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Home My WebLink AboutS_5211_S1 2 A 3 4 5 6 7 NEWPORT BEACH, CALIFORNIA CONTRACT No. 5-51 8 9 B t N REHABILITATION OF 14TH STREET PUMP STATION 0 ""O ., e .... 0 ...,_ uo ., z ..c: <( ...J .. a. ffi I (/) (/) ::, I in I I() C D ~ E ""! -o-oO al-t, (/) IX _w IO I I u IO I /-c I() ., I J)IO ., ..., 'iii 0 a.a:: E c::, 0 aJ u I ,,,,_ ..., I() =1 I ~ ci a, "' (.) >--' ~ -"'-1--11----~~____.'.:'.:'.=:,-----t-ADAMS AVE. ORANGE COAST lD z ~ e- C!) ~ z:::, ;if -:,: ... I-:.: z8 :::J "' I rn CITY OF COSTA MESA LL 0 VICTORIA PROJECT LOCATION 19TH "' 0 a, "' < :,: ST. COLLEGE 3: w 5 "' < L.. ST. EWPORT,==--r- BAY# }c1 ~ 0 I NEWP<1R"rf~_J EA VICINITY MAP NO SCALE !ill() CITY OF NEWPORT BEACH I •• F•-----------------------"' (/) <Cu. /LJJ ..., a:: a, X ~ ..., (/) ..c: :;'. E -~ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY . APPROVED DATE CITY OF IRVINE UNIVERSITY ~ ,:I YARD&~ RESER. ~ RD. fk \ JUNE 2004 ORANGE COUNTY SANITATION DISTRICT APPROVED R.C.E. 45782 JAMES D. HERBERG -DIRECTOR OF ENGINEERING DATE: RECOMMENDED R.C.E. 53657 MATTHEW P. SMITH -ENGINEERING MANAGER PREPARED UNDER THE SUPERVISION OF: R.C.E. 55916 DATE: UMESH MURTHY -PROJECT MANAGER DATE: THIS PLAN IS SIGNED BY THE ORANGE COUNTY SANITATION DISTRICT FOR CONCEPT AND ADHERENCE TO ORANGE COUNTY SANITATION DISTRICT STANDARDS AND REQUIREMENTS ONLY. ORANGE COUNTY SANITATION DISTRICT IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURANCY OF PLANS. ENGINEER TO FIELD VERIFY ALL EXISTING CONDITIONS BEFORE DESIGN. APPROVED PLANS DO NOT RELIEVE THE CONTRACTOR/DEVELOP FROM RESPONSIBILITY TO OBTAIN ANY OTHER PERMITS OR APPROVALS FROM THE COUNTY OF ORANGE OR OTHERS THAT ARE REQUIRED FOR THIS PROJECT. ----------- ~ NEW 14TH STREET PUMP STATION ------- ----= -- --- - -------• 11 EXISTING 14TH STREET PUMP STATION BALeo Bouu::vARo - LOCATION MAP NO SCALE RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. APPROVED: ROBERT H. PETERS -SR. CONSTRUCTION INSPECTOR DATE 10 t N l I~ STEPHEN BADUM ~m~~------~P~UB~L~IC~W~O~RK~S~D~E~PT~-----------'--------------------------------------------------------~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;:_ ____ .....,_ /r-,. l"lo sto ,'.'.?-N .., . Q<Xl a::- ~g-z (/) A RECORD DRAWING MARK DESCRIPTION DESIGNED BY: Aghanian, Harmik-04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION TITLE SHEET, LOCATION AND VICINITY MAPS PROJECT NO. 5-51 DRAWING NO. G0001 1 OF 98 -U1 I U1 0 z I 0 (.) A - B - C - D 0 "O Q) .0 0 L.. L.. -0 .... 0 Q) .c ~ lJJ VI :::, i E "O N 0 0 0 (.') I in I ,. C: Q) J) - Q) .... "iii 0 a.a,: Eo oai ~I ~LO ·3 I al It) ~ .. F <( VI /"-..., LJJ Q) a,: QI X L.. .... VI .c ~E ~c O> 1~ 1 I 2 I 3 I DRAWING LIST G0001 G0002 G0003 C1001 C1001A C1002 C5001 C5002 C5003 C7000 C7001 C7002 C7003 C8001 C8002 C8003 L1001 L1002 L5003 L5004 A0001 A1001 A1002 A2001 A2002 A3001 A5001 A5002 A5003 A5004 A5005 S0001 S1001 S1002 S1003 S1004 S1005 S3001 S3002 S3003 S5001 S5002 S5003 S5004 S5005 S5006 M0001 M1001 M1002 M1003 M1004 M3001 M3002 M3003 M3004 M3005 M5001 M5002 M5003 M5004 E0001 E1001 E1002 E1003 E1004 E1005 E1006 E3001 E3002 E5001 E5002 E6001 E6002 E6003 E6004 E8001 TITLE SHEET, LOCATION AND VICINITY MAPS DRAWING LIST, REFERENCING/NUMBERING SYSTEM AND EQUIPMENT /PIPING IDENTIFICATION GENERAL ABBREVIATIONS, SERVICE IDENTIFICATIONS, LEGEND AND SYMBOLS PLAN AND PROFILE STREET IMPROVEMENTS GRADING PLAN SHORING AND WATERPROOFING DETAILS MISCELLANEOUS DETAILS - 1 MISCELLANEOUS DETAILS -2 TRAFFIC CONTROL NOTES TRAFFIC CONTROL PLANS - 1 TRAFFIC CONTROL PLANS -2 TRAFFIC CONTROL PLANS - 3 DEMOLITION PLAN EXISTING PUMP STATION DEMOLITION - 1 EXISTING PUMP STATION DEMOLITION - 2 LANDSCAPING PLAN AND SECTION IRRIGATION PLAN LANDSCAPE IRRIGATION DETAILS LANDSCAPE PLANTING DETAILS ARCHITECTURAL ABBREVIATIONS, NOTES & DOOR SCHEDULES FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS - 1 EXTERIOR ELEVATIONS - 2 ARCHITECTURAL SECTION ARCHITECTURAL DETAILS - 1 ARCHITECTURAL DETAILS - 2 ARCHITECTURAL DETAILS - 3 ARCHITECTURAL DETAILS - 4 ARCHITECTURAL DETAILS - 5 STRUCTURAL ABBREVIATIONS AND NOTES TOP FLOOR PLAN ROOF PLANS AND SECTION CRANE AND PLATFORM PLAN BOTTOM PLAN STAIRWAY PLAN, SECTIONS, AND DETAILS STRUCTURAL SECTION - 1 STRUCTURAL SECTION - 2 STRUCTURAL SECTIONS STRUCTURAL DETAILS - 1 STRUCTURAL DETAILS - 2 STRUCTURAL DETAILS - 3 STRUCTURAL DETAIL AND SECTIONS STRUCTURAL DETAILS, PLAN AND SECTION STRUCTURAL SECTIONS VENTILATION LEGEND, ABBREVIATIONS, AND CONTROL SCHEMATICS ROOF PLAN AND ELECTRICAL ROOM AIR CONDITIONING PLAN PUMP ROOM VENTILATION PLAN AND SECTION MECHANICAL EQUIPMENT ROOM PIPING PLAN PLUMBING PLANS AND RISER DIAGRAMS PUMP ROOM VENTILATION SECTIONS MECHANICAL SECTION - 1 MECHANICAL SECTION - 2 WETWELL SECTION MECHANICAL SECTION AND DETAILS HVAC STANDARD DETAILS MECHANICAL DETAILS - 1 MECHANICAL DETAILS - 2 PLUMBING AND MISCELLANEOUS MECHANICAL DETAILS ELECTRICAL SYMBOLS AND ABBREVIATIONS ELECTRICAL SITE PLAN ELECTRICAL ROOM ELECTRICAL POWER PLAN ELECTRICAL ROOM LIGHTING PLAN LIGHTING PLANS AND FIXTURE SCHEDULE PUMP ROOM ELECTRICAL POWER PLAN ROOF ELECTRICAL POWER PLAN, AND HVAC CONTROL SCHEMATICS ELECTRICAL SECTION - 1 ELECTRICAL SECTION AND DETAIL ELECTRICAL DETAILS AND SECTION ELECTRICAL DETAILS SINGLE LINE DIAGRAM SERVICE ENTRANCE SWITCHBOARD, AND MCC ELEVATIONS CONDUIT, MCC, AND PANEL SCHEDULES CONTROLS CONDUIT AND WIRE SCHEDULE EXISTING PUMP STATION ELECTRICAL DEMOLITION PLAN 4 I 5 I 6 DRAWING LIST (CONTINUED) INSTRUMENTATION AND CONTROL SYMBOLS, AND ABBREVIATIONS - 1 INSTRUMENTATION AND CONTROL SYMBOLS, AND ABBREVIATIONS - 2 INSTRUMENTATION AND CONTROL TEMPLATES SHEET - 1 INSTRUMENTATION AND CONTROL TEMPLATES SHEET - 2 I 7 I N0001 N0002 N0003 N0004 55D-NP110 55D-NP120 55D-NP130 55D-NP140 55D-NP150 PROCESS AND INSTRUMENTATION DIAGRAM -PLC, VENTILATION, PUMP STATION AND MISCELLANEOUS EQUIPMENT PROCESS AND INSTRUMENTATION DIAGRAM -WASTEWATER PUMP NO. 1 NC110 NC120 NC130 NC140 NC150 NC200 NC210 NC220 NC230 NC240 NC260 NC300 NE110 NE111 A NE111 B NE120 NE130 PROCESS AND INSTRUMENTATION DIAGRAM -WASTEWATER PUMP NO. 2 PROCESS AND INSTRUMENTATION DIAGRAM -WASTEWATER PUMP NO. 3 PROCESS AND INSTRUMENTATION DIAGRAM -DRYWELL SUMP AND SUPPLY WATER PUMP CONTROL ELEMENTARY DIAGRAM SUMP PUMPS CONTROL ELEMENTARY DIAGRAM EXHAUST FAN, SUPPLY FAN, AND UPS BYPASS SWITCH ELEMENTARY DIAGRAMS LCP ELECTRICAL PANEL POWER ELEMENTARY DIAGRAM ELECTRICAL MODULATING VALVE CONTROL DIAGRAM PLC & REMOTE 1/0 BLOCK DIAGRAM LCP TERMINAL BLOCK TB-1 ELEMENTARY DIAGRAM - 1 LCP TERMINAL BLOCK TB-1 ELEMENTARY DIAGRAM - 2 LCP TERMINAL BLOCKS TB-2 ELEMENTARY DIAGRAM LCP TERMINAL BLOCKS TB-5, TB-6 & TB-8 ELEMENTARY DIAGRAMS LCP TERMINAL BLOCK TB-10 ELEMENTARY DIAGRAM CAMERA NETWORK DIAGRAM PLC PANEL LAYOUT (EXTERIOR) PLC PANEL LAYOUT (INTERIOR) PLC PANEL BILL OF MATERIALS LCP-A RECYCLE PANEL SUMP PUMP PANEL REFERENCE AS BUil T DRAWINGS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT R5706-S: A-4 STREET IMPROVEMENT PLAN ELEVATION PLAN BALBOA BOULEVARD 14TH TO 15TH STREET A-4A STREET IMPROVEMENT PLAN CONSTRUCTION PLAN BALBOA BOULEVARD 14TH TO 15TH STREET A-5 STREET IMPROVEMENT PLAN ELEVATION PLAN BALBOA BOULEVARD 15TH TO 16TH STREET A-5A STREET IMPROVEMENT PLAN CONSTRUCTION PLAN BALBOA BOULEVARD 14TH TO 15TH STREET A-9 STRIPING PLAN FOR BALBOA BLVD. FROM 14 TH ST. TO 16TH ST. A-11 LANDSCAPE DETAILS AND NOTES BALBOA BOULEVARD A-12 IRRIGATION PLAN BALBOA BOULEVARD 14TH TO 16TH STREET DRAWING NUMBERING SYSTEM /SHEET TYPE SHEET TYPE IDENTIFICATION DISCIPLINE CODE IDENTIFICATION 0 GENERAL A ARCHITECTURAL 1 PLANS C CIVIL M1001 2 ELEVATIONS E ELECTRICAL ---\_ SEQUENTIAL 3 SECTIONS G GENERAL 5 DETAILS L LANDSCAPING NUMBER 7 MISCELLANEOUS DRAWINGS M MECHANICAL 6 SCHEDULES AND DIAGRAMS N INSTRUMENTATION DISCIPLINE CODE 8 DEMOLITION s STRUCTURAL 9 VARIOUS EQUIPMENT IDENTIFICATION SYSTEM MAJOR ITEMS OF MECHANICAL, ELECTRICAL, AND INSTRUMENTATION EQUIPMENT ARE IDENTIFIED BY A CODED NUMBERING SYSTEM, CONSISTING OF ONE TO THREE LETTERS FOLLOWED BY A NUMBER WHICH IS UNIQUE TO THAT PARTICULAR ITEM. EQUIPMENT NUMBERS ARE DEPICTED IN THE FOLLOWING MANNER: AND CONTROL I I I RECORD DRAWING 8 I 9 I 10 DRAWING CROSS REFERENCING SYSTEM 1. WHERE THE SECTION IS CALLED OUT, SECTION CUTS ARE IDENTIFIED AS FOLLOWS: DIRECTION OF SECTION CUT L 2. WHERE THE SECTION IS SHOWN, SECTIONS ARE TITLED AS FOLLOWS: SECTION A M1001 3. WHERE THE DETAILS ARE CALLED OUT, DETAILS ARE IDENTIFIED AS FOLLOWS: 4. WHERE THE DETAILS ARE SHOWN, DETAILS ARE TITLED AS FOLLOWS: DETAIL 1 M1001 ~ SECTION LETTER A '" M3001 DRAWING WHERE SECTION IS SHOWN SECTION LETTER DRAWING WHERE SECTION IS CUT 1 M5001 DETAIL NUMBER DRAWING WHERE DRAWING WHERE DETAIL IS SHOWN DETAIL IS CALLED OUT 5. WHERE THE IMAGE IS CALLED OUT, IMAGES ARE IDENTIFIED AS FOLLOWS, IMAGE NUMBER , PR-1 ~ 1 C1002 DRAWING WHERE IMAGE IS SHOWN 6. WHERE THE IMAGE IS SHOWN, IMAGE IS IDENTIFIED AS FOLLOWS, IMAGE NUMBER PR-1 C1001 DRAWING WHERE IMAGE IS CALLED OUT 7. NOTES LISTED ELSEWHERE ON THE DRAWINGS ARE REFERENCED AS FOLLOWS: PIPING IDENTIFICATION SYSTEM ( 8"-DI-FM ;1--ENVELOPE DESIGNATES I NEW PIPING NOTE (1) NOTE (2)--~ NOTE (3) (1) LOCATION CODE(3 CHARACTERS) (2) FUNCTIONAL IDENTIFICATION (3 CHARACTERS) (3) BLOCK NUMBER (3 CHARACTERS) THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE (PROCESS FLOW) SERVICE IDENTIFICATION, SEE GENERAL ABBREVIATIONS '------PIPE MATERIAL, SEE GENERAL ABBREVIATION ~-----PIPE DIAMETER SIZE 8"-VCP-SS NO ENVELOPE DESIGNATES EXISTING PIPING !.__ __ (PROCESS FLOW)SERVICE IDENTIFICATION '------PIPE MATERIAL, SEE GENERAL ABBREVIATION ~------PIPE DIAMETER SIZE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED . I-- I-- - I") a, o---1i--------------------------------------------------------------------------------------------------------------------..... -/r-,.. I") 0 st 0 ,.N -, -o~ a,: N c.. a. /., :Z VI MARK RECORD DRAWING DESCRIPTION I D3/0 DATE APPR. DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Rableda, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I I L§lf. LEE&RO. Inc. I ,,,.-, ~AN I 1-0';,;,_ SC~~"' ORANGE COUNTY \~r 0 SANITATION DISTRICT ,I M I I REHABILITATION OF 14TH STREET PUMP STATION DRAWING LIST, REFERENCING/ NUMBERING SYSTEMS AND EQUIPMENT/ PIPING IDENTIFICATION I I PROJECT NO. 5-51 DRAWING NO. G0002 2 OF 98 A - B - C - D 0 ""Cl Q) -" e L. -0 .... 0 Q) ..c ii::: LJ.I VJ :::, ~ E ""Cl rri 0 0 0 Cl I in I ,. I::: Q) -:} Q) .... "iii 0 a.a::: Eo OID U I /~ ~I{) I ~If) I •• F 1/1 (/) <(1,_ /LJ.J .... 0::: ~x L. .... VJ ..c ::i'. E ~o st I ..-, A AB AC ADA ALUM ANSI APWA ASTM BC BD BF BLDG BR BSP BTM BV BW C CATV CB CEC CFM Cl CIRC ct. CLR CNB co CONC CONT CP CPLG CTR cu CV cw D DEG, . DEMO DET DIA(¢) DI DISCH DISTRIB DWG(S) E EA EC EF EL ELECT ELL EMB EP EQ EQUIP EST EV EW EWEF EXIST FAB FAL FCV FE FF FG FH FL FLEX FLG(S) FM FRC FRP FS FSL FT 1 I 2 I 3 GENERAL ABBREVIATIONS AMPS, AMBER, AIR G GROUND, GAS, GROUND WRE T&B ANCHOR BOLT GA GAUGE TC AIR CONDITIONER GALV GALVANIZED TEL AMERICANS WITH GE GROOVED END AND GROOVED TG DISABILITIES ACT END FITTING THK ALUMINUM GM GAS METER THRU GND GROUND TIE AMERICAN NATIONAL GP GUARD POST TP STANDARDS INSTITUTE GPM GALLONS PER MINUTE TYP AMERICAN PUBLIC WORKS GSP GALVANIZED STEEL PIPE ASSOCIATION GV GATE VALVE UL AMERICAN SOCIETY OF UTIL TESTING MATERIALS HB HOSE BIBB HORIZ HORIZONTAL V BEGINNING OF CURVE HS HAND SWITCH VAR BOARD HVAC HEATING, VENTILATION AND VB BLIND FLANGE AND AIR CONDITIONING VCP BUILDING HWL HIGH WATER LEVEL VERT BRONZE VTR BLACK STEEL PIPE ID INNER DIAMETER BOTTOM IN INCHES w BALL VALVE INV INVERT ELEVATION WC IW INDUSTRIAL WATER wco BACK OF WALK ELEVATION WM L LENGTH ws CENTIGRADE, CONDUIT, LB(S) POUND(S) W/ CLOSE LBP LANDSCAPE BASEPOINT CABLE TELEVISION LWL LOW WATER LEVEL CIRCUIT BREAKER LR LONG RADIUS CALIFORNIA ENERGY COMMISSION LS LAVATORY SINK CUBIC FEET PER MINUTE CAST IRON M MOTOR CIRCULATION MAX MAXIMUM CENTER LINE MB MASONRY BLOCK CLEARANCE MCC MOTOR CONTROL CENTER CITY OF NEWPORT BEACH MECH MECHANICAL CLEAN OUT MH MANHOLE CONCRETE MIN MINIMUM CONTINUOUS MJ MECHANICAL JOINT CONTROL PANEL MOV MOTOR OPERATED VALVE COUPLING CENTER NO., # NUMBER COPPER NFRA NATIONAL FIRE PROTECTION CHECK VALVE AGENCY CITY WATER oc ON CENTER DRAIN OCSD ORANGE COUNTY SANITATION DEGREE(S) DISTRICT DEMOLITION OD OUTER DIAMETER DETAIL OPNG OPENING DIAMETER OSA OUTISDE AIR DUCTILE IRON OSHA OCCUPATIONAL SAFETY AND DISCHARGE HEAL TH ADMINISTRATION DISTRIBUTION p PNEUMATIC CONTROL VALVE DRAWINGS PB PULL BOX PG PRESSURE GAUGE ELECTRICAL P&ID PROCESS AND INSTRUMENTATION DIAGRAM EACH PL PLATE END OF CURVE ELEVATION It PROPERTY LINE EACH FACE PLC PROGRAMMABLE LOGIC CONTROLLER ELEVATION PLCS PLACES ELECTRICAL PM PARKING METER ELBOW POC POINT OF CONNECTION EMBEDMENT POT POTENTIOMETER ELECTRIC PANEL pp POWER POLE EQUAL PPH PAY PHONE EQUIPMENT PRI PRIMARY ESTIMATE PRV PRESSURE REGULATING/ ELECTRICAL VAULT REDUCING VALVE EACH WAY PRW PROCESS WATER EACH WAY EACH FACE PV PLUG VALVE EXISTING PVC POLYVINYL CHLORIDE PVMT PAVEMENT FRESH AIR BREATHER RED REDUCER FLOW ALARM-LOW FLOW CONTROL VALVE REQD REQUIRED FLOW ELEMENT RPP REDUCED PRESSURE PRINCIPLE FINISHED FLOOR s, ss SANITARY SEWER FINISHED GRADE SC SLEEVE COUPLING FIRE HYDRANT SCE SOUTHERN CALIFORNIA EDISON FLOW LINE ELEVATION SCH SCHEDULE FLEXIBLE SD SANITARY (STORM) DRAIN FLANGE(S) SHT SHEET FLOW METER, FORCE MAIN SL STREET LIGHT FLEX RUBBER CONNECTOR sov SHUT-OFF VALVE FIBERGLASS SPCG SPACING FORGED STEEL, FLOOR SINK, SPD SUMP PUMP DISCHARGE FINISH SURFACE, FLOW SWITCH SBEC S9EJ0JfECA TION(S) FAST-OFF-SLOW FLOW SWITCH SST STAINLESS STEEL (TYPE 316) FOOT STA STATION STD STANDARD STL STEEL STRUCT STRUCTURAL sue SUCTION SW SWITCH I 4 TOP AND BOTTOM TOP OF CURB ELEVATION TELEPHONE TOP OF GRATE ELEVATION THICK THROUGH CONNECTION TELEPHONE POLE TYPICAL UNDERWRITERS LABORATORIES UTILITY VENT, VALVE VARIES VALVE BOX VITRIFIED CLAY PIPE VERTICAL VENT THROUGH ROOF WATER WATER CLOSET WALL CLEANOUT WATER METER WATER STOP WITH I 5 I 6 PIPING SYMBOLS SYMBOL SINGLE LINE II ,r ------1C]1--- ----1:I-- § r L. 1: cs DI~ SINGLE LINE t><l N t:CXI [::«:] DOUBLE LINE rn a I I • 1:1 a h @ a s a □ a ~ a ~ il DOUBLE LINE 5 lp,.ql a 5 INI a 5 1~11 a 5 IIXII a DESCRIPTION PIPELINE JOINTS FLANGED SOLVENT SOCKET WELD PVC REDUCER UNION SLEEVE COUPLING (SC) CAP BLIND FLANGE GROOVED PIPE COUPLING (GE) CHANGE PIPE MATERIAL VALVES AND GATES GATE (GV) CHECK (CV) BALL (BV) GLOBE VALVE SIDE SIDE REGULATED ~REGULATED --,-h--tld PRESSURE REGULATING VALVE ------l'-~'-J- 0 [0 r:67 ® ~ SINGLE LINE . 4 \ FH >----- ---+<l~..-1 - 5 5 5 5 II II '7 ......,. 11=11 Ix 11 ... 11 ® lk~I a a a a DOUBLE LINE 8'11 a fdll a h IIF\'11 h IIVII I ~ 5 1mffl1 a BACKFLOW PREVENTER AIR RELEASE VALVE OR AIR VACUUM AND AIR RELEASE VALVE FLOWMETER DIAPHRAM CONTROL VALVE PIPE SUPPORT PLUG VALVE (PV) PIPELINE FITTINGS ELBOW-STRAIGHT ELBOW-REDUCING TEE STRAINER DRAIN WYE STRAINER W/VALVE FIRE HYDRANT BRAIDED CONNECTOR I 7 I LEGEND AND SYMBOLS SYMBOL ---8"-VCP-SS--- ---,,8"-VCP-SS--r--4"-PVC-D ___ 2_~•=PVC-D ------TEL------ -· --E - " - " - □ ------- t·.,.·· ·-_ .... :,.·;1 W//1//ZJ DESCRIPTION EXISTING BURIED PIPELINE EXISTING EXPOSED PIPELINE ) NEW EXPOSED PIPELINE ) & ELEC CONDUIT NEW BURIED PIPELINE EXISTING TELEPHONE CONDUIT EXISTING ELECTRICAL CABLE OR CONDUIT FENCE CENTER LINE PROPERTY LINE UTILITY BOX (AS LABELED) DITCH OR SWALE FLOW LINE (ARROW INDICATES DIRECTION) CONCRETE MASONRY ASPHALT DEMOLISH OR REMOVE POINT OF CONNECTION/ DISCONNECTION FIRE HYDRANT STREET LIGHT PARKING METER EXITING WATER VAULT 8 I 9 I 10 GENERAL NOTES 1. THE DRAWINGS (PLANS) ARE ORGANIZED INTO SECTIONS AS FOLLOWS: 2. 3. 4. 5. G GENERAL C CIVIL/SITE WORK AND TRAFFIC CONTROL L LANDSCAPING (OR LOOPS) A ARCHITECTURAL S STRUCTURAL M MECHANICAL AND PLUMBING E ELECTRICAL N INSTRUMENTATION & CONTROL HOWEVER, ANY TYPE OF WORK MAY BE SHOWN ON THE DRAWINGS (PLANS) IN ANY SECTION. THEREFORE, THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS (PLANS) AND THE SPECIFICATIONS TO DETERMINE THE SCOPE OF CONSTRUCTION WORK. IN GENERAL HEAVIER LINES ARE USED TO INDICATE NEW WORK: HOWEVER, HEAVIER LINES MAY NOT BE USED, IF A PLAN, SECTION, OR DETAIL SHOWS TOTALLY NEW WORK THEREFORE, THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS (PLANS) AND THE SPECIFICATIONS TO DETERMINE THE SCOPE OF CONSTRUCTION WORK. THE UNDERGROUND UTILITIES AND STRUCTURES AND EXISTING GROUND ELEVATIONS SHOWN ON THE PLANS ARE BASED ON RECORDS SUPPLIED TO LEE & RO, INC. AND LIMITED FIELD VERIFICATION. THE CONTRACTOR IS CAUTIONED THAT THE FIELD CONDITIONS MAY VARY FROM THE INFORMATION SHOWN ON THE PLANS. IF PRECISION IS REQUIRED AS TO THE EXISTENCE AND LOCATIONS OF THE FEATURES IN ORDER TO EXECUTE THE WORK AS SHOWN ON THE PLANS, CONTRACTOR SHALL OBTAIN THE THE INFORMATION AT NO ADDITIONAL COST BY DETAILED FIELD INVESTIGATION, INSTRUMENT SURVEYING, AND POTHOLING TECHNIQUES. ADDITIONALLY, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN OR NOT ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OR ALL DAMAGES CAUSED BY THE FAILURE OF LOCATING AND PROTECTING UNDERGROUND UTILITIES AND STRUCTURES. BIDDERS ARE URGED TO VISIT THE SITE TO VERIFY EXISTING SITE AND FACILITY CONDITIONS PRIOR TO SUBMITTING BIDS. WHEN EQUIPMENT AND/OR PIPING IS REQUIRED TO BE DEMOLISHED OR REMOVED, THE CONTRACTOR SHALL REMOVE ALL ACCESSORY ITEMS, ASSOCIATED BOLTS, SUPPORTS, AND CONCRETE PADS. 6. THE PROJECT GEOTECHNICAL REPORT: REPLACEMENT OF 14TH STREET PUMP STATION ORANGE COUNTY SANITATION DISTRICT, NEWPORT BEACH, CALIFORNIA DATED JULY 2002 AS PREPARED BY DIAZ YOURMAN ASSOCIATES IS ON FILE AT THE OCSD OFFICE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND DESIGN OF THE EXCAVATION SHORING SYSTEMS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL SUBMIT SHORING SHOP DRAWINGS AND CALCULATIONS CONFORMING TO CALIFORNIA OSHA REQUIREMENTS AND THE CONTRACT DOCUMENTS, INCLUDING THESE DRAWINGS AND PROJECT SPECIFICATIONS. ALL SHORING DESIGNS AND CALCULATIONS ARE TO BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGI- NEER OR STRUCTURAL ENGINEER FOR OCSD REVIEW PRIOR TO STARTING THE WORK. 8. THE CONTRACTOR SHALL REMOVE ALL WATER ENCOUNTERED DURING TRENCHING AND SUBSTRUCTURE WORK TO KEEP EXCAVATIONS FREE OF WATER. REFER TO THE SPECIFICATIONS FOR PRETREATMENT, DISPOSAL OF GROUNDWATER AND LENGTH OF DE-WA TERI NG PERIODS. 9. THE CONTRACTOR SHALL PROVIDE A 4A BOB: C FIRE EXTINGUISHER IN A WEATHERPROOF CABINET. CABINET SHALL BE MANUFACTURED BY DOCK BOXES UNLIMITED MODEL 1756-AL, SAFEQUIP MODEL 7044, OR EQUAL. FIELD LOCATE CABINET AND FIRE EXTINGUISHER PER FIRE DEPARTMENT INSPECTOR. 10. CONTRACTOR SHALL PROVIDE 15"x15" NFPA PLACARD, TWO "NO SMOKING" SIGNS AND AN "EMERGENCY NOTIFICATION PROCEDURES" SIGN WITH CONTACT TELEPHONE NUMBERS PER THE FIRE DEPARTMENT INSPECTOR. LOCATION OF THE PLACARD AND SIGNS SHALL BE PER THE ENGINEER. 11. ALL MANHOLE CHANNELS SHALL BE NOT LESS THAN THE INLET DIAMETER. CHANNELS SHALL BE FORMED SMOOTH AND ROUND TO ALLOW A CLEANING TOOL TO BE PULLED THOUGH THE ENTIRE MANHOLE . RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 1-- 1-- 1-- 1-- 1-- ...,0 °'' __jL---------------------...... -...... -...... --------------....,--/-c::::-===~===-::::~,---,--------------------,---~;,~--------------------r-------:~:-:-:~~:":'':':''.:':~:':-------"iProrer'NQ-----,-- / , _ DESIGNED BY: Aghonian, Harmik -04/28/04 ~ESS/Q4,~ v ~, "" /--,~-,),."'""'"'~ REHABILITATION OF PROJECT NO. §..~ DRAWN BY: Robledo, Hector -04/28/04 /L~ c,,~Evf-~""'< ~ 14TH STREET PUMP STATION 5-51 ..., • 'tif/+· 0 i ~R ~1~~ ORANGE COUNTY DRAWING NO. ~ ~ CHECKED BY: Calderon, Sal -04128104 i; No. 25010 ~ i,e~~~--~";"'-......../~/ \ ~if GENERAL ABBREVIATIONS, ~& I. LINE IS 2 INCHES. I ~ Exp.~ : LEE&RO. Inc. \o~ ~~0 SANITATION DISTRICT SERVICE IDENTIFICATIONS, G0003 .. It:,. RECORD DRAWING D3/0'. AT FULL SIZE ~~ Cry\\.~ ~,.._, s OLS ~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) ~CAI.I~ ~, _ LEGEND AND YMB Cl Cl I I I I I I I 3 OF 98 I -0 3 > 6 I -I() I I() -0 A B ~c ....J Cl. I (/) I in I I() ~ ~ ct: ~ (/) I <..) I -I() I I() 5 I!:! (/) I <..) I o-""O I() OJ I .0 I() 0 .... .... 0 .... u- OJ 0 ..c ....J F .. ~ ct: I ~ <..) ~I in I I() D ~ E "C? 5-oO -I-(.) (/) IX _w I() I I r.., I() I /-:= I() .2: I J.,I() OJ .... "iii 0 Cl.ct: Eo 0 ID ~.!-.... I() := I iil I() I •• F VJ (/) 5-l!:i .... ct: OJ X :!'! .... (/) 1 2 lO --...--.E"'<mlS_.------y------,---- GRADE X IQ ~-~-.m 10" DIA DI FM -------------z 5 -~~;::;:::~-~~-0 s~ •z ffi 'O 0 _--5,1.-1;,>--c--li m~O•s ~--+----- (/) o ~ IIl >1-c 'lo ~ 1"11-2 10 -;": > 8J I f-z U1 z> f- 0 U -5 --f-;-lt-------~1.·t----t----- <( z tri 16 IU Q_ 2 r-----10 --,-1---------1-r-,---+----- o_ . 0 I r----+ IQ -15 ---t----------1-«E--+---- I I f-(f) -20 ----------~--~----10+00 11+00 FORCE MAIN PROFILE SCALE: HORIZ 1 "=40' VERT 1 "=4' GENERAL NOTES: 1. ALL MANHOLES SHALL BE INSTALLED PER OCSD STANDARD DWG S-050. 2. FRAME AND COVER FOR NEW FORCE MAIN JUNCTION BOX AND ALL MANHOLES SHALL BE PER OCSD STANDARD DWG S-054 . 3. ALL LATERALS SHALL HAVE GAS FLAPS PER OCSD STANDARD DWG S-056 . 4. SEWER LATERAL CONNECTIONS AT MANHOLE NO. 2 AND MANHOLE NO. 3 SHALL BE PER OCSD STANDARD DWG S-051. 5. 4"-DI-V SHALL BE SLOPED 1% MIN TOWARDS NEW FORCE MAIN JUNCTION BOX. PROTECT ALL EXIST UTILITIES DURING INSTALLATION. 6. WATER METERS SHALL BE PURCHASED FROM CITY OF NEWPORT BEACH WATER DEPARTMENT. 7. ALL VCP PIPES PENETRATING A STRUCTURE SHALL BE INSTALLED SUCH THAT A JOINT IS INSTALLED 2 FEET FROM THE WALL PENETRATION. 8. PIPE BEDDING SHALL BE PER CITY OF NEWPORT BEACH DRAWING STD-106-L. TRENCH RESURFACING SHALL BE PER CITY OF NEWPORT BEACH DRAWINGS STD-105-L-A, STD-105-L-B, AND STD-105-L-C. 9. INTERSECTIONS ARE PAVED WITH PCC . CONTRACTOR SHALL REPAIR ALL INTERSECTIONS AND STREETS TO EXISTING CONDITION. 10 3 4 5 6 7 8 9 24" DIA 21'' DIA VCP SS DRr p INLET CB /-EXIST GRADE w -----,r--r-f-''r/----,,,--------+--------~---l-----------+----------'::..._+--------,rr----+----------+----------+------10=1+.:~f-l=oftr~;:;----,r,-+il---- z <..3 z 4'. o O Ou 10 -.j-o~o ~ .... a--+------------<>-----------+---~~ ~~""z,__ __ ,_,_--,.,...,__ _______ ___, > IIlOIIlO 5 -m U1 rn PUMP "i:p ~1 STATION • WET WELL '.,j-CONCRETE ENCAI : EM ENT / 0 U1 J ~ <( ~ _J C) =+-w <t:n_<t:u coZ V 0 --r-----+---------'----HA-·1------'------+--------1·-!---+---------+----------+----------!-t----t,rt--+----------j I"") ~ m + m <( I--5 U1 J =+u.0075 INV -6.34__) ~ I!) ..,: -10 I"") ~ 1.Y ~ C'-1 _J ~~ 7 -: I!) 0 0 I!) 0 I z ~ I z > :r: <( > :r: I-z ::2: U1 z ::2: -- 10+00 11+00 ' W ---+-----1--1-1 ....L.------~-----1"""1 ---7 , I s +0.0030 - I"") I"") gn ' • ~LD ~1 <(> 1-z (11_ 12+00 sl +o.0030 13+00 SEWER PROFILE SCALE: HORIZ 1 "=40' VERT 1 "=4' 14+00 15+00 16+00 17+00 18+00 18"-VCP-SS (EXIST) 19+00 ___ _J_ __ _ lL __ _ ___ _JJ l~I ___ _ ------ 16" CIP ALLEY 8 ------, .. --~ Pl-,-- \ NEW 14TH STREET-~ E] PUMP STATION ?<PLAYGROUND PUMP STATION -==-d WET WELL ti \ I □ ~ r.;; STA 9+91.37 ~ PUMP STATION 1~.ii=il 1:_ In I 1 16" CIP MH NO. 4 ti w ~ I-V) I .,,----- -- D'RY WELL 11-. -----If I S A 10+00 I Ill II ~ I ABANDONED ~11 SID DROP : ~ I (/) TELEMETRY -.j- l~LET CB ..... ~H -~~~~----+,--~=-='-----=~ O L ----------, ':' CABLE ~ I ~s~-□o~~~~-~---;,~;-:-2M--~----~-=-J = ---____ ir~~~~ .. ~-~!~--. =-'r---" [~~~~~--:: ------------~---€&(s~~:T - ----L ----= -§---_..-_,~~"_I<-~~~~~~~~~= ~-=::cc_ -,: - -r.:'i ::;:::;l;-·-;1:::-~:';::;i~:;::;-P;-;::I ~:;:~-~A~N-~DO=N~E=D~ ----------18 ,.I.,___ -------15" ABANDONED SS - --------------- - ----,1-\-1.--11-1 / --------------- STA 1 o+ 70.77 EXIST 4 -vcP-ss Tr---JI i I l 1 6' T V-ExIsT 8"-vcP-ss ,' : STA 18+o4 .9o± CONNECT TO 11 +00 : i I 12+00 1 + G.. E 14+00 • 15 00 16+00 17+00 , : CONNECT TO ··--··~~f ~-B~-·--·--··--·· _· ----h::··I ... BALBOA BLVD ... __ 1..:..-== -~ _..:_E _J_ ~ _:.~· --·-~· 1 -..=-E-==--:-=-=--:-.,==-1.2'~-:--+=---:-E-=-=-=--:---=-=--:--=.=--:----:,::-·-==~-+1-~1--. --~~IST MH ____ •• , , • • --•• • • ---~'<~'FE!:.-=-?.:> 0 ',<T-El:.--4 .,_~ (;-~TEI:.--.\. STREE~ CENTE~ LINE ,, •• --, , t-,EL:--,, •• --•• , --, , •• M H .. NQ.3 ,, \-. -TEL ---,1., •• --•••• -\. ~STING FAIR LIGHTj~E~- 2 \ ', ~---'-~~~~ , I \ , I STA 14+ 71.96\ \ 14TH STREET , CONDUIT C5002 ·,, \, : : \ I \ \ \ PUMP STATION IRRIG COND & G-----------J 8• 0 _________ '~-----------------~~---------------___ _ __________ ------------ik-----18" SD----b+----------------------------------18 • SD---------------------@--------------------------lfil------· ----------------CONTROLLER 1 0. FLOW DIVERSIONS SHALL BE I PER I SPECIFICATIONS SECTION 029199, I TEMPORARY HANDLING OF SJWAGE FLOW. 11. MH NO. 3 SHALL BE ~ONST ; UCTED SUCH THAT 8" SEWER LATERAL IS PROTECTED IN PLACE DURING INSTALLATION OF MH NO. 3. 12. PLAN MANHOLE STATIONING IS AT THE CENTER OF 36" COVER. CATCH-BAs~l -.......---7 '-+--{ 21 "-VCP-ss 1--f BAND O~E~ [ I Wl~ES---- 1 15TH STREET AS-BUILT MANHOLE COORDINATES MH # STATION NORTHING EASTING RIM EL. MH #1 10+44.51 2168640.42 6052773.91 7.00 MH #2 11 +80.33 2168614.31 6052907.19 6.84 MH #3 14+71.96 2168560.41 6053193.80 7.01 MH JIA 17+87.90 2168499.07 6053503.72 6.92 EXIST MH 18+04.90 2168482.07 6053503.32 7.02 PLAN SCALE: HORIZ 1 "=40' FM MH 10+70.77 2168629.69 6052757.22 6.73 (COORDINATES TO CENTER OF MANHOLES) RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) 4 OF 98 .. w (!) I-;= < Cl Cl A B C MARK 1 2 ---------- \PLAYGROUND \ / -I ' I \ I [ \ I ' -- GENERAL NOTES: 1. PIPE BEDDING SHALL BE PER CITY OF NEWPORT BEACH DRAWING STD-1 06-L. TRENCH RESURFACING SHALL BE PER CITY OF NEWPORT BEACH DRAWINGS STD-105-L-~ STD-105-L-B, AND STD-105-L-C, EXCEPT WHERE PAVING MATERIAL IS PCC. 2. INTERSECTIONS ARE PAVED WITH PCC. CONTRACTOR SHALL REPAIR ALL INTERSECTIONS AND STREETS TO EXISTING CONDITION. 3. CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS, STRIPPING, AND CURB PAINTS 3 4 ___ _J_ __ _ -J-': --NEW 14T STREET • PUMP ST1TION I • '° I st (\J +, • c:, -_1 '° . . MH NO. 1 5. REPLACE ALL SIGNES REMOVED OR DAMAGED DURING CONSTRUCTION. SIGNS SHALL BE INSTALLED WITH NEW UNISTRUT POLES AND BASES AND SHALL BE SATISFACTORY TO THE CITY OF NEWPORT BEACH INSPECTOR. TO MATCH EXISTING CONDITION. SEE DWG C9004 FOR AS-BUILT DRAWING. 4. REPLACE ALL TRAFFIC LOOPS DAMAGED DURING CONSTRUCTION. TRAFFIC LOOPS SHALL BE PER THE APPROVAL OF THE CITY'S ENGINEER. 5 6 ___ _J) lL __ _ ALLEY MH NO. 2 ~ w et:: tn PLAN SCALE: HORIZ 1 "=40' CONSTRUCTION NOTES: ~(D 88888 ® COLDMILL 2 INCH AC AND OVERLAY WITH 2 INCH AC. REMOVE EXISTING CONCRETE PAVEMENT (PANELS) AS NEEDED TO THE NEAREST CORE JOINT. REPAVE WITH 8" PCC OVER 4" AB. JOINT LOCATIONS SHALL MATCH EXISTING JOINT LOCATIONS. REMOVE CONCRETE GUTTER. REPLACE CONCRETE GUTTER AFTER PIPE AND UTILITIES HAVE BEEN INSTALLED. MATCH EXISTING ELEVATIONS. 7 MH NO. 3 8 9 10 ___ _Jj l~I ___ _ ------- MH NO. 4 EXIST MH 8 - RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. STREET IMPROVEMENTS C1001A 4A OF 98 0 z < a. ~ I -I() I I() >- A B ~ c ::) Vl I (.) I '° I I() 0 ~ Vl I (.) I '° I I() D § t-::) I (.) I 0~ ""O I() a, I ..c I() e .... 0 .... -uo ., z -'=< .. ii ffi I V)V) ::J I '° I I() ~ E ""O c-J o~ 00 ~t-uVl IX ~w I() I I u I() I / -= I() .2: I J-1() ., .... "iii 0 a.a:: Ee::, 0 aJ ~.!. .... I() =1 iil I() I •• F rn Vl <u. /IJJ .... a:: a, X ~ .... Vl 1 2 3 4 5 X __ ,_,.___ ___ ____,,__, -+O-:'.:....1-_-_-_----"-"-===--:..\-...,."-:;O;:;:~~~----'-"--X I SEE NOTE 4------ SEE NOTE 7----- WATER METER---- SCE SUB STATION 1 "-CU-IW 1 2 CHAIN LINK FENCE ~---1---1--------, W / SWING GATE AND c 5 oo 3 c 5 oo3 REMOVABLE SECTION 9. FG 9.50 g.4)( 16"-CI-CW ~=v=1~~~.L..._-----------------,---- BARRIER :_.s<Y II SEE NOTE, Ii o ~~ ~t---~-~!~~ NO~i~!: ELECTRICAL HH SEE DWG E1001 2 BALBOA PALMS APARTMENT COMPLEX r----.,_1--..,.,------- ~I I I I I I I I I I I I I I I I I I I I I I s.5 )( I TO IRRIGATION-!-+-/ PIPING ~,, )4 ',\ ! i I 2168696.00N \ 1 1 / 6052765.91 E \ : : I SEE NOTE 4--v. \ ,-4-_;,..I _..;..I --h TC 7.80 MATCH EXIST r-7 I I L _J LLI r e:: 7 1 g I L <ll _J r-7 I I L 2168691.67N 6052788.93E INV EL 5.64 FG EL 7.10 ~----l 24" -VCP-SS SEE DWG C1001 g_4 )( ---------------------------------------------SEE NOTES 1 AND 2 - BALBOA BOULEVARD 1 Q"-DI-FM TYP OF 2 SEE DWG C1001 7.2. 7.2. - - - - - - - - - - - - - - - - - - - - - - ----¥--- - - - - - - - - - ----_-_---~-- -'I---- - - - - -~-MH NO. 1 21 "-VCP-SS SEE DWG C1001 2 T 7 i ~{--'""---1---1-(-f,'1!-,,,,-• .,...e.:""'~,,,,~1N=v=EL=2=.8=5~T(=~4 ·~· JD~I ~v~)!