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7790 I � � rev 6 �1 9 x Qy 4 x '� "rte OF NCINITAS PLANS FOR THE CONSTRUCT � ON OF S }� J f F T FACILITY MOONLIGHIT o m-. _. i ., , 6 ' F ' R EAT kn ENT 51 BEACH�' VALLEY m . FOR VISTA A °AN E ° LOCATION N LEUCAOIA Ll1 COTTONWOO e K LEUCAD A BLVD. EUCAMA THE MA RANCHO STATE SOLANA 2ANTA FE 2F NCOR O CREE REACH BEACH EGO 0 PACIFIC 026 BWt 6D AY � f =- A�re8wvax 'I-OII I' 11 A'AND PROJECT 0 OCEAN a•«,� , AAA � coo � ®AEA AL E MOONLIGHT BEA � � CA" YAL°�iEY C14 was=BEACH OCEAN /aryl N OCEAN MACH SAN DIEGO °' POW o / Low amcrwnren CORONA" MY SHEET INDEX o CAS MATE REQUEZA ST m S 10 MACH s--- SHT DWG TITLE EACH i TIUAlIA x 0 C ® No No 0 N / V I C 11 T-1 TITLE SHEET LOCATION a 2 G-1 GENERAL NOTES, LEGEND & UTILITY NOTES SCALE: N.T.S. 3 G-2 ABBREVIATIONS, NOTES AND DESIGN CRITERIA SCALE: N.T.S. `' 4 C- 1 SITE PLAN cn m 5 C-2 INTAKE DIVERSION SYSTEM PLAN AND SECTIONS 6 C-3 INTAKE PUMP STATION/WET WELL PLAN AND SECTIONS 7 CD-1 CIVIL DETAILS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, o 6 M-9 PROCESS AREA PIPING SCHEMATIC THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 0 9 M-2 PROCESS AREA EQUIPMENT LAYOUT AND PIPING PLAN PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS N 10 MD- 1 MECHANICAL DETAILS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. O 11 E-1 SYMBOLS, ABBREVIATIONS, FIXTURE SCHEDULE AND GENERAL NOTES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT ~ 12 E-2 ELECTRICAL SITE PLAN RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 13 E-3 SINGLE LINE DIAGRAM, SCHEDULES AND NOTES DESIGN. Fy 14 E-4 WET WELL AND PROCESS AREA POWER AND LIGHTING PLANS 15 E-5 DETAILS POST, BUCKLEY, SCHUH & JERNIGAN 16 E-6 CONTROL SCHEMATICS, 1/0 SCHEDULE, AND DETAILS EN CAAS, CA 92024 A, SUITE 53 U / ENCINITAS, CA 92024 (760) 753-1120 BY: DATE: RCE NO.: $6127 EXP. DATE: i2�31�02 QROFESgiQQN O 5 R9 9 0' COMMUNITY `DICE ITV V L T 01) e S `�Z 176 Cale Megdalena No. 46927 m . Encinit.B6• CA r ' / Exp. 1213110,0 P: (760) —120 y �'�Z K/.�c. Z OIL- 9TR OF CM-,\ °o r sr �aviL `P F: (760) 753-0730 APPROVED BY DATE APP-ROAD BY DATE REVISIONS APPROVED DATE REFERENCES DATE C ARK SCALE J.J.C. I T.W.G. J.B.R. AR VALR CITY F r= lTA DRAWING N[7. N BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV WORK PROJECT NO. �I T BEACH CD MONUMENT TOP BRASS DISK Y LOCATION lai INTERSECTION OF HORIZONTAL AS SHOWN DATE BY: BY: ENT FACILITY T®1 � RR & ENCINITAS BLVD. � � �"� ®f R.C.E. NO. ll�g�wZ RECORD 8 U FROM: OFFIC OF EL T- 6 n DCO 31 VERTICAL AS SHOWN _ v '/ ° DATE: DATE, TITLE NAVID N Hei s ENGINEER EXP. SHEET 1 OF 16 CITY I 0 -1131 LEGEND VAL VE & PIPE FITTING LEGEND GENERAL NOTE RIGHT-OF-WAY, LOT LINES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS 12. THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND CONTROL POINT A550 ENGINEERING SERVICE DEPARTMENT FOR ANY WORK WITHIN PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND 685.19 - 900 SCH 80 PVC ELBOW, SIDE THE STREET RIGHT-OF-WAY. COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN SPOT ELEVATION x 71,7.3 THE CONTRACT DOCUMENTS AND SPECIFICATIONS; AND IT IS 2. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT- HIS RESPONSIBILITY TO READ AND REVIEW THIS INFORMATION INDEX CONTOUR 900 SCH 80 PVC ELBOW, DOWN OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED TO HIS OWN SATISFACTION PRIOR TO PERFORMING ANY WORK; PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND THAT ANY DEFICIENT, INCOMPLETE OR INCORRECT WORK INTERMEDIATE CONTOUR AND PAVING. SHALL BE REDONE TO MEET SAID REQUIREMENTS SOLELY AT CONTOUR DEPRESSION 3. �'� - 900 SCH 80 PVC ELBOW, UP THE CONTRACTOR'S EXPENSE. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL FINISH CONTOUR 838 SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR ENFORCE SAFETY MEASURES OR REGULATIONS. THE EXISTING PUBLIC UTILITIES KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL UNDERGROUND GAS LINE G® - SCH 80 PVC TEE, SIDE EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY UNDERGROUND ELECTRIC LINE E MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN AND HEALTH STANDARDS LAWS AND REGULATIONS, UNDERGROUND TELEPHONE LINE T - SCH 80 PVC TEE, DOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 14. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND UNDERGROUND CABLE TV LINE CAT V COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS UNDERGROUND SANITARY SEWER LINE S - SCH 80 PVC TEE, UP 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, UNDERGROUND WATER LINE W WORK TO BE DONE SHALL BE CONFIRMED BY FIELD INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND UNDERGROUND STORM DRAIN LINE S CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE - SCH 80 PVC TANK ADAPTOR LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE SIGN Sign A AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF OWNER AND ENGINEER HARMLESS FROM ANY AND ALL POWER POLE -Opp REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE OF EXISTING FACILITIES. PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING GUY POLE 4, � GUY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE STREET LIGHT #0ST. LT. - MOTORIZED VALVE ACTUATOR, TOP 5. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND OWNER OR THE ENGINEER. ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR REFLECTOR o REFLECTOR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK 15. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS WITH COMPANY REPRESENTATIVES. DAMAGED DURING CONSTRUCTION, IN KIND. Rocks - MOTORIZED VALVE ACTUATOR, SIDE ROCKS 6. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 16. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL STARTING WORK NEAR COMPANY FACILITIES AND SHALL PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, POST POST COORDINATE HIS/HER WORK WITH COMPANY SHRUBS, IRRIGATION PIPING, AND LANDSCAPING DAMAGED REPRESENTATIVES. DURING CONSTRUCTION. MAILBOX o MB - SCH 80 PVC SOCKET FLANGE 17. -KIE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT 7. THE CONTRACTOR SHALL NOTIFY TELEVISION SERVICES PRIOR SHALL BE f0.1 FEET, AS MEASURED BETWEEN COORDINATES. TREE (LINE OR SPOT) Q TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL - SCH 80 PVC BALL VALVE, SOCKET COORDINATE HIS/HER WORK WITH COMPANY 18. HORIZONTAL AND VERTICAL CONTROL FOR DESIGN WAS EDGE OF PAVEMENT EP - - REPRESENTATIVES. BASED ON AS BUILT REFERENCE DRAWINGS. BERM Berm 8. POWER SOURCES AND RUNS SERVING THE FACILITIES SHALL 19. THE ENGINEER PREPARING THESE PLANS WILL NOT BE CURB AMD GUTTER C&G BE SHOWN ON THE AS-BUILT IMPROVEMENT DRAWINGS. ALL RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES RETAINING WALL }\ - FLANGED SCH 80 PVC BUTTERFLY VALVE SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT- TO OR USES OF THESE PLANS. ALL CHANGES TO THESE FENCE X OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF PLANS MUST BE IN WRITING AND MUST BE APPROVED BY ENCINITAS. THE PREPARER OF THESE PLANS. ROCK WALL Rom c�k�Wall 9. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES 20. CONCRETE CLASS PER GREEN BOOK STANDARD SPECIFICATIONS FIRE HYDRANT Boa FH - 1/2" TAPPING SADDLE (PLAN) W/ 1/2" BALL ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. TABLE 201-1.1.2 . GAS METER 0 GM VALVE FOR PROCESS SAMPLING PORT AIR VACUUM VALVE AVo 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY 21. ASPHALT GRADE PER GREEN BOOK STANDARD SPECIFICATIONS WATER VALVE a WV MONUMENT OR BENCH MARK WHICH IS DISTURBED OR TABLE 203-1.2(A). 0TEL MH DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY TELEPHONE MANHOLE OSMH - 1/2" TAPPING SADDLE (ELEVATION) W/ 1/2„ A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 22. CONTRACTOR SHALL PERFORM WORK IN SUCH A MANNER AS 3 SEWER MANHOLE 'WM BALL VALVE FOR PROCESS SAMPLING PORT SURVEYOR. TO NOT DISTURB THE EXISTING CREEK BED OR ALLOW DISCHARGE -a WATER METER 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE OF ANY MATERIALS, LIQUIDS OR SEDIMENTS INTO THE CREEK. ELECTRIC VAULT EV STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 23. ALL WORK, STORAGE, STOCK PILING AND STAGING SHALL TAKE DRAIN INLET s�Dl (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL I PLACE WITHIN THE CITY OF ENCINITAS PUBLIC RIGHT-OF-WAY. n SEWER CLEANOUT SCO PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC O WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO CHAIN LINK FENCE *"-"-KO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO N REGIONAL STANDARD DRAWINGS (LATEST EDITION). PROPERTY LINE - --- - --- UTILITY NOTES CENTERLINE - - - 0 o EXISTING SPOT ELEVATION x 455 1. ALL TEMPORARY PAVING PLACED BY ANY CONTRACTOR, SUBCONTRACTOR OR UTILITY COMPANY SHALL REMAIN / FOR NOT MORE THAN 30 CALENDAR DAYS PRIOR TO PLACEMENT OF PERMANENT PAVING. ALL TEMPORARY r7 O ABOVE GRADE PIPELINE PAVING SHALL BE MAINTAINED CONTINUOUSLY IN ACCORDANCE WITH CITY OF ENCINITAS. rn N (SIZE AND MATERIAL AS SHOWN) 2. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, GUTTERS, SIDEWALKS / BELOW GRADE PIPELINE - OR SURFACING OF STREETS. N (SIZE AND MATERIAL AS SHOWN) O 3. THRUST BLOCKS ARE REQUIRED PER REGIONAL STANDARD DRAWINGS W-17 AND W-18 AS DIRECTED BY THE / ENGINEER. n THRUST BLOCK 4. WHERE AN EXISTING LINE IS TO BE CLOSED DOWN TO COMPLETE IMPROVEMENTS, THE WORK SHALL BE COORDINATED WITH CITY FORCES AND SO NOTED ON THE PLANS. m n 5. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES PRIOR TO STARTING WORK. N REFERENCE A WINGS O N AGENCY PROJECT TITLE DATE LCWD; Encinitas Sanitary District Encinitas Pump Station 4/20/73 Encinitas Sanitary District Expansion Moonlight Beach PS 1/11/89 Department of Public Works 3rd St. Reinforced Concrete Box Culvert 3/6/86 0 O Encinitas Sanitary District Plans For the Encinitas Sanitary District 1951 W > L I I L �O P SOFESS N9 175 Celle KAegdeileona UNAUTHORIZED CHANGES & USES: The engineer preparing these plans Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to No. 46127 m Q will not be responsible for, or liable for, unauthorized changes to or assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons Exp. 1213 02 Encinitee, CA 92024 and property: y g uses of these plans. All changes to the plans must be in writing y; that this requirement shall be made to apply continuous) and not be limited to normal working hours, and construction � and must be approved by the preparer of these plans. contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection P. (7B0) 753-1120 with the performance of work on this project, excepting liability arising from the sole negligence of design professional. rF of one FpP F: (7BO) 753-0730 CALIFORNIA COUNCIL of CIVIL ENGINEERS & LAND SURVEYORS CALIFORNIA COUNCIL of CIVIL ENGINEERS & LAND SURVEYORS I REVISI❑NS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. T.W.G. J.B.R. APPROVALS CI r- E NC:3 MA DRAW NG N❑, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPR❑ WORK PROJECT NO. MOONLIGHT BEACH O MONUMENT TOP BRASS DISK AS SHOWN '• DATE BY BY -OFF TREATMENT FACILITY G 1 LOCATION nc INTERSECTION OF HORIZONTAL RR & ENCINITAS BLVD. ry ' R.C.E. NO. o2 GENERAL �O LEGEND u- RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN bye' DATE: DATES 9 NAVD 88 USG&GS DATUM ELEV 71.386 Encinitas ENGINEER EXP, & UTILITY NOTES SHEET 2 OF 16 N CITY DRAWING NO. 0023-DI ABBREVIATIONS SECMN AND KEY DETAIL EQUIPMENT SUMMARY INTERPRET ABBREVIATIONS USED ON THE DRAWINGS AS DESCRIBED SECTION LETTER OR EQUIPMENT INDIVIDUAL IN A.N.S.I. Y1.1 ADDITIONAL ABBREVIATIONS SHOWN BELOW. DETAIL NUMBER IDENTIFICATION UNIT NUMBER fd AT HORIZ HORIZONTAL X ABBREVIATION 0 DIAMETER HWL HIGH WATER LEVEL X _j XXX—X AC ASPHALTIC CONCRETE ID IDENTIFICATION, INSIDE DRAWING ON WHICH AGG AGGREGATE DIAMETER SECTION OR DETAIL ARV AIR RELEASE VALVE IE INVERT ELEVATION IS LOCATED AWWA AMERICAN WATER WORKS BGF-1 DOUBLE LENGTH BAG FILTER FILTER SIZE = 10 MICRONS ASSOCIATION L LENGTH OR LONG W/ VENT VALVE & GAUGE, PVC, GRADE 1 , TYPE 1 BODY BTM BOTTOM MAX MAXIMUM MCC MOTOR CONTROL CABINET BGF-2 DOUBLE LENGTH BAG FILTER FILTER SIZE = 10 MICRONS CFM CUBIC FEET PER MINUTE MFR MANUFACTURER W/ VENT VALVE & GAUGE, c CENTERLINE MH MANHOLE PVC, GRADE 1 , TYPE 1 BODY CLR CLEAR MIN MINIMUM CMU CONCRETE MASONRY UNIT MECH'L. MECHANICAL BKS-1 BASKET STRAINER, PVC, BASKET PERFORATION SIZE _ GRADE 1 , TYPE 1 BODY, CONC CONCRETE 1 /4 INCH CPLG COUPLING NO. NUMBER SST BASKET N.C. NORMALLY CLOSED d DELTA BKS-2 BASKET STRAINER, PVC BASKET PERFORATION SIZE _ OD OUTSIDE DIAMETER GRADE 1 , TYPE 1 BODY, 1 /4 INCH DF DIFFERENTIAL PRESSURE SST BASKET DIA DIAMETER PE PLAIN END DI DUCTILE IRON PL, P/L PROPERTY LINE HSF-1 REINFORCED FIBERGLASS, FILTER MEDIA SIZE _ DR DRAIN PVC POLYVINYL CHLORIDE, SCHEDULE 80 REINFORCED 48" SIDEWALL FILTER MM DWG DRAWING PW PAVEMENT HORIZONTAL SAND FILTER DWV DRAIN, WASTE & VENT PW POTABLE WATER (STACKED) R, RAD RADIUS EL, ELEV ELEVATION RCP REINFORCED CONCRETE PIPE, 2000-D HSF-2 REINFORCED FIBERGLASS, FILTER MEDIA SIZE _ EOP EDGE OF PAVEMENT REQD REQUIRED 42"Ox 48" SIDEWALL 0.60 MM EQ EQUAL RW RAW WATER HORIZONTAL SAND FILTER EXT EXTENSION RWR RUN-OFF WATER RETURN (STACKED) RWS RUN-OFF WATER SUPPLY FF FINISH FLOOR UVC-1 ULTRAVIOLET LIGHT MINIMUM UV APPLIED DOSAGE _ FLG FLANGE SD STORM DRAIN DISINFECTION UNIT, TYPE 316 75,000 mW—SEC/cm� Cam? FM FORCE MAIN SHT SHEET STAINLESS STEEL CHAMBER PEAK FLOW OF 150 GPM FP FINISH PAVEMENT SPIG SPIGOT A WAVELENGTH OF 254 NM FRP FIBERGLASS REINFORCED SR SQUARE ROUTE ULTRA VIOLET ENERGY PLASTIC SST STAINLESS STEEL, TYPE 316 FSK FLOOR SINK STA STATION UVC-2 ULTRAVIOLET LIGHT MINIMUM UV APPLIED DOSAGE _ DISINFECTION UNIT, TYPE 316 75,000 mW—SEC/cm2 GALV GALVANIZED TB TOP OF BERM STAINLESS STEEL CHAMBER PEAK FLOW OF 150 GPM THK THICK A WAVELENGTH OF 254 NM 3 Tu TRUE UNION ULTRA VIOLET ENERGY N VERT VERTICAL o W WIDE OR WIDTH O W/ WITH WSP WELDED STEEL PIPE N N 0 TYPE 1 F R /—MATERIAL 0 co PIPE DIAMETER FLUID ABBREVIATION O N O DESIGN E PUMP S TA TION U m a PUMP TYPE: SUBMERSIBLE, NON-CLOG, SOLIDS HANDLINGS N CAPACITY: 150 GPM roe 60' TDH EACH O N NUMBER OF PUMPS: 2 MOTOR SIZE: 1 rd 5 HP EACH 0 MOTOR RATING: 480V, 3 PHASE, 60 HZ 0 PUMP SPEED: 3,500 RPM EACH I SOLIDS CAPACITY: 2-INCH I L I L QROFES,3/( 176 CelB Magdalene No. 4612 7 m Q Enofnitae, CA 92024 * Exp. 12131 1020 1p Sjgr CI V IL �P ® P. (760) 753-1120 o F: (760) 753°0730 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.G, T.w.G. J.B.R. APPROVALS 9=1TY C>r— ENC:AP41TAS DRAWING NO, BENCHMARK: CENTERLINE WELL cis PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A77f � WORK PROJECT NO. MOONLIGHT BEACH O MONUMENT TOP BRASS DISK AS SHOWN ' ' DATE BY BY h d FACILITY 2 10 LOCATION Fd INTERSECTION OF HORIZONTAL Q> RR & ENCINITAS BLVD. ' of RECORD FROM: OFFICE OF SDCO T-31 AS SHOWN o o R,C,E, NO. DATE: DATE: ���° '� e ` I TI NOTES N NAVD 88 USG&GS DATUM ELEV 71.386 VERTICAL Encinitas ENGINEER EXP. D DESIGN C �T �A SHEET 0 OF 16 CffY DR . I G NO. 0623-Di f PH i _ _ ----- EXST 10" VCP — -- - I SANITARY SEW�R — ---__— -- _ — SAWCUT EXS, CONC SEE NOTE 6 B ST — —_�--- SIDEWALK, C B & GUTTER _---- MOVE & RE L ____ D CHARGE PIPING I --- -- EXISTING SEWER __ ----- _ - SEE D TAIL 1 WG CD-1 EXST 12" VCP ------------------- / PUMP STATION " - SANITARY SEWER EXST TILLE - I W CONDUI� - (2) Z I 01, I� M TERrS CONC ETE ,BO ES -- P W-11 - -- I RIGHT-OF-WAY S-PVC ----- I mm E TELE �SXST SEWER__-.