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HomeMy WebLinkAboutDWG 333-4L; ; BUENA VISTA SEWAGE PUMP STATION; 01-71PROJECT LOCATION 0 SOLANA BEACH DEL MAR • LA JOLLA • 5 MILES • SAN MARCOS 0 10 • POWAY SANTEE• IMPROVEMENTS TO" THE • EL CAJON rJ v VICINITY MAP SHEET 1 2 3 4 5 6 7 8 g 10 11 12 13 14 15 1 6 1 7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 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 INDEX OF DRAWINGS DRAWING G-1 G-2 C-1 C-2 C-3 C--·4 C-5 C-6 L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 A-1 A-2 A--3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 M-1 M-2 M-3 M-4 M-5 M-6 M-7 E-1 E-2 E-3 E-4 E-:j E-6 E-7 E-8 E-9 E-10 E-~ 1 E-12 E-13 E-14 E-15 E-16 E-17 ::-18 E-19 E-20 E-21 E-22 E-23 TITLE TITLE, MAPS, INDEX OF DRAWINGS VALVE SCHEDULES AND MATERIALS LIST SITE PLAN PIPING PLAN PIPING PROFILES GRADING AND PAVING PLAN FORCE MAIN INTERTIE AT BUENA VISTA LAGOON CIVIL DETAILS PRIVATE RECLAIMED WATER SYSTEM NOTES LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION LEGEND LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN LANDSCAPE DETAILS 1 ST FLOOR PLAN BARREL ROOF/2ND FLOOR PLAN ROOF PLAN ARCHITECTURAL ELEVATIONS BUILDING CODE DATA LEGEND OCCUPANCY GROUP DESCRIPTION OF USE TYPE OF CONSTRUCTiON SPRINKL.ERS STORIES HEIGHT FLOOR AREA NOTES TO CONTRACTOR: B-4 SEWAGE PUMP STA'iON III-N NO TWO 39 FT 2,600 ADDITIONAL ARCHITECTURAL ELEVATIONS ARCHITECTURAL SECTIONS ARCt-'ITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS 1. THIS PROJECT SHALL COMPLY WITH TITLE 24, AND 1991 UBC, UMC, AND UPC, AND 1990 NEC. GENERAL NOTES AND TYPICAL DETAILS EXISTING LOWER PUMP ROOM PLAN FOUNDATION PLAN 2. DIESEL FUEL, CLASS ii COMBUSTIBLE LIQUID, WILL BE STORED WITHIN THE GENERATOR ROOM OF THE PUMP STATION BUILDING IN QUANTl7IES THAT EXCEED THOSE LISTED iN UBC TABLE 9-A. BARREL ROOF /2ND FLOOR FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS LOADING DIAGRAM FOR PRESTRESSED PLANKS AND GIRDERS/DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS 2ND FLOOR AND EXISTING ROOF DEMOLITION AND CONSTRUCTION PLAN MOTOR ROOM DEMOLITIOt,i AND CONSTRUCTION PLAN PUMP ROOM DEMOLITION PLAN PUMP RROM CONSTRUCTION PLAN, MECHANICAL SECTION MECHANICAL SECTIONS MECHANICAL DETAILS MECHANICAL DETAILS ELECTRICAL STANDARD SYMBOLS AND ABBREVIATIONS ELECTRICAL STIE PLAN DEMOUTION PLAN I. DEMOLITION PLAN II DEMOLITION PLAN Ill NEW SINGLE LINE DIAGRAM EQUIPMENT ELEVATIONS PUMP ROOM POWER PLAN MOTOR ROOM POWER PLAN SECOND FLOOR POWER PLAN ELECTRICAL DETAILS I ELECTRICAL DETAILS II LIGHTING PLAN AND SCHEDULES REVISIONS gg~;~gt g:1g~1~~ :1 I-N,c-C+. ____ DE_Sc....C_R_I_PT_I_O_N _______ +--8---'--Y-----,~DA_T_E---+-A_P_,P:++_D_A_T_E--l ENCi NA WASTEWATER AUTHORITY' CONTROL DIAGRAMS Ill DRAWING REVISIONS DSW 213/94 ,,.,y .:.-\c.-'\½-REVIEWED FOR CONTROL DIAGRAMS IV MAINTENANCE PURPOSES CONTROL DIAGRAMS V CONTROL DIAGRAMS VI ,,---·, /: CONTROL DIAGRAMS VIII BY: ~ ,) ~ ---::'.::"--,·,_. INSTRUMENTATION I ~ ,~ • , ~-----· INSTRUMENTATION 11 '· RICH,'-RD W. GRAFF CARLSBAD WATER MUNICIPAL DISTRICT INSTRUMENTATION ill TITLE: GENERAL MANAGER DATE: ,/i,t./ 9.:: TITLE: DISTRICT ENGINEER DATE: ,' BUENA VISTA SEWAGE PUMP STATION NTS PACIFIC OCEAN LOCATION FORCE MAIN INTERTIE MAP DECL.A,RATION OF RESPONSIBLE CHARGE __ ,,__ PAI.OMM AIRP RT RD, I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR Trt•S PROJECT, THAT I HAVE EXERCISED RESPONSIB·~E CHARGE OVER THE DESIGN OF THE PRO,":"CT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND tr1,:..T 'THE DESIGN IS CONSISTC:NT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE. CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD JS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. FIRM: ______ W_IL_S_O_N __ ENGIN.cc'EccE:..:.R::..:IN:.::G _______ _ ADDRESS: 703 PALOMAR AIRPORT ROAD, SUITE 300 ------- CITY, ST.: CARLSBAD, CA 92009 ________ _ of!"'"'-,-('·, ,~., BY:_~s,~-~~-:~.~~~...,.f~~~•__,~¥~ .. ~·•t~:~•~"•~·•.------------- (DEXTER s. WILSON) R.C.E. NO,; 33692 EXPIRATION DATE: 6/30/94 ---'-~~------------- G-1 PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438~4422 ( ,i;-J",,, •' ,, ,~ -·:.~~.et~•-.~/ ~ ·: f. ,' ,:'-,, DEXTER S. WILSON DATE CITY OF VISTA IMPROVt.MENTS TO THE BUENA VISTA SEWAGE PUMP STATION TITLE, MAPS AND ! IN~1EX OF DRAWINGS < . ._,_ .I • APPROV!;D; • ' I sH<E1' /\ .·. '::., __ .. ........., / -·H C.1J 1;---j,~-"l~ 1 71 01RECTOR or PUeLiC WORKS RCi;; OA-rE o, OONiRACTO~: OAlt. S'!'ARTEO: W.O. NO. DRAWINO NO. '-=c~~~PA.SCAL AND LUDWIG 7 / I /94 INSPEG70R: DATE COMPLET"::D: SMN 2/23/96 CHECKED 9Y, 3 0 1 7 A . ,-·; , .. ,._,, I TAG NO. V-10 V-11 V-12 V-41 V-42 V-4.3 TAG NO. PV-1S SERVICE RAW SEWAGE RAW SEWAGE RAW SEWAGE RAW SEWAGE RAW SEWAGE RAW SEWAGE SERVICE RAW SEWAGE PV-1D RAW SEWAGE ' YARD PIPING VALVE SCHEDULE LOCATION BUENA VISTA LAGOON BUENA VISTA LAGOON BUENA VISTA LAGOON PUMP STATION COMPOUND· PUMP STATION COMPOUND PUMP STATION COMPOUND PUMP LOCATION MAIN SEWAGE PUMP #1 SUCTION MAIN SEWAGE PUMP #1 DISCHARGE .1YPE BURIED PLUG BURIED PLUG BURIED PLUG BURIED PLUG PLUG PLUG SIZE (IN) 24 24 1 6 24 1 6 1 6 HEAD (FT) 250 250 250 250 250 250 OPERATOR 1YPE 2" NUT 2" NUT 2" NUT 2" NUT HANDWHEEL HANDWHEEL REMARKS EXISTING, TO REMAIN OPEN DURING BYPASS THROUGH 24" LINE, CLOSED DURING BYPASS THROUGH 16" LINE NEW. FOR CROSSOVER PIPE BETWEEN 2,i:• AND 1 f,' FORCE MAINS EXISTING, TO REMAIN OPEN DURING BYPASS THROUGH 16" LINE, CLOSED DURING BYPASS THROUGH 24" LINE NEW, NORMALLY OPEN LINE VALVE, INSTALL WITH VALVE CAN NEW, INSTALL ABOVE GROUND WITH SUPPORT SUPPLY WITH BLIND FLANGE NEW, INSTALL ABOVE GROUND WITH SUPPORT SUPPLY WITH BLIND FLANGE ROOM VALVE SCHEDULE 1YPE ECCENTRIC PLUG ECCENTRIC PLUG SIZE (IN) 14 14 HEAD (FT) 7.5 250 OPERATOR 1YPE HANDWHEEL HANDWHEEL (ANGLED TOWARDS FLOOR) REMARKS ,.--v, " VALVE , NEW VALVE MAIN SEWAGE PUMP #1 DISCHARGE NEW VALVE < CV-1 RAW SEWAGE PV-2S RAW SEWAGE PV-2D RAW SEWAGE CV-2 RAW SEWAGE PV-4S RAW SEWAGE PV-4D RAW SEWAGE MAIN SEWAGE PUMP #2 SUCTION MAIN SEWAGE PUMP #2 DISCHARGE MAIN SEWAGE PUMP #2 DISCHARGE MAIN SEWAGE PUMP #4 SUCTION MAIN SEWAGE PUMP #4 DISCHARGE SWING CHECK ECCENTRIC PLUG ECCENTRIC PLUG SWING CHECK ECCENTRIC PLUG . ECCENTRIC PLUG 14 14 14 14 14 14 250 7.5 HANOWHEEL 250 CHAINWHEEL 250 7.5 HANDWHEEL 250 CHAINWHEEL > NEW VALVE NEW VALVE I NEW NEW, SEE SPECIFICATION SECTION 151 DO NEW, SEE SPECIFICATION SECTION 151 OD CV-4 RAW SEWAGE MAIN SEWAGE PUMP #4 DISCHARGE SWING CHECK 1.4 250 • NEW VALVE £ \ PV-5S RAW SEWAGE PV-5D RAW SEWAGE CV-5 RAW SEWAGE PV-61 RAW SEWAGE PV-65 RAW SEWAGE MAIN SEWAGE PUMP {/5 SUCTION MAIN SEWAGE PUMP {/5 DISCHARGE MAIN SEWAGE PUMP #5 DISCHARGE DISCHARGE HEADER DISCHARGE HEADER ECCENTRIC PLUG ECCENTRIC PLUG SWING CHECK ECCENTRIC PLUG ECCENTRIC PLUG 14 7.5 HANDWHEEL 14 250 CHAINWHEEL 14 250 20 250 CHAI NW HEEL 20 250 CHAINWHEEL ' NEW VALVE NEW VALVE NEW VALVE \ /\ NEW, SEE SPECIFICATION SECTION 15100 NEW, SEE SPECIFICATION SECTION 15100 NOTE: DEPENDING ON SEQUENCE OF CONSTRUCTION, EXISTING PUMP {/3 VALVES MAY BE USED FOR EITHER NEW PUMP #2 OR NEW PUMP #4, OR A COMBINATION OF THE TWO. REVISIONS NO. DESCRIPTION BY DATE APP1D DATE h\ AS-BUILT DSW 2/23/96 i I" < ,J ' NO. 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 1 6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 40 41 42 ' 43 44 45 46 47 48 49 50 51 52 5.3 54 55 56 MATERIALS LIST DESCRIPTION MAIN SEWAGE PUMP, TYPICAL OF 4 14" X SIZE TO FIT SELECTED PUMP DISCHARGE, RESTRAINED, FLEXIBLE, CONCENTRIC REDUCER, FLANGED BY FLANGED, RED VALVE COMPANY, INC .. RED FLEX OR EQUAL 14" DUCTILE IRON DISCHARGE PIPE 20" X 20" X 14" DUCTILE IRON PIPE WYE, TYPICAL OF .3 20" DUCTILE IRON DISCHARGE ELBOW, FLANGED END BY FLANGED END 14" DUCTILE IRON PIPE FLANGED 45 DEGREE ELBOW 24" X 2d' X 20" DUCTILE IRON PIPE TRUE WYE 14" X 20" DUCTILE IRON ECCENTRIC REDUCER, FLANGED X FLANGED, TYPICAL OF 2 14• PLUG VALVE, TYPICAL OF 3, DEZURIK SERIES 100 OR EQUAL PROVIDE TWO (2) SUCTION VALVES WITH HANDWHEEL OPERATOR AND DISCHARGE VALVE WITH. CHAIN WHEEL OPERATOR ON PUMP #4. PACKAGED SEAL WATER SYSTEM WITH TURBINE PUMPS AND STORAGE TANK, SEE DETAIL B DRAWING M-6 1" COPPER SEAL WATER SUCTION PIPE. CONNECT TO EXISTING 1" 2W PIPING 1" COPPER SEAL WATER DISCHARGE PIPE (NOT USED) 3/4'' STAINLESS STEEL HYDRAULIC SUPPLY AND RETURN LINES WETWELL COMMINUTOR FLUSHING WATER SUMP PUMP HYDRAULIC AUTOMATIC BAR RACK PUMP ROOM DUPLEX SUMP PUMPS. PIPE SUPPORTS, TYPICAL OF 9, SEE DETAIL E DRAWING M-6 14" 150 LB. BLIND FLANGE FABRICATED STEEL SUCTION SPOOL PIECE, TYPICAL OF' 2, (TO MATCH EXISTING). SEE SPECIFICATION SECTION 15055 (NOT USED) 1 /'l' COPPER HOT AND COLD WATER LINES. CONNECT TO EXISTING WET- WELL SLOP SINK. EXTEND HOT WATER TO RELOCATED PUMP ROOM SLOP SINK. 300 HP MOTOR, TYPICAL OF 4 14" DUCTILE IRON PIPE FLANGED 9D DEGREE BASE ELBOW 2.4'' MECHANCIAL JOINT PIPE RESTRAINT. EBAA IRON, INC., MEGALUG SERIES 11 00, OR EQUAL REPLACE 3" DUCTILE IRON DRAIN PIPE WITH 3" ABS AND CONNECT TO EXISTING DRAIN 14" X SIZE TO FIT SELECTED PUMP DISCHARGE, DUCTILE IRON PIPE FLANGED 90 DEGREE REDUCING BASE ELBOW 14" RESTRAINED FLEXIBLE COUPLING, FLANGED BY FLANGED, RED VALVE COMPANY, INC., RED FLEX OR EQUAL, TYPICAL OF 3 14" RESTRAINED FLEXIBLE COUPLING, LOCATED BETWEEN SUCTION VALVE AND SUCTION ELBOW, FLANGED BY FLANGED, RED VALVE COMPANY, INC., RED FLEX OR EQUAL, TYPICAL OF 4 2" 1 W SUCTION PIPING, PVC SCHEDULE 80 COMMINUTOR SCREENINGS CHUTE, SEE DETAIL N DRAWING M-7 3" PVC. SCHEDULE 80, SUMP PUMP DISCHARGE PIPING. SEE DETAIL N DRAWING M-7 STANDBY DIESEL ENGINE GENERATOR SET 500 GALLON SUB-BASE DIESEL FUEL TANK VIBRATION ISOLATORS AIR EXHAUST DUCT 8" EXHAUST PIPING CRITICAL EXHAUST SILENCER HYDRAULIC BAR SCREEN POWER PACK HYDRAULIC COMMINUTOR POWER PACK 2" THREADED TAP WITH 'l' SS BALL VALVE, TYPICAL OF 2 1 1/4" BLACK STEEL SCH 40 DIESEL FUEL TANK VENT 4'-0" X 7'-4" INTAKE LOUVER, TYPICAL OF 2 6'-8'' X 10'-8" INTAKE LOUVER, WITH 3'-4" RADIUS AT TOP, SEE DRAWING A-4. 6'-o'' X 9'-4" EXHAUST LOUVER, TYPICAL OF 2 GENERATOR ROOM EXHAUST FAN ELECTRICAL ROOM EXHAUST FAN HYDRAULIC ROOM EXHAUST FAN ELECTRICAL ROOM CENTRIFUGAL ROOF SUPPLY VENTILATOR 24" FLEXIBLE COUPLING, ROMAC STYLE 501 OR EQUAL 24" DUCTILE IRON DISCHARGE PIPE, FLANGED END BY PLAIN ENO 24" DUCTILE IRON DISCHARGE PIPE, PLAIN END BY PLAIN END 3/4" SS BALL VALVE FOR PUMP CASING AIR VENT PER SPECIFICATIONS SECTION 11315-2.02.D. WALL MOUNTED ALL PURPOSE TYPE FIRE EXTINGUISHER, TYPE 4A30BC RECTANGULAR SUCTION PORT BLIND FLANGE EQUIPMENT NO, BLD-9750-000 AHU-9750-000 M-9750-000 MME-9750-000 C-9750-000 LCP-9750-AOO TFR-9750-AOO LCP-9750-COO TFR-9750-COO LCP-9750-LOO • TFR-975 0-L O 0 F-9751-000 F-9752-000 F-9753-000 F-9755-000 M-9755-000 T-9760-000 CV-97&0-000 LSL-9760-000 LSH-9760-000 BP-97&0-000 PVL-9770-000 BP-9770-000 AE-9772-000 STR-9790-000 FE-9790-000 P-9790-000 FIR-9790-000 V-9795-010 V-9795-011 V-9795-012 V-9795-041 V-9795-042 V-9795-043 MCC-98 0 0-A O 0 MCC-9800-BOO PCP-9800-000 PVL-9800-000 CP-9801-000 CP-9802-000 TSP-9800-000 GCP-9800-000 E-9801-000 G-9801-000 ATS-9801-000 E-9802-000 G-9802-000 ATS-9B02-000 LSH-9805-000 PVL-9810-000 CP-9810-000 M-9810-000 SCR-9815-000 HU-9815-000 PNL-9815-000 GRD-982 0-0 0 0 HU-9820-000 PNL-9820-000 P-982 0-00 0 P-9831-000 M-9831-000 P-9832-000 M-9832-000 T-9840-000 CV-9840-000 LSL-9840-000 LHL-9840-000 PSL-9840-000 P-9841-000 M-984I-000 P-9842-000 M-9842-000 PNL-9880-000 PNL-9881-000 P-9901-000 M-9901-000 SWP-9901-000 VFD-9901-000 EQUIPMENT DESCRIPTION BUILDING-PUMP STATION AIR HANDLING UNIT-MOTOR & PUMP ROOMS MOTOR-AHU MOTOR & PUMP ROOMS DOOR-ROLLUP -GENERATOR ROOM CRANE-GENERATOR ROOM LIGHTING CONTROL PANEL 'A' TRANSFORMER-LIGHTING PANEL 'A' LIGHTING CONTROL PANEL 'C' TRANSFORMER-LIGHTING PANEL 'C' LIGHTING CONTROL PANEL 'L' TRANSFORMER-LIGHTING PANEL 'L' FAN-EXHAUST -GENERATOR ROOM FAN-EXHAUST -MOTOR CONTROL ROOM FAN-EXHAUST -HYDRAULIC ROOM FAN-SUPPLY AIR -MCC ROOM MOTOR-SUPPLY AIR FAN -HCC ROOM TANK-AIR GAP -CITY WATER CONTROL VALVE-AIR GAP TANK SWITCH-LOW LEVEL -AIR GAP TANK SWlTCH-HlGH LEVEL -AIR GAP TANK BACKFLOW PREVENTER -IRRIGATION SYSTEM HYDROPNEUMATiC TANK BACKFLOW PREVENTER -HYDRO TANK GAS DETECTOR & ALARM UNIT STRUCTURE-VAULT -FLOW METER FLO\/ ELEMENT-PUMP STATION FLOW PUMP-METER VAULT SUMP FLO\/ INDICATING RECORDER-STATION FLOW VALVE-24' FORCE MAIN -NORMALLY OPEN VALVE-24'-!6' CROSSOVER -NORMALLY OPEN VALVE-16' FORCE MAIN -NORMALLY CLOSED VALVE-24' FORCE MAIN -NORMALLY OPEN VALVE-I6' FORCE MAIN BYPASS - NORMALLY CLOSED VALVE-I6' FORCE MAIN BYPASS - NORMALLY CLOSED MOTOR CONTROL CENTER -A MOTOR CONTROL CENTER -B PUMP CONTROL PANEL RECEIVER-BUBBLER AIR COMPRESSOR-#! BUBBLER AIR COMPRESSOR-#2 BUBBLER AIR TRANSFORMER SWITCH PANEL GENERATOR CONTROL PANEL ENGINE-#! GENERATOR GENERATOR #1 AUTO TRANSFER SWITCH #1 GEN. ENGINE-#! GENERATOR GENERATOR #2 AUTO TRANSFER SWITCH #2 GEN. SI/ITCH-HIGH LEVEL -GEN ROOM SUMP RECEIVER-AIR TO HYDRO TANK COMPRESSOR-AIR TO HYDRO TANK MOTOR-AIR COMPRESSOR -HYDRO TANK B/1.RSCREEN HYDRAULIC UNIT-BARSCREEN PANEL-BARSCREEN CONTROL GRINDER-BARSCREEN HYDRAULIC UNIT-GRINDER PANEL-GRINDER CONTROL PUMP-GRINDER FLUSH \/ATER PUMP-#! CITY I/ATER MOTOR-#1 CITY WATER PUMP PUMP-#2 CITY I/ATER MOTOR-#2 CITY WATER PUMP TANK-SEAL WATER SUPPLY CONTROL VALVE-SEAL WATER SWITCH-LOW LEVEL -SEAL WATER SWITCH-HIGH LEVEL -SEAL WATER SI/ITCH-LO\/ SEAL \/ATER PRESSURE PUMP-#1 SEAL WATER MOTOR-#! SEAL WATER PUMP PUMP-#2 SEAL \/ATER MOTOR-#2 SEAL I/ATER PUMP PANEL-CATHODIC PROTECTION UNIT PANEL-TELEMETRY TRANSMITTER PUMP-#! SEWAGE MOTOR-#! SEWAGE PUMP SEAL I/ATER PANEL-#! SEWAGE PUMP VFD PANEL-#! $El/AGE PUMP MOTOR EQUIPMENT NUMBERS DRAWING EQUIPMENT NO, A-6 M-1 M-1 A-4 A-6 E-3 E-3 E-3 E-3 E-3 E-3 M-I M-I M-1 M-I M-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 M-2 C-2 C-6 C-6 E-7 C-5 C-5 C-5 C-2 C-2 C-2 E-5 E-5 E-5 E-19 E-19 E-19 E-5 E-5 M-1 M-1 E-5 M-1 M-2 E-5 M-5 M-2 M-2 M-2 M-4 M-1 E-7 M-4 M-1 E-7 M-4 M-2 M-2 M-2 M-2 M-2 M-2 M-6 M-6 M-6 M-2 M-2 M-2 M-2 E-9 EXT, M-4 M-2 M-4 E-5 P-9902~000 M-9902-000 SWP-9902-000 VFD-9902-000 P-9904-000 M-9904-000 SWP-9904-000 VFD-9904-000 P-9905-000 M-9905-000 SWP-9905-000 VFD-9905-000 F-99I5-000 LS-9950-000 LSH-9950-0~0 P-9951-000 P-9952-000 F-9960-000 M-9960-000 F-9965-000 M-9965-000 LSH-9975-0 D 0 LSL-9975-000 SLG-99$0-000 Pl.ANS PRcPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438-4422 r•, l .. :-'G'lt,.,;/ r l, Q ~ \~-q3. s"~f"'Jr ,, '.' y _ _... , .t, I .,, • .. DEXTER S. WILSOl-J DATE EQUIPMENT DESCRIPTION PUMP-#2 SE\/AGE MOTOR-#2 SEWAGE PUMP $EAL WATER PANEL-#2 SEWAGE PUMP VFD PANEL-#2 SEWAGE PUMP MOTOR PUMP-#4 SEWAGE MOTOR-#4 SEWAGE PUMP SEAL WATER PANEL-#4 SEWAGE PUMP VFD PANEL-#4 SEWAGE PUMP MOTOR PUMP-#5 SEWAGE MOTOR-#5 SEWAGE PUMP SEAL I/ATER PANEL-#5 SEWAGE PUMP VFD PANEL-#5 SEWAGE PUMP MOTOR FAN-CIRCULATING -MOTOR ROOM SI/ITCH-SUMP PUMP START/STOP DRY I/ELL SI/ITCH-FLOODED DRY I/ELL PUMP-#! SUMP -WET WELL PUMP-#2 $UMP -I/ET I/ELL FAN-EXHA'JS'f -DRY WELL MOTOR-EXHAUST -DRY 1/fLL FAN-EXHAUST -WET WELL MOTOR-EXHAUST -I/ET WELL SI/ITCH-FLOODED I/ET WELL SI/ITCH-LOI/ LEVEL -WET WELL SLUICE GATE-WET WELL CITY OF VISTA M-4 M-2 M·'4 E-5 EXT. M-4 M-4 M--·4 M-4 IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION I FOR FENCE IMPROVEMENTS SEE DRAWING C-4 METER AND -----.. MAIN SWITCH BOARD · FOR LANDSCAPING -, IMPROVEMENTS SEE DRAWINGS L-1 THROUGH L-9 NEW METER VAULT, SEE PIPING PLAN DRAWING C-2 B I I / r u E N A ... ;_; ,, / , ........ ?,=-:;::::.~ , ,,,,, / / ,-' . ' . . I FOR DRAINAGE = IMPROVEMENTS SEE PIPING PLAN DRAWING C-2 \ •••••••••• .. ••r·-~ ..... ,-.. \ \ \ ' ,, ... " --~ V I I I I I I ~ . . . s I T SITE PLAN SCALE: 1" -20' A ~--FOR NEW BUILDING ACCESS SEE DRAWINGS C-4 AND A-2 c, --TRANSFORMER ~-FOR PUMP STATION BUILDING IMPROVEMENTS SEE DRAWINGS A-1 THROUGH A-10 AND S-1 THROUGH S-13 ,., ........ -.. . R E,E K ",,.<, fl FOR MECHANICAL IMPROVEMENTS SEE DRAWINGS M-1 THROUGH M-7 FOR COMPOUND, REPAVING SEE DRAWING C-4 WORK TO BE DONE THE WORK TO SE DONE CONSISTS OF ADDITIONS TO THE EXISTING. OPERATIONAL. BUENA VISTA PUMP STATION TO INCREASE ITS CURRENT CAPACITY. THE NEW ADDITIONS WILL INCLUDE A HYDRAULIC ROOM, ELECTRICAL ROOM, GENERATOR ROOM, EXPANSION OF THE EXISTING WET WELL AND ALL MECHANICAL AND ELECTRICAL EQUIPMENT NEEDED FOR THE OPERATION OF THE PUMP STATION. EXTERIOR TO THE BUILDING, IMPROVEMENTS INCLUDE DRAINAGE PIPING, CATCH BASINS, FORCE MAIN PIPING, FLOW METER, FORCE MAIN INTERTIE, AND SERVICE WATER PIPING, IN ADDITION TO FINISH GRADING AND LANDSCAPE PLANTING AND IRRIGATION. ALL WORK TO BE DONE IS LOCATED WITHIN THE SITE OF THE EXISTING PUMP STATION WITH THE EXCEPTION OF THE FORCE MAIN INTERTIE WHICH IS LOCATED APPROXIMATELY 700 FEET SOUTHWEST OF THE PUMP STATION. UTILITY CO NT ACTS THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION: , UNDERGROUND SERVICE 1-800-422-4133 BENCHMARK CALTRANS NO. 109A POST 0.2 MILE 5.7 CHIS SQUARE, NORTHWEST CORNER OF BRIDGE OVER BUENA CREEK DETAIL/SECTION SEE DETAIL A DETAIL DIRECTION OF SECTION CUT 1 SECTION M4 CALLOUT SYSTEM DET Al L LffiER DRAWING NUMBER WHERE DETAIL IS SHOWN DETAIL LffiER DR/,,.WING NUMBER WHERE DETAIL IS REFERENCED. VAR ME'>.NS DETAIL IS REFERENCED ON MORE THAN ONE SHEET. SECTION NUMBER DR/,,.WING NUMBER WHERE SECTION IS SHOWN SECTION NUMBER DRAWING NUMBER WHERE SECTION IS CUT ,, .)l: ' . •" ·, ; \' •r'' i ! ..-----------c~M~w.:'..o ..:9:::.2 ::.:4-::'.:02=-Ll=c= -::::::1 =-11, , PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 920D9 (619) 438-4422 ~""£-'lc4,·_ 9-,s--~3 DEXTER S, WILSON DATE CITY . OF VISTA I - " IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION AP~ROVECl; C0!-.'1RAC10R: INSPECTOR: SITE PLAN , · I I I I , l l 1-.• /L.-,--.,tj ..,, .. -.. Dl~£.CTOR OF B'09LIC WORKS RSE PASCAL. AND LUDWI SMN DATE STARTED: 7/ I/ 94 Oi>,T[ COMPl[T[D; 2/23 96 "I ~HECT •c:-,-·· -~"!:, 3 OF 71 DA'rE" W.O. NO, ~ C:RAW/NG NO, CHCCKED il'fc 30 1 7 A I 8 TRENCH DRAIN SEE DETAIL ffi 1 :, ·-····~~-.... --~ I/; // . c~-\--· ·:;~IL"(~//~:~-:.-::·-·~---·_·_:_·~p_"' _~.--.:: ·, r·· ~ s_;,1 .. ,-......... ___ _ 1 8" STORM DRAIN TO BE ABANDONED FOR DRAIN INLET, SWALt, AND 8" STORM DRAIN SEE DETAIL ffi ~ VEHICLE ACCESS PLATFORM ,,----____,-------......_ RANSFO $ TEMPORARY DEWATERING WELL T-9760 CV-9760 LSL-9760 LSH-9760 -~1.,,-~4" PVC £,-----,' .,..,-::::;- 2.85 UNDERDRAIN CLEANOUT, TYP OF 6, SEE DETAIL(F\ ~ CONCRETE 1" 2W, SEE _ ___...-- DRAWING M-1 FOR CONTINUATION £ EXISTING PUMP, STATION GUARD POSTS EXISTING BACKFLOW PREYENTOR I BP-9770 3' CONCRETE FOUNDATION RING AT GRADE EL. 9.73± ----···-··-. ~·········~-,_-·-~2 () ~~-~.:- ! ' ; , ....... _,,,. EXISTING SEWER MANHOLE 4' DIA MANHOLE PER SDRSD S-17 ........... ,../ ----,1--,, ' ./ () .,.;,-..-~' SEWER i MANHOLE 'CONCRETE ,BASE PUMP STATION P/L CITY OF OCEANSIDE i 1 O' 3' COORDINATE DATA . ALIGNMENT DATA POINTQ NORTHING EASTING DESCRIPTION NO. 0 DESCRIPTION BEARING LENGTH REMARKS 12" PVC 12'' PVC N 00" DO' oo" E 103.50' SEE PROFILE 'A' STORM DRAIN STORM DRAIN DRAWING C-3 1 11621.5472 -5903.1418 AT HEADWALL 1---2--+-ff-'_P_V_C ____ N_O_O"_Oo-·-oo_"_E+-5-7-.9-4..,'-+--S-E_E_P_RO_F_IL_E_·s-·-1·, 2 11787.1661 -5903.8835 CENTER DRAIN BOX STORM DRAIN DRAWING C-3 · · · .. \ . ,. 1-----1--------------~----,i---------1 3 8" PVC N 45· DO' oo" W 37 .56' SEE PROFILE "B' 1 __ 1 _____ 1 _____ 1 _____ 1---+S:..:.T.:_O:.:_RM:::._:D:_:R.::_A:_IN.:_+---~--....+--__Jt,._:D:_:R.::_A:_::W~IN:_:G:_:C~-;::_3 _ _J'.· .. 3 11813.7262 4 11813.7262 -5930.4436 -5983.1260 CENTER DRAIN BOX CENTER DRAIN BOX 4 ff' PVC N 90" 00' 00" E 52.68' SEE PROFILE 'B' STORM DRAIN DRAWING C-3 5 12'' PVC N 24' 35' 11" E 36.50' SEE PROFlLE 'C' DRAIN LINE DRAWING C-3 6 12" PVC N 7:S 28' 14" E 114.50' SEE PROFILE 'C' 5 11712.8811 -5948.5429 CENTER 4' DRAIN LINE DRAWING C-3 DIA. MANHOLE t-----+-4""' .. -P-V-C----+-------+---t---------t. 7 PERFORATED N 00' DO' DO" E 15.00' SLOPE 1% DRAIN 6 11682.8D47 -6062.8110 CORNER CURB INLET 7 11797 9052 -6070.2295 CONTROL 8 11716.8131 -58771373 PL 9 11649.6186 -5959.2545 PL NOTE: CONCRETE FOUNDATION RING FOR CONCRETE FOUNDATION RING AROUND EX1S"1NG PUMP STATION STRUCTURE, SEE DETAIL 82/S-12. CONSTRUCTION OF THIS GRADE BEAM AND CONNECTING CAISSONS WILL REQUIRE TEMPORARY AND/OR PERMANENT RELOCATION OF EXISTING PIPING, CONDUIT, ELECTRICAL AND MECHANICAL FACILITIES, AND ACCESS TO THE EXISTING PUMP STATION MOTOR ROOM, WET WELL, ANO ROOF.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING FACILITIES ABOVE GRADE AND UNDERGROUND AND DETERMINING THEIR METHOD OF RELOCATION. THE CONTRACTOR'S PROPOSED RELOCATION PLAN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO START OF WORK ON THE CAISSONS AND FOUNDATION RING .. THE PROPOSED METHOD OF WORK SHALL INCUR A MINIMUM OF DOWN-TIME FOR ANY ELECTRICAL, INSTRUMENTATION, MECHANICAL, OR PIPING SYSTEM AFFECTED BY THE RELOCATION, AND THE DOWN-TIME SHALL BE CLOSELY COORDINATED WITH THE ENGINEER. FD. 3/4" IP L.S. 4312 PM 15975 2" WATER LINE -...___ s. Ir;; J;~ lr..!,,._1/30/94 IV\\. r CtsL>\ EL. TOP OF CURB --.... INLET = 8.83 PLA~S PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438-4422 "'1-.. .. r,l · .. r/ r--t, 1/J; I.: ,(• .,_, ~~-\ DEXTER S. WILSON DATE 8, 8 9 10 11 12 13 14 15 16 4" PVC PERFORATED DRAIN 4" PVC PERFORATED DRAIN 4" PVC PERFORATED DRAIN 4" PVC PERFORATED DRAIN . 4" PVC PERFORATED DRAIN 4" PVC PERFORATED DRAIN 4" PVC PERFORATED DRAIN 4" PVC PERFORATED .' DRAIN 4" PVC PERFORATED DRAIN N 45• 00' 00" E 3.00' SLOP£ 1% N 90' DO' OD" E 114.00' SLOPE 1.% N 45' DO' 00" E 3 DO' SLOPE 1 % N 00' 00' 00" E 80.00' SLOPE 1 % N 45' DO' DD" W 3.00' SLOPE 1 % N 90' DO' OD" E 31.67' SLOPE 1 % N 45' DO' 00" E 64.76' SLOPE 1 % N 00' 00' 00" E 29.08' SLOPE 1% N 45· DO' oo" E 12.00' SLOPE 1 % 1-----+"7."'-=---------------1---------I'· 4' PVC 17 18 19 20 21 PERFORATED DRAIN 4" PVC PERF'ORATED DRAIN 2" SCH 80 PVC METER VAULT DISCHARGE 2" SCH 80 PVC METER VAULT DISCHARGE 2" SCH 80 PVC METER VAULT DISCHARGE N 90-oo· oo" E 25.00· SLOPE 1 % N 45' 00' 00" E 39.67' SLOPE 1% N 00' 00' 00" E 17.00' 3' COYER N 45· oo· oo" E 49.31' 3' COYER N DO' DD' oo" E 27'± 3' COVER - ~ TELEMETRY LINE TO BE 14 9 RELOCATED, SEE / ELECTRICAL SITE PLAN // /// /// /// /// /// .---~ TRANSFORMERS PART PLAN SCALE: 1" =5' CMWD, 92-402 I C-2 I ' CITY OF VISTA I IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION APPROVED; INSPECTOR' ~)PING /1 , I ~ ,r J I ' l I )N./\.-..1// < J. ~ ~,II". 13 DIRECTOR OF P~BUC WOR'\S RCE SMN DATE STA,RT"/1;0: 7,1 94 DATE COMPLETED: 2123/96 PLAN I SHCE'I' '!=-i:~r]-j3. 4 or 71 DATE fl,0, NO. r:::RAWINO NO. CHECKED BY: 3017A I 16 12 8 4 0 / / / / / -4 1 +00 12 8 4 0 -4 I 1 +00 S=0.0097 ·)···· PROFILE 'A' S=0.02 L=36.50' Q. () ;!; <( 1<> 0 I"") I I-') OJ! C, + z ~1t:;f5 i'51x~ U') ' w (/) ... , ....................... , .. .,, ........ , ....... _,_,, ' : I L=103.50'! \ ' , .... ···-··--! ..... ,.,., ... i I _L--,,,.,,.,., .................... ,.,_J _____ _ 1 +50 12" PVC STORM DRAIN SCALE HORZ. 1" = 1 o; VERT. 1" =4'. ; ·····--··--·•=~--··•-•""'' 1 +50 PROFILE 'C' 12" PVC SCALE HORZ. 1" = 1 O' VERT. 1" =4' ' i J 0 U) t') 0 + N ;,; {/) m-"' I ~a () a __J (/) ----' 0:: ~5l w _< ol;:jw (/) ---' Q. 3::;,;:i= 2+00 2+00 ' I. DRAIN LINE 1 6 28 12 24 8 20 4 16 0 12 m~ 0:: I ;:, 0 u 0 0 0 __J (/) 0 __J Cl'. "'o 0 "' (/) + w • <( ~ at;:; w ;,; U1 _J 0.. {/) :;a;:~ i= I.,,,,, 1 +00 til N O'. I ::J a u a 0 0 __J (/) __J "' U) ~5l + N w -Q(:;j ;,; (/) J (/) zz 12 8 4 0 -4 2+50 1 +50 PROFILE 'B' 8" RETAINING WAlL SEE DWG S-3 •5,,,0.0551 , l,,,25.60' l.1:, ,.,,,s 9 2+00 PVC STORM DRAIN SCALE HORZ. 1'' = 1 D' VERT. 1" =4' PLANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 438-4422 t ~J C:i "·· . ~ . .,C.u, • I,;_ DEXTER S, WILSON DATE 1 • ' j .. ; ' I I ' CONCRETE SWALE SEE DETAIL(:IB\ '87 S'-"'0.0185 L=27.0B' 28 24 20 16 12 8 2+50 CMWD 92-402 I C-3 I;.·• CITY OF VISTA I IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION PIPING PROFILES ./ ' I CONTRACTDR:r"ASCAL ANO LUDW INSPE'.CTCR: SMN IG DAE START(~; 7,, 94 DAE COMP·_E'TtD: Z/2$/96 W,0, NO, D~WINC ND ceccKrn BY• 301 7 A CONCRETE ROLLED CURB -----.L-- AND DRIVEWAY SEE DETAIL @· · C-6 ,./ / ~······~-""""'"" .. ./ / I ·• r;,-'"; ,., a'.' / / / CONSTRUCT NEW 6' TALL--... /_; ·'• CHAIN LINK FENCE WITH CITY ii // I.' Of ·IH REE STRAND BARBED / WIRE ON TOP .. CONNECT· / TO MASONRY. WALL. CITY 'OF! CARLSBAD - j ' / / RtMOVE . EXISTING CONCRETE DITC/4, -~ REPLACE WITH NEW CONCRETE 1 .DITCH PER SDRSD D-75 1YPE 'A' , i I I . ' ,/ / / REMOVE EXISTING FENCE --._ / / ,· ' ' " ' / / / / ' / . CONSTRUCT 3' WIDE . : CHAIN LINK GATE WITH THREE STRAND BARBED . WIRE ON TOP . : /CONS'TRUtT NEW 6' TALL - . (;HAIN LINK FENCE WITH TH.REE STRAND BARBED W.1RE ON TOP / I / .-' . / / / : I / / / ·' / / // / /// ! f I I .SEE PART PLAN THIS DRAWING I J 0 I 0 Ol ) I I .• ,, ,/ '. ,. . " .-.. . ' -" ' ,, ' '-: l ~--=-:::: .. ~ I INSTALL 6' HIGH DOUBLE ROLLING __J GATE WITH .BARBED WIRt'. .AND EXTENSION POST •SIMILAR TO .1/ ' : CONSTRUCT NEW 6' TALL CHAIN LINK FENCE WITH THREE STRAND BARBED WIRE ON TOP EXISTING ROLLING GATE AND ABLE TO PROVIDE A 3D' MIN. CLEAR OPENING CONSTRUCT 6" AC BERM PER SDRSD G-5, 1YPE 'A' 27.1 FG-~ I 0 TRANSFO PAD EL 27.5 8" TEMPORARY DEWATERING WELL 25.6 FG REMOVE EXISTING SWALE AND FENCE -9> 2' "?: ,·,·~-···""··················~••.,•--- • CONSTRUCT HEADWALL FOR EXISTING --. 8" DRAIN PER SDRSD D-34, U-1YPE, MODIFIED FOR WIDTH OF CONCRETE MAfCH FL ELEVATION DITCH. TOP OF WALL EL = 9.1 ;::o 0 )> 0 i,c .. \ " \, ' ! ' '•, if . ' " I EL 9.0 FL 8.8 -CONSTRUCT MODIFIED CONCRETE DITCH PER SDRSD D-75 1YPE A REMOVE EXISTING CURB TO THIS POINT. TOP EL OF DITCH TO MATCH TOP OF EXiSTING CURB. CONCRETE DITCH AT HEADWALL SCALE: 1'' ~ 1 D' 2% MIN SLOPE--30" NEW PAVEMENT FILL COMPACTED~ TO 9D% ,,...-,----~ ::f' \__ EXIST . PAVEMENT CONCRETE DITCH PER SDRSD S-75 TYPE "A" MODIFIED AS SHOWN CONCRETE DITCH TYPICAL SECTION SCALE: FL 7.13 t' WATER LINE -~- 0 '" LEGEND EXISTING CONTOUR FINISHED CONTOUR FINISHED GRADE SPOT ELEVATION FLOW DIRECTION DAYLIGHT LINE --~11----11--- EXISTING BROW DITCH NEW BROW DITCH EXISTING CHAIN LINK FENCE NEW CHAIN LINK FENCE EXISTING ff' AC BERM NEW 6" AC BERM LIMITS OF AC REMOVAL SAWCUT LINE NEW AC PAVEMENT UTILITY POLE PULL BOX TELEMETRY L E TO BE~ RELOCATED, S ELECTRICAL SITE LAN ~---- --REMOVE EXISTING FENCE o' '6' ,, ' j ·.,,,--+--REMOVE EXISTING NEW LENGTH OF · CONCRETE DITCH . PER SDRSD D-75 1YPE 'A' REMOVE EXISTING 0.5% I ,~ "= \=,,:::: ;,;::z~:;, ::'' '" ',~~;;J~g~~' ~ ,g~cc AND CONSTRUCT .NEW DITCH PER SDRSD D-}5 1YPE A ,,, '----SEE HEADWALL DEfA1L THIS SHEET ,'' RELOCATE FIRE DEPARTMENT KEY BOX NEXT TO NEW ACCESS GATE i / SCALE: 1" = 1 O' - PLAN DESCRIPTION AS-BUILT CONCRJ;:TE DITCH AND CONSTRUCT NEW DITCH PER SECTION THIS. 'DWG ', ', ' ',, ' I I \ / .. - DSW 2/23/96 I DATE CONSTRUCT NEW 6' TALL~~ CHAIN LINK FENCE WITH THREE STRAND BARBED WIRE ON TOP REMOVE EXISTING CONCRETE DITCH, -+-J REPLACE WITH NEW CONCRETE DITCH PER SDRSD 0-75 1YPE 'A' EL TOP OF CURB -~ INLET = B.83 NEW CURB INLET PER --~4-__ I SDRSD D-2, 1YPE B, MODIFY CURB INLET FOR TRANSITION OF NEW CONCRETE DITCH INTO CURB INLET. FOR DRAIN LINES CONNECTED TO CURB INLET SEE DWG C-2. EXISTING PULL BOX ----~ AT GRADE TELEMETRY LINE TO BE __ ,,. RELOCATED, SEE ELECTRICAL SITE PLAN EXISTING HEADWALL___/ TO REMAIN CONSTRUCT 6" AC BERM PER SDRSD G-5, 1YPE 'A' TELEMETRY LINE TO BE -~ RELOCATED, SEE ELECTRICAL SITE PLAN PLANS PREPARED 8Y WILSON ENGINEERING CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (619) 43B-4422 / -{'{j r· . '-z 'ily,i,/f ''- DEXTER S. WILSON DATE PART / _ _,-~--.~ CONSTRUCT AC PAVING TO JOIN TOP OF NEW \ CONCRETE DITCH I i, ··./·•············•::\ \:; ;;·,··/., .o,..;:c !, ' ) )--•••"h<••• •,-~••-,,,,.,,,/• \ \ \ IL_ \___ EXISTING PULL SOX AT GRADE UTILl1Y POLE . ' ~-EXISTING CONCRETE DITCH TO BE REMOVED PLAN EXISTING POLE MOUNTED TRANSF"ORMERS , TO BE DEMO- LISHED BY SDG&E IE 6.92 EXISTING 8" STEEL DRAIN LINE SCALE: 1"=5'-D'' CMWD 92~402 CITY OF VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION GRADING AND PAVING , ;, ' ' r,. / _, AP~ROVEC: ,,-!,_ ..... p .· -...._ ~,-~· --.:.... ~---....... ;, .... -~{~t-.:1J. ·~-1~~ 1::!;.. OIREClM o·F PUBLIC' WORKS RC~ CDNTRAC"TOR:PASCAL ANO LUOWIG INSPECTOR: SMN DATE SiA."IED: 7 I 94 DATE COMPLCTED: Z/23/96 DATE W.0. NO. CHECKED BY: PLAN I SHEcC 6 c, 71 CRAWING NO. 3017A I EXISTING 24" DIP FORCE MAIN --_ WITH RESTRAINED JOINTS SCALE: 1/4" ~ 1 '-0" INSTALL MECHANICAL JOINT RESTRAINED -~ END CAP ON EACH END OF PIPING EXISTING PLUG AFTER REMOVING VALVE INSTALL 24'' x 24" DIP RESTRAINED ME JOINT WYE ---_ INSTALL 24'' RESTRAINED MECHANICAL JOINT PLUG VALVE--__ EXISTING 24'' DIP FORCE MAIN \ V-1 . " • t, s, ·• W!!ll,__--~CONCRETE PLUG •b ~ 8" HOT TAP GATE VALVE WITH BLIND, NOT ENCASED £ A \ ~--cd z;;:__-----EXISTING 16" ACP FORCE MAIN REMOVED .,,.--CAP INSTALL 24" DIP RESTRAINED MECHANICAL JOINT SPOOL PIECE INSTALL 24" x 16" DIP RESTRAINED MECHANICAL JOINT REDUCER --~ FLEX PART PLAN NOTES: 1 . 2 3. 4. 5. 6. FOR VALVE SCHEDULE SEE DRAWING G-2. CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY HORIZONTAL AND VERTICAL LOCATION. CONTRACTOR TO LOCATE AND UNCOVER VALVES V-10 AND V-12. THESE VALVES SHALL BE SERVICED TO ENSURE PROPER OPERATION OF THE VALVE AND OPERATOR PRIOR TO CONSTRUCTING THE INTERTIE. INSTALL VALVE EXTENSIONS AND 8" DIP VALVE CANS ON ALL VALVES TO BE LEFT IN THE FIELD (V-1 0, V-11, V-12). VALVE CANS SHALL BE RAISED TO 24" ABOVE GRADE AND FITTED WITH A LOCKING DEVICE SUBJECT TO THE APPROVAL OF THE ENGINEER. PLACE 24" X 24" X 18" DEEP CONCRETE PAD AT GRADE AROUND EACH VALVE CAN. VALVE CAN COVERS SHALL BE INSCRIBED WITH 'THE FOLLOWING; "BVPS TAG NO. V-1 D" OR 11 OR 12 AS APPROPRIATE. NO DESCRIPTION REVISIONS BY EXISTING 24n DIP--,__ FORCE MAIN ~---THIS SEGMENT OF PIPING APPROXIMATE LOCATION 2" WATER LINE DATE APP'.D / / I j TO BE ABANDONED IN PLACE ----PLUGGED AND ABANDONED NOTES; 1 . -- FORCE MAIN BUENA VISTA INTERTIE AT LAGOON - ALL GRADING (TRENCHING) ACTIVITIES SHALL BE PROHIBITED BETWEEN OCTOBER 1 ST AND APRIL 1 S, OF ANY YEAR WITHIN THE LAGOON VISITATION AREA, Pl.ANS PREPAR<D 6Y DATE ' ' ' \ \ \ _,,.-"'"'""" ') t,..S~BUILT osw 2/23/96 ',,· !J 2. ALL AREAS DISTURBED BY GRADING SHALL BE PLANTED WITHIN 6D DAYS OF INITIAL DISTURBANCE AND PRIOR TO OCTOBER 1 ST WITH TEMPORARY OR PERMANENT EROSION CONTROL METHODS. WILSON ENGINEERING 3. PRIOR TO COMMENCEMENT OF WORK, SANDBAGS OR HAY BALES WILL BE PLACED AROUND THE WORK AREA ASSOCIATED WITH THE OFF-SITE CONNECTION OF TWO EXISTING FORCE MAINS AT THE PARKING LOT OF THE LAGOON VISITATION AREA. CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 3D0 CARLSBAD, CA 92009 (619) 438-4422 -{\()II ,--' ~,~\!"".'A-,, '-'U"-'!L .1, .. ,( ,,. -,~. \"J '--" . DEXTER S. WILSON DATE CJ) ~ ti.; ti.; ~ \ \ ~ ~ \ \ \ \ \ ti.; ?j CJ) a 2. ' \ ' CITY I \ , l \ \ \ OF SCALE: 1" = \ \ 20' \ \ CMWD 92-402 VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION APPROVf:;0! FORCE BUEN/ MAIN INTERTIE AT VISTA LAGOON .//, _/i/•· 1/'-;✓ ,, .,...._~ ·. ';.I OIR!:ClOR OF PUBJ::IC WORKS CONTRACTOR:PASCAl. ANO LUDWIG DATE STARTED: 7/ I /94 OATe: COMPLETEJ; 2/23/96 W.Q, NO, DRAWII\G NO. SMN CHECKED. BY: 3017A ,., "',I ~ . ' =· ' ' ;;.: '' ·.:. ·,':,i . .-, ->.-G· ,:,, . 1:f, i?-; ,; ,· ,.,, •,\ , .• -✓-·< ,,/ 1$" DIP FL 90' EL .---FENCE SWALE I ,"7 5'-0-± I d F.)(1$TINC 1Pf--~ I ..r MAIN TO REMAIN 1.; ~'l:CHITI:'. FORCE ....... '."" ; IN Pl.AGE 1 1· ,, I •··•. 1-- ::?-1 t ALL AROUNO 16"' BLIND FLANGE "1 _.-PROVIDE INSULATING FLANGE .--· 16" DIP / KIT BETWEEN STEEL AND DIP I ---------------FLANGES / REMOVE EXISTING VALVE [ AND PORTION OF TECHITE I FORCE MI\IN. PLUG rDRCE MAIN END WITH □RICK AND I ~/ ... I.I "'~-ORTAR, SALVAGE PLUG VALVE. lTi:-+ ...i-. l --------CONCRETE ENCA$t F.I.E?OW ANO RI$f,R TO FINISH GRAOE -15" MIN ALL AROUND INSTALL CEMENT MORTAi!/ l.lNED F'Af\l~ICATED STf;'.1:'.~ Pl)$H ON ~ FlANGEO 90' ELBOW TO FIT ON 0,0, OF TECHITE PIPE 16" FORCE M~~~E, ,~;~~~"ss CONNECTION @ 6" TRENCH DRAIN 0 0.6% SLOP£ BY POL YDRAIN, ABI INC., WITH NO. 51:2 SLOHl;;O GRATE AND FRAM£, SS LOCKING Dl::\1IC£, l,.l'lACl CLASS D, ~ H\)Rll()NTAL l;'.N(} PLATE, QR APPROVEO ~QlJAI,-·,, 6" DRAIN PIPE FROM TRENCH DRAIN. I.~. 1!!i.4ci: B"Xff'X6"PVC STORM DRAIN TEE -f!," Hl(lH, f!' WIDF. CONC~l;tt CURB --SWAl,Fa ~·1. :Z\li,"4 --- ff' OIA. GRATE AND fRAME, ALHAMBRA FOUNDARY NON-mAmc A-2020 OR EQUIVALENT. TOP OF GRATE EL 27,07 BEGIN 4n THICK CONCRETE SWALE SEE DETAIL CM\ ~37 SWALE FU}Wl,.INlt SLOPE ,!i'.7" LE, 16,50 8" DIP VALVE CAN RAISEO TO 24" ABOVE GRAOE AND FITTEO WITH A LOCKING OEVICE SIJBJECT TO THE APPROVAL OF THE ENGINEER, COVER SHALL INCLUDE THE FOLLOWING, "BVPS TAG NO, V-4,-, PLACE 24'' X J6" X 18" , DEEP CONCRETE PAD AROUND VA(.VE CAiii CONCRETE ENCASE ELBOW --- AND RISER TO FINISH GRAD£ 18" OIF', FL 90' EL CUT HOLE IN FENCE 16" DIP 1 .• • ... ~ INSTALL 1 tf' F'l.,ANG£C PLUG VALVE (V-42) 1 ~ SI.IND 1"'1.ANOF. --..___ CONST~lJCT 1 ft' SQUME: INSTALL 2~" RESTRAINEO MECHANICAL JOINT PLUG VALVE WITH VALVE CAN {V-·41) 12' 5'-0" ± X 18" DEEP CONCREtE 81.0CK FOR VAl,Vt SUPPORt MIN ALL -----J AROUND I I _J __ _ IL,----J I ::-T EXISTING 24" DIP FORCE MAIN TO REM.l.lN IN PLACE ·.• /. .1 '.. -----• I•'• ·• •••-I ----INSTALL 24" )( ,24" )( 16" OIP RmRAINF.D L~ ~ -~ ~ ~ ~ MECHANICAL JOIN'r m: INSTALL 24" DIP PLAIN ENI) SP.OOL Pll::CE ---INSTALL THRUST BLOCK WITH BOTTOM BEARING AREA OF \ 6 SQ. FT. 24" FORCE MAIN BY-PASS CONNECTION @ 4" THICK CONCRETE. SWALE: · SEE DETAIL~ SWALE FLOWUNE SLOPE 5.7% ~ FORM CONCRETE ... _ AROUND DRAIN BOX 'w=u_ !TTiilli"f" ~~~~wll~~~t ----------- auIKsET os--1212 OR APPROVED EQUAL, CENTER DRAIN BOX IN SWALE ,. rvc STORM DRAIN I.E. 1$.00 SCALE, J/8" • 1'-o" TOP OP" WALL EL. 26.87::1:. TOP OF RETAINING WALL SEE DRAWING A-2 .--Ff WIDE, 4" TAI.I.. __.-----OVERFLOW 'SCUPPER __.----CENTERF.0 l)N $WAI,;'. 25,6 g• PVC STORM DRAIN FOR CONTINlJA'flON SE£ DRAWING C-.2 I OF' OF F1NISHEO ~ .. , PAVEMENT REMOVABLE: ·· £ND CAP 4n SOLIO WALL PVC ---. SDR 3~ ORAIN PIPE --- STRAIQHT SECTION OF' PERFORATE'.CI DRAIN PIPE'. OR W'i"E'. F'ITilNO AS NECESSARY --, -e" g" THICK SLAB ON GRAOE WITH t-4 0 1 ~ EACI-I WAY O.C. 14 DOWI!],. K 24" LONG ill,i1s• o.c. -AC PAVEMENT -ROLLED CURB AND GlftrER PER SDRSD G-~ ROLLED CURB AND DRIVEWAY DETAIL@ SOLID TRAFFIC RATED COVER FOR 12" SQUARE CLEAR OPENING -----., ____ 12" X 1 t' PRECAST CONCRETE BOX, 1 2'' DEEP 4• CONCRETE SLAB (560-C-32~0) NATIVE'" BACKFlLL NTS "" COMPACTION J" MIN. CONTINUOUS FILTER ----1m .. '""rr FAEIRIC 9E:Tl¥££N -1 m·-PIPF.'. l(JNE -I -:--f!Ac;K~'IU, ANO -1 I 1-1 I ~----+-MIN. ti' MRI.AP F'OR F'IJ,.'!'EF'? F'AElr.?I0 'ffi't'[ !TTTillrr= -4" PVC PERFORATED PIPE SEE SPECIFICATION SECTION 15055 'IU'cc[ !mill~ NATIVE MATERIAL --I,.. MIN. /jlmrrr ,;,· OR.V,C. _/ Lill~ 1'" PVC STORM DRAIN FOR CONTINUATION SEE ORAWING C-2 ----.....,.. · 45' ELBOW J" MIN, J" MIN, If PVC 45' ELS - WEST END OF SWALE DETAIL NTS . .._____ :2'' SCH $0 l"VC SUM~ Pl)Mf i'JIS(:HARr.E MAINTAIN :}' ll~l"lH OF COVER ovr.R PIPE FOR CONTINUATION SE£ DWC C-2 PLAN VIEW A _j ---- EAST END OF SWALE DETAIL METER VAULT -·-------- 1 STR-9790 I --------- 2" SCH, 80 PVC SUMP PUMP ·-DISCHARGE, FOR CONTINUATION SEE DWG C-2, 24" FORCE MAIN,------~ N◊ PIPI:". JOINTS WITHIN METER VAULT PVC BALL VALVE ---- NTS ---l,E, 6,0 Cl-!F.'CK VAl.vr.----__ ... l,:l'l,.-~,'e=,__:o-._jj_J UNION_.--- SECTION A-A METER VAULT SC',Al,I:: Va" -,., .• (1' TAPEREO PAVEMENT EL!!/.~ / ~iw s~fJ~RsE~s~~g~1 lli:_9.i§_j LE, 1.0± EL. --o.~ ~Ll;.)<ll;!Lr. COUPLING REDUCED SCALE PRINT-ORIG. SCALE ~,1-,.c·~., zl"' 1''',l''ff~ UNDERDRAIN CLEANOUT DETAIL NTS NOTES; 1, PRECAST CONCRETE VAULT TO BE 6' X 6' CONCRETE Willi 6' X 6' DOUBLE LEAF GALVANIZED STEEL COVERS RATED FOR H-20 ROADWAY LOADINO. COVERS SH.All, Ell;: TORSION SPRING E,IAI.ANCED ANO SHALL HAVE A LOCKIIIIC HASP. 2. Pf{l"(.:A$f C0N(1Rf;n; VAlJl,.l SHALL E:IF. DESI0NE0 F()f,J H-:10 WHU:I., LOAl)ING AND FOR HYDROSTATIC FORCES RESULTING FROM GROUND WATER LEVEL AT FINISHED GRAOE, EXTERIOR OF VAULT SHALL BE WATERPROOFED PER SPECIFICATIONS SECTION 09800 J.05. J. C()NTRAC1'0R $HAl,L $1,il;lt,1I'!' $HOF' ORI\WINGS ON THE PRECAST VAULT FOR APPROVAL PRIOR TO FABRICATION, 4, PLACE VAULT ON 12• OF J/8" GRAVEL. !). PROVIDE AI.UMIIIIUl,A I.AODF.:R AT (,JN~: l:NO or VAULT !:IOI.TEO TO VAULT WALL WITH STAINLESS STEEL ANCHOR BOLTS, PROVIDE LADDER WITH lADDER-UF' SAFETY POST AS MANUFACTURED BY BILCO, OR EQUAL 6, ALL ELECTRICAL AND PIPING CONNECT- IONS ANO PENETRATIONS SHALL BE WATER TIGHT, 7. FLOW MCTCR MUST !3E INSTALLED ON A STRAIGHT RUN OF PIPE. NO PIPE JOINTS OR flTTING,S ARE ALLOWED IN TliE VAULT. "TYPICAL SECTION PERFORATED UNDERDRAIN@ NTS 0 IIIA~IVf,: M,6,Tl;RIAI.,, '!'OP ~?" Tl'l ~!)% RF.I.ATM;'. COMPACTION "TYPICAL BASE CO~RSE AND PAVING DETAIL ® .----1 PLAN~ PIU!l"A~Ei:1 ff'I WILSON ENGINEERING CONSUl.TING ENGINEERS 703 PAI ,OMAR AIRPORT ROAD, SUITE 300 CARLSBAO, CA !:17.009 {e;HI) 438-.. 4422 ~ o,__, . "I• l!!:93,_,. ocm{ ;;~;ON DATE CMWD 92-402 I C-61 CITY OF VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION CIVIL DETAILS * * * * (FUTURE) RECLAIMED WATER SYSTEM (PRIVATE) THE BUENA VISTA SEWAGE PUMP STATION GENERAL NOTES RECLAIMED WATER NOTES 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . 1 2. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED JUNE, 1991. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING, PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULE AND REGULATIONS. AND 1 5. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND 18. 19. 20. RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. B. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK- COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIE:S OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK'' ON THESE PLANS. 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFL0W/CROSS- CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: ENCINA WASTEWATER AUTHORITY AT (619) 438-3941 OR AFTER HOURS CONTACT: ENCINA WASTEWATER AUTHORITY AT (619) 438-3941 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ITEMS NO.'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. SIGNAGE NOTES 2140 JEFFERSON CARLSBAD, CA STREET 92008 THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2"X11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LITTERING. I. 11. GUIDELINE.~ fQ8. RECLAIMED WATER USE 1 . 2. 3. 4, 5. 6. 7. 8. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M: ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION) ADJUST SPRAY HEADS TO ELIMINATE 0VERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. B. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"X4', PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVIS0 -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL, ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. 2. 3. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LITTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1 . 2. 3. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE IDENTIFICATION. (P.0.C.'S) POINTS OF CONNECTIONS. E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVED LITTER REGARDING THE iNSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL Wil.!J.QE; A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. 8. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS·-C0NNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT'S FINAL INSPECTION. METER AND SACKFLOW / PURPLE LOGO BACKGROUND AREA OF RECLAIMED WATER USE -- I I SHEET 13 SHEET 16 1 ; /1.'HITE I //. 36' r 1' PURPLE LETTERS I --+1--"L..... CrTY OF OCEANSIDE CrTY OF CARLSBAD I (SIZE) 12" X 36" (N,T,S,) ',,IARNING RECLA MED ',,IATER DD NOT DRINK R~C::~~:~ IM~~ TER ~ ND T '1AR \ ', \ ~ 1' PURPLE LETTERS .060 ABS PLASTIC OR STICK -ON VINYL SIGNS ALSO .. 07 6 ALIMINUM \ \ \_ 2' PURPLE LETTERS g 10 11 12 13 14 75 16 17 18 TYPICAL SIGNS INDEX OF DRAWINGS DRAWING L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 TITLE PRIVATE RECLAIMED WATER SYSTEM LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION LEGEND LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN LANDSCAPE DETAILS DECLARATION OF RESPONSIBLE CHARGE r '.IARN1NG ~Ct.Mt•U:P. \IATrn n□ NOT nR(NK D --·--·--. I -··-t···--._ I -~--- / PROPOSED RECLAIMED WATER ___ Tl--·--.. IRRIGATION SYSTEM I I t://// I I/./ ' v~'n~-~<:?'"..,,-':,.-,;,-,-;," I I I I I I Lt-------l-l'-----cL~=~;;;::;;;c::.:_ _ _!___J 18" X Hl" SIZE .01 6 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. \AREA \ \ \ I I I . .. -------++-/ J- I I OF RECLAIMED WATER USE /i----D / I • I ( ' B U E N A I/ Lo (ON FENCE) V ! S T A C R E E K RECLAIMED WATER IRRIGATION SYSTEM NOTES /' -? / /~:<))~/ ---Y· / / \\ \ \ ---... ___ _I_ . / ... /, " \...---.... ·,\ \ \ ! /' ··· SHEET 14 I ... /// .. -.-"\ '(\ \_ \)~ \ \ % \ .. /./ SHEET 17 J: I j.,. \k ' .·. .. \ \ \ ./-.. ✓- / \ \ \ \ \ ~ \ \ . \ .-·--METER AND BACKFL0W LOCATION r \ \ \ \\\. .. 1-.-· ~.,.... ..