_----:=;-~----~ T 7 I I MIDIAtL..CURR F 6.B)( I STREET q_ ·-··-··-··-··-··-··--··-·· ·-··-. -··-··-··-··-··-··-"-'' ' ' ' ' ' 6 6" TEE W/PLUG AND 1/2" TAP 6" TEE 6"-PVC-SD 6" RETURN BEND 7 8 9 10 GENERAL NOTES: 1. SAWCUT JOINTS AND MATCH NEW CONSTRUCTION TO EXISTING PAVEMENT, SIDEWALKS, AND GUTTERS WHERE NO NEW ELEVATIONS ARE GIVEN. 2. EXISTING STREETS, SIDEWALKS, AND GUTTERS SHALL BE REPLACED TO SAME ELEVATIONS, UNLESS OTHERWISE STATED. 3. CURB DRAIN SHALL BE PER APWA STANDARD PLAN 150-2, CASE TI INLET. 4. ALL OPEN AREAS SHALL BE PAVED WITH 4" AC/6"AB. SEE SPECIFICATION SECTION 02550. 5. ALL GUTTERS, DRAINS AND CHANNELS SHALL BE SLOPED 1 % MIN. 6. ALL PVC PIPE SHALL BE SCHEDULE 40. 7. TAP 2" CU LINE TO EXIST 16" Cl CITY WATER LINE. WATER METER SHALL BE PURCHASED FROM CITY OF NEWPORT BEACH WATER DEPARTMENT. INSTALL TAP TO WATER MAIN, TUBING W/ APPURTENANCES, AND METER BOX PER CITY OF NEWPORT BEACH DWG STD-503-L AND STD-505-L. 8. CONC STAIRS SHALL HAVE 3 RISERS @ 6" AND 2 TRAVERSE @10" 9. INSTALL TRANSFORMER BARRIER PER SCE STANDARD. SEE SPECIFICATION APPENDICIES. 10. PIPE BEDDING SHALL BE PER CITY OF NEWPORT BEACH DRAWING STD-106-L. TRENCH RESURFACING SHALL BE PER CITY OF NEWPORT BEACH DRAWINGS STD-105-L-A, STD-105-L-B, AND STD-105-L-C. BASIS OF DATUM: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN 0CS HORIZONTAL CONTROL STATION GPS NO. 6183 AND STATION GPS NO. 6273 BEING N74° 28' 55"W PER RECORD ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BASIS OF ELEVATIONS: OCS BENCHMARK K-782 ELEVATION 10.266 NAVD88 OCS 1995 ADJUSTMENT YEAR LEVELED: 1989 12" VALVE BOX AND COVER PER OCSD STANDARD DWG S-073 ~-2" COPPER-CW 1)f' BALL VALVE ½" BALL VALVE ~1r··------~ ----~~~;;J" - JJ -------6" PLUG AND THREADED ADAPTER 11--------1 /2" COPPER TRAP PRIMER LINE ~----6" 90' BEND DRAINAGE BASIN WITH P-TRAP 6"-PVC-SD TO WETWELL ~---+------, TO PUMP STATION , TO DRAINAGE '-------, BASING w I P-TRAP ½" TRAP PRIMER 1" COPPER-IW ISOLATION VALVE BOX WITH H-20 RATED COVER 1 DETAIL 1 DETAIL 2 SCALE: 3/ 4"= 1 '-0" SCALE: 1 "= 1 '-0" RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. GRADING PLAN C1002 5 OF 98 0 "O ., .Cl e .. 0 .... 0 ., .c 6: w en ::J A B C D ~ E "O ~ 0 0 It) u I '° I ,_ ·5 3-., .... "iii 0 a.a:: Eo 0 ID ~.!-.... It) =1 iil It) I •• F v, en 5-l!:i .... a:: a,X :!'! .... en 1 SOLDIER PILE SOIL-CEMENT SECANT WALL DETAIL SCALE: NTS CEMENT BASED--~ WATERPROOF COATING (¼"MIN) SOIL-CEMENT----<.-'c4-. SECANT WALL 2 • a 3 SOLDIER PILE (TYP) 1 ,----,------, TYP 4 SOIL-CEMENT SECANT WALL CONTRACTOR DESIGN (TYP) 5 3 ct: 0 1-u <( ct: 1-z 0 u >-(I] z C) (/) w 0 TOP PLAN • • • CEMENT BASED WATERPROOFING COATING (1/4" MIN) 2 LAYER WATER MEMBRANE W/ REINFORCING FABRIC • • • • 4 SCALE: NTS ·4 •. •. ·• • • ·4 • • .• • 4 4. • ·• .• • • • 4 REINFORCED PUMP STATION WALL. SEE STRUCTURAL DWGS CJ I 0 SOIL CEMENT-~ SECANT WALL DRAINAGE BOARD W/ PEEL & STICK EINFORCING FABRIC WATERPROOFING MEMBRANE WATERPROOFING ON WALLS ABOVE 101-011 REINFORCING FABRIC CEMENT BASED-~ WATERPROOF COATING SOIL CEMENT---+-• SECANT WALL WATERPROOFING MEMBRANE BLOCKING DETAIL SCALE: NTS 6 2 REINFORCING BARS (SEE STRUCT DWGS) ~~~~~--REINFORCING FABRIC ----- 4 ~-TREMIE SLAB WATERPROOFING MEMBRANE DRAINAGE BOARD WATERPROOFING ON WALLS BELOW 101-0 11 WATERPROOFING ON TREMIE SLAB DETAIL 4 DETAIL 5 SCALE: NTS SCALE: NTS 6 ~ V -- • ., • • ct: .. . 0 ... .. ~ ' I-... :4 .. • '.' ', u ' • .. • <( L{) ·, ct: • .. • .. •. ,,. .. . I-• w . .. ,, z I-•' • 0 0 • • • u z ' ..... , ' " " .... >-.: .. " ' w •, . ·. (I] •.""· w (/) ,. • z ' . ' ~-. C) "· ' -• • (/) • : w .. • . '. 0 '. : •. • .. . • " . . , REINFORCING BAR ·• TREMIE SLAB-- DETAIL SCALE: NTS -2 - 4 - 7 - 5 - - r------- SECTION SCALE: NTS ED SEALANT ALL AROUND 6 2 LAYER WATERPROOF MEMBRANE W/ REINFORCING FABRIC .....____ ORAi N AGE BOARD - 8 -- • .. ' • • •· .. . .. ... .. ~ ' • 1',d,, '. ', • .. • '· ·, • . ' ' .•. • • "" • ·:.a • ' .. 4 " . ' • ,· • • ' ' ·•.·. " .... .: .. " ' . ·. •,""· ' . " • ' . • ~ .. -. .•, ' ' • . : .. ' • . " ,. : •. • .. . • ,. . . """"" ~ 9 10 NOT ES: 1 2. 3. 4 . 5. 6. s B A C s s s s p M HORING DESIGN DIMENSIONS SHOWN ARE ASED ON STANDARD CONSTRUCTION METHODS ND PRELIMINARY CALCULATIONS. IT IS THE ONTRACTORS RESPONSIBILITY TO DESIGN THE HORING SYSTEM AND SUBMIT TO THE ENGINEER. EE SPECIFICATIONS SECTION 02215, PUMP TATION SHORING. OIL-CEMENT SECANT WALL SHALL BE PATCHED RIOR TO APPLICATION OF WATERPROOFING A TERI AL. C T EMENT BASED WATERPROOFING APPLICATION 0 PROVIDE A SMOOTH SURFACE FOR THE w ATERPROOFING MEMBRANE. SEE SPECIFICATIONS s C B 0 C ECTION 07120, FLUID-APPLIED WATERPROOFING. UT AND REMOVE SOIL CEMENT SECANT WALL 6' ELLOW FINISHED GRADE AFTER CONSTRUCTION F NEW PUMPING STATION. REMOVAL OF SOIL EMENT SECANT WALL SHALL NOT DAMAGE w ATERPROOFING MEMBRANE. BACKFILL TO GRADE p ER SPECIFICATION SECTION 02200, EARTHWORK . T REMIE SLAB THICKNESS SHALL BE 22 FEET M INIMUM. CONTRACTOR SHALL DETERMINE EXACT D EPTH . C ORE DRILL SUMP FOR INSTALLATION OF TEMPORARY SUMP PUMP AS NECESSARY. CORE DRILL/ SUMP (NOTE 6) CEMENT BASED-~ WATERPROOF COATING PLAN DETAIL SCALE: NTS 3 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 6 OF 98 0 ""CJ ., ..c e .. 0 -u ., .c c2 w VJ ::::, A B C D ~ E ""CJ c-l 0-00 IOZ (.) < I -' -c.. IO I I VJ IO I / -=IO .::: I ;;,io ., -'iii 0 a.a:: E Cl O!Il u I ,,,,._ -io =1 iiJ IO I •• F "'VJ < .._ /W -a:: a, X ~ -VJ .c :;'. E -~ I~ 1 $ 1 / 4" HOSE RACK ------1 STRAHMAN HR-100 ST STL, OR EQUAL 8" 7" 3/4" LK HOSE BIBB ---++-------ia~ -r--- 2 3 4 NOTES: 1. EXTERIOR PANEL PAINT COLOR TO MATCH BUILDING PAINT COLOR. 2. PANELS SHALL BE HOFFMAN MODEL CONCEPT MODEL OR EQUAL. 3. PANELS SHALL BE NEMA 4X RATED. MASONRY WALL IX) I N ~ . . ;.,. -. . 6" LOCKABLE CAST I' ~ 316 SST CABINET . . WITH LOCKABLE b DOO~ 0 ~ SECTION SCALE: 1 "=1'-0" 11.5" 'S/" I 10 " .. u 6" A RECESSED HOSE BIBB ASSEMBLY DETAIL 1 SCALE: 1 "=1 '-0" A 1001 ~-316 SST BACK FLOW ENCLOSURE. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE SEE SPECIFICATIONS SECTION 05500. 2"-BR-IW 2"-BR-CW 2" BALL (PER CITY) VALVE (TYP) BR 6" 8" cu (MIN) ,~ ~~ I '\ / I . / , ANCHOR ROD-~ I I PER MANUFACTURER I E--= g TOG EL 9.0± NOTES: 1. CITY WATER DESIGNATED AS INDUSTRIAL WATER DOWNSTREAM OF BACKFLOW PREVENTION DEVICE. 2. CONCRETE SLAB SHALL BE 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY ENCLOSURE. REDUCED PRESSURE BACKFLOW PREVENTER DETAIL 3 NO SCALE C1002 \ 5 CHANNEL LIP-~ PIPE SLEEVE-- PER OCSD STD DWG S-101 (TYP OF 4) 21"-VCP-SS (EXISTI ~)-~ _ ~--'..--- NOTES: 6 - -- I B 1. SEE OCSD STD DETAIL S-054 FOR MANHOLE COVER DETAIL. 7 ,,-----FLEX COUPLINGS (TYP OF 4) 10"-DI-FM (TYP OF 2) 4"-DI-V PLUG EXISTING LINE WITH GROUT PER SPECIFICATIONS ---11 '--+---FILL WITH GROUT AFTER PLUGGING 5'-0"¢ PRECAST MANHOLE 2. SEE OCSD STD DETAIL S-065 FOR PIPE PENETRATION DETAIL. 3. SEE OCSD STD DETAIL S-050 FOR PVC LINED PRECAST MANHOLE DETAIL. PVC LINING SHALL BE INSTALLED ON ALL INTERIOR SURFACES. 8 9 6' -0"¢ 3' -0"¢ 4"-DI-V 5' -0"¢ INV EL 2.85 INV EL 1.59 """'-;rtimi!Jiiiimlilhi...._ 10"-DI-FM (TYP OF 2) MANHOLE SHELF SECTION 10 ~-36"¢ MANHOLE COVER B EXISTING GRADE EL=7.50± _,,--PRECAST MANHOLE _,,---21''-VCP-SS (EXISTING) INV EL 0.30 SCALE: 1/2"=1'-0" FORCE MAIN JUNCTION BOX DETAIL SCALE: 1 /2"=1'-0" RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I'") Ol o--1---------------------------------------------------------------------------------------------------------------4--/r--l'".lo sto ,'.'.?-N .., -O<Xl a::- ~g- ZVJ .. w (!) I-;= < CICI A RECORD DRAWING MARK DESCRIPTION DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calerdon, Sal -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION MISCELLANEOUS DETAILS - 1 PROJECT NO. 5-51 DRAWING NO. C5002 7 OF 98 0 ""CJ " ..0 e ... 0 .... u " .c a,: w en ::::) 01 ~ ""CJ r--i 0 0 I{) u I '° I ,. ·;;: ~ .... "iii 0 C.o:: Eo 0 ID u1 /~ .... I{) =1 cil I{) A B C D E I "'F "'en <( .._ /W .... 0:: o, X ~ .... en .c ;'. E ~c -st- I ~ ' <O I I{) 1 LINE POSTS @ 10'-0" OC MAX-- CONCRETE POST FOOTING 2 I I I I I I . : I t:. . :I I,.· :. I I • -.·I I • I I I I I I I I I I I 2" MESH CHAIN LINK FABRIC 1" TYP u--+-~ ... : . ...... 16"¢ MIN FOR GATE I I AND CORNER POST 12"¢ MIN FOR LINE POST-~•-+--------1-,- 3" NOTES: 3 ; ,-_ 0 Q_ _I ~ OJ ..._, 1. SEE SPECIFICATION SECTION 02830, CHAIN LINK FENCE AND GATE(S) FENCE REQUIREMENTS. 2. ANY DIMENSIONS NOT INDICATED SHALL BE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 600-1. TYPICAL CHAIN LINK FENCE POST DETAIL 1 SCALE: 3"=1'-0" C1002 L MASONRY WALL TRAP PRIMER VALVE, PPP MODEL P-1, OR EQUAL 1 /2" BRASS BALL-~ VALVE (TYP) 1 /2" COPPER 4 END P TRAP PRIMER ~ LINE TO STORM -~~-~~~-~--=!£<_~~-----------+-t OST t-1 It-I I ~· ~ill U;.,.., 1-1 /4" ________ i~;J~~:~------------------~T • TRAP PRIMER CABINET DETAIL 3 SCALE: 3"=1'-0" A1001 5 6 7 8 9 10 6' -o" 8' -o"± 16' -o" REMOVABLE SECTION SINGLE LEAF GATE "" "" "" = = --f:= (" " > " " " '}( X " " > 'VY' ~ " " ~ X > ",. = y > ~ X X X X X "' X ~ X - "' . • "' "' )< "' ,"' )¼ X • ~ > )) "' )< x' "' X E 4 CLA~ REMOVABLE X > X X X >,!' "' LOCK (TYP OF 4) ., )' LATCH ' ~ > X ~ ,"' > ',I -BRACE X ' ND POST X X -x,!'v ' X PIPE STIFFENER " ; " X '" >s.. "' 0 y • 8' ,0, X MAX SPACING TENSION Ru ~ I GALV FABRIC "' x)lx.,; AND TIGHTENE CX) (TYP) > " ')C'\c: , " '">< ,I> X X ~>v .,?~> .,,_ ~ X • X > > ) ' > " > ' > ~Yx"' = > X -X ' X ) " " " " rG " .. .. -X y \ y X X y > > I>;,~ X := X X X X X X X > > > , '-A A/' > ~ A,_.)(,.._)(, X X )<. X .A -' ,. ROUND SURFACE t-1 I 1--i 1--i 11~1 l--"111'-II I II II K I I r-1 I ,-, I ,-, I I I 1----f.J • • I I I -11. -~ I I •11--111-11\ I I 11-·" I• I I I I ill~ I I ' ,,, .111:_ I I I I ID-I I □=ill I I -PIPE GATE FRAME I I n~ . • I I. ~ . ,I I. in=iU .I I•. -.1 I:. • I 1·: • I 1·: t;::;:; : • I I • CENTER CATCH • I 1--i " I 1:"· I 1:"· ·"".1 I SET IN CONC I 1 ..... I I ·• I I ·"' ..,_ I I GATE FABRIC SAME I I • I I I I I I AS FENCE FABRIC I I I I I I I I I I I I I I I I I I I I I I I I I I LJ LJ LJ L_J . . . • • . . . • • . . . •• ... A• NOTES: 1. SEE SPECIFICATION SECTION 02830, CHAIN LINK FENCE AND GATE(S) FENCE REQUIREMENTS. 2. ANY DIMENSIONS NOT INDICATED SHALL BE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 600-1. ~-316 SST CABINET W/ LOCKABLE DOOR REMOVABLE CHAIN LINK FENCE AND SWING GATE DETAIL 2 SCALE: 3"=1'-0" C1002 ~FENCE POST ~-CLAMP, ID TO MATCH POST SIZE ~--316 SST BOLT MASTER LOCK- NOTES: 1. CLAMP SHALL BE SAME MATERIAL AS FENCE POST. REMOVABLE CLAMP LOCK DETAIL 4 NOT TO SCALE RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I') Ol 0--1~--------------------------------------------------------------------------------------------------------------------..... -,,, r-- ..., 0 st-o _?-N -, . 0 00 0:: ~ Q. C. ,,,., :z en .. w (!) 1-3: <( 00 RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY: Aghonian, Hormik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION MISCELLANEOUS DETAILS - 2 PROJECT NO. 5-51 DRAWING NO. C5003 8 OF 98 A - B - C - D 0 "O " .0 0 .. .. -0 .... u " .c iii w en :::i ~ E "O c:i 0 0 r---u I ~ I() I ~ ·;; J- " .... ·;;; 0 a.a::: Eo Q(D ~.!. .... I() =1 1B I() I .. F oo en <Ci.. /W .... 0::: ~x .. .... en .c ~E ~,g 1 I 2 TRAFFIC CONTROL GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, 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 AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 2. ALL DELINEATORS SHALL BE EQUIPPED WITH REFLECTIVE BAND AT NIGHT TIME. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH AT LEAST FIVE WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOUR. 4. ALL SIGNS, DELINEATORS, BARRICADES, ETC. AND THEIR INSTALLATION SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATION (LATEST EDITION) AND CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROL, FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (LATEST EDITION), AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH, LATEST EDITION). 5. THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKE ANY NECESSARY CHANGES AS FlELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE ENGINEER. 6. FOR DELINEATIONS TO INDICATE THE NEW REQUIRED VEHICLE PATH, USE PRESSURE SENSITIVE TRAFFIC MARKING TAPE AND/OR TYPICAL STRIPING PAINT AND/OR RAISED PAVEMENT MARKERS TO SUPPLEMENT THE CHANNELIZING DEVICES, DELINEATORS, REFLECTORIZED SIGNS, AND BARRICADES. TAPE MARKINGS SHALL CLEARLY REPRESENT LANE MARKING. 7. ALL TRAFFIC CONTROL DEVICES, STRIPES, MARKINGS, LEGENDS AND RAISED PAVEMENT MARKERS SHALL CONFORM TO CAL TRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS, AND STANDARD SPECIFICATIONS (LATEST EDITION). 8. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 9. ALL CONFLICTING STRIPES, PAVEMENT MARKINGS AND LEGENDS SHALL BE COMPLETELY REMOVED BY ABRASIVE BLAST CLEANING OR OTHER METHODS APPROVED BY THE ENGINEER PRIOR TO ANY CHANGES IN THE TRAFFIC PATTERN. 10. FIVE FOOT CLEARANCE SHALL BE MAINTAINED BETWEEN OPEN EXCAVATION AND ADJACENT MOVING TRAFFIC LANE. OPEN TRENCH WITH LESS THAN FIVE FEET OF CLEARANCE SHALL BE PROTECTED BY K-RAIL BARRIERS/TEMPORARY CRASH CUSHIONS PER CAL TRANS STANDARDS. 11. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY ENGINEER. 12. CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES FIVE WORKING DAYS PRIOR TO CONSTRUCTION. 13. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS DURING DAY TIME CLOSURE. 14. PLACE ADDITIONAL "LANE CLOSED" (C30) SIGNS ON TYPE II BARRICADES AT 150 FOOT INTERVALS THROUGH OUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" (C27) SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY. 15. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING COMPLETION OF EACH CONSTRUCTION STAGE AND THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR UPON COMPLETION OF PROJECT . I 3 I 4 I 16. THE CONTRACTOR SHALL REPLACE/REPAIR ALL DAMAGED STRIPING WITH TEMPORARY STRIPING OR RAISED PAVEMENT MARKERS AT END OF EACH WORKING DAY. 17. CONTRACTOR SHALL BE AWARE OF AMERICAN DISABILITY ACT REQUIREMENTS AS RELATED TO PEDESTRIAN ACCESS AND MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. 18. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS. 19. CONTRACTOR SHALL POST "SYMBOL" UNEVEN LANES, "STEEL PLATES AHEAD" OF "BUMP" SIGNS OR PAVEMENT SURFACE DISRUPTIONS OF 1/2,INCH OR GREATER. PAVEMENT DISRUPTIONS OF 1 IN OR GREATER SHALL HAVE BEVELED EDGE OF FOUR (4) HORIZONTAL TO ONE (1) VERTICAL. 20. CONTRACTOR SHALL INSTALL "CAUTION STEEL 5 PLATES AHEAD" AND/OR "ROUGH ROAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. 21. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. 22. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT TIME HOURS. 23. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC. PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 24. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY AND THE ENGINEER FOR REVIEW AND APPROVAL A MINIMUM OF 10 WORKING DAYS PRIOR TO START OF WORK. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 25. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. 26. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 27. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 28. EXISTING TRAFFIC SIGNAL CONTROL SHALL BE MAINTAINED AT ALL TIMES. PLACE TRAFFIC SIGNALS ON RECALL DURING CONSTRUCTION, 4 HOURS FOR CHANGE OVER WILL BE ALLOWED . 29. THE CONTRACTOR SHALL PROVIDE TWO MESSAGE BOARDS TO BE LOCATED AT EACH END OF THE PROJECT OR AS APPROVED BY TRANSPORTATION MANAGEMENT TO WARN PEOPLE OF THE CONSTRUCTION AND ROAD CLOSURES. 30. EXISTING ROAD STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. 31. EXISTING ROAD STRIPING SHALL NOT BE REMOVED BY GRINDING OR WATERBLASTING UNLESS OTHERWISE INDICATED. ALL LOCATIONS WHERE EXISTING STRIPING IS TO BE REMOVED, AN ASP HAUL T SLURRY SHALL BE APPLIED. 32. ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL HAVE AN ORANGE SIGN FACE. 33. ALL OPEN EXCAVATIONS ON PUBLIC STREETS SHALL BE BACKFILLED OR STEEL PLATED (ANTI-SKID PLATES) FOR TRAFFIC TO THE SATISFACTION OF THE CONSTRUCTION INSPECTOR OUTSIDE THE WORKING HOURS. AS A MINIMUM, THE STEEL PLATES SHALL BE WELDED TOGETHER AND ASPHALT FILLETS SHALL BE PROVIDED AROUND THE PLATES TO PROVIDE A SMOOTH AND SAFE TRANSITION FROM THE ROAD SURFACE TO THE STEEL PLATE SURFACE. STEEL PLATES SHALL BE ADEQUATELY BRACED AND AND CAPABLE OF SUPPORTING VEHICULAR TRAFFIC. I 6 I 7 TRAFFIC CONTROL ADDITIONAL NOTES THE CONTRACTOR SHALL MAINTAIN THE FOLLOWING TRAFFIC LANE REQUIREMENTS: A. ALL CONSTRUCTION WORK REQUIRING TRAFFIC INTERRUPTION WILL NOT BE ALLOWED DURING SUMMER TIME (STARTING THE SECOND WEEK OF JUNE AND ENDING THE THIRD WEEK OF SEPTEMBER) AND DURING THE I ANNUAL BOAT PARADE, HELD EACH DECEMBER FOR ONE WEEK. CITY OF NEWPORT BEACH TO PROVIDE EXACT DATES. B. PROHIBIT LEFT TURNS WHEN IN CONFLICT WITH CONSTRUCTION AND WHEN LEFT TURN VISIBILITY IS RESTRICTED BY CONSTRUCTION. C. ALL WORK REQUIRING TRAFFIC CONTROL SHALL BE DONE BETWEEN THE HOURS OF 8: 00 AM AND 4: 30 PM MONDAY THROUGH FRIDAY. D. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES EXCEPT WHEN CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAY /SIDE. ALL OPEN EXCAVATIONS ON PUBLIC STREETS SHALL BE BACKFILLED OR STEEL-PLATED (ANTI-SKID PLATES) AND/OR FENCED/BARRICADED TO THE SATISFACTION OF THE CITY ENGINEER OUTSIDE WORKING HOURS. E. FLAGGERS SHALL BE USED WITH THE APPROVAL OF THE ENGINEER. 8 I 9 SIGNAGE LEGEND C1 C2 C9A C17 C18 DETOUR AHEAD ROAD CLOSED FLAGGER SYMBOL ROAD WORK (SPEED LIMIT) ROAD CONSTRUCTION AHEAD ROAD CLOSED AHEAD I C19 C20(L/R) C24 LEFT /RIGHT LANE CLOSED AHEAD SHOULDER WORK AHEAD C27 C30 C36 W1 (L/R) W14-1A W17 OPEN TRENCH LANE CLOSED PREPARE TO STOP REVERSE CURVE SIGN (LEFT /RIGHT) NOT A THROUGH STREET STOP AHEAD R1 STOP R7(L/R) KEEP LEFT /RIGHT R10 ONE WAY R1 OA(L/R) ONE WAY R11 DO NOT ENTER R16 NO RIGHT TURN R17 NO LEFT TURN R18 RIGHT LANE MUST TURN RIGHT R18-2 LEFT LANE MUST TURN LEFT R34 NO U-TURN R34-2 NO LEFT/U-TURN R41 RIGHT TURN ONLY R96 NO PEDESTRIAN SYMBOL SIGN R96B(L/R) USE CROSSWALK (LEFT/RIGHT) LEGEND f EXISTING SIGN ► NEW SIGN AND POST l TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD o CRASH CUSHION @ SIGNALIZED INTERSECTION DIRECTION OF TRAVEL 10 © COVER EXISTING CONFLICTING SIGN DURING CONSTRUCTION ® POST NO STOPPING SIGNS @ FLAG TREE(HIGH LEVEL WARNING DEVICE) ® FLAGGERS ~ EXISTING ARROW r/c y/c g/c EXISTING STRIPING TO REMAIN EXISTING STRIPING TO BE REMOVED PROPOSED STRIPING EXISTING RED CURB EXISTING YELLOW CURB EXISTING GREEN CURB RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ....._ ....._ ....._ - IN ,.., a, !2~r--,------------------r-r-r-~D:ES:l:GN:E:D~B:Y~-B:o:n:do:cr.~A:ris:t:ot:le~0~4~/~28~/~0:4'T-"":~~-~E~~~,~-T"------------------,r-,~--:~~~~ .. A:N=1~,A-~:,-------------------,-------R;::-;:E~H7A~B~IL~l~T~A~T~IO~N";""::O~F=-------"jpp~ROO.J~EC"CTrnNoo..------,-- ,.N DRAWN BY: Robledo, Hector-04/28/04 ~~GU/~~'i; ,.7~ ~ 14TH STREET PUMP STATION 5-51 ~ ~ CHECKED BY: Aghanian, Harmik -04/28/04 !J{fNo. 0636?4'2; 211 #~ ! " -1 \~l ORANGE COUNTY DRAWING NO. ;;'Jt ,._ RECORD DR,\WING )3/Q; I• ":~,~~l~c;;rs • I ~;:-~l ~---LEE&RO. Inc. ~1----------"t,C,r-0 SANITATION DISTRICT TRAFFIC CONTROL NOTES C7000 ~ ~ MARK DESCRIPTION DATE APPR. (IF NOT 2" SCALE ACCORDINGLY) Q:' CAI.\~ °"' -9 OF 98 ClCl I I I I I I I I .... 0 ~ 0 ~ U) I () I ~ I() I I() .... u~ ., 0 _,:_J .. ~ ffi I U)() ::, I in I I() A B C ~ E ""Cl ~ o~ oo r---1-() Ul IX ~w I() I I u I() I /~ •51() --I J-1() ., .... "iii 0 a.a:: Ee::, 0 aJ ~.!. .... I() ":i I aJ I() I •• F rn Ul <Cu. /IJJ .... a:: a, X ~ .... U) 1 7 ' T J L J_ r C 2 CONSTRUCTION ZONE BALBOA BLVD .,..------' 7 ' / ' T , r T l ; I \ I \ \ J ' J L J_ J L --J_ J L J_ J L 3 "" "<{ I T J_ J L I I I I I 200' TAPER CJ _J _J <( 4 ALLEY ! 20' 200' ,2 10' 12· 4-1A I I 7 5 LJ w 0::: 1-(/) :r: I- LO ~ I ® E I ----------------------------------- 22' 8 _ ~r-;.C;-:;-1-;;-8~► -----------t----------,-,,-----~~~~------J- 0::: STOP R1 1- g C y C (/) :r: 1- <D 20' -0" MIN SPACING (TYP) CJ _J _J <( BALBOA BLVD BETWEEN 16TH ST & 15TH ST PHASE r/c g/c 22·-- 12' 6 200· CJ _J _J <( r~-\~~~~~7~•~~------~----_ ~--' ~ _L J L T , ' T ~ 13' ---.l J L ~.l = cc ~ C, C, ~ 7 ' T J L .l "" = G> -------------- 22· --- CJ _J _J <( 7 ~ ~ ~ ~ ~ ~ ~ ~ ~ SCALE: HORIZ 1"=40' l _______________ c........:_.:...c-_------'-___..c_----'~'---'---'-----'-------------------,if,14_1A r C -/ I I I \ ' ,_ ► STOP Ri C18 LJ w 0::: 1-(/) :r: 1-<D ' ' \ J J ALLEY I I I I I I I 20'-0" MIN SPACING (TYP) o 0 CONSTRUCTION >-~ w ZONE _J _J <( C30[ 13' ' 7 ' T ; ' T 7 ' T 7 C T T + L J L J_ J L J_ J L J_ J L ,2 ,2 10' 12· C1 ~ g/c r/c • • I • , -, J LJ w 0::: ui :r: I- LO ~ )! 100' r C CJ _J _J <( 200' TAPER ALLEY 200' 200' ◄C20(R) ◄ 22' \__ ~.'.I.~------------•-------22' ------------ - ----.¾:: - - - - - - - - - - - - - - - - - - - 12· --R18 12· ---- 7 r T 1r -f-7r T 7 r T 71 T 7r T 7 ~~-----=~==================~,,:c= _ ~ r /c ..__ JL ~_1._ JL (./} =c :;,:s ~ ~ ~ 13' ---J L J L J L J L --------------------------------------------13' --- 22· OCEAN FRONT ALLEY THIS PHASE OF WORK SHALL BE COMPLETED BETWEEN MONDAY & FRIDAY. NO WEEKEND WORK IS ALLOWED. i:i _J _J <( BALBOA BLVD 22· 22' --- g C y C r/c g/c C18 BETWEEN 16TH ST AND 15TH ST PHASE II-A SCALE: HORIZ 1 "=40' >-w _J _J <( --- ~ / ~/ ~ ~ / ~/ ~ ~ / ~ / ~ / ~ / ~ ~ ~ / / ~ OCEAN FRONT ALLEY INSTALL FENCE AROUND OPEN EXCAVATION DURING NON-WORKING HOURS. 8 9 CLOSE SIDEWALK DURING WORKING HOURS WHEN WORK TAKES PLACE IN SIDEWALK. SIDEWALK TO BE RESTORED DURING NON- WORKING HOURS. RECORD DRAWING 10 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. TRAFFIC CONTROL PLANS - 1 C7001 10 OF 98 ~ 0 ~ Ul I () I '° I I() A B C 1 --c30[1 ----· C30[. T ; _j_ C18 2 I I I I I I I I I CONSTRUCTION ~ ZONE __ :::j <{ 3 C1 ~ 10' --12· --------------j 20' -0" MIN SPACING (TYP) ~ _J _J <{ --22· g C y C ):( R96B(R) r/c g/c 7 f---- LLI w 0::: 1-(/J :r: I-L[) ~ 4 50' r C 12' MIN----_______ .....,. ____ .. 22' -- ~ 17 ! t --------, 0 -----,0 ~ -----jc1 a ----... BALBOA BLVD BETWEEN 16TH ST AND 15TH ST PHASE 11-B ! ----------------71ii14-1A I I I I I I ~ _J _J <{ ALLEY ® ® g/c 0 0 ~ C18 g/c r/c 10~ - - - - - - - - - - -------=-- 12' - - - - - - - - - - -------=-- 13' r 1 r T 1r T ,r + .$' ' " J ! SCALE: HORIZ 1 "=40' t;j w 0::: I-(/] :r: I-L[J ~ ---- >- t w ~ _J --_J <{ -- R96B(R) >=< r C 12' MIN R34-24-, • I ® I .Jl ~...L JL .L (.J') = ~ --13• ~ ~ ~ L _,_ 5 200' TAPER ~ _J _J <{ Ill ~ _J _J <{ J L 18-2 ® • BALBOA BLVD J L --,2· -- - - - - - - - ---------, ----------------22· C18 ► g C y C 150' -----+-----+---------<-< r/c >-w _J _J <{ g/c b ---,0 ~ ---+ C18 --22' 96B(L) 20'-0" MIN SPACING (TYP) >-w _J _J <{ X z 0 ~/ ~ / ~ / ~ / / ~/ ~ ~/ ~ ~ / ~ / ~ ~ ~ / ~ BALBOA BLVD BETWEEN PHASE 200' C20(L)4 ALLEY 6 200' C184 0 0 r C R1 r/c R10A(L}I -' L --13' ------ --22· r C CONSTRUCTION ZONE 15TH ST & 11-D SCALE: HORIZ 1 "=40' MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) 7 8 9 10 """<-0 C18 '""'y -i;-:c.._--2...._ _______________ +-'Wf .. 1.4-1A 1-w w I I I I I I I I I ~ _J _J <{ ALLEY 0::: ~ ........ ® <{ 0... I-~ g/c . -0 LfJ r /c ~ (/] :r: I-L[) ~ 200' TAPER 12' MIN -- ~ _J _J <{ 200' ~----.. _____ 22' ----- 1 R1-7-----------. - - - - - - - - -----=--- --------~-·--12' 7 r T 7 r 8,4 T ®-~-r• T 7 r T Ill _L JL ...L . L ~...L JL .L u, = >< 5 0 z :;E p C"'J 13' --L - - - - - - - - - - - -------1 ------------------- t;j w 0::: t:i :r: ~ C18 Ill fR10A(R) 12' MIN 13•-- ~ _J _J <{ 22· I, g/c y/c / CONSTRUCTION _/® ---i,--,,.~~,.i,_ ZONE r c \, i R17,' H--'<---, ----;---1 g7c \ , \ I --+----, \ / 20'-0" MIN~--fs--o\, ,' I SPACING (TYP) \ / 22' / 14' 0::: MIN w 0... ........ <{ 0... I->-I- b -I[) - ® b 0 ~ OCEAN FRONT ALLEY ~ --C18 BALBOA ~ C18► 5 "' 20' -0" MIN- SPACING (TYP) BLVD I AT u, 0 ~ = 0 0 0 ~ >-w _J _J <{ I 15TH PHASE 11-C SCALE: HORIZ 1 "=40' ~ / ~ / ~ / ~ / / / ST f----------------------- SJOP RI 0 0 ~ ~ 22' C18 r C 14TH ST RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. TRAFFIC CONTROL PLANS -2 C7002 11 OF 98 ~ 0 ~ I/) I (.) I LO I ti') A B C >-D ~ Ct: :::> I/) I (.) ol -0 ~ "ti') .0 Ji 0 I.. I.. 0 .... u~ "0 ..c _J .. F Ct: :::> WI I/) (.) :::> I LO I ti') ~ E -0 r<i o~ oo I'-1-(.) I/) IX ~w tO I I u tO I /~ := ti') .2: I J.,t0 " .... "iii 0 O.et: Eo 0 ID ~.!-.... ti') := I iil ti') I •• F VJ I/) 5-l!:i .... Ct: OJ X :!'! .... I/) 1 \ ~\ r T 7 r T L _l_ C L _l_ CONSTRUCTION ZONE 22' ---- 12· 7 r T 7 r C a L _l_ C L 2 3 ALLEY C1 I-f R10A(R) ~ w w 0::: I-(/) :r: I- 0 'SI- 0 ~ ~ r C R1 ® r/c R10A(L)i dOJS 12' MIN 12' MIN J + 13° -------- '-.. / '-.. / ~ '-.. / ~ '-.. / ~ / ~ ~-1A 7 -1 g/c ! J r/c r/c ! g/c -------- / / / / I-w w 0::: I-(/) :r: I-L{) ~ ~ t '1 -- 22· r C 150' ~ ~ ~ -~ SRJP R1 b 0 ~ 22' C18 r C BALBOA BLVD AT 14TH PHASE 11-E -------- SCALE: HORIZ 1 "=40' CONSTRUCTION >-w _J _J <( ZONE R11 ~ I r C , r T 71 T 7r T _l_ .JL ...L .JL ~..L .JL ~ ; ~ ------------- "' "' ~ '"" 5 = 0 z ,., 0 = ~ tC18 ~oo· MIN . I I• >-w _J _J <( r C ST J L J_ J L J_ 20'-0" MIN SPACING (TYP) 200' TAPER 4 J L J_ 200' C20(R) r T 71 T 71 T 7 r C ...J L ..L ...JL .L .JL ...L .JL J L J_ ALLEY 200' r C 12' ---- - - - - --~~-1_3' ~ ---22' 20' -0" MIN S~N }J¥P) ~/ ~ ~ / ~/ ~ ~ / ~ / ~ / ~ / ~ / ~ / ~ BALBOA BLVD BETWEEN 15TH ST & 14TH ST PHASE 11-F SCALE: HORIZ 1 "=40' 5 Ci _J _J <( T 7 r T qj 6 7 22· ---- BALBOA BLVD 12· 7 r T ,r T 7r T r C ~ ..L ...J L ..L ....le--..J...e----1 ...J L ..L ...J L .J L 6 13' ~ ----------------•---- ~ 0 ~-----------------------------=--- e'l ALLEY b 0 20'-0" MIN SPACING (TYP) r C r C -.,_ = 0 22' =---- B ----22' 0 ~ C18 C20 L R10A(L C18 ~ 10 r C OCEAN FRONT ALLEY ) LJ w 0::: I-(/) :r: ~ dOJS 8 qj - SRJp 9 10 fR10A(R) 200' TAPER 200· 200· I • ~ • 1 • C;L; l. ~ t~~t) r C ® C18~ 12' MIN r/c + J_ a L J_ J L J_ J L J_ J L J_ 13' --------------------- ~ R1 b 0 C18 22' r C INSTALL FENCE AROUND OPEN EXCAVATION DURING NON-WORKING HOURS. BALBOA BLVD AT 14TH ST PHASE Ill SCALE: HORIZ 1 "=40' RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. TRAFFIC CONTROL PLANS -3 C7003 12 OF 98 >- > er ::::, Vl I (.) I LO I LO A B C D 5 z -' ~ I (.) o.!. "O LO " I ..c LO e '-0 .... u~ "0 ..c: -' F .. ::::, f5 I VJ(.) ::::, I LO I LO ~ E "O ~ o~ oo IX) 1-u V> IX ~w LO I I u LO I /~ = LO .2: I .J.,LO " .... "iii 0 a.a:: Eo 0 ID ~.!. +' LO =1 lfi LO I •• F v, Vl :>b .... er Gl X ~ .... Vl 1 2 ~ ----------- PLAYGROUND 3 16" CIP .. -_...,,,...._~ ...... □ I -- d I I I 4 5 ALLEY t:i w 0::: I-lll J: I-ll) ~ I 0 -----,_..___J___ -r ---------------=c===;.--.,--,rc-r--=======:¼.==FcoiJcc=========~==';===='W"-sfi"=====fi~-:::::----------------------1a so------0 --------------------------------. ---1-------------- EXIST 21 "-VCP-SS I i ,,,.----...... I BALBOA BLVD ··--··--·· I I I I I I 0 Vl ' IX) --~--(~=~' ~~-·==-~~~--~~-~~-E~-ii""~~--~~~~-~-~~~i-~~~~~ --• • • • --• • • • --··,<-,,-,,-·TEI:.--···· \<:~E,1:.--·; • --• ·r~ TEI:.--\ • --• ·!--. 1 ' \ • • ~ ;,;-\ I \ \ • • \ ~ I -I T E -'· 6 --'I I I I I I Vl Vl in I 7 ~------- 8 16" CIP CATCH BASIN ¢---------15" ABANDONED SS ---------------- I EXIST 12"-CI-FM I 9 ~------ ---'---1-SEE ENLARGED PLAN ABOVE - -----------------------1! .--1-~ -----.. =--:--:: .. --•• --• • ---------- \ \ .,.__,, _..........._ TEL:~-• • • • --• • • • --· • • --• • • • --···•--TEI:.· \ .... --' ... -----4---.... --. . . . . \ " TEI:.-I I I I I 1 I \ \ \ \ \ \ \ \ ---\ \ \ ,1 \ \ 10 ',, ', : '. 1 n j ___ ---1.::±=====--1U:8L" _;;S!Oc======i========l~========i=:====f"==== ---18 SD----<> --------------t=-=--=19:l====-"i;='-t=-=-=--=-=--=-==-=--=-=--=-11.Q.8"___i1_SD!.t:-:.::--=;:=--=-:.::--=:-:=-:.::--=:-:=-:.::--:=-:.::-:1.:<>:t::-=:-:=-:.::--:=-:.::--=:-:=-:.::--=:-:.::-:.::--:=-:.::--=:-:=-:.::--:=-:.:1£t====--:.:-:.::--=-==-=--=-=-=-=•~ -------------------------------------------------------~---_--_-_--_-_-----------------+--.-✓--........_.__ ____,,_ _ 7 DEMOLISH BELOW GRADE PUMP STATION WALL -- THAT IS OUTSIDE THE CENTER MEDIAN REPLACE ALL DAMAGED LANDSCAPING AND IRRIGATION TO EXISTING CONDITION AFTER CONSTRUCTION AND DEMOLITION DEMOLISH PUMP STATION STAIRWAY. INSTALL NEW LANDSCAPING WITH SHRUBBERY SIMILAR TO SURROUNDING AREA. 30'-7"± P L A N SCALE: HORIZ 1 "= 1 O' 13'-6"± ·1 CATCH BASIN DEMO 4' PER CND/OCSD +l +l ::: ::: -.t-~ I I "l I.() _____,__ PROTECT EXISTING PALM TREES IN PLACE. SEE GENERAL NOTE 2. P L A N SCALE: HORIZ 1 "=40' GENERAL NOTES: 1. NO DEMOLITION WORK SHALL BEGIN UNTIL NEW PUMP STATION IS OPERATIONAL AND TESTED AS INDICATED IN THE SPECIFICATIONS. 