ROUND PORT, BUNA PLUG FACING STAINLESS STEEL PLUG W/ REMOVAL HANDLE. @-INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONC. WALL PENETRATION. @--INSTALL 316 SST ADJUSTABLE PIPE SUPPORT PER CNB ST0-522-L. @-PIPE SUPPORT, SEE DETAIL K ON DRAWING M-1. @--EQUIPMENT BASE, SEE DETAIL C ON DRAWING M-1. @--INSTALL 8' DIA PRECAST COMCRETE MANHOLE W/ H-20 TRAFFIC LOADED COVER COATED WITH 80 MILS EPOXY. SEE DETAIL A ON DRAWING M-1. ®--PIPE SUPPORT, SEE DETAIL L ON DRAWING M-1. I I / ; I I (FLG) FITTING AND INSULATING BUSHING & CAMLOCK CAP. @--INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED, -__ j I ' / I , • I /'~-/ / / I ' ,1 fY I / I USE CLASS 53 DI (FLGxFLG) FOR EXPOSED SERVICE. @-INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED, USE YELOMINE PVC, SDR 17 FOR BURIED SERVICE, @-INSTALL 8-INCH YELOMINE PVC TEE (MJxMJxMJ) @--1NSTALL 8"x6" DI REDUCER (FLGxFLG). // ~ @--2-1" PVC BLEEDER LINES SCH 80 PIPE AND FITTINGS W/ THREADED JOINTS, @--INSTALL 8-INCH PIPE SPOOL, LENGTH AS REQUIRED, -ti ' CD I ' .. ' .. USE PVC SCHE 80 @-INSTALL 8-INCH 90° PVC SCHE 80 ELBOW ~ INSTALL VICTAULIC COUPLING. @---INSTALL FLANGE COUPLING ADAPTER. @--INSTALL LONG BODY TRANSITION COUPLING W/ SS TRIM EPOXY COATED. @--INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 45· SWEEP BEND @-INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 90° SWEEP BEND @-INSTALL 6-INCH YELOMINE PVC, CERTA-LOK TAPPED COUPLING @-INSTALL 6-INCH YELOMINE PVC, CERTA-LOK 22.5° ELLS @-INSTALL 6-INCH SWING CHECK VALVE, KENNEDY #106 LS FLANGE TO FLANGE STANDARD COATING. ' c·----~--·----' "' ' :; -' ~ ---'---~-,.-. --, 4" SLEEVE FOR SUMP PUMP EEDER LINES ', * ;---'-'--L~-------~ -,-~ :.-. . 4" SLEEVE PIPE 1'' AIR BLEEDER PUMP 1 SCH 80 ("!>--\---1 1 /2" SUMP PUMP SCHE 80 HIGH WATER ALARM : · EL -4.86 PUMP 2 ON EL -5.00 PUMP 1 ON EL -5.50 PUMP 1 & 2 OFF EL -7.00 FS 6'-0" DIA t 3'-o" 1'-6" 1" AIR BLEEDER PUMP 1 SCH 80 ULTRASONIC TRANSDUCER SEE DETAIL E ON DRAWING E-17 FLOAT SWITCH SEE DETAIL F ON DRAWING E-17 I ' ' 0 I N AGGREGATE BASE 6" MIN 4' -0" SECTION 2 SCALE: 3/8"=1'-0" M10 ' '\1 a., 2-1'' AIR 1". BLEEDER ,, " \• 1 1/2" SUMP PUMP SCHE 80 :\ \ \ \ \ \\ r ---. I, \_ ' . \'-c, 6"x4" REDUCER 62ND ST PUMP NO. 2 P-1002 6"x4" I~ REDUCER 153 : 151 ii 1.21 ± ----------, EL -8.0 i r '] ~,"I °',,-·-·-"'cc·;;-~-==c.,-a¼;:,1<..6~.,,,: ~-63: 90' ELBOW (FLGxFLG) 1/,,, 1/,, ,,< RECORD DRAWING This Record Drawing has been prepared based on infonnation provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result Signed: _______ Date; __ _ AGGREGATE BASE DATE BY EL -7.75 EL -9.25 6" DI FLANGE AND FLARED go· ELBOW DESCRIPTION RE\ISIDNS SECTION SCALE: 3/8"=1'-0" APPROVED PRINCIPAL CIVIL ENGINEER RC,L NO, 46214 DATE APP'D, DESIGNED DRAWN DY CS CHECKED ., ---------1 RECORD DRAWING M-10 C-3585 MARINERS, CHINA COVE AND 62ND STREET WASTEWATER PUMP STATION REHABILITATION 62ND ST. PUMP STATION PLAN AND SECTIONS S-5201-S DATE MR AUG 2005 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 18 OF 35 ' \. • MB &A I ----0 0---- _ ___,I l>------ 1 I --./1-- H _r:; -A 5Q ----{I]}---- C LF 600/5 fy ~ T / ../\/VV'---- I I I)225AF 100AT I 3P SYMBOLS D F-S CR I F.:iTI C) f\.J NORMALLY OPEN PUSHBUTTON -MOMENTARY TYPE LOCK-OUT STOP (MAINTAINED CONTACT TYPE) NORMALLY OPEN INTERLOCK NORMALLY CLOSED INTERLOCK HAND-OFF-AUTO SWITCH INDICATING LIGHT: R=RED, G=GREEN, A=AMBER W=WHITE CONDUCTORS -CONNECTED CONDUCTORS -NOT CONNECTED TEMPERATURE SWITCH NORMALLY CLOSED FUSE (CLF INDICATES CURRENT LIMITING FUSE) CURRENT TRANSFORMER (3 INDICATES NUMBER OF CT'S) 600/5 INDICATES XFMR RATIO TRANSFORMER INCOMING LINE MOTOR SPACE HEATER LIGHTING PANEL THERMAL MAGNETIC BREAKER, 255 INDICATES FRAME SIZE, 100 INDICATES TRIP SIZE, 3P INDICATES NO: OF POLES. ~ NO. OF FIXTURES ~--FIXTURE TYPE S A FIXTURE IDENTIFICATION ~ NUMBER OF LAMPS/LAMP WATTAGE 00 D [Z] MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 MOTOR (NUMBER INDICATES HORSEPOWER) LIGHTING FIXTURE (TYPE AND MOUNTING AS NOTED) GROUND WELL TOGGLE SWITCH 1 POLE, 20A, 120V, SUBSCRIPT INDICATES OUTLET CONTROLLED MANUAL DISCONNECT SWITCH, NON-FUSED ABBREVIATIONS NOTC ~ NCTO ----o-y-;; ® ~ uESCRIPTIOi''s) NORMALLY OPEN CONTACT TIMED TO CLOSE ON ENERGIZATION NORMALLY CLOSED CONTACT TIMED TO OPEN ON ENERGIZATION TEMPERATURE SWITCH THERMAL OVERLOAD RELAY ELAPSED TIME METER MOTOR STARTER CONTACTOR, NUMBER IDENTIFIES CONT ACTOR 8 ALARM RELAY, NUMBER IDENTIFIES RELAY @ CONTROL RELAY, NUMBER IDENTIFIES RELAY y:: F II l ti ( 1 o) I II fl "j. ti A-1,3 TIME DELAY RELAY, NUMBER IDENTIFIES RELAY PRESSURE TRANSDUCER DUPLEX CONVENIENCE RECEPTACLE, 2 POLE, 3 WIRE 120 VOLTS AC MTG HT +12", UON. (F-INDICATES FLOOR MOUNTED, H-HAZARDOUS AREA EXPLOSION PROOF, WP-OUTDOOR WEATHER PROOF) CONDUIT RUN, EXPOSED CONDUIT RUN, IN SLAB OR BELOW GRADE CONDUIT RUN, FULL STROKE DESIGNATES PHASE WIRE, HALF SROKE INDICATES NEUTRAL WIRE, CONDUCTORS TO BE #12 IN 3/ 4" CONDUIT, U.O.N. CONDUIT RUN, NUMBER ABOVE CROSSED LINES INDICATES WIRE SIZE OTHER THAN #12 CONDUIT HOME RUN TO PANEL "A" CIRCUITS 1 & 3 (COMMON NEUTRAL) A AC AF AFF AIC AR AT AUTO AWG BC BKR C CB CKT CMU co COMPT CONC CPT CR CT cu DC DET DIAG (E) E, EMER EL ENCL EQUIP ETM FDR FLEX FUT G GALV GFCI GND AMPERES, AMMETER H/A ALTERNATING CURRENT HOA AMPERE FRAME HP ABOVE FINISHED FLOOR HPS AMPERES INTERRUPTING CAPACITY HT ALARM RELAY HTR AMPERE TRIP HY AUTOMATIC HZ AMERICAN WIRE GAUGE JB BARE COPPER CONDUCTOR BREAKER KVA KVAR CONDUIT KW CIRCUIT BREAKER KWH CIRCUIT CONCRETE MASONARY UNIT L CONDUIT ONLY LE COMPARTMENT LO CONCRETE CONTROL POWER TRANSFORMER LOS CONTROL RELAY LPA CURRENT TRANSFORMER LSH COPPER LTG LV DIRECT CURRENT M DETAIL MAX DIAGRAM MCC MCM EXISTING MIN EMERGENCY MR ELEVATION MSC ENCLOSURE/ENCLOSED EQUIPMENT MT□ ELAPSE TIME METER MTG. HT. MTS FEEDER FLEXIBLE (N) FUTURE N N/A GREEN GROUND CONDUCTOR, GENERATOR NC GALVANIZED NCTO GROUND FAULT CURRENT INTERRUPTER GROUND NEC NIC NO NOTC NTS HAND/AUTO DC ON CENTER HAND/OFF /AUTO OL'S OVERLOADS HORSE POWER HIGH PRESSURE SODIUM p POLE, PHASE HEIGHT PB PULL BOX, PUSH BUTTON HEATER PROVIDE FURNISH, INSTALL & CONNECT HIGH VOLTAGE (GENERALLY ABOVE 600V) PT POTENTIAL TRANSFORMER, HERTZ (CYCLES PER SECOND) PT POTENTIAL TRANSDUCER PS PRESSURE SWITCH, PUMP STATION JUNCTION BOX PVC POLYVINYL CHLORIDE REQD REQUIRED KILO VOLT-AMPERES RECPT RECEPTACLE KILO VOLT-AMPERES, REACTIVE KILOWATTS RGS RIGID GALVANIZED STEEL CONDUIT KILOWATT HOUR RMS ROOT MEAN SQUARE LOAD SCE SOUTHERN CALIFORNIA EDISON LEVEL ELEMENT SCH SCHEDULE SEC SECONDARY, SECONDS LUGS ONLY SEL SELECTOR LOCK-OUT STOP SH SHIELDED LIGHTING PANEL, 'A' INDICATES PANEL DESIGNATION SPEC SPECIFICATIONS LEVEL SWITCH HIGH S/S STAINLESS STEEL LIGHTING SW SWITCH LOW VOLTAGE (GENERALLY BELOW 600V) SYM. SYMMETRICAL MOTOR MAXIMUM Tl TRANSFORMER N0.1 MOTOR CONTROL CENTER TOR TIME DELAY RELAY TEL TELEPHONE, TELEMETRY THOUSAND CIRCULAR MILLS TRANSF. TRANSFORMER MINIMUM TS TEMPERATURE SWITCH MOTOR CONTACTOR RELAY TYP TYPICAL MANUFACTURER SUPPLIED CABLE, MAIN SERVICE CENTER MOUNTED UG UNDERGROUND MOUNTING HEIGHT UON UNLESS OTHERWISE NOTED MANUAL TRANSFER SWITCH VA VOLT-AMPS NEW NORMAL W/ WITH NOT APPLICABLE WM WATTMETER NORMALLY CLOSED W/0 WITHOUT NORMALLY CLOSED, WP WEATHERPROOF TIMED TO OPEN ON ENERGIZING NATIONAL ELECTRICAL CODE ZS POSITION SWITCH NOT IN CONTRACT NORMALLY OPEN NORMALLY OPEN, TIMED TO CLOSE ON ENERGIZING NOT TO SCALE GENERAL NOTES ,/ --<G-- ~ @ Q)--- FLEXIBLE CONDUIT CONNECTION CONDUIT BENDS AWAY FROM OBSERVER CONDUIT BENDS TOWARD OBSERVER CONDUIT RUN -CHANGE IN ELEVATION GROUND WIRE, SIZE AS NOTED PUSHBUTTON STATION, SUBSCRIPT INDICATES FUNCTION "S/S"=START-STOP, "S/LOS"=START/ LOCK-OUT STOP, "J"=JOG, ''T/LOS"=TEST/LOCK- OUT STOP KILOWATT HOUR METER WITH DEMAND REGISTER EMERGENCY GENERATOR RECEPTACLE JUNCTION BOX OR CONDUIT FITTING RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date; __ _ 1. ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH NATIONAL ELECTRICAL CODE, 1999 EDITION AND LOCAL RULES AND REGULATIONS OF GOVERNING AUTHORITIES. 2. ALL MATERIALS SHALL BE NEW AND SHALL BE AS SPECIFIED. ALL MATERIALS SHALL BE UL LISTED FOR THE INTENDED USE. 3. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER LOCATION FOR CONDUITS, ETC., ELECTRICAL PLANS ARE DIAGRAMMATIC AND ACTUAL FIELD CONDITIONS WILL GOVERN. VERIFY ALL DIMENSIONS PRIOR TO ROUGHIN. 4. ALL UNDERGROUND CONDUITS SHALL BE PVC SCH 40, EXCEPT THAT THE RISERS AND ELBOWS SHALL BE RIGID GALVANIZED STEEL. 5. ALL WIRING SHALL BE COPPER, SIZES AS NOTED. Engineering Planning Surveying Construction Services 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 DATE BY DESCRIPTION REVISIONS 6. CONTRACTOR SHALL VISIT THE SITE, DETERMINE ALL WORK TO BE DONE AND FIELD CONDITIONS AFFECTING THE WORK AND THE COST THEREOF AND INCLUDE THEM IN HIS BID. 7. CONTRACTOR SHALL PERFORM WORK IN AN ACCEPTABLE MANNER, MAINTAINING GOOD HOUSEKEEPING DURING CONSTRUCTION AND CLEANUP AT THE END OF EACH DAY'S WORK. ALL TRENCHES SHALL BE KEPT BARRICADED, OR COVERED AT ALL TIMES. 8. TEST ALL PARTS, CONNECTIONS AND COORDINATE WITH EQUIPMENT MANUFACTURER AND DEMONSTRATE TO OWNER THAT THE EQUIPMENT OPERATES PROPERLY. 9. UPON COMPLETION OF WORK, THOROUGHLY CLEAN ALL EXPOSED PARTS OF ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL, LABELS, GREASE, OIL, ETC .. ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH EQUIPMENT. RECORD DRAWING E-1 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CML ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DA TE MB AUG 2005 SYMBOLS, ABBREVIATIONS, AND NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 190F 35 ,._ -- • MB &A 3/4"0 X 10'-0" GROUND ROD, SEE □ET. B/E-17------ #4/0 BC>-------- rn 1" f'VC N CMU ENCLOSURE --- (N) MOTOR CONTROL PANEL WITH SERVICE METER 4 --- 102A 106 105 104 103 1028 1018 SEE CONDUIT STUB-UP DETAIL AT RIGHT --~-++--+-' 113 ,__ ____ _, 112 ,__ ____ _, 111 1-------' 110 1-------~ TRANSITION AREA FOR CONDUIT ROUTING 8 --~ i I I I ' \ / MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 (E) SERVICE ENTRANCE AND METER PANEL 2 ,.__;__ __ _ PORTABLE EMERGENCY GENERATOR CONNECTION RECEPTACLE -----1107 ---'100 ----; /,::=- '/;:-1/;=_:_ '/::= - 'j~- // . T. / 0 ,--C-/ 103 _ ___, 106 __ _,101A '---1102A 1018 1028 ; ;. ' TO DRY.:._WELL VAULT, SEE DWG. E-5 0 . -;: "; ' :•, " ' --------'--~· (E) TELEPHONE<$> --\ . PULL BOX '----(E) ELECTRIC SERVICE PULL BOX ~___, 113 Ji@ '-----l 112 '-----l 111 '------/ 110 '-----./7 MARINERS PUMP STATION SITE PLAN SCALE: 1 /2" = 1 '-0" I \ i. f-' J::?,V .1,-Ti '-{\ Tl OJ-I $ • (:<·Gctd 1:--'"iol<::S fCtz. LI IJ/<, St',' () I / / --(E) WATER METER PULL BOX 1-.S-l's?fr\o~ <'.V ~-(E) STREET LIG++T+NB-- PULL BOX RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date:. __ _ BACK PANEL LAY-OUT 1 BRISJOL BABCOCK CWLP 2 CONTROL RELAYS 3 CONTROL TRANSFORMER 4 CONTROL POWER & 24 voe POWER SUPPLY FUSES AND NEUTRAL BLOCK 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS 8 MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CIJ 10 24 voe 2.4A POWER SUPPLY 11 POWER/PHASE MONITOR RELAY 12 INTRINSIC RELAYS 1 3 FVN R STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS 16 CONTROL TRANS10RMER AND POWER/ PHASE MONITOR RELAY FUSES ...,.,.r'1''7'1'~'1';""'Z"~-'l';:,,r'I' ..:..:. ........................ ...J._...:;..:., I============= 5 -15 113 ~ II DIST. II PANEL II II II II II II 5 !NA 11 xFORMER II 9 .. -------~ /,,.l~lf. 5AfC '-------+-1-- ~J II II II II CONDUIT SEAL APPLETON - 0 100 AMP METER SOCKET AND MAIN DISC. □ 100A DOUBLE THROW XFER SW. . 107 ,, ' -- ' ' i APPLE10N ACR 1 033 / AJA 100 GEN SE1 RECEPTACLE LOUVER W/REMOVEABLE WASHABLE FILTER ------.. i\t' € :wi. }-----_/ (l~f·: 'H:1. l-----------' OR EQUAL (TYP.) 100 ' ' , ! ·-.. 10~ .__,,.___.,, 10, ,,.,...---n ,_______,,<::~.., l o4-' • ' j --.c_~ '--._..,;' I ~---~---------,--' / "--------\(; 11 l, I "/1f4-j,) 7~· ~~~~~'.~~?/ -······--101Al---------V '1-----a 1~ 6i 1018}--------+-f-+-~ ( '0" 11 1 (}281--------1--1--1--f ~-- / -/10117 ·T\3-~}-------+-+-+-r \.! ____ .,.. ~ TO DRY-WELL VAULT, SEE DWG. E-5 MOTOR CONTROL PANEL CONDUIT STUB-UP LOCATION DETAIL 0 NO SCALE NOTES: 0 0 0 0 INTERCEPT EXISTING UNDERGROUND ELECTRICAL SERVICE ENTRANCE CABLES FROM THE POWER COMPANY AND EXTEND NEW CONDUIT AND SERVICE CABLE TO THE NEW MOTOR CONTROL/ SERVICE PANEL. COORDINATE WITH POWER COMPANY AND OWNER REGARDING POWER OUTAGE AND WORK SCHEDULE. REMOVE EXISTING SERVICE ENTRANCE, METERING PANEL, AND TELEMETRY EQUIPMENT. TO TELEPHONE CO. POINT OF SERVICE. CUSTOM MCP WITH TELEMETRY SHALL BE BY ESSCO TEL. NO. (323) 261-2181, NO SUBSTITUTION. CONTRACTOR SHALL USE SERVICES OF U/G SERVICE ALERT BEFORE EXCAVATION OF U/G TRENCH. CONDUIT ROUTE SHOWN IS SCHEMATIC AND VARIES BASED ON EXISTING CONDITION. ACTUAL CONDUIT ROUTE TO BE DETERMINED BY THE CONTRACTOR. FOR ACTUAL CONDUIT STUB-UP LOCATION INSIDE MCP, SEE CONDUIT STUB-UP DETAIL, THIS DWG. CONTRACTOR SHALL COORDINATE WITH MCP BUILDER PRIOR TO STUB-UP OF CONDUITS DURING CONSTRUCTION. ALL CONDUITS SHALL BE INSTALLED PER MCP BUILDER EQUIPMENT LAYOUT. 0 CONTRACTOR SHALL PROVIDE WINDOW OPENING AT CMU ENCLOSURE DOOR FOR METER READING. COORDINATE WITH MCP BUILDER FOR E.XACT LOCATION OF WINDOW. CONTRACTOR SHALL STUB UP CONDUITS WI I HIN MOTOR CONTROL PANEL (MCP) SO AS TO AVOID CRISS CROSSING CABLE WITHIN MCP. UTILIZE TRANSITIONAL SPACE FOR CONDUIT ROUTING TO EXTERIOR LOCATIONS. RECORD DRAWING E-2 C-3585 PBS' APPROVED 1---+--+------------+--t~----ipoi;R™IN"C!PPA'L CIVll FNGINEER R.C.E. NO. 46214 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION Engineering ' Planning Surveying Construction Services 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 DATE BY DESCRIPTION REVISIONS DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB ALIG 7005 MARINERS -ELECTRICAL SITE PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 2Q OF 35 , --------- • • • • MB &A : ~-~ ,-----7: I I I I 1 KWH ) 1iA ) 1iA ) 30A £:,. : TELEMETRY : 1 I 1 1 1 • 2P 1 DA (2) I I I I N ~ 5KVA L _____ _j I , ) 1 DOA L 1 1 ' ;,,-, , 240V-120V 'y' CPT • -----7 , I 3P /-:;.-:::___ ___ __J 1 #8 GND =w ~,r~ 0.5KVA I I I I I~---~ E .,.,,, 1 OOA, 3P ~r--, ,--, 240V-120V I MOTOR I I DOUBLE THROW ) 40A -<~~ CONTROL I : GND TRANSFER 2P 1 OA 1/ 1 I : L ~ld_? SWITCH LPA -<-E!Dl7~ ! I --- --------- - ------------------ --1-- - - - --------------------------------- - L -----__:_j /b ,..----..., - r1nn' / r1n7" r1n111.\ r1n011' IH,-.:::'- 12D/240V, 3PH, 4W FROM EXIST. SERVICE POINT _J _J ::::, o_ 0 z ::::, 0 O'.' (.'.) z O'.' 0 wf- Du LW ::::, (f) O'.' w :,{'. <( (.'.) wz O'.' - [I) e'i f-t:;:; :::, 2 u O'.' w -u u (f) Zo <tz 2<( 0 f- u [I) 0 oz "-._ ::::, tj-0 -QC -(.'.) z >-0 Uf- zU wW (.'.) z O'.' z wO 2 u (/) w w O'.' _J WO 0 _J f-<( m <t f-<t 0:: (l_ 1-W W 0cz u 0 L.1! I.LI o_ ('.) O'.' 5 O'.' 0 f-0 2 o_ :.:,:_ ::::, 0 o_ 0 <D----<~ 1 0 1 B • (f) '3 5 (Y 0 f-0 2N 0 o_ 0 :::e-::::, I o_ o_ Q}----<,.J O 2 B • (f) '3 (1o4) 105 106 ' ('.) z f-::r: :er: ('.) o_ _J _J NOTE: ALL PUMP STATIONS NAMEPLATE __ l __ P~A ___ BLDG -LOC -MTG ___ -___ MAIN _4~0_A~.2_P_C=B=·--- 8US~MPS -~10~0~A ___ VOLTS~12=0=/=24~0~VO=L~TS~_ FEEDER __ 3~#~8_____ AT "-._,_ WATTAGE OUTLETS 20A, 1P, U.0.N. OUTLETS WATTAGE DESCRIPT-i.Qt:_ A B LTGRECMISC 10,000AIC LTGRECMISC A B,__,.~·· DESCRIPTION t-L-1~-H-T-IN_G _ _F-IX_T_U_R E-S-~'"-sc:--..::-t---....J-{)-0--t_ -__ -__ -_ --t--2--t-----t----t---:1-r~---,------r-:2:--t---t---t--1--t-5-00-.,....--t-· ,,,.---:;;;;=• ,_c__t--EX_H_A_US-T-FA-N---:-, E-F---=,,--- RECEPTACLE (*) ....__"-180 1 3 4 -""-300 CONTROL SUMP PUMP RECEPTACLE •' 900 ~ 1 5 6 __, ,.,-.. SPARE MCP RECEPTACLE 180 ....._N 7 8 _.,,,,,,,... SPACI:: SPACE ' 1 7 18 CONNECTED LOAD 1000 360 2440 300 SPACE SPACE SPACE CONNECTED LOAD FUTURE LOAD 2560 -r---.._ FUTURE LOAD 0 A LOAD 2500 ~--0 A LOAD 0 B LOAD 2500 -....__0_ B LOAD t-------------j-----jt------jt-----j----j----j--------+---+---+---+-------------t----t----~---------j TOT AL LOAD 5000 TOT AL LOAD t------------------'--------~ ---------t---t---t---t----~--~--------------1 ____ 3 ____ KW +LCL ___ 2 ____ KW= __ 5 __ KW AT 240 VOLTS 1 r/J = __ 2_0._8 __ AMPS (*) PROVIDE GFCI ' f\--I j I / ' ; I ~ r I J I ' ' i I I ) CONDUIT WIRES SINGLE LINE DIAGRAM NO SCALE ITEM NO. 1 2 3 4 5 6 NO. (101A '· .- ' 101 B ~ 7 I( 102A '· " ''-,, SIZE QTY. 3" PULL ROPE 1 ,, 3/1 2 3/1 FROM VIA TO REMARKS SIZE EXIST. SERVICE UG MOTOR CONTROL PANEL 'MCP' CONDUIT ONLY -CABLE BY SCE H10/1112 MOTOR CONTROL PANEL 'Mer' UG EXIST. PUMP MOTOR 'P-1001' POWER + 11112 GND. #12 MOTOR CONTROL PANEL 'MCP' UG LOS CONTROL #10/#12 MOTOR CONTROL PANEL 'MCP' UG PUMP MOTOR 'P-1002' POWER+ 1#12 GND. MOTOR CONTROL PANEL 'MCP' UG LOS CONTROL 9 1 02 B ' . 1 " 2 # 12 i-------f',;;:----t-----i-----r~---t-------------i--------i-------~--·--------+---- FIXTURE SCHEDULE t---------------------------~----~--~---~-----~---~--------~---------1 TYPE DESCRIPTION WALL MOUNTED INCANDESCENT FIXTURE FACTORY SEALED, GASKET SEAL, CORROSION RESISTANT, GLASS, HEAT AND IMPACT RESISTANT. EXPLOSION PROOF, DUST-IGNITION PROOF, WET LOCATIONS SUITABLE FOR CLASS 1, DIV. 1 & 2 GROUPS C,D LOCATIONS. MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA UNDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 MOUNTING VOLTS WALL 120 NO. OF LAMPS 1 LAMP TYPE INCANDESCENT TOTAL WATTS 100 MANUFACTURER AND CATALOG NUMBER CROUSE-HINDS # EVBX240 REMARKS MOUNT WITH STAINLESS STEEL HARDWARE ADD: CLASS I DIV 1 SWITCH RECORD DRAWING 1bis Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accnracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ - 10 --:;.:-~ 11 (103 ' 14 15 '105) 16 ----.._ 17 ,, 106 ' 18 19 (' 107""-- 20 21 22 -~•c-- 23 ( 110 \ -----·------ 24 '-,~_. ~ . 17 ( 111 \ --18 -. - 19 ' ' 112 20 ......_ ____ .,,. ---_;.----... 21 ( 113 22 ------ 23 114 24 [ngineering Planning Surveying ,• Construction Services 1 " 2/1 1 " 2/1 4/1 2/1 2" 3/1 2" PULL ROPE 1 " MSC 1 " 2 1 " 2 ' 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 /112/#12 LIGHTING PANEL 'LPA' #12/ # 12 LIGHTING PANEL 'LPA' #12/#12 LIGHTING PANEL 'LPA' #12/#12 LIGHTING PANEL 'LPA' #2/#6 DOUBLE THROW TRANSFER SWITCH EXIST. TELEPHONE PULL BOX MOTOR CONTROL PANEL 'MCP' #12 MOTOR CONTROL PANEL 'MCP' #12 MOTOR CONTROL PANEL 'MCP' Mc ,.: / I ,l T.;_I JJ.; /!'-t, r • , ;-: DATE BY DESCRIPTION REVISIONS UG RECEPT. FOR SUMP PUMP 'SP-1' POWER+ 1 #12 GND. (LPA-5) UG EXIST. EXHAUST FAN POWER + 1H12 GND. (LPA-2) UG LIGHTING POWER+ 1#12 GND. (LPA-1) UG J-BOX SPARE EMER. GENERATOR RECEPTACLE POWER+ NEUTRAL+ GROUND UG MOTOR CONTROL PANEL CONDUIT ONLY -·-·-------------· ---.. UG LE-01 UG LSH-01 UG LSH-02 ( Ir-, D/2.'I \\/{_1,L. APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 -·-,,,_ - MANUFACTURER SUPPLIED CABLES CONTROL CONTROL S..?,;...~~~ RECORD DRAWING E-3 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION MARINERS -SINGLE LINE & FIXTURE SCHEDULE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 21 OF 35 '• • .. .