· }r-.... :-J-_ . \-\\\ \ \_.l ... l .. -·· ~ ----\ / I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. PROJECT, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ADDRESS: TELEPHONE: BY: RCE NO.: ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO, CA. 92101 (619) 236-0143 STEVE ESTRADA 1685 EXP. DATE: 4-30-94 APPROVALS FOUNTAIN D = LOCATION OF "DO NOT DRINK" SIGNS VICINITY AND INDEX MAP CITY OF CARLSBAD •... / CMWD 92-402 L-1 ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO, CA, 92101 (619) 236-0143 CARLSBAD MUNICIPAL WATER DISTRICT REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER // .,-/_ _-A_ , I, PRIOR TO IMPLEMENTATION IN FIELD. _/ ~ C Oll!Ze1 '1.l?t /91 1------------------1 ,~ -DISTRICT APPROVED CHANGES BOB COATES, DISTRICT ENGINEER DATE R.C E. 19928 APPROVED DATE I---+----------------+-NO. DESCRIPTION 1---------------------1--·-·-... ··········· ,. ---·--···········--·········"··· , .. SAN DIEGO COUNTY HEALTH DEPARTMENT r·· ....,/, .. } -( I, --'-' _':::c,::, . ..J>.-__ ._,_'._~_-_·· ____ _c,,,,...__-'..._'].,__··_· 2-_l_._-·'t_~_;)I-+----------------·-"··· ....... ··---+-----< APPROVED BY: DATE CITY CF VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: THE _B~ENA ~}STA SEWAGE PUMP I ~ I I APPROVED: . ) ~-, -·~ f 3,.,i:, 1] offiECTtR OF 'pueilc WORKS RCE CONTRACTOR; PASCAL ANO LUDWIG INSPEc:TOR; SMN DATE STAATED: 7 I 94 DATE COMPl.£TE'.D:---2/ 23 / 96 I!; ·13'-:'!3 DATE W.O. NO. CHECKED BY: STATION lsHEET 9 OF 71 ORAWING NO. I GENERAL CONDITIONS 1-THESE SPECIFICATIONS ARE SUPPLEMENTAL TO AND INCLUSIVE OF THE STANDARD SPECIFICATIONS FOR PUBLIC WDRKS CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH SAN DIEGO REGIONAL STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION UNLESS OTHERWISE NOTED. CARLSBAD MUNICIPAL WATER DISTRICT SPECIFICATIONS FOR RECLAIMED WATER SHALL TAKE PRECEDENCE FOR THE IRRIGATION SYSTEM. IN CASE OF DISCREPANCY. THESE SUPPLEMENTARY SPECIFICATIONS SHALL TAKE PRECEDENCE. 2. ABBREVIATIONS (NOT IN GREEN BOOK} GV GATE VALVE QCV QUICK COUPLER VALVE POC POINT OF CONNECTION (IRRIGATION PLANS) GPM GALLONS PER MINUTE PSI POUNDS PER SQUARE INCH 3. RECORD DOCUMENTS THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DOCUMENTS AND SUBMITTALS IN THE FIELD, INCLUDING PLANS AND SPECIFICATIONS. ADDENDA, CHANGE ORDERS AND TEST REPORTS. THESE ITEMS SHALL BE KEPT IN GOOD ORDER. NOT USED FOR CONSTRUCTION PURPOSES. AND ACCESSIBLE TO THE FIELD ENGINEER AND ARCHITECT AT ANY TIME. THESE DOCUMENTS SHALL BE KEPT CURRENT WITH ALL CHANGES MADE OR DISCOVERED DURING THE COURSE OF CONSTRUCTION, AND SHALL BE TURNED OVER TO THE ARCHITECT IN THE FORM OF "AS BUil T" DRAWINGS, AS REQUIRED HEREIN. 4. AS BUil T DRAWINGS THE CONTRACTOR SHALL RECORD ALL CHANGES TO THE ORIGINAL CONTRACT DRAWINGS ON A SET OF CLEAN BLUEPRINTS, SHOWING WORK AS ACTUALLY INSTALLED, INCLUDING A MATERIALS AND PARTS UST AND CLEARLY LABELED "AS BUILT DRAWINGS". THESE RECORDINGS SHALL BE SUBMITTED TO THE ENGINEER. 5. MEASUREMENTS AND DIMENSIONS SCALED DIMENSIONS ARE APPROXIMATE. BEFORE ORDERING MATERIALS OR COMMENCING WORK WHICH IS DEPENDENT ON PROPER SIZE AND INSTALLATION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND QUANTITIES BY TAKING MEASUREMENTS IN THE FIELD, AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR ADJUSTMENT BEFORE ANY WORK AFFECTED IS BEGUN. 6. PROTECTION OF EXISTING TREES NO STOCKPILING OF SOIL OR DEBRIS SHALL BE PLACED WITHIN s·-o· FROM THE TRUNK OF ANY EXISTING TREE. GRADING, DRAINAGE AND HORIZONTAL CONTROL 1. THE CONTRACTOR IS CAUTIONED THAT NO AREAS OUTSIDE THE LIMITS OF GRADING OR DESIGNATED CONSTRUCTION AREAS ARE TO BE DISTURBED. ANY VEGETATED AREA SO DISTURBED SHALL BE RESTORED TO THE SATISFACTION OF THE ENGINEER AND ARCHITECT. RESTORATION SHALL INCLUDE THE INSTALLATION OF TEMPORARY OR PERMANENT IRRIGATION SYSTEMS IF REQUIRED TO ADE QUA TEL Y RESTORE ANY SUCH AREAS. SAID PROTECTION AND RESTORATION SHALL BE IN ACCORDANCE WITH SECTION 7-9 Of THE STANDARD SPECIFICATIONS. 2. UNLESS OTHERWISE SPECIFIED, ALL DISTANCES SHOWN ON THESE PLANS ARE HORIZONTAL DISTANCES. DIMENSIONAL DATA TO INTERMEDIATE STRUCTURES OR APPURTENANCES ON PIPE LINES IS TO THE INSIDE OF THE STRUCTURE OR APPURTENANCE. 3. WHERE NEW UNDERGROUND WORK CONNECTS TO EXISTING WORK IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATIONS AND ELEVATION OF EXISTING WORK PRIOR TO EXCAVATION FOR NEW WORK AND TO CONNECT THE NEW WORK THERETO. INDICATE ELEVATION OF NEW WORK ON AS-BUil T PLANS. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AND PROTECT ALL EXISTING IMPROVEMENTS, STRUCTURES AND UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BEFORE AND DURING CONSTRUCTION. 5. BEFORE EXCAVATING. VERIFY LOCATION OF UNDERGROUND UTILITIES, CONTACT "UNDERGROUND SERVICE ALERT" 1-800-422-4133. 6. CONTRACTOR SHALL SEE LANDSCAPE PLANS FOR ANY LANDSCAPING TO REMAIN AND BE PROTECTED DURING ANY DEMOLITION, RECONSTRUCTION OR REGRADING. FINE GRADING WHEN FINE GRADING ALL PLANTED AREAS OF THE SITE, CONTRACTOR SHALL RAKE ANO REMOVE FROM SITE ALL ROCK LARGER THAN 1" DIAMETER IN LAWN AREAS, 2• DIAMETER IN SHRUB AND GROUNDCOVER AREAS AND 4" AND LARGER ON SLOPES STEEPER THAN 3: 1/2: 1 TO A DEPTH OF 6". TRAFFIC CONTROL MAINTAINING TRAFFIC -THE CONTRACTOR SHALL MAINTAIN 1 TRAFFIC LANE IN EACH DIRECTION ON 2-LANE STREETS AND 2 LANES IN EACH DIRECTION FOR TRAFFIC ON ALL 4 OR MORE LANE STREETS DURING THE WORKING HOURS OF 8: 30 A.M. TO 3: 30 P.M. FULL WIDTH OF ALL TRAVEL LANES ON EXISTING ROADWAYS MUST BE MAINTAINED DURING THE HOURS OF 3:30 P.M. TO 8:30 A.M. DAILY ANO ON SATURDAYS, SUNDAYS, AND DESIGNATED WORKING DAYS. A 4-FDOT WIDE PEDESTRIAN ACCESS SHALL BE PROVIDED AND MAINTAINED IN ACCORDANCE WITH SECTION 7-10.1 OF THE STANDARD SPECIFICATIONS. FOR CLARIFICATIONS OF THE ABOVE, THE CONTRACTOR MAY CONTACT TRAFFIC ENGINEERING AT 744-1050. ANY MODIFICATION OR CHANGE IN ALIGNMENT OF THE EXISTING PARKING OR TRAVEL LANES OF ONE WAY OR TWO WAY STREETS SHALL RECEIVE PRIOR APPROVAL FROM THE CITY TRAFFIC ENGINEER AND SHALL BE IN ACCORDANCE WITH SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS, CURRENT EDITION. USE SIGNS. DELINEATORS, BARRICADES, ETC.. AS PER CURRENT STATE OF CALIFORNIA TRAFFIC CONTROL MANUAL. DELINEATORS AND STEADY BURN LIGHTS ARE TO OUTLINE THE TRAFFIC PATH AND BARRICADES ARE TO PROTECT THE WORK AREA. TRAFFIC CONTROL PLANS NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS REQUIRED, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED, TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA ANO PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 2. ALL SIGNS, DELINEATORS, BARRICADES, ETC., SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. CURRENT. DEFINITIONS ENGINEER CITY ENGINEER CITY OF VISTA INSPECTOR RESIDENT ENGINEER CITY OF VISTA ARCHITECT ESTRADA LAND PLANNING, 236-0143 STEVE ESTRADA. LANDSCAPE ARCHITECT SPECIAL PROVISIONS ALL PROVISIONS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," GREEN BOOK STANDARD SPECIFICATIONS (CURRENT EDITION) SHALL APPLY TO THE WORK AS IF BOUND HEREIN, PLUS THE FOLLOWING: SECTION 212 -LANDSCAPE AND IRRIGATION MATERIALS SECTION 212-1 LANDSCAPE MATERIALS 212-1.1 TOPSOIL 212-1.1.1 GENERAL, DELETE ENTIRELY ANO ADD: TOPSOIL SHALL BE EXISTING SOIL. IN PLACE 212-1.2 212-1.2.2 212-1.2.3 SOIL FERTILIZING AND CONDITIONING MATERIALS. MANURE, DELETE ENTIRELY. COMMERCIAL FERTILIZER. ADD FOLLOWING: PRE-PLANT FERTILIZER SHALL BE GRANULAR COMMERCIAL FERTILIZER 10-10-10 OR APPROVED EQUAL. POST -PLANT FERTILIZER SHALL BE 14-7-3 OR APPROVED EQUAL WITH CA, FE, ZN, AND MN AND WITH THE MAJORITY OF NITROGEN IN NON-AMMONIAC FORM TO PREVENT ACIDIFICATION OF SOIL PLANTING TABLETS SHALL BE COMPRESSED FERTILIZER TABLETS (20-10-5), IN 5 AND 21 GRAM SIZES. BY AGRIFORM OR EQUAL. 212-1-2.4 ORGANIC SOIL AMENDMENT, ADD FOLLOWING: TYPE 1 ORGANIC SOIL AMENDMENT SHALL BE DERIVED FROM WOOD WITH THE FOLLOWING PROPERTIES: IT SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, WHITE FIR AND RED FIR, CEDAR SHAVINGS OR REDWOOD SHAVINGS. AMENDMENT UPON ANALYSIS SHALL CONTAIN AT LEAST 0.5% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL GRADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED REPRESENTATIVE WITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE, GUARANTEE -WT./CU./YD. -560#-820#, NITROGEN (ORGANIC OR AMMONIAC) 0.5% PH (LESS THAN) 6.5. SALINITY (EC X 10 AT 25 C) = 2.5. IRON (FE) EXPRESSED AS METALLIC 0.01%. DENSITY -APPROXIMATELY 25 LB CU.FT. ORGANIC MATTER -85%. A NON-IONIC WETTING AGENT SHOULD BE USED. PROPERTIES: SCREEN ANALYSIS: % RETAINED ON STACKED SCREENS -1 MESH = 0.2%, 5 MESH = 36.6%, 8 MESH = 25. 7%, 12 MESH = 30. 7%, 32 MESH = 5 9%; REMAINDER = 0.9%. (SHALL BE SIMILAR OR EQUAL TO WIL GRO LIFE. LOAMEX OR FOREST HUMUS) TYPE 4 ORGANIC SOIL AMENDMENT (HYDROMULCH SOIL AMENDMENT) SHALL BE 'SARVON' LIQUID SOIL CONDITIONER OR APPROVED EQUAL. TYPE 5 ORGANIC SOIL AMENDMENT (AGRICULTURAL GRADE GYPSUM) SHALL BE A (CA S04 H2D) CALCIUM SULFATE PRODUCT -94.3%. 90% SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION WILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. CONTROL OF DUST DURING APPLICATION IS MANDATORY PRODUCT SHALL BE SIMILAR OR EQUAL TO: U.S. GYPSUM, DOLMAR, OR BANDINI. TYPE 6 ORGANIC SOIL AMENDMENT (IRON SULFATE) IRON SHALL BE EXPRESSED AS METALLIC -DERIVED FROM SULFATE -DEEP GREEN (FE S04 H20). A MINIMUM ANALYSIS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. TYPE 7 ORGANIC SOIL AMENDMENT (SOIL SULPHUR) SULPHUR SHALL BE 99.5% ELEMENTAL. SIZING ON STACKED SCREEN SHALL BE APPROXIMATELY: 8 MESH 4.3%; 20 MESH 7.8%; 50 MESH 46.9%; 100 MESH 39.3%; 200 MESH 1-7%. 212-1.2.5 MULCH, ADD ANO AMEND THE FOLLOWING: TYPE 5 MULCH (FIR DR REDWOOD BARK CHIPS) SHALL BE "WALK ON BARK" OR EQUAL COMMERCIAL WOOD CHIP PRODUCTS. SIZE SHALL BE MIN. 3" IN LENGTH AND 1/2" IN WIDTH. TYPE 7 MULCH (WOOD FIBER). CLEAN. NATURAL NON-RECYCLED WOOD FIBER PROCESSED TO CONTAIN NO GERMINATION OR GROWTH INHIBITING FACTORS. USING NON-TOXIC DYE TO FACILITATE METERING OF MATERIALS, MANUFACTURED IN SUCH A MANNER THAT AFTER ADDITION AND AGITATION IN SLURRY TANKS WITH FERTILIZER. SEED. WATER AND OTHER APPROVED ADDITIVES. FIBERS IN MA TERI AL WILL BECOME UNIFORMLY SUSPENDED FORMING A HOMOGENEOUS SLURRY THAT WHEN HYDRAUUCALL Y SPRA YEO ON GROUND, FORMS A BLOTTER LIKE GROUNDCOVER IMPREGNATED UNIFORMLY WITH SEED; WHICH AFTER APPLICATION, WILL ALLOW MOISTURE. RAINFALL TO PERCOLATE TO UNOERL YING SOIL. SUPPLIERS SHALL CERTIFY THAT THEIR PRODUCT MEETS ALL FOREGOING REQUIREMENTS BASED ON TESTING. 212-1.3 SEED. ADD FOLLOWING: SECOND PARAGRAPH, AMEND TO READ: "ALL SEED USED FOR EROSION CONTROL OR OTHER PLANTING SPECIFIED ON THE PLANS OR LISTED IN THE SPECIFICATIONS, SHALL BE FURNISHED IN LABELED AND SEALED STANDARD CONTAINERS, WITH DUPLICATE SIGNED COPIES OF A STATEMENT FROM THE VENDOR, CERTIFYING THAT EACH CONTAINER OF SEED DELIVERED IS FULLY LABELED IN ACCORDANCE WITH THE CALIFORNIA STATE AGRICULTURAL CODE, STATING CERTIFIED PERCENT OF PURITY AND GERMINATION IN CONFORMANCE WITH PLANS. SEED WHICH HAS BECOME WET. MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTED. SEED MUST BE CERTIFIED TO CONFORM TO THE SPECIFIED PURITY AND GERMINATION." 212-1.4 212-1.4.1 PLANTS. GENERAL. ADD FOLLOWING: FIRST PARAGRAPH, AMEND TO READ: "PLANTS SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT PRIOR TO PLANTING.• SECOND PARAGRAPH, DELETE SECOND SENTENCE. THIRD PARAGRAPH, AMEND TO READ: "NO PRUNING SHALL BE DONE PRIOR TO INSPECTION AT THE NURSERY. CONTRACTOR SHALL NOTIFY ARCHITECT 48 HOURS BEFORE EACH PLANT DELIVERY TO PERMIT THE ARCHITECT TO INSPECT THEM. NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM TO THE APPROVED NAMES GIVEN IN • A CHECKLIST OF WOODY ORNAMENTAL PLANTS IN CALIFORNIA, OREGON, AND WASHINGTON" PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURE SCIENCES, PUBLICATION 4091 (1979) (SEE UST OF PLANT MATERIALS ON DRAWING.) LABELING: EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE LABELED CLEARLY AS TO SPECIES AND VARIETY. ALL PA TENTED PLANTS (CUL TIVARS) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED WITH A PROPER PLANT PATENT ATTACHED. QUALITY AND SIZE: PLANTS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE DEPARTMENT OF AGRICULTURE REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. THE ARCHITECT IS THE SOLE JUDGE AS TO ACCEPTABILITY OF EACH PLANT. VIGOROUS, HEAL THY. WELL-PROPORTIONED PLANTS ARE THE INTENT OF THIS SPECIFICATION. PLANTS WHICH ARE EVEN MODERATELY "OVERGROWN," OR ARE SHOWING SIGNS OF DECLINE OR LACK OF VIGOR ARE SUBJECT TO REJECTION. THE SIZE OF THE PLANTS WILL CORRESPOND WITH THAT NORMALLY EXPECTED FOR SPECIES ANO VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK, DR AS SPECIFIED IN THE SPECIAL CONDITIONS OR DRAWINGS. PLANTS LARGER IN SIZE THAN SPECIFIED MAY BE USED WITH THE APPROVAL OF THE ARCHITECT. BUT THE USE OF LARGER PLANTS WILL MAKE NO CHANGE IN CONTRACT PRICE. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH AND SPREAD OF ROOTS FOR EACH PLANT SHALL BE INCREASED PROPORTIONATELY. REJECTION OR SUBSTITUTION: ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND IMMEDIATELY REMOVED FROM THE SITE AND REPLACED WITH NEW PLANTS BY THE CONTRACTOR AT HIS EXPENSE. RIGHT TO CHANGES: THE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY. AND/OR SIZES OF PLANT MATERIAL TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DO NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID, AND WITH THE PROVISION THAT THE CONTRACTOR SHALL BE NOTIFIED, IN WRITING, AT LEAST SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. 212-1.4.6 CUTTINGS, AMEND TO READ: CUTTINGS SHALL BE FRESH STOCK CUT WITH A SHARP HANO TOOL FROM THE STEM TIPS OF HEAL THY, VIGOROUS PLANTS OF THE SPECIES SPECIFIED. 212-1.4.7 VINES VINES SHALL BE OF THE SPECIFIED TYPE AND SIZE, SELECTED FROM HIGH QUALITY, WELL-SHAPED NURSERY STOCK. 212-1.5 212-1.5.3 HEADERS, STAKES AND TIES. TREE STAKES, AMEND TO READ: TREE STAKES SHALL BE TWO (2) INCH DIAMETER LODGEPOLE PINE OF LENGTHS REQUIRED. POINTED ON ONE END, AND MINIMUM 10' IN LENGTH. TREE TIES SHALL BE COMMERCIALLY MANUFACTURED TIE MADE FROM SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF TWENTY (20) INCHES. SPLIT PLASTIC HOSE TIES TO BE EQUAL TO "CINCH-TIE" BY C.I. T. SECTION 212-2 IRRIGATION SYSTEM MATERIALS 212-2.1 212-2.1.3 PIPE AND FITTINGS, ADD FOLLOWING: PLASTIC PIPE FOR USE WITH SOLVENT WELD SOCKET OR THREADED FITTINGS SECOND AND THIRD PARAGRAPH, AMEND TO READ: CLASS 200 PIPE SHALL BE USED FOR INSTALLATION ON THE DISCHARGE SIDE OF CONTROL VALVES. SCHEDULE 40 (1 1/2" OR SMALLER) OR CLASS 315 (2" OR LARGER) PIPE SHALL BE USED FOR CDNTINUOUSL Y PRESSURIZED PIPE ON THE SUPPLY SIDE OF CONTROL VALVES. SCHEDULE 80 PIPE ONLY, SHALL BE SUPPLIED FOR CONTINUOUSLY PRESSURIZED PIPE ON THE SUPPLY SIDE OF CONTROL VALVES, AND SCHEDULE 40 PIPE MAY BE USED FOR NON-PRESSURE PIPE, WHEN THREADED JOINTS ARE SPECIFIED OR OTHERWISE PERMITTED BY THE ENGINEER. FITTINGS AND COUPLINGS FOR PLASTIC PIPE SHALL BE THREADED OR SLIPFITTING TAPERED SOCKET SOLVENT WELD TYPE. THREADED FEMALE ADAPTERS SHALL BE PROVIDED WITH SOCKET PIPE FOR CONNECTIONS TO THREADED PIPE. PLASTIC PIPE FITTINGS AND COUPLINGS SHALL BE PVC I OR PVC 1/11 MATERIAL. THE TYPE OF PLASTIC MATERIAL AND SCHEDULE SIZE SHALL BE INDICATED ON EACH FITTING OR COUPLING. FITTINGS AND COUPLINGS SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: SOCKET FITTINGS SCHEDULE 40 ASTM 02466 SCHEDULE 80 ASTM D2467 THREADED FITTINGS SCHEDULE 40 ASTM D2464 SCHEDULE 80 ASTM D2464 212-2.1.S COPPER PIPE, COPPER PIPE SHALL BE TYPE L IN ACCORDANCE WITH ASTM B 88; BRASS PIPE. BRASS PIPING SHALL BE I.P.S. RED BRASS: SOLDER: 50/50 LEAD ANO TIN. 212-2.2 212-2.2.4 VALVES AND VALVE BOXES RE"40TE CONTROL VALVES, AMEND TO READ: REMOTE CONTROL VALVES SHALL BE ELECTRICALLY ACTIVATED. UNLESS OTHERWISE SPECIFIED, THEY SHALL BE BRASS OR BRONZE, WITH ACCURATELY MACHINED VALVE SEAT SURFACES, EQUIPPED WITH FLOW CONTROL ADJUSTMENT AND CAPABILITY FOR MANUAL OPERATION. THEY SHALL BE READILY DISASSEMBLED FOR SERVICING. 212-2.2.6 QUICK COUPLING VALVES, AMEND TO READ: QUICK COUPLING VALVES SHALL BE BRASS OR BRONZE WITH BUILT-IN FLOW CONTROL, SELF-CLOSING VALVE, PURPLE RUBBER COVER, ACME THREAD QUICK COUPLER KEY IN ONE INCH SIZE UNLESS OTHERWISE SPECIFIED. 212-2,2, 7 VAL VE BOXES, ADD FOLLOWING: TYPE "K" COPPER PIPE SHALL BE USED TO EXTEND THE EXISTING WATER MAIN AT THE METER, TO THE NEW REDUCED PRESSURE PRINCIPLE BACK FLOW ASSEMBLY. ALL REMOTE CONTROL VALVE BOXES SHALL BE RECTANGULAR, PLASTIC BY AMETEK, OR APPROVED EQUAL WITH PURPLE COVER PER CARLSBAD MUNICIPAL WATER DISTRICT SPECIFICATIONS. 212-2.4 SPRINKLER EQUIP"4ENT FIRST PARAGRAPH, DELETE SECOND SENTENCE. THIRD PARAGRAPH, AMEND TO READ: "FIXED HEADS, SHRUBBERY HEADS AND BUBBLER HEADS SHALL HAVE ADJUSTABLE RADIUS CONTROL." ADD THE FOLLOWING: CHECK VALVES SHALL BE USED WHERE NECESSARY TO PREVENT LOW HEAD DRAINAGE. 212-3 212-3.2 212-3.2.1 ELECTRICAL MATERIALS CONDUIT AND CONDUCTORS CONDUIT, AMEND TO READ: CONDUIT SHALL BE GALVANIZED STEEL OR SCHEDULE 40 PVC CONFORMING TO THE APPLICABLE PROVISIONS OF SECTION 209-2.3. 212-3.2.2 CONDUCTORS, AMEND TO READ: LINE VOLTAGE CONDUCTORS SHALL BE SUPPLIED IN THE SIZES AND TYPES SHOWN ON THE PLAN AND SHALL BE SOLID COPPER, THW, 600-VOL T INSULATION RATING, CONFORMING TO THE APPLICABLE PROVISIONS OF ASTM D-734. LOW VOLTAGE CONTROL CONDUCTORS SHALL BE TYPE UF, SOLID COPPER AND SUPPLIED IN THE SIZES SHOWN ON THE PLAN OR IN ACCORDANCE WITH THE CONTROL EQUIPMENT MANUFACTURER'S RECOMMENDATION, AND SHALL BE UL APPROVED FOR DIRECT BURIAL INSTALLATION. CITY OF CARLSBAD 333-4L CMWD 92-402 CITY a= VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PU"4P STATION PLANS PREPARED BY: ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET, SUITE 2D5 SAN DIEGO, CA. 92101 (619) 236-D143 -~ 7-28-93 STEVE ESTRADA DATE LANDSCAPE SPECIFICATIONS CONTRACTOR: I I I PASCAL AND LUDWIG INSPECTOR: SMN OAfE ST!'f!Ep, 7,1,,94 -- DATE COMPLETED: 2/23/96 W,0, NO. CHE:CKED BY: DR,l,,WING NO, 3017A SECTION 308 -LANDSCAPE AND IRRIGATION INSTALLATION J08-1 GENERAL. DURING INSTALLATION CONTRACTOR SHALL OBSERVE SAFE PRACTICES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, AND ALL APPROPRIATE FEDERAL, STATE AND LOCAL LAWS CONCERNING SAFE JOB PRACTICES- 308-2 308-2.2 EARTHWORK AND TOPSOIL PLACEMENT TRENCH EXCAVATION AND BACKFILL, AMEND TC READ: UNLESS OTHERWISE SPECIFIED. THE MINIMUM DEPTH OF COVER OVER PIPELINES AND CONDUITS SHALL BE AS FOLLOWS: 308-2.3_2 ELECTRICAl CONDUIT -18 INCHES WATER LINES CONTINUOUS! Y PRESSURED 3-INCH AND SMALLER PIPE -18 INCHES (24 INCHES UNDER ROADWAYS AND PAVING) 4-INCH AND LARGER PIPE -24 INCHES FERTILIZING AND CONDITIONING PROCEDURES, AMEND TO READ: SECOND PARAGRAPH, FIRST SENTENCE, AMEND TO READ: "SOIL AMENDMENT MATERIALS SHALL BE UNIFORMLY SPREAD AT THE PRESCRIBED RATE-" THIRD PARAGRAPH, FIRST SENTENCE, TO READ: "AFTER SPREADING, RAKE THE FOLLOWING SOIL AMENDMENTS INTO THE UPPER 1 INCH OF SOIL BY SUITABLE EQUIPMENT OPERATED IN AT LEAST TWO DIRECTIONS APPROXIMATELY AT RIGHT ANGLES." ADD THE FOLLOWING: ONCE ROUGH GRADING HAS BEEN ACCOMPLISHED, A MINIMUM OF (2) TWO SOIL SAMPLES FROM DIFFERENT REPRESENTATIVE AREAS OF SITE SHALL BE TAKEN AND A SOIL ANALYSIS PERFORMED TO DETERMINE NUTRIENT AND MINERAL CONTENT, COMPOSITIONAL CHARACTERISTICS, PERMEABILITY, AND EXISTENCE OF POSSIBLE TOXIC ELEMENTS_ SOIL TEST SHALL BE CONDUCTED BY A REPUTABLE AGRICULTURAL SOILS LABORATORY APPROVED BY LANDSCAPE ARCHITECT. ANALYSIS SHALL INCLUDE RECOMMENDATIONS FOR AMENDING OR CORRECTING SOIL CONDITIONS. RESULTS OF SOIL ANALYSIS SHALL BE RECEIVED BY LANDSCAPE ARCHITECT PRIOR TO AMENDING OF SOIL AND ORDERING AMENDMENTS. BASED ON THE SOILS TEST RESULTS, THE QUANTITY OR TYPE Of AMENDMENTS MAY BE MODIFIED BY THE LANDSCAPE ARCHITECT A'ITl-I 14 DAYS OF RECEIPT OF ANALYSIS. CLEAN ALL PLANTING AREAS, REMOVING ALL WEEDS, DEBRIS AND ROCKS (. 1RGER THAN 2") FROM THE SITE_ NOTE THAT EXISTING NATIVE PLANTS AND DELOSPERMA ICEPLANT ARE TO REMAIN IN PLACE AND SHALL NOT BE REMOVED. FILL IN ALL RODENT HOLES AND EROSION AND COMPACT TO 85% MINIMUM. AFTER ALL PLANTING AREAS MEET THE FINISH GRADES PER GRADING PLAN, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS ( OR AS MODIFIED BY THE SOILS REPORT), SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND WORKED INTO THE SOIL: 1) SOIL AMENDMENTS FOR PLANTING AREAS: GYPSUM IRON SULFATE SOIL SULPHUR AFTER LEACHING. APPLY: 10-10-10 FERTILIZER 100 LBS/1.000 SQ. FT. 10 LBS/1,000 SQ_ FT, 10 LBS/1,000 SO. FT. 25 LBS/1,000 SQ. FT. AMENDMENTS SHALi. tlE RAKED INTO SOIL SURFACE WITHOUT DISTURBING THE COMPACTION OF THE SLOPE OR EXISTING PLANTS. NOTE: SOIL AMENDMENTS AS SPECIFIED ARE FOR BIDDING PURPOSES ONLY, ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS (PROVIDED BY CONTRACTOR) AFTER ROUGH GRADING. THE THOROUGHNESS AND COMPLETENESS OF THE INCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSC~PE ARCHITECT. DEEP WATER LEACHING; 1) AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND SOIL AMENDMENTS. ALL AREAS SHALL BE DEEP WATER LEACHED, COMPACTED, AND SETTLED BY REPEATED APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF 12" OF WATER, AND HAS BEEN THOROUGHLY MOISTENED TO A DEPT OF 24". 2) PRIOR TO LEACHING. APPLY 'SARVON' WETTING AGENT AT A RA TE OF 6 GALLONS/ACRE PER MANUFACTURER'S INSTRUCTIONS. 3) AFTER LEACHING OPERATION, 2 SOIL SAMPLES SHALL BE TAKEN BY CONTRACTOR PER LANDSCAPE ARCHITECT'S DIRECTION AND GIVEN TO THE SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: EC -MAXIMUM 3_00 PH -MAXIMUM 7.50 MINIMUM 6.00 WEED ERADICATION FOR ALL AREAS TO BE MULCHED OR PLANTED. A WEED ERADICATION PROGRAM SHALL BE PERFORMED PRIOR TO PLANTING AS FOLLOWS: (1) AFTER SOIL PREPARATION AND DURING THE LEACHING PERIOD, THE CONTRACTOR SHALL PACE THE IRRIGATION OF ALL AREAS TO ALLOW MAXIMUM GERMINATION OF EXISTING WEED SEEDS. (2) WEEDS SHALL BE IRRIGATED AND ALLOWED TO GROW FOR A MINIMUM OF 21 DAYS OR A SUFFICIENT AMOUNT OF TIME TO PERMIT GERMINATION AND GROWTH OF EXISTING WEED SEEDS. (3) ALL WEEDS WITHIN THE LIMIT OF WORK SHALL BE REMOVED BY MEANS OF HAND PULLING. CONTACT HERBICIDE APPLICATION OF 'ROUND UP' OR EQUAL PER MANUFACTURER'S DIRECTION MAY BE UTILIZED ONLY WHERE EXISTING PLANTS OR GROUNDCOVER TO REMAIN ARE NOT PRESENT. (4) WEEDS SHALL BE REMOVED FROM SITE PRIOR TO PROCEEDING WITH THE PLANTING PROCESS (5) PRIOR TO REMOVAL, DETERMINE PLANTS TO BE PRESERVED BY REVIEWING SITE WI TH RESIDENT ENGINEER. THE CONTRACTOR SHALL APPLY POST-PLANT 14-7-3 FERTILIZER AT THE RATE OF 6 LBS. PER 1000 SQ. FT., 30 DAYS AFTER PLANTING AND EVERY 60 DAYS THROUGH THE END OF THE ONE YEAR MAINTENANCE PERIOD. 308-2.4 FINISH GRADING, AMEND TO READ: FIRST PARAGRAPH, AMEND TO READ: CONTOURS AND FINISH GRADE SHALL PROVIDE FOR DRAINAGE TO SHEET FLOW AND SHALL NOT CHANNEL DRAINAGE IN A MANNER WHERE VOLUME AND VELOCITY OF WATER WILL CREATE SURFACE EROSION. THIRD PARAGRAPH, FIRST SENTENCE, AMEND TO READ: •AFTER BLENDING SOLID AMENDMENTS AND FERTILIZERS INTO SOIL, WATER AND ALLOW SOIL TO SETTLE TO PROVIDE A STABLE BASE." ADD THE FOLLOWING: "FINISH GRADE SHALL INSURE POSITIVE DRAINAGE FROM THE SITE. SURFACE DRAINAGE SHALL BE AWAY FROM ALL BUILDING FOUNDATIONS. THE ARCHITECT SHALL APPROVE THE FINAL GRADES AND ELEVATIONS BEFORE PLANTING OPERATIONS MAY BEGIN." THE FINISH GRADE IN HYOROSEED AREAS SHALL HAVE MODERATELY ROUGH TEXTURE TO PROVIDE A SUITABLE SURFACE FOR ADHERENCE OF THE HYOROSEED MIX_ 308-4 308-4_1 PLANTING GENERAL. ADD FOLLOWING: ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE, AS APPROVED BY THE ARCHITECT. NO PLANTING SHALL BE DONE IN ANY AREAS UNTIL IT HAS BEEN SATISFACTORILY PREPARED IN ACCORDANCE WITH THESE SPECIFICATIONS, SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN 75% OF FIELD CAPACITY THE DETERMINATION OF ADEQUATE SOIL MOISTURE FOR PLANTING SHALL BE THE SOLE JUDGMENT OF THE ARCHITECT AND HIS DECISION SHALL BE FINAL. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT OF PLANTING PITS BEFORE PLANTING OPERATIONS SHALL BEGIN IF THE SOIL MOISTURE LEVEL IS FOUND TO BE INSUFFICIENT FOR PLANTING, ALL PLANTING PITS SHALL BE FILLED WITH WATER ANO ALLOWED TO DRAIN BEFORE STARTING PLANTING OPERATIONS_ NO MORE PLANTS SHALL BE DISTRIBUTED IN THE PLANTING AREA ON ANY DAY THAN CAN BE PLANTED AND WATERED ON THAT DAY_ ALL PLANTS SHALL BE PLANTED AND WATERED AS HEREIN SPECIFIED IMMEDIATELY AFTER THE REMOVAL OF THE CONTAINERS. CONTAINERS SHALL NOT BE CUT PRIOR TO PLACING THE PLANTS IN THE PLANTING AREA, 308-4_2 PROTECTION AND STORAGE. ADD FOLLOWING: THE CONTRACTOR'S ON-SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE ARCHITECT PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS ANY PLANTS DETERMINED BY THE ARCHITECT TO BE WILTED, BROKEN, OR OTHERWISE DAMAGED SHALL BE REJECTED AT ANY TIME DURING THE PROJECT, WHETHER IN THE GROUND OR NOT. ALL PLANTS SHALL BE HANDLED BY THEIR CONTAINERS. ANY PLANT THAT HAS BEEN HANDLED BY ITS TRUNK OR STEM SHALL BE REJECTED. ALL REJECTED PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SHADE LOVING PLANTS, STOLONS AND SOD SHALL BE STORED IN THE SHADE OR SCREENED FROM THE SUN_ 308-4.5 TREE ANO SHRUB PLANTING, AMEND TO READ: FIRST SENTENCE, DELETE THE WORDS "APPROXIMATELY SQUARE WITH VERTICAL SIDES TWICE THE DEPTH AND WIDTH." REPLACE WITH ·1 1/2 TIMES THE DEPTH AND 2 TIMES THE WIDTH• SECOND PARAGRAPH, FIRST SENTENCE, AMEND TO READ: "REMOVE CONTAINERS IN SUCH A MANNER THAT THE PLANT ROOTBALL IS NOT INJURED." FOURTH PARAGRAPH, SECOND SENTENCE, AMEND TO READ: "SOIL MIX SHALL CONSIST OF THE FOLLOWING COMPONENTS FOR EACH TEN CUBIC YARDS OF SOIL MIX: (THE FOLLOWING SOIL MIX TYPES AND QUANTITIES ARE FOR BIDDING PURPOSES ONLY. ACTUAL SOIL MIX TYPES AND QUANTITIES WILL BE BASED ON A SOILS ANALYSIS PROVIDED BY OWINER AFTER ROUGH GRADING IS COMPLETE.) 4 CUBIC YARDS TYPE 1 ORGANIC SOIL AMENDMENT 6 CUBIC YARDS ON SITE SOIL 30 LBS. AGRICULTURAL GYPSUM 5 LBS. IRON SULFATE 15 LBS. 10-10-10 FERTILIZER FIFTH PARAGRAPH, DELETE PARTS (1) THROUGH (7). REPLACE WITH THE FOLLOWING: (1) THE BOTTOM OF THE PLANTING HOLE SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND THE NATIVE SOIL MIXED WITH AN EQUAL AMOUNT OF SOIL MIX_ (2) WHERE REQUIRED, PLACE ROOT CONTROL BARRIERS INTO PLANTING HOLES AT LOCATIONS NOTED ON DRAWINGS PRIOR TO ADDING SOIL MIX. (3) SOIL MIX SHALL BE ADDED AND WATER COMPACTED IN THE BOTTOM OF THE PLANTING HOLE SO THAT THE CROWIN OF THE PLANT IS ONE INCH ABOVE FINISH GRADE, UNLESS INDICATED OTHERWISE ON DETAILS. (4) THE PLANT SHALL BE APPROXIMATELY AT THE CENTER OF THE HOLE AND PLUMB. (5) PREPARED SOIL MIX SHALL BE ADDED IN THE HOLE TO COVER ONE-HALF THE HEIGHT OF THE ROOT BALL. WATER SHALL THEN BE ADDED TO THOROUGHLY SATURATE THE ROOT BALL AND ADJACENT SOIL. (6) AFTER THE WATER HAS DRAINED, THE SPECIFIED NUMBER OF FERTILIZER TABLETS SHALL BE PLACED IN THE PLANTING HOLE ADJACENT TO THE ROOT BALL. THE ARCHITECT SHALL APPROVE FERTILIZER TABLET PLACEMENT PRIOR TO FILLING REMAINDER OF HOLE WITH SOIL MIX_ (7) THE BACKFILL SHALL BE THOROUGHLY WATER SETTLED AND ADDITIONAL PREPARED SOIL MIX ADDED TO FILL ANY REMAINING VOID BELOW FINISH GRADE. (8) THE PLANT SHALL BE GUYED AND STAKED AS SPECIFIED IN SUBSECTION 308-3.4.6. (9) THE AREA AROUND PLANTS SHALL BE REGRADED TO FINISH GRADE. THE EXCESS SOIL SHALL BE DISPOSED OF BY THE CONTRACTOR OR AS DIRECTED BY THE ARCHITECT. (10) FERTILIZER PLANTING TABLETS (21 GRAM) SHALL BE PLACED WITH EACH PLANT AT THE FOLLOWING RATES: ONE (1) TABLET PER 1 GALLON CONTAINER TWO (2) TABLETS PER 5 GALLON CONTAINER rouR (4) TABLETS PER 15 GALLON CONTAINER ONE (1) TABLET PER EACH FOUR (4) INCHES OF BOX SIZE CONTAINER (11) ALL PLANTS 'M-IICH SETTLE DEEPER THAN SPECIFIED SHALL BE RAISED TO CORRECT LEVEL OR REPLACED AS DIRECTED BY THE ARCHITECT. (12) PRUNING SHALL BE LIMITED TO THE MINIMUM NECESSARY TO REMOVE INJURED TWIGS AND BRANCHES, AND TO COMPENSATE FOR LOSS OF ROOTS DURING TRANSPLANTING, BUT NEVER TO EXCEED ONE-TENTH THE BRANCHING STRUCTURE. PRUNING MAY BE DONE ONLY WITH THE APPROVAL OF AND IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. CUTS OVER THREE-QUARTERS OF AN INCH SHALL BE PAINTED WITH AN APPROVED TREE WOUND PAINT. 308-4.6 PLANT STAKING AND GUYING, ADO THE FOLLOWING: STAKING OF TREES IS NOT REQUIRED UNLESS CONTRACTOR DEEMS STAKING NECESSARY FOR ADEQUATE SUPPORT. TREES SHALL BE SELF SUPPORTING AT TIME OF PLANTING ANO PRUNED AS NECESSARY DURING MAINTENANCE PERIOD TO MAINTAIN STABILITY_ 308-4.6.1 METHOD A TREE STAKING (SINGLE STAKE), At.lENO TO READ: FIRST SENTENCE, "THE TREE SHALL BE STAKED WITH THE TYPE AND LENGTH OF STAKE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS, THE STAKE SHALL BE PLACED AT THE WINDWARD SIDE OF THE TREE AND POSITIONED ADJACENT TO THE ROOT BALL TiiE STAKE SHALL BE VERTICAL AND DRIVEN 12 INCHES INTO UNDISTURBED SOIL." 308-462 METHOD B TREE STAKING (DOUBLE STAKE) At.lEND TO READ: ALL 15 GALLON AND 24" BOX SIZE TREES SHALL BE DOUBLE STAKED. REFER TO SECTION 212-15_3 OF THESE ADDENDA FOR APPROVED STAKING MATERIALS AND GUYING MATERIALS. FIRST AND SECOND SENTENCES, "THE TREE SHALL BE STAKED WITH THE TYPE AND LENGTH OF STAKE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS. ONE STAKE SHALL BE PLACED 18 INCHES FROM EACH SIDE OF THE TREE TRUNK," 30B-4.6.3 GUYING ALL BOXED TREES OVER 24" BOX SHALL BE GUYED. DELETE THE FIRST PARAGRAPH. 308-4.7 GROUNOCOVER AND VINE PLANTING, At.lENO TO READ: SECOND PARAGRAPH, ADD: "SOIL SHALL BE MOIST WITHIN THE TOTAL ROOT ZONE OF THE MATERIAL BEING PLANTED." THIRD PARAGRAPH. CHANGE THE WORD "FLAT" TO "CONTAINER"_ FOURTH PARAGRAPH, SECOND SENTENCE, AMEND TO READ: "A THREE-INCH LAYER OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE PLANTED AREAS AS INDICATED ON PLANS EXCEPT SLOPES 3: 1 OR STEEPER_" SIXTH PARAGRAPH, SECOND SENTENCE TO BE DELETED. 306-4.9.3 SEEDING AND MULCHING OMIT METHOD A, ADD THE FOLLOWING: METHOD B SLURRY MIX (HYOROSEED MIXES) SHALL BE COMPOSED OF MATERIALS AS FOLLOWS: SEED MIX PER PLAN 10-10-10 FERTILIZER WOOD FIBER MULCH ORGANIC SOIL BINDER 'SARVON' SOIL CONDITIONER 400 LBS./ ACRE 2500 LBS./ACRE 130 LBS./ ACRE 6 GALS./ ACRE LANDSCAPE CONTRACTOR MUST PROVIDE OWNER'S REPRESENTATIVE WITH "BAG TAGS" AND RECEIPT FORMS PRIOR TO INSTALLATION OF HYDROSEED MIXTURE. ALL BARE SPOTS SHALL BE RE-HYDROSEEDED BY THE CONTRACTOR WITHIN THIRTY DAYS OF THE INITIAL APPLICATION 308-5 308-5.1 IRRIGATION SYSTEM INSTALLATION GENERAL, At.AEND TO READ: FOURTH PARAGRAPH, "UTILITY CONNECTIONS SHALL BE AS SHOWIN ON THE PLAN OR DESIGNATED BY THE UTILITY COMPANY, THE CONTRACTOR SHALL INCLUDE IN ITS BID. ALL COSTS FOR SUCH UTILITY CONNECTIONS SHOWN ON THE PLANS OR DESIGNATED BY THE UTILITY COMPANY." ADD FOLLOWING: MATERIALS SHALL BE DELIVERED AND STORED IN ACCORDANCE WITH SECTION 4 OF THE STANDARD SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A TEMPORARY WATER SUPPLY FROM AN APPROVED SOURCE TO IRRIGATE EXISTING PLANTS UNTIL THE PERMANENT WATER SOURCE IS OPERABLE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DESCRIPTION OF THE TEMPORARY WATER SUPPLY TO THE WATER AUTHORITY AND CITY FOR APPROVAL. THE TEMPORARY WATER SUPPLY SHALL BE OF ADEQUATE PRESSURE AND GALLONAGE TO OPERA TE THE EXISTING IRRIGATION SYSTEt.l AND OTHER REQUIRED IRRIGATION EQUIPMENT AT ITS DESIGNED CAPACITY. CONTRACTOR SHALL FURNISH ANY AND ALL TEMPORARY ELECTRIC POWER REQUIRED TO OPERATE IRRIGATION CONTROLLERS DURING CONSTRUCTION PERIOD OR UNTIL PERMANENT ELECTRICAL POWER HAS BEEN FURNISHED. VAL VE SIZES SHALL BE AS SPECIFIED ON THE PLANS. 308-5.2 308-5-2.1 IRRIGATION PIPELINE INSTALLATION GENERAL, AMEND TO READ: FOURTH PARAGRAPH, "UNLESS OTHERWISE SPECIFIED NO PVC PRESSURE PIPELINE SHALL BE INSTALLED WITHIN 3 FEET OF AND PARALLEL TO ANOTHER LINE." 308-5.2.2 STEEL PIPELINE, AMEND TO READ: THIRD PARAGRAPH, • JOINTS SHALL BE MADE WITH A NON-TOXIC NON-HARDENING JOINT COMPOUND OR TEFLON TAPE APPLIED TO THE t.lALE THREADS ONLY." 308-5.2.4 COPPER PIPELINE. AMEND TO READ: FIRST PARAGRAPH, ADD: "COPPER PIPE SHALL BE CUT SQUARE ANO ALL BURRS AND FINS REMOVED." SECOND PARAGRAPH CHANGE "50-50 TIN-LEAD SOLDER" TO "40-60 TIN-LEAD SOLDER." PLANS PREPARED BY: ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO. CA. 92101 (619) 236-0143 -~ 7-28-93 STEVE ESTRADA DATE CITY OF CARLSBAD 333-4L CMWO 92-402 I L-3 I CITY a: VISTA I lt.lPROVEt.lENTS TO THE BUENA VISTA SEWAGE PUt.lP STATION LANDSCAPE SPECIFICATIONS I II I I " AP!""A:O\IED: -Clfr(EcttJR Of -'LlBLIC WORKS 3<:,(,11 RCE IC•IJ.T,~ I SHEIT 11 71 DATE OF CONTRAcTOR: °"'TE S'!_Af,':'E;O; W.O. NO. DRAWING NO. PASCAL AND LUDWIG 7 ,i; 94 SMN uf\TE COMPL.ITEC: 2/23/96 CHECKED BY: 3017A I I 308-5.3 INSTALLATION OF VALVES. VALVE BOXES. AND SPECIAL EQUl?MENT, AMEND TO READ: THIRD PARAGRAPH, AMEND TO READ: "VALVES SHALL BE THE SIZE SPECIFIED ON THE CONTRACT DOCUMENTS, FOURTH PARAGRAPH, AMEND TO READ: GATE VALVES AND SECTIONAL CONTROL VALVES SHALL BE INSTALLED BELOW GROUND AND SHALL BE EQUIPPED WITH A SLEEVE CENTERED ON THE VALVE STEM_ FIFTH PARAGRAPH, AMEND TO READ: QUICK-COUPLER VALVES PROJECTING ABOVE GRADE SHALL BE 12 INCHES FROM CURBS, PAVEMENT AND WALKS. IN GROUNDCOVER AND SHRUBBERY AREAS, QUICK COUPLER VALVES SHALL BE SET 4 INCHES ABOVE FINISH GRADE. SEVENTH PARAGRAPH, AMEND TO READ: BACKFLOW PREVENTERS SHALL BE INSTALLED AS SPECIFIED ON THE CONTRACT DOCUMENTS. 308-5.4 306-5.4.2 SPRINKLER HEAD INSTALLATION AND ADJUSTMENT LOCATION, ELEVATION AND SPACING THIRD PARAGRAPH. AMEND TO READ: SPRINKLER HEADS SHALL BE INSTALLED A MINIMUM OF 6 INCHES FROIIA ADJACENT VERTICAL ELEMENTS PROJECTING ABOVE GRADE, SUCH AS WALLS. PLANTER BOXES, CURBS AND FENCES. FOURTH PARAGRAPH, AMEND TO READ: UNLESS OTHERWISE SPECIFIED, SHRUB HEADS, BUBBLER HEADS AND IMPACT SPRINKLERS SHALL BE INSTALLED 6 INCHES ABOVE FINISH GRADE. FIFTH PARAGRAPH, AMEND TO READ: NOZZLE LINES PROJECTING ABOVE FINISH GRADE SHALL BE AT LEAST 6 INCHES FROM ADJACENT CURBS, WALK. PAVING AND SIMILAR IMPROVEMENTS. AFTER LAST PARAGRAPH, ADD FOLLOWING: SPRINKLER HEADS PROJECTING ABOVE FINISH GRADE SHALL 8£ AT LEAST 6", BUT NOT MORE THAN 12" FROM ADJACENT WALKS, CURBS. OR HEADER. 308-5.5 AUTOMATIC CONTROL SYSTEM INSTALLATION, AMEND TO READ: THIRD PARAGRAPH, "REMOTE CONTROL VALVES SHALL BE COMPATIBLE WITH THE AUTOMATIC CONTROLLER WHEN THE VALVE IS TO BE HOUSED IN A VALVE BOX, IT SHALL BE INSTALLED WITH AT LEAST A 4-INCH MINIMUM TO A 6-INCH MAXIMUM CLEARANCE BELOW THE COVER. THE BOX SHALL BE SET TO FINISH GRADE ON AN UNMORTARED BRICK FOUNDATION." FOURTH AND FIFTH PARAGRAPH, "ALL SERVICE WIRING SHALL BE INSTALLED AT INSTALLED AT THE MINIMUM DEPTH SPECIFIED IN SECTION 307-2.5 IN GALVANIZED STEEL (ABOVE GRADE ONLY) OR PVC CONDUIT FROM THE SERVICE POINT TO THE CONTROLLER. FOR THE PURPOSE OF THESE SPECIFICATIONS, SERVICE SHALL INCLUDE ALL MA TERI AL AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL CONNECTION BETWEEN THE TERMINATING POINT OF THE SERVING UTILITY AND THE IRRIGATION CONTROLLER A SEPARATE DISCONNECT SWITCH OR COMBINATION METER SOCKET, AS REQUIRED, SHALL BE INSTALLED BETWEEN THE SOURCE OF POWER AND THE CONTROLLER. THE MINIMUM SERVICE WIRE SHALL BE NO. 12 AWG COPPER .600 VOLT TYPE TW, TWH OR TWHH OR LARGER AS REQUIRED BY THE CONTRACT DOCUMENTS OR CONTROLLER MANUFACTURER. WIRE SPLICES SHALL BE LOCATED ONLY IN SPECIFIED PULL BOXES AND SHALL BE MADE WITH A PACKAGED KIT APPROVED FOR UNDERGROUND USE. VALVE BOXES SHALL BE SET TO GRADE ON AN UNMORTARED BRICK FOUNDATION. CONTROL WIRING OR HYDRAULIC CONTROL TUBING SHALL BE HOUSED IN CONDUIT BETWEEN THE CONTROLLER AND A POINT AT LEAST ONE FOOT OUTSIDE THE LIMITS OF THE CONTROLLER FOUNDATION, OR THE STRUCTURE FOUNDATION AND WHERE THE CONTROLLER IS HOUSED. ALL OTHER WIRING AND HYDRAULIC CONTROL TUBING ISSUING FROM THE CONDUIT SHALL BE DIRECT BURIAL INSTALLED IN MAIN OR LATERAL WATER LINE TRENCHES WHEREVER PRACTICABLE. THE WIRING OR TUBING SHALL BE INSTALLED IN THE LOWER CORNER OF THE IRRIGATION PIPELINE TRENCH. SUFFICIENT SLACK SHALL BE LEFT IN THE WIRING OR TUBING TO PROVIDE FOR EXPANSION AND CONTRACTION. WHEN THE CONTROL WIRING OR TUBING CANNOT BE INSTALLED IN A PIPE TRENCH, IT SHALL BE INSTALLED A MINIMUM OF 18 INCHES BELOW FINISH GRADE." SEVENTH PARAGRAPH AFTER SECOND SENTENCE ADD: "THE MINIMUM INSULATION RESISTANCE TO THE GROUND SHALL BE 50 IIAEGOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED." ADD NEW PARAGRAPH: "EACH INSTALLED REMOTE CONTROL VALVE SHALL BE CODED TO ITS PARENT CONTROLLER." 308-5.6 FLUSHING AND TESTING 308-5.6.2 PIPELINE PRESSURE TEST, AMEND TO READ: LAST SENTENCE, "MAINS LARGER THAN 2 INCHES, ASBESTOS CEMENT MAINS AND MAINS EMPLOYING SOCKET AND SPIGOT GASKET JOINTS SHALL BE TESTED IN ACCORDANCE WITH SECTION 306-1.4; ALL OTHER MAINS AND LATERALS SHALL BE TESTED AT A CONSTANT PRESSURE OF 125 PSI FOR 4 HOURS." 308-6 MAINTENANCE AND PLANT ESTABLISHMENT_ ADD FOLLOWING: FIFTH PARAGRAPH, REVISE 30 DAY PLANT MAINTENANCE PERIOD TO 360 DAYS. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD. AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 360 CONTINUOUS CALENDAR DAYS. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. THE LANDSCAPE MAINTENANCE IS CONSIDERED AS WORK TO BE DONE UNDER THIS CONTRACT AND IS INCLUDED IN THE OVERALL TIME OF COMPLETION OF THIS CONTRACT. FOR ALL AREAS, THE MAINTENANCE PERIOD SHALL BE 360 DAYS, OR UNTIL FINAL ACCEPTANCE. THE CONTRACTOR SHALL PROVIDE COMPLETE LANDSCAPE MAINTENANCE OF ALL PLANTING AND IRRIGATION. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, WATERING, LITTER CONTROL, WEED CONTROL, STAKING REPAIR, IRRIGATION REPAIR, FERTILli!:ATION, CULTIVATION, AND CONTROL OF DISEASES AND PESTS. THE CONTRACTOR SHALL PROVIDE WATERING IN SUFFICIENT AMOUNTS TO ASSURE PLANT HEALTH AND GROWTH. WATER SHALL BE PROVIDED BY MEANS OF WATER TRUCK IF NOT AVAILABLE IN IRRIGATION SYSTEM. MINIMUM WATERING INTERVAL SHALL BE ONCE PER WEEK. ALL BARK-MULCHED AREAS AND PLANTED AREAS, EXCEPT LAWN AND HYDROSEED AREAS, SHALL BE TREATED WITH AN APPROVED GRANULAR PRE-EMERGENT HERBICIDE ACCORDING TO MANUFACTURER'S SPECIFICATIONS AT THE BEGINNING OF THE MAINTENANCE PERIOD AND, IF THE PRODUCT SPECIFIES ADDITIONAL SCHEDULED TREATMENTS ON A REGULAR SCHEDULE, APPLY AS REQUIRED THROUGH TIHE MAINTENANCE PERIOD. THE CONTRACTOR SHALL CONTROL WEEDS, DISEASE, AND PEST INFESTATIONS IN THE PLANTING AREAS. THE ARCHITECT SHALL APPROVE ALL METHODS AND MATERIALS FOR SUCH CONTROL UPON APPROVAL. THE CONTRACTOR SHALL IMPLEMENT THE CONTROL MEASURES EXERCISING EXTREME CAUTION IN USING PESTICIDES AND TAKING ALL STEPS TO ENSURE THE SAFETY OF THE PUBLIC. ONLY LICENSED PERSONNEL WILL BE PERMITTED TO PERFORM TOXIC SPRAYING. DURING THE ESTABLISHMENT PERIOD TIHE CONTRACTOR SHALL FURNISH SUFFICIENT MEN AND EQUIPMENT ON A DAILY OR WEEKLY BASIS TO PERFORM THE WORK REQUIRED BY THIS SECTION. ANY DAY WHEN THE CONTRACTOR FAILS TO ADEQUATELY CARRY OUT SPECIFIED MAINTENANCE WORK, AS DETERIIAINED NECESSARY BY THE ARCHITECT, THE DAY WILL NOT BE CREDITED AS ONE OF THE PLANT ESTABLISHMENT DAYS. -ALL PLANTING AREAS WHICH ARE DAMAGED BY CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR WITHIN 30 DAYS FOLLOWING COMPLETION OF CONSTRUCTION IN SUCH AREAS, UNLESS OTHERWISE APPROVED. REPAIR SHALL CONSIST OF BRINGING THE DAMAGED AREA BACK TO FINAL GRADE. REPLANTING THE AREA WITH THE SAIIAE VEGETATION AS ORIGINALLY SPECIFIED AND MAINTAINING THE AREA TO ACHIEVE ACCEPTABLE PLANT ESTABLISHMENT. CONTRACTOR SHALL CALL FOR A FINAL INSPECTION TWO (2) WEEKS BEFORE THE END OF THE 360-DAY MAINTIENANCE PERIOD. FAILURE TO PASS INSPECTION WILL RESULT IN AN EXTENSION OF THE MAINTENANCE PERIOD FOR SUCH PERIOD AS THE ARCHITECT DEEMS NECESSARY 308-7 GUARANTEE, ADD FOLLOWING: THE CONTRACTOR'S GUARANTEE SHALL CONSIST OF SECTION 308-7 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK_ SHOULD THE CONTRACTOR FAIL, DURING THE GUARANTEE PERIOD, TO EXPEDITIOUSLY CORRECT A DEFECT UPON WRITTEN NOTIFICATION BY THE CITY OR OWNER, THE CITY OR OWNER SHALL CAUSE THE WORK TO BE CORRECTED AND BILL THE ACTUAL COSTS INCURRED TO THE CONTRACTOR. DEFECT CORRECTIONS SHALL INCLUDE THE COIIAPLETE RESTORATION OF EXISTING IMPROVEMENTS THAT WERE DAMAGED AS A RESULT OF THE DEFECT. ALL 15 GALLON AND LARGER TREES INSTALLED UNDER THE CONTRACT SHALL BE GUARANTIEED TO LIVE AND GROW FOR ONE (1) YEAR FROM THE DAY OF FINAL ACCEPTANCE OF CONTRACT WORK (FOLLOWING MAINTENANCE) .. ALL OTHER PLANT MATERIAL, INCLUDING GROUND COVERS, SHALL BE GUARANTEED TO LIVE AND GROW FOR A PERIOD OF NINTY (90) DAYS FROM THE DAY OF FINAL ACCEPTANCE OF THE CONTRACT WORK (FOLLOWING MAINTENANCE). ANY MATERIAL FOUND TO BE DEAD, MISSING OR IN POOR CONDITION DURING THE MAINTENANCE PERIOD, SHALL BE REPLACED IMMEDIATELY. THE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE CONDITION OF THE MATERIAL. MATERIAL FOUND TO BE DEAD OR IN POOR CONDITION WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION. REPLACEMENTS SHALL BE MADE TO THE SAME SPECIFICATIONS REQUIRED FOR THE ORIGINAL PLANTINGS. PLANS PREPARED BY: ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO, CA. 92101 (619) 236-0143 -~ 7-2B-93 STEVE ESTRADA DATE CITY OF CARLSBAD 333~4L CMWD 92-402 CITY CF VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION LANDSCAPE SPECIFICATIONS f I r ! (\ -'3.,w,) lsHm 12 o, DATE COl\·T~CTO~: DATE STARTED: W.O. NO. DRAWING NO. 71 1NSN'.CtOR: PASCAL AND LUDWIG 7/1/94 SMN OA-:-t COMPLETED: 2/23/96 --CH[CKEO BY: 3017A I I I / j L .. , .............. .. ·'"" um ' "~'""'"'""""'"'" ""' · . .,.,,. '"'"'~""'""""'''" 9 -- I I . 