2. ALL EXISTING PAVEMENT, CURBS AND MEDIANS DISTURBED DURING DEMOLITION SHALL BE REPLACED TO EXISTING CONDITIONS. CONSTRUCTION NOTES: (D PLUG EXISTING 21-INCH GRAVITY SEWER AT NEW FORCE MAIN JUNCTION BOX. SEE DWG C1001 FOR NEW WORK IN THIS AREA. (J) PROTECT EXISTING ELECTRICAL, STORM DRAIN, AND TELEPHONE UTILITIES IN PLACE. Q) PROTECT EXISTING DISCHARGE MANHOLE IN PLACE. PLUG EXISTING 12-INCH FORCE MAIN INLET AND 21-INCH GRAVITY OUTLET AFTER CONNECTION TO NEW 21-INCH GRAVITY SEWER. SEE DWG C1001 FOR NEW WORK IN THIS AREA. @ EXISTING 14TH STREET PUMP STATION. FOR DEMOLITION IN THIS AREA, SEE DWG C8002. DEMOLITION LEGEND: /.,44,:/., PIPE SHALL BE REMOVED 00000 PIPE SHALL BE FILLED WITH SLURRY AND ABANDONED IN PLACE . RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 13 OF 98 0 "CJ ., .0 e I.. 0 ~ u ., ..c 62 w en ::::i A B C D ~ E "CJ c-J 0 0 DO u I '° I .'.9- '5 1 ~ .iii 0 a.a:: Eo 0 ID Uj / -~ If) =1 iil If) I .. F ., en <( u... /W ~ a:: ., X ~ ~ en ..c ~E -o co I ~ 1 N ABANDON I REMOVE /Z"C.I. 1ce Qacl .11."C.i.Rts<i.,0 w,t~ 11" 61a.k f/<l~9e ad ettd. R,feY to be V/!,r/t(Jll-Fla"qe tcbe at s,ami?. level as top of s/um>n\roof. 2 3 ~-REMOVE EXISTING 12-INCH C.I. WYE, 12-INCH C.I. PIPE, AND FITTINGS. PLUG EXISTING 12-INCH C.I. FORCE MAIN AND ABANDON IN PLACE. SEE DWG C8001 FOR CONTINUATION. 8. · , 1r -o .--·.--, .. -·•····•····· ' . L ~ or Cenfral Aven_u_e __ _ ----To Newporf --~ 10 I /. For Ornamenfa/ t,,/efa/ Sf.11i-w;;y Rai/in9 5ee De -I,,/ Sheet. _ _ PLAN OF MOTOR ROOM FLOOR AND SCALE: 1 /2"= 1 '-0" 4 5 REMOVE ALL ELECTRICAL EQUIPMENT. SEE ELECTRICAL DEMOLITION DWGS. 6 7 N -REMOVE BLOWER AND SCRAP REMOVE ALL MECHANICAL EQUIPMENT COLLECTING CHAMBER DEMOLISH AND REMOVE WALL AFTER VOID SPACE HAS BEEN FILLED WITH SLURRY. ;' ,' / ,'.I I ,' .I 1,', PLAN REFERENCE AS BUILT OF PUMP ROOM 8 () l'r) 0 9 10 NOTES: 1. MOTORS AND PLC SHALL BE SALVAGED AND RETURNED TO DISTRICT PLANT N0.2. ALL OTHER MATERIAL SHALL BE SCRAPPED. 2. VOID SPACE SHALL BE FILLED WITH SLURRY. 3. ALL ELEVATIONS ARE BASED ON MEAN DATUM LEVEL + 1 02.00. 4. EQUIPMENT SHOWN WITH DASHED LINES DO NOT EXIST. 'W1 5. LOt;:1~.l}ONS OF STRUCTURAL WALLS, STAIRWAY AN[i); EQUIPMENT ARE BASED ON AS BUILT RECi'.'J~DS. CONTRACTOR SHALL VERIFY ALL EXl~~G CONDITIONS BEFORE START OF WQ~~ 'I, II'" " -' ', IJ )c:\ ,, FLO ~ R AND COLLECTING CHAMBER SCALE:& 1 /2"= 1 '-0" -i:: ~ V) RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. r<J en o--1...,.-----------------------------------------------------------------------------------------------------------------------------------1--/ r-- r<J 0 st 0 ,.N -, . 0 DO a:: -~g- :z en MARK RECORD DRAWING CONFORM PER ADDENDUM N0.1 EXIST PUMP STATION DEMOLITION CLARIFICATION 7 04 DESCRIPTION DATE APPR. DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION EXISTING PUMP STATION DEMOLITION -1 PROJECT NO. 5-51 DRAWING NO. C8002 14 OF 98 0 ""CJ ., ..c e .. 0 ..., u ., .c c2 w VJ ::::, A B C D ~ E ""CJ I') 0 0 DJ (.) I '° I ,, '5 1 ..., .iii 0 a.a:: E c::, O!Il u I ,,,,_ ..., If) =1 iil If) I •• F "'VJ <u. /W ..., a:: a, X ~ ..., VJ .c :;'. E -c ..... \~ 1 .-T--- -- J/'ls/.,,//f);ylt,n 2 REMOVE RETURN N0.2 PUMP MOTORS AND TO DISTRICT PLANT Bend Cf? alfe:rd«fe be . . . . . ••• •• j),. ' • .......,,........_,.1~- •. . . . . . · ..•. ,,. ' . ' "" -4_' -'-cL ~'--' -. fi • . I .. · • · • " 3 5"¢ ,, 8 ln;r.s, IZ c fo c. "' -6 " --... /Zn I ~.o h__,.--,c.... , " _..,. ,, ...,, .., --2-9 J /0 . z-o L---~-..I n ..f ,I_ ,, ~\---f ,i. lj&I' 4 II" ,:.,ars 12 c ta c ---z hsrs /8 "c.fa c. 4 12·; ,__ _ ___,__ .. ----I_ • • 16 ,, I 1 "1 A"¢,, G_c::.fo~., 2.1-/a G" .foe.. ~-----___,4-Gc.k,c. REMOVE AND SCRAP ALL PIPES---~ • Principal Re1n/4rc1n9 lee/,;-, l:!olfo= S/.;,6. SECTION A REMOVE PUMPS, SHAFTS, AND VALVES. RETURN TO DISTRICT PLANT N0.2 SCALE: 1/2"=1 '-o" C8002 5 W;;/I to exle:nd Z" info fop s/al:,. s"¢ ,; --8 IZ c.fcc. ...,_~,. ,,-IZ 'C.J. Ptp" -ltl 'long 6 7 ,A~~itL~ 8 I Cl'i!v,s over sla_1rwsx __ • o;,:,t!!mt1g St!!e ,:1.,f,111/ Sh,:er , • I , 9 10 NOTES: 1. MOTORS AND PLC SHALL BE SALVAGED AND RETURNED TO DISTRICT PLANT N0.2. ALL OTHER MATERIAL SHALL BE SCRAPPED. 2. VOID SPACE SHALL BE FILLED WITH SLURRY. 3. ALL ELEVATIONS ARE BASED ON MEAN DATUM LEVEL + 102.00. 4. EQUIPMENT SHOWN WITH DASHED LINES DO NOT EXIST. -~-REMOVE PUMP MOTORS AND RETURN TO DISTRICT PLANT N0.2 :1'-F-F--F-:.r --Y-7~F7'.f li r~ ·~ 1-.__ --/' 2-/,;¢x-1zc,; "b oFenfrance. See REFERENCE AS BUILT : .. :.,, .. ·:,,:.· "·. •. ••. ··: :· ·:: . :·7~ ... ·._p•· .• :: ........ : •.•• ·. ·•.· :. J'. ...... -~._.I 1: '' '_. ·,·· ~- t·· ' ' ' on 51de I /,n If ill ~.f? • ..•. •. , ' -~ 'it- l l I \ I I I I l I I ( I l , J-r--REMOVE PUMPS SHAFTS, AND VALVES. RETURN TO DISTRICT PLANT N0.2 SECTION B SCALE: 1/2"=1'-Q" C8002 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. l'"J Ol o--1.,_-----------------------------------------------------------------------------------------------------------------------------------1--/r--..... 0 sto ,_N .., . oa:i a::- ~g- ZVJ .. w (!) I-;= < CICI MARK RECORD DRAWING CONFORM PER ADDENDUM NO. 1 EXIST PUMP STATION DEMOLITION CLARIFICATION 7 04 DESCRIPTION DA TE APPR. DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) No. 2501 Exp.~ C/y\\. or ct.1-' Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION EXISTING PUMP STATION DEMOLITION - 2 PROJECT NO. 5-51 DRAWING NO. C8003 15 OF 98 A - B - C - D 0 't:l ., .0 0 ._ ._ - 0 +' u ., .c Ii: w V) ::::l .c :;'. E ~ " If) I":': <.O I r<1 f-- C'-1 1 \ ~ l = = u ~~ ~ I @-f--~ 0.1 II I I I I I I I I I . I I 1' -4" _, I 2 I 3 I 4 / / / / / / / / / / / / / / / / / / / / / / / ½////////////// ////// ,l 4'-0" DN " ,,,. - - 5'-4" 1 24' -0" VERIFY SEE A2002 FOR 0._ WALL SOUTH ELEV \ ~" "'---SEE NOTE 2 I I I I I I I 1 5 PLANTER (TYP) I -------- ---------'--------'--------~---------------'------------'-------- LANDSCAPING PLAN SCALE: 3/8"=1'-0" 6 I ill 7 I 8 I 9 I 10 PLANTING LEGEND: SYMBOL BOTANICAL NAME COMMON NAME SIZE TREES 0 KING PALM 5 FT. HIGH GROUNDCOVER □ TURF BLEND 'EDEN' EDEN MIXED TURF FROM SOD GENERAL NOTE: 1. 2. FINISH GRADE OF GROUND COVER SHALL BE 2" BELOW ADJACENT SIDEWALK. PROVIDE LIGHTVAUL T CONCEALED IN-GRADE LUMINARIES 1 OOW BY KIM LIGHTING OR EQUAL SEE ELECTRICAL DWGS. USE 3/4" PVC UNDERGROUND CONDUIT WITH 2#10 AWG, 1#10 AWG GND. PROVIDE PHOTOELECTRIC CELL AND TIMER CONTROL. ill RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ~ ....._ J'"J Ol o---1---------------------------------------------------------------------------------------------------------------4--/ r-,. I'") 0 sto ,'.'.?-N -, -Q<Xl c::~ ~g- ZV) .. w (!) I-;= < CIC! MARK RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION I )3/0, 2/8/06 DATE APPR. DESIGNED BY: Aghanian, Harmik-04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) I Liff LEE&RO. Inc. I I I I REHABILITATION OF 14TH STREET PUMP STATION LANDSCAPING PLAN AND SECTION I PROJECT NO. 5-51 DRAWING NO. L1001 16 OF 98 I 0 ""Cl ., J5 e .... 0 .... u ., .c A B C D ~ E ""Cl N 00:: ~Cl ....I al I I --"11() I I ,.I() .c ~ 0 .,,._ ., 0 ~z ., < 0 ....I a.a_ E1 0....1 ~.!. .... I() =1 lil I() I ··F ., (/) 51:J .... a:: Ql X ~ .... (/) .c ~E -o 0 IN 1 2 \ N L 3 4 5 6 TO lrRIGATION PIPING 1' -CU -IRR A 2 L·-·-·-·-·-·-·-·-· . '·-, . . . '. . .. .,, •. ··: ., ... • ... ; ;;.:_ ;' :. . . .. .. . .. :,:· .. ··,, ,: '/. '-· IRRIGATION PLAN SCALE: 3/8"=1'-o" 7 8 9 10 IRRIGATION LEGEND: SYM MFG. MODEL # DESCRIPTION RAD. GPM PSI (i~7~) ~ TORO 570Z/S-PRX-6P-COM-5-Q-PC POP-UP SHRUB/TURF SPRAY 5' .09 30 1.61 Jiii_ TORO 570Z/S-PRX-6P-COM-5-H-PC POP-UP SHRUB/TURF SPRAY 5' . 19 30 1. 70 NOTES: 1. ALL TORO HEADS SHALL USE PRESSURE COMPENSATION (PC) PER MANUFACTURER'S RECOMMENDATIONS FOR RADIUS REDUCTION. 2. POP-UP SPRAY HEADS MUST BE USED IN ALL TURF AREAS. SEE DETAIL 2, SHEET L5003. 3. SPRAY HEADS ON RISERS MAY BE USED WITHIN SHRUB AREAS EXCEPT WHEN LOCATED WITHIN 24" OF TURF AREAS, WALKS, CURBS, AND WHEREVER PEDESTRIAN TRAFFIC MAY OCCUR. 4. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED OR BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. SYM MFG MODEL # DESCRIPTION @ RAINMASTER RME SENTAR II 6SE-SB IRRIGATION CONTROLLER -WALL MOUNT IN STAINLESS STEEL ENCLOSURE. SEE DETAIL 7 , SHEET L5003 [Ml iiii;;l FEBCO 825Y RP @ RAINBIRD 33 DLRC • GRISWALD - OW-SERIES PVC CLASS 315 PVC SCHEDULE 40 PVC SCHEDULE 40 PVC SCHEDULE 40 CONTROL VALVE SYMBOL ,,--INDICATES VALVE NO. r-vA.,,.,-INDICATES CONTROLLER ~,GPJ.,L_ INDICATES GPM '--INDICATES VALVE SIZE WATER METER -REFER TO CIVIL DWGS. 1 "-REDUCED PRESSURE BACKFLOW ASSEMBLY. SEE DETAIL 5, SHEET L5003. QUICK COUPLING VALVE. SEE DETAIL 3, SHEET L5003. ELECTRIC REMOTE CONTROL VALVE. SEE DETAIL 4, SHEET L5003 IRRIGATION MAINLINE -SEE IRR. SPECS. FOR PIPE DEPTH IRRIGATION LATERAL LINE -SEE IRR. SPECS. FOR PIPE DEPTH IRRIGATION SLEEVE -SEE IRR. SPECS. FOR PIPE DEPTH CONTROL WIRE SLEEVE -SEE IRR. SPECS. FOR PIPE DEPTH IRRIGATION DESIGN CRITERIA: NAME OF WATER SUPPLIER: PRESSURE DATA GIVEN BY: STATIC WATER PRESSURE: DESIGN PRESSURE: NEWPORT BEACH WATER DIST. MR. L. LOW -(949) 644-3011 60-65 PSI 40 PSI CONTRACTOR TO VERIFY STATIC WATER PRESSURE WITH WATER SUPPLIER PRIOR TO INSTALLATION. IF DIFFERENT FROM PSI NOTED ABOVE, CONTRACTOR TO NOTIFY ARCHITECT FOR INSTRUCTIONS. FAILURE TO DO SO WILL RESULT IN CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MAY OCCUR. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I'").;; o--lt-----.-----------------..--...... ---------------..... --------.~------------------.----------------------...... ---------------------..... --------...... -/r-- 1'") 0 "'"a ,.N ..., -o-o::N _c;,. fr z (/) (;~ ~< MARK cc RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L§lf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION IRRIGATION PLAN PROJECT NO. 5-51 DRAWING NO. L1002 17 OF 98 1 A I ~I I I I II I 111 -1 I 2 3 4 6" 5 - -_I' m -1,,-- 11.- 6 7 8 NOTES: ' • 1. ALL WIRE TO BE INSTALLED PER LOCAL CODES. CDVALVE BOX -SEE IRR. SPECS. FOR MODEL NO., MFGR., & HEIGHT ABOVE FINISH GRADE. 0 "O ., ..0 e .. .s u ., .r::; B C D ~ E "O r') 0 0 I{) ....J I '° I ,. .r::; ~ ~ +' ·;;; 0 a.a:: Ee O!Il ~.!-+' I{) ·;; I (DIO I .. F 1/J Ul 51:J NOTES: NOTE: CD VALVE BOX (SEE SPECIFICATIONS SECTION 02810, IRRIGATION) (D FINISH GRADE. CD BLOCKED TRUE UNION BALL VALVE. © VARIES -SEE IRRIGATION SPECS. FOR BOX TOP HEIGHT (D PEA GRAVEL, 2" DEPTH. LEAVE 1 "-2" AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. (D PVC MAINLINE -SEE IRRIGATION SPECS. FOR PIPE DEPTH. CD BRICK VALVE BOX SUPPORTS (2 MIN.) © PVC 45"ELL BALL VALVE DETAIL 1 SCALE: 1''=1'-0" VAR CD REDUCED PRESSURE BACKFLOW PREVENTER W/ BALL VALVES (D 3" BRASS THREADED NIPPLE CD BRASS UNION (D PRESSURE REGULATOR CD FINISH GRADE (D BRASS RISER (LENGTH AS REQUIRED, TYP.) CD BRASS ELBOW (TYP.) (D TO POINT OF CONNECTION (D P.V.C. SCH. 40 FEMALE ADAPTER (TYP.) @ 12"x12"x24" CONCRETE THRUST BLOCK @ 8" BRASS THREADED NIPPLE (TYP.) @ P.V.C. MAINLINE, SEE IRRIGATION SPECS. FOR PIPE DEPTH 1. ALL RISER, UNIONS, ELBOWS AND NIPPLES SHALL BE RED BRASS. 2. CLOSE NIPPLES SHALL NOT BE USED 3. EQUIPMENT TO BE INSTALLED A MIN. OF 12" FROM WALLS, BUILDINGS, ETC. 4. INSTALL AND TEST BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES & HEALTH DEPT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 5. INSTALL ASSEMBLY IN SHRUB AREAS. NOTES: CD POP-UP SHRUB HEAD. (D FINISH GRADE. CD MARLEX STREET ELL. © 6" SCH 80 PVC NIPPLE TREADED BOTH ENDS. CD MARLEX STREET ELL. (D WALK OR CURB. CD PVC LATERAL LINE. POP-UP SPRAY HEAD DETAIL 2 SCALE: 1/2"=1'-0" L1002 <J . <J NOTES: CD FINISH GRADE. <J . (D VALVE BOX (BOX TOP HEIGHT ABOVE FINISH GRADE VARIES, SEE IRRIGATION SPECIFICATIONS FOR HEIGHT). CD QUICK COUPLING VALVE w/ LOCKING VINYL COVER. (D PEA GRAVEL (2" DEPTH). (D BRICK SUPPORTS (2 MIN.). (D 8" BRASS NIPPLE. " (D CPVC/BRASS TRANSITION ADAPTER. @ ONE CUBIC FOOT OF CONCRETE. @ PVC SCH. 40 ELBOW OR TEE. @ PVC MAINLINE, SEE IRRIGATION SPECS. FOR PIPE DEPTH. @ BRASS NIPPLE (LENGTH AS REQUIRED). @ PVC NIPPLE (SCH. 40 OR CLASS 315, SEE IRR. SPECS). * ALL BRASS TO BE RED BRASS. CD BRASS COUPLING. (D BRASS ELBOW. QUICK COUPLER DETAIL 3 SCALE: 3/8"=1'-0" L1002 RECORD DRAWING 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX.(WRAP AROUND 1 /2" PIPE 15 TIMES-REMOVE PIPE). 3. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 4. INSTALL ONLY 1 VALVE PER VALVE BOX. CDEXPANSION CURLS WITH WATERPROOF WIRE CONNECTORS AT SPLICES (SEE IRR. SPECS.) (D PVC LATERAL TO SPRINKLERS, ANGLE TO SPECIFIED DEPTH W/ 45 ELLS. (DREMOTE CONTROL VALVE. @FINISH GRADE. (])PVC ELL. CDPVC NIPPLE. @2" LAYER OF PEA GRAVEL. LEAVE 1 "-2" AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL. (])BRICK SUPPORT (1) AT EACH CORNER. (@)PVC MAINLINE FITTINGS. ®coNTROLLER WIRES. @PVC SCH 80 UNION. @10. TAG. @PVC MALE ADAPTER. @PVC SCH 80 THREADED NIPPLE. REMOTE CONTROL VALVE BOTTOM VIEW BACK SIDE VIEW DETAIL 4 SCALE: 1''=1'-0" L1002 1. POSITION CONTROLLER SO THAT THE FRONT PANEL DISPLAY APPEARS SLIGHTLY ABOVE EYE :12. ~:;~~L PER MANUFACTURER'S RECOMMENDATION. WALL KNOCKOUTS Item ACCOMODATES DESCRIPTION A 2" CONDUIT :, IAI IUI> Wlr<t.;, INCOMING AC E 1 /2" CONDUIT HARDWIRE THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE RM E s ENT AR 11 +' a:: a, X ~ +' Ul REDUCED PRESSURE BACK FLOW DETAIL CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE ~ E 5 LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY CONTROLLER ENCLOSURE 17.5 ~ SCALE: 1 .. = 1 ._ 0 .. SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT ~ ~ L 1002 OR THE OWNER(S) OF THE UTILITIES INVOLVED. D ET Al L 7 l"loi:_l==t================+=+==r--;;;;;;;;--;~;;;;::::;~~:;m:~r-=;;;~;:-r---------------l--::;;:-----------======:;:.J ____ ....., ____ ~s~CA:L~E~: ~1~" :1~• ~o:"_~~~-------1-f 0 8 t--t-------------------1----1-_J -::::=:,-.... "'\:!--;g,-;rr;z,,i,... L 1 002 ~ DESIGNED BY: Aghonian, Harmik -04/28/04 ~ ,._,. ~ <""'. DRAWN BY: Robledo, Hector -04/28/04 REHABILITATION OF PROJECT NO. ~N CHECKED BY: Calderon, Sal -04/28/04 l.!!!!JI I,~=~~~~ ORANGE COUNTY 14TH STREET PUMP STATION 5-51 ~& RECORD DRAWING O I LINE IS 2 INCHES No. ;_Sf,1 .... -it LEE &RO. Inc. l/c I--~ -1,,;;~ ARCHITECTURAL CHANGES 06 ■ AT FULL SIZE • I \. SANITATION DISTRICT MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) LANDSCAPE IRRIGATION DETAILS DRAWING NO. L5003 18 OF 98 0 "O ., .0 e .. 0 +' u ., .,: Ii: w V) ::, A B C D ~ E "O ,,i 0 0 I{) ...J I '° I I{) / .,: ~ J., ., +' "iii 0 a.Cl'. Eo 0 [D ~.!-:!:: I{) ":i I [DI{) ~cnF /1::i +' Cl'. :J X .. +' V) .,: ~E ~o r-- 1 :: 1 2 3 5 TWI E ORIGINAL BALL 6 7 (D MULCH LAYER (SEE SPECIFICATIONS 02900, LANDSCAPING) (D MULCH SHALL BE KEPT 4" AWAY FROM BASE OF SHRUB @ 3" HIGH WATER BASIN, REMOVE ONCE PLANT IS ESTABLISHED (D FINISH GRADE G) BACKFILL MIX PER RECOMMEN- DATIONS OF SOIL FERTILITY TEST. (SEE SPECIFICATIONS SECTION 02900, LANDSCAPING.) FERTILIZER TABLETS. SEE SPECIFICATIONS SECTION 02900, LANDSCAPING (D PLACE ROOT BALL ON NATIVE SUBGRADE TOP OF ROOT BALL SHALL BE SET 1"-2" ABOVE FINISH GRADE. SHRUB PLANTING DETAIL 2 SCALE: 1 "=1 '-0" L 1001 8 9 10 CD---.- SECTION PLAN (D HALF OF O.C. SPACING DISTANCE (D WALK OR CURB MULCH LAYER (SEE SPECIFICATION SECTION 02900, LANDSCAPING) (D TILLED & AMENDED PLANTING AREA PER PLANTING SPEC (D UNDISTURBED NATIVE SOIL SUBGRADE PLANT MATERIAL -SEE LEGEND FOR TYPE & SIZE (D SEE PLANTING LEGEND ON DWG L 1003 FOR O.C. SPACING DISTANCE GROUND COVER DETAIL 3 SCALE: 1 "= 1 '-0" L 1001 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I") 0) o--11>----.-----------------..--...... ---------------..... ---+------.~------------------.------------------1------...... ---------------------..... --------...... -/r-- 1") 0 st 0 _?-N ..., -0 DD Cl'. ~ ~g-z V) RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY: Aghonian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L§f LEE &RO. Inc . ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION LANDSCAPE PLANTING DETAILS PROJECT NO. 5-51 DRAWING NO. L5004 19 OF 98 '-0 .... u ., ..c: A B C D ~ E ""O ll:i 0 0 I{) < I ..c: ~E ~o I{) I":': 1 TOC +(14'-4") N TOC +(7'-0") : N 2 LI 3 2' -6" 1 /2" CEMENT-PLASTER ON CMU WALL CASING BEAD CAULK SLOPE <l . L1 <l I . 4 <l I\ 1/2" CEMENT PLASTER (TYP) 5 FLASHING EPS CORNICE ATTACHED PER MFR. INSTRUCTIONS. 6 7 /8" PLASTER -t, : ro CONT. DRIP SCREED TOC +(14'-4") N CANOPY SOUTH ELEVATION DETAIL 11 SCALE: 3"=1'-0" A1002 PILASTER BEYOND 2' -6" _,,.---1/2" CEMENT-PLASTER ,--,,-;ns,cr,. -r-rr--n-r----:;7""---------,--ON CMU WALL ·•; .."\ \ _::: ',--71"' •'.'• <l . 1'' 1/J INTERMEDIATE-~ RAIL @ 16" O.C. PILASTER BEYOND PAINT SLOPE I I L1 . U) I I ~I @ I LEDGE I\ 1/2" CEMENT PLASTER (TYP) DETAIL 13 I I L_J 4" SCALE: 3"=1 '-0" A 1001 A5003 U) (f) I ~ N Z L--1 1 /2" 1/J VERT. POST U) ~ ;:,; I:( ·:'<~: i;;>~i>~:,,•: .:-~;-; SET IN EPOXY, SEE PLAN FOR SPACING FLASHING ~-EPS CORNICE ATTACHED PER -t, ro CONT. DRIP SCREED 2"¢ SLEEVE W/ 3-1 /2" 1/J HEADED STUD ANCHORS 4" LONG MFR. INSTRUCTIONS. 7 /8" PLASTER 7 1 2" <l 8" 8 9 10 1'-10" 1 /2" CEMENT-PLASTER ON CMU WALL CASING BEAD CAULK <l SLOPE <l LI 1 /2" CEMENT PLASTER (TYP) FLASHING EPS CORNICE ATTACHED PER MFR. INSTRUCTIONS. -t, ro CONT. DRIP SCREED CANOPY -EAST ELEVATION DETAIL 12 SCALE: 3"=1'-0" A1002 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. r<) Ol o---1---------------------------------------------------------------------------------------------------------------4--/ r-- r<l o sto ?,N .., . ooo c:: ~ ~g-z (/) .. w (!) I-;=..,: Cl Cl RECORD DRAWING ARCHITECTURAL CHANGES NEW SHEET DESCRIPTION DATE APPR. DESIGNED BY· V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ARCHITECTURAL DETAILS - 5 PROJECT NO. 5-51 DRAWING NO. A5005 28B OF 98 1 I 2 I ARCHITECTURAL ABBREVIATIONS A - B - C - D 0 ~ QJ ..a e .... -0 .... u QJ .c Ii! w Vl ::, @ AFF ALT ALUM BD BEL BLDG BLK BM BTW CAB CB CEM Cl CLG CLO CLR CMU co CONC CONN CONT CPLG DBL DF DIA DIM DN DTL DWG E EA EL ELEC EQ EQUIP EXP EXT FD FE FH FIN FLR FO FOM FOS FRP FS FT FTG GA GALV GL GR GYP HB HM HORIZ HR ID INSUL INT JT MAX MECH MTL MFR MIN MTD MTL oc OPNG PC PL PLYWD PR RAD ~ E RD ~ REC 5 REINF 0 o REQ'D 1 SCH ~ SHTG I SL ,. SQ -fi SST .... ;;, -STD " STL .... ~ SffiUCT 0 a.a:: THK Ee TO O CD ~ J_ TOC :!::: I() TOM ':i I CD I() TOP I TOR en .. F <C vi TOS .,...-1:J TS .... a:: :l x TYP ~ VAR vi VERT .c ~ E W ~ o W/ I') I~ WC AT ABOVE FINISH FLOOR ALTERNATE ALUMINUM BOARD BELOW BUILDING BLOCK BEAM BETWEEN CABINET CATCH BASIN CEMENT CAST IRON CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CONCRETE OPENING CONCRETE CONNECTION CONTINUOUS COUPLING DOUBLE DOUGLAS FIR DIAMETER DIMENSION DOWN DETAIL DRAWING EXISTING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXPANSION EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FIRE HYDRANT FINISHED FLOOR FACE OF FACE OF MASONRY 1.:,.. FACE OF STUD, FACE OF SLAB ffi FIBERGLASS REINFORCED PLASTIC FLOOR SINK FEET FOOTING GAUGE GALVANIZED GLASS GRADE GYPSUM HOSE BIBB HOLLOW METAL HORIZONTAL HOUR INSIDE DIAMETER INSULATION INTERIOR JOINT MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM MOUNTED METAL ON CENTER OPENING PRECAST CONCRETE PLATE, PROPERTY LINE PLYWOOD PAIR RADIUS ROOF DRAIN RECESSED REINFORCED REQUIRED SCHEDULE SHEATHING SLOPE SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL THICK TOP OF TOP OF CONCRETE TOP OF MASONRY TOP OF PARAPET TOP OF ROOF TOP OF STEEL TUBE STEEL TYPICAL VARIOUS VERTICAL WATER WITH WATER CLOSET WITHOUT 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 ARCHITECTURAL NOTES LEGEND GENERAL NOTES: 1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK INDICATED, WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR NOTE IS INDICATED FOR A CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS. NOT ALL ITEMS INCLUDED IN THE WORK IS INDICATED HERE-IN. CONTRACTOR SHALL REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL & HVAC DRAWINGS FOR RELATED WORK. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE 1997 ADOPTED VERSION OF THE UNIFORM BUILDING CODE (UBC) AS AMENDED BY THE STATE OF CALIFORNIA BUILDING CODE, TITLE 24 REQUIREMENTS. ADDITIONAL GOVERNING CODES SHALL ALSO APPLY TO THESE DOCUMENTS: UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE, UNIFORM FIRE CODE, NATIONAL ELECTRIC CODE, NFPA LIFE SAFETY CODE, AMERICANS WITH DISABILITIES ACT REGULATIONS, AND ALL ANSI, ASTM, AND OTHER STANDARDS. 3. INFORMATION SHOWN BY CONSULTANTS OR DISCIPLINE DOCUMENTS IS NOT MEANT TO DEFINE THE SCOPE OF WORK OF SUBCONTRACTOR RESPONSIBILITY. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DETERMINE SCOPE OF WORK BETWEEN THE SUBCONTRACTORS DURING THE BIDDING PROCESS. 4. IT IS CONSIDERED ESSENTIAL THAT THE CONTRACTOR EXAMINE THE SITE AND PORTIONS THEREOF WHICH AFFECT THE CONTRACTOR'S WORK. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS. NO ADDITIONAL EXPENSE SHALL BE ALLOWED RESULTING FROM THE FAILURE TO PERFORM THIS EXAMINATION. PRIOR TO SUBMISSION OF BIDS, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY CONFLICTS, ERRORS OR OMISSIONS. 5. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER THROUGHOUT THE COURSE OF WORK, PROVIDE AND MAINTAIN TEMPORARY BARRICADES AND FACILITIES AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURES, EQUIPMENT, OR FURNISHINGS, SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES, ETC., REQUIRED TO SAFELY PROTECT THE ENTIRE CONSTRUCTION SITE PERIPHERY, CONSTRUCTION PERSONNEL, AND THE PUBLIC. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL OF THE ABOVE 24 HOURS PER DAY DURING THE PERIOD OF CONSTRUCTION. 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. 8. WHERE FIELD CONDITIONS OCCUR THAT ARE NOT GENERALLY COVERED BY THE INTENT OF THE CONTRACT DRAWINGS, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE OWNER'S REPRESENTATIVE OF THE EXTENT OF THE WORK BEFORE PROCEEDING. 9. THE CONSTRUCTION, ALTERATION OR DEMOLITION OF A BUILDING SHALL COMPLY WITH C.F.C. ARTICLE 87. (CFC 8701). 10. ALL ROOF AND EXTERIOR WALL PENETRATIONS BY MECHANICAL EQUIPMENT OR PIPING SHALL BE FLASHED OR INSTALLED WATERTIGHT WITH NON-HARDENING SEALANT AS PER THE MANUFACTURER'S RECOMMENDATIONS OF THE WATERPROOFING SYSTEM UTILIZED. 11. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (C.F.C. SECTION 901.4.4). 12. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEADBOLTS OR SLIDING BOLTS, ETC. (UBC SECTION 1003.3.1 AND U.F.C. SECTION 1.207.3). 13. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED (U.F.C. SECTION 1212 AND U.B.C. SECTION 1003.2.8). PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS CONFORMING TO CODE SECTIONS (U.B.C. SECTION 1003.2.8 AND U.F.C. 1212). 14. PROVIDE A MINIMUM OF ONE 2-A-1 OB: C CLASSIFICATION FIRE EXTINGUISHER TO BE PROVIDED WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 S.F. OR PORTION THEREOF ON EACH FLOOR (CFC 1002, UFC ARTICLE 10 DIVISION V, UFC STANDARDS 10-1 AND C.C.R. T-19, SECTION 3.29). NOTIFY OWNER'S REPRESENTATIVE OF ANY MISSING FIRE EXTINGUISHERS. 15. EFFECTIVELY ISOLATE DISSIMILAR METALS TO PREVENT MOLECULAR BREAKDOWN AND GALVANIC ACTION. 16. COORDINATE CONCRETE PADS AND MOUNTINGS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. 17. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT WITH APPLICABLE CODES. 18. INSTALL PIPES, DUCTS, CONDUITS, AND BUS DUCTS WHICH PENETRATE FLOOR SLABS, IN MANNER TO PRESERVE FIRE RESISTIVE AND STRUCTURAL INTEGRITY OF BUILDING. 19. THIS FACILITY IS EXEMPT FROM ALL DISABLED ACCESS REQUIREMENTS. 20. INSTALL 1 /4"x3"x4" ALUM SIGNS VISIBLE FROM EACH SOURCE OF WATER. THE SIGNS SHALL READ "IMPURE WATER DO NOT DRINK NO TOME". SEE OCSD STANDARD DWG S-205. MASONRY PLYWOOD RIGID INSULATION CEMENT PLASTER GYPSUM BOARD DOOR SCHEDULES 3 1 A5OO2' FIXED PANEL 4 / 'A5002 / / -/ 2 A5OO2 -,---3'-0"x7'-0" FRP DOOR IN FRP. FRAME HARDWARE: ®® 3 HINGES STANLEY CB1960(U53D2) 4½"x4½", SST FINISH 1 HASP, LATCH, AND OCSD PADLOCK 1 CLOSER LCN 4040 PUSH SIDE MOUNT, SST FINISH 1 FLOOR STOP TRIMCO 1214CK 613 1 KICKPLATE TRIMCO K0050 16"H, SST FINISH. 1 SET WEATHERSTRIPPING PEMKO & 1 A5OO2 / / / / / FRP LOUVER "" PER MANUFACTURER " STANDARD SIZE & ~ " ,_ __ 3'-0"x7'-0" FRP DOOR IN FRP. FRAME "" ® HARDWARE: @) 3 HINGES STANLEY CB1960(U53D2) 4½"x4½", SST FINISH 1 HASP, LATCH, AND OCSD PADLOCK 1 CLOSER LCN 4040 PUSH SIDE MOUNT, SST FINISH 1 FLOOR STOP TRIMCO 1214CK 613 1 KICKPLATE TRIMCO K0050 16"H, SST FINISH . & RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - I-- I-- - "'°' W/0 o---1.,_ __________________________________________________________________________________________________________________________________ ,.._ .,..... r-- 1') 0 st 0 ,.N --, . 0 DO a::~ 0.. a. .,......, :Z Vl MARK RECORD DRAWING FRP DOOR CHANGE DESCRIPTION I )3/0i )4/0~ DATE APPR. DESIGNED BY· V. DeJesus, Henry -04/28/0• DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chir□yath, Sahodev-04/28/04 I • LINE IS 2 INCHES s I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I L;Jf LEE&RO. Inc. - I I I I REHABILITATION OF 14TH STREET PUMP STATION ARCHITECTURAL ABBREVIATIONS, NOTES & DOOR SCHEDULES I I PROJECT NO . 5-51 DRAWING NO. A0001 20 OF 98 0 ""Cl ., J5 e '-0 .... o-., 0 ..c: z A B C D 1 A r-- • a B 2 3 4 5 6 C r AL FLOOR HATCH / (TYP OF 6) 2'-8" 1'-4" 4' -0 11 2'-0" 7 8 E 2'-8" 1'-4" ----CD /~--+---+-LATCH (TYP) 9 10 NOTES: 1. ALL INTERIOR AND EXTERIOR SURFACES TO BE PAINTED PER SPECIFICATIONS SECTION 09905, ARCHITECTURAL PAINT FINISHES. 2. SEAL CONCRETE SLAB WITH CONCRETE SEALER. 3. SEE SPECIFICATIONS SECTION 06200, FINISH CARPENTRY AND MILLWORK FOR STORAGE CABINET REQUIREMENTS. LEGEND: fm'/21//½l E------, CMU WALL SEE STRUCT DWGS AND SPECIFICATIONS SECTION 04230, REINFORCED HOLLOW UNIT MASONRY. ONE-HR MTL STUD WALL. SEE SPECIFICATIONS SECTION 05400, COLD FORMED (LIGHT) MTL FRAMING. lrfc;""'"'"""'.r:::~~~--r~,7,~~~--K"""--=""""'"'i\~<~>~"'r-l\---=-,~~~~>~":r--rl\--t=-,":~,:~:~:·::r-l'\---d7~,:~>~· ~~;L6NE\A~[@LEDGE @ VJ~ ' =• ~ At----+-HINGE (TYP) 3 13 ~ Y1 A5001 A5005 = = = = = &I+--} ~ --+-- ---: /~t-A-5-~0-3---iG~~ ;: M~R, LOWER = ~ "). = I ~ X '<'>< " -,I' ' X X Vx \ y )< \ ~ "' MET STUD WALL. SEE SPECIFICATIONS SECTION 05400, COLD FORMED (LIGHT) MTL FRAMING. ~---------+-~--l....-------+-----~--~-----------------~--"-------"----------'----4---l-----~---------l.--"--------~----~ ✓ 2 \ = \ = I = _----.,,1------+---~ Vv/////1 V ///////J r////////////////////////////////77 / l v7r////////////// J//77T/ll _J'_.____,,_,/--+------+ ~~ l ~------------;(~ y 1 a IX) 0 I 1 ELECTRICAL , 4, 0.. / cilL.-/ 1 IX) I -+--- ACCESS LADDER 8 I EQUIPT. (PLC) -st -/ 1111 ~---316 SST CABINETS SEE TO ROOF TYP UON A5004 L ________________________ ./ ~ N N ELECT DWGS (TYP) _ ,"., 7 1 ~ --/'."_J __ ~I---- P::I ~ 1 RECESSED HOSE ELECTRICAL ROOM 2'-4" ' 3'-4" /1111 7" 3 IX) IX) v • C5002 Bl BB ASSEMBLY FLOOR EL 11. 00 ---/ 1L__.....--jr----t---i SILL. I N tJ .....___... 1 / ~ A50?3 /, ,>------i~ / ~ 7 __:::::::::::::::::__ _ _J_ /, 11==:!==:II A5002 0 jl_J ---+I----+ IX) V ____________ ___,,._____..________________________ _v/ 111 /. II ~,, II tJ :-------------------i--------------------------------------------------: .-----~ 1111 I IX) I N // : : t;:::::~ ~ @---/ It-I : : ~ 0 ~ --1--1 __ --+- vv I D "'-) I ~;::, "--~v / I CB-+--+--+--+--+---t-----,1--t--7-z; I 7 I V , ~ @ i @) 1 . ---!1--=o[=a="_--:-TOILET -~ :..i- i L() 3 :..i- I L() ~ A3001 < •• ...J 0::: a. LJJ I (/)< ::, I ~ V///~'//11 V///////////////////////////////''LJLV///////// 24"x12"x48" HIGH_/ ~ r=~==-=-==::-'.-:r==i=--=1=-)~\\ \ ':..-/ STORAGE CABINET ~ ( -;. // / / / / pS / / / / ,/ / / / // f ~ -~·~(--........ ~--------~-------l ---I 4 .;; I i 01 E ""Cl 5 o-_o <CZ 1< _...J u,a. I I u,Ul /I ..c: -0 U1 '-I J,ui ., .... ·;;; 0 C.o::: Eo OID ~J_ :!:'. U1 ·3 I ID U1 ~ <ii F /1::i .... 0::: ~x '-.... (/) ..c: ~E -" "' 1- o_ :::) L~------------___ ..='J.._ ____ --------J 3'-4" 3' -4" 7'-4" I ' 40' -0" FLOOR PLAN SCALE: 3/8"=1'-o" 2'-8" 2'-8" 2' -8" 4'-0" 8' -0" ill RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ,..,.;; a--1---------------------------------------------------------------------------------------------------------------,.__ /r-- 1'1 o si-o ,.('I ..., . ooo 0::: -a. a. / ., IA z (/) Lb RECORD DRAWING t-""i<"-t-A:--=R-=-c Hc:-:IT=E:-::-CT:::-U-:-::R--:--:AL----=-cH'""A'""N-=-GE=s:-------------t:--t:--,=t-----1 0~ :;: < MARK DESCRIPTION DATE APPR. C, C, DESIGNED BY· V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION FLOOR PLAN PROJECT NO. 5-51 DRAWING NO. A1001 21 OF 98 0 "O " ..a e .. 0 .... u- " 0 .cz .. :'.5 0,: a. ~I ::::, (/) I in I A B C D ~111 E "O c-.i 0 a-_o <(Z I j -a. 111 I I <C ,. I ..c-0111 ._ I J.-111 " .... ·;;; 0 C.o,: Eo OID ~.!. :!:'. 