• EXHAUST FAN (TO REMAIN)-----~ ELECTRIC MITER PANEL (ABOVE GRADE) (TO BE REMOVED) -----~--~ ~--------PUMP MOTOR (TO REMAIN) ' ,---------EXIST. LIGHT FIXTURE (TO BE REMOVED) ELECTRICAL PANELS,. ' i' (TO BE REMOVED)--~ '---'-POWER PULLBOX (TO REMAIN) ~--TEL. PULLBOX (TO REMAIN) ' NOTES: MARINERS PUMP STATION 0 DEMOLITION PLAN SCALE: 1 /2" = 1 '-0" 0 REMOVE ALL ELECTRICAL INSTALLATION INSIDE THE PUMP STATION EXCEPT FOR THE EXISTING EXHAUST FAN (TO INCLUDE STARTER & CONTROL), WHICH SHALL BE RETAINED AND REUSED. COORDINATE WITH THE POWER (SCE), CITY OF NEWPORT BEACH REPRESENTATIVE, AND OTHER TRADES BEFORE DISCONNECTING POWER, REMOVAL OF ALL ELECTRICAL EQUIPMENT, TELEMETRY, CONDUIT/WIRING AND SUPPORTS. PATCH ALL HOLES AND REPAINT WALLS IN ALL AFFECTED AREAS. ----------------, MB &A MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2()()(] 127-55-150 PHOTO 0 NO SCALE PHOTO © NO SCALE RECORD DRAWING This Record Drawing has been prepared based on infonnation provided by others. PBS&J bas not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ PB5.f Engineering ., Planning Surveying Construction Services 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 DATE BY DESCRIPTION REVISIONS PHOTO ® NO SCALE PHOTO ® NO SCALE • ?'-''.,.·· (P·Y-'. -·f; ". , .-., .:. _. ~:<<:' .,f ;,~~i~·f J;,:i:H;,.··. PHOTO © NO SCALE APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 RECORD DRAWING E-4 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION MARINERS -ELECTRICAL DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 22 OF 35 • . - : EXIST. EXHAUST FAN SUMP PUMP 0 ON/OFF SWITCH 8 'EF-1' ---------~ ~--~SUMP PUMP RECEP IACLE OUTLET 0 LSH 02 ON/OFF SWITCH (TYP.) 4 >------~ I ------· M • . . . . . 104 >-----• LPA-1-CJ -• ' I LPA~j.7 - 103 >----~ LPA-j-6 ••• 103 )----~ -,- 104 >----~ 105 >-----~ ··-1·' • -· ··-,-• 105 >----- 11 >---, /. !lB' (TYP) •· •·· --•• _,., I 106 )----~ ; (N) P-1001 r .. TO MAIN CONTROL PANEL 'MCP', ------~~1 SEE DWG. E-2-~ • CAP SPA~. MB &A CONDUIT • (E) TELEPHONE / •• PULL BOX~ (E) WATER METER / PULL BOX-------~ ~L't'(t\O µ'/_: (E) s:fREET LIGFR=INB / PULL BOX--------~ MARINERS PUMP STATION NEW PLAN -POWER AND LIGHTING SCALE: 1 /2" = 1 '-0" NOTES: 0 0 0 0 SAWCUT EXISTING SIDEWALK (TO NEAREST JOINT) TO PERMIT INSTALLATION OF CONDUIT. CONCRETE ENCASED CONDUITS, BACKFILL AND COMPACT TO 95%, PATCH AND REPAIR SURFACE TO MATCH EXISTING CONDITION. NOT USED NOT USED ELECTRICAL INSTALLATION INSIDE THE DRY WELL VAULT SHALL BE RATED AND SUITABLE FOR CLASS 1 DIVISION 1 LOCATION. ALL CONDUIT FITTINGS, SWITCHES, RECEPTACLE OUTLET. MOTOR LOS, ETC. SHALL BE APPLETON, NO EXCEPTION. WALL SWITCH -APPLETON #EDSC175-F1 WALL OUTLET -APPLETON #EFSR-2023M LOS -APPLETON #EDS2184 (SECURING ROD FEATURE) MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970·2000 127-55-150 (N)SUMP PUMP 'SP-1 ~ WITH INTEGRAL LSH "3/ 0 TO MAIN CONTROL PANEL, SEE DWG. E-2 1 1 EXIST. EXHAUST -----' --·--------. FAN 'EF-1' -------'----- 101A >---- 102Af--- 101B>---- 102B >---- ~ ----- ---113 ---....__ 112 ........ -1 • M (N) P-1001 I c'7'.l. • P 1001 LOS 0 . 6 P 1002-LOS . .. • 1,.,~, . . . ----.. ---- . ---·--- ---- ~-SUMP PUMP 'SP-1' WITH INTEGRAL LSH 0 " (E) P-1002 ~----<4 5 (E) TELCPHONE /. ·--···----- 111 110 ALL CONDUITS AND SUPPORT SHALL BE PVC COATED RGS. MOUNT 'LOS' AGAINST WALL. PROVIDE LABEL TO IDENTIFY 'Los' FOR EACH PUMP MOTOR. ROUTE CONDUITS PENETRATING THE DRY WELL VAULT FROM THE WET WELL MIN. OF 1 '-0" AWAY FROM VAULT CEILING. INSTALL CONDUIT SEAL (EYS OR EQUAL) AS SHOWN. DRY WELL FLOOD FLOAT SHALL BE MADISON MODEL # M5600 (VERTICAL LIQUID LEVEL) NO EXCEPTION. SUMP PUMP WITH INTEGRAL LEVEL FLOAT SWITCH SHALL BE ZOELLER MODEL #M-53 NO EXCEPTION. PULL BOX (E) WATER METER PULL BOX f ~[o.-; et\tJ>-.)~- ~-(E) ST-REET LIGHTING ' PULL BOX q§> MCP BUILDER PROVIDED EQUIPMENT (i.e. WET WELL LSH AND LIT /LE). RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a resull. PBSJ <D> INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONCRETE WALL PENETRATION. Signed: ______ Date: __ _ Engineering Planning Surveying Construction Services 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fox: 949/440-8183 MARINERS PUMP STATION NEW PLAN -MECHANICAL POWER, SIGNAL AND CONTROL DATE BY SCALE: 1 /2" = 1 '-0" APPROVED PRINCIPAL CIVIL ENGINffR R.C.E. NO. 46214 DATE DESCRIPTION APP'D. DESIGNED DRAWN TN TN REVISIONS CHECKED DA TE MB AUG 2005 10 LSH 01 10 LE 01 RECORD DRAWING 5 E-5 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION MARINERS -ELECTRICAL NEW PLAN CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 230F 35 • • -- • -· MB &A MARK BALAN & ASSOCIATES CONSULTING ENG!NEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 SEE DWG. [ -9 6 >--~ WET WELl.•· SEE DWG.i, E--9 l 2 TRANSITION AREA FOR l.tJ ~ 0 (J CONDUIT ROUTING 11 '>--~ PORT ~8 LE_ c;_Ei:Jf':R_P,TOR REC~CLLQUILET--~ SEE CONDUIT STUB-UP DETAIL BELOW, THIS DWG. ·--- /----- // . . .. I:_,':-·_~-------------\'::~' ' ' .. , rA _,, ·'' ; .1 ,-1 . " • ' • , ' ,. 1' _,1 ' • I ,-' ,------~ '.(N) POWER PULLBOX (17"x3D"x15" CONC. COVEJit, '•, ______.. -..__...,,.-~--.............______-------FERNLEAF AVENUE CHINA COVE PUMP STATION SITE PLAN SCALE: 1 /8" = 1 '-0" D I CD ' ' ,L'."'7 BACK PANEL LAY-OUT ' ' I ' , i ' ' I ' ' I ' ' , , •. . ( • -; ·., • , ·1-. , -"·-· -~ •••••• (N) CMU ENCLOSURE (SEE ARCHITECTURAL PLAN) \____/9 (N) MOTOR CONTROL PANEL W/ TELEMETRY~ 1" CO. ' __ _JI 1-_,_ 1 =1 (ANTENNA) 9 ~ 2 CONDUIT FITTING 7 n 5 == 1 = 0 =l!J=l!J=l!J=l!J=l!J=□=l!J=l!J=O=l!J= W/ DRAIN-----_J OD D □~~ 8 8 =~ I ' ' [] 11 13 13 ~ , 12 ~ 0 0 , 0 0 , : : ':-: ITIIIIlill ---, [II]] 14 ' .. -.. , 15 - -- \ \ \ DIST. PANEL 5 K:,/A XFORMER 9 ' 100A DOUBLE THROW XFER SW. ( 206;--' I \_CONDUIT SEAL APPLETON OR EQUAL (TYP.) ~ ELEC DUCT BANK SECTION A NO SCALE D (212; I / ( 213 ~]__ ___ _,/ - (201 A;}------+-+4--' (201 B.,l-------+-+-1----'I , , , , , ,l, ' __, . TO PUMP STATION, SEE DWG. E-9 MOTOR CONTROL PANEL CONDUIT STUB-UP LOCATION DETAIL 0 NO SCALE RECORD DRAWING PBS~' L i .• '·-,, i i /, f \/ , I ---· ~ ,' -,_ --, ____ .,..-~----·. - - --------_____ -·-----.~--___ --~---------~------------w-,,,., ·-----.-·-··"-·· ·-- I = APPLETON ACR1033/AJA100 GEN SET RECEPTACLE REMOVE OLD METER, CABINET AND PIPING NOTES: 0 CONTRACTOR SHALL USE SERVICES OF U/G SERVICE ALERT BEFORE EXCAVATING U/G TRENCH. CONDUIT ROUTE SHOWN ON PLANS IS SCHEMATIC AND VARIES BASED ON EXISTING CONDITION. ACTUAL ROUTE TO BE DETERMINED BY CONTRACTOR. 0 DISCONNECT AND REMOVE EXISTING ELECTRICAL/TELEMETRY PANEL, SUPPORTS, CONDUIT, ETC. 0 PROVIDE AND INSTALL NEW SERVICE METER PEDESTAL, 1 ODA, 240V, 3¢, 3W, 42 kAIC WITH 100 MCB NEMA 3R (OUTDOOR) MYERS #MEUG16-M1 OD (NO EXCEPTION). PROVIDE NEW EQUIPMENT PAD AND BASE, AS REQUIRED. 0 EXTEND NEW CONDUIT AND CABLE FROM (N) SERVICE METER TO (N) MOTOR CONTROL PANEL WITH TELEMETRY. PEDESTAL 0 CUSTOM MCP WITH TELEMETRY & WIRELESS EQUIPMENT SHALL BE BY ESSCO TEL. NO. (323) 261-2181, NO SUBSTITUTION. MCP BUILDC:R SHALL INCLUDE ANTENNA AND ASSOCIATED WIRELESS DC:VICES IN THE MCC (TELEPHONE LINE WILL BE USED AS A BACK-UP COMMUNICATION LINE.) ~ FOR INSIDE DRY AND WEI WELL VAULT WIRING, V SEE DWG. E-9. 0 FOR ACTUAL CONDUIT STUB-UP LOCATION INSIDE MCP, SEE CONDUIT STUB-UP DETAIL, THIS DWG. CONTRACTOR SHALL COORDINATE WITH MCP BUILDER PRIOR TO STUB-UP OF CONDUITS DURING CONSTRUCTION. ALL CONDUITS SHALL BE INSTALLED PER MCP BUILDER EQUIPMENT LAYOUT. 0 NOT USED. 0 EXTEND CONDUIT ONLY WITH PULLROPE THRU CMU ROOF (PROVISION ANTENNA WIRING). COORDINATE WITH THE CITY OF NB FOR ACTUAL LOCATION AND PROVIDE CONDUIT SUPPORT AS REQUIRED. ~ LOCATE GROUND ROD INSIDE PANEL AS REQUIRED. CURRENT LOCATION SHOWN IS DIAGRAMMATIC. <0> CONTRACTOR SHALL STUBUP CONDUITS WITHIN MOTOR CONTROL PANEL (MCP) SO AS TO AVOID CRISS CROSSING CABLE WITHIN MCP. UTILIZE TRANSITIONAL SPACE FOR CONDUIT ROUTING TO EXTERIOR LOCATIONS. RECORD DRAWING E-6 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE CHINA COVE -ELECTRICAL SITE PLAN This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Engineering 'J Planning Surveying 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN CITY OF NEWPORT BEACH S-5201-S Signed: ______ Date: __ _ Construction Services REVISIONS CHECKED DATE MB AUG 2005 PUBLIC WORKS DEPARTMENT SHEET 24 □F 35 • • • • -- • MB &A I; I. '."i::'~ u T \[ Ii'/ -C '> \;;: C !-1/ 5 I_' :f: .f :t;:F l') : ----~~-.....---•.-.,,--.-~~-.,n,_-p,-Tc~-•d--•• --=- (N) SERVICE METER PEDESTAL 1 OOA, 240V, 3PH, 4W, 42 kAIC (N) 1 OOA, 240V, 3 PHASE, 4 WIRE, 42 kAIC MOTOR CONTROL PANEL 'MCP' ,-----------7 ,-----------:--------------------------------------------------7 I I I I ------------------------------------r _____ 7 I I I I .----~ , I I I I 1 00A, 3P : I I I DOUBLE THROW I ) 80A ) 80A ) 40A '' I TELEMETRY I TRANSFER I 3P 3P 2P § 1 1 1 1 : KWH )100A 3P SWITCH I 1 1 I 10A (2) I : : L ! 2 2 1#8 GND ~ ~~6¢-12ov i ~~~A ~=====~: I I -✓✓✓ 1 -rr, 240V-120V 1 1 1 E .-MOTOR N 1 I ) 40A -<~~ CONTROL I : GND 1 : GND I 2P I : )r------- --_-_-_-_J----e----1::--~~-:;-----~ : •.. - --- ------ --- --- ---r -- - - - - - --~-B--- --- - --~>-~ -- - -J I 0 f--(200)-- u mo oz '--.=> sj-0 -0:'.'. ~ C) m----(E) INCOMING CONDUIT 0 12D/240V, 3PH, 4W FROM EXIST. SERVICE POINT __J __J ::::, 0... D z ::::, 0 Ct'. C) z Ct'. 0 w-ot, Zw ::::, [/] I w 0 w '--. >--w m u [/] < (I] -C) D :S: ozo ...____ 0::::, < sj-f-- -O:'.'. W z >-0 Of--zU wW C) z Q:'.'.Z wo ::a, 0 C/1 w w O:'.'. __J WO 0 __J f--<C m ~ f--~ w 8:J Ct'. Z 0 ow w 0... C) O:'.'. -C) D (201A~>----<1> 15 O:'.'. w ""' <C w Ct'. (I] f--O:'.'. ::::, 0 0 f-- O:'.'. 0 u 2 ,-- D 0... 0 z ::a,~ <( :::, I 2 0... 0... .,._---<(201 B ( 2 02 />---<D ( 204 205 ::-- • [/] 0 __J SINGLE ~f--SUBMERSIBLE /13- ©15 TS ~ w __J ~ (I] [/] - f--[/] ~ O:'.'. w w 2 O:'.'. (I] ::::, ::::, f--<C [/] O:'.'. ~ O:'.'.w O:'.'. LL O:'.'. 