32.7 / I f I ,. \ .• ~'''''~1(1,,0,onn,,,n,I\)••''""'''"'''"' l ; ~··--- .,f /I ' I 314." .. '"""'"'"""''""" '"" .. ''" _:· _/ '""I .. :'.""'""'""""'""'' '"'I> "~" '""'""'""'""""" "''' ,,.,.. "''''''"'''''"""1!1'110:1,,,,,,,,,,1,,, ~ .. ,. I ' POINT OF CO-C'TION 1"0 1" IRRIGATIOJf 111;:~R TO BE ' PROPOSED PUMP STATION WALL MOUNT 12 STATION CONTROLLER 'A' ·; CONNECT VALVES A-1 TO A-7 1 REF. ELEC. DWGS. FOR LOCATION : I OF CONTROL WIRE CONDIIT STUB OUT !., ON NEW WEST WALL BELOW ELEC. ROOM ' :J~~V PQWER llOURCE .. F.IIOM ELEC. ROOM :T:~~ ~,~~1, ~:2 . INttALL 't' 1/2" REDUCED PRESSURE BACKFLOW PREVENTER WITH •y-STRAINER'.)~fff> PRESSURE REDUCER ,,,,,,,,,,,,,,,,,i,,,,,1,,,,,n,1'"''1'1 ·~•••;.:;,,,,,..,,,,1,,,1nlj•1•11''1 ,,,,.,,,,,,.,,,,,,,,,, .. ,.,,,,,,,,,,, ,,,,,,,,,,,,,,,,1•"!''''1'1'" '",,1,,,,,,,. '·'-·.,:. ,.... EXISTING . . ... ;•" PUMP STATION SHUT. OFF.·· VALVE l'-6" FF ,;;,.,,,,.,,,,n,,::::::·::::·::::::::,0::::,011,0,1,n:·· :·-:::a~c••·;·==-;.·•·•~ -··-·"·--------- ""I· .""'"''"""""'"""" .... . ......... F. ·•"In•• ·11;.;· ''""'""''""'ll"li•< "Ill ''''" !HIIOIOo,,l,HiHIIOLlbll"'!l+i,HI, 1. / ·1 /. · .. ' ' ~·· . ; ;: , I \ ,'1i::. CITY OF OCEANSIDE • .. CITY OF CARLSBAD 15.0 14.8 7.4 18.0 I / ,, I \ ' l ' I f I ' NOTES: 1. EXISTING STATIC WATER PRESSURE IS 103 PSI PER THE CARLSBAD WATER DISTRICT. 2. SEE ELEC. DWGS. FOR ELECTRICAL OUTLET FOR CONTROLLER. 3. UNLABELED IRRIGATION LATERALS SHALL BE 3/4• IN SIZE. 4. REMOVE EXISTING IMPACT SPRINKLERS FROM TOP OF FENCE AND PROVIDE TO CITY OF CARLSBAD INSPECTOR. S. ALL CONTROLLER WIRE SPLICES SHALL BE LOCATED It PULLBOXEI. 9. INSTALL YALCON ADY CHECK VALVES AS REQUIRED TO COIIPLETELY ELIMINATE LOW HEAD DRAINAGE ON ALL SYBTEMS. NOTE: ALL IRRIGATION SHOWN ON THIS SHEET IS TO BE CONVERTED TO RECLAIMED WATER WHEN AVAILABLE. FF= FACE OF FENCE & REVISIONS NO. DESCRIPTION BY DATE APP'D AS-BUILT DSW 2/23/96 ~ DATE CITY OF CARLSBAD 333-4L CMWD 92-402 L-5 CITY VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION PLANS PREPARED BY: LANDSCAPE IRRIGATION PLAN ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET. SUITE 205 SAN DIEGO. CA. 92101 (519) 235-0143 -~ 7-28-93 STEVE ESTRADA DATE I ll I ! APPRO\IED: ;,., / \. ~ l/ ~ (_£ I 7 lr-11-"'1,) Dl~CTOR OF PU~ IC WORKS •cc DATI". COi'. 'TR.A.CTOR; PASCAL AND LUDWIG "'""'s"'P'"Ec"'To"'RC", ~~--S-M-N - DIITE STAflT\:D1 W.O. NO. 7/1/94 ~D~.r~E~c"'o=~,LET-E""D,-,,~ CHECKEO SY: 2/23/96 I SHEET~ QC~ I DAAW1NC NO. 3017A 263021P4 7-28-93 NOTES: 11 IF NO SPARE CONTROL WIRE 18 AVAILABLE FOR VALVE 8 TRENCH 12• DEPTH ALONG CURB TO CONTROLLER AND INST ALL 2 14 GAUGE CONTROL WIRES AND 1 14 GAUGE COMMON WIRE IN A 1• SCH 40 PVC CONDUIT 21 HEAD LOCATION BASED ON AREA OF DISTURBANCE REVISIONS NO. DESCRIPTION DSW TO !EXISTING VALVES DATE '" ,,,~/ / a --0- RO 3/4" / / / P.O.C. - \ \ _& .... APPROXIMATE LOCATION OF TEMPORARY FENCE -- [ ' EXISTING SPRAY HE.ADS AND LATERALS TO REMAIN .... 111h-: ·""""'"" ----,,,,,-, q) ,1r11lli VERIFY EXISTING SPARE ·•.--'1...-'1> CONTROL WIRE AND COMMON EXISTING 2• M"™~' I EXISTING REMOTE CONTROL VALVE, EXISTING PRESSURE REGULATOR EXISTING REDUCED PRESSURE BACKFLOW PREVENTER laXISTING RAINBIRD ISC-8 CONTROLLER··· .... •" ... ··. . EXISTING BALL VALVE EXISTING 2· METER ..... __ ---'~,,' ~ ,' ',,'' :.,.,., ,' PLANS PREPARED BY: ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO, CA. 92101 (619) 236-0143 -~ 7-28-93 STEVE ESTRADA DATE 1 I I \ \ \ ; \ \ ~ I I ~ I Cl). a < I I I I \ SCALE: 1• = 10' CITY OF CARLSBAD 333-4L CMWD 92-402 CITY VISTA I \ I \ \ \ \ \ L-6 IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION LANDSCAPE IRRIGATION PLAN ~--·_-_ 0 ____________ ~-~-•- 7 ____ ~ I SHEET~ OF~ I CONTRACTOR: PASCAL AND LUDWIG INSPECTOR: SMN DATE STARTED: 7/1 /94 DATE COMPLETIT>; 2/23/96 ,0. NO. DRAWING NO. 3017A SYMBOL MFG. MODEL DESCRIPTION PRESS. PSI 1 RAINBIRD 1800-PRS 12F SPRAY NOZ. 30 2 RAINBIRD 1800-PRS 12TT SPRAY NOZ. 30 3 RAINBIRD 1800-PRS 12H SPRAY NOZ. 30 4 RAINBIRD 1800-PRS 12T SPRAY NOZ. 30 5 RAINBIRD T_ FC 122-2.5 ADJ. ROTOR 45 e RAINBIRD T_ PC T22-2.5 ADJ. ROTOR 45 7 RAINBIRD T_ PC T22-1.3 ADJ. ROTOR 45 8 HUNTER PGH-ADV-00 ADJ RAD .. ADJ ARC ROTOR 50 8 HUNTER PGH-ADV-00 ADJ RAD., ADJ ARC ROTOR 50 10 HUNTER PGS-ADV-00 ADJ RAD., ADJ ARC ROTOR 50 11 HUNTER PGS-ADV-00 ADJ RAD., ADJ ARC ROTOR 50 12 RAINBIRD 1812-SAM-PRS-15F ADJ. ROTOR W/ 12" POP-UP 30 13 RAINBIRD 1812-SAM-PRS-15H ADJ. ROTOR W/ 12" POP-UP 30 14 RAINBIRO 1812-SAM-PRS-150 ADJ. ROTOR W/ 12" POP-UP 30 □ SEE -12" SHRUB RISER 0 ABOVE -12" POP-UP SYMBOL MFG. MODEL DESCRIPTION [Ml --1" WATER METER CZ] RAINBIRD ISC-12-B+ WALL MOUNT CONTROLLER -12 STATION ~ RAINBIRD ISC-8 EXISTING PEDESTAL MOUNT CONTROLLER ~ FEBCO 825Y -1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER ~ FEBCO EXISTING REDUCED PRESSURE BACKFLOW PREVENTER 8 GRISWOLD 2000 GATE VALVE. MASTER CONTROL VALVE W/ FACTORY EPOXY COATING ® EXISTING PRESSURE REGULA TOR ® NIBCO T-590-Y BALL VALVE, SIZE TO MATCH MAINLINE 8 NIBCO T-113 EXISTING BALL VAL VE, .,, RAINBIRD 100 EFB-CP ELECTRIC REMOTE CONTROL VALVES 125 EFB-CP 150 EFB-CP " RAINBIRD EFA-CP EXISTING ELECTRIC REMOTE CONTROL VALVES @ RAINBIRD 44 NP QUICK COUPLER VAL VE. 1" ACME THREAD @ RAINBIRD EXISTING QUICK COUPLER VAL VE '\fVVV\., PROPOSED 12 VOLT ELECTRIC CONTROL WIRE ---------...._ -.,,. i::,'"""1;11"""11::l' EXISTING 12 VOLT ELECTRIC CONTROL WIRE -----ALERT-2" > CLASS 315 PVC PURPLE COLOR PVC MAINLINE LINE < 1 1/2" SCH 40 PVC ALERT-CLASS 200 PVC PURPLE COlOR PVC LATERAL LINE ----ALERT-SCH 40 PVC SCH 40 PVC SLEEVE ----LINE STATION NO. ____ (..,..'_,'• \ GPM--GALLONS PER MINUTE VALVE SIZE -~ 7 NOTES: 1. ALL IRRIGATION HARDWARE SHALL BE INSTALLED A MINIMUM OF 8" FROM CURB AND OTHER HARDSCAPE LOCATIONS. 2. INSTALL SPRING TYPE CHECK VALVE AS NEEDED TO STOP ALL LOW HEAD DRAINAGE. FLOW ARC RAO GPM DEGREES FEET COMMENTS DETAIL 2.60 360 12· □ USE THE 1800-PA-8S-PRS 1. 74 225 12· ON A SHRUB RISER ANO E/G 1.30 180 12' Q THE 1812-SAM-PRS FOR 0.87 135 12· POP-UP CONDITIONS . 2.65 360 22· □ USE THE T-S-T22 ON A 22' SHRUB RISER ANO THE E/G 2.65 180 0 T-12-T22 FOR POP-UP 1.32 90 22· CONDITIONS AS INDICATED 6.8 SEE 48' NOZZLE 10, 12" POP-UP 3.4 PLAN 42' NOZZLE 07, 12• POP-UP E 6.8 SEE 48' NOZZLE 1 0, ON RISER 3.4 PLAN 42' NOZZLE 07, ON RISER G 2.50 360 15· 1.85 180 15· G 0.93 90 15' COMMENTS DETAIL PER SHEET C-2 W/ RAINCHECK AUTO RAIN SHUTOFF, A WB-U2 WALL MOUNT KIT INSTALL W/ WILKENS 500YSBR -1 1/2" 8 PRESSURE REGULATOR W/ "y" STRAINER TO REMAIN IN PLACE INSTALL IN RECTANGULAR VALVE BOX; CONNECT TO CONTROLLER MASTER VALVE START CIRCUIT W/ 14GA. CONTROL WIRE TO REMAIN IN PLACE INSTALL IN RECTANGULAR VALVE BOX C TO REMAIN IN PLACE SIZE AS NOTED ON PLAN D INSTALL IN VALVE BOX TO REMAIN IN PLACE WITH LOCKING PURPLE RUBBER CAP E TO REMAIN IN PLACE BURY MINIMUM 18" DEEP UNLESS OTHERWISE NOTED VERIFY LOCATION, SEE PLAN 18" BELOW GRADE, 24" BELOW PAVING 12" BELOW GRADE 24" BELOW PAVING, USE PURPLE COLOR PIPE OR WHITE PIPE WITH RECLAIMED WATER WARNING TAPE 0 z SHRUB HEAD OR ROTOR 1/2" SCH 80 PVC RISER ~ 8 ci: ...J c( > Lil ~ z :i • N -1 /2" SCH. 80 PVC TI-IREADED 6" RISER 1/2" MARLEX S'TREET ELL (MIPT X f'IPT) SCH. 40 PVC SXSXFIPT TEE OR ELL NOTE: !NISH GRADE 1/2" x 1/2" f'IPT X f'IPT PVC ELL 1/2" MARLEX $'rREET ELL (MIPT X FIPT) PVC LATERAL LINE CONTRACTOR SHALL INSTALL ANTI-DRAIN VALi/ES. AS REQUIRED, TO PREVENT LOW HEAD DRAINAGE G SPRINKLER HEAD ON RISER SCALE• N.T.S. PRECIP IN./HR. 2.01 2.01 2.01 2.01 1.2 1.2 0.6 0.67 0.67 0.67 0.67 1.83 1.83 1.83 f NOTE: ' -BRASS W/ THREADED FITTINGS MUST BE USED BETWEEN , THE MEltR AND BACKFLOW ASSEMBLY APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER BRASS UNION BRASS NIPPLES BRASS ELLS (4) 3 1/2" CONC. BASE (2000 PSI) FINISH GRAD£: 5• MIN./2' -o· MAX DISTANCE TO METER FLOW BRASS ' PRESSURE LINE NOTES: Y STRAINER PRESSURE REGULATOR --BRASS THREADED RISER BRASS UNION -USE PIPE SUPPORTS f'OR STABILITY AS REQUIRED -THERE SHALL BE NO F'ITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN THE METER AND BACKF'LOW ASSEMBLY -THE BACKFLOW ASSEMBLY MUST BE INSTALLED A MIN. 6" UP TO MAX_ 2'-0" f'ROM THE METER B REDUCED PRESSURE BACKFLOW PREVENTER WITH PRESSURE REGULATOR SCALE, N.T.S. NOTES: -TAPE CONTROL WIRES TO MAINLINE 1 O' 0. C. -USE TEF'LON TAPE ON ALL lHREADED JOINTS SE SPECS f'OR PIPE DEPTH 0-A-sc-~-:-?-T~-. _A_T_IC_C_O_N_T_R_O_L_V_A_L_V_E_ WALK, CURB, ETC. 12" MAX ------- ~--QUICK COUPLER WllH LOCKING RUBBER CAP ,,----3" ABOVE GRADE IN GROUNDCOIIER FLUSH IN LAWN AREAS ~-FINISH GRADE ~---RED BRASS RISER ( 2) STAINLESS STEEL STRAPS -CLAMP TOOL "f'AST-LOCK" OR EQUAL _,,.---NO. 4 REBAR STAKE, .30" LENGlH --PVC PRESSURE LINE _,_ ___ SCH 80 PVC ELL OR TEE ~----(2) RED BRASS STREET ELLS ~----RED BRASS NIPPLES (3) ~----RED BRASS STREET ELL 0 QUICK COUPLER F---- scALE• N.T.S. PLANS PREPARED BY: WALL FRONT VIEW NOTES: -ALL WIRING SHALL BE INSTALLED PER LOCAL CODE -ALL ELECTR~AL CONNECTIONS TO BE MADE W PEN-TITE CONNECTORS -LOCATE RAI SWITCH ON FENCE ---..;......-,-WALL MOUNT CONTROLLER IN METAL CABINET. i/J~;::::;:;::~---THREADED CONNECTION TO CABINET ~ COUPLING -,a..------,---~-JUNCTION BOX 120 VOLT AC 60 HZ FROM POWER SOURCE FASTEN SECURELY TO WALL FINISH GRADE 2" SCH 80 PVC W/ SWEEP ELL 3/4" SCH 80 PVC SWEEP ELL FROM POWER SOURCE DIRECT BURIAL WIRES TO VALVES BUNDLE AND TAPE 1 O' O.C. 0 ~AL~,:~ .. MOUNT CONTROLLER FENCE VALVE BOX W/LOCKING LID (PURPLE) 1 • ABOVE f'INfsH GRADE IN LAWN ANO 2" IN SHRUB AREAS LABEL "IRRIGATION SHUT OFF' VAL VE" f'INISH GRADE ,--PVC UNION ,.,----SCHEDULE 80 PVC NIPPLES mi.igiL)VC f'EMALE ADAPTER =::J.-------PVC PRESSURE LINE "---BRASS NIPPLES "-----BALL VALVE (SIZE PER PLAN) ...___ __ PEA GRAVEL -5" DEPlH --.__ __ SET BOX LEVEL ON 4 STANDARD BRICK SUPPORTS CURB, WALL, ETC ... ~ z ::. SCHEDULE 80 PVC THREADED 5• RISER 1/2• MARLEX STREET ELL (MIPT x FIPT) PVC TEE OR ELL POP-UP SPRINKLER E W / SWING JOINT OP-UP SPRINKLER INISH GRADE 1/2• MARLEX STREET ELL (MIPT x FIPT) __,----PVC LATERAL LINE NOTE: USE 3/4• FITTINGS AND RISERS WHEN SPRINKLER INLET IS 3/4- SCALE• N.T.S. L-7 CITY CF VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION ESTRADA LAND PLANNING LANDSCAPE IRRIG. LEGEND I I CITY OF CARLSBAD 333-4L CMWD 92-402 LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO, CA. 92101 (619) 236-0143 -~ 7-28-93 STEVE ESTRADA DATE ' I " APPROVFD, 'I A ' .• ! ~ 7 \ -~ .. c.,, DIRECTOR Of Pu1:1LIC WORKS RCE CONTRACTOR: PASCAL AND LUDWIG INSPECTOR: SMN DATE STARTE9, 7/ I ,94 DAn: c□MPLETED:: 2/2~/96 •c.i-..'l'-I SHEET 15 I OF 71 DATC W,0, NO, DP.AWfNG NO. 1,..HECKED B'Y: 3017A EUCAL VPTUS LEHMANNII . BUSHY YATE EUCALYPTUS CLADOCALYX EXISTING TREE TO REMAIN PINUS HALEPENSIS EXISTING TREE TO REMAIN HETEROMELES ARBUTIFOLIA TOYON RHUS INTEGRIFOLIA LEMONADE BERRY ERIOGONUM FASCILATUM 'D.P.' CALIFORNIA BUCKWHEAT EUCAL VPTUS CITRIODORA EXISTING TREE TO REMAIN 38 15 GAL. 1 1 47 5 GAL. 37 5 GAL. 42 1 GAL. 1 ,, EXISTING PUMP STATION '''""" ', ,1t1I\ffl[jl) !\ .' PROPOSED PUMP STATION ~,"I'''"''""''"''"'"''"'""' ,,.,,1•"'''"11'"'''''"'''''"'•,,,,,,,,,,,,,,,, ,,, ,,,,, .. ,,,,11~ ,,,,,,,,. "''''"""'"'' """"''" PLANTING LEGEND (THIS SHEET ONL Yl CARLSBAD 0 0 0 \ t1 l BOTANICAL NAME COMMON NAME TREES EUCALYPTUS LEHMANNII BUSHY YATE SHRUBS RHUS INTEGRIFOLIA LEMONADE BERRY HETEROMELES ARBUTIFOLIA TOYON ERIOGONUM FASCICULATUM 'DANA POINT' CALIFORNIA BUCKWHEAT GROUNDCOVER BACCHARIS PILULARIS 'TWIN PEAKS 2' PROSTRATE COYOTE BUSH SIZE QTY. 15 GAL 38 SELF SUPPORTING WITHOUT ST AKE 5 GAL. 5 GAL. 1 GAL. 37 47 42 ROOTED FLATS 18" O.C. W/ 1-8 GM PLANTING TAB AND PLANTED 12" O.C. INSTALL BACCHARIS IN ALL PLANTING AREAS WHERE YELLOW ICE PLANT REMAINS: ALLOW IT TO REMAIN AND INSTALL ROOTED CIJTTINGS TO FILL IN GAPS IN ICE PLANT CLUMPS OVERSEED ENTIRE PLANTING AREA WITH HYDROSEED MIX 1, SEE SHEET L-10 \ NA TUR ALLY OCCURRING GROUNDCOVER TO REMAIN: ¥ l r PLANS PREPARED BY: DO NOT REMOVE ESTABLISHED NATIVE PLANTS BACCHARIS GLUTINOSA .. MULE FAT BACCHARIS PILULARIS "CONSANGUINEA' DWARF COYOTE BRUSH SAL VIA MELLIFERA BLACK SAGE NOTES: 1) REMOVE EXISTING MYOPORUM LAETUM (6), GRUB ROOTS AND REMOVE FROM SITE. 2) PRIOR TO PLANT INSTALLATION ALL RODENTS SHALL BE REMOVED FROM SITE, SITE SHALL BE KEPT FREE OF RODENT PESTS THROUGHOUT MAINTENANCE PERIOD. ~l NA TUR ALLY OCCURRING NATIVE GROUNDCOVER, AS LISTED ABOVE, SHALL BE ALLOWED TO REMAIN ON SITE AND SHALL BE ENCOURAGED TO G"OW AND SUPPLEMENT THE ICEPLANT GROUNDCOYER TO CREATE A TRANSITION TO NATIVE LANDSCAPE. 4) REMOVE EXISTING CARPOBROTUS ICEPLANT WITHIN THE LIMITS OF WORK. REPAIR SLOPE EROSION DAMAGE. REMOVE DEBRIS. 5) ALL LANDSCAPED AREAS SHALL BE MAINTAINED IN A HEAL THY AND TliRIVING CONDITION FREE FROM WEEDS, TRASH AND DEBRIS. 81 NO .. TREES SHALL BE PLANTED WITHIN 10' OF ANY UTILITY LINE. 7) FOLLOWING APPROVAL OF SUBSTAINTIAL COMPLETION BY THE RESIDl:NT. ENGINEER, THE LANDSCAPE SHLL BE MAINTAINED BY THE CONTR. ACTO. R IN A HEAL TljY AND THRIVING CONDITION FOR A PERIOD OF ONE YEAR PRl<>fl TO TURN OVER TO THE ENCINA WATER DISTRICT. . . 8) SEE SHEET L-10 FOR THE HVDROSEED LEGEND. j N I SCM.E~ 1" • 10' 20 CITY OF CARLSBAD 333-4L CMWD 92-402 CITY CF VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION ESTRADA LAND PLANNING LANDSCAPE PLANTING PLAN , I LANDSCAPE ARCHITECT 533 F STREET. SUITE 205 SAN DIEGO, CA. 92101 (619) 236-0143 -~ STEVE ESTRADA DATE ' J I i APP'~OVED: 1,../ )'l. ,/, ll-i,, 1 DIFc:e'CiOR Oi=" l?UBLIC WORKS RC< CONTRACTOR: PASCAL ANO U)DWIG INSPE:CTOR: SMN DATE STARTED~ 7/1 /94 OATE: COMPL~ED: 2/23/96 Jc,_,,_,"'\ I SHEET 16 OF 71 DAft W.0, NO, DP.AWING NO. CHECKED .,, 3 o 1 7 A I 26302LP4 7-28-93 PLANTING LEGEND 0 0 0 0 0 0 0 NOTES: BOTANICAL NAME COMMON NAME SHRUBS ARTEMISIA CALIFORNICA 'CANYON GREY' CANYON GREY SAGEBRUSH ARTEMISIA PYCNOCEPHALA BEACH SAGEWORT BACCHARIS GLUTINOSA MULE FAT BACCHARIS PILULARIS 'CONSANGUINEA' CHAPARRAL BROOM ENCELIA CALIFORNICA COAST SUNFLOWER ERIOGONUM FASCICULATUM 'DANA POINT' CALIFORNIA BUCKWHEAT HAPLOPAPPUS VENETUS COAST AL GOLDENBUSH BE STAKED FOLLOWING CONSTRUCTION TO CONFORM TO AREA OF DISTURBANCE. s.: 2) PLANTS SHALL BE CONTRACT GROWN BY ~ A QUALIFIED NURSERY SPECIALIZING IN NATIVE PLANTS TO ASSURE AVAILABILITY OF EACH SPECIES AT TIME OF INSTALLATION 31 TEMPORARY FENCE SHALL BE INSTALLED TO PROTECT NEW PLANTING FROM WILDLIFE. FENCE MAY BE REMOVED AFTER PLANTS ARE ESTABLISHED (APPROXIMATEL V 3 YEARS) 41 INSTALL 3" DEPTH "WALK-ON" TYPE BARK MULCH WITHIN FENCED AREA. SIZE QTY. 1 GAL. 30 1 GAL. 28 1 GAL. 38 1 GAL. 18 1 GAL. 46 1 GAL. 51 1 GAL, 35 ---- 3' HEIGHT FENCE C TEMPORARY 35 HAPLOPAPPUS VENETUS 1 GAL COASTAL GOLDENBUSH 51 ERIOGONUM FASCICULATUM 'DANA POINT' 1 GAL CALIFORNIA BUCKWHEAT 3.8 BACCHARIS GLUTINOSA 1 GAL MULE .... ..fAT ·"""" · ···is·· ,ARTEMISIA PYCNOCEPHALA 1 GAL BEACH SAGEWORT BACCHARIS PILULARIS 'CONSANGUINEA' 1 CHAPARRAL BROOM .ARTEMISIA CALIFORNfCA 'CANYON GREY" ···· ' ., . 1· .AL 1 CANYON GREY SAGEBflUSH ~ -------- ----- . ~· ----··• .. PLANS PREPARED BY: ESTRADA LAND PLANNING LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO, CA. 92101 (619) 236-0143 -~ 7-28-93 STEVE ESTRADA DATE , I I I I \ ·· ...•. \ \. \ / I I I I I I I I \ \ I \ \ \ ' \ \ \ ' \ .. .. CITY OF CARLSBAD 333-4L CMWD 92~402 L-9 CITY rr VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION LANDSCAPE PLANTING PLAN I II '' .! APPROVED: ,z,. ~· ~ :• •' I • :ic.<.1] DIRECIOR OF Pusuc WORKS RCC CO NTRACTC It PASCAL AND LUDWIG ',"N=sP=Ec=rn=-'R ~·---~ DATE STAW(D: 7 I 94 DATE COMPLITED: 2/23/96 I SHEET.,~? jC·l~·'I:!, o, 71 DATE W.O. NO. DRAWING NO. CHECKEDOY 301 7 A I &ECTION C ELEVATION ~t+"t-11----2s4 10 GAUGE GA!.. v. !WI MEei-1 &TAFLED TO INTEfl'IQ!ilt NOTE&, FINlei-1 Gli:ADE !WI Ml!ei-1 51-!ALL EXTEND INTO G-DE 12' IJ ALL POere 61-!ALL SE ~TFil.lCTION HEART F;iEDWOOO 2) ALL FA5TENER5 TO ee HD 6ALV WIRE MESH FENCE SPACING AS NOTED ON PLANS EQUAL PER PLAN ('J z u ro <{ []_ (/] SPACING 'A' PLANT QUANTITY CHART SPACING 'A' SPACING 'B' NO. OF PLANTS PER SQUARE FOOT 6" o.c. 8" O.C. g" O.C. 1 o" o.c. 12" o.c. 15" O.C. 18" O.C. 24" O.C. 30" O.C. 36" o.c. 5.20" 6. 93" 7. 79" 8.66" 1 o. 40" 13.00" 15.60" 20.80" 26.00" 30.00" 4.600 2.600 1.780 1.650 1.150 0.738 0.512 0.290 0.185 0.116 TRIANGULAR SPACED SHRUBS AND OR GROUNDCOVERS (TYP) TRIANGULAR SPACED SHRUBS TEMPORARY SCALE• N.T.8. G AND GROUNDCOVER SCALE, N.T.S. HYDROSEED LEGEND -SEED MIX 1 LBS. SEED/ SEED ACRE SC Festuca megalura Zorro Fescue 5.0 990,000 Eriogonum fasciculatum Flat Top Buckwheat 4.0 450,000 Lotus scoparius Deerweed 3.0 450,000 lsomeris arborea Bladder Pod 2.5 4,000 Salvia mellfera Black Sage 1.0 625,000 Salvia apiana White Sage 1.5 325,000 Baccharis pil. 'consangulnea' Dwarf Coyote Brush 1.0 5,000,000 Iva hayeslana Hayes Iva 3.0 585,000 Artemesla callfornlca Callfornla Sage Brush 2.0 5,500,000 Mlmulus puniceus Mission Monkey Flower 2.0 12,000,000 Eschscholzia callf ornlca Callfornla Poppy 2.0 27!5,000 Luplnus alblcaulls Sickle Keeled Lupine 1.5 4!5,000 Lupinus succulentus . Arroyo Lupine 1.5 15,000 Encella californlca Bush Sunflower 1.5 175,000 Achlllea mlllefollum White Yarrow 2.0 2,700,000 Lasthenla chrytostoma Goldfleld 1.0 1,800,000 Haplopappus venetus Coast Golden Bush 1.0 835,000 TOTAL 35.5 SEE SPECIFICATIONS FOR ADDITIONAL HYDROSEED COMPONENTS PLANS PREPARED BY: FORM BASIN WITH 3" CONTINUOUS RIM NON-TURF AREAS ONLY FINISHED GRADE SOIL BACKFILL MIX WATER AND TAMP TO REMOVE AIR POCKETS PLANT TABS 3'' 3" TOP OF ROOTBALL 1 "ABOVE FINISHED GRADE ~~~~~~;:__ __ 2" MULCH AROUND ROOT8ALL (TYPICAL) 1 1 /2 X ROOTBALL MOUND SLIGHTLY AND COMPACT SEE PLANT NOTES ---~ !ROOTBALL! C DIAMETER 2 X ROOTBALL DIAMETER TREE/SHRUB PLANTING DETAIL SCALE• N.T.S. p G 85 80 10 65 40 60 90 65 85 50 70 50 5 40 35 20 15 60 2 55 95 75 95 70 95 85 40 60 95 70 90 85 20 40 LBS LIVE PLS SEED/ACRE 68 673,200 7 31,500 24 108,000 59 2,360 43 268,750 35 113,750 2 100,000 7 40,950 9 495,000 1 120,000 71 195,250 67 30,150 81 12,150 24 42,000 67 1,809,000 77 1,386,000 8 66,800 CITY OF CARLSBAD 333-4L CMWD 92-402 CITY o= VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION ESTRADA LAND PLANNING LANDSCAPE DETAILS ' I LANDSCAPE ARCHITECT 533 F STREET, SUITE 205 SAN DIEGO. CA. 92101 (619) 236-0143 l I I APPROVE:~: ·l, ,.•L ·.,._jl •. '"DIRECTOR Of PUBLllt WORKS CONTRACTOR: "?I ✓,-, I SHEET 18 l~·l3-!f..3 sec DArr OF w_o_ No_ DRAWING NO_ 71 -~ 7-28-93 PASCAL AND LUDWIG STEVE ESTRADA DATE INSPECTOR; SMN DATE STARTED: 7/1 /94 Di\TE COMPLETED: 2/23/94 CHECKED 8Y; 3017A I ' ... Nor,: I, AU.. EXIT.:. S"~lL & O~ENA&LI~-FROM INS.IOI:-WITI-IOUT THI. lJS.!:. OJI A l(.!'f OR A.NY $1"E.(;.JAL KNO'Wl.l!.L'Gi~. 15 10 "''" 0 0 0 © 0 ® © @ © © MASONRY OPENING w SIZE H 10'-0" 12"-o" El'-8'" 1!1'-o" 8'-o" ODOR SCHEDULE 10'-·•o" )( 12'-o" COILING ROLL-UP DOOR 18 ~UC,.[ t.4IN ALUt.1INUt.1 SI.ATS W/HOOD JAMB~ 'CY (2) Y-:Z-X 7"-lo" X 1 3/4" SL,·•ll;i FLUSH ALIJMINIJM DOORS H£,l,,ti(17\ JAMo/18\ THRSHL~ r;e;; V0 ~ O' x 7'-l(f x I :5/V" fLU:SH UMINUM DOOR /\ ____ J---,_~~ Hl:.AD(i?A\ JAi.A~ THRSHL@ 'CE!) '1.:.!J A-7 -. 3'-d' X 7'-1d' X 1 3/iff SL-1t; FLUSH ALUMINUI.A DOOR5 Y-o" X 7'-llf X 1 V4" SL-16 fLlJSH ALlJMINW,1 (.ll)OflS W/ 2'·-o" X 5'-o" AIROLITE T685M Al LJMINUI.A 1.01.NER HEAD~ JAM~ THRSHLC(s\ 'CV ~7} 'E!J PER MfR. ALUMINUM SL-.!M Z' f AC!: X r,• DEEP /1.LIJMINUM,~ SL-.!!60 2" L FACE X s" DE!~ ALUli4INUM SI ·-21;10 'i' FAC[ X 6" 0££:P ALUl-.ilNUM Si 260 t' fACE X i5' D£EP HARDWARE _ PR0Vi0£ SLID!:'. B0Lt LOCK EACH JAMB AT INSIDE ,. ·1 -1 I I -STOR[fRONT FUNCTION ~ORilSE'. I I LOCK PER 'SCHI.AGF.' ( L9070P-03A-US26D I l' / -::ilCU~ITY HINGES STD WT STAINLESS ~ / I _,.,.,...... I - -'REESE' 7720 WEATl~ERSTRIP 'N' ~ f -,-' ,.,. ;,=: 4 ~;:-E; 4 ;~":i:;2~8 (11~-:t: DOOR) \.-Vlf;cz:z:,z:::,~z 'i".='½'~~,~~ts,;:::::t==~==~"JK:-:::--:~~:t,-------------,--~ · -BUILDERS BRASS WOfll(S f ( / '/ Fl OOR (')()OR STOP F9076X-US260 / 4"• · NC C;LIJ~N NC 11 / / -BUILDERS BRASS WORKS f'LUSH COLUli4 : : / _,.. ~g~; ~6i:~;~=~~~:g 1i fgJ 1 .,.. .,.. I EDGE OF 5HOTCRETE _,.. / // -PASSAGE SET PER 'SCHL.AG[' ' // 1.901 O· ·OJA--lJS26D -SfClJRITY HINGES STO WT STAINLESS Sll:.l:::L 'HAGER' BB 1191-·NRP I // / / / 4 1/2 X .; 1/2-US320 (.; EA PER DOOR) -BUILDERS BRASS WORKS FLOOR DOOR STOP F!:1078X·-US260 -'TliRIFTEE' MODEL 1070 OVER OOOR TYPE DOOR CLOSURE I I ' -l"A::i::iAOl Sll PER 'SCHLAC:F.' I U:l('J10-03A-US260 ~TfFI. 'HAGER' BB 1191-NRP -~f"Cl,JRITY HINGES STD WT STAINLESS I ' 4½ X 4% LJS3:;>0 (4 F;A f>f.R DOOR) -+----+----+-'---r--------,-~ -"REESE' 772!) WFATHE;RSTRIP j RIJII Of.RS BRASS WORKS b Fl OOR DOOR STOP F9078X-US26D ~ -PASSAGE SET PER 'SCHl,AGF' L9070-03A-US2t;O -S[CURl'l"Y HIN(;l::; ::;)[) WT STAINLESS SlllL 'HAGER' BB 119,--NRP 4 % X 4 %·-US~20 (4 F.A PF:R DOOR) • ·'RFF:Sf"' 77,'D Wf.,ATHERSTRIP v-- -BUILDERS BRASS WORKS "' ( fLOOR DOOR STOP r90715X-US11!0 z "LCO~Ci COLUMN .~ ......... ,. --. " ' " V HOO~" DRAIN LINES AT UNOl;RSIDt Of CONCRETE D[CK ABOV£ SEF, f>lAt,I ()N SHEET M-7 -•~ ----,H-+-+UP lo" -2•-e• r -z:-4• 10' 10" LOUVER / VENTILATOR SCHEDULE 20 " " " " " " " " " " " MJ,"7"~.~ MASONRY OPENING SIZE w ' 13'-0" 4"-o" 7"-4" 6'-8" 10'-EI" f/' ,· 2·-o" 2"·-o" 1• .. 4• 1'-4" TYPF, 4• DEEP WAl,l t.AOIJNTEO Fl)(EO LOUVl::R E)(HAUST L.!2.J V."V 4" DEEP WALL MOUNTFD FIXf:l;I INTAKE 121\, LOIJ\ICR ~ WALL MOlJNT£D [XHAU::il fAN @ WALL MOlJNTf"O FXHAl/ST FAN WALL MOUNTED [X!MUST rAN Rf"MARKS SEE SPECIFICATIONS SECTION 10:>00 S[[ SP£CI~·ICAIIONS Sf.CTION \0200 SE[ SP£Clf'ICAIIONS SC CT ION l 0200 SEE SPEC. SF:C::TION 1-5!500 ANO MECH'L owes FOR SPEClf"IC TYrE SEE SPEC. SECTION 1 r,r..oo ANO MlCH'L l)WGS FOR SPF:CIFIC:: TYPF S[£ Sf'lC. ::ilGIION 1~:100 ANO MECl1'L DWGS roR SPlClf IC l'l'f'l " ' • REVISIONS 20 15 REDUCED SCALE PRINT-ORIG. SCALE lo'"f"'Y',"'d>lis'W"'l'nbl b \,, ' ' ~ \,, ' ' \e \,, 0 • ~ ~ ~ • ~ " " 4'-d' • ' 10 I jli 41 STAIR ACCESS ROO~ RAD•~• ,. ' • FLOOR E(.f:VATION TO 1-.tATCH EXISTING rLOOR f-11:.IClHT FLOOR PLAN GRAPHIC SCAl-f.: 1/4~ • 1' ~ O' 1' J• 6' 12' II vv\\ V ' ' V vv vv vv vv vv I/ V I/ I/ '/ /V It [XISllNG VAULT 6t. I. START OF NEW WALL 'I ' l ___ i_ i ... -· -+~ --J , ' I E)(IST MOTOR su1>PCRr Gj , ] CURB 6t. OPENING, -4'-o" r-:::;---I /I X 4'-d' SQ, iYP I ',...._ ~PLACES 11 ,_... 11 TYF', 4~/,.-I' I I -<~' , ~ ~ SIDES \!::1/ I_ .. >::= -1-~ EXIST ROOM LEGEND: 12 ( 2 2 2 4 21·-ct MOTOR FLOOR DENOTES EXIS1IN0 STRUCTURE OR F"fAT\lRE bt:'.NOTES DOOR NUMRF.R t.AARI( 0£NC'H.S LOUVER OR Vl;NTII.ATOR I.ETTER ~i!,RK DENOTES [XT[J°i:IOR ~'!NISH NUMBER MARK DEN0l£S MASONRY WALL _\ SCALE, 1/4" m 1'-(l" ~ z "'( CMWD 92-402 jl A-1 CITY CF VISTA I1-APROVEMENTS TO THE BUENA VISTA SEWAGE Put.Al> STAllON PLANS PRF.PA~t:0 BY ROBERT HENDERSHOT ASSOCIATES, INC. CONSUI.TIIIII, STRUCTURAL ENGIN[[RS 350 W. 9TH A\1£., STE'.. '0', ~::iCOr-!DlllO, CA, 92025 fl'HONE (611:1) _.89-1177 FAX (619) 489-6235 ~ iE Cl V) 1:3 u u <,: (') z ~ (/J 8 0 .• ' ,. N b ' • N ~~,,~~·-,PROVIDE UNlf'OHM ::::LOPl l f MI\SONl~Y ~ DOWN TO ASf'HALT CIIRrl I TfRFAr:f: ., .. ,, EXl::iTINC: A!iPHAI T CIJRB _.--~i'Wtf[o?NlrOf"(M 12• 4"-B" B'-0" 2•-ir 1•-,i* 2'-ff' 6'-o" M/\SONr~Y WALL J'---,1<-------,1~-------,¥ ·; . -,l"---,1'-------,!'--------,t-,l'-~f----,f·~~---- TO IJAT(':H Fl FV Of lXI:::: I /\$PH/Ill curm AT INTEl?- FAr.F Fl,FV: .. ,?~.A7' HIGH l"OINI OF MAS ··---4'-0" '' z 1-1-DRAIN Pl::.I CIVIL r C 0 . TRENCH DRAIN --1 PER CIVJL -~'-:_ -, HOOF ( illN 1 1122A\ \A 8/ / © • ' 0 a ~ ~ ' ' ii ELl:."V: :i l .Jti:_./ ---·· T.O.MA.S & ~ £ND or i-lANDRAIL ·-- 20' o" (D SLOPE PLANK$ 'fO SUMP <~ V I/ I/ I/ 1/ir FT 28'-o'' .11 .~R' T.Cl.HA PR~~! 29,38' T,0,1-,lA ONRY V I/ I/ I/ ENO OF H NriRAII ----:>-+-'c'_···c<'_H .Y· o" © [LEV;27,3B' \,.I THK TOPPING) ------------------·; ·-·----.. ~---·"· ·-····-··· --------------------t-----· .. -- BARREL ROOf=·/ 2nd FLOOR l:JLAN ~----:2:-. SCALE: 1/4n = 1'-iJ -::::i; 12'-1(1" .. 4• ... ij'' 15' .ff \ EXISTING VAUL( & I START Of NO.W WALL 21'-o" -----,'---------------- 1 ' I 4'-o" I " / I ' ' / I ' I (;RAPHIC ~.;(;AI.J:: 1/'i'' -1' ~ o· 1· 6' 12' F'I..ANS PRFr'ARr I) HY ROBERT HENDERSHOT ASSOCIATES, INC. CONSULTING STRUCTURAL [NGIN[CRS ;,ii~Q W. >ITH AVF., ST~. 'O', F.SCCJNIJlrJ(J, r.A !1~07~ rHONE (619) 41',ij 1177 FAX (lil!l) 4/l!l r,n-. b ~~ 4'-u" -• •••• ..l ' M b ' ............. .... EXISTING AIR [}lJCT ·-REMOVE H)R L..._ CONCl-ll:.11:. fOPPING OPCRAT1QNS A D RE- TAI I, COMPLETE W/ fLll'.>HING ND TrnrR00FlNG -... EXISTING Al~ HAN [R I 1 , l uNIT -1orr1NG oEs NO~. (:0 QV~R THI. PAD .\ 1----. ----. --···- 21'-0'' ' I I . -·· ···-····-----<' CMWD 92-402 CITY OF VISTA IMPf/OVi-Mi-Nl'.-i 10 lH~ 8UFNA VIS'I/\ S[WAG[ PUMP STATION BARREL ROOF/ ··-· :~-~d .J\S9t' PLAN f:;LfYJ.[,:· T,O, WALL 31---->.c~,,_----,.-_______ _ "' ' N ' •-• CONCRETE 'SICRRA SHAKE' TILE _ ROOFING, ClA55 A I I 402 {TAN) BY 'L.IH.1'11.1:.', 1NC. n CONT GVTTf.R T,O, WAI.I. ' ' ' ' ' E"LEV: 20"-103/.{ T,O, WALL i::L(V:liS"-0" T.O. WALL VfRTlCAL JOINT P£R@2 -COMPLETE OV[R A-9 roe 22" sa i..lOLDED Oil.IE f'IECE SKY\.l(;HT 1;!"·-l 1 'r' ~1~ir~1;:,rnt.1Rot1:.NLD {Jfi~A~Lc_u2i8 BY i.0.L£D(;[R COMPLl:.lf. W/ flASHING l!,t. WAH.HPROOFING 1.0.WALL 4 PLY St.lOOTH SUflfACE f'll::ll:.i-:GL.AS$ 9UILT-UP __ Roor WI 'TOP GARO B' PER A,S,HA, f O-l'.?.27 (Cl.ASS 'A' ROOF) BY 'I.IANVILLE' SPl::C l4Gl:l OVCR PLYWOOD LICCK '.LLLL)[-4 ---- 12' ~ _ TO'."i:fifou-l I TOP OF WALL:!> lil'-(f T.O,WALL TO MATC!1 ------._ 1 RI GF...,!!,NF. -----------------------+-+--l~I 24" 'J WALK' WALKWAY S l:IY W\NVILL[, INSTALL FR, RECOMf.lENDA.TIONS, 2 ELEV: 20·-10Ya{ T.O. WALL ELEV; 16' .-0: T:'15 ... WALL CLCV:14•-0" -CONT GUTTER 1.0. WALL AIR INTAKE HOO~' 1/[NTILATOR __ .,,.---- SET ON CURO Prn MANUFAGTIJRfR'f, RfCQl,.O,lfNDATIONS G 1--c.,__,,,_ _______________ -+--+ --~--~ .. ,., . ., .. --------"~--,-,-LY-,-.o-o-,-"-,-u-,-,,-,-,-,-,,-,-,-,LA-sr-, -,-ui-,,-_-u-,~====+--~ REDUCED SCALE ROOF W/ 'TOP C'.ARD B' PER A.S.T.t,t H D-12it {CLASS 'A' ROOI') UY 'MANVILLE' SPEC f+GNS OVER PLYWOOO D~CII'. ,·.J'-------------"-'"_,. ________ _ E ROOF PLAN NO IL~;; 2, f(lp or LEDGER AND TOP or WALL ELEVATIONS ARE HFIGHT!; AIKNE FINISHED FLOOR OF ELECTRICAL ROOM. Tor OF WALL ELEVATIONS ARF. TO _TOP OF MASONRY AND DO NOT INCL.UDI:: WOOIJ 101-' 1-'LAH.S WH[N THEY OCCUit PRIN SCALE: 1/4" 1'-0" REVISIONS NO Ot;:SCRIP'TION CALLOUT CHANOE 31 ,, 11r114[ 2'-13" ""'E7 T.O.WAI.L 12' ·'1' f.O.Ll:.DU£R 18'-0" !!!1'-o" 1"-■ C • -" ~ • g " ~ ~ w z 0 " VlcFITiCAL JOINT rER~2 •·• STOP AT HIGH ROOF H RIZ JOINT AND DO NOT RUN 01/i:.R TOP OF PAf<APCT. li◊Rl2 JOINT AT 111GH R(}QF MlJ!;T r"!RAIN . VEHTICAL JDINt PCR('.;i\ ~ 12" )( 24" 'J WALK' WAU<WAY " PLANKS BY MANVILLE, INSTALL 1-'LH Mf H. f.:L(.:0MM[N0Afl0NS. 21'···2" GRAPHIC SCALE: 1/4n -1' ~ O' 1' 3' 6' 12' PLANS PREPARED BY ROBERT HENDERSHOT ASSOCIATES, INC. CONSULTING STRUCTURAL [NCINfERS 350 W, 9TH AVE,, 5TE, 'O', ESCONDIDO, CA, 92025 PHONE (619) 489-1177 fAX (619) 489-t.l235 ·--TOP OF WAI.LS 10 MAfCH CMWD CITY 21"-!l" 92-402 CF VISTA l~PROVD,1ENTS TO THE BUENA VISTA SEWAGE PUMP STATION Al'P~CMD: ICONT~TO~- ,i;r,:;~t'i\J~: OF PLAN SIDCS 0- y/ / I '· CT ·-, .C _L T ,· ' , [D__.,,,----H-----,.-----------------"'--=----1 0--/' SO~Flf ···-··----'I • 'i' • -®0 WEST ELEVATION (AUXILIARY) SCALE: 1/4" • 1'-0" FIXED CLER£ST0Frr' W!NIJOWS, ___ _ ~---SE:£ SPE:C I OBBOO 10 / I .L .l T \ T -y-···1 ·1 J J I .1 H~-------------------·-··--·-·-···· 0 HANDRAIL & VERTS REVISIONS NO. OE.SCRIPT ION BY ADDITION TO CALLOUT, LOUVER CHANGE RHH REDUCED SCALE ·-- 0 BOTH SIDES WEST //// 1 f,-7 ELEVATION 12 El • '® NORTH ELEVATION SCALE, 1/4" • 1 '-0" t': E)U".'iNS)Ol't J()INT. GRAPHIC SCALE: 1/4H ,. 1' I 'i' • _LEGEND: 0 © lil DDIOT£S DOOR NlJMl:ltA' MAii:K l)£N(l'tt$ ~ OR Vli:NTIIATOR LETTER MARK I EXIST Rf'VF.AI, CONTJNUcius _A.1:.UMINUM ··sTut:co SCR'fF.O ------------------------·· -__.,,----...,,_ _________ ~l:.Xl!:il -,~, BOTH SIDES, EXCEPT AT INTERIOR SIDE OF STAIR ACCF.SS ROOM AND /N1·EFHOR SIDE OF l;;)(ISTING & \ PU MF' ~-TA,:_~~-----~--_ __.. _________ __.---,___..--...__ __ '----r•-scALE: 1/4" • 1'-0" PLANS PRF.PARFQ BY ~ ROBERT HENDERSHOT ASSOCIATES, INC. CONSUi.TiNG 5TR(JCTlJ'1Al ENGINEERS 350 W. !!TH AV[., Sil. 'O', E.!:iCONl".llrJO, CA. ln02-~ D' 1' 3' ,. 12' PHONE: (i119) 41!!:i-llf/ FAX (6,~) 4!:ll:l ... i;i2J5 j~wf)' DAT [I] l!l Ill I!] 11) [ID m [ID [i] !QI [j] cj] uJ b , • FINISH SCHEDULE 3/'t" THK SMOOTH TROWEL STUCCO FINISHED -'CCEN"I ~TJ;!IP'!: li'AINrt:(;I, l',()l,(I~; 1;:MJ!l?ij'il (;U'.>$:'; /J'f $1N(:l,IJIII 3/ 4• THK DASHED TROWEL FINISHED WATERPROOF FORTI.AND CEMEl'IT PLASTER, COLOR: SCROU. f !:!-0 BY THORO. INTEOR,\L COLOR IN ALL COATS CLJTTFR, FACTOR'/ APPLlfP IWcEll FNAME~ F\NISH COLOR; C:ldll-299 ClLOSS BY SINCLAIR J/4" Ttl~ S~OOTH TJl:(I\IIEL flN1Sl1E[I \11.i.TERPROOF /J'OIIT(JJ,jt) Cf:Ml;N i>LJ,SILR WIIH THOfl'oGWE IOf' C0.'11 (:OLO~; $CROLL f !L:l't,.'1 IJ'!' lt40R(I, INlf(;IW. (:0LQR II'! ALL CO,t,,TS f'An◊kl' Al-'~l.lfO &,.K(O f),IAMFI. flhli$t1 DOOR COLOR: Cl.MELOT CREME SEldl-OLOSS BY SINCLAIR rF!J,ME COLOR: BURL'l'WOOD SEMI-GLOSS Irr SINC:LAI" FLASHING PAlITT PER SPECIFICATIONS SECTION 09900 COLOII:; (.,'.MELOT CREME SEMI-GLOSS IN Sll'ICIIII" LOUVER WITH Ft.CTOR'!' APPLIED MKED ENAMEL FINISH LOWER COLOR: CAMELOT CREME SEldl-·CLOSS BY SINCL,AjR FRAME !\Cl.OR: EIURI V'WOOD SF:Ml---t.!.OSS fin' SINCLAIR PAINT PER SPECIFIC\TIONS SECTION 09900 i:01 Ill!, (:Mil:l'~II r.1 0$$ (IY ~INr':l,AIII PAJNT Pf.'111 Sll'f(:1j\C::,,,,T10N:'; $f/:'f10N ililil!X) COLOR: BURLYWOOD SEMl .. ·CLOSS EIY SINCL,AjR gg~g:,ET1~Sl£~~J'r\l~r~1i:L,,: 1Jf..l,',SS .A,) WINDOW MUWONS, FACTOR'!' APPLIED lmWl FINISH, COLOR: 1,11.,i!ll.YWOOD SLMI-GLO~S IJY SINCl.,I.IR PAINT PER SPECIFICJ,,TIONS SECTION O!liDO !'lflflR /:1)1 0111, L'.AMfl (')T (':llif~f /;~Ml-Col ()S$ l;l'I' $1N(:(!JII f"RAldE f.:01.ClR': QLJRl.\'WOOfl !';EMI--CIClSS 8V ~INCi.AiR OOWNSf•OUT, Fii.CTClR'T' Af'f'LlfD l'W<:f:D £1,1,WEL FINISH, COLOR: CAM£LOT CREME SEMI-GLOSS BY SINCLAIR "' ' t- NOTE: S,.1,NOAI ,AST (XISTINC:: CONCRfTF, WAL~S PIM!l: TO Af>flL'flN(; NEW STIJCCO. -E:XIST FIN1$H GRADE CMWD 92-402 CITY VISTA IMPROVE~ENTS TO TIIE BUENA VISTA SEWAGE PU~P STATION '""'"' ,,.,,..._~ I i Hf,11'.,HT OF STUCCO CHANG£ SHALL ALIGN WITH 'fOP 0~ D(ISTING rLOOD DOOR WALL EXISTING f"LOOD DOOR WALL TO 81: REMOVf.D A"-10 RFP!.AC:f"D ,, I' ,, ' I I: 21'-0- f 4 l . rrrr,---,-~--in llr-~6',s------ ' ~ ·EJll1'>l'H !i:1f'lF!i:,Jl•~-------------''-'-''""rf __________ _, i SOUTH ELEVATION REDUCED SCALE PRINT-ORIG. CALE lo"'I b ' " i SCALE, 1/4" .; 1'-0" .".C .. T ,-,{]Jm:> • Fl.ASHING ''"'" r r.:.1. ,- _ .J..:T J.'..7 .L .l J ..• C f 'I • _----r"""""·_·..........,:.._··---~-~--·~-, .. , • .,,,,,,._ •... : .... ·•-,··· ,' _·. - EL~: i9.80'± 'i' b 'f W,1,LL BCLCIW' tLEC~~l(:A.L AND GENERATOR ROOMS b ' lo [j] [') ('l m L,J [ill III [ill [ill !QI I] [j] ~ EAST ELEVATION FINISH SCHEDULE J,/4" Tl-lK S~OOTI-1 TRC!We:L STlJCCO FINISHED ACCUIT :SHUPE P,l,INTED, COLOR: C:Mi:!,29~ GLOSS !J'f SINC:I.AIR J/4", 11111; l)A$1!tl'> ll!r)w{L FINl~Hfl) lillATFRPRf'lCJF P()RT\.Ar,ID cnm11T l"l.J\$.IUt COU'>I!; $(".fl◊LL I 8f>4..' 6'i' THOR◊, INTf(;RAI C:01 ()ff IN All <:DAT!'. G_; CUTTER, FACTORY APPLIED BAKED ENAMEL FINISH @ C(ll (JR: Cl,H1,iiii C;J o,;s BY S:INCI.AH~ ITT :5/4" THK SI.IOOTH TROWEL FINISHED WATERPROOF PORMND CEMEN PL/\STER WITH THOROOLAZE TOP COAT C:OLOFI: SC:f!OLL I !1:>~J [N 111\lllO, INTt\il!AL \:0I,(lil! IN /ILL COATS [J fAf;lllfN Al)l)11ff) 11.1.Kt'f) fW.MFI t'INlt.H DOOR COLOR: C/1.MELOT CREME SEMI-GLOSS BY SINCL>IFI I l~IAL GOLOI!; L1lll!l YWl,l(l(1 ~LIAI-\it.Om.; [1Y SIN<:LAI~ FL/\SIIING, P,',INT PLf! SPLCll'IC,',IIONS SLC:llfJN 0111100 (':011JR: t.AMFI OT <:RFI.IF t.Fi.11, t.l Ot.S. EIY S.INCIAIR l,(l\lll~R WITH FA(:f(lffY Af'l"'I IF[l flA~FD Ff.lAI..IFI F1Nlt.H LOWER COLOR: CMIELOT CREIA( SEMI-GLOSS 8Y Slfl(".L/\IR FRAI.IE COLOR: BURLYWOOD SEMI-CLOSS BY SINCLAIR PAINT PlR SPEClfK-ATIONS SLG1'10N 091100 GOLOII; (:f.ltl~l:lil (;LOSS [Iv SIN(:LAIR PAINT PER SPECIFICATIONS SECTION 09900 GOLOFI: BURL'fWCIOD SEMI-GLOSS BY SINCL/\I" rn~i~,~~)N$l(jn.l,it;m~/\i~fr{i:'l,: 1J2'."'t.$ A) WINDOW MULLIONS, FACTORY IIPPLIEO K'1'N,\R FINISH, COLOR: 111)111 YW(l(>f) ~f't,11-!\I O~S IIY t.IN<:1 AIR PAINT PER SPECIFICATIONS SECTION 09900 DOOR COLOR: c:AI.IELOT CREI.IE S.El,II, GLOS.S. EIY S.INClAJR FRAI.IE COLOR, BURLYWOOO SEI.II CLOSS BY SINCLAIR DOWNS.POUT, FACTORY APPLIED BAKED ENAMEi. FINISH, 1:Ql_lll!; (".AMU(ll !;Ill IA!, ~;1,1,11-[;I 0~!'; llY !';IN\:I AIK NOT£: :;AN!Jlc!LA:;f ~x1s'f1NC; CONCH([[ WALLS PRIOR TO APPl.YINC: NF.W STl..h::CO, PLANS PREPARED BY NO ROBERT HENDERSHOT ASSOCIATES, INC. CONSULTING STRUCTURAL F.NGIN[ER5 3=,o w. !lTH AVI::., SIi::. ·o·, l:.SGON!Jl!JO, CA. 9202=, PHONF; (l!il!il) 4A!jl .. ·1177 FAX (6l!i) 41;1!1· 6'.2.J!:I 6:! :±7 _. J DATE; ____.-----@ , DOWNSPOUT -·-... F1N. ru:i. /) SCALE: 1/411 "' 1 •~rf DENOlt$ DOOR N1,JM8£R MARI( DENOTES LOUVER OR VENTILATOR LtlitR MAR~ DENOTIS EXTERIOR FlNl!;IH NUM~ MARK DENOTES ~S PANEL REVISIONS DESCRIPTION BY DATE APP1D DATE CMWD 92-402 IA-51 CITY VISTA IMPROVEMENTS TO THE: [lU[NA VISTA SEWAGE PUMP STATION ARCHITECTURAL ELEVATIONS e 'C1/",,, I I GRADE J TON LOW HEADROOM r:HAIN Hf"!IST W/ HANrJ l-1:./11\1:.1.l IYf'I:. ll~ULL(Y 51':F !'.PF(: f 1 4f;00 uu \8) ORIDGE CRANE SUPPORT BEAM ----.... S[[ STRUCTURAL --r'-. G[NERAT()R IJIJFFI.F:R CONCRETE SWALE --~~~Si:: G~7lc?r WfR RtPNF~NG GENERATOR ROOM fl l·Hitltl rn 'CEf} 3 '!ON LOW HEADr~OOM CHAIN H015T W/ HAND Gf"ARl::D IYl-"I:. lfWLL£Y S[C SPEC # 14600 rn -"EV ELECTRICAL ROOM STAIR ACCESS ROOM HAND GEARED TOP RUNNING CRANE BRIDGE PF.R SPFC * 14!;00 GENERATOR ROOM J7 ._, BRIDCE CRANE ----SUPPOra OEAM SFE STRUCTURAL --!'.lENERATOR MUFFLER ELECTRICAL ROOM rJ r" ,-" ,.,J rJ r" r" t"··"' r" --------t -, ------t ------t ..... --··· -I ~-,,,, ____ --! -----I --a ------1 ------1 -~ STAIR ACCESS ROOM FRY Rl:GI fT FWS-!5/tl ~ 1----- 1-----I-----' 1-----1-----I.._ __ , -·· LC- LEGEND: 0 © [I] DENOTES DOOR NUMBER MARK 0EN0ttS LDUV~~ OR VENTILATOR LETTCR MARK 0l::N0l£S i::xn:r~IOR f"INISH NUMOrn MARK DENOTES MASAOr-lRY WAI.I BUILDING SECTION SCALE: 1/4" -1'-0" @ VAR REDUCED SCALE PRINT-ORIG. SCALE lo SAWr:\JT F)(l!;TING CONCRF.TF \V,t,LL FOR NEW DOORWAY b -' EXISTING MOTOR ROOM (2) SIM -- REPLACE EXISTING DOUBLE DOOllS W/ NEW. CONTRACTOR SHALL FIELD VERIFY ALL l.)IMr..NSIONS. /\l~f'HOXIM/\TF. ROUGH OPENING IS 7611 WIOI:'., 86 1/2" HIGH. ---- EXISTING MOTOR ROOM _B_U_I_L_D_I_N_G_S_E_C_T_IO_N __________ SC_ALE_,~1/_~·-1_·--~· -@ GRAPHIC SCALt:.: 1/4" -1' ~ {)' 7' _,,. Ii' PLANS 1-'l~Ll-'Al~LD l3Y ROBERT HENDERSHOT ASSOCIATES, INC. C0NSULrlNG SlfWCIUf\AL ~.NCINU.f.::; 350 W. 9Tli AV[., STE 'O". ESCONDIDO, CA. 92025 PHONE (61!::l) ~81:l-1177 rAx (!.ll':I) 489-6235 J',-·-z ,, JE CMWD 92-402 CITY OF VISTA IMfROVEM[Nl'S TO THF. RllfNA VISIA "Si-wAn 1-'UMP '.:iTArl0N ARCHITECTURAL. SECTIONS O>.Tt ~I.RTrO: -----< Cl'.Tt OOMN£Tt~: E':J ["""'"·" ~ 3017A 1 /s" rLAsTrn .. CORNFR DEAD ·· ~ BLOCK W/ ~• 0 •••• -RE\IE.;,L [JLOCK AT 1 12"' 8L0CK W/ 8" REVE.;,L BLOCK AT c-,~ ONlY J ( 0'!> _,i_i ___ c-L_ ELECTRICAi. RQOM FIN FLR PAINT STRIPE Wl:cAlHER STRIPPII\JG ·- " V b V " ,. " " f ,. Al,\JMINl)M [HRl:'.SHOLD SFT IN I.AASTIC 8'-o" INSIDF.: l)Pf)IING MODIFICATION OF EXISTING SKYLITE@ VA ---._ " ,. ~ ,. "' b VOID ,. b " DOOR THRESHOLD AT INTERIOR 6 VAR ROOr DR/I.IN BASIN INSTALL PU-l MfR SPECS-······-•• S" CMU WALL·· ----__-- 4'111 CAST lr{ON LlLlWNSPOUT- S~F. FmriF PIA~FOR SIZE AND . LOCATION f'LAl.:I:. SIDE > ----- ll'i' "i.-1\)\.. DN WA L) 1..-,J+ <.x(}c-----~--:a\' 3" WIDI:. X 20 GAUCE STRAP -~·------W/ 1/2" ~ SL[[V[ /\NCHCJ~ _.----·· (.J/~" ~ ROIT $12[) W/ 1 7/8" _.----- MIN LMl:>1:.1) ~ 6' rt 11.r:., TYr -·----AT [!l)TII ~'l~'[S, f'lf'l:.S SHALi-. ---- RF ROI TfD Tl(;I IT TO WALL f'~OVIDF !':HIM!': AS REQ'D ROOF DRAIN & OVf REI OW . .--s" CMl\ WALL ATTACH PER MANUFACTUR[R'S SPF(:IFICATIONS USING '1LU.\/e'. T"l'PI:: l:.XPAN!:ilriN ANCHOR C::CJRNFR, .-- 1:!l.AD CON.IINUOUS ANGI.E GUIDE ~ DOOR MJ\NUr/<.CTURl:.R W/ SHOP PRIMF FINl!':H ROI.L-UP DOOR JAMB CLAN VIEW'@ A-1 DOOR THRESHOLD AT EXTERIOR f!' s'.'.I.IU WALL-------~ ROOF DRAIN flA:m,J INSTALL PF.:R MFR SP[CS ROOF OVf,RFI OW DRAIN e• THK CONCRETE PLANK W/ J," C;ONr:RnE TOf"rll·.JG . . .. (AT SIM, r:f!Rf. DRllL THRlJ [ CXISTING Sl.llc! ANl.1 GFIOUT lo.Rffill-l() (',R,.!1II~) ~.--:· i:__ 4"111 CAST lllON DOWNSPOUT·" '_.../'_c:__o,..~ ~Fl:: ROOF" PLAN fOR SIZE /IND LCJCAIIDN (Pl.ACF. SIQf. I:!"!' Sll.11:: ON WAl.l) • . .lt,:•J" J" Wll.lE )( 20 (;AIJ(;f. STRA,~-----~· W/ 1/2" \11 SLl::l::VE ANCHriR _.-- (J/8" 111 BOLT SIZt:) w/ 1 I/!." _.....,..---.---~IN FMRFI) 1111 €,'-C/' 0.C., T'f'P _.--- AT .8/J[H t'lt'l:.S, PIPFS SHAU. · •. .-- 8[ BOLT[(') TIGHI 10 WALL PROVIDE SHIMS AS R[GrD Roor DRillN & OVERFLOW CXTERIOR :/ INTERIOR CAllLK··-·__....--· 1 J/+" DOOR PER SC:Hl:[)IJI.E DOOR HEAD 1/'l/j/ /// 'CAULK WE.;,THER STRIPPINC: 7 VAR GASKET BY SUPPl.ll;R- REMOVA6L[ WOOD SCRF.W PFR MFR. Fl AS\-\IIIG OVER Cl\R6 ·······-"\ \ t 1-#~ CONf~. \,.1X""---------"'1 L,----- El<lST ROOf D(CK ___/ "' 4l( p,T, CONT SILL !l SIZE ,0 Fft OVERALL SKYI.ITf. DIMENSION W/ t60~T~~(N~ JJ; f..C. " /14 DOWEL IN A ft' DE:EP "'-~ 3/+"ii MAX DRILLE.D HOLie SET IN 1:PQ)(Y GROUT SIKAl.lUR ~2 Hl-·MOD BY SIKA OR APPRO\IED EQUIV. I,INf. OF SAWCl\T SKYLITE CURB AT CONCRF:TE ROOF@ R 1•-a" 2-14 AT SILL ,~L__J 1?r---l W!O.,L CF J,,,R MIN~ • JAMD DEYOND 1'-B" ,. _ 1 J/4" bo R ~ Pf.R $CHED )LE f> CONCR TE'. TOPPIN(:: PLAN DOOR THRESHOLD W/ CURB 12" WIDE C.M.lJ. 8~.t~i::: ~i~Pa----~;,;t,e;,A CAlJLKINO CAULKING ----~ ,125" ALUMINUM __-: HASHINC AT SIi.i:-" QF OPfNli'JG. FRY REGLET JPM-75 ··· 6" WIDE C:.M.U. BLOCK INTl:'.RIOR .12!;" AIUMINUl-.4 f"ILTER rRAME '"W/ M/1.SCiNrlY SCRF.W a 1:;1" O,C, ,1,1~· ALUMINUM mm~ r~E IN/ 11,,\SQNRY SCR<.W Q 1t' 0.\,, W/ DROP-IN flLTCR WIDE ~.M.U 81.0CK IOUVER AT NORTH END PLASTER ~ r.az REG LET,.,,.,.,., •• JPM-75 M0) OMIT PLASTER & FRY REOLET JPM-75 ATeONLY DOOR JAMB 1 3/.+" DOOR F'ER SC\-\Er..1)\-li PLAN VIEW I REDUCED SCALE PRINT~ORIG. SCALE lom1~',I INC~i, 21' 'I ',I' GASKl::I' 8'f SUPPI..IF.R 4)( P,T, CONT S!lL It Sr2[ W nr OVl':RAl.l. SKYLITE DIMENSION, FXTF)J[I ROOFING IJP ON TQ C\JRB SK"!'LIGHI DOUl:!LI:. JOIST SKYLITE CURB AT WOOD ROOF JAMB BEYOND WEATt1[1"(STRIP PER SCHf::DUI..F. ~ TYP r.11NCRE'TE T◊r'f"'ING Prn f'LAN I \ ,_>r--. . .. •. ~"\·, ........... -----------~-,·......--~~------------ f- DOOR THRESHOLD AT EXTl:RIOR ~ X 4 X J/16 6061 .. T6 ALUMINUM _.,..___.----TUBF, PROVIDf. CAI" AT [ND~ ~•t:.~ ',s-----+----~ '\f2) •. Q1/ v b ' N 0 • " ~ u ,. z • '1' N CORNER DEAD ~I :z -f h ~ ., ' 0~ ~,n "w z~ C " _ _....,-"·.~ l( 2 X :J/16 eoe1-Te ALUMINUM -TUDE C i/J' O.C. _.-CAULK AROUND Tl,/Af _../ · PlASTER COAi t'f.R FINl!iH !iCHEDULE °'r-H• CONT IN OOND °'"" -;z= 00..Tl'G "' SrEClflCATIONS ( --f~D @.TJ·c;•IN o[ii.M[ g~L Rf.lNFOl"ICING TYPICAL Hi\NDRAIL l'LJ\NS 1-'l~U·'Ar~ED BY 11~i~/fiIEi/~~t~F.J, R.JPl CO. / 7700 SW til:.I fl I /\Vl:.NUI:: _-..:,..-- P\!RTI ANn, OR 97223 1-·1-1 e (~o.::!) ;,44 n,11 [XHAUST PIPE R.OOf l"ENETRATION A···.1 _.._..---·· ··· if f;\.JU PATW•'['[ W!ILL OMIT 8" X e" DLOCK roR tJVl:.l·ffLOW SCUPP~R CONU~[TC lNCA::il:.Ml::NT DRIVEWAY SCUPP[R TYl-'ICAL HANDRAIL SPI IC:r- J<>-rr-<IYP, CRIND 'SMOriTH .. IUBf: PFRUD V;:}) TU81c PFR@ CMWD 92--402 CITY a= VISTA IMrROVEME:NTS TO TIIC OUF.NA VISIA SI-WA(:f. l'UMr STATION ARCHITECTURAL DETAILS ROBERT HENDERSHOT ASSOCIATES, INC. CONSULIINC s·rRLJC:TIJRAI F:t-,!(;IN[UiS :~.".>O w. 9TH AV[,. STE 'O', [SCt.\NIJll)(), r.A. !'.l~nn, PH\!l'Jf. (l:i19) 469-1177 l·AX (Glfl) 4/:1~···6235 -----------~1· r~!\11'.1,<:l'l!\ iN~~[CTO~: / _..----.---M.OSONRY JAMEi 81:YQND 101-' of' CURB f-'lc.R ~rrwcTuRIIL, sror CURB AT DOORWAY f)(l$TINC: 1" THICK CON11NUOU:0 sou;: PLATE TYP CCJNCRF.TE IOPPING Prn PLAN [x1:;f1N(; rLOor~ SLAB ·,00000 0000 DOOR THRESHOLD W/ CURB NEW MOTOR ADD'L LAYER Of FELT ovrn Rl(ll,f NAIi fR AS WF.ATHF.R !:!LOCK A("![}'I .. l,AYFR OF FF.LT, ST[) --WIDTH ovrn RIDGE NAIL[f; AND l)Nl">FJl TII F .._ RlfJGE BEAM PER PLAN RAFTERS AT RIDGE BEAM .M3" ALUMINUM rl.ASI IING --a-11,. 7 1;,• ti' I' CONT WOOD SfAIHrn STRIP W/ GALV Hid Ill> N" \!.C. , 1 25" IN~,IDE STRAI"' lit 14" O.C., SI/I.CG orr-moM sur-r-ora RRA!cKf'l 050'' CONT GUTTER · 11:oor TILE 1'1:.I~ PLAN OOF FELT rER 8 g '.I or,.~" :=:NAP ON f"ASCIA 125" SI.IN'ORT RRAr.KFT W/ RF I/\INU{ IIJ 11" 0.C. " a ~ (!: ~ ~ t·i !,, ~ ;-:.-~ (0 5 ' " CAULKING fRY Rf.GI.U ~G fRY Rl:.GLl:.I f'CS-~-V-H)O T MASONRY WAI I P PIAN--C+--,~- IIND SCI ![DUL[ [O fQ 1'-10 7/(j' NOTES: INSTALL Gunm r,m Mrli: RECOMMl::NOATION8, U,N,O, !'ii OPF GlJlTf;R l" FOR FACH 40 H. 0~ l.l·.NG'IH i. GUTl'CR A$$[MC.LY IS ALL ALUM1NUM W/ MINIMUM THlf:KNF~~ A!'", Nmm. 3. CUlll:.R ASSUAl:>LY l::i l:>Y 'f'l:.f<IMl:.11:.i-l SYSTD~S· OR CNGIN[CR AF'r-f(OVCD EQUIVALENT. ,. GIITTFR FA~CIA !>HAI.I, AF: FACTf!RY FINISHFD PF,R Hl::VAtlON::';. ~-FAr.TORY FINl!'iH Al IJMINIJM FI.A:=:HING PER FINISH SCHEDULE ON SI1LU 11-1. !;i. FnR All I1'FM!'i NOT :=:HOWN OR NCJlf'I), Sf.