--- 1 (2) 2" HOT PS r' V ULT _----1 MANHOLE 2" SC TO DIVERSIO PVC RETURN 4" SCH 80 PVC PIPING MIN OFFSET = 1 FOOT, ` --WET WELL, SEE I PIPING MAXIMUM OFFSET = 2 FEET F M TREATMENT MAINTAIN MIN SLOPE OF DWG S`3 0.0050 TO WET WELL I I I FAC ITY, SEE DWG -3 _ EXST EDGE OF � CORE DRILL THRU SIDEWALK EXST CONC BOX I I I \ ` CULVERT & INSTALL PIPE & FRP GRATE, I I I \ J C) SEE DETAIL 4 DWG I I \ `V CD-1 +6 �I ATTACH H DER Fd 130TH END W/ FRP EXST B "Wx6"H REDWOOD II \ CULVERTOX II ` ` \ NGLE, SE SECTION A PROVIDE 3 L G x 2" HIGH 3 TMIS DWG HEADER NOTCH ON BOT M OF HEADER ` I ` FOR BIOLOGICAL G7TIVITY " SCH 80 C ` OF CREEK EATED W TER 1'=of 2"'.' � CAST-IN-PLACE C C DIVERSION RE URN LINE BURIED\ IN S ALLOW RENCH ` SYSTEM, CONN T W/ #4 DOWELS TO I I I \Co ` ( ABOV BOX C LVERT ` \ EXST CONC PREPARE EXST CULVERT CONC SU ACES PER SPECS I I I ENCA TE R RY \ I .. . . .. . .. _ :... I ENCAS PER EC ` �\ 1.0' 6.0 I I I I \ +6" -4� --° 10.1' I 1.0, ` II` ` 13 '2° 3"Wx�i�l � REOVVOC?D HEA R ` I CO E DRIL TH U` ` \ I EX T CON BO \ SEE NOTE 1 ` \ CUL ERT & INS ALL ` I (TYP) I PIPE & FRP GR TE, \� _ ` I SEE ETAIL 4 D G CD-1 S PL N STREAM - INTAKE IV RS ON S LA S AM INTA E DI ERA l� SCALE: 1 2"=1'-0" I ` ` JL S ALE: 1/2„=1,-O” EXST 6'x4' DOUBLE EXST 6'x4' DOUBLE CULVERT CULVERT 3 I I I N —I F- U I I F- 0 rn I I j CAST-IN-PLACE CONC DIVERSION SYSTEM, CONNECT W/ #4 DOWELS TO 0 I I EXST CONC & PREPARE EXST CULVERT o I CONC SURFACES PER SPECS I I J J rn 24" 12 12 2 0 2 0 2 0 J j `> 0 cw 3"Wx6"H REDWOOD I I W �L LL LL LL HEADER I I (2) 1/2" DIA SST I z 0 Cp ADHESIVE ANCHORS m 3" INTO POURED CONC w w – + \ >I DIVERSION SYSYTEM a FF 14.04± - 2"x1/4"x 5"LONG FRP N I ANGLE, ATTACH TO I I 3"Wx6"H REDWOOD (2) 112" DIA x 4" LONG o CONC W/ (2) 1/2" DIA [J6 I I HEADER SST BOLTS, NUTS & WASHERS N SST ADHESIVE ANCHORS T H R U REDWOOD HEADER — — — — — — — � DIVERSION INTAKE O SEE DETAIL 4 DWG ry CD-1 (TYP OF 4) o_ O O I BOX CULVERT MODIFICATION - SECTION CULVERT MODIFICATION - CTION V) SCALE: 1"=1'-0" SCALE: 1"=1'-0" ?FkorESS, 9 NOTES: e. °- 1. "+X" ON PLAN INDICATES HEIGHT ABOVE BOX CULVERT FLOOR No. 46127 ^' _ 175 Cate N9egdel®ne AT THAT LOCATION, Exp. 2 / Q ® Encinitoe. CA 92024 s P olvil 1 �/ R (760) 753-1120 7[ T9rF cA AFC \ F: (760) 753-0730 p REVISIONS APPROVED DATE REFERENCES DATE �NC�"� ARK $�i J.J.C. T.W.G. J.B.R. APPROVALS CATY C)F ENCANITAS DRAW NG NG, BENCHMARK: CENTERLINE WELL ���� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV WORK PROJECT NO, MOONLIGHT BEACH 0O MONUMENT TOP BRASS DISK INTERSECTION OF HORIZONTAL ®LOCATION 0 AS SHOWN DATE BY: BY: TREATMEN T FACILITY C�2 RR & ENCINITAS BLVD. O I I �RSION SYSTEM t(D RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN m © R.C.E. NO. DATE: DATE ���� NAVD 88 USG&GS DATUM ELEV 71.386 ENGINEER EXP, PLAN AND SECTIONS SHEET S OF 1119 CffY DRA H G NO. 0023-Di CAST-IN LADDER RUNGS i i l i PER VAULT MFR I I1 I VALVE OPERATOR c;= /X III i I I iIi ; 4" PVC FLG'D COVER PER SDRSD U 7'_0" C7 SWING CHECK Vt/_12 i t TO TREATMENT___-- I I I i I ij 1 VALVE — N / I FACILITY I i �I j I ill 1 FS EL 19.5 Q 1 1 I I i i / I I I PRE-CAST CONC o o it VAULT W/ 24" DIA 111=III=III i I i i I II I MANHOLE COVER =III=III n D r t 4" SCH 80 PVC II i tI i I I i ), I I J (DISCHARGE PIPING 1 _ III II I VAULTOMFR)G PER SUPPORT AIL _ -� I I�I EXST SIDEWALK _ & FITTINGS )_1 SEE NOTE 2 D U AI t I t I I ) p I ISIOLATION r II I — III i i TO TREATMENT FACILITY GUIDE RAIL V/r\LVE VAULT, III ; IE 16.0 SEE NOTE 2 S DETAIL A 4" SPIG PVC rd (RIGHT ( I I ) GATE VALVE D D TOP SLAB SECTION A-A I > HWLA EL 14.5 RIGHT-OF-WAY II �� \ o . I I II 6'-7 1/4" m \ I a I III EL 11.09 O 0 D HWL EL 13.5 \ ULT IL_ I n PIPE SUPPORT SEE D VA 9 - o ° \� INSIDE FACE OF _ I' _ I11 8p_7"' C DETAIL 3 DWG CD 1 ---WWW 8' LONG RCP 2000-D, WATERPROOF I L I i r0 t d II I 7 PER SPECS, (REINFORCING PER MFR) 'II I II It 6" THK ROCK R -D WATERPR F 5' LONG RCP 2000 00 I I I� i I I BASE MAT'L (PER SPECS) PER SPECS, (REINFORCING PER MFR) 2'-0"" D INTAKE PUMP / yl rn I I I 2' SQ x 2' p \ C" STATION, SEE y rt III i 4" SLUICE GATE W/ EXTENSION \ D�TAIL A raj / r \ \ j j DEEP CRUSHED OPERATOR & COVER (PER SPECS) ROCK FRENCH \ RIGHT �I� ') DRAIN SYSTEM SEE NOTE 4 (PER SPECS) ° LWL EL 8.5 t APPLY WATERPROOFING T WELL ' VIII ; TO WET WELL EXTERIOR IE 8.0 \ _ - - -� - i -' I 1 (PER SPECS) LWLA EL 8.0 W � Ii �4" PVC FROM 5'-O" RCP 9„ ATTACH MOUNTING BOX CULVERT fal 12" DC EA W SLUICE GATE ELBOW BASE & U WAY, TOP & BOT OPERATOR COV R APPURTENANCES PER (TYP) MFR'S RECOMMENDATIONS FF EL 5.5 N S CAT-IN-PLACE CONC D 4 D D D 4 4 D D D d 2 WET WELL FOUNDATION 00 " PVC BALL VA VE W/ I tt ttt tili ) SEE DWG AT RIGHT VALVE WELL FRAME i ill ' o��®o�� O o& COVER PER S R S D 6" THK ROCK � oe� D � 8'-OW-12A & W-12B BASE MAT'L " 9" - I (PER SPECS) SECTION A-A 0 FOUNDATION fd SECTION A-A i t 11 1 4,-0„ t tl t III 1 2" RETURN LINE - - - - - --- t II ) ADD LABEL ON I I OoFoEq I I 4" SCH 80 PVC MANHOLE COVER 0gpU%%I > o I 4"x30° SCH 80 ��� I 2�- INLET PIPING & 2'-0" PER CITY OF ENCINITAS � voodoo��© I Y \ III 4" SCH 8 FITTINGS, MAINTAIN REQUIREMENTS I � OoQOo I o / J a®� L` PVC WYE MIN SLOPE OF / (SEE NOTE 3) I I °V° O ®� (TYP) 0.0050 TO WE — WELL _L \®` �® / CLEANOUT PER / MANHOLE 2COVEOR PIER OD , ' j �,` / SDRSD S-3, TYPE A SDRSD M-2 & M-4 ( L — — — — — — J ,!� _7 �(® o ' / SEE NOTE 1 � h I u' ��� � C �� �_yr'fi,� V GROUTED WALL �\` 1 i4 �, � 7 � EXST BOX _ PENETRATION SEE _ _ CULVERT . o 4 o DETAIL 2 DWG CD-1 — . o . o (TYP) Q0 ',i 4"x45° SCH 11 BILCO DOUBLE D o _! " 1 ; 80 PVC ELBOW WALL PENETRATION ACCESS HATCH cV i SEE DETAIL 2 DWG KD-2, ALUMINUM rrrrrrrrrr rrrrrr CD-1 (TYP OF 7) 3'-6'"x3'-6" m EQUAL) ✓ (OR APPROVED rr rrr rrrrrr rr rrr r,r r„rrrrr, rr,r INTAKE PUMP STATION/WET WELL SITE PLAN \ \ \ a I ( I .;.;.;;.;.;.;. .. %;.;.;.;.;.;.; � � INTAKE SCREEN 5 H P SUBMERSIBLE � - ° SCALE: 1/2” = 1' 0" MOUNTED TO WALL I I PUMP (TYP OF 2) OVER INLET PIPING, _ .......... .. (SEE SPECS) rrr ..rrrrr rrr ... SEE NOTE 1 (TYP OF 4) I r l r I VALVE OPERATOR I / o o I COVER PER SDRSD W-12, ADD LABEL 0 o PER CITY OF ENCINITAS NOTES: ( I REQUIREMENTS 1. TO INSTALL PIPING, CORE DRILL THRU EXST CONCRETE BOX CULVERT & FILL VOID W/ NON-SHRINK GROUT, SEE DETAIL 2,4 & 5 I I I (SEE NOTE 3) L DWG CD-1 & FASTEN INTAKE SCREEN TO EXST CONCRETE W/ 3/8" SST ADHESIVE ANCHORS WHERE APPLICABLE. — 7'-0,.I L Fy 2. INSTALL PUMPS, GUIDE RAILS & SUPPORTS PER MANUFACTURER'S RECOMMENDATIONS & SPECIFICATIONS. I SEE NOTE 5 8'-0" _ O 3. ALL VALVE WELL COVERS, MANHOLE COVERS, & VAULT COVER SHALL BE LETTERED WITH THE WORDS "CITY OF ENCINITAS" TOP PLAN ABOVE & "MBTF" BELOW. SIZE & TEXT STYLE SHALL BE COORDINATED WITH THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT. L L REINFORCEMENT oil WET 4 ANDC PEE AK GATE TO REMAIN FLOW PERIODS PEN AT ALL TIME OF OPERATION. GATE VALVE TO BE CLOSED BY CITY PERSONNEL FOR MAINTENANCE WET WELL I ! j SCALE: 1/2" = 1'-0" Q) TOP SLAB WET WELL 5. INSTALL ULTRASONIC LEVEL TRANSMITTER SYSTEM PER SPECIFICATIONS, INSIDE WET WELL FOR MODULATOR CONTROL OF TREATMENT e BASE SLAB V) SYSTEM CONTROL PINCH VALVE. INSTALL BACK-UP LEVEL FLOATS PER SPECIFICATIONS. PLAN P V�kOBESS/r) a Ra L c � " '® No. 46127 m Q WELL PIN TAIL E.P. 12/31/02 Enoinitla, C.4 02024 P. (760) 753-1120 SCALE: 1/2" = 1'-0" A �r C OP H i'IL F OF F: (760) 753-0730 REVISI❑NS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. T.W.G. J.B.R. APPROVALS CI rY C>r-= ENCANITAS DRAWING NCI, BENCHMARK: CENTERLINE WELL INTERSECTION OF HORIZONTAL city PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPR❑V WORK PROJECT N❑, MOONLIGHT LOCATION fo7 No MONUMENT TOP BRASS DISK AS SHOWN a " DATE I BY: BY: TREATMENT 0 RR & ENCINITAS BLVD. / RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN ® R.C.E. NO. DATE: DATE: INTAKE` �Z 00 NAVD 88 USG&GS DATUM ELEV 71.386 ENGINEER EXP. PLAN AND SECTIONS SHEET 6 OF 1 CITY DRAWING -DI 12" BOTH SIDES OF TRENCH EXCEPT WHEN NEXT TO Q GUTTER, THEN TO LIP OF PVC PIPE PER PLAN FRP MOLDED. SQUARE GUTTER {� MESH PANEL, ' 1" HEIGHT NON-SH(RINK V TRENCH WIDTH N Qw W/ 3/4" MESH, CUT GROUT FILL -JU TO FIT INSIDE FRP =)Q ONE LAYER OF EXPANSION JT U U z� FILLER OR PREFORMED SYNTHETIC FRAME 'S PACK ANNULAR SPACE RUBBER BEARING PAD WHERE EXST Q SEE NOTE 2 WHERE EXST Q W/ NON-SHRINK GROUT AC PAVEMENT < CONC SIDEWALK SUPPORT SADDLE - � :� \ _•: PIPE SIZE PER PLANS SPRT SIZE AS SHOWN U) w BELOW �� °.r: _: ._ . „i. ,..y 1-1/2" COLD PLANE 1 Q 1-1/2" AC OVER a w LLJ CL 150 THREADED 'B' REDUCING FLANGE, � GALVANIZED '� �• :. C� INSTALL PETROMAT a w :.. OR EQUIVALENT A' NON-SHRINK CONC SLURRY z ENCASEMENT GROUT ATTACH TO CONC (PER SPECS) C B0X' CULVERT WALL PVC PIPE L 1-1/4x3/16 FRP EQUAL W% 112° DIAx 3" LONG TRENCH III III 1" MIN LEG ANGLE, MITER & 316 SST ADHESIVE WALL - FUSION WELD fob ISOMETRIC ANCHORS (TYP) CORNERS III . III 3" MIN NON-SHRINK GROUT FILL PER PLAN ANNULAR SPACE BETWEEN BEDDING ZONE GALVANIZED ANCHOR BOLT FRAME & CULVERT FLOOR a PER SDRSD DWG S-4C OR SELF-DRILLING CONC ANCHOR a - III-11I — III W/ STUD AND 2 NUTS & WASHERS EACH, SIZE TO FIT FLANGE - - - - 9" MIN (TYP OF 4) 18" MAX ❑21771S❑ NOTES: Z❑❑❑❑� N O 1111❑❑❑❑ ° ❑❑1111❑❑ ° 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SECTION ❑❑❑❑� 00 AND TRENCH SAFETY, AND SHALL ASSURE THAT AT ❑�❑❑�❑ MINIMUM ALL APPLICABLE OSHA AND OTHER FEDERAL, = L ` UNDER FLANGE ADJUSTABLE SUPPORT _ _ _ _I c� STATE, AND LOCAL REGULATIONS AND REQUIREMENTS APPROXIMATE DIMENSIONS LN INCHES a PERTAINING TO TRENCH CONSTRUCTION ARE MET. PIPE FLG SPRT A B C D E 8 1/2" SIZE OD SIZE MIN a NONj SHRINK 2. BEFORE OVERLAYING AC PAVEMENT TACK COAT EXST L 1-1/4x3/16 FRP EQUAL LEG GROUT FILL. SURFACES BOTH SIDES OF TRENCH 4 9 10 3 2-1/2 9 13 17 ANGLE MOUNTING TABS, FUSION WELD TO FRP FRAME 3. DEPTH OF BURIAL SHALL BE 2' MINIMUM & 4' MAXIMUM. FRONT ELEVATION SIDE ELEVATION TRENCH SECTION GROUTED WALL PENETRATION UNDER EL ADJUSTABLE PI SUPPORT NOTE: DIVERSION INTAKE C E CONTRACTOR TO PROVIDE e� A TOTAL OF TWELVE (12) 3 DETAIL 1 DETAIL DETAIL ORIINSTALLLATION, SIX (6) DETAIL 4 a TO BE STORED AT TREAT- NO SCALE C®1 SITE0001D MOD 3/02 NO SCALE °� PPEN0002D (5/95) NO SCALE °3 PSPR0002D (7 100) MENT FACILITY FOR FUTURE NO SCALE C°3 U REPLACEMENT. O r� O O SAW CUT EXST AC PAVEMENT EXST PUMP STATION REMOVE & REPLACE EXST PERIMETER WALL j AC WHERE APPLICABLE, -Ill I11 _III - III TACK COAT PRIOR TO OVERLAY { c 1 INSTALL PIPE — TRENCH ZONE IN TRENCH SEE 4 RWR PVC zo a . INSTALL PIPE DETAIL 4 DWG CD-1 j 4-RWS-PVC ~ . z IN TRENCH SEE O + DETAIL 5 DWG CD-1 N . III III III III - I – – — — — - - -- - _ -I I I_I I ' — TRENCH III +, WALL _ _ PIPE ZONE ANGLE DOWN ad 4-BWS-PVC . } III III W/ 450 ELBOWS PIPING 00 cn 4" SCH 40 PVCIII _ (TYP) 4:: m ELECTRICAL ~ / PER PLAN BEDDING ZONE CONDUIT PER SDRSD DWG S-4C 3" 3" ". 3rr. .' III=III = Ill No ITYP) ' l TYP) (TYP) 9" MIN ° a ° ° '° oN CONC SLURRY 18" MAX / ENCASEMENT (PER SPECS) N NOTE: = III=III-III IIIfIl�III 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE III III=III III=III— I I ° CD AND TRENCH SAFETY, AND SHALL ASSURE THAT AT ° > MINIMUM ALL APPLICABLE OSHA AND OTHER FEDERAL, O STATE, AND LOCAL REGULATIONS AND REQUIREMENTS CORE DRILL THRU PERTAINING TO TRENCH CONSTRUCTION ARE MET. CONC & FILL VOID MULTIPLE PIPE TRENCH SECTION 2. DEPTH OF BURIAL SHALL BE 2' MINIMUM & 4' MAXIMUM. W/ NON-SHRINK GROUT DETAIL NO SCALE C® QFko ESS/ h co TRENCH SECTION CONCRETE PE IMETER WALL PENETRATION 175 Cale a No. 46127 rmn Q E,p. 12131102 r En®ini , CA 92024 DETAIL 6 DETAIL *T CIVIL 9l P P � CA�� C P: (760) 753-1120 SITEOOOID (9/99) F: (750) 753-0730 NO SCALE C°1 NO SCALE C°1 REVISIONS APPROVED DATE REFERENCES DATE CCU ARK SCALE J.J.C. T.W.G. J.B.R. APPR VAL � I DRAWING NEI, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROV WORK PROJECT NO. LIGHT MONUMENT TOP BRASS DISK AS SHOWN = O DATE BY BY FACILITY CDC'' LOCATION fo7 INTERSECTION OF HORIZONTAL R .n£ RR & ENCINITAS BLVD. s RECORD FROM: OFFICE OF SDCO T-31 AS SHOWN j ? ' o R,C:E NO. DATE DATE NAVD 88 USG&GS DATUM ELEV 71.386 VERTICAL ENGINEER I IL IL N Encinitas EXP. SHEET t OF 16 CITE DRAWING NO. 3-DI i d J J a WET WELL VALVE VAULT 4" CKVUu4" Gv -RWR-PVC 4" CKV 4" GV ® BLVT.U. C� N.C. > 4-RWR-PVC N _ 4-RWR-PVC (TYP.) > EXISTING DOUBLE 0 REDWOOD 4" SLIDE REDWOOD , 6'x4' CONCRETE HEADER GATE HEADER _ BOX CULVERT — — — — — — — — — — — — — I CREEK CREEK FLOW_ _ _ _ _ FLOW SUBMERSIBLE SUMP PUMPS 4-RWS-PVC 4" PRESSURE M 2-BWS-PVC REDUCING VALVE 4-BWS-PVC BACKWASH �_____._ —_ METER SUPPLY 4" BACKFLOW 2-BWS-PVC (FROM EXST 12" PW) PREVENTER METER DP 1" T.U. BLV X F-m-1 ti N.C. O Z V m SAND - — 4° PINCH M m FILTER M VALVE 4" BFV N C) BGF-t ro r > c- HSF-1 4" BFV (I a� BLV T.U. M N.C. CJ 4'° BFV 1" T.U. m > 1" T.U. l BGF-2 BLV BLV, N.C. 4'° BFV 3" BFV 3" BFV rr c� M SAND w 2 T.U. FIL ER BASKET BASKET 0 BLV C) M 4" BFV / 4' BFV<J > STRAINER O m N.C. HSF-2 N.C. U _ 7 BKS-1 Q Q BKS-2 p7 4" BFV 4" BFV 4" BFV pp o_ /� / ( N 2" T.U. > Q 1" T.U. F 7 l j BLV N a BLV 1-VNT-PVC j 3" BFV 3" BFV ULTRA-VIOLET STERILIZER ULTRA-VIOLET STERILIZER .C. p x 2" T.U. x BLV T.U.U x BLVT.U. N UVC-9 UVC-2 [� p BLV N.C. N.N.C. cc DP 4" BFV U 4-RWS-PVC 4-BYPASS-PVC � 4-RWR-PVC 4" BFV 4" BFV 'd U) co N.C. CO , U v > 4" BFV 4" BFV 4" BFV 1 , 4-BYPASS-PVC N O m p N.C. N.C. > > N.C. N C_ d z z Q 0 r T 1-DRN-PVC 4-DRN-PVC BACKWASH & FILTER V_ POT -- DRAIN TO SEWER Fy n O O L L ?p,O BESS/0 '� 9 .E c @ . 176 Celle Magdalena o. Exp. 12 131102 En®init e, CA 92024 " P: (760) 763-120 qrF OF am-\F F: (760) 763-0730 p REVISIONS APPROVED DATE REFERENCES DATE SCALE T.W.G. J.B.R. APPROVALS CITY OF ENCINIT DRAWING NCI. BENCHMARK: CENTERLINE WELL City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE WORK PROJECT NO. MOONS BEACH C-4 MONUMENT TOP BRASS DISK AS SHOWN DATE BY: LOCATION Fla BY RUN-OFF THE UTY INTERSECTION OF HORIZONTAL ; RR & ENCINITAS BLVD. ` ®£ M ® RECORD FROM: OFFICE OF SDCO T-39 AS SHOWN ® o R.C.E. NO, DATE DATE; �` PROCESS ARE _ NAVD 88 USG&GS DATUM ELEV 79.386 VERTICAL , w Encinitas ENGINEER EXP. PIPING SCHEMATNC SHEET 8 OF loll N CITY DRAWING NO. 0623-1)1 24'-0°' MAXIMUM ENCLOSURE LENGTH 10'-0'° MAXIMUM ENCLOSURE WIDTH I 4-RWR-PVC 4-RWS-PVC 4-RWS-PVC SAND 4-DRN-PVC J (FROM UV) (TO CULVERT) FILTER HSF-1 'o _ O 4-BWS-PVC 4-RWR-PVC—•--_® 4-RWS-PVC SAND 0 �, 4-RWS-PVC FILTER ULTRA (TO UV) J VIOLET J J _ HSF-1 CHAMBER w 4-RWR-PVC (FROM PVC UVC-1 ° Z - - - - - - - - -- - - - - (FROM BAG cn BAG BAG 4-BYPASS- V o BASKET BASKET FILTERS) O FILTER FILTER ° - STRAINER STRAINER U BGF-2 BGF-1 BKS-2 BKS-1 4-BWS-PVC III w w l 4-RWR-PVC 4-DRN-PVC g J 1 - 7Z/OA - - ° o (TO SEWER ULTRA MANHOLE) x VIOLET 4-RWS-PVC ENCLOSURE CHAMBER SEE NOTE 4 0 MPLING UVC-2 � 4 / -P T BWS VC SAND PORT SAND 4-RWS-PVC FILTER (TYP OF 5) FILTER HSF-2 1 2K HSF-2 I CONC SLURRY - - - - - - - - - - 1 fi ; ENCASE PER PLAN -- - - ® -- - 4-RWS-PVC I I I I I I I I I I I I I I I 4-RWR-PVC 4-BWS-PVC 4" ELEC - - - - - FROM PW CONDUIT - - � -±- , M1 -nY - - 4-DRN-PVC a SUPPLY) I �TO SEWER MH „ . .:. :: . ... ..:...::: .:.. :: ... �_ 010 .. PROCESS A NCL U SECTION :. .�. :..:: .... .. . ::.:..::.:. ._ ..: . � . ��...:;..:,. ... . ., .. : . .._ ._..: : .,.. ,. , ..:.:.: ..: PROCESS AREA ENCLOSURE - SECTION SCALE: 3/4" : 1°-0" 4-BWS-PVC SCALE: 3/4'° 1'-0°° 4" ELEC CONDUIT 4-RWS-PVC ' (TO CULVERT) 4-DRN-PVC LCONC SLURRY ENCASE PER PLAN --'-� —T-- — _ N 4-BWS-PVC =r_ ®— _-- 4-RWR-PVC -r-------------------i�-!-z"7 r ----- r---r-------------------------------�- �E -----------= -------(FROM INTAKE -�- -I---- — -- - - - i�-�- -------------®--—-----— + _�� --_ PUMP STATION) -------� r 1-DRN-PVC 4-RWS-PVC I I ' I I r=y L - / III I � ICI 4" PINCH VALVE ) I I BAG BAG I I 1-DRN-PVC I I o FILTER FILTER if i I ° NOTES: o i ! VIII BGF-2 r BGF-1 i l 2 DRN PVC 1. CONTRACTOR SHALL PROVIDE ALL REQUIRED EQUIPMENT, PIPING, VALVES & APPURTENANCES WITHIN ALLOWABLE ENCLOSURE SPACE AS SHOWN ON THIS SHEET. NO DEVIATIONS OF FLOOR DRAIN MAXIMUM ALLOWABLE FACILITY DIMENSIONS WILL BE ALLOWED. THE LAYOUT SHOWN IS ON SELECTED EQUIPMENT. ALL COSTS ASSOCIATED WITH CHANGES TO THE LAYOUT WILL o/ SAND ( BE BORNE SOLELY BY THE CONTRACTOR. N I FILTER o ° I I BASKET " 2. SEE PROCESS AREA PIPING SCHEMATIC FOR PIPE SIZES, MATERIALS, ADDITIONAL EQUIPMENT T STRAINER & OTHER ITEMS NOT SHOWN ON THIS DRAWING. EQUIPMENT LOCATIONS AND PIPE ROUTES Hill 4-RWR-PVC BKS-2 SHOWN ARE INTENDED TO ILLUSTRATE GENERAL CONFIGURATION OF PIPING, VALVES & EQUIPMENT. I I a EXACT EQUIPMENT LOCATIONS AND PIPE ROUTES MAY VARY TO BETTER SUIT FIELD CONDITIONS, 4-RWS-PVC _ _ ` ;- BASKET PIPE SUPPORT LOCATION, ETC. � I I STRAINER 3. MOTORIZED VALVE ACTUATORS SHALL BE INSTALLED WHERE REQUIRED FOR AUTOMATIC ° BACKWASH OF SAND FILTERS. PINCH VALVE SHALL ALSO BE OPERATED BY A MOTORIZED MINI POWER 4-RWS-PVC VALVE ACTUATOR. ALL OTHER VALVES IN TREATMENT FACILITY SHALL BE HAND OPERATED. II ZONE o CLEARANCE REQ'D ULTRA -- - - 4. MOTORIZED VALVE ACTUATORS NOT SHOWN IN SOME VIEWS FOR DRAWING CLARITY, FOR CONTROL VIOLET CONTRACTOR SHALL VERIFY ANY POSSIBLE INTERFERENCE AND ADJUST PIPE ROUTES PANEL ACCESS CHAMBER ACCORDINGLY. Q iJ ¢ (MIN OF 4 FEET I I BOTH DIRECTIONS) I UVC-2 _ _ _ 4-RWS®PVC 5. ALL PIPING IN THIS ENCLOSURE SHALL BE SUPPORTED PER SPECIFICATIONS AND PER 1 DETAILS 1, 2, & 3 SHOWN ON DRAWING MD-1. 0 I I STARTER PUMq CLEARANCE REQ'D I I PUMP CONTROL NO. 'I FOR UV CHAMBER I 6. FOR ENCLOSURE MODEL AND TYPE, SEE SPECIFICATIONS. a- PANEL--\ --- ����� - - - MAINTENANCE 0 (MIN LENGTH OF 7. INSTALL FIVE (5) SAMPLING PORTS IN LOCATIONS SHOWN ON DRAWINGS. PORTS SHALL 4°RWS-PVC UV BULB) INCLUDE TAPPING SADDLE W/ 1/2" STAINLESS STEEL REINFORCED OUTLET, 9/2" SCH 80 PVC Q) 4-DRN-PVC �- - - - - - - - - - - _ J BALL VALVE & APPURTENANCES. (TO SEWER U) MANHOLE) I p ® 8. NEC REQUIRES A MINIMUM 4-FOOT CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS. CONTRACTOR SHALL PROVIDE THIS CLEARANCE WHEN LOCATING EQUIPMENT AND PIPING J 9Ek FESS/- 9. CONTRACTOR SHALL PROVIDE MINIMUM REQUIRED CLEARANCE FOR REPLACEMENT POWER SUPPLY s OF ULTRA VIOLET BULBS. Q 915 C®� M®gdd STARTER PUMP PANEL Expo 12/31/02 m Enolnt®e CA 24 N®, 2 C T L N N (760) 753-11217 SCALE: 3/4'° _ 1'-®" rgTF of cA�F°P�� F: (760) 753-07 DESIGNED BY DRAWN BY �y p REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. T.W.G. J.B.R. APPROVALS CI TY C)F= ENC:1NITAS DRAWING NO, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AOV WORK PROJECT NO. T BEACH N MONUMENT TOP BRASS DISK °4 ° LOCATION na INTERSECTION OF HORIZONTAL AS SHOWN DATE : BY: BY: PPR ° F TREATMENT F ILITY -2 r) RR & ENCINITAS BLVD. of RECORD FROM: OFFICE OF SDCO T-31 AS SHOWN ' ' ` R.C.E. NO, : DATE: DATE: �18�a2 PROCESS AREA _ NAVD 88 USG&GS DATUM ELEV 71.386 VERTICAL Encinitas ENGINEER EXP, EQUIPMENT LAYOUT AND PIPING PLAN SHEET g OF 96 N CITY DRAWING NO. 0023-DI F 316 SST STUD BOLT, MIN ALUMINUM CHANNEL (TYPE 6051-T6) 6" MIN, 1/2°' DIA (FOR PIPES 6" DIA), LENGTH TO SUIT. 5/8°° DIA (FOR PIPES 10" DIA), MIN BAR 1 9/2 x 1/4 316 SST PIPE CLAMP WHEN 3/4°' DIA (FOR PIPES 12°' DIA) USED W/ PVC PIPE, PROVIDE TYPE 316 SST W/ TWO (2) HEX NUTS IN ALUMINUM SHIELD AROUND 'U° BOLT, NUTS & WASHERS SST HOSE CLAMP CONIC ANCHOR (TYR) PIPE AT CLAMP W/ LOOSE FIT AND 1/8°' NEOPRENE PAD 1/8°'% 6°° WIDE �1 ALUMINUM PLATE FACE OF PRE-FABRICATED ROLLED TO MATCH PIPE 1/8'° NEOPRENE PAD SURFACE OUTSIDE DIAMETER WITH 1 0 n- 1/8" NEOPRENE PAD �j TALL AROUND) I 1/4" MINIMUM BENT PLATE ALUMINUM (6061-T6) ALUMINUM PLATE ROLLED TO MATCH PIPE ALUMINUM PIPE ® U- (6061-T6) 7/16 (TYPE 6051-T6) OUTSIDE DIAMETER N 0_L_ � 11/2°' MIN GROUT 1°° GROUT � � 11 FINISH ALUMINUM BASE PLATE — I (6061-T6) I `a 316 SST ANCHOR BOLTS LEVELING NUTS, W/ CONCRETE ANCHOR 4� TYPE 316 SST TO SUIT TYPE 316 SST ADJUSTING NUTS CONCRETE ANCHOR BOLTS (ADJUST BEFORE GROUTING) 1 ST C NO SCALE NO SCALE 3 NO SCALE 2 0 w V4 i .N PVC o ® PIPE M a 0) PVC WATERSTOP WALL FLANGE. C'4 PVC WELD AT CENTERLINE OF WALL THICKNESS = 1/2°° 0 DIAMETER OD + 3" N cn CORE DRILL THRU EXST MANHOLE, m FILL VOID W/ NON-SHRINK GROUT a 04 0 0 0 0 PIPE PENETRATION THRU MANHOLE WALL U NO SCALE v _ 175 Celle Magdalene N®. 