111 ·3 I ID 111 ~ <ii F .,,.I:] .... 0,: ~x .. .... (/J ..c ~E -" "" 1- 1 2 C PARAPET f---2--1-~ (TYP) A5003 BUILT-UP ROOFING 3 4 C 13' -8" n t w 0:: o_ w 0 o_ _J VJ '<I- '-.... [] ~ 3'-0" SQ. 6 ROOF HATCH A5002 CURB PER HATCH MFR. 5 ~---1--1 ----1SCUPPER A5001 DRAIN AT PARAPET 1 o· -o" 6 LADDER BELOW 40' -0" ROOF PLAN SCALE: 3/8"=1 '-o" 0 7 1 6' -4" 2 r-1------------< PARAPET A5003 (TYP) 0 12 A5005 ------HVAC EQUIPMENT PAD PER EQUIPMENT "'--.., MFR (TYP) _/ rBUILT-UP ,-{_, ROOFING F.O.M. . ~ 0 LL'. BUILT UP ROOFING ON TAPERED INSULATION / CJ 8' -0" 61 -6" 6 8 1/ ~ 0 LL'. LINE OF CMU PILASTER BELOW .,,..----t-1_1---j CANOPY A5005 SOUTH ELEVATIO [XJ 4"X4" ROOF DRAIN (TYP) lO I N ~ PARAPET 9 10 3 A5004 @ TOWER RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ,..,.;; o--1.,_ __________________________________________________________________________________________________________________ ...,._ /r--,.., 0 si-o ,.('I -, . ooo 0,: -a. a. /a, z(/) 0~ .:<e MARK C, C, RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY•V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ROOF PLAN PROJECT NO. 5-51 DRAWING NO. A1002 22 OF 98 0 ,:, " ..0 e .. 0 .... 0 " .c c2 w (/J ::, .c ~E ~o st I":': A B C D 1 T.O.M. EL 30.33 T.O.M. EL 29.00 - 12 CANOPY A5005 ' I ' ,, - 13 LED GE A5005 0 I IX) ~ FIN FLR EL 11.00 0 I GR EL 9.00± N 2 3 E D ' I / 12' -0" / [I ~ "'-~. I I j; , / / I ' I I • · 4'."'-8" .. · .. .·, .· 6 I A5003 4 5 6 7 C --- 8 WINDOW 2 PARAPET 2 CORBEL /I A5004 SHADOW BOX I A5003 (TYP) / A5003 --- I I I I PLASTER ll 5 CONTROL JT (TYP AT .. A5oo2 HORIZONTAL) .. -SIMILAR □ n . . T.O.S . 25.00 I \ ' 5 . . .. CMU CONTROL JT / PAINTED SCUPPER (TYP) / A5002 1 (TYP AT VERTICAL) CEM-PLASTER j; (TYP) 0 I ' , .. r---LIGHT FIXTURE (TYP OF 3) VPLASTER HOLOPHANE PF -/ CONTROL JT MEDIUM PREDATOR (E1003) j; ~ 4' -0" 1 '-4" I 2· o· I. • & 0 I 0 □ I r---0 EAST ELEVATION SCALE: 3/8"=1'-0" CD • 0 I N IX) 316 SST CABINET GAS ANALYZER SEE ELECTRICAL DRAWING (E1002) C I N = CD I . ~ 316 SST CABINET SPLICE BOX SEE ELECTRICAL DRAWING (E1002) ~ 311=111=11 -1:::::::::::::111...........,, a.:..:... T.O.M. EL 30.33 p p AINTED CEMENT-~ LASTER (TYP) 1 1 I CANOPY 'A50 05 3 1 I LEDGE 'A50 05 - 6 A50 03 - FIN FLR EL 11.00 GR EL 9.00± 8 4 r+-6--; WALL CAP A5004 9 15'-4" r+-2--; PARAPET A5003 10 7 --+------<ATT CHED A5004 WIN OW T.O.M. EL 29.00 '..:....--:.. j; j; j; 5 A5002 SOUTH ELEVATION SCALE: 3/8"=1'-0" RECORD DRAWING 0 I CD 0 I r--- 0 I N 0 I 0 N THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. r<) Ol 0---1~--------------------------------------------------------------------------------------------------------------------...... -/ r---r<l o sto ?,N -, . ooo c:: ~ ~g-z (/J .. w (!) I-;= < Cl Cl MARK RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY· V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION EXTERIOR ELEVATIONS - 1 PROJECT NO. 5-51 DRAWING NO. A2001 23 OF 98 0 ""Cl ., e '-0 .... u ., ..c: ..c: ~E ~ " '<I" I":': A B C D 1 C T.O.M. EL. 29.00 TOS EL 25.28 2y3y4 A500'j/\..f:_5003Af:._5002 ~ - r---... ~ ~ 0 I 0 ~ I I~ FIN FLR ,,.-1/r EL 11.00 ~~ GR EL 9.00± 11-111-t II-'''-I D S5006 I 16" SQ FIN GRADE -- 2 3 - 2 CORBEL A5003 \ (TYP) - . _', .. PLASTER CONTROL JT (TYP) -- - - - -, 12"x12" ENTRY-✓ PANEL. SEE DWG E5002 fl 3' -4" 3' -4" I @I) (@) 9 •·-o· I A5004 GATE MO 10 I A5004 1 ' / ., . ' ~ ' . ' " I c:::: ' -- 4 5 8 WINDOW SHADOW A5004 \ BOX - -D 2 PARAPET, I A5003 1 \ - ~ 28' -o" I "' ll!M --. L PA;NTED CEMENT IIJlill~PLASTE .. D . . . . . .. CONTRC ... ·. ' ... -PLASTER AND .. '·, . ,• ~ CMU CONTROL JT PLASTER OVER JOINT CMU WALL - - - - - - - -- -- - V vv1-1LL t--' AK Lll:iH I WE-EF MODEL AVA I J; et:: 0 -I CXJ _J TYP (_) 5 PLASTER r--. A5002 CONTROL JOINT -J; 5 PLASTER AND CMU CONTROL JOINT V AS00 2 (TYP. AT VERTICAL) ~ 0 I r--. ~ WEST ELEVATION SCALE: 3/8"=1'-0" - C S5006 CMU REINF 24' -0" (VERIFY) / CEMENT PLASTER WALL CAP -I TOM ' ; ' .. ·-/· ' . . . . .. ,--..;;,___:, . . ' • = ' . ' <.D . ' .. I ;,- ,' . ' ._ . -✓ I =1 0 \ I = n / --WALL SOUTH ELEVATION SCALE: 3/8"=1'-0" 6 12'-o" - EQUAL NATUR FIELDS SEE <.D I r--. -' ~ J; J; •.·•. ' -- _, . ·. •• ·._ . AL TONE 1 E & - .: ·, .. -. -_ EQUAL - . • .. T.O.M. -CAN OP BEYON ( .• ' • . ( -~~··. ~ ~ .4 ;· µ_:_ : 7 EL. 30.33 y D --- I 8 T.O.M. EL. 29.00 PAINTED CEMENT PLASTER 9 WA LL ,____6 _ _,_______ 4 CAP A5004 15'-4" TOS EL 25.00-----11----~~-~~-'-------"'=~-----=--=----=--=----------1 PLASTER LCP-A RECYCLE-,. PANEL SST CABINET SEE DWG N E120 2'-0" 2'-0" 1'-4" CONTROL JT (TYP) CS00 2 RECESSED HOSE BIBB ASSEMBLY 3 ..-------t------j SST TR AP PRIMER 10 T.O.M. EL. 30.33 TOS EL 25.28 V .. .. ···y-·-· I AS 6 003 - 1-,-------it-'rro====±c;r,o=~TI c5oo3 CABINET (16"X16") -. . ' . . .. '.: . ··., .. .': . ':· •. : .-·, . . -·- n FIN FLR EL 11.00 1 ELECTRICAL GENERATOR-------1 AS003 (TYP) PLUG. SEE ELECTRICAL114-------I GR EL 9~.0~0~±~ _____ ....._ ____________ D_R_A_W_IN_G_E_1_00_2_. __ ...,a. _____ ~ DETAIL SCALE: NTS NORTH ELEVATION SCALE: 3/8"=1'-0" NATURAL FIELD STONE RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I") Ol o----1---------------------------------------------------------------------------------------------------------------,.__ ....... r-,. I") 0 '<I" 0 ?,N .., . ooo c:: ~ ~g- z (/) MARK RECORD DRAWING 03 ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY· V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION EXTERIOR ELEVATIONS - 2 PROJECT NO. 5-51 DRAWING NO. A2002 24 OF 98 0 ,:, " ..0 e .. 0 .... Oo:: a, Cl ..c CD • • I o::~ Wlf'l UJ I ::, If) A B C D "'~ E it 0 ,:,z ...: <( 0-' oa. t'"l I <(<( I I ~~ If) If) I I ,.If) ..c 0 .. C ~o ~z 1/1 <( 0-' c.a. E1 0(/J ~ .!. :!:'. If) ":i I CD If) ~<ii F /1::i .... 0:: ~x .. .... (/J ..c ~E ~c -.j- 1 ":': 1 2 .:I ,_ - - :111 =111 4 A5001 OVER CMU CEMENT PLASTER-~ ... . . . . .• LT __________ TJ I I -, II '• :. 3 I I \ / ' ' ' \ I ' .. . . ... : • ;, • 4 :.,, ' "' ....... ~ .... : ' . \ .., . : . ... 4 5 6 7 TOM 30.33' ~-4"X16 GA. MTL STUDS@ 16" O.C. D:'. W/ 5/8" GYP BD. EACH SIDE. (TYP.) <( w _J 0 • 0 I 0 ~ SECTION A SCALE: 3/8"=1'-0" A1001 8 . . 4 • .,,.. . . . ' • • A ••.. "' . .. . . ' :TfT 9 ----CEMENT PLASTER OVER CMU ' 0 I r--- TOP EL. 11.00 RECORD DRAWING 10 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. t')Ol 0---1~--------------------------------------------------------------------------------------------------------------------..... -/r--. t') 0 -.j-0 ?,N .., . ooo o::~ ~g-z (/J .. w (!) I-;= <( c,c, MARK RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY· DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 200 -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ARCHITECTURAL SECTION PROJECT NO. 5-51 DRAWING NO. A3001 25 OF 98 A B C D 0 "O " ..a e .. 0 .... u " ..c ii! w V) ::::, ~ E "O ~ 0 0 I{) <( I '° I ,_ ..c u .. ;;- " .... ·;;; 0 C.o:: Eo OID ~J_ :!:'. I{) ·3 I (DI{) ~ <ii F .,,.I:] .... ll:'. ~x .. .... V) ..c ~E ~ " "" 1~ 1 CEM PLASTER ---- 22 GA SHEET METAL--- SCUPPER SET IN SEALANT +I r--- LINE OF-- TAPERED END BEYOND 2 4" MIN 3 SEALANT 1 1 /2" METAL ROOF DECK ~e-------+----+-e----SECOND LA YER OF TOP OF~ ANGLE 8" FLASHING SHAPED 2x N Al LER ----¥ CMU WALL--t-i ,______.~--~~-----, CEM PLASTER ----i ROOFING MEMBRANE RIGID INSULATION ---SEALANT AND BACKER ROD ---EXTEND FIRST LA YER OF MEMBRANE TO ANCHOR ~--DECK FRAMING SEE STRUCT DWG S1002 SCUPPER AT PARAPET DETAIL NO SCALE A1002 FOM 8" 0 PIPE RAILING 12'-6" CAST IN PIPE SLEEVE (TYP) 4' -o" N I N LEDGE ENLARGED PLAN DETAIL 3 SCALE: 3/4"=1'-0" A1001 4 LL >- 0 0:: z a~ ~1tn ~ <( <( e LL~ 7'-10" co 5 METAL ROOF DECKING PROVIDE 5/8" SPACE-~ FOR ROOF MOVEMENT METAL STUDS-~ 6 PL 1 /8"x9" WELDED TO ROOF DECKING EA SIDE @ 24" OC --16 GA METAL TRACK STUD WALL CONNECTION LINE OF EPS CORNICE _J <( ::J 0 w ;i. (0 I I N (0 DETAIL 3" =1 '-o" ------t----------© _J <( ::J 0 w 2 S100 --SEE DETAIL~¥~ 7 CMU WALL-- 1 /2" CEM -----i PLASTER ON CMU NAILER 8 ~-MASONRY REGLET 9 10 ~---oooFING RIGID INSULATION OVER MTL DECK PARAPET DETAIL 1" MIN --FLASHING ---CAULKING W/ SEALANT ---CANT STRIP ~--DECK FRAMING SEE STRUCTURAL DWG S1002 4 SCALE: 3" = 1 '-0" A3001 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ,.., .;; o--1---------------------------------------------------------------------------------------------------------------4--/r-- 1'") 0 ""o ,.('I -, . ooo o::~ 0. a. /a, z V) MARK RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY· V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath,Sahadebv -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ARCHITECTURAL DETAILS - 1 PROJECT NO. 5-51 DRAWING NO. A5001 26 OF 98 0 "O ., e '-0 .... u ., .c Ii::: w (/) :::, .c ~E ~o '<I' I ':': A B C D 1 2-16 GA STUD @ JAMB COND & s I R ½' ~- FRP FRAME W1 2 CLIPS, 2 PE HEAD, 3 PER JAMB 2" I . .. •. ... , .. ,· I v \ - I I I V 6¼" - •:· . . ;-. . :,, 2 ½" 4"x16 GA STUDS @ 16 oc W/ 5/8" GYP BD EA SIDE ~ : .. I 2" T5/ 8" . I 1 3/4" FRP OR ffi DO JAMB/HEAD AT DOOR DETAIL 1 SCALE:3"=1-0" A0001 RAKE MORTAR FROM JOINT 1/2" @ CONTROL JOINT & CONTINUOUS HORIZ REINF IN GROUTED BOND BEAM CAULK PER NO TE BELOW =i,,r-7--,-7"7--+7'"7--r-7'"7"""'7"""u?'"....,..., .. · ... "'"'\ .. •. r-... SECTION AT BOND BEAM CMU AS SPECIFIED W/CELL REINF & GROUTED, SEE STRUCTURAL NOTES CONT. HORIZ -----...1---.,-:::: REINF. WHERE OCCUR CAULK W/ SYNTHETIC--__,,. RUBBER ON EXPOSED CONTROL JT PAINTED .,,.-- PER SPECS ,r ' - 3 WALLS AFTER THROUGH CLEANING (CAULKING SHALL MATCH CMU COLOR OR COATING COLOR) ~-CONTROL JOINT FILLER INSTALL @24'-0"± UNLESS SHOWN OTHERWISE ON PLANS ty--. AT ONLY PLASTER CONTROL JOINT OMIT CONTROL JOINT FILLER. SECTION ABOVE OR BELOW BOND BEAM CMU CONTROL JOINT DETAIL 5 5 NO SCALE A2001 I 4 _ _J L_ C _____ ":::] EXT f---------1 3/4" THK FRP DOOR & JAMB AT DOOR DETAIL 2 SCALE: 3"=1-0" A0001 2 AL HATCH---.. PREFAB ROOF--------.. HATCH ASSEMBLY W/ BUILT-IN FLASHING SET CURB IN SEALANT BED 0 TOP RUNG ELEVATION TO MATCH TOP OF CURB \ 16 GA TRACK-----,-~ TOP CONT i - \ L----------~I~- 0 I . 16 GA-__,,, BACKING TRACK UNPUNCHED 5/8"-~~1 GYP BD 8" MIN. . I \ 5 6 7 ,__ __ 1 3/4" THK FRP fil #10 SMS @ 8" oc MAX EXT FIXED PANEL DOOR JAMB AT FIXED PANEL (TRANSOM) DETAIL 3 SCALE: 3"=1-0" A0001 FLASHING OVER SHAPED 2x NAILER ~----VERTICAL SLIDE CLIP EACH STUD SHAPED 2x NAILER MTL DECK SEE STRUCT ~-1/4" BENT PL CONT ----ROOF BM SEE STRUCT ...__ 4"x16 GA MTL STUDS ~~ @ 16"0C. PROVIDE DBL STUDS AT WALL ENDS ROOF HATCH DETAIL 6 6 3"=1'-0" A1002 S1001 3 8 9 fat-~--CM U WA LL ---CEM PLASTER · .. • SEALANT & ms--~---"-t~+--"-~-:V BACKER ROD """"n.----FLASHING 10 ,-_J L_---, L2x2x3/16 CONT L - ----~_J------<f----FRP FRAME W/ ANGLE FRAME ANCHOR--: ~~ ffi MASONRY ANCHORS TO FRP FRAME & 0 I r--- 2'' 2" ------t---+--1 3 / 4" fil 8½" FIXED FRP PANEL ATTACH TO ANGLE FRAME EXT --..~---+---+-1 3/4" THK ~-~~ ~--~-~ FRP DOOR & DOOR HEAD DETAIL 4 4 SCALE: 3"=1-0" A0001 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I") 0) 0---1~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/ r-- 1") 0 '<I' 0 _?.N ..., -0 DD c:: ~ ~g. z (/) RECORD DRAWING ARCHITECTURAL CHANGES FRP DOOR CHANGE MARK DESCRIPTION DATE APPR. DESIGNED BY: V. DeJesus, Henry -04/28/0 DRAWN BY: Robledo, Hector --04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ARCHITECTURAL DETAILS -2 PROJECT NO. 5-51 DRAWING NO. A5002 27 OF 98 L. 0 .... 0 ., .c A B C D i E ,, ,..; 0 0 I{) <( I '° I ,_ .c 0 L. ;;-., .... ·;;; 0 C.o:: Eo OID ~.!. :!:'. I{) ·3 I (DI{) ~ <ii F ...,..1:J .... ll:'. ~x L. .... (/J .c ~E ~ " I{) 1 CAULKING-~ ALL AROUND CEMENT PLASTER 3/8"¢ EXPANSION -~ ANCHOR BOLTS (TYP.) CABINET FRAME 2 SST CABINET 3" EDGE DISTANCE SST CABINET AT WALL DETAIL NO SCALE SEALANT & BACKER ROD 1 /4" UPPER JAMB DETAIL 4 3"=1'-o" A1001 3 1/2"¢ BOLT W/ 4"EMBED HIL Tl HY150 @ 2'-8" O.C. T.O.M. TREATED LUMBER SHAPED NAILER CMU WALL W/ PLASTER FIN. SEALANT & BACKER ROD CEMENT PLASTER 4 SLOPE 2% PARAPET DETAIL 2 5 SHEET METAL COPING 2" FLASHING LAP EPS CORNICE W/ SMOOTH PLASTER FIN. ATTACHED PER MFR INSTRUCTIONS. 6 CORBEL WHERE OCCURS- SEE EXT. ELEVATIONS NOTES: 1. CORBEL BASED ON ARTISTIC ARCHITECTURAL ORNAMENTS INC., MODEL BRPL 303. TEL. (773) 205-8007. 2. CORNICE BASED ON ARTISTIC ARCHITECTURAL ORNAMENTS, INC MODEL EP2002A. 3"=1 '-0" A 1 002 A2001, 2002 1 /4" LOWER JAMB DETAIL 5 3"=1'-0" A1001 7 / <J PLASTER JOINT DETAIL 6 NO SCALE A2001 L'.I :-~.- /· 8 9 10 !~-l-1-l---l--------+-----------t--PAINTED CEM. PLASTER (WHITE) LJ r-----t-----------L-ALUM. STOREFRONT SEELJ [=--------------J__ ~ 1------~------~====t=--F.O. PILASTER BEYOND DBL. GLAZING <J 13 <J A5005 SILL DETAIL 3 3"=1 '-0" A1001 PLASTER FIN FLR 11.00 CASING BEAD RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 1~ ,.., .;; o--1---------------------------------------------------------------------------------------------------------------4--/r-- 1'1 o sto ,.('I -, . ooo o::~ 0. a. /., Ji.. 2 Ul l-"'i~~~R~E~C~OR~D='DR~A~W~IN~G-:-:-ccc:-==----------E-';=-i:-::1--l ARCHITECTURAL CHANGES 0~ :;: < MARK DESCRIPTION DATE APPR. C, C, DESIGNED BY· V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ARCHITECTURAL DETAILS - 3 PROJECT NO. 5-51 DRAWING NO. A5003 28 OF 98 L. 0 .... 0 ., .c A B C D i E "CJ -,i 0 0 I{) <( I '° I ,_ .c 0 L. ;;-., .... ·;;; 0 C.o:: Eo OID ~J_ :!:'. I{) ·3 I (DI{) ~ <ii F ...,..1:J .... ll:'. ~x L. .... (/J .c ~E ~ " I{) 1~ 1 4" "./ -:~ 1-----------;''--------<-f.-. :~·- 2 ------ :':,. . ::, /: i~ ,., ~" ::; .. , - - ---- / CANOPY WHERE ~ OCCUR ----- HEAD-JAMB SIM. - PAINTED CEM. PLASTER (WHITE) ~-1/2" AIR SPACE 1/4" CLR. VISION GLASS --------1/4" TINTED VISION GLASS FLASHING LEDGE WHERE OCCUR t-~,I-- - - SILL WINDOW-SHADOW BOX DETAIL 8 3"=1'-0" A 1001 A2001, 2002 3 N ....____ :\· ·.,· . ~'-.:~: FIELD CUT •· To FLUSH ;,i ,\~ WITH WALL FACE.•~ FIN. GRADE 4 DETAIL 10 3"=1 '-0" A2002 1 /2" Al R SP ACE 5 ~-11" W WALLCAP BASED ON VENTURA CAST STONE MODEL VERONA WALLCAP 1--z N <( ...____ _J ~ <( w (f) CEMENT PLASTER ON CMU WALL NATURAL FIELDSTONE PLANTING ~I 11 ... 111 ... 111 ... 111 ... 111 ... 111 ""•t' '.•,, ;•.1 '~-f.-'.t 6 1'-4" SQ. NATURAL FIELDSTONE PLAN 1/4" TINTED VISION GLASS (TYP) EPS CORNICE W/ SMOOTH PLASTER FINISH. ATTACHED PER MFR. INSTRUCTIONS. {-""'., ;'•.:·=:s<:~=:-:';)'.=:...,>""".-:/ 1/4" CLR. VISION GLASS (TYP) EXT. SIDE 2"x2" ALUM. STOREFRONT SECTION A 3"=1 '-o" CEMENT-PLASTER ON CMU WALL WALL CAP .. ,1 DETAIL 6 7 WALL CAP NOT SHOWN FOR CLARITY 8 B 1--z N <( ...____ _J ~ <( w (f) 9 10 23 1 /2" W WALLCAP BASED ON VENTURA CAST STONE MODEL VERONA WALLCAP 1/4" THICK II: 0 ~ I LO ..... ~-.. ·.,·· .. . ' L3/4x3/4 W/ SCREWS @ 12" O.C. ~'-4· ' ' ' ' 0 ·, ' ' ;:, ...•. :.·• .. •·~~ :j +------J.4'r~:·~:j(~> ==-1 I) ; .• (j / .. t~:'J C4x5.4 W/ 1 /2"¢ BOLTS @ 24" O.C. MAX. (3 BOLTS MIN.) DETAIL 9 3"=1 '-0" T.O.M. A2002 SHAPED 3x NAILER W/ 1/2"¢ BOLT W/ 4" EMBED HILTI HY150@ 2'-8" O.C. SHEET METAL COPING ~-CAULKING W/ SEALANT GATE N SECTION B 3"=1 '-0" 2' -8" R.O. I r ALUM. STOREFRONT I :::' 1/ 2" (TYP) A 0 (TYP) I -tO :::' 1/ :::' 1/ ..._ 0 I . :::' 1/ N ATTACHED WINDOW DETAIL 7 3/4"=1'-o" A2001 A5003 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE 3"=1'-0" A1002 LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ,.., .;; o--1---------------------------------------------------------------------------------------------------------------4--/r--,.., 0 sto ,.('I -, . ooo o::~ 0. a. /a, z(/J MARK RECORD DRAWING ARCHITECTURAL CHANGES NEW SHEET DESCRIPTION DATE APPR. DESIGNED BY· V. DeJesus, Henry -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ARCHITECTURAL DETAILS -4 PROJECT NO. 5-51 DRAWING NO. A5004 28A OF 98 A - B - C - D 0 "O ., ..a e .. 0 -.... u ., .c Ii:: w AB AC ACI ADDNL AFF AGG AIC ALT AL APPROX ARCH BEL BEV BLDG BLK BLKG BM BOBP BOC BOF BOS BP BRCG BRG BRG PL BTW cc CHKD CIP CJ CTR CL CLG CLR COL CONC CONN CONSTR JT CONT DBL DEPR DF DIA DIAG DIM DN DO OWL DWG (E) EA EF EW EJ EL EMB EOS EQ EXP EXP B EXT FAB FF 1 I 2 I 3 STRUCTURAL ABBREVIATIONS ANCHOR BOLTS ASP HAL TIC CONCRETE AMERICAN CONCRETE INSTITUTE ADDITIONAL ABOVE FINISH FLOOR AGGREGATE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM APPROXIMATE ARCHITECTURAL BELOW BEVELED BUILDING BLOCK BLOCKING BEAM BOTTOM OF BASE PLATE BOTTOM OF CONCRETE BOTTOM OF FOOTING BOTTOM OF STRUCTURE BID PACKAGE BRACING BEARING BEARING PLATE BETWEEN CENTER TO CENTER CHECKERED CAST IN PLACE CONTROL (CONTRACTION) JOINT CENTER CENTER LINE CEILING CLEAR COLUMN CONCRETE CONNECTION CONSTRUCTION JOINT CONTINUOUS DOUBLE DEPRESSED DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DOWN REPEAT(DITTO) DOWEL DRAWING EXISTING EACH EACH FACE EACH WAY EXPANSION JOINT ELEVATION EMBEDMENT EDGE OF SLAB EQUAL EXPANSION EXPANSION BOLT EXTERIOR FABRICATE FINISH FLOOR LG LLH LLV LSH MAT MAX MB MECH MFR MH MIN MISC MO MTL NIC NO NTS oc OD OPNG OPH PC PCF PERP PL OR P PSF PSI PT PVC PLCS R REF REINF SAD SLH SLV SM SPCG SPEC SQ SST STAG STD STIFF STL STRUC SYM T&B THK TOC TOF TOG TOM TOS TOW TS TYP UON W/ WP ws LONG LONG LEG HORIZONTAL LONG LEG VERTICAL LONG SLOTTED HOLES MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING METAL NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE HAND PIECE POUNDS PER CUBIC FOOT PERPENDICULAR PLATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE PLACES RADIUS REFERENCE REINFORCING SEE ARCHITECTURAL DRAWINGS SHORT LEG HORIZONTAL SHORT LEG VERTICAL SHEET METAL SPACING SPECIFICATION SQUARE STAINLESS STEEL STAGGER STANDARD STIFFENER STEEL STRUCTURAL SYMMETRICAL TOP AND BOTTOM THICK TOP OF CONCRETE TOP OF FOOTING TOP OF GRATING TOP OF MASONRY TOP OF STEEL TOP OF WALL TUBE STEEL TYPICAL UNLESS OTHERWISE NOTED WITIH WORK POINT WATERSTOP I GENERAL G1 G2 G3 G4 G5 G6 G7 GB G9 G10 G11 4 I 5 I 6 I 7 I 8 I 9 I 10 STRUCTURAL NOTES STRUCTURAL STEEL THE NOTES AND TYPICAL DETAILS ARE APPLICABLE TO THE ENTIRE PROJECT EXCEPT WHERE SPECIFIED OR INDICATED OTHERWISE. S1 STRUCTURAL STEEL SHALL CONFORM TO ASTM A572 GRADE 50 OR C9 SPLICES IN REINFORCEMENT SHALL NOT BE PERMITTED AT POINTS OF MAXIMUM STRESS EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER. ASTM A992 WITH Fy= 50 KSI AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATION ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION. DESIGN, FABRICATION, AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDINGS C10 LEAN CONCRETE REPRESENTS CONCRETE WITHOUT REINFORCEMENT. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, ALL DIMENSIONS CONTROLLED BY OR RELATED TO EQUIPMENT AND INSTRUMENTS SHOWN ON OTHER DRAWINGS. THE STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY PROPER BRACING, REINFORCING AND BALANCING WHEREVER ADDITIONAL CONSTRUCTION LOADS MAY OCCUR. ALL WORK IN THIS PROJECT SHALL COMPLY WITH THE SPECIFIED SECTIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND SHALL BE EXECUTED IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, AND CITY CODES AND REGULATIONS. ALL ASPHALT CONCRETE, CONCRETE PAVEMENT, AND OTHER EXISTING SURFACES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO THE ORIGINAL CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE. S2 S3 S4 S5 ALL BOLTED CONNECTIONS USED FOR STRUCTURAL FRAMING SHALL BE MADE WITH BOLTS CONFORMING TO ASTM A325, ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BOLTS CONFORMING TO ASTM A307, HOT DIP GALVANIZED . LOCK NUTS OR LOCK WASHERS SHALL BE PROVIDED UNDER THE NUTS. WELDING SHALL CONFORM TO THE UBC AND THE LATEST AMERICAN WELDING SOCIETY OR "AWS" STANDARDS. WELDING SHALL BE PERFORMED BY A PROCESS APPROVED BY THE ENGINEER WELDERS SHALL BE CERTIFIED BY AWS. ELECTRODES SHALL BE E70XX CLASSIFICATION UNLESS OTHERWISE NOTED. ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE AND OIL AFTER FABRICATION, THEN GIVEN ONE SHOP COAT OF RUST INHIBITIVE PRIMER. ALL UNPAINTED SURFACES AND SURFACES WHERE PAINT HAS BEEN DAMAGED AND/OR MASKED SHALL BE GIVEN A FIELD TOUCH-UP COAT OF PRIMER USED FOR THE SHOP COAT. ALL EXPOSED STEEL SHALL BE GALVANIZED. CONCRETE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS REQUIRED IN THE SPECIFICATIONS. C1 THE MINIMUM 28 DAYS STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOWS: UNLESS SPECIFIED OR SHOWN MORE RESTRICTIVE IN THE LATEST EDITIONS OF THE UNIFORM BUILDING CODE (UBC), ACI CODE, AISC MANUAL, AND AWS CODE, CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF THE C2 DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON C3 THE DRAWINGS. FIELD MEASUREMENT OF DIMENSIONS AND ELEVATIONS OF EXISTING AFFECTED ITEMS SHALL BE MADE PRIOR TO THE START OF CONSTRUCTION. SAFETY NOTE: A) IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. B) THE ENGINEER, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR TIHE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. C) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED. ANY LITIGATION PROMPTED BY THE METHODS OF SHORING WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE A CONFLICT C4 OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS. C5 THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES . C6 NORMAL WEIGHT CONCRETE, F'C = 4,000 PSI. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON THE DRAWINGS): A. CONCRETE CAST AGAINST EARTH OR SLURRY WALL B. SLABS, WALLS, AND JOISTS 3" 1 . 2. DRY CONDITIONS EXPOSED CONDITIONS 3/4" 2" C. BEAMS AND COLUMNS 1. 2. DRY CONDITIONS -SPIRALS, TIES, STIRRUPS -PRINCIPAL REINFORCEMENT EXPOSED CONDITIONS -SPIRALS, TIES, STIRRUPS -PRINCIPAL REINFORCEMENT 1-1/2" 2" 2" 2-1 /2" GENERAL: A) NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED. B) REFER TO ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL INSERTS, SLEEVES, CLIPS, AND GROUNDS TO BE CAST IN CONCRETE. ALL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND EMBEDMENTS NOT SHOWN ON STRUCTURAL DRAWINGS, BUT REQUIRED BY OTHER DRAWINGS OR SPECIFICATIONS SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. C11 C12 C13 C14 C15 C16 C17 UNLESS OTHERWISE SHOWN, ALL DETAILING, ERECTING, AND FABRICATION OF REINFORCING AND THEIR ACCESSORIES SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE OF THE CONCRETE REINFORCING STEEL INSTITUTE. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE, MILL SCALE OR OTHER MATERIAL WHICH MAY IMPAIR BOND WITH CONCRETE. ALL ANCHOR BOLTS AND EXPANSION ANCHORS SHALL BE TYPE 316 SST. NO FIELD WELDING OF REINFORCING STEEL IS ALLOWED WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. ALL DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WHICH ARE TO BE SPLICED TO THE DOWELS, UNLESS NOTED OTHERWISE. ALL STANDARD END HOOKS FOR REINFORCING BARS SHALL BE 90-DEG. HOOKS AND 17 X BAR DIA. IN LENGTH. ALUMINUM MT1 SEE SPECIFICATION FOR ALUMINUM STRUCTURAL MEMBERS, ALLOY AND PROTECTION. A. ALL CONNECTION BOLTS SHALL BE 3/4" DIAMETER TYPE 316 STAINLESS STEEL, UON. - B. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE SHOP PAINT >-- ACCORDING TO SYSTEM 208 OF SPECIFICATION SECTION 09800 "PROTECTIVE COATING" C. WELDING SHALL CONFORM TO THE LATEST EDITION OF OF AWS D1.1. WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED BY AWS FOR ALUMINUM. H. SYSTEM 208 METAL ISOLATION: A WASH PRIMER (0.5 MILS) SHALL BE APPLIED, FOLLOWED BY ONE COAT OF HEAVY BODIED BITUMINOUS PAINT, SUCH AS KOPPERS SUPER BLACK, TNEMEC f5-465 QR EQUAL (8 MILS). TOTAL THICKNESS OF SYSTEM l8.5 MILS) MASONRY M1 CONCRETE BLOCK SHALL BE NORMAL WEIGHT AND SHALL CONFORM TO ASTM C90, TYPE 1 (GRADE N-1 ). MINIMUM COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL BE 1,900 PSI. M2 CEMENT USED FOR MORTAR SHALL SHALL CONFORM TO ASTM SPECIFICATION C150. - C/) ::i FFE FG FINISH FLOOR ELEVATION FINISH GRADE FOUNDATION/EARTHWORK EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS. M3 M4 SPECIAL INSPECTION IS REQUIRED. ! E 5 0 0 C/) I '° I ,, u .5 ;!), -., .... ·.; 0 C.o::: Ec:i Q(I] FLG FLANGE FND FOUNDATION FOC FACE OF CONCRETE FRP FIBERGLASS REINFORCED PLASTIC FT (') FOOT /FEET FTG FOOTING GA GAUGE GALV GALVANIZED GRTG GRATING GT GROUT HOR HEADER HORIZ HORIZONTAL HSA HIGH STRENGTH ANCHORS HSB HIGH STRENGTH BOLT ;;?, .!. :'.:'. 'f ICBO INTERNATIONAL CONFERENCE 1fi ,n OF BUILDING OFFICIALS I .. F ID INSIDE DIAMETER 3~ IN (") INCH ., !1;i INSUL INSULATION ~ INT INTERIOR vi INV INVERT .c ~ E JST JOIST ~ ,g JT JOINT 10 DESIGN LOADS REFERENCE CODE 1997 UNIFORM BUILDING CODE LIVE LOAD ROOF .................................................. 20.0 PSF FLOOR/GR A TING .................................. 100 PSF SLAB ON GRADE .................................. H20 LATERAL LOADS WIND .................................................. P=qslCeCq WHERE: Ce= EXPOSURE C Cq = SEE REFERENCE CODE qs = (70 mph BASIC WIND SPEED) I = 1.0 SEISMIC ........................................ (SEE REFERENCE CODE) WHERE: Z = 0.4 (ZONE 4) I = 1.0 Co = 0.57 Cv = 1.02 F1 F2 F3 F4 F5 REFER TO RECOMMENDATIONS IN THE GEOTECHNICAL INVESTIGATION, REPLACEMENT OF "14TH" STREET PUMP STATION, ORANGE COUNTY SANITATION DISTRICT, NEWPORT BEACH, CALIFORNIA DATED MARCH 28, 2003, BY DIAZ -YOURMAN & ASSOCIATES, PROJECT NO. 293-05. ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN IS 1,000 PSF MINIMUM FOR FOUNDATION ON NATIVE UNDISTURBED SOILS. FOOTINGS SHALL BEAR ON SOIL COMPACTED TO 95% RELATIVE DENSITY PER ASTM D1557. ALL FOOTINGS SHALL BE FORMED. FOUNDATIONS MAY BE PLACED IN NEAT EXCAVATIONS, PROVIDED WRITTEN PERMISSION IS OBTAINED FROM THE STRUCTURAL ENGINEER AND FOOTINGS ARE INCREASED THREE INCHES IN WIDTH. NOTIFY THE DISTRICT 72 HOURS IN ADVANCE OF PLACING CONCRETE. Cl CB ALL REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A615, GRADE 60. BARS SHALL BE CUT AND BENT IN ACCORDANCE WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE AND ACI 318. UNLESS SPECIFIED OTHERWISE, THE LENGTH OF LAP FOR SPLICES SHALL BE AS FOLLOWS: TOP BARS* #4 #5 #6 #7 #8 #9 #10 LENGTH (INCHES) 33 41 49 71 81 91 101 OTHER BARS #4 #5 #6 #7 #8 #9 #10 LENGTH (INCHES) 25 31 37 54 62 70 78 * TOP BARS ARE ALL HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. PROVIDE STD HOOK AT BOTH ENDS OF ALL TOP BARS. M5 M6 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A-615, GRADE 60. ALL REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 50 BAR DIAMETERS, UNLESS OTHERWISE SHOWN. ALL CELLS SHALL BE GROUTED. GROUT SHALL BE PLACED IN MAXIMUM FOUR (4) FOOT LIFTS. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - ,.-, .;, KO KNOCKOUT o---l..,_ililiiil __________________________________________________________________________________________________________________________________ ,.._ / r--1'1 o st-a ,..N -, . ooo 0::: ~ 0.. a. / ., zC/) & RECORD DRAWING MARK DESCRIPTION I )3/0, DATE APPR. DESIGNED BY· Cheng, Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sohadev-04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I L§l!f LEE&RO. Inc. I I I I REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL ABBREVIATIONS AND NOTES I I PROJECT NO. 5-51 DRAWING NO. S0001 29 OF 98 0 ""O ., J5 e .. 0 .... 0 ., ..c: 0::: w (/) ::::, A B C D ~ E ""O 5 o~ ~o VJz I < ~_J Ill a. I I _'.9-VJ 01 "in .l:,1 ;!),Ill ., .... "iii 0 a.a::: Eo OID ~.!. .,-, Ill "'I ~Ill I •• F ~~ /W .... 0::: ~x .. .... (/) ..c: =:i'. E ~c Ill 10 1 • a L 2 A B 5'-10" ... ... B .. 3 2·-11" 2' -6" WALL BELOW C = ' I I I I I ~HINGE (TYP) 4 5 (TYP) .K-X,.~ ><, = -~)'), \-vx '\ ' "x = I 'Y' I >":x I X I ~ I I I I I I I 6 40' -o" 7 I 4'x4' H-20 RATED AL COVER (TYP) 1V ns IX , A / ' = '< ' = 'X X ~ > ' N X 7 4'-0" SQ OPNG (TYP) .-K "-J'xX = ' X 2'-6" WALL BELOW E 8 9 10 NOTES: 1. 2. SEE CIVIL DRAWINGS FOR TOP SLAB ELEVATIONS AND COORDINATES. FOR MASONRY OPENING DIMENSIONS AND LOCATIONS NOT SHOWN SEE ARCH PLANS AND ELEVATIONS. 3. FOR DETAILS OF MASONRY CORNERS AND WALL OPENINGS, SEE DETAILS 1 & 2 OF DWG S5003. 4. HIL Tl RE500 INJECTION ADHESIVE ANCHOR SPACING TO BE 3 1 /4". A. PROVIDE 8 7 /8" EMBEDMENT @ ENDS OF WALLS & JAMBS. B. PROVIDE 5 5/8" EMBEDMENT TYPICALLY. 1 I _j I I ~ I I I I I I I I I I I 0 I {O I ~ S3002 I I I I I I I I I I I I I I ;r I I I I I I I I '..:t I I_ #5X6' LONG DIAG~ AL - LATCH-I I I I I -I I I I I I I I I I I I I I I I I : -7 T ---c:i I ---+---:----+-~,~-+-----® TYP. I J L ____ "".:::-:::. ____ _J L ____ = ____ _J L ____ = I I I I I I I L ____ ____ _J L ____ ____ _J L ____ ____ _J = = = = = = I -'////7.1 IY///////J r'".///////////////////////////////// / /,,;-y=~,;r////////////// yff//7,7,,,1/liTI_J ---+---c:o--+-r-------------L---~-~---r-----------t---l----------------1----,----------------------------------------f---.,----r , / 1111 I I I I I I I I I I I 4' -0" I / 1111 iADD 2 #5(TYP)~-~· o·1 10· 10" i1, 5"1 i i1, 5"1 ' /1111 (Q I N I I {_-I I I -I - I I I - I ' I '/!!J._ I t---I • • I I I I '7/ II .... : I I I : .