~. SIRUCTURAI. ~RAWINCS TYPICAL CONT ALUMINUM GUTTER REDUCED SCALE RAFTER • 0 0 • II d! BASES EX1S1'1N(; A.I:!. 'S Nm M(.11011 SUPPORT PLATE EIY EQl_llr'MENT MAN\JFACTI.JRFR EXIST OPENING 4'-0" so Pl.A'.5TfR FRY RECLI:. ( Jf-'M-75 Al' H!:.AD & JAf,iDS \ BIRD SCREEN /JI. FRAME. f'f.R :;nc 10.:00 ------.._____ CAUl.k'.INC: .□:i()" ALUMINUM FLASHING AT SILL OF f"!Pf)IING ·· -·--~ FRY REGU:T JPM.,7. PLASTER---- .12~" ALUMINUM FILTER FRAME W/ MA50NRY SCRF:W -0 l:f° O.C. W/ DROl'-IN FILTER L2 X 2 )( 1,1 (:A. Y. 0'···2" LONG CUP W/ J/32"11 X 1 ½" 'RAMSf.T' O 1 'i' o.c. . 125" ALUMINUM FILTER -FRAME W/ MASONRY !';CRFW 0-q• Q.c;. W/ DROP-IN F1Ll'£R ® 1YP LOUVER JJL£L~ ® .O~o" ALUMINUM /,,/ FRY REG"LET JPM-75_____,....---- LATH & Pl.ASTER---....._ ROOf." TILE PER PLAN, REMOVE PORTION Of TILE HEAD 1.1.m WHF:Rf TII f RF!:iT!'i ON PAN FLASHING .(}!'iO" AI.IJMINUl.i PAN f'LA$HING W/ sm GRIMP, CAR~ TO 1::AVI:. LINE ROOF FELT PER SPFCS ,· FELT (ROLL DOWN SIDES •1-" ~IN) -ROOF Tl!,f; PFR PLAN FRAMING PER STRUCTURAL 1 !!id it 31" O.C • SIDE OF CLERESTORY FACE OF MASONRY BEYOND FIBER CANT STRIP·' .050" ALUMINUM FlASI IING F~Y RECiLET JflM-75 11~• FRY Rf(:I FT :=:PRINCI.OCK.--..,,___ . '~,--'H>-J FLASHING 'IYf'E ST ,"' FlflER CAN'I Sl'fllf' BLJII.T-IJr> RQQFINf'., CONT TO l!NnFR F ASHINC·· ---:...... •. ,., TOP OF AFAl,I EI.F:VATION TO MAl'GH !OP It OF MASONRY \YAl.l Bf.YONO (14'-~ 1n• Ao!QVl HN f"Lll or !:'.L[CTr~ICAL ROOM) --------fR/1.MINO PER STRUCTURAL ~~~.....___. CONT WOOD BACKER If. (MUST HAVE SUFFICIEN1 DCPTI I r01"( PROPER REGLf.T Tfl\l!';ION !.I FIT) A 1X' CMU WALL END Of Pll'f. AT ('.AT~ TRACK _...------GAIJI.K ALL AROUND JOIN f ,-,,7,;r;,j)'7,r,/ /~ (";l)TTfR FND Ii:. PE.fl MH-l ~ -GLJTTFR Ptf{D ~~ \8) AT~riOVIDE 45°ELEI0W{\ '\E3/TO SWALE , GATE TRACK- .-',!'"--LLL..f-> ,..,...--SMIJT PFR C:LJ fR MfR W/ 11~" ----1" X 3' X oeiALIIMINl)M DOWN f . ALUMINUM W/ILL MOUNTING BRACKETR DOWN!';POIJT TO, VC f'lf't Al.1/\f'IDR J"\1 PVC Dr-:AIN P r.•E SET IN END ___ . g~~\/f 12'' 1:11.K ANO FNCA:=:m IN / ---!'ii.IC.HT BUILDUf' Of' Pl.llSlCR 10 LIT[CT A POSITIVE !:,l.Or>f. .....,_______.:,-::----CORNlR l:.IEAD FRY Rf"CI.U f'HM-/S-75 '"~--l~=!f-.L'--<'c"-"""CC----"'"o"e'a·'e"s''-''"o~:_1.N ' i:-1::1:: PLIIN / --._/""----'--'-'- '4' TlilCK CON RETE ·· SWALE PRES1 RE.SSl:.l.1 HOLLOW COR[ CONcr<CT[ PlANI<'. BY r>RFr:AST r.o · 1 /8" THK X .J" WlnF 'K\!ROIATH' BRG Slf.:IPS / 7 ,050'' Al IJMINIJM PAN fVISHING W/ STD r.RIMP, CARRY 10 LAV[ LIN[ ROOr TILE PFR Pl AN, RFMOVE & PORTION OF TII F HFA/1 I UG WHFRF TII F RF:!:i'TS ON f'AN 1-'LIISl!ING rioor FELT PFR SPF!c!'i CONCRETE SWALE AT END WALL .~··········1 ·--------j NOTE: FACE OF 4X l:!lAM FRY RE Cl.ET JPM-'!5-=\:/ LATH AND---- f'LASll:.fl C.AlJI KING-------------/ 5FAIANT~ ALL EXPOSED FLASHING SI IALL BE PAINTED PER Flr-.JISH SCHEDULE, MARK [iil SEALANT----- CAIJI.KINC~ . -- JOIST RAFTf.R P(R !"LAN V'I/ 'U' IIGRS FACI:. OF 1X [3[1,t,l -----.o~• ALUMINUM l"LIISI IING . 4• l'ILE PER Mm ---- CONT Ffl.T OVFR HJP ... OF NAIL(R f SHEATHINC: C;L11ZING WITH ALU INUM !:iTOREFRONT SYSl 'M -TRIFAl:I 11 400 BY KAWNEER OR [NGINEER Arr OVf.[l F:QIJIVAI f'.NT . VERTICAL MULLION WHERE OCCURS PER EL ATIONS BOTTOM OF flFAM SFT SUCH THAI IHIS cor<NE.1:: C01NC1D[S WITH EIOTT\!M (")F THF: JOIST 4'-it' TO ~ RIDGC - ROOf SHl:.Afl·IING 1X RIPPF.D TO 4" W/ .H::i" 11 LVf 11' J2·· O.C ..__ CONT IFOG~R PER ::ilRUL'.fURAL ,j ~--~_L·_ .. _ .. _"·_------------MASONRY WALL r>F.R f'I AN AND ~r:HFr!IJI E /_/-------~------------·-·· =-~'--~ SLIGHT RIJII nup OF 1-'LIIS'ILI{ 10 f.Hl:.C'f II PMITIVE ~;LOr>E ----------;_~ CtJRNl:.R C.CAD --- (";() T orni, CK It (M s'( 111vt sur CIENT L)f. TH FOR P~l'JPFR Rl I.I:. 11:.N~N & T) / / ....-------~. . rRY REGLET SPRIN(:l OCK rl.ASHIN(; TYPF: !'iT / FIBER CANT STRIP 1:>UILI-UP rioorlNG, CONT fO lJNDCR flASfllNG -·-··::.::·,.£.., •.. > SECTION THROUGH CLERESTORY PLANS PREPAl~LD 13Y ROBERT HENDERSHOT ASSOCIATES, INC. CQNSl,JI.TIN!i !'",TR!JCTURAI. ENCINf.l:J~S :3::,0 W. :l'IH AVL, ST[. 'O', CSCONDIOO, CA, 92025 PHONI:. (!>19) ~!:lil-1177 FAX (619) 469--1:,2.'}f, J ,«......i ?'.J. ------------~' Dltff"'""' CMWD 92-402 IA-81 CITY OF VISTA IMPROV[MCNTS TO rnE BUf:NA Vl~IA SfWACI•: PUMP STATION I r.ounw:ro~: ;~~ct'ltll: ARCHITECTURAL DETAILS .:.'i01 /A SLIGHT BIJll.DlJP OF Pl ASTER ffl-_-_ ~-10 l:.H!:.GI /\ POSITIV[ SLOf'O. ----CORNER BEAD , CONCRl:.11:: TOF'PING ,- ---...... ___ f,WOONRY WALL PER PlAN AND SC:HFl">lll[ +-------.. clL...L...L...LCLL MASONRY WALL ~ ,. PIASTFR-_.....-- / flW REGI.CT Jr>M-75 ' -.......__PI .. A!iTFR ____ CORNl::fl .Jl:AtJ o_-,,,...;,.,.,,J \ \' '" '"' ~ """ '' L TYPE 2M J[[N[ STRUCTURAL JOINT SEALING SYST[M --nl'-r ' I ~ LADDER PER..........._ : : STRUCTURAL "'"""-I ' ' .';'i:: ' ' CAULK-+'-+-'/ FRY REGLET ,JPM .. 7!'i TOP OF Tfl!EAD BOT OF 1 RF.AD fLANGE E.!CYOND MASONRY WALL·- PI.ASTF.R· .. -... , • .--/ FRY REGl.l:T ,)PM 7(, ----PIASTFR--- Q ' I ALIJMOGRIT TYPE 117 Al.tJMINUM DBL NO::'il:'. TR[AD l3Y WOOSTER PROr11JCTS, INC. ' J ' ' ' ' PLASTER L-IIULK .,·,WF.IJCE ANCHORS Ptf:: .._ TRCAD MANUfACTURER 1/ '. ··-• .J .J 1/;>'' 1-.llN FMAFn IN M/\'.:;ONR'!', FLUSH IICADS PLA.STCR · f"RY REGLET JPM··-7!:i MI\SONf~Y WALL -BOTTOM OF FI.QOR Df.CK CAULK -FRY Rf;Gl,F,T JPM-7!! PLASTER -MASONRY WALL PER !"LAN AND SCHl:DIJl..f. TYPE 2M JEENE STRUCTURAL JOINT SFAI.ING W!iTFM ·-...._ -......, -MASONRY \'IAl.l. PU-STER·"' rRY REGLET JPM-75 AT 1-tEAD & JAMBS CAULKINO, ,, & 8 ------------ .050" ALUMINUM FLA'.:iHINC. AT SILL OF OPFNINC: FRY REGLET JPM-75 PLAS'll::R __ _,...,..,-- V fAN PER MECl-t'L 11 I DRA\'IINGR : \ / I I I I I I I INTERIOR I I X I I II I I I I I I/ I I 11 11 11 11 • ----v--- --BOTTOM OF FLOOR GlrWER --CAULK FRY RCGLCT JPM-75 (RADIUS) PI.ASTF.R CONCRETE COLUMN PER PLAN (:ORNF.R OCAD MASONRY WALL ---._ -..... 0 _ .... Pl.ASTER FRY REG LET JrM-75 FRY RCGLET JPM-100 ---• PI.ASTF.R CORNER BEAD TYPE 2M JEENE STRUCTURAL- JOINT SfAl,INC: SYSTEM JJ -1-.lASONRY WALL SLOPE PER PLAN @ .REDUCED SCALE PRINT-ORIG. SCALE [Ti-1'"1"]"111111111 I I' 1111 l"PTTTTT"fTl'T'I I' 11 fl 10 I ___ INCHE:S 2 ' :31 4 INTERIOR f.XTfRl("!R FRY r~rnLET JPM-75 --f-c,L-,,'( 1 3/-'f' !10LLOW METAL DOOR DOOR HEAD C::Of-lNl:.f.: DCAD WCM11CR STRIPPING MASONRY WALL OR EXIST .. f:(lNr.RF.TF. WALi. -rRAMING PCR STRllCTURAL CORNER --._ l::!EAD ~~-- FRY REGLIT JPM @ 4 PLANS !)Rf PARf-Il BY ROBERT HENDERSHOT ASSOCIATES, INC. CUN'.:;ULl"ING ~rnuCTul~IIL [NGIN[rns -~~Q w. >ITH AVF., ::;Tr 'O', F::c;<:ONr)lr)O, C:A. !J?m.-. PHONE (~Hl) 41;Hl I 177 FAX (r, Hl) 41'El fiH"i DATE fXTFRIOR 1/ INTCRIOR FRY Rf.GI f.T ,JF'M DOOR JAMB CORNCR f:IFAf1 PAINT STRIPE CMWD CITY COf1NCR RFAl1 CAULK ['}(l(Jfl f"RAME ·-·-CAULK 1 .1/4" H111 I (lW MC.IAL lJl.lOf.: ~• RI fll":K 8" RI nr.K 92-402 OF VISTA [_A-91 IMPROV[M[NTS TO TliE BUENA VI5TA ,_;r:wAGf-. 'f'i'iMit !-ilAIION ARCHITECTURAL DETAILS ...-------~-END OF BLDC WAI.I CAP TO PER G~:~>-.. -,., ·--W/ WF( /~ " . ' ... ~-----,-,_ ,--' ·--.. -.. ' •-• --, •• .... -- C> • ... . , .• .. ,. .. P Or-POSTS l".lfD PLATES I GA TlJ~INO /~y .FCNCI;'. Mf•~-FINISH 5H!\LL !:IE INtF:C:RAI. W/ FENCE 3/15" 'U' ROD TO RECEIVE'. f.lARBEO WIRE WELD TO !'OST ""'~"···~ i---------~ ~r;-::. ,_ --·--~ "M'-"""lt --~--- " " "-·· ... ----·-·--"'''"!' """"· . -- . ,_ '- ~- r----~~N TtN~c!~ "· " ' 8AR8EO WIR. [?;~ b ' • !;= MAS ONRY WALL ~ i V '.I"' @ ,· ' GROOVE Wl1ECL ASS[MBLY, '" OF TWO I " [:: -I I«: ' --~ N,T,S, NOILS; GATE SIMLL !!~ Hl::AW 'RFGAL' BY BUILDCR•S f'!:.NCE co., INC:, MODIFIED TO r~ECEIV~ BARBED WIRF: ON TOP, 2. RUN FND RAILS CONTINI.IOlJSLY UP AF:YOND TOP or rEIIIC[ lo RECE"IVF l,ARBF.D WIRE. 3. BARAf.D WIRE SI IALL MATCH THAT AT TO fl OF Cl IAIN LINK FENCING 4. 0,6,TF FACTORY f"INISII SHALL BF. HOT Dir GALVANIZING (A::i!M A12.~) ,I: EPOXY PRIMER. 5, rlNAL ClATE FINISH SHALL [([ ~ TYF'ICAL STFEL ROLLING GATE 1::XTENSION FflR 8,1,l"([l[D WIRE '.:ilflANDS 50 . ' TYPE II HOLi.ER A:=i'.:,EMBLY MODIFY AS REC'D lYP, FA :=ill)f. GATE TOP HAIL· CATF. ··---........, --------.____ __ EDGE or. MASONRY . ---------------- •. S' --------- TS & ANGLE l"INISHES PFR 0 CATF TRAr;K EMBED- '-.__ /GRIND SMOOTH --0 ·1 I --V.T CAP, TYP EDGE or MASONRY +(----J ------+ ROLLING GATE SC:CTION SCAL[: 1" -1'-o'' PLASH'.!:: FINIS.fl, .. \":Jfl:':I::~ 1. (JSE FRY REGLET JPM-7~ AROUND ANGI.ES AND Nl:;XT TO 'TS' MEMBERS; PLA::iil::R DOES NOi GO OVER ANCI ES. CAULK BETWEEN JPM AND ST[£L. 2. MODlfY JPM ANI) CORNER BEAD AS Rl::OUIRED roR COHf<!:.CT f"IT. PLASTER--....__ ROI I ER ASSEMBLY·· !:JI.CH Sll)f rs MEMBER Pf.R-~ @ I .PIAN v,r.w I 0 -- ,--L--'-""--/ II''--""---\ 0 J GATE FWI L..ER GUIDE AT WAl.1 SCALE: ',j" -1'-o" REDUCED SCALE PRINT~ORIG. SCALE Id PLASll:'.R '' LINE OF OPEN GATE-.............._) GATE TRACK~ EMBEOS Pf:R~ 1/." JOIN1' MAT'L PE'R smUCTURAL ' ' ' ' '' " ,; I I GATE TRACK AT SWALE SCALE: 1" c. 1"-o" t.1,6,SCINRY WAl,,L ENO STF."f.L PER STRUC'!UflAL -----l'.4 X -+ X 1/. X 0'-!5" AT 4 l.OCATl@.iS (4 TOTAL) AT END OF OATF. RUN, PROVIDE CATE STOP, ~PER6u '57 tl/4 PF.R AFI flW L1 1/f X 116_ X 3/jl) GALV CON WELDED TO WltJI:: [MBl::D PIATF PfR GATE MrR ·· FOR GAP IN IRACK L. , SFF: f.NI.ARGED VICW Af:IOVI:. Ii 01·' l.lRAIN STFl:L ANGLE T.O. CON~ DECK ./I-~"'" '' ' I' '' : : 1" '' ,, ,. ' F,6,CF. OF MASONRY WALL B!::LOW GATE END fl.A.IL----------. ___ _ SID[ if_l/4 X ~ X 3 --- (ONF FA!;H SIDE OF c• [ND RAIL) PLJ,,STtR 1,, [ND STE[L f'!:.H --··-STRllCTl,JRAL 1 e LAN _yi,w] it ICATE fa---:J" I I" ED(;[ 0~ !:.M~l:.D Ii:. 1// GALV CHAIN -LENGIH TO ALLOW THH~.I:: PADLOCKS IN TANDCM, WCLD TO SIDE f'LAJ'l::S ~ ~IOP Ii:. ·10 _ ~ t 16 • · EMBED If. Tii-----1--!I' 1" X 4" SQ W/ 2-1/.;i' ia ·11 Hc.Al)!:.0 RODS ]YO .---· CAULK AT MASONRY JOINT, !YP ,-,-5_-_-~---~--I, f'[f"( STr<UCTURIIL rRY H!:.GL!:.l' Jf'M·-7:">, TYP [A ~;iD[ Of' W/\LL JOIN! (NO!!;H AR0l1Nn f.Mf.11:D If. w11rnc rim-I)) CAULK /\I f'l.A'.:il'ER JOINT, TYP GATE TRACK AT CHANNl:.L DRAIN 47 CATE LOCKIN<; M[CHANISM 48 SCAL[: 1" ::: l'-D" A-2 SCALC: S' c: 1 •-(j' A·2 CMWD 92--402 CITY a= VISTA IMrROVEMCNTS TO THf. fil!f NA ~\jl~TA ~-,F.WAGF. rUMr STATION f>LANS PHEPARED BY ROBERT HENDERSHOT ASSOCIATES, INC. ARCHITECTURAL DETAILS CONSULTING smlJCIURflL ENCINf:"FRS 35D W. l::lTH AVl., STE. 'O', 1:::iCONDIDO. CA. 1::12025 PHONE (S11::1) ~l:!il-llll FAX (611::1) 41:!l::l-S23S J.,...1 'f'".!,' DATF -·· EQUr-JQA'l'IQ!'!I REINFORCING STEEL ~Ql-~JW. ~EQV!~tMENT5 NOTES, LJP TO 4' n" WI[)[ or[NING FOR OPENINGS GRCATCR l'HAN 4' d' WI[)[, $[[ l'i"i-'IC/\L LINTf.l. DFTAII. ON S-1 Sl·ILLI TYPICAL REINFORCEMENT AROUND MASONRY WALL OPENINGS ~ ~/t~·M,:T "a~ D 13d FOR 13 III1w 1 UN. JI u~ __ I) 8,,1 FOR 9 Tl mu 11 ..tl.QlL;_ ALL BENDS SHALL D 10,1 FOR #14 I\NO 618 Bb: MADE COI.IJ OFFfi.FT _RE_B_A_R_B~EN_D_S_. &. END HOOKS !JO~ Hllf!K .US'_ 11.00K I!E & STIRRUP END 1/2" MIN, 1 1r· Z' l'OR 2 1/i" HQQKS 0 FOR f3 I• HJR #':> t t1~[~E ::;~~Ct :if p~i~E u~trRN\AT~ i~fo~ i1ill.i°sM t:! JgLiT~%G Fo~fiN~~~t!AL DETAIi.iNC ,. ALTCRN11TE CORNER l ' vl::R'f. ·1 .~ r-\ lYPICAL r;;QHN~R .. .. l:L\.!:..t L.Al'S PER 'REINFORCING STFFI.' NOTF!;i ON SHf[f 5·-1 l!QIL_ WHERE SINC;L[ LAYl:'.R o~· REINl'ORCINO OCCURS, O[ND STE£L AS SHOWN f'tlf.: OUf::illJI::'. BARS. REINFORCING AT INTERSECTIONS OF CONCRETE & MASONRY WALLS FOOTINGS AND BEAMS © NOTEl PROV1DE OPEN !!'ND UNIT~ FOR MIN OF :n" . ~~ov~ __ ,9£!. or LINTEL, TYP lJ.N.0. ON l'LANS _ 2--15 CONT, IN 'U' LINTEL, TYP U,N,O, (DO NOT srucE OVER OPENING) ,; t~~1~i FtR% ~\~l t.1. ~8tlrs tfmoK FNr'l!i) USE TYPICAi VFRTlf:AI !-lf:INf" WITHOIJT HllllK!j WHfN OPf.NING 15 4'-o" OR LESS IN WIDTH Rf.ND ElARS WHERE UNABLE TO EXTEND THF.M .Jo'' MIN AFYOND OPl:.NING 2-15 V[IH_ EACH SIDE or OPENING rtJLL HE.ICHr, U.N.0. A TYPICAi. VFRTl!c.AI., RF. . .INFO.RCf.MENT 2-15 CONT 110RIZ MASONRY AT BOTTOM n--~-t,--+t '-----~ Of OPENING WHERE ---o,j-t OC!clJRS >-'----~--1-1 "" 'I'"' JI,_ I ' I ---- TYPICAL MASONRY LINTEL, U.N.O, IS RFQ'I), • • ,. .,, " ANCl10J( IICllT fil ' M(:;H"l ~l!Cltlll:cmJRAl. •=o M.C. " ,. " •= DI.M •• "" ·~ ""' -~· co C.I.P. ~ " '" CI.R (:Ml! r.01 r.riNN r.mil cs~ ' °'' °" IIUICDING nlDr.M nrAIA flllUN!lAll'f ~L 1:1mmu nrARINil nnwrrN r.AllRIAnr. ~(llT CA~ IN P\M.f. CC"iN!.l'RU(;Tl(lN ~~NT crnrrR1 IN~ Crll I Nil Cl rAR r.r,N~Rr.rE WSO!i~ l/liIT cn1mm r.(INNCGTl(IN (lllNTINl(IIJS CQllNTER SINK PENfN DOLl0l£ " l .. L l.,L.I!, ~-l-V, LT,WT, .., "" 1,1.ft M~CH'L t.trr~ "'" N.li,, """ N,T.S, (l,C, O,H, (IPN~ " " '" PREf"AB ,, •. ,. •. 01~ OR 0 OOLJi..l.AS FlR/1.AAt't! l11Al,ltlt~ "' ,~ DIAG " 00 ~, ""~ " r.r. " " co l'.f.ll!IP E,S, E,W, '" '" F.8. "" "' '" m, F.O.C, F.0.1.1. F.O.S. " "" M "' "' "' "' "'' "'" lf□RII 11.~.n. '" INFO '"' OIAG□NAI. -~· DllTO DIVoWINlj, OD\1/rl.S ~Ar.II ~Ar.II r~r. El rl/All(lil ri:,n~ ,1.1,1" rQIJAL EQ~IPl!Elff EIICH SIOE EIICH w~v E~PANSION ElfilR10R FAR S1(1E FlN1SH FLOOR F l'lfi(; ''"" CI.IJ£(; LAMIAAm:i ~!AM "'" 1,;1>~uM WAU.Hi!lt.ltD HOlD OOWN Hl:Allr.R ilANGr:R l«lRlrnNrAI, f!IGII STl1ENlll11 BOLT l~CM lilFORIN\Tl()!j INltl•IOH P.T. n.D. "" RCINr "' •= R,S, l;CMEI) SECT ,~ "" "' ,,.., "' ST1ff "' '" '" '" '"' Tt!R!! ,., T.O.~. T.O.t.l. " T.S.C. '" U.N.0. ~HT •I :S' l\',P. ., W,W,F, "' '" TlllAI. l0,t,IJ TU1• II! OONCH~TI 1(1~ II! ~ONIIII' ~ll!UCIUl!Al lUIII T~t•~HtO ~lttl GIHlltH l"11•1~i'.l. UNL.t.55 NOTtO orn~nWl3I \lllHl~~L WITII wmmur ~"' yi;,rE~P~ Wf.~KT WELDEO WIRE FABRIC: ,., ,. "· "· SPECIAL IN5PECTIO~ ,, ll'Hl~E ~~t(:;IAI. IN~r•t.c11□N IS ftIQUIRIO, rT SWJJ. II~ P~Rr-(ll!IAF.(I El'!' /1, REOl8TERED O~UTY INSn~111R E!.ll'LoY~u lfY IHI OWN~ AND AF'PftlMO ll'r' . mr GIWT"RNl"lt:I ,l(l~l~('ilr,TIO~ ~~{I Eil()INEER, C'D~IES OF IN$~ECT10N ftt!'OftlS SltAl.l ~I SUDldl'TTIO TO rnr. DUii.DiNO DrPAIITl,lrt,il mp Sl'Rutrvm ENC1N£l~ 0~ KtCOHO. tACH ft[l'Ol!I SHAU. DI SIGNIO rl1 A 1.1r.ru~m rNDINITR llR ARCIIITfr,T, TME ~~l)CTUM £'1Cl'1££R OF HLCOl!O SHAU. B[ NOTll~r.o IMMtOIATCI.V er >Ur' 1= WIIICII INl)tr.;,m N(llj-(:(l~PUAl.l(:E WllH A~~1.1Cl,llct (:;Ollt~ OK KtoUIHLMLNIS or mt~ PLAN~. SP~L',I. lil8PECTIOil81 CON~~t lf PLACtM~I• r.oNr.Rrr. ~Tllr~r,m+ ~M~~OMtNTS IN CONCl!CTEo E~8ED!IEITTS Iii I.IA~ilR"I' DOl.'T?i IN r.ON~Rrn:+ &Oll~ IN MASONJo:'i ?CIIIF))~l>IO ~Tf:£1. PIAC~EMT lil C:Oil~R£1£,r, RCINrOl?CING ~Tl'.n Pl Ar.rur~ Ill ~()~JIY l.iA~N~ CON~IHUCTION•• nmr ... 1~sS:JtORs .. ,. ,. ,. J, [MO[D PIP[ IN l'IB::i ::::1.,.Evf: WITH 1" Cl.Fl ,l,LL AROUND ori IN l" l·OAM RU8AF:R WRAP, 4 MA:.'.IMIJM l'ff'E SIZE IS 10'" LllAMl:.11:.fl; 1.ARCF.R Sl7F MIJ$T Bf. Al'rfWV[D OY (NCINE~!-l. 5-::;n: CIVIi. & MFCH'I riwr:~ F"Ori LOCATION & Sil~::; Of f'IPfS. J6 jil LAP TYP 6. rOOIING IHICKNl:.'.::;S: NO PIPFS '.'",HAIi. 0[ PlilCLO WIIHIN T/11:.\ Hi:!ll\l!i- ./"· J"~ 1'-6'' MIN NO nlGGING Fl"!R Pll'E TRENCH PAr<ALLEL ·1 0 FOOTING O[LOIV fHIS LINE Sl::l NOii:: lfO,---- ' ---Al)nlTIQNAL CONGRFTf FIi i, TYPICAL PIPING AT CONTINUOUS FOOTINGS REDUCED SCALE t ~ REINFORCING ,. ~--15 CII 12''0.C, PLAN VIEW I @ TANK WALL SOJl TT'Pr.· ~cc son~ Rl:Pt;IRT, ,1(19 I 1ii1:1-1:11 PREPARED 8'r" M\I tNGINr.CnlNG, Ir-IC. tlATrn w.Rr.M ~-~,181:!i TME SOILS REPORT 18 TO BE c:otl81DEREO A ~AAT OF THE'!;E ~lAN~ ANO ~1.-.11 ~~ cm,1P1,1~p \11111-1 8Y lHE COlfTtlACTOR, IN TH~ ~Nl ~UNilATlllN ~XCAVATIC"iN!; ARF" r.ARRIF:('i T(I A (IEP'!11 !.HtAILK IHAN KIOUIHIO, THI ...OOITlllNAI. r,r.mt SIW.I. llr. rlllrD rb%1b717/~~~E~grrtifll? ~'i:°~R_u~~~£t~~oi,?t~G c~1tK~IL ~H"1.J. i. Rr PtAr.m AT THE BOTT('ll,I Of ™E f"O(>T1ilO E~CAVATIO~ WITH THE ~tlNrD~CING m:W,ININ~ IOr.ATm A~ ~l!nWN rnR TMF ('iRl~ltJAL F"OOTlij(< OLI'llt. NO UNCC"iNTRril.l m r11 I WII I ~r PrRMITTm TH£ f'OO!iNC tXC~VAIION~ ~HIJJ. Ot Xtl"l me? rnoM l.llOSC W.TrR!AI ANO ST~NDINO WATER. rtlR ~l'T/JNINO WAI.I.~ WMICM ',llll.l lj/,1/£ PEl'tl.W-IE~ 8T1W(:T(JRAL ~UPl"ilRT l,T l\"lP, PRffill('if ~lll)RINO PRIOR TO 8,1.C~FILU~Q. IJNlE88 4 . OTIICl!WISr. NOTCO. ~lmRINa ~1-IAI I, Rn.11,1IJ IN Pl,',CE (INTIL PERMI\IJEilT ~THUCIUIIAL ~Url'ORTING t.lrl!llr~~ ARF" IIJ F'lAr.~ AIJ~ M/,\1!: OEVROPEO ~l'LCll·ILO ~IKLNGTl1S. El,l,C~flLJ. Foll: ALJ. f!LTAININ!i WAI.I.~ ~IWI 11r PrlMrill~ W.TrRIAI., l!"it,l:;KtllUNli ~HALJ. NOT 10 BtGIN UNTll MA!.CINIT'i OR r.oNcnrrr RETitJNINC ldEM~£RS HAVt ~11/JNtD ~1•1:.c111co OtSIGN STRl:NGTII. BIIC~FIU 9H,1,U CONFORI.I TO THE St.Ill~ !lLi't!!ll. Al.I. RFQIJIRF"P l),l(lrn\L SMALL BE (:{ll,!PI\CTED TO AT I.EAST ~~'ff.) OF ~l~\~~;x1~~~:~?;~~o~r~~rJt Wr l~~l' .. J+Toi, DESIONA ON ~ ctiMl'M.llON l!t:r'Oll!T MUST OI ~uo1,1111ro TC ANO AF'PRO\/m llY TMf 00\IER'IINC JuR1~1l1(:;l10N l"KIOH 10 t•LAC~Ml~NT or IU'( CONCRITr. ON "" -'I\.L lmLl!Y TREf!r.liES 8HI\U. BE COI.IP/\CTECI TO ~ 1.il~lt.!Ut.l O! voii; Rrl.ATNF" P~SIT'r', ft~lrHil:'.:Nci. SIIALJ. DC ~l.r&"rO l\"l C"iR/\IN 6VRri,r.f WA'T'f:R AW~V ffi01,1 ~EE SOILS REPORT FOR 0!!1l01NC ~..0 l'Kt!'it.l!AllON. PRIOR m T\lr r.IDIT1!ACTl)R RfQUE~Tll,J(< ~ B\IILOl~O OEP~RTI.IENT 10\JNDATl□N IN~rr.c11riN, rnr. ~OIi ~ rNillNrFR 611>.l.l AOVl$E TME l!UIL.lllNG OtflCIAl, IN wnmm., TIIAT: A. )Ht HUllOING l'/Jl w~s l'ft~l•~ftf.0 IN Ar.CO~llANr.~ wm-1 Tllr 901l9 R£~oRT. B, ™E IJTILITY Tf(EilCKE9-HA\IE BE£tl no~t:klY l:!M.K~lll.f.ll ANO r.nMPAr.rt=:n, AIJ{I C. 111r. rnlJNOATlC"iN l'.Xr.AV/\T(INS r.(ll,IPl,V Wl'Tli Tf!E lmENT OF 11I~ ~llll ~ HrPC"iRT. All HlllOOWN ANCIIOHS SIIAU. or. ~r.rn1mY Tim IN Pl~r PRIOR TO TH~ ~ONIIIACTOH KLOU~~llNG ~ rou~ll.'.TION l~SPr.r.11riN . 1,11\IERIIIL AND WOR~W.f,Jgf!IP SkALL. tt:.">NfOHM 10 1,.1.'S.C. J~3t%"-J7NJJE1R Fm£ e°ui~r~~t•lli_!J~;1111t~1;;t(~. LKL~ll□N or ·i?~ktffe11rJ!.\~RJ/W~1tJ5~S'°"JIHAlt'Ec8Mj)Ni,i ~i0~t1~0&u~R1~lN1?{ i~N '!H( AIJJMINUl,I ~~llCIATION, INC.", ~l.l!I.IINUld CONSrRUCTIC"iN t.lANll~I. STRUCTURAL STEEL SWILL COM~LY Wilt! 1'f1£ f'llu.OWtNG A.~.I.M. D~IC<NATI~: AJIJMINIJIA (Al,.) ROlLED STEEL SfW'ES 9TAINl.£~ 91££L ~lllfl:I Ml~C. MtTIJ.S I\UOV M~! -T8 A!B, lY~ U.tJ.0. r'Yl't J04, IYP THftU OUT ~- PROVIDE F\JU BEAR1NC ON UNTHft£A!ltO ~llftTION 11r ~ltANK roR DOlTS /\T Al.I. STf:EL !lrnBER C'DNilECTIONS. !!.N.0. Wil.05 ~lt/J,I. nr. t.1/Jlr ONl,Y !'i C[RTlnED W.:LDER8 AS PRESCRl0EO IN THt ~TANIIMO cooc.ron wr.l.OINO IN DIJIIDINa r.riN~TRl!r,Tl(I~ "F THE Al.!f:kl(;AN M.ullNli ~O~ltN. WT"I.C"ilNil n~CTROnES: E-7() ~~ SERIES. f'ER .. 'II.$. (11"1. O.N.0 . i'.l.l r1r.1.0 wr.l.DING ANQ 111m1 ~mi:Nr.TI< ~I TINO SIIALL BE ltlSPECTEO ll'i ~ ~rur,-ftCGISTCRCO INSPr.r.TOR A.~ PR.~r.RIRrn IN TMf I~~~ VBC 9€Cl'ION !o!l(a) H ANO 8. SHOP l\'ELOINO MUST BE DONE B'i' A FAflRIC'Ai<.lR PJ"t•ltO\lt:u ANO !11:W(!NIZED BY TI-IE BUllDl'-KI omclAL OR WEI.IIINC MUST tiAv£ r.!INT1tJll(llJS ~PECl,',L ltJSPECTlQN. II ?ECOCNIZEO TE9TINC LA0 19 ONr. ~UPl'.RVl~l,l 11'1' A ~TATC Rr(<ISTERED ENOINEER. II 'CERTIFICATE or CONl"llRW.tJr.r.• IS m nr ~1m1,11m-r, m THE Of.PA.RTt.tfNT OF 8UllOltJli IN~l'IC110N ANO 111r. rNalNF"rR mR Al I, ~M(IP WElDED WOR~, TH£ CllNl!i.AtlO~ ~ltAl.l ~U91AIT Dlll,II rD ~I IC"iP C"iRAWINO!; TO Tl!E EilCINtttl foit ittYILW ~KIOH 10 rA~HICATION. s11or DRAWINa~ ~IW(, BE 8UB~ITT€0 FOR AlJ. M£Millk~ ~HOWN ON ft.HA OIIAWINGS, INCl.l!OI~(< SPECII.L F~BRIC~TED ST(El '/ru(J(I ro w11u(; ~ONNLC!OH~. .. ,. ,. ,. ,. ,. ~~~t~fo~ /1~~:rt:~~INrt .... \~~~-;~g~r~~(),RD#'Zti\:DEE. l£NCTl1, 7. ANO ~nrCTION Pmlr:rn11Rr~ AWI.IINUt.l IN (:;0N1.0.CI WIIH CONCHtl~ OH GnOIJT SIIAlL or. rnmi:r.rrn WITl1 A KE/1\11' 00!,T OF 01TI!MINOUS. ,. .. "· "· RrlNrtlR!'.INll S'llcl'.I.; u~r Ill! UI' CONC W,t,US lu,Sl,)NRY AND OIHl~ CONCHtlt SIZE All ~17F"S Nri ~ ANn ,w.ur.R NO 8 ANO IARilrR ALL WEL(lf.D R(l'IFO?c,t1c 8AR!I SH,1.LI. HL ,t,!:;11,1 A-708. WCI.OCO Wlllr r1,n111r.: A,ru A-18~ ldlNIMUM l'KOILC:Trvt covr.n ron RrlNroRr.lNa ,rr,1.: (J.~.o I,, ()N El\!lTM SIOE WHEN ~LA(:;<0 Ai'..<.IN~I LJo.lHH 3" CCR. n. nN rA~Tll ,1~r WHEN •o~I.IECI ~ ClH r.. rxM~rn ~1or r,r lc°'"Tf.111011 WALL 1100\IE CR,11,E l l/:l' ti.It ~: ~~tcir~o~~~~'s ·~~l;~:~:tl'"triJl,lnBRAri,: J/~-tlR. ~-t1=::rc 1~~1J~t~i ~!!~Ott GRAOr. Cl:Nm I.INC t~11 t.llLt~.() 1,1AR SPIJGE LAPS S~ALL BE AS FOLLOW~ !!.N.t.l.: CONr.111:Tr. llRl,nf. f,O \"lR/,n~ ~() r, TIIRl'lllilM fij I/IP W D!o.. (12" MIN) 17 AI-IO LAl!CtH L>.I' 1•1·11 ~r.11rn111r nnr,w ~--1,AP_l_rnnTM~ IN CO~GRETE_ ISAI! 1;11r f-f"•c~C•_'c) _~•-'-~'"-~"-~•'c0 __ {!.1_ ,,ooo Js' 43" ~4• r.~-o~-J.ooo ~.,, J":i' ,i.,i• ~!I" ftg' 4,000 ;:'f .,rr ~II" i~ 80" ~-ooO ; 1" ; l" .14" 44• ~-:'I' tOI'! wt.l!llO Wl~I rAll~IC: ~PAr.lNll r,r WIRf. Pl.(IS 2"' 11l~~~i~~h C>J~~llf~E n%iWtrtNROEl~~~~~~/~~~~l 111~~~TUTC "t.lANIJAI r,; ~TANnAR~ PRACTICE" LA.TEST w1r10N ANll Al.:I Jl~. All. H~INl'OHCING STr.r.l, Wl"I nrn WIR> F"A~Rlr., 1,N(';MOR 80LT8. HOLD (li)WN ANCH!lK~, OOWUS, 1,110 IN~r.m5 ~HAI I RF" WF"II "'r.(IRED 11-1 POSITION ~~10~ 'lo AN!l WMIL.I. l'L>.CINC 1:0NCRI Tr riR GRnlll \11".RTI('.AI, R[l~F"O~CEME!fT fOR CAST IN f•LA(;< WAll~ AI-IO COLUMNS ~IL'JI nr r,r,wr1rn l\"l Tl4f SIJPPO~TINC 1.1lM~ttl:~ WIIH IHt ~L ~IZt ANO ~rAr.lNr. r,r RrlNrnRr.n.lF"IJT A" GAi LEO F(•~ •N Tlt£ ORAWl'I(;~ 0~ ~tNLIIAl N!lTI:.~ 9~A(;£R 11l~: f'UHNl~H fJ lltS AT Tt' IN Al I ~rAM~ ANl'l REINFORCEO f'OOTIN!i~, UNl!.~S NC"ill'.O llR ~llriWN l'l'Tll[RW"'E, C!lNCKLTt ~ml.NGTII~: l!Nlr~~ IJ()T~(\ (ITMfRWISE, TKE SPECIFIED CONCHLlt ~ll(LNCIII !.llriWN IN n1r l"(lllrlWINQ TABLE IS Tl1E MINIMUM ct.lt.U'Kl:.~~rvt ~IH~NGTII Al' .IB DAV~, 111; An\"lRF"(!ATF ~M(l'/1~ 18 THE MAXIMUM ~lit. AND 1111 51UMP ~llriWN IS Tllf MAKIµ~~ I~ INCHES (R£C!!LA~ WLl~HI• 14~ pcl) . ,xlNSTRllCTl()N 9TfttN(;IH ~(;Cl!l!.'.I~ ~I.UMP (p,I) (Inch-■) (Inch-■) rolJNDATIOl-lS ~.ooO I ••I/I • ~I A~ (\N CRI\DE J.000 ) , ORII I rn PIF"R" 1.000 1 1/• • sor11rinTrn ~1 A~ .\_()()() ,;, • IILAl,I~ &: COLUMN~ .\,M() >!• • ~llNCKLIL IOl'l'ING .,,ooo ,1, ' F"O~ (';l)NGRETE ~OT 5Pro1nrn ,.ooo 1/• OHV~ACK ~l\tJ.l DC CllMPri~rn r,r llNE PART PORTIANO CEI.IEilT TO NOT t.lO~l IHAN j l'AKI~ S~NO. PORTl},N[> CEt,IEt,rT 911~CC C~ittf0HM 10 A~.'I.M. C 1,0--Bl l'r'T'r. I OR II. ~l!llTIIRAI r.iltJGf<t"TE ~OCREG,\TE ~Hi'.l.l CllNfOKM 10 A!.TM C 33-81, STANllAl!O wr1r,111 nR r..l.ll'l-8(), 1.10-r!WEIO>!T C'DNTINUO\!~ ltJ~l'tCIION 9Y ~ n~~l~Trnrn nrPIIT1' INSP~(:1011 18 f<EOUIRED FOR ~ll ~IKU~IUl!Al CONC~r.T~ WITII A ornGN ~TRF:Nlll11 lt-j E~CES3 OF 2.(>(1(1 pvi !!NlL~~ NOltO 0111Cl!WISC. AOMl)."TIJRrr. MAY ilF" ll~F(I WIT!! PRIOR A~~~OVAl (If' IH< LNGINttH. 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THE (:;OtlTAAt~OR ~HAI.L OHIAIN l'HlllR APPR(:'.IAL F"OR INSTALIAMtl OF ~ilY IIC•01T10N~l P1~£9. uu,·1s. t:IC. 7. rim Al I MIT.IIANlr.1,1 1,Nn F"I rllTRl~.AL (QIIIPl.tf~T 11-j ,~(:f.SS or 2:--0 l9~, Ill[ CC"iNTRAr.mn 5111,11 llC"iC"iRlllN..ITF" rXAr.T w;ir,14-r;; AtJn I.O~~llON~ wm1 smur.TUlt'J, S!!rNlRT~. IN Tllr rvrNT TIIAT Tllr l:.OUll'ldtNI OLVlAlt~ IN WI.IGl11 OH I.O(:l,IIONS rnriM 111nr.r IN!llr.1,1rn (lN 1Ht ~IKU~IUIQJ. l'L>.N~, IHL ~NlilNLLft MUST H~ NOrnll:D ~NO APPROVAi. OBTAINED ~itlOK 10 IN~IAI.IAIIUN. .. 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HOR1.1.0NIAL. ~l:.INf'o~cLMtNI: ~tt l'I.AN~ AND Otl~ll.5 ~OH TYl'IC~l Sl~t~ ~ND ~~,t,CING. l'HU\/IOt ; I/~ CON! IN eONO U!.AM ~I 11.00ft LINl, HOOf llNt~, ~ND 101'~ 0~ l'l,ltl\l'LI~. ~~t 01:.l~IL!. 11115 ~lf~LT FO~ Htl'lfOk~l'I~ ~I WAl.l 01'1:.NIN~~ 4. SillJO <;KOU( i'.l.l ~IIN~Y ctll!; !. MORTAR: IY~E S, COMl'~t~~M:. ~IHtNGlH 1,1100 p■I ~I ;11 O~l"S. ~k()~(lf!llllN~ !!Y V!llUl.lt; l l'Al!I l'OHIL>.NO ~tldtNT, 1/4 l'Al!r MINIMUM 10 1/1 i•~~I 1,11,)(IMUM 11Y!ll'.AH.O I.II.IL Ill! IIMI! l'UllY WITH ~~~ ~~~~~ ~l.t;;M~.~~/ic ~~~r:~~Tl~lr N~I 111~1~~ ~~~11~-x:.~D ,',Nil l.lldl us~o. 1,10~1~11 Jl)IN'l!. ~111,11 nr. 11r.1mY llC"iMPRr~~rn Gl!OUT, COldrRr.SSM: 5TRrNGT11 ,,Ill)(\ r,.,I ~T ,n Ill,~. l'HllrO~llONS IJi \/lll,Ul.tr.; riNr. rART PflRTlANll r.rMrNT yr, w111r.11 W.'r' et ~00~0 NOi Mone 111AN ()NC-Tr.NTII r1,ITT I IYC"irv.Trn I ]Mr r,n I IMF" l'UI IY, ,',Nil IWO 10 11m~t l'l,l!TS ~.ANO, ANO NriT Mrinr TIIAN TIIKl l'~HI~ lillAVt:l. ,. liHOUl SIIAIJ. TYt"ICAL.I.Y nr PnlJRrn IN 11= n, 4 rnm. All GKOUI ~l·ll,ll Dt r:OtJ501.IO~Trn ~T TIMr r,r MIJRINr. llV !.IF"r.llANlr.AI VIUIIAIION ~NO 1111.N Hl'.rnN:;r,1m1,11·0 llV Ar,AIN VIIIRATINr, ~rrnRr l'I.A!.IICllY IS lO~T. AT G~lll!T lll"T5 IN rxr.rr.~ r,r ••-!l", l'KOVIOL INGl'CCTION AN[) <:tr'/Jol !)UT 11nirr. AT 111-.'.r. 111"'1~ ~HALl NOT lXCl.lO a·-o" 8. ~ll W.SONIIII' Sl'IAL.l IIAVT: All Ctll~ lllU.D WITl1 GHOUi WIIEI-I C<RQIJTll-lO 18 STOPPEO FOR O'!E HOllR OR LO'!CER ttORliONT~L cm.1,TRllr,TIC:,N ,l(llt,jT'; SMALi. BE l'(•~l'EO Br STO~~ltJC lH< (:~'Jul ~(,vR 1-1/?'" Grl,ilW T(lP Qr TMf. llPP(f<~O~T IJIIIT. CMWD 92-402 CITY a= VISTA IMPROVFM~NIS I() IH~ r!IJr,NA Vl~l'A 5r:WAGE rUMP STATION rl ANS ~'fllYAl~LD BY GENERAL NOTES & TYPICAL DETAILS ROBERT HENDERSHOT ASSOCIATES, INC. CON'.'",lJI TIN!, ~,TRIJCTURAL [NGIN[I.I\~ 350 W, 9Tlt AVC., :'.;"f[. •()', l::iCONDIDO, CA. !l~()~f, PHONE (619) 489-1177 IAX (!.119) 4B!l· r,n~ l~~m. 2!l_or .• 71_.J DATE rRA~;~~ 7A / ( { [lo'.ISTING VAULT 8 s \, ' ,, s 1 1/2'' TltlCK FIBrnGLASS BAR GRATING PER SPEC- S[CTION 08110 ' ' 21'-lo" n I I ......... . I I• ----=--:-.:..:· __ -------..., - I 11 I - I 11 I -.. d I --, • -•• _ I 11 I • ..___. •. I 111 I I I ....... --....... NEW CONCRETE PUMP PADS, "Tfr' A9fo rsy:., I I I -... -...._ 517.E AND \.OCATION PF:R Mf:CH L I .--f.XISTING /";RATING -... -... , SUl'f-"Lll:.fl I 11 (-!:-~::-::.·r::.:·::Ei.···~----:: ;r~ ..._it -.....-... '-\ NEW CONCRETE AND EPOXY COATED FLOOR TO II 11: : cL - 1 .::::i.' I 1 .;}: ·. X' Ar:Hii::vE i.AoorFir.o ~1oofl sLoPi:: Pm Sfl£C I t;: f: I .,, SECTION 0'800 I 11 I / ,:-.-. ---~ I ' """'" NOT£ ' --"""' "''"'"GFLOOR SLOP£, 1YP I I I' V ~ ----, ' ' ,,,,., DSA,N \ \ c,,cm "", -v, Wff< co,c,m I I: I / ~~~--ir --C I "" "" 1\ ••--•••-i I/ i\\ 1 ;1:1• 1 i' \ \ ,6.E!A"-IDON f.lo'.ISTIN(, Fl OOR DRAIN I 11 sLuP1:. ·, x 6 x -~ 8 ~• fll).1ov1:: cx1snNG GRMC AND FILL I I k-_:_/:__~/~•~•,~1~•-•__:":,t_::_::_::_::_::_::_::_::.::..t--~-s_,oe_E__ WITI-1 LEAN CONCRETE, 4 PtAr.F.S f.}(IST DRAIN n ~ FRG ASS AF:AM -" I ,,./ SI.OPE . I ' I I --v4 • ' \:< 11 ---------~--+1-1 --------------i;..--,,.-' ~ I I :Y~i------,,_ __ "'" .... I: -<----------I ', _l j _,,, -'(s=t C. _ ---~---1-1 nornG½ BEAM S•OP£ : ___________ -_-_-___ J _~I \ . I EXIST ;,.,,?, -' ' ' , l I . 5[E NOTf. -1 Llt---;-----+----i--,jrt;:;t; 1/8";12" / i ~ ~, ·--· ·····1 ··1 r------\ ', REMOVE EXISTING FILL CONCRCT[ AND-- ', ;;fr\,. ,~ti,',: ti. ' I I ! I I I \ ' GRATING, IN THIS HATCHED ARCA ., m ' I L _ -LIJ .'.._ ~ ' \ ... \ .... ,,\ I -·,-·•---I I ' ' i1· o" _.---FXISTINC: WET WEU , . ..-(~_.,.-/ _ fiEMO\I[ EXISTING CONCRETE Sll;B --FOR NFW TRf.Nr,H r1RAIN IN THIS HAT!cH~'D AREA, sa~@' ~ S-8 t'.!zz:zzzzizzzzzzz~' I -1 / I, ... I '11 1 --, ,. NOTE· ;-. --+ I II \ mf.rt,"ii.,iEAf?.,i~m.~,i,.J 1 1 r::: = 7 1 11 1 \ \ , ,U:,i" STRUCTUML SIIAPES 0Y ' / I L --STAIR ACCESS I I ' EXISTING SUMP TO ;;~;;,;;-,-1//1 "0",so, "°' om """'AS1/ ' I I--_j ROOM (ABOVE) II I ' " Moomo-~/'. //'/ \ EXISTING PUMP ROOM / Ml)nlFY F'll!lTING !llJ~P AN[}_ l'ROVll.1::C NlW 1 1/2' IHIGK FIRf.RGI.A!l!l flAR GRATING l"f.R '.:;l'lt: :OlCIION Uti171.\ MODIFIED EXIST WET WELL :y .. 4" 7.'· 4" I ::l c5 \ I 0 I:;: ,_, rn ~ : b ' " ' ' ' • lo ' " j FIBERGLASS B[,l,M rm rLAN _:, __ RF.SURFACE AND COAT WALL AND ' f"L00R P[R SPCC-. 09800 ---:~-:: __ +-_ FXISTINC: WFT WELL CHANNEL ---~ ~~ MODIFIED EXIST WET WELL SECTION $CAI.Fa: 1/4" = 1'-0" s--2 "1. // :E~_] ii: . ·~ ~ "'t ' / I I-.. ~ I II I '•, t' ' " 1 1 t= = ::]_ [ _ ----7 1 II : •., . "'" DPA,N I I I II _ . / \ \ I I I I 11 I _ --· --,--, '-;:: :::1:l _--!--_::::::::::::::: :::'-=-::: ~ JLL_-_-_-_-_-_-_:_:-:_·.:..: --------'~-I PLAN SCALE: 1/4" -1' rf !::XISflNG WU WELL CHANNEL ·-,_,-·--··· J-· +-. t:l ~ 5: ~ ~ ti_ _I 7 'f -_____ J z OAP _t;Ez_X_l_;:I S~T~L Occ:_1W~E=--'-R-'--------'..P.:..:::cU~Mc..1..P__:._R=O~OM __ DEM 0 -'-~il i;::--·1 ----------'"'"'" sTaR 10 REMAIN .,_.,,"":Y ✓--E>'ST'NG '"T'NG TO Sf ,CMOVSO _;~n ✓--• EXISTING CONCRETE WET WELL ' c·:.:: _:·.;;J.1: / WAI 1.S ' .. :, I \ ,..-y~. / . CXISTI.N G fill CONCRETE r½~rn __ / / _ AFTF.R WET WELL WALLS WERie _,..;:;:.---ClUILT REMOVE ALL FILL CONCRETE, I !cCJN!cRFTf ANC:HCJRS, ANIJ IJCJWf.l.S. --~ i -----------EXISTING INLET DUCTS , .. _ ·-....----r I -, DENOTES EXISTING CONS'IHUCIION DENOTES NEW CONSTRUC:TION AF:IOVF GRAPHIC SCALE: 1/1'' = 1' . . . ~ o· 1· 7/' EXIST WET WELL SECTION SCALE: 1 / 4" ... 1 '-0" DATE PLAN SCALE, 1/4" -1' O"~ CMWD 92-402 CITY VISTA ' ,_,,-_NA VISl'A s·~·wA(;~ 1-'lJMP ::iTATION IMrROVEMENTS TO THE EXISTING LOWER PUMP ROOM PLAN REDUCED SCALE PRINT-ORIG. SCALE lo'''I "',I IN'cHes',I' f MARK ~ = rw·.:::,n r-w::·~··1 r-w=~·, I W-6 j 1:!QJ:f~i 'I L MASONRY WALL SCHEDULE VERT REINF l/!i o J.t' o.c. EACH FACE 1-:.. J.2" o.c. e CTR OF WAI.( ,., • Jt" o.c. 0 CTR OF WALL 1-:. o 16" o.c. EACH FM:E f~ • Hf /),(:, • CTI! OF Wit,,LL r O Ir" Q.(':. AT $01J11! FACE -' 0 ::Ot' O.C. it,,T OTHER FACE CELLS SHALL BE SOLID GROUTED. HORIZ REINF Ii O 24" D.C. El.CH FACE f4 • 2i" (),(., 0 CTR OF WALL I-!, 0 24" O.C. 0 CTR OF WALL U.N.O. IN DETAIL 24/S-1 '" 0 24" o.c. 0 CT!;i aF wil.l,l 14 0 24" O.C. 0 CTR OF WAI.(. f4 • H" O,C, ,-y E'.CH FACE WALL THICKNESS 12' .. .. ,,. $£[ MASONRY NOTES FOR ON SHFl:T S-1 FOR ADDITIONAL R[INFO~CINO A'r JAMBS, WALL ENDS. JOINTS, fLOOf.: & ROOF LINES, ANO TOP~ OF PARAPETS, 3, •- ALL MASONRY CONSHrnCIION REQUIRES CONTINUOU5 SP[CIAL INSPECTION !;il;f FRAMING Pt.AN ON SH[ET S-2 fOR r\DDITIONAL Rl:::INFORCINC AT MASONRY LINTELS O[LOW f'RtCAST PLANK DF:CK. l.iASONRY WALL REVISIONS REDUCED TOOLE:Cl SlkM"LiclC lA OR ENGINEER APPROVED £Q-UIVAI.F:NT l:IOTH SID[S BACKER ROOS MA-:!iONR'I' WALL @ '" -I MASONRY JOINT PC:'(,\ ~ It EXISTING VAULT ''I WAll. GRD Ell.A, ,Iii: PIERS ClJT FIRST BLOCK COURSE (t COLS ORO 1:11.i &: PIEffS l COLS ORO BM I AS REQ'D TO EFFECT SLOPE I ' . I . . (G:RADF. 6f.AM SLOf>fS DOWN) &. PIERS ¢ CRO BM .&i. Pll;R~ """>----------~'~1·-1~ 21'-0" ,A~--------'':c''::-<1''----------'-,---i'----------''"'''::-:c•" _____ --;, o, ~ I w~ " " I b' ~ ' " ' I ' -. • I ;, ~~ ' ~ ' ' ~ -- ~~--..I • G!U,DE BM ~ , • m -----------~ 0 ') ~ 07 " ti, _, ~ ~ AL. C8 lC 4.z=, < EL: !:1.730' • T,O, GRD BM D ,. ""' -------- [L; Q,7J0' T.O. GRD BM CONCRETE 51.Ae l:::L: 9.1.ID' T.O. l>AD OM 4" THICK SHOTCRETE SLAB W/ #3 0 16" O,C, E,W, IN CENTtR OF SIAB 10•-10" ' 3 TRl;Al;)!;i a 11;)" -2'-6" I 4 RIS[RS O 7" "' 2'-4" I ' I I I '~ --.. -~ ul \ .., .. - ALUMINU~ I n,---;};:-, SPACE POSTS At~, ' ' : \ \ ROOJ ,~1,1"..Jw_~c;,:c,i\ F..::..:..:.--'"'-'=='----'--'='-+ EL; 9,730' T:·i:;:· "CRD "'Bi.A STAIR TREADS & LANDING· ALUMINUM 8AR GRATING 1 1/2•~ J/lir MIN AAR !>17F:, SPAC[D 1 1/2" 0,C, ~A GAP WITH $P~Clf.:$ AT -1• O.C. MIN. f-'ROVIDI::: ,1,0RASIVE NOSING. TREAD SI IALL [!£ CAP BL£ OF C::ARRYING A rnN~fNTRATfD LOAD 0 -100 POUNDS. WALLS, GRD BM, &: PIERS 1€1'-{1' (c_ / .. -I I_ I EXIJ WET I WELL fil!&.W I I I I EXIST MOTOR SUPPORT~-~ -1~ =--7. CIJRB & OPENING, 4'-o" f:~ --. /·'1 I )( 4'-11' SQ., lYP I ''-.._ I '·•,, .... , , 'I' , , n ~ ,' I I I I ,-I I I lL' --~,J i .. I -~,,,..._ I ' --1-··---:: ~~ ~ -..........._ ~ I I I ' I ' ® ., -1 EXISTING WATERTIGHT DOOR NOTES: '- ,. J. ,. 6. THE CONTRACTOR SHALL VrnlfY ALL DIMENSIONS REQUIR[D fOR RECON-$1 i-:UGI ION PRIOR ro DEt.lOLITION. NOTIFY THE ENC:INF.F.R OF F.!.Ft.lf:NTS fJTHF:R SHOWN ON THe: DRAWIN(,S OR EXISTING IN nu: fHCLD WHICH WOULD f>RlGLUDI::: lHE CORRl:::CT Of-'l:::RATION:!i OF THE WATERTIGHT DOORS AFTER RECONCTRUCTION, REMOVE AND RDAIN )'HE: WAH.inlllH1 (J(lo~s AND ASSOClAil::0 HARIJWARI:'. ~OR RE .. ,INSTALLATION, REPLJ\CE ANY PARTS AND/CR CASKE:fS WHICH ARI:'. £11HlFI DAMAGl::D BY FltM-OVAI. OR WORN TO SUCH A D[GREE THAT TtlE WATERTIGHT INTc:GRITY IS GOMl"ROt.llSf:D. INCI.LJDF. THf fNTIRf: DOOR A5S!:t.ll:ILY IF REOl.JIRf.D, SUBMIT r.inAII Fl) :=;HOP DRAWIN(";S TO THE ENGIN[ER FOR R[Vl[W PRIOR TO R[-IN$1ALLAll0N Of' IHI:. WAllR'IIGHT DOORS. 4" n!ICK SHOTCRl1£ $lAEI W/ n _, 1a°' Q.C. f.W. IN C[NttR (CRAOI:. ~£AM SLOPlS DOWN) ,l,JT[R THE ENGINErn APPRCVl$ 'fH£ SHOP DRAWINGS AND M'1ER CONsr- RIJ~TION OF THE NEW FLOOD WALLS. HIE CONTRACTOR St1ALL RE-INSTALL YHl WAllf.:llGHr DOOR, INCLUDING THE EXISTING PIPE STRUT BFTWF:F.N THE TWO WALLS, or $l.,t,I) (SLOi:-£ Pl:.H l:ILbC Sl:'.CllON) ro I I '31" I 1111 I 141 FOUNDATION PLAN LEGEND: 122/22{ 1- --, , ' I I I I ' , , __ DDIOTrs !)(ISTlNO mtueTUM: DDIOT!:!i MASOHR'Y' vtAI.J. DtMOTt:!i N£w C:ONCRE'r( PAO Dr:MOTE:!i DRIL1.ED PltR PER® GRAP!~/C SCALE: 1 / 4" "' 1' ~ CMWD 92-402 O' 1' 3' f;' li' CITY CF VISTA IMPROVEMENTS TO TH£ BLJE:NA VISTA S~WAG£ PUMP SfA'flON PLANS PRFPARE!) tjy FOUNDATION PLAN ROBERT HENDERSHOT ASSOCIATES, INC. CONSUi TIN(: STRIJCTl.JRAL [NGINCERS 350 W. 9HI AVE., STE. •(l•, ~~GONIJIDO, CA. !J202~ P'HONE (611:1) 4€19-1177 ~AX (619) 489·,fi:'J.!:I DATE I I ( I ( ~ i'i c:, /J) /j u u -,: 0 z l':c /J) 8 REVISIONS 3 ,,. t J~\l~"r,Q r~b.,,_ _________ _.;_j_ ___ ~ ~ / -r;-: b ' • N ~4'-a" RAO E REDUCED SCAIE -Pl INT-ORIG. ::;L'JITE -.-<--,' /· ,.,,. . 2!1'-o" SLOPE PlANKS 1/8" 12" M.'.X THIS ARl:A FULi, WIDTH OF GENERATOR ROm,/"yQ W.INfAJN J" MINIMUM THICKNESS or CONCRETE TOPPING .. 16"-I!" NOTE! SEE ARCH'L FO~ W-'LL VENTILATOR l .. OCATIONS ,f---------------l-+l'::l:'°'~"IJ!/a'°' OPEN ENO "'""'"'-"' ·-" _.,_ '"l'M 1"'1Jil,ljf"l'.)'(.CK DOWN tOB0TT0M OF LINTE.L ,. 21"··2" , -, -.:: -r I I ' I ' ' EXIST BARREL ROOF @J __ ----- 1 l:".XISY EOUIPl.l[Nl ' I TO BE RE~OVf.D "~ r;::-----, I ' / ' " I / _'•' ' I::... .... - _\ 'I '::·:1, " • i9'-o" 1a· d' SLOPE PLANKS 11 ci ; fT FlJl.l w1rir~n)F"VFH1Cu:.· ,foi:if:"S,,,~,~c,rn,e~o;;,";;-------./~--------'-"'"'---------+--------..... """"·--------------------+-------___:,89'-o" D C BARREL ROOF/ FLOOR FRAMING NOTl'.:'.5; DENOTES EXISTING SWALE BELOW, EXISTING VAULT WALL BELOW ALSO DENOTf.5 f.l(l5TINC: OPF;NINCS AND PADS ON BARREL f.:OOF DENOTf.S f.l(l!5TINC: VA\JI.T WAL~ DENOTES EDGES or CONCRETE PLANKS Dl:'.NOl(~ CONSTRIJCTION BELOW DENOT[S MASONRY WALL P[R SCHEDULE ON SHEET $-3 1. FOR PLANK !,ND GIRDER SCHEDULE & Dl~RAM, Sf!:: SHEET S-I , 2. FOR MASONRY WALL SCHEDULE, SEE SHEET $-3 PLAN SCALE, 1/4" -1'-o" PLANS PRF.PARF.D BY ROBERT HENDERSHOT ASSOCIATES, INC. CONSUi.TiNG S,TRIJCTl)RAl. f}J(;INl:f.RS J~0 w. 91H AV£ .• s·1i::. ·o•, ESCONOIL.lO, (;t,,_ 112025 i>HONl:c (IS19) ~81:1-1177 f".'v< (tl111) ~81:1-tl235 LIITE K. ' ', I ,"', L::::' -- ~£.fl.!J ... LJ.P~PINGi, MIN. THICKNl:.S1 l" "T DRAIN, INCREASE roR SLOPE AS REQUIRED, ~AXIMl.JM C(INGRF:TE THICKNf!:,!:> ~HAI I NOT rxcr.rn 11 1 /z'. ::;ANO BLAST l::NTl~I:. SUf{~/IC£ PRIOR TO PROVIDING II 'SIMDIJR' 32 OR 'AAMATEC' l 10 BONf)INf; BRIDGE OVER THf. f.NTIRF ARFA. ADD SIKA Rm I AE'IF:l. TO TH[ CON CR~ 11:: !01-"l-"ING MIX. SEE St1EET A-2 GRAPHIC SCALE: 1/4" -l' ~ O' 1' 3' 6' 12' ,,,,_,.,. CMWD CITY CF VISTA A IMPROVEMENTS TO THE [3LJ[HA VISTA SEWAGE PUMP STATION IAl>P~OV!Il: ~Nll'>/;li51ij• Nor.;!'EC!O!>I: BARREL ROOF/ 2nd FLOOR FRA~INy1 PLAN .-/_/ A o-Ui , -· ·· .• , I I ~~- __ , ~, o;,T[ ~ltm _.'~~ ... ,Of. 1111'.1'?51.t.rn:D, 10.0.1? C:01.!~L!:lI~: 1 81-~~ 7 -• 3017A " I I 0-. b ' • ... ~ b ' " ' ' a .. 'l ~ -···. / A 1/. -, / " / . / _,__ & C.L-, I, , . -/ ~ / / ~ \ ~ -_. "/ ~ /.,\ ~ / '/ '.-,_. /o' ('. -_. ~ ( , • ~ I ,, ~ -, 10 ,_, ---., .. ------ , S-6 .... ___ .1. -----·· -,------ , . I ~ ~ J 'PA' ,-, GL~/8"X 6 1 2· le-'--• 1U' C \ JW 17 - ~ 1. • r, ,, ::1 Llz:z:±:z:r::c:z:zzz::::::n::zz:zz::rz:::z:z:zz:=z72iz:iz:z=(:'.l_l-+':=-=----1:::t,t·-H ---•· --I CONTR:ACTOR SIIAU .. :01:.T BFA~ ELEVATION SUCH THA~ ~OTf(lM OF HOOK CLEAR 1-11::ltJHT OF HOIST AS R[F!:.RENCf.f} IN TH( SP[ClflCATIONS IS 1-AET AS A MINIMUM. ~lJBMIT . ,, -----------1-··· ----~ .. ' --->------ !;LI ELEVATIQN TO Et,JGINLLR FOR APPROVAL @ 10 ,_, AUXILIARY VIEW E ROOF FRAMING PLAN DENOTES LXISTING CONSTRUCTION REDUCED SCALE PRINT-ORIG. SCALE 10"'1·,-,,,,1 "c~" kl'" rnT~rnr'1 '"•1 , ,_, 'l!..P ,, I/ A OVE ~ --1--- 'IYf>ICAl RQQf PIAP!il½Q,M:...._ 5/'5' STR!JCT 1 PLYWOOD SHtArHINO p2/11;i) W/ ~½~~~.ii.~% & CONT EDGE 10d D 12" O.C. FN BLOCK All [O(;!cS WITH FLAT :r1(4'S W/ 'l' CL~S. i'!"P 10 ,_, 1 @ ,_, ----- 'or'\ -cv ;; ' I;; ~ GL 5 /ff' ' l ' 1, SC' ~:Y a C • i ~-" ' '° '' 0 ~le, ',. ,, . ! I,..,, ~ <!ri' '--lj ~ j "'-d ~ -__ L_ . X612"4F-V4 . / ,. 1 3/1" , il.J'Bb_i --.-J I, Ii. 'Pl.2.5L-I, . ""' ~ /o' \!.-9 r--'--'--"-'- 'H 'I -...!. T ,H' OW) r -- ,. ,. I, ~ 7 b ' ~ '! " CL!~ l1t1 )( 2.:J 21F V4 C"" 1/! T---1-----"' -,-~ -'~ · .. 2 JOISTS D I .• o.c. L/ __ L I -'~T'~22.+, TYP U.N.0. 1-~Xl5 FLAT B1.K'(:, TYP 34" SQ_ v]..._,j__o~e;s:·o'./-7.,l.....!2'~"---Js~•~·-1-----11---n f7\ ~~1c .. ::~~--lr•~~N~ -·-··,_,1..._-,~,~, ~ V\-· -_--1---,,-,,-.. -_--II:-=---.. -.. ·..,• ,.·,,··,..-1:=--===r_· :_··_· _-J:::~~-1'--_ __w_--'b4·t WALL ;, t:;t· L'C'~ .I~ I~ I• /1,/,1:;C"'---ll-+-.... ----1---.\---------1,11 o, 4'-0"RAD L '-, ' , . , ·'t·--- AT RADIU51:D WALL, CUT RADIUS Ll:::DGER rROM 6X 11•s TWO PIF!cf. i..lAX TO MAK[ .r-CURVE, PROVIDE MIN 1 A.B.'S AT f.4,CH P1!:.CE, TYP HFRF: AND AT EL[CTRIGAL ROOM Hoof·. :----j ' I ' I I I ' I I I ' I EXISTING ~BARREL ROOF BE~OW I I I I I I ' I I I ' I ~ ' l~_ ,,,~_-" 1•-_11.• ----''~0_._~e~o_.,_i•-_, l'f.R~ TYP ()~ 4 -Rfr,INtJING ()~ HADIUS I I ' I I I ' \ 21·-2· ... ,.,_ -+~-21"·-a" iW-o" D (0 (s) " I' CMWD 92-402 SCALE, 1/4" -1'-c/' ~ z --. o· ,, _,. 1:!' CITY CF VISTA \ ' \ \ I I / I S-51 IMP~OVFMrNTS TO Tt7E DU[NA Vl~'fA SfWAG~: FUMr STATION PLANS 1-'l~LPARED BY ROBERT HENDERSHOT ASSOCIATES, INC. ROOF FRAMING PLAN CONSUi TING smLJCTURAL !:.NGINC~RS Jl'iO W, 9TII AVC., ::ill::. 'O', F:;,CONDIDO, CA. !li02:i PHONf. (€119) 481:1-11 // FA)( (€119) 11:18-1523!'> ISHOCI -~~-"" 71 I DATE i-,~17A l CONTINUOUS GUTTER PER ARCH'L f.:Ol.lf '.:;Hl:.A(HIN(; 7)( srn In RI K'f.------~ 'A'J~f CA OLOCK ·•··· 21<4 VERTICALS @ FA ,JOI'.;! W/ J-1Gd .JI FNn 2X1 CONT / ~ ·1 f:id C F !iOFFIT JOIST ON '/ ✓ 12 ,,_ >·,::;r.•-:,r.-.r-" 4 I .-_r.'%°-~.,,_-.r--RAFTFR PFR Pl AN W/ OIRDMOUTII NAIi m BRACKn f-'L~ I/lll'TCR ,-, -._ :})(13 !cONT NAIi FR If. wi5i J/1" ia X 12· ~ L NG t,G.'~, 1!11 ::W O.!c. ( ·. ON f'I.AIE) 2 ' ,~ (";ONT. C f' b ' :!X61,~ CONT LLl.lGlfl • W/ /8"~ A,El,'S 0 .12" o.c. 'U' !IGR --. __ CONCf\l l l MN>ONH'!' WI\LL Prn PLAN & SCll[[lULE 1'--10 7/~' ROOF OVERHANG FRAMING ROOF SHUlfHINC r1-,8g1~/:.~F.~ j1pr~_t' COIINTFRSINK 1" MAX 1~" MIN, ~ 1/2'' MAX, STACO. lYP 1-----.... --,..., ... ,;<,.- 2-NS CONT IN EIOND EIFAI.A ··I.JI(," 30" roR SLOPE OR PROVIDE SLOf'lO o!l.lNl.l 8UIM '-......___ CONCRCTE 1-.lASONRY \YAl L ""7:'ER PLAN & 5CHl::[llJl.f. TOP OE SI OPED WAI I / / MASONRY WALL ____ f"Efl f-'LJ\N -~----~ -2 .. --11-:, CONI IN .!ON~ LAf'' 30" FOR SI OPF OR --._____ Pr\OVl(l[ SLOPCD MND flfAM ~xe #1 CONT, LEDGER W/ J/4" l.llA A.o!.'::i 0, ' 32" 0,C,. TYP, U.N.1'1. · ~ (;ONCfKTC MASON!"(Y WALL rER rLAN & !:,!cHFnl)I f SEISMIC WALL TIES orrs Fl.AT STRAPS OVER .K'!i usr 801JN[}ARY NAIi.iNG PL 1t, GIi ST[[L CONNECTOR---W/ 3-8d )( 1 1/2" AT !'",Im: & f:i Rel AT ROllOM flANGI:. Dl~TRIEll)Tf AS !iHOWN Q ---- Q (";I.fl PER PLAN 7·-11~ x 4lf Ii:. LlN 'CCO' 1 1 /2" DRYl'ACK PROVIDE ,3-lf5 VERT __ ,/ UND[R C:llJ .. l.AM BEAM (1 PCR CELL) 'L' CLR rr lt.1\2 X 7 1/t X l l" W/ i-3/1" ia X 6" LONG NFI !iON !'ilUDS 1 1 8'' r 1 1/2" TYPICAL NAIL BRACKET RIDGE BEAM SUPPORT CONCRF:rF MA!iONRY WALL ----PlcR PLAN &. SCHLl.luu: 'PAT23 AT 4'-0" O,C, (4" EMl:!lU) ROOF SHEATHING ,JOIST Plfl f'LA W/ 'LO' IIGRS (USE 'WNr' HG AT nRI. JOISTS) L..1-----'------------a 2-15 CONT IN Rf!Nn Rf:"AM LAP ,3(.1' roI~ SLOPE OR PROVIDE SLOf-'ll.l ClOND OCAM ~----4x6 H1 I.EOC:FR W/ 3/4" DIA, A.R.'k Ill-.12" O.C. NOH'.: JOISTS SHALL HAVE PLUMB CUT ENDS TO ACCOMI.AQ[)ATF ROOF SI.OPES. 2-/15 CONT IN BOND 81:.AM LAP' J(J' FOR S\.OPF OR f"flOVIDE SLOP[[! DOND BEAM SEISMIC ROOF TIE AT WALL TYPICAL LEDGER AT WALL 'ST''J'J !::TRAP OVCR $ilCATIIING ~~ ,JOl!iTS C 1 f!," O.C. 'L!:ilA'12 STRAP OVfR !'",HFATHING ROOF SHEATHING 4x1 OLk'G USl 8tJUNLlAR'I' NAILING l,tA~f!NRY WAI.L _______ PER PLAN OFFS ClAT --.... _________ --.... __ 2-15 CONT IN BOND RFAM IAP .5()" fOR SLOPE OR P!"(OVIOE SLOPED fJQNn RFAM '"/,, CONT LlDCl:.R -W/ /4 DIA. A fl 'S 11t .3:l" oC, IYP UNO, ___ CONCRlll:: M/1'.:;0Nl~Y WALL PL~ PLAN & SCtiEDULE SEISMIC WALL TIES S'IRAf"S ovrn K'G I rLAN vIr.w [ 6~4 BLK'G IJ:5f ROlJNnAHY NAII..INCl 2x JOISTS O 16" Q.C, 'LSTA'l:I STRAP OVER SHl:.AIHING 4x4 BLK'G lJSC OOUN RY NAILING REDUCED SCALE PR INT-ORIG. SCALE lo"' I'' "ii 1Nc~es 21' ,·1" ',I'~ --+E-,: //' S···I\ILLH UONI) RFAM /16 X s•-o" LONG DRA(;---._ ~AR FMRmnrn IN 101-" ~-- 1:lONL\ .!LAM I f-'LAN VIEW l /r5 X 413" I ONC:, _...--l.i:. ON DflAG 81\R ,/ GLB DRAG TO WALL GLB DRAG TO WALL SHl:Jl[HING PER PLAN, TOI' FA!cE OF MASONRY OEYOND :!X CONT SOLID E!l.K'G--·-·---..._--....._ __ _ J 'fO MATCH R:AF'T.ER!5 RFYl'1Nn ·•"''1 BN -==-~•-=-'~~ <-\ PCR PLAN 'A'34 AT CA JST _____ , 'A'.1f1 AT F.A BLK !iHF;ATHINC PER PL.A flF.AM f'lfl f'LAN CONT CANT !::TRIP -------- JSTS PfR Pl AN 3/4"ia A,B, ~ .11' o.c::. (MIN .1) WIN("; WAIi.' 1'--10 7/ff 4XCi CONT LCDGCR 3X8 CONT NAIi FR W/ V4"il X 1i" L◊NG A8 'S '111 .1:t' o.c. 2-{j":J CONf. ·-<-----2X8 f2 CONT LEDGER W/ f,/R"III A.R.'S ~ J2" D.C. ---~---!cONCRFTE MASDNfl'!' W LL PFR Pl.AN &. '.:;CHEDUL ROOF OFFSET ROOF OVERHANG AT END -------- / CONCRETE MASONRY WAI.I __..---· --· rER Pl AN & SCHEDULl 'PN23 smAP OV~R !:iHlAIHING 'ST'6224 STRAI' OVER SHl:.AIHING 'M!iT'4R SlRAP QVFR !'",HC'AIHINC ·---------~--- -~------<-::-:-..