46127 Q Encinitee, CA 92024 12/91 P: (760) 753-1120 P0 F: (760) 753-0730 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. T.W.G. R. APPROVALS ' T=Y C:)F= ENC.::INITAS DRAWING NEI, N BENCHMAR* CENTERLINE WELL City PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPR❑V WORK PROJECT NO. MOONLIGHT BEACH 0 MONUMENT TOP BRASS DISK AS SHOt °` DATE ' Y' BYB F TREATMENT q LOCATION � INTERSECTION ®F HORIZONTAL �""- ®!® 1 � RR & ENOINITAS BLVD. � � LL RECORD FROM: OFFICE OF SDCO T-31 0.S SHOWN 4 R,C,E® N11 NAVD 86 USG&GS DATUM ELEV 71.386 VERTICAL Encinitas ENGINEER E%P, IDATD DATER MECHANICAL IL SHEET I® OF 16 C4 CITY DRAWING NO. 0023-DI SYMBOLS ABBREVIATIONS A AMPERES, AMMETER (N) NEW �} '1` NORMALLY OPEN PUSHBUTTON, AC ALTERNATING CURRENT N NORMAL A �� TRANSFORMER CONNECTION $3 TOGGLE SWITCH, 3—INDICATES 3—WAY � o— AF AMPERE FRAME N/A NOT APPLICABLE (DELTA—WYE W/GROUNDED NEUTRAL) MOMENTARY TYPE AFF ABOVE FINISHED FLOOR NC NORMALLY CLOSED �J INCOMING LINE ��� FLEXIBLE CONDUIT CONNECTION A AMPERES INTERRUPTING CAPACITY NO NORMALLY OPENCT "O AR R ALARM RELAY o— PRESSURE SWITCH AT AMPERE TRIP NTS NOT TO SCALE LINE SWITCH DISCONNECT — (30A, 3 POLE UNLESS ® GROUND WELL AWG AMERICAN WIRE GAUGE OC ON CENTER NF OTHERWISE NOTED) NF INDICATES NON—FUSED o— FLOAT SWITCH OL'S OVERLOADS BC BARE COPPER CONDUCTOR KWH KILOWATT HOUR METER O GROUIND ROD 3/4° X 10'-0" COPPER CLAD BKR BREAKER P POLE, PHASE (UNLESS OTHERWISE NOTED) 70 INDICATES TRIP � (® NORMALLY OPEN CONTACT CB CIRCUIT BREAKER PB PULL BOX, PUSH BUTTON THERMAL MAGNETIC BREAKER, PCP PUMP CONTROL PANEL 1 70A J� JUNCTION BOX OR CONDUIT FITTING PE PHOTOELECTRIC CONTROL J 3P SIZE, 3P INDICATES N0. OF POLES, MCP INDICATES CO CONDUIT ONLY MAGNETIC ONLY (MOTOR CIRCUIT PROTECTOR) — NORMALLY CLOSED CONTACT CONT CONTROL PFR POWER FAILURE RELAY CR CONTROL RELAY PNL PANEL OM O2 METER, MOTOR (NUMBER INDICATES HORSEPOWER) CU COPPER PRI PRIMARY CONDUIT RUN, EXPOSED 0 INDICATING LIGHT PROVIDE FURNISH, INSTALL & CONNECT G — GREEN, R — RED PVC POLYVINYL CHLORIDE — — — — — — CONDUIT RUN, IN SLAB OR BELOW GRADE (10) CONDUIT RUN, FULL STROKE DESIGNATES PHASE WIRE, DC DIRECT CURRENT PWR POWER HALF STROKE INDICATES NEUTRAL WIRE, CONDUIT FILL DET DETAIL — * CONDUIT BENDS AWAY FROM OBSERVER PER CODE OR MIN. SIZE CONDUIT AS PERMITTED ON ETM ELAPSED TIME METER DIAG DIAGRAM R RELAY PLANS OR SPECIFICATIONS. NUMBER ABOVE CROSSED REQD REQUIRED LINES INDICATES WIRE SIZE OTHER THAN #12 (E) EXISTING RGS RIGID GALVANIZED STEEL CONDUIT CONDUIT BENDS TOWARD OBSERVER O EL ELEVATION (10) TD TIME DELAY RELAY, R — CONTROL RELAY ENCL ENCLOSURE/ENCLOSED CONDUIT HOMERUN TO PANEL "A" NUMBER SCE SOUTHERN CALIFORNIA EDITON CO. D— CONDUIT RUN — CHANGE IN ELEVATION _ CIRCUITS 1 & 3 (COMMON NEUTRAL) EQUIP EQUIPMENT SCH SCHEDULE A-1,3 ETM ELAPSED TIME METER SEC SECONDARY, SECONDS H O REFERENCE NOTES, NUMBER INDICATES EXIST EXISTING SEL SELECTOR G GROUND WIRE OR BUS NOTE NUMBER SF SEAL FAILURE FIN FINISHED SH SHIELD 0 HAND/OFF/AUTO SEL. SWITCH FLEX FLEXIBLE SPEC SPECIFICATIONS o SF SEAL FAIL SWITCH FUT FUTURE SPOT SINGLE POLE, DOUBLE THROW TRANSFORMER oA SPST SINGLE POLE, SINGLE THROW G GREEN GROUND CONDUCTOR SS SELECTOR SWITCH GALV GALVANIZED SW SWITCH _ TS TEMPERATURE SWITCH GND GROUND CONDUIT SEAL FITTINGS GEN GENERATOR T1 TRANSFORMER NO. 1 ® COMBINATION MAGNETIC MOTOR STARTER TB TERMINAL BLOCK HP HORSE POWER TDAE TIME DELAY AFTER ENERGIZATION HT HEIGHT TDR TIME DELAY RELAY HZ HERTZ (CYCLES PER SECOND) TEL TELEPHONE HOA HAND/OFF/AUTO TOAE TIME TO OPEN AFTER ENERGIZATION TRANSF. TRANSFORMER FIXTURE SCHEDULE ICTO INSTANTANEOUS CLOSE TIME TS TEMPERATURE SWITCH DELAY OPENING TYP TYPICAL JB JUNCTION BOX UG UNDERGROUND UON UNLESS OTHERWISE NOTED KVA KILO VOLT—AMPERE V VOLTS KW KILOWATTS VA VOLT—AMPS KWH KILOWATT HOUR FIXTURE SCHEDULE W/ WITH L LOAD WM WATTMETER LS LEVEL SWITCH (FLOAT) W/0 WITHOUT TYPE DESCRIPTION MOUNTING VOLTS N0. OF LAMP TYPE TOTAL MANUFACTURER AND REMARKS LTG LIGHTING WP WEATHERPROO F LAMPS WATTS CATALOG NUMBER LOS LOCK—OUT—STOP XFMR TRANSFORMER PENDANT/WALL MOUNTED FLUORESCENT FIXTURE, 8' LONG PENDANT/ 120 2 F96T12/HO 220 LITHONIA CAT. # WRAP AROUND M MOTOR A HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WALL 800 MA DD-296HOA—WLF FIXTURE MAX MAXIMUM WITH HIGH IMPACT ACRYLIC DIFFUSER, WITH CAPTIVE STEM HANGERS, OR MTG. HT. 8' AFF. MCP MOTOR CIRCUIT PROTECTOR LATCHES, COMPLETELY GASKETED AND ENCLOSED MIN MINIMUM SUITABLE FOR WET AND CORROSIVE LOCATIONS. MTD MOUNTED MTG HT MOUNTING HEIGHT MS MOTOR STARTER MSC MANUFACTURER SUPPLIED CABLE WALL MOUNTED EMERGENCY LIGHTING UNIT WITH 5 CELL, WALL 6V DC 2 PAR 36 50 EXIDE CAT. # WITH WALL 6 VOLT POCKET TYPE NI—CAD BATTERY WITH CHARGER 101-582-0009-5 BRACKET B ALL ENCLOSED IN AN 18 GAUGE STEEL CASE WITH 2-25 MODEL NAS-5, GENERAL NOTES 2/25 WATT SEALED BEAM LAMPS COMPLETE WITH DROPOUT OR EQUAL CIRCUIT, CHARGER CONTROL, SIGNAL LIGHTS, SWITCHES AND METER SUITABLE FOR 120 VOLTS, 1 PHASE A.C. 1 . ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH 5. TEST ALL PARTS, CONNECTIONS AND COORDINATE WITH ti NATIONAL ELECTRICAL CODE, LATEST EDITION AND LOCAL RULES EQUIPMENT MANUFACTURER AND DEMONSTRATE TO AND REGULATIONS OF GOVERNING AUTHORITIES. OWNER THAT THE EQUIPMENT OPERATES PROPERLY. a NOTE: ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING 2. ALL MATERIALS SHALL BE NEW AND SHALL BE AS SPECIFIED. 6. USE FLEXIBLE LIQUIDTIGHT CONDUITS FOR SHORT TYPE LAMPS AND BALLASTS. ALL MATERIALS SHALL BE UL LISTED FOR THE INTENDED USE. TERMINATIONS SUBJECT TO VIBRATION. 3 a �LOfESS/p�', 3. CONTRACTOR SHALL VISIT THE SITE, DETERMINE ALL WORK 7. ALL WIRING SHALL BE COPPER, SIZES AS NOTED. Quo�5 s /o�q/F TO BE DONE AND FIELD CONDITIONS AFFECTING THE WORK P 9y AND THE COST THEREOF AND INCLUDE THEM IN HIS BID. 8. VERIFY EXACT LOCATION OF ALL EXISTING UNDERGROUND No. 46127 m ns celg r.�eedeler,e --- No UTILITIES BEFORE EXCAVATION. ANY DAMAGES DONE TO Exp. 12/31/02 a o Endritee, CA 92024 MB MARK BALAN & ASSOCIATES E res 06 4. CONDUITS INSTALLED IN EXPOSED LOCATIONS, SHALL BE EXISTING UTILITIES SHALL BE REPLACED, OR REPAIRED, m, e �r ° • P. (760) 753-11L0 Q A/'1 CONSULTING ENGINEERS qr� 1 Viy � (X 4540 KEARNY VILLA ROAD,SUITE 221 crR �� PVC COATED, RIGID GALVANIZED STEEL CONDUITS. PROMPTLY AT THE EXPENSE OF THE CONTRACTOR. Op LNF° F: (760) 753-0730 SAN DIEGO,CALIFORNIA 92123 F OF �L1E i (858)292-5900 127_43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MB TN MHB APPROVALS CITY OF ENCINITAS DRAWING N0, a BENCHMARK: CENTERLINE WELL Clty PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPIRROV WORK PROJECT NO, MOONLIGHT BEACH mocnMlori wT BRASS riory of HORIZONTAL As SHOWN of DATE BY; BY: RUN-OFF TREATMENT FACILITY E_1 ti RR & ENCINITAS BLVD. , . R,C,E, NO. TSB/� SYMBOLS ABBREVIATIONS m NAVDR 8 SG&GSF DATUM FE SEV 1.3861 VERTICAL AS SHOWN r ENGINEER DATE, DATE > > Encinitas EXP, FIXTURE SCHEDULE AND GENERAL NOTES SHEET 11 OF 1s 0 CITY DRAWING NO. 0023-DI 1 HV- 1 EXIST. MCC TA S B Lv D , (BELOW) 1 RUN CONDUIT EXPOSED I E N C � ' _- j WITHIN PUMP STATION j EXIST. TELEMETRY (NP.) I i } PANEL 2 100 { f iL- k / 108 y 1 it \ \ POWER PANEL / it EXIST. VAULT i ' \\ \ ' PP-1 ' 11 \ \ I PUMP CONTROLLER 111 107 it MINI POWER ZONE i I rn, MPZ, 1 102 104 i i 10 111 I } � } __ ,, tt) ,�y u 107 111 Y , _ -_$ -- SIGNAL HANDHOLE /% TREATMENT AREA WET WELL COLLECTION ;� jj 4 j (11H X 17" X 12"D) ENCLOSURE BASIN W/ PUMPS „ „ I PROCESS AREA +jiy I }C� %% SEE DWG. E-4 1 1 ELECT. HANDHOLE 102 104 { 107 111 'EHH-1' °'° 107 111 TERMINAL BOX (NEMA 4X) } (11 " X 17" X 12"D) i i '�, � (24" X 24" X 12"D), SEE DWG. E-4 (MOUNT ON HEADWALL) } } ,',M' ; it ` 102A 104A I n t_ 102 104 1 'i 111 i,l jj DENSE TREES L It � „ n p ° ..'u. .. „ ,°° °° ° °s °°° i it zz .... ° / / `— �r_ / % I N Q m LP LP m 0 L d NOTES SITE PLAN 1O IN EXISTING MCC, PROVIDE NEW MATCHING 70A, 3P SCALE: 1/8" = 1 '-0" CB WITH NEW DOORS ETC., TO PROVIDE FEED TO ESSi ACCORD NGLYPANEL 'PP-1' AND DESIGNATE ��Q' �e a q, a 176 Cde N> >e N > ' r, No. 46127 m Es42 �n'�� 2O UTILIZE EXISTING SPARE INPUT FOR COMMON FAIL E.P. 12131102 Enanitse, CA 92024 MB MARK BALAN & ASSOCIATES Tres INDICATION VIA EXISTING TELEMETRY SYSTEM. * �t of • & P. (760) 1120) 763- Q A �.� /�� Q, s�glF CONSULTING ENGINEERS VI L� `P A 4540 KEARNY VILLA ROAD,SUITE 221 y FCTR\C CF P: (760) 763-0730 SAN DIEGO,CALIFORNIA 92123 OF CAt i (858)292-5900 127_43-FINAL DESIGNED BY 1 DRAWN BY I CHECKED By REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MB rN MHB APPROVALS CITY OF ENCINITAS DRAWING NO, BENCHMARK: CENTERLINE WELL City PLANS PREPARED UNDER SUPERVISION ❑F RECOMMENDED APPROV WORK PROJECT N❑. MOONLIGHT BEACH MONUMENT TOP BRASS DISK AS SHOWN %'. DATE BY; BY, RUN-OFF TREATMENT FACILITY E_ RRC& ENCINITAS BLVD.INTERSECTION OF H❑RIZ❑NTAL Of ti RECORD FROM: OFFICE OF SDCO T-31 AS SHOWN R.C.E. N❑, DATEi DATE: NAVD 88 USG&GS DATUM ELEV 71.386 VERTICAL Encinitas ENGINEER ExP ELECTRICAL SITE PLAN SHEET 12 OF 16 0 CITY DRAWING NO. 0023-DI EXIST. MCC AT PUMP STATION POWER PANEL 'PP-1 ' Z BLDG TREATMENT AREA LP TR MPZ MPZ 60A, 3P, CB. - - - - - - - - - - - r- - - - - - - - - - - - - -I- - - - - - - - - - - - -I- - - - - - - - - - - - - NAMEPLATE FEE — MTG MAIN r100 AMP. 480V 3 PHASE, 3 WIRE, 30,000 AIC I I BUS AMPS 100A VOLTS 120/208V, 3PH, 4W FEEDER _ 106 AT PP-1 WATTAGE OUTLETS 20A, 1P, U.O.N. OUTLETS WATTAGE I 1 1 2 3 j 4 1 5 1 DESCRIPTION A B C LTG RECMISC 10,000 AIC LTG RECMISC A B C DESCRIPTION 30PA O I I 1730PA I 1230P i l 30P I / 30F ) 30P UV-1 1500 1 1 2 2 360 RECEPTACLES I I JJ I JJ I J I / I I UV-1 1500 1 3 4 1 500 MOV-1 I ( I I 1 I I PUMP CONTROL PANEL 500 1 5 6 4 800 LIGHTING - - - - - - J I I I I I 1 EMERGENCY LIGHTING 50 1 7 8 SPARE I I I I j SPARE 9 10 SPARE I I I I 1 1 12 1 500 ALIT. BACKWASH CONT. PNL. I SPARE GND I ( ( I 13 14 i BUS I I I 15 16 100 I- - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - -I- - - - - - - - - - - J 21 22 101 103 23 24 O w 105 106 CONNECTED LOAD 1550 1500 500 5710 360 500 1300 CONNECTED LOAD v v1 I FUTURE LOAD 9290 FUTURE LOAD CO o� 0 A LOAD 5000 A LOAD N 102 104 0 B LOAD 5000 B LOAD E C LOAD 5000 C LOAD Z*t= Of TERMINAL BOX UV MINI TOTAL LOAD 15000 POWER CONTROL ZONE 12 KW +LCL 3 KW= 15 KW AT 208 VOLTS 3 = 41 .6 AMPS 102A 104A MODULE MPZ' v o 5 5 0 00 Z Z DO Q ( J W X X 2i O O O ONXa- W L`' N Z Z N sir 1- CONDUIT CABLE o ® Z o 0 W o ITEM REMARKS FROM VIA TO _ o Ld N0. NO. SIZE QTY. SIZE CL. O_ N U z a d im a N a N a E `r' r) a -J 1 100 1 " 3/1 #4/#6 EXIST. MCC UG POWER PANEL 'PP-1 ' POWER + 1 8 GND. 2 3 101 3 4" 3 1 12 12 PP-1 - STARTER FOR P-1 POWER + 1#12 GND. 4 SINGLE LINE DIAGRAM 5 102 1" 3 1 10 12 STARTER FOR P-1 - TERMINAL BOX AT WET WELL POWER + 1#12 GND. NO SCALE 6 6 #12 STARTER FOR P-1 - TERMINAL BOX AT WET WELL CONTROL + SPARES 7 8 102A 1" - MSC TERMINAL BOX AT WET WELL - MOTOR FOR P-1 MSC 9 _ POWER + 1#12 GND. 10 103 3/4" 3 1 #12/#12 PP-1 STARTER FOR P-2 11 12 104 1 " 3 1 #10/#12 STARTER FOR P-2 - TERMINAL BOX AT WET WELL POWER + 1#12 GND. 13 6 #12 STARTER FOR P-2 - TERMINAL BOX AT WET WELL CONTROL + SPARES 14 15 104A 1" - MSC TERMINAL BOX AT WET WELL - MOTOR FOR P-2 MSC 16 17 105 3 4" 3 1 10 12 PP-1 - UV CONTROL MODULE POWER + 1#12 GND. 18 19 106 3 4" 3 1 6 8 PP-1 - MINI POWER ZONE 'MPZ' POWER + 1#8 GND. 20 21 107 1" - MSC LE-1 - PUMP CONTROL PANEL SIGNAL MFG. SUPPLIED CABLES 22 23 108 3/4" 12 14 PUMP CONTROL PANEL UG EXIST. TELEMETRY CABINET CONTROL + SIGNAL 24 25 109 3/4" 8 12 UV CONTROL MODULE UG PUMP CONTROL PANEL CONTROL + SPARES 26 27 110 3/4" 8 12 AUTOMATIC BACKWASH CONT. PNL. UG PUMP CONTROL PANEL CONTROL + SIGNAL 28 29 111 1" 4 12 LSL-1 LSH-1 UG PUMP CONTROL PANEL CONTROL + SPARES 30 31 112 3/4" 10 12 PUMP CONTROL PANEL - STARTER FOR P-1 CONTROL + SPARES 32 m 33 113 3 4" 10 12 PUMP CONTROL PANEL - STARTER FOR P-2 CONTROL + SPARES ti 34 m 35 114 3/4" 2 2C 18SH PUMP CONTROL PANEL - MOV-1 SIGNAL a 36 a MSC - MANUFACTURER SUPPLIED CABLE 3 3 QROFESS/O w � �C NOTES: �P� �� B. oFESS)O H A�q �/ O EXISTING NEW DOORSOETC. TO PROVIDE FEEDATO P No. 46127 A CB WITH * Exp. 12/31/02 0 175 Calls 0 420 Encinitas CA 924 Mg MARK BALAN & ASSOCIATES g NEW POWER PANEL 'PP-1' AND DESIGNATE s ACCORDINGLY. sTq> cAy �P F cA o pp pp CONSULTING ENGINEERS P. (760) 753-1120 & 1 qr FCTRXrft, 4540 KEARNY VILLA ROAD,SUITE 221 F (750) 753-0730 SAN DIEGO,CALIFORNIA 92123 E OF �L\F (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE M6 TN MH6 APPROVALS CITY OF ENCINITAS DRAWING ND. a BENCHMARK: CENTERLINE WELL Clty PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPR❑VE WORK PROJECT N❑, MOONLIGHT BEACH U MONUMENT TOP BRASS DISK � .g RUN-OFF TREATMENT FACILITY E'-3 m LOCATION INTERSECTION OF HORIZONTAL AS SHOWN -; a- DATE BY BY i RR & ENCINITAS BLVD. - 1 of R,C�E. NO, ���� SINGLE LINE DIAGRAM DATE, DATE+ m NAVDR 8 USG& OFFICE VERTICAL AS SHOWN ENGINEER SCHEDULES AND NOTES Encinitas EXP, SHEET 13 ❑F 1 0 CITY DRAWING NO. 4023-DI 0 TELEMETRY PANEL AT PUMP STATION, 108 FOR CONTINUATION, _ SEE DWG. E-2 PUMP NO. 1 STARTER 'P-1 ' J-BOX FOR TO EXIST. MCC 'UV-1 ' AT PUMP STATION, 112 1 FOR CONTINUATION, I if FOR SEE DWG. E-2 I i iii � UV-2' PUMP CONTROL PANEL 1 100 PCP' POWER PANEL I it UV STERILIZER NO. 1 113 i UV-1 (ABOVE) PP-1' I it s PUMP N0. 2 UV STERILIZER NO. 2 105 ! o a !I STARTER 'P-2' 4 J i + ! UV-2' (BELOW) P i GROUND WEL, ii 109 r I I N i SEE DET. 3/E-5 ❑ LPZ-1 G ?ITT I I #4/0 BC UFER GND., I I I „ ! 102 I 1 FOR CONTINUATIO LPZ I LLU- - -11 I I I h- I i SEE DET. 2/E-5 SEE DWG. E-2 107 I � III �-�It- -� it - ----- I III I I if! i MTG. STAND (TYP.), ao° 104 -UV CONTROL III i I I it i i SEE DET. 4/E-5 If I� LSL-1 , LSH-1 , I =� _� MODULE 1 I I I I I 1 i I11 SEE DET. 5/E-5 - - —----- I - - -- -- ---------------------------' G_ I I i JIi--I� I I i { I MINI POWER ZONE 'MPZ' - �- W/LTG. PANEL 'LPZ' - - - - - --------------------------�---- I I — -------- ---------------------- I' LE-1 TO WET WELL BASIN, i - - ---------- I e I I 107 111 SEE DWG. E-2 iiI " l; - ; , , ii TREATMENT AREA L Z-12 I i i i I ENCLOSURE 101 MTG. STAND (TYP.), 1 1 1 1 107 MOV-1 I SEE DET. 4 E- If (PINCH VALVE) - t ' ' ' 103 ® LS ! I o AUTOMATIC ACKWASH 102 104 L —4 CONTROL P NEVI t " ' 106 WET WELL COLLECTIO 1 I p 2 BASIN W/ PUMPS 1 ` ! LE I ! I r II I► PROCESS AREA ! ° ' � 4 u 110 1 u i ! ! o it , PUMP NO. 1 f -i I if I - - - - - - - ----- PUMP N0. 2 I ! iI P-1' t-------Y -- -- r - ------------------ - ) I P-2 — ! ------------ ------- -- ____ _ ____ - - ------------------a• L- ! ! ! I _ _ ____ T ____ -----------ACC ---_s_— .ESS HATCH ®_ e —_� -� . `-x-- --------------------- MSC _ —I I ' _ — it I ;I a If �I ® i I i " I 104A TREATMENT AREA ® � , I I , t I POWER PLAN s I I I 102A SCALE: 1/2* = 1'-0" ® It it ii \jI ii 1 ! 4 PUMP N . STARTER 'P-1 ' POWER PANEL ` PUMP CONTROLLER 'PP-1' + ° 1 r I LPZ-2 _i It TERMINAL BOX (NEMA 4 1 i i i i ST RTERO'P?2' (24" X 24" X 12"D), ;. .� "i1j®111 1 !1 ❑ ❑ I if SEE DET. 1/E-5 `° i1 111 ° !I 3 3 - - -- -� 3 b I I ,vvv y I 11,11 ° " { I s� _ !!! � �.r a'ry ° 1111 !