& L ___ _J. ___ i----------------t--,'/, ~ _\--+---+------+- 3 ... ..ii A '" S3001 : I I I I : ,,,--....._ ~ TOC EL 11.00~ : ,,...--...._ YI~ [iTIJ __,.!~1---(Q-+- 2' -6" 11 4,_0.. I I ,1,r-2 #7 T&B I : 6 )..; : 1 :,,:: 1111 ,,,' 1 : OPNG ~I~ V V 6ttJil~~ OF .& : ~-+-S-5-00-1---<AL LADDER I S5004: : ~ ::!:--°i1 ---i------• - -I I I ...___,. ADD 3 #7 T&B \ I I /,1111 N ,-'--------+-,, I / ,I 6 I HOOK TWO I I / 1111 I ~------------i _ _ _ _1/ / OPENING FOR,-I I ENDS @6" SPCG j 3'-4" : 7"/ !117 --+------+-I ~ x <x I / HVAC DUCTS I I A5002 1 / I ' ' / _J ----,---co-+-<t I I[) 0 C) I z -Q_ {O 0 □ ~ I :J BELOW 1 1 -AT ROOF :---" - -1 ----: I i ~~~ I 8" I ~ I I :J - -- -' i;::J;:;r - - - -I L--i=-r-"'-~,--~""r="r:::::::;::::::,:1;;,\ \ I II : IL--';/ :::: ' ~ ! II II // XI : -,--._ ~: t;==:-, :I ~ I ~ 0 I 3' -0" I ~ 6" WIDE 1 -------':_METAL STUD n_ 1 h ,. , --+----'s.,----+ 2'-6" I I I / ' I CURB : D ;--._~ 1 WALLS TO ROOF t0 o: ~~ : )?1----___J ~" I :J I TYP. I ..--i-----v , . ~EE ARCH DWGS I 0:: I ~ I t) I' ...l ---l---...l)(';:11 00 1-1 1 , / 5~ 0--;; - -, -=--==t --- --8• _ 2.. :1 , ~ ~ v-st ; :1 t---c-,---..... 1 ~~vv, '----<-ou TLI NE oF LEDGE v, ........--~ '..:t-SEE DETAIL IN DWG. ADD 2 1 S1002 4'x6' H-20 RATED--+-~ #5(TYP) I[) AL COVER ------, __,__ / / J ~ , l l I r _ _ _ ON DWG S1005 ✓"/ / / / / ,t'~J✓;;,~..:i' V / / / ·~ 4 N // /JI UI' )'t--2 #7 T&B / / , ) I 15'-11" ~ l'v ~~ ___ JTP~GE6"FCH __ --/--_ _ ~, --~ ____________ ~ CLEAR OPNG 8" MASONRY ~--+--+-----v -,~ 1~ ffi (SOLID GROUTED) AL HANDRAIL PER--~/ _j '"-_ #5 @ 12 OCSD STD DWG S-130 CJ DOWEL (TYP) 6" WIDE CURB AT FIRST STEP HEIGHT 3T @ 11" =2'-9" 8' 3' -4" 4R @ 6" =2'-o" MO J 1 ADDITIONAL #7 REINF. T & B EA. SIDE. 3' -4" 3' -4" 7' -4" MO TOP FLOOR PLAN SCALE: 3 /8" =1'-0" 12'-3" 1'-9" 5'-6" 8' -0" - 1 S5003 (TYP) '---+-CORNER REINF. - 2'-6" EMBED 8 7 /8" SEE NOTE 4. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. l'"l <» o--1.,_ __________________________________________________________________________________________________________________ ...,._ /r--l'"l 0 sto ,.('I -, -Q<Xl 0::: ~ a. a. / ., z(/) 0~ :;: < MARK ClCl RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION 0 06 DATE APPR. DESIGNED BY: Cheng. Clayton -04/28/04 DRAWN BY: Robledo. Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION TOP FLOOR PLAN PROJECT NO. 5-51 DRAWING NO. S1001 30 OF 98 0 "O ., ..a e .. 0 .... u ., ..c: A B C D 1 2 3 4 5 6 7 8 • C A ◄ I-----, D E 1 TOM EL 29.67 8" (TYP) 6' -1 o" 2 EQ SPCS = 10·-10" 7'-0" ~ EQ SPCS = 1 o' -4" 3'-8" 8" (TYP) 6' -6" I TOS EL 25.00 . TYP. 3 LEDGER 1 I I (SEE NOTE 4) ,, I/ I, I, OOF I, I/ I, I/ ANGLE I S5002' S5003 (TYP) SEE 0 ~ NOTE 3 I -I w ,I/ Q_ 0 _J (/) CONCRETE CANOPY@ R & MEZZANIN E 1,i,, I, I/ I• ~ V,/ / / / / / / / ( / / / / /, 1/ / / / / / / / / / // / / / / / / / / / / '/// / / / / / ///////I////// I/////// '/ / / / / / / / / / / / / / ~ v~~~~~1----, '~--------"~---+---~· 7~'///////// ~ , , ~ ~ ~ ~ \ 7'" --~ V , X X X X --[/ I/ , ~ ~ ~ ~ 1 [/[/ V • --~ ros 3 TOS EL 25.28 . ,A . . v ,' ROOF __ _.___ 3,_0 .. * * C8x11.5 (TYP) S5002 25.00 [/ /~:-~~~[SS \ 0 ~ ~ ~ ~ SLOPE 1½" MTL DECK_/ ~: 6 /'?'"~ LAV 'f ~ / / * i ~ r;; (SEE NOTES 1 & 2) r;; ! A5002 -~ I~" -~ *I '-/ -V,'. [/ , '-------1s "'".--+-1---+--+ OUTLINE OF-------A '\ I/ OPENING FOR ,i ,. C8x11.5 (TYP) ~ 1 1"'\. :~g~l~~AL ROOF ABOVE <---~ [/ HVAC DUCT t/[/1/ ~ ~ r-,--.,....,..---,-1----t--+ C8x11.5 WHERE S500o/ V,'. (DP) -----~-• T V fJ I~ * '\ ff{~f REQUIRED. ~ 0::-f--,... _--~--_--___,,;;;;;;..;;;;;;..:;;;;;..;;;;~ r; .... w -I-.... 0 lz L[) ~ w w r.n . . . f;;t/ * ,1 :1 */\ s5oo5 1 !E /\ :1 rv/ C8x11.5 (TYP) * / > V ~ ,~------~ , l,'----+----f---+---ill • . ~---+----~ : V 1'-1 o" ///////////////////////////'///////"///V// 9:_///////1//// '/////V//Y////// :r::- , I/ , ,, OJ 0 ~ I -~ 2'-3" -/ J -" \ v ,;, , , 1r/ SIMILAR 4 TOS EL • 4 •~v ///////////X////, (TYP) S5002 25.28 'S5003 J -~ 6" TY...._P_U__,,O . TO EL 25.28 16'-o" 2' -0" 7'-4" 12'-o" 4 * LOCATE PER HVAC EQUIPMENT /HATCH INSTALLATION DWGS. , ,, #5 @12 TOP , ,, ~ EW , L, / =~c . F G EL ±9.00 " <1 w .. TJJ_ . :11 Ill \/ - 1 S5002 D SEE NOTE 4 \_ TOS EL 25.32 ' 8" I 11'-6" 3•...:.o"-N ~ .. • " Ll <1 ROOF PLAN 3 SCALE: 3/8"=1'-0" 1'-10" FOR REINF. DETAIL SEE PIPE POST 2 (TYP) ' ~ 0 I I N ~ ~ <D I I N <D I I I I ;_; L _ _J L _ _J <D ' I ~ I N N 4' -0 11 12' -6" B LEDGE PLAN SCALE: 1/2"=1'-o" I I E Ll LJ <J " " PIPE RAILING SECTION SCALE: 1 1/2"=1'-0" B 1 1 /2"r/J VERT. POST SEECu ~ EPS CORNICE ATTACHED PER MFR. INSTRUCTIONS " <1 Ll "" ~ I 2·-5• I NOTES: 1. FOR 1 ½" MTL DECK, USE 18 GA BHP (ASC) B36 DECK (PER ICBO 2757) OR IB GA VULCRAFT 1.5BI, (PER ICBO 3415) OR APPROVED EQUAL. GALVANIZED DECK (G90) IMIN = 0.302 IN SMIN = 0.321 IN 2. MTL DECK WELDING: - 7 PUDDLE WELDS PER DECK SECTION -TOP SEAM WELD AT 24" QC 4 3. L4x3x1/4 LLV W/ 5/8"r/J AB @18" SPCG, 3" MAX FROM THE ENDS, 5" MIN EMB. 4. FOR TOP OF MASONRY ELEVATION BETWEEN LINE D & E AND 3 & 4, SEE ARCH DWG A2001. 9 10 3 .. ~ I, I, 1,1,, I, I, ) 2 I, I, 2-#5'S CONT (TYP I /--< A5001 ' 1,1,, • I, ,AA 16 I, ex TOS EL 25.00 . I I I ' I/ I I ~ I . I I I . [JI/ #5 @16 (TYP ) 4'-0" WIDTH WALL WITH DOWELS EXTENSION TO ROOF AT LADDER. l,•p., #5 @32 (TYP ) 8" MASONRY . I/ SOLID GROUT ED I, L, I/ ........ ,, I/ <D Q_ ,, I/ I >-I- L, I/ N -....,, ,. TOC EL 11.00 ~ " • <1 I . " '<1 . I, 8" "' • " <1 • " . <1 , ff TOC EL VARIES (D STD HOOK_/ L ~ ........ w Q_ (TYP) " >-;,. I-<1_4 EL 7.00 -....,, I / -~ 6" " <1 . ! 11'-9" I I 1'-8" SECTION A SCALE: 3/8"=1'-Q" RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ROOF PLAN, LEDGE PLAN AND SECTION 5-51 DRAWING NO. S1002 31 OF 98 0 "O ., ..a e .. 0 .... u ., ..c: A B C D ! E .,; 0 01}'.'. ~o en ID I I '° ~ I lO lO I ,.,-lfl u .5 en /~ ., 0 :!:::Z en < Q__J a.a. El o en _s?.-.!- .... l() =1 lil l() I "F en en < u.. /w .... I}:'. Ql X ., .. .... en ..c: ~E ~ ,g 1 F a CORNER 4 REINF (TYP) S5001 2 L L A B 5'-10" 1'-0" CLR 3 2'-6" 0 0 N r---N X _J Ow ~ (/) ~ - 1 V '(5002 (TYP) - 4 16'-1'' ____.... C 111,,,. S3003,. ,. 1½" FRP GRTG SEE NOTE 1 5 6 42'-11" <t_ CONSTR JT r 9" WS (TYP) 3' -4" \ -"\ ~ 7 21'-10" 2' -6" 6 SPCS @ 3'-0" -18'-Q" 3 7 I (TYP) l (TYP) I 'S5002 /~S5~02 1 - I ~ W12x35 MONORAIL BEAM ABOVE TOS EL 8.42 ~-J~--------,-:_-~------------------<~~"----"I ~[-+--- 1 o ~+-o o ro ro -'h W8x10'-. 1--~ <D I N 0 I ' X ":J°" X x x x ~ ~ 1t, 0 I OCJ V OCJ OCJ OCJ OCJ ::.; X NN r--'. ~ ?~t---... ~ ~ ~ -.g2 1 , W8x18 ~ 8 E 0 I N n I N -<D I N 0 I LO OCJ I -~ 6 ci nN:1' \,_ _) (TYP) ) ___ ,___ _ ____,f-----+-- ~ (/) 0 - ~ ~1 4 . 4 I ~ S5002 (TYP) (TYP, S1005; l""l 6 / I\ , r--... W1 2x35/-.., / i\ (TYP)t--S-5-00-2-+--+------i\J L.J+--,~6, LJ~~~~=::::::::::::~~=C~1~0~x1~5~. 3~~=;-f£...:!J.~7 \,_-+_,,,+-t\__--i 1-l---·-----------+-+- '.,_ ___ __j~----~-~B~R~ID~G~E:......2B~M~~--....:::::::::::::: _ _J_ ___ --l-_ _ ---- -_ (BY CRANE SUPPLIER) , n ""' )N • 1 ~ --- ' OCJ 8 • <D I ~ 9 NOTE: 1. PROVIDE GRATING STOP PER 1 .... .1111 B ._ S3002 2 .... .1111 A '111,. S3001 5 DETAIL 2, SHEET S5001 & KICK PLATE PER DETAIL 5, SHEET S5001. S5002 (TYP) 10 '/"-. PER OCSD STD u '- S5002 TTYP' 6 v 7 1/1 1. ~ ,o-= +---f"c-"'+---t--+--+-+---t➔~ > ~ I t~ S5001A S5001 :AL LADDDER AL HANDRAIL--+---___,, ' o "-l""l ' --• ..-----DWG S-130 (TYP) ( n-. "" / "'--......... ----..---------------..-------------~'------------------...... ----4-~~ I "--~-HANDRAI {O \ \_\ _ ~Ox15 . ..J_ STRINGER TYP. "-. \ I --1 0 ( ) 9 ( ) (TYP) I 2'-6" 2'-0" 2'-6" 13'-5" I ,, TYP --+---1 TYP CD ' S5002 ,, S5002 N ' 7 ' '7 --4' -6" 3'-6" 13T @ 1 o" = 1 o' -1 o" 14R @ 7½" -8' -9" CRANE AND PLATFORM PLAN (TOG EL -6.50) SCALE: 3/8"=1'-0" 7' -o" 2' -6" 4 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING, ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 10 l"')m o--lto----------------------------------------------------------------------------------------------------------------------..... -/r--"'0 v 0 ,.N -, -0 IX) I}:'.~ a. a. ,.,-., z en A RECORD DRAWING MARK DESCRIPTION DESIGNED BY· Cheng, Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chiroyath, Sahodev -04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L;Jf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION CRANE AND PLATFORM PLAN PROJECT NO. 5-51 DRAWING NO. S1003 32 OF 98 A B C D 0 "O ., ..0 0 .. .. 0 ~ u ., .c Ii:: w V) ::::, Cl ;,: E "O "" 0 oo:: -o Vl!D .!-1 It)-I It) It) I /It) u ::, .. ~ "' ,...,._ ., 0 ~z "'< 0 _J a.a. El 0 V) u1 ,...,._ :!:: It) ·-I iil It) I •• F "' V) < ... /W ~o:: a, X ., .. ~ V) .c :;'. E -c It) I '?. 1'"J Ol 0 /r-- I'") 0 sto ,_N -, -O<Xl o::- ~g-zvi .. w A (!) I-MARK ;=< 00 1 A F FILL THIS AREA ---- W / LEAN CONCRETE TO FINISH GRADE L 2 B 5'-10" 2'-6" 3 4 5 6 7 E 37'-11" 2' -6" ...11111 ADDITIONAL #9@12" EF\ ALTERNATE W/ HORIZ C REBARS @ 6" ◄ '23002; (TYP AT 2 CORNERS) ~=------------------,------t-----, 10'-o" (TYP1 I / ...._ 8 9 NOTES: 1. SEE OCSD STD DWGS S-112 AND S-113 FOR PUMP PAD INSTALLATION. 2. FOR ALL PIPE PENETRATIONS SEE MECHANICAL DWG M1003. 10 3.* INDICATES ELEVATIONS AND LAYOUT SIZES OF ALL EQUIPMENT PADS & ANCHOR BOLTS INDICATED SHALL BE COORDINATED WITH MANUFACTURERS DRAWINGS. 4. PUMP PAD SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDAT RECOMMENDATIONS. SEE DWG S3001. co I N 1 ------24" PIPE PENETRATION ~--.-~-------------,-----------,-------' ............ ------~=~ -_V / B > ,II Ill,._ >---/--+---+-------------------+-----------------___,,__ ______ _, S3002 ! --~ ------ADDITIONAL #9@12" ALTERNATE W/ HORIZ • co ..... ,.. CX) I REBARS @ 6" 2 (TYP AT 2 CORNERS) ----=-----1i-~""~,~~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-::~~~~-:_~~2~%~0J,S~L;s;o~P~E==-=-=-=-=-=-=-=~~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=~-ti=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-f~-=-=~-i=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=~-;;;z_~-fr---l~r--1~~T1 r--1 "'-EL -15.50 ~ 16'-o" ,, EL -16.50 ~ ~ -- OPNG FOR 3 / 1 0" ¢ PIPE t------+--~ PENETRATION S500 1 L - - AL 6 \ 7 LADDER s5ooy s5001 -- 2'-6" RECORD DRAWING DESCRIPTION ~-EL -15.60 I 1¥-------------ttt--------------i 18" i...._ / -0 1 1 INTERRUPT #9 @ 12 TOP __,,, SUMP 1 .11 A .. _1 w (l... 0 _J VJ 6' -8" 3• -o"* EACH SIDE OF TRENCH CUT 2" ¢ HOLE FOR------LD I ULTRASONIC SIGNAL i:::::,EL -18-50 S3001 I ~ SEE DWG M3005 E , I #7 @1 2 TOP_/ -~ 1 2' -0" LG. 2" FR P GR TG--------'= 1 7"-"-1-4-:,-0::-,, --t (TYP) I I 11 3 OPNG FOR 10"¢ PIPE ---+1---, PENETRATION I I I -~ --+ _ _J _ -a - - -~ - _ _I_ - - - - --+--_ _l_ --+-- ' I * I I w • I (l... I 0 I 0 I I _J LD VJ ' " 10'-o" PUMP PAD (TYP) (TYP OF 3) /EL -15.25 I TOC EL -15.25--\ /) UP '\) 12 .... D ◄ S300) "1111(: - N V I _...L_ --I t----t----------I f----t----- Ol I N 1 S5001 (TYP OF 2) I TYP S5002' ----+-+-----+---------,f-----'' N I n 6'-6" 21'-11" DESIGNED BY· Cheng, Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chiroyath, Sahadev -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 6'-6" .. C S3003 ► -,, 12" 21'-10" Ct_ CONSTR JT BOTTOM PLAN SCALE: 3/8"=1'-0" Liff LEE&RO. Inc. 3' -o" 4'-o" 2' -6" 4 \ ADDITIONAL #9@12" OUTSIDE FACE ALTERNATE W/ HORIZ REBARS @ 6" (TYP AT 2 CORNERS) RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. PROJECT NO. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION BOTTOM PLAN 5-51 DRAWING NO. S1004 33 OF 98 0 "C ., ..a e ... 0 .... u ., .c Ii: w Vl ::i A B C D ! E I{) 0 0 0::: -□ Vl(D I I in-I IJ'l IJ'l I /IJ') u .s 1/l ✓-., 0 :!:Z 1/l < Q__J a.n. El o Vl ~.!. .... IJ') "'I ~ IJ') I ,. F ~~ /W .... 0::: ~x ... .... Vl .c =:i'. E -o IJ') 10 1 2 3 4 5 6 7 8 9 10 2 C AL HANDRAIL E TOG EL -0.25 ,,,--,,---<. FLANGES ALSO (SEE NOTE 1)--~ 1 1 /2" FRP GRTG TOG EL -0.25 V 9T @ 10"=7'-6" 3 J __ \ 7 _, vvv C10x15.3 .... -~ - - - - - - - - - - -tj A -,, 10R @ 7 1/2"= 6'-3" ~ ~ 0 --~,>-I t0 tj VV DUCT OPNG TOG EL -6.50 -I 1 ~ / LO ---... V t0 iN / IX -V V :a g V V -~ .,,,,,.,,,~~~-~~~~," )\ I u '(TYP) V V ' 11 ~-~-__ '::10x15.3 -~-__ -_ -_C1-Qx1_?.3 ___ ~] v --E• S5002 ~ ~ L EL 11.oo~ X (TYP) S5002 ~ ~~ jC10x15.3 _ v~ V m --'f ON ~ ~ I "' ' 1 0 '-' /v / ,,,_~ I t0 (/ au ',, I ,......+-----<(TYP) ~ ~ r , u ',,, v s5002 tj V --------------------" ~~ \ 7 ------C1Ox15. 3 -----------f / ~ ~ v / // /'/ / J --r / / //'/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //'/ v ~ ~...._ __________________________________ __.,~._'._/'._/'._./'._./'._/'._/'._//._.· .... /·.......,./v ..... /'./...,../...,.1/........,·~ 8" 3'-4" 3'-4" 3'-4" 3'-8" 17T @ 10"= 14'-2" 3'-o" 6'-o" 18R @ 7 1/2"= 11'-3" STAIRWAY PLAN SCALE: 3/8"=1'-o" 't_ 3/4"¢ A307 BOLTS 1 ¼"f-- NOTE: 1. PROVIDE GRATING STOP PER DETAIL 2 OF SHEET S5001 & KICK PLATE PER DETAIL 5 SHEET S5001 TYP, TO BOTTOM 1/4 FLANGE OF C10 C10 ill C10 TYP 1/4 TOG EL -6.50 1 ½" • • • • W8 ~ L3, 1 /2"¢ A307 BOLTS ~ W8 3 SIDES 3116 \../// -... V ' ' ' 2-3/4"¢ BOLTS EA LEG ,, r.--+-------. 3/4"(1) A307 I _____ __. t0 v V BOLT -----t-t-- V v V I/ I/ 2-1/2" I. _1 _ .I 2-1/2" 17/ // / EAM C10 B -------------------- W8 OR W12 DETAIL SCALE: ½"=1'-0" 0 0 ' I C10 I I I ~L3x3 I I I I ! ~ DETAIL 2 SCALE: 3"=1'-0" f ' L3x3 POST-~ C10 PLAN DETAIL 3 SCALE: 3"=1 '-0" ~ L3, 1/2"¢ A307 BOLTS 3/8" PL (TYP) I ( co t0 X t0 X t0 __J W8 3' -o" -,--------! I I I ~ C1Ox15.3 • • • • NOTE: HANDRAIL NOT SHOWN FOR CLARITY OPP 1 HAND • • • • W8x18 W8x18 W8x18 3'-o" "-------1 /4" FITTED PL STIFFENER W/ 3/16 WELD. 1" MIN PLAN DETAIL 4 SCALE: 3"=1'-0" S1003 1 ½" 1 ½" 1/4 NOTE: 1 ½" 3½" 1 ½" PL 3 /8" x3x8" ..............~3/4"¢ A307 BOLTS BOLTS SHALL BE OFFSET FROM CENTER LINE OF BEAM BELOW. SECTION B SCALE: 3"=1'-0" RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ,.., <» a--1---------------------------------------------------------------------------------------------------------------,...._ /r-- 1'1 o sta ,,('I ..., . Q<Xl 0::: -n. a. /a, Z Vl RECORD DRAWING ARCHITECTURAL CHANGES MARK DESCRIPTION DATE APPR. DESIGNED BY: Cheng. Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STAIRWAY PLAN, SECTIONS, AND DETAILS PROJECT NO. 5-51 DRAWING NO. S1005 34 OF 98 0 "O ., ..0 e .. 0 ~ u_ ., 0 ..cz •. <( 0:: ...J wa. Ill I ::::, :::;; I in I A B C D {'°E 5 Oo:: l'"l Cl 1/l (D I I in-I lO lO I /'° u ::, .. ~ "' ,...,._ ., 0 ~z "'<( 0 ...J a.a. El 01/l u1 / -~IO =1 iiJ lO I •• F "' 1/l <( "-/W ~o:: a, X ~ ~ 1/l ..c :;'. E -c <O I '?. 1 2 A EL VARIES ~111,,,:111,,~~ : = • INV EL 2.15 OF HOLE -. • :ITT -. • TT] • • • • • • --- --: \ :- 3 4 ~ i ~ ~ ~ ~ -tD I / / / 5 6 ~3#7 T&B W/ #4@12" / STIRRUPS TYP /#7@12 EW, T &B 7 ~ ~ ~ ~ ~ ~ V TOC EL 11 . 00 V • 4.., •• - - - - - - - - - - - - - - - - - -JI - - - - - - - -• • • • • • ,c:llt· #4@1 2" STIRRUPS ~ 1111 ,.......-:: ••• ~' _.,..,: ~-;1-·.,... ,:---'· :~·,.~ ----. • .------..-.--. ----. • .------..--i-.--. ----. . .------..-.--. --i.----.1.r..-.--. ----. • .------..-.-. ----. • .------..-.--. ----. • .-----.. -.--. ----. • .-----.. -.--. ----. • .----.-. ----..;1;.,--,1--.. -.--. ----..,---.. ----. • .-----.. _-:;.-t-· ._. •• ___ .". ,......... __ ·--~ 1--~ 8 / / / / / / / / •·· _1•• • , : /4-#7 • -l, W12x35 (TOS 8.42) • EL 8.50 : 8 :1---tD-+-0...------ • •: • ••• EL7.50 \ <nfll I ' {::i -w-10_-_-_--'-;millmL_l_2·_-_0·_·1 ________ w_1_o====;m;llmL __ ~\~-+--2----< 101 _ S5002 TYP (., I - <nfll I I ~ ~-#6@ 12 EW T & B - ~BRIDGE BM (BY CRANE SUPPLIER) 1'-6" TYP • • • • • • • • 4' -7" 1'-11" • • EL 1.30* ct • • OPNG FOR 1 o" 1/J PIPE • EL 1.84* 9 10 NOTES: 1. FOR ALL PIPE PENETRATIONS, SEE MECHANICAL DWGS. 2. CONTRACTOR SHALL VERIFY THE PIPE SLEEVE LOCATIONS FOR ALL PIPE PENETRATIONS WITH MANUFACTURER'S SHOP DRAWINGS. 3.* SIZES, ELEVATIONS AND LAYOUT OF ALL EQUIPMENT AND PIPING SHALL BE COORDINATED WITH EQUIPMENT MANUFACTURER'S DRAWINGS. 4. PUMP PAD SHALL BE PER PUMP MANUFACTURER'S RECOMMENDATIONS. 0 I r'") 0 w -- 0 w I 8" I 0... ::;;: 1 I -+e J I ct PUMP EQ EQ 1'-8" I 8" I PLAN . ~ • 3 OPNG FOR 1 O" 1/J PIPE '--t----t-----1 • OPNG FOR 1"!/J PIPE* INV EL -2.00 ct EL 0. 717* e • -------=(2~--++·--1-+--==---'-'--=-:....-ct 0PNG FOR 4"!/J PIPE • • OPNG FOR 2"!/J PIPE PUMP PAD ALTERNATIVE S5001 TYP -INV EL OF PIPE 2.33 6' -0" 1 #9@12 EW EF W/\ • DOWELS TYP \ • (TYP OF 3) • • SCALE: 3/4"=1'-0" • • • • \ 0 0 • • • • NOTE: SEE NOTE 4 ' • • • • 7'-9"* •~HANDRAIL (2) _ _ EL -3.867* ct OPNG FOR 1 O"!/J PIPE • • ' • • • • TOG EL -6.50 • • W12 lW8 lW8 lW8 lW8 lW8 W8=1 ll,._:;iili'\'3.:.:.x 1:..::0:.......r1 I • • 5 (TYP) 0 0... >-I I- tD 0... <l'. _J ST ARTER WALL EL -14.75 9" PVC WS TYP _/ • • • • • • ~ • • • • • • • ' • • -. / 41· , '1.. • 4 . 4,, 6' -8" * ,~-----,f---'--,, ,~---SEE OCSD STANDARD DETAIL S-112 AS APPLICABLE TYP. IF PUMP PAD ALTERNATIVE IS NOT USED SEE NOTE 4. 6'-6'>!< ~ EL -14.92 , - - . . . . . . . . . . . . . . . . . . STD. HOOK TYP. 9" PVC WS TYP ---- - 0 ' 0... • • • • • • • • • • • • • • • • • • • • O::'. -_J -st-o 0 I o... n ~ 4 <f <f <f SECTION SCALE: 3/8"=1'-0" -- OPNG FOR 8"!/J PIPE* (TYP OF 3) EL -14.25* EL VARIES FROM . . . . . . . . - • • S1001 • ,.._.. .• •. . ., • ~ . •· . . . . . SEE STRUCTURAL NOTES ON S0001 3 ADDITIONAL #9 EA. WA i EA. SIDE OF SUMr-@ TOP. #9@12 EW, T &B ~ -15.25 TO -15.50 ~ . . . . . . . -~ . - 1 S5001 - \(r • l,,. ./ • • • • • • • • • • • • • • 0... [/) ::;;: z =:)o 0... [/) z O::'. w W::!, 0... -l--'¥.'-+1--'l'-+----S_T_AR_T_E_R_W_A_LL ct SEE EL o I EL -14. 75 ON DWG S3001 I 7 \ r S5004 , 1 (4)3/4"!/J ANCHOR .,+-,'1-L ..... BOLTS W/ 8" MIN EMBEDMENT #5 @ 1 O" (TYP) CENTERED #5 @ 1 o" ROUGHE SURF ACE (TYP) " <I ,:i· #5@12 EW ---~--------.JI . • . . ---~ .-.-..... --.-.--...... -1-<] . X =:) roOO 0... D::'. w ('.) 1 SECTION SCALE: 3/4"=1'-o" (J) ~ z ~ w :r: <.?--------------------------~ 0... ::;;; (J) [/) Ww >-~ o a::: rn I-RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILl1Y IS REQUIRED, THE FACILl1Y SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. l')Ol o--1---------------------------------------------------------------------------------------------------------------,t----/r--1') 0 sto ,_N -, -Q<Xl o::- ~g-z 1/l .. w (!) I-;= <( CICI A MARK RECORD DRAWING DESCRIPTION DESIGNED BY: Cheng, Clayton -04/28/04 DRAWN BY: Robledo Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL SECTION - 1 PROJECT NO. 5-51 DRAWING NO. S3001 35 OF 98 0 "O ., .Cl e .... 0 .... u ., ..c ti: w Vl ::J "' A B C D ~ E e-J 0 Oo:: r<:l Cl Vlm I I ~ Ill~ I Ill Ill I /Ill u ::, .... .... ., /~ ., 0 ~z ., < 0 _J a.a. El 0 Vl ~.!. ..., Ill =1 !il Ill I •• F ., Vl <u. /W .... 0:: a, X ~ .... Vl ..c ~E ~c <O I '?. 1 2 3 4 B EL 7.92 5"* 5 !Irr.. E i.. TYP ' S3003 ,. 6 -#3 STIRRUPS @ 6" OC \C_JI ALT HOOK 11 TYP E 7 8 1'-11" ....__,_, /H-20 RATED COVER EL 8.08 i ryp I .. --1 4 #6 TYP r TYP / FG EL 9.00± TOC & FG EL 9.40± -------_=s-,-llrrll-1 =nr11"J_1t-----,.-,./---;/,/'/-,tr/'/'---,-//,---;r-r-::,f,,;,.=;.=:j::-,3-':/r/,/-,-;/r/7/7---,-//'/,---r/] ~-•,, / / / / / / / / / / J ,,• •,, V / / / / / / / / ~ ,,. •7. -,-V'/'+-//'/'---,-'//r/7/--,-;/ rn--::,r,,;,·=;·=:j::-,37/---,-//'/'---,-//'/'/--,-;/rA-r-'"!".---¥,nl_l_-,-=ll-1 rlTTlli==,,..:__ _____ _ -=I I I-=-• •. :. " • • • . :~ • ~ . "-C~-2 #6 TYP ! • • '~ ~~ • • . • • . • ~ • • ~111=- -, ·· • : EL 7. 00 • • • EL 7. 00 • • • ~ ~ #5 TYP • • • • • • • .-~ • • • • • • ,- • d_ TYP "<~-6 #6 TYP ~ 2' -6" TOC EL-15.45 _______ __. EL 16.12 : :. ! 6" 2~~:" --3 #5 TYP _/;/ K :---#9@ 12 EW EF #5 @ 12" TYP _/ 1. I• • CJ • • • • • • • • • • • • • • • • • <'.l • ~SLOPE (3: 5, V: H) 0::: 0::: _Jw U> -0 nU (J) I L!1 I I") ,,,.,;;--7 7 - R=3'-0"~ R=3'-0"~ R=1'-5" ~ • • 1/ 1/ 1/ 1/ 1-1\.-/\_//• /' ~,...,_ fll"' • • • • I • I • e • • • • £. • _\. .\ •• L ./ ..... • • • • • 3' -0" / 1/ 11'-7" 1/ 1/ 9" 1/ 1/ 1/ • 1/ 1/ / 1/ • • • • • 0 • w • m . ::;;;; [l_ w~ -CD • I ' • 6" 9' -9" 13'-7" -(J) I . 0::: _J 0::: • • • • • • •· - r+---4 ---<0PNG FOR 24"¢ PIPE S5004 PENETRATION - ~ u µJ ~-----+--+-----!""""l-""T"-+¾-----1-- - • (X) I") 0 2 • (J) u I EL -15.45 EL -6.34 • • . .. • • ·• • ~ 1/~-i---#9 @ 12" EW EF k-; ~ DOWELS • • 0 [l_ -I :5 • • CD 9" WS TYP • • • I • EL -14.75 I STARTER WALL • • • • • • • • • • • • • • ~-STD HOOK TYP #9 @ 12" EW, -~--- - - 0 I N 0 I I") • - • • • • • • • • • <'.l ~ • •• '\ ••• •r-• ......... . -0::: -_J -st-u 0 I o__ I") ~ ~-#5@ 12 tW #7TYP 102 TOTAL (SEE NOTE 5) SECTION • B SCALE: 3/8"=1'-0" S1001 ~-STD HOOK ~v TYP l===±===t=----·-·· 1·· ---, . .---.. ,t--..-•. -, •. .---•. , •. -•. ---,.,t-. . .----..--1. --t-;;;;;;;;~ • • • • • • EL 20_00 SEE NOTE 3 B 9 10 NOTES: 1. ALL DIMENSIONS ARE FINISH DIMENSIONS. CONTRACTOR SHALL EVALUATE EFFECTS OF LINER AND PLACE CONCRETE ACCORDINGLY. 2. APPLY LINER TO ALL INSIDE CONCRETE SURFACES OF WET WELL. SEE SPEC SECTION 09800, PROTECTIVE COATINGS. 3. FOR LAP SPLICE LENGTH, SEE DWG S0001. 4. FOR ALL PIPE PENETRATIONS. SEE MECHANICAL DWGS. 5. #7 TREMIE SLAB ANCHORS SHALL BE EPOXY GROUTED INTO THE TREMIE SLAB IN THE PUMP STATION PIT AFTER DEWATERING. 6. FOR WETWELL BASE AND CURVE/SLOPE GEOMETRY SEE DWG M3004 & M3005. <1 * INDICATES DIMENSION TO BE COORDINATED W/ HATCH MFR. DATA . -4 '-<1 4 < 0 I N 4" 1 '-4" I • • I <J' r---r----t.,t------t-1 / 4" SST BASE ~r-~-+----,1----+2x4 TAPERED REGLET 4 CD- <1 4 4.Ll <1 4 REMOVE AND FILL W/ LINER (4) 3/8"¢ -6" LONG SST HEADED ANCHORS @ 2'-6" oc WET WELL SECTION c SCALE: 3/4"=1'-0" S1004 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. r<) Ol 0--1~--------------------------------------------------------------------------------------------------------------------..... -/r--. r<:>o sta ?,N .., -aoo o::~ ~g- ZVl .. w (!) I-;= < Cl Cl &_ RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY: Cheng, Clayton -04/2804 DRAWN BY: Robledo Hector -04/28/04 CHECKED BY: Chirayath, Sahadev-04/28/0 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL SECTION - 2 PROJECT NO. 5-51 DRAWING NO. S3002 36 OF 98 0 ""O Q) J5 e .. 0 .... 0 Q) ..c: ci:: LJJ (/J ::, "' A B C D ~ E "1 a a~ l"l a C/lz I < ~_J I{) a. I I ,.(/J ul "'° .l:,1 :J-"' Q) .... ·;;; 0 a.a::: Ea OID ~.!. .... I{) =1 1B I{) I •• F C/1 (/J <( .._ /LJJ .... 0::: ~x .. .... (/J ..c: ~E ~o «:) 10 1 ;Ill., .1 IJ., i=LJ:. =m --- :111 ~ - TTl #9 @ 12 EW EF ~ (TYP) INV EL -6.34 #9 EF ( LINE DOWEL @ 6" - TYP AT WALL ~ 1, 2 & 4) :5 /""',. 0... -t---.. 0 SHORING -I -DEFECT tO ZONE STARTER WALL EL -14.75(TYP) BOC EL -20.00 m C) ~ ::i ZO'.'. (/) O'.'. w oz ~w I Cl 0... -(/) (/) w :::;; ow w Ci:: >-o I-m 2 3 1 2 3 A /'. 1/ 6' -0" 1/ 8'-0"~@ #7 @ 12 EW, ~ ~ 1 2 ~ T&B '\ • • • • • • • • • • • H-20 RATED\ • • • • • • • • • • • COVER • I I • • • • • • • • • • • • • ~ ;:, • • ·/ CJJ '\ 6" • r\• • • • ~ )\ • • • • .... , • • • • • • • • • • • • • • • • • • • • ' -4" 2'-4" 1 '-4' • • • • • • \ I • • • • • • • • \ 1.1 • • • • • • ' ' ' • • • • .l. .l. .l. V '½ • • V 8" ~ • • MIN v ~ ' EMB • • V ~ EL -15.50 V ~ ~ • • -I/ SEE S1004 FOR ~~v • • v ADDITIONAL f7 @ 12" -12 LG. V • • • O'.'. EL -15.25 Aj _J I/ (.) • = • • O'l 1 I/ • r') ( ,' ,) / \ / • I • A ~ I r • • • • • • • • • -I• • . . • • • • • • • • • • .• • . . • .. STD HQ.OK V ;, • • . . 1> • •. V (TYP) • • • u:·_t>tf" .• • v· . . 4 I 4 A V, ~ ~ 6' -o" 5 6 NOTES: 1 . REFER TO OSCO STD DWG S-1 35 FOR STAIRWAY INSTALLATION. 2. REFER TO DETAIL 5 ON DWG S5001 FOR KICK PLATE JOINT. 3. REFER TO OCSD STD DWG S-1 30 FOR ALUMINUM HANDRAIL. 7 8 9 2 • #9 @ 12 EW EF TOC EL 11 .00 1/ 7 8 • -o" #9 DOWEL @ 6"--ttt-~ EF (TYP) • • • • • • • • ~ #7 • • 111' ;Jli,' ,_l~ • • 111: - • • 111: - • • -II' • • EL 4.30 [) •.._; • • OPNG FOR 2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 9" ws " v-(TYP) '\. • i--' \ I • • • • • • • l • •• • ' • ' ... ~ 4 ,, < @ 12 ct_ -1 0"¢ PIPE 0 0... I ::j tO 2" FRP GRTG -~ 9" PVC WS STARTER WALL EL -14. 75 EL -15.45 j--===---f-,:~'mmmm~EL1:m=1~5m.5~0:IJ!•r ..... #9 @ 1 2 EW ---+-' • • • • • • • 3' -0" (TYP) EL 11 .00 STD HOOK (TYP) I #5 @ 12 EW EL -18.50 #5 @ 12 EW • • • • • • • • SUMP SECTION D SCALE: 3/8"= 1 '-0" S1004 2 1 H-20 RATED COVER . . . . . . .. .. 4 #6 ..,.__.__ _______ -+,......., 2 #6 i. • • . . • • i • : :r~· -~-3 _S_T_I R_R_U P_s ____ _,__3,, . : 6 # 6 •. •• @ 6" MAX : ·• I SECTION E #9 @ 12 EW #9 @ 12 EW BOC EL -20.00 10 •. • ~ 7 ....2.... &> • C" -V •.• ~ ........... -~ • [>-STD H OOK " •• 17 • • • • • • • • .. .. < ~ . ' .. .. • ••• • . .. ·• • • • • L1 "' ' • 17 • ·• •. :t>Vo,'=' • " • i, 'pV • ~ V • •. • 17 ·• 17 • ~-• . . • • • ,• ' ~ ~ \ /""',. • O'.'. 0 0... • 17. • _J I ~ (.) -.. r') '--' s;I- ;7 (TYP) 72 TOTAL \ SECTION C C SCALE: 3/8"=1'-0" S1003 S1004 0 /""',. I 0... ~ N, • • '--' . •• • " V . ,.,.,,~ ~\ - #9 @ 12 T&B .. .d_ 6 • •• • .• ,, . 4 #9 LONGITUNAL REINF. BELOW #7. SCALE: 3/8"=1 '-0" E w S3002 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I").;; a--1---------------------------------------------------------------------------------------------------------------4--/r--l"l a sta ,.('I .., -ooo 0::: ~ a. a. / Q) z(/J A MARK RECORD DRAWING DESCRIPTION DESIGNED BY: Cheng, Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev-04/28/0 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL SECTIONS PROJECT NO. 5-51 DRAWING NO. S3003 37 OF 98 0 "O ., ..0 e .. 0 ~ u ., ..c Ii:: w V) ::::, 5 0 LO V) I '° I ~ u ::, .. ~ 1: ~ "iii 0 a.a:: Eo O!Il u1 ,,,_ ~LO =1 iiJ LO A B C D I •• F "'V) < "--/W ~a:: a, X ~ ~ V) ..c :;'. E -c <O I '?. 1 SST L3x3x1 / 4 (CUT VERTICAL LEG TO SUIT GRATING) 2 ---t+------1 /8" CLR MAX 1 /2" ¢ SST "- ANCHORS ~----:~c:::pr:::::q @ 2'-0" DC AND NOT LESS THAN 2 PER SIDE GRATING (DEPTH AS SHOWN ON PLANS) 1 /8" CLR (MAX) I L3x3x1 /4 TYPE "A" 3 ,Q • • • • • A •• TYPE "B" 1 /2"¢ SST ANCHOR BOLT W/NUT AND WASHER @ 2'-0" OC AND NOT LESS THAN 2 PER SIDE END BAND 1/4" LESS THAN GRATING DEPTH NOTE: \. GRATING END, TYP 1. PROVIDE 4 SADDLE CLIPS PER GRATING PIECE. 2. AT FRP GRATING PROVIDE FRP EAST IN EDGE ANGLE. GRATING SUPPORT AT CONCRETE DETAIL NO SCALE VAR 1/8" MIN FLANGES & 1 /8" MIN SLIP JOINT PLATE 7 I KICKPLATE WEB~ CHANNEL C 1" r====t'~~====l'=l'====l It 1 /8 X 3-1 /2 X I b 2-1/4" SST BOLTS-~ 0' -4" LG (EACH SIDE) DO NOT FA STEN THIS SIDE KICK PLATE JOINT DETAIL 5 NO SCALE VAR q q SECTION NO SCALE = ~ N -:..- = ~ A 4 1 /4"x DEPTH-OF- GRATING STOP BAR (METAL TO MATCH STRUCTURAL MEMBER) GRATING 5 i----HANDRAIL AS SHOWN ON PLANS 1/4" CLR 1/4 2-12 ___,~~--STRUCTURAL MEMBER 6 y y NOTES: 7 BEND AS REQUIRED AT JOINTS OR OTHER OBSTRUCTIONS BAR y 8 SIZE GRADE 60 4 12 5 15 6 18 7 24 8 30 "y" IS IN INCHES > > 9 3/4" CHAMFER I . • .. ' . . • -/ , • • • . . . ,. " • • • • q •• • • • • • I SPLICE LENGTH (TYP) STANDARD HOOKS • . . . < . .. > ' 10 3/4" CHAMFER • ' . . • • .. . . • • ~ _q V .• I I SPLICE LENGTH (TYP) AL TERNA TE DIRECTION OF BEND • . . . , , A., AS INDICATED ON PLANS 1. CUT NORMAL REINFORCEMENT CLEAR OF OPENING _q -· 2. DIAGONAL BARS TO BE PLACED: V NOTE: A. AT ~ OF WALL OR SLAB WHERE ONE LAYER OF REINFORCEMENT IS PROVIDED B. AT EACH FACE OF WALL OR SLAB WHERE TWO LAYERS OF REINFORCEMENT ARE PROVIDED V . ' DOUBLE CURTAIN STYLE GRATING STOP SHALL BE INSTALLED ON ALL GRATING PLATFORMS AND LANDINGS AND SHALL BE CONTINUOUS ON ALL SIDES OF PLATFORMS NOT OTHERWISE COVERED BY AN ANGLE SEAT OR OTHER SIMILAR DETAIL. GRATING STOPS SHALL BE DISCONTINUOUS AT STAIRS 3. UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS SHALL BE THE SIZE OF THE LARGEST NORMAL REINFORCEMENT BAR CUT GRATING STOP DIAGONAL REINFORCEMENT AT CIRCULAR OPENINGS 11" AND SMALLER REINFORCING AT CORNERS AND INTERSECTIONS DETAIL 2 NO SCALE (\ VAR X WELD T L~ WALL W 5 8 IN FLUS~ S E 3" ANCHOR STRAP, QER & FASTEN TO ' DIA/316 SST BOLT LL W NEOPRENE WASHER & SL EEVE. ANCHOR INTO LAT MASONRY CONS~ GROUTED GEL 8" I \ ' • N ~ _JI @ <(I- :::) (_') Cf) Oz (_') w :'.J z '--' :::) D:'.: X <( 0 :::;: z :::) N ...... P' I 4" - .., ., f-o ' ~ 't ,I 18" .. '\ .. " ' ' I I ' -I -o-- al o 0 0 .., I I , . .., ' ~¼ -¼ TYP TOP RUNG 4" ----~ BELOW LANDING X :J <(<( Cf) :::;: :;a;: 0... <( uo D:'.: 01-I- Cf) = 0 D:'.: Ow IU 0 • <( :r: ._,. D:'.: u @OJ z <( wW u D:'.: <Cw o...I (/) :;a;: V-- .., LEVEL ½ x 4" BAR SIDE RAILS----i FASTEN TO WALL W/ 5/8" ST STL CONG ANCHOR---------~ ROUND ALL CORNERS SMOOTH-TO 1 /8" RADIUS ---i 1" SQ SOLID RUNG W/ TREAD ON TOP SURF ACE. EXTEND HALF WAY THROUGH RAILS AND PLUG WELD(TYP)----~ ~ ....... ' • <I <I ' I I .., • I ' ,,. . ,,. . . -,,. NOTES: 1. FOR LADDERS EXCEEDING 20 FT. HEIGHT, INSTALL LADDER UP SAFETY POST (DETAIL 7, THIS SHEET). 