___ 2-/15 CONT IN BOND f:IFAtt<, LAP .3D" f LlR $LOP[ 01"( ._., PROVlnF. 51.0f"ll.l l:!OND Ou\M 4:,'.i; 1,1 CONT. I FnC:ER W/ /4" DIA MO? A.fl.''.:, ft-.52" D.C., l'r"~', U.N.0. • CONCRETE M/1.'.:;0NHY WALL 1-"LI~ PLAN & ~;Cl!EDUl.E /i ROOf '.:;HLAi'HING ·--. .!. j ,.---11 7 ~... I /~ ...... _ 4~Ci H.111 l.lLK"G PU\ PLAN lJSF. BOUNDARY Nl\II.ING ~ RI K'C: NOrC: . SF.E l'I_AN VIFW GN nF.TAII. 12/S-.. t; fOI! SIMILA!\ ::-mAP I.AY!)l,IT SEISMIC WALL TIES PLANS r~1m-'Al~Ul IJY ROBERT HENDERSHOT ASSOCIATES, INC. CONSULTING SIHUCTURAL ENGIN[[["IS 350 W, l;ITH __ P,U:~-,-j<;TF. 'O', f.SCtJNl.lll.ltJ, CA. l::!2025 PHONE (i;t,1;1')" !(--1177 +-AX (ti11::l) ~l:!l::l-6235 _,;itJ1t :_.c: ... __ ~>-f-. ?..J' DATF. CMWD 92-402 CITY OF VISTA IMFfiOVCMENTS TO Tl-If. flllt'.NA ·v1s1A Si·.WAC[ F•UMP STATION STRUCTURAL DETAILS . ··' .. "'.,,."R~"J"'--"'tc~>i'>·OIC>, 11 ~mr -~.!_ Of _J r,,.T[ ~TAll'TtO ni-.it OO~~LE1t0 ( DBL El(V!:'.L "IOP Jt W/ 16d O 6" O.C., STAGG, ... RAFTfR f"FR l"t ·-2 'ROWS BN 'RR' RIDGE. CONNECTOR ROOF SHEAIHING HN I l PER PLJ\N -....._ flllJG~ El£AM P[R PLIIN RAFTERS AT RIDGE BEAM POST PF:R Pl.AN 2X4 SILL It _______ Wl:.DG!:'. '.,HIM AFAM Pf:R Pl.AN__.---/__..--~- CLERESTORY POST CONCRFTF. MASONRY WALL __ PER PLAN & SCHl:.lJUL!:'. ,.. ADD'L 2-f:, 7 ----, 2-115 CONT CONCRCTE TOPPING PER PlAN ...... ~ ............... 000000 PRl::SIRI:.:::: LU HOLLOW CORE CONCRETE !'LANK BY PRFr:A~T C:O < CONCR[TF: PRF!:;TRF!iSFrl /Jlrll.11:.rl t:!Y PHLC/1'.:iT CO LINE OF Cl.Al) I IN'lf.'I.. elf.YON() 11" ' 2" CLR FOR COLUMN REINF AND REI.A TED IT[MS !>FF~ \f:-jJ --@ CONCRETE COLUMN AT GIRDER u 0 SNGL. 8EV~L YOP ft W/ 16d O 6" O,C,. ~TAC;G. 'U' IIANGCR-· " 2 ROWS !:IN -•Hf.:• RIDGE CONNECTOR '-H1DGE DCAM PCR PLAN RIDGE BEAM AT CLERESTORY ROOF SHF:ATHINO 2X SOLID DLK'G JOIST RAFTER PER PLAN W/ 'U' liGRS r ~TORF.FRONT ~CR ARCll'L '" -------- FACE OF 4X 1:31:cAM ----- BASE OF CLERESTORY 4-115 X 10'-0" OVER Glr-ibCR @ 2 1/2" O,C, C:FNTF.R ON COLUMN ... ., ... J-IJ TICS O 1 ½" O,C, GIRDER AT COLUMN 2-+" DIAMETER Cf"!NCRf:TE COLUMN PCR~ '02) I PLAN -vil:w) \" CLR iX4 '.o'ftJDS 0 16'' O,C, BEYOND 2X4 SILL If_ W/ ll'ld @ ff O.C. '~ --BEAM Pt 'LA" BEYOND -----4 16d ER ELK 4' r;J' It. RIDGE CONCRETE TOPPING PE"R Pl AN -PRESTRESS D HOLLOW CORF. CONCRETE LANK EIY PR[CAST CO, if.V4 X I'· !I" SQ W/ J" ~ HOLE IN CE TER PRESTRl::SSEO CONCRETE GIRD[R BY rRECAST CO, ·· -+-NS )( 18" LONG DOWFl,!'i 24" I CONCHb:T£ COLUMN PER(io\ ~ · POSITION VfRTl!cAI. R~INF OF COLUMN suc11 TIIAT ONE BAR IS ON O\IT!'",ll".IF OF HORIZ WALL REINF )\ WALL CROUT: USE SIKAl)U~ J2 OR ARMATEC 110 BON[lfR FlRIDGF, TO COi IJl.1N PRIOR 10 1-'LAc.':IN(, (;ROUT CONCRETE COLUMN TO WALL BF.AM Pl:.R PLAN _/ CLEFIES'IO~Y WINDOWS -----F'ER MFR, rosr EIEYOND - 4'-9'' ~FF ~OR FRAMINO BE.LOW ~ CLERESTORY RIDGE F:XTENO Vtl-ff EIAR TO MATClt & LAP UPl"(R RAR 2-f-::. CONT HANDPACK X2~JT W/ --------....... _ 2 ·-/l'j CONT IN MND BM CONCf?l ll. MASONRY WALL PER PLAN & SCHEDULE ,.. HJ ill 115' O.C. r- CONCRETE TOPPING PER PLAN ·tm ··-------' --' ~------------- • / PIKSTRCSSED HOLLOW CORE CONCRF:TF Pl ANK l:3Y PRl:.CAS! CO. 1/8" Tl IK X 3" WIDE 'KOROI.ATH' BRO S'Tf.:IPS FLOOR DECK TO WALL CONCRETE MAS0Nfrr WALL _.,...,.-P~~ PLAN &: SCHEDULE IJOWELS 1'0 l.1A'11'.::H AND LAP -WALL REINFORCING -AI_T[RNATf; OIRFCTION J ,.. ;:r.(!.CL!.13.B EL~V • 2/.J8' ~~~-KLJ~-L CONCRFTf. TOPPIN□ PER PLAN 0000000000 ADD'L I-lo.INF PER PLAN PRESTRESSED I10LLOW CORE CONCRF.TF: Pl ANK BY PRECAS't CO. 2-N5 CON ,JOl!'iT RAFTERS PER PLAN l /X' C-DX PL WOOD-· W/ l:',,j 1'1-II" o.c. EN 2)( BLK'G D 15" O.t:: W/ 2-10d EA SIDE EA fND ·-2···2)(4 CONT TOP It. ----------2)(4 SfulJS VI 11r O.C. SIDE OF CLERESTORY @ EXTCND VERT BAR TO MATCH ,I.: I.AP LJPPl:.f.: BAR 2-#5 CONT·--,,______ HANDPACK VOID!'i W/ Gr(OUT 2-#5 CONT , .. , .. \ IN AONr".I BM ~C' CONCRETE MASONRY WAI I PER PLAN ~ !>CHFDIII le 18" ·-f3 o 1i:;" ru:. I -CONCRF.Tf. TOPPING Pf.1-l Pl.AN oooog · PRESTRl:!'",!>Fn HOI I.OW CORE CONCRl:.I1:. PLANK DY Pr<ECAST CO, -1 /R" THK )( -~• WIIJE 'KOROLA'flf Of/G STf"(lf'S FLOOR DECK TO WALL / ... CONCRETE MASONRY WALL PER PLAN & SCHECll.H.1:: DOWELS TO MATCl1 ANO LAP or-WALL R(INFORCINC · ALTERNATE DIRl:.CllON_,_.l .~ CONCRETE TOPPING PER Pl.AN PRESTRESSE.D HOLL{)W coric CONCRETE 1'1.ANK 1:1Y PRfTA!';T co. ......___ 1 /8" '!HK X J" WIDE ~ ~ 'KOROLATlf BRG ~.TRll'S fJ D 16" o.c. n PRF.STRFSSfO C::ONCRF:TE CIRDER BY PRl::CA!:il CO. l /2" C-DX PLWOOD--...._, W/ 8d @ 6" O,C. f:N , BN ROOf" SI IEATHING f3FAM l:.R PLAN "31::AM Lil PLAN W/ 'H '48 EA END -'---+----, POST AT CLERESTORY -~,., " l ----------.. 2-15 CONT ,.~,,, 11;" o.c. n Cf!N(':RFTE TOPPING Pl::.R PLAN '7: ---------------~~ f'RCSTRESSED I-IOI.I.OW C::ORF. CONCRETE PLANK !:l'r' PR[CAST CO, ·· 1 /8" THK )( .1• WIDE 'KtJl-lOLATH' or~G STRIPS ----PRf:STRicS:01::.D CONCf!CTE GIRDER DY PRECAST CO, FLOOR DECK TO GIRDER StJNl~Y WALL AOOV[ · RE OCCURS PE~ '-<.]) ··r· .. -· I I Af:YONn~ ·•· 2 .. f5 CONT f1 411 16' o.C. GONCfl£T. OPPING PER PLAN PRESTR SSED HOU .. OW C::ORF. CONCRI:. l Pl/INK BY PREC,O,ST CO, 1/f'/' T K )( .1" WIDE 'KORO 11' ORG STRIPS --, PR R SSF[} C::ONCRHF. GIHDE'.~ AY f' . ::ii' to. WALL OVER FLOOR DECK FLOOR DECK TO GIRDER CONCRETE COLUMN 24"111 CA!';T ·IN···PLACE CONCRl::'11:C COLUMN ( l'c u ~.ooo PSI ) REINFORCED WITH -!:l-H10 VF:RTICAL AARS &. H:i ·111:.s u a" o.c. fOR IOF' & OOT 36" Of" (':OI IJl.11-J: H-J TIFS Ill ·1 R" O.C. FOR Rf:MAINl.11::R AnD 1 · HJ m:s IN l'OI-' ';," ()f' GOLUMN PLANS Pl~U-'/\1,n.L'l IW ROBERT HENDERSHOT ASSOCIATES, INC. CONSlJL1"ING smUCTUfl:AL [NGIN[[f"IS 1;/0 W. !JTH AVE., S'II:.. 'tJ', l'.:iCONl.lll.ll.l, GIi !:l2(J~5 PHONE (619)_ .. d-~:. iJ l'IIX (61'::l) ~e,\\:l-i:;235 CMWD 92-402 CITY OF VISTA IMf'H(JVfM~Ni'S i'(l l"HF. f:!lJ[NA VISTA S[WAG[ ruMr STATION STRUCTURAL DETAILS A.OP~ovco~- DIRCCT~R or , .. \>Alt, ~)Al<lm, t'il:'rf' r.~~Pil"l't'D; REDUCED SCALE PRINT-ORIG. SCALE !o'"1 "",T',~bHEs ,I" 1 ' ·,l""Trrr:;! J-15 CONi 00000 fJ D 1!' O.C. 18" I (~LTERNATE I DIRECTION) CONCRETE TOPPIN(; PCR f.'L>.N 00000 PRF.STRF.SSF.D HOLi.OW CORF, CONCRETE fl-LANK BY PRECAST CO. 1 /f!!." THK X J" WIDI: 'Kor<OL-'ITH' ~RG STRIPS ---.... __ CONCRl:.TE MASONRY WALL PER PlAN & SCI 1[(llJLE F.XTF.NO VF,RT aAR TO MA.TCH &: LAP UPPER BAR HANDPACK VOIDS W/ ~ (;RQ(JT 2-#=i CONT IN MND EIM CONCRE;TE t.AASO"-IRY WAU. f>lA Pl.AN &: SCHEDULE 18" #J D 16" o.c. I cii~~~~~) CONCRETE TOPfl-lNC PER fl-l.AN PRfSTRESSf.[) HQI I.OW CQRf,; CONCR!:.'I £ PLANK EIY PRECI\ST CO. 1/R'' THK X ~• WIOF, 'KOROLAIH' l:lf.:(; SIRIPS CONCRETE MASONRY WALL 1-'LR fl-L-'IN &: SCHEDULE EXISTING 15 DOWEL D 1-r O.C. EXISTING CONCRETE VAULT WALL CAST-IN-PLACE GONCRETI; SLAB A"-1(} R[INFORCING Pf.R Pl.AN f5 DOW~ 0 24' O.C. lAP W" (OR WIOTH OF (;AP WHICHEVER IS LESS) DRILL 7 /r;f' d X / DEEP HOLE, ~ET DOWEL IN EPOXY !;:RQIJT 'SIKADUR' 32 HI -MOD l:IY 'SIKA OR APPROVED EQIJIVAI f.NT ADO'L CONCRETE TOPPING TO IAO(}IFY FXIST SI OPF SEE PLAN < ~ ~ --I I ~ SANDEil.AST AND PRO\/IDE I SIKA.DUR .J2 OR ARW.T[C 11 0 BONOING l:IRIOG!:. Oil! ArrROVED [Ql)IVALfNT .L_, jc _ _r-....__[)(1STING CONCRCTE VAULT WAIL DOUBLE PLANK BEARING AT WALL® DOUBLE PLANK BEARING AT PARAPET REMOVAL AT EXIST. VAULT® NEW DECK TO EXIST WALL CONCRETE MASONRY WALL-~ PF:R Pl AN &'. S{:HfDUI.E , .. l IJ O 16" O.C. CONCRCTE TOPPING PER PLAN fl-R[STRESSED HOLLOW CORE CONCRETE l"lANI< BY rRECAST CO, 1/8" Tl!K X J" WIDE 'KOROI.ATH' BRC STRIPS CONCr<ETE MASONRY WALL·--~ PF.R Pl AN & SCHFrJIJl F FRY RfC:l.f,T ~ws 11n CAULK J. EXTEND VERT BAR 10 MAlCH &. LAP Ul""PER OAR 2--15 CONT HANOPACK VOIDS W/ GROUT 2-#5 CONT IN BOND BM -.---£Xfl:'.NI) Vl::R"11CAI. BAR TO ~ATCH & LAP UPPER 8AR FOR ITFNS NOT SHOWN OR N01£1), SE[~ \cY EXTEND VERT BAR TO MATCH &. LAP ----. UPPER DAR, TYP 2-f5 CONf ¼" JOINT W.T'I, 'c" ~1E1::Jr-~tR A,>s,~c~' ,, ) 6" THICI< CONCRETE - SWAL!:. W/ J-#4 CO\N~l--1"\s-~~IHI::: '4-f3 CO T ·-....... _,_ f-1 IAT~R I. D ta" O.C. (BEND IJr INTO CIJRB) !:.(.JG£ 0~ lK,\CK Lt.tl:IW ,.. ~ ~g~c~s~ ~~~~~bu1:LL ,,. fJ D 16" o.c. I CONCRl::1'!'. YOP~ING PER Pl.AN PHl:.!:ill-l($::;ED HOLLOW CORE C(}Nf;Rl:TF:" PIA"-111'. BY PRECAST CO. 1 /f!' THK X 'S' WIDE 'KOROLATl-1' BRG !';TRIPS CONCRETE SWALE AT END WALL (;Alf TRACK f.M!ifD i-'!:.H AHCH'L TRENCH DRAIN PER CIVIL DRIVEWAY ,,. ,· FACE OF MASONRY WALL' BELOW UPPER ijAR 2 ·•#~ CONT 18" --~-f3 D 1 5" o.c. I ~ HS CONT CONCH£'1E W.$0NR'f Will Pl:.1-t PLAN & SCHEDULE DOWELS TD MATCH AND --LAP WALL REINFORCING --- DHILL I /'I!: \I X rt D!:.£f> liOLE, SIT DOWEL IN EPOXY --CROUT 'SIKADUR' 32 Hl·-MOD BY 'SIKA' OR APPROVED [Ql)IVAI.ENT -ADDITIONAL CONCRETE TOPPING TO ~-l·_~D~r:~:~'-s.~~-Pi::, SEE:: PLAN SAWC"1 I l11 L, EXISTING CONCRETE VAULT WALL I I ! l~IEijlQEt ' ' '' ', CONCRETE MASONRY WALL PER Pl.AN & SCHEDULE l)OW[LS iO MATCH AND lAP WALL REINFORCING MILL l/~ ,i XI:(' Dlclfl' HOLE, $ET DOWEL IN f.POXY CROUT 'SIKADUR' .52 HI-MOD BY 'SIKA' OR APPROVCD FQlJIVAI ENT <>CllillOR r;A0Dl1IONAL C. 0NCf<tJ£ lol-'PING lo MODIFY EXIST SLOPE, SEE Pl.AN = .. : ....... [ i:::x1sl CONCR£f[ DECK~ ,I NEW WALL AT EXISTING VAULT NEW WALL ATTACHMENT 2-1~ CON'f IN MND BM _,,.-ROOF SHF.ATHINC PER Pl,AN J±E:~·-•~"'''";, 3X8 CONT TOP' P'lATE W/ 3/4" d A.f.l.'!'; 0 J2" 0-C, COUNTl::RSINK l" Ml>X f4 D 1-r' O.C., E'..W. CONCRETE TOPPING PER P'LAN CONCRETE MASONRY WALL PLR Pl..AN & SCHEDULE ,,. 7 f3 D lb O.C. CONCRE"IE TOPPING PER PLAN PRESTRf.SSED HOLLOW CORI: -CONCRHE PLANK BY PRl::CAST CO. 1/13" THK X .f WIDI: 'KOf.:OlA'l'H' l:IRG SlRIPS CONCRF:"IE MASONRY WALL Plf.: f'lAN &: SCHLDUL!:: 2-f5 CONT ···-- CO~PRESSIBLE FOAM BACKING TYPE '2M' JEHi[ STRl,JCTURAI. JOINT SEALING SYSTEM OFFSET FLOOR FDCE OF ~CTRICAL_____..J l-'I\N£L ct 4:.lA ONLY I ' ' THICKENED SLAB AT CENER.6.TOR ' ' ' ' l,j D 1 ~ O.C., l::.W., T'!'P : a ~ TOPPINO c 2-#5 CONT IN BONP AM ------..,.----··-----......,..,.--------"---~--------------.........----·------.,.,.-----7·-~ ~ z ,, ' " COI.APR[S516LE ' FOAM BACKING / T"fPE '2M' JEENE STRUCTURAL JOIN( SUILIN(; SYSf(M OFFSET FLOOR AL JOINT PF.R ~.,- \8) CONCRl::TI:: MASONRY WALi. PER PLI\N & SCIILOUL!:. (STOP C:ROLJT POIIR t [![LOW iOP OF WALL ~OH C.I.P. SIAR KFY) lAN[)ING GRATING PLR PLAN I . 12" 12" .. 3 0 16 O,C, 7_J W/ CROUT PRFSTRESSED HOLLOW CORE CONCRCTE PLANK BY PRECAST CO, 1/R" THK X .1" WIDE 'KOHOLA!H' 1:11-l(; SHIIPS GONCRF.'TF t.tASO"-IRY WALL P!:.R PLAN &. !:iCHl:.DUL[ ,., .... ~wc~rl~ :1i~rou!~1-L ,3 ai 1s· o.c. L ,,. CONCRl:.l'I:. (OPPINO f>l:.fl: ~lAN 00000 -PRESTRESSED HOLLOW CORE CONCRETE PLANK BY PRECAST CO. CHANNEL DRAIN AT DRIVEWAY @ NON-BEARING WALL @ '--< 1:!RACE PER(5i\ ~ '-~ "",' ,4 X -+ X .5 X .+.,41 AL .. ANGI F. P(l!>T Al I FOlJR CORNERS Of LANDING rlASTER AL BASE i.1/2 X 6" X 7 1/2" W/ J/4" , ,i X ,4 J/~" EM8ED Hll,TI STAINI fSS STf.f."L Wl-'i:c Jl)-4 KWIK l:IOLT II OVF.R 1 I /7." NON SHRINI( GROUT .+" WIDE TRENCH DRAIN BY POLYDRAIN SYSTEM \ABT, INC) W/ .6:1:: SLOPE AND Di,JCTll.f. RON INLAY (:RATE, 4" Ml\}( STARTING DErTH Pf.:OVIUL UOND i:lf-lll)(;I:. USING 'SIKADUR' 32 T ~ST SURFACE J VAAIES W/ DEPTI-1 --., DLIE TO ~LOf>E \ ,· ' .. F;Xl!:l,T FLOOR Sl,Al;I I \ ~[tc SLOPED CONCRETE LR SlA0 PER PL-'IN 1 . -.. ···--···-·"'" .. ""'" ~ ~ ' 4• WIDE TRENCH DRAIN EIY'j:::::.:: SYSTEM (ABT, INC) W/.6j>i LOrE AND DUCllL~ IRON INlAY Gf!.\.'l'E, •• l.1AX STARTING DEPTH PROVIDE BOND BRIDGE lJSI G 'SIKADUR' 32 AT l::XIST SU AC!c • VAlflt?t Wli l!lll"lH ~ ~ { ~ ~ NEW SLOPED CONCRETE ~ Fl.Q(}R SI.All: PF.R Pt/IN I t ,_ [o o o o o 0110 o o o o o o 01 o 0 ,. ·~-l f'i"~mt~J~ & r----,A ___ _ ~----'...._.-~-__ /-, ·--__ .. -"-._ ____ .,. ___ ,/ TYPICAL THICKENED CONCRETE EQUIPMENT SLAB REVISIONS EXTCND VERT BAR TO MATCH & LAP UPPER BAA' 2-f5 CONT 1-!ANDPAC)( VOIDS W/ GROUT 2-15 CONT IN BOND BM PLASl£R CAST-IN-PLACE CONCRETE SLAB AND REINFORCING PER Pl.AN ~Q" (OR WIDTH OF ~ lo WHICHEVER IS LESS) I r!!. OWi. D 24• o.C. ADDITIONAL CONCRITE LTOPPINC TO MODlf°Y :XIST SLOPE, S[[ P~ 2-fS CONT IN BONO BM CONCR!:.f~ MASON~Y Wlli PER PlAN & SCHEDULE (STOP CROUT POUR 'r' BELOW TOP OF WALL F"OR C,I.P. SI.AR KF:Y) 000 13 o 16' o,c,1 I,:.::::. 11" {':'. ro' ;':'~ IMPROV[MENTS TO Tit[ llUENA VISTA SEWAGE PUMP STATION · TOPf"ING STAIR LANDING AT BLDG SEPARATION@ s 2-#5 CONT T & B ~----· ----+-,u-,-,-,-,-Bc-'N_0_£-,,~IST FLOOR SlAB R:Ea.AR AS SHOWN TRENCH DRAIN REDUCED SCALE PRINT-ORIG. SCALE lo"'T"""jffi'c'il,,T,I' ·2-I~ CONf '.! /Ji_' e ~: CUT ANO B!:'.ND l::XIST rt.001-i SLAB REBAR: AS SHOWN TRENCH DRAIN PLANS ~'lttJ'A~tD t3Y STRUCTURAL DETAILS ROBERT HENDERSHOT ASSOCIATES, INC. CONSl)I TING STRIJCTlJRAI. [NGINf[RS 350 W, 9TH AVE., STE. '0'. ESCONDIDO, C!,. !:li02tl PHONE ;z::[~-r~ (;;:-H;~ DATE •• j•--~:, __ ,,_ 2-3/4"\l' X 4 J/4·' HILTI 'KWIK .. ·801.T 11' S.S. TYP[ 304 CIICI I Cl IANNEL INTO r.0Nr.Rl:Tf., CTR IN CHANNEL ~ Fjf.t-lT AL lf.5/16 X J" X 7 1'2" 7. X ~• LONG W/ 2···.V4" !ii S.!i .. ~ BOLTS AT [N[I or tAc1I STRING- '-' l::fl, lYP 4 PI.ACFS ' ., CHANNFI PFR Pl AN 1 1/t' m STAIR LANDING PLAN l:lf"NT AL, lf.5/115 X :5" X 7 1'2'' X 4" LONC W/ 2 · -'/4" If) s.:=;. DOLTS AT CNb OF [/\CH S1H1NG- FR, TYP 4 Pl A!cF!'", 4-.~(4"0 X 4 V4" l::M8f.D / IIILT "KWIK-00LI II' '..-.::::. ~' TYPF .~04 Cl/RVF8 CHAI\JNEL INTO CON(:.I\L 10:, l:.IJUALLY Sl'ACF.D C[NTCR IN l.,;IIANN~L STAIR LANDING PLAN STAIR OCNT Al. lt5/1ti X 3" X 7 1'1",_ X 4" IGN!i W/ ? V4" ,t, 5-S, OOLTS /If L:ND 01· Li\Ci, ::ilfllNG- ZFR, TYP 4 Pl ACFS " CAP ? V4"0 X 4 .3/4" [MEtED HILII 'KWIK-BOI.T II' S.S. TYrc 304 CACII CIIANN[L INTO GONCRETE AL.CHANNEi. P~'.R Pl AN 3' 6" LANDING PLAN ' < 6" c,...~-fTYr 3/16 '.:i'I HINGLI~ PL~ PLAN 0--d---(TYP :.; I fllNCHl PFR Pl AN 1111.. SlfllNG~!-l Pl::R Pl.AN ' ' ' ' ' ' ~l TYPATAII. ~ r◊l.lR SIDl:; ANCI.F: POST LACH GOHNF:R f>[R@ l 2"-o" -------- "' 8£,1 ,,1, , J" ~;: ' -» / ' ,. ' / /C-2.SJ,~ LADDER AT WALL COPE LEG AT CROSSING fi SEE DETAIL @' mR ITFMS S-8 NOi ::::HOWN 0~ NOTED 4 X 4 X ,5 X 4,41 ,., Al,. ANG\.E POST; AI.L 4 CORNErlS OF I.ANDING AL. ANGLE Br~ACE: -----4 X 4 X 4.41 J/4" ii M.EI. AY EACl1 END, TYP STAIR PLATFORM BRACING :J" )( 3/8" AL. r· LA'I ~~=====ll,-------LADOl:.R HAILS 7"111 ALLOY 06:i-l:i ll===='S.C=IV---:A~}-1"° ./ RUNC]S VOID LADDER AT BASE AL. BENT lt.1/4 X 3" WIDE CONCRETE SLAEl 4" [MOCD (IYI'~ "' -~ --;$' X 3/S" Al.. FIAT BAR _...,..,...... LA.DDCR RAILS FLAT BAR ··r· ... I 1•111 ALLOY 6063-TJ BAR I.ADllf'.R RUNGS @ 12" O.C STAIR LANDING rm 2-J/ff'lll STAINI F.SS --· ::'illlL M.i:>.'::'i lYF \----n..-f/H( I I ' ' ' ' ' ' ' ' mp~ C,M,l/, A1~~10Nl,Y WALL TREAD rER ARClfl ., OMII AT0~~0NLY J/4" Ill STAINLESS ST[[L SI FF'Vf ANr.HOR (!:",/8" 0 WITH 2 1/'.l' MIN l:.Ml:I..O) / '---AL, BENT lt.1/4 X J" 1 1/2"¢ Al IJMINIJ HANDl~AI SCIKDULE PIPf _-,~~----- ', 12" ~ ,. l 1' STRIN!,FR nil f:'LJ\N LADDER AT WALL STAIR AT BASE 1DP DE SIAIR CHANNEL PER 46 ::;-!) STI\IR TREAD PER f>l.AN ---~ 12' sm1NG[R Pff< PLAN---~ STAIR AT LANDING J" X 3/1!" AL. FLAT BAR 1~=====1v ~---IAODF.R RAII.S 0 ' A A. LADDER AT BASE A l"r/J ALLOY 6063-T:5 RAR IArmFR RIJN(";~ ft, ·1~" (),!":. Al. BENT lt1/◄ X J" WIDE 1/'l"r,. SlAINl.l:.SS S'TF.EI. M.B.'S, HJR CllNNFr.TION TO WAI.I., SE~ WP OF CONCRETE ' '03) "· 12" SH~INGU~ _.--PFR Pl AN LANIJINC GRA11NC f>f.R rLAN STRINCER EXTENSION--......__ Sl'IOP IV[LD ----------L ,__ ___ ___ "~7-, 3/1~ AL. lt1/2 ") 1 :.t' l-b/tS'rt, STAINLESS STEEL BOLTS _ ~ X ~ X .b X 4.41 Al . ANGI I: ro~;T AL OAS[ ~1/"i. X 5" X 7 'l/1' W/ J/4" ~,;~ lb X 4 J/4" EMBED HII.TI STAINLESS ST[[L •'-----'>--4'-. )Yl-'O. ..104 KWIK RCJI T 11 tJVl::R I /2" !"!RYPA!cK · ___ _,!iel1ee!ela_ ___ .~ ... T~ STAIR AT LANDING SCiJ..E; DWG-SCM.! LANOINCl ORATING PER PLAN 1 t' STRINGER PER PLAN TOP OF STAIR SCALI:'.: DWCl~SOAI.-( 1/4" @ · · CONCriCTE T◊r'PING f'(R f'LAN L!...:::;O_::Oc::,__:;;,, . .( PRfSTR[SSED HOLLOW cor~E CONGRFTF Pl ANK l:IY f'RECAST CO. PLANKS Pl.ANS rRFrAf~l:'.l) IJY ROBERT HENDERSHOT ASSOCIATES, INC. CONSULTING STRUCTURAi FNC";INF:f.R~; .1.">0 W. !=lTH AVf. .. ST[, '0', Ef,CON(ll(.\0, CA. 9102:i PHCJNF (6111) ,,;.~~·:1:r·· '."' rAX (611:1) 1t!l:l-~'..!J:! ~~-"'✓""· _../.J::;:fi:.._ _r ,.,;,,. .,,., ' DAIT 1 1/,1"0 !:,CHEDl/l.E · 10 /\LUMINUM PIPE HANDRAIL 12" STRINGER PER PL/IN Sl'AIR TRFAIJ PF:R PIAN TYPICAL STAIR SECTION SCAL.£: DWO-SCAL.E CMWD 92-402 I S-9 I CITY CF VISTA IMl'l•mVFl,H·NTS I() THf. RI.If.NA VISTI\ SEWAGE rUMP STATION STRUCTURAL DETAILS l~Hm~.!....or_n_ I 1 01'-AWlolG i'KI . 3017A REDUCED SCALE PRINT-ORIG. SCALE rrrrn;r'i;:;'2~.s'kl 'T'",1'"'1"';,I ( 4"R 'PA'23 STRA~ AY OLE! 8 CA SIDE Pl.AN BAtKl::'.fl: t3/'4- -4-J/'4-" DIA A.~.'S (:!" MIN l:'.Ml:IED) OIA BOLT I ' •f J,-' 1/X' WIDTH ~FJ- (;LB +1/8" ---............ (15 )( e•·.,o" -LONG, CENTER ON Pl.AT[ GLB BUCKET CONNECTOR ,_' 3 )( 3 X 1/4 FIBEROLASS ANGLE. 3/'4-'t> X '4-3/'4-' EMBED HIL Tl 5TAINI FSS 5TEF.I. ~Yi~·3/N -~w1~1l1~T II' FROl-.l END Of' AN(;I [ FIBER(;LASS ORATING PFR PIAN GRATING SUPPORT AT WET WELL er WATl::RPROOflNG-~ __,....,.....--~ '7 BARS THIS FACF: .., ~ SHOlGRl:.TL ~LOPE PCR .......... .._~ ARCH'L JIJ[.J"-LL ......... .., ......... ~ .......... ,,.-, ~ ... St1EA.R KEY "'-....,_ ,, DRAIN / ?)(6CONT -....,_ -Of!WFI !> TO MATCH ~ Yl:.IS:I WALL l!LIN( b ' " SIZE & SPACIIII(; /f5 STIRRUPS D 5" 0.C. !"OR 36" EA. ENDO (/3 STIRRUPS O 17 O.C. FOR l•m,1AINDl:.R Lll" L[NGTl1 @ 8 2 ~ ~-HIS H0I<I2 (;ONT !ML 7 f6 HORIZ CONT J" tLR TYP NEW ~.DOD PSI CONCRETE (;RArif RF.Al.A LJ TlilS RETAINING WALL AT t lNE 'E' IS DESICNE.D Yo CARRY RETAINING I f!Al".IS AF!Ul THI:. PRECJ\~T D[CK AND TOPPING ABOVE IS FIJLLY IN PIACF:. IF lHI:: CONlfW.:;'fOR OACKrllLLS PRIOR TO THE DECK Al;IOVf. 81::ING rULLY IN PLACE, THE CONTRACTf!R !>HAI.I. PROVIDE ADl:.QUA)°E SHf!RIN(; SIJC':H THAT THE WALL ANl.1 t;lv\0£ OCAM AR[ NOT ovrn- S'TRl::~~1:.1.1. l ~ILL POCKET W/ OROIJT OCAM PER PLAN ASCE·!iO f CRANE RAil --.....____ BA¥, t3/e X 6" X 6" W/ 2-1/,.■, WF:I.DED A.B.'S ~• 1'PAR1 11/,/ ORYPACK ~--PROVIDE 3-I:! AT l!l~M {1 IN CACH OF 3 CELLS) STEEL BEAM TO MASONRY WALL ~)(IST CONCRE.T~ $LAO , )( J X 1 / 4 FIBEROI.ASS ANCLE 3/-4"t> X '4-3/'4-" EMBED HlLT1 5TAINl,F;!>S STEEL ~Yi;~.J6~6. •~w1~1l1F 11' rROM ENO Of ANOLE FIBERGLASS GRATING PER Pl.AN GRATING SUPPORT AT WET WELL 'TS'B )( 4 X 1/4 'TS'S X S X 5/16 1-f5 VERT IN F.ACH OF' .3 Cl:.LL::'i----·· STEEL BEAM TO MASONRY WALL 3 X .:5 X 1/4 FIOERGLASS .ANGLE 3/'4-"~ )( '4-:}/4" EMBED HIL Tl STAINLl:':~S ST[EL CNPE.316) 'KWIK BO~T I!' D 24 o.6. -MIN 6 FROM END OF ANGLE FIBERGLASS ORA'flNG F'[R PLAN- 14 0 12" (I.C., Sf.T IN A it_ ff DEEP X J/4"f, DRILLEO ~ DRILLED HOLE , SET IN EPOXY ~ GROllT : SIKAOUR 32 HI-MOD ll 'SIKA' OR ~PPROVED EQIJIVALENT :l " +o 1•,.,,o" LAP W/ f.)(I5T "TYP, 3 SIO~S NEW 5LOPINC CONCRETE'. FLOOR:' Sl..1.9 PER PLAN PROVIDE A BONO 8RIDOf. USINO SI UR 31 AT EXIST SIJR ACE \,, •. ,~~ ,--2-fa+ X L.....J ;_.;._4;.._::.___J .. MODIFIED PUMP ROOM SUMP It_ OF A□□'L # 5 BAR LAYOUT, Sl!'.E PLAN ~J/4 X ',J' X 14' STRAP W/ 2-5/ff 111 SLtEVE ANCHORS (1/2" ; BOLTS) X Y' EMflEOMENT SET 4" FROM TOP OF WALL THEN O i4• f!.C. SPECIAL INSPECTION RF.QUIRED 'TS'8 X 4 )( 1/4 / w.P 1_,-,-,c--<EA SIOE --,,;;:v-1/ ~ SIOES " ·ri---'TS'8 X 4 )( 1/4 CA!IT-IN-PLAC! CONCRETE ~ ()£CK PE:R PLAN --"------·.--'\,___ ___ ,"'-.____ _,_-, --~ -~-- FLOOR DECK TO WALL NO REVISIONS D£SC~IPTION BY OATE APP'O REDUCED SCALE PRINT-ORIG. SCALE lo • • 6 . ,_ • ,, • • ,, . ' ~ ,.._, 'l;J' .:'1! ti 4 l X J X 1/'I F'IBERGLASS ANGLE BETWEEN BEA~S 3/4"• X 4 !,/4• EM9C0 lflLTI STAINLESS STFFI. (TYPE0 :!ll!i) 'KWIK YOLf 11' • .14 o.C. -t.AIN t:' FROM END Of ANGLE • FIBERGLASS GR,&,TiNG PER Pl.AN FIBERCI S ~(AM 5/ff; ST~NLESS Slffl, BOLTS t:~ X ~ X ,/4 BRACE AT 8'-o" O,C .. COPE HORI~ 1.f.C AND BEND Vl:.R:'f L£(; OOWN ' -/'4-"~ ANCHOR ( SIZE) W/ t.AIN f.t.Afll: t"'>i SPl:.CIAL I INSPf.:CTI N Rl::Q'D .A.SCI:': M f CRANE RAIL H~2 SQ W/ 1-l/4"11 t.4.8, 5/16 so HEAvY DUTY ALLOY STEEi. ·•-PIPf. Cl.At.AP, TYP OF THREE'. AT 1:.ACH MUFFL[R GRINNELL FIG 246 ct 1o" O.D. AND LARGER, f'IG :i!:i!4 0 ff GRATING SUPPORT AT WET WELL O.D. OR SMALLER, OR EN!,INF;f,R APP~OVEO 1:QUIYALENT J,, floo, SLAB SAWCUt REMOVE EXl!;iT Cf!NGRF,TE, ORAIINCI, AN(;l.£S,AND """' l EXHAUST PIPINC GENERATOR MUFFLER MOUNTING AND BEAM BRACING -.:~--.,,.---,--------------...,,,,,,..---./----- IL ROTH ~~ 'TS' o SI0£S ,., '~ '1'f , .. I' I t.3/~Xl:i!."XH"W/ 4-3/4" ~ X 4 3/4" Et.Af.lF]} HII, Tl 'KWIK' BOLT ll'S ~f>[Cll\L INSPECTIOr.l REQ(.,IIRfD J't.3/4 )( 12l' X 14" W/ 4-J/-4" i, X ♦ 3/'4-* D,11J.ED HILTI 'KWIK' IJ.OLT ll'S SPECIAL INSPECTION RE.QUIRED MODIFIED PUMP ROOM SUMP 1/,; RADIUS 1%_• Cl.Fl '-11;:W CONCRETE SLA!::1 HEIGHT OF NfW SIAB TD W.1CH £)(IST PAD ll[IGl'IT •·• TOPPINCI Pl::.11: NOT[ ON SHEET A-1 ROOF SHEATHING END OF ISX F'l:.R PLAN 6X PE f>LAN 2-#5 CONT. ----MASONRY WALL PER PLAN &. SCHl::DULI:'. CMWD 92-402 CITY o= VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION PLANS PR[PARFO SY ROBERT HENDERSHOT ASSOCIATES, INC, CONSULTING STRUCTURAL ENGINf.f.RS :3~0 W. 91H AVE., ::'i1£. '0', £SCONDIDO, CA. £12025 PHONE (~:.~~= r,-x (619) 489-6235 Le,L .,,,c. -"-±:,, ,. 1 t OAlE STRUCTURAL DETAILS CONCHl:.'11:. IOPPING f-'lfl f'LIIN ADD'L HLINr f'[~ l'l AN ,. _.--MASONIW WALL PER mos '",t-s,__.....----------Pl.AN & $CHFntH F DHILL 7 /fJ' ¢ X 1' Df.EP HOLE, srr [)OWEI. IN lPOXY GHOUi' 'SIKI\DlJR' 32 111-M()l".I BY 'SIKA' OR APPROVF.D FQLJIVAl.l:.NI f.1 TIES W/ 1.30 @ 14" o.c, AD[)'I. 4 H-"!. TIES IN TOP , rROVIDE JP\ ';;," ur PILA$ TCR FOR ITFNS NOT SHOWN tJfl NOll:.D, S[[ ~~ 'CV~ CONCr~ETE MASONRY WALL PCR PLAN & S\.HfTllJI F ··· 2-#J, LAP 24'' INTO SI.Al:l SlJPPOHI ~y WALL'.> ADD'L CONCRETE TOPPING $Ff. PIAN 2-H7 VERT ··i ,, ,, ' 7 ,---PRF::iTRf SSf.O iOLL◊W cor<E C.:ONU![T[ r•t.A K RY PRFC::A::iT CO. [XlWFI W/ 90~ HOUK AT END TO MATCH VLRTICAL WALL REINFQRC:INC: lr TO ~ODIFY fXIST 51 OPO. .,'c---lh+'cl----\----_-_-___ --_,~·-· -----f--T-, [~~XIS[ING CONC7CTE DECK _____ J ( CLl-l, " • L-..... _,,__....,_~ 11 ~V4 X 1U X 78 W/ 1 1/2'' r1l HOLE IN .[ITTF.R 8 4---- L PER _../ .. -----1-lUN H◊RIZ STC[l TliRO F'R[~,Tf"l[~.~[r) CONC::RFlE r.lRr'lf'l-l HY 1-'Hlc'.:AS'f CO 2-#5 CONT IN AOND BM ' #5 DOWEL O 1 'J" o.c. ~--. [XISTIN(: CONCREll::: MASONRY WAL Pl AN & SCH! .DULi:: fl[_A!;TFR , SPLICE INlE PlH@'.:;IM UGH RSE.CllON VA_R_I_C_~ / CONt::H~ I ( Ml\::iONriY WALL f•rn PLAN & SCHFf!IJI F (STOP GROUT POUR :l'' !:!~LOW TOP or WALL FOR c.1,r, ~.I AR KFY) ~• 11-IK CAST-IN-l'LACE SLAB ,'-; RFINF r◊R ITEMS NOT SHllWN OR NOTF.D, SE:E@~ WALL SECTION WALL SECTION AT SLAB "'"' (,) 0 CD @) 0") (,) (sl c,J CD LOADING SCHEDULE FOR PRESTRESSED PLANKS ANO GIHDERS LOA[IING 1-llM/\RKS 7~, P::il 1..1.. [L[CTRICAL ROOM u i-'$1" D.L C/11..1 H/\N'.:; 1,:;:."!0 F'AAKING ARCA. o r-sr D,L, ICJCJ PSF I..L. ll ~•s1· O.L. ONE CF.NF.RATINC '.::ll o, ADD'L LOAD TO G) A PAO IN CA.CH Sf'AN 0 1-''.:;f L.L. 75 rsF D.L, . , 10(~(0) ACJr'l'I I OArJ ~;u1-•r:,or<T fi,OrJ() I l..l.. tJN :.w• so Al-lf.A ~•,M r,o l"I F I .I .• I.INF. LOAD f"ROM MA'.:iONI/Y lj(){) f'LI l\.L.• WALL W/ ROOf AGOVE ~~r, PI..F L.L. LINE LtJAO f'f.:OM M/\'.:i(1NRY l~i'5 PLr D.l. WALL W/ ROOF" ABOVF. 0 f'Lr L.L, LIN[ LOAD rROM N()I-J.,I f!A[) >!4CJ Pl.f o.c RFARIN(: IJA::if!NRY WIILL ,\,~uup LLl:.CrnICAL PANEL ON COtJHDINAlf. AGIU/\L l"OOTPRINT 50 r•br l"IAlf,FI) mN!; SI A8 SIZ[ W/ CLCCTl"IICAI l"ANFI "' NUil: LOADING DOCS NOT INCLUDE Sfl..F WFICHT OF PLANK, '101-'f'INc'.;, Uf< GIRDER. 'I rRES1RE!3;",m !';ONC::RF.lE ---1.L--:: Fl ()OR (:I1-llJEl-l I~ - l~-- 'I' ' ' (,)--· :~ _- :1: :~ :1: I ' I _.., I I I I I I ' ' -~ ' ' a ' ' I -----' I ' ' ' ' I. I ' I I I©-· ' r --·· ' ' ,_ ' ' ' --------- ,l"iJ IYPICAL 1-'R[STR[SSED ---HOLLOW CORE CONCRETE PLANK DY f'RECA!:,T rn. ----- '' '' PRESTRESSl:D CON!;RICTF. FLOOR CIRrJFR LOADING DIAGRAM FOR PRESTRESSED PLANKS AND GIRDERS SCALE: 1/8" -1'-0" DENOT[S LDGLS 01: CONCRF.TF.: PLAl>JKS DFNOTFS CONSTRUCTION BELOW REDUCED SCALE PRINT-ORIG. SCALE Id \el~ J'-,..... VAULl WALL • NQTIFY F.NC:INEER IF THIS C/\NTILEVER SPAN E:<C[[DS 1 '-S" IN I.1:N\":TH NEW CANTILEVER DECK AT EXIST ;> fl'5CONT~ l"l[KRGLASS GR,l,TING ---. PER f'LAN ----· ---------- 2-15 CONT IN RONIJ f3M F)(TF.ND VERTICAL l:!IIR lO M/\TCII & LAP urrf.R !,AR----~ FOR l'TEMS NO! SHOWN OH NOTED. SE1/35\ [ID '87~ 8" THK C,l,P. CONC::RF.TF. sLAs lJ,ooo PSI), RCINr .• W/ Q (b 12'' Q.!;. F.W It IN SI.AB ,. GRATING AT SUMP , .. ,.Jo 1s· o.c. I CONCl-llll:. l'OPPING PER PLAN PRESTRlS::ilD HOLLOW CORE CONCRETE PLANK RY PRECAS1 CO . l /8" I HI< "JI. 3'' WIDE 'KOROLATH' 8RG SlRIP!i CONCRETE MASONRY WAI. I. ...---rER Pl.AN ii'. SCHEOUl.i:c CONCRETE MASONRY WALL b ' • -.....,__ . Pl::R PLAN & SCHEOl/I.F.: ii", (STl)P GROUT POUR 2" ,-. !llLOW TOP or WALL FOR c,1,r, Sl.A6 KFY) s-·i MASONRY PILASTER MASONRY PILASTER ~)(:rc~-7 JE~CAG"r~~S Elm·-~-------~- 7 .. ,~ CON'I---·-.. ·· l"IDERGLASS GRATING rm PLAN 2 .... ,~, CONl ---~ IN MND Df.l F)(TF.NO V(f.:IIC/\l DAR TO MATCII & LAr UPPF.R RAR -~- FOfl I11::MS NOT SIIOWN OR NOTED. SF.f~ L.ID '87~ 8" THK CI P CONCl-lll~.1 SLAB ~J,000 P~I) R[INf WI fl, 0-11· QC F.W (I,: IN '.,LAl:I 2-ff, CONT IN f30ND !:lM " ·----CUNCR[TE rnoM [!f.(:K TQPPINC b _, ' . CO"'-ICRE'Tf. t.AASONRY WALL ------PFR Pl.AN & ::iGHlDI.IL[ CONCf<[TE MASONRY WAl.l. _______ F'rn rLAN & ,",(;HFr!Ul.E ir, (STOP Cl-lOU I 1-'tJUH :l' ,-., l:i[LOW Tor Of" WAI,(. FOR C.I.P. !ii AA Kf:Y) NOTF> THF CONIRIIClOR SHALL PROVIDE DRAINAGF CII11NN[L IN ruMr rAD !"FR FNCINU.1-l. #51 I r.11, f;" n.r.. f •• w., '.:i\J INTO lXl'.::l I L◊Of{ SLAG FlY RA~,F PIAlF AND lHHlA~DLl1 l\RILLING 7/P.'' rJIA X "/'' OLLI-' HUl.1 /I l:! ~ Prn f'.'UMf'.' MFR HOI F & f.1-'tJXY W/ ~;IKADI.IR Jl Ill-MOO l ·r I I --NCW 3.000 l"!:,I I I !;ON!;Rf'lf' fil ~tJ-~-'.,f,~g_!l~ __________ c,..-,_·c...c.··c·c-c-x,_,c._ 1-'UMf·' rAD -[XIST 12" :::: THK C:ONCHlll:: i.,;, r:1.oor1 ~;IAFI ~"'"A" '"' scso 1N1cmce l Willi CONCC:CT ruer 'I~"°'" r Al''l"I Y RONrJIN , F!RIIJC~ AHM/\f£(: I \{J CJR ::ilK/\0 I~ ,)2 Iii-MOD rJRII I !!" ii IIOL( /\NO ~.FJ TH FADEO ROO INl0 FXl!'il S AH W/ HI-MOD ll-'OXY ·ROUT SIKADUR .17 (10 ClA DIA ~IN fMRFII) .!'-------PFR PUMP c"c'c'c· ------' NEW PUMP PAD TO EXIST SLAB ,,.:, ------------ ..l.L1/,...:.L GRATING AT SUMP (~RAPHIC SCALC: 1/8" -,., ·1.• .......... , ___ _ ~ o· ,.. fi' 12' 24' 1-'L.i\N~~ rr~FPARFD BY ROBERT HENDERSHOT ASSOCIA'l'f:$, INC. CONSULTING ::-,TRIJ!;TIIRAI FNCINFf:RS .1!'ifl W. 9TH AVf •. , ::ill. ·o·, [SCONDIDO, CA 92025 PHONF (fil,.'J)""~ _,,n rAX (619) 469-62,3[; .t ,,..--· DAE CMWD 92-402 OF VISTA======'--- IMrROVEMf:N"iS' 10 IHE BLJr:NA VISTA SEWAGE Pl.IMP SIAIION CITY LOADING DIAGRAM FOR PLANKS AN GIRDERS, PRESTRl:'.SSED DETAILS OMll'IN~ NO . 5017/\ 'r 2-·#8 HORIZ") CONT NEW 4.000 PSI CONCRf:TE RING c;riADC AFAM BELOW GRADE BEAM IN AREAS WHERE FXIST WATH!PROOFING l!i PFNFTRATf"D EIY N[W CONSHWCTION OP[RATIONS. tjOTE: _:1.--·~ t.AAX PIPF: PFNcTRATION fHROUGH GflADE 81:AM RING GRADE BEAM SECTION EXI.STING I,+ VE~T ............... 1\ ...... T .. 1. o 12" o.t. ---I ·, EXISt 12" !HK l _; CONCRETE FLOOR I I I '"'' ~~ h +' t~o1. ,1 DRILL 1" i; X 12'' ' ' IJFEP HOLE ANO sn #8 DOWEL INTO EPOXY GROUT, SIKADUR 32 HI l.tOIJ 8Y SIKA OR APPROV..t.1 l:.OUAL (12" MIN EM8ED) EXIST 1'1' THK CONCRETE WALL NOTF: SLAB TO GRADE B~.Al.t PER~ ~ .:," CLR l'fP fOR ITEMS NOT SHOWN OR NOTED, SEELJU RING GRADE BEAM ~ SECTION ~ GRAOE BEAM PER PIAN 11~*~:-:~-~:~--AND OClAIIS : l . /:------- --~:--1 -• -gl~1° fl1;~T NJNriJJiPs "' _,.,..,..-----CASING PFR SPFGIFICATIONS __.---DRILlf.D, CASffl, CAST·" __.-IN-l'l.ACE. CONCHC:H: PIER EIF:(")ROCK TYPICAL DRILLED PIER REDUCED SCALE DRILL 1• Ill X 12" DEf.P HOI .. E ANO SET fr!i OOWl:::L INTO ~.POXY (;lmu'f: SIK/\l.lUR ~2 HI-MOO BY SIKA OR APPROVFn FQIJAI, ( 12" MIN !.:MBl:.O) I '~' I I I I I I I I I I /I I EXIST 12" !HK-'I I CONCRETE WAI.L i ;J ,, t I ROUGHEN [Of' OF f'IER TO 11"'" AMPLITUDE NOIL f tlf.: l'fE:t.lS NO'! SHOWN OR NOTED. SEE(a2\ 187 It' O,C, 12" O.C, 1/•" AAD 'l " . 1 fr, HORIZ CONT . NEW .+,000 PSI CONC~l:.Tl RING GRADE BFAI.A J" CLR TYP --.._ DRILLED PIER PER(ii\ 187 -l'-,1---11---11-d~ -l---...--~~N~1rfcl~~% GRADE BEA~ RING GRADE BEAM AT PIER ,,,,.1 1¥ w•L• LAT SAWl":lff, I.RIND s~oon, &c ., .,. n ~ -----'v i!'lllCH A~ R[Cl'D l:lfYONll ~ SI AB TO GRADE Bw\ PER@ .. ~~ ' ' ( • ., ' ' -1 ' ' ' ... C ., -• I I ,, ?) ' , I '~ ..... ./ ½" I I 0 'I I 0 ' I I 1 N I I I ~ "' , I ~~ CLR TYP I I ~,· I alliir '" F:XIST 1i· THK1 I CONCRl:.1£ WALL ...... ' , LA,,_JJ. NOTE: FOR ITf.MS NOT SHOWN OR NOllO, $1::E~ , RING GRADE BEAM ~ SECTION @ v' ·r I _.---MASONRY WALL EDGE OF GRADE EIEAM>l'•v WIIERE OCCURS BEYOND I : [:RADE BEAM PER I PIAN /Jt. DETAILS GRADE [)~ & REINr t.__ Sl.OPF:!5 AT~;~ONI.Y ! i ~ r ' ' ' • ' ' ' I I • ! ' INTERSECTING j qrn cmc. (";RAf!F. Bf.AM I,' GRADE BEAM ., --<~ -~ -/ -._ ,_. ---...,, SECTION - • I 1;111 ~ ROUfHf.N Sl.JRFACF, 10 /,." AMPLffUD£ .,.....,____ DRll. l fO PIF;R Pl:.~~ 187 ...._--...,.__ VERT PIER REIN!=" EXTEND 3r1' INTO GRAIJE BEAM PRINT~ORIG. SCALE ld"''"",T'i~'2J.TW ,, ' t, ' ,. Ls ' Ls 04 V -' , r,_ , .l> ' t, ' IPLAN VIEWI SEE PIER ELE\IATIONL!D ~ TYPICAL CONCRETE PIER MASONRY WALi PER Pl.AN & SCHff}(Jl[ (SINCI. F WAI,! WH£RE OCClJRi!i) DOWELS TO ldAYCH Vl::Rt ~-WALL REINF SIZE .tr SPACING 2X .. CONT SHE"AR Kf.Y I ' ' . ' ' ' ' ' . : ~ ,·111· 4 "'--FOR REINf" AT I/ INTf.R~FCTIONS Sl:.~/7\ •/ ~ r-:f cu~ TYP / '1!111'~ INTERSf.CTINO _j GRADE EIEAM I\_ ROUftiCN SURfACE TO /.,," A~Pl.lTUDE ldASONRY WALL PE'.~ PLAN & SCHEDULE • 2X4 CONf SHEAR KEY ..... ,a CONT• --to...----.._[lRII lf[l PIF.R ' -f'l:.R @ -· 1 " < -VFR T PIER REINF / -.. c-" CXT [ND 3rf' INTO (";RA Of. RF:A~ ., ~-- r,,--:-:i w=i ~ WALi, I/;. nc D~~ONL't' I fl!i DOWELS • ,ji." o.c., DOWELS TO MATCl1 VERT WA~REINF SIZE 41. SPACING ATt~.~ONLY CONCRETE SLAB ON GRADE (3.(100 PSI) W/ l3 0 18" O,C, f..W. TOP di. f<::, D ,4• O.C. F..W . BOTTOM d '" " ! n 8 13 STIRRUPS: O ff o.c. FOR :,(1' u. l:'.NDO f3 STIRRUP$ D 1 'r 0.C. foR R£WJND£R Of LENGTH 2---f!S HORIZ CONT :!' CLR T'l'P NEW 3,000 D ~ .. ·f6 HDRIZ CONT '" 3'-o" PSI CONCRl:.t£ (;R.\DE BCA~ GRADE BEAM b ' " 13 STIRRUPS D r' o.c.~ FOR Jl!i" [A lNDO /f~, STIRRUPS D 1 i:' 0.C. roR RCMAINDER Of LENGTH D I NEW :3,000 ..... ,6 @RIZ,'~-0-NT ________ ,-• PSI CONCRETE ."-s-o" GRADE BEA~ GRADE BEAM • 2)( .. CONT. !jHFAR lff:Y 4 ... ,6 CONT It (ALL &: GRADE BEAM NOI~.:. FOR ITF.~S NOT SHOWN OR NOTED, SEEr;i'\(m ~~ I I I I I I I ~ I .. OOWflS+-i---+-, !') it 14" O.C. 1' I 4 DOWE.LS+,__ __ ;., • H" O,C, O,C, NOTL . .1 .. ---\,-. .1 rnR ITEMS NOT SHOWN Of! NOTFO, SfF;~ RING GRADE 187 BEAM SECTION MASONRY WALL PER PLAN & !;CHC:DUL.£ • iw.11>"1'' 2X .. CONT SHEAR KEY .. ---16 CONT er J I 4 DDWF.~.s _,_,__ __ ,~ ,,, "o 1'1" O.C '5' CLR T'l'P.- CONCRtl'E SLAl:I ON C~□lc. (3,000 PSI) W/ 13 0 111' O,C, E.W. TOP /Jt. f<::, D 14" O.C. E.W. l!OHOM ,. ...... 1 _jf ' ~ STIRRUP~ • If 0.C. OR 3()" £A ENDO 7---16 CONT,_·1•.'"' ½ I 'JR SJtr:!~~gF.: 01/'Lr°N~ -~-----'~·--o~· ___ _,,,, D GRADE BEAM SECTION ® REVISIONS NO. DESCRIPTION av :31 T'I I I 11 I I 41 'S' CLR "TY '5' CLR T'!'P· ~4 $TIRRUPS D ft' O.C. ....,_____f_OR 50' EA ENDO b ·' " $[£au. 't'JI y, o" GRADE BEAM SECTION @XJD MASONRY WALL PER PLAN & SCHEDULE ~ • ~ 2X4 CONT SHEAR KEY 4,•,ff;, CONT 3" CLR iY 7~ff;, CONT ~ '" J'-o" Dowl:.l.S '(0 111,6,lCH vi:.~! WALL REINf SIZE & srACING ,3 !:iilR~UF'S D l!i" O.C. OR 3ft CA ENDO 13 STIRRUPS O 12" O.C. FOR RF:MAINOF:R OF I.FNGTI, n GRADE BEAM SECTION PLANS PR[PARED BY ROBERT HENDERSHOT ASSOCIATES, CONSULTING STRUCTURAL 0:NGINl:.£R~ INC. .~rm w. SITH AVf;., STF;. 'O', f.SCONf)lf)Q, CA-9202.!'.I PHONf (61.~~.-·•41f~ 7 fA)( (619) 41;19-62J5 ,-?-,. f4 STIRRUPS D 1 'r' 0.C:. F'OR REMAINDER Of LENGTH GRADE BEAM SECTION INTERSECTING GRADE flF.AM EDGE Of GRADE BEAM EIEYONO GRADE BEAM SECTION CMWD 92-4D2 CITY CF VISTA □ FOR REINF ,6,"f INTERSECTIONS SEF.LLl ~ '$" CLR TYf' 1s-121 IMPROVEMENTS TO THE BUENA VISTA SEWAGE PlJl.!P STATION STRUCTURAL DETAILS ( -r~, T I I I I I I I I I I , I I ~--=J-1-~~ I ii I I I I I I I I I I !;>FF: Pl,ANS FCJR WHICI OCCUR~ AND WI 1[r([ II~ 1111 !l" O.C. ,_. b ' ' "'--------- ----WGE OF (;RAO': 1,1,1 80.YONl.1 '" ·' ,._ : I I "'"'---------'--',_ _ __, 'I I TTc-clf I I,-, : I , I FOR ITEMS NOT SHOWN OR NOTCD, S[E~ '0Y GRADE BEAM SECTION ® 2--113 CONT SHOTCRl:.l'E SLAB l'O.H rLAN. SLAB SI.OPfS WH[RI:: OCCUR 1-'LH f>IAN ~-0----,- 1 I MASONRY WALL : V WHFRF: OC:1ClJRS ' ' :TI:· __ ' , ' b ' . ' ' -'----v"-----' EDGE OF SHOTCRETE SLAB WATf.RPRf!C1FINC -----. ~r1~F1!A~~ RM[~~~H---... SIZE ,I.: 5PACIN("; DflAIN P[R SOILS f:NC:INFFR 1-#5 CONT j b _, ---·•·-··· ---HF, VFRT lit B" O.C. -I!" C.M.U. WIILL S01 1r, (';ROI.JT ).'-(j' · 2X4 (:QNT ::::HUii\ KlY I, _, N , ______ J -~'1--~,--"W~HE~N,_,GRADE SLOPES \,, DFFPFN f'O(')TING ::ilJC::H fl IAT Tl 1[r([ IS f\ MIN 7' .. Q" Cl R TO l"!AY 4' .. F," I IC::HT fROM 80·1 tJf roOTING RETAINING WALL @ TRANSFORMER PAD s ID--------2 -I• co" NOil; CONTRACTOR $HAIi VERIFY _..-· 8" CAST, IN ·PL.ACE CONC FXIST_WALL Hf.lGIIT Pr~IOr{ -------WALL (l'c"' J,000 PSI) TO DCMOLITION AND NF:W W/ 116 VERT o) 1'.'" o.c. WAI I HFIC".HT SHAI.L. MAIL'.H LXl'.:;l /J'" CONT / SHfAR KFY HORI;,: illo l t' O.C. / ,o ~ GRADE FIFAM ....., ,. I PFRLJLl ~ #~ l::I\CH rACE Of CONC W/1.1!';"HOOK:=i ' /" ST[ll 90~ HOOK GRADE BEAM SECTION !4 DOWELS 1111 l 5" C, .12 -- -, ' '- ® z_..L l-· f - I I ,I I 0---I I I I I Ii I I I I I I I I f-!lljf I I - . I I HYDl-lOl-'Ni:cUM1l,'[I(; TANK #3 EA FACE OF CONCHO.lie NOTES: ________ ,, GALV STRAr> 3/1~" X :f WlrJ!c WIDE FELT STRIP lYf> UICHL'.iili SIDE rrn~ ----t TANK ..---12• THK CONCRETE SUl"l"QRTS, TY'P OF 2 t'c -~.(H)O PSI -1" THK RIJFlAER ··) l.~ffi~l ;;=I I -~-64 EA FACE. ()~' CONC W/135° l·IOOKS z::::::z 15 VERT E"A FACE W/ STD 90' HOOK Al BOT, TYi" ST[[L IN EACH FACE 5HAI I. HAVE I 1/J." CI.R F'ROM ~ACl ()~-CONCr{CT[ f OR IT[MS NOT~ (JR Nmm, SF.E 98 _, DRIVEWAY SLAB ---ff.is vmT @ ff' O.C, HYDROPNEUMATIC TANK SUl'l'ORT, TYP OF TWO 100 WATERPROOFINO --•• -~ MW[LS TO MATCH VFRT WAI I RFINF ::::ILl & SPACING DRAIN PFR Sf!II S lNCINUCR 4 fr, r:f!NT -!" C.M.tJ. WALL SOLID GROUT ~ I 4 IIORIZ @ 32" O,C, 1~ ix-1 CONT SliEAR KFY l b ' ,_ WHEN C;RAr.JF SI OPES ITTPFN HJCJIING ::::uCH I H/\T Tl iCR[ IS A MIN 7'-r/' Cl R TO r.JAY·- l.lCH I f !-:OM [JOT or r◊OTING RETAINING WALL @ TRANSFORMER PAD 105 2X4 CONT SHF.AR KEY MASONRY WAI.I. PER f'LAN & SCHll)ULI:. DOWELS TO MATCH VF.RT WALL HllNf SIZ[ &: SPACING _ .. -(IJ STIRRUPS O 12" O,C, ri 1' "'.r·'-" ----~o- J 2'-if J fF, ~ONT GRADE BEAM AT SUMP REDUCED SCALE PRINT-ORIG. SCALE io'"1""1l'1"'c'~,;'7,~·-·,1""F'.I Ii;. l'ANK S.LI' NIJf '.;NIJG IIGlff Ct, X 13 X ll'-ti" LONG GALV ~.Tf.E"L AtJGL.E ~/R" ii A.1()7 A.A ---11!" !:.Ml:lLbM!:.NI ¾" GHAMffR .1" CI.R TANK SUPPORT CONNECTION PLANS Pl~Ll-'Al~LD 13Y ROBERT HENDERSHOT ASSOCIATES, INC, CON'.:;ULIING ::;11'wclul~f\L [NGIN[[fl'., 3f>O W. >JTH AVF., SH'. 'O', f'SCONIJIIJO, CA. !JW~b rl-lONF. ..... ~.~ .. Hl~~rf I;;?-:_ ~/IX (6 I !1) ~t1!J-ti:!..lb ;--·•·/·~ ,.Z t'b. ... ZJ' DAl"E f'RfCAST-' CONCl-:UI:. f'l.ANK CDl-:l HOLi:. 1" Ill fM- TI 1riCA[1[D RODS -FILL W/ N(')N !iHRINK CROUT Al I LI{ llOLlS AIK SU 1¼• I 1-1 ¼ \_/ ... <TY'P ·-11// r.JRYPACK ij'_J/4 X t!" SO .. -··--~•RIM[ & l"AINT FINl!iH [lj PROTECTION POST CONNECTION CMWD 92-4 2 IMPR()Vl'Mf'NTS ID IHf 1-ILJfNA Vl:":il'A S[Wi\G[ n,Mr STATION STRUCTURAL Dl:TAILS __ .1.ii_-j~_.,, •• ~IIA\IINa NO. J017A / ( ' dz SPILL CONTAINMENT SUMP 43 S[[ DRAWING S-4 46 ---,,, ' (c_,J.. __ PIPE SUPPORT SEE OCTAIL ~~~3) '.-;-1( I 511,f'NCF.~ suPf>cJIH I n SEE DtTAII. ,-5~) I S·· H I (,~ -I I _J PIPE 51,JPPQRT ---, __ SEE DETAIL ~~ ~,.,··- GENERATOR PI\D 517.E / PER MANUFACTURER ---··--· F-9751 /, 0 I - (~) 2'-0" MIN ® J n n I c-9801 I 5'-8"' MIN (\1.f.ARANCI:: GENER~TOR ROOM " HOSE RACK@ SEE DETAIL K M-6 El.f:CHSIGAI ~OOM AIR SUPPLY ROOF VENTILATOR P~R Sl-'f-Clf-lC)AIIC)NS. FOR LOCATION 1)11.ifNSIONS sr~: DWG A-3, f--!flSS M-\J'J~S •• 0 n )m - "' F-9752 ?.PNPN\i~CT2~o --......_,, lJNDr:RCROl.lND. '-..._ roR CONTINUATION -...-......_ SEE DRAWING C-2 HU-9820 ELECTRICAL ROOM / 1" COPPCR 2W 1@-1 1(0-- ~-_/ ~---~-=~~-~-~-~-_J ----,..---------------- -~----STAIRWELL WALL SEE DRAWING S-3 DOWN DEMOLITION AND CONSTRUCTION PLAN SCALE: 1/4"-1' Q" REDUCED SCALE PRINT-ORIG. SCALE lo'"l"",1',~'c'J,~ 11' ·~11 I I I 11 1'141 ~--... ~... / l I "---- I ROOF ACCESS STAIRWAY TO EIE DE:MOLISHCD ------··· .. ,-·· / ,/ " ----~; /' / -· / / f-:Xl::i!IN(; 1" DIESEL ~-u~:1. SUPPLY LINE EXISTING 1 1/2' Ol[S[L HJf:L l~rn.JRN LINE r·x1ST1NC WETWELL AIR 5CH\JHHf-R r:x1STINl> PUMP SIAIION fl()()f" WILSON ENGINEERING CONSULTING ENGIN~f-:f.!s 703 PALOMAR AIRrORT ROAD, 5lJIH: .)00 CARLS[3AD, CA 92009 (1519) 4.:18 44:.>:.> ···CONSTRUCT RQ(JF llRAIN, SEE DWG A··2 CONSTRUCT 3" ABS ROOF DRAIN AND CONNECT TO EXISTING ROOF or~AIN PIPING IN WIT WELL NOTES: SEE DWG G-2 FOR MATERIALS LIST AND EQUIPMENT LIST Gf.Nf.RATOH INSIAI.IA'l'ION SHALL M[CT ALL REQIJIRfJ.tFN'T:=i m NfPA 110: [M[l"(G[NCY STAN(lflY f>l')WFf.! SYSlf.MS AND UFC ARTICLE 79, DIVISION Ill: STAIIONAR'!' TANK SIORIIG[ INSIDE BUILDINGS, 2. MANUFACTURCR OF THE FlJF.L TANK ANIJ IHI:: VCNT PIPING FOR THE GENERATOR '.=",HAI I S\Jf:!MIT SPEClrlCATIONS ANO LISTINGS FOR ~:ACH 1'i) IHf- CARI ~'>i::lflD f"IRE OCPARTMCNT PRIOR TO FINAL APl-'HCJVAI. OF THE GCNmATOR INSTALLATION. ~ar INDICATES TO BE DEMOLISHED CMWD 92-402 OF VISTA IMrROVF.'Mf.n1;···ii_) !Hf-: HIJf-NA VISIA :>EWIIGE PUMP STATION 2nd FLOOR AND EXISTING ROOF DEMOLITION AND CONSTRUCTION PLAN ~~le ~IMm~· Liiiii"'T;'iJiiiFL",li:1i 2." SEAL WATER SYSTEM OVERFLOW/DRAIN P-9842 M-9842 5CA\..E:: v, "" 1 '-0" NEW CONCRETE PAD TO MATCH EXI5flNC r.1,,l::CT!:!ICAL EQUIPMENT PAD HEIGHT, THIS NEW PAO WIU, ~F;RVI:: AS Tl·IE EQUIPMENT PAD FOR THE PACKAr.~ Sl::AL WATER SYSTEM, EXISTING 1 /2" HOT AND COLD ~-~---- WATER LINtS EXISTING GAS DETECTOR SE'.NSO!:!$ ---~----··-___ ,-~ TO BC RELOCATED EXISTING HOSE RACK REMOVE ELECTRICAL. EQ~HPMl;NT• CONCRETE PAD TO BE EXTENDrb PER DWG A-·· 1 NEW STAIRWAY ACCF!'iS PIPE SUPPORT ---~-SEE DETAIL li:\ --._ . ...,_ ~y RtU'JCATED -----......,_ :il'' lW ....... TIE: INTO EXISTING t' 1 W FROM AIR GAP TANK EXISTINO OAS DETECTOR ME1E~ -- @ CONN~'.c';T NEW ROOF DRAIN·- PIPING TO f:xISTING ROOF DRAIN PIPIN(l P-9831 M-9831 ' M·· / li!f".I.C:lCATED PHONE ~OOTH REI.OCATE'.D GAS DErECTO~ METl;R ON FACE OF NEW WALL I AE-9772 FlltUR£ MOTOR #3 e:XISTINO 2" $QUARI;: OPERATING NUT f:'(JF;i $1,,UICI;: GATE ~'.XTENC 1 /'i' COPPER HOT WATER Plf'INO TO RELOCA'f~('J f>UMP ROOM SLOP SINK E>rn:i'rlNG WET WELL CXfiAUST FAN cl _,F_:•:.:·':c••eo•'....Jc..:"::-:,,•"'""''c..J EXISTING WET WELL SLOP SINK ' ~--J" ABS PIPING ' II EXISTING i'l;(.f:F-'HONE I I BOotH, ·to s, RELOCATED \ ;/ / J/ / / / MOTOR ROOM DEMOLIT!ON AND CONSTRUCTION PLAN SCALE. 3/fS'-l'·•o" REDUCED SCALE PRINT-ORIG. SCALE Id', Tl'~I 4" fJACKUP ROOF DRAIN AU)NC: WAI I CORE DRILL THROUGH WAI I ANIJ ' DISCliARGE 3" ABOVE OlllSll)F FINISH ci~All~- Nm~S: SEE DWG G-2 FOR MATERIALS LIST AND EQUIPMENT LIST 1. Sf.E DRAWINGS E-6, [-9 AND E-10 FOR ADDITIONAt MCJfoF'l ROOM DEMOLITION. f ~?<J INl)ICAn-:~ 'f() BF. DEMOLISHED PlA~S PRZPARED BY WILSON ENGINEERING C(')NSIJI.IINC f:NtlN[£RS 703 PALOMAR AIHPDHI HDAI), SUITE :100 CARLSBAD, CA !=l:}Dml (lil!l) 4.rn-4412 .::o;:t-a,. . '\-W·'H 11~·xd s. WIL~N DATE CMWD 92-402 CITY OF VISTA -7 IMl-'~CM:Mrnrs TO TII[ BUENA VISTA $EWAGE PlJMP SlAllON MOTOR ROOM OEMOLITION AND .C,,l3NSTRUCTION PLAN ---z----EXISTING 3d' A: DUCTLE IRON INFLUENT PIPE ---........_,, "--~ I l I I EXISTING BAR RACK --.. TO BE DEMOLISHED -...._'-..,,__ '-.._ EXl!'-.TING " SllllCE GATE~, ~~~::. '"""-----ir---r----t---,1-.. __ ',, F.XISTING EXISTING DRY WELL SLdP SINk ----·· 10 1-l~ 1-lH.OGATt:D, '.'iEE DWG f,t ... 4 roR N[W LOCATION. ROUTF. Nf:W HOT WI\TER PIPING FROM WET WELL SLOP SINK TO PUMP ROOM SLOP SINK. EXTEND COLD WATCR SCRVIC[ rROM EXISTING LOCATION TO NCW LOCATION. REPLACE EXISTING :2" [XPOSCD DUCTILE IRON DRAIN PIPE WITI I 3" A8S PIP£ EXISTING FLOOR DRAIN, TYPICAL or ,+ HC1'.'il-": RACK-- EXISTING 1 1/1' ~ 1" RF.lllJC:~:R fXISTING 1/t' HOT AND COLD WATER LINES ---. EXISTIN(; 1 1/"/" :JW f'IPIN(; ', ···-. __ ___ 1--------i'•·--- l l-1F:PIA(.1f.: 1:-)(1'.-jl'ING .}" CII-' (11-1AIN Wll'H -~• AHS Pll'E I I I I 1:-·.x1s11NG 74" ~ 14" l-1Flll1Cf'l-1 --·· I ....-EXISTING ,1." I / fJUCf11.~: IRON (/ lll-1AIN l-'ll-'f- l-1f' 1-'I Ac~· 1:-'XIS I INC: l 2'' CIP DRAIN f'OR 1W ruMrs WITH '-..._ 2'' ABS r1r1NG " " EXISTING 2" 1 W FROM AIR GAP TANK LIMIT OF IN'lf.~IOR PUMP !WOM IJISCHAl-1C~ PIPINC llf-.MOI IIION EXISTING SUMP PUMPS TO 8£ llf-.MOI ISHH); ~;lJMI-' WIii BE r:NIARGr.ll 1:-XISIINC) 24" X 2Q" REDUCER - · EXISTING GAS DETEClOR 5EN!:,ORS TO Cl[ R[LOCATCD SEE DRAWING t,A-:,l ~:Xl5TING HOSE RACK I I u ---RErLACE EXISTING J" Cir SUMr ruMr DISCHARGE WIIH :," SCH fl() l'VC l-'11-'f'. _/ EXISTING AIR DUCT / / / / -EXISTING HOSE RIICK ···--. .. / / / EXISTING 1 1 ft' 2W FIFING ___ ,,_ E)(ISTING Pl,Jl.1P R(1QM 1:XHAlJ'.'iT FAN <·· -"'-- " REPLACE EXISTING 3'' DRAIN WITI t 3" Al3S PIPING )i~ EXISl'ING SEAL WAH.R PANIJ., h'PICAI. 0~ :I, ll~.M\)I ISH l-'ANl:-1 , fo'I LJ(_: END5 .