� ° -- -- °---- -- LPZ-6 s s 'hilt 'a P b b MTG. STAND (TYP.), 4 2/ss SEE DET. 4/E-5 t j {! trr I o +9 1 140 °- ' ( � i I i I � , � MINI, POWER ZONE LPZ—Z MPZ E i J I I I I t I ! I I i I E 1 i O 1 II EXIST. HEADWALL WEr WELL ► iI } B POWER PLAN LP -7 i#i ' ; , t TREATMENT AREA SCALE: 1/2" = 1'-0" ENCLOSURE 6i I i I In ti __ 1 �_-------------------4 =Ls ----- T___---- i L -----------— -- T-_ d 3 NOTES: TREATMENT AREA oF�ssto < PROVIDE NECESSARY INTERFACE CONDUIT/CABLE BETWEEN UV CONTROL LIGHTING PLAN Quo B. ,� �� W �oFESStr MODULE AND VARIOUS EQUIPMENT ASSOCIATED WITH THE UV SYSTEM "� egtq PER UV SUPPLIER/MFG. REQUIREMENTS. SCALE: 1/2" = 1'-0" � N w No. 46127 m 0 175 Cele Magdalene a (� cc Exp. 12/31/0E O PROVIDE NECESSARY INTERFACE CONDUIT/CABLE BETWEEN AUTOMATIC * yk Encinitee, CA 92024 MB MARK BALAN & ASSOCIATES 3 `os a BACKWASH CONTROL PANEL AND VARIOUS EQUIPMENT ASSOCIATED WITH mrgT oxvi1, Pa`P R. (750) ,�-1� &A 4540 KEARNY VILLA ROAD,SUITE 221 CONSULTING ENGINEERS f F T FILTER SYSTEM PER FILTER SYSTEM SUPPLIER/MFG. REQUIREMENTS. F OF CAVE° � �qT �FC ��P F_ (760) 753-0730 SAN DIEGO,CALIFORNIA 92123 F OF CAl-�F (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MB I TN MHB APPROVALS CITY OF ENCINITAS DRAWING N❑, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR❑V WORK PROJECT NO, MOONLIGHT BEACH m MONUMENT TOP BRASS DISK As SHOWN % �� RUN-OFF TREATMENT FACILITY E-4 Q LOCATION fal INTERSECTION OF HORIZONTAL i Of DATE 1 BYi BYi RR & ENCINITAS BLVD. I R,C.E. NO, 4�1� WET WELL AND PROCESS AREA m RECORD 8 ROM: OFFICE OF ESE 71.386 ENGINEER DV 01 VERTICAL AS SHOWN DATE; DATE, NAVID Encinitas EXP. POWER AND LIGHTING PLANS SHEET 14 OF 16 CITY DRAWING NO. 011023-DI ELECTRICAL EQUIPMENT GROUND CONDUCTOR GROUND BUS OR LUG (IN CONDUIT WHERE EXPOSED TO PHYSICAL TERMINAL STRIP BETWEEN DAMAGE) J THWN WIRE FROM MCC AND LOS FOR P-1 EXIST. HEADWALL MOISTURE DETECTION & 1 5/8" GALVANIZED GROUND CONNECTION THERMAL O.L. LEADS (INSIDE) UNISTRUT #4/0 BC Q� FROM MOTOR (INSIDE) �24 LOS FOR P-1 d 12" GRADE GROUND CONNECTION (INSIDE) 'j ° ®� < . NOT MORE THAN 3" OR 20 OR MORE A2 r MOTOR LEADS n LJ L J L J MOTOR LEADS U STAINLESS STEEL NEMA 4X LESS THAN 1" WHERE \ \\ 24" (INSIDE) CONCRETE IS IN DIRECT ° ° GROUND LUG J-BOX WITH PAD LOCK r r 1 r d CONTACT WITH EARTH 2, HINGE L J L J L J GROUND LUG BOLT JUNCTION BOX ° L J 5/8"� X 10'-0" #4/0 BC GROUND WIRE (INSIDE) TO 1 5/8 UNISTRUT (3" MIN. FROM REBAR) BOLTED TO STEEL 414 SEPARATE GROUND CHANNEL ° ,- ROD FOR MCC PANEL v CONCRETE FOUNDATION (NOT ON #4/0 BC.) OR FOOTING m . SEAL CABLE/CONDUIT a. SPACE WITHIN PANEL 4° CONCRETE ENCASED GROUND d. a. CONDUITS/CABLES °p POR DPLANSCABLES DETAIL 2 PER PLANS N0 SCALE TYP. E-5 NOTE: CONDUIT AND WIRE SIZE PER PLANS AND SPEC'S. TERMINAL BOX FOR TERMINATING FLEXIBLE CABLE MOTOR LEADS ABOVE GRADE DETAIL 1 J-BOX CONDUIT AND CABLE NO SCALE TYP E-5 (NEMA 7D) TO PCP d d a. LEAVE 8" SLACK IN CABLES TO ALLOW FOR -- LEVEL ADJUSTMENTS -- CONDUIT/CABLE SECURE FLOAT CORD TO TO EXIST. A LETRY FINISHED GRADE 14„ MONUMENT CASE 3/8" RADIUS 1/4" GALVANIZED STEEL PLATE VERTICAL PIPE WITH WITH "GROUND" (TYP) DIMENSION AS REQUIRED TO SUIT PLASTIC TIE WRAPS TYP. STAINLESS STEEL GROUND CLAMP / LEGEND ON COVER. EQUIPMENT DRILL PLATE FOR 2' MAX. SPACING ( ) MOUNTING CLAMP TYP.) BURNDY TYPE y R\ (BOLTED COVER) NUMBER OF HOLES REQUIRED. GAR OR TYPE �� �� REMOVE ALL SHARP EDGES 1" PVC SCH 80 PIPE a GP. ANDERSON BARE COPPER i� it HIGH LEVEL FLOAT ELECTRIC TYPES CONTINUOUS GROUND �� �� --___-- - FLOAT SWITCH (LSH-1) GC-111 OR � WIRE FOR MULTIPLE - GC-115 OR ROD INSTALLATIONS. 1/8 --- - - - - - - _ - EQUAL BARE COPPER WIRE 1 4" [5.4] ° BOLTED GROUND ROD � _ _ _ _ _ TO EQUIPMENT CLAMP. BURNDY TYPE 3/16" __-= - - LOW LEVEL FLOAT GROUNDS \�\\� \° GAR. ANDERSON N WET WELL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V MS-1 OL j - j L1 J MS-1 I PUMP CONTROL PANEL 10 480V, 3PH L2 — i OL I 5 PUMP N0. 1 INPUT/OUTPUT (1/0) SCHEDULE O MS-1 ENCL. ITEM DI Al DO AO DESCRIPTION REMARKS OL NEMA 12 ENC L3 1 X WET WELL LEVEL LE/LIT—1 L - - - - - - - - - - - - - - - - - — — 2 X WET WELL LEVEL — HIGH LSH-1 I I 3 X WET WELL LEVEL — LOW LSL-1 I 4 X PUMP NO. 1 — RUN STARTER I i 5 X PUMP NO. 1 — FAIL ISTARTER 6 X PUMP NO. 2 — RUN STARTER I I 7 X PUMP N0. 2 — FAIL STARTER I 8 X UV SYSTEM — ON UV CONTROL PANEL I 200VA CPT 480/120V I 9 X UV SYSTEM — FAIL UV CONTROL PANEL 10 X AUTOMATIC BACKWASH SYSTEM — ON BACKWASH SYSTEM A _ 11 X AUTOMATIC BACKWASH SYSTEM — FAIL BACKWASH SYSTEM 12 X MOTORIZED VALVE CONTROL SIGNAL 4-20MA MOV-1 f LOS ETM PUMP NO. 1 I 13 X ENABLE PUMP NO. 1 PLC I 14 X ENABLE PUMP NO. 2 PLC MS-1 I 15 X CLOSE MOV PLC G PUMP N0. 1 RUNNING 16 X ENABLE UV-1 PLC I I I 17 X ENABLE UV-2 PLC I I 18 X SHUT—DOWN UV SYSTEM PLC I L1 I I I MS1-2 I R PUMP NO. 1 OFF I i I i SS1, PUMP NO. 1 RUNNING OL S H • • TO PCP MS1 MS1 I I 0 T . r — A PROT. SW ** —0 PUMP NO. 1 FAIL OL'S TO PCP I I L — • I ALARM I FROM PCP CR1-1 �❑ I I • SEAL FAIL I PUMP CONTROL PANEL 'PCP' R1 ALARM (PCP) I (NAMEPLATE) a I ( 24„ I — I MILTRONICS HYDRORANGER TORCH SCREEN MAN 3 4 5 6 N I PLUS MACHINE INTERFACE 1 2 a R SEAL FAIL II a WARRICK I I L1 ( MMI G RH H L RL G I WET WELL 3 POINT LEVEL I LATCH I • • I 36" r - - - - - - - - , O i I I I PLC I I I WITH I I TO SEAL PROBE I I POWER SUPPLY I I (INSIDE) I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I PUMP NO. 1 L TERMINAL BLOCK — CONTROL SCHEMATICS (TYP. FOR PUMP NO. 1 & 2 — NEMA 12 ENCL.) NO SCALE PUMP CONTROL PANEL m 'PCP' (NEMA 12 — 24" DEEP) 0 NO SCALE m 0 L d Q 3 I 3 LEGEND: Qa0FESS/ �OFESS/0 �Q� c B. R, (�Z A LOCATED IN FIELD Cab MagddBrM y p�/ w No. 461 7 m o Erxntae C 92024 NExp9es0 ** PROVIDE AUXILIARY OL CONTACTS * Exp. 12 Q MB MARK BALAN & ASSOCIATES 3 31 06 P: (760) 753—TIM &A dj F! P� �Q F of U� P ° CONSULTING ENGINEERS / / 4540 KEARNY VILLA ROAD,SUITE 221 yr £CTRx� qT F; (750) 753-0730 SAN DIEGO, CALIFORNIA 92123 F OF CA i (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MB TN MHB APPROVALS CITY OF ENCINITAS DRAWING NO. BENCHMARK: CENTERLINE WELL Clty PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPR❑V WORK PROJECT NO. MOONLIGHT BEACH m MONUMENT TOP BRASS DISK AS SHOWN 4fi \, DATE BY. sY. RUN-OFF TREATMENT FACILITY N RR C& EINCINITAS BLVD. OF HORIZONTAL Of E=V RECORD FROM: OFFICE OF SDCO T-31 AS SHOWN k; I R.C.E. NO. DATEi DATEi ¢`�< CONTROL SCHEMATICS, 1/0 SCHEDULE m NAVD 88 USG&GS DATUM ELEV 71.386 VERTICAL Encinitas ENGINEER EXP AND DETAILS SHEET 16 ❑F 16 ° CITY DRAWING NO. 0023-DI i CITY -� J OF �E I N I T A S PLANS FOR THE CONSTRUCTION MOONLIGHT BEACH RUNIIIIIIIIIIIIIIIIIIIIOFF TREATMENT FACILITY FOR V � R I OCEANSIOE VISTA PROJECT SAN I, /per COTTONWOOD CREEK CARLSBAO MARCOS ESCO L O C A T I O N � N �I N , SANTA yyy M YSABEL I LEUC A J LEUCAU A BLVD. ENCINITAS ULIAN $ ®RAMONA EUCADIA CARDIFF BY THE SEA RANCHO -'_ D ^O �^'aR I�5 SANTA FE RANCHO 1(IVrySI ///(\�\\\\\\\\ I(1//�///�/��' $TAPE SOLANA BERPoAR0M O O N L 11(i HT B E 1r �lL L/ H BEACH BEACH I,,.. ® DEL MAR PENASQUITOS POWAY P paGOI��G 2 PROJECT w MIRAMAR LAKESIDE LA JOLLA SANTEE a aVVtaa/'�O R fI n// u , I`IL/,•'��U V ,y T E ',I AWO ✓� ALPINE P PACIFIC BEACH VALLEY INDEX PACIFIC °j qY q CAJON m MISSION BEACH B V tasao SAN MESA OCEAN OMAN BEACH w DIEGO q` �+ POINT NATIONAL �/® DWG TITLE na®�� LOMA CITY awaTwHra N A6 awn ® CORONADO E ' r. CHULA VISTA Sg 9 ANA 1 T-1 TITLE SHEET A� CAMEO MOONLIGHT IMPERIAL TECATE BEACH 2 G-1 GENERAL NOTES, LEGEND & UTILITY NOTES REOUEZA ST r� D 0 10 MILES - _ _ ____-----—— 3 G-2 ABBREVIATIONS, NOTES AND DESIGN CRITERIA EACH ''... ® TJUANA tlOO W i V O ® 4 C-1 SITE PLAN �I I I 5 C-2 INTAKE DIVERSION SYSTEM PLAN AND SECTIONS w L 7 CD-1 CIVIL DETAILS STATION/WET WELL PLAN AND SECTIONS LOCATION H SCALE: N.T.S. SCALE: N.T.S. 8 M-1 PROCESS AREA PIPING SCHEMATIC Yl — R € € EFT LA)499T-vrvT�rn" B—°PIPING ��4N��"T— A 9A M-2A PROCESS AREA EQUIPMENT LAYOUT AND PIPING PLAN 10 MD-1 MECHANICAL DETAILS — I DECLARATION OF RESPONSIBLE CHARGE 11 E-1 SYMBOLS, ABBREVIATIONS, FIXTURE SCHEDULE AND GENERAL NOTES I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 12 E-2 ELECTRICAL SITE PLAN THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE .�N 13 E-3 SINGLE LINE DIAGRAM, SCHEDULES AND NOTES PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 14 E-4 WET WELL AND PROCESS AREA POWER AND LIGHTING PLANS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. D 15 E-5 DETAILS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 16 E-6 CONTROL SCHEMATICS, 1/0 SCHEDULE, AND DETAILS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT WASTECH DRAWINGS (ELECTRICAL) DESIGN. L 2229—E1 CONTROL PANEL POST, BUCKLEY, SCHUH & JERNIGAN 2229—E2 CONTROL PANEL 175 CALLE MAGDALENA, SUITE 101 J 2229—E3 CONTROL PANEL ENCINITAS, CA 92024 (760) 753-1120 2229—E4 CONTROL PANEL 2229—P1 PANEL LAYOUT BY: DATE: ® 2229—P2 TERMINAL BLOCKS LAYOUT RICE NO.: EXP. DATE: RECORD DRAWING PREPARED BY RICHARD BRADY&ASSOCIATES �+ a COMMUNITY SERVICES COMMUNITY DEVELOPEMENT a THIS RECORD ORAWNG HAS BEEN PREPARED BASED UPON INFORMATON FURNISHED BY OTTERS. WHILE THIS INFORMAIIUN IS BELIEVED TO BE 175 RETABLE, THE ENGINEER CANNOT ASSURE ITS ACCURACY OF THIS RECORD n N®, 416127 A CaIIe M3 dalel]a DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN g INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD Encinitas, CA 92024 DOCUMENT ARE ADVSED TO OBTAIN INDEPENDENT VERIFICATON OF ITS ACCU ACY BEFORE APPLIING IT FOR ANY PURPOSE. P: (760) 753-1120 pw)& ENGINEER DATE E: c7so> 7ss-o7so APPROVED BY DATE APPROVED BY DATE R REVISIONS APPROVED DATE REFERENCES DATE BENCH MANIC SCALE J.J.C. T.W.G. J.B.R. APPROVALS CITY ® ENCINITAS DRAWING ND. y BENCHMARK: CENTERLINE WELL (pit PLANS PREPARED UNDER SUPERVISI❑N ❑F RECOMMENDED APPROVED WORK PROJECT N❑. MOONLIGHT BEACH MONUMENT TOP BRASS DISK y LOCATION a INTERSECTION OF HORIZONTAL AS SHOWN a DATE , BYl BY, RUN-OFF TREATMENT FACILITY ®f ® RR $ ENCINITAS BLVD. R.C.E. N0. , 9) N RECORD 8 USG&GOFFICE M ELEVC 71.3 61 VERTICAL AS SHOWN � ENGINEER DATE' DATE' TITLE SHEET y Er1C1�11taS EXP. SHEET I', 1 OF 16 CITY DRAWING NO. 0023-DI LEGEND ABBREVIATIONS GENERAL NOTES RIGHT-OF-WAY, LOT LINES — INTERPRET ABBREVIATIONS USED ON THE DRAWINGS AS DESCRIBED 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS 12. THE CONTRACTOR IS HEREBY NOTIFIED THAT ESSENTIAL AND IN A.N.S.I. Y1.1 ADDITIONAL ABBREVIATIONS SHOWN BELOW. CONTROL POINT � 550 ENGINEERING SERVICE DEPARTMENT FOR ANY WORK WITHIN PERTINENT INFORMATION REGARDING THE CONSTRUCTION AND .- 685.19 THE STREET RIGHT-OF-WAY. COMPLETION OF WORK FOR THIS PROJECT IS CONTAINED IN SPOT ELEVATION x /'vas C� AT HORIZ HORIZONTAL THE CONTRACT DOCUMENTS AND SPECIFICATIONS; AND IT IS INDEX CONTOUR 0 DIAMETER HWL HIGH WATER LEVEL X85 2. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT- HIS RESPONSIBILITY TO READ AND REVIEW THIS INFORMATION AC ASPHALTIC CONCRETE ID IDENTIFICATION, INSIDE OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED TO HIS OWN SATISFACTION PRIOR TO PERFORMING ANY WORK; -J INTERMEDIATE CONTOUR AGG AGGREGATE DIAMETER PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND THAT ANY DEFICIENT, INCOMPLETE OR INCORRECT WORK '1 ARV AIR RELEASE VALVE IE INVERT ELEVATION AND PAVING. SHALL BE REDONE TO MEET SAID REQUIREMENTS SOLELY AT CONTOUR DEPRESSION c__D AWWA AMERICAN WATER WORKS THE CONTRACTOR'S EXPENSE. FINISH CONTOUR 838 ASSOCIATION L LENGTH OR LONG 3. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND EXISTING PUBLIC UTILITIES FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A 13. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL UNDERGROUND GAS LINE c BTM BOTTOM MAX MAXIMUM SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR ENFORCE SAFETY MEASURES OR REGULATIONS. THE UNDERGROUND ELECTRIC LINE MCC MOTOR CONTROL CABINET KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AL UNDERGROUND TELEPHONE LINE E T CFM CUBIC FEET PER MINUTE MFR MANUFACTURER EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR "C CENTERLINE MH MANHOLE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY UNDERGROUND CABLE TV LINE cary UNDERGROUND SANITARY SEWER LINE S CMU CONCRETE MASONRY UNIT MECH'L. MECHANICAL MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN AND HEALTH STANDARDS LAWS AND REGULATIONS. CLR CLEAR HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT UNDERGROUND WATER LINE w SHOWN ON THESE PLANS. 14. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND UNDERGROUND STORM DRAIN LINE So CONIC CONCRETE COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS CPLG COUPLING NO. .0 NUMBER 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, N.C. NORMALLY CLOSED SIGN Sign , WORK TO BE DONE SHALL BE CONFIRMED BY FIELD INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AN POWER POLE $P d DELTA MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND GUY OD OUTSIDE DIAMETER CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND GUY POLE '�- DF DIFFERENTIAL PRESSURE NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE ST. �r DIA DIAMETER LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY STREET LIGHT PE PLAIN END CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DI DUCTILE IRON PL, PA PROPERTY LINE AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF OWNER AND ENGINEER HARMLESS FROM ANY AND ALL REFLECTOR REFLECTOR REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION DR DRAIN PVC POLYVINYL CHLORIDE, SCHEDULE 80 LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE Rooks PVMT PAVEMENT OF EXISTING FACILITIES. PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING ROCKS DWG DRAWING PW POTABLE WATER LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DWV DRAIN, WASTE & VENT 5. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND OWNER OR THE ENGINEER. POST . POST R, RAD RADIUS ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR EL, ELEV ELEVATION RCP REINFORCED CONCRETE PIPE, 2000-D COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK 15. CONTRACTOR SHALL REPLACE ALL PAVEMENT AND BERMS MAILBOX ° MB EOP EDGE OF PAVEMENT REQD REQUIRED WITH COMPANY REPRESENTATIVES. DAMAGED DURING CONSTRUCTION, IN KIND. TREE (LINE OR SPOT) 0 EQ EQUAL RW RAW WATER EXT EXTENSION RWR RUN-OFF WATER RETURN 16. CONTRACTOR SHALL REPLACE OR REPAIR IN KIND ALL EDGE OF PAVEMENT EP PROPERTY IMPROVEMENTS, INCLUDING FENCES, TREES, RWS RUN-OFF WATER SUPPLY 6. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO SHRUBS, IRRIGATION PIPING, AND LANDSCAPING DAMAGED BERM Berm FF FINISH FLOOR STARTING WORK NEAR COMPANY FACILITIES AND SHALL DURING CONSTRUCTION. CURB AMD GUTTER &�= FLG FLANGE SD STORM DRAIN COORDINATE HIS/HER WORK WITH COMPANY FM FORCE MAIN SPIG SPIGOT REPRESENTATIVES. 17. THE DEGREE OF ACCURACY OF HORIZONTAL MEASUREMENT RETAINING WALL FP FINISH PAVEMENT SHT SHEET SHALL BE 10.1 FEET AS MEASURED BETWEEN COORDINATE . CDCC�FENCE x FRP FIBERGLASS REINFORCED SQ SQUARE ROCK WALL Rock Well SR STATE ROUTE 7. THE CONTRACTOR SHALL NOTIFY TELEVISION SERVICES PRIOR 18. HORIZONTAL AND VERTICAL CONTROL FOR DESIGN WAS PLASTIC SST STAINLESS STEEL, TYPE 316 FIRE HYDRANT >0< FH FSK FLOOR SINK STA STATION TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL BASED ON AS BUILT REFERENCE DRAWINGS. GAS METER o GM COORDINATE HIS/HER WORK WITH COMPANY AIR VACUUM VALVE Avo REPRESENTATIVES. 19. THE ENGINEER PREPARING THESE PLANS WILL NOT BE WV GALV GALVANIZED TB TOP OF BERM RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES WATER VALVE oTEL MH THK THICK 8. POWER SOURCES AND RUNS SERVING THE FACILITIES SHALL TO OR USES OF THESE PLANS. ALL CHANGES TO THESE TELEPHONE MANHOLE oSMH BE SHOWN ON THE AS-BUILT IMPROVEMENT DRAWINGS. ALL SEWER MANHOLE -WM TU TRUE UNION SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT- PLANS MUST BE IN WRITING AND MUST BE APPROVED BY WATER METER Ev OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF THE PREPARER OF THESE PLANS. ELECTRIC VAULT EV W VERTICAL ENCINITAS. 20. CONCRETE CLASS PER GREEN BOOK STANDARD SPECIFICATIONS DRAIN INLET s°�oi W WIDE OR WIDTH SEWER L EANOUT s W/ WITH 9. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES TABLE 201-1.1.2 . WSP WELDED STEEL PIPE ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 21. ASPHALT GRADE PER GREEN BOOK STANDARD SPECIFICATION . CHAIN LINK FENCE TABLE 203-1.2(A). 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY PROPERTY LINE MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 22. CONTRACTOR SHALL PERFORM WORK IN SUCH A MANNER AS DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY TO NOT DISTURB THE EXISTING CREEK BED OR ALLOW DISCHARGE CENTERLINE — - A REGISTERED CIVIL ENGINEER OR A LICENSED LAND OF ANY MATERIALS, LIQUIDS OR SEDIMENTS INTO THE CREEK. EXISTING SPOT ELEVATION Y455 TYPICAL PIPE DESIGNATION SURVEYOR. 23. ALL WORK, STORAGE, STOCK PILING AND STAGING SHALL TAKE 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ABOVE GRADE PIPELINE MATERIAL TYPE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PLACE WITHIN THE CITY OF ENCINITAS PUBLIC RIGHT-OF-WAY. ® (SIZE AND MATERIAL AS SHOWN) V (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL -F PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC BELOW GRADE PIPELINE -- `____�. WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO (SIZE AND MATERIAL AS SHOWN) QsQ, PIPE DIAMETER FLUID ABBREVIATION REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO t3 REGIONAL STANDARD DRAWINGS (LATEST EDITION). 6- THRUST BLOCK DESIGN CRITERIA UTILITY NOTES SECTION AND KEY DETAIL PUMP STATION 1. ALL TEMPORARY PAVING PLACED BY ANY CONTRACTOR, SUBCONTRACTOR OR UTILITY COMPANY SHALL REMAIN FOR NOT MORE THAN 30 CALENDAR DAYS PRIOR TO PLACEMENT OF PERMANENT PAVING. ALL TEMPORARY SECTION LETTER OR PAVING SHALL BE MAINTAINED CONTINUOUSLY IN ACCORDANCE WITH CITY OF ENCINITAS. DETAIL NUMBER PUMP TYPE: SUBMERSIBLE, NON-CLOG, SOLIDS HANDLINGS 2. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, GUTTERS, SIDEWALKS X OR SURFACING OF STREETS. ® X CAPACITY: 150 GPM ® 60' TDH EACH DRAWING ON WHICH 3. THRUST BLOCKS ARE REQUIRED PER REGIONAL STANDARD DRAWINGS W-17 AND W-18 AS DIRECTED BY THE SECTION OR DETAIL NUMBER OF PUMPS: 2 ENGINEER. v IS LOCATED MOTOR SIZE: 1 ® 5 HP EACH 4. WHERE AN EXISTING LINE IS TO BE CLOSED DOWN TO COMPLETE IMPROVEMENTS, THE WORK SHALL BE COORDINATED WITH CITY FORCES AND SO NOTED ON THE PLANS. MOTOR RATING: 48OV, 3 PHASE, 60 HZ 5, CONTRACTOR SHALL NOTIFY UTILITY COMPANIES PRIOR TO STARTING WORK. PUMP SPEED: 3,500 RPM EACH REFERENCE DRAWINGS SOLIDS CAPACITY: 2-INCH AGENCY PROJECT TITLE DATE B. LCWD; Encinitas Sanitary District Encinitas Pump Station 4/20/73 z 175 Calle Magdalena g The engineer preparing these plans Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to ® Na. 46127' m will not be responsible for, or liable for, unauthorized changes to or assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons Encinitas Sanitary District Expansion Moonlight Beach PS 1/11/89 Ex !2/311'2 . Encinitas, CA 92024 uses of these plans. All changes to the plans must be in writing and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction Ar • and must be approved by the preparer of these plans. contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection Department of Public Works 3rd St. Reinforced Concrete Box Culvert 3/6/86 0r0 QrV111, P: (760) 753-1120 P with the performance of work on this project, excepting liability arising from the sole negligence of design professional. FOF f F: (760) 753-0730 OAUFOMM 0011110111111M Of OW LAW SURVEYM CALIFORNIA COUNCIL of CIVIL ENGINEERS 8 LAND SURVEYORS Encinitas Sanitary District Plans For the Encinitas Sanitary District 1951 REVISIONS APPROVED DATE REFERENCES DATE BENCH SARK SCALE J.J.C. T.W.G. J.B.R. APPROVALS CITI� ®F ERICINITAS DRAWING N11, p BENCHMARK: CENTERLINE WELL (alt PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROVED WORK PROJECT NO. MOONLIGHT BEACH O OCAOTION 0 INTERSECTION OF HORIZONTAL AS SHOWN Y DATE , BY, BY, RUN-OFF TREATMENT FACILITY G�1 RR a ENCINITAS BLVD. m of R.C.E. NO. RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN DATE, DATE, GENERAL NOTES, L E G E N D NAVD 68 USGd�GS DATUM ELEV 71.3136 Encinitas ENGINEER EXP. & UTILITY NOTES SHEET 2 ❑F 16 CITY DRAWING NO. O 23-DI ABBREVIATIONS SECTION AND KEY DETAIL EQUIPMENT SUMMARY INTERPRET ABBREVIATIONS USED ON THE DRAWINGS AS DESCRIBED SECTION LETTER OR EQUIPMENT INDIVIDUAL IN A.N.S.I. Y1.1 ADDITIONAL ABBREVIATIONS SHOWN BELOW. DETAIL NUMBER IDENTIFICATION UNIT NUMBER a AT HORIZ HORIZONTAL X ABBREVIATION 0 DIAMETER HWL HIGH WATER LEVEL X XXX-X AC ASPHALTIC CONCRETE ID IDENTIFICATION, INSIDE DRAWING ON WHICH �I AGG AGGREGATE DIAMETER SECTION OR DETAIL ARV AIR RELEASE VALVE IE INVERT ELEVATION IS LOCATED BGF-1 DOUBLE LENGTH BAG FILTER FILTER SIZE = 10 MICRONS I� AWWA AMERICAN WATER WORKS c r..a:�,f�� . m Seafon VORTEX Page 403 ASSOCIATION L LENGTH OR LONG Dateff MAY 2001 iDat,a �� r r Technical Darea SEPTEMBER 1993 W/ VENT VALVE & GAUGE, sore*ees JiMIL: s PVC, GRADE 1, TYPE 1 BODY BTM BOTTOM MAX MAXIMUM MCC MOTOR CONTROL CABINET BGF-2 DOUBLE LENGTH BAG FILTER FILTER SIZE = 10 MICRONS CFM CUBIC FEET PER MINUTE MFR MANUFACTURER W/ VENT VALVE & GAUGE, V- CENTERLINE MH MANHOLE MODEU 54HRC & 54H -Racessed Impeller Sewage Pump MODEL. S4HRC ® Standard Recessed Impeller Sewage Pumps PVC, GRADE 1, TYPE 1 BODY CLR CLEAR MIN MINIMUM R.RM. J345o Physical Datat CMU CONCRETE MASONRY UNIT MECH'L' MECHANICAL MOTOR TYPE ENCLOSED,OIL COOLED INDUCTION,VFD SUITABLE DISCHARGE SIZE 4" BKS-1 BASKET STRAINER, PVC, BASKET PERFORATION SIZE _ MOT0nD€SIOiNNEMATYPE B(30) 1-110) GRADE 1, TYPE 1 BODY, 1 4 INCH CONC CONCRETE SOLIDS R T 3" .__ / GENERAL.INSULATION CLASS F IMPELLER TYPE BALANCER,RECESSED,8 VANE,SEMI•gPEN VORTEX SST BASKET CPLG COUPLING - NO. NUMBER STATOR WINDING CLASS - F CABLE LENGTH 3D'STANDARD '_ N.C. NORMALLY CLOSED MAXIMUM STATOR TEMPERATURE 311°F 5D•OPTIONAL _ MOTOR PROTECTION BI-METALLIC,TEMPERATURE$ENSSTNE DISC, PAINT PAINTED AFTER ASSEMBLY BEFORE TESTING.DARK GREEN,WATER DELTA OD OUTSIDE DIAMETER ! 512£DTOOPENMPERTAND AUTOMATICALLY REDUCIBLE AI.KYD FNAMEL,ONE COAT,AIR DRIED. �� BKS-2 BASKET STRAINER, PVC BASKET PERFORATION SIZE _ IL DF DIFFERENTIAL PRESSURE RESETa PHASE,TWO PHASE Tertta181dt/tre: GRADE 1, TYPE 1 BODY, 1/4 INCH SINGLE PHASE,7Wq tN THREE PHft5E SST BASKET DIA DIAMETER PE PLAIN END ELEOTR{CAL RATINGS HEAT 24VDC ^ 115VAC 23DVAC MAXIMUM LIQUID 140°F SENSOR SA SAMPS 5AMPS MAXIMUMSTATOR 311°F DI DUCTILE IRON PL, P/L PROPERTY LINE OIL FLASH POINT 3wr PVC POLYVINYL CHLORIDE, SCHEDULE 80 SEAL FAIL 3DDVACSmA HEAT SENSOR Open: 257°FMAXd239°FMIN. HSF®1 REINFORCED FIBERGLASS, FILTER MEDIA SIZE _ DR DRAIN YOLTAGETQLERANCE ?�% Cfwed: 194'FMAX.11IWFMIN 42"Ox 46" SIDEWALL 0.60 MM DWG DRAWING PVMT PAVEMENT PIN POTABLE WATER Q '' `' ` Technical Data: HORIZONTAL SAND FILTER DWV DRAIN, WASTE & VENT ��,+ "� Q ` `r `� STACKED a`�'® a'� . `., '�. a �` POWER CORD TYPE sTWA-WATER RESISTANT600V,6D°C� (STACKED) R, RAD RADIUS 12. 29-5 .32.3 . 166 SENSOR CORD TYPE 16-45TW-A WATER RESISTANT BDDV,AWC,16 AMPS EL, ELEV ELEVATION RCP REINFORCED CONCRETE PIPE, 2000-D 7# 2ao 3 X to 257 �1 ; 7.7 64.5 16-2 .75 .73 .67 .56 .80 .75 .69 .59 MOTOR HOUSING CAST IRON ASTM Ada cLnsS3o HSF-2 REINFORCED FIBERGLASS, FILTER MEDIA SIZE _ 460. 12.8 14.0 81-0 6 CASING CAST IRON ASTM A-48 CLASS 30 EOP EDGE OF PAVEMENT REOD REQUIRED 575 1D3 1:.2 65:D WE IMPELLER CAST IRON ASTM A-48 CLASS 30 -" 42"0X 46" SIDEWALL 0.60 MM 2DD 38-° 4DA 162 EQ EQUAL RW RAW WATER 23D 354 30A 162 ?s CASING WEAR RING Na _ _ - HORIZONTAL SAND FILTER 1a a w 1.z s.a 649 12.1 .77 .75 .1$ .65 .83 .81 .75 .65 d (STACKED) 46°.! 752 77.6 81.0 !7z MOTOR SHAFT 303 STAINLESS STEEL EXT EXTENSION RWR RUN-OFF WATER RETURN 5751 12.2 14.1 65.0 28 HARDWARE 3005ERIESSTAINLES3STEEL RWS RUN-OFF WATER SUPPLY 20° 5&0 G.6 267 15 30- 3 3 1.2 48! 55.4 232 14.3 92.5 19.4 .80 .76 .74 .69 .59 "O"RINGS 13UNA 14 / 460 - 24.3 ! 27.7 t1"a .78 .74 .62 i MECHANICAL SEALS UVC-1 ULTRAVIOLET LIGHT MINIMUM UV APPLIED DOSAGE _ FF FINISH FLOOR 575 195 22.2 92.8 Standard: UPPER AND LOWER CARBONICERAMIC.TYPE 2%BF1C1 DISINFECTION UNIT, TYPE 316 75,000 mW-SEC/cm2 FLG FLANGE SD STORM DRAIN OAt anal: LOWER TUNGSTEN CARBIDEJTUNGSWEN CARBIDE,TYPE 2I,.SDI D, FM FORCE MAIN SPIG SPIGOT LIPPER BEARING (RADIAL)_SINGIFROW-BALL STAINLESS STEEL CHAMBER PEAK FLOW OF 150 GPM FP FINISH PAVEMENT SHT SHEET LOWER BEARING (THRUST) SIN-QLEROW-BALL FRP FIBERGLASS REINFORCED SQ SQUARE A WAVELENGTH E 254 NM SR STATE ROUTE ULTRA VIOLET ENERGY PLASTIC SST STAINLESS STEEL, TYPE 316 FSK FLOOR SINK STA STATION UVC-2 ULTRAVIOLET LIGHT MINIMUM UV APPLIED DOSAGE _ DISINFECTION UNIT, TYPE 316 75,000 mW-SEC/cm2 Q GALV GALVANIZED TB TOP OF BERM STAINLESS STEEL CHAMBER PEAK FLOW OF 150 GPM THK THICK HYDR TICS I�Yd O TIC,d Mpg A WAVELENGTH E 254 NM ULTRA VIOLET ENERGY TU TRUE UNION 40 r VERT VERTICAL W WIDE OR WIDTH W/ WITH WSP WELDED STEEL PIPE ' 120 - 35 TYPICAL PIPE DESIGNATION , f z 105 o% 30-- e MATERIAL TYPE 30% s °F 90 25-- o _ PIPE DIAMETER FLUID ABBREVIATION ' ` t , _ 75 ° o DESIGN CRITERIA w 20 ( - �, LLI LLI lei 60 30% -' PUMP STATION °Q 15 °� •p� r � _ = 45 ; . 1. PUMP TYPE: SUBMERSIBLE, NON-CLOG, SOLIDS HANDLINGS { 25%j CAPACITY: 150 GPM 0 60' TDH EACH 10-- r 20% 30 NUMBER OF PUMPS: 2 o • MOTOR SIZE: 1 � 5 HP EACH 5 15 .. _t - ` MOTOR RATING: 48OV, 3 PHASE, 60 HZ t5 10-� BHP PUMP SPEED: 3,500 RPM EACH 0 OI : 7BHP� I�BHP _ .. . SOLIDS CAPACITY: 2-INCH �_; e , �_ T r f ; U.S. GPM 75 150 225 300 375 450 525 600 M 3/HR 25 50 75, 100 125 15 � THE CURVES REFLECT MAXIMUM PERFORMANCE CHARACTERISTICS o 175 Calle Magdalena WITHOUT EXCEEDING FULL LOAD (NAMEPLATE) HORSEPOWER. ALL PUMPS No. 4d1�7 a Encinitas, CA 92024 HAVE A SERVICE FACTOR OF 1.2. OPERATION IS RECOMMENDED IN THE BOUNDED AREA WITH OPERATIONAL POINT WITHIN THE CURVE LIMIT. �P cplvlu <� !♦ P: (760) 753-1120 PERFORMANCE CURVES ARE BASED ON ACTUAL TESTS WITH CLEAR F CF cµ1 F: (760) 753-0730 WATER AT 70° F. AND 1260 FEET SITE ELEVATION. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE JAC. T.W.G. J.B.R. APPROVALS CITY OF ENCINITAS DRAWING N❑, BENCHMARK: CENTERLINE WELL City PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO, MOONLIGHT BEACH MONUMENT 1 IN BRASS DISK AS SHOWN DATE 1 RUN-OFF TREATMENT F AC ItITY G 2 Ci LOCATION O INTERSECTION OF HORIZONTAL '`" ®f BYI BYI RR 6 ENCINITAS BLVD. R C.E. N0. RECORD FROM: OFFICE OF SDOO T-31 A$ SHOWN ° DATEI DATEI ABBREVIATIONS, N O`T E S, LL NAVD 88 USGBGS DATUM ELEV 71.386 VERTICAL Encinitas ENGINEER EXP. AND DESIGN CRITERIA SHEET 3 OF 116 CITY DRAWING NO, 0023-01 t� -�- �� ----_-- _ - - -1 / ISPH EXST 10" VCP ------- __ --- -. SANITARY SEW R _ --- — _ --- I _ ST :10 —- - EXST 12" VCP--- ---- - -- E;NOTE 6 - ___ ---- r I SANITARY SEWER - - - --- - I EXST TELE l I - i _ 1 O r --- -- - % CONDUIT - -- - - _ I ' ------ EXISTING S WER j 1, -- SAW UT EXST ONC _�-- PUMP STATI i I SID ALK, CUR & GUTTER I RIGHT-OF-WAY J� — 1 R OVE & REP +` CE % EAST TELL-- ----- - - _ _ -- RTION TO I TALL VAULT 1 T SEWER / \ USED EXISTING 2 WATER f -- I MANHOLE------ �. DISCHARGE PIPI , SEE " --f -- _ - DETAIL 1 DWG -1 I SERVICE SAWCUT, REMOVE 'Bc- PLACE � 2 i - ---___ _ _ _- - 1WPr 4" PRESSURE REDUCING --------- r�r / I1 I _ - - EEED DSPERLDETAI5 PAVEMENT ZD-1, i�- i � � � t ,I VALVE INSTALLED --- II ; 2 WATER METEk BOX I THIS-hU�IF� STATION SITE II PER SDRSD 1 SDWi-113 -� I IN �\ DENSE BUSH ';� a=aS- Vc` , , INT KE PUMP P ATION h II �t� PUMP STATION I OD - ET WELL y CREEIZ I fY� / / � 1 l EXST 12" WATER - \ _ ` I II ;, ., ;I ,�„ I PROCESS /TREATME ---- - - �� ___ - _ � �'+==;,., �� \ \ I 11 � t � 1 ! :�1Z2\\\\n r,�i , 1 u r i .�q v, Ia'„ .,'I,,I,' n / \\ ( --� I 1` - s 1 PW ;_ , ` NT E CLOSURE --------------- 3 _�._ '�'\ \ \ I / 1 ;I =r- �,•`�t/' _ gyp,, I� �,u'., _ ,��I rg�Y�rr;:\\ ,��.y�.' -yf� e - F \�"\ \ \ \ \\ III�Y " e.'v4\q'1 IT �YWV M-2 /-�- T' 1 1 ,"I yd \P .h L�,I - 4-RWW-P� 1 _ ' I EXST WATER , 1 ;i:;, ,, \ , ,. I„ ; rr, DRILL THRU 2-RWR- C I METER n,ii \;;\\ G PERIMETER WALL il • �' TAIL 7 DWG CD-1 / \\ " CLEANOU — - _ EXST 1" BACKFLOW PER _ ;,v,, , PREVENTER r '1 A, S- RETE XISTING DOUBLE - - ------ x' / TYP OF 4 6'x4' CONCC �\� '';' # - - `� �z 4 ) CULVERT I - — -_ If _ ; i RIGHT-OF-WAY mwtwl�ME - 1 PLACE PIPE IN - �' DENSE TREE) -- - - � 1 2.51 `` , , I - _ -- - / I � I 1`\ 1 � _ TRENC�i _SEE-DETAIL' ` ,, �„ I \ ! 6 DWG CD-1 � 1 I Z / COTTONWOOD /� ft _ --- ---- --- r- 1 ' CREEK - , / / 1 IN KE DIVERSION `�— ------------------- SYS SEE DWG C-2 1 \ \ y - / 1 -INSTALL P� IN TRENCH, FOR INDIVIDUAL PIPE TRENCH INSTALLATION SEE TAIL 1 OR 6 (AS APPLICABLE) DWG CD-1,\* FOR MULTIPLE PIPES \ I ENCH INSTALLATION, SEE DETAIL 5 DWG CD-1. CONCRETE SLURRY ENCASE ALL PIPING BURIED FIVE 5) FEET DENS BRUSH U H I I �� `' -- �_ ' 1 It ` \ `� OR LESS FROM FINISH SURFACE, INCLUDING *A�i1k WW E E S C i 1 I I —' �/ ----- ; \ AND PUMP STATION, PER SPECIFICATIONS. , 3. CONTRACTOR SHALL BE RESPONSIBLE TO POTHOLE, LOCATE AND VERIFY ALL EXISTING UTILITIES FOR LOCATION AND DEPTH. -------- 1 / ! ! / ; I PIPELINE ROUTES SHOWN ARE GENERAL AND MAY REQUIRE =�\ ;j II �1 ."ADJUSTMENT AFTER POTHOLEING. i �FOR' ]T� WELL AND VALVE VAULT HORIZONTAt CONTROL — / / — ---- - - - ------ / / ' - - - -y / j 1 .------ , '+, \ �� ,' S. ALL Rf�-SHALL-BE;CQNFINED TO'"THE RIGHT-OF.. AND j ,g A S P N ', '; ' \` -�\ ; THE XI NG�'S�wER -PUi4%P-STATION. / ' B. —L! 6. CONTRACTOR SHAlL BE RESPONSIBLE TO PROTECT TREES. TREES 175 Calle Magdalena 3 No. 46127' m a PLAN ARE NOT TO BE CUT OR TRIMMED. IF TREES NEED TO BE . Encinitas, CA 92024 REMOVED, THEY MUST BE PLACED IN PLACED IN CONTAINER * °' • P: (760)753-1120 1"-10' PLANTING BOXES AND REPLANTED IN THEIR ORIGINAL LOCATION. F: (760) 753-0730 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. T.W.G. J.B.R. APPROVALS I F= NC::INIT.�a DRAWING N❑, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROVED WORK PROJECT NO. MOONLIGHT B E A CH MONUMENT TOP BRASS DISK LOCATION lit INTERSECTION OF HORIZONTAL AS SHOWN ` - DATE , BY, HY, RUN-OFF TREATMENT FACILITY RR & ENCINITAS BLVD. of C RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN R.C.E. NO. , DATE, DATE, NAVD 88 USG&GS DATUM ELEV 71.386 Encinitas ENGINEER EXP. SITE PLAN SHEET 4 OF 16 CITY DRAWING NO. 0023—Col TO DIVERSI PVC RETURN w MIN OFFSET 1 FOOT, \ � i 4 SCH 80 PVC PIPING /" \ � \ -NET WELL SEE PIPING /� MAXIMUM OFFSET = 2 FEET I FROM TREATMENT DWG' MAINTAIN MIN SLOPE OF \ \ \ \ \ I 0.0050 TO WET WELL \\ FACILITY, SEE DWG -3 \ \ \ \ \ I ® I CORE DRILL THRU EXST EDGE OF SIDEWALK EXST CONC BOX \ \ \ ' v CULVERT & INSTALL \� PIPE & FRP GRATE, I N \ SEE DETAIL 4 DWG , CD-1 REMOVABLE FRP / _ a Q ,. i \ \ �\ \,_ATTACH H DER +6 v v vPLATES (TYP.-4) / v \ A \ \ � � / OTH END 1 W/ FRP i 3"Wx10"H I, EXST BOX I �� ¢ \ \ ANGLE, SE SECTION A � REDWOOD CULVERT I v @[V � � \ \ \ \ \ \ \ � \ � � THIS DWG � PROVIDE 3" LONG x 2" HIGH NOTCH ON BOTT M OF HEADER r HEADER _ __® \ N „ a \ \ 1 \ FOR BIOLOGICAL CONDUCTIVITY REMOVABLE j � \ \ \ \ � ` OF CREEK CAST-IN-PLACE C C DIVERSION SYSTEM, CONN T W/ #4 DOWELS TO \ \ \ \ 1 4" SCH 80 P C�\\� \ EXST CONC PREPARE EXST CULVERT \ 1 TREATED WAT V, A- d CONC SU ACES PER SPECS \ I� � RETURN LINE, BURIE 10'6.0. . IN SHALLOW TRENCH\ +1-1/2" - _I ABOVE BOX CULVERT �� x :. j - -\ CONCARETE SLURRY \ ENCASED PE SPECS �) \ I \ _ \ \ J zX 1 y v v i v Iv HEA F , CORE DRIL THRU \ EXST CONC BOX F SEE NOTE 1 v v v v j CULVERT & yINSTAL v/ (TYP) v 1 PIPE & FRP+ ORATE1 v I v I SEE DETAIL DW v y CD-1 INTAKE DIVER-SION- S)�"S-T Em' P N DOWNSTREAM SCALE: 1 2"e1'-O" INTAKE MW SION SYSTEM — FLAN UP TREA SCAL\E: 1/2-=l'-O" EXST 6'x4' DOUBLE EXST 6'x4' DOUBLE CULVERT I I CULVERT I I I I I I I I I I I I CAST-IN-PLACE CONC DIVERSION SYSTEM, CONNECT W/ #4 DOWELS TO coSivc s°u"RFACES PERR SPECS CULVERT I I rj I 24" I I J J 12'° 12" 2°-0" 2'°0" 2°-0" J > O \> 3"Wx6"H REDWOOD I I I I M U- .-J I I HEADER I ( (2) 1/2" DIA SST I > O IL 1L a ADHESIVE ANCHORS Z : as >-3 INTO POURED CONC I + > -- DIVERSION SYSYTEM a + > a I– jr — FF 14.041 — — — — — — — — — — — — 2"x1/4"x 5"LONG FRP ANGLE, ATTACH TO I I REDWOOD (2) 1/2" DIA x 4" LONG [6] HEADER CONC W/ (2) 1/2" DIA SST ADHESIVE ANCHORS SST BOLTS, NUTS & WASHERS — — — — — — — — — THRU REDWOOD HEADER — � v DIVERSION INTAKE SEE DETAIL 4 DWG CD-1 (TYP OF 4) BOX CULVERT MODIFICATION — SECTION A ry BOX CULVERT MODIFICATION SECTION SCALE: 1"=1'-O" B SCALE: 1"=1'-0" NOTES: 1. "+X" ON PLAN INDICATES HEIGHT ABOVE BOX CULVERT FLOOR a 175 cane Magdalena AT THAT LOCATION. o m No. 46127 m . Encinitas, CA 92024 * Exy, !2/31/x12 Np e1Y11 �! • P: (760)753-1120 F: (760) 753-0730 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. I T.W.G. J.B.R. APPROVALS CI OI= ENCIN17AS DRAWING NCI. �T BENCHMARK: CENTERLINE WELL Cit PLANS PREPARED UNDER SUPERVISI❑N OF REC❑MMENDED APPROVED WORK PROJECT NO. MOONLIGHT BEACH MONUMENT TOP BRASS DISK AS SHOWN g y RUN-OFF TREATMENT FACILITY LOCATION ID INTERSECTION OF H®RIZANTAL ®f DATE i BY, BYE RR & ENCINITAS BLVD. RECORD FROM: OFFICE OF SDCO r-31 AS SHOWN R.C.E. N0. 1 NEC D 88 USG : O DATUM SD T-3 VERTICAL ss Encinitas ENGINEER DATEi DATEi INTAKE DIVERSION SYSTEM EXP. PLAN AND SECTIONS SHEET 5 OF 16 CITY DRAWING NO. 0023-D1 4-RWR4VC i j i • I �I� II I I I ICI 2-RWR-PVC VALVE OPERATOR (BY-PASS) COVER PER 7'-0" ® Irl INTAKE PIMP STATION ® III ®a i SDRSD W-12 N SEE DETAIL A 1 It' I �, It , • a. �9�;,0v FS EL 19.5 d I III-111-111 r, I N � WET W LLj_ - - - I I I 'I D •- i GUIDE RAIL J SUPPORT .0 SEE NOTE 2 `�® ® Ili (V WG SIDEWALK D I GUIDE RAIL SLUICE GATE IE 16.0 - - - - - ( SEE NOTE 2 I II I I �Ii 'I OPERATOR COVER D I D IIII t 1 19 I TOP i SLAB SECTION A—A 1 I HWLA EL 14.5 IR�K�IHT=�f--WA10'Y IiI i III t 5'-2" D D I I I t I O I HWLEL13.5 1 iil I I rn I 1 O I 8' LONG RCP 2000-D, WATERPROOF PER SPECS. (REINFORCING PER MFR) t 8'-7)) 0 5' LONG RCP 2000—D, WATERPROOF I I , I I PER SPECS' (REINFORCING PER MFR) �e tlili 2'° PVC BALL VALVE D 1 III W/ VALVE WELL FRAM & COVER PER SDRSD BALL CHECK D °( 4' SLUICE GATE W/ EXTENSION t �� ; I I �I I III VALVE (2) I OPERATOR & COVER (PER SPECS) 1 W-12A & W-12B 1i I I SEE NOTE 4 ,i I 1 I II D III I LWL EL 8.5 1'-0" �,II , APPLY WATERPROOFING TO WET- I I IE 8.0 I o i' I ' WELL EXTERIOR (PER SPECS) I :D LWLA EL 8.0 5'-o I RCP 9" t i ICI Ii s Ii tI I I I � , jIj II ATTACH MOUNTING ELBOW 4" PVC FROM III III 20 BASE & APPURTENANCES PER BOX CULVERT #5 @ 12" 0.C. EA. II jai �; `I MFR'S RECOMMENDATIONS WAY, TOP & BOT N (TYP) I I I i°t 1 CAST-IN-PLACE CONC. WET ° V> . - o' FF EL 5 5 1. 1 III li iili 'I ATLRIGHT FOUNDATION SEE DWG. a D. . D ° D ° . D ° •D D. • i .D °• •a D .° T. D D. • • • i • • ° s o I I it 6" THK ROCK t::7 BASE MAT'L ~O w I 8'-0" 9" \ ®\ III I I � (PER SPECS) SECTION A-A � � t �,, FOUNDATION ® SECTION A=A 1I i A III 1 II � let ADD LABEL ON MANHOLE- 2" f— — — — I RETURN LINE COVER PER CITY OF O o f5v*cr0 \ i I 4" SCH 80 PVC 2, ENCINITAS REQUIREMENTS I pO��aoo Q I j INLET PIPING & (SEE NOTE 3) oc0000�p t iIi j1 FITTINGS, MAINTAIN I p t°� O 4`'x 30° SCH 80 Iii j 4 SCH 80 MIN. SLOPE OF t t 1 PVC WYE 0.0050 TO WET WELL PROVIDE 24" LOCKING ° ° I ` e� I I I MANHOLE COVER PER I I I (TYP.) SDRSD M-2 & M-4 1 ® \ I I _ _ _ CLEANOUT PER VALVE CAN L — — — J I SDRSD S-3, TYPE A (TYP.) " SEE NOTE 1 I 5 I= I j EXISTING BOX LVERT CU P vLz 8 ION GROUTED WALL 4 x 45 SCH 0 PENETRATION SEE � WALL PENETRATION ( I PVC BELOW DETAIL 2 DWG CD-1 ••,•""""' " SEE DETAIL 2 ��� • � � � � 7 �, : x ��t ��ys ;r.. Via.^: X ? a 7r t � „<_ ,, s �,�, ��` l ' � DWG. CD- 1 / rr rrrrrrrrrrr rrr \\\ \\\\\\\\\\ \\ (TYP.) rrr rrrrrrrrr rrrr rrrr rrrrrrr rrrrr INTAKE SCREEN (TYP. OF 7) m MOUNTED TO WALL OVER INLET PIPING \\\\\\ \\\ \\\\\\ 5 HP SUBMERSIBLE ' PUMP TYP. OF 2 ° \'\'\ "°'\'°N SEE NOTE 1 � I I � ( ) BI LC® DOUBLE HATCH r\r\r° r°r\,\,\.