2. COAT ALL ALUM SURFACES IN CONTACT WITH CONCRETE OR MASONRY, IN ACCORDANCE WITH THE SPECIFICATIONS. ALUMINUM LADDER DETAIL 6 NO SCALE I / .., DETAIL NO SCALE 3 VAR ENLARGED VIEW WITH SAFETY POST UP AND LOCKED BALANCING SPRING -~ DETAIL 4 NO SCALE VAR CLAMP BRACKET MAY BE REVERSED TO ACCOMODATE RUNG SIZES OF 3/4" TO 1 1/4" WITH STANDARD 2" BOLTS FURNISHED. LARGER WILL REQUIRE LONGER BOLTS. PULL-UP LOOP VINYL LIFT HANDLE INSTRUCTIONS SQ TUBING 7 f~·x 2 1 /4" FROM TOP OF RUNG STAINLESS STEEL MOUNTING BOLTS 3/8-16 X 2"-~ ADJUSTABLE MOUNTING CHANNEL ___ _, LADDER OR RUNG ADJUSTABLE MOUNTING FITS LADDERS W/ RUNG SPACING UP TO ABOUT 14" CENTER TO CENTER ,,__-RELEASE LOCK-UP BRACKET ~-1 1/2" SQ TUBING ROD LADDER UP SAFETY POST DETAIL 7 I NO SCALE VAR ' RECORD DRAWING SIDE VIEW FRONT VIEW THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ~m--1~-------------------------------------------------------------------------------------------------------------------------...... -/r-,. l'Jo sto ,'.'.?-N .., . Q<Xl a::- ~g- ZV) .. w (!) I-;= < CICI A MARK RECORD DRAWING DESCRIPTION DESIGNED BY: Cheng, Clayton -04/28/04 DRAWN BY: Robledo Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL DETAILS - 1 PROJECT NO. 5-51 DRAWING NO. S5001 38 OF 98 0 ""O ., J5 e .. 0 .... 0 ., .c ii:: w VJ :::, "' A B C D ~ E N a a I{) VJ I in I ,. 0 .s ;!), ., .... .iii 0 a.a::: Ea OID ~.!. .... I{) <=1 ~I{) I •• F ~~ /W .... 0::: ~x .. .... VJ .c ::i'. E ~o «:) 1 2 ~ PL, W10 PL 3/8"x6x4 W/ LSH TOS N 0 = ~ t') ~ 3/4"0 A307 BOLTS 2" RETURN 1/4 AT TOP 3/16 TYP 1 ½" 1 ½" L3x3x3/8x 6" LG 12" DETAIL 1 SCALE: 1½"=1'-0" S1003 PL, W12 PL 3/8"x9x4 W/ LSH i FOR 3/4"¢ BOLTS ~ 0 N ~ ~ t') PL 1/2" x 12 x 1'-2" 5/8"¢ADHESIVE ANCHOR W/ 5 5/8" MIN EMB (TYP) PROVIDE 3" EMBED WHERE CMU IS 4" AT RECESS LOCATIONS. = ~ ~ ~ ~ ~ t') -(J) 3 TYP 1 /4 W12 4 5 CONC BEAM-~ 5/8"¢ ADHESIVE ANCHOR W/ 5 5/8" MIN EMB (TYP) 1 ½" 4 ½' <J Ll <J . Ll 1 /2" PL Ll <J ' <]. Q' -6" LG (TYP) I-'------------, TOS EL 8. 42 Ll Ll 3 \ \ I 3/4"¢ A30 BOLT (TYP .I {_/- - W12 DETAIL 2 SCALE: 1½"=1'-0" S3001 1 ½" W12 <J L 4x4x3/8x0'-6" LG EA SIDE OF WEB W/ 3-3/4"¢ A307 BOLTS EA 0 LEG 6 PL, L3, W10 ' 4 ½" 1 ½" = N ½" r-- I I I I ~ ~ 1 1 /2" FRP GRATING N 7 PL 3/8"x6x4" W/ LSH FOR 3/4"0 BOLTS <l W8, PL 0 <l ----,'f---c:,;,------Hllt-- 3 / 4" 0 A307 BOLTS 1/4 DETAIL SCALE: 3"=1 '-0" 3" 3 S1003 8 --PL 3/8"x9"x-9" 5/8"¢ ADHESIVE ANCHOR W/ 5 5/8" MIN EMB i 3/4"¢ A307 BOLTS i 1 ½" (TYP) W8 --· I✓✓////// // // // // I _I ~ ' -' ., , J -r " . -'-✓ 0 1/2"¢ ADHESIVE ANCHOR W/ ' ;...,, 9 10 1 ½" (TYP) W8 ~ --r -- -- -- ~ ~ ' \ DETAIL SCALE: 3"=1 '-0" L4x4x1/4x0'-6" LG W/ 2-3/4"¢ A307 BOLTS EA LEG-~ N ~ +---- W8 OR C8 , ' L 4x4x1 / 4x0 -6" LG EA SIDE OF WEB W/ 2-3/4"¢ A307 BOLTS EA LEG C10 OR W12 0 PL 1 /2"x9x1'-2'-' ----.. ~ -'------m-'+----' 4 1 /2" MIN EMB, SPACED AT 12" OC, 3" FROM ENDS, MIN 3 PER ANGLE \__ L 4x4x1/4 x0'-6" LG EA "¢ 0 1/4 5/8"¢ ADHESIVE-~ ANCHOR W/ 5-5/8" MIN EMB TYP DETAIL SCALE: 3"=1'-0" 5" -~-1--L----=::::~ ~ -+-----+---- -~ TYP 5 S1003 5" --+--+--+-----t--H----+--l--+-..L__-ll: 5 /8" ¢ ADHESIVE PL 1 /2"x8x1 O'-' ~ C10 BEAM DETAIL SCALE: 3"=1 '-0" ANCHOR W/ 5 5/8" MIN EMB ...__.___ PL 3/8"x4x6" W/ LSH FOR 3/4"¢ A307 BOLTS 1/4 L4x3x1 / 4 LLV DETAIL 6 DETAIL 7 SCALE: 3"=1'-0" S1003 SCALE: 3"=1'-0" S1003 L3x3x1 / 4x0' -6" LG 3 SIDES / 3 16 5/8"¢ ADHESIVE-~ ANCHOR W/ 5 5/8" MIN EMB DETAIL 11 SCALE: 1½"=1'-0" S1005 ::.:: z Cl'.'. :r: VJ I z 0 z = ~ <J ·,;, I--q· ::J 0 Cl'.'. G DETAIL SCALE: 1 ½"=1 '-o" 17 <J . 12 S1004 SIDE OF WEB W/ 2-3/4 C10 A307 BOLTS ANGLE //// // ////' W12 DETAIL 8 SCALE: 3"=1'-0" S1003 5/8" ¢ ADHESIVE ANCHOR W/ 5 5/8" MIN EMB EA LEG 0 F DETAIL SCALE: 3"=1'-0" RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 10 ,.., <» o--l~---------------------------------------------------------------------------------------------------------------------...... -/r-- 1'1 o sto ,.('I ..., -O<Xl 0::: ~ 0.. a. / ., zVJ A MARK RECORD DRAWING DESCRIPTION DESIGNED BY: Cheng, Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL DETAILS - 2 PROJECT NO. 5-51 DRAWING NO. S5002 39 OF 98 0 -a ., .Cl e '-0 .... u ., ..c: 0: w (/J ::, (l) A B C D i E l':i 0 0 IO (/J I '° I ~ u :, '-.... ;:J, ., .... "iii 0 a.a:: Eo 0 ID ~.!-.... IO =1 lfi IO I •• F VJ (/J 5-l!:i .... a:: .,x :!'! .... (/J ..c: ~E ~ " <O I '?, <( 0 Ct:: <( (D 0 LJ) ,,,-... D... >-I-,__, w u _J D... Cf) D... <( _J 1 2 3 50 BAR DIA 50 BAR DIA (TYP) (TYP) I/ / / V,..,. / / / • ., /✓1 / / / / / ,...L. I/ V / • v/ . / / V:;; / v//V// I/ / V / • V / //// // / / / / / / / / V / V / / V V / // / // V / / V v/ / V V I/ ~ / / '/ /,. // V • V I/ "/ / / _l'.'..1../i .I' / // ~/ /I ,. l MASONRY WALL CORNER REINFORCING DETAIL NO SCALE 8" EXTERIOR WALL 5 1 /2" • 1 VAR ~-ROUT FILL BEAM POCKET 2-#5 CONT (CHORD REINF.) UILT-UP ROOF DRILL 1''¢ HOLE FOR CHORD REINF 3/16 3 SIDES (TYP) 2" RIGID INSULATION METAL DECK 1" DRYPACK--~~~~~~=/=====j • • W8 1/4" STIFF PL EACH SIDE PL 1 /2x4 1 /2x0' -8" LG --,,ROUT '---2-3/4"¢x12" AB BEAM BEARING DETAIL 4 NO SCALE VAR 4 5 <J .... •. 4 .. TYPICAL REINFORCING FOR MASONRY OPENINGS DETAIL 2 NO SCALE VAR ADDITIONAL #5 (4 EA AT OPENINGS.) 21-6" (TYP) 1'-0"1 (TYP) I VARIES 4" MASONRY-FLUSH WITH INTERIOR MASONRY SURFACE-SOLID GROUTED ADDITIONAL REINFORCING 6 REINFORCING, SEE STRUCT DRAWINGS ---t--,4-----' LINTEL BEAM OVER MASONRY OPENING (SPAN UP TO 8 FEET) DETAIL NO SCALE -ADDITIONA (2 TOTAL) L #4 CENTERED IN 4" MAS ONRY BLOCKS W HERE OCCURS. A AT CMU OPENINGS/RECESSES DETAIL 5 NO SCALE VAR 7 8 8" CONC BLOCK 9 METAL DECK BUil T UP ROOF 10 2-#5 CONT . . • . . • 2" RIGID INSULATION •• • I • • f" t::::~~~+====1 SANDBLAST JOINT & REINFORCING PRIOR TO PLACING NEXT • I • I ..i· • .1 -4· .,, r .,, I I A I A • ~ .I~ I I •.i I . a\ I I . .,, I . .,, • ' • ""'. • ,<I L4x3x1 / 4 (LL V) BETWEEN BEAMS 5/8"¢ AB, 18" SPCG, MIN 2-BOL TS PER ANGLE AND 3" MAX FROM EA END, 5" MIN EMB LEDGER ANGLE DETAIL 3 NO SCALE VAR ~ CONSTRUCTION JOINT SLAB OR WALL----~ --+-+---'1 1 /2" THROUGH JOINT <I • • • WIRE TIES AT 2' -0" MAX 1-· ~-•~·.-· -~ HOG RING MAYBE USED 4 IN LIEU OF WIRE LOOP -i::---· _ __,,-... 9" WATERSTOP • • . . . 1--"---,.,..._-_--1_ SHALL BE CLEANED 1-·~-~•~··---+--"---+---~-~•'-'-'l·· THOROUGHLY BEFORE 3 1 / 4" PLACING CONCRETE SLAB OR I---r--::c:,,,__-PER MFR. DETAIL ~~~~~~ (WATER BEARING) NOTE: EMBED WATERSTOP FROM WALLS 6" INTO BASE SLAB AT POINTS WHERE THE WATERSTOP IS NOT REQD TO CONTINUE THROUGH SLAB. CONSTRUCTION JOINT DETAIL 6 NO SCALE VAR RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I") (l) 0--1~ ..... --------------------..-------------~P""------...... --------------------------------------~P""------------------------------+--/r-,. I") 0 st 0 _?-N ..., -0 DD a::~ ~g-z (/J MARK RECORD DRAWING 3 07 ARCHITECTURAL CHANGES 2/06 DESCRIPTION DATE APPR. DESIGNED BY: Cheng. Clayton -04/28/04 DRAWN BY: Robledo Hector -04/28/04 CHECKED BY: Chirayath. Sahadev -04/28/0 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL DETAILS - 3 PROJECT NO. 5-51 DRAWING NO. S5003 40 OF 98 0 -0 " .Cl e .... 0 .... u " .c t\:: w (/) :::) "' A B C D ~ E -.i-0 0 LO (/) I '° I ~ u ::, .... .... 1: .... 'iii 0 a.a:: E c::, 0 aJ u1 .,,,_ +'LO =1 iiJ LO I •• F "' (/) <( "-/W .... a:: o, X ~ .... (/) .c :;'. E -c ..... I '?. 1 I I DETAIL • • SCALE: 3"=1'-0" 3/4" #3 TIES 2 COURSES ABOVE & BELOW CANOPY #4 CONT. #5@ 16" O.C. 1 S1001 N "-~ ~ -u _J <{ (J) LL. 0 w :::, > _Jz 0 _JI- ::;,; w z w:r:O 0::: (J) u CANOPY • <1 Ll ~-#4@ 16" EW SECTION A SCALE: 1 1/2"=1'-0" 1 1 /2" -ti (X) [~5-"-~vA~R~_j 5" / V / j I I\. 4 5 1'-1 o" ' ~ - v / ' ~- A '/' #4 CONT. I -V , V (TYP) l . V , I / / / L_ / , / / / / / / ✓ / / / / / V / / ,, / / / / / / , I I \ I I ' \ L _ _J L _ _J L _ _J /, . . . # 4 @ 8" o.c. ..... 12' -6" CANOPY DETAIL 1 SCALE: 1 /2"=1'-0" S1002 SST HEX HEAD BOLT W/ LOCK WASHER (USE ANTI-SEIZE COMPOUND) PUMP BASE Pl DRILL AND TAP TO MATCH BOLT SIZE OF PUMP BASE PLATE--~ OPENING REQD TO ALLOW FOR REMO AL OF PUMP COLUMN 3" MIN A "' I. w 1-1 2" (MIN) ,i· <I W/2 . I / / PUMP MOUNTING BASE DETAIL 5 NO SCALE 6 v--#4 @ 8" O.C. V-#4 CONT. (D (TYP) . I (D 1 1/4" PROJECTION (TYP) 1" THICK FOUNDATION PL 1 1 /2" NON-SHRINK GROUT SST ANCHOR BOLT AND PEDESTAL 7 8 9 10 I I --1--L A I L I L I I I VSYMMETRICAL ABOUT ((S L _ I AS = AREA OF REINFORCEMENT I I I 4-#5 DIAGONAL BARS (TYP) __ l(TYP)L I I L_i-S-I ,,u)\ AS1 I • I (TYP)I __ I __ _ 1--------!+-~I _ _I I I I • rt, '\..J...q_ \,.__: AS2::c..71--1-"rt, ,t,<::> ( TYP ll __ \1 I _I ~ ------i-~ I I I +---L --1-'tLI--I I I I l<t: i: I .._, _L_ --1--, I BAR "A" SIZE GRADE 60 4 19 5 30 6 33 7 37 8 37 9 41 10 45 NOTE: "A" UNITS ARE INCHES ADDITIONAL (TYP) ADDITIONAL BARSAS2 BARS AS1 NOTES: 1. CUT NORMAL REINFORCEMENT AT OPENINGS 2. SECTIONAL AREA OF ADDITIONAL BARS ON EACH SIDE OF THE OPENING IN ONE DIRECTION (AS1 OR AS2) EQUALS 1/2 AREA OF CUT BARS OF NORMAL REINFORCEMENT IN THAT DIRECTION 3. ADDITIONAL BARS AS1 AND AS2 TO BE PLACED a) AT ~ OF WALLS OR SLABS WHERE ONE LA YER OF REINFORCEMENT IS PROVIDED 4. b) AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF REINFORCEMENT ARE PROVIDED ADDITIONAL REINFORCEMENT SHOWN AS SOLID LINES NORMAL REINFORCEMENT SHOWN AS DASHED LINE ADDITIONAL REINFORCEMENT AT CIRCULAR OPENINGS 12" AND LARGER DETAIL 4 NO SCALE VAR RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. l'"J Ol 0--1------------------------------------"""""" _______________________________ ....., __________________________________________ ,.__ /r---,.., 0 sta ,'.'.?-N -, . O<Xl a::- ~g-z (/) RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY· Cheng, Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL DETAIL AND SECTIONS PROJECT NO. 5-51 DRAWING NO. S5004 41 OF 98 0 ""O ., J5 e L. 0 .... 0 ., .c "' A B C D ~ E iri 0 0 I{) en I '° I ,, 0 .5 ;!), ., .... ·.; 0 C.o::: Ec:i O(I] ;;?, .!. .... I{) =1 1B I{) I ··F u, en <( "-/w .... 0::: Ql X ., L. .... en .c ~E ~o ..... 10 1 N '--~ 2 1 1 /2" MIN. W8 SECTION SCALE: 3"=1'-0" 3 #3 EACH COURSE A #5 (A706) @ 16" o.c. METAL DECK 1/4x12xCONT. It'. S1002 8" BLOCKWALL 4 <J ld (TYP) W8 SECTION SCALE: 3" = 1' -0" B 5 #3 EACH COURSE #5 (A706) @16" o.c. METAL DECK 1 / 4x1 2xCON T. It'. S1002 6 7 8 9 10 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ,.., ai o--1._ ______________________________________________________________________________________________________________ ,...._ /r--1'1 o st-a ,..N -, . ooo 0::: ~ 0.. a. /a, z en RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION 03 02 DATE APPR. DESIGNED BY: Cheng, Clayton -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Chirayath, Sahadev -04/28/0 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL DETAILS, SECTIONS PROJECT NO. 5-51 DRAWING NO. S5005 42 OF 98 0 ""O ., J5 e L. 0 .... 0 ., .c "' A B C D ~ E <D 0 0 I{) en I '° I ,, 0 .5 ;!), ., .... ·.; 0 C.o::: Ec:i O(I] ;;?, .!. .... I{) =1 1B I{) I ··F u, en <( .._ /w .... 0::: Ql X ., L. .... en .c ~E ~o ..... 10 1 0 I I") FG 7.78± • " 0:: " _J I") u 2 • • • • 3 TOW 15.50 8x8x16 CMU MEDIUM WEIGHT W/ #4@16" VERT. CENTERED #4@24" HORIZ. GROUT REINFORCING FG 9.50 #4@16" DOWELS 1 "¢ PVC PIPE FOR IRRIGATION #4@16" T&B • ·,j <J • <J Ll 2' -8" TOC 6.50 N 4'-0" #4@12" T&B SECTION C SCALE: 1 "=1'-0" A2002 4 1 '-4" FIELD VERIFY J, • Ll 5 2T@11 "= 1'-1 O" 3R@7"=1'-9" OCSD STD S110 • • 1 o" #5@12" EW (TYP) • 6 3'-6" Q_ _J <l'. w _J 3: 0 = 0 co I o:: " 0 I") LL. ,....._ = 0... co >-I-..._,, • Lie -+----+- " 0:: " _J I") u 8" 1 '-4" SQ. • 1 '-4" 7 E 16"SQ. CMU COLUMN #4@16" T&B • •• <J • • <J . Ll • 8 FG 9.50 TOC 6.50 4'-0" #6@12" T&B SECTION D SCALE: 1''=1'-0" A2002 9 16" SQ . • <J • COLUMN TOP PLAN SECTION SCALE: 1 1 /2" = 1' -0" RECORD DRAWING 10 4#5 W/ #3 TIES @ 8" OPTION TO USE DOWEL E THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ,.., ai o--li--------------------------------------------------------------------------------------------------------------------..... -/r--,.., 0 st-a ,..N --, " ooo 0::: ~ 0.. a. /a, z en MARK RECORD DRAWING ARCHITECTURAL CHANGES DESCRIPTION DATE APPR. DESIGNED BY: Cheng, Clayton -03/04/06 DRAWN BY: Gola, Cesor -03/04/06 CHECKED BY: Chirayath, Sahadev -03/04/0 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION STRUCTURAL SECTIONS PROJECT NO. 5-51 DRAWING NO. & S5006 42A OF 98 A - B - C - D 0 "O ., ..0 0 '- '-0 -.... u ., ..c a:'. w (/J ::;) "' ~ E 0 0 0 :::i! I ;;j I .'9-..c lil _§,-., .... "iii 0 a.a:: Eo 0 ID ~.!-.... II') =1 iil II') I •• F VJ (/J 5-l!:i .... a:: a, X :!'! .... (/J .c ;E ~ " a, I II') 1 I 2 I 3 I LEGEND & ABBREVIATIONS SYMBOLS DOUBLE LINE SINGLE LINE i 20" x1 8" ID4 l><J lr'I VI llll\l IA 18" ¢ t ,20"x18" 18"¢, ( \. t ~ t ~ ' ' t ~ t [Z] ' \. t ~ t 0 ' ' I -[QJ -f~ {ffc CFM) I rn'1 RR/RG/TG ---+--~ ---;,------( SI LE) ( C FM ) I DESCRIPTION DUC~ RECTANGULAR OR ROUND SUPPLY AIR OR OSA DUCT RISE SUPPLY AIR OR OSA DUCT DROP RETURN AIR DUCT RISE RETURN AIR DUCT DROP EXHAUST AIR DUCT RISE EXHAUST DUCT AIR DROP ELECTRICAL POWER, CONTROL OR SIGNAL CEILING DIFFUSER (CD) RETURN AIR REGISTER (RR), RETURN GRILLE (RG), TRANSFER GRILLE (TG) DAMPER 30% EFFICIENT FILTER---~ I 55DFAN053 YSUPPLY FAN OUTSIDE AIR I/ t INTAKE LOUVER\~ I::: _ ~ ~ J , e SUPPLY AIR SYMBOLS @ MFR DA RA 0 TYP W/ ----- / @) 4 I DESCRIPTION FLOW SWITCH MANUFACTURER OUTSIDE AIR RETURN AIR ROOM THERMOSTAT TYPICAL WITH WIRING AND CONDUIT. SEE ELECTRICAL DWGS ADJUSTABLE LOUVER DUCT SMOKE DETECTOR CONTROL PANEL__/ ~ISCONNECT: _j I SWITCH I DISCONNECT--~ I I SWITCH POWER SUPPLY _ J : POWER SUPPLY f-- --Q- CONTROL PANEL I SSDFANOS/EXHAUST FAN I ~ r _ _IQ_ ALARM_J 1 - - I I I I I I ~-~~ U-1-----+l--1----1► EXHAUST AIR I TO OUTSIDE PLC SEE ELEClRICAL / DRAWINGS--~ ~---------------------_J TO ALARM ~-----------------7 I I I I j • L__ FSL t---, * MANUAL ADJUSTMENT TO SET FAN SPEED EXHAUST AIR FROM PUMP ROOM DRYWELL VENTILATION SYSTEM CONTROL SCHEMATIC NO SCALE 5 I SPACE ELECTRICAL ROOM PUMP ROOM 6 I 7 I 8 I 9 I 10 AIR BALANCING REQUIREMENTS DUCT SIZE GRILL SIZE SUPPLY AIR CFM 1000 1400 RETURN AIR EXHAUST AIR CFM REMARKS 1000 1600 ROOM SHALL BE UNDER POSITIVE PRESSURE RELATIVE TO AMBIENT ROOM SHALL BE UNDER NEGATIVE PRESSURE RELATIVE TO THE ELECTRICAL ROOM OUTDOOR COIL AIR STREAM - 16X10 14X10 10X12 12X10 8X10 12X8 8X8 8X10 6X8 6X6 4X6 OUTDOOR FAN---~ OUTDOOR COIL----~r/ _____________ _____,__\'\\ ~---METERING DEVICE CONTROL PANEL ~'==========r=~~====~ REVERSING VALVE --t--~~ I f 1 J fl f'L 1 1 J J fl / l / ,,.....~ / POWER SUPPLY DISCONNECT SWITCH I 55DAC065 I '- ', w ~ea:--------------- ,-------------------,--------- ~~ ,-- ---'-- ' I I I I I I I -i ! ◄-----+-+----t=t---J.E-t---◄1-----, 1 ---t,-+-/-----,c__ __ OUTSIDE Al R j • I I I : _J I L ~ .-1 r---~ I L_ __ l_/ ___ __.l_l=r-=1--____::==~-T-=-----1---!:-_,,_ COMPRESSOR --~ ' ' SUPPLY AIR INDOOR COIL-~ FILTER--~ RETURN I AIR I ALARM TO PLC cb THERMOSTAT HEAT PUMP UNIT CONTROL SCHEMATIC NO SCALE RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - - - I") IX) 0--1~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/,-.._ I") 0 st 0 _?-N d ro a::~ ~g-z (/J RECORD DRAWING MARK )3/0~ DESCRIPTION DATE APPR. I DESIGNED BY: Aghonian, Harmik -04/28/04 ~ESS/ ~, DRAWN BY: Robledo, Hector -04/28/04 ~:c,\I.J. C~ CHECKED BY: Colderon, Sol -04/28/04 (i~..,.. r:1-'/l,~·~r 4 No.\MO}< -~-0 lJi LINE IS 2 INCHES ,,,Ex -05~ !;J: I• •I ~ ,_,,. AT FULL SIZE HANie~.,.. (IF NOT 2" -SCALE ACCORDINGLY) ' or CALI~ I I Liff LEE&RO. Inc. A""( .._A.NI 'A~ i.,,.,~ ~ fcWF ~:--<c,_/ .~~ ORANGE COUNTY ~~· SANITATION DISTRICT '<!Ml ' I I I REHABILITATION OF 14TH STREET PUMP STATION VENTILATION LEGEND, ABBREVIATIONS, AND CONTROL SCHEMATICS I I PROJECT NO. 5-51 DRAWING NO. M0001 43 OF 98 A B C "' ;o~E ""Cl 0 .z ~< 0 _J 0 c.. ~1 :::;; 1/) I I ~ I!)~ I ,n ,n I _..,..,n ..c ~ E /~ ., 0 .... z "iii < 0 _J a.c.. El O:::i! ~.!-.... I!) =1 !il I!) I •• F (/) 1/) 5,l!; .... c::: Gl X 1'! .... 1/) ..c ;E ~o a, I ,n 1 ...,,.- ...,,._. _,,,,,,,,,..-- 2 • g L r FAN ROOF 5 MOUNTING CURB (TYP) MS00 7 L r DUCT 4 3 9 r 4 16"x10" SUPPLY DUCT TO ELECTRICAL ROOM 16"x1 O" RETURN DUCT FROM ELECTRICAL ROOM 3• x3'-----+---I ~ ACCESS OPNG ROOF PLAN 55DAC065 5 ------<55DFAN053 SUPPLY FAN 1400 CFM -~-6-~DUCT SUPPORT M5001 TYP OF 4 SCALE: 1/4"=1'-o" PENETRATION ~M~S~0~0~1jt:::±::±::t:::.... _______________ _l_L_J_J THRU FLOOR SLAB (TYP) ELECTRICAL ROOM AIR CONDITIONING PLAN SCALE: 1 / 4" = 1' -0" 6 M3001 ---G) ---VENT LINE DOWN TO RESTROOM EXHAUST FAN ~ ---G) B 7 1 . 8 9 10 GENERAL MECHANICAL NOTES COORDINATE THE LOCATION OF ALL OPENINGS AND THE LOCATION OF ALL ROOF- MOUNTED EQUIPMENT WITH THE STRUCTURAL AND ARCHITECTURAL PLANS PRIOR TO ANY INSTALLATION. PROVIDE THE EQUIPMENT WEIGHTS, PLATFORM AND CURB SIZES. COORDINATE EXACT SIZES OF THE REQUIRED OPENINGS AND SUPPORTS FOR FURNISHED EQUIPMENT. 2. PLATFORMS, CURBS, AND FLASHINGS FOR MECHANICAL EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS, UNLESS NOTED OTHERWISE. 3. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 4. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL MECHANICAL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE USER. 5. ACCESS PANELS SHALL BE INSTALLED IN AREAS WHERE VOLUME DAMPERS, EQUIPMENT, ETC. NEED TO BE ACCESSED. 6. ALL HVAC EQUIPMENT SHALL BE CEC CERTIFIED. 7. MECHANICAL EQUIPMENT: MECHANICAL CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AND EQUIPMENT ANCHORAGE THAT CONFORMS TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE. PROVIDE SUPPORTING CALCULATIONS AND DETAILS OF THE SEISMIC RESTRAINTS AND EQUIPMENT ANCHORAGE TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF THE MECHANICAL EQUIPMENT. 8. HVAC IS TO BE BALANCED. SEE AIR BALANCING REQUIREMENTS ON DRAWING M0001. 9. PROVIDE DRAIN PAN FOR EACH HVAC UNIT. DRAIN PAN SHALL DRAIN TO ROOF. 10. PROVIDE ONE INSPECTION HOLES WITH REMOVABLE COVERS EVERY 20 FEET OF DUCT INSTALLED. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. r<) ci:i o--lt-----.------------------,--...... -------------------------.~------------------.----------------------...... -------------------------------...... -/i--- r<) 0 st 0 _?.N .., . 0 OD c::: ~ ~g-z 1/) RECORD DRAWING WEATHER STATION REMOVAL DESCRIPTION 3 07 3/05 DATE APPR. DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ROOF PLAN AND ELECTRICAL ROOM AIR CONDITIONING PLAN PROJECT NO. 5-51 DRAWING NO. M1001 44 OF 98 1 A B A d C ~ -•B'""" "" - ... A .. M30 01 - ct: D C B ID I '° M30 01 ~ I I() ... 0 'O ., .0 ON ... 0 ... z O<( .... ...I UC.. 11 ::;; ci:'.1 w~ (/J I() :::i I I() "' ;=~E 'O 0 .z N < 0 ...I 0 Cl. ~1 ::;; :::;; _!. I I()~ I lfl lfl I /lfl .,: u ., E /~ ., 0 ~z en< 0 ...I Cl.Cl. El 0(/J ~.!. :!:: I() ·-I iil I() I •• F CII (/J 5-l!:i .... ct: a, X ., ... .... (/J .,: ;E ~ " 0 I '?, "1 (l) 0 /r-,. "1 0 st 0 _?-N .., . 0 DD ct:~ ~g. z (/J .. w & RECORD DRAWING ~~ MARK DESCRIPTION cc 2 - 3 4 5 6 r -- " ~ I I -l~=+=i:=======;;:===========;;:====+=======================+=========~~====fI===i:. ----------------------------· -I I ~~--7 .(l I i I I " ~µ=i=======t:::i:===========t::T:i:====jl=======================::±1 =========i,~-------~===tI===i:· ---------------------------( C IF' C IF' I I c: I ::::i -- 1 d b ! ! -• -, , -a~ r'II , • -< 1,,1 I= '=I r~ I I= e=I rr.~-~ ' ~I • uC::::: ii.1J¥~1;§: -~J •~:0 ~J1~~;__,~I~ ' ' ' ",1_ ''" .4) --' -~ ·-10"x14" !Xi Iii,.. A :1----► ,.. \If ~ 10"x16" JXI 1..x1 , , +t\ a v m • ""++~ -='lll'-'~~~ '> 300 CFM 200 I -oo CFM @i [ =~ F,:M- 6"x6" -~ 6" x6" _J 7 --G) PUMP ROOM VENTILATION PLAN SCALE: 1 / 4" =1' -0" DESIGNED BY: Aghonian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. 1 7 9 I I 8 l55DFAN053:>----- SUPPLY FAN 1400 CFM I 55DFAN051 :>----\ EXHAUST FAN 1600 CFM 0 0 ~ ~ X X U) U) ~ ~ 9 10 ~ --~.-----,---' ; r\.1 -1{,~ lx-1,,Q" ,.....,. t=" ·" -lit~ ',----===--J ~-~ '-.I./ Will r+" 'Fl '-'--' F I ~ " " I .C..' ---f----Et==::::Pll2':/:P,~10 x12 ., ,, cr I 1 0 x1 - l\~_i2 ~ u r // _/ r= ~Lb--==='L.\_L./.1._µ;LL._J ! - . :~ .. •• . . .• ·., -~·: • · .• •& - -11-~1=1~1 I .Ill I ) l l w ..... 111r w 1 1~ .i: s I l+---- 1------,H gl T (c_i I• I --I'll < 4'D<6" ~ IV'1t,.lli-'I ~ I -1-+-t:11.J -~ " _J I : A -• • • ., .,, 1✓1 .L .L ..cl T I - '>.. 111 I P MP'...,:, OGJ" ~ I I u CX) X 0 I .• . --:,. .• ~. .. •. . . •. • • :.i11A., •• ' "I ~-.. "!',:· •• : :·~-.: "· . . .. "" •. · . SECTION A SCALE: 1/4"=1'-0" M1001 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND 0WNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERR0R(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE 0WNER(S) OF THE UTILITIES INVOLVED. PROJECT NO. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION PUMP ROOM VENTILATION PLAN AND SECTION 5-51 DRAWING NO. M1002 45 OF 98 0 "O ., ..0 0 '- '-0 .... u ., ~ ..c 0 z .. < ll:'.-' w c.. (/J I :::i :::;; I A B C D '° "' I iLOE ...; 0 0~ ~a :::!:z I< ~-' LO C.. I I ~(/J ..c I u~ a, LO El /LO ., .... "iii 0 c..ll:'. Eo 0 ID ~.!-.... LO =1 lfi LO I •• F VJ (/J 5-l!:i .... ll:'. a, X :!'! .... (/J .c ~E ~ " 0 I '?, 1 ( PUMP 2 a .. -Z- 10"-STL-FM BYPASS r -@-H , 1---'---- I -----= HOSE RACK -----m I . co ct L ACCESS OPENING 3 4 5 M3003., 2 (TYP OF 10)' ' ,. r 8"-SST-FM) ( 4"-SST-FM ; M5002' \ I \ RECYCLE LINE WYE (TYP) 10"x 8" FABRICATED\ -- \ I r 1" DIA SST BLEED LINE (TYP OF EA PUMP) I I \ \ / / 0 I I --;:::; \ ,:=:: I I ,:=:: / ~-· .... :: ... :::-! r L~,_:' .::,.::, 1 ~u I I~',---.- I.[) --= l ~ ~ I I \ I ',I I I I TYP OF 3') L I I \ \ / I - 7 5 I I ff-Y-P7 I ':r-¥P-) I ~ ~ M5002 M5002' ~ • 0... @) I") 0::: >-c: ::, ::, c: ::, _JI----u..._,, I ~+ I I ~ ~7 -U_ m m 6 \ \ \. I A I,--I I 1 I \ / \. I \ ' ~~v 556 c: ~•= - 7 8 9 NOTES: 1. SEE PROCESS AND INSTRUMENTATION DIAGRAMS FOR PIPING ON PUMP SUCTION AND DISCHARGE. 2. INSTALL PRESSURE GAUGE PER OCSD STD DWG S-223. 3. ALL PIPES PENETRATING TO WET WELL SHALL BE STAINLESS STEEL. CD r 2"-SST-SPD I \ , ---{ 10"-SST-FM: 24" -VCP-SS I -'T'"-----,-- I ---- -·-----&.....+----------------------------------------~ ------._ \ I I ----------------* ---~ I \ I I \ I T-----.-+------------------------------------------V -.&...---...i.... C 0 3 I I I I c~ , 1-:, r M5002 I I - ---I SST L--• 10 Wu_ -~S.ST -~SSI~ ~ m -,r v~~~ ~~(..) -:r ~ -__ J '-~() -~() )t,_·m --= + .. -1. -~h ➔ l! { I :STL (TYP ALL PENETRATIONS) vsTL _;;.-{ -I --------jV VSTL I I ~ CD 116 M5002 - \ I m II Ill ~ w --~---' -~---~ .. -----.. @ I L /@ I L_ /0 1 ' 1"-SST-V N E ELOW) ' @1 ' @1, ' @1 I (TYP OF 3) . ~ @ . 1 oo ,@:1 LL 200 ,@:1 _ "0 00 , PUMP ROOM ~ -,-. 00 ~ " 00 --... \;)l~-+-•-~~--+--V'),. +--:--l !~ 8"-STL-FM I '<:--','-..., ;; ::,._ : ::,._ f I ~ -------ill \'-------ffi \) FLEXIBLE CONNECTION (TYP Ct~6)IT I I I I I . -- I 55DP ~P300 I 4 I 55DPiv1P100 I I 55DPiv1P200 I ' (TYP) M5003 I I c::~ ~ I ~ -- 1 Q" -STL-FM -_, I ~ "\_ 7 [ ® IZI} c\ (TYP) M5002 -§ ~ I --' -~,.--... ~ ~ ,l., ®~ -l\.1 @ ◄ '--i" ,, • -n I ~ I ~ 1 SUMP AREA 'M3005 - 1 M5002 - RESTRAINED SLEEVE COUPLING (TYP OF 4) 5' -0" SJL DI I:::::r:::::...._ __________________ u_ ---------71 "F~~ ~E~I +-- -- -- -- --lFccJI--lFccJI-- --~ -FM AIN 1 ~===="T""T'",-------------------a----a-----------.J ..... :::: --------------------".ill---~.ill----------71 +-- -- -- -- --!rccJl-=lFccJI-- --i ,1111 M3002 t-"----·\'' ~~ g" 1 Q" , I 1 Q" -DI-FM ) PLATFORM ABOVE (EL -6.50) -,... FORCEMAIN 2 (TYP) \ L PUMP PUMP PUMP PIPING PLAN --- 6' -8" 6'-6" 6'-6" SCALE: 3/8"=1'-o" TAG I 1 I 2 I I 3 I I 4 I I 5 I I 6 I I 7 J 81 91 110 VALVE LIST VALVE NO. SIZE 55DPV078B 1 o" 55DCV105 8" 55DCV205 8" 55DCV305 8" 55DPV100 8" 55DPV200 8" 55DPV300 8" 55DCV087C 1 Q" 55DPV087F 1 Q" 55DPV087G 1 o" TYPE PLUG CHECK CHECK CHECK PLUG PLUG PLUG PLUG PLUG PLUG 4 3 M5002 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENJIFIED IN JHE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PARJ ON JHE BASIS OF INFORMATION COMPILED AND FURNISHED BY OJHERS. THE ENGINEER/ARCHIJECJ AND OWNER(S) WILL NOJ BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INJO JHIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAJ FROM THE CONDIJIONS SHOWN HEREON AND AT SOME LOCAJIONS THE VARIANCE MAY BE LARGE. IF JHE PRECISE LOCAJION OF ANY FACILIJY IS REQUIRED, JHE FACILIJY SHOULD BE FIELD LOCAJED IN THE PRESENCE OF AN EMPLOYEE OF JHE DISTRICT OR JHE OWNER(S) OF THE UTILITIES INVOLVED. I") (l) 0--1~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+---/,-.. I") 0 st 0 _?.N .., -0 DD ll:'.~ ~g-z (/J RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY: Aghonian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Colderon, Sol -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION MECHANICAL EQUIPMENT ROOM PIPING PLAN PROJECT NO. 5-51 DRAWING NO. M1003 46 OF 98 a -0 " .a a '- ls ..., u "~ ..c 0 z .. < ll:'.-' We,. VJ I :::, VJ A B C D I LO Cl I ~'°E -.i- 0 0 ll:'. ~a :::i! ID I I LO~ I IO IO I _..,..in ..c lil E /~ "0 ..., z "iii < a-' c..c.. El a::. ~.!-..., IO =1 lfi IO I •• F VJ VJ 5-l!:i ..., ll:'. GJ X :!'! ..., VJ 1 • a A 2 SEE DWG C1002 FOR CON INUATION BACKFLOW PREVENTER--- (PER CITY STANDARD) 2"-CU-CW WATER METER BOX (PER CITY STANDARD) 2"-CU-CW 3 4 PUMP ROOM PLUMBING PLAN SCALE: 1/4"=1'-0" 3/4"-CU-IW '--- WALL SL~ PENETRATION HB HB 5 6 ---G) \_ TO WC & LAV SEE TOILET PLUMBING PLAN 1/2"-CU-IW J---...___ SLAB PENETRATION (TYP) WATER HAMMER ~ ARRESTOR (TYP) LS-1 WC-1 3 / 4" -PVC-IW 1-----,__ _ ___, 3/4"-CU-IW TO HOSE BIBB CABINET ABOVE 1 "-CU-IW SUPPLY WATER RISER DIAGRAM NO SCALE C a 7 LS-1 ( 2"-CI-SS rj 1/2"-GSP-V ( 1/2"-CU-IW WC-1 ) ( 4"-CI-SS ) (1 1/2"-GSP-V) ~---------- 8 i--,,. I I I I I I I I I I I I I I I I I ) I ) I I I I I I -, -- ' 4"-CI-SS UNDER PUMP ROOM CEILING M5004 4 2 M5004 I I I ______ _J CABINET-~ 9 10 NOTE: 1. CITY WATER TO BE CLASSIFIED AS INDUSTRIAL WATER AFTER BACKFLOW PREVENTER ---@ TOILET PLUMBING PLAN SCALE: 1 /2" = 1' -0" I I ( 1 1 /2" -GSP-V )1--~ I ,,,, I ,,,, SLAB PENETRATION ( I I I I FD~ -~ 1 1 2"-GSP-V ~ RUNNING TRAP ~YI DISCHARGE TO WET WELL 4"-CI-SS REMOVABLE CAP TO SEAL FLOOR DRAIN WASTE AND VENT PIPING RISER DIAGRAM NO SCALE RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. M1004 47 OF 98 1 2 3 A AIR CONDITIONING \ UNIT 1.5 TON 55DAC065 \ ACCESS HATCH\ ------' b 14"x1 U " / ' It\ l}\ A 500 500 CFM CFM B ELECTRICAL ROOM C 16"x10" 12"x1 o" I I IIWII I ~ [_ -I I ~It\ I I .:iE. ' ' .!~ I It\ I I I~ I 1?~-I l .;. I ' ' iiii:i;. I I j oo 300 I I ~Fo 1 +\ 200 ~ fl 200 f_t+_:\ CFM CFM t-~--I CFM n CFM , . ' --,---I-< ~ ----------------- " --- ~~-- ' /' I ~ v I ~ ~ --- I w --L ~ -----.:--... 1 Ill --+-}-' ' IT A ~-' . ----'1111 ~-I ,, I V I k J T w •• J n- ~-. 1 .l 1 I I I ,. . ,,.,. ' .r::: •' E :~ . E • ,.L :J. < ( < > -i'.l I I ~· I-~' ~I_ _I_ .__. I -• ~~ I . u " • l~I " ' I I I ' -- SECTION A A SCALE: 1 / 4" = 1' -0" M 1001 .c =:t E ~ " 0 I '?, 4 5 / / 14" x1 Q" r ~ If\ 500 500 CFM CFM I 10 .. x1 l ,---=11 It\ 2~t\ 200 C ,~1\ ... CFM J:J 7 -jffl± -T -----l ' ,'~ ~ T I - ---- • I -- - -,--~ 'r - Hitt-·~ ~. :h~ -.!. E I ll w~ -A n I T ~ . I V I w .l .l .l JL -- ·~ ·~ ,., ,., n " ' -' r ' 7 , ., " -- ( l I 6 1 I (TYP) 1 M5001 HORIZONTAL DUCT SUPPORT (TYP) 2 (TYP ) M5001 VE SU CUT FOR PEN RTICAL DUCT PPORT 6"x6" GRATING DUCT ETRATION (S) 0 If\ 150 CFM 7 55DFAN053 SUPPLY FAN 1400 CFM ~100 -,..__ CFM If\ 150 CFM 8 16"x10" ACCESS HATCH 9 I 55DFAN051 I EXHAUST FAN 1600 CFM 10 ELECTRICAL ROOM PUMP ROOM 0 X SECTION SCALE: 1/4"=1'-0" co 150 CFM 200 200 CFM CFM 150 CFM RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I'") (l) 0---1~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/ ,-.. I'") 0 st 0 _?.N -, -0 DD c:: ~ ~g- z (/) RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY: Aghanian, Harmik-04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION PUMP ROOM VENTILATION SECTIONS PROJECT NO. 5-51 DRAWING NO. M3001 48 OF 98 .... 0 .... u ., 0:: ..cc, (Il a: I w-(/) If) :::i I If) "' A B C D ~a E c--i~ o__, Oa_ r<J I ::::i;:::::;; J_ I .,.,_ I lfl lfl I /lfl ..c u ., E ,,,.._ ., 0 ~z (/) < Q__J a.a. El 0 (/) u1 ,,,.._ .... If) =1 iil If) I .. F (/) (/) <.._ /W .... 0:: a, X ~ .... (/) ..c :;'. E -o 0 I '?. 1 VALVE BOX WITH COVER 2 3 4 5 6 AND HOST W/ TROLLEY 7 8 TAG 1 2 (3) I 4) I 5) 6) 7) 8 I 9) 110) I 11 9 10 NOTES: 1. SEE ELECT DWGS FOR PUMP INSTRUMENTATION 2. STAIRS NOT SHOWN FOR CLARITY VALVE LIST VALVE NO. SIZE TYPE 55DPV100A 8" PLUG 55DPV200A 8" PLUG 55DPV300A 8" PLUG 55DPV076 1 Q" PLUG 55DPV076A 1 Q" PLUG 55DPV078 1 Q" PLUG 55DPV078A 1 o" PLUG 55DPV555 4" PLUG 55DPV556 4" PLUG 55DBV020 2" BALL 55DCV020 2" CHECK ~ . •. . . ., . . -----r,i:zzzzzzzz=vr--~7TI l;=I, =; .. lml l;= .. =ri' rnl I r-----,;l'.-:/r/7"/7/7""7""://'/7"/7/77/'Tj-... -. -.. ---:,.:;~ . _:-' l>: =ill ...... •. <: :< ~ .... -£_ 1 /2 TON BRIDGE CRANE 1.----------I 1.----------, .--..:::::==-------------19' -4"--===:...._ _____ __, 2 TON BRIDGE CRANE I 1 ., .. ... JI ...