00... oC/1 0 1--w 1--__J f--0 :::,, 0-0 2~ 2~ 2N o... I o... I D 0...0 2~ 2 __J 2 -:::, > :::, c5 ::::, I 0...0 0... [/] 0...0... LINE DIAGRAM NO SCALE CABLES (MSC) (/) 0 __J NAMEPLATE {~~~) s.::;___, BLDG BUS AMPS 100A VOLTS DESCRIPTION WATTAGE A B LIGHTING FIXTURES 100 RECEPTACLE((*)) 180 MCP RECEPTACLE 180 SUMP PUMP 500 -----· CONNECTED LOAD 280 680 FUTURE LOAD 0 A LOAD 0 B LOAD TOTAl_ LOAD - 120/'.'.240 VOLTS OUTLETS LTG REC MISC 1 1 1 LOC ___ -____ MTG ___ -__ _ MAIN 40A 2P CB. FEEDER __ 3~#8 ____ _ 20A, 1 P, U.O.N. 10,000 AIC 1 3 5 7 9 1 1 1 3 ' 2 4 6 8 10 12 14 OUTLETS LTG REC MISC 1 AT WATTAGE A B DESCRIPTION 500 EXHAUST FAN 'EF-1' 300 CONTROL SPARE .. ·-· --- 1 7 1 8 2740 500 300 CONNECTED LOAD 2260 FUTURE LOAD 2500 0 A LOAD 2500 0 B LOAD 5000 TOTAL LOAD 1 (/J = __ 20_.S __ AMPS ( : ~ 11 E'l< HA UST -PAN i ~---------~---' , __ ---/ / NOTE: CONDUIT WIRES TYPE DESCRIPTION WALL MOUNTED INCANDESCENT FIXTURE FACTORY SEALED, GASKET SEAL, CORROSION RESISTANT, GLASS, HEAT AND IMPACT RESISTANT. EXPLOSION PROOF, DUST-IGNITION PROOF, WET LOCATIONS SUITABLE FOR CLASS 1, DIV. 1 & 2 GROUPS C,D LOCATIONS. MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55 150 0 PROVIDE SLEEVE OR EXTEND INCOMING CONDUIT TO (N) SERVICE MITER PEDESTAL AS REQUIRED. FIXTURE SCHEDULE ITEM NO. 2 3 NO. SIZE 3" QTY. SIZE 3 #6 FROM VIA TO REMARKS EXIST. SERVICE UG MOTOR CONTROL PANEL 'MCP' POWER EXIST. SERVICE UG MOTOR CONTROL PANEL 'MCP' GROUND 4 , /201A 1" 3/1 #6/#8 MOTOR CONTROL PANEL 'MCP' UG PUMP MOTOR 'P-1001' POWER + 1#8 GND. tlrt.'-f wflA-. .. .. . -·--·l---'-----+----'L-'--f--"-=-"-"-t-="-="-'--=_..._."'=-_._.."-"==--'--=---+--='----f-'-''-""--"'-"--'-'~-'--'-"~-----+'-"...C'='-'.-'--'-11-"'--~'-'-----"~-1---"=--"--"-~ 5 1 " 2 #12 MOTOR CONTROL PANEL 'MCP' UG LOS CONTROL 7 8 , / 202 1 1 /2" MOTOR CONTROL PANEL 'MCP' UG PUMP MOTOR 'P-1002' fo W<::12.. CABLE BY MSC I II 1 I 1\ 11 -, \,JE,'l,\.. NOT USED 1 1 12 , V 204 1" 2/1 #12/#12 LIGHTING PANEL 'LPB' UG EXHAUST FAN 'EF-1'i:f S'!.1!.lf fi.<MP POWER + 1#12 GND. (LPB-2) bi?-'/ vJl L,l., 13 v~fA\tt' 1' Mc. P I)~'/ w~ l,L 14 c" 205 1" 4/1 #12/#12 LIGHTING PANEL 'LPB' UG RECEPT. & LIGHTING** POWER + 1#12 GND. (LPB-1 3.5) :t:,/t:•-1 ,,,e,U, ---------t---· MOUNTING VOLTS NO. OF LAMPS LAMP TYPE TOTAL WATTS MANUFACTURER AND CATALOG NUMBER REMARKS 15 V5PARtc I" MC.,P hR>i WELL 1---~~-"-n~~-t--~--1---. --· ...... ---···------+------t-~~~~~~------1---------------,,--1 16 , v 206 2" 3/1 #2/#6 DOUBLE THROW TRANSFER SWITCH -EMER. GENERATOR RECEPTACLE POWER + NEUTRAL + GROUND M.Cf WALL 120 1 INCANDESCENT 100 CROUSE -HINDS # EVBX240 MOUNT WITH STAINLESS STEEL HARDWARE RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be inCOIJlOrated herein as a result Signed: ______ Date: __ _ 17 #6 18 ,v 211 1 " MSC 19 20 ,.v 212 1 " 2 21 22 ,/213 1 " 2 23 24 .V 214 2" 25 MSC -MANUFACTURER SUPPLIED CABLE PBSf Engineering "J Planning Surveying Construction Services 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/560-8600 Fax: 949/440-8183 MOTOR CONTROL PANEL 'MCP' #12 MOTOR CONTROL PANEL 'MCP' #12 MOTOR CONTROL PANEL 'MCP' CONDUIT TELEPHONE DATE BY DESCRIPTION REv1S10NS UG LE-02 MANUFACTURER SUPPLIED CABLES w:irr • ectL UG LSH-02 CONTROL UG LSH-01 FL..oot;, CONTROL APPROVED PRINCIPAL CML ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 ** NOTE: SEPARATE CKTS FOR RECEPT & LIGHTING RECORD DRAWING E-7 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE -SINGLE LINE AND FIXTURE SCHEDULE -=----- CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 250F 35 • • .• .. • : • MB &A MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA. CA 92886 (714) 970-2000 127-55-150 NOTES: PUMP STATION 0 CHINA COVE PUMP STATION 0 PLAN SCALE: 1 / 4" = 1 '-0" 0 CONTRACTOR SHALL DISCONNECT AND REMOVE ELECTRICAL AND TELEMETRY PANEL INCLUDING CONDUITS, WIRING, AND SUPPORTS AS SHOWN. 0 CONTRACTOR SHALL REMOVE ALL ELECTRICAL INSTALLATION INSIDE THE PUMP STATION EXCEPT EXISTING EXHAUST FAN (EF-1) TO INCLUDE ITS CONTROL. 0 CONTRACTOR SHALL DISCONNECT AND REMOVE EXISTING SERVICE METER PEDESTAL (NOT SHOWN) LOCATED BETWEEN FERNLEAF AND WAY LANE TO INCLUDE CLEARING AREA FOR INSTALLATION OF NEW SERVICE METER PEDESTAL. CONTRACTOR SHALL RETURN OLD SERVICE PEDESTAL TO THE CITY OF NB. 0 CONTRACTOR SHALL REMOVE LTG. PULL BOX (NOTE THAT LTG PULL BOX IS USED TO SUPPLY POWER TO PUMP STATION. COORDINATE WITH THE CITY OF NB BEFORE DEENERGIZING AND REMOVAL OF PULL BOX. M COORDINATE WITH THE POWER COMPANY, CITY OF NEWPORT BEACH REP., AND OTHER ~ TRADES PRIOR TO DISCONNECTING POWER AND REMOVAL OF ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUIT, WIRING AND SUPPORTS. PHOTO 0 NO SCALE • -·-.-<~:6:'1:C=:::J:..°'·~' -,:r<;t;· ,;_~---:·. --- PHOTO© NO SCALE RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy ancL'or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date:. __ _ PBSJ Engineering Planning Surveying Construction Services DISCONNECT AND REMOVE EXISTING SERVICE MM 00 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 DATE BY DESCRIPTION REl!SIONS PHOTO ® NO SCALE PHOTO ® NO SCALE APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 RECORD DRAWING c~1ss MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION CHINA COVE -ELECTRICAL DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 26 OF 35 .• -· ., • : • .· MB &A ' .. ---------. -----------------~---------------------•-. - (N) P-1002 SUBMERSIBLE 'SEAL-FAIL "'"• ,"" : , ' ,,. .. -, ___ - 8 / I f I I I / / / / / / v-@ 211 ' '~; .:.; -.-·- I I I I I I I I I I I I I TO MOTOR CONTROL PANEL 'MCP' SEE DWG. E-6 CHINA COVE PUMP STATION NEW PLAN -MECHANICAL POWER, SIGNAL & CONTROL MARK BALAN &ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA. CA 92886 (714) 970-2000 127-55-150 SCALE: 1 /2" = 1 '-0" •· / / / / / / / / / / -------------- --(N) ELECTRICAL PULL BOX (MAIN) (17"X30"x15", CONC. COV.) ~ TO SCE POWER SOURCE --·· -·--. -----· --,_ -----· -·--· ----------·-. ---•• -------·---·----· --·-----------· ··-·-·----------. . ---------------------------. "' ------------., .. ---------------~---- RECEPTACLE FOR. _ SUMP PUMP ----~ ~-----<4 5 -~:U'Ei':-c 3 AND METER AT FERNLEAF AVE. AND WAY LINE JUNCTION +4 LPB-1 200 NOTES: 0 0 0 0 SAWCUT EXISTING SIDEWALK (TO THE NEAREST JOINT) TO PERMIT INSTALLATION OF CONDUIT. CONCRETE ENCASED CONDUITS, BACKFILL AND COMPACT TO 95%, PATCH AND REPAIR SURFACE TO MATCH EXISTING CONDITION. NOT USED NOT USED <v 0 0 0 ELECTRICAL INSTALLATION INSIDE THE DRY WELL VAULT SHALL ~ BE RATED AND SUITABLE FOR CLASS 1 DIVISION 1 LOCATION. 'v ALL CONDUIT FITTINGS, SWITCHES, RECEPTACLE OUTLET, MOTOR, ETC. 1o" SHALL BE APPLETON, NO EXCEPTION. V WALL SWITCH -APPLETON #EDSC175-F1 WALL OUTLl::.I -APPLETON #EFSR-2023M ~ LOS -APPLETON #EDS2184 (SECURING ROD FEATURE). RECORD ORA WING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified !he accuracy and/or completeness of !his information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ Engineering Planning Surveying Construction Services -·-· ••••• • •• • •• ··' LPB-'-2·< ------------------ -------. -----~,,_,-,., -----·-----------· ----·-·-------_,,, ___ . : I L _,,_.,>-·-· f-·. ' ' ' ; ' . ; . ... ___ , --· .. -·-- EXII. FAN 'EF-1'----~ .. ., ';;:,_ ': _-,,,_ . ... ---•. :-,---2-~- ALL CONDUITS AND SUPPORT SHALL BE PVC COATED RGS. MOUNT 'Los' AGAINST WALL. PROVIDE LABEL TO IDENTIFY 'LOS' FOR EACH PUMP MOTOR. NOT USED. DRY WELL FLOOD FLOAT SHALL BE MADISON MODEL # M5600 (VERTICAL LIQUID LEVEL) NO EXCEPTION. NOT USED. MCP BUILDER PROVIDED EQUIPMFNT (i.e. WET WELL LSH AND LIT/LE ONLY). INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONCRETE WALL PENETRATION APPROVED .. --, t:"': -~::: ; ' ,----1 2D4 . ~;.__ ~----• ; . / •......... "-:-/ _---. -~......,--._ ---,>,. ........ "c_ ........ ........ _, ........ ....... -. ........ ........ -_',~ •• f I I I * TRANSITION AREA FOR ~---< 205 CONDUIT ROUTING ~ -I -~----j 204 :ffb:>I ---0 '---v---1 TO MOTOR CONTROL PANEL 'MCP' SEE DWG. E-6 CHINA COVE PUMP STATION NEW PLAN -POWER & LIGHTING SCALE: 1 /2" = 1 '-0" RECORD DRAWING E-9 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL QVIL ENGINEER R.C.E. NO. 4'3214 CHINA COVE-ELECTRICAL NEW PLAN DATE 18022 Cowan .• Suite 1 ODA Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S TN TN REVISIONS CHECKED DATE MB AUG 2005 SHEET 27 OF 35 • • • • • : • • _. MB &A 300 >------- 302Al------- 301 B 302B 303 304 305 306 )---- 301Al-------- 3.10 311 312 "--·------ 3 T3 314 >------- -----. ----· ___ , ------ TRANSITION AREA FOR CONDUIT ROUTING - -_:_:_-__ ;:_::,~------------_,9:>-_-_----~ 1 ---------·-! ) MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA. BLVD_, SUITE 1D5 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 \ ~-(N) CMU ENCLOSURE 0 (N),MCP WITH ~ SERVICE METER~ .. ---SEE CONDUIT STUB -UP DETAIL HHS DWG. r------; 307 r----PORTABLE GENERATOR . ,, '('•" ,,,,,, ,r;.,,' RECEPTACLE OUTLET 1 1 8 • \ \ \ 0 : ;--,,; f,, ; -. --(N) TELEPHONE PULLBOX 9'.'.x15"x12" CONC. COVER ---(N)' POWER PULLBOX 17"x30"x15" CONC. COVER r---PLACE 'CONDUITS 24" DEEP IN -PLANTER AREA AND BORE UNDER TENNIS COURT AND, PLANTER -------~ -·-•----/ -· -------"~ -. __ ---·------·-•-- -• ,,. ~"-------REMOVE 3 PLAY PLANTS 2" CO. WITH A PULL ROPE TELEPHONE 0 4" CO. WITH A PULL ROPE POWER 0 62nd ST PUMP STATION -SITE PLAN SCALE: 1 "= 1 o· -o· \ WALLS----\ ---LOCATE DUCT BANK 5' AWAY FROM ALL-TREES -· '----------{ 310 1 ------< 300 1 NOTE: POWER TO POOL HOUSE IN PULL BOX =-NEW TEL. PULL BOX (PER TEL. CO.) (N) 2" PVC CONDUIT 0 POL[ RISER-TELEPHONE V r---(E) SCE POWER POLE WITH XFMR (2-25kVA, 12kV-120/240V) #1369716E --.