\.\.\,\,\.\ TYP. OF 4 �® ® ®� (SEE SPECS) KD-2, ALUMINUM \ % % ® INTAKE PUMP STATION WET WELL SITE PLAN ( > ) )) \ °\°\ SCALE: 1/2"=V-0" 1 3'-6"x 3 -6 (OR APPROVED EQUAL) \ _ I VALVE OPERATOR COVER PER SDRSD W-12, ADD NOTES: I I LABEL PER CITY OF 1• TO INSTALL PIPING, CORE DRILL THRU EXISTING CONCRETE BOX CULVERT & FILL VOID W/ NON-SHRINK GROUT, SEE DETAIL 2,4 & 5 _ ENCINITAS REQUIREMENTS DWG. CD-1 & FASTEN INTAKE SCREEN TO EXISTING CONCRETE W/ 3/8" SST ADHESIVE ANCHORS WHERE APPLICABLE. (SEE NOTE 3) TOP PLAN SEE NOTE 5 2• INSTALL PUMPS, GUIDE RAILS & SUPPORTS PER MANUFACTURER'S RECOMMENDATIONS & SPECIFICATIONS. 3. ALL VALVE WELL COVERS, MANHOLE COVERS, & VAULT COVER SHALL BE LETTERED WITH THE WORDS "CITY OF ENCINITAS" {I WET WELL REINFORCEMENT I I ABOVE & "MBTF" BELOW. SIZE & TEXT STYLE SHALL BE COORDINATED WITH THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT. B li i SCALE: 1/2'°=1'-0" 4. SLUICE GATE TO REMAIN OPEN AT ALL TIME OF OPERATION. GATE VALVE TO BE CLOSED BY CITY PERSONNEL OR MAINTENANCE AND PEAK FLOW PERIODS. PLAN ® � 5. INSTALL ULTRASONIC LEVEL TRANSMITTER SYSTEM PER SPECIFICATIONS, INSIDE WET WELL FOR MODULATOR CONTROL OF TREATMENT � t75 Caue Magdalena SYSTEM CONTROL PINCH VALVE. INSTALL BACK-UP LEVEL FLOATS PER SPECIFICATIONS. No. 46927 3 a WET WELL PIPING DETAILS . Encinitas, CA 92024 Eap 12/3!/;� P: (760) 753-1120 SCALE: 1/2"=V-O" A ��r q P VILA"�! F: (760) 753-0730 F REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. I T.W.G. I J.B.R. APPROVALS CITY ®I = ENCINITAS DRAWING NCI. �t BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROVED WORK PROJECT N❑. MOONLIGHT BEACH MONUMENT TOP BRASS DISK , RUN-OFF TREATMENT FACILITY C-� LOCATION a INTERSECTION OF HORIZONTAL AS SHOWN Y' DATE : DYs BYl RR 8 ENCINITAS BLVD. of X RECORD FROM: OFFICE OF SDCO T-39 VERTICAL AS SHOWN a: R.C.E. NO. ' DATEI DATE, INTAKE PUMP STATION/WET WELL NAVD 88 USC&GS DATUM ELEV 79.386 Encinitas ENGINEER EXP PLAN AND SECTIONS SHEET 6 OF 16 CITY DRAWING NO. 0023-DI 12" BOTH SIDES OF TRENCH EXCEPT WHEN NEXT TO GUTTER, THEN TO LIP OF PVC PIPE GUTTER FRP MOLDED SQUARE PE F PLAN TRENCH WIDTH MESH PANEL, 1". HEIGHT ' NON-SHRINK ¢w W/ 3/4" MESH, CUT GROUT FILL I° r �U TO FIT INSIDE F .. — U z¢ ONE LAYER OF EXPANSION JT O r za. FILLER OR PREFORMED SYNTHETIC FRAME SEE NOTE 2 ¢ PACK ANNULAR SPACE RUBBER BEARING PAD ,, .. ,.::-✓` ;.:.� _J � WHERE EXST ¢ 3r [WHERE EXST :. W/ NON-SHRINK GROUT ®®® a•.-'a AC PAVEMENT c ¢ CONC SIDEWALK SUPPORT SADDLE - ®®� ;' <;Y4!•.,, I PIPE SIZE PER PLANS w SPRT SIZE AS SHOWN ® <i`:: 4 --- ® ® BELOW ®®�® , : U) `"; ,_ <.i REM VABLE 1-1/2" COLD PLANE Ill : : ,: . _..i. •r ,, i. .-,.`.• ¢ a w FRP PLATES 1-1/2" AC OVERLAY Ill c•� ;,... :. , : t► a CL 150 THREADED ® `�' (TYP.m4) :. ® 'B' REDUCING FLANGE, .e..,..:— O GALVANIZED � INSTALL PETROMAT w w • 5:.. 1L OR EQUIVALENT `.: :. ::`;• .•:: ..' .. :.; a ': ' : ' . �. - ' •' •`• CONC SLURRY z 'A' NON-SHRINK ATTACH TO CON • . : . ;'. : >. ENCASEMENT GROUT ® � ,C, (PER SPECS) _ - •_ ' A ' `'`' `` • = PVC PIPE / L 1-1/4x3/16 FRP EQUAL BOX CULVERT W LL TRENCH III "'••. • " : III 1" MIN LEG ANGLE, MITER & W/ 1/2" DIAx 3" LONG 316 SST ADHESIVE WALL FUSION WELD (8 ISOMETRIC ANCHORS (TYP) III i III CORNERS .- •• `' ° 3" MIN NON-SHRINK GROUT FILL • ' � `�' PER PLAN --•`:-�- - ANNULAR SPACE BETWEEN -���-�-� FRAME & CULVERT FLOOR • - '.• `• • -' ,• • � •. BEDDING ZONE - - -.. GALVANIZED ANCHOR BOLT ►I► = III-III_UI PER SDRSD DWG S-4C : . OR STUD AN®12 NUTS 8 ANCHOR RS ;.: 9" MIN EACH, SIZE TO FIT FLANGE (TYP OF 4) 18" MAX r NOTES: I ®❑❑❑❑® I O ❑❑❑❑❑❑ —�- 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SECTION ® I ®0®❑❑®� I AND TRENCH SAFETY, AND SHALL ASSURE THAT AT ®®❑❑❑❑ ' MINIMUM ALL APPLICABLE OSHA AND OTHER FEDERAL, L UNDER FLANGE ADJUSTABLE SUPPORT I I iv I C STATE, AND LOCAL REGULATIONS AND REQUIREMENTS - APPROXIMATE DIMENSIONS IN INCHES - - - PERTAINING TO TRENCH CONSTRUCTION ARE MET. PIPE FLG SPRT A B C D E 8 1/2" MIN 2. BEFORE OVERLAYING AC PAVEMENT TACK COAT EXST SIZE OD SIZE NON-SHRINK 4 9 10 3 2-1/2 9 13 17 L 1-1/4x3/16 FRP EQUAL LEG GROUT FILL_ SURFACES BOTH SIDES OF TRENCH ANGLE MOUNTING TABS, FUSION 3. DEPTH OF BURIAL SHALL BE , 2° MINIMUM & 4' MAXIMUM. WELD TO FRP FRAME FRONT ELEVATION SIDE ELEVATION NOT TRENCH SECTION GROUTED WALL PENETRATION UNDER FLANGE ADJUSTABLE PIPE SUPPORT CONTRACTOR To PROVIDE DIVERSION INTAKE SCREEN A TOTAL OF TWELVE 1121 DETAIL 1 DETAIL 2 DETAIL 3 ORIINSTALLLATION. SIX(6)(8) DETAIL 4 NO SCALE C-1 SITE0001D MOD 3/02 NO SCALE C-3 PPEN0002D (5/95) BE STORED AT TREAT- NO SCALE C-3 PSPROOO2D (�/oo) ME RENT FACILITY FOR FUTURE NO SCALE C-3 REPLACEMENT. SAW CUT EXST AC PAVEMENT EXST PUMP STATION REMOVE & REPLACE EXST PERIMETER WALL AC WHERE APPLICABLE, 1.f 11 = III 1=1 f l III TACK COAT PRIOR TO OVERLAY Cp III a II INSTALL PIPE ` t — TRENCH ZONE IN TRENCH SEE ^ - e : i �'- - INSTALL PIPE DETAIL 4 DWG CD-1 4°RWR-PVC in .: : ' • •: ® : °s z IN TRENCH SEE 4-RWS-PVC : i..'f .... .. ' q' •' : `° :4 `• DETAIL 5 DWG CD-1 III-III-III _ TRENCH WALL _ PIPE ZONE ANGLE DOWN III �. .• �. III BV ;0'. " . : — III - III W/ 450 ELBOWS 4" SCH 40 PVCIII 0.9. . -•: ?`Y•. ,•e. :. , tiM (TYP) 4" PIPING PER PLAN ELECTRICAL = •': "' °" � ' ° Po ° , = BEDDING ZONE / CONDUIT PER SDRSD DWG S-40 3" (TYP) (TYP) (TYP) CONC SLURRY • . . . . . . 9" MIN - / ° °° - ° 18" MAX ° ENCASEMENT ° (PER SPECS) : . =° ` i . NOTE: _ e 44 "° III-1 I I=1 I I I I I.I I I-1 I I 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE I I I� I 1 1 I III-) 11= I I ° ° ° AND TRENCH SAFETY, AND SHALL ASSURE THAT AT ° MINIMUM ALL APPLICABLE OSHA AND OTHER FEDERAL, - : da STATE, AND LOCAL REGULATIONS AND REQUIREMENTS CORE DRILL THRU >_ MULTIPLE PIPE TRENCH SECTION PERTAINING TO TRENCH CONSTRUCTION ARE MET. CONC & FILL VOID 2. DEPTH OF BURIAL SHALL BE 2' MINIMUM & 4' MAXIMUM. W/ NON-SHRINK GROUT DETAIL 5 NO SCALE C-1 175 Caile Magdalena TRENCH SECTION CONCRETE PERIMETER WALL PENETRATION Z No. 46127 m . Encinitas, CA 92024 * 12/9Jlw DETAIL 6 DETAIL 7 P: (760) 7s3-1120 sy, o'IYYy F: (760) 753-0730 NO SCALE C-'I SITE0001D (9/99) NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. T.W.G. I J.B.R. APPROVALS C -rY C>F E=-NC::I I-rAS DRAWING N❑, BENCHMARK: CENTERLINE WELL Clt PLANS PREPARED UNDER SUPERVISION ❑F RECOMMENDED APPROVED WORK PROJECT NO. MOONLIGHT BEACH MONUMENT TOP BRASS DISK LOCATION ION 0 IN EB E TION OF HORIZONTAL AS SHOWN ®f DATE 1 BY, BYo RUN-OFF TREATMENT FACILITY CD 1 RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN R.C.E. NO. 1 DATES DATE,NAVD 88 USGBGS DATUM ELEV 71.386 Encinitas ENGINEER EXP CIVIL DETAILS SHEET 7 OF 16 CITY DRAWING NO. 00123-DI J WET WELL VALVE VAULT O -RWR-PVC 2e' T.U. BLV N.C. 0- iv 4-RWR-PVC (TYP.) U 4-RWR-PVC y EXISTING DOUBLE REDWOOD 4ee SLIDE REDWOOD 6'x4 CONCRETE HEADER GATE HEADER BOX CULVERT ®' CREEK ® ® FLOW CREEK — \ FLOW — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SUBMERSIBLE SUMP PUMPS 4—RWS—PVC AL IS-PVC M 4" PING VALVE > lZ Ch 3: FILTER FILTER Cr ® BASKET BASKET STRAINER STRAINER mm O O e BFV i✓ a BFV 3° BFV ULTRA-VIOLET STERILIZER ULTRA-VIOLET STERILIZER r BFV 4-RWR-PVC V' BFV e BFV T BY PASS 4" BFV.✓ N.C. 4" BFV,-&- N.C. 4" BFV L 1 -L"1 N.C. 4-DRN-PVC BACKWASH & FILTER DRAIN TO v SEWER r 1 175 Calle Magdalena NO. 48127 O Encinitas, CA. 92024 � � P. (760) 753-1 120 P ! q QIYIL��� �"cK Cwsa F: (760) 753-0730 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE J.J.C. I T.W.G. I J.B.R. APPROVALS CI—rY OF= EWCIIVI'TAS DRAWING N11 BENCHMARK: CENTERLINE WELL City PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROVED WORK PROJECT NO. MOONLIGHT BEACH MONUMENT TOP BRASS DISK AS SHOWN DATE , BY, BY, RUN-OFF TREATMENT FACILITY LOCATION I® INTERSECTION OF HORIZONTAL Of M 1 RR 6 ENCINITAS BLVD. RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN R.C.E. NO. , DATE, DATE, PROCESS ARE A ,- NAVD 88 USGBGS DATUM ELEV 71.386 GEneinitas ENGINEER EXP PIPING SCHEMATIC SHEET 8 OF 16 CITY DRAWING NO. 0023-DI PV103 MV108 MV107 FCV101 -- I BV104 Nc MV105 J e� J MV104 �! Ll MV103 BV104 NC MV106 PV101 6'�ji0 � � ARV 102 B.O. FILTER ARV 101 FILTER BWD PV103 i i i MV102 BV103 CLEAN WATER DISCHARGE MV107 FCV101 PV103 V104 MIXED MEDIA BV102 MV108 PIDT103 FILTER PV101 U/V LIGHT CHAMBER SV103 BV101 PV102 ARV102 ARV101 ISOMETRIC FLOW G cp MV105 PI. DIAGRAM 1 ftt NOT TO SCALE 1 S I BASKET STRAINER 5 - �- MV106 MV104 UN LIGHT CHAMBER i BACKWASH TO SEWER MV102 0 BASKET BSV101 STRAINER FS101 PIT102 PG101 MV101 MV103 SV101 DRV103 DRV102 PIT RAW WATER INLET Qr MAIN BYPASS SV102 BV103 PV103 P1103 PV102 BV101 DRAIN LINE DRV1031 CITY WA°TE a 175 Calle Magdalena W� ' Z . No. 46127 m Encinitas, CA 92024 . ¢ a e FLOW SCHEMATIC P: (760) 753-1120 QIYIL `! �r 1,: (760) 753-0730 NOT TO SCALE `�CP�►�� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE TILSTF, J.J.C. T.W.G. I J.B.R. APPROVALS CITY ®IF= ENC::1NITAS DRAWING N❑, 7111 - BENCHMARK: CENTERLINE WELL Cit PLANS PREPARED UNDER SUPERVISION ❑F RECOMMENDED APPROVED WORK PROJECT NO. MONUMENT TOP BRASS DISK y MOONLIGHT BEACH ' LOCATION 1 IN BLVD.TION OF HORIZ13NTAL AS SHOWN ®f DATE : BYI a,r: RUN-OFF TREATMENT FACILITY M-2 RECORD FROM: OFMOE OF SDCO T-31 VERTICAL AS SHOWN R.C.E. NO. : DATE: DATEI AREA NAVD 8$ USG&GS DATUM ELEV 71.356 Encinitas ENGINEER EQUIPMENT LAYOUT AND PIPING SHEET ❑F 16 EXP. G PLAN sA, CITY DRAWING NO. 0023-DI a ALUMINUM CHANNEL J 316 SST STUD BOLT, MIN (TYPE 6051-T6) -0 6" MIN. 1/2" DIA (FOR PIPES 6" DIA), MIN BAR 1 1/2"x 1/4" LENGTH TO SUIT. 5/8" DIA (FOR PIPES 10" DIA), 316 SST PIPE CLAMP WHEN 3/4" DIA (FOR PIPES 12" DIA) USED W/ PVC PIPE, PROVIDE TYPE 316 SST W/ TWO (2) HEX NUTS IN ALUMINUM SHIELD AROUND 'U' BOLT, NUTS & WASHERS SST HOSE CLAMP CONC ANCHOR (TYP) PIPE AT CLAMP W/ LOOSE FIT AND 1/8" NEOPRENE PAD 1/8"x 6" WIDE ALUMINUM PLATE FACE OF PRE-FABRICATED ROLLED TO MATCH PIPE _0 1/8" NEOPRENE PAD SURFACE OUTSIDE DIAMETER WITH �! 1/8" NEOPRENE PAD EG� "�j1 (ALL AROUND) - I 1/4" MINIMUM BENT w PLATE ALUMINUM (6061-T6) Z) a ALUMINUM PLATE ROLLED TO MATCH PIPE ALUMINUM PIPE O LL (TYPE 6051-T6) OUTSIDE DIAMETER ALUMINUM 0 O 3/16 ui N O I 11/2" MIN GROUT 1" GROUT � � FINISH FLOOR ALUMINUM BASE PLATE — aa - 316 S T6) d LEVELING NUTS, a a . 316 SST ANCHOR BOLTS "' � TYPE 316 SST W/ CONCRETE ANCHOR is TO SUIT TYPE 316 SST ADJUSTING NUTS CONCRETE ANCHOR BOLTS (ADJUST BEFORE GROUTING) (:DPIPE SUPPORT (FLOOR) PIPE CLAMP STANCHION PIPE SUPPORT N0 SCALE @NO SCALE 3 NO SCALE 5 PVC 4 c4i PIPE o PVC WATERSTOP WALL FLANGE. PVC WELD AT CENTERLINE OF WALL THICKNESS 1/2" DIAMETER OD + 3" i CORE DRILL THRU EXST MANHOLE, FILL VOID W/ NON-SHRINK GROUT a. U 4 PIPE PENETRATION THRU MANHOLE WALL NO SCALE IL 175 Calle Magdalena No. M21 m a . Encinitas, CA 92024 ENV. IP/3IJ 'k R. (760) 753-1120 q� QIYIL�� F: (760) 753-0730 Cw REVISI❑NS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIFNED J.J.C. T.W.G. I J.B.R. APPROVALS CITY ®F ENCINITAS DRAWING NO. BENCHMARK: CENTERLINE WELL City PLANS PREPARED UNDER SUPERVISION ❑F RECOMMENDED APPROVED WORK PROJECT N❑, MOONLIGHT BEACH LOCATION O INTERSECTION TON OF HORIZONTAL AS SHOWN DATE + BYI BYl M —1 RR 6 ENCINITAS BLVD. Of RUN-OFF TREATMENT FACILITY RECORD FROM: OFFICE OF SDCO T-31 R.G.E. NO. AS SHOWN l DATEI DATE,�- NAVD 88 USG&GS DATUM ELEV 71.386 VERTICAL GEncinitas ENGINEER EXP. MECHANICAL DETAILS — 1 SHEET 11 OF 16 CITY DRAWING NO. 23-131 SYMBOLS ABBREVIATIONS A AMPERES, AMMETER (N) NEW TRANSFORMER CONNECTION $ TOGGLE SWITCH, 3—INDICATES 3—WAY NORMALLY OPEN PUSHBUTTON, AC ALTERNATING CURRENT N NORMAL G (DELTA—WYE W/GROUNDED NEUTRAL) 3 MOMENTARY TYPE AF AMPERE FRAME N/A NOT APPLICABLE AFF ABOVE FINISHED FLOOR NC NORMALLY CLOSED J } INCOMING LINE FLEXIBLE CONDUIT CONNECTION AIC AMPERES INTERRUPTING CAPACITY NOT IN CONTRACT NO J o-- PRESSURE SWITCH AR ALARM RELAY A10 AT AMPERE TRIP NTS NOT TO SCALE Q, LINE SWITCH DISCONNECT - (30A, 3 POLE UNLESS ® GROUND WELL AWG AMERICAN WIRE GAUGE OC ON CENTER NF OTHERWISE NOTED) NF INDICATES NON-FUSED o— FLOAT SWITCH OL'S OVERLOADS BC BARE COPPER CONDUCTOR KWH KILOWATT HOUR METER O GROUIND ROD 3/4" X 10'-0" COPPER CLAD BKR BREAKER P POLE, PHASE (UNLESS OTHERWISE NOTED) d I � NORMALLY OPEN CONTACT C CONDUIT PB PULL BOX, PUSH BUTTON 1 70A THERMAL MAGNETIC BREAKER, 70 INDICATES TRIP J( JUNCTION BOX OR CONDUIT FITTING CB CIRCUIT BREAKER PCP PUMP CONTROL PANEL J 3P SIZE, 3P INDICATES NO. OF POLES, MCP INDICATES CO CONDUIT ONLY PE PHOTOELECTRIC CONTROL MAGNETIC ONLY (MOTOR CIRCUIT PROTECTOR) - - NORMALLY CLOSED CONTACT CONT CONTROL PFR POWER FAILURE RELAY CR CONTROL RELAY PNL PANEL OM O2 CONDUIT RUN, EXPOSED METER, MOTOR (NUMBER INDICATES HORSEPOWER) INDICATING LIGHT CU COPPER PRI PRIMARY � G G — GREEN, R — RED PROVIDE FURNISH, INSTALL & CONNECT CONDUIT RUN, IN SLAB OR BELOW GRADE (10) CONDUIT RUN, FULL STROKE DESIGNATES PHASE WIRE, DC DIRECT CURRENT PVC POLYVINYL CHLORIDE PWR POWER HALF STROKE INDICATES NEUTRAL WIRE, CONDUIT FILL DET DETAIL CONDUIT BENDS AWAY FROM OBSERVER PER CODE OR MIN. SIZE CONDUIT AS PERMITTED ON FEET M ELAPSED TIME METER DIAG DIAGRAM R RELAY PLANS OR SPECIFICATIONS, NUMBER ABOVE CROSSED CONDUIT BENDS TOWARD OBSERVER LINES INDICATES WIRE SIZE OTHER THAN #12 (E) EXISTING READ REQUIRED RGS RIGID GALVANIZED STEEL CONDUIT (10) TD TIME DELAY RELAY, R — CONTROL RELAY EL ELEVATION ENCL ENCLOSURE/ENCLOSED SCE - SOUTHERN CALIFORNIA EDITON CO. CONDUIT HOMERUN TO PANEL "A» NUMBER EQUIP EQUIPMENT O CONDUIT RUN — CHANGE IN ELEVATION CIRCUITS 1 & 3 (COMMON NEUTRAL) SCH SCHEDULE A-1,3 ETM ELAPSED TIME METER SEC SECONDARY, SECONDS H O REFERENCE NOTES, NUMBER INDICATES EXIST EXISTING SEL SELECTOR G GROUND WIRE OR BUS NOTE NUMBER SF SEAL FAILURE FIN FINISHED SH SHIELD 00 HAND/OFF/AUTO SEL. SWITCH FLEX FLEXIBLE SPEC SPECIFICATIONS J SF SEAL FAIL SWITCH FUT FUTURE SPDT SINGLE POLE, DOUBLE THROW TRANSFORMER „A SPST SINGLE POLE, SINGLE THROW G GREEN GROUND CONDUCTOR SS SELECTOR SWITCH GALV GALVANIZED SW SWITCH CONDUIT SEAL FITTINGS TS TEMPERATURE SWITCH GND GROUND T1 TRANSFORMER NO. 1 ® GEN GENERATOR COMBINATION MAGNETIC MOTOR STARTER TB TERMINAL BLOCK HP HORSE POWER TDAE TIME DELAY AFTER ENERGIZATION HT HEIGHT TDR TIME DELAY RELAY HZ HERTZ (CYCLES PER SECOND) TEL TELEPHONE HOA HAND/OFF/AUTO TOAE TIME TO OPEN AFTER ENERGIZATION TRANSF. TRANSFORMER FIXTURE SCHEDULE ICTO INSTANTANEOUS CLOSE TIME TS TEMPERATURE SWITCH DELAY OPENING TYP TYPICAL JB JUNCTION BOX UG UNDERGROUND UON UNLESS OTHERWISE NOTED KVA KILO VOLT—AMPERE V VOLTS KW KILOWATTS VA VOLT—AMPS KWH KILOWATT HOUR FIXTURE SCHEDULE W/ WITH L LOAD WM WATTMETER LS LEVEL SWITCH (FLOAT) W/0 WITHOUT TYPE DESCRIPTION MOUNTING VOLTS NO. OF LAMP TYPE TOTAL MANUFACTURER AND REMARKS LTG LIGHTING WP WEATHERPROOF LAMPS WATTS CATALOG NUMBER LOS LOCK—OUT—STOP XFMR TRANSFORMER PENDANT/WALL MOUNTED FLUORESCENT FIXTURE, 8' LONG PENDANT/ 120 2 F96T12/HO 220 LITHONIA CAT. # WRAP AROUND A MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WALL 800 MA DD-296HOA—WLF FIXTURE M MOTOR 2/96 WITH HIGH IMPACT ACRYLIC DIFFUSER, WITH CAPTIVE STEM HANGERS, OR MTG. HT. 8' AFF. MAX MAXIMUM LATCHES, COMPLETELY GASKETED AND ENCLOSED MCP MOTOR CIRCUIT PROTECTOR SUITABLE FOR WET AND CORROSIVE LOCATIONS. MIN MINIMUM MTD MOUNTED MTG HT MOUNTING HEIGHT MS MOTOR STARTER MSC MANUFACTURER SUPPLIED CABLE WALL MOUNTED EMERGENCY LIGHTING UNIT WITH 5 CELL, WALL 6V DC 2 PAR 36 50 EXIDE CAT. # WITH WALL 6 VOLT POCKET TYPE NI—CAD BATTERY WITH CHARGER 101 -582-0009-5 BRACKET B ALL ENCLOSED IN AN 18 GAUGE STEEL CASE WITH 2-25 MODEL NAS-5, GENERAL NOTES 2/25 WATT SEALED BEAM LAMPS COMPLETE WITH DROPOUT OR EQUAL CIRCUIT, CHARGER CONTROL, SIGNAL LIGHTS, SWITCHES AND METER SUITABLE FOR 120 VOLTS, 1 PHASE A.C. 1 . ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH 5. TEST ALL PARTS, CONNECTIONS AND COORDINATE WITH NATIONAL ELECTRICAL CODE, LATEST EDITION AND LOCAL RULES EQUIPMENT MANUFACTURER AND DEMONSTRATE TO AND REGULATIONS OF GOVERNING AUTHORITIES. OWNER THAT THE EQUIPMENT OPERATES PROPERLY. NOTE: ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING TYPE LAMPS AND BALLASTS. 2. ALL MATERIALS SHALL BE NEW AND SHALL BE AS SPECIFIED. 6. USE FLEXIBLE LIQUIDTIGHT CONDUITS FOR SHORT ALL MATERIALS SHALL BE UL LISTED FOR THE INTENDED USE. TERMINATIONS SUBJECT TO VIBRATION. OFESS/p 3. CONTRACTOR SHALL VISIT THE SITE DETERMINE ALL WORK 7. ALL WIRING SHALL BE COPPER SIZES AS NOTED. o� H. Bq�F RECORD DRAWING 6. �y o. TO BE DONE AND FIELD CONDITIONS AFFECTING THE WORK y y PREPARED BY RICHARD BRADY&ASSOCIATES NOTE: _ 175Cau m eMagdaiena c3 m THIS RECORD WARING HAS BEEN PREPAREOBASE3 UF'UNINFORMATION AND THE COST THEREOF AND INCLUDE THEM IN HIS BID. 8. VERIFY EXACT LOCATION OF ALL EXISTING UNDERGROUND es No 46127 m W FURNISHED BY OTHERS WHRE THIS INFORMATION IS BELEWD ro BE �np No. E9420 m RWABIE, THE ENGINEER CANNOT ASSURE ITS ACCURACY OF THIS RECDRD UTILITIES BEFORE EXCAVATION. ANY DAMAGES DONE TO m e y,. 