• I . .', 112 13) 55DBV025 2" BALL 55DCV025 2" CHECK . . I I I I I I I I I I I I I I I I I--{ \ '-' ..... DOUBLE LINK0 SEAL ~ =111 -111 I I g" i-- ........ -. _l) _r_ IM mi HI ( 10"-STL-FM )>---I I ~~ I . I 1" CROSS WITH PLUG (TYP) 5'-0" MAX. ( 10"-STL-FM (TYP) AND HOST W/ TROLLEY '---------1-----~.....,_-/-I 4' -1 " 1~ ( 1 Q"-DI-FM ~1---- 5 PIPE SUPPORT ( 4"-STL-FM }-"177 I ~ ~~ (TYP) RECYCLE LINE ,,__....L--rl'~ I I ~ CONTROL VALVE\ I , I I I i rT I -------------------------+-----=:...:::i=----~---+--------------+-----I 0-.. 0 ® 4" MAG I ® I --II ~ I 8 1 % SLOPE METER 1.i 9 ,-1-, \ "" N / ~ 4'-4" -~ ' "ttm ~= ' I i ,, 'I'--/ ---II yw ~ i_,_ ____ ! I . 2 -3 .1 "1-+i'=='t::±:t= g" (TYP) 0 I n N I N 10" BLIND FLG ( 8"-STL-FM 7 (TYP) 0 ~ I LJ) [C 88 ' 1" _DJAIN---::\ -~ 1 --r--,1o1'_; ~, i -3 € ~ I " ( 7 PIPE SUPPORT ~ ~ 1 --:~ 1 ~ 'i-~-5-0-0 2---lf-(½--"T'--=YP'-7-') ""-"'-'-'---"'-'-''-'--n I -------- I ' >-.... }-'-p . INV EL -2.00 TY I ___L EB ( ~ I -++-,,} -----'di----+-----~ -r--=---+-1-------.,,,,.....-tlt-,-++------',----'----=-7~---+-rtll-.--+--.-....--'!V ..,_ A lll•r+1 ----4'--I GROOVED FLANGE ADAPTER 1 o" AG 88 7 <) I (TYP.) METER LJ_ ~ = -r' y ---I~~~ +-=J-.__ --- --(.:::-_-, ........... -+-+------\ (--,I-I '1-'1--+---'--+·HlC----'llll+ L..:: ,__ , __ , \ , __ , I I / / V 111-.....,....1 ____ _ - I ,-. ,-. (i)<i) p, ... - I I - I r \ I ~ -- l j ~~ ~ j \~~ l ~ 0 I -,-. . -0< > A :. - -0 I 1 0 --~ ~ I r I \ ~ -- -,-. 0< > - - l i r I ~ \ ·~ -- -- 1 1"-SST-V ) (TYP) 1 5' -1" 7 PIPE SUPPORT M5002 (TYP) A j --V I I 0 . -1 1 3' -1" 4 VENT LINE ~ C: p 1/2 TON HAND CHAIN HOIST 1 n I V 1 DETAIL SCALE: NOT TO SCALE 1, ' , ::.,, , ::.,, M 5 0 0 3 ( TYP ) ·--------------- 1--~_:.,.: •• -._. ~-------=-----'-:::_i._~ _ __J_, _ __,___-=1,__ __ ----'-----/-L-/,.,.=1------'---.---------------------------e:;:;~1=:1....-==,-zj ~ 1 7 4• .. 4 •• .. .. . .. . ., .. . . . .. . ·. . . . .; • I 55DPMP100 I I 55DPMP200 I I 55DPMP300 I . . • A ... A ,'. •• •• '4 .. • ... ,d-~ •. •:.;, :·'•• ., ... ,• . .. . 4. .. . --(2 PIPE SUPPORT ~5003 (TYP) ◄:. • ., • • •• -.;. . •. .' • :· ·, ~ . . . . .. . ' 4 . • ~ •• •• " ~-•. ,: • ' ._.·4, .·: . • .... · .... 1 . . • . . . . . ~ ' . .. .. . . . ' .. . • . . . , . ··, .. •• . . .... . .. .,: '"\, • . C :::, C: p • ." • .l!, .. ' • ·: . . .. ·. ~·. 4 : '· ... .~-. ~- . • .I A, ; . •. '.' . •. r 4 •. .. • . .',. ·.•·.-. Ali .. 1· . . . . . -. . . \ . ~ \L______J 55DPMP020 ~-----l: 55DPMP025 I RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I') Ol o--1---------------------------------------------------------------------------------------------------------------,..._ /r-,. I') 0 sto .'.'.?-"" .., . O<Xl o::- ~g-z (/) A RECORD DRAWING MARK DESCRIPTION DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION MECHANICAL SECTION - 1 PROJECT NO. 5-51 DRAWING NO. M3002 49 OF 98 0 ""O ., e .. 0 .... u ., Cl:: ..C Cl .. ID Cl:: I w~ (/J I{) :::i I I{) "' A B C D 3:~ E ""00 ·z r<) <( 0-' Oa.. rri I :::i! :::i! _!. I I{)~ I IO IO I /IO ..c lil E /~ ., 0 ~z C/1 <( 0-' C..a.. E1 0(1) ~ .!. :!:: I{) ':i I ID IO ~cnF /1::i .... Cl:: :J X .. .... (/J .c ~E ~o I~ 1 ' L{) I n ,-y-----0--'.._ ~ 2 STANDARD 8" FLANGE FABRICATED SST FLARE 1 SCALE: 3 / 4" = 1' -0" 3 4 5 1 (TYP) M5003 4"-CI-SS ) 6 I V 7 (4) % 1/, 1/, ~ 1/, 1/, 1/, 1/, --" EL 11.00 1/, '\-\\--,1-1,-,1 --1,-,1 ,1--1,,------L....L+----~-- EL 9.17± PIPE WALL PENETRATION M5002 - ' r II r, = -- !:, ~ / ' '~ ffi ffi I 111111 111: -II, = "T--+---.----.-111= -~ -1..---i T"I_II B ----I 1-~ --f/) G(J:)+-------+----- ........ 1' • • -,-2' '-. _I_ I: '-J ~ ,-! I '-.=.; "--~ 0 "'-n "-'-88 J_ I l"---1-------( 10"-STL-FM ~ BUBBLER TUBING ----r---.._ 1~-1---=:.J.L_--1-.---;-l 7-~~ & 2 ~~ i _ -u •• 1L-~~ ~ss __ ss 1 ~rNEE~~LflONi----M-5_0_0_2-i----------i---._~-~ ',-•-, ,-;-· -. -.~e ~;~ ! L ~ ~ • • • ~ \I ~--+---~ a ~ 1 , 1 ✓ 1 -ij. --~1_ 1 --=-----1 ~ 10"-STL-FM ) ~ N ( 2 4 "-VC P-S S :J:-----;------....._______ \ I / ,-_n I I A , , ---..._ \ -1-:1, I --·-;< ------.,...,--7'-r-No_T_c_H_G_R-AT-1-t-~-G-----t---------t- ~j :_l I ' u V✓ ~ 6) •• • / AS REQ'D , 11; :-0 I / 0 1"-ssT-V ICCl.ill='lii!!:-~ / - EL-6.34 n I --~-------------7 i' i'. /i' WATER GUIDE ----... (--8-.. _-S_T_L ___ FM-; / / /,,,--..,,_~ -----/ P, ,-----+-----+-1" BALL VALVE REQ'D 8 ( 8"-STL-FM ; ~~// -----------~----(II,>~ 1 M5~03 I V / /II------~ ~G -I// :;;,.......:l~: Ill , PIPE WALL , 2 / / ----------71 ....,, , ,-----+-----+-8" RUBBER EXPANSION JOINT (TYP) TAG 1 ( 2 I ( 3 I 4 5) 6 9 10 NOTES: 1. SEE ELECT DWGS FOR PUMP INSTRUMENTATION AND TAGGING. 2. SEE OCSD STANDARD DWG S-202 FOR INSTALLATION OF RUBBER EXPANSION JOINT. TIE RODS FOR INSTALLATION OF RUBBER EXPANSION JOINT SHALL BE PER OCSD STANDARD DWG S-200. VALVE LIST VALVE NO. SIZE TYPE 55DPV078C 1 o" PLUG 55DPV078F 1 o" PLUG 55DPV078E 1 O" PLUG 55DPV078D 1 o" PLUG 55DPV078G 1 o" PLUG 55DPV078H 1 o" PLUG 55DPV300A 8" PLUG PENETRATION ,t-M-5--00-2--t--+,,'v 0 '-----;,'-/---,,./,'--L:~------_ 7-=-__ ~ \_'7=r_ I® _ V--) 1 =-- / 1 V // ------------~ ©.c-V } .,.,,-------;-------, SU PP ORT PER PUMP FABRICATED i----------t------17'--r/'---7'-//--LI ..._ n ~ ------f' -, (/i <. I --------MANUFACTURERS RECOMMENDATION SST FLARE _ ,,, ' -4,---------- 7) (8 55DCV305 8" CHECK (TYP OF 3) EL-1 PIPE SUPPORT I 55DPMP300 I ( TYP) ,_M_5_0_0_3 +---' = PIPE SUPPORT, 6 f------+-~ (TYP) 1~5003 SECTION B SCALE: 3/8"=1'-0" M1003 4 .. ' ~4 .• 4, • ' 4 ' • :,4 , . 4 A "., ..• ~- 'fl • . . .. . EL-15.25 ( 9) 55DPV300 8" PLUG RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. r<) 0) 0--1~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/r-,. r<) 0 st 0 _?.N .., -0 DD Cl:: ~ ~g. z (/J RECORD DRAWING PUMP DISCHARGE ELBOW SUPPORT REVISION MARK DESCRIPTION 03 07 08 05 DATE APPR. DESIGNED BY: Aghonian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sol -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION MECHANICAL SECTION -2 PROJECT NO. 5-51 DRAWING NO. M3003 50 OF 98 0 ""O ., e 1 A B C D 2 E 3 M5002 24"-VCP-SS 3 : '' ,4 . . . •· • .; . ' • 11,. •• •. . . ·• • . · .... 4 10"-SST-FM 2" -SST -SPD SUMP PUMPS 4"-SST-FM RECYCLE LINE 10"-SST -FM 5 ~_L_~--=---=--:=...-:=...-:=...-:=...-:=...-:=...-:=...L=:..."'=-.=:...~=:_'=._=:_=:_"'=-.=:...=:...=:...'=-.=:..==....,,,-~--"' ":-~'--·~--+-INV EL -6.34 ·• • . · .... 3 .. • SST WETWELL1-----1--' 1 BASE 3005 1 6 7 TOP OF PIPE---- EL 4.00± WET WELL 5 BUBBLER GUIDE'----__,___ M5004 :V EL -4.84 HWL :V EL -6.34 LWL 6'-6" 3' -2" 4" FILLET 8 B .... ·. 1 ... 111-' "F-------+------= .• -. ...:.._-!!11!+11!""-...:..__ BU BBL ER TUBING IN 1• ½" SST TUBING TO CX) I CD 3' -4" ELECTRICAL ROOM , . ..______--1-----"-•·:....:· ''------1------JUN CTI ON BOX • . . ·• • . . . . ... •, .. • ... ts " ' 3 ,.....__ ____ --1------1 Ill M5002 11 I 7 I= 11 6"-PVC-D 5 SUPPORT 5004 SIMILAR TO .....__ ___ BUBBLER TUBING ~-FLARE/ FLGD SST 90" ELL (TYP OF 3) 9 10 ~ L--------------------------~~;:::::~:::::::~~~=====±~~~==~~-~~-...!====::::::!ar---c-~---.~,'----~~-~---_-___ _,t~ ------6-.6-.. - ". 6.6" BOTTOM OF BELL 2 1'-8" BUBBLER 1------1---_, BELL SECTION C SCALE: 3 /8" = 1'-0" M 1 003 -0> _____ _,_ I>' • RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. WETWELL SECTION M3004 51 OF 98 0 -a OJ .0 e I.. 0 ~ 0 OJ ..c: Ii:: w VJ :::, A B C D 1 2"-SST-SPD 1--~ TO FORCE MAIN CONNECTION 3/8" 316 SST-- MOUNTING BRACKET PER MANUFACTURERS RECOMMENDATIONS 2 3 -tO I UL TR A SONIC ------~__J_:~--------~~---'---=~--1 -----'- SENSOR 8" ~_, 55DPMP020 "---------l 55DPMP025 SUMP PLAN DETAIL 1 SCALE: 3 / 4" = 1' -o" M 1 003 TAINLESS STEEL CABLE -+--~ 4 5 2" -SST -SPD ,___ TO RECYCLE LINE CONNECTION 2"-SST-V FROM PUMPS ULTRASONIC---~ PUMP ROOM FF SENSOR TO FLOAT SWITCH JUNCTION BOX REMOVABLE FRP GRATING <1 _M.,-I_N_W_A_T_E_R_L_E_V_EL_----:::"·='"-·_:., ___ 4 _. -·-'--· .,·'f ···-1-- (PER PUMP MFR - 16" MAX) 4-. <I . . FLOAT SENSOR PLASTIC COATED LEAD WEIGHT ... . ... ~ 48" g" 5' -0" 6 EL 1.84 Ct_ <1 . .. '4-. 4 3 MS00 3 PIPE SUPPORT 4 4<1 . QUICK CONNECT COUPLING <1 . 4. .. 4 2" FLEXIBLE RUBBER CONNECTORS ... <1 .; ... z 4 "!I 4 • <1 -4 . .d <I • . • . • . .. <1 ... , . ' <1 .. . . ..... ··_4. .., . NOTES: 1. INSTALL 6" STILLING WELL WITH ULTRASONIC SENSOR 7 8 9 1/4" SHOP FABRICATED SST BASE. WELDED CONSTRUCTION TO LINE THE WET WELL BASE. GRIND SMOOTH ALL WELDED JOINTS EXPOSED TO WATER FLOW. 10 ,,-------+-1/2" ¢ STAINLESS STEEL TUBING ,,------+-8" ¢ PVC PIPE SUMP SECTION A 4 ¢ LEAD CYL. WEIGHT AT LEAST 10 LBS. ---+---s ..., <I. <I SEE DETAIL 5 ON M5004 TESCO LEVEL 6" ¢ 8"X6" REDUCER 1 / 4" SST BASE BUBBLER TRANSMITTER MOUNTING DETAIL 2 SCALE: 3/4"=1'-0" M3004 SCALE: 3/8"=1'-o" \_ 4-1/2"• SST WELDEC ANCHORS @ 5'-0" ON CENTER W/ 4" EMBEDMENT SST BASE -ISOMETRIC VIEW DETAIL 3 SCALE: NONE M3004 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. M3005 52 OF 98 A B \IOTES: 1 ½"12> BOLT W/ NUT & WASHER 2 3 1 /8"X4" NEOPRENE PAD EPOXY BOND TO DUCT ALL AROUND 6" ITrYP) ~======""====':;"!;;ji-----ll----¼" X 4" STRAP BAR CENTER IN THE LEG LOCK NUT (TYP) --------------DUCT ,__ __ 5/8"12> HANGER ~~~===============~~~'l---L4X4X3/8 RECTANGULAR DUCT ~ 2" WIDTH OR 0.D. OF (TYP) ROUND DUCT 1. ALL SUPPORTS SHALL BE TYPE 316 SST, UNLESS OTHERWISE NOTED IN PLANS. 2. ALL BOLTS, NUTS, WASHERS AND CONNECTIONS SHALL BE TYPE 316 SST. 4 <;J . : . ~ HANGER -------------~ ANGLE BAR ROD (TYP) / I I 2H ----j CONCRETE CEILING CONNECTION CONC BEAM II.•• 3/4"12> CONC ANCHOR • • ' •• W/ 3" OD WASHER------.._ •eccl~ HANGER -------------""-_,~-ANGLE BAR ROD (TYP) I I 2" ----j CONCRETE BEAM CONNECTION 5 BEAM---~ WIDE THROAT TOP BEAM "c'' CLAMP W/ LOCK NUT BY TOLCO, UNISTRUT OR EQUAL 6 EXPANSION_J== ~== BOLT (TYP) i"----1,,-- - ,__--CONC WALL 7 1+1---DU CT 1 /8"X4" NEOPRENE PAD EPOXY BOND TO DUCT ALL AROUND --¼"X4" STRAP BAR CENTER IN THE LEG 8 4-1 /2" \2i SST EXPANSION ANCHOR W/ NUT AND LEVELING NUT 4" 9 PARAPET WALL 6"x6"x3/8" PLATE MIN EMBEDMENT \ ~-I~----------~ ~= 311x6 11 x3/8" STEEL BASE PLATE TYP 4-1 /2" \2i SST NUTS AND BOL Ts,-~ TYP 10 UNISTRUT P1001A OR EQUAL ROOFING MEMBRANE RIGID INSULATION METAL ROOF DECKING W8x15 C 3. SEE PLANS FOR THE SIZE OF DUCT. BEAM CLAMP~ RETAINING STRAP TOLCO, UNISTRUT 0 "t) ., .0 e .. 0 .... u ., .c: ~ w V) ::, ~ 0 0 I{) ::!! I '° I ,, .c: u ., ,> ., .... ·.; 0 a.ct: Eo 0 [D _s?.. .!- :!:: I{) ·3 I [D I{) D ~ciiF /"-.... w ., ct: a, X .. .... V) .c: ;E ~ " 15 CRIMP COUNTERFLASHING OVER DUCT FLANGE FLASHING BY MECHANICAL CONTRACTOR 4" CANT STRIP ROOFING INSULATION ... ·. METAL DECKING _/ 6"X3½"X7a'L CONT -~ OR EQUAL HORIZONTAL DUCT SUPPORT DETAIL NO SCALE M3001 2X TREATED WOOD CURB , ; ( i z --~ '.2 CXl I I l ' ' ½"12> BOLTS 2-PER SIDE W/ STL LOCK & WASHERS 1" FOR DUCT SIZE CLR SEE DUCT PENETRATION THRU ROOF DETAIL NO SCALE 7 5/8"12> HANGER ROD (TYP) /ANGLE BAR I VERTICAL DUCT SUPPORT I 2" ----j 2 BEAM CONNECTION DETAIL NO SCALE M3001 2" ANGLE CLOSURE COLLAR 3½"x3½" CURB ALL AROUND • 4 </ <I 4 <I ½" MAXIMUM CLEARANCE ON ALL SIDES NOTES: <I SEALANT FLOOR PACK OPENING AROUND DUCT WITH MINERAL FIREPROOPING SEALANT DUCT 1. ENCLOSURE DUCT IN TUNNEL IS TO BE RATED TO MAINTAIN SEPARATION OF AREA CLASSIFICATION. DUCT PENETRATION THRU FLOOR SLAB DETAIL 4 NO SCALE M1001 UNIT FLOOR OPENING INSIDE UNIT DUCT SUPPORT DETAIL NO SCALE OUTSIDE UNIT ,__-AIR HANDLER SIDE PANEL 6 M1001 OPENING FLANGE----11 w I BASE HEIGHT-3" CURB DUCT ~;== \~FLASHING \ \ \__ FAN ROOF MOUNTING CURB DETAIL 5 NO SCALE M1001 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 8<»--11-----------------------------------------------;._ __________________________ ....;, _____________ ....:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,a._ /r-,. "'0 v 0 ,.N -, -0 IX) ct:~ 0. a. /., z V) A RECORD DRAWING MARK DESCRIPTION DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sol -04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L;Jf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION HVAC STANDARD DETAILS PROJECT NO. 5-51 DRAWING NO. M5001 53 OF 98 0 ""O ., e .. 0 .... u ., .c 6: w (/J ::) .c ;E ~o I~ A B C D 1 SLEEVE COUPLING TO SUIT PIPE. 2 FINGER TIGHTEN NUTS AGAINST ANCHOR PLATES. TORQUE THE SECOND NUT TO LOCK THE NUTS TOGETHER CENTER ON JOINT\ 3/4"\ll TIE ROD A + 1.. A (MIN) COAT W/ EPOXY PAINT PER SPEC DUCTILE IRON PIPE (DIP) ,-+----+- ' 11 • 1" GAP 3 I _l_ 4 -----------1 - 1 / 8" TIE ROD I I I PER PIPE______7ili COPE TO FIT PIPE OD + ¼" 5 GRIND ALL CORNERS J;1'' 3/4" TIE ROD 1-½" AS REQ'D TO CLEAR FLEX CPLG (1-½" MAX) FLANGE ,,, -~-CLEARANCE -1---To-----t- 3xA+6" MAX TYPEI CONNECTION TYPE II CONNECTION SECTION A NO SCALE ROD SCHEDULE FOR DIP PIPE THRUST TYPE OF NO OF RODS SEE NOTE 2 CONNECTION 0-6,000# I 2 6,001-12,000# II 2 12,001-18,000# II 3 18,001-24,000# II 4 24,000-30,000# II 5 (MAX) 3'-0" 5/8"\ll U-BOL T W6x15 WP W.P. NOTES: NOTES: 1. ALL SLEEVE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. 2. PIPE THRUST SHALL BE BASED ON TEST PRESSURE. (SEE SPECS) 3. PIPE THRUST = 3.2 x D 2/4 x TEST PRESSURE, WHERE D IS PIPE OD. 4. MINIMUM TIE ROD YIELD STRENGTH SHALL BE 48,000 PSI. 5. GRIND ALL CORNERS SMOOTH. HARNESS SET DETAIL NO SCALE 5/8"\ll 316 SST EXPANSION ANCHOR BOLTS TYP OF 5 WITH 5" MIN. EMBEDMENT ¼ 12"x12"x5/8" STEEL PLATE 3f 4"\ll DIAMETER HOLES (TYP) SINGLE LUG PLATE (TYP) 11 ~ l-½' SECTIONED ~ (2) L2x2x1 /8 -----~ ¼ 211 2" 3/4" DIAMETER HOLE 1 o" 1½" =:.i.I o = o 5/8" PL 1. STRUCTURAL ATTACHMENT MAY BE USED WITH VARIOUS HANGER, GUIDE, AND ANCHOR ASSEMBLIES. 2.SUPPORT AND ANCHORS SHALL BE 316 SST ½"~ SECTIONED SECTIONED 6 T-LOCK TYPE 316 SST SCH 10 (8" \ll OR SMALLER) 7 PACK WITH RESILIENT RUBBER EXPANSION JOINT FILLER .---11,-.,..---,,........,-r~-EPOXY MODIFIED GROUT 2"x 2" PREFORMED ANGLE STRIP 1" WELD STRIP SYNTHETIC RUBBER SEALANT ALL AROUND (TYP) ___ ../ 3/16" OR ¼" WELDED FLANGE NOTES: ____ ../ 'II •.. •. 4 . /C ·---•· •. '.,. •. ·., • -• . 0 'Ji , ~~ ___]_: ~-~,~-'"-=--=-c::!..-1" TO 1 ½" 1. SLEEVES SHALL BE CAST INTO WALL. 2. BLOCKOUTS AND SUBSEQUENT GROUTING IN LIEU OF SLEEVES WILL NOT BE PERMITTED. WATERPROOF PENETRATION DETAIL NO SCALE 5/8"\ll EXP ANCHOR WALL 0 ½" THICK FLAT BAR 15" L x 4" W ~-HOLES TO MATCH FLANGE HOLES SECTIONED PIPE CLAMPS ~ ...____,___ / ' I "--- HOLES FOR 3/8"\ll ANCHOR BOLTS 2" & SMALLER PIPES PIPE SUPPORT DETAIL 5 NO SCALE PIPE SUPPORT BLIND FLANGE SUPPORT DETAIL 7 7 DETAIL 6 NO SCALE NO SCALE M1003 8 T-LOCK-~ MODULAR MECH. EXPANDING RUBBER SEAL (LINK SEAL W/SST BOLTS) -~ 9 PIPE SLEEVE SCH 10 SST -k---------¥-- 1" WELD STRIP-~= ~~~~r-__, 2"x2" PREFORMED -~ ANGLE STRIP NOTES: ,:i • • • <;J •.. • , 4 • • • .• 4 , • <l •.. • • l,, •• 1. SLEEVES SHALL BE CAST INTO WALL. 10 2. T-LOCK OR COATING TO EXTEND 2" MIN ONTO PIPE DOUBLE LINK SEAL DETAIL 3 NO SCALE M1003 <O 3" TO 12" PIPES RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. "1 0) 0--11<----.-------------------...... ---------------..... ------~----------------------------------------...... ---------------------..... --------...... -/ r--1'1 0 st 0 _?.N ..., -0 DD c:: ~ ~g-z (/J &. RECORD DRAWING MARK DESCRIPTION DATE APPR. DESIGNED BY: Aghonian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION MECHANICAL DETAILS - 1 PROJECT NO. 5-51 DRAWING NO. M5002 54 OF 98 .... 0 .... u ., .c a: w (/) :::i "' A B C D ~ E r<:i 0 0 IO :::i; I ~ IO I ,_ .c u ., 1 .... "iii 0 a.a:: E c::, O!Il u1 /~ ..., IO =1 iiJ IO I •• F "' (/) <Cu. /W .... a:: a, X ~ .... (/) .c :;'. E ~o N I '?. 1 PIPE DIA. CLAMP 1 SIZE ROD DIA. JAMB NUT, TYP 2 TYPE Ill UP TO 4" 6" & 8" 1 o" & 12" 1 /2"x 1 / 4" 2"x 1 / 4" 2"x3/8" 1 /2" 12D MINIMUM 3/4" 1 " • I ✓.!SELF-DRILLING ANCHOR BOLT . . r;:::. ~ ... --~ .i.---EXISTING CONCRETE -----E:±=4.+--cn-?'H~~S-----TYPE 31 6 SST SELF-DRILLING ANCHOR BOLT FOR CONCRETE BOLT AND NUT FOR METALS (ROD DIAMETER SEE TABLE) PIPE SIZE UP TO 12" 1/4 BASE ELL TYPE G DETAIL NO SCALE ffi 'l ' 'l -I / 'l 1 --FABRICATED PIPE CLAMP (WIDTH AND THICKNESS, SEE TABLE) M3003 8" ¢x1 /2"PL 1 "± NON-SHRINK GROUT 4-1/2"¢ 316 SST EPOXY ANCHORS WITH 2" MIN EMBEDMENT DRILL 4-5/8"¢ HOLES 3 8" SECTIONED DETAIL s NO SCALE M3003 PIPE STANCHION SADDLE MSS TYPE-37 GRINNELL FIG.259 OR EQUAL-----.... DRILL & INSTALL ½"¢(FOR PIPE UP TO 12") OR 3/4"¢(FOR PIPE LARGER THAN 12") TYPE 316 OR 304 SST BOLT & NUT-~ NOTES: 4 FOR PIPE SIZE UP TO 24" 5 ~ ADJUSTABLE SADDLE SUPPORT -f-n-1' / (GRINNELL FIG.264, ELCEN NO. 50B OR EQUAL) MAY BE USED IN LIEU OF BOLT & NUT 1. WHERE U-BOL T IS NOT REQUIRED, USE GRINNELL FIG.258 OR MSS TYPE-36 2. HOT DIP GALVANIZE AFTER FABRICATION. TYPE E DETAIL 2 NO SCALE M3003 PIPE FLANGE PIPE .. ... I • ' - .. ' ' - . • 4 NOTES: 6 PIPE SIZE UP TO 3" 1 ¼"x¼" TYPE 316 SST STRAP 7 8 9 10 WET WELL WALL~ 2 M500 ½"¢ TYPE 316 SST EXPANSION BOLT (TYP) • •• • • •• . . •. --- .1>. --•• • • ,r,· . "'. ·;,.· _v 6 6. L,. ==:::J • • ·: .v ·v • • • • • •. • V PLUG~ (TYP.) '\ /CHECK ~ .. / ~~ -~ .__.,._ VALVE / INSTALL OUTLET ABOVE HWL \_FULL PORT BALL VALVE (TYP.) POINT OF CONNECTION ~ PER MANUFACTURER ---'-.,__-'-_ TYPE H DETAIL NO SCALE 3 M3005 ~-......-IPE OD ~-L 6 x 6 x ½ TRIM AS REQUIRED __..--BOLT HOLES TO MATCH RESPECTIVE FLANGE c:::::;:=+==r==t"---120' FOR 3" Pl PE & SMALLER SUPPORT PIPE-----90' FOR 4" PIPE & LARGER -----,-,.OUND ALL SHARP EDGES (TYP) SECTIOG NOTES: 1. ADD CROSSES EVERY TIME A DIRECTION CHANGE IS MADE. 2. USE FULL PORT BALL VALVES. DETAIL 4 NO SCALE LEVELING NUTS-~ 1. HOT-DIP GALVANIZE AFTER FABRICATION . 2. MAXIMUM VERTICAL LOAD; ELEVATION DETAIL 6 NO SCALE M3003 1000 LBS ..-------------------------------, TYPICAL PIPE SUPPORTS SPACING BETWEEN PIPE SUPPORTS SHALL NOT EXCEED 10 FEET. SPACING BETWEEN SEISMIC SUPPORTS SHALL NOT EXCEED 20 FEET FOR TRANSVERSE BRACING AND 40 FEET FOR LONGITUDINAL BRACING. INFORM ENGINEER IF PIPE SUPPORT IS NOT CONSTRUCTABLE AT EACH LOCATION. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. l'"J Ol o---1~----------------------------------------------------------------------------------------------------------------------1--/r--..... 0 sto ,_N .., . O<Xl a::~ ~g- z (/) .. w (!) I-;= <( c::, c::, MARK RECORD DRAWING PUMP DISCHARGE ELBOW SUPPORT REVISION DESCRIPTION 03 07 08 05 DATE APPR. DESIGNED BY: Aghanian, Harmik -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Calderon, Sal -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION MECHANICAL DETAILS - 2 PROJECT NO. 5-51 DRAWING NO. M5003 55 OF 98 A - B 1 I 2 I TOWEL RACK -- 1 -1 /2" -GAL v-V ;J--~---------------------'--JL ,,,.. - LAVATORY SINK--~ r I '-----n----~~r-1 1-+lt-+-++---+-AIR CH AM BER '--~er, LAV-SHIELD--r---_.:._ 2· -1 o" INSTANTANEOUS-- HOT WATER HEATER BELOW - - ,lJJ I - 3 I 4 I 5 A V ,,__ ____ FINISHED WALL (2" -GAL V-V ;i-----------._ ~ " ~WATER SUPPLY / ~ ,,.. _ WATER CLOSET I I - - ;=; ) SINGLE ADJUSTABLE ~ __[ ____ I --SINK VERTICAL WATER___,/ CLOSET CARRIER FINISHED FLOOR C - D 0 "O ., .Cl 0 .. .. 0 -.... u ., .c a: w (/) :::i "' ~ E -i-0 0 IO :::i; I -IO I ,_ .c u ., 1- .... 'iii 0 a.a:: E c::, 0 aJ u1 .,,,_ ..., IO =1 iiJ IO I ,. F "' (/) <Cu. /W .... a:: a, X ~ .... (/) .c :;'. E -c N I '?. FINISHED FLOOR NOTE: I.< SEE SPECIFICATIONS FOR FIXTURE MODEL AND TYPE OF HARDWARE MATERIALS. 2"-CI-SS ; ,__-----1~ 4" -CI-SS ) --0, I -~ -. ,.-.._ 0 Q_ I >-~ I-..._,, LAVATORY SINK DETAIL, 1 1/2"-CP-CW ) NO SCALE ' M1004 l I ' ' 2' -0" ' . , --------1~8" -PVC-GUIDE) '-1 / i..,.:, --+----->--SST UNISTRUT, OR EQUAL ~--B---:+----,--,-----,----< TYP 3/16V ~---+-------+-8x6 PVC REDUCER ~---i-------,,i·------i----t~ 6 " -PVC-GU IDE) / ·LJ ------<-----.1--pvc Pl PE FLAN GE ~~-+------+--SST UNISTRUT PIPE CLAMP ,,,. WATER CLOSET DETAIL 2 NO SCALE M1004 NOTES: 1. ALL STRUCTURAL SHAPES, PLATES, AND BOLTS SHALL BE STAINLESS STEEL GRADE 316. ~ 1/4" 316 SST PLATE 6",10"(TYP) • c-3/4" ANCHOR BOLT (TYP) . L1 I ;::::i::===='----1-F== .. ===i==--6 x 4 PVC REDUCER LJ· <I BUBBLER GUIDE -DETAIL s NO SCALE M3004 I 6 I 7 I /"" .......--,•,-~ '---• ,,,----FINISHED WALL I I / SURFACE THREADED CLEANOUT PLUG WITH ACCESS -COVER. REFERENCE SECTION 15400. ' ' ,--...."" ...J...~''1,....-L ~ . CLEAN OUT DETAIL 3 NO SCALE M1004 8 I 9 I FLOOR DRAIN. REFERENCE SPEC SECTION 15400~ FINISHED FLOOR7 i\ ' I "'-----'J.....) ~'<;:::::::I:::: "p" TRAP TYPE V FLOOR DRAIN DETAIL 4 NO SCALE M1004 RECORD DRAWING 10 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - ,__ ,__ ,__ - l'"J Ol o-----1-----------------------------------------------------------------------------------------------------------.--/r-- 1'".1 o sto ,'.'.?-N ., -O<Xl a::- ~g- z (/) .. w (!) I-;= <( c::, c::, & RECORD DRAWING MARK )3/0, DESCRIPTION DATE APPR. I DESIGNED BY: Aghanian, Harmik -04/28/04 ~ESS/ ~ DRAWN BY: Robledo, Hector -04/28/04 ~:o~ J. C~~ CHECKED BY: Calderon, Sal -04/28/04 !a~~ ~ "i ~ 4 No.~Dj O l""I LINE IS 2 INCHES ~ i'fl~:' -OS;;, !;J I ■ ■ I ,,.K_,.xi.,,,, * AT FULL SIZE , -,~CHAN\~~ ' ~Of"CALI~ (IF NOT 2"-SCALE ACCORDINGLY) I Liff LEE&RO. Inc. I I I I REHABILITATION OF 14TH STREET PUMP STATION PLUMBING AND MISCELLANEOUS MECHANICAL DETAILS I PROJECT NO. 5-51 DRAWING NO. M5004 56 OF 98 I A - B - C - D 0 ""O Q) .0 0 L. L. - 0 ..., u Q) .c Ii:: LJ.J VJ :::, "' E 3: ""O 5 0 0 LJ.J I ~ 11) I 11) / u Q) Q) -/ Q) ..., "iii 0 a.o:: Ec:i 0 al ,S?, .!. :!:: I() ·-I cfi I() I .. ., (/) <( "-/LJ.J ..., 0:: a, X Q) L. ..., (/) .c ;E ~,J;l F 1 I 2 I 3 ELECTRICAL DIAGRAM LEGEND l t) 800AF 600AT f ,-3 ~ ~ S~TI ( 60A ~ 60AF T = 300/5 ~ -----3( PT(CPT) ~L', rrrY:i._ X1 ~L', rrr'f:s,_ RVSS I ~ 0 ~~ ' ' \ b ATS I I CIRCUIT BREAKER, 800A FRAME, 600A TRIP. DRAWOUT TYPE 3P UNLESS OTHERWISE NOTED CIRCUIT BREAKER WITH SOLID STATE TRIP ELECTRONICS, 3P, 3 CT'S DISCONNECT SWITCH, 60A, 3 POLE. FUSE, 60A. GROUND CONNECTION. CURRENT TRANSFORMER 300 TO 5A RATIO. POTENTIAL TRANSFORMER (PT), OR CONTROL POWER TRANSFORMER(CPT). POWER TRANSFORMER, DEL TA CONNECTED PRIMARY AND SOLIDLY GROUNDED STAR CONNECT SECONDAR~ POWER TRANSFORMER, DEL TA CONNECTED PRIMARY, WYE CONNECTED SECONDARY WITH HIGH RESISTANCE, GROUNDED NEUTRAL. RESISTOR MAGNETIC MOTOR STARTER, FVNR, 3 POLE. NUMBER DENOTES SIZE. ELECTRONIC SOLID STATE REDUCED VOLTAGE MOTOR STARTER WITH INTEGRAL BYPASS CONTACTORS VARIABLE FREQUENCY DRIVE INDUCTION MOTOR, 3 PHASE, NUMBER DENOTES HP. INDICATING LIGHT, PUSH TO TEST TYPE LENS COLOR CODE: A=AMBER, R=RED, W=WHITE, B=BLUE, G=GREEN AUTOMATIC TRANSFER SWITCH 1/ 30A DISCONNECT SWITCH 3p 3P, 30A I I DISCONNECT SWITCH WITH OVERLOAD 3P, 20A 20A 3P I " ~ STRESS CONE 1 EXPLOSION PROOF SEAL [£[] IGFT I 0 @] ® 0 Cf) @ IBJ 8 ~ 0--- ----0 0---~ ----,' 'f----1 I --yf-- o-f\;-o oIUlfLo OL'S ----tf-:Vf-+f- -0-< I MOV I I TVSS I 0 -D- I 4 I POWER MONITOR GROUND FAULT TRIP AMMETER AMMETER LINE SELECTOR SWITCH KIRK KEY INTERLOCK VOLTMETER THERMOSTAT SMOKE DETECTOR VOLTMETER SELECTOR SWITCH TWISTED PAIR, SHIELDED CONDUCTOR LIMIT SWITCH. PRESSURE SWITCH. N.O. MOMENTARY CONTACT PUSH BUTTON. N.C. MOMENTARY CONTACT PUSH BUTTON. N.O. CONTACT. N.C. CONTACT. INTERPOSING RELAY CONTACT SELECTOR SWITCH: H-HAND, M-MANUAL, R-REMOTE, L-LOCAL, A-AUTOMATIC, 0-0FF SOLENOID VALVE HEATER TEMPERATURE SWITCH THERMAL OVERLOAD RELAY CONTACTS. ,,. INDICATES CONTROL RELAY OR MOTOR STARTER COIL TOR TD R OR CR MS C = TIME DELAY RELAY, ALL CONTACTS ARE TIMING CONTACTS. (ON-DELAY, OTHERWISE INDICATED) -CONTROL RELAY -MAGNETIC MOTOR STARTER = MAGNETIC CONTACTOR METAL OXIDE VARISTER SURGE SUPPRESSOR TRANSIENT VOLTAGE SURGE SUPPRESSOR REFER TO NOTE 1 TERMINAL BLOCKS AT MOTOR CONTROL CENTERS AND CONTROL PANELS TERMINAL BLOCKS AT PLC'S WALL MOUNTED HID FIXTURE 5 0 I A /\ LJ s :::§ :::§ GFI :::§ GIW I I 6 I ELECTRICAL PLAN LEGEND PENDENT MOUNTED HID FIXTURE PENDENT OR CEILING MOUNTED FLUORESCENT FIXTURE EMERGENCY FIXTURE WITH BATTERY PACK SINGLE POLE TOGGLE TYPE LIGHTING SWITCH. GROUNDED TYPE DUPLEX RECEPTACLE. GROUND FAULT INTERRUPTER TYPE DUPLEX RECEPTACLE. GROUND FAULT INTERRUPTER TYPE, WEATHER PROOF DUPLEX RECEPTACLE. 7 @© MOTOR. G , , , NOTES: 1. LOCAL CONTROL STATION. EXPOSED ELECTRICAL CONDUIT. EXISTING EMBEDDED OR UNDERGROUND ELECTRICAL CONDUIT, CONCRETE ENCASED FIBER OPTIC CABLE (EXIST RACEWAY) FIBER OPTIC CABLE AND NEW LAP TUBE CABLE HASH MARKS ON CONDUIT SYMBOL DENOTE QUANTITY #12 AWG CONDUCTORS, MAX 8#12 IN 3/4" CONDUIT. 2. --G-- ONE LINE MAY REPRESENT SEVERAL CONDUITS GROUND WIRE, SIZE AS NOTED ELECTRICAL CONDUIT RUN-UP. G;---ELECTRICAL CONDUIT RUN-DOWN. (V"V\J WATER TIGHT FLEXIBLE CONDUIT. r-NUMBER OF FIXTURES 4 ~-FIXTURE TYPE ~NUMBER OF LAMPS / LAMP WATTAGE 2/40 8' ~-MOUNTING HEIGHT CONDUIT & FEEDER NUMBER (P=POWER, C=CONTROL, F=FIBEROPTIC, S=SIGNAL, X=SPARE) JUNCTION BOX GROUND ROD AND WELL, 3/4"DIA X 10'-o" LENGTH COPPERCLAD STEEL DISCONNECT SWITCH 3P FIELD MOUNTED INSTRUMENT CAMERA TACHOMETER WITH 4-20MA OUTPUT SOLENOID VALVE PRESSURE SWITCH FLOW METER REFER TO NOTE 1 GENERATOR RECEPTACLE POWER POLE PHOTOCELL A AC AF AIC AM I AT ATS AUTO AWG BC BSC C CB CKT co CPT CT cu DS DIV EL ETM EXIST FLA FVR FVNR G GFI GFT GIW HF HID HOA HPF HPS HZ IOR IR ISR J KCM KV KVA KVAR KW LCL LOR LOS LP LRA LTG LTS 8 I ABBREVIATIONS AMPERE (AMPS) ALTERNATING CURRENT AMPS-FRAME AVAILABLE INTERRUPTING CURRENT AMMETER AMPS-TRIP AUTOMATIC TRANSFER SWITCH AUTOMATIC AMERICAN WIRE GAUGE BARE COPPER BARE STRANDED COPPER CONDUIT CIRCUIT BREAKER CIRCUIT CONDUIT ONLY CONTROL POWER TRANSFORMER CURRENT TRANSFORMER COPPER DOOR SWITCH DIVISION ELEVATION ELAPSED TIME METER EXISTING FULL LOAD AMPS FULL VOLTAGE REVERSING FULL VOLTAGE NON-REVERSING GROUND GROUND FAULT INTERRUPTER GROUND FAULT TRIP GROUND FAULT INTERRUPTER, WEATHER PROOF HIGH FLOW HIGH INTENSITY DISCHARGE (LAMP) HAND-OFF-AUTOMATIC HIGH POWER FACTOR HIGH PRESSURE SODIUM (LAMP) HERTZ 1/0 RACK INFRARED INTRINSICALLY SAFE RELAY JUNCTION BOX THOUSAND CIRCULAR MILS (OR MCM) KILOVOLT KILOVOLT AMPERES KILOVOLT AMPERE REACTIVE KILOWATT LONG CONTINUOUS LOAD LOCAL-OFF-REMOTE SWITCH LOCK-OUT STOP PUSH BUTTON LIGHTING PANEL LOCKED ROTOR AMPS LIGHTING LIGHT SWITCH (PRESSURE SWITCH TYPE) 9 MA MCC MF MIC MMI MOV MS NC NF NL NO N/P oc p PB PF PFR PH, ¢ PL PLC PT PVC RECEPT RMS RVAT RVSS SCE SST STP SWBD SYMM THWN TRANS TS TVSS UG UON UPS UTP V VA VAC VD VDC VFD VM VSH VSHH w WP WT WTH XFMR I 10 MILLIAMPERE MOTOR CONTROL CENTER MEDIUM FLOW MANUFACTURER'S INTERCONNECTING CABLE MAN-MACHINE INTERFACE MOTOR OPERATED VALVE MAGNETIC STARTER NORMALLY CLOSED NON-FUSED NIGHT LIGHT NORMALLY OPEN NAMEPLATE OPEN/CLOSE (STATUS) POLE PULL BOX POWER FACTOR POWER FAIL RELAY PHASE PANEL PROGRAMMABLE LOGIC CONTROLLER POTENTIAL TRANSFORMER POLYVINYL CHLORIDE (DUCT) RECEPTACLE ROOT MEAN SQUARE REDUCED VOLTAGE AUTO-TRANSFORMER REDUCED VOLTAGE SOLID STATE SOUTHERN CALIFORNIA EDISON STAINLESS STEEL SHIELDED TWISTED PAIR SWITCHBOARD SYMMETRICAL THERMAL PLASTIC, HEAT RESISTANT, WATERPROOF, NYLON COATED TRANSFORMER TEMPERATURE SWITCH TRANSIENT VOLTAGE SURGE SUPPRESSOR UNDERGROUND UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLY UNSHIELDED TWISTED PAIR VOLT VOL TAMPERES VOLTS AC VOLTAGE DROP VOLTS DC VARIABLE FREQUENCY DRIVE VOLTMETER VIBRATION SWITCH, HIGH (WARNING) VIBRATION SWITCH, HIGH (SHUTDOWN) WIRE/WATTS WEATHERPROOF WATERTIGHT WEATHER STATION TRANSFORMER RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I-- I-- 1-- - I ,n ,.., «i:i o---lt,...------------------------------------------------------------------------------------------------------------------------1--/r---,.., 0 vo ,.N -, . OCXl 0:: ~ 0.. a. /a, :z (/) & RECORD DRAWING MARK DESCRIPTION I )3/0, DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) I I I !~~) ORANGE COUNTY I---~ ce·c..,__; \ ~~· SANITATION DISTRICT "-1:.Qi~~Qi' I I REHABILITATION OF 14TH STREET PUMP STATION ELECTRICAL SYMBOLS AND ABBREVIATIONS I I PROJECT NO. 5-51 DRAWING NO. E0001 57 OF 98 A - B - C -(k'. Cl rn I I() I If) ~ §o (/) I (.) I I() I If) ... _J 21-u::::, ., I J: (.) I a::: 'I"'"" Wit) Ul I ::::, If) "' ~E ~ 0 "? z < a _J 0 a. w I (/) I I I() ~ If) I I ,. If) u Q) y, - Q) ~ .... 