--~:x1sr1NC FA~Rll,AT!;:[) ,/ 51HI. '.;l.J(;T'ION SPOOL PICC[, TYPICAL or 3, TO Cl[ r~EUSCD --EXISTING 14" SUCTION PLUG VALVE, TYrlCAL OF 3, TO BE REUSED EXISTING 14" x 12" RESTRAINED FLEXIEILE sue;·r10N ('.ONN~J'.TOR, lYPIGAL OF ], NOT SHOWN, ID Hf- DEMOLISHED CXISTING 14" SWING CIIECK VALVE, TYPICAL OF -\, TO 8E REUSED (ONE IS STORCD ON SIT[) EXIS"IINC: 2" 1W DISCHARGE 1CJ HYDl-101-'Nf-.LJMAfl(; IANK ro r~EMAIN ·---------_J I I ---- ----EXISTING 20" ~ 14" REDUCER I I EXISTING 14" DISCI IARG[ PLUG VALV[, IN V[R'TICAL, TYPICAL or 3, NOT / / ------. .,: __ / / / ) / SI IOWN, TO 8[ IKUSCD ------EXISTING !'Af.lRIGAl'U1 S'll:-:fl DISCHAl-1(if" HFADf,1-1 l-'11-'INCi l'D ~f' Df.MOI..ISHr:D SEE DWG G-2 FOR MATERIALS LIST ANO EQUIPMENT LIST NOTES: 1. TII[ roLLOWING [QU1PMENT SIIALL [l[ IKrUR[llSll[D AND l"(EUSED: 14" SIJCIION ANIJ Dl:~CHAfWf-llf-/lJl-11K 1-'I IJ() VA1v1:-:s, QuANHfY 6 14" M i',/, H :;WIN(: CHf-CK VAIVl:-S, QlJANIIIY 4, (ON~: IS ~,rnr,ED ON SITE) + '.31,!"1P ~ilNI( • STEEL !:,UCTION srooL rlECE, (QUANTITY J) 2. f"I (J(Jf.: SHAl.l. 1-l~ R(JLJC:Hr:NHJ ANfl l-1f}"INISH[[J WITH CONrnCT[ PCR STRUCTURAL DRAWING S-2. -~-RF.Fr:R TO CONSTR!J8TION SEQl/E:NCE PER f,PF:Clf''l~ATl(JN '.;iFCl'ION DHHl.''i, Hf-~Ol-1ic ST/\IH OF l:J[MOLITION. 4 Al I, 1:-XISIIN(: Cl-1Al'ING ~HAI.I. !;If-, 1)1:-'MOl,l!:=;Hf-,l,J. ~1'tt1'f:SJ ~hT-1 EJJtTJ.N~1z1:;.;i;_itEi1:i·~t~NbM~H=r1~G81P OR c1P ll~A1N 1-'1f>1N1i AN1J w INDICATES TO GE DEMOLISHED CMWD 92--402 CITY OF VISTA I M-31 . ---"··-----··-···~-., _J PUMP ROOM DEMOLITION PLAN IMPROVEM[NTS TO TII[ [JU[NA VISTA S[WAGE ruMr STATION PUMP ROOM DEMOLITION PLAN REDUCED SCALE PRINT-ORIG. SCALE lo'" I" ",I ',N'c'~es' ,I" I ,I' WILSON ENGINEERING CON!:,ULTING ENGINEERS 70-3 rALOMAR AIRrORT ROAD, SUIT[ 300 CARLSMD, CA 92009 (819) -\JB-'1-122 ...,.., r/ ,,..,_ . . "le\',·"\', -~··· DATE --z-- PIPE surroRT, ---· SE[ DCTAIL ···--~~ TYPICAL (1= M-y 2" SEA.L WATER SYSTEM· OVERFLOW/DRAIN EXISTING 1" :~,if,"Nsc,,, :_1°""""_c __ ].--··· .. f:11::t.CCA'1~() PUMP ROOM ~I.OP · nv.:. 1.. • • ::;INK, HH:tlNNf-.Cl C:OI D WAl'FR, ROU1~: Nf-.W HCJI WAIFR l'IPING ·-.....,..__ FROM Ex1:':i'f1NC: w1::.·1 W~I.I -.. ' SUJI-' SINK ···-... .--),.;i EXISTING 14" SWING --,,.°"',·x:.,, '-1 :• '2 • 1 CHECK VALVE, TYPICAL · -... OF 4 TO BE SANDDlASTED 1 ./ PRIMl'.D, PAINTED AND Rrn£rn-,.,., 1 )~:/ ·,,"•, ~~~lf? tl~~ (fL1~E, ------- VERTICAL, 3 IN HORIZONTAL) TO [l[ SAND8LASTED, PRIMED, PAIN"![[) ANIJ R£u£rn 0-- PIPE SUPPORT SC[ DCTAIL @ c0······· P-9902 I --i ' ' I I I I i CONNECT TO EXISTING 2-f' roRCC MAIN /. ·, ~.; ....... / ::; <>>< .. ,,{ 1 . · u, . l 0< -., " 2 CV-1 I /-•------f:_-:-,. _)'' (0 --··-...._ ·/'IL_...~ LS-99SO LSI 1-9950 FOR SUMP ·- PUMP PIPING~ AIL L M-1 . f'.)tPANIJf:0 SUMF' 5EE STRUCTI.IRAL DRAWING S·-2 !I/ ' / ~ 1~· .. F.XISTINO Sl.~JIC~ {:AT!c EXISTING AIR DUCT EXISTING IIOSC RACK RFf'I AC~. ~:Xl'.-';T'ING ,,• DIF DRAIN, I WITH 3" ABS Fll"'ING LlP RELOCATED GAS DETECTOR sr:N::,oi;:s SF.F. NO'fF 2 ·-·- / FUTURE PUMP f3 '.f'"••••••1" cc··•···••ce•·•••• :f~f-----···· ---REPi.ACE EXIS'flNG 3'' CIP SUMP PUMP IJISCHARGE WITH 2'' SCII 80 PVC l-'I1-'INt> AND FITTINGS ROUTE 1" 2W PIPING FROM W~.1 WF-I I WALL TO SIJMI"' FOR Fll!SHING WATFH SYf,TEM, FOR FU.1!5HINr. SYSTFM srr DETAIi. Cu ~ / ----, PUMP ROOM CONSTRUCTION PLAN SCAL[: 3/8"-:-1'-0" REDUCED SCALE PRINT-ORIG. SCALE io'"rr·"',l'1N'c~es'el""I; ,I / NOl'FS: EXISTINO HOSr; RACK EXISTING 1 1 /'t' 2W Flf'ING ',@ ON SUCTION PIPING BENEATH ruMr, TYi"' OF 4 .. / /,-;;. _/ ___ ---SEE sri.:UCllJ~Al l)WC S-.2 // FOR l'lJMP H!'lOM r I OOR / REFINl~HING AND TRI' NC.H ' I l/ / DRAIN SYSTEM ;fj/ 1. SEE STRIJCTURAl DRAWINc": !:>·-2 F\'.IR WE:T WELL MODIFICATIONS. 2. MINIMUM DISTANC[ rROM WALL TO EDGE OF FLANGE SHALL 8E ~.. roR ALL FORCE MAIN rIrING, 3. ALL EXISTING VALVES TO GE REUSED SHALL BE REFUR8I5HEO IN ACCOriDANC[ WITH srCCIFICATION SECTIONS 1!'.i100· 2.0.J QR :,.04. 4. !ilJCIION AND DISCHARGE VALVC CONrlGURATION FOR ruMrs (f4 ANIJ HS I~ 'fHE SAME AS PUMP #2. SC[ ALSO SECTION 2 DWG M-5. 5. R[PLAC[ ALL EXISTING EXl"'OSED 4" OR SMALLER DIP (JR CIP DRAIN PIPING AND rlTTINGS WITl1 SAME SIZE ABS PIPING AND rlTTINGS fl::ISl"ING SI.Ult'.f:: CATE :OTEM FXT'F-'NSION I SLG-9980 I DUCTILE IRON INrLUCNT SCWER EXISTING Jo" \ ( l / / SEE DWG G-2 FOR MATERIALS LIST AND f::QUIPMENT LIST .--NEW SKYLIGHT // SEC ORA.WING A--2 11=====1t,i.__ __ ~;;;;;:;:==:::;;;;~ ~ ~XISTtNC W~'l WEI I SI OP SINK EXISTING MASONRY PLUG j PLNJS PRCP~CD Cl'!' WILSON ENGINEERING CQN::;lJl.TING [NCINEf:RS "/0::'I 1-'Al,OMAH AIHl-'DHI IWAI), sum -~!lll CARLSBAD, CA 9:.>rim1 (ri l ll) 4.\1-\ 44;,:,, .:e£: Qy:, l)f;;;; ::;. Wll.~:iON DATC i) P--im;,o WET WELL .. ...-······· l SCR-9815I / .. -Rf"PIACf rXISIINC> 3" DRAIN WITH .\" Al-IS \:'IPINC NEW GRATING :>EE DRAWING S-2 EL. -2.71 \J EL -2.21 \/ HIGH ALARM .... _ !:ON I fiQI. l.F.v~:L ,,_ 7'-6" [1'.¥L::"98'2QJ Cl -3 7 L...:::L LOW ALARM ·-1!. l:.l -- 1 l rr 1. -.- 1 CMWD 92-402 l~.=~1 CITY OF VISTA .. ~ IMl-'HOV~'Ml-:N l''.i 'iO 'fi-1£ 8u(:t./A VISTA SCWAG[ ruMr STATION PUMP ROOM CONSTRUCTION PLAN, MECH NICAL SECTION L _________________ ~_ .. 1r·----··_-__ -_ .... _--_--_··\•1 '] M40 I I I ---T CONNECT TO [XISTING 1'' 2W rIrING NEW tiOT WATER PIPING ROUTED FROM WIT WCLL SLOP SINK r,cLOCATCD PUMP ROOM SLOP SIN!< DAS[ CLCIOW WITI I PIP[ SUPPORT, S[[ D[TAIL @'\ \E:37 VALV~ Sllf-'f-'{)fiT, SH: l)f-.lAII f''Xl~TING I 2W PIPING p ... 9541 1/1.' (,J NEW PUMP SFE fl~ IAII DASE [LOOW WITH PIP£ SUPPORT, TYP. MOTOR // 1 f-1)1-1 P\JMPS 7,4, AND )'.,, !:>r:r I.1rIAIt. ~ ~:1/ 1/ 2 SECTION SCALE; J/13"-T' Q" REDUCED SCALE PRINT-ORIG. SCALE 1o SEE DWG G-2 FOR MATERIALS LIST AND EQUIPMENT LIST FIITUR[ MOTOR #3 @I M 9902 j [I]] 1" 2W SUMP ,....-rLUSIIING PIPING rh ---J 'J;'},~~r--i-r-' , -----~~: lfff-j' I I --7J V IU1JlllL )\ j f'UTURE PUMP *3 l It_ EL -7.5~ ~'LOOR EL -9.62± ·-SE,,\L WATER PANEL, I ::;wP-!)902 I TYP. Of 4, SEE DCTAIL NEW PUMP SUPPORT PAD, Sf-F DETAIi.@ INCHES 21 I 1··1 [II I 311 I I l"]Tr-r;i ·-· EXISTING 1W PIJMP$ r--9831 t-:1. l.ii.\ .---·-··· REPLA.CE EXISTING 3" CIP SUMP PUMP DISCIIAr~GE WITII 2'' SCH 80 PVC PIPING ANr) Fl'fllNCS ___ [XISTING 2" 1W -DISCI IARGC PIPING 1" 2W :OUMP FLUSH PIPINt,. FOf~ CONTINUATION Sf:r: Df:TAIL LI) ~ FOR SUMP PUMP PIPING SCE DCTAIL ~ ~ EXPANDf:D SUMP, SEE STRUCTURAL DRAWING S-2 PIPE SUPPORT Al1'ACH TO STRUCTURAL I BEAM (63\ SEE DETAIL~ (0- ®------- GENERATOR PAD (fs.}. SIZE Prn MANUrACTURCR L__ WILSON ENGINEERING ('.ON::;uI 'i'IN(: FNCINFFI~::; 70J rALOMAR AIRl·'(,11-11' 1-1(.)AI,), ~l,Jllr, ,\()I) CARLSBAD, CA 92009 (619) 4j8 44?.?. :;pq'q;, '?)-1~_~'\2 llf-Xl!-I~ S. WIL:>ON DAT[ SEE DWG G-2 FOR MATERIALS LIST AND EQUIPMENT LIST PlrE surroRT Al IACH TO s 11-1uc·ruRAL I-r,EAM --SfT r1FTAII. (6.:ij \8'9-7 ~XHAlJSl PIPF. WITH HINmll FLA.r COVF.R SEE DETAIL c-5-~ A-J ROOF VENT WITH RAIN CAP / PIPE surroRT, TYF'ICAL SEE DETAIL (-f.\ ~ I I __ _J NOTES: --· -·-4 LS!i-930~, I SPILL CONTAINMCNT SIJMf-" :;[[ I,ll\AWINC S-? 1, GENERATOR INSTAl,I AIIDN SHAl.l._ M_EET ALL REQUIREMEN'TS Of-Nf-1-'A 110: fMf.l~C[NCY STANDBY roWER SY'.:,TfJ,.i~ ANIJ IJH: Al·.:IICI.F. 79 DIVISION 111: STATIONARY 'IANK SIOI\A(;~.' INS1oc OUILOINGS 2 MANUFAC'IIIRf-1\ m IHf-HJf:l. TANK AND TII[ VENT r>lrlNG f'OR THI'. r:f-Nfl\Al()f{ SHAii. SUClf.ilT srccIrICATIONS AND LISTINGS roR f-ACH l(J fHF. CARLSMD rmc DErARTMENT rRIDR TO HNAI fl~'PROVAL or TIIE G[NERATOR IN'.:,TAl.l,ATl(JN. CMWD 92· -402 I M-51 CITY OF VISTA MECHANICAL SECTIONS -,i"I ""I'" I ! EXISTING CONCRETE WALL --·---. CORE DRILL, PACK , WITH NON-SHRINK -..........._. GROUT -.....,f--'"'"':.-J 1-1/:'>" MINIMUM PIPE PENETRATION NIS U l::l(')LT, llf GRINNF.l.L FIG 1 J7 OR EQLJAI CONCRETE WI\LL -..__ PIPE pi,:~ssuHr. cAuCF., -·· sn: Sl-'r,cIrIC:AIICJNS SECTION 1~,l;\(l .').()1 ·A H)k MOUNTING 1/4" ~ 1/t' riCOUCING BUSHING ------ DIAPl·ff~N.:;M SEAL 1 /'1." Tl m[ADCO NIPPL[ --- 1/2" THR[ADF.D II-" II PIPE TYPE AND CL.ASS PER MECHANICAL PLANS. fURNISl1 WITH WALL COLLAR OR WATCRSTOP FO~ PVC PIPE ---PIPE END SHALL BE FLANGED OR PLAIN END, AS Sf10WN ON MECliANICAL PLANS DETAIL@ VAR PIPE WITH NEOPRENE LINf.R l\l.l. I\ROUND ·----WALL BRACKET, ITT GRINNELL FIG 199 rtEAVY DUTY OR EQUAL _.....-PRCSSURE .---SWITCII rRESSURE SNUBBER 1/2" STAINLESS STEEL·--· l:!IILL VALV[ WITII -------HOS!' RAl'f-ll H)H ~~,O 1-'SI, R[SILIENT Sf.AT I !'Ni,l'H AS I\HllJll\rD 1/1.' IHl\rAIJfll Nli-'i-'IE -c PRESSURE GAUGE __ AN_D_;s_W_IT_CH_~@ P~f.S.~lJRf, Rt-:t.lEF - VAi.VE ··-......_ Mf,CHANICAL MAKE-UP VALVE Wl'IH FLOAT SWITCH -~ ~-Ro~ 1" :!W SYSTF.M 1" COPPm I LSli-9840 I 't' OVERFLOW TO DRAIN ~' CONCRETE p.a.[) FOR rANK AND_/ PUMPING SYSTEM, Sl:.f. l.)WC: A··-1 / / 1 1/4" ~ I" H~.DUCER ·-1" COPPER TO SEAL WATER PANELS ,. COPPER PIPE SEE DETAIL LZ:J ~ PACKAGED SCAL WATCR UNIT SEAL WATER SYSTEM NTS 3/B" X 3 1/2" STAINLESS STt:f.\., I-Ill.Tl KB II ('.Ell.ING OR WALL STAINLESS STEEi. '7.' HIIINc"l, UNISTRUT P-· 104[!55 OR ~QIJAI STAINLESS 5TEl:L l"ll"r. ell.AMP, UNISTr?UT f' 11 on:,:::; QR r·r,itJAI ' STAINLESS STEEL FRAMING SUPPORT llNISTRl.lT P-1 OOOSS OR EQUAL, I.ENCTH TO SUIT SIZE AND NUMBER of· PIPES TO 0[ SUPPORTED FLUSH MOUNT CHANNEL PIPE SUPPORT ----'----F=OR---'----P .. ~ l~P=E~S=l=Z=E_4~"------'----'A~N~D~S=M=ALLER NTS REDUCED SCALE PRINT-ORIG. SCALE lo "1 '",I "c'~ss'kl ~f! ------ WATER PIPE SUPPORT, SEE DCTAIL ~ ~ 1" SEAL WATER SYSTEM ~-1 /2" MLL VALVE 0 0 SEE DETAIL ~--- ~ (;l,C)Hfc VAi VF 'Y' (NC) SfRAINER 0 0 1/Z° S~'.AI, WAn'.R TO PIJMP BYPASSI ~-+..L+----lf1l----l _/-GLOBE VALVE DIFfERENTIAL PRESSURE R[GULATING VALV[ -ROTAMETER (C;f.lADUATIONS TO FACE rRONT) ijAI.L VALVE SEAL WATER PANEL NOTE: VALVCS TO BE THREAD[O corPER rn BRASS rlTTINGS, EXISTING CASl'-IN-PLACE . CONt:l\o.H: CEILING 14" SQUARE CQNCRF l'F 1\()1) Al l'ACHMr.NT Pl Air. 1-'~.f.l CI\INNr I, r IC. 52 NTS 0 1" )( e;" !;i'tAINI.ESS STEEL HILTI KB II ANCHOR EIOLT!:i, 4 Pl.ACES /-1-1/4" ROD, THREADED EN[)5, ~-~--WITt-/ GRINNELL FIC: 190 FYF NlH .-AT CQNNFCTION TO l-'11-'l CLAMP .~ l;'IF-'£ CLAMP PER _....---.---GRINNELL FIC:, 21 8 ....-5f.f. MFC::HANICAL. / PLANS r IJR SIZE ·-........... NF.OPRF.NE LINER CRADLE Sf1ALL BE CUSTOM -._ FABRICATED roR [XACT FIT <l~· SUPPORTING VALVE OR rlTTING All,IIJS(AFIIJ: PIPE SUPPORT FABRICATED FOR VALV[ SUPPLl[O 2-1/2" DIA----- GALVANIZED STEEL rIrr-: 1/2'' DIAMETER HILTI - STAINLE!:,S STEF.L 5~RIF'S, "KWIK BOL r' CONCRETE EXPANSION ANCHOR, Ok r:QuAl.., WITI I 2 NUTS PER ANCl·IOR BOLT f"OI~ l.[V[LING, ~ OOLTS Rf:QuIl~I:D 1 /fl' THICK NFOi'A£NE LINER 15" MIN, l t,. .~V-AL=V~E~S=U~P~P~O~RT~S~AQJ2J,,_E.___w NTS \;!!!) 4 ~,TAINl~::::;5 !;ilf-,Fl, 3N' DIA-F.101..TS WITH NIJ'TS 4 -3/4" DIA, HILTI KB II STAINLESS STEEL ANCftOR l:!01.TS WITII ~ 3/f' f:MF.lEDMENT, 2 NUTS EACI I Im1.I 1·01~ LEVEL.ING / ............. 90' D.I.P. BASE ELBOW, 14 ' DIA. OR REDUCING, SEE MEC! IANICAL rLAN -1 l" [}IA. FLANGE, TYP. or 2 ,,--1" MIN. DRYPACK _../ AFTER LEVELING DUCTILE IRON PIPE SUPPORT@ BASE ELBOW SUPPORT 3/<i" HOSE 1:!I1:!B ..... NT5 9" RADIUS __fl!£,NT VIEW HOSE RACK NTS VAR 1·1 .. ' ,1•· , 3 1/t' STAINLESS s'TC[L CONCRCTE EXPANSION ANCHORS, IIILTI Krl 11, OR EQUAL, TYPICAL or 4 s \"::, Is " Is ' C, l•, SECTION A-A WILSON ENGINEERING CONSUl.TINC ENCIN[rns 703 PALOMAR AIHl-'(11\1 ROAIJ, <il!IH" .'100 CARLSBAD, CA 92009 (61!:I) 4J/3 44.??. ~Ou,: &x; S, WILSON DAl'f: NTS NOH'S! 1. HOSE RACK SI IALL 0[ OF ALL Wf.LDED CONSTRUCTION. MATERIAL; 8 CACF. STC[l. PLAT[, I IOT Dir (iAI VANI/HJ Af"ff.R CONSTRUCTION. 2. ALL FASTENERS AND MrnlNIIN(! I IARDWARE SHALL BE STAINLESS STEEL J, l"'AINT HJ MAICH l-lunDING WALL COLOH, CMWD 9?.-402 CITY OF VISTA IMl-'H(JVH,1rNIS I() '[HF. BUENA VISTA S[WAGE ruMr STI\TION MECHANICAL DETAILS r~•~ ~""'CL1• ,";\'ji <;c,Mi-1 I ,•~•r, CONN£CT TO 2." -----Sc:H NO PVC SUMP -- PlJMP l)ISCHARCE ~;/~~~Yir7l~~:1P1NG --......_ __ SEE DWG M--4 2• PVC BAIL VALVE:------ • _____ .----·-·· fo ~~EDULE 1· UNlt)N ____________ r;==cs 1 SOLENOID VALVF ------. 1" UNION------- PUMP ROOM FLOOR PUMP ON PlJMP 1 ON /.-- PUMP 2 PUMP 1 NOTES; 1. SCJI.ENDID VALVE: SHALL OPF.N UPON STARTING OF flTHf'~ SUMP F>lJMP. 2. roR SUMP MODIFICATIONS SEE STRUCTURAL DWG 5· ·2, • · THREADED (:Af> 4'-6".J: (EXISTING DIMFNSl!lN) SUMP PUMPS NTS ____ 2" Cl IECK VALVE THREADED P'VC UNION ·-.. _ FH:lf-:RGI_ASS REINFORC~:IJ PlASTIC GRI\TING SUBMERSIBLE SUMP PUMP 13AR SCREEN 1:1:STREAM NOTES: FlANGE TO MATCH COMMINUTOR PLAN VIEW wtT WE:l.L l'JOWNSTREA~ -COMMINLJTOR 2" WE:f Wl;iel,. SUMP PlJMP DISCHARGE PIPE, SCI-IEDULE 80 PVC _L ,:r,;:-9L,.. L ___j 3" I-2'-"' -I 10 GAUGE STAINLESS SH:El PLATE. SECTION A-A 5LJITAIRE HlR BOLTING TO COMMINUTOR 1. FURNISH TYPE J16 STAINLESS STf.i;;(, f:lOLTS FOR ATTACHING CHUTE TO COMMINUTOR, 2, CHUTE SHAU. f'ff f-Al:lRICATED FROM 14 GAUGE TYPE J0-4 STAINl.f.55 !iH:~'.L PLATE WI l'H 1 0 CAUGE STAINLESS STEEL FLANGE FOR f.lQl.TIN(; fO t:OMMINUTOR . • ~. IJIMENSIONS SHOWN ARE FOR REF"ERENCE ONLY, CHl.JTI' !>HALL 13E CUSTOM FAE!RICATED TO nT COMMINUTOR AND EII\R 5CRf-:fN Pf.:C)VIDE:D. 4, FIPING SHAI I 81:: SUF>f>ORTED IN AN APPROVED MANNER FROM TH~'. FRAM~-OF THE BAR SCRn:N. CON f~ACTOR SI IALL SU[lMIT SHOP DRAWINGS OF TH~-1-'11-'ING AND !>LJPPOf.:1 SYSTEM AND :::ii lALL COORDINATE WITH MANIJFAr.TIJRHl t)~· THE MR !>C~H N 1:1f:1NC SUPPLICD. CHUTE NIS REDUCED SCALE PRINT-ORIG. SCALE 10'''1 "ii ,Ne"" ,1· "'"'hi'' 1 NOTES: 1. ROOF DRAIN PIPING SHAU, B~ AE!S. 2. PIPING SHALL BE SUSPENDED FROM THE UNDERSIDE OF THE C:f.NFRATOR ROOM AND ELECTRICAL R(J!lM H.OOR BY METHODS TO BE APPRDVf' IJ HY THE ENGINEER, j, /;(.!:-:ANOUTS SHALL BE PROVIDED Ai ALL BENDS. '4-, BACKUP ROOF DRAIN$ SHALi., BE ROUTED ALONG INSIDE WALi., ANf) CORE DRILLED TO SLOPE THRQLJ(}l-l WALL ANfl Hc'r"END 1" BEYOND EXH':RIQR ~ACE /JF WALL AND D15CHARGF .In Al:l0V£ EXTEr~IOR FINISHED GRADf. 5. SLOPE PIPING AT :.? PH~(;[NT MINIMUM, IJISCHARGE BACKUP DRAIN I /J PAHKINC ARr.A cXISTINC PIIMP STATION ·-C(lNNff::T 6" ROOF l)~AIN TO 8" STORM DRAIN 2% MIN. SLOPE iJ -----11~-- ] ROOF DRAINAGE PLAN SGALF.:! 1" "" 1 O' Ct.AWO 92-402 CITY OF VISTA IMl-'l·!OVFM1:NTS TO Tl I[ BUENA VISTA SEWAG~: Pl!MP S IATION PLAt,I~ Pr:tlYAllt:I) l1Y MECH NICAL DETAILS WILSON ENGINEERING Cll!!lll!lJ. ~ ~"' Cll!!lll!lJ. ';t1tllzlE ll~f >J>llliillC DE.SCi;;!IPJlllti DRAWING 8CHEDULI!! """' --Qf"",(;Rlr>TIQ.r:i """' --STANDARQ ABBREVIATIONS ........ TIR.E ') lJJOAf :) CIRCUIT l:jRFAKfR. UPPFR NlJMl:lf.H l!:i H!AM£ Sj2[. Des r:' Fl(IW SWllCH, CONIAG! N'.;l'ION AS NOTED ON E·1 ELECTRICAi STANn.&.Rn S'IMBOI..S AND AEIBRl:.~AflONS A AMP£m::, MAX MA)(IMIJt..4 LOWE"R NUMAFR IS TRIP RA TING DRAWINGS AC ALTl:.HNAIIN<'.: CUHHl:.N] MC MAINTAINED CONTACT 11 1iOAT ~-,. Af AMPl:.HI:. ~RAM£ MCC MOTOR CONffiOL CENTER -·-··-E-2 [l[CTRICAL SIT[ AND <;ROUNDING F'I AN AFG J\1::10\11:. HNISH!:.ll CONCHL 11:. MCM ll!OIJSAND CIRCULAR MILS • THREE POSITION SWITCH. MAINTAINl:.Ll CllNTACT $ Al"'f Al!OV[ l"INl::il 1(0 rLOOI{ MCP MOTOR CIRCUIT r>ROTECTOR □ ........ FUNCTION MA\' VARI' AS NOTED ON lllN.>l{AMS. FLUSH TOGGLE SWITCH, SINGLE 1'01 F, SINGI f" THROW ··--· . . . .. AFG AOOVC riNISHCO GRAD[ "" IAANIIOLE CENTER POSl'IION IS OFF E-3 1)1:.MOLIMN PLAN I " AI.AP[R[ mIr, "" MINIMlJt.4 OR MINIJTf .. ·----··"·· . ··-........ ATS AUTOMATIC Tf1A.Nsrm SWITCH MLO MAIN 1.IJGS ONLY □ ....... TWO POSITION SWITCH. MAINl'/IINl:.l) GUNl'ACT $' l'HHl::1:. WAY __ ,,,_ AU)( Al))(ILIARY •ov M(!ffiR OPFRA TFl1 VAi VF ACTUATOR . FUNC.TION MAY VARY AS NO!l:.1.1 ON l.llN,:;f~/1.MS Fl \JSH mcc1..r SWITCH, E·4 11EMOLIT10N PLAN II AUTO AUTOMATIC Mm MOUNTING AWG At..tF:Rl!cAN WIRF GALJGF "" MOmR ... . . -~--,,,. BC f:IARf (:Of'f'fR ' NF.lJTRAI. □ MOMF.NTARY C:ONTACT PUSHBUTTON. fUN(;'llON k>-----1 FllJORE:SCENT rll<l\.JR[, 'SEE LIGHTING SCHfDLJI.F. . E·5 DEl-.lOLITION PLAN Ill BD BOARD " "" AUTOMATIC ...... MAY VARY AS NOTFD ON DIAGRAM'.:i '" BREAKER " NORMALLY CLOSflJ .. C CONDUIT NCIO NORMAi l,Y C( OSFl1, E·6 NEW SINCLI:. UNI:. !JIA{;I\AM CAB CABINET INSTANTANf.01)5 Of'f.N □ "' 1-.lOMENTARY CONTACT f'USHBUTTON ~'" PROVISION K) LIGHTING FIXTI.JRE, WAI I. MOUNIE.1.1 CB Cl8CUIT DR[AKm l'lCTC NORMA.LL Y CLOSED, cos ..... FOR LOCKOUT. SEE LIGHllNG SCHEDUI.F: ---..... ,,.,·~···· CKI Glll(;UI! TIME CLOSE -···· .. -··-----E·7 EQUIPMCNT [LEVA TIONS cu:; CDLING NCTO NORMALLY CLOSE, □ G.U. GUNUUI I UNLY TIME OPEN □' I.O!cKAF'.ilF 11ISCONNF!cT SWITCH. RATINC AND MH-t,1AN!IOLE PB-PULL80\/ HH-HANl1HOI E ' COMP'I GUMl-'/1.H fM£Nl NEC NATIONAL [L[CTl"(IC CODE ._, ._, OR AS NOTED ON DRAWINGS E·8 DETAILS AS NOTED ON l)RAWINCS. PO PUMP ROOM POWU-l PLAN GONO GUNUUGIU~ NII.; NO I IN CONTRACT ···-···----.. -·-·· GONI GUNl!WL "' NUMDER -···· --GUNIU GUN IINUl:.U NO NORM/I.LL Y OPEN Ozs ..,_, I IMIT SWITCH. NORMAi I Y OPEN -,-lELEPHONI:. CONDUIT. SIZE AS NOTED E·9 MOTOR ROOM f'OWER Pl.AN GI-'! GUN llWL 1-'0WIJl llll\N'.:ii 0I\M[fl NOIC NORMALLY OPEN, " CUNlf.:OL 1-'ANl:.L INSTANTANCOUS CLOS[ E-10 " CUK~l:.NI I IU1N'.;f OflMl:.H NOTC NOriMALL Y OPCN, GROUNDING GHIU oil (l80UNDING CONDUL";TOR SECONl.1 ~LOOI--: f>ow£R PLAN '" CUl-'1-'l:.H TIML CLOS[ Ozs -l,lt..tlT SWIT!:H. N()Rt.lAI I Y C:I OSEU ------o-Silo'. A'.:i Hl:.f.JUlfKD OR AS NOTED ON r)RAIMN!iS """"" '" GUN ll{()L l~l:.L/1.Y NOTO NORMALLY OPEN, DC UII\LG'I r~ul\lKtiT nME OPEN ---· ... ····-·-·· ........ _ E·11 Fl FCTRICAI. DETAILS I MiC (1ISCONNEC1 " NAM[l'LATE -.-!---., ... Ul'.:iC ',;W Lll'.:iCUNNLCI '.:iWll'C+·I NTS NOT TO SCALE ~NOTO TIM[ DELAY R[LAY CONTACT CROUNl) 1-'ICIAIL. :;I.l[ /1.S NOTCO ON [IRAWINGf, E·12 DPlll LlUU!JLL f-'OL[ DOUBLE Tl IROW OL OVf.Rl,OAD OFF DELAY, NORMALLY Qf'fN, T1t.lF OPFN ELECTRICAL Df.TAllS II OPST DOUDL[ POL[ ~3INGL[ TI IROW CB f'IJ~,HBl!TTCJN ··-------··· --·---··· .... ··-··· DWG [If/AWING " f'IJI I AOX TIM[ 01:l.AY R[l,.AY C:ONTA!cT ----L--.-EXOTHERMIC GHUUNLl CONN[CTION E-13 uGIITING PLAN ANO SCHEDULES M DOOR ~WITCII cc PHOTOCELL TNr.TC CL.[L[V [LEVA MN "' PANFI orr D[LAY, NORMALLY CLOSED, ""' \cl OSFD ... ---·--CMT [L[CTRICAL MCTALUC TUBING POS l'OSITI()N .. E·14 [0 EL[CTRICA.LL Y or,ERA TED " f'AIR -.-!---CONTROi 111ACRAMS I rnsT [~ISTING "' f'RIMARY ~NOi~ IIML D[LAY l\1:.L/1.Y CONTACT. LIOL!LU GROUND CONNECTION ON IJLLAY, NOHMALLY OPCN, TIME CLOSED mo rURNISI l[O [JY O'M-lrn " PRESSlJRE SWITCH E-15 CONll-!Ul DI/I.GRAMS II fljf{ I Ll:.Ul:.H rr roTENTIAL TRANSFORMER -· -----···---FIN flNISHl:.l) '" POLYVINYL CHLORIDE , TIME Dl:l.AY Rf.LAY CONTACT. ----0 CONDl.llT RFN111NC UP -·-·· .. Fl.A FULL LOAD AMPS 1-'Vl/f!C'.:i PVC JACKCTCO RIGID AMCTO ON Of.LAY, NOR~ALL y Cl osi=:o, TIMF OPFN E·16 CONmOL DIAGRA~S 111 Fl FX Fl F:XIBI F (;ALVANIZED STEEL CONDUIT ™ Fl OW MFTFR REGEP HEGl:.f' I1\GLI:. -,,,_ ·--··-····-··-··· -··· F~ Fl OW SWITCH RGS HIGID t;/\.LV/1.Nl:li:t) STCEL CONDUIT Osov + ---COIIIDUIT [!ENDING DOWN E·17 CONTROi DIAGRAMS IV FT OR ' Ff.ET OR FOOT ""' REDUCl:.U VOLIAGI:. W"r1. OlLT/1. ~01 (NOln Of'FRATf.11 VAi VF " Ft.OW TRANS~I TlfR SEC SECONl.lAHY ',,,,, ···------FUT FUTI_IRE: SFI SF.I FCTOR ... E•18 CONffiOL DIAGRA~S V "''" flJll. VOi.TAG!: NON Rr\/l"R~.INC, s, SPARE --4----<f-----UN!Jl:.kGROIJND 00 CONCEALED CONDI/IT GALV (;ALVANIZEO SPFC SPF.CIFICATION ~◊TOR CONTROL CENTER DRAWOUT STARS ·----GD GAS DETECTOR!:, ss STAINLl:.S'.:; STEl::L -·---· ·-·--· E·19 CONTROL DIACHAMS VI GFI GROUND FAULT INT[RRl)f'T[R SPOT SINGLI:. POLI:. DUUl:ILE IHKOW EKPOS[O CONDUIT, NOT[; Al I, F:XPOSED CONDUIT "' GROUND FAULT f'ROTf.CTION SPST SINGlf POl.f. SINGLl:c (HROW 181 ' MOTOR STAH l'ER WITH THl:.HMAL C.\\11:.l!LO/\.D$. ---SHALL 0[ RGS UNLESS OTI-IERWISE NOTF/1 ON ... GNO OR G GROllND s, SHUNT TRIP ~fo'Xr-NUMl:ll::R INl)IGAl'ES NLMA '.:ilLL DRAWINGS E·20 CONmot IJIAf;RAMS VII "" HANDHO( F STA STATION ··-··· ----"" HAN11/0FF /AUTO '" '.:;11:.EL OL HOMF:RUN CONDUIT WllH J CONDUCTORS, N[UTRAL -·-· ,,,,, .. ,, ...... ______ ,_ "" HFATFR '.:i!R ~I/1.H I1:.H -+l'-MCJTOR OVERLOAD CONJ'AGI --.ff'--ANf1 CROUNO, CIRCUI l'.:i l,J,5 E-21 IN~Tf1UMCNTATION I " INTFRRllPTINC CURRFNT " SOLl:.NOID V/\.LV£ '"' l,J,5 PANFI "' IN OR " INGHFS OR INCH SW SWI IGH ·-·· . -·-· -.. ''° INl1ICATING SWl:IIJ SWI ICHl:IUAIW 0 0 0 E-22 INSTRUMENl'ATION II INST INSTANTANFOUS " li:ckMIN/1.L 1:10)( -0 MOTOR, NUt.i[J[I"( INDICATE& HORSEf'QW[R DRIVEN GROUND flOD -J/'t" )( 10' Cu CLAD STEEL INSTR INSTRL!MFNT m Tl:.Ll::PHONI:. E·23 INTI K INTFRI Clr.K !l::MP ll:.Ml-'l:.IV1fU!lic ----· ··-.. INSTRIJM[NTATION Ill ,IR OR ,J ,IUNC:TION ROX, GONDUL.ET OR TERM I1:.l{MIN/I.L -~ INDICATING LIGH r, f'U~H-'fo-l[ST. LCTITR ® FITTIN!i AS RFQlJIRrn RY NEC '" !i::Ll:.Ml:..IRY INl.llCA'll:.S COLOR. DRIVFN !iROUND ROD ANU tJHUUNIJ llOD TEST WELL IINI FSS OTHFRWISF NOTFD ,s fl:.Ml-'~HA rufll:: SWITC\1 R~RED 1:1-1:!LUE c-GHEl:.N A.:./1.Mi:lrn w::'MIITE .. Kii 11WATTS TS2W IWO '.:il-'1:.1:.U IWO 'MNDING i------··-····· "' 1---.. ··· -·-···· LCL LONG CONTINl,IOl.l!:, LOAD TW/SH TWISTFD SHIE"l.DED 0 CONlAC'fUH OH Hl:.l.AY COIL. LETTER OR PANl::LBOAHIJ OR A'S NOTCD ON DRAWING LCO LOCAL CONTROi PANEL ,,,, TYPICAi NLJMRFR IS OFSIGNA TION = LE' L[VEL IINGNI) llNl1FRGROlJND UM LIMIT uo, l)NI FSS OTHF:RWISF. NOTED -----·-····-----LR LOCAL/REMOT[ ' VOL TS " NUflM/1.LLY CLU$Ul CONTACT. LETT[FI OR LO'S LOC:KOLIT STOP STATION w WATTS -+l'-NLl,.mrn IS Dl:;Ir'.:iNA TION ~ LIQIJIIJTif;HT Fl.FXIBL.F. CONDUIT LS L[V[L OR LIMIT SWITCH W/ """ LT UGIIT W/0 WITI-IOlJT ... ····--····-·-·· ·----·--·-"· .. _,, ____ _L _L LTG UGIITING "" WEATHfRPROOF " NOFII-AALLY OPEN CONTACT, l.[TTF.R OR _L GROIJNO " U)W VOLTAG[ )(FMR TRANSFORMl:R -I f-NUMBER IS DESIGNATION -,-MA MILLII\MPrn[ " [)(f'\.OSION f'ROOF -, ..... MAIN1 M/\.INTAINCO ZS f'OSITION !:,WITCH OR I IMIT SWITCH "'" !,1/1.NIJAL ,. lHRFF WIRF e RUNNING TIMF MFTFR, NON·-RESETTABLE □"' ,.,.,.,,. .,.,.,._ HEATER, RATING AS NOTF.D ON l)RAWING .. F(ltJR WIRF . ···-~---!En--FUSE, NUMB[~ INDICATES RATING i3 i3 HORN OR AUOIBLf SIGNAi _.,.,,. -,,,,,,: CONTROL TRANSFORMfR RA TIN!i AS NOTED ON 0 ANNUNCIATOR ALAFll,,l WINDOW -""'). Of?AWINGS OR A.$ FIEQUIFIED BASED ON l.0Af1 srnvrn ··-·· _,. .. ,,, .. ,., ___ , ___ ( e Kil OWA TT l,ll::TFR "' "' "' PHASE --·. - DPs '):;-PRESSURE !'",WITCH, CONTACT ACTION AS NOTED D TERMINAL, IN'tl::~NAL WIRING ON DRAWINGS ·"· .. 0 u.,.;.) Powrn nv.NsroRMCR RATINGS AS NOTED D TERMINAL, Fll:ll) WIRIN(, rr'rn ON DRAWINGS -··· . - cw f1l,JPI FX RFCFPTACI F. 70A, SPf:C CRADE GROlJNOINC TYf'F UNI.FSS OTHERWISE. NOll:.Ll Uos MAGNETIC DOOR SWITCH ON 11RAWINGS. <] TFI F.PHONE" oun ET ---~ CONDUIT sruB our _,,_ ,. .. -· -·. .. ----~ II E-1 I JUNCTION !:10)( OR CONOL)IT FITTING AS NOTED OR ¢" DISCONNCCT SWITCH, F -FUSED © RFQlJIRFD. [Q; NF -NON FUSED ~11<:HJ~<~ CMWD 92-401 (:C,HOWN WITH CQN[llJIT TURNING UP) " \/)( -AMP RA TIN(, ~<>1r1.1.¾[ ::-t ... ~~· ~-I CITY VISTA I Des ti LE.VEL SWIJ'CH, CONTACI ACIION 0 TELLMl:.lln 1-'0INT VlA PLC I ; ~, •. ')IO?o'; ~ l OF AS NOTl:::U ON DRAWINGS .cp.s3o~* --·· .. "',;; ffrI!!._\.Slf:<-IMPROVf"MF.NTS TO TH[ OUCNA VISTA SEWAGE r'UMP STATION D ,---, ,~-"""I t /Jf' C~l'I.I I I I I CON'IROL PANEL OR EQUIPMl:.N I AS NOTCO ..... ,_::..:.-_ ELECTRICAL STANDARDS SYMBOLS L.--...J 1...--...1 • AND. 1ABBREVIATIONS ~ M()RAES/PHAM & ASSOCIATES 1-· ·UA /,/ ' "· .... -. I I I -_., D,1,1': 1 : SHro" •.• 1.\L QI" " (.'f)),1.$1/1,TING ltl,itr.rRIC.AL k lit~H.I.NIC.AI. INCINEBRB "' ·-= ' ~~-111 Alll'NIOA 1,Ncv,w; ,~. 1==· 1~ .. ;:.. l~r~~ I CAl'i(.88AD ci.. j:,,1(111 (~i~) 4.ll-7177 : -~ED~: = j017A ' ' REDUCED SCALE II ./ / I I I I ~ ' N // 1/1/ ' / SCALE: 1• =5' / \ / , ' <:==i f ! i I i ! f I I I I ------------------------ REVISIONS NO. DESCRIPTION BY DATE APP'D AS-BUILT (THIS SHEET ADDED) DSW 2/23/95 '//lj 10'-0" BLIND,-=---::jt:i FLANGE 5'-0" 4'-0 .. DETAIL "A" 15'-5" BLIND FLANGE .· ·'.i: ;,· . . .... , CONCRETE -BLIND FLANGE CONCRETE CONCRETE, 24" X 24" SEE PUMP ROOM CONSTRUCTION PLAN, DWG M-4 DATE Pl.ANS PREPARED BY WILSON ENGINEERING CONSULTING ENGINEERS 703 PAL:OMAR AIRPORT ROAD, SUrTE 300 CARLSBAD, CA 92009 (519) 438-4422 DEXlER '5.'~WILSON DATE 2'-0" 2'-0" DETAIL "B" CITY OF VISTA IMPROVEMENTS TO THE BUENA VISTA SEWAGE PUMP STATION BYPASS PIPING PLAN RCE ·DATE' CONTRACTOR: PASCAL AND W□WIG DATE: STARTl;;O: 7/1/9• W.O. NO. □RA.WING NO. INSPECTOR: s•N CHECKED BY: 3017A I l ( ( NO. I @ I I __ ,-__ I I I I I / / / I / I / / / I --I ,,,.....,........ I I I I lx1sTING 1·c (SE:E NOTE 1) I I I t c,,.-----r}'7'}'71--ai"'1F NEW 1;!:l<V Fl;f;OE"R. ~f"ER TO~ / r,. SO~ ORAWIN(,S '/ ' . I I • PROVIDE: 2" COODUlf COMPL.lT£1/\ ~ ✓, 'MYH '!,j!n NYLON PULL CORD . ..-/ .. , , NIOM SCIO.Ii£ SE'.!i:\llCic POI....E INto / / ELECTRICAL ROOM BELOW TEL-CO ./,. ,'_. BACl<BOAAO. STUB-UPS AND / E)(POSED CONDUIT SHALL 6[ / / '.' RIGID GALV.-.NIZED STEEL (SEE IIIOT[ 4) / / / // //' I ,/ · I '/ I /l I , I 1 '/ ' ~"'"""----x< . R VISI N DESC~l'3TION OY A0011-ION TO CAU.OUT JMM 2/3/94, I f;I ' I I I I I I I I ' I 1:--., I ' I I I I -L REDUCED SCALE PRINT-ORIG. SCALE lo ___ _....,...-·· ""'"' ACCESS Pl.Alf~ [l(ISTlNG -'IA / GAP TAMC✓ / / / / - I I / filC"TRIC """" [)(ISTING PUMP STATION EXISTING HYDRO- PNEUMATIC TANK (SEE NOTt. 2) ~~PA() WOl,INt ··,....----\.---- ~~~ MA-i • SEE APri'ENDlll 11 ) & \) ·-_ __...__ ___ . ....._ ____________ ..-......_~-~--~------- ··-· ' ' ~ 0 ,, ' ., CD I ~--=-.......... ================ ELECTRICAL SITE PLAN SCALf: 1"•10' ', ' -:..;_ \\ l II ii I' Iii !ii 11! I I I , I I I I ' I ' -?' I ~, i ' I ' I I/ ' I ' I I I I I I \ I. r I \ \ \_ \ ~------noM.:llJII ~ - CMl.[ (TII', 0F Z). ~ Jll S.S. ~ ~ ~ c.'S. Cll(MIIE ~ GIi [WAI.,~~ CAIN.IlA$1111E~- Nf;l,IA 4X LOCKUII..E MANUAi MOTCR STAR~ METER VAULT PLAN SCAlE; J/e"-1'~r/' i. ;.u_ CONOUIT PENEmAllONS 51-W.l B£ F'Rfom.Y -.u;n Nm !!'i£Ai.m Wii.l'ERTI~T, 2. iW.. COHOUIT AHO D4Ct.OSI..IMS SMM..i.. 1£ SIX.Q. Y YQI.IN'TW IIIA 1/4" )( 2 i/4~ STUD AHCMORS. 3. $UWf' PUWP CABLE 9-iAI..L ll!lt :!'il.llT._ '( Sffl:A#il M'.UC~ \,II.A, J10 S.S, CORD GRIP. CROUSE HINDS oill: [QI.JAi... NOTES 1, COHffl:ACTOR SI-IM..l.. [XC/1,VAlE, MP~ N40 SIJWCll"T ElCISlWC, 1" ~ C(llll;ll,ll't AT DISnNG MA GAP TAHK CON~ACTOA SHAl..l P1a( 1,1P CONOl,IIT ~ tlll!lillNO ~ STAlKJH AT [)OSTING IW WA~ PUMPS NC) EXlUIIO 'o'IA. ,-:W ~/4" llla5 COIDJIT ti) ..c,_ [,'IIISlW'tG COMOIJCTORS S11J..ll IE ~'-C). C(»IITAACTQA SHA.l..l. f1JilllNl9-l 4'14+G (2 sPAACS) ~ TAMI( TO Wa', EXISllNI, 4" SQI.IARE ~X AT WATEJII PUMPS SMALl I[ ll"D,i()\-0) Mil) "°"-.ACED '111111-l A extX4" l;"A!j:T IRQN A.l..l.OY lJliFt.AN(E) ~ WIJH GASl([T[() CO~. CRQIJS( 1-e!OS T'!'Pf WA.I;! OR EQUAi... 2. CDN1RAC'tOH 9-IAU. RlM0"4: (2) [)(ISTING 1" RGS COHOIJIT FllOM H'roltO~PNIJfMATIC TANI: TO EXISTIMG PUMP CONffla. PA.NtL Nt:W l/♦" "'"'8 SHAU. II[ INSTAU.ID ~ IIQl.llW TO NEW htCP. CONTRACTOfl: SHAU. PuLL 'fl,j,+G TO WCfi f°" CONHIEC-noH Of N(W E;U:CTAQllf.S AND SOLENOID. EXISTING WAl'Etl: IIIINl'.E-LIP ~ :!HM.I. K ~. NEW ~OIO !;HAU a{ AS WANUF"ACT\IRf;D BY 11Uft1(£T. ALL lifM.L l'(M[ffll,A,110NS SHAU. BE S[>,tEI) WAlf.RTI(";I-H. :J. CQNTAACTI;R ~>.ti. ~l.O C(l(IADINATE AU. ~ WON( /iiltJ Dt .. VA-notil Will-I [1(15~ CQNOt,IIT!), YARO PIPINI, ANI) Q~ E~f. AU. U,C,.noNS c:;i: [lftlM. ~. ~TS AHO EQVll"IENT StlAU . .-; ~ ~ fWM l'O l!IIM:N(ING Gfl()IJN(), COHTIIACTOR 51,!All ~DINA.TE TELE~ ANO "!UfYtlRY AfQIAIEIEIITS llllnt PM:IFte 9E:LL CONDUIT ~AU. BC CON~TE EMCA5£0, arY a< VISTA IE-21 ~M1'$ TO 11-E ~ \lt!TA 5DIIIGE PUliF STATI01'4 ELECTRICAL SITE PLAN .J'Nlllr,. MORAES/PILU( & ASSOCIATES ~ ~. ~ - 111'111~-l'ITI' IF ,. I I EXISTING MCC · 8 " • " .. " p 200 200 200 7,5 7.5 WATFR PUMP NQ.l ~ ~ [j] '"%~".:'01 1... ED1W GlJRRFNf tJRIVF GIRi'lHlR'!' f+-------------+ m F.XIShNG PUMP SEWAGE PUMP N0.1 $[WAG£ PUMP Nt\.i SEijiAGf f'UMP NO.:i EXISTIN.G MCC-A CONIBOI. PANF.I. (PCP) [Xt'.:illNC 1200A, 4.!101.', :!illl,· :!i WIRE SUS " 1 N ;,: t / !l,l)MP PUMP N0,1 ~i 0 ' N ;;, t' 1 fVNR SUMP PUIJP N0,2 lllllAE ) !IQAf (? J §: ·" " WALL 0MOUNT'f,I) lCFMR •11n 1 !IK V-6., 1111, 41i:!QV, PRt. 1:;'0/7:<l()V. Sf.C. 120/240V, 1111, :!i WIRE LOADCENTF.R .1;1US ''" ) ,P ('.5f.E NOTE 2) 1'>llAI' !:IOAf ) EXISTING E:NCu)StD ----CIRCUIT BREAKl::.R ··---..r ---:-. ., 3"C,(3)2/0+G ---I ;2£~ I i--.v-(XIS'ilNCl MET'f-R CAN I l I J"c ( EXISTING '°"" -. ~~I:' -_J I I 120/2'10V L __ _( LIGl-l'nf% SERVICE ,c. .... EX/STING TRANSFER S't'l!fCH r 7 F.XISTING ,?4 CIRCUIT I 1111,HTINI, PANEL "A" I I I I f+-----~X!~Nll~~~t~;~~R A~;, -----< U'l'ILIH M,!it'F.RING ------r----,--------- 1 I I I I ' I I· , I . I L-,.-I _,) I · I 800111 ---7 I I I I I I_ _ _J I / EXISTING f,DG&f ,-----i-:-----<, ~~~cl'I, 3 ~RE I I I I I i i t I I f+---~ I I I I I I _______________________ L_ ----· -------·---__ J f-•-· 4"G (6)250 MC~"!"G r·--·------7 r ---·· ! f"XISTINI, I I T\IR81NC I [XIS'ilNC llJR!:!INI:. ---· 7 I GENERA TOR ~(I, 1 I GENE'RA!Of.: N0.2 I I I !, ·-·---·--·--·---· ---·-· ,J ~--•-----C-----• ---------~-----------~--------------------· ----------, t'.XI "\'INC 4DDA, OV, JIii, ~ WIRE BU$ """" ) ·'""" ) 1llOAE ) ,,., I ,,., I ,, .. I ' ' ' fVNR ) XFMR "r3• 7 l/2 KVA 1111, 4ROV PR1, 120/240V '" ) " '" " 0 $EC, it " ,u 120 2-IOV 111' J Wl~ LO CEN R eu ) 1.!!A ) '°' ) " " 0 " i i ~ .0 15A ) " .k:='"9"" :w~ ~5'0W 16A ) 1P I I I I I ' I I I I I I I I I I I L_ ----. --· J 2 PUMP ROOM WET 'NELL E\/HAUST [Xl,lf\USf FAN rAN -----,j t :i " 't. 3/4 1111"1 HANOLINCl '" UNII COMPRESSOR (ON f.\OOf-) 1/2 l'IJFI,. PUt,1P N0.1 ,. 1/2 Fl,FI ,itJMP NQ.7 ~ POWFR Rfffl'TACI.E mo, CURAENT <.::LUTGll[S r-- 1 I I I I I ,., vsc NO.I PUMP N0.1 EXISTING SINGLE LINE DIAGRAM V$C N0.2 PUMP N0.2 vsc N0.3 [ / .. · ] INDICATES EQUIPMENT, CONDUIT OR WIRING TO BE REJAOVE:D. ALL EXISTING PUMP STATION ~gx~:l~~:::~6N~E~A.IN FULLY OPERATIONAL UNTIL N[W EQUIPMENT IS Ct\Ml>Ll:.HCLY INSl'ALLED AND TESTED ~OR CONTRACmR SHAI I, FURNISH AND INSTALL 2" CONDUIT AND (3),112 TI-l~IN/TI-IWN + GROUND FROM EXISTING 2~ KVA TRANSFORMER ·r2· TO E\/lSTING LIGHTING rANEL "A", CONTRACTOR SHALL ALSO INSTALL A l" RGS CONDUIT FROM NEW MCC-1 ro TRANSFORMER ·n· AND (2),116 Tl-1!1N/TI1WN + GROUND. ALL ltMPOl-lAl'IY WIRING SHALL BE FlJRNISHED AS REQUIREO TO ELIMINATE PUMP STATION DOWNTIM[ 'MIil.£ TIMNSF£RflrNCl t\Vl::H 10 NEW EQUIPMENT. -7---~-- 1/8 1/4 BUBBL.E.R QOMPRlcSSOR N0.2 CMWD 92-402 CITY a= VISTA IE-31 EXISTING LOADS TO BE SHIFTED OVEA JO MCC-1 SHALL l:ll AS FOLLOWS: WATER PUMP N0.1, WATFR P\JMP N0.2, SUMP PUMP N0.1, SUMP PUMP N0.2, PUM/!> ~t\Ot.1 EXHAUST FAN, WETWELL EXHAUST FAN, AIR HANDLING UNIT, AIR COMPR[SS(Jfl ANO POWt::R ~ECEPlACLE. SEWAGE PUMP MOTOR!:; SHAU. Bf. INCREASEO ro 300 1-l,f', AND SHALL BE Vf.'1.1 Ct\NIROLLE.D. GONlRACTOR SHALL. INTFRCF.Pf FXPO!:;F[) CON[)Ulf RIJNS ON ALL 011-IER EQUlrMEl'lT AT MOST CONVl:.Nll:.N I LOCA'!ION ANO REROUlE TO MCC-·1. AU CONnLJlf, WlRF:, C(lNDUIT SUl"l"ORl"S, PULLBOXES, CONDUIT IMPROVEMENTS TO TH[ □UENA VISTA Sr.WAGF PUMP '.>TATION BOUll:.'.:i ANl.1 APPURTE.NANCES SHALL BE FURNISHm ANl".I IN!;fAI Im C{JNl}(JCTORS SHALL BE COPPER STRANDED Tl-lHN/Tl-!WN AND ~HALL 1:11:. ~HI:.!:. OF SPLICE.S. . '.SEE DRAWlNG E···b FOR NEW ruf.lr STATION SINGLE LINE DIAGRAM. REDUCED SCALE .JM]f,._!{5)!!AE,S/PHAM & ASSOCIATES r.(lt,l$1J1,111'tG El.Kf..'TRICAL Ill NEClliNIC.ll ENCIN'IBRS M.1~ A-~A F:N~~ $'IE, ~ CAAL"§ll,(l CA, IY.!00$ DEMOLITION PLAN I IIPPR(MJ>. 51 QI' ,., ,; ~ I ~ I " ··-7 i~0 l ._J) I ---...J ·-·--l::XISTING-SEWAGE PUMP N0.1 (TO BE fl"EMOVfD) SEE NOTE 3, [XISTING-MCC-B (TO BE fl"El.10\IED) SE[ NOTE 8 RELOCATF GAS DETECTO!l" TO NEW WALL, ( EXISTING CA nI00Ic f-'fWTCCTION IJNIT (fO !"-:CMAIN) . EXISTING 1:!Ul::IBLlR _/ --·--- --fXISTING 'M.fwE:LL [XHAl,JST FAN COMPRESSOR N0.1 . -AND NO.:.! ANU (TO RF.MAIN) SFF NOTE 6 . ll:.Ll:.Ml:. IR1 UNI I l:)(ISTIN(, f'l)MP N ILO 1100\/[ Cl)NmOI f'ANFI '""'" ,,,;,.,v : (_IT)(_-'_/~. : RVICF /TRANSFf'R I \ \,;;J' I ~7)it[~0\ILU) ~ii ~~;.[~~Vfn) --:~,"· __ --:-___ --~--_]a',,: -~":_ ___ ·1"·- N WIW.H AN!} I IGHTIN(, I '-., '--I ANFI A' SfC l>WtJ I ..... , ___ ..__ ( RELOt:/IIL ---fi f"OR ~OUIPMl:.NI ... ,, ___ _ 1:.XISllNG m 81:. Hl:.MOVl:.U ..____ / PHONE: OOOTII ',...___ ' ;r,··' // [)(ISTIN(; AIR COMPRESSOR (TO REMAIN) SFf: NOTE ~-' '._/"-----:•-'-'<·-_// ---_./ ;.'r--- -----'----l 1 C~::~_ .--/ .. [XISTIN(, SFWACE PUMP N0,3 (TO AF REMOVED) SEE NOTE ;:!. --::t:j]/-------EXISTIN(; TFI F;PHONE SERVICE TO l:IF REMOVED \------------ MOTOR ROOM DEMOLITION PLAN [~ ~~,-:::7 INDICA TE'S EQUlriM[NT TO f'!F REMOVED. I 2. CONTRAr.TOR :'",HA\ I REMOVE O.XISliNG r· CONDUITS TO MCC B NEW J/1" CONDUITS SHALL Bf ROUTED TO MCC-1 AS f:l[Ql,llf"IEQ Sff nRAWINC c.-9 ~OR NEW R[QUl(<[M[NTS, J. ALL CONDUIT ANO WIRING ON fJ(ISTINC SlWIIGI:. flUMF1S SHALL BE DIS(:QNNfCTED AND RWOVED. EACH PUMP HA5 A HUN Of" J 1/2" !"-:GS FOR f'OWf.Fl ANn A l 1/4" RU~ CONOLtlT RUN TO f.)(ISTINC MCC-B ~OH CONTROL l"URPOSES- CON!RACTOR SHALL DISCONNECT ANn RFMOVF. ALL CONl.1UII, !",:[CEl"TACLES ANn MANUAL STARTl:'.R$ rROM EXISTING BUl>l::!Ll:.R COMPR[•,:;,:;or.:s [:.'.ISTING CXJNntJITS RUN l'O PUMI-' CONWOL l"AN(l. CXJNTRACTOR SHALL ALSO !"-:[MOVf ALL 8Ul>l::!Ll:.I~ PIPINC TO W[T'NCLL, AS WE:1.1, A!': FXISllNC ~LOM SWITCll[S IN Wf.TWf.l.l, TFI.FMETRY CABINET AND Rl:.Li\lH) CONUUII fO r.c.r. SHALL, Al.SO AF Rf:MOV'c.U. l)LLlvrn T(LEI.AETRY CAAINFT m lHE. OWNI.R !'> CON llll\t: IOH $111\LL r.:rnoVE EXISTING j" CXJNIJUI r TO··MCC-!:J. NEW 3/4" C(lN[1LJIT SHALL 1::11:. l!OUTCD TO MCC-1 AS RlQUIRLI) SLL UIM'MNG-[-9 FOR NFW RFQUIREMl:.N TS. 6. CONmllCT'O!'l SIIALL {\[MOVE [)(ISTING 1" C(lNf}lJIT TO MCC-A. N[W 3/4"" COND\,JIT SHALL BE ROU!(U TO MCC-1 AS Rl:.LlUIHLl.1. '.x.L 0I\AWING E--9 FOR NFW RF.QUIRl:.Ml:.N I'.;. 7. CONll~ACTOR $IIALL DISCONNECT f:XISTING FUEL PUMP N0.1 AND N0,2 AND RfMOVF: E"XIST\NIJ l" AGS CONDUITS ANO WllllNG lo MC(;-A, f'USHBl.lTTON STATIONS SH/ILL AL'.;0 0[ !",:[MOVED-SPACF ::iHAI.L BE UTILli:'.£D OY NE\'/ '.:iLALWAlm PUt.APS, sn: nFlAWINC F··!I FOR RL(JUll'!O~[NTS 8. CONmACTOR $HAI I f1ISCONNECT ALL WIRING AND CONDUIT ANri Rf:MOVE THE FOLLOWING [)(ISTING FRff STANDINC ENCLOSl)f:l[S, MAIN SWITCHBOARI), llrnN,:;rrn $WITCH, MCC A, MCC-R, RE.tJU IRON II CONTROLLER AND PUMP CON'ffiOl. l"ANf.L, 9 ALL f.Qllll"Mf.NT SHAii RE CARl:.fULLY r.:rnovrn FREE OF DAMAGF. 10 CONTRACTOf:l SHAU .. COORrnNAH·. 111110 SCHEDULC ALL DEt.AOUTION WORK WllH 1"H£ OWNER ALL NEW [QVIPM[NT AND CONTTIOL SHALL BE Tf.!':TFn ANrJ OPERA !ION/IL ocroric f"/[MO\ilNG ANY FXISTING VIT'AL EQUIPMCNT, l"UMPS SHA\ I DC 'Sl'1tll-iG ovcri TO NEW vm's AN!} CON'IROL $Y$TCM ON[ AT A Tit.Af. AS NFW -~DD Hf> MOTOf.:S ARC INSTALLED, 11 Al.I. WALL /INU fLOOI{ PCN[TRATIONS ANO QPFNINGS FROM Ul:.MOLlnON WORK SHALL BE RF:SffiREO ro ORIGINAL PRE-CONSTRUCl'ION (;0NDITION ALL NEW PFNFTRATIONS SH/ILL tJ( $[ALEO WI™ NON SHRINK CROUT. N '-------------~--~-------------- REDUCED SCALE PRINT-ORIG. SCALE lo"'' ",I ,"',His ,I 1··1 I I I ~1·· I I I I I 41 TI,JR~INF ------ (;f.NfRA TOR N0.2 (TO Bf FlFMOVEO) ' 7 I I I I I I I I l::-. -.,... .. =.= _J ~]! ll----_J ' 7 I I I I I I I I L _J r;;=zcz;====cc,1,// PUMP STATION ROOF DEMOLITION PLAN SC.Al.E: 1/4"-1' tl" / I · ·--TIJRRINF GENERATOR N0.7 (TO BE:: RE::MO\IE:D) [)(ISTING AIR HANrJI ING UNIT (TO Rf:l.1AIN) S[[ NOTE 5. REMOVE PC:.RIMI:: (£R ANO ROOF MOUNTl:.ll LICH)',:;, SUPPORTS, AND CONllUI !'.;. ( !'"(P. OF 7) 2, ALL NEW EQUIPME::Nl 11,Nl) GENEr.:/\TOf:l!', SHAU. RF INSTALLED AND Of'l:.RA!IONAL BEFOR[ RCMOVINC f.XISTINC GENERATORS ALL WORK ,:;1-1ALL 0[ CLOSELY COQRnlNATFn ANrJ SUHl:.IJULl:.i:J WIT!-! THE: o~rn 3. CONTRACTOR SHALL FlFMOVF: l'URl::!INI:. G£NCRAT0f1!'] N0.1 ANO N0.2 r;QMPI FTF WllH Al.L CONllUITS, CONNECTION 90)1.[S, CONDUIT BODIF!':, CONDUClORS ANO ALL APPU~T[NflNCf.!:, Al.I FQlJIPMFNT SHALL Bl:. CAl{£!"1JLLY R[~OVED f.'I{[[ or DIIMAGE AND SHAI I RF TIJRN~.ll ovt:li TO TII[ 01'/N[R roR REI.I!:,!:" OR :'",Al VAGf PlJRPDSl:.S. 4. ALL \.lOOF PCNCTRATIONS SHALL 61:" PFRMAN~NTLY Sl::.!ILED AND PATCll[(I RAINTl(;HT ~-CONTRA(:ffiR SHALL fURNl,:;H, MOUNT AND WIRE Nf.W .~OA, 4AOV, -~ POI.~ •• NC.MIi ~)( DISCONNCCT SWITCH ON f.Xl!';TIN(, AIR HANnllNC UNIT. l:.XISIING 1" CONDUIT TO ~cc A SHAii Rf: REMOVrn. Nl:.W J/~·· <..:ONOUIT SHALL Bf RQIJTFD TO MC{) I AS REQUIRW. SI::[ 0!"-:AWING E-10 FnFl RFQlllFlFMFNT'.>. CITY CMWD 92-402 a= VISTA [GJ It.1PROVFMENTS TO Tri[ BUE.NA Vl'.;IA ::;~-WAGE PUMP STATION _JMJfl. MORAES/l'HAl,( & ASSOCIATE~_ CONSULTING BLBCTRIC.U. & l>IECIL\f'IICAL 111'11/IIIIK~liJl ~2:)1) /1\,fNIDA [NCNA!. ~TL C ~~IIL$8AD CII, $~ (81~) 431 7171 DEMOLITION PLAN II 1'1~ 1,i;rn_g_or --~,t. I 1 ~~=:a--1 s,:; -1 r~,~, 7 A 1 ' "IIJ~8. GtN. :~ D l')R[Al\'.[I"( ,·' ~TIJ: 11 w l'IJRB, G[N. t!RY'll'Fll. ' AR[AKCR LXHAUST FAN Sfl'AGE ,' 7.51('.'A \ ,' ,, ,i,'4 ., '" WETWELL XFMR SPA(:E _._,~·.::: ~.:.;;: 0 B QQ [] F>.HA!/ST f"AN T3 ' ,' ' ' ,/ ,/ "T:'!" FUEL PUMP ,' I . \ 00 0 0 0 @I F.IRFAl<[R ,' NO.I ;-~Gl.ll'RQN (l © 0 (S>) I· CJ. h ·' CONTROi.i.ER I l ,' lr,ICOI.AING ' [I (1 "10 '"" 1'10 AIR HANlJLIN~ 12 $PAGE:: FIJE:L PUMP UNIT (f{OO~") "T.1" N0.2 C/r,OL[ = ' ' t( D D 1.'11:sr. COMPl. L _ _j l"ANli:I ' ,' CO~fPR['.;SOf/ SPAC!:. ,' ,' ,' M,!,,\N ~ ~AQE. SEWAGE SEWAGE 'o=""==co~, f>UJ1(P ruMP >UM!' WATER If TRt,,N!5f[R NO. 1 NO. 2 NO. J PlJMI'> N0,1 Sv.'IT(;H ,' ,·•' ' ,,•' ' n SPACE SPACE SP",CE w;..11:.1-1 ;;:r-·· ,.:fM1l 1:l BRFAKfR PUMP NO.<! -- / u u , .. -~('.(; -11 o'Rf. .!.Kic:R ' ,' ,, ~ SUMP □· L f'LIMP NO.l ---~- ,,' -·· r,1 ANI<'. ,·•' ' ' l].__ _L_ " 1 --MAIN !'!Rf.AKER SUMP ,,. ,, PUt.lP ,N0,2 ,' .. ''A;, ' ,,,' ,' a;,-. , .•. EXISTING PUMP CONTROL PANEL AND MCC ELEVATION _L ___ , ' ' -, :=;CALE: 3/-1~1'-0" . .... .. . ---I I ., .. ' INOICA l!:.'.-i EOUIPt.lfNT TO BE rm-.iOVl:.U. . " " ,, . ,. ALL [QUlf'MENT !;HQWl'l AOOVI:: SHALL BF RFMf!'IIFD ArTCR INSrALLATION OF NF:W S[IWIC[, ffiANSH:.R SWITCH, G[N£RAIOH NQ.1 AND N0.2, MCc'::; AND MCP ALL NEW [OlJIPM(N I SHAI .t flf OPERATIONAL B~FOMI:. RFMOVINI, ANY UB'". LXl::i!ING EQLJIPMf_NT, ALL l-'NW/1.l CONDUIT R~lN~; ON [)l;!'.>l!NG EQUlPt.lfNT T(I REYAlN S\\11,LL Bl::. lt-lTERCr"PTm EXISTING MCC TRANSFER SWITCH AND MAIN SWITCHGEAR ELEVATION "' 1'1·11:. ,,m::;r f:QN\/ENIENT LOI.'./\ !ION ANn RF --ROUTED TO N[W !:.OUll·'t,ffNT A!; Rl:QUIREO. CONllUICl'OR :::iHAI I FIELD INVES11r.;AIF. Al I f)(l~TIN(; CON[JI IIONS TO rirn=:RMINE W◊r(k. ANU IIME RFQLJIRFMF:Nn-::, SCALC: 3/4"-1' o" ,. UlN'!l'IACTOR SHALL CLOS[LY t.:OORDINATF ANO SCH[Dl)Ll /ILL WORK WITH THF QWN[fl T[Ml-"Ol'UIRY WIRING SHALL 6E ,. I I INOICA n.s l:.OUIPl,ffNT TO BE REI-AO\l((.l. PROVIUl:.IJ RY THF: CONTRAC'loH /1.S RFQlJIRm TO 1-AIN1~12[. L/OWN IIMI:.. ,, All CON[JUI IS PFNFTRATIN(; rLOOI\ •;HALL BE RFMOVFD rLOOR llfl'l(lHITY AND FINl:=;H ~HAU. [I[ R[f,;tOl-lf:::IJ 11,,S ,. All ((JUIP~T !';1-(ClWN i>.60\A:: S!(i\Ll BE RElo\Cllll'TI At~R !tlSTi>,LL/',\\OI-I OF Ni'W SER\llC[, 'fli/\N'.EHR SWIT(.i-l, R[QUIR[[I. GENCl!A'ltlH NO. 1 ANn NO, 2, MCC'S ANI} MCP. Al I Nf.W [QUIPMD'ff ::iHAl.l. BF OPf.RATIONAL !:l!:.l·OR!:: fs!;MOVINI, ANY [)(ISTING l::QUIPMENT. P(Jt.lP STATION EOUll-'MENT POWFRF.:i:I 011 CONTRO~Ll:.ll BY I INF:-Uf' SIIOWN /180VI:'. SHAI I " ,. SEE Dflf\W!Ni.l f" -Ii FCJR NfW SINGL[ l.lJ'I~ l)IAC:RAM. SWUNG OVl:.H l'O NF.W MC(:-1, [XISTING Sl:.WACf': PUMPS SHALL 0[ 11!:.MOVl::IJ ANn RF:r>LAC[D l'MH -5UU HP VFri CONTf<OLLl:.I} PUMPS. AU. PARTIAL CONI.\UI I RUNS ON fl(ISTIN(; [QUlf-'MLN I' TO RFMAIN SHA.LL UI:. IN 11::.HC:FPTFri AT Tl-IE MOST GONVENIF.NT J.OCATION AND m,IWUTl:.D TO NFW f.QUIN,l[N1 f\'.!,. Hl::QlHRm (:ONmACTOH ::iHALL FIFt,r., INV[STIGAT[ LXI IINC CONr,lJIT R(JNS TO DOLl!MINl WORK AN[l TII.A[ f"l[OUIH~MC.N rs. ,. CONmACTOR SHALL Cl o:;F(.Y COORDINATE ANI} '.:;CHFOlJI f ALL WOr"(k WI l'H IHC' 01',t,jf"R TCMPORIIFIY WIRING SHALL " rROVlDrn Br CONTRACTOR AS RCOUIRE:I) 'f() MINIMli'.E DOWNm.K. •• ALL CONDUITS f'EN[TRA TING I· LOOR SHAI I FIi: REMOVCD. I LOOH INTFGRITY AND mrn:;H '.:;HAll. F!F RfSTORED AS 0 0 LIGHTING TRANSFORMER f.ll::QUIRrn "rt' 25 KVA ... aov PRIMARY 1?0/240V S[CONOARY (TI) R[MAIN) ,, Sl:E DRAWING E-6 FOi-i NEW SINGLE LINE DIAGRAM, 0 D 0~ EXl$11NG 2"c (TO 8E REMOVED) --'.iEE NOTF ~ --· LIGI-I IING TRANSFER swnc1-1 (l'O BF. RFMQ\l'c:D) EXISTING t'c (TO 8E R[Movl::o) --- -~ u 0 0 -, .. _ ( EXISTING Lll'.lH IING JL PANEL "A". (TO Rf.M,6,IN) --) ____ MAIN OR[AKER DISCllNNFGT ffiQM ffiANSFE:R SWITC:H AND -----(TO 6E REMOVED) RE(;ONNECT rilRECTL Y TO 0 (_, 0 ---- LIGH IINC TRAN!;FQRMER "T2'" 0 0 --JJ 0 Q --------llllUTY 1.AETERING AND tXISTlNC INCOMING 120/2 .. 0V SERVICE: (TO E'IF RF."'10VCO) EXISTING J2QL21QV SERVICE l\NQ Ll!:il:IIlt-JG PANEl, tl81' ELEVATION Ht,/ NOT TO SCALE l[I=~ I I INDICATES EQUIPM£N I rn 6E REMO\IED. ·1 CMWD 92-402 I. l/}{!7-~ '1f¥t,~· 2. CCtfiRACTOR !lHAL\. ~MOVE [QIJlPMENT AS SHOWN ADOVI::: AND FURNISH ANO INSTALL A 2" RGS CONOUIT FROM EJ<IST1Njj iM~'"'°~t I CITY a= VISTA I LICHTING TRANSFORMER "T2" [O EXISllNG UGHTING PANlL "A". CONDUIT S!IALL BE PR(CfSEI.Y AFNT AND SOUOLY * o/· 6/30 ~ llr SUPPORTFI) 6Y ,t,r,PR01/£[J MEANS. f:ONTRACTOR SHALL FURNISH AND CONNECT (J) /12 THHN/THWN CONDUCTORS + ORDUNO ~?lB/:~ IMrROVCMCNTS TO IHt. tlUENA VISTA SCWAG!c PUMP $'fA!IQN FRQt.A LIGHTING ffi/lt-l~FORMfR ·rt' TO LIGHTING PANr"I "A", WORK SIIALL NOi INTFRRlJPT NORt.AAL rUMP S!/\TION OPFRATION, TF:t.lPORAR'r' 'MRINU SHALi .. Flt FURNISH[D /1,:; R!::QUIRFn WHILE REM0\-1NG l.QUIPMENT. Al.I CIRCl/1~'( [NT[l{INtl LIGHTING !