___ (N) 4" PVC CONDUIT/:0 • .. POLE RISER-POWER V . ---NEW POWER PULL BOX (PEf SCE) \ __,. --, 311 312 313 314 301A 301B 302B 303 BACK PANEL LAY-OUT ~---< 7 ,-----------------<.js"----------1-------~ "7"' ...... ":""":""~";:'~.,..";!"';'.' ---------- II DIST. PANEL rr=- II 1Q II I============ 5 II IIII] 14 j [JJ -15" II II 5 KVA XFORMER II II II II 9 CONDUIT SEAL APPLETON OR EQUAL (TYP.) ~~302A 4" FUTURE SCE 300B SPARE TO DRY WELl 3o5c 100 AMP METER SOCKET AND MAIN DISC. □ 300 100A DOUBLE THROW XFER SW. 307 APPLITON ACR1033 / AJA100 GEN SIT RECEPTACLE LOUVER W /REMOVEABLE WASHABLE FlLTER 2" TELE ~=-----~=--------{310 1 BRISTOL BABCOCK CWLP 2 CON rROL RELAYS 3 CONTROL TRANSFORMER 4 CONTROL POWER & 24 voe POWER SUPPLY FUSES AND NEUTRAL BLOCK 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS 8 MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CB --·' ----------------···. -· 10 24 VDC 2-4A POWER SUPPLY 11 POWER/PHASE MONITOR l<LLAY 12 INTRINSIC RELAYS ". . ....... , .. - RECORD DRAWING NOTES: 0 0 0 SPARE 306C FUTURE TO PLANTER CONTRACTOR SHALL USE THE SERVICES OF U/G SERVICE ALERT BEFORE EXCAVATION OF U/G TRENCH. CONDUIT ROUTE SHOWN IS SCHEMATIC AND VARIES BASED ON EXISTING CONDITION. ACTUAL CONDUIT ROUTE TO BE DETERMINED BY THE CONTRACTOR. EXTEND (1) 3"C WITH PULLROPE FROM POWER PULLBOX AND (1) 2"C WITH PULLROPE FROM TELEPHONE PULLBOX UP TO 18" FROM THE EDGE OF THE ROAD. CAP BOTH CONDUITS AFTER INSTALLATION. POLE RISERS FOR BOTH POWER AND TELEPHONE SHALL BE INSTALLED PER THE REQUIREMENTS OF THE SERVING UTILITY (I.E. SCE AND PACBELL). CUSTOM MCP WITH TELEMETRY AND WIRELESS EQUIPM[NT SHALL BE BY ESSCO TEL. NO. (323) 261-2181, NO SUBSTITUTION . ESSCO SHALL INCLUDE ANTENNA AND ASSOCIATED WIRELESS DEVICES AS PART OF THE MCC (TELEPHONE LINE WILL BE USED AS A BACK-UP COMMUNICATION LINE). INSTALL TELEPHONE BACKBOARD. INSIDE DRY AND WET WELL VAULT WIRING, SEE DWG. E-13. PBSf Engineering ., Planning TO PUMP STATION, SEE DWG. E-13 13 FVNR STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS 16 CONTROL TRANSFORMER AND POWER/ PHASE MONITOR RELAY FUSES MOTOR CONTROL PANEL CONDUIT STUB-UP LOCATION DETAIL NO SCALE 0 0 FOR ACTUAL CONDUIT STUB-UP LOCATION INSIDE MCP, SEE CONDUIT STUB-UP DETAIL, THIS DWG. CONTRACTOR SHALL COORDINATE WITH MCP BUILDER PRIOR TO STUB-UP OF CONDUITS DURING CONSTRUCTION. ALL CONDUITS SHALL BE INSTALLED PER MCP BUILDER EQUIPMENT LAYOUT. CONTRACTOR SHALL PROVIDE WINDOW OPENING AT CMU ENCLOSURE DOOR FOR METER READING. COORDINATE WITH MCP BUILDER FOR EXACT LOCATION OF WINDOW. PROVIDE CONDUIT ONLY WITH PULLROPE (PROVISIONS FOR ANTENNA WIRING). COORDINATE WITH CIIY OF NB FOR ACTUAL LOCATION. CONTRACTOR SHALL STUBUP CONDUITS WITHIN MOTOR CONTROL PANEL (MCP) SO AS TO AVOID CRISS CROSSINC CABLE WITHIN MCP. UTILIZE TRANSITIONAL SPACE FOR CONDUIT ROUTING TO EXTERIOR LOCATIONS. APPROVED PRINCIPAL CIVIL ENGINEER R.C.[ NO. 46214 DATE RECORD DRAWING c~-~~5 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION 62nd ST -ELECTRICAL SITE PLAN This Record Drawing has been prepared based on infonnation provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Surveying 18022 Cowan .• Suite 100A Irvine, California 92614- Phone: 949 /660-8600 Fax: 949/440-8183 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN TN TN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S Signed: ______ Date: __ _ Construction Services REVISIONS CHECKED DATE MB AUG 2005 SHEET 28 OF 35 • • ' • ' ~ • . . • • • ' MB &A ------ CONDUIT WIRES ITEM NO. NO. SIZE QTY. SIZE 1 .v 300 3" PULL ROPE - 2 3 \, v 301A 1 " 3/1 #8/#10 4 5 ,,1/301 B 1 " 2 #12 6 7 ,/ 302A 1 " 3/1 #8/#10 8 9 J,r302B 1 " 2 #12 10 11 1-, 303 1'' 2/1 #12/#12 12 L_ I ,, \o~ ---- 13 •/ 304 1'' 2/1 #12/#12 14 ' "Sp f,; ~ I " 15 ./ 305 1 " 4/1 #12/#12 16 17 \/306 1 " PULL ROPE - 18 1 9 ,/307 2'' 3/1 #2/#6 20 21 , / 310 2" PULL ROPE - ---·-.. --- 120/240V, 3PH, 4W FROM EXIST. SERVICE POINT KWH )lOOA 3P N 1--l I -/.}~ ,.: .a~·-••s ~•-•--~"-- ,-----7 I I I I I ) 30A ) 30A ) 30A£ 1 ' I TELEMETRY I 3P 3P 2P I I 1 1 1 ~ 10A (2) I I' L 1 1 r v v' ~~6◊-12ov Y CPT ~=====~ I /. 1#8 GND-£' W 1KVA I I : // 1 OOA, 3P -,~ '> 240V-120V I I I E DOUBLE THROW ) 40A 1 OA I MOTOR I : GND ~---~ TRANSFER 2P --(([C]))>-------1 CONTROL I ' L ---- --§.~ - - - - - - - - - --- - -SWIT~~ - - - - - - - - - - - - - - - - - - - - - - - - - - - -LPC-- - - - -_----<~~ - - - - _ J i /' ( 30 7 ,1----<D (302A~l---<D ----(~301 B ( 300 )----- 7.5 • 7.5 z 0:: >-0 w _J "' u 1-- _J i':'i~ zO :::, wW 0.. 0:: -ciZ 0) 0:: 0:: z 0 w wo z I-I-20m 0:: 0:: _w :::, :::, 2 w w 0 0 0 0 0:: _J I-I- 0:: 0:: w woo 0 0 c,Z -u I I-<t: 2 -2N (I] <t: 1--0:: 0 0 VJ <( 0:: 0.. 0 0 w-1-W W 0..0 0..0 Ob Zo et::z.u :a,-if) :;;-zw <z oww :::, I 0 :::, I :::, VJ 2<( (l_ C) 0:: (l_ (l_ _J (l_ (l_ SINGLE LINE DIAGRAM NO SCALE FROM VIA TO REMARKS EXIST. SERVICE UG MOTOR CONTROL PANEL 'MCP' CONDUIT ONLY CABLE BY SCE MOTOR CONTROL PANEL 'MCP' UG PUMP MOTOR 'P-1001' POWER + 11110 GND+ 21112 CONTROL HEATER WIRES MOTOR CONTROL PANEL 'MCP' UG LOS CONTROL DiZ-'t WE-LL MOTOR CONTROL PANEL 'MCP' UG PUMP MOTOR 'P-1002' POWER + 11110 GND+ 21112 CONTROL HEATER WIRES MOTOR CONTROL PANEL 'MCP' UG LOS CONTROL LIGHTING PANfl 'LPC' UG RECEPT. FOR SUMP PUMP 'SP 1' POWER + 11112 GND. ILPC 5) 'vtc-/ \J..):to-l1..... Mc.? LIGHTING PANEL 'LPC' UG EXIST. EXHAUST FAN POWER + 11112 GND. ILPC 2) t;> fl..'-( t;.J!ct.L MC-P LIGHTING PANEL 'LPc' UG LIGHTING POWER + 1 II 12 GND. /LPC 1 _ 3) ~I<"/ WEL..~ LIGHTING f'ANEL 'LPC' UG PUMP STATION CONDUIT ONLY 1)R.'f vJ-€'(...L DOUBLE THROW TRANSFER SWITCH EMER. GENERATOR RECEPTACLE POWER+ NEUTRAL+ GROUND EXIST. TELEPHONE PUU_ BOX UG MOTOR CONTROi. PANEL CONDUIT ONLY (303:}-- • ( 304 <D-----<(302B ( 3o5 ( 306 • Cl " z u -0.. 1-- _J :r: -Cl _j :::::i ---LLI w :z ...-----_j <t: I 0 0... 0... ~ G C/1 Eb z "(_) 1---w VJ :r: I O" g C) '-'- _J e ~ NAMEPLATE __,,._s,Lce_P_:,<.c__.·,'---------BLDG -Loe ___ -____ MTG ___ -__ _ MAIN _4~0=A~2~P~C=B"'-. __ _ BUS AMPS -~~lCJOA=O~A_· __ VOLTS~12=0~/~24~0~VO=L~TS~_ FEEDER __ 3~#~8 ____ _ AT 1------.. --,----· ,.-----.----~-----~---------~-------------~~--------~-----------l WATTAGE OUTLETS 20A, 1P, U.0.N. OUTLETS WATTAGE 1----A---~-B--+-L_T_G~R_E_C~M-I-S-1C 10,000 AIC LTG REC MISC A B DESCRIPTION DESCRIPTION f-L"'-IG=H-'--'T-"--IN'-"G'-'--'Fl'-'XT'---iU;;;,.R;,:=E.:::.S ___ -+----'2'-"oc::'.o'-ll----f----'2=---l---l--'-lf----'..1--I 1--:::2-+---+--+--1'-l__::5:_.:c:O_:c_0---1 __ ---1_:_F.:.X.:..:H/\:..:.:l::.:.JS::.:.T_F_:_A.:::N:........;;'E.:.F_-.:__1 ·---I RECEPTACLE t*)) 180 1 3 4 300 CONTROL SUMP PUMP RECEPTACLE((• 900 1 5 6 SPARE MCP RECEPTACLE 180 1 7 8 9 10 1 1 1 2 1 .3 1 4 ' 1 7 1 8 CONNECTED LOAD 1100 360 2260 500 300 CONNECTED LOAD FUTURE LOAD 2740 FUTURE LOAD 0 A LOAD 2500 0 A LOAD 0 8 LOAD 2500 0 8 LOAD TOTAL LOAD 5000 TOTAL LOAD 3 KW +LCL ___ 2 ____ KW= __ 5 __ KW AT 240 VOLTS 1 (/J -20.8 AMPS (Fi) PROVIDE GFCI RATED CIRCUIT GREAK[RS FOR RECEPTACLE OUTLETS. ,___,-I ' --~-----"" ___ ,,.,..--------- I %Vl~/\"t.1rJc.,nor.,J l CA.~l1u?t-~-rJ ¢S tzooEZ, _ J:_ l1 n . 5_/f_ . _ 22 \/ 311 1 " MOTOR CONTROL PANEL 'MCP' 1---==----+----+---~------<1----+----+---------------l------l----------------l---·-------. - - ----------------1 MANUFACTURER SUPPLIED CABLES We,-UX:l..L i "1 • (l L.-[G,f:l~ LI-11 .... 1~--~---. 23 24 25 ,v 312 26 27 J.r 313 28 29 ,/314 30 MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA92886 (714) 970-2000 127-55-150 MSC 1 " 2 1'' 2 1 " PULL ROPE -UG #12 MOTOR CONTROL PANEL 'MCP' UG #12 MOTOR CONTROL PANEL 'MCP' UG -MOTOR CONTROL PANEL 'MCP' UG LE-01 LSH-01 LSH-02 PUMP STATION CONTROL m-r we LL, CONTROL \}~"-/ \}JELL-- CONDUIT ONLY (FOR ANTENNA) RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this infonnation and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ P8SJ Engineering Planning Surveying Construction Services 18022 Cowan., Suite 1 OOA Irvine, California 92614 Phone: 949/660-8600 Fox: 949/440-8183 DATE BY DESCRIPTION REVISIONS I J:. eft ~Cf( ~offlC> ® ~ )?lt:{~~_K~~..cue ____ - tjf,: r 1 I $''-{ M (J f'({ I-I l" 8 ff L-)~l-1T -~ ------•.. --~· ----'---'---'-'---------t / J.. ". 11 _ :E~l-lAU.5:1:f""':,J _ _j RECORD DRAWING E-11 C-3585 APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN 1N CHECKED DATE MA AUG 2005 62nd ST -SINGLE LINE AND FIXTURE SCHEDULE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 29 OF 35 • • • • • • • • . • • MB &A MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 ~-----(E) POWER POLE 0 ~-----(E) MOTOR CONTROL/ 62ND STREET PUMP STATION DEMOLITION PLAN SCALE: 1 / 4" = 1 '-0" OH SERVICE PANEL 0 r (E) OVERHEAD POWER LINE (24OV) . OH ,---(E) PUMP STATION 0 NOTES: 0 REMOVE OVERHEAD POWER LINE, POWER POLE, MOTOR CONTROL/SERVICE PANEL. SEE DWG. E-1O . COORDINATE WITH OWNERS AND SCE PRIOR TO THE REMOVAL WORK. -U- 0 REMOVE ALL ELECTRICAL INSTALLATION INSIDE THE PUMP STATION. COORDINATE WITH POWER COMPANY (SCE) AND OTHER TRADES PRIOR TO DISCONNECTING POWER. REMOVAL OF ALL ELECTRICAL EQUIPMENT, CONDUIT AND WIRE. PATCH ALL AFFECTED AREAS AND PAINT TO MATCH. (E) POWER POLE WITH XFMR (TO REMAIN) (E) LIGHTING FIXTURE (TO REMIAN) ---- RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall nol be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ PHOTO 0 NO SCALE PHOTO © NO SCALE Pl1SJ Engineering Planning Surveying Construction Services 18022 Cowan .• Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax; 949/440-8183 POWER POLE (TO REMAIN) DATE BY DESCRIPTION REVISIONS PHOTO® NO SCALE PHOTO ® NO SCALE APPROVED PRINCIPAL QVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DilAWN TN TN CHECKED DATE MB AUG 2005 ~--DISCONNECT AND REMOVE EXISTING SERVICE AND POWER POLE 0 RECORD DRAWING E-12 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION 62nd ST -ELECTRICAL DEMOLITION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 3QOF 35 • • . • ' • .. • • • • • / MB &A 10 \ . . LE • 01 • .,, MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUrTE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 ' ' " ---,., -·\ .. " -""" ---f-,, 311 >----- -~--" ""-----~------ P-1001 301A 1----~ 302Al----- P-1002 -. __ ' 62ND ST PUMP STATION -POWER, CONTROL & SIGNAL PLAN SCALE: 3/8"=1 '-0" • / / . i / 313 ,__ __ _ /(N) CMU • •• 314 }----~ 301A>------------~ 301 B >----~ :;---(N) •. CMU ENCLOSURE 303 l------ I_·· ENCLOSURE . . ... :_;~---(N) MOTOR CONTROL PANEL 304 ,__ ____ _ ... : • 'MCP' ---', ----; .;... --l/: (N) MOTOR \ ·• CONTROL PANEL \ •. 'MCP' I I ~------!302B I I 1. I I I ~~----1302A ~----~ 300 TRANSITION AREA/FOR ~----< 305 '---c----< 306 I I CONDUIT ROUT!NG 12 >---~ I I I I ·' 1-··· •• I I I I I I I I I I I I I I I l I 300 310 I I ' • ~--+--+--TRANSITION AREA FOR CONDUIT RO,~TING <§> J SUMP PUMP ' > LFOR CONTINUASON DISC. SWITCH -- . . ' SEE DWG. E 10i j SUMP PUMP +48" LPC-5 RECEPTACLE OUTLET-~ (N) SUMP PUMP l '' 'SP-1' 9 ',.-~-_;....---;-t4 . ' ' ,_ ----~~ L ___ -, .. _ ,- • - • --• J -----·--------------· t._··:-·:-,· ._: '-1. --- .+48" RECEPT LPC-3 ~-(N) LIGHTING 1 FIXTURE (TYP. ?F 2) i,;\:'f·,.L:;_:,: 1 t_ NOTES: 62ND ST PUMP STATION -POWER & LIGHTING PLAN SCALE: 3/8"=1 '-0" 0 0 0 0 SAWCUT EXISTING SIDEWALK (TO THE NEAREST JOINT) TO PERMIT INSTALLATION OF CONDUIT. CONCRETE ENCASED CONDUITS, BACKFILL AND COMPACT TO 95%, PATCH AND REPAIR SURFACE TO MATCH EXISTING CONDITION. NOT USED NOT USED ELECTRICAL INSTALLATION INSIDE THE DRY WELL VAULT SHALL BE RATED AND SUITABLE FOR CLASS 1 DIVISION 1 LOCATION. ALL CONDUIT FITTINGS, SWITCHES, RECEPTACLE OUTLET, MOTOR LOS, ETC. SHALL BE APPLETON, NO EXCEPTION. WALL SWITCH -APPLETON #EDSC 175-F1 WALL OUTLET -APPLETON #EFSR-2023M LOS -APPLETON #EDS2184 (SECURING ROD FEATURE). 0 ALL CONDUITS AND SUPPORT SHALL BE PVC COATED RGS. RECORD ORA WING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ______ Date: __ _ PBSf Engineering ., Planning Surveying Construction Services 18022 Cowan., Suite 100A Irvine, Colifornio 92614 Phone: 949/660-8600 Fax: 949/440-8183 MOUNT 'LOS' AGAINST WALL. PROVIDE LABEL TO IDENTIFY 'LOS' FOR EACH PUMP MOTOR. NOT USED. 0 DRY WELL FLOOD FLOAT SHALL BE MADISON MODEL # M5600 (VERTICAL LIQUID LEVEL) NO EXCEPTION. 0 SUMP PUMP WITH INTEGRAL LEVEL FLOAT SWITCH SHALL BE ZOELLER MODEL #M-53 NO EXCEPTION <§> MCP BUILDER PROVIDED EQUIPMENT (ie. WET WELL LSH AND LIT /LE ONLY) <zy DATE BY INSTALL MODULAR MECHANICAL LINK SEAL ASSEMBLY WITH 316 SST BOLTS AND NUTS BY LINK SEAL OR EQUAL AT CONCRETE WALL PENETRATION DESCRIPTION REVISIONS APPROVED PRINCIPAi. CIVIL FNGINFER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 I i ! ,- RECORD DRAWING E-13 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION 62nd ST -ELECTRICAL NEW PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 31 OF 35 • • • • f • • • . • • • • LOAD M1 M2 25% CALCULATION 21.0 F.L.AMPS 21.0 F.L.AMPS 5.3 A LG MTR 20.8 TRANSFORMER 2.1 OTHER 62ND STREET TO CONTROL POWER M1 0L1 WIRING COLOR CODE 1 BLACK-POWER ALL VOLTAGES 2 RED-CONTROL 120V 3 BROWN-UPS POWER 4 ORANGE-POWER 24 voe 70.2 TOTAL LOAD _Tl...~...L.:i...HP TL M 1 -2Lll FIJ\ o---J...i----1 1-------'Xr--T~ ..J..15.0 RPM 5 ORANGE OR ORANGE/GRAY TWISTED MR 1 J SIGNAL AND ALARM 6 WHITE-120V NUETRAL 7 GRAY-DC NEUTRAL [§:: 7 TO CONTROL POWER OL2 8 WHITE N2-UPS 120 VAC NEUTRAL M2 _Tl__@...L.:i_ HP _TL M ...2Ll) FLA 9 GREEN ALL GROUNDING OASHffi llEMS ARE BY OTHERS TIME DElAY RELAY INST.=INSTANT~EOUS TCAE=TIME CLOSE AFTER ENERGIZING TOAEao.TlME OPEN AFTER ENERGIZING SR=SLAVE RELAY FROM BRISTOL CONTROL UNIT SC=SONIC CONTROLLER ; p #1 REMOTE Off-ON SW, P f2 REMOTE OFF-ON SW. "USE COPPER CONDUCTOR ONLY" FOR TERMINALS INTENDED FOR CONNECTIONS ONLY TO COPPER WIRE. o----j""!-----l 1-------'Xr-__ T~ ---1.15.0RPM 1 0 LABEL ALL PHASES .....ML_A CB 1---1--1--6 <>---------------~ -Ll & L2 - -FUSE 3A NOTE 9N2• IS TO BE ISOLATED u ·-PPMR FUSE 1A FROM CONlROL POWER NEUTRAi.. ~ 240\480 X 120V 40A 21"' (--~-(,.. blW ·N2· rs WHITE :, ~ 1000 YA XFORMER ~~-15A 1 -...:cfijui;;esi]=:,------,--------, PPMMFR~l --j[FU~l'..____:,~--,..':DR::.S".'.'.:;/1. F~L _____ :.·~N"'._;l~S.!W~H~ITE,_441 0 151\ 1 -----"o FL.I 2 c--->'---< I-2blk ~o IA II•· Gr. 20A 20A' UGHT TEST 1 MSRl-1 2 +----,e-----~--------------'MS1 ~---------'----------/1\Rl 1 -1..o-f-----+---------------,/c8--,mH I I I I I I I I I 8 • ili REMOTE OFF-ON / , +-----~0 .._, ·'-o-[2)-~,::.:if--'-,~-_;__ _ _cO"cL1~~---( Sl H ~y 2 MSl-1 MRR1-2 1 SR1-7 A ~-,e---+------------------1MR1 1 TDRl-1 (INSf.) MR1-1 1 ...L.o--+----'-'-·---------------=---. I ' / • I UG>IT TEST □U-2 1 MSR2-1 13 11 12 23 / ' R1 R1-1 ' / R / ' 1 -1..o-t-----+--------------,1.'C..-mID--l I 18 I I I I I I I I 18 ' / G / ' MRR2-20l.2-l "' 17 A ili R£MOTE OFF-ON +-----~" ~ ~Y,,_,..1-ccc;•s.;:'-..:'~--1----=;;..:---1 0 u---1 H 15 16 1 SR2-1 A 1 1001-2 [TCAE) MR2-1 MR 19 1-'·o-J.----.l.-~'•c._ ______________ :r;;;.---1 ' / A I I I I 1 OL2-2 ISR1-1 I R3-1 21 22 25 TDR2-1 24 TDR2-2 25 (INST.) (TOA£) / ' R2 R2-1 ' / R / ' R3 I R4-1 26 RESE;T 27 I t--,e--~-----------O.L<>---o=----{R4 1 -1..o-f------------------+*-R4_-_2_,2,a_8_''®-'---! • 8 0 , ' INTRINSIC RElAY FOR fLOAI SW1TCH BACK UP CIRCUIT. INTRINSIC WIRE IS BLUE. ISR2 DR'f WELl. FLOOD N .5 A f? 24 voe POWER Gr.•11 ~ SUPPLY CONlROL POWER ON \'.I.,. 5 bit. -, 24 voe IS ORANGE 5 A+--74VOCISGR.IIY MUST BE BONDED TO GROUND ROD MS1 MOTOR SAVER 1 ARI AUTO RELAY SIGNAL FROM HOA IN AUTO 10 RT1J ELAPSED TIME METER Ml RUN Ml CONTROL CIRCUIT HAND-OFF-AUTO SN. W/:', LEG OVERLOAD MOTOR REQUIRED RElAY CIRCUIT PUMP fl REQUIRED MOTOR OVERLOAD Al.ARM CIRCUIT . RESET WITH THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MS2 !.IOTOR SAYrn 2 AR2 1\1.JfO RELAY SICNM. FROM HOA IN AlITO TO RT1J ELAPSED TIME METER M2 RUN M2 CONTROL CIRCUIT HAND-OFF-AUTO SW. W/J LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUMP 12 REQUIRED MOTOR OVERLOAD Al.ARM CIRCUIT . RESET WITH TI-iE OVERLOAD PUSH BUTTON AT lHE MOTOR STARTER. ISR1-1 AND R.3 IS THE EMERGENCY HIGH L£VEL BACK UP FLOAT SWrTCI-I CIRCUrT. BOlH PUMPS RUN AND EMERGENCY HIGH LEVEL Al.ARN IS ON. R4 IS THE lATCH RElAY FOR THE EMERGENCY HIGH LEVEL PILOT LIGHT AND MANUAL RESET PB SONIC CONTROLLER IM-IIS -.. ""'1." S WT 1 l BWH HII IIO II iM illl "" R1 l'Uf ~ • L N L ,u I ""'11 plji '1 ,..~ '1 f"I< '1 " •-\feKTDTP D ~1UCr 12~•~•,a•1111111,,1 21 MUUC EXHAUST FAN EMERGENCY HIGH WET WELL LEVEL ALARM 2 SONIC LEVEL CONTROLLER 3 CWLP 4X20 KEYBOARD DISPLAY 4 EMERGENCY HIGH WET WELL LEVEL RESET PB 5 MOTOR 1 SAVER DISPLAY 6 MOTOR 2 SAVER DISPLAY 7 CIRCUIT BREAKER HANDLE'S 8 ELAPSED TIME METER 9 PUMP RUN PILOT LIGHT 10 CONTROL POWER ON LIGHT 11 PUMP REQUIRED LIGHT 12 PILOT LIGHT TEST PB 13 HOA (HANO-OFF-AUTO SW.) 14 ALARM LIGHT TEST PB 15 OVERLOAD PILOT LIGHT 18 15A GROUND FAULT RESEPT. 19 OVERLOAD RESET PB 60 DEGREES C ( 140 DEGREES F) FOR TERMINALS RATED LESS "CAUTION -MAINTAIN SEPERATION BETWEEN INTRISICALLY SAFE WIRING AND OTHER WIRING." THAN 100 AMPERES. NOTE FIELD WIRING TO TERMINALS A, 8, C AND D MUST BE ISOLATED FROM ALL OTHER VOLTAGE BY AT LEAST EIGHT (8) INCHES FAN DISCHARGE PLENUM W/GRILL '-/ 1@ /,,re,'-1.,g, 1<@ [§] 18 9" X 5 1/2" SCE METER--,, WINDOW HOFfMAN A-727218FSD 1YPE CONSTRUCTION GASKETED 3R 316 STAINLt.SS STEEL 240V 3<ti 3W 60HZ SUPPLY __ "UNDERGROUND CONDUIT AND METER AND MAIN SERVICE DISCONNECT ON-OFF-ON MANUAL 100A TRANSFER SWITCH 62ND STREET PUMP STATION r----------7r--------7 r-----------------------------------------7 I I I I ~--~------~------~---~----~ I 3 #2 ---~"> I I 3 #2 I I ) I : : ~-"---: i -150_AF ) 3P -150.AF ) 3P ~S~lp 2 P 5 KVA l I I 3 #2 I ]Q._AT JQ._AT DOOR 240/480V X I CONDUCTORS SCE STANDARDS 5/8"X10" COPPER CLAD GROUND ROD W/1 #? SOLID COPPER GROUND WIRE AND CLAMP I I I I L __ 13" I " I ''------' \ J '---~ SCE METER _\lllLAF ) _1.lliLAT 3P I I /y,____::_..J-__ __l ___ __J SWITCH 120/24D I I I 240/ 480 X 120V VOLTS I I I I 1 OO<YA TRANSFORMER I i GROUND TRANSFORMERS ___ 4Q_2P I _______ _J L ________ _J SIZE 1 SIZE 1 DIRECTLY TO GND. ROD f..-+:----ll I :_F:.:_RO,:::M:::_G,:::E:::N.:.-..:S:::ET:::_ __ >:::,,; ,_-..J 100A 600V RECEPT 1 BRISTOL BABCOCK CWLP 2 CONTROL RELAYS 3 CONTROL TRANSFORMER 4 CONTROL POWER & 24 voe POWER SUPPLY FUSES AND NEUTRAL BLOCK 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS 8 MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CB LEVEL CONTROL 10A FUSE 10A FUSE ~- 0--1SA 1?1 ISA lf'j ,... "I SPA.CE ---0 SPJICE --I SP.OCE --0 SP.ocE SP-'CE ---0 0--SPACE I L ______________ _ __ L ______________ ~ M1 7.5 HP 21.0 FLA M2 7.5 HP 21.0 FLA SONIC TRANSDUCER BACK PANEL LAY-OUT -E--CONDUIT SEALING FITTING DRY PIT ~LOOD EMERGENCY LEVEL FLOAT SW. -------------------'-18"------------------ 2 =============5 II DIST. II PANEL II II II II II II 0 100 AMP METER SOCKFf AND MAIN DISC. □ 100A DOUBLE THROW XFER SW. 10 24 VDC 2.4A POWER SUPPLY 11 POWER/PHASE MONITOR RELAY 12 INTRINSIC RELAYS ~[1 jla 13 B -1 5 I [DJ II 5 KVA XFORMER II II g APPLETON ACR1033 / AJA100 GEN SIT REC[PTACLE ~----31 "----- D 'J 3 POINT PAD LOCKABLE DOOR HANDLE HIDDEN HINGES AND DOOR GASSKETS 13 FVNR STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS 16 CONTROL TRANSFORMER AND POWER/ PHASE MONITOR RELAY FUSES BACK PANEL INNER DOOR = = = = = {"'' ----'\ = L__J .. 5" WIND' FOR CONDUIT 1III1 1 4 II II II II II 4" X 2.5" BELL ~-----------x5" WINDOW FOR CONDUIT---+-----'------' 2" • • 1--7 .I I. I I .L_J. RIGHT HAND SIDE 6 .. 