0 "iii w 0 I- a. (/) E I 0 (.) ~ I :'.:'. I() ::, I ID If) I <ii F 1/) 5 .._ w .... (k'. Q) X Q) ... .... (/) J: .... E v ~ C I') If) I') ii:i 3-r--I') 0 v 0 ,. N .., <Xi 0 et: ~ ~ a. Q) z (/) w ~ I-< D D ,,a._ £ MARK 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 ----------¥~ .... __ c ___________________________________________________________________________________________ _ -----------------------~~•~-------=:-------7rr-_________________ _ ' ~. @ ~~ 1 pp pp r71 (TYPh-~ l KEY NOTES: G) CONTRACTOR SHALL COORDINATE WITH SOUTHERN CALIFORNIA EDISON FOR THE CONNECTION TO THE G) © ® ® SCE GRID. FOR POWER SERVICE CONTACT SCE PLANNER BRUCE CASON AT (714)895-0109. COORDINATE WITH PACIFIC BELL FOR CONNECTION OF THE TELEPHONE LINE. CONTRACTOR SHALL INSTALL TWO (2) 4" UNDERGROUND PVC SCHEDULE 80 CONDUITS FROM POWER POLE TO SERVICE TRANSFORMER. NOT USED PLC PANEL. SEE DWG. E1002 FOR ENLARGED PLAN. EXISTING 12KV OVERHEAD POWER LINE. SERVICE ENTRANCE SWITCHBOARD 600 AMP 277 /480V ,39l, 4W, 42000 AIC. INSTALLED ON CONCRETE PAD. (j) MCC. SEE DWG. E1002 FOR ENLARGED PLAN. @ CONTRACTOR SHALL PROVIDE CONCRETE TRASFORMER PAD PER SCE REQUIREMENTS. SCE SHALL INSTALL 75KVA, 480V, 39l, 4W TRANSFORMER. £ @ CONTRACTOR SHALL RUN TWO 2" PVC SCH 80 CONDUITS BETWEEN TELEPHONE POLE AND HAND £ HOLE. @ 4'x4' HAND HOLE. @ CONTRACTOR SHALL INSTALL TWO 2" PVC SCH 80 b,F CONDUITS BETWEEN HAND HOLE AND TEL BACKBOARD. L!:...", @ SEE SPECIFICATIONS APPENDICES FOR SCE POLE RISER BEND STANDARD LOCATION. @ SEE SPECIFICATIONS APPENDICES FOR SCE SURFACE MOUNT TRANSFORMER DETAIL AND PARKING BOLLARD PROTECTION. @ REFER TO DWG. E6003 FOR POWER CONDUIT AND WIRE SCHEDULE. DESIGNED BY· Cezar, Rosu -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 RECORD DRAWING LINE IS 2 INCHES I • I I SINGLE LINE AND CONTROL DIAGRAM UPDATE 08/0( AT FULL SIZE DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) I I pp PLAYGROUND SCE SUB STATION ~ : @-----:1_:__,, : i y-@ 13 I I I I I I ~ 8 5 BALBOA PALMS APARTMENT COMPLEX 1510 WEST BALBOA BOULEVARD ---------,o~------------11--@ •e------------------ P L A N SCALE: HORIZ 1 "= 1 O' Liff LEE&RO. Inc. .A ~ANl,1.._~ ff~~ I~ J~~-/\~~ ORANGE COUNTY 0 ~v SANITATION DISTRICT I I I I BALBOA BOULEVARD RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED . REHABILITATION OF 14TH STREET PUMP STATION PROJECT NO. 5-51 DRAWING NO. \ ELECTRICAL SITE PLAN E1001 58 OF 98 I I 1-- I-- I-- 1-- 1-- 0 "O ., .Cl e .c :;'. E ~~ 1 A B C D • a 2 B 3 4 5 6 7 8 9 10 GENERAL NOTES: 1. ALL CONDUITS TO BE INSTALLED ARE NOT SHOWN ON THIS DRAWINGS. CONTRACTOR SHALL REFER TO OTHER PLANS, SECTIONS, DETAILS, AND THE CONDUIT SCHEDULES FOR ALL CONDUITS TO BE INSTALLED. 2. REFER TO DWG. E6003 FOR POWER CONDUIT AND WIRE SCHEDULE. 3. REFER TO DWG. E6004 FOR CONTROLS CONDUIT AND WIRE SCHEDULE. 4. NOT USED KEY NOTES: (D INTRUSION SWITCH (ZSC062) b 0 ENTRY PANEL (FCP042) ~--------------------------------------r----, r ,------------------------------------~®~--------------------------------------1:~:----~ Q) INTRUSION SWITCH (ZSC062A) b © BUBBLER PANEL (FCP030) WITH AIR COMPRESSOR (CMP032) (TESCO CLASS 3600-MODEL C5X REACTIVE AIR MONITOR, OR APPROVED EQUAL) L I I I I I = r------- r __________________ _J ____ • -· """(j ..... -+ I 18 I : I -------+---------1 ,-----------= ---------- 1 r., '"' I r., I I I I I I I "' I I I - I 1-------- I r-----------= I r ----1 I I 1--~.-, I I _____ .J = P33 I I I I I I I : I __ _J I I I I E3001 ® MCC A & MCC B (MCC129 & MCC130) ® THERMOSTAT (TE064, TT064) (j) SEE (j) , DWG E3001 @ SEE @ , DWG E3001 ® SUMP PUMP CONTROL PANEL (FCP023) @ PULLBOX, NEMA 4X ENCLOSURE @ UPS EXTERNAL BYPASS (SWI060) @ UPS (UPS060) @ COMBUSTIBLE GAS ANALYZER (FCP050) L!f:. @ PLC PANEL (LCP PANEL) (FCP036) @ TELEPHONE BACKBOARD MIN. 24" X 48" X 3/4" @ WATER HEATER WITH LOCAL DISCONNECT @ RESTROOM EXHAUST FAN (FAN067) WIRED TO SWITCH NEAR BATHROOM DOOR @ LCP-A CONTROL PANEL IN 316 SST NEMA 4X PANEL ENCLOSURE @ TWO (2) 2" PVC SCH 80 CONDUITS. SEE DWG. E1001 FOR CONTINUATION. @ GENERATOR POWER RECEPTACLE (REC015) IN NEMA 4X 316SST CABINET. @ IRRIGATION CONTROLLER WITH RECEPTACLES INSTALLED INSIDE THE CONTROL CABINET. ~---_-----~-•~~-~--~.L_-_-~~~---:~=~:~•_2~5~---~-~~~------:~)~--=~-~;:~:~~;~==~-----~~~~~----:::::-----~~~~:L_~-~~~=:~_~_~:~~~~-~_::::::!::-----,4___,, -I _J @ ULTRASONIC TRANSMITTER (LIT035) PANEL, LI034B ON WALL ABOVE. @ CABINET WITH RACK WITH CAMERA EQUIPMENT (ROUTER , LAN NET, MULTIPLEXER) SWDP MODEL #SWE454-458. INCOMING BR KR ~------..I ------ STATUS 2" CONDUIT FROM FBK126 5 ENTRY PANEL ES002 I -----------------l I ~NRiOMMl~gEPOWER 2--______________ J ELECTRICAL ROOM ELECTRICAL POWER PLAN SCALE: 3/8"=1'-0" #4/0 BARE COPPER (TYP) 3 GROUND '---+-E-5-00-2--tROD (TYP) @ NEMA 12 ENCLOSURE WITH FAN HOR SWITCHES (HS051B AND HS053B). @ FANS PAUSE SWITCHES IN LOCKABLE ENCLOSURE ON EACH SIDE OF DOOR (HS059 AND HS059A). @ NEMA X ENCLOSURE WITH CALIBRATED GAS VALVE L!f:. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I '° ,.._, <i:i o---11o------------------------------------------------------------------------------------------------------------------------..... -/ I'-,.., 0 sto ,_N DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 -, . ooo ;; o-=Le,.F1'--+-_R_EC_O_R_D_D_R_A_W_IN_G ____________ -+-~-+-----< z Ul ULTIMA XIR GAS ANALYZER ADDITION CHECKED BY: Brown, Ernie -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE SINGLE LINE AND CONTROL DIAGRAM UPDATE .. w ~ !;;: MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) Cl Cl Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ELECTRICAL ROOM ELECTRICAL POWER PLAN PROJECT NO. 5-51 DRAWING NO. E1002 59 OF 98 A B C ~D c.. ~ I (.!) ....J I o LO -o I GJ LO .Cl 0 .. .. 0 +'N uo "z ..c: < •• ....J Cl: c.. WI (/l:::;; :::i I LO I LO ~ E -0 r<:i o~ 00 ~z w < I -' ~ c.. LO I I Ul _'!;-I u~ "? ~LO " .... "iii 0 C..a:: Eo 0 ID ~.!-.... LO =1 lfi LO I •• F VJ (/l 5-l!:i .... Cl: GJ X :!'! .... (/l 1 • 2 3 B PP1 214 I A---+-~ I DI I I I I I l I I l ENTRY PANEL-GREEN LIGH~ ENTER RED LIGHT-NOT SAFE. WIRE TO LCP. ------ MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) 4 1------- 24 - --P P 1 -1 2 <-----'-'-~ '~ 5 I I I I I I I I I I ______ ..... = 6 ELECTRICAL ROOM LIGHTING PLAN SCALE: 3/8"=1'-0" I I I I I I pi· 1 I I I I I 7 8 9 10 GENERAL NOTES: 1. ALL RECEPTACLE CIRCUIT BREAKERS SHALL BE GFI TYPE . 2. ALL RECEPTACLES AND LIGHTS IN THE PUMP ROOM, MEZZANINE AREA AND STAIRWAY ARE TO BE CLASS 1, DIVISION 2 RATED. 3. SEE DWG. E1004 FOR FIXTURE SCHEDULE AND RECEPTACLE LEGEND. 4. SEE DWG. E6003 FOR PANEL SCHEDULE. ---CD --, I I I I I I I I I I I I I I __ _J 2 ---© TOILET EXHAUST FAN RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ELECTRICAL ROOM LIGHTING PLAN 5-51 DRAWING NO. E1003 60 OF 98 A - B - C - N 0 z <C -' c.. I :::ii I in 01 ]U"l .Cl e D -.... o-...,o uz a, <C ..c-' c.. • • I 85 (/) 1/l I :::, -U") "' 3 "C I U") ·z st-<C 0 -' ~c.. w1 I 1- -I U") {!) 1-u,-' ,,,..1 u- E " '? y..u, - a, .... "iii 0 a.a:: E c::, 0 aJ u1 / -.... ., =1 iil U") I •. "' (/) <Cu. /W .... a:: a, X ~ .... (/) ..c :;'. E -~ I u, ..... <i:i 0 /r-,. ..... 0 st-a ,'.'.?-N .., . Q<Xl a::- ~g-z (/) F 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 -- ~ ... -~ ,.. ~ ~ - L -/B\ / E \ \2/40/ \2/25/ --• d:> - - , -T • -~ 120 ~ ,,-'-.)_ ~ EP , - / I 120 I ~ PP1-20 "'i='1 1 ,, /B\ 120& EP \2/40/ . r=r11 -1--, / B \ PP1-22 :<;: I~ \2/40/(TYP. OF 10) ....._ ~ ., -~ ~ PP1-22 > ., ~ -~ W' ~ ~- <".'.) t'.> ~q> >T I >< • • ' ' . . • • ' ' . • . - -\ / E \ PP1-12 \2/28/ (TYP. OF 2) SEE STAIRWAY LANDING LIGHTING PLAN, THIS SHEET ....._ IS FOR CONTINUATION. MEZZANINE LIGHTING PLAN PUMP ROOM LIGHTING PLAN SCALE: 3/8"=1'-o" SCALE: 3/8"=1'-0" WIRE/ AREA RECEPTACLE MFG./ FIXTURE SCHEDULE SYMBOL VOLTAGE POLES CLASS CATALOG OR EQUAL ~00 CROUSE-HINDS AP20458 @ 3 OUTDOOR RATED FLOODLIGHT FIXTURE 480 3/4 WP W/ AJ BOX AND ANGLE ADAPTER 250W, MH, 120V AC, MARINE LOCATION, TOP VISOR, NARROW VERTICAL 0 HOLOPHANE PF-MEDIUM PREDATOR (PF25LHP12LN3WH), OR EQUAL. g' ep CROUSE-HINDS GFS-1 / 120 2/3 EP USED WITH EFS172 BOX COMPACT FLUORESCENT LIGHT FIXTURE AND ENR 5201 RECEPTACLE ,-@ 4 0 2X40W, RATED FOR CLASS 1, DIVISION 2, WET LOCATION §= HUBBELL GF5362 ( CROUSE-HINDS FVS 20, HORIZONTAL WALL MOUNTED, OR EQUAL. 120 2/3 -8' NEMA 5-20R ELECTRICAL ROOM INSTALL CONDUIT 1/ ....._ 1/ LIGHTING PLAN BELOW GRATING 2-LAMP BATTERY LIGHT FIXTURE fij-40 HUBBELL IG2620A @3 240 3/3 -FOR CONTINUATION 2X18W, 120V AC NICKEL CADMIUM BATTERY, "PUSH-TO-TEST" CAPABILITY NEMA L6-30R SEE DWG. E1003~ I 8 HOLOPHANE CORTEZ A4 (C4CT50WDTF2NA), OR EQUAL. ' I 8' £ ~ 1/ 30 = AMP RATING i I @5 2-LAMP FLUORESCENT WRAPAROUND FIXTURE WP= WEATHER PROTECTED \ I /E\ 2X32W, 120V AC, 4' HOUSING, ENERGY SAVING BALLAST, CORROSION EP = EXPLOSION PROOF \ /B\ I 3 RESISTANT FINISH TL = TWISTLOCK PP1-14\2/40/ I \2/25/ PP1-12 ~ 10' HOLOPHANE PRISMATITE (7200-4-12-J-Pl ), OR EQUAL. I 2-LAMP EMERGENCY LIGHT SYSTEM 1/ £ <".:>It'.> @5 2X25W, 120V AC, RATED FOR CLASS 1, DIVISION 2, LEAD CALCIUM BATTERY NOTE 1 GFI RECEPTACLE SHALL BE USED WHERE REQUIRED BY NEC AND IN AREA { ' c) r,-J 5 "PUSH-TO-TEST" CAPABILITY OUTDOORS OR ROOMS SUBJECT TO FLOODING. .. f J I ' 8' CROUSE-HINDS LIGHT-PAK N2LPS (N2LPS6422), OR EQUAL. , // , % NOTE 2 GENERATOR PLUG IS FEMALE, RECEPTACLE IS MALE. // 1/ '/ ~ @2 OUTDOOR RATED SURFACE WALL TYPE WHITE FIXTURE NOTE 3 TWISTLOCK RECEPTACLES SHALL BE USED FOR STATIONARY EQUIPMENT 26W, 120V AC, RATED FOR MARINE LOCATION, MOTION SENSOR AND ALLOWED TO BE CONNECTED BY NEC. 6 PHOTOCELL PER SPECIFICATIONS SECTION 16500, LIGHTING. NOTE 4 ALL RECEPTACLES SHALL BE WP AND GFI PROTECTED -11'-6 HOLOPHANE WE-EF AVA359-26. /B\ RECORD DRAWING \2/40/ PP1-14 GENERAL NOTES: THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY STAIRWAY LANDING LIGHTING PLAN 1. ALL RECEPTACLE CIRCUIT BREAKERS ARE GFI TYPE. AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND 2. THE RECEPTACLES AND LIGHTS IN THE PUMP ROOM ARE CLASS 1, DIVISION2. FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE SCALE: 3/8"=1'-0" RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. DESIGNED BY· Rosu, Cezar -041'.'.281'.'.04 REHABILITATION OF PROJECT NO. ~ ~-I T t\_T?:,,._ DRAWN BY: Robledo, Hedtor-041'.'.281'.'.04 ~ESS/~--~, I,~~ 14TH STREET PUMP STATION 5-51 ~~\.1,~R Ro.r~ ~ ORANGE COUNTY CHECKED BY: Brown, Ernie -04[28[04 Liff LEE&RO. Inc. -\~·· fg No.£1-154-4 -'."C'._.. "--I ci, DRAWING NO. 0 ,-LIGHTING PLANS AND ~-= -<<;_j \ 03/0i LINE IS 2 INCHES • Ellp.~w SANITATION DISTRICT E1004 J "\ RECORD DRAWING I I I I ~~o \ SINGLE LINE AND CONTROL DIAGRAM UPDATE 08/0~ AT FULL SIZE ~~ tcn1<:. ~~ FIXTURE SCHEDULE J OF CAI.I~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) "-' 61 OF 98 I I I I I I I I A B C 5D z :'5 a_ I ::;; I o-,:,U"l ., I ..c U1 e .... 0 .... _ Uo ., z ..c <( •• _J c:: a_ WI (fl Vl ::::, I ;;; I U1 ~ E ,:, IL) ON 00 -z w<C I -' -a_ ,n I lw ,. I u-., '? )-U1 ., .... "iii 0 C.c:: E c::, 0 aJ u1 ,,,,_ .... U1 =1 iil U1 I •• F "' (/J <( "-/W .... c:: ., X ~ .... (/J ..c :;'. E -~ I ,n 1 E3001 • a A 2 3 I I 55DPMP100 I 4 5 6 r - fmVHsVHS\ dr-----<C4~ A I 55DPMP200 I I 55DPMP300 I ....,... A PUMP ROOM ELECTRICAL POWER PLAN SCALE: 3/8"=1'-0" 7 8 I I 0 SEE ELECTRICAL SUMP PLAN FOR CONTINUATION (THIS SHEET) _J l -l 4 'I 9 10 GENERAL NOTES: 1. ALL CONDUITS TO BE INSTALLED ARE NOT SHOWN ON THIS DRAWINGS. CONTRACTOR SHALL REFER TO OTHER PLANS, SECTIONS, DETAILS, AND THE CONDUIT SCHEDULES FOR ALL CONDUITS TO BE INSTALLED. 2. REFER TO DWG. E6003 FOR POWER CONDUIT AND WIRE SCHEDULE. 3. REFER TO DWG. E6004 FOR CONTROLS CONDUIT AND WIRE SCHEDULE. KEYNOTES: (I) CLASS 1, DIV 2 LOS/JOG FOR SUMP PUMP (_j) CLASS 1, DIV 2 LOS/JOG FOR MAIN PUMP \ I -<. HS 025A ME 021 4 E5002 • a 26 ELECTRICAL SUMP PLAN SCALE: 3/8"=1'-0" RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. ..... <i:i 0---1~--------------------------------------------------------------------------------------------------------------------...... -/r-,. ..... 0 sto ,'.'.?-N .., . Q<Xl c::- ~g-z (/J .. w ~ !;;: MARK c,c::, RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE DESCRIPTION DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION PUMP ROOM ELECTRICAL POWER PLAN PROJECT NO. 5-51 DRAWING NO. E1005 62 OF 98 A B C a:: D 0 [D I ~ tn I tn 0 "O " ..c N e o .... I-0-.... 1/) 01 "w .c I .. ~ Cl: tn w1 1/) tn ::::i "'NE ~o "Oz .< "' _J 0 c.. 01 ~:::;; WI I~ ~ tn tn I I tn ,. u " " /~ "0 ~z en< 0 _J a.c.. El QI/) ~.!-:!:: tn ·-I cil tn I •• F en 1/l 5-l!J .... ct: OJ X " .... .... 1/) .c ~E ~~ I tn r<) <Xi 0 /r--- r<) 0 "'"o .'.;-N .., -0 DD Cl:~ & ~g-z 1/) .. w & ~~ MARK 00 1 2 3 4 5 A B C E 6 30% EFFICIENCY FILTER---~ 7 SUPPLY FAN I 55DFAN053 I 8 9 10 ~-+------------------~---CD OUTSIDE AIR INTAKE LOUVER ,,,.---J--+------,-➔► SUPPLY AIR C78 PROVIDE COMBINATION STARTER DISCONNECT SWITCH. ~ FSL I I ---711~ ~C3564 PROVIDE COMBINATION L@ STARTER DISCONNECT I EXHAUST FAN I 55DFAN051 I '=+=======-----========-----'========='-----=========-----'========'------'===+===-' -----+--------< 2 SWITCH. J I ~ POWER SUPPLY : ~ ( FCP1 34) -.. ""r ,-..._.....,....,....,.(F_A_N_0_51_F_C_P )'---'--i POWER SUPPL y I J I I I I I I ,--J--+-,/-__. EXHAUST Al R RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE WEATHER STATION REMOVAL DESCRIPTION ROOF ELECTRICAL POWER PLAN DATE APPR. SCALE: 1/4"=1'-o" DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) 3 (FCP134) @----cj:, 111 I ' TO OUTSIDE ~--' ~ ~ I : I I LCP ~--------TO-ALARM -~-~-.JI: : ~--,-=_,------ (FCP035 ) f--------------------_J I ct::,-------t----lC77 £ :~ @--¢~ I EXHAUST AIR FROM PUMP ROOM DRYWELL VENTILATION SYSTEM CONTROL SCHEMATIC SCALE: NO SCALE AC CONTROL PANEL 55DAC065 I DISCONNECT SWITCH PROVIDED BY EQUIPMENT MANUFACTURER. I I I I I I r-l, POWER SUPPLY PP1 (FCP134) I I I I ~ ~I~ I I ~: 1 ____ _jl l I LCP (T' L __ PANEL THERM~STAT (FCP035 ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AIR CONDITIONING UNIT CONTROL SCHEMATIC NO SCALE GENERAL NOTES: KEYNOTES: RECORD DRAWING 1. ELECTRICAL CONDUITS SHALL BE INSTALLED BELOW ROOF AND STUB UP TO EACH UNIT. 2. ROOF EQUIPMENT SHALL BE GROUNDED TO (i) THE GROUND GRID WITH 2 BARE COOPER WIRES 0;\ INSTALLED BELOW ROOF. \::V 3. SEE DWG M0001 FOR HVAC LEGEND . © EXHAUST FAN (FAN051) SUPPLY FAN (FAN053) AC UNIT (AC065) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. REHABILITATION OF 14TH STREET PUMP STATION ROOF ELECTRICAL POWER PLAN, AND HVAC CONTROL SCHEMATICS PROJECT NO. 5-51 DRAWING NO. E1006 63 OF 98 L. 0 .... _ uo "z ..c <( _J .. a. e'i I (/):::;; :::, I ;;; I ll) A B C ~ E ,::, ON oo r".lz w<C I -' -a. in I lw ,. I u-" '? y..in " .... 'iii 0 a.a:: E o 0 ID u1 ,,,,_ .... ll) =1 cil ll) I •• F Ill (/) <Cu. /W .... a:: a, X ~ .... (/) ..c :;'. E -o ll) 1 2 A @>----------- L -t 3 C @------- 23>---~ TO ROOF SEE DWG. E1006 (TYPICAL) FCP036 @ C 31 J----r-<:17 HS 100 0 J10 0 C 7 \------IO--:o A HS HS L..t...:,. 200A 200 4 5 6 P26 r ---...-------1---1-... FCP1 34 FCP023 ® XFMR 134 ,------- I AIT 050 SECTION SCALE: 3/8"=1'-0" P7 ,_._~ 0 0 ....,... A A E1002 E1005 FIT 555 FIT 075 4 { FE 075 J I I PUSH BUTTON """------□ STATION (TYP) _,-- 0 0 E 5002 ( I 1 7 8 <1,-1--------1P18 9 10 GENERAL NOTES: 1. SEE OCSD STANDARD DETAIL S-411 FOR CONDUIT THROUGH WALL AND FLOOR SEALS. 2. ALL CONNECTIONS BETWEEN DRYWELL AND ELECTRICAL ROOM SHALL BE GAS TIGHT. 3. SEE DETAIL 4 ON E5001 FOR INSTRUMENT CONNECTION. 4. SEE OCSD STD DETAIL S-430 FOR PUSH BUTTON STATION INSTALLATION. 5. SEE DWG E1002 FOR ADDITIONAL CONDUITS IN ELECTRICAL ROOM. 6. REFER TO DWG. E6003 FOR POWER CONDUIT AND WIRE SCHEDULE. 7. REFER TO DWG. E6004 FOR CONTROLS CONDUIT AND WIRE SCHEDULE. 8. PUMP MOTOR CABLES SHALL BE SUPPORTED PER MANUFACTURER'S RECOMMENDATION KEYNOTES: ® (j) ® ® @ @ @ @ @ @ @ @ Lili MCC A AND MCC B. (MCC 129, 130) DRY TYPE SHIELDED TRANSFORMER (XFMR134) 480 -120/208V, 3¢, 4W, 30KVA FLOOR MOUNTED POWER PANEL (PP1) 120/208V, 3¢, 4W (FCP134) SUMP PUMP CONTROL PANEL (FCP023) NOT USED NOT USED PLC PANEL (LCP PANEL) (FCP036) LCP-A CONTROL PANEL IN 316 SST NEMA 4X PANEL ENCLOSURE DRY TYPE SHIELDED BUCK AND BOOST TRANSFORMER (XFMR007) 208/240V, 1 ¢, 5KVA WALL MOUNTED TO CAMERA CONTROL PANEL ~ AREA CLASSIFIED AS CLASS 1, DIVISION 2 MSA UL TIMA XIR COMBUSTIBLE GAS ANAL YAZER RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I in I') <i:i o--1,----------------------------------------------------------------------------------------------------------------------...... -/r-- 1".l o sto _:'.?-N .., . O<Xl a::- ~g-z (/) .. w (!) I-;= <( c,c, RECORD DRAWING ULTIMA XIR GAS ANALYZER ADDITION SINGLE LINE AND CONTROL DIAGRAM UPDATE WEATHER STATION REMOVAL DESCRIPTION DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ELECTRICAL SECTION - 1 PROJECT NO. 5-51 DRAWING NO. E3001 64 OF 98 A B C o D z :s Cl. I If) I o~ ""O I() OJ I ..0 I() 0 ... ... 0 ~~ UQ OJ z ..c <( .. -' e::: Cl. WI If) ::::i: :::, I ~ I() I I() ~ E ""O c,J ON oo I') z w< I -' ~ Cl. lfl I lw ,. I u~ OJ f ~I() OJ ~ ·;;; 0 C.e::: E Cl 0 ID ~.!-~ I() =1 ril I() I ""F VJ If) 5-l!J ~ e::: OJ X 1'! ~ If) ..c ;E ~o I() I lfl 1 2 3 4 5 -0) I 1 ) 2 • GENERAL NOTES: / ,;, r 1. FOR INSTRUMENT CONNECTION SEE DETAIL 3, DRAW ING E5001. 2. FOR CONDUIT THROUGH WALL AND FLOOR, SEE OCS D STD DET S-411. 3. ALL CONDUIT SHALL BE INSTALLED ON SST UNISTR UT. SEE OCSD STANDARD DETAIL S-421. 4. SEE DWG E1002 AND 3001 FOR ADDITIONAL CON DU ELECTRICAL ROOM. ~ FCP036 ITS IN / ·w· 2 E5001 ).' C33'Xs3-0 ,, r-r-- - I 1 LSH }--I I I , 040,, ! ' ' I r, J_ J_ I / 11 II ;Ill, , ,ill, , i=W I I I I __ ) ,, ,, II~ -' I ;::: :I I r I 1 l \ -·~ ~ '" -V c:: ' :I 11. \/ " 6 I E5001 ~. '-, I -[) -,11 88 88 ' I', I .. '---I ti A I/' I l 1 ' ~ I --- -I J rv I LE u ------- V :::::,/ ·~ , 035 i ."I "'• Li -->---• 88 I n _,_ ~ -~-- ,-l ~ I / I ,---I L - ~ n u I :.e. >--~ I E I -, ,~.-, \ Fl - -. ' -< • ' , I -"'II" -I ->-- I TI n -. I f1 I I/ I I -~ _J --/l I I u I I ,,-~ \ (l "' 1/:: 11 .!_ :!I I) .. } -' I \.. -~ I // I/ ' I . I .L ..L,..--.... ..L --ZS ;[ A ~ I I< > ,30 - -I -0 % ~ I/ -,-5J -I~ ,_TT -~ LA.... " -+ I ~ 'I ,._ ~ I ,I"' I ~ J ~ '-- / 0 V ,,r r:~ n + A ~,-~ n / ((( -I ---I IV ~,-u ~ ~ I I /// '\ A / l . LJ .. • • t,.. .. . . .. 44 ' .. . . .. . . ~ •. ... . . .. /\, 44 .. SECTION B SCALE: 3/8"=1'-o" E1005 6 4 -~ - ~ ~ ~ ~ ~ ~ ~ I I 11 ~ I I ~ ~ - ' WI , ;W, , , 11~ 111: -I 111: - fTT ' I I i I i ,- I I I I I I •• '. ~ .1 ~-. . . .. • -:. '4 .. . ,,· ,tl>fll •• • : • 4 • '• . . . . • .d, • . :. ,, 4 . ~ ~ I I[) 7 ~ 8 2' -0" I\ rg-(i) 1@1 0 0 0 L-.8.... <D V rg- 0 0 0 L-.8.... / ,, 9 KEY NOTES: (D BATTERY WITH CIRCUIT BREAKER. @ 7KVA, 120V RACK-MOUNTABLE UPS WITH HARDWIRED OUTPUT. 10 (o @ BYPASS SWITCHES BREAK-BEFORE-MAKE IN 15 MSEC. INTERNAL TO UPS UNIT & REMOVABLE '/ '1, ,r-@ ~ @ NETWORK ENCLOSURE RITTAL DK 7820.610, OR EQUAL. @ 165 POUND CAPACITY COMPONENT SHELF. RITTAL DK 7828.680 OR EQUAL. @ REFER TO DWG E3001 FOR CONDUIT IDENTIFICATION. UPS RACK LAYOUT DETAIL 1 SCALE: 1-1/2"=1'-0" E1002 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. l'l '° 0--1~ ..... --------------------..-------------~P""------...... -------------------------------------~P""------------------------------+--/,-.. I') 0 """o ,'.;-N .., . 0 DD e::: ~ ~g. z If) RECORD DRAWING ,&. SINGLE LINE AND CONTROL DIAGRAM UPDATE MARK DESCRIPTION DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ELECTRICAL SECTION AND DETAIL PROJECT NO. 5-51 DRAWING NO. ~ E3002 65 OF 98 0 ,:, ., .a e L. 0 .... u ., ..c ii:: w (/) :::, -0 iii w I in I ,. u ., 1: .... 'iii 0 a.a:: Eo 0 ID u1 ,,,.,_ +'lfl =1 cil lfl A B C D I •• F Ill (/) <u. /W .... a:: a, X ~ .... (/) ..c :;'. E -c lfl I lfl 1 2 -,,ln=----TO CONTROL PANEL A5003 FINISHED FLOOR ELECTRICAL ROOM .. -• • • ,(J· • . • ,i4.. ... .. ' <I . ,,---ULTRASONIC AND FLOAT SPLICE BOX ~--1" SCH 80 PVC CONDUIT .. 17 1 H-20 REATED L WELL COVER 3 WET I=-, SNAP RETAINER :I 11: 4 1 A5003 5 ,,.---PULLBOX, NEMA 4X 24"H x 18"W x 8"0 6 '"'------EXPOLOSION PROOF FINISHED FLOOR ELECTRICAL ROOM 1'' RIGID STE PVC COATED CONDUIT--------+---i SI EMONS MILL TRON I CS FMS-220 SUPPORT OR EQUAL BOLTED TO • 4 __: CONDUIT EYS SEAL (TYP) ULTRASONIC AND FLOAT SPLICE BOX A ~--H-20 REATED WET WELL COVER • 4 . . .. :I 11: :I 11: 7 1 A5003 8 0 0 0 0 9 10 KEYED NOTES: 1 /2" SCH 80 PVC CONDUIT. ROUTED THROUGH THE ULTRASONIC SPLICE BOX ENCLOSURE. 1 / 4" SWAGELOK MALE CONNECTOR. EXPLOSION PROOF J-BOX FURNISHED WITH THE SENSING MODULE. ULTIMA XIR GAS MONITORING SENSING MODULE SEPARATED FROM THE TRANSMITTER. THE SENSING MODULE SHALL BE PROVIDED WITH A 1/4" POLYESTER TUBING TO 1/4" SST SAMPLING TUBING. -------------,,-------,-_........,,-=-.,..,.....=-=r-,-•S -1./ 4" STAINLESS STEEL TU BING. '. ~' ,_, '·~ 1/2" SWAGELOK UNION CONNECTOR. 4· .. :Ill: (j) -7 1/4" STAINLESS STEEL TUBING. BUSHING _v PROVID~ 4' CABLE HIGH WATER LEVEL THE WETWELL WALL ., . ~ 0 :I 11: /o\8 \::...; 1 /2" SWAGELOK STAINLESS STEEL BALL VALVE FOR SEALING :TfT THE CALIBRATION GAS TUBING. FLOW METER, ' • .. . . 3/8" 316 CABLE---___.,. WET WELL :TfT ALARM SWITCH ' • .. . . EL 5.50 ~--+--PLASTIC COATED LEAD WEIGHT WET WELL FLOAT MOUNTING (ALL MATERIALS SHALL BE 316 S.S.) DETAIL 1 SCALE: 1 /2" = 1'-0" E3002 OR FIELD DEVICE~ -, ,\ r-, 3/4" CONDUIT HUB CROUSE-HINDS #HUB-1 OR EQUAL I L ~ UNl:N:J 3/4" FLEXIBLE LIQUID T(GHT METAL CONDUIT --SEAL --RGS PVC COATED TYPICAL INSTRUMENT CONNECTION DETAIL 4 SCALE: 1 /2" = 1'-0" E3001 I ' '.st-' • :TfT .... .. . . EXPLOSION PROOF JUNCTION BOX ULTRASONIC SENSOR-+---_, 24" WET WELL WET WELL ULTRASONIC SENSOR MOUNTING (ALL MATERIALS SHALL BE 316 S.S.) TO ULTRASONIC AND FLOAT SPLICE BOX I,-t,. D,. .... EXPLOSION PROOF JUNCTION BOX --~ DETAIL 2 SCALE: 1 /2" = 1'-0" E3002 8" LI. <1 CJ L1 I -st- • --- ,------2"¢ SCH 40 PVC PIPE. ' • .. .. ' • .... WET WELL WET WELL COMBUSTABLE GAS SENSOR MOUNTING (ALL MATERIALS SHALL BE 316 S.S.) DETAIL 3 SCALE: 1 /2" = 1' -0" E3002 ~--PL 1 /8" MIN (FRONT & BACK) NEMA 4X SST 316 LOCKABLE ENCLOSURE. STAINLESS STEEL (SST) MOUNTING BRACKET WITH 1 / 4" 316 SST ANCHORS AND 1 / 4" SST SCREWS. CD ---SHOP WELD TWO 1½" x 1½" x ¼ 1 /8" THICK MIN-----i 316 SST PLATE -~ SHOP WELDED (8" RADIUS) 316 SS ANGLES TO FORM CHANNEL SECTION (TYP) -..___ 5/8"¢ 316 SST EXPANSION ANCHORS 5 REMOVABLE FROM SUPPORT CABLE RACK DETAIL SCALE: 1 /2" = 1'-0" EXTRA HARD SERVICE-+--~ CORD PER CLASS 1 DIV 2. 5 CABLE RACK t----+---__; SECTION SCALE: 1 /2" = 1 '-0" ~-ULTRASONIC SENSOR A RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I") <i:i o---1---------------------------------------------------------------------------------------------------------------4--/r-- 1") 0 sto ,:'.?-N -, . Q<Xl a::- ~g-z (/) .. w (!) I-;= < CICI RECORD DRAWING ULTIMA XIR GAS ANALYZER ADDITION MARK DESCRIPTION DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION ELECTRICAL DETAILS AND SECTION PROJECT NO. 5-51 DRAWING NO. E5001 66 OF 98 1 A B C D 2 3 4 L q - ' if, • 4. - ,-: 1 I - -' i ' 5 CLASS 1 DIVISION 1 DIVISION 2 V CLASS 1 I /11 ==;;,,·~<-,z /Ii/'/-V ~ A :!~ / ¼-,jI=~D..j_------------~-Jlo.al.. __ 6 7 NOTES: 1. ALL WIRING SHALL BE IN ACCORDANCE WITH AREA CLASSIFICATION. 2. ALL EQUIPMENT, LIGHTING, AND INSTRUMENTATION SHALL BE RATED FOR THE AREA INSTALLED. 3. CONTRACTOR SHALL INSTALL SEAL 18" OR LESS BEFORE CONDUIT ENTERS THE CLASIFIED AREA. ,~,fj I/J/1 Y.))' ~a.nµA-r-j:::: -=-~-':;~~~~~=~~=:~~: lz:=rl==tt~~LL:L__..(L_LL..LL_LL.'---L.L:._LLL:L__..~LL..LL_LL.'--LL::'......A~~=Z::'.=~LL...L'.1'.'.'_L=2:Zl V -- \ AREA CLASSIFICATION DETAIL SCALE: 1 / 4" = 1 '-0" SUMP PUMPS DETAIL 2 SCALE: 3/8" = 1'-0" E3001 1 ,---. z :;;: '---" -c.o I <J 4 <J' ,'.\ FINISHED GRADE (OR BOTTOM OF SLAB) ,---. c.o -- I I I I CADWELD TYPE "GT" - --GROUND WELL <J ,'.\ CONCRETE MAINTENANCE BOX ,...+--#4/0 BSC MAIN GRD GRID 4 <J ·%~~~ ~~'¾>~ ~«:(«((' ~~~~,A' ''\«~«~« ,'.\ . 3/ 4" DIA. x 1 o' -o" STAINLESS STEEL GROUND ROD---' ,, /~y)S GROUNDING ROD DETAIL 3 SCALE: 1 / 4" = 1'-0" E1002 ,'.\ . 12"x12" BENTONITE CLAY FILL AT LANDSCAPED AREAS--~ 8 9 ROUND BEACON-~ TYPE 4X STRUCTURE MOUNT, 120 VAC STEADY HALOGEN LIGHT ~-- WITH RED LENS 10 ROUND BEACON TYPE 4X STRUCTURE MOUNT, 120 VAC STEADY HALOGEN LIGHT WITH GREEN LENS --12"X12"X6" METAL 4X S.S. JUNCTION BOX ....,__TEST PUSH BUTTON METAL 4X S.S. ENTRY PANEL -FCP042 DETAIL NOT TO SCALE CONDUIT TO CONTROL PANEL-- NEMA 4X JUNCTION BOX -- 5 E1002 36" FLEX CONDUIT CLASS 1 DIVISION 2 CLASS 1 DIVISION 2 LEVEL SWITCH (SEE SPECIFICATIONS) --i.-t----2" MAXIMUM LSH 024 SWITCH TO ACTUATE 1" ABOVE FLOOR ----. 3/8" 316 SST MOUNTING HARDWARE ~1/4" STAINLESS STEEL PLATE MOUNTING BRACKET WITH (2) 3/8" X 2" 316 SST ANCHOR BOLTS FLOOD LEVEL SWITCH MOUNTING DETAIL DETAIL 4 NOT TO SCALE E1005 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. ELECTRICAL DETAILS E5002 67 OF 98 A B C D E I K I )=I 'o'orJ,-i<I i'X; I ~ \ L ___ _ 2 -·:-H kf:--·;1-·'J\ I' _ II _ :U. I - I I _ L rr:; -,,,_:-FTel ', I\I. I 3 4 5 6 7 8 9 I'.- ~ -:_:- 1.,/~I --l_ _ -(-_j _ - - L_ _____________ ~ L_L-------l-----------------'1\--------------c~=====i----------__J C I:, f'Cl,IL_ L'. P r1 n 11T 1--1 -lll, -- ,I-'' T - f,)U ·,H -, -,f 1: I \LC_f' ,_L '" -L ' \F; -EFT F~=-,-,1 1--~T =-'I ORANGE COUNTY SANITATION DISTRICT 1,1-1, -'i!l,IP _I :;,~rl I -'; I' -Im RECORD DRAWING I Hf f I If', \ fcf-TII[ REHABILITATION OF 14TH STREET PUMP STATION SINGLE LINE DIAGRAM 10 f f'I FILT, ' - I; C E6001 A - B - C - D 0 "C ., J5 0 ... ... -0 .... u ., .c a,: w U1 ::, ~ E "C N 0 0 tO w I in I ~ u ., y, -., .... ·;;; 0 a.a,: Eo Q(I] ~.!. .... It) "' I 1B It) I •• F ~~ /W .... a,: ~x ... .... U1 .c ::i'. E ~o tO I It) 90" 1 /1 I // ,, ,, '1,() / A 55DMBK126 MAIN CB B C D E F G H 55DSBK126 MAIN CB I J K L M I . I 2 I 3 I 4 I 5 ---------"----------------</ 55DMBK129 TO MCC-A 55DMBK130 TO MCC-B 55DTVSS126 SURGE SUPRESS TVSS126 40" 55DEBK100 MAIN PUMP #1 BKR 55DTUB100A MAIN PUMP #1 VFD £ 55DTUB1 OOB MAIN PUMP #1 BYP . I . 55DMBK134 TMFMR134 55DTUB020 SUMP PUMP #1 SPARE SPACE SPACE 40" 55DSBK134 TO XFMR134 55DTUB025 SUMP PUMP #2 SPARE SPACE SPACE . I . 20" 55DEBK200 MAIN PUMP #: BKR 55DTUB200A MAIN PUMP #; VFD 55DTUB200B MAIN PUMP #; BYP . I . 55DEBK300 MAIN PUMP #2 BKR 55DTUB300A MAIN PUMP #: BYP 55DTUB300B MAIN PUMP #: BYP 40" / V . I I 6 I 7 Y/ I/ 2 D UTILITY METER 90" FBK126 ~ .______.__ _ _______.______.I/ I 60" . I I 8 I 9 I 10 GENERAL NOTE: 1. CONTRACTOR SHALL COORDINATE DWG. E6002 WITH DWG. NC110 KEYED NOTES: (D SERVICE ENTRANCE SWITCHBOARD 600A, 277 /480V, 3¢, 3W, 42000 WITH DOOR AND METER VIEWING WINDOW WITH BOTTOM UG PULL SECTION, VANDAL PROOF CABINET WITH INTRUSION SWITCH. NEMA 3R (D FUTURE BUS EXTENSION PLATE. RIGHT END OF SWITCHGEAR. @ 120"L x4"D x4"H WIRE GUTTER @ MAIN DISCONNECT SWITCH (LOTO) -FBKxxx @ VS DISCONNECT SWITCH -MBKxxx @ CS DISCONNECT SWITCH -MBKxxxA 1- 20" 1° VFD XXXX 01 0 0 CJ NP-12 0 0 CJ CJ NP-1 NPffi (Q) CJ NP-4 VFD DISPLAY CJ -1 0 ~ 0 CJ NP-3 ~ N .... (Q) CJ NP-5 MCC-AAND MCC-8 ELEVATION SERVICE ENTRANCE SWITCHBOARD ELEVATION NP-7 (Q) NOT TO SCALE NOTE: MCC TO BE DELIVERED TO SITE IN SECTIONS NOT LARGER THAN 48" IN LENGTH. NAMEPLATE SCHEDULE REF. NO TAG NO. DESCRIPTION NP-1 YLxxxC vs READY NP-2 YLxxx VS ON NP-3 YLxxxA IF\ VS OFF EQUIPMENT NO. NP-4 HSxxxB HOR NP-5 HSxxxH VS RESET PUMP 1 NP-7 SICxxx SPEED INDICATOR/CONTROLLER PUMP 2 NP-8 HSxxxK VS/CS NP-9 YLxxxL cs LOCAL READY IF\ PUMP 3 NP-10 YLxxxJ CS ON NP-11 YLxxxK CS OFF NP-12 YLxxxM PROTECT ON ffi NOT TO SCALE MCC-A AND MCC-8 DESCRIPTION MOISTURE XXX ELEMENT zzz VERTICAL CENTRIFUGAL PUMP 100 104 VERTICAL CENTRIFUGAL PUMP 200 204 VERTICAL CENTRIFUGAL PUMP 300 304 0 CJ NP-8 0 0 0 CJ CJ CJ NP-9 NP-10 NP-11 ®~ EXTERIOR VFD PANEL NOT TO SCALE 0 RECORD DRAWING • OCI ~ THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - ...._ ...._ ...._ - "' ro a---1---------------------------------------------------------------------------------------------------------------4--/r-- 1'1 o sta ,..N ..., . oro a,:~ 0. a. /a, z111 Ji:\ MARK RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE DESCRIPTION I 03/0"i 08/0~ DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) I L§lf. LEE&RO. Inc. I I I I REHABILITATION OF 14TH STREET PUMP STATION I PROJECT NO. 5-51 DRAWING NO. E6002 69 OF 98 I A - B - C - 0 "C ., J5 e D L. 0 .... u ., - ..<: "' 3: "C rri 0 0 IO w I '° I ,_ u ., E > - ., .... ·.; 0 a.Cl'.: Eo O ID 53-.!-.... I{) =1 ~ I{) I . ~r /W .... Cl'.: ·F ~x L. .... (/) .c ~E ~o IO I I{) ,.., ci:> 0 /r-- 1'") 0 st 0 ,.N ..., -0 IO Cl'.:~ 0.. a. .,,.., z (/) . 1 I 2 CKT VA NO USAGE QTY PHASE A PUMP NO. 1 1 4040 5 PMP100 PUMP NO. 3 1 4040 14 PMP300 SUMP PUMP SP-02 1 1270 15 FCP025 PHASE VA SUBTOTALS 9350 * Indicates GFI type circuit breaker CKT VA NO USAGE QTY PHASE A 1 AC065 1 1270 3 5 7 FCP053 1 560 9 1 1 13 15 EL RM EMERG LIGHTS 3 17 EL RM LIGHTS NO. 1 AND EXH. FAN 5 19 21 EXTERIOR LIGHTS 3 23 25 XFMR 208/240V ( XFMR007 ) 1 2500 27 29 31 FV 556 1 100 33 SPARE 35 ROOF RECEPTACLE 2 360 37 39 41 PHASE VA SUBTOTALS 4790 * Indicates GFI type circuit breaker I~ RECORD DRAWING 03/0, IC\ SINGLE LINE AND CONTROL DIAGRAM UPDATE 08/0~ MARK DESCRIPTION DATE I I 3 I 4 I 5 I MCC-A AND MCC-B LOAD CALCULATION VA VA BRKR CKT VA VA VA PHASE B PHASE C A/ PLS NO USAGE QTY PHASE A PHASE B PHASE C PUMP NO. 2 1 4040 4040 20/3 13 4040 4040 PMP200 4040 SUMP PUMP SP-01 1 1270 4040 20/3 6 1270 4040 PMP020 1270 POWER PANEL PP-1 1 9940 1270 20/3 1 1 7440 