~2~t ..... DEMOLITION PLAN Ill PANf.L 'A'' SIi/iLL Hl:.MAIN. ,. [}l,\$ll!'OU 1 1/11." R% CQNO\JIT ANO WIRE FRnM MCC-6 TO D~iS'nNG TRANSFORt.lER ~T2~ SHALL ~I:: REMOVFn. CONTRACTOR , ,, SHALL HUN NEW l" RGS CONDUIT ff!OM EXISTING TRANSFORM(R "T'2" TO Mf:C--1 ll,1T)-I {2) {,(J + tJROUND. C(IND(JIT SHALL DE PRECISl:cL r BF.NT ANO SOLIOL y SUPPOl-lrrn. ~,\.~S/PHAM & ASSOCIATES I"""" ·:Id.,,_• ,_ _ II i .. __ ~ I I I CONSlll,TJNi; 1/:~tCTRICAL 41 IOl:CRANJr.,1.1. t:~l,ll'IEER:S ~ _ 3,~1.'.l. " ~ " '1i.n: ~~ ~m~Vt.NICl~'1'!CIM~5 s1r. a ,,:-'"' -] F =;. ,~r~ I ~'511.t,IIO>i.~llOOII (819) "'31--7117 -· ~=:~, : I-IE~iil"lrf. 3017A REDUCED SCALE PRINT-ORIG. SCALE lo ' 0 0 0 90" 000, Q 0 AlS U CONTROL ATS CUNIROL 0 0 D' '' L) HOUSEKl:.lPIN(; PAD t ___ ···----=- DISTRIBUTION MFTFRING SECTION SECTION 0 0 / NEMA 3R ENCLOSURE WITH s1flIP UGtiT, LIGHT SWITCH AND RECEPTACLE UNDERGROUND PUll SECTION 0 HOllSEKEEPIN(, PAD ,..,._ ________________ 1•i-O" MAX-··· !NCOMINO CAl;IL!c COMPARTMFNT P(JMP NO, 1 "'' BREAKER PUMP NO. 2 Vf'l} BREAKER Fl F.ClRICAI ROOM EXHAUST FAN !iPACF CENERATOR ROOM f:XHAlJST '" XMFR XMFR 12 I-1'1!-L BKH BKH IW WATf.R J"UMJ" NO. 1 IW WIIT[R l'lll.AP N(I 2 • XFMR:-l!iPARF f··l'BC" .JOA l;IKR 8KR 18 SPACE: PANELBOARO "POC'' WETWELL WASHOIJ'MII SUMI-' 1-'UMI-' ANO CIJN IHOLS !'i KVA XFMR "T···PBC" , SUMP PUMP NO. 1 SUMP PUMP NO. 2 S[ALWATER P(JMr:> NQ,1 '.if:AI W/111:.H PUMP NO.:/. PUMP NO. 3 VH) BRE.6.KER ' WEI WELL EXHAUS'f "" l"UMJ" ROOM EXHAUST "' '" HANOI.ING UNIT ELECTRICAL ROOM AIR HANDLING UNIT IIYORO-TANK Alf\ C◊Ml-'lll:.~'30R - INCOMING CARIE COf,ff'AfHM[NT -WALL r HOUSl)(EEPING PAD ---~-----..• r·_':_':_:_:_:_:_:_:_:_:_:_:_:_:_:.:__:::':';-'---:-:====,.~.:. .. :. .. :.,.:. .. :. .. :..: __ ===-'-.:':::'========='::JuL'.... F1N1sH1:.o r"Loor-t ___i__ __ c, ___ -_:_~_:_-___ ---___ -:;::_::_::_::_::_':_::_::_:.:.::.:.::.:.::_::_-:_::_:::_::_::_~::_::_::_::_::_':_::_::_::_::_::_::_:_:::-:.:::.:::.:__--L_,,-1 /'". FlNl5Hfr:> r1 00R c:==========-~--==-=--'--,,..L--==~==:,.::;:=:::::;::=========:::'::::'J .. / FINISHED rLOO~ -· @JTIUTY MAIN fF (A!iCO OPTlON SHOWN) @OUTDOOR SERVICE ENTRANCE EQUIPMENT ELEVATION (!)MOTOR CONTROi CENTER 1 IMCC l) ELEVA]ON ALL CONDUITS TIJRNING UP INTO STR!JCTI.JRff, !:,HAU. fff !':QI lnl Y SUPPORTFl1 PRIOR TO CONCR!:.11:. f-'IJUfl. !'IND SIIALL TEfU.llNAT[ AT CQUAL LENGTHS, l;)'.ACT l,f!C:ATION SHAii AF 11FTFRMINFIJ RASEIJ ON CtJNUUII 1:.NflH AREA ON EQUIPMENT ACTI.IALLY FUf"INISHED Al.I.. CONl)l)ITS SHAii TIJRN IIP PllJMA AND SHALL 81:: ~1111:.ll W11H INSULATING EIUSHING':,. 0USl!ING~ SHALL BE THERMOSETTING l'H[NOUC 07./!iF:DNfY TYPF A All RICIIJ GALVANlll:.l.1 Sllll c(JNIJUII'.> SIIALL DE flTT[D WITH GROUNDING TYi'[ BlJSHINGS 0(/C:fnNFY TYPF RIG. GROUNDING BUSHING'.:i '.:iHALL BE SlJITAfll'( OONDED PER NEC REQlllRl:MfNTf, 2. All CONDUCTORS WITHIN STRllCTI.JR[~, !'.HAI I RF NFATI Y TRAINFn ANl1 HARNF.SSED. 3. HOllSEKE[PING PAD SHALL BE 3" HIGH AN[} !';HAI I, !:IF NF:ATI Y ANl1 SOI 1111 Y CONSTRUCTED WHH HAUIU'.:i ON EDGES AND CORNERS, ,1_ CONTRACTOR SHALL fllRNISH FACTQRY f.N(,RA\/fD lAMINATFn NAt.iFPI ATFS FOR ALL EOUll"Ml:.NI ::iHUwN ADO\IE NAMEPLATES SHALL BE AS MAN(IFACTIIRFn RY SFTClN I11FNTIFICAT10N PRODUCTS OR /11-'l-'l.:OVl:.0 !::QI.JAL. SEE DRAWING G-3 FOR LIST OF EQllll"IJfNT Nl,JMRFR:=;. 124,1 (:l,f.AR I ::,t;" CLtAR ------'-----PUMP N0.1 VFD 56" MAX, (TYP.) ~r-/ Vf0-1:1902 J ... -·-+---PIJM,-'c.:c:c·c'c· c"'cD------+------PUMP NO, -+ VFD ------11----PUMP NO. ~ Vl-'!J -----+----36" -~, .. ~.,~,,-....... 12· CLR ho- I / mJ !l!IU1 I /"'L':!"P:~~9,0~ ] / Vf-1)-990.; I /" ·I MCC--9800 RI r---------1 I I I • , I ' I L ____ -·-·-· I I I I I I I I I I I I I I ! SPACE FOR ruruRE PUMP N0.3 VFD [7 " 0 0 0 LJ 0 0 0 0 0 0 C7 0 0 0 I p:.t.t'l"ll'l+.liJJ! 1:rm1HrHi:tdl 0 O 0 0 CJ 0 • • Bl] 0 0 -rAN AND rllTCR COMPAJHMENT (TYP. Of 4) 0 0 " 0 MAIN CONTROL PANEL (MCP) ij SEE DRAWING E'.-22 FOR I.AYOU'I Of-• !JCOH MOUN TEO COMPONAN l'.:i ANU ANNUNCIATOR WINUOW '.:iCHl:.i)UL[ - DOOR ' ' r:>UMI' NO. 4 "fD flRfAKfR INCOMING CAOI..E COMl"AIHIJENT 1-'UMfl NO. ti vm BREAKER SPACE CONTROL CENTER Sl::I:: MCC-1 NO l!:.'.:i f\[)0\1[ J 1200A "' BHl:.AKO:R Q<i) @ 2 /MCC-2) ELEVATION CMWD 92 402 1[87 @SEWAGE PUMPS VARIABI E FREQUENCY DRIVE (VFD) AND MAIN CONTROL PANEL (MCP) ELEVATION CITY VISTA l. ALL CONDlJl"f'S TURNING UP INTO SlRUClURES SHALL BE SOUDL Y SUPPORT'fll PRIO!l TO CONCRETE POUR AND SHALL TERMINATE /11 !::(,)UAL Ll::.NGlHS. [.X:ACT LOCA110fll SHALL BE 0fTERMINF;l1 F.IASED ON CONDUIT ENTRY ARl::A ON EQUIPMEtH AC lUALL '( rul~NISI ICD. ALL CONDUITS SHALL TIJRN \JP Pl \Jl,IFI AND SHALL BE FIT!EO Willi IN SULA TING BUSHINGS. 1::!USHING::i $HALL BE: THERMOSETTING r:>HENOUI; OZ/GFnNF.Y TYPE A. ALL RIGID ClALVANill:'.IJ :':ilH.l C:ONlllJll''.; SHALL 1::!£ FITTED WHH GROUNDING TYP.E BUSHINGS OZ/GEDNEY T'l'Pf fll.C,. GROUNDING 81.JSHINGS SHALL RF SUITABLY BONUEU PEfl. Nl::C Hl:'.QUll~[MCNTS 2. ALL CONOUCfOH'.:i Vll'll·IIN CAOIN[TS SHA.LL BE NEATlY !RAINfll ANl1 HARNESSED. \ CF IMPRQVtMtN[S TO TH~ BUENA VISTA S[WAGE rUMf' STATION EQUIPMENT ELEVATIONS II --.._MO ___ R ____ A __ E_,_S ___ /PIIAM & ASSOCIATES 3. HOUSEKEl:.PINU PAD SHALL BE: 3" IIIGII AND SHALL Bf NfATI.Y AND SOLIDLY CONSTRUCTtO 'M't'H ll:,41,0IUS ON EDGES ~ -APPll!M'll:---;::i / ,,.( _./ /Ill\ ,~ 11 I AND CORNERS. C()N:!HJi.'I'Uit(; .Cl,tJ(:fRl!":I\I. ,Ai MRc.lUNlr.AI. RNGINRRRB R Ill" ~ WORKS 111;~ .l.Cl.,:J;'),··'J'~ l~w ~~ (:I' 71 4. CONTRACTOR SHALL nJRNISli FACTORY ENGRAVED LAMINATED NAMEPLATES roR VFD'S. NAME:PLATES SHALL BE AS lmtl ~l'f)•l(hl ENl~III.~ ijl'f.. I) l&.wf,Q;;, l f I1 ~IAJm"b~ ~ r ~ I ~---------------------------------------~c~~A;,'.::~:~:-'_'_v_,_'_"'_"_'_"_-"_"_'_"_'_"_""_'_'_'_'_"_'_"'_"' __ "_'_'_o_""_D_,_o_,_'_'-_'_"_u_,e_•_'_"_r_,_u_"_'_'_"_'_"_'_''_'_'_,_' ____________________________ L·_-__ .. _~_-_·_-_____________ "_'_"_·_''_-,_"_'_J__t..,.,,,;:'.'.'"'c'".''.'."::;;;;;;;;;;-='-~t="=·= .. =·iwm="":7='=='--'E::J~•=··="="=:~~-"'c::---c'coc·c,7=A===~-J REDUCED SCALE PRINT-ORIG. SCALE lo'T''' ',I ',,'c~es' al''~'"' I'' '4] / ! I I I I /. REDUCED SCALE I ' I ·-1' I _-\ -\ ---~ .--~-··· .. ----__..-··· HOME POSITlON S\.'i1TCH TO BARScill:.lcN CONTROL P/INl:.L 3/4"t:, 1Jf1-'i+G 3/-4-"C, 2,f14~-G PUMP N0.1 PUMI" N0.2 TO MCP l"C, 1Ci,iil4+G __ _.- DIWWELL flOOOED · SWITC!➔ •, J/+"c.~--- -1111 . (2 SPARES) MCC--1 3/4"G; JtlO·t·C -- 7#14 J/4"C, JtlO+C ----' 0#14 NOT[: SfF nRA1MNC E--12 FOR S(JMP PUMP nF:TAII.S LOS/FORWARQ REVERSE 11! PRINT-ORIG. SCALE lo"'1 ___ j ·-·-··-··-----··' ' I CONTRACTOR IS CAUTIONED. WETWELL AREA IS CLASSjF1£D AS CLASS I DIVISION I, ALL COJIIDIJIT WIHING ANO SEALS SHALL BE IN STRICT ACCORDANCE Wln1 TI-IE N,E,C, ARTICLE !}01. ALL CONDUITS SHALL BE SEALED, AU .. SWITCHES SHALL 0[ W,RED INTRINSICAl..t,Y !i:AFF OR SHALL BE SUITAOL[ roR A CLASS I DIVISION I I.OCATlON. UQI.IIOTIGIIT CONDUIT SHALL NOT BE USED, I] l .. i1 I: OF 4) ~--~-~'-'.';-· --~ 'I PUMP N0.'4 ~-'-,.-..c.;... __ _J ' \ I I i I ///- V4"C, 2f14+0 / -~~~J/~"C, -4IH+G ;• '----'---::1/4"C, Bfl4+0 ;:,.._,J!l. __ ,-,-0-,-,-,-.-,u/NCTIO• ,o, "" co,,ecm, // Of FUTURE PUMP N0,3 SE;AL.WATER / / "--,-r ' ·· ···SUMP PUMP N0.1 SUMP PUIIIP N0.2 MIXING VALVE SOLENOID Fl,JTURl; P!,JMP NO . .::! LOCATION ___ _J SOLENOID AND PRF.SS(JRF SWITCH. CO!L /' / UP 4,il1HG. INSULATE !\ND PRO\ilDE .,. / NUMorns AT DOTI I ENDS '// /I ' ' PROVIDE JUNCTION BOX FOR ,/ /' CONNECTION OF FUTURE r:>UMI" NQ,3 _,/ LOS. COIL UP 2,ilU+G, INSULATE / / AND PROVIDE WIRE NUMBERS . / A'I OOTII ENOS, _...---__.-····· .... ________ _.., PUMP ROOM POWER PLAN SCALE; 3/l:l"-1' n• NOTES 1. CoNDUl'I L/IYOU) $HOl'IN 1$ f"(/f( CONlMCTOR GUIDANCE AND IDENTIFICATION PURPOSES ONLY, CONrnACTOR SHALL LOCATE ALL CONDUITS TO BEST SUIT FIELD CONDITIONS AND t.1INlt.1I2'f. CROSSOVFRS AND DENDS. ALL CONDUITS SHALL OE Pf"ICCISCLY OCNT ANO SOLIDLY Sl/f'f'ORTED, EXl!)TINC"; C.ONOUIT SUPPORTS SIIALL NOT 0[ \JS[D rori N[W CONDUITS. UQUIDTIGtn CONDUIT SHALL EXCEED 24" WITHOl)T SUPPORTS. ADOIMNAL PIJLLOOXCS AND CONDUIT OODICS Sl·IALL BE FURNISHED AS RF.QUIRf.D. 2. A.LL f.)(POSED CONDUIT IN Tl-I[ PIJI.AP ROOM AREA SHALL BE RGS, $l)f'f'(IRT!i SHAI I AF UNISTRUT OR EQlJAl, HOT 011' l,Al. VANl"1TD AFTFR FAARICATION WITH 7INC Pl ATFO HARDWARE. 3, WETWELL WASHDOV<'N Slll.Af' f'l)Mf' l.OS SHALL BE OF TH[ FACTQRY Sf Al Fr1 TYPF SUITABLE FOR CLASS I DIVISION I LOCATIONS AS I.AAN(JFACTIJRf.D BY CROUSE HINDS f.NCI.OSIJRF SHAii RF IRON ALLOY. ~-CONffiACTOR SIIALL riRQVIO[ ALL LAQOR. I.AAT[RIALS AND WlRINC.: FOR Rl:I OCATION OF lcXISTINC: CAS OCTECTOR SENSOfl:S IN WETWELL 5. 9UOOLCR SYSTD.1 STILLING W[LL SIIALL 0[ LOCATCD TO DEST SUIT f1ELD CONDITIONS ANO SHAl.L Bf. SULIUL Y SUl-'f'OH l!:.U. ~-CONTRACmR SHAii, RFMOVF FXISTINC 1· CONOUIT FROM JUNCTION BOX Al ~AN 1"0 MCC-A. N[W 3/~" CONrJUIT SHAI.I RF ROUTFO TO Mee .. , AS REQUIRED. 7. CHECK VAL.VF I.IMIT SWITCHF:S SHAI I. BE AS FURNISHED BY EXISTING CH~C:k VALVE: MANIJFACnJRER (M&!-1 VAi, Vf CO., ANNISTON, Al AAAMA). CHFCK VAi VF I IMIT SWITCH AND ~HACK!:. f ::iHALL BE OBTAINED FRQM THF FACmRY. SHOP l)RAWINC.:S f"!F SWITCH MOUNTING DE:TAIL SHAl.l. Bl:: SU~Mlll!:.ll 10 !HE: f.N(:INFTR FOR APPRQVAI, PRlf!R m INSTAI I ATION. I IQLIIDTIGHT FI.EXIAI.E CONDUI !, Wl-1!:.f.:!:. RFQIIIRm, SHAii AF !ilJPPr"!RTFn AT INTFRVAIS NOT TO F.XCEED 24• AND WIIHIN 11· 01· l:lOXES AND rJF\ilCF!', 8, CONTRACTOR SHALL DISCONNECT AND RF.MOVf. AtL f.XISTING CQNrllJIT, SUPPORTS, WIRING ANl.1 GON'll'IOLS AS RfQIJIRED AU. f.)(ISTIN!i CQNnt.llT f'l:Nl:TRATING Gf"II INC: OR WAl..l.S SHALL 81:. H!:.MtJVl:.1.1. WALLS ANn f:FIIINI, SHAii AF RF:';TORFn m PRF Cf!NSTRlJC":TION CONDITION. CONTHACrOH SHALL IILLll INVf"STIC:ATF Al I, FXISTINC: r.ONOI TIONS RFFOHF '.iUHMl'l llNC Hll.1. 9. CONTRACTOR !':HAI.I. COOROINATF AND SCHEIJLJLI:: ALL WUHK Wl!H IHl OWNER [)(!STING CONTROLS SHI\Ll RFMAIN IN OPFRATIONAI CONlllTION UNTIi. Al.I, NFW WUHK IS COM!-'L!:.l'!:.l.1. cuNrnACTOR SIIALL FURNl!iHFIJ Al.I. 'T'E".MPORARY WIRINC AS R~QUIRl:.U. CMWD 92-4,0? CITY VISTA [BJ IMrROVEMENTS TO THE BUENA VISTA 5t.WAGt. 1-'(JMP STATION _MJli,,. MORAES/PHAM & ASSOCIATES CONSULTING 111:LBC'I'RJCil. & 11:BClliNICAL KNCINIDIRII = .t.'-"ltlD.t. fl'ICIH.t.5 5~ Q r.AAll'ill.O r..t.. ~= (GH) 4.11-7177 PUMP ROOM POWER PLAN AND BBREVIATIONS 111=.TOR rlf' PtJII I~ ij'fAAl'l,'r>. Yl!'"~l!i..rnft:'""'"'"" VfD LIN[UP ----(ELECT. ROOM) ""' ,_, CONDUIT STUB __ , ..... · ' : [HfWI.JGH WI\LL UP ·--:----• [Hl{UUOH l::Ll::C'I. I HOOM ::iLA~ BUILDING SF.'ISMIC ---- INTERFACE. PROVIIJF. su::E\IES ANIJ FLEXIBLE CONDUIT A'.:i HEOUIRf"D. CONDUIT SUPPOflTEn FROM CFII ING OF MOTOR ROOM. ,I I i: i_li, I ! I ' I I REDUCED SCALE MCC-\ I.OS ll't' PI.JMP NO.I , : I .---r S[ALWATER ..---rl i sroRAGE TANK i 1 __ .--f-SEE NOTE 6 DN SEALWATCR PUt..lP N0.2 SFALWATER P\Jl,ff' Nf/.1 1''C, 6#10-1-G · . (lf14 ,co-, ~I ,,---~~------~ I I r--------. ' ' ' ~ I I 11 ' I I 11 . .i 11 SEW..,--GE PUMP .... l'JQ,1 I I 11 11 I rr·-~~~-=====~~1-_ // J I ' ( ,, I( ir~ II ---:j j Sf.WAGE l'(JM.~ ... ~9. °i! ....... . II . -· I 1--<,,-1 ---- " ::',/4"C. 2,fl4 TW/SH -······ .. ...,,_ V4"C, .'~,flO-~G 2f14 (SF.F NOTF 7) I F,:XISTINC Wf.TWf.l..l i EXHAUST FAN (SFF: NOTE 2) WETWELL AREA (SEE DRAWING E-B) J/4" t:ONl)Ull'. f.:UN TO 1'1:.L-t:O llAGK!lO/IHO IN ELECTRICAL ROOM i RFI OCATFIJ fXISTING Tfl .. fPHQNF; ~-: --OUOOLC("( CONffiOL PANEL ruruRI:. PlJ~P N0 . .3_. L,CQA 1I0N i IW PIJMP ---~---,c.. ( -,-------.-:: I : I N0.2 I MOTOR ROOM POWER PLAN SCALE, 3/6"::1'-0" PRINT-ORIG. SCALE lo"''"''ir',,~H~l'H'n ,I I ,n.;J l;XISTING AIR COMPRF.S!'iOR (SEE NOTE J) ···V4"C, :;5g1011,\ 4f14 CONDUIT RUN BELO MOTOR ROOf.! SLA8 !:llJPPORTf.D FROt.1 C:::fll.lNG flf!.OW I ,----------,,; I 1· I t---il---1:.x1stlNCl LIGHTING I I P11N£L 'A' I I SEE DRAWING E-5 r---fOR MODIFICATIONS AND II DEMOUllON OF EQUll"MENT IN TI·!IS AREA / I -' MCC-1 _____ _.,.. / ""1'-------... .... : L .. ,:·' __ ,..,::._ __ ---_J / / 1"C, 2.IH+G NEW 2'' R(;S · EXISTING 'fll:ANSFORMER 'T2' NOTES 1, CONDVIT LAYOVT SIIOVM IS fOfl CONmACTOR GUIDANCE ANO IDENTIFICATION PURPOSES ONLY, C:ONTRAC:TfJR SHAU ARRANf;f CONl)()ITS TO BfST Sl.llT Flf.LO CONDITIONS ANO MINlt.1I7F: FIFNl".IS. Al.I. CONDlJIT SHALL BE l"RECISEL Y BENT ANO SOUDL Y SVl"r>QRTED, EXISTING CONDVIT SVPPORTS SHALL NOT FIF U!'",F[). CONOlJIT Sl)r>l"ORT SYSTEM SHALL 8E (JNISTRVT OR EQIJAL, HOT DIP f;Al,VANl;>'.FI) AFTFR FARRIC:ATION AU. WORK SHALL BE IN STRICT CONFORI.AANCE: WITI, TI,[ N,f.,C, A\.l HARl"lWARI: SHAll Elf TIN(; Pl A Tfl). 'l-CONTRAGTOR :=;HAIi RFMOVI: [Xl!;,TIN(; .}/4" CONO!JIT AND WIRING TO MCC···A. NFW .1j4" GONl)lJIT SHALL RF ROUTF[l TO MCC 1 A~, RfQl,JIRfD, AU. WORK SHAl.l. ElE IN STRICT CONFQRMAN!cf:: WITI, THF N.f.C. FOR A CIA'.)$ I 1)I\/lt;IQN I LOCATION LOS SHALL BE FACTORY SEALED, UQVIOTI(;HT FI .. FXlfll.F CONDI/IT SHALL NOT 0[ USED 3. CONTflACTOR SIIALL rm.-10v[ [Xl~l'ING 1 1/~" CONDIJl'I AND Wl!\ING TO EXISTING MCC-D. NEW 3/4" CONDIJII SIi/iLL [JL I\UN lllOM LXl'.:il'ING 1 1/~• CONLlUL!:.I lo MGC-1 AS RCUIJIIKD. 4. CtJNIHACIUH '.iHALL LOGAII:. '.:;l:.WAGI:. l"UMI" f-1:.1:.01:::R ANO GONIHOL CONOUI!'.:; 10 l::!1:.'.:;I =,;ui'f rI£W CONIJIIIONS. CONIJLJll' SHAii Hf-PR~Cl~FIY HFNT ANI) :=;rnllJIY SLJPPOHlEIJ. AIJIJIIIONAI. PUL.L!:l()Xl::S AND CONDUIT AODIES SHAI I BF: FlJRNISHFO A'.'i RF:QlJIRF:rl. I..IQUll".ITICHT TO MOTOR CONNECTION BOXl::S '.;HALL. AE: !.IMITF:11 TO .~!i" GONTRACTOR SHAl.l. PROVIDE NEW 4" 4.~LA CHANNl::L IRON '.:;IANI.\S f-OH MOUNTINC Of' I.OCK OUl '.iHJP PU'.>HBU'TTON STA'IIONS. LO'.; LOCATIONS '.;HALL l::!I:. COOHOINAll:.U WITH IHf-OWNf'R !'I. 1->0Wl:.H f~l:.Ul:.H I'.; (:.!):.!"C, (J)/14/0 + CNlJ. l:.ACH CONOUII. TYPICAL f-OH PUMP:; 1, :.!, 4 & 5.' PUMP ~ I'.; (:.!):.!" C.O. ts. CtJNIH/\CIOH SHALL uI=,;coNNl:::GI l:.Xl'.:;!INC LU!ll::: OIL PUMPS ANO Hl:.MOVI:. 1· CONUUI1=,; /\NO WIRING HOUl~.o 10 MCG·-A '.:;PACf-. SHALi, H~. UIH,llrn FCJH INSIALLATION m Nl::.W Sl::.Ai.WAl'l::R PUMPS. CONIHAGIUH '.iHALL PHOVIOI::: A Nl:.W 4• 4.:IL!l CHANN~L IHON '.;!ANO f-UH MOUNIING (Jf N!:.W LUCI'\ OUI '.;TOP l"U'.:;HBU'TTON STAllONS. 7. C(JNIR/\GIOR '.iHALL REMOVE f:Xl'.:;llNC 1" GONOUIT ANO WIRING ROUll:::O TO MGC-ll. Nl:.W -l/'1-" CONOLIIT '.:iH/\LL l{UN HWM l:.Xl'.:illNG CONIJULEI' 10 MCC-1. l::Xl'.:;IING Wl'ILL MOUNIW LO~ '.:iYA'flON AND LIOUIOIIGII I I Ll.XllJL!:. GUNUUI I IU MUIOI{ '.;HALL Ill:. U IILlll.1.1. 8. CtJNIHAGIOH :;HALL GLO'.:;l:.LY GOOHOINAll:. ALL WOHK WIIH IHI:. OWNl:.H ANO (HI:: b.NGINE:ER TEMPORARY WIRING SH/\1.1. BE f"lJRNISHF:11 A'.'i RFQUIRF:rl. 'cl, CONTROL. CONO(JII I~, J/4"C, (2),ll14 -1-GND, (LOS) ANO (J),ll1S TW/5H (J RT0'5) TYPICAi. FQR PUMPS 1, 2, 4 & 5, PUMP J IS 3/4" C,O, CMWD 02-402 I E-9 I CITY CF VISTA IMPROVEMENTS TO Tl-IE BUENA VISTA SEWAGE Pt.IMP '.:il'A'IION _.MJIII, MORAES/l'HAM & ASSOCIAT£S CONSULTING l!:LBCTBIC!L & KBCIW'flCAL l!:NGINIBRB 01!.'!I ~\lf.~1(),1, ~II•~ ~1t. -0 (8111) "31-7117 MOTOR ROOM POWER PLAN APMQl[J)c ,,· :;/ lll=mr!(K"PUIII - r:=:------ II I ' Mcf> ' --_-. -r:-___ -,:-.... ~' t " I ,., c"< i \~ ir '' i I °" Ir ' ' ', I ? I '°"" TIV,NSf ~MER I ' I I I ' I I I I I I I I I I J. SD~ 12KV F'f.[f)FR. SE:f SHFF:T E·,2 SllF Pl AN. CONDUIT SCHEDULE 0 (4') J"C, (3) 350 MCM + (1) ♦/0 GROUND [,',CH CD J/4'"C, Jif6 + G, •11• . lj (t) :. ; ,_ CuNL' .. ~'.c,r,,·; AS R[OUIRfil\ BY GENERATOR MANUF"AClVRER c~-f~~~~~~~J-~~~--&\ ~) .. ',,~ ~'f'\ \ ·~r011.1-:l.'.>) -""\....._/ © 1"C, 1~114 (!! SPARES) 0 J/♦"C, (1) 16/2 TW/SH PAIR (F~OW INPUT TO PLC) © J/♦~C, 2116 {fOR CENTHAL REPORTING TO [NCINA WPCF) ® JJ••c, -1-1u @ 2 1;2·c, n,,,. (2s ~ARES) g ,_ _______ RE-v-,s-,o-N_S ________ _ rj NO DESCRIPTION BY li ('••I it 216~-G. 411<' J * MCC· 1 I ' MCC-1 ' ' I I ' ( I :,, ' -11' ,. I l/♦"C, 3110.-G "'' LOC:t(MU'. Dl:!iCONHCCT """" 0- [~NJST , .. "-HUM: PUMP HO.J VFD I PHl-9915 "'"''"'"" H'l'DRAUUC .......,,...,, .. l · · _·--:., I PNlr!IB.'l!O \ \,,_,.,,,,,. ~ PUMP N0,4 \,fl) f>UMP NO.~ \/FD MAIN CONTROL PAN!;:!, {MCP) I, H~AIJLIC l ~ f>ACI( T-PBL------1- 2."C _.,_. .• ·-··--· (J)1/0+G P61.-----·fl (S[E NOl! 6) 1 1/4"(; ----~-J. . ./ -~#6 t·G Fl.OW INOICATOR TOTol,llZER. (SEE DRol,'MN("; F: 2 FOR 51:IIISOR!i) Tf,;1,,•·CO !lol,CKBOARP (Sf.F; IIIOTf 2) MCC-1 ® ROOF MCM,/NTl:f} F.U;CTFHCAI.- ROOM AIR HAND1.IN4;: \INIT (5£1: NQTf .}) SECOND EIOOR POWER PLAN SCol,LI:.: 1/4"•1'-0" 1, ,',LL WORK SI-IAl.L 6E IN STRICT (,QNFOffMAHCE WITH 1HE N.l:..C. Ali E:icPostO CONOIJIT!i :sl-iALL B£ 11:GS MID SHALL B{ SOLIOL 'f SVPPORTI;O. N.E.C. REQUIREMENT5 FIJfl: SUPPORT5 SHol,li l!IE cON:!ilt>£1'1:£o ,',BSOlUT[ U!NIWVM, CONOIJIT l,,A'fOUT SHOWN IS FOff CONTRACTOR IJUIOANCE AND IO[N'f1F'U::.t.1i0N ll'IJRPOSES ONtY. CONDUITS SHAU. BE ARRANGED TO BEST SUIT FIELD cotilblnONS AND MINIMllt BENDS, ADOITIONAL Pl,ltl aO!<fS AND GONDUll' SOOIES SHALL BE FURNISHED AS REQUIRED. CONDUI r 5(Jf>f>QRT S'l'STE:M SHALL BE HOT Dlf> QALVANIZEO AFTER f"ABRICATION. CHANNtl. SHAU. M: MACHIN[ CUT AT f>Rfr,;151;1.Y oo· PRIOff TO HANO FII.Jt,ICl. PAINl SHALi NOi Bi:: uslO. 2-CONTRACTOR SHALL FURNISH PREMIUM o,i,I.O{ :!,/4'" )( .:U." )( Jti" PlYWOOO 9ACl<90AAO FOA MOUNTING(;#:' PACIFIC BE~-! EQUlf>MENT. PLYWOOO SHAU. BE f!RE'.Cl'Stl.Y cut Wln-t A~u:!itD COfl'Htf!S:. IIIACK!IOA"D 51-iAU. ~ FtJL.lY f>REPPED PRIOR TO PAIN1iNG. PLYWOOO SHALL 8E: GLOSS #i!fE ENAMEL APPLIED Q\1£R f>RtUER. SOARD SH,l,LL BE MOUNrto VIA (4) !J/tJ" )( 2. V•" STUD I\MCI-IMS COMPlfT[ Wini ~i'IC Pl,,ATEO FENCER WASHERS ANb NUT'$. R[C[P'f;.Cl.t $1-j;.ll. 8E LOCA'!ED AS [)jR[CTED l!IY PACIFIC BELL CONTRACTOR SHAlL FURNISH (l) l/4'" CONDulT FR'OM 9ACl(90ARD TO MCP. (2.) 11G lITN CONDUCTORS SHALL 6E CONNl:OTfD TO f>LC AS REQUIRED f"OR CENTR"1. l'!Ef>Clfl:TING 10 ENGINol, wP~·- J, COl•fTlU,CTOR SHALL MQVNT THf;RMOSTAT MKJV!c MCC-1 "M-IERE READILY ACCESSIBI..E'.. ,__ CON1'1ACTOIII' SH,',ll REMOVE E)(IS'flNG 1" (,QNOl,HT TO MCC~A. Nf;W J/4" CQNDI.IIT ~..,._L BIi;: Rt.IN TQ MCC-i AS "[WIRED, 5. 0£N£R.i,, TOR 9AT'lrRY CMAAGERS t,IOT SHOWN, CHAAGE:RS SHAt.L BE SOLIDI. 'f WAll lilOIJNTED. CQNTRACTQR !il-lALL P11'()W)[ CONOUIT A,NO "!lllf!ING TO STARTER TERMINALS AS REQIJIR(O. LOW UATTERY Al.AAW CIRCUITS :st!All BE ROIJTID TO M(j> AS R[QIJIREO, ti. GQNffl,1,CT~ !iHALL INSTAU. (1) 20Al.lP, 12~-v«.T sPECl~CATI~ GRAOE GFCI QUAO R£CP'TAClE 8El.OW U°"flM'.i P;.tiiEL. CIRCUIT Pft.-19, 7. ASCO lJIAHSF'ER SWITQ-1 IS IHDICATED FOft 9'ACE f>l.ANflN<l. MAXIMUM WAU !i"ACE ALLOWtl) F"0R SWITQffS AHO SIDE WORl(!NO SPACE IS 12'~o". -1 I I /1 ROOf or EXISTING PU~P STATION [XISTINC, AIR HAH!)llNC, l)NI T ON ROCIF" MCC-11---.--( 3/4"C, :!f10-tC 2fl4 (SEE NOTE 4) L ---r , __ . \ \ \ . \ ' \ \ \ \ \ ' I ' \ \ \ I \ I I , I \ \ 1_ I I I I I I I I I I I I I CITY CF VSTA IMPR<MMENTS TO TH£ !!1UD1A "¥,STA !£W,tiG£ PUMP STATION SECOND FLOOR POWER PLAN -CONOuir CHAN_G~I ______ _j_,,_JM"'M!....l."'-"'--"".1..'.11$._!--"-"'-"'-l --.. MORAES/PHAM & ASSOCIATES •, J"Pr"ft ---~ i... oman.mNl~II~----•· TI ~ L_JL_ ______ -=-:==-:-:-::l:::=½.-::.-\..~------.d.--.-..----........... -----. ..... ....,r,,---;;,==,,.,.,.,.,.,.,.,.,.,.,=~'Ci,,,CCrrn',---------------------------L=_.:.._-_"_=-__ ... _· ______ -_~_-"_"..l.!,F·;~~-,,,-=-,,,-=-=-,,, ---t,,,ilF-_J 8 .. I """'";;""'17,..A.,...... REDUCED SCALE PRINT-loTT""''il',,'c'~es'H'--,-,,--,rrn;i""1TT11- ( 3/R" X 2 1/B" 5Tl,JI) AN<;HQR (!Yf'. 0~ :.!) J/8" X 2 1/2" STUD HILTI K'MK BOLT OR couAt. (TYf' or 4) NFMA I '.51..JRFACI; t.AQlJNT PANFI ROARD 5f"F PANF.U:IOARD SCHl:DIJLf. FOR REQl,IIR["'1ENTS. -PROVIIJF. CONDUIT Cl.AMP AS RFQUIRFn AND MAKE UP TIGHT. CQNl)lJIT ~.IJPPORT (':HANNI;:( r<GS CONDUIT TO MCC PHUVILJl CLU::il Ntl-"f'l.E NU I' ANIJ 1::!U!iHINtl!i ( l'r'P. 0~ :.!) f~'RAl,()Y 'I.I.' .. -----1 FLOOR MOUNT TRANFORMER SURFACE MOUNT PANEi BOARD DETAIL ,rs 1. Al I. f.QlllPMFNT SHAil Bl:: MQIJNTED !:,(ll,H) AN(') PRF.r.l:=;F Al.I. FITTINC.:=i SHAU REDUCED SCALE B~ MAl1f. 1/f' Tl!iHT ANl1 IN!;III AllN("; Al/:=iHINGS SHAI I AF ll!'",Fl1 THROLJGHrnJT All!;HINGS :=iHAl.1. flF f;fl1NFY THf.RMQ:=iFTTINf; PHFNOI hC TYPF A PRINT-ORIG. SCALE ro,-,, ,,, "ii ',"'c,les'21" "1' ",1 I I'' 41 HOT DIP GALVANIZED 6 UNE, UNISlRUT QR EQUAL LENGTH TO SUIT DRILL va· HOLE .,c --CHAMFER EDGES ON BOTH SIDES ! ,, . .,j INm 3/B" OVER-DRILLED HOI F IN CFII ING J/8" X 2 1/a• ZINC PLATED 'NEOl::F. TYPf, snm ANCHOR. HIL.TI KWIK fjO!. T OR APPROVEO EQUAi j/!!" ZINC PLAttD F'ENl:>E~ WA~HER ZINC PI.ATf.D COLJPl,f.R NUT MAKf l)P m,Hr m FFNnFR WA5HFR l~ .... ,-3(8" X 16 ZINC PLAT£0 ~ l'Hl-ll:.AD~:1) Rob. n l.,FNGTH TQ SUIT u co"°"" ,oc,no, fol-i'INC Pl,ATf.D CIJ :,/fl" X 11'; NUT :S/R" ZINC PLATED Fl.AT WASHER 0 LE:NGTH AS Hl:'.t!UIRl:::l'.J ~--···•··· 3~" £INC f:>LAl'I:'.[) f'LAl ~-WASHER (0-3/8" ZINC PLATED LOCK WASHER ah--ZINC PLATl::D CTI ~;e· )( HS NU'r "1 - TYPICAL CONDUIT TRAPEZE SUPPORT DETAIL 1. TWO SUPPORTS SHALL DE PROVlDED roR CACII CHANNEL. 2. ALL HARDWARE. Sl-!ALL Bl:'. M.1101:: UP llGH'r. 3. ALL HOLES DRILLED IN C£1UNG SHALL EXCE[O LENGTH OF STUD ANCHORS AND SHALL DE DRILLED PRECISELY PLUMB. 4. ALL CHANNEL SHALL Bt Cut 10 L£111CTH VIA cu I' o~·~- SAW. t,:Nll Cl/lS SHALL 8E g(l· ANIJ SHALi .. 1::1~'. FII..EIJ FREE OF SHARP EDCES AND CORNERS PRIOR TO GALVANIZING. !!I. HACKSAW OR SAWZALL CUTS SHALL NOT BE PERMITTED. 6. ALL SUPPORTS IN 'M::'.'fWE:LL ARl::A '.;HALL l::IE FHP CLASSTRU'I OR EQUAi. WITH Jl6 S.S. ANCHORS & HARDWARE. "'" TREAT H.£(J~.H ('.A~I} WI TH CORRO'.>ION INHll::!lllNC COMP(Jl/NI) f"'R(WIOF l"I IA,)[ COLOR CODING r--l_ ::!/8" X 24 X 1" ZINC l_B_J "·"'"' "' SCSfW (6.._r---.i/R" 71NC Pl ATFn _--r-__. Fl .AT WASH FR cct~ 3/8' ZINC PLATED FLAT -,.-WASHLl'l O --va· 7:INC r'l.ATf.D lO(:I< WASHER ,-,,h-(_ .. -· ---i!.INC PLATED tfj J/8" X 16 NI.JT I PUMP MOTOR CONNECTION BOX MAKE-UP DETAIL ms 1. ALI Nf"W PUMP MOrnR!'", SHAI I Bf FllRNISHfO w,n, 0\/ERSli'.f f;()NNff;ll(JN l,()Xf!';. ~-Al I HARDWARF SHAl,I, flf MAl1f l)P 11!,HT, J. ALL CONNECTIONS AND CARI F TFRMINAllONS SHAI I RF "IRFATFIJ WITH CORRO:=ilON INHIBITING COMPOUND, THOMAS AND RFTT:i KOPR SHIFI 11 OR APPROVFD FQIIAI. 4. Al I CONNF!;ll()N!'; 5HAl.L Bf Fl)l.l Y INSl)LATED AND LOCATED NEAR TOP OF CONNfCTl()N 1:!QX. TAPf '.;HAU Bf GENfROIJSL Y APf'LIED, RIJBBER AND f'LASTJC TAPE SHALL BE STRETCHED TIGHT OIIRING Af'Pl,lf;AllON ORDER OF Af'r'LICATION SHALL BE AS FOLLOWS; A, rr:!ICTION TAP[ (TO [)(p[DIT[ INSULATION REMOVAL & rill VOIDS) B. riuoorn TAP[ (INSULATION) C. ADIIL_SIV[ IJAC\(Ll) VAHNl~HW CAMl:IRIC (Ml:.CHANICIIL f'HUll:.CIIUN) D. m1c110N IAf-'I:. (fill 11.:1{1:.GULAHllll:.'.:i Uf VAHNl'.:;Hl:.IJ CAMl:IHIC) £. VINYL f'Ll\'.:illC IAf'I:. (HNAL INSULATION) ALL l'Af'I:: '.;HAU. f.!F. AS MANUFACTIJRFD FlY .~M. Pl ASTIC TAPF SHAU. FlE SCOTCH .~.H. 5 CONTRACTOR SIIAlL Pl IAS[ COLOR COD[ ALL MOroR rcrnrns AND MOTOR L[ADS. TAPE S11All. BE AS MANlJrACTlJIKD DY JM. C0L01lS SIi/ill. 8L A$ f."OLLOWS: Uli0WN l'HASI:. A UHI\NGI:: l'HASI:: B YLLLOW -1-"HA'.:il:: C CMWD 92-402 CITY a= VISTA IMPROV[MCNTS TO T!I[ OU[NA VISTA S[WAGE ruMr STATION ELECTRICAL DETAILS _.MJIII., MORAES/PHAM & ASSOCIATES CON8ULTINC ELECTRIC.ll ~ YBCRANICAL ENCINEERS = A-IOA ~~!;!MA, ,1t. Ii OIJl1511AD OA. ~l!OOII (fti9) 4.)1-1171 J/4-" PVC JACKETf.[) RGS ----TO MCP, ROBROY OR ----.. APPliOVED fQUAl. 4 ,11141,I, (,>) SPARES J/,+" EYS SEAL ------ J/-4-" PVC ,IACKf"TFIJ ~-------. RGS NIPfll.f l'WO GANI> rD BOX WI IH GA~K[TED BLANK L.:0\11..H CONNECTION V1A 1w•H:. Nurs. 3/4" .)16 ~, ~ WIRE -·-·- M[-3II CORD (,RIP '..iI2[ TO SUIT CABlf NOii:. CON'l~J\CYOR Sl·l,ol,LL c;oof.:fJINATE ACTUAL I OUITION /\NU ~[1\:'GINf~, C!f' FlOAT '.:iWIIC:H[$ Wlrn THE OWNU~. /ILL [QUIP $HAI.I 8F: TE'.ilEIJ IN THF f'IF.UJ rnR f-'IWl-'[ll OPFRA TION 1-'IWVIDE ,)Ul"PQRT rn AMP'.; A'.; REQ(,IIRFn WCTWELI. HIGH HIGH -··· Ll::Vn (I.SHH) FL YTE TYPF FNH I 0 WET'Nfl.l. l,QW IQW --- LE.V[L (l5I l.) Fl.YTf TYPF FNH .. 10 "' ---------- ... ------- IOCA)L 1·-·0'' Af'F t':.H LA,:;c or MI\IN iLN,~NI~\." l 2'-0" MAX BETWEl:.N '.ouf'f-'0fHS Fl.ARI:: l::IU80Lrn TUOE AT - IT'S 11:.HMIN/l,"liON ANO MACHINE POLl'.:;l·I ALONG IT'!i FNnRE l.lNCIH 10 IN!-!ll>IT CROWIII. 1-1: 1'' PVC JACKETI::D R~S TO MCf', ROBROY OR APPflO\l'ED EQIJAL. 1" EYS SEAL. 1" :"l\li S.S . ....,RE M(Sf! CORD (;RIP . SIZ[ TO SUIT TUBINO. CROIJSE HINDS, Kf.l.tf.MS OR APf-'IWVCil EQUAL 1/-4-" ~IARRIN(,T(JN 980 NALG[N[ 0RAIDED VINYL T(Jl;llNG TO MC~ PIWVIOE SLACK I OOP F'OR '..ill~\11CING Uul:JOLCR TUBE PROVlO!:: SLAGK LOOP ,)16 S.S HOSE Cl.AMI'. CAJON OR EQUAL ··-PROVIDE J/6"X·I• :m~ S.'.:i., 1-1~:< HEAD CAP SC.REW, Fl.ATWASHF.RS, LOCKWASH[I"( ANO fll(JT All HARnWAR!c SHALL !:II:. MADE UP TIGHT. STILi.iNC: l'/FI.L SHALL 1:11::. PLUMO ANO PRfCl:=ifl f CENTf.Rl':n IN '.:iUl"l-'UHIS. J/8":,'.J/4" .m; S.S. Fl:.Nl.ll:.!/ WA'3I!ER ~ 1 5/8")(1 !}/lf' FRP CONDUI I SUPPORT SYSTEM COI.Al"l.fTf. Will-I ALL :116 '.o.S. HARDWAR[ T'rP, OF .l SHOWN. QIJANITY SHALL 1::1[ I\S REQUIRED FOR STII I INC WE.LI. LENGTH. (SC[ NOTE 1) VS"X.!. 1/8" 316 S.S. STUD ANCHOR. HIL'fl OR APl-'HOV'c.D l::OUAL. PROVIDE .J1ij S ::;_ Fl,ATWA'.iH!:.R'.:; AND LOCKWASHERS ~-• TO 1/7." Cl:.NIRAllZER (S[[ NOTF .3) 2'' PVC l.1ALE ADAl-'!0R. CARLON QR APPROVF.D F.QUAL !<°', HIGH IMP/I.Cl RESISTANT, rnf.RliA{)SfTTINC: PHENOLIC INSULATING GU~HIN(; Gf!)NF.Y A ·200 [ \,1/f:TWFI I Fl OOR i·~· - TYPICAL I EVEL CONTROL SYSTEM & STILLING WFI I DETAIL NTS 1. CONDUIT SUPPORT STTlUT !';HAU AF FRP AS M/\Nllf-'ACTUREO BY Gl.ASSTRUT OR APPRt\vl::D CQUAL {I" LENGTHS SHALL Bl:.' MACHIN[ C\.JT AT PRECl,)f.l Y !:10' ANO ALL coRN[f1S SIIALL 6E HAN[} F'll.m ANO l!J\LlllJSCD TO A SMOOll-1 FINISH 10 INIIIOIT GR()WTI-1 :!. ALL PVC JOINTS SHAl.l Bf. SANnrn ANO 1-'lllM([) P~IOR TO GLlJING. J. CENmAUZERS SHAU .. Elf f'IROVIOEO AT 1:.!" INfERVALS ALONG fNTIRF: I.ENCTH of fluBBL[R TUBE-lJNITS !;HALL BE !'/YAN HERCO TYl'f Fl G~F. 4. 1/2'' !iOLES SHAii Al-: f)Rll.L.1:.0 11.! 2" INTrRVALS, 4 ROWS !;ID' APAld. HOLES SHALL TER~INATf 1'13" A80\l!:c DASE 08 f!IJSHINC: HOI.ES SHALL 1::11:. LAID OlJT rRf.Cl!lF ANI) SHOP DRILLlU AND CHAl-.lFEREO UNIT 5HALL BE. Jf10+G, 7f14 · . ~OS J/,f" RGS TO MCC-l~ j/4" RGS, 2#1♦·-~ tll-----J/4" RGS TO MCf:,. 1 Jf10-1-G. 5,ll14 ~/,\" RGS, ----...,_ 3/"'"'RGS. 2,ll14 ~,111.2-1-(;, 7,il,H ·------ l-- ~].............._,...__..___ 1L5L SUMP 1-'UMI-' NO,;/. SUMP PUMP DETAIL Nl''.i 1. ALL E)(ISTIN(, Fl.OAT SWITCHES, Ct\NDIJIT AND Arr>URTENANC::F.S SHALL 8E RlMOVlO J GANG rD 00:,'. & (;A!:,KfTFD cuvrn (TYP. OF 2) .V4"C RG'..i, ~-H1~+G TO MCP FIJ ROX /II. CASKF. TE!l t:UVLH ,1 ~~~LG:s ~i7\ii~r CA!>U .. (IYl-'. 01: n cor,o cmIP SIZ[ m ;",I_IIT -·-FII.CIOHY PUMP CI\OL[ (r'rP.) -1-LCJAI '.iWIIGH Wf.l(;Hl (TYP. or 5) ,.---lJl!YWl.1 L l"L00(1[[1 F'L()AT !:.IMT(.H S. / .. W Cllfol I llt\L'r··, MI\GN[T[K porn .. (; -----~ I Yf-' UI-ti) .. -------l '.ii.IMP HIGH l.~.\/1:I Al ARM 2 LAYOUT !:,H()WN IS FOR GUII.\ANU:. AND ID[NllrlCATION PURPOSF.'.i ONLY. ALL l:.ULIIPM[Nl '.illAll El[ LOCATED T() l;lEST SUI I f-I1:.1.0 CONDITIONS ,O,NO Ol'ERATI()NAI. REQUIH1:.Ml:.N I~ J. FRP GRATING SHAU. l:IF: NEAlL\' Mt\lJl+'ll:.IJ "f() ACCEPT r>!_IIIAP ANr) Fl.OAT CAf:11.1:.S. ALL. CI\OL[S SIIALL BE St.llTAAI.Y STRAIN RELll:.Vl:.Ll CON1RAC!Of( SltALL FIELD CQQR[)INATF ACTUAi. LI::VEI. SL1POINTS WITH 11-IE OWNFR FI.OAf SWIICH WEICH)S SHALL OE LOCATED :2'' FROM HOA'I BOil\'. ALL l"LO/\T S'l','ITCHf.5 SHAii A~ I.0(.'AIU) l·Hl:.I:. f'l.:OM, u8'.)1HUC1I0NS CONTRAC::TOR SHII.Ll. Nl:.'AlL\' H/1\~N[~S CAOLES A~i RfQUIRrn. CAclLI:: 111:.'.:i SHALL [I[ SIJITAf)( f'. FQR C::ORROSIVI-. l:.N\IIIWNMLN]:, AS MANl,IFA<';T!mrn RY IHOMll.'.i .!! 1::11:.I IS T 24" MINIIIAl,JM L_ 12" 1-,llNIM!,lliA ·----j 0 I _,.----'.:iC:E NUil 1 ·---/--,----95% COl,ff1A(;TIC!N 9ACKrlLL -WARNING TAPF !!i" A80VI:. CUNCHL I(. __ _, ____ J" MINIMUM CONCRUC. l:.NCASWUH TYPICAL CONCRETE ENCASED CONDUIT NI'.; 1. CONTRACTOR SHAI I RFSTORF. ORIGINAL WArAC[ DACI< TO l"Rf CONSTRCUTION CONDITION, CITY CF VISTA iMPROVl::M~.Nlli !'() THf 8U[NA VISTA St:WAGi:. 1-'llMP ~;TATION ELECTRICAL DETAILS II f!AND FII.E:0 ANO SANll TO A '.:iMUUl'H POLIS!-!EO SURFA(':f TO INHIBII UROWTH. -1 =,_ ALL HARDWARE ANO FITTINGS SHAI I BE MADI:. UP TIGHT. ~A:-~ & AS~O~~~'.fES AF'POO\ICD I I ) CON8ULTINC ELECTBIIJAL-Ill ~ICC:~l,tNl(:AL RN(;INEERS D l'J._:J:'!n·')"j,sttE~ &Q...of_,_,_ REDUCED SCALE ~ ~ L ______________________________________________________________________________________________________________________ l_:_.::_,~_·_::_'._·~_·_.:_::_:_·_·_"_·_' __________ '_""_''_"_'"_-·_,.,_,_l~r=::=:=:=;:=====c:""=:'...'=====:!._~~=::=· ==··=·•:::::I r00 J~l / A PRINT-ORIG. SCALE io'T''",1',"','~i~'kl' ( • ' ~RAlQB. ROOM (A)---------,- , rf•'. oF JS ' • PBL-··6 ' TYP OF :;, F.\f.Cill'CilL 8.QQM '-----------l • 6 K>' 6 7 I I I I I I I I I 4 I I I I I I I I I I I a I K?;-/ } rl ~L-6 £)<!STING~ TO RCMAIN \ Q f!_Q.QL .. Qf_J;.x1_~? Tl ~C. P.WMP. ... ~TA..IK!.li c__,,,._--KJ>-'--'-1-,--1 ,,___,!'11.-,-------@ i:it.j ! TYP, OF 5 ,-~l5---~.;..,,.;_ _____ .. ._ _______ _ • 20 , NEW LIGHTING PLAN $CAL[: 1/4"~1•. O" ALL CONDUIT TO OUTDOOR Fl}(TlJRr$ '.>HAI I RI' RUN CONCl::ALW IN WALLG. ALL n}(l\m[S SliALl BE f'RECIS[l,Y l(')~ATFn AND :;tJLll)l.'( MOUNl'CD ALL EXPOSED WNOIJIT SIIAL.l DE RGS Nf.C REQUIRFMFNT''.'i FOR C.:ONDUII ~uf11-'orirs SIIALL BE t0N•:;;Iornrn ADSOLUT[ MINli..lUM '(-(i) TYr' OF 4 ---------------·-··-------···----------- i.AOVNTlN(; ~I\IRFA(.f-" p AN EL 10,flOO A.I.C. SYM. e--=='='='=l'='='=.:'O~lcT--=::;:::'.:Pl~IA:S~E:__..:::;:'c--c-~-::::ORE___ _ _ __ ·----- ~"c-t-'=+=-+"-'--c+I. '-'+rcoL_C+OcKc'+~Kco'+"T'_,.~"'r'+¼c\-j' c"cR+''c~--'+"c'-t' RFC --ZA WA 1;:c~. MAIN WAH/\G[ 1bOA Bt.JS __ 1_2!:iA,.CIJ . LOCATION " "' " "' LOCATION ····---·--···-,. 75 ... 2 20 1 14 8'>-' f:LECUU.1. LICl-li'S ..... : . ----·-+-l----1--'--'----1--'--+-----HY['.>RAll.RM.FXH.FAN ~00 ........ ------------AETrn PIT SIJMr, l'IJt.Af' 600 ..:rn 1!} ./ 1--4 70 I ~TAIRWAY$ ll(';HTI-; GEN,NQ.1 B>-H CHGR 600 !',4.1 15 -· -o-6 20 ()\JIDOOR l lGHT'.> ----GEN.NQ.l "' I lJAF soo ' '° ' 900 1.. U i!.0 13 GFN.RM. IIGHl'.i -----------'-c:::C,:C'.c:'.c--l--+""+='----1-+-l-'----l~c+~~--~-➔ "":-:i:-::+'-~O+~lf,'...j. G(N NO~ flATT.C:HC.R f;FN.NC•.~ !'Rf-" I.UBE r,u~P ,!,: CONTnOL~; 800 (;(N NO 1 Al Gt;K HTR 3000 40 II ~ a 12 " 600 HOO :moo Gl':N '" .}i;o ,0 oumooR ''° 20 f.l.f(:T.RM .,i;o ' ' ,0 -----------------------SPACE ------------------- ------- ----- --,- (;F(';I & l .. lf.HT MC::P 2!:>0 :m 4660 1760 11870 j:)A"-' 871.} it.\lAL W/\H~= 74,4';>8 " " --" ' -" " --~ " " ------'" " " " " 25 --t 26 " "' '° 800 PUMP &. CON !HOl.'.i l---+----''--'-'-'--1-~'---'--3000 (;f:N NO.,' Al OCK H'l'R j,:J()() _,,_,____ - 1500 PfRIMFTFR I IGHnNC SPACE -----. "" --7-+-+---4-+--+--l--+----';>7 •. , .... _,, 78 29 JO -~1 ..... ---~:! JJ 34 :-;~1-. :m ,---+--+---+-----, J7 I-" .11) '° " " WATTS/LINC <i05J 3740 .+J4J .,_ !\r,oo ------------------~'"-'"'" .. ! .. ?.·_21.3, AMF'S/LIN[-'" LCL AMPS:-6A -- MOUNTING ·--~~p/240 VOLi ' PIIAS[ LOCATION WAI IA'.;~. " " f"ILTER/Urs 1?()0 BUl:lBL!:.H COMf> N0.1 600 _,, _______ DU88LER COMP NQ.~ 600 f'LOW 1No1e lOTAl_l~[R ~00 --·-··-··-·- ,00 3 WIRE PANEL PF.IC 1(l.000 A 1.c SYM ... _,, _____ , __ , __ MAIN ··--··· i!OA____ E.lUS _1.<!SA.Cl) '" ""'"'"'"""'""" ----~===~-------7 tKT WATl'AGF 1\1:.(; L'!G POL[ Cll(fl: N<) '"' ~(!. '" P()l_f: TC, RFC " " LOCATION ltl 1 15 ' -' L __ 10 15 " 1-5 50 SiJ """ "" 200 ---- _!__1_ -~~+:"c..J.-+--1------l--·--··------·-· U 1-1 1~, -,_.._ Ui 17-~--18 WAI 1'.:i/LIN( .......... !51,)MP PMP MIX. VAi \IE-: l"(L-CO R[C[P tll;lAI ~R COtHROL f'Nl ·······-·--····--- ¢A,.-20!i0 __________________ _ 0B-B!'JO lo/AL WATTS·-,'11()0 LCL At,,u:15-1.:; REDUCED SCALE PRINT-ORIG. SCALE loT"''il',,/c,les',1" '1 '",I' SYMML TAG f----0--------1 (j) -- V (ii) OI © 'l:::::f' (c,) ------·-··-·-·-·--·' . --·- I-® (r) ' --{,) i ;· (f' (if· 4) IOCAU"I) Al TOI' Of' ":.'l!l,lf{'., ~------l·'Dl .. ·4 STAIR ACCESS BOOM LIGHTING PLAN '.;C/\LL: 1/1'' .. f·-·IJ" Al.' (;(l'-J()!),I ',1;,,; '. [IC r,c;,, f"\R[c::·,[L.'r BENT ANf1 ~1)1,11')1 Y sui,1-•,:,i"i1u, LIGHTING FIXTURE SCHEDULE MAN'.JI /IC IIJl\e.l{ l·IXIUl{I:. l.i\MI-' IH'L l'Al'I\L.;Ju NO \'11\'l'I~ "" Of" l/1Mf":; MGl)NT1Nf, l".IFSC:RIP'nON 'iiff''iA'i";~ wA11:-; --- LI lll(JNIA ;,w I: IJOl{l'.:iCLN I ,-wrinn INDUSTf"(IAL 10% UPLIGHT Ai'·lU:l~O-i'IJ• l:.::U•-L'.:i (:.!) (,[,LIN(, f>0f{CELr\lN f{ErlCCTOf1 [N[flG1 ()fl APl-'R(JVf:r! E(lUAl 1:>.0Vi\C i 10C.:W ~;Av1NG OAll.A::if .. -· .. ··-·· ···--·· .. ---·-···--- ~,rnN1X1 :n;riw (') DUAL. DIE CA'.il' ALUMINUM f.JU,\f.:fl [LOOD MLQ!:iO ,,lllARi'l ARON7f 1-'0l.Yl-'.>l~R 1-'0Wi>l:.R CO/IT MIJLTI','T~R 121"1VAI; ' ' WAIi TFMPFRm GI ASS I.F.N'.;. l·URNl'.:iH SERIES Mlt-1I BA ,(!Nf.T COMl'I ~TF WITH PHi)l'OCfl.1 ANIJ MLl..l:, l}IJAIH~ r1.00D 0A$[ Vl~,OR$ .... ,_,,,. --·- STQNCO 1'.·,ow l..llJAf/ ll [)IF C:AS! Al UMINlJM QUARTZ FI.OOl.l I-Al.0150[;~!. l·-4 8RON7l' F'C11 \1'S7FR POWl)FR COAi MIJLTILYTU-I ?OVA(: i:lfl fl.lNI:. I WA!.: IT.Mf'ERED f;LA!:,!:, I.ENS FIIRNISH '.>l:.Hll'.; MINI HAl·if' l))Mf'L[T[ ~TH f'HQTQ(.f.f.l AND MC11'I0N (JIJ/\H I I. I sOUU ' [l[ f[CTl)!"I AN() IJI Qri Vl:50RS -··-·----·· l.llHl.lNIA '1.0\1/ HAl 0Gf:N fMFRCFNCY I ICHTING UNl1', I> \ICJLI '.>LU f.L.I ,e (2) WAU C:ONTAINFrl NI C:AI) AATl"FflY 1111\N ~1:.1\IL ~; 1 lOVAC ew llll.. I OHMLI.I ',ILt.L 1101.JSING co 11~•PflOv[[1 rnu11L -·-"··-·-··-·--·· -····-·· ···--···-""' . -·--·--··- I: T"!-!ON:~ 32 5W Fl: ·,Fl1 :.'-j RACK MGUNTlNC: '.'",F.l.F POWERrn F'7r•· ' w ' ''° '" '" l'/Al.L. Fl.l1rn•u,:cscrn1 ~Xi I '.;IUN '.:;lALl:J ,:,i"i M't'li C :.li.J.".L 17r,·;1>,( I .1,TT NICKn. GAI.IMll.!M 1::11\1 l'U{.( Dll ,_, CA'.> I r,Li.JMINUM Htli.J'.;ING jE-1}] CITY CF VISTA IMl-'f.!OVrMI-Nl'.-i 10 IH~' f-jlJ~NA v1:,TA SF.WA(;f PUMP STATION LIGHTING PLAN AN SCHEDULES _)KJl!I,,. MOl!A~S/PIJAM & ASSOCIATF.S CONSULTING ELECTRICAL & liBCHANICAL EN<llJlEBBS ,23' ~\/ENID~ DIC!N~5 ~1?. ~ CAAL!.D.t.D C>,. ~l~ (81~) ~Jl-7171 61 !11' 71 IN MCP, (SEf. ORAIMNG I: -I!) ANO E---1i;) 1·" I I I I TO C1~Cu1 T 1:1f<l11Krn IN MCC-1 1 .. --- NOTI:' P\,JMPS N0.4 AND NO.!:i ARE OU'I OF MC.C.--2. ------------------------------------···------------------------------------------- CLJRRF:NT LIMI llNG f.'US[S / 0100[ .fc TRANSISIOH I I I J --LOGIC (SEF: NOH. 2) fl=~l----+-----1---------------~,·:------l',~I----, ---_-,,_ ___ _,1---------------------------------+-----~ ~ I I I I I I I I _ I I I • , ~-----~-----'I 1 _.,_ ___ _, l-➔-----------------------------------4----------.1 '+--1-----------------<C"i---o----.---1· I [DJ I I 300 1---+---<li> START -!5T()f' CONTROL (R[I.AOT[ MOO[) L !iTrlP (SEE NQTf. 4) '.:i!OP CQMMANQ COMM/IND •--w----w- 1 I I I Ar MO TOO --·L __ _J ~~ ~l~i ·L_ __ _J la •••• •,:•;••,• I -CPlJ ·::- LXl'.:illNt.; LEASED l.lNE cNCINA .\I'll'. UPS·· I LOCKAl3LEJ 1.1I'.:iCONNCCT : •1------<[D]~----__,, ~ L._ ____ ...J ·-----, !.----------------' SOI.ID STATE 1----------' SWI ICH VFD REMOTE '---------------~I ~NDING rl ________ _, Hl:ATFR \..., ____ ...J VFD r1-+:~ ttE,~~, r~ r1r-1 SHIELD V.,RF THROUGH WIRE nlROlJGH WIRf:" THROUGH Wlfl[ THROUGI I 10 1-'LC f'Of\ S!/\IU'.:i INPUT AB PLC 5/-30 1-'HIMARY 1-'0Wl:.H SUPPLY ANl.1 C::1-'U REMOl'f 1/0 UPS AR UPS RF.Dl··PANEL WIR[ THROUGH TO MCP FOR STATI,IS INnlGATION (S[f r>RAWINC E-·21) m MCP FOR TO PLC FOR TO PI.C FOR _ ~FAI WATf:"R CON'IROL STATUS INPUT STATUS INPUT -;;-(sn;: rJRAWINO l-1tl) \'IIR[ THROl,l(;H TO l"LC ANrJ RfCORrJF.R (SEE ORAWINf; F: ·2:3 FOR !:l(,Q!cK rJIAGRAM OF ANAl,OG CONTROLS) PUMPS N0.1. N0.2, N0.4, NO 5 AND FUTURE N0.3 VFDs 1. PUMP N0,1 Vf"D SHOWN. PUMPS N0.1., NO.J AND NO.a+ ARE SAME EXCf.PT PRF::FIXES ON CON'fl\CTS CIIANGE. PLJMP NO.-3 Vf"D IS FlJTIJRE, .2. ALL INTCRNAL COMPQNfNTS NOT SHO'MII FOR CLARITY. DRAWING IS SHOWN IN C::ONCEPT ANO l'.:i rnR CONTRACTOR GUIDANCE PlJRPOSES ONLY. CONTRACTOR SHALL ~UFINISII ALL 'MRING AND APPllRTFNANCE!i NECESS/\HY ,:·01i A COMPLCT[ AND OPERA8Lf SY!iITM. J. CONT~ACTOR SHALL RE-UTILIZE fXl!;>TING LOS S'rA !ION AND PEDESTAL EXISTING CONOlJIT SHALL BE. REMOVicD. Rl~ER TO POW[f"( PLAN FOR Nf.W (:ClNOlJIT ANO CAl:lll RE:OlJIREME:NTS 4. vrn SIIALL STOP IN LOCAi. ANrJ REMOTE NOOES. !:i. VFU ~HALL 0[ rlJRNISHED COW'LETf. WlTH SOLID STAI£ MOTOR WINDING HEATER, At.LEN RRArJLEY 1410. CON!RACTCR SHALL AL':iO FURNISII -3'X5" Rf[) I At,ONATED NAMEl-'LMI:. nC::AlJTION• [QlJIPPEO WITH !)Ql.lrJ STATE MOTOR WINIJING Hll\l"fR, LOCK OlJT MAIN DRIVE DISCONNFCT TO LlE-lNl::RGIZ[ MOTOR LEADS". AB PLC 5 30 BACKUP POWER SUPPI.Y AND CPU R£MOTE 1/0 LJPS CHASSIS ··UP~ R[MOTF 1/0 CHASSIS RIJFNA VISTA PUMP STAT.!Q~. AB PLC 5/30 SYSTEM CONFIGURATION (CV) SPEED CONTROL 4-70 MA CONTACT SHALL Ol"fNl ON VfD '"LU" I INP()T --~,.,,,-- WIRE THROl)GH TO l"l.C FOR SPFFrJ !cONTROL (REMOTE MODE) (::ii:.£ DRAWING [-2-3 l·Of! lJLOCK DIAGRAM 0~ ANALOG CONffiOLS) SEWAGl 1-'UMI-' NO. l VH.l ~I\ILUHI:. MOTOR OVER TEMPl:RATIJRF rAILlJR[ STOI'.' COMMAND (X-3) _.MJfl,. MORAES/PHAM & ASSO(:JATF.S C.ON!llll,TINC. BLBCTRICAL II Yl!CHiNICAL l!NCINHRS ~i3ll ll~ID/1 rN~N.t& STI:. ~ ~~NL!Ji.'cllO ~II. ~200~ (-OIA) s.,1-7177 CITY "" " MOTOR fHD'':i CF VISTA IMPROVFMFNTS TO THE [!U[NA VISTA SEWAGE f'lJMI-' ~IA'l'ION CONTROL DIAGRAMS I DlllC1:TOO ()f' REDUCED SCALE PRINT-ORIG. SCALE lo"'1 "' ii "c~es ,1""1"'1l'rrr'-':.I ----PLC LOGIC OR 120VAC (UPS RECEPTACl..f N0.1) rm I/ARD RELAYS AND F'/ElO DEV1Cf5 PUMP N0.1 r· _____ !iFIFc:T _ 7 I LEAD I I I.AG 1 LA(; 2 LAG J I AG 4 t~P~S:J: ~AN ~~l'C"-------------1 f[LlJ~[Ci IANIQU[ OR Af'r>ROVED l:'.QUAL. ('frP. or 5) ' I I I flll,IP NQ.7 Sfl.FCT ... l[AD I.AG 1 LAU J I Af; 4 L ______ _ ' I I PUMP l~D-~ SfU(1: .. L!::AD LAG 1 LAU .! I AC .\ LIV.; 1 L ________ _ Pl)MP NQ.4 SEl..fCT ,- I Ll::AD I I LAG 1 I LAG 2 I LAG J I I I.AC 1 L ________ PUMP NO.Cl '.'iF.l..F.CT ,------- 1 LEAD I I LAG 1 _J ·1, --------------! -, • .I I I I I LAG 2 o--+-------------1 5LG2 \--------.. I.AG ., L __ LAG 4 !"'---------------l ~, c., \--------.. "'-----------"' $[15 ,_ _______ .. ., .. ,, .. , __ CONTfNU£.() Ar A!:1'0\il:. r<rGtrr ------- REDUCED SCALE PRINT-ORIG. SCALE ro B PUMP (JUT Oi= !---------------------; OSl-l USC~QtU~f~N::cec. --~ ;!0,2A",.~l>,<l<l,52 I:· ,'1 ~ l'LC l,OC'~C CON1ACT CLOSES If PUW:> SELE:m(JR SWITCHF.5 AHi:'. OUT OF SEQUENCE (MORE Tl1AN ONf PUMI-' SI-I/IRING TH[ SAME LEAO/l.AG 5....,l'CH l'O'.ol'IION). I I I ~ L ___ _J -. .. r---·-· r lNTRINSICALLY SArE RELAY (SCC NOTE 4) , 7 I I I LRLL i--:J.... I cc I L _______ _} LEVEi. !';WITCH IN Wl:.fl'/£LL. CONTACT CI.OSES oN RISING LEVEL, Qfl[NS ON l OW LOW LI:. VLL. RU (~LE NOTE 5) /_ --1Nlf.:INSICALLY SAFE Rl:::LAY r-----_1 (sn: 111011. +) LOW LOW ~~•f:•J5,4J,~1 l-"LC~V~CL'--------'(NOH:: OCTAL RELA.Y) , .... --------------+---- rn I I L ___ _J~ LRHH L ______ _j l.[Vf.l, SWITCH IN w£TWELL CQNrAcr OPENS ON /k',1N(; t[\.-CL (Sff NOTF 4) HIGH HIGH RIIII 11:\IFI DRYWELL I-Drs-7 "+---------+ ..... ,---,,---!,------------------j : ~--OR'r"WELL LE:\/E.L SWITCH l}FH FLOODING L ____ ... I \ OCA TEil A 1' '.:ilJMP PUMPS. CONTACT OPE.NS ON RISING LE\IEL (SEf. NQTF ~) PUl-.lP N0,1 S[ALWATER SOLCNOIO IIANO / --SEAL WATER SOI i;"NOIIJ AT P!JM/'> NO. 1 ON WALL, r:;:.=.:.::-1 r · ··1 "o-i-----t-<-~r++-------1 1$DT AUTO L __ J ,,.,. _____ -,,:_:;:..,-o-,-,----1a,-,-N-,.-,","."o~UNT£0 ;i! IIMPJ " MINI t:IRCUI I l:lR[AKCR AT TERMIN/\L U◊Al~O Al.TEK !Yl-'L lG :2.0 PUMP N0.1 SEALWAT[R TIMF.R 0-30 SEC., ON DELAY (-16 (NOTf: OCTAi RELAY) E-16 (NOT[· OCTAL RELAY) 17,20 PUMP STOPS PRIOR TO STOPPING '.:iLIILWIITCR FLOW "+----',',•a"._. __ _, ___ ... -.... ___ ,_ __ { PUMP NO.I '.':il:::ALWAl[[l 1!!,l!l,[-16 1-c":"e·'c"e'~-------4(NUII:.: OCTAL RELAY) NCTO 1SFR ON 5~AI.WA'll:.H SOLENOID [)l~l':HARGF. PIP/NfJ. cDNrACT Cl O:iFS ON Rl'.:;INfJ PRESSURE / f-'LC LOGIC CONTACT, / PUMP NO.i CALL PUMP N0.1 SEALWA'frn DELAY, IBA+-------1 I-➔-------------{ 1 SOT )-,:C'C·'e''-""'CEcc·c• s0c'>c..eDe£eLAcYc._ __ 4 ,ao.,,,_-~r--.... -,-.--""'-""'--+-• 15 ESTABLISH SEALWATER FLOW PRIOR TO PllMP START PUMP N0,1 HOA I I I HAND PUMP N0.1 START STQP SHT. E-14 \-'°""---°"''-"="-"'-"''---~ (NOTE: OCTAL RELAY) I 1... __ _ o OFF AUTO ..._ ____ PLC LOGIC CONTACT. PUkfP NO 1 CA( ( CONTINUf.D AT AROVE RICHT ---------- " CONTINUCD rROM BELOW LEFT PUMP N0.2 SEAi.WATER !oDL!:.NO/D H/\Nll 1---SEALWATEfl SOL[NOIO Al' PUMP NO.:i! ON WALL. I ,,...::...;1 r --7 >-+-+M,-1----- 23 +------~";'~',-----..---'°-1_o_j I .. 1.. .J L ___ J NOTO DIN RAIL MOUN TIO 2 Alcll' ~~~'\8i~~~~[L [!Jb\\ifl PUMI-' N0.2 SEALWAT[fl T11.1[R, ;>!l,l;>ll IILl"EK l'YPt: lG 2.0 7'.:,WT l--''c'c'o''--"St."C",,"'O"N"DeColc":__ ___ ... ~~M:r1JJ~~t PRIOR 24 PUMP N0.7 SF.AL WA 11:.H ~LUW RF5FT l'lJMP N0.2 SEALWAll:.R 25~---''~S~W<;:. ___ ... __ ..... _L._._ _____ _, 2SFR J..C'c'c"c"c"oE ________ _.(~;•f:·\J~11L R[LAY) NCTO I I.,....__ UN S[/\LWATC8 SOLENOID L --_J Ul'.:iCHIIRGE PIPING. COIIITIICT CLO'.:;l:.'.:i ON RISING PRE::i::illf"I[ / l"LC 1..0i>IC CONIACI. ,-/ l'llMI' NQ.'.:1 CAIi PllMP NQ.;;' '.::;FAIWAlf.H DELAY. 2J 26A ~------1 f-_,_ ___________ ..f ;,.sor 1-'s·c·'s'c"o· ·'o'c···.0e'c'---""c's'c'~--_... ~Cci~8~1J1 16/\~L~~iR r -·-··-l·IANO ,aa ._~_,_~ I oce='-+-' I • " 28 : I f.JUMP N0.2 I Ho11 : .:"c'c'e'...L _______ ... ---1H1 ,H-.;~H ···-PLC LOGIC f;QNTAGT. PIJMI' N0.2 CAI I · ·····-----t:ONIINUE.D ON DWG. [--16 ---·-· SEWAGE PUMPS CONTROL SEQUENCLJ. LOGIC 15 Pl ( i='ROGRAMMfD UNLl:.'..i'..i Olllllh"/1'.,[ NOTED. 2, ALL EQl!ll'MFNT '.::;HOWN IS LUCA 11:.1.1 IN MGI-' UNL[$S OTHERWISE NQTfD. :}. INTRINSICALLY ::i/1~1:. ACLAY::i ::illALL 0[ A~ MANIJFACTIJRFD l,Y GFMS OH IJIV!::R'.