8" X 1 2" REMOVABLE COVER PLATE OVER 6" X 10" CUT OUT FOR RECEPTACLE CONDUIT • • 4" ID 36" RAD. LOUVER W/REMOVEABLE WASHABLE FILTER FROM SCE RECORD DRAWING E-14 C-3585 RECORD ORA WING PBSW APPROVED MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 MB MARK BALAN & ASSOCIATES This Record Drawing has been prepared based on infonnation provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Engineering ., 18022 Cowan., Suite 10OA Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 DATE PUMP CONTROL SCHEMATIC AND PANEL EQUIPMENT LAYOUT-1 &A CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA92886 (714) 970-2000 127-55-150 Signed: ________ Date:. ___ _ Planning Surveying OATF 8Y Construction Services DESCRIPTION APP'D. DESIGNED DRAWN TN lN REVISIONS CHECKED DATE MB AUG 2005 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 320F 35 ' • .. ., • • • ... • • • ... .. • • • • , • • 1 • MB &A LOAD CALCULATION M1 42.0 F.L.AMPS M2 42.0 F .LAMPS 25% 8.3 A LG MTR 20.8 TRANSFORMER 2. 1 OTHER 115.2 TOTAL D.r\SHED ITEMS ARE BY OTI-IERS ' LOAD PP~R PPMR-1 FU 1 1blk ' If····-=----' · 2b1: 10 A 1 CHINA COVE ... -.-Ml <>-------fwi----------1 f----~--+-rxr~'2 -M 1 ? , • o FLA OL1T1_~_1.5..QHP i>---jwj---~r-+-+-~x.r-Te.... ___I_Z;;_ORPM MR 1 =>---_J =>----7 ·--f.12 OL2 T!_@-1.:'li) HP i>---jwJ-----1 f--s-+~x.r-'L M .-2..LQ f LA i>---je'!i---~ r-t-+-~x.r-Te.... 1755 RPM _JQ_A CB LI & L2 FUSE ;y, L3 FUSE 1A ~ 1240\480 X 120V I <lv 500 VA XFOR~ER DR SW ~ • ' / G "NH IS WHITE ' 40A 2P @ffi--o-,,- II• Gr, a- Gr.•il CONTROl POWER ON UPS 0 0 ,-, MUST TO GR t.l.S1 MOTOR SAVER 1 BE BONDED TlME 08..AY RELAY INST.=lNSTANTANEOUS TCAE-11!.IE CLOSE N'TER ENERGIZING TDA£=TIME OPEN AFTER ENERGIZING SR=SLAVE RELAY FROM BRISTOL CONTROL UNIT SC=SONIC COMTROLl.ER AMClmRl2 t THERMAL :-, MOTOR f2 SE'AL FAIL 1 P #1 REMOTE 2 OFF-ON S'N. 3 P #2 RE~OTE 4 OFF-ON SW. 1.JSE COPPCR CONDUCTOR ONLY" FOR TERMINALS ll'lT£NOED FOR CONNECTIONS ONLY TO COPPER WtRE. 60 DEGREES C (140 DEGREES f) FOR TERMINALS RATED LESS THAN 100 AMPERES, MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 LIGHT TEST 1 _j_ ""1- I I I I I I I I I __J._ f-01- I I ·~ LIGKT ITST 1~7 I I I I I I I I I 1~ I I 1~ I I I I I 1 _j_ '"°I I I I I~ I I I I I 1 _j_ (714) 970-2000 127-55-150 1 MSRl-1 2 @-- ' @-- 7 7 ,_/ G A r~ REMOTE OFF-ON +MRRl-2 / --... 1 H ~:r: MSl-1 OL1-1 @--2 0 3 -. 5 6 1 SR1-1 A :T @- ~Cl,..... 9 - 1 lDRS-1 .. (INST.) 1 M~.1-1 10 ' / A /-, 1 OL1-2 " 0-f Rl-1 12 ' / R / ' 1 MSR2-1 14 @-.. 21 @- 15 " 20 ' / G A REMOTE OFF-ON + /-, 1 Hr~ 3 J. 4 "'52-1 R4-2 MRR2-20~_-1 -@-0 ~5 ~ 18 19 1 SR2-1 A -e- 1-SC2_ 22 2 1 1 1 1 1 1 1 1 1 1 1 TDR5-2 (TCAE) MR2-1 23 ' / A- / ' OL2-2 24 -e-+R3-1 25 '-~/ / ' ~1 ~ 26 @--- R4-I TDR4-1 RESET -w-28 ' 27 (Too:) ~ lDR+-2 29 (TCAE) ,_/ / ' ERi '-J . ID " /-, ER1 --" IW1 IW2 " I ISRl-1 " -0- TOR6-1 ,. TDR6-2 ~ -6J-(INST.) (TOAE) R5-2 ~ RF:SET RB;J30 ,, 0-c..t_ 'f R6-2 38 "" [ ISR'f" p I ~ " A IC ~ [fil •CAI..JTION -PMJNTAJN S[PERATION BOWC:EN INTRISICAU.Y SAFE WIRING Am OTHf:R WIRING.• NOTE FIELD WIRING TO TERMINALS A, B, C AND D MUST BE ISOLATED FROM ALL OTHER VOLTAGE BY AT LEAST EIGHT (8) INCHES ... / ,-... INTRINSIC RELAY FOR FLOAT J SWITCH BACK UP CIRCUIT. INTRINSIC WIRE IS SLUE. ISR2 DRY WELL FLOOD OUND ROD AA 1 AUTO RELAY SIGNAi.. FROM HOA IN AlJTO TO RTU ELAPSED TIME l.4ETER 1.41 RUN M1 CONTROL CIRCUIT HAND-OFF-AUTO &II. W/3 LEG OVERLOAD l.4OTOR REQUIRED Rn.AY CIRCUIT PUl.4P #1 REQUIRED MOTOR 0V£RLOAD ALARM CIRCUIT . RESIT WITH nlE OVERLOAD PUSH BlTTTQN AT THE INJTQR STARTER. MS2 MOmR SA'JER 2 AR2 AUTO Ra..AY SIGNAL FROM HOA IN AUTO TO RTU El.APSEO llt.1E MITER M2 RUN 1112 CONlROL CIRCUIT 1-!AND-OFF-AUTO SH. W/3 LEG O'JERLOAD MOTOR REQUIRED REI.AY CIRCUIT PUMP f?. RF.QUIRfO MOTOR OVffiL0/1,[) /IJ..ARM CIRCUIT . RESIT WITH THI': OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MOTOR HIGH TEMP. Al.ARM CIRCUIT TDR4 HIGH TEMP. LATCH RElAY MOTOR f2 1112 SUJ... rAJL ISR1-1 AND RS IS THE EMERGENCY HIGH LEVEL EVICK UP FLOAT SWITCH CIRCUIT_ BOTH PUMPS RUN AND EMERGENCY HIGH LE'w'El Al.Mt.1 IS ON . R6 lS THE LATCH RELAY FOR THE EMERGENCY HIGH LEVEL PILOT UGITT AND MANUAL RESIT PB WIRING COLOR CODE 1 BLACK POWER ALL VOLAGES 2 RED CONTROL 120V 3 BROWN UPS POWER 4 ORANGE POWER 24 voe 5 PURPLE OR PUPLE/GRAY TWISTED SIGNAL/ALARM 6 WHITE 120V NUETRAL 7 GRAY DC NUETRAL 8 LABEL ALL PHASES FU 2 . . 5 A ~ 24 \JDC POWER SUPPLY + 2-4-WC I.S ORANGE 5,,, +--2-4-\IDC IS GRAY SONIC CONTROLLER "°MS -,""f' • OUT I Y B ■II MIi RS H H IE! 112 R1 Pvr a H LHL OLit"r\' • +-¥1.KTlllll ~lc!.4\L~H_.lJLllZ_! I 2 3 4 S B B i I UI 1 T I 1 I , I 1 • '¼- MOO< 240V 3¢ 3W 60HZ SUPPLY METER AND MAIN SERVICE DISCONNECT r----------7 I .,---_ I I I ON-OFF-ON MANUAL 100A TRANSFER SWITCH CHINACOVE PUMP STATION ,------------------------------------------------, I _________________________ I I I "UNDERGROUND I I .15QAF ) 3P 1 OA 2P .15QAF ) 2P I ) ) FUSE _4Q...A I CONDUIT AND I ,,.___.,,. 3 #2 I CONDUCTORS----r7 I SCE STANDARDS 1 1 _10.0....AF ) 1 1 _1.illLAT I 3P I 5/B"XlO" COPPER CLAD GROUND I L __ ______ _J 3 2 ROD W/1 #? SOLID COPPER GROUND WIRE 1 OOA 600VI RECEPT I ~ / 3 #2 .15QAF .15QAF p I _80_.AT 3P _§Q_AT 3 DOOR 5 KVA I SIZE 2 SIZE 2 SWITCH 480V X 240/480 X 120V 120/2401 10A FUSE LEVEL CONTROL _5.Cl[LVA TRANSFORMER VOLTS I GROUND TRANSFORMERS I DIRECTLY TO GND. ROD I 1--+---'I 10A FUSE --~lPI SPJI.CE --0 SPACE: --I SPACE --0 Sf'..-CE -- --I SPJ.CE --0 0--SPACE AND CLAMP L _____________________ _ _ _____________ __J EMERGENCY HIGH WET WELL LEVEL ALARM 2 SONIC LEVEL CONTROLLER 3 CWLP 4X20 KEYBOARD DISPLAY 4 EMERGENCY HIGH WET WELL LEVEL RESET P 8 5 MOTOR 1 SAVER DISPLAY 6 MOTOR 2 SAVER DISPLAY 7 CIRCUI I BREAKER HANDLE'S 8 ELAPSED TIME METER 9 CONTROL POWER ON LIGHT 10 PUMP RUN PILOT LIGHT 11 PILOT LIGHT TEST PB 12 PUMP REQUIRED LIGHT 13 ALARM LIGHT TEST / SEAL FAIL TEST PB 14 HOA (HAND-OFF-AUTO SW.) 15 SEAL FAIL LIGHTS 16 OVERLOAD PILOT LIGHTS 17 HIGH TEMPERATURE ALARM 18 IIIGII TEMPERATURE RESIT P □ 19 OVERLOAD RESET PB 20 15A GROUND FAULT RESEPT. 1 BRISTOL BABCOCK CWLP 2 CONTROL RELAYS 3 CONTROL TRANSFORMER 4 IRANSfORMER/CONTROL FUSE 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOIOR CIRCUIT BREAKER 8 RUN MONITOR RELAY 9 5 KVA TRANSFORMER CB 10 24 voe 2.4A POWER SUPPLY 11 INTRINSIC HIGH LEVEL RELAY 12 INTRINSIC RELAY 13 MOTOR SIARl U<S (fVNR) 14 INTRINSIC TERMINALS 15 FIELD WIRE TERMINALS L 5 4" 18 " a 4 1/8" 19" 21 " RECORD DRAWING -· n -7 I ~J I I I I I I I I I I I I I I I ~ J This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ________ Date: ___ _ I K , 72" 39" 33" INNER DOORS r -- '®D ~ •@ / ..... 2 3 ~ GJ 7~ 7~ 7~ ·8 ..... / §s 54 •@) ..... / / ..... "@/ 1@ 1@ 1 G <:@Y 1@ <:@> 1 A 1 A / ..... ..... / / ..... 1-@ 1i@ 1-@ ¥ < > ..... / 11(BI •@ ''<Bi / ..... @Q / ..... 19@ "@ " 20 I ~- BACK PANEL LAY-OUT t--------------72"-------------; Engineering Planning Surveying [g] [g] [g] [g] [g] [g] [g] [g] 2 [g] [g] [g] [g] [g] [g] [g] [g] 5============= '77 [I][Il] LJ 4 6 LOUVER W/REMOVEABLE, WASHABLE FILTER 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-8183 Construction Services DIST. PANEL 5 KVA XFORMER 9 DATE BY 100A DOUBLE THROW XFER SW. DESCRIPTION RE"1SI0NS M1 15.0 HP 41.0 FLA M2 15.0 HP 41.0 FLA APPLETON ACR1033/AJA100 GEN SIT RECEPTACLE APPROIA:D SONIC TRANSDUCER PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 <Ee-CONDUIT SEALING FITTING DRY PIT FLOOD EMERGENCY LEVEL FLOAT SW . 0 1-1 I I 0 8" X 12" REMOVABLE COVER PLATE OVER 6" X 1 O" CUT OUT FOR RECEPTACLE CONDUIT 0 0 I I L_J 54 0 0 " " RIGHT 0 0 HAND SIDE 0 0 12" 0 0 18 " RECORD DRAWING E-15 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PUMP CONTROL SCHEMATIC AND PANEL EQUIPMENT LAYOUT-2 CITY OF NEWPORT BEACH S-5201-S PUBLIC WORKS DEPARTMENT SHEET 33 OF 35 • • • • ,., t .. • j • i • • • f • • , • ,.. • LOAD CALCULATION M1 15.0 F.L.AMPS M2 25% 15.0 F.L.AMPS 3.8 A LG MTR 20.8 TRANSFORMER 2. 1 OTHER ---- 56.7 TOTAL 240V 3¢ 3W 60HZ SERVICE AND DISCONNECT LOAD MARINERS TO CONTROL POWER 1 _____ 7 100A t.lANUA.L I L_ TRIINSFER SW. TO CONTROL POWER WIRING COLOR CODE 1 BLACK-POWER ALL VOLTAGES 2 RED-CONTROL 120V 3 BROWN-UPS POWER 4 ORANGE-POWER 24 voe 5 ORANGE OR ORANGE/GRAY TWISTED SIGNAL AND ALARM 6 WHITE-120V NUETRAL 7 GRAY-DC NEUTRAL ir~~" _i~~--~_;;::i-1-= M2 ol2 I Lo' 0-- -----o..15-.o± 7 - - -~ TL@____L'.i_ HP \ ~ ~ . IS-, ...1... -1-- - -F-+,+--<S d----j..j-----, -_TL M -2.Ll) FLA I '-·O o-------o..·~..;_7_1 _ _ _ l3 T3 r 15-~ i--\----'X,----1750RPM L _t= = = = :::r-------rt i.'-- ---0 G,. I MSR21 8 WHITE N2-UPS 120 VAC NEUTRAL 9 GREEN ALL GROUNDING 1 0 LABEL ALL PHASES CR 100A RCCEPT))~ 'f ,.~ CB ~)' I DASHED ITEMS ARE BY OTHERS llt.1E DEI.AY REI.AY INSl.=INSTANTANEOUS TCAE= TIME CLOSE AFTER ENERGlZING TOAE=TIME OPEI\I AFTER ENERGIZINC SR=SLAVE RELAY FROM BRISTOL CONTROL UNIT SC""SONIC CONTROLLER GEV \_sg,, _____JQ_A CB UGttT TEST PPMR PPMR 1 RJ 1 ' ' 2blk 10 A ~ 2-4-0\-480 X 120\J I 1000 VA XFORMER OR.SW. ''N'' IS WHITE 1 MSR1-1 2 t--Sf---------------------{MS1 3 ~------------------<AR1 1 ..Lo--+-----+--------------,oc•--1}1[,1--, I • , / I A ~ REMOTE OFf-ON / -._ V MRRl-2 H ~ '·"-{1]2 r-;-M_,s,_1-_,1,-_..__..:0:ccl11!'-· lc;---{ M1 I o-----..... :;..J ◄ ..,... s s 7 I 1 SR1-1A >--'--➔f--4-----------------lMRl SC1 !----'---fi:2t'<•'-€H , 1 TDR1-1 5 !<IA NOTE •N2" IS TO BE ISOLATED f"ROM CONTROL POWER NEIJTRAL 40A 2P (; -4 blk ~ g15A 1 -o---.. UPS • ...,.. 0 15A 1 -0: FU 2 II• Gr. o" 20A N2CIA! ~ --<;ct' 1,.,;>;,,_,.j 9N2• IS WHITE Gr.•11 -;::::h SUPPLY I .5 A r;;:s 24 voe POWER CONTROL POWER ON l,_ \ I,_ 5 blk + 24 \/DC IS ORANGE MUST BE BONDED 5 A + - -24 voe IS GRAY TO GROUND ROD MS1 1,4QTOR SAVER 1 AR1 AUTO RELAY SIGw..l FROM HOA IN AUTO TO RTU ELAPSED TIME METER Ml RUN M1 CONTROL CIRCUIT HAND-OFF-AUTO SW. W/3 LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT MOO = EXHAUST FAN 240V 30 3W 60HZ SUPPLY METER AND MAIN SERVICE DISCONNECT ON-OFF-ON MANUAL 100A TRANSFER SWITCH ,----------7 r--------7 I ,,--... I I I I I I 3 #2 I "UNDERGROUND I I I .----, I CONDUIT AND I ,.,_____,, 3 #2 I I I MARINERS PUMP STATION ,-----------------------------------------. 10A 2P .15QAF FUSE __3D___A .15QAF .1.5.QAF ) 2P JQ_AT JQ_AT CONDUCTORS---,-,,. I I 3 #2 I SCE STANDARDS : =~~~ ) : : ✓>0----+1 ---'------' I 3P I I I ) 3P ) 3P 240/480 X 120V 1 OOOIA TRANSFORMER GROUND TRANSFORMERS 5 KVA I 240/480V X I 120/240 VOLTS I -)_40_2p f--+---➔ I I I I 5/8"X10" COPPER CLAD GROUND ROD W/1 #? SOLID COPPER GROUND WIRE AND CLAMP ------31"----- 13" I I L _________ _J L ________ _j FROM GEN-SET 100A 600V RECEPT SIZE 1 SIZE 1 L ______________ _ M1 5.0 HP 15.D FLA M2 5.0 HP 15.0 FLA BACK PANEL LAY-OUT I EVEL CONTROL SONIC TRANSDUCER DIRECTLY TO GND. ROD 10A FUSE --o--1M1rl -0--15.'. !Pl --2CIA IP' =E ---0 SP>il: --I SP,O,CE ---0 SPACE SPACE --0 0--SPACE I ---·--- - - - - - ---_J ~ CONDUIT SEALING FITTING DRY PIT FLOOD EMERGENCY LEVEL FLOAT SW. ~-----------------..C,8"-----------------~ i P f1 RFMOT£ mF-ON SW. I I I I I (INST.) MR1-1 1 ..Lp--f ____ ...__.:.:'°c._ ______________ ,'(,A9-/~ I / ' I Ol1-2 PUMP f1 REQUIRED 2 ~@'o 11 11 •@ EMERGENCY HIGH WET WELL / " 2 3 LEVEL ALARM ~ ~ SONIC LEVEL CONTROLLER ( "~ \ J '--~ 1 2 BRISTOL BABCOCK CWLP CONTROL RELAYS 2 ..,,...'l"'"l'Y:,--::,..~"'!'I'~~~ ........... ~..:... ........... ..:....:..""""..:.:.. II DIST. II PANEL II II 0 100A DOUBLE THROW XFER SW. P #2 REMOTE OFF-ON '3W. LIGHT TEST 1 MSR2-1 13 11 12 R1-1 23 l ..Li>--t-----+--------------,-"18'--{J:IETM]M----! I 1• , / G I A REMOTE CF'F-ON / '. H ~ Y 1.1S2-1 lwl.RR2-ZOL2-1 I t----a~~ ~ <>-i~•f-,.as....,,_..,,;-;;,-_, __ ....,,.1,:-,--{ M2 I 1 SR2-1A ~ l't I I I I I 1 TDRT-2 (TCAE) MR2-1 1 ..Lo+ ____ _.__20 _______________ {A}----j I ' / A I I 1 OL2-2 21 / ' R2 ' ..L--+-------------------"e.--,_---l!~--+ -01- R2-1 ' / 22 R / 1 I I ISRl-1 I R3-1 25 " TOR?-1 24 1DR2-2 25 (INST.) (TOAE) I R4-1 26 RESET 27 t-------➔>------------------<ll!>----t=-'-----{R4 l._p--f------------------'--R4_-_2_,2"-B-''®-'~ / ' C D INTRINSIC RELAY FOR FLOAT SWrTCH BACK UP CIRCUIT. INTRINSIC WIRE 15 BLUE. ISR2 ORY WELL FLOOD "USE COPPER CONDUCTOR ONLY" FOR TERMINALS INTENDED FOR CONNECTIONS ONLY TO COPPER WIRE. "CAUTION -MAINTAIN SEPERATION BETWEEN INTRISICALLY SAFE WIRING AND OTHER WIRING." 60 DEGREES C (140 DEGREES F) FOR TERMINALS RATED LESS THAN 100 AMPERES. MB &A MARK BALAN & ASSOCIATES CONSUL TING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 NOTE FIELD WIRING TO TERMINALS A, B, C AND D MUST BE ISOLATED FROM ALL OTHER VOLTAGE BY AT LEAST EIGHT (8) INCHES MOTOR OVERLOm ALARM CIRCUIT . RESET WITT, THE OVERLOAD PUSH BUTTON AT THE MOTOR STARTER. MS2 MOTOR SAVER 2 AR2 AUTO RELAY SIGNAL FROM HOA IN AUTO TO RllJ ELAPSED TIME METER M2 RUN M2 CONTROL CIRCUIT HAND-OFF-AUTO SW. W/3 LEG OVERLOAD MOTOR REQUIRED RELAY CIRCUIT PUMP #2 REQUIRED MOTOR OVERLOAD Al.AR~ CIRCUfT . RESET WITH THE OVERLOAD PUSH SlITTON ,&.l THE MOTOR STARTER. ISR1-1 AND R3 IS THE EMERGENCY HIGH I..EVEL.. BACK UP FLOAT SWITCH CIRCUIT. BOTH PUMPS RUN AND EMERGENCY HIGH LEVEL AL.ARM IS ON. R4 IS THE LATCH RELAY FOR THE EMERGENCY HIGH l£YEL PILOT LIGHT AND MANUAL RESET PB 3 CWLP 4X20 KEYBOARD DISPLAY 4 EMERGENCY HIGH WET W[LL LEVEL RESET PB 5 MOTOR 1 SAVER DISPLAY 6 MOTOR 2 SAVER DISPLAY 7 CIRCUIT BREAKER HANDLE'S 8 ELAPSED TIME METER 9 PUMP RUN PILOT LIGHT 10 CONTROL POWER ON LIGHT 11 PUMP REQUIRED LIGHT 12 PILOT LIGHT TEST PB 13 HOA (HAND-OFF-AUTO SW.) 14 ALARM LIGHT TEST PB 15 OVERLOAD PILOT LIGHT 18 15A GROUND FAULT RESEPT. 19 OVERLOAD RESET PB 7~ •§ '@/ 9 G /@' 1 A " / 1@ {~)( (,@' FAN DISCHARGE PLENUM W/GRILL 7~ " / "® /@' 10 1-@ ~ 18 7~ §• '@/ 9 G / " '@/ 1 A / " 1;@ ¥ " 19@ g•· X 5 1/2" SCE MCTER--,-- WIN DOW HOFFMAN A-727218FSD TYPE CONSTRUCTION GASKETED 3R 316 STAINLESS STEEL SCE METER ------31"----~ 13" I 3 POINT PAD LOCKABLE DOOR HANDLE HIDDEN HINGES AND DOOR GASSKETS 6 " 3 CONTROL TRANSFORMER I============= 5 II 4 CONTROL POWER & 24 voe POWER II SUPPLY FUSES AND NEUTRAL BLOCK 100 AMP METER SOCKET AND MAIN DISC. □ 5 HIGH VOLTAGE BARRIER 6 LINE VOLTAGE TERMINAL 7 MOTOR CIRCUIT BREAKERS 8 MOTOR MONITOR RELAY 9 5 KVA TRANSFORMER CB 10 24 VDC 2.4A POWER SUPPLY 11 POWER(PHASE MONITOR RELAY 12 INTRINSIC RELAYS 13 FVNR STARTERS 14 INTRINSIC TERMINALS 15 FIELD WIRING TERMINALS j[8] II II II 5 KVA XFORMER II II g 16 CONTROL TRANSFORMER AND POWER/ -15~ II II II II II PHASE MONITOR RELAY FUSES BACK PANEL INNER DOOR = = = = = = = " 4" X 2.5" BELL '----------x5" WINDOW FOR CONDUIT---\---',----~ 2'' 0 0 r-1 : :0 L_Jo RIGHT HAND SIDE 8" X 12" REMOVABLE COVER PLATE OVER 6" X 1 O" CUT OUT FOR RECEPTACLE CONDUIT 0 0 12" 4" ID 36" RAD. APPLITON ACR1033 / l'JA100 GEN SET RECEPTACLE LOUVER W/REMOVEABLE WASHABLE FlLTER FROM SCE 5" WINDdw FOR CONDUIT RECORD DRAWING E-16 RECORD ORA WING This Record Drawing has been prepared based on information provided by others. PBS&J has nol verified the accuracy and/or completeness of this infonnation and shall not be responsible for any omission which may be incorporated herein as a result. Signed: ________ Date:. ___ _ Pml Engineering Planning Surveying Construction Services 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/44-0-8183 DATE BY DESCRIPTION REVISIONS APPROVED PRINCIPAL CIVIL ENGINEER R.C.E. NO, 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION PUMP CONTROL SCHEMA TIC AND PANEL EQUIPMENT LAYOUT-3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5201-S SHEET 34 OF 35 f t .., • •• .. ' \ ' • l i I I MB &A YELLOW PLASTIC WARNING TAPE--~ CUT EDGE 3 >---~ 1/ « 1/, 95% COMPACTED - BACKFILL---~7'½</ PVC CONDUITS (PER PLANS) --~½½¾ ~-----NEW SURFACE TO MATCH EXISTING 0 ~--EXISTING SURFACE (TYP) <3) '1::.,_~ 1' 1/, /,'</A 1#7½1/;,1/r,~;;R<~:,,....--#4 REBAR HOOP AT 8' MAX. 1/ (OVERLAP 18" MIN.) h½'½½/h"J~-#4 REBAR, LONGITUDINAL ~=~~~ff:, AT 4 CORNERS (OVERLAP CONCRETE __ ----½½¼'., 0 0...,,-·+1½-S½W,19.L----,t' ENVELOPE " . ,,, . <t>---2" SEPARATION (TYP) 18" MIN.) 1 " CONC. ~ 0 ·_ o~" ~~'---------4 ri~)R-----'$=:;;,;;~~•·;;";;·;;;;;"';;;;;;· ~"~~~--+-3" COVER (TYP) 0.::: 1/,,<0_ 1/. :«0<-0.<.0 :«~y,<_0.(0(. « NOTES: 0 24" MINIMUM COVER UNDER ROADWAYS, 18" MINIMUM • UNDER UNPAVED AREAS. SAWCUT EXISTING SURFACE (NEAREST TO JOINT), SAWCUT TO BE STRAIGHT AND FULL DEPTH. ~------UNDISTURBED EARTH 0 TACK COAT TO. CUT EDGE. CUT TO BE 1 " BEYOND EDGE OF PIT. PROVIDE BASE COURSE UNDER NEW SURFACE THAT ARE ASPHALT. TYPICAL CONDUIT DUCTBANK DETAIL NO SCALE GROUND CONDUCTOR (IN CONDUIT WHERE EXPOSED TO PHYSICAL DAMAGED)---~ GROUND CONNECTION GRADE----- NOT MORE THAN 3" OR LESS THAN 1" WHERE CONCRETE IS IN DIRECT CONTACT WITH EARTH CONCRETE FOUNDATION OR FOOTING " ~~ • " . 4 " CONCRETE DETAIL NO SCALE NOTE: CONDUIT AND WIRE SIZE PER PLANS AND SPEc'S. ~----ELECTRICAL EQUIPMENT GROUND BUS OR LUG --GROUND CONNECTION #4/0 BC 20' OR MORE ENCASED " BONDED TO METALLIC COLD WATER PIPING SYSTEM WHERE AVAILABLE " • " • " #4/0 BC GROUND WIRE (3" MIN. FROM REBAR) GROUND @ MARK BALAN & ASSOCIATES CONSULTING ENGINEERS 19871 YORBA LINDA BLVD., SUITE 105 YORBA LINDA, CA 92886 (714) 970-2000 127-55-150 FINISHED GRA_DE \ MONUMENT CASE WITH 14" "GROUND" LEGEND CAST GROUND CLAMP ___;~1T-'----------~'------'--TT:I!~-INTO COVER. (BOLTED BURNDY TYPE :JJ'ft ~~ COVER W/SST BOLTS) GAR OR TYPE MILLTRONIC XPS 15 SONIC TRANSDUCER 1 B" STAINLESS STEEL MOUNTING CLAMP (TYP.) GP. ANDERSON ELECTRIC TYPES ~-+-+----BARE COPPER CONTINUOUS GROUND WIRE FOR MULTIPLE ROD INSTALLATIONS. SILMILAR TO DETAIL E/E-17 GC-111 OR N GC-115 OR EQUAL---------l_,. BARE COPPER WIRE '---'---+--+---BOLTED GROUND ROD TO FQUIPMENT -'--::--><"'--;,;-=c;,d=='-'71-rn:±;,;8 ~~-~',,'5,=-s,,--1--' GROUNDS _____ ___,,-~' ~~\ 0 ;,; ,., 10 3/4"¢ X 10'-0" COPPER CLAD GROUND ROD--- GROUND ROD AND DETAIL NO SCALE WET WELL ACCESS COVER I ,__ _________ ...,.,... ____ ~--·-------1, f- ::::, (/) 0 f- I f- (.'.) z w _J WIRE TIE (TYP) 1" X 6"L SS NIPPLE PER MFR REQUIREMENT --:::.\r"--r---5/16" SS CABLE W/ AN EYE AND THIMPLE EACH END ,----3/8" SS BOLT & NUT ,~--CUT SLOT FOR TRANSDUCER CABLE 1" SS COUPLl~V~~,] 3" 3" I (NOTE 1) MILLTRONIC XPS 15 SONIC TRANSDUCER NOTE: 1. DIMENSION BASED ON MILLTRONIC XPS-15 SONIC TRANSDUCER ULTRASONIC TRANSDUCER DETAIL @ NO SCALE ~ (TYP. FOR MARINER AND 62ND STREET PUMP STATIONS) WELL @ CLAMP. BURNDY TYPE GAR. ANDERSON ELECTRIC TYPE GC-111, OR EQUAL. 2' SLACK ----- HIGH LEVEL FLOAT SWITCH----~ 1~>--'L' BRACKET (S/S) NOTE: FLOAT SWITCH SHALL BE ROTO-FLOAT TYPE SXXND WITH 30 FEET OF UNDERWATER CABLES WITH ACCESSORIES. LEVEL SWITCH INSTALLATION DETAIL NO SCALE RECORD DRAWING This Record Drawing has been prepared based on information provided by others. PBS&J has not verified the accuracy and/or completeness of this information and shall not be responsible for any omission which may be incoqmrated herein as a resu!L PBSJ Engineering 18022 Cowan., Suite 100A Irvine, California 92614 Phone: 949/660-8600 Fax: 949/440-B183 Signed: ______ Date: __ _ Planning Surveying Construction Services DATE BY DESCRIPTION REVISIONS I ULTRASONIC TRANSDUCER DETAIL NO SCALE (TYP. FOR CHINA COVE PUMP STATION) LEVEL SWITCH 5" STAINLESS STEEL MOUNTING CLAMP (TYP.) DRY PIT FLOOD ALARM DETAIL NO SCALE APPROVED PRINCIPAL CIVIL ENGINEER R.C.l. NO. 46214 DATE APP'D. DESIGNED DRAWN TN TN CHECKED DATE MB AUG 2005 ' ., 17 RECORD DRAWING E-17 C-3585 MARINERS, CHINA COVE AND 62nd STREET WASTEWATER PUMP STATION REHABILITATION ELECTRICAL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT i S-5201-S SHEET 35 OF 35