12131/02 PM61 Encinitas, CA 92024 M® MARK BALAN & ASSOCIATES �, Expires * DRAG OR FOR MY R ASS Aa OR OOINiSH� IM ON HAW 3/31/06 OOCURENr ARE EFRDNSmroaITFNB10EPENDEOSE, FlCanONOFiS SEE NEW ELECTRICAL SHEETS E1 THROUGH E4 4. CONDUITS INSTALLED IN EXPOSED LOCATIONS SHALL BE EXISTING UTILITIES SHALL BE REPLACED, OR REPAIRED, tviy &� 4540KEARNY VILLA EROAD, SUITE 221 2gr4eCTR\CP�v� A ACYBffOREAPPLYNCITFORANYPU�OSE 1 . PVC COATED, RIGID GALVANIZED STEEL CONDUITS. PROMPTLY AT THE EXPENSE OF THE CONTRACTOR. `. P: (760) 753-1120 ,r F �. �Q- F: (760) 753-0730 SAN DIEGO,CALIFORNIA 92123 FOF C DA,E AND P1 & P2 (ELECTRICAL PANELS) (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MB TN MHB APPROVALS CITY ®� �N 91�IiT�a� DR WING NB. BENCHMARK: CENTERLINE WELL .s _ City PLANS PREPARED UNDER SUPERVISI❑N ❑F RECOMMENDED APPROVED WORK PROJECT NO. MOONLIGHT BEACH MONUMENT TOP BRASS DISK DATE I BY1 BYI RUN-OFF TREATMENT FACILITY SYMBOLS, E-1 LOCATION @INTERSECTION OF HORIZONTAL ®f ABBREVIATIONS, RR & ENCINITAS BLVD. R,C,E, NO, I RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN tl DATE: DATE, NAVD 88 USG&GS DATUM ELEV 71.386 � r Encinitas ENGINEER EXP, FIXTURE SCHEDULE AND GENERAL NOTES SHE :T 11 ❑F 1:6 CITY DRAWING NO. 0023-Di d ------ it 11 lit I' --- i 1 ,I D , it ow. MCC It lilt I ll - As �� - RUN CONDUIT EXPOSED I I �l I I I --.-� __ --- WffHN PUMP STATION 1 n '` 7{LEMErRY i it - PANEL - II 111' II i 111 107 1' /i Ill — ! _ - I i 102 104 „ / . It \�� 107 111 l" i- 107 111 108 VAULT �— --1 --- --� t -mo - - 100 WET WELL COLLECTION 1, SIGNAL HANDHOLE BASIN W/ PUMPS 11 I' I I II it 1 '{1i 107 111 SHH-1 PROCESS ARE SEE I 1 I (11' X 17� X 12"0) __ _ DWG. E-4 i I I it 11 , . HANDHOLE _----- n 11 it it II (11 (11 0 X 17® X1211)) TERMINAL p � 1 Iil /9 (24" X 24' X 12 )W It I I+I I 4 �, li T�RyEyAT/MSENpTE ARFA II it i 1 I I, 11 11� �__- --�-- LREATM NT SEE DWG E- NT ON HEADWALL) ' ili I I I l ill Ii ii 11 102 104 __-� / I/-r I 1 1 �, II 107 111 it I I I I 1 i t �� / I it 111 1 it 102 104 1 lilt 'l 'I it 1, it It I Il DENS - it � ill t it it it it 11 It tpN i1 'I'l it i'11 it it ~ I ' 11 It 4—zz zz 1 it It 0 1 P 0 I I III I SITE PLAN SCALE: 1 /8" = 1 '-0" NOTES: O1 IN DQSITNG MCC, PROVIDE NEW MATCHING 70k CB WRH NEW DOORS ETC., TO PROVIDE FEED TO OFESS/o NEW POWER PANEL *PP-11 AND DESIMTE RECORD DRAWING ACCORDINGLY® � PRK A�'9y Z PREPARED BY RICHARD BRADY&ASSOCIATES NOTE® �e9 � `' ,� O 175 Ca11C Magdalena s:y (n THIS RECORD DRA'MNG HAS BEEN PREPARED BASED UPON INFTEMATON /I'I1 I� �/I� /� D ® (� NO. 7127 IN VT FURNISHED BY OTHERS WHILE THIS INFORMATION IS BELIEVED TO BE 2 L 11�..r GAh711 SPARE INPU I COMMON FAA W No. E9420 MRNISLE HE OTHERS CANNOT ASSURE ITS ACWRACY O TO RECORD uj cc Encinitas, CA 92024 p q pp EX IfCS DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN E-P. 1 �3I�O2 M B MARK BALAN & ASSOCIATES P INCORPORATED INTO IT AS A RESULT.THOSE RELYING OR THIS RECORD INDICATION NG TELEMETRY SYSI M. 'Y 3/31/06 * DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF IBS SEE ELECTRICAL SHEETS E1 THROUGH • P: (760) 753-1120 Q,A CONSULTING ENGINEERS ACLU CY BEFORE APPLYING IT FOR ANY PURPOSE Z © ® F: (760) 753-0730 a.R� SAN DIEGO, A9 SUITE 221 �T9 OF CA�F�P EN INFER oAIE Z ® (ELECTRICAL PANELS)dem 0. F I (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MB TN MHB APPROVALS CITY OF= CI IT DRA ING NO, BENCHMARK: CENTERLINE WELL . .. `s city PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROVED WORK PROJECT NO. MOONLIGHT BEACH MONUMENT TOP BRASS DISK LOCATION 0 INTERSECTION OF HORIZONTAL AS SHOWN .a DATE BY: Y: RUN—OFF TREATMENT FACILITY RR & ENCINITAS BLVD. ®f t-2 RECORD FROM: OFFICE F ® VERTICA AS SHOWN R,C,E, NO, DATE: DATE: NAVID 8 USG&GS DATUM LEV1.38 Encinitas ENGINEER ExP, AL SITE PLAN SHEE 12 OF 1 CITY DRAWING NO. 0023—D1 EXIST. MCC AT PUMP STATION POWER PANEL 'PP- 1 ' � --------® T--------------I------------- NAMEPLATE Z BLDG TREATMENT LOC MPZ MTG MPZ MAIN a ., �®--®—®®®®r—®®®®® 100 AMP. 480V 3 PHASE, 3 WIRE, 30,000 AIC �® — � 4W 106 I I I I I BUS AMPS 1 VOLTS 1 /2 . 3PH, FEEDER AT ®1 J I I I 1 I WATTAGE OUTLETS 20A, 1P, U.O.N. OUTLETS WATTAGE J I I 1 1 2 3 4 1 5 1 DESCRIPTION DESCRIPTION 'Q l I I A B C LTG RECMISC 10,000 AIC LTG RECMISC A B C O �P 1 I I ) 3 I J 3P I ) I 20A I 3P I UV-1 1 1 1 2 2 60 RECEPTACLES I I I I I I I UV 1 1500 1 3 4 1 500 MOV-1 I I I 1 1 I I PUMP CONTROL PANEL 500 1 1 5 6 4 SW LIGHTING ®--®I-------I I I 1 1 I I EMERGENCY UGHIING 50 1 1 7 8 SPARE I I f f 0 I SPARE 9 10 SPARE I GND I I I I I SPARE 1 1 12 9 AUT° CONT, PNL° S I I I I I 13 14 100 L------ ---L----------- lie----- ------------ ----®®®I---®® ®®®®®®- 15 16 101 103 21 22 23 24 b 105 106 CONNECTED LOAD 1550 1500 500 5710 360 500 13M CONNECTED LOAD ®� FUTURE LOAD 9290 FUTURE LOAD \� C14 0 A LOAD 5000 0 A LOAD ° 1 104 0 B LOAD r � ® 0 C LOAD 0 B LOAD X UV MINI C LOAD TERMINAL POWER TOTAL LOAD ZONE 1 1 1 MODULE , 12 KW +LCL 3 KW— 15 KW AT 208 VOLTS 3 0 = 41.6 AMPS 5 5 z z � �I C14 3c qx ® 1L a CONDUIT CABLE ITEM FROM VIA TO REMARKS R P � NO. SIZE a SIZE CL A v ® 1 100 311 4 ST. MCC UG POWER PANEL 'PP-1' POWER + 1 GND. 3 101 3/4" 3/1 #12/#12 PP-1 — STARTER FOR P-1 POWER + 1 12 GND. 4 SINGLE LINE DIAGRAM 5 102 in 311 j1Qa12 STARTER FOR P-1 — TERMINAL BOX AT WET WELL POWER + 1#12 GND. NO SCALE 6 6 112 STARTER FOR P-1 — TERMINAL BOX AT WET WELL CONTROL + SPARES 7 8 102A 1" — MSC TERMINAL BOX AT WET WELL — MOTOR FOR P-1 MSC 9 10 103 3/4* 311 JIV1112 PP-1 — STARTER FOR P-2 POWER + 1#12 GND. 11 12 104 1" 3/1 #10/#12 STARTER FOR P-2 — TERMINAL BOX AT WET WELL POWER + I 12 GND. 13 6 #12 STARTER FOR P-2 — TERMINAL BOX AT WET WELL CO + SPARES 14 15 104A 1" — MSC TERMINAL BOX AT WET WELL — MOTOR FOR P-2 MSC 16 17 105 3/4 3 1 10 12 PP-1 — UV L LE + 1#12 GND. 1 19 106 3Z4! 311 6 PP-1 — MINI POWER ZONE 'MPZ' POWER + 1#6 GND. 20 21 107 1" — MSC LE-1 — PUMP CONTROL PANEL SIGNAL MFG. SUPPLIED 22 23 108 3Z4 12 #14 PUMP CONTROL PANEL UG EXIS?. TELOOErRY CABINET CONTROL + SIGNAL 24 25 109 3 4" 8 #12 UV CONTROL MODULE UG PUMP CONTROL PANEL CONTROL + SPARES 26 27 110 314" 1 8 #12 AUTOMATIC BACKWASH CONT. PNL UG PUMP CONTROL PANEL CONTROL + SIGNAL. 28 29 111 1" 4 J12 —1 —1 UG PUMP CONTROL PANEL CONTROL + SPARES 30 31 112 3Z4 10 112 PUMP CONTROL PANEL — STARTER FOR P-1 CONTROL + SPARES 32 33 113 3/4* 10 #12 PUMP CONTROL PANEL STARTER FOR P-2 CONTROL + SPARES 34 35 114 3Z4 2 XJISSH PUMP CONTROL PANEL — —1 SIGNAL 36 MSC — MANUFACTURER SUPPLIED ESS/� F H. RECORD DRAWING NOTE: h� � 04 4' B '9y PREPARED BY RICHARD BRADY&ASSOCIATES �/ ®/� 2 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION 1 IN EXISTING MCC, PROVIDE NEW MATCHING 70& 3P N®, as127 � )I"n 175 Calle Magdalena Tm'et FURNISHED BY OTHERS.WHILE THIS INFORMATION IS BELIEVED TO BE D I12/127 a1 No. E9420 Z RELIABLE, HE ENGINEER 1 . SEE NEW ELECTRICAL SHEETS 2229-E1 THROUGH 2229- 4 [� ]/H NEW ®� ® Erc; •rot DE r DRAW9NG OR FOR ANY ERRORS RESULT.OMISSIONS WHICH MAY HAVE BEER NEW POWER PANEL PP-1 AND TE FriCiniYas, CA 92024 MARK BALAN & ASSOCIATES EXPI/0 INCORPORATED INTO SE AB A AIN I THOSE ENT REI—MNG W ON THIS RECORD pm] �? {g DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFlCATON OF ITS 3/31/O6 ACW CY BEFORE APPLYING IT FOR ANY PURPOSE P: (760) 753-1120 &A 4040 KEARNY VILLA ROAD,SUITE 221 �/q F4FCTR\CP�aP �-�. AND 2229-P 1 2229-P2 (ELECTRICAL PANELS) ACCORDINGLY . F: (760) 753-0730 SAN DIEGO,CALIFORNIA 92123 f OF C ENGINEER DATE (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED MB TN MHB APPROVALS CITY CX= ENCINITAS DRAWING N❑, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO, MOONLIGHT BEACH MONUMENT TOP BRASS DISK AS SHOWN DATE BY: BY: RUN-OFF TREATMENT FACILITY LOCATION C� INTERSECTION OF HORIZONTAL ®� ®3 RR & ENCINITAS BLVD. l NO E C, , , RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN R, DATE: DATE: SINGLE LINE DIAGRAM NAVD 88 USG&GS DATUM ELEV 71.3i3B ncinias ENGINEER Encinitas EXP, ��` �� A� ®� SHE T 13 ❑F 16 CITY DRAWING NO 0023-DI TELEMErRY PANEL 01 AT PUMP STATION, /Nl� F N TIONB G S . E-2 J-BOX FOR T PUl 'J N J-BOX FOR �. E-2 d UN STERILIZER NO. 1 113 I PANEL IPP-1a PUMP NO. 2 W STS NO. 2 'W 2' 1 \ \ "� 0 o � STARTER 'PW2' �� GROUND i SEE DET. 3/E-5 ACCESS HATCH I � 102 -� 11 �; FOR CONTINUA j -- j T TL 1 �T p G ! SEE® U/FER GND.. ' ' SEE DWG. E-2 107 LPZ-3 ( L - �I 1 I 5EE 1 1 1 1 1 1 MTG. STAND ® R L®1B ®1• i _, ''��� 111 I ! SEE DET. 4/E®5 ®ET. S/E®5 I �-_�"� _,.- ' �` 1 � 1 It---��� G -- - DEMICAL EQUIPMENT GROUND CONDUCTOR GROUND BUSS OR LUG C) (IN CONDUIT WHERE EXPOSED TO PHYBK/IL TERMINAL IP B 7M WIRE FROM CC D EXIST. HEADWALL MOISTURE D O P-1 11 5 8° GALVANIZED ND CONNECTION 4/ THERMAL O.L. LM Li(INSIDE) GROUND CONNECTION M MOTOR (INSIDE) 24® GRADE LOS FOR P-1 12® (INSIDE) T a a NOT MORE r OR u r r MOTOR LEADS LESS THAN 'I" WHERE 20 OR MORE Q a 24 LJ L J L J (INS u STAIN N X CONCRETE IS IN DIRECT GROUND LUG a J—BOX PAD K a F-1 1 r�1 r a CONTACT WITH EARTH �IINGE L J L J L J G ND LUG LT JUNCTION BOX L J X4/0 BC GROUND WIRE (INSIDE) TO 1 5/8" UNISTRUT 10 —T (3" MIN. FROM REBAR) 0 ( IN SEPARATE GROUND STEEL a ROD FOR MCC PANEL FOUNDATION o ° (NOT ON #4/0 BC.) OR FOOTING OOZ v S LE N ff SPACE N P FL a a 44 CONCRETE ENCASED GROUND CONDUWLES U DETAIL 2 ITS/CABLES P S NO SCALE ®5 PER PLANS TV.NOTE CONDUIT AND WIRE SIZE PER PLANS AND SPECS. TERMINAL BOX FOR TERMINATING FLEXIBLE CABLE MOTOR LEADS ABOVE GRADE DETAIL 1 J—Dox CONDUIT AND CABLE NO SCALE ® E®5 (N 7D) T P d LEAVE 8' IN WLES TO ALLOW FOR -- LEVEL ADJUSTMENTS DUIT/ LE SECURE FLOAT CORD FINISHED GRADE '4" MONUMENT 3/ RADIUS 9/r VMIZ® PLATE VERTICAL PIPE WITH TO EXIST. DIMENSION REQUIRED TO SUIT PLASTIC TIE WRAPS (IYP.) STAINLESS STEEL GROUND CLAMP LEGEND ON COVER. EQUIP RILL PLATE FOR BURNOY TYPE �`� ��ti (BOLTED COVER) 2 MAX. SPACING MOUNTING CLAMP ©) OF REQUIRED. . GAR OR E �� R S ES 1 SCH 80 PIPE GP. N E P ' �' HIGH LEVEL FLOAT ELECTRIC ffi CONTINUOUS GROUND I I ' -_ =_ _- _-- = FLOAT SWITCH (LSH-1) ®111 OR ULTIPLE ------ --_ ®115 OR D I TI EQUAL __- E P WIRE L ND 4W [5.4� - - - -_ -_-_- - ° TOEQUIPMENT P° ICU DY 3/1 _-_ _ _-- =_ a G ii, Y\!ii\\ afr\\ ����\\ N � WELL -_: _-_-_-__ LOW LEVEL FLOAT \ \� \r - - FLOUT SWITCH (LSL 1) ®1118 OR E I COPPER CLAD GROUND 1/2" X Sm MINIMUM E PL ------=- W/4-5/6" X 50 EXPANSION MCHOR - G ROUT- BOL7S NUTS AND WASHERS LEVELING NUTS AND WASHERS NOTE FLOAT SWITCH SHALL BE CONSOLIDATED ELECTRIC BULLETIN GROUND ROD AND WELL ("I CAL) B100 WITH 30 FEET OF UNDERWATER CABLES WITH DETAIL 3 CONTROL STATION MOUNTING STAND ETC.. NO SCALE ° E®5 DETAIL 4 LEVEL SWITCH INSTALLATION NO SCALE ® Em5 DETAIL 5 7 ROESS/ RECORD DRAWING NO SCALE PREPARED BY RICHARD BRADY&ASSOCIATES ® E® THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION (Q i �/. FURNISHED BY OTHERS WHILE THIS INFORMATION IS BELIEVED TO BE Z 175 Calle Magdalena U' RELIABLE.THE ENGINEER CANNOT ASSURE ITS ACCURACY OF THIS RECORD C7 No. 127 111 /q�R No. E9420 A DRANTNG DR FOR ANY ERRORS OR OMISSIONS WiHICH MAY HAVE BEEN W V I V MARK BALAN & ASSOCIATES * P * DC JMENT M AD IT AS A OBTAIN I. DEPE ENT W ON X15 RECORD 1 ® SEE ELECTRICAL E 2 -E1 THROUGH 222 -E * 12 3L02 Encinitas, CA 92024 Expires DOCUMENT ARE ADNSED TO OBTAIN INDEPENDENT YIItION THIS OF 1R //�� 3/31/06 ACLU CY BEF E APPLYING IT FOR ANY PURPOSE. • P: (760) 753-1120 �/"1 4540 KEAR YVILLA ROAD,SUITE 221 `�qT�F-TR\( P ENGINEER DATE 1 aG 2229-P (ELECTRICAL PANEL) �''TF F ` F: (760) 753-0730 SAN DIEGO,CALIFORNIA 92123 F OF CALF (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED MB if TN I MHB APPROVALS CITY F ENC:ANITAS DRAWING NO, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED WORK PROJECT NO, MOONLIGHT BEACH MONUMENT TOP BRASS DISK AS SHOWN r DATE : BY: BY: RUN—OFF TREATMENT ILIT _5 LOCATION C+� INTERSECTION OF HORIZONTAL ®� RR & ENCINITAS BLVD. R,C,E, NO, : CT �w NAVD 88 US&SF ATUMFELEV®1,388 VERTICAL AS SHOWN ENGINEER DATE: DATE: DETAILS A'L�7 Encinitas EXP, SHEET 15 OF 1116 CITY DRAWING NO. 023 -DI ----------------------------i v L1 I MS-1 OL rxl . j ®1 I PUMP CONTROL PANEL �1 I OL I INPUT/OUTPUT (I/O) SCHEDULE —n 48OV® 3PH L2 1 5 PUMP NO. 1 0> I -1 OL I NEMA 12 ENCL ITEM DI Al DO AO DESCRIPTION REMARKS I I 1 X WET WELL LEVEL IX —1 L----------------- ---� 2 X WET WELL LM — H —1 I 3 X I WET WELL LEVEL — LOW LSL 1 I 4 X PUMP NO. 1 — RUN STARTER 5 X PUMP NO. 1 — FAIL STARTER 6 X PUMP NO. 2 — RUN STARTER I 7 X PUMP NO. 2 — FAIL STARTER I 8 X W SYSM — ON W CONTROL PANEL I 200VA CPT 480/120V I 9 X W SYSTEM — FAIL W CONTROL PANEL I 10 X AUTOMATIC BACKWASH SYSTEM — ON BACKWASH SYSTEM I ® = I 11 X I AUTOMATIC BACKWASH SMEM — FAIL BACKWASH SYSTEM LOS 12 X MOTORIZED VALVE CONTROL SIGNAL 4-2OnA M0V-1 j ETM PUMP NO. 1 I 13 X ENABLE PUMP NO. 1 PLC I i 14 X ENABLE PUMP NO. 2 PLC I MS-1 15 X CLOSE MOV PLC G PUMP . 1 RUNNING 6 16 X ENABLE W-1 PLC I 17 X ENABLE W-2 P I I 18 X SHur—DOWN W SYSTEM PLC I L1 I I I 1-2 R I I PUMP NO. 1 OFF I I SSI PUMP NO. 1 RUNNING I DL'S �❑ 1 f H 1 MS 1 TO f T I P. I ®� A PROT. PUMP NO. 1 FAIL I DL'S TO PCP I I L HARM I I I M C1-1 f PUMP SEAL CONTROL FAIL ' j 1 mmm (PCP) I ( AM TE) ° I 24° I I MIL ICS I I 3 4 5 6 N PLUS "I D TORCH SCREEN MAN ° R FAIL i MACHINE INTERFACE 1 2 `1 IJ 1 ° WARRICK ° I G H L RL G Lt I ®1 MMI WEr WELL I LEVEL 3 POINT LATCH I I I I PLC I I TO E I I I I POWER SUPPLY I I (INSIDE) I L---------------------------------------------------j I I �®® ®--� PUMP NO. 1 L---MIN®AL---®� CONTROL SCHEMATICS R PUMP NO. 1 do 2 — NEMA 12 ENCL) NO SCALE PUMP CONTROL PANEL 'PCP' (NEM 12 — 24' ) NO SCALE LEGEND: �oP� �OFHSS� � NOTE® RECORD DRAWING �' e� c ® I FIELD 9 Z PREPARED BY RICHARD BRADY 8 ASSOCIATES .0 175 Cdlle Ma CIdIEIIH C.D THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION N®, {96127 Nfl g ImTI FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE W Ifl /i1�}rye( No. E9420 m AUXILIARY OL 1 . SEEN ELECTRICAL SHEETS 2229-E1 THROUGH 2229- RELIABLE, THE ENGINEER CANNOT ASSURE ITS ACCURACY OF THIS RECORD c Esp. 14?131102 �• Y V i L/ MARK BALAN & ASSOCIATES DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN DDii —I ti,RCIC1ILfl5, CEO 92024 Expires INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD PWI 3/31/06 AND 2229®P 1 2 ® (ELECTRICAL PANEL ) DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFlCAIIDN OF ITS �. CjvI3+ P: (760) 753-1120 �� CONSULTING ENGINEERS ST F� ��. P AM ANY EEO E ISED TO IT FOR ANY PURPOSE. 9 I 4540 KEARNY VILLA ROAD,SUITE 221 qTn fCTR�O(�� -22- ��"OF CAi F: (760) 753-0730 SAN DIEGO,CALIFORNIA 92123 ` OF CA�>E [111UNEER DATE (858)292-5900 127-43-FINAL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MB TN MHB APPROVALS I I® ENClNI T AS DRAWING NO, BENCHMARK: CENTERLINE WELL city PLANS PREPARED UNDER SUPERVISI❑N OF RECOMMENDED APPROVED WORK PROJECT NO, MOONLIGHT BEACH MONUMENT Toy BRASS DISK AS SHOWN - = DATE : BY; BY; RUN-OFF TREATMENT FACILITY RR LOCATION ENCINI AS BLVD. PION OF HORIZONTAL ®f � ® RECORD FROM: OFFICE OF SDCO T-31 VERTICAL AS SHOWN R,C,E, NO, : DATE; DATE: CONTROL SCHEMATICS, '/ SCHEDULE NAVD 88 USG&GS DATUM ELEV 71.388 Encinitas ENGINEER EXP, AND DETAILS SHEET 16 OF 16 1 CITY DRAWING ISO. 002`4-DI _v 480VAC/3PH/60HZ, 25.0 AMP FIELD �f USE COPPER 60/75° WIRE ONLY TORQUE: 12 LB-IN A B C GND r J #10 Z FU12 1260 CR6-1 1261 BV-1 N �T 100 126 1 O 1 OPEN BV-1 KLDR #16 (1) (3) I #6 BACKWASH VALVE d DISC — GF SIGNET CR6-1 1270 I I 120 VAC,18 VA 101 127 (1) (4) O 2 CLOSE O T NOTE: LOCAL DISCONNECTS SHALL BE I = L" o "Y o PROVIDED BY CUSTOMER (IF USED) FU13 1280 CR7-1 1281 I BV-2 _ I N 102 J J J FIELD 128 KLDR #1s (1) I � 1 OPEN 3 O #16 BACKWASH VALVE BV-2 GF SIGNET 7 CR7-1 1290 I 120 VAC,18 VA 129 (1) (4) OI 2 CLOSE 103 FU1 ,2,3 — CCMR _ (CLASS CC) r MCP1 � _ MS1_ -1 ! I P-1A FU14 CR8-1 L 1u �--� , 1T1 1300 1301 ( BV-3 I N 104 10 30 10 ° °��° F �� �l PUMP 130 1 O 1 OPEN 3 O BV-3 I I I I I KLDR #16 (1) (3) I I #16 BACKWASH VALVE L2 1L2 I �� I I ?T2 3450 RPM _ _ _ �o GF SIGNET 105 10 30 1 o 7 1 /2 I 480/3/60 CR8-1 1310 I I 120 VAC,18 VA 131 O 2 CLOSE O �� L10 30 110 1T3 I I 10.8 FLA (1) (4) L - - - - - - - J - - - - J BV-4 106 ( 204) I = 132 FU115 1320 CR9-1 1321 p I 1 OPEN [a- KLDR O N BV-4 #16 (1) (3) I I #16 BACKWASH VALVE _ _MCP2 _ _MS2_ GF SIGNET - - - - - -1 P-1B CR9-1 1330 120 VAC,18 VA 107 I ��^ ^ ,�`o of -o--i — 2ri — — _ o I PUMP 133 (1) (4) O 2 CLOSE O �� �"�' I I I 1 3450 RPM 108 �� I �1 2T2 - I I 7 1 /2 I 480/3/60 134 10.8 FLA I TT-1 I C B L3 �I - L - - - - - - - J - - - - J I + I1:5.2+ 412 109 ( 205 ) _ 135 I OUTPUT I1:5.2— I 4-20mA - 412 FU4 FU16 110 #10 KLDR 1#04 136 KLDR 1#160 O O POWER O t O #1s URBIDIMETER (CLASS cc) HACH 120 VAC, 40 VA 1 1 1 L1 F3 5 1110 480VAC 137 I O + -n--I #10 KLDR #14 (CLASS CC) H1 H2 H3 H4 112 CPT 1 138 1000 VA 113 1131 F1U56 1130 X1 X N FU17 ODO #14 KLDR #14 115VAC 139 5 1390 N GFI DUPLEX (CLASS cc) FIELD z KLDR #1s o o RECEPTACLE 114 FCV-1 CBL4 140 5 + I0:6.0+ 429 115 CONTROL 6 - I0:6.0- 430 141 4-20mA FU7 1160 CR1 -1 1161 I N FCV-1 1 16 1 jO�0� 1 POWER 2 + O FLOW CONTROL VALVE 142 KLDR #16 (1) (3) #16 GF SIGNET N _ 120 VAC,18 VA PLC ( ) ( ) O I O -I- O FU18 1430 LEI ALLEN-BRADLEY 1170 MICROLOGIX 1500 117 1 4 �- 143 5 L L 1431 L1 Micrologic 1500 Q KLDR #16 N N 1432 L2 m 120 VAC, 88 VA cf) co FU8 CR2-1 I PV-1 G G GND i _ m 1 18 KLDR #80 (1) (3) 1181 O 1 OPEN 3 + O #16 PROCESS VALVE 144 n KLDR _ CBL A ° o o CY 0r � o w GF SIGNET } z Gn m Gn Gn m m CR2-1 1190 I I 120 VAC,18 VA ° cfl w ° co co co co co co co 119 (1) (4) O 2 CLOSE O -I- -�O� 145 ° PV-2 I PANELVIEW TOUCHSCREEN COLOR DISPLAY 120 FU9 1200 CR3-1 1201 O 1 OPEN 3 -I- O N PV-2 146 PV600 ALLEN-BRADLEY KLDR #1s (1) (3) #1s PROCESS VALVE PANELVIEW-600 GF SIGNET 24VDC 24 VDC, 17 W CR3-1 I 3020 121 (1) (4) 1210 O 2 CLOSE O T -�{-- 120 VAC,18 VA 147 303 3021 + `-� �_ 303 PV-3 I _G 122 OF FU110 1220 CR4-1 1221 O 1 OPEN 3 O N PV-3 148 KLDR #16 (1) (3) #16 PROCESS VALVE CR4-1 ( I GF SIGNET 1230 120 VAC,18 VA 123 (1) (4) O 2 CLOSE 149 r °0 120 VAC °o FU 11 1240 CR5--1 —X12-41 I PV-4 I N c� • CONTINUED ON SHEET 2 N 7KLDR' #1 6 (1) (' 3) 150 124 1 OPEN 3 O -4# s PROCESS VALVE LTR DESCRIPTION DATE APPROVED 8Y °�`"" qM �/�I A S T E C H CR5-1 I �^ 20 SVAC 18 VA RECORD DRAWING 1250 ������JJJJ�I /�^�JJ �I'I�� PREPARED BY RICHARD BRADY&ASSOCIATES QTM 06/13/02 CONTROLS FAx (ale)ENGINEERING, INC. 125 O 2 CLOSE — O FURS FURNISHED B OTHERS.HAS BEEN PREPARED BASED UPON INFORMATION ON M O (1) (4) THIS RECORD BY OTHERS AS B THIS INFORMATION EP D BA IS UPON OR BE PER ci RELIABLE THE ENGINEER CANNOT ASSURE ITS ACCURACY OF THIS RECORD U"rt MOONLIGHT BEACH TREATMENT FACILITY Z DRAWNG OR FOR ANY ERRORS OR OMISSIONS V ICH MAY HAYS BEEN 2 USED INCORPORATED INTO IT AS A RESULT.THOSE RELYING ON THIS RECORD — ON 480/3/60 Control panel rLI DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF IFS ACLU �Y B6'iRE LYING IT FOR PNY PURPOSE p SCALE 4-22-fyY 1 AS BUILT OLD 21 02 AM NA SIZE DWG N0. RLVISION ENGINOER '1 DATE 0 INITIAL RELEASE 06/13/02 AM BHA 1 of 4 2229 - El I d 0 120 VAC FROM 0 DWG# 2229-E1 LINE 150 —~ LO J 200 P131 226 SLOT 1 252 SLOT 2 ..