°:;lflED Fl FCTRONIC'.':i. 4. FIOAT '.:;WIIGH '.:iHALL 8[ l"LYTC CNll-10 OR Al"l"RQVFr! FQUAI FIOAT SWITCH '.':iH/\LL !:!L LOG!lft:D AT ~;uf.ir rllMPS N0,1 ANI) N0.7 AND SHALL Bl AS MANUFACTUl-ll:.l} !:H t;()N'.;Olll:>/1 j[D ELECm1c 1-.lOOfl 70rJG OIRECT ACTING UH Al-'1-'IWVCD EQUAL. '.:iWll{;II Sil/ILL 0[ FU/:lNISHEO COMl'IFTF l'IITH WFIGHT. CITY '.;TART CMWD 92~ 402 VISTA IMPROV[MtNTI:, TO TH~: BlJ~.NA Vl~:;JA ~;t.WAG[ PUMr STATION .MJII\ MORAES/l'HAM I< A880CIAT.ES Ct"INf!U!.TINC BLECI'IUCAL & IIECIIANICAL ENGll'ltPm~ b2M ~\/ENI~!. fNl':W/.Jl ~Tr. a ~l.~L511~~ ~I.. il;tOOl:I (8IR) 4.11-:>177 CONTROL DIAGRAMS II REDUCED SCALE 1--------------CONTINUED FROM DRAWINU £-15 -------------\ / ----Pl.,C LOOIC CONTACT. Pl)MP NO.J CALL PUMP NO,J Sf.Al.WATER tll:'.LAY. 31 ,a+-------1 1-JO SEC. OFF DFI.AY. t:STAQUSH SEALWATER !---------------~ :'iSOT )-~~=~=-"'-"'=----f FLOW j,AIOR TO PUMr fl)MP NO.~ SEI\LWATFR SOLENOID HAN[l [ SfALWATER SOl~NOID AT PUMP NO.J ON WAIL r :;.=.::-1 r · ·1 H-+o--'1,--,,.+------i STAH't JSDT AUTO l I L ___ J ·" +--------"~•N_O_m ____ ..,.o_,-,,-,-,-,-.-0\J-'NTED 2 ~:~·7 MINI CIRCUIT Bf"IEAKF.R Id TERMINAL BOAR[) Alf(t< TYr'E 1G ,'.O l"IJMP NO.J RFSF:T PUMP NO,J SF.Al.WATER TIMER. ~~•J: STOPS PRIOl'I )-00--'.o~SCF.Cc·c• cONccDc<=Cc•c'----, TO STO?f:llNO SEAL WA ri::ll FLOW 33 +----'':.'"'r>----1r------_L.--------1 PUMP N0,3 SEAlWATfR .34,.315,E-Hi \-'faAelloUaRsE ________ --+(NQTf: OCTAL RtLAY) " NCTO 13P'.=J7 .J5FR I l,..___ ON :;EALWATER SotFNOID L --_J DISCHAIKiE PIPING, CONTACT CLo::;1:.$ ON RISING PRf!=;!'",llRF Pl.IMP NO.J eOA HAND Q OH AUTO •. SIH, E-14 1--"cocMcPcNcOc.JcScTcAc'cT/S~TO='---➔(NOTE1 OCTAL RELAY) NOTC ----f'LC LOGIC coNrACT. -Pl C I.Cl□IC CON fACT. PUMP N0.4 CALL PUMP NO.J GALL PIJl.i1P NQ.4 Sf.Al.WATER DELAY. 3il 1-30 SEC., OFF DELAY. l:'.STAeUSH SEALWATER J'-------i ~--------------{ 4:01'.JT I-'='-'=~-'--'==----+ FLOW PRIOR TO PUMP PlJMP N0.4 SEALWATfR SOLf.NOID HANO [ .5f"AJ.WAJ"ER SoLENOJD SIAR1 AT PUMP N0.4 ON WAI!.. r~1 r· 1 --+-1,--,,.+-------" +-----~'.c':;,'..,'------,--A_u_ro~ L --TJ L ---.J NOTO DINR/IIL MQ(JNTF.ll 2 AMP_} Mll'll CIRCUIT RRF:"AKER 41,<M AT TERMINAi ROAR□ PUl.i1P N0.4 SEALWAl£R TIMER, PUMP s'toPS PRIOR Alfi]( TYPE 1G 2,0 1SWT ,-..:Oa-a·'°~·c"'c"c·•-°"=c°'="c'~---➔ TO STOPPING !.FAI.WATER ~LOW PIJl,H' N0.4 RF!iFT 11 ._ ___ •,;•,c'.,_ _________ _L. ___ ..... __ --< PUMP N0,4 SEALWATER 42,43,f.:-16 1-sfAalWea::'•'~--------♦(NOTfi OCTAL RELAY) NCTO I l,..___ ON SE:ALWATER SOLENOJD L _ -_J 0I::;CHARGE PIPING, CONTACT CLO$!:.$ ON RISING PRESSlJRf 4JO-----<> HAND .. " ...._ ____ PLC LOGIC CONTACT PUMP N0,4 CALL PLIMP N0.5 ::;1:.ALWATCR ::;OL[NOIO ON WALL, J-!/\ND [ -·· Sl:.ALWATER SOLENOID II( PUMP N0,5 r~1 r --1 o--+-+o-'\,r<>-1------ !'i ~OT AUTO L _ _ J l ..... ,-· --J "+------..cc:...,,-0-T_O ___ __,p-o,-,-SA-,-,-.-O-'UN I1:.U i AMP7 48 MINI CIRCUI 1 1:11-o:l::AKER AT TFRMINAL l:IOAHU ALTEK TYPf 1G :7.0 PUMP NO.~ S£ALWATER TIMER, :~!i STOPS PRIOR 1--'s's'"'"'-="=c=··~0"""''"'"""''-------+ TO '.STOPPING l'lJMP NO.!:i Rt::~FT "+----.."~w~'---➔---_L.0-----.---1 NGIO SSFR "+----t-<-..~t--+----; PJJMP ND.!5 so, "+-----.. [.____ ON SCALWATFR ~OLENOID ·-_J OISCHAoiGE PIPING. CONTACT CLOSES ON Rl~ING PRESSUHI:. IIAND i;i, OFF AUTO SEALWAl£A FLOW ~UMP N0.5 SEALWATEf1 50,51,E-16 1--''c'c"="c"o'--~-------t(NOTE. OCTAL RELA'r') SHT. E-14 l-''""c"a'~'0c·c'-'a1a'c'c1='c0cP ___ _,(NO'IE: OCTAL R[LAY) ....._ ___ PLC LOGIC CONTACT. PlJMP NQ.!i CALL Pl)MP OUT (lF SFQtJFNCF. M::. fw£LL HIGH HIGI-I LEVEL rUIJP NQ .. '} SEAL WATER rAILlJr:!E L£V£L mAN~MITTFR N0.1 OUT OF RANGF DRYWELL FLOODING 1-'UMI-' NO.~ Sl:.ALWAKll ~AILUHI:. LEVEL l'RANSMI I I1::.H N0.2 OUl tJ~ Hl'INGI:. PIJMP N0.1 '.,[ALWAT[ll rAILIJRE PlltiAP N().!i SEALWATFR rAll.!Jf:!f: C WIRE fHIWlJGI I 10 1->UMP N0.1 Vl-D (:01:J:: Dl-lAWING L-H) WIRF THROUGH TCl PUMP N0.2 VF"tJ (SF.E 11RAWINC F'.--I-4) ~ WIRE T(I TFRMINAL C Wlf.lE l'HROUGII BOARD IN MC:P TO PUMI-' N0.-4 FOR CONNf.CTION VF"l1 (Sl:.I:. TO rUTIJf"IE f'IJMf' [lRAWIN(, F 14) NO.J VfD. I r~ WIRE THRQ!Jf;H C WIIK n I ROUGH TO PLC INl"'UT ro PLC INPUT W£.TWCLL WUWl:.LL LOW LOW HIGH HIGH LEVEL Ll:.Vl:.L 'M::TWCLL LOW LOW LEV[L PUMP N0.2 SFAI.WAn:R FAIi '.JRF DUTY 1-'Lt CPU ~AILUI~[ C C DRYWFJ.L Fl OOl"!INC SEWAGE PUMP CONTROL SEQUENCE II 1, CONTINUFIJ ~HOM D~l\'NIN(; E-15 . 2, Al.I. FQlllPMF.NT SHOv.t-J I'.> LOC/\f[D IN MCP UNLE$S OTH(RWISF NOTF.D . 3, POWER SlJPP\ Y '.>HAI.I. ~~ A::i MI\NUrACTURCD DY SOLA OR PQl','f.R QNF. 4. ALL JUMl-'EH::i f.Of< PUMP N0.-3 FUNCTION~, $HAI(. RF MARKED WITH AN INSULATl::U IAG. "l~rno·vc UPON INSTAl.,l,AllON OF" PLJMP NO.J" CITY WIRF: THROUtlH m PUMP NO.~ VF"D (SF.F. DRAWING E-·14) Wik!:: THROUGI! 1'0 1-'L(; INPUT CMWD 92-402 a= VISTA l~PRQVrM~NI''.:; TO THE BUENA VISTA SEWAGt. 1-'l)MP STATION ~!'HAM ... .!< .... ASSOCIATES CDNSULT!Nll BLEC'l'RIW.L ei; JO:Ci!ANIC.,1.1, 11:NGffl"Rll:RS ,~~ A'<tt!IDA ~N~A~ ~1~ ~ Clolll.fiA/oD (:1,. ~20Dil CONTROL DIAGRAMS Ill .!_,.... ~(,•t ,.Oil (6" ru C W0,,11'5 • IQ•l]-"1,: I [11,11. SIEI" -.. ~'.'-DI' 7l ( j ' I ' ' I MCC-1 480V R[J!; '" t-----+-+--<lf-----o',';.....-..------1 f-,,_:,:'-o---, I I t--l---«------'T'o---------lf-------1 f----<~'<-----1 I I t--~--,....___---+-------+-----l 1·-AT PUMP . "' -, ,o LOS I HANO orr L._ __ ...J Al)m r---, I 1CR I , l~UN ~IN M~P ---0 , ' ' ,; READY G ....... , ' C Sl"ARE WIRE TO TfRMINAI fl()ARr.> C: SPARf WIRF. TO TFRIIAINAL ROAR!) SEALWATER PUMP NO.1 Al I FQUIPMENT SHOWN IN LOCATED IN MC("; IINI FSS OTHERWl'.:il:: NOTCD MCC-1 ~BOV BUS 21.1 ;>OI o-----+-+--4-----o','o---+--------1 f-,.,:,:'<>---, I I t-----+-~-~--t----+---.....--1 I I f-----,....___---+-----l----1 r -L.AT PUMP ~----------... •----, I LOS I HANO oef AUTO :=iPARE WIRI:. TO TEHMINAL RClAHI) ---0 ' , RUN " , ' ' ' , H!:.ADY , ' SPARE WIRI:: TO TERMINAL F!OAHO SEALWATER PUMP NO.2 20L 1. ALL [QUIP~[NT 5HQWN IN IOCATED IN MUG UNLESS OTIICRWISE NOTf.lJ L_ J SEE: OUODLEf"I SYSTEM J CON IROL SEQl)fNC.F THIS S/1EET, l'BC 170 VOI.T CIRCUII (13 BUBl:lll:.~ N0.1 COMPRESSOR - RE.Gl:.f'IAGLL. 1;!!J VOLT, 20 AMP '.:ilNGLI... 110::,P/TAL GRADE, RFD JN GULUlt PROVIQI: C.AST ALUMINUM l)[LL [!OX & BRU$Hl:D '.;TAINI F'.iS S'll:.l:.L COV£R BUBBLER COMPRESSOR NO.1 1. ALL EQUll>Mf.NT SHOWN IS LOCATED IN l:IUl:IBLER CONTROL l'ANl:L, Rl;.C:EPTACLE SIIALL BE LOCATFD m RF'.;T SUl'I COMl-'H£S$0R CORD corio SHALL f'.IF f>RECISEL'r' CUT TO LENGTH AND HARNFS5F(J AS Hl:.OUIH£D. IL ____________________ _ REDUCED SCALE PRINT-ORIG. SCALE 1o'" 1"' ',I ',~'cHES 21' '1' ",i' 120 VOLT PBC CIRCl)IT #45 ·---••··"' ________ _, 1 Ps1 7 cOMP~i:::sso~ CONTROL ~--'-.::;""-1....--------------lcce I--'"=====~__. I I---COMPRESSOR CONTROl, !. . . .. _J PRESSURE SWITCH. CONTACT CLOSES AT ~~PSI, OPCNS AT 551":51 _______ .,.r_--------··,i-----------------4 CONTROL CIRCUIT cci::t C Ali l...-ALTERNATINC Rfl..A'I'. OIVERSlflED I El.fCTRONIC:=i fARA-120-ADJ\ ofl I APPROVED EQUAL. CONTACT'S / TRANSFER WHEN CC/l. Ul-'I..NS. I I I C™PRl:SSOR NQ.1 CONTROl ~----t ~---+---------I '" COMPRESSOR N0.2 CONTROL L _________ ,,1 Gl:NERAL COMPRESSOR fAILIJRI: I I-,. ON 01'.;C::HAHci:: HEAOER. CONTACT L __ _J OPf.N:=i ON RISING PRl:::::;:;u1li.., I i:"sJ 7 Cl 05F5 AT 1~ PSI. ____ _L,:.:;.;,,-1. _____________ .,. __ --I LAR I.OSS OF NOHMAL AIR I 1---0N OISCliARGE HEADER. CONTACT /--~·-WAY SOLENOll.'I ON L _ _ _, grt~ttrT ~161Nr:>itRl:SSURf. _ 1 PIPING. _ENEl'IOllE.s ,o 1R cc~ BltB!:ILl:".R COMP N0.1 FAIUJR~. f!l:1::SI:. Y :ouv-1 1 ~~;:;~;:~ t[~~~~Y L ___ _J ____ ____, f-..1 --ii f----,--o...L----1 (:1F I----------◄ C2R GCf" 1:MlEIU::R COMP N0,2 FAIWRE RESET ____ ____, f-..1 --ii f----,--o...L----1 C~F \----------◄ c, CR BUBBLER LINE PURGE __[_ '" " NCTO " Note cm C2F 1--- ,CR cot.1PR£SSCR N0.1 CONTROL C2R ,,; (::;;\ COMPRf.SSOR N0.2 ---.-----'J CONTRQ\, l!-'H PURGE Rl:t.AY 2-WAY !;i.Ol,.ENOID ON~ PIPING, 1:Nl:Rc.1?:f TO JSO!)I Tf. INSffilJME'NTS ,, ---···1 OURING. PlJRGF C'l'CI E I .,OV-.2 I L __ _j .2 SECONDS FIXEO, ON OELAY 11 ='!"WAY SOLENOID ON ' PIPING. rnERGl.ll:. lO \"" ..... _ 7 ~/:1;rc F!UF!BI.ER I SOV-3 I I_ __ _J 0-JO Sf:CONOS ON DELAY Sl:T FOR 10 :=iF.CONIJS BUEIBLER COMPRESSOR N0.1 l"'AIWRE " WIF,!E THROUGH TO BUBijLl:._H GOMl-'Rl:.~SO~ Nr:l.1 RECH' IACLI:. CIRCUIT. ~ ~ ~ ~ V WIRE Tl-lROlJGH TO BUBBLER COMPRl:SSOR N0,2 RfCf'.PTACl.f BUB!:!L£R COMPRESSOR N0.2 rAILURE l,OSS OF NORMAL AIR ~CIRClJIT. BUBBLER SYSTEM CON1ROL SEQUENCE 1, ALL EQUIF'Ml::NY SHOWN IS LOCATED IN BUBBl.ER.GONTROL PANEL UNLESS OTHERWISE NO rru. 2, SOLENOID VALVES SH;,LL QE AS MANUfACTI,JRf.1) l;IY BURKERT. 120v, \ii, i:;o HZ CONDITION'o:D --------------! (Ur>$ RFXEPTACI F NO.:~) ·-ON SEAI.WAH:J{ '.:ilOl{A(;L )'ANK. r ---~ CONTACT CI.O'.:il::'.:i ON lll'.:ilNfJ LSU l.F.VF:I., OPf N'.; ON LOW LOW Ll Vll. +--------f-<'~-+------------{ 'll WW LOW LlVf'L '" OUT\' '.:iEALWAll:.R 1-'UMf' N0.1 N0.2 RLL 2FR L_-------.-----l H "" 1-----------4-----/ Sf:AI WATF"R PUMP NO 1 F"AII !IRF RF:,F"T +------"r'~---. ___ ,-L.,,_ __ ... ______ --i PlJMP N0.1 FAILIJRI: I r--ON l"lllJI" NO.'I OIS(";HARC::F. l"ll"ING CONTACT Cl O:=iFS DN RISING PRF'.;'.",JJRf. S[ALWATCR l'UMI' N0.2 rAILUR[ l<[~(T +-----•'-'r'~---.----,-L.,,_ __ --<~--------i 7.FR PUMP N0.2 fAILURE 2fR I I l)lv T'l)MP N0,2 1)1.SCHAR/";f L ----·· _ _r--PIPING. CONTACr CLOSES ON RtSI~(; PR[SSIJf"I[. ~II;, ~ LlW vLrW LrW SEALWAll::fl '.:iTOHN.>( TANK LOW LOW Ll:.Vl:.L SL/ILWATCR PUMr No., LOW DISCrlARGI: Sl:ALWATl:R f>lllJP NQ,2 l.OW DISCHAR(,f r'Rf.SSURf. Y-H -ON SEALWA'J'!:J{ STORAfJI:. TANK SEAl,WATFH '.'iTORACI:. PRESSURE TANK HIGH LEVEi. WIRF THROUGH TO SF.Al WATE:R ~ PUMP N0,1 STARTER SEALWAJER SYSTEM CONTROL SEQUENCE 1. ALL EQiJll"Ml:NT ~.Hl)IMIJ IS l,QCAl'l''I) IN MCf-' LJl'jl,~,::;::; OIH~.HWl'.:il:. NOll:.lJ. POC 120 VOLT CIRCUIT #t°J ,--7 I 2CR I L_------+1--il l-+--------+-ll L_ J SEE BUBBLER SYSTl:M J CONTROL SEQUENCE 11-11~, Sll[ET. BUBBLl:A NQ,2 COMPRFSSQR R[Cl:l'TACl.t, 120 VOi T, ?O AMP !JINGLE. ~IOSl'ITAL GRADE:, Rf.I) IN COLOR PROVIDE: CAST ALl,IMINl)liA !)(LL 00)( & STAINLESS STEl:L COVER. BUBBLER COMPRESSOR NO 2 Al! ~QUIPMFNT '.'iHtJWN IS LOCA'fl:.ll IN ~Ul!OLrn CONTROL PANEL Rl:Cl:11TACl.l: '.;HAI I RF l.OCATFO TO Rf"51' SUIT COMl-'Hl:.'.:i'.:ii.lfo: GORI.\ CORD SHALL 0[ Pl<[CISELY Cl.IT m l.f.N(;TH ANO HARNf''.'i'.'iFD A'.i RHllJIR~.I) _MJli,,._MORA~S/PHAM & ASSOCIATES COJll~IJLi'li'IO-1':Ult1'RIC.iol, k M.'11:CRANTCAT, RNGTNIERS =~ ~Vt.NI~~ £1!1)t<~'S &l'E, <) O-'Jll.50AD C~. lllOO!! CITY IJ'!'IIQl[CI: / Dr" 1111.JCWOlll'3 CMWD 9~~ 402 CF VISTA f:llJ~NA \/1::;TA S[W/\G[ PUMP STATION l:WV, 1111, 601!2 CONDITIONED --------- (UPS Hl:.!Jl:.PTACLC NO,J) r------·-···1 I 120v I IR-AtJLL --INOI/C:110N Hl::Ul'r'. CONTACT r.1 OSFS ON RISINC LEVEL, OPFNS ON LOW LOW L[\ICL A/W CONTROLS M/\{,;fll[T[f( j!1!'i00· A UH 1\1-"l-"ROVED fOl)Al. J----,----,.---f AC";J J AIRCAI' IANK LUW LOW LCvrt. L _______ I FURNISl·I NEW 316 !5,:=;. Fl ECTROUI:. ------ HOLDER. D/W CONTROi. MACNF.!EK "5012-[1-SS-[1'.~ OR APPRUVl:.U 1:WAL (PROIADE Rf.PIJf.'FR AS REQUIH!:.U). FXIS11NG AIH (;/\P TAN~, (SHQ....,... --------1 DIAGRA"1MA flCALL Y) rURN/SH NEW :m'i :;.:;_ £L£CTROD[ ----- fJ/W CONTROi l.iACNEl'l::K i!iijl)lJ- SS-X-A QR Al'PROVEO 1:.QUAL. POSITION ELECTROr>F l'-u" 1::11:.LOW NUKM/\l WATER LEVFI. r----·1 I lWV ,-o-,-1 ______________ _. ll{-1111111 INl)lJUIIUN (\[LAY, CONTACT OPENS UN Rl::ilNG l[V[L, H/W l:UN (ROL::i MAGNETFK lfl~(){/•·1::1 Of< AP!Y~(IV[[I fQ!)AI. HYUl·W-TANK .--------------..;..--..J,f----i----+-4 1111-111 f-'-"c"c'"'-"""IGcH_leCaVC,L,__. .,, ____ _J r·-·---, I 1.WV I H\I IR··HIH L ___ __ .. , r-------1 I 120v I 11~-lil'L INDUCTION RFI AY. CONII\Cl QP[NS ON Rl!ilNG LEVl:.L. D/W (:QNTR(')l!i MAGNl::1~.K i!il ~00-0 OR APPROVFO EQUAL. HY!)RO .. TANK HIGH I FVf.l. H'IT!RCl·-·11\NK HIGII I FVEL llMl:R (1-JI) ::iFC. THUL D[L/\Y ON Hl:.U::/\S[ DIV~.HSIFICD CU:C, il'TDl-/\\(A-030 QR APl-'IW\ICD CQUAL (~LI AT 1!5 !:-EC) INO(.l(:TION F<O:L.<1,t·. CONfliCT Qf"EN~ ON RISINtJ L£VEL, CLOSf!'", ON I OW LOW LEVEL 0/W CQNTROl,S MAGNlcTIC i!i1500-0 OR APPROVFrJ C.QUAL. ;--------------i---vf--...;..-+11+-{ H'l HYl.11.:0-TANI< LOW Ll:.VEL l __ ----· -_J -----, 120V I 74V IR-H'rU. INDUCTION f:!El.AY. f.'ONTACl CLOS.t::i ON RISING I FVFI, Ul-"LNS ON LOW I C'iW I f"VEL. 0/W CONTROi :=; l.iAGNEllC i!i1500-A OR APPROVEO 1::QUI\L. HYDRO-TANK .---------------+----! t----,--ttti----{ Hl1.I. }-'C000W0l0C0>W~LE0"l"='-----+ FURNISH Nl::W 316 S.S. ELECTROOF ---'=-------_j HOLDER. 8/W CONTROLS YAGNFTfK ---- #l;l0'17 F4-SS-l:.l-'J OR APPROVED EQUA\ AIR QOI LJMN • "1QrJIFY F.XISIINU TANK TO ACCEl'T ------j .,• NPT l:.Ll:.GIRODE IIOLDEA. (5EE NOii:. .!) [XISTING HYDRO PNUEMA !IC IANK. (ml◊WN [llAf.RAMMAl'IGALL Y) rURNISH NF"W :rn, S.S. l:.LECTf"(l)D[ 0/W C:ONTROI.S MAGNl:.1£1( f6013- S!:,-·X A. (TYP. 01· ~) -----A ' ------,---(_,c 0 HIGH HIGH Ll:.VEL. P081110N flFC:lROl}F AT .l' ·0" FROM TANK BOTTOM. (ALAHM & BACKUP STOP or IJUTY S[IW1CE WATFR PLJMP). ® HIGH L!:.VLL. POSITION Fl Ff:TROl}f AT l'f.;" ~ROM TANK BOTTOM. (STOP OF Sl:.IWIC[ WATER l'UMPS & [N[flGIZ!: AIR C:OI UMN MAKl:.-UP SOL[NOID AFTFR A l!'i SH.;ONI) TIM[ DELAY). LOW u:vcL. POSlllON EU:<:TROrlf 1·--~· HWM TANK BOTTOM, (INITIATE S!/\1.:I or DUTY SEHVIUI:. WATER PUYI'). LOW LOW LEVEL. PQSl110N F"I.EClRODE t;" ~HaM TANK DOTT~ (Al.ARM .!! l::IACK-Uti STAR'I" /Jr U\JTY SERV!CE WATE"R P\H,lP). -------CONTINUED AT AOQV[ RIGHT ----- f--------------CONTINUED ffiOM Bf.lQW LEf'1 ---··· AIR OOWMN MAKE-Ur:> -~ SOLENOIU AT HYDRO- PNUEMAllC TANK OURKfRT 7/7 WAY, NoRMALLY Cl.OSI:(}. __ HTHT (SEE NOii:. J). r l NCTC __ ,.J I l SW-ALT I l·l~CRl----➔---t---1,1---<>--f------{ t--+-----t t->------4----1 ,c, )--------' I L ___ , CONlROI CIRCIJIT I I I I __ , ____ _j ~~ ~Gl~ v L~rµ AIR CAP TANK (,OW LOW LE:.VfL HY(IR(l• ·PNUEMA llC TAIIIK HIGH HIGH Ll:.111:'.L G~ 'MRE TttROI.JGH TO SERVICE WATER PIJMP NO 1 STARTER I ill HYDR0--l'NIJEMA11C T/l/ol/( LOIi' I OW /.!:\.'EL WIR~ IHROUGH TO SERVICE WA Tl::~ r>i_iMr> N0.2 S'IAH1£R HYDRO-PNUEMATIC SERVICE WAIE..R SYSTEM CONTROL SEQUENCE 1. All EQUIPMENT !'",HOWN l'.'i t.OCATHl IN MCP IJNl.E:=;S 0'11'FRWISE NO'f£D. :L. ALL CUTTING AN[) WF.LO/NQ Rl::QUIRf/J SI/ALL 8f. PfRFORMED BY A 1..f1a,nw WELDER EXISTING 2" NPT ENTRY MUSl' 0[ INCREASED TO 3" NPT rn AGCl:.PT NEW ELECffiOOE !10LDER, J. CONTll;ACTOR SHALL COO!~l)INAT[ SOLENOID Sl7f. WITH EXIS!IN(; PIPING ON HYDF?Q-l'Nf:IIMATIC TANK. MCC-1 ~80V BUS o,. ,...,-.,. . >---+--+--<---.. I o----.-----{ ~---X:-o-----,_ I I '' EXISTING COMF'RESSOR MOTOR t---+---~'1'--------.----tl----<~---~3/4 I I t-----<!!'----"-._-+-----+--n-....,;X¼---" r EXISTING PUSHBUTTON _/_ STAllUN AT COMPRESSOR r-, I LOS I 1 ____ ...J HAND "'' AUTO EXISTING PRF-SSURI:": _____J CONTRQI SWITCH .6."r I COl.4f'Rf:=;SOR l • I I ___ _J OL ....... , ' ' I' f'(EADY '--------j,'f---------------{GJ--C=~----~ c:="'"' Wlf!E TO TER"11NAI ~ BOAR[) ' C: SPARE WIili::. 'fO 11:.RMINAL BOARO HYDRO-PNEUMATIC TANK AIR COMPRESSOR I. CQl,1f"IRf!;;SOR MO'tOR, LOS AND PRESSURE' CXINTROL SWI !Cl-I· ARE EXISTING, CONTRACTOR SHAlL INTERCEPT f.XISTINCl 1 1/~" CONDUIT 1111 MOST CONVENIENT LOCATION AND RE-RO\ITF TO MCC-1. All CONDUCTORS SHALL !lE PULLED IN NEW AND SHAii. ~~: THHN/TIIWN STRANDED COPPER. :1. Ali EQUIPMENT SHOWN IS I.OCATI::() IN MCC-1 UNLESS OTHf.RWISf.: NO'll::!J. REDUCED SCALE PRINT-ORIG. SCALE 1o' '1'' '',l'1Nt'Hss ,I '"'1 '',F''''';,l MCC-1 ~60V BIJS 1M 10l t-------,t---t------,:,,----7,;....-....--------I f-"'-'<"'<>--~ I I ,.+.,. ,,,........__.,,-·--~~1arNG ,-_,,-_,._ _ _,, I >----+----.---I 1-..,_:X'-<~-----l I I t--<I-------<-0----+-----+---1 f-..-V::'-<>---_/ /Al ,-1-, I I OS I ___ ...J fiAND OFF AUTO RTM ' , ~------rf----------------~~-< " r'='c'="·'------J , $PAI"([ Wl~E TQ T[Fd,,IINAL OOARD SERVICE WATER PUMP N0.1 Al I FQIIIPM~.N I SHOWN IN LOCATCD IN ~cc l)NI Fs:=; OTHl::RWl:'::I:. NOT£D. MCC-1 +eov BUS 2M iOL t--+-+----<!f-----1----..-------1 1->v::--<>---, I I t--+--<i---'T'---+-------.----1 t--->0::--<>-------1 I I t--4-----i,,........_.,_ _ _,_ ___ +----l 1---x----./ j"'""AT PUMP I"'"-·--, I LOS I L...,. HAN[} m Al)T() I -icR ·-; ~--~---< I--;---_..-...... _-{ 1()1. L....------~'1":..._ _____________ ...,,_ ____ -{, G )'••c<c•aDc'------J ~;!'ARI:: WIRE TO T[f"IMINAL OQAf"ID -' SERVICE WATER PUMPJ&..2_ IN l,OC:ATFrJ IN MCC UNLl:.SS OTll[f"(Wl::i[ NOTED M(Jl{)f! f)(ISTINC PUMP MOTOR CMWD 92-402 _MJfil. MORAES/PHAM & AS~OCIATES l;()J'{lj:IJI.TING Kr.11:CTRICAL & 11111:C!LUUCAL E/'IG!rl~i':I~~ '2J~ A\ltNl~A t:ll~~S S'tf:, I) CARI !;!!AO OA. ~OOIIII (~19) 4.11-7117 CITY a= VISTA IMPR()V~M~N'f:, TO THE OUCNA VISTA SEWA(:~ 1-'IJMP '.OTATION t;ONTROL DIAGRAMS V APPR\"'Mr,; !Ill~ WOO~ L~ lfillm....§.Lor__2! __ I MCC-1 4/:l!JV 61/5 2,jl\4 S!ATUS l'O MCP MC{}··I 480V BUS I PIJMP IN HYORA(J!IC f:IOOM PUMP IN H'rlJRAULIC ROOM :=;TATlJS TO MCI-' :>j14-.,. L-r-· ····1-...l !'iFFNOTE:! _,.. _____ J I l _,_/ 4fl 4 --1 I 0 HYDRAULIC MOTOR L ___ J HYDRAULIC BARSCREEN AND COMMUNITOR BLOCK DIAGRAM GONTRAC'l◊ll $ilALL l'"lJRNl~H Al I CONl".llJIT, PIPING, CONTROL AND APPLJRTF.NANCl:.S FOi"< A COMf'l.fTF AND OF'ER/11:!LI:. SYSTEM, COlcll.Al)NITOR WA!'iHDOWN SOLl:.NOID CONTROLS :=;HAI I. RE. FUl{NISIICD BY TI-I[ 8ARSCRF.EN CONIHUL PANEL MANIJFAC:TIIRFR (JIJTPUT 10 WASHDOII/N SOL[Nf!ln :=:HALL 8E:: l:.!UVOLT 7. 7-POSIIIUN CLASS I Dl~510N I OPFRATOR '.>TAllUN. LOS, JOG, -~-ALL EQUll-'M[NT ANO APf'l)RTFNANr,i;-::; INSTAlL~l} IN TII[ WETWEl.l ARFA :=iHALL 81:: SUITABLE FOR C\ A!'i!'i I DJVJSJllN I LOCATIONS Cl)NTRAGTtJR SHALL l'l·UJVIDE All CLASS I l)IVl:=ilON I CONUUIT SEALS AND f"l'I !INC$ AS R[QIJIR['"I) l,MX'. I 490\1 !:!US M Ol. l,...-l---l----«----0'7';;.. _ _.._ ____ _J f-<,u'.'-------,. r --·· -, I I I I ,,.+.,. I l,...-1--4----~ I I I I I I ,......_ I ,._ __ g_ __ __;, L... -_, -....I r-l · (']N WALi.. Al" f'UMP. !:,UITABI .. F. FOR CLASS I 01\Jl!il{JN I LOt:AIION I LOS I HflND o,e AIJTO " --..JI ..._~__._ _ __j IJIR OSMR ' L....-...J 1-1 ----<-----11 1---+--....-<>--I ·----IN BARSCRE[N (;ONTROL ---0 ✓ PANEL, _CONTA!";T Cl OSF.S ... -------+'~-ON RUN L_ . ...J B "" 1--------J 1--->----------J ,._ _____ _Jr-,_. __ !_ _ _J IN CQMMllNITOR CONTROL l"ANrl. (;QNTACT CLOSES ON RUN / • ,...1-lUN ' BARSCRF.EN CL/\!:i!i I DIVISION I\ LOCA fiON MONITOR RELA'f COMMINUTOfl MONITOO flELAY '---------L-"+----------------~--.' " 1'f--""e•aDcY ___ __, Sr:>ARE WIRF. m TERMINAL BOARD WETWELL WASHDOWN SUMP PUMP 1, ALL EQUIPMF.NT SHOWN IS LOCA"IED IN i..iCC·•·I LJNI.FSS OTHl:.H'M~l NOTCD. ' 2. STARTER LOGIC IS ARHANCl:.ll TO START PIJMP \l,Hf.N !:IAR!iC:REEN SlAl-nS AND STOP WHEN THF. COIJIIJIUNITOR STOPS, THE CQMMlJNITOR ST/\Hl COMMAND ALSO 15 (;[Nf.RATFIJ FlY THE l:IAl.:'._;C[lC[N COlfT~OL PANF.l. RELAY l:iUT CQMMl)NITOR CONTROL f'ANLL l'IAS BUILT IN At),JU:=iTIAIF: STARI ANlJ :.iYOP TIME DELAYS OF() .. ~ MINU!l'.>. MCC-1 480V BUS t-----,1---4--<1!---"','o-----+-----IM~--7 I I I I 0--+------'T' ~--'---' I I I I I I t--------4'--~-~ ,--£A1 I LOS I ,u, o STOP ...... $PARE. 'MRE TO TF.RMINAL 1-----0-------f!OARIJ ' GENERATOR ROOM EXHAUST FAN L\_O · N[1,1A 12, JOA, FJ()()V rnsCONNECT AT FAN j, All ~QJ)JPMENJ ::iHl.lWN ABOVE IS LO\.ATEri IN MCC-1 UNLl:SS O"IH[RVilSF NOTED. 2, DISCONNFCT SHALL Bl ~OLIDLY MOUNTED ANO PERMANtNIU LABELED "DO NOT OPEN UNIJl::R LOAD". MCC-1 ~80V BUS t-----,f---➔---<'E'----<>'T'0----.--------1----. I ,._-------<>,r:,0-_-◄------4-----.,----. I t--------«c------<>A ..... _-i-----!---+-,f--t--1 L ____ / AR H o STOP" RIM H , COL LOL LOL ti HOL H HOL H HOI, 10 '" L ' LOW SPl:'.£0 ' ...... , ' H ' " ,... 1-11(,H .~PFfll -/ ' ' / H READY G ~Til[Rt.AQSTAT IN _/_ [Lf.(:"ffilCAL. ROOM r· ~---1 L .. ___ J C Sf>ARF,: 'NIRE'. TO TERMINAL BOARD -/ ' " ELECTRICAL ROOM EXHAUST FAN 1. ALL EQUIPl.1F:NT SHO~ IS LOCATED IN ~CC-1 ~JNI.ESS OlHE:RWISE NOTED, 2. fl-lERMOSTAT SflAU. !:IF LOCATED Al:IOVE MCC-1. REDUCED SCALE PRINT-ORIG. SCALE we 1l 1Nc~Es12111l"~•11111n~ MCC-1 ,1-80V BUS t---le-----1--....;1'--~'i'---------~-----I I .._-+--4'--_.;c'T"o.----+----+--1--------4 I --ac.__.;A.__1-__ .1--...J...--l--+---l _/_ -ON WAIi AT AIR HANCJI IN("; IJNIT r ---, I LOS I C. RUN o STOP CR CH II II ' / 1.rn HCJI. IIOL HOL l!OL LCL LOW SPFF:IJ L _____ J LINE VOLTAG[ t.A[RCllRY TYPf." 1HERM0'3TAT IN F:I FC"ffilCAL. 1-lOOM HONLYWCLL OR Af'PROVfri FQlJAI '.:iU.: NOTE 3 -/ ' , ' , ' HICH SPEllJ ' CR C SPARE'NIRI:: TO Tl::RMINAL 80Af!l.1 i---- ELECTRICAL ROOM AIR HANOUNG UNIT 1. ALL [QUlrMENT SHOWN I'_;; I OCA TH.1 IN MC..:C-1 UNLESS OTHfRl'IISF NOH.1.1. :2. All< 1-!ANOLlNG UNIT IS R{)(!F MOI.INTW. 3. HIE~MOSTAT :'",HAI I RF." LOCAll:.l.1 I\UOV[ MCC-1, POL 120 VOi T CIRCUIT flJ I f\lf"l. CONTROL :5WITCH AT f'llJMP. CONl'AGT CLOS[S ON FIISINC LC:\lll. METER PIT SUMP PUMP CMWD 92-402 CITY Cl' VISTA IMf'i:!OVFMF.NTS TO TliE BUENA \11::',(A ~.;FWA(;[ PUMr ST/ITl(lN CONTROL DIAGRAMS VI ~PIIA~ & ASSOCIATF.S _,.lt cp:.:.U 1-'1" 67 or _,_?1 I C<lNSULTINO l!:Ll!CTKICAi, ,'I MRc.FU.NTCAL KNCil'IEUS U31J A~l~A rn~N.t.S ~~ Ii CMIL11!.<~0 ~A, ~ --1 F =:.. , ~~ r·~,~,?A , MCC-1 480V BUS .......... ►-+--+--<I<---~ I >-----<>------~ I I t-----Jf----<1'---o'T'.;....-+-------l I I O---a~--------4----1--< [ EXISTING PUSI l[)UTTON STATION AT rAN r -, I LOS I C RUN o STOf"I M SPARE W!RF TO TFRMINAI BOARD .,. ' , "" , ' ' , G READY , ' OL WETWELL EXHAUST FAN OL 1. ~'11.N MOfOR l'IND LOS AR£ CXISTING. CONTfl:ACTOR SIIALL INT[RCEr>T E)(l"f,.TIN(: 1" C:CJNDUIT AT MO~I rnN\11:.Nl[Nf LOCA1I0N ANI) Ile-ROUT[ TO MCC-1, ALL CONDIJCTQR!': !;HAIi FlF PULLLD IN NCW AND SIIALL OE TIIIIN/TIIWN STRANDED COPr>ER, S11UCf!'; !:,HAI I NOT RF P[l~MIT)'CD 2. fill LQUIPMLNI' $il0WN AOOV[ IS LOCATCD IN MCC-1 IJNLESS OTHERW!SE NOTED- t.itC:C:-1 4!\0V BUS M OL .__.,.. _ _,__---<i'-----~r;------------~ ~-~ ,c...~--- 1 I 0--1----4-----o'T'o----->------< I I !;--------o-o--4------+----I I· E.XISTINC PUSHBUTl'ON '.-irATION AT FAN r -, I IOS I SON o sror- M C '.'iPARE WIRF. TO TfRMINAI ROAR!) -- .,. " "'" ' ' , RUN , ' ' G , READY , ' PUMP ROOM EXHAUST FAN 1. FAN MOTOR AND LOS ARE EXISTING, CONTRACTOR SHAU. INTfRCl:PT lcXISTINC 1" CONDUI'( AT MOST CONVENIENT LOCATION AND RE-ROIJTE TO MCC--1, AU. ~ONl)UCTORS '.'iHAI.L BE PULLED IN NEW AND SIIALL DC T1·11IN/T1IWt'I STRANDED COf'l'fR, SPIIC":FS '.'iHAll NOT BE PERMITT£D. 2. ALL (QUIPM£NT SIIOWN ABOV[ I':.i LOCATCD IN MCC-1 UNLESS On-lERWISE NOTED, REDUCED SCALE PRINT-ORIG. SCALE lo'" F.XISTINC FAN MOTOR MCC-1 '4-SOV DUS ,.__ ..... _ _JL-_ _,,,._ __ ~...--,-..., M OL r ---7 : ________ __, ~ I I ,...+--, I .,__,__.,&._ ..... I ~-,..,,-1----l I I 1 I 1 I -I---«---------1----~_J ~ --" ~ NEMA .+>i:, JOA, 600V DISCONNECT [ E)(ISTING P!.)!';HBl)TTClN STATION AT FAN AT fAIII (m:mom AS fl'EQ'D) r -, I LOS I Rl/N 0 STQP ' R , ,u, -, ' M ' G , R[AD'I" -, ' C SPARE C: SPARE WIRE TO v,mc TO TERMINAL TCRt..llNAL ROARn OOARD AIR HANDLING UNIT 1. FAN MOTOR ANO LOS ARf EXISTING (;QNTRAC::TOR SHALL INTERCEPT EXISTING l" CONDUIT AT MOST CONVENIENT LOCATION ANO Rf ... ROl)TF TO MCC 1. ALL CONDUCTORS SHALL BE PULLED IN NEW AND SHAU. BE THHN/THWN '.';TRANnFn COPPER. SPLICES SHALL NOT B£ ?ERt.itlTTED, 2. All l:QUlf'MENT SI-I0',\,111 ABOVE 15 LOCATED IN MCC .. 1 UNI.F;SS OTHERWISE NOTED. ,3, DISCONNECT SHALL BE SOl.lOL y MOUNTI:[} ANn PFRMANr.NTI. y MARKED "oo NOT OPEN Uf'l!JER LO,\D• MCC-1 '180V BUS 11.i iOL .__, _ __._ _ _,._ ___ r;--..... ______ __, f-.,,_:X'.'<>---, I I 1--1--.&-----o'T'o-----l---~---1 I I &--«-------0-0--_,_ ___ ,____, 1--.;x,----✓ r EXISTING PUSHBUTTON STATION AT PUI.Af' r·· --.. "I I LOS I C HANO OFf AUTO 10L I"" ... '""-•·•• -----, I 1LSL 1LStl I <l--io-~-----..-<1--~....,(' ~PARI:'. WIRE TO 11:.RMINAL BOARD I --o ,, ' -__ ...J '\ ....... FLOAT SWITCHES IN SUMP. CONTACTS OPEN ON RISING l.E\11::I, - C SUMP PUMP NO,J , ' WIRE THROIJGH TO l,ll)(ING VALVE SOLENOID CON"ffiOI.. CIRCUIT 1, P\JMP MOTOR AND LOS ARE l::XISTINC. CONTRACTOR SHALL INTIRCEPT EXISTING 1~ CONDIJIT AT t.1QST CON~Nlf.NT LOCATION ANb 1-1£-ROUTf TO MCC-1. E:XISTING FLOAT SWITCHES SHALL BE RE~OVED AfojD REPl.ACf.O. :Sflc ORAWINC E···4 FOR .DETAIL ALL CONDUCTORS SHALL BE PULLED IN NEW AND SHALL BE THHN/THY<'N STRANOFO COPP!cR. 2. AU. EOUIPM[NT SHOWN ,\BOVE IS LOCATED IN MCC--1 I/NI f!:i!'i OTHFRYl'ISE NOTED. SPARf" WIRF TO TERt.1INAL BOARn MCC-1 4floV BUS ......... '" ..--+--+----<,._ __ ~ I o>-----<>------~ I I ,......_ .--+----<<---~ I o>---1----------~ I I O---a-------0----+----1---' /[/\ISliNG PUSH~UTl'ON __/_ STATION AT PUMP r-, I LOS I HAND OFf AUTO 2LSL 2LSH I ..........c, .,,. -.. --~ ~FLOAT SWITCHES IN SUMP, CONTACTS Ol"EN ON RISING LEVEL, 0 ,I' RFAOY ~-------J.,1---------------o--~c-"'-"'"'--------' C '.;PARf WIRf TQ TERMINAL BOARD - C SUMP PUMP N0.2 , WIRE THRQ(JGH TO MIXING VAi VI:: SOLENOID CONffiOL CIRCIJIT 1, rlJMf' MOTOR ANO LOS ARE E)(ISTING, CONTRACTOR SHALL INTERCEPT EXISTIIIIG 1" CONDUIT AT I.AOST CONVENIENT LOCATION ANO flE-ROIJTE TO MCC-1, EXISTING FLOAT SWITCHES SHAU. BF:" REMOVF:0 AND rl[r'I..AC[O, SEE ["]RAWING [-4 f"QR DETAIi AI.L CQNQ\!CTQR!') SHAI I RF Pill I Fr! IN NFW ANO SHAl,I f,F TI·IHN/Tl-lWN !'",TRANOFn (XlPr>FR 2-Al I, FQIJIPMl:NT !'",HQWN ARQ\lf IS l,QCATl:0 IN t.1CC·••1 \JNl..f!'",!'; QTHl:RWl'.';f NQTfO ,._----------11AIIIEL f'BC 120VOLT CIRCUIT N0.2 ..,...-·· IN !';(JMF' Pl,JMP r·· ;~ 7 N0,1 STARTER ..1 •• -· -1 +-----t-1,h-, --------------1--'v--+--------' r-, I 2~ I ~----~~ ,<-<------~ L--'--IN SUMf' PUMP N0.2 STARTER L'C::_J MIXING VALV!:: SOLl::NOID I'll" SUMP. ENl:.fWILl:.U 01'1:.N ON PUMI' HUN SUMP PUMPS MIXING VALVE SOLENOID CONTROL 1. MIXING VALVE SUL!::NOIU ~HALL Bl:. A~ MANUFACTUHEO BY BUHKl:.HI'. CMWD 92~402 CITY a= VISTA SPARE WIRF: TO TfRt.1INAI BOARD IMPROVFMENTS TO THE BUENA VISTA S[WAGC PUMP STATION _JMlll\,. MORAES/PHAM & ASSOCIATES Ci)lffl\J!.TINC RI.IC(TRIC.AI, &c lit~HANIC.A!. ll!N(;INll:ltM ~2:J(; AV£Ml{I>, [ljCII-IAA AW. ~ (:~~LllS.-0 (:ii, ~2008- CONTROL DIAGRAMS VII i " I 1 I ' 120V, 10, (jQ HZ CONDITIONED (IJl"S REC::FPTACI.E N0.4) ,--7--IN PUMP N0,1 VFD UNIT. I 1M I CONTACT CLOSE~ ON RUN .,__-i-1 L __ _J I --7---IN PIJt..lr NO, 2 VFD UNIT. -----.'--<2M I CONTACT CLOSES ON Rl)N - - ' , ' , ' ,.-CONTROi POYt'ER ON ,>-===-'-'""""=----➔ ' , , }-_.,s,_cw0A0o0,...ceu0e0,:...,'soe· 'c..:,"c":....--➔ ' , '.:,£WAGE PUMP N0,2 RUN L --_J ~ Pf~OVIDE TEFll.illNALS FQR ----0 ,.. ' CONNECTION TO FUTIJRI: ...,_ ,, ~---"c"s"•''-"'"o".,'-'vc"D""'c"o,0,0A0c0,~-------s ... --o--< , }--''e'•cAc'o'c.c'"e"e''-''>oc.J,_,,e,u,, ___ _. I--7--IN PUMP N0.4 VFD UNIT. I 4M I CONTACT CLOSES ON RUN ,.---- L. I ----}---IN l"lJMP NO.~ VFD UNI 1. I !'.,M I CONTACT c::I OSES ON f.:lJN 't---,--; L __ _J ,--7--IN GENERATOR NQ.1 !;QNTRrn -----.'--< I CONTACT Cl.OSf:=; ON RUN L __ _J ,--7--IN l>[NERATOR N0,2 CONTROi e ----.;'-, I CONTACT CLOSES ON R(JN L __ _J I OsR 7--1N PLC ~1ROGRAM PANEL. PANF:I .. 9 ~--''-' I (SIIT. 15) ~LASHER -_J --- --- , ' , ' , , ' , S }-.e'e'"eAcGeEc.cPeUMePc...,NcOc,4!..CReUe'---• ' , , '-"'•'""'""•'c'.0•cc•o0c, ''-"'•"':;... ___ _.. ' , ' , GENrnATOR N0,2 RUN A 1-c'aUcMcPcOcUcT_Ocfc· oSsEOcUcEa'o','---" ' MAIN CONTROL PANEL STATUS AND INDICATING t lGHTS ------120V, 1~, M 112 OP-C CIRCUIT #l CONTROL rOWER RELAY ._ ___________ _. cc• NO.I I 12:0 VOLT SINGLE Pl IASE UNINTERUf-'lAl:lLE f'OWl:.fl SUPPLY L.t-· 120 VOLT, '.:;INtJLI::. PHASE (')LJTPUT RECEPl'ACL(S ('m: NOTE J) LOCAT'fl} IN MAIN CONT~OL PANE:l C J"'" OF NORMAL CPA A CONTROL POWER 1. CORD CAPS USED FQR CONNF.CTION fO UPS RECEPTACL[S SHALL BE SPf.ClFICATION O~ADE AS MANUf,0,CTIJRED BY BRYANT OR HUBBELL. GORDS SIIALL BE 16/3 TYF'[ S[O,·GSA TYPE Sl1:'. AS MANUfACTIJRED BY Fl Fr.TRICAI .. CONDUClORS OR APPf"IOVED EQIJAL ANIJ SHAL.L BE NEA'ILY 'fRAINEO AND IIARN[SSED, CORDS :=;HAI I F.NTF.R WIHl::WAY IN A NEAT AND WORK"'4ANllKF MANNER ANO SHALL 8[ P[f"IMAN[NTI_Y LAAFI m TO IDF.NTIFY OHICIN. WIRE TIES SIIALL Bf. A!'; MANUFACTURED BY IHOMAS AND (l[TTS OR Al"PROVE[l l:QlJAl. 2. EQUIPMENT SHAii. RF SOUDLY MOUN'l'l:.lJ IN PLAIN V1EW WITH TERMINAIS AND RECEPTACLl::'.:i READILY ACC[S::IRI F FOR MAINTENANCE AND Ml:: TERI NG PURPOSE!) '~-------------------------------------- REDUCED SCALE PRINT-ORIG. SCALE ro COMPRESSOR N0,1 COMPRESSOR N0.2 L=Cc>~••c•c0='_Jf-~~--@ PVL-9800 / ASHCRml, U'.> GAU(;I:. OR Af'PROVl::IJ l:.OUAL (TYP QF :}) FIITF.RfR~CULA10i:! \ Me:MASTF.R CARR #.!:i<1(l1K71 OR APPR<1VFI} EQllAI Pl PSl WETWE.LL Lf\/£L ffiANSMITTERS BRl'.:;lOL l:!AflCOCK SIGNATURE SERIES OR llf-'PflOVl::O EQIJAL H20, DOOR MOlJNlHJ. l)WYl:.li OR / 4 1/:;.>" PRESSURE CAUCE 0-100" T2 APPROVFn FQUAI.. CLOSE 2ND. roR MANUAL PURGE Alli I LOW INUICAfOll --------~\J:;V•s~~c':i1ri~H~'ii" :Ei::RIES RI OCK VALVE !;I OSF 1ST FOR MANUAL PlJRGF 1/4" NPT 316 S.S. AND SHALL BE SOI !Ill. Y SUPPORTED ANIJ PFRMANF.:Nll.Y LA.ll:.Ll:.U. Q ('.:it.:C NOT[ !:I) _ .. ·--·-AIJTOMATIC DRAIN VALVE 3-WAY SOLENOID VALVE !:,OV•-·-~ VENT 10 Oul'.:ilDE MCP LOCATED IN ---· [l[CTRICAL IW0M '.:ilANUIH NI IHOOl:.N '.:iUf'f-'L 'I' OPFN FQR MANIJAI P\JRi:F r~,-T"J-3 en I WFTWFI I BUBB! ER SYSTEM PNUEMATIC DIAGRAM 1. All BLEED VALVES SIIALL [l[ l.OCAT[[') IN !"LAIN :'",l~HT ANI} :=;HAIi RF READILY ACCE'.:;Sll:IL(. 2. ALL [QUIPMENT SI-IOWN IS LOCATf.D IN fl!,IRAI FR !';ONTHOI PANf'I UNl.~.ss OIHl:.fo:WIS( NOTED. 3, STANDBY N2 PIPING !:,HAI I RF RUN IN I" RGS CONl}UIT' TO f'HDTl:.CI LINI:. I-HOM AOl~ASION AND ABUSE, +. SEE CONTROL DIAGRAMS FOR Ff.f!;TRl!;Al RFQl!IHFMf'N l'.i. 5, ALL SOLENOID VAl.Vl::5 :'",HAI I Rf .rn; S.S. 1/4" NPT AS MANUHI.CTUHl:.IJ 8'1' OIJ(\KCRT . 6. PRESSURE SWITCHF::5 SHAI I AF. OF THF. :!15 S.S. BOURDON IUl:I~ i''l"f'I:. M(RCOID 01~ APPROVCD EQUAL AND SliALL BE SOLIOLY MOllNTf.[) AND PRF:(:l:5Fl.Y Al1,llJSTFr1 PRIOR m OPE.RATIONAL ll::.T'.:i. 7. AUTOMATIC DRAIN \1,0,LVE SHALL BE SPl:f[)AIR WITH .1/R" NPT INIFT. CONTRACIOR '.;HALL f'Uf{Nl:::ill 1/4" 316 S.S. PIPING TIIFIOUGH MCI" HOUSING TO OlJ~l[lf. AIR FnR l}RAINAGF: AS RE:QUIHl:.0. a. Al,\ nJB~. HIONCS SHALL 8[ 1/1" 316 '".,,'".,. AS MANUr,O,CTU~ED BY SWAGELOCK, WHf.RF: Flf'XIAIF HO!:>F: MUST BF.: USEIJ, A'.:i ON All{ l·LUW INUl(:ATOR AND Pll[::i'JUR[ GAUGE, HOSE SHALL BE 1/4" REINFQR!;Frl NAI GF.NE:. 9, AIR FLOW INDICATOR SHAii H~ MOUNlf-.lJ IN CONIHOL PAN£L DOOR DWYER OR EQUAL 10. CONffiOL PANEL SHAU. Bf N[MA 17 rnN:=;TRLJCllON. CITY CF CMWD 92-402 VISTA IMPROVCMCNTS TO HIE BUENA Vl5IA '.;i~WAC,:F PlJtJP STATION _AtJl!I,.. MORAES/PIIAM .... & ASSOCI.AT.E:.~. CON8l/LTINll ELEGTRICAL ei NECIIAJ'lll>A~ gi,!1;j~Jl;ll:~ ,23' .t.\/EMIO.t. EMCIN.O.~ ~•t. ~ 0.0."-I.Sfl.O.O OA. ~lOOf! INSTRUMENTATION I ..,~ 1•~\? _,,. ISHro _li!I °" 7l 1 F :,:7:,.,, -~ f :~: ~3 r-~j~, , A ~-----·· ·· ~ALLORY SONEl.fRT 120 AC, 1900 HZ LEGEND PLATE; "COMMON ALARM" ~ .......... ,.,~"·'"~''""'"""_., ______ ,,_, J6" ,.~, ----<,---;,!' ACl-l'l'UC 'MMPAROIJND fWOf'!ESCENT I / HX l'Uf~I::. (2) 20 WA TT COOL IM,ITE LAMPS, ... --~---------,'----~~,"'-, u·IHONIA CAT. II CA 2-30 01'.l APPROVED L ________ _ EQUAL NAMl:.f'LAfl:. (SE:£ NOTE 8) ____ SOLID STATE ANNUNCIATOR. "'--+-t----PUSHBUTT(IN MQ11Ul,f. TEST-ACKNOWI...El}ClE- IE [El IIl [[I rn:J lllJ rn rn IJlJ I]] [llJ LJ !!iii~ rn [ll] GlJ rn:i rn:J Q-- ra:J [ll] I]] [ill [fil u SILENCE-RESET. ____ LOCKAOLE DOOR 1-IANDLE, -----GFCI 2-GANG 130)( Wini SPECIFlC,6.llON GRADE RECEPTACLE AND SINGL[ POLE 120V, l::IAMf' ~LUSH TOGGLC. (POL CIRCUIT i!l.59) 1-'fWVIIJl UI\U'.;111::D !>TAINI F'.>'.> '.iTEEL COVl:.H --++----PLC A/II(} UPS POWIIR SUPPLY LOCAHCD l'IITl!IN MAIN CONTROL PANEL (MCP) ELEVATION SCALE; 1 1 /2" -1 '--0" GENERAi NOTES I SFWAGE PUMP NO .. ~ HAS BEEN SELECTED AS Tl-IE "FUTURE" PUMP [)ul rn OPERATIONAL REQUIREMENTS, ALL LEGEND Pl.ATES ON PILOT DEVICES RELATINC TO PUMP N0 . .3 !:iHALL 1::!I:. IN'.;'(ALL£D V'/ITH LEGEND DOWN, PLATCS WILL LATER I:!!::: Rl::\11::R'.:il::l} Ul-'UN INSTALLATION 01' PUMI-' NO.J. ANALO(; CONTf.:OL STATION SIIALL BE l'IIREO INTO SYSTFM l:lUI' SI-IAl.l. NOT l::!I:. ACllVF UNIIL TH~ Al.lLIIIION OF PUMP !110.J. ? Al I DOOR OPFNINC:S SHALi. AF F'lJNCl-fF{J PRIOR TO FINISH PAIN I' ON t::ABIN!::l £Xl£r~IOR. ,l Al.I INTFRNAI FQlJIPl,11:NT SHAI I. AF F'RFCISF:I Y I.Am OUT AND LOCATED BAS!:::D ON ~UNCTION SERVED. BUBBLER RFCFIVFR AND COMPRF!i!iORS SHAI I AF I {)CA Tm AT Tl·HC LOWER POH'TION 01' CA!llNl r. SOUDL Y RACK MOUNTCD RACK SHALL BE SOUDL Y CONSTRUCTED AND MIC: Wf.l.nf.D. 4, BOTTOM OF CABINET SHALL BE OPEN FOR CONDUIT ENTRY. C(lNTRACffiR SHALi. PROVIDE (2) 2• TYPE 'AB!:!' OUSIIINGS IN ALIGNMENT WITH Wlf"<ING Cl!AS[ ON ADJACENT VfD, BUSHINGS SHAl.L BF C::mNF'f l!\O'C Tl ICRMOS[TTING rl l[NOLIC, 5, DOOR LAYOUT SIIOWN IS rori CONmACTOO GUIDANCE AND IDENTIFICATION PLJRPO'.'iF:!i. CONTRACTOR SHALL LOCA'1't:'. DOOR MOUNITD D[V1C[S TO O[ST SUIT Wlf1ING AND CLEARANCE REQIJIRf.t.1F.NTS Al.I COMPONE:NTS THROUOHOUl INTCr<IOR SIIALL DC LOCATCO WHER[ R[ADIL Y ACCESSIBLE f"OR MAINTENANCE PlJRPOSfS, 6, CONmACTOR SIIALL f"URNISl·I AND INSTALL (1) 20Af.,lP, 120v SPECIFICATION C:RAf)F (:Fl RFCFPTACI.E ENCLOSED IN A 2-GANG BELLBOX: ALSO CONTAINING A 15A SINGLE roLE Sf'f.CIFICATION (,RAnF Fl LJSH TO(,Gl,.E SWITCH. 2-CANC COVCfl SIIALL [![ [!f1USll[O STAINL[SS ST[[L 00)( SHAU .. Bf' Mnt!NTFn IN Pl AIN VIEW WITHIN CABINET 7, R[rCR ,TO SPECIAL f"([vlSIONS AND CONTROL DIAGRAMS FOR ADDITIONAi. Rf.QLJIRFMFNTS. 8, CONTRACTOR SHAU. FURNISH 2")(4'' MINIMl,JM WHITF ()N RI ACK AACKGROUND ENGRAVED NAMEPLATE SOLIDLY MOUNTl:.D VIA JHJ S,5, SCREWS, "MAIN CONTROL r>ANEL" (MCP) 9, RELOCATED EXISTING 6 l"'EN RECORDER, UNIT IS 5"l(5"x"1J 1/4" DfFP. CONTRACmR SHALL REMOVE FH.COADER ffiOM E\/ISTING PUMP CONTROL PANEL AND INSTALL IN Nf.W MCP AS RFQlJIRF{J. 4 20 M.A. INPUTS SHALL BE A!:i fOLLOWS: F'llMI"' NO, 1 Sf'EED PUMP N0.2 SPEED PUMP N0.:3 SPEED r>UI.Ar> N0,4 SPEED 5 PUMP N0.5 SPCEO 6 w£ l Wl:":LL LE v£L REDUCED SCALE I I I I 41 ANNUNICATOR WINDOW SCHEDULE PILOT DEVICE AND ··-- FllJMF' NO.I SEALWl\l[R f"AILURE 2. PUMP N0.2 SEAL WA TCR f Al LURE 3. PUMP NO.J SEALWATER FAIUJRE ... PUMr> N0,4 SEAl.WAT'fR FAll,.lJRF 5, PUI.AP N0,5 SEAl.WATF.R FAILURf. 6. PUMP OUT Of SEQUENCE 7. LOSS or NORMAL CONlROL POWER s. PUMP N0.1 HIGH MOTOR TEMPERATURE 9. PUMP NO . ..! HIGH M01'0R '!(MPERATURE I(}. PUMP NO.J HIOH MOl'OO T£MPCRATURE ll, PUMP N0.4 HIOH MOTOR T£MPERATURE l:Z. PUMP NO.:! HIGH M010fl: TfMPERATUR[ 1~. LEVEL tRANSMllll:.fl N0.1 OlJT OF RANGE 14. DRYVIELL SUMP HIGI-! Ll::.Vl:.L 1!5. f>UMP N0.1 vrn FAIWRE 16. f>UMI-' N0.2 Vf."D rAIWRE 17. PUMP NO.J vm rAIWRE 18. PUMP N0.4 vrn FAIWRE 1!1. 1-'UMP NO.t> VH.1 FAILIJR[ :?O. LEVE.L '11{ANSMI I f£R NO. 1 OUT Of RANGE 21, DRYWEl.l. Fl,OQnlNG 22. SPARE WINDOW 23. BARSCREEN FAILURE 24. LOSS OF NORMAL AIR .25. BUOOLEf! CWPRESSOR NQ.l FAILURE 26. AIR GAP TANK HIGH LEVEL 21. H'l'Dr~O-PNEUMATIC TANK HIGH HIGt-1 LEVEL 28. SPAr~E WINDOW ~!:I. WETWCLL HIGI! HIGH l.f.V[t. JO. COMMINUTOR FAILURE 31. LOW NITROGEN PRESSURE J2, BUBBLER C~l'RESSOR NQ,2 FAILURE ~:,. AIR (:AP TANK I OW I ()W I FVl:l J4. HYORQ--PNf.l)liAATI(: TANK l.OW I.OW 1.1':\11::1. ~!'.I-PIC PO'M';R FAll,IJRF: J!;i, WfTWF:1 .. 1. I OW l.()W l,FVl;I J7, srARE WINDOW 38. SPARE 'MNOOW 39. SPAR[ WINDOW ,o. SPARC WINOOW -11. SPARE WINDOW 42. DUTY CPU FAILURE 4J. GENERATOR N0.1 FAILURE ~4. G£NERATOR N0.2 FAILURE 45. SPARE WINDOW 46, Sl'ARE ~NOOW 47, SEflLWATER PU~P N0,1 LOW DISCHARGE PRESSURE 48, SEALWATER TANK 1-!IGH LEVEL 49. GENERATOR N0.1 LOW BATTERY VOLTAGE 50. GENERATOR N0.2 LOW BATTERY VOLTAGE Ill. SPARE WINDOW !;'i2. SPARE" WINDOW !B. SEAi.WATER PUMP N0.2 LOW DISCHARGE PRESSURE !'.14. SFAI WATf"R TANK (.OW LOW I.F.VEL 55 GENERATOR ROOM !lVMP 56, SPARE l'IINDOW 57, 8PARf:: l'IIN[)OW 56 srARE WINDOW 51:1, Sl"'ARf l'IINOOW RO. RPARF WINDOW ,o. ' 2 J ' 5 ' ' 6 ' ,0 11 12 " " ,, " " " " '" " 22 23 " " '" " '" " lo " " JJ J; r1F\11CF: b POSITION CAM SWITCH f.:l:.ll INUlt::J\ IING LIGH I J 1-'0'.:illlON '.:il:Ll:.Cl'OI{ SWITCH ANALOG COl'ffil/JL '.:i)A flON [!LACK PIJSHOU noN 5 POSlnON CAM SWITCII fKD INDICATING LIGlll J l'OSITION S[L[CTOf"( S\l'lTCII ANALOG CONmOL STATION OLACK PUSIIOUTTON 5 PMlnON CAM ~WITCII R[D INDICATING LICHT J 1-'0'.:illlON '.;l:.Ll:.CIOR SWITCH ANALOG GONlROL :;JAllON ULA CK PUSl-!UU I' roN b PO'.;IIION CAM :-;WI !CH Rl::ll INDICATING LIGHT .5 po:,;I1tON Sf'J.f-'.G l'OR SWITCH ANALOG CONTROL STATION 8LAGK PU'.iHBU rmN =, POSlllON CAM SWITCH RED INDICA'nNG l lGHT .l PO'.ilTION SELECTOR SWITCH ANALOG CONTROi. STATION 8LAGK PU'.:il-!BUTTON PLC OPE.fl A TOR ACCESS MODUI.F ti 1-'l:.N Rl:.COHl.11:.H 2 f.JO'.:il IION '.:il:.Ll:.GIOH '.:iWllCH 2 1-'0'.:illlON '.:il:.Ll:.CIUH '.:iWll'CH 2 1-'0'.:illlON '.:iLLl:.GIUI{ '.:iWllCH 2 l-'O'.:illlON '.:iLLLGIOI{ '.:iWIICH 2 f.JO'.:il flON '.:il:.Ll:.C 101{ '.:i\YI ICH AMBD"-: INDICATING LICHT _AtJl!I,,. MORAES/PHAM & ASSOCIATES CONSULTING ILECTRICAL & KBCHANICAL 11:NCfflBBRS = A\/Dlll)A ENCINAS sn. G QAALSIJAIJ CA. ~~OOII LEGEND PLATE SCHEDULE .. ,.,. LEGEND l'LA Tf PUMP NO.I SELECT PUMP NO.I HUN PUMP NO.I H/\ND-Of"F'-1\UTO 1-'UMP NU.I PIJMI-' N0.1 !\[SET PUMP N0.2 SELECT f'IJMP N0.1 llUN PUMP N0.2 HAND-Orr -,',UTO PUMP NO.:l PUMP N0.2 f"(ESET PUMP NO.J ~ELECT 1-'tJMP NILS fllJN PUMP N0.3 HAND-OFF-AUTO PUMP NO.:! PUMP NO.:i RESET PUMP NCl.4 SH.E.C'T PUMP N0.4 RUN PUMP N0.4 HAND-·OFF·-Al/TO PUMP ND.4 PUMP N0.4 RESET PUMP NO.~ !>Fl F:CT PUMP NO.!\ RUN PUMP NO.~ HAND-OFF-AUTO PUMP NO.~ PUMP NO.!; RESET -- PUMP NO.I '.:il:.ALWArl::fl SO!.l::NOID HANtJ/fllJTO PUMP N0.2 '.:il:.ALWA11::H '.:illLlNUllJ HANll/AUIO PUMP NO.J '.:il::ALWAH:.H '.:itJLl:.NUlll HANll/11.UlO PUMP N0.4 '.:il:.ALWAII:.!~ '.:illLl:.NOltJ IIAN(J/AIJTO 1-'UMP NU.~ '.:il:.ALWJ\I1:.f.: ~llLl:.NUI() HAN(J/AIJTO PUMP our OF SElllJl:NCE GMWfJ 92~ 402 CITY o= VISTA IMPROVFMFNT:> TO THE BUENA VISTA SCWAGC PUMP STATION INSTRUMENTATION II ,., -i,-1.. I 10 11 I [IA!I~~--~-- ( t-----LEASEO t!::L!::PHONI:'. ,..., LINES MODCM :1------l TEl.-C(l f:11.(JCK (TYP, OF 2) c--~-------·· ---------------------, 1-.iOD[M ,-.. ·~-FURNISH ANO INStALL AS REQUIHl:.IJ ~- [)(IS11NG f.iONITOR I I I ..., [)(ISTING -I I EXISTlNG I I CPU -, I PRINTm ---~-------------------------- [QUIPMENT LOCATED AT ENCINA WA1'ER POLUJTION CONTROL ~ACILI fy NOTE: CONTRACTOR SHALL OISCOONl:'.CT AND REMOVE EX~TING TELEMEfR'f EtlUll'Ml::Nl' ANO 9 CIRCUIT ALARM PANEL AS REQUIRE.O. ALL wor,K ~HALL I)[ COORDINATED 'MTI-1 ENCINA WPG~. r-;:;-i ~~ivA; :>------< m ,_ __ ,_L_O_W _____ ~ t ~INDICAJ'Oll: 1'oTALIZ[R IN ELECTRICAL ROOM PROGHAMMAF.ll.,f. 1.0GIC CONTROLLER - L!- t-----<" 120VAC UPS , Rl::CEPT. ,2 " "" ,., ~ "" ""' ~~-""'"-="•"'"''----------------------------------------------------, ~1--•"""'0J.l'""OC."-"1" .. ,·-u,;·"c_ __________________________________________ _, L!-"'"""' mn,o L!- 120VAC lJPS}------, RECEPT. ff1. -' I ~ CS""' ~1---"' "''"'""'------1-i ~ 1--•>"!ll!l'""""!ll.. '.>J. " .. OJ!"""'-"---! Pl)MP NO.I ANAI..Of; (':()Nffi(ll !5TAT10N PV IN ___J, -CV OUT 120vAc urs RECErT, #2 ' PUMP N0.2 ANALOO CONTROL STAIION PV IN ___J, ---CV OUT - 120VAC UPS RECEPT, #2 PIJMP NO.J ANALOI> CON IHOL SfAllON PV IN _ ___J, - 120VAC Ul"S RECEf'T. #2 / PUMI-' NOA ANALOC:I CON!ROL S!A!ION PV 1N -----~ --CV OUT ......_ 12ovAc urs RECEPT. /1-2 '/ PUMP No.=, ANALOC CONTROL STATION PV IN ___J, ---CV OIJT ool-->lll!!Lw;IIE. ______ --11---------------+--------------~' --------------+-------------. >-;;;;-~-=S,'A"-Lo"'-"'m"'-0--------11--------------+--------------~, -------------, ~ -------~' ··'"w,~ -----·-----__________________ ,_ ______________ 7 I r-;:;-i ~,o j__,IABL/f;Illl'. ______ 1-----------~ I I ~ I I DO ~T• "T Ir=" I I -f r! __ t ___ 7 Al t---·-··---..... '·' 1---"'" '" "" ""~~" " -PIIMP N" • r"•·•·" ., -Al '"" - " Ir,_, ? IN /pll'I - !DO TRANSMIT-" =1 ~~T 120VAC lJPS.._,_ ____ _, RECEPT, l'l. . ., PUMP N0.1 ""' PUMP NC.~ "'" I I I (RJTI.IRE) I I PUMP NO.J I I VfD I I I LT ______ ...J I I I I I ,--.. -,---------------------------------...J ' I ' I I ' EXISTING 6 PEN RECORDER -RELOCATE TO MCP AS REQUIRED L[\ICL LEAD STANDBY ----OUT'!' TRANSMITTER SELECT ON rAILURE OETCCTION Wf"TWF:I I l.fVF.:!, TRANSMITTERS PARTIAL BLOCK DIAGRAM PUMP N0.4 "'" LEVEL --(SI M." F1l rih CITY PUMP N0.6 ''" CMWD 92-402 CF VISTA 1. DIAGRAM SHOWN ABOVE IS FOR ~QNTRACTDR CUIDANC'I:. AND 11)[NTIFICATION PURPOSES ONLY. COMPONEIIITS AND IE-231 DEVICES ARE SHOWIII 1111 BLOCK FORM, CQNmACl'OH SHALL PFIOVIDE ALL CONTROLS ANO APPURTENANCES REQUIRED !!!} IMPROVEMENTS TO TME BUENA VISTA SEWAGE rUMf' STATION REDUCED SCALE f"QR A COMPLETE AND ◊rERABLE SYSTEIIA, 5Ef CONTROL DIAGRAMS FOR ADOlllONAL 1/0 REOUIR[MCNTS ANO PLC INTERFACE OF [IRIVF:=; AND AlJXII.IAR'f OEV!Cl:.S. 2-Al.,I. CONDUCTORS AND GAl:!L.1:.~ SHALL DE NEAllY lRAINEO, HARIIIESSEO A!o!O IOf.NTlFlf.D AT BOTH ENDS. ANALOG CIRCUITS SHALL BE RUN IN Sl:.PA/:!ArE rROM POWER ANO CONTROLS, ,,. Al.,L MANUAL CONll.:OL S[ATIONS SHALL DE fURNISHEO COMPLETE \\IITl-1 LOOfl INTEGRITY ~.OCl(S. ~-CONmOLs FOR F\.ITlJRE PUfJP NO.J SHALL BE INSTALLED AND WIRED COMPLl::'ft AND READY roR INSTALLATION OF PUMP NO.J vro. ALL CONDlJCTQR5 AND TfRt..1tNALS SHALL BE PERMAN~Nn.Y lb£NTlr1rn. PRINT-ORIG. SCALE lo''"",l',"c'~is'al'" 31 11[11141 • (:A\ _.Mlft,,. MORAES/PIIAM & ASSOCIATES CONRlll,TINC 111:LKCTRICAL ir 11111(:ffAWl<:Al. ltW~!M!l:11~ ~:m A'<ENIDA DIOOAll ~~ 0 <;ARl,$fll,flr.A.~ INSTRUMENTATION Ill I ,,