� ESTOP 3020 355 z 0 0 0 1769-OW8 1769-OW8 d oN 1:4/0 355 oN RELAY z RELAY z 201 1440 2010 2010 356 227 OUTPUT 253 ° L - J OUTPUT � � 202 SLOT 0 228 2010 0:1/0 UV-1 (BUILT IN BASE) VAC1 OUTO #1s CR10 CONTROL RELAY 254 1440 VAC1 OUTO #1s/0 AL/ R ALARM BEACON CR10- 1 UV-1 CONTROL RELAY 310 2311 203 229 (p �� ISO CONTACT 255 OUTPUT (10 AMP MAX) MCP1 —AC 0:1/1 CONTROL 0.2/1 H1 204 2010 VACO OUTO 0:0/0 356 356 2040 MS1 2041 I PUMP P-1A 230 OUT1 #1s CR11 CONTROL RELAY 256 OUT1 #16 HORN #16 STARTER CR11 -1 UV-2 CONTROL MCP2—AC O 330 2331 O ISO CONTACT 205 2010 VAC1 OUT1 X16/1 357 357 2050 MS2 2051 STARTER-18 231 (1 ) �� (10 AMP MAX) 257 FCV-1 LOW—LOW LEVEL 206 2010 VAC2 OUT2 0:0/2 CR1 FLOW VALVE 232 OUT2 0'1/2 SPARE 258 OUT2 0.2 2 CR16 #16 CONTROL RELAY #16 RELAY PV-1 _CR16 CR16 LOW-LOW LEVEL 207 2010 VAC3 OUT3 0:0/3 CR2 PROCESS VALVE 233 259 L_���� �❑ F ISO OR TOELEMETRY6 A P MAX) #16 CONTROL RELAY (12) (1 1 ) (14) PV-2 OUT3 0:1/3 208 2010 VAC4 OUT4 #16/4 CR3 PROCESS VALVE 234 � SPARE 0:2/3 LOW LEVEL CONTROL RELAY 260 OUT3 #16 CR17 RELAY PV-3 CR17 CR17 LOW LEVEL 209 0:0/5 PROCESS VALVE 235 261 (12—, I�1� —1❑4 FOR TELEMETRY AMP MAX) OUT5 #16 CR4 CONTROL RELAY ) ( ) ( ) PV-4 210 OUT6 0:0/6 CR5 PROCESS VALVE 236 VAC4 OUT4 0:1/4 SPARE 262 1440 VAC4 OUT4 0'2/4 CR18 RELAYLEVEL #16 CONTROL RELAY #16 CR18 CR18 HIGH LEVEL BV-1 I0I XI r�l 211 OUT7 0'0/7 CR6 BACKWASH VALVE 237 263 (122) (1) �4) ISO TELEMETRY AMP MAX) #16 CONTROL RELAY FOR TELEMETRY BV-2 0:1/5 0:2/5 HIGH-HIGH LEVEL 212 2010 VAC5 OUT8 0:0/8 CR7 BACKWASH VALVE 238 OUT5 SPARE 264 OUT5 1119 RELAY #16 CONTROL RELAY 016 CR19 CR19 HIGH—HIGH LEVEL 213 0UT9 0:0/9 CR8 BACKWASH VALVE 239 265 (12) (11 ) (1❑4) FOR TONEMETRY6 AMP MAX) #16 CONTROL RELAY BV-4 214 OUT10 0:0/10 CR9 BACKWASH VALVE 240 OUT6 0:1/6 SPARE 266 OUT6 0'2/6 SPARE #16 CONTROL RELAY 215 OUT11 0:0/11 SPARE 241 267 216 242 OUT 0'1/7 SPARE 268 OUT7 0'2/7 SPARE 217 CR14 CR14 PUMP P-1A 24.3 CR15 CR15 PUMP P-113 269 ON/OFF STATUS ON/OFF STATUS O O �❑O ISO CONTACTS ISO CONTACTS (12) (11 ) (14) (6 AMP MAX) (12) (11 ) (14) (6 AMP MAX) 218 FOR TELEMETRY 244 FOR TELEMETRY 270 CR14 PUMP P-1A CR15 PUMP P-113 STATUS RELAY STATUS RELAY MS1 -AC1 MS2-AC1 219 13) 11 (14)0 2190 CR12 PUMP P-1A RUN 245 13) (14) 2450 13 PUMP P- 113 RUN 271 CONTROL RELAY CR CONTROL RELAY CR12-1 L1 CR13-1 L3 220 ( ) 1 1 (3) 2200 PUMP P-1A RUN 246 (1 (3) 2460 PUMP P-113 RUN 272 0 G PILOT LIGHT G PILOT LIGHT z CR12- 1 L2 CR13-1 L4 °0 120 VAC CONTINUED ° 221 (1) (4) 2210 PUMP P-1A OFF 247 (1 1 4) 2470 PUMP P-1A OFF 273 "' DWG# 2229—E3 LINE 300 ° R PILOT LIGHT R PILOT LIGHT M 222 248 RECORD DRA INCA — PREPARED BY RICHARD BRADY&ASSOCIATES INS RECORD DRAWING HAS BEEN PREPARED BASED U ON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BI UEVED TO BE RE.IFBLE, THE ENGINEER CANNOT ASSURE ITS ACCURA Y OF THIS RECORO DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH AY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING THIS RECORD 22 Z 24g DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERI CATION OF ITS J ACQI Y BEFf AP PING IT FdR ANY PURPOSE. -ZI�O ENGINEER D lE 224 250 LTR DESCRIPTION DATE APPROVED BY DRAWN AM ®I�\ / /� S T E C H 8Y W (--) ( I 0 0 DAB 06/13/02 CONTROLS & ENGINEERING, INC. 0 d o d PER (m)NNia—asao FM (818) 990-41131 N UNIT 225 120 VAC CONTINUED ON LINE 226 z 251 - 120 VAC CONTINUED ON LINE 252 _ z — _ — USED MOONLIGHT BEACH TREATMENT FACILITY G ON 480/3/60 control panel ru 1 AS BUILT 08/21/02 AM s' NA NO. RESnsIENA 0 INITIAL RELEASE 06/13/02 AM SHEET 2 OF 4 szE 2229 - E 2 _d b M � M J r 300 —0 (V � 120 VAC FROM DWG# 2229-E2 LINE 273 - "' � 0 326 352 0 1440 PS1 Power Supply z o SLOT 3 N M 0 L1 50 wATf M o SLOT 4 N 301 #16 N 327 1769—IQ16 M 353 1769—IQ16 G G DC INPUT DC INPUT 302 3020 — 328 TB FIELD TB V+_ F -1 F — — Jf 354 #1 s BLU 3021 V #16 BLU/WHT FU24 ( I I LS1 —PV1 I I I E 3021 3021 COMO 303 3020 — 3290 147 24 VDC TO PANELVIEW 147 - 329 0 �_ — 1:3/0 0 LIMIT SWITCH 355 3020 200 200 1:4/0 I 0 ESTOP #16 BLU DWG 2229-E1 LINE 147 1A #16 I #16 / VALVE PV-1 / OPEN SSWI:HAND-OFF-AUTO #16 PUSHBUTTON 304 330 3290 I I I LOS2�PvV1 — I I I 1:3/1 LIMIT SWITCH 16 I #16 I/1 VALVE PV-1 356 -12010 — l — 2040 1 �61 I/1 SELECTORP WT CH CLOSE 21 1 204 # 0:0 0 FU20 3050 I I I LS1 —PV2 I I 204 ^ 305 1A #16 SLOT 0 331 90 0�— I 1:3/2 I/2 LIMIT SWITCH 357 SSW2:HAND-OFF-AUTO (BUILT IN BASE) #16 VALVE PV-2 OPEN l #16 I/2 SELECTOR P SWITCH 306 DC INPUT 3290 I I I LS2-PV2 I I ( C 201 0001 p — 2050 205 #16 TB _FIELD _ _ Tg 332 16 0 _rc — 1:3/63 I/3 LIMIT SWITCH 358 205 / ° F WRED BLK O 5kOm 3021 CLOSE CR12-2 307 I I I 1:0/0 3290 LS1 -PV3 s s 1:4/3 PUMP P- 1A O I/O FLOW SENSOR 333 �� 1:3/4 / LIMIT SWITCH 359 #16 I/3 RUN SHLD - O 3021 FT-1 16 I II #16 OPEN PV-3 CR13-2 308 FU21 3080 I LSL-T1 1:0/1 334 _ 1:3/5 14 TANK 1 3290 LS2-PV3 I I a s) 1:4/4 PUMP P- 18 LIMIT SWITCH 360 / RUN 16 BLK wHr — I/1 ° " `� — I # 15 VALVE PV-3 PB2 #16 1A # 3021 LOW SWITCH 16 16 / CLOSE HORN SILENCE LS1 —PV4 11 —I— 1:4 5 HORN SILENCE 309 I I I RED �HH—T1 II I 1:0/2 I/2 TANK 1 335 319° 0��— — 1:3/6 I/6 LIMIT SWITCH 361 I/5 PUSHBUTTON 3021 HIGH SWITCH # I #16 OPEN PV-4 #16 BLK- - I I I I I I I/6 SPARE 310 FU22 3100 1 I I I I °P 1 A III I I I I:0/3 336 3290 oS 1— LIMIT SWITCH 362/3 #16 #16 I/8 PUMP SPARE 1A #16 VALVE / 01 3021 I 11 LS1BV1 I ) 3021 OM2 3021 311 P1A—TS 1:0/4 337 3290 1:3/8 LIMIT SWITCH 36o / OVERTEMP. SWITCH I #16 BV- 1 3 SPARE PUMP P-1A 312 I P1 B—MS 3290 I I I LS2—BV1 I I I 1:3/9 OPEN 0 — 1:0/5 MOISTURE SWITCH 338 I/5 PUMP P- 1 B — I I/9 VALVE BV— 364 I/9 SPARE II I I I I I I I CLOSE LS1 —BV2 313 IP1 B_TS I 1:0/6 I/6 OVERTEMP. SWITCH 339 3 16 ° — I #361 I/10 VALVESBVTCH 365 I/10 SPARE I II II I PUMP P-1B OPEN 314 FU23 3140 I LS —FCV1 1:0/7 LIMIT SWITCH 340 3290 I I ( LS2-BV2 I I I 1:3/11 1A #16 I I I VALVE FCV- 1 16 ° J — I 16 I/11 LIMIT SWITCH 366 111 I I I OPEN VALVE BV-2 /� SPARE o��` — II I I/8 3021 LIMIT SWITCH 341 1 L 0 �— I/12 367 315 LS2—FCV1 1:0/8 COM2 3290 I I LS1 —BV3 I ( I 1:3/12 LIMIT SWITCH ( ( II I CLOSE FCV-1 # I I I I #16 OPEN BV-3 I/12 SPARE 316 3290 PT—F1 I:o/9 DIFFERENTIAL 342 3290 LS2—BV3 II ( 1:3/13 345 #16 ��- I/9 PRESSURE SWITCH #16 `�— — I #16 I/13 VALVESBVTC3 368 I/13 SPARE II II I PT—F1 CLOSE 343 317 I I I I I ( 3290 I 11 LS1 —BV4 I I I 1:3/14 LIMIT SWITCH I/10 SPARE 16 o�r� — I #16 I/14 VALVE BV-4 369 I/14 SPARE OPEN II LS2—BV4 II 318 I I I II I I/ 11 SPARE 344 0 3 190 0 _ 1:3/15 I/15 LIMIT SWITCH 370 0 N I #16 I/15 SPARE N VALVE BV-4 EJEJEJ L -1 L. - - JLJ ° CLOSE 319 345 3290 ° o #16 316 371 24 VDC CONTINUED ON LINE 400 �' 320 346 24 VDC CONTINUED ON LINE 352 372 321 347 RECORD DRA ING r PREPARED BY RICHARD BRADY& SSOCIATES O NO THIS RECORD DRAYANG HAS BEEN PREPARED BASED U ON INFORMATION In RELIABLE,TIE ENGINEER CANNOT ASSURE ITS ACCURA.Y OF THIS RECORD FURNISHED BY OTHERS MILE THIS INFORMATION IS EYED TO BE 322 M DRAVANG OR FOR Y ERRORS OR OMISSIONS WHICH M Y HAVE BEEN 348 My INTO IT AS A RESULT. THOSE RELYING xN THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERI]CATION OF ITS ri 24 VDC CONTINUED ON LINE 326 rLI ACCU CY BEJjDRE APPLYING IT FOR ANY PURPOSE ' •?t- cINEER DATE 323 349 \. 1�1 LTR DESCRIPTION DATE APPROVED BY BY AM I-VV/ A S T E E I I 324 DATE 350 06/13/02 CONTROLS & ENGIN :EKING, :INC, (818) 988— 800 FM (818) 990—a 2a PER UNIT 2 — — — USED MOONLIGHT BEACH TREATMENT FACILITY ON 480/3/60 control panel 1 AS BUILT 08/21/02 AM SCALE NA SIZE DWG N0. REJISION 325 351 0 INITIAL RELEASE ___rO6/ AM SHED 3 OF 741 D 2229 - E3 W:rte; G_ G J J 400 24 VDC FROM DWG# 2229-E3 LINE 371 +- 426 452 -0 o m TB SLOT 5 1769-IF4 a 0 m SLOT 6 1769-OF2 w 401 0 (0 427 N a 0 M 0 00 � 453 FU25 F ANALOG "' ANALOG ° N 1A INPUT m OUTPUT m 402 3020 4020 428 TB LT-T1 I I 0❑ V in0+ F -I CBL4A 0❑V out0 + 454 D CBL1 3 CBL4 403 I w + I O I CBL1A 1 V/IinO 429 115 I O 0:6.0+ 1 1 OUtO+ 455 > I I I co I I VALVE FCV-1 TANK 1 LEVEL 404 I J Q ( I 1:5.0+ I I 0:6.0- CONTROL OUTPUT Of yi O 2 I Ino+ TRANSMITTER LU-20 430 115 O 2 A.Com 4-20 mA 456 405 I 1:5.0- Como 431 O � NC 457 _406 PT- 1 I ® V in1 + 432 FIELD J I I Ev OUt1 + 458 Of I CBL2 407 I r O 5 V Iin1 433 ❑ I out1 +CBL2A 459 W � PT- 1 SPARE 408 - O 1:5. 1 + 6 1 i n 1 + TRANSMITTER 434 I I © A.CO m I I I I ( 460 409 I I 1:5. 1 - 435 I F7] N C 7 Com 1 I 461 410 ( = ® V in2 + 436 L J 8 + 462 I I I I 9 - 411 I I I I CB3A 9 V/lint CBL3 TT-1 437 463 135 I I O I 1:5.2+ TURBIDITY 412 I I I 1O 1 in2 + TRANSMITTER 438 464 135 I O 1:5.2— I I 413 I 11 Com2 439 465 O 13 V in3 + 414 1 FIELD I I 440 466 L — — J L - J 14 V/Iin3 415 441 15 1 in3 + SPARE 467 416 442 468 16 Com3 417 443 1 7 + 469 418 1 g — 444 470 419 445 471 420 446 473 421 447 474 REC®RD DRAWING PREPARED BY RICHARD BRADY&)\SSOCIATES 7X15 RECORD DRAWING HAS BEEN PREPARED BALD UPON INFORMATION FURNISHED BY OTHERS.WHILE THIS INFORMATION 15 BE JIMD TO BE RSUABLE.THE ENGNEER CANNOT ASSURE ITS ACCURA X OF THIS RECORD 448 DRAWING OR FOR ANY ERRORS OR OMISSIONS'WHICH&AY HAYS BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING IN THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VER FlCATIOI OF ITS ACCU CY B6 E AP LYING IT FOR ANY PURPOSE 0 0 o N �,�/`` M �- M M 0 O VEER `_� DATE 423 A, CO 449 LTR DESCRIPTION DATE APPROVED BY BY WN AM W A S T E I I�l I 424 DATE 061/13/02 CONTROLS & ENGINEERING, INC. 450 P�, (818)908-3500 FAX (818) 866-4839 UNIT 2 USED E MOONLIGHT BEACH TREATMENT FACILITY — _ — ON 480/3/60 Control panel 1 AS BUILT 08/21/02 AM �"LE NA SIZE DWG NO. REV50N- 4 451 0 INITIAL RELEASE 06/13/02 AM BNB` 4 of 4 D 2229 - E4 1 ENCL❑SURER C —SD483612 N❑ TE� USE WIRING DUCT G1,5x3LGG PANED C —P4836 G — ALARM a J J a 7,00 30 MM 1000 11 L4 D DISC PyTDp RIMP 1A PUMP iB NW IA PUMP 1B DfF OfF RUH WII 00 00 CID w r7 Fel 13.00 MICROLOGIX 1500 0 0 0 �` 0 w GND qpz �, Ell a 7.00 5,00 4.00 4.00 4, 00 i— r- r- r� r- m 7,28 PANELVIEW- 600 r N M 6.00 4 ,91 as 6,20 ow 10,00 LINE PS 1 RECEPT. FILTER 50W GFI TB 1 INTERNAL CONNECTIONS LF1 1800 11 11111111 9 1 PBR SSWL HpN lA PLDN�IB S11 QII£ HAND ALRI H D OFf AIIRI 0 CPT1 1000 VA 14,00 (� O N M - - - r - O ® FU4 40100 D 7) O ON N NN N N FU5 LL_ L L L_ � :D=) � �Ell KHFU6 ® ® ® ® ® ® ® ® ® ® MCP1 MCP2 922 0000 929 o0 CR1 CR2 CR3 CR4 CR5 CR6 CR7 CR8 CR9 CR10 CR11 CR12 CR13 FE�E] FEEEI PKZ2 PKZ2 DIO Io, 010 DIG Io, oIO o., Io, O o0`,4,o 0 00 o,`c�0o 00 oo`,Q,o o 00 oo`,Q,o N 00 ,o`ao,0 00 o,Q,0 o 00 0D`,Q,o o 00 oo`,0 Q,-0 0 aq,0 D 0D`, o oq; 0 o _ 00 - - 0 0 O 0 0 0 0 0 0 0 0 0 MS1 00 MS2 00 © ©@08 © 0O ® ®®®® ® 00 0 0 GND TB 2 CUSTOMER CONNECTIONS TIIIIIIIIIIIIII 11 HORN 4.00 36,00 RECORD DRAWING LTR DESCRIPTION DATE APPROVED BY (\J° DRAWN AM BY ®��,,� A S T E C G PREPARED BY RICHARDBRADY&ASSOCIATES DATE 06/13/02 CONTROLS & ENGI IEERING, INC. THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMAHGN QTY, (818)9B8�5W FAX (Bi8)GB ]e FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE PER — REANNG. THE ENGINEER MY E CANNOT ASSURE ITS ACCURACY OF THIS RECORD -UNIT MOONLIGHT BEACH T R EAT M E I T FACILITY DRAWING OR FOR ANY E S A R S OMISSIONS WHICH MAY HAVE BEEN 2 — USED INCORPORATED INTO IT AS A RESULT.THOSE ENT w ON THIS 01,ITS — DO0IMENT ARE ADVISED TO OBTAIN INDEPENDENT VEPoFlCATIOV OF ITS ON ACOI CY BET(RE APPLYING IT FOR ANY PURPOSE' 1 AS BUILT Panel layout / y,2i, 0 8/21/0 2 A M SCALE N T S SIZE DWG NO. REVISION /ENGINEER DATE 0 INITIAL RELEASE 06/13/02 AM SHEET 1 OF 2 D 2229 - PI C) J -0 a NOTES: TERMINAL BLOCK ARE ALLEN-BRADLEY BULLETIN 1492. SINGLE-CIRCUITS ARE 1492-W4, TWO-CIRCUITS ARE 1492-WD3. RELAYS CR14-CR19 ARE ALLEN-BRADLEY ISOLATION RELAYS BULLETIN 700-HL. TBI: INTERNAL CONNECTIONS O o O O O z O O O O O O O O O O Q . O O O O O O O O O O O O O _;t Lo O f\ 00 m O O O O O O O O O O m m m m m m 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 U U U U U U TWO-CIRCUITS TERMINAL BLOCKS(TOP) O O O O O O A2 A2 A2 A2 A2 A2 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Al Al Al Al Al Al IN") �t Ln CO � 00 0) O N n d- Ln c0 I� 00 07 O N n -4-\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � � 110 110 110 110 110 110 O O O O o O O rn n n ACI VAC VAC VAC VAC VAC TB2: CUSTOMER CONNECTIONS O O O O O O O O O O O O O O O O O O O O O O O TWO-CIRC(JITS TERMINAL BL C S( 0 TOM) O O O O O O O O O Am All, Am All, O 0 N O N N O O O U O O + -f+L=n - 14 14 14 14 14 m N n N I O p O O O O O O O N Ln \ 00 O NO NO NO NO NO NO ' uri ° O O O O N N N N L LP = O O = L� O o N II II II II II II 0 0 0 0 0 0 COM COM COM COM OM COM 0 0 0 0 0 O O O O O o o o o o o o o o o o o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010 12 12 12 12 12 12 1 1 L I I I 0 0 0 0 0 0 NC NC 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 1617 18 19 20 21 22 23 24 25 26 27 28 29 30 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 NC NC NC NC z V) z cn z � Z cn Z � Z U) Z cn z � m m m W p 0- O W O W O W O W O W O W O W N N i n d W I N I n N I n d w J F- J F- � Q Q � D � � D U U Y � � F- Y D = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ o w a J a a -I a w a a a J F- > I I I I I I I > I I I I I I I O U O U W m m m w m W J W J W = _ W U U U U U U U U U U U U U U U U U U U U U U U � F- I- F- F- p LIJ w U > w w m Q m Q w w w w _ _ ° m = > > m m m m F- r_ F- r- F- I- F- F- F- F- F- F- F- i- �_ F- F- F- �_ O O U U U w o U o U O U O U O U O U O U O U w m m m m m m m m _� m m m m m m m m z z z z ~ I~- 0 0 ~ _ = I I I - LJ N N M d W W W D W O O O O I I U N N Om = _ m (n (n (n (n (n (n m (n (n U) (n (n (n (n w (n (n (n (n (n (n (n Z Z Z Z Z w w w LIJ w w w - W w w w w Li w w w - + + p _ O O O O O J > > > > > > > > > > > > > > > > � --j J J _j J J J _j J J J J � J J _j J J U U U U Z Z cn Z Z Z z m F- FW J 1= O cn (n F- F- W a_ W I Z W W Z W Z W Z W Z W Z W Z W Z LIJ Z W U U U U U a a_ a- a W a_ a_ m m m m m m m m m Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q - N fl Q Q Q Q J J Q Q W F_ F O ?� J - - Z Z � ?� m w (n m w (n W (n W (n W (n W (n W (n w cn W cn Lj W W w W w W W W W W W w W W W W > ' > > > > ~ > > > > > > > > > F- I I 05 m � m O O m C F- (W (n (n (n (n W F_ W O O a O W O W O O a O a O m O (n > > > > > > > > > > > > > > > > > Q > Q F- m m (n Z Y _j a _ _ O cn O O O O O O O O > > > > _ _ O rn U U U O U O U O Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 0 0 W w Z Z l j w (n Q Q p m w N r7 d Q Q Q Q Q > > > > > > > > > > > > > > > > > m _ F- O O > m Z m m U O p C� O C� O > O > i m I N N rn rr) d i I N I rn I F- F- F- - - J D o U U J D < F- � I _J J = = O O > I I I I I I (n cn (n (n cn w W W > > > > > > > > cn m m (n F- w > _ Q m U > W a > a > a > a_ > m > m > m > m > W m m w W W m II- J I U I Q m W U w a_ a_ a m m m m Q m J J J m > > > m w o > ~ = F- F- I 1 W Li- o LIJ w w w LIJ W W w w w w w W w W w Lij F- Q F- F- Q Q a > (n m a m ( > W J > J > J > J > J > J > J > J > I 1 W W W > > w (n a J > Q J Q -I Q J Q J Q _J Q J Q J J J W m' Q J > Q > Q > Q > Q > Q > Q > Q > Q a a D > ; > > > > > > > > a a Z O O D =) I a_ 0_ � O s J U RECORD DRAWING PREPARED BY RICHARD BRADY 3,ASSOCIATES THIS RECORD DRAWNG HAS BEEN PREPARED BA D UPON INFORMATION FURNISHED BY OTHERS, NHIIE THIS INFORMATION Il BEUEVED TO BE REIJABLE' THE ENGINEER CANNOT ASSURE ITS ACC URACY OF MIS RECORD ORAWNG OR FOR ANY ERRORS OR OMISSIONS Wit N MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELY NG ON THIS RECORD DOCUMENT ARE ADNSED TO OBTAIN INDEPENDENT VERIFlCATON OF ITS AC RACY BEFORE APPLYING IT FOR ANY PUR z ,a= Y GNEER DATE PROJECTi 5145 LTR DESCRIPTION DATE APPROVED BY WN BY AM W A S T E C H DATE 06/13/02 CONTROLS & ENGINEERING, INC, OTY. (BIB)BBB-asap FAX (BTB)995—HI a PER — UNIT USED Z MOONLIGHT TREATMENT FACILITY — _ ON TERMINAL BLOCKS LAYOUT AS BUILT 08/21/02 AM SGaIE NTS rS67DOG N0, REVISION 0 INITIAL RELEASE 06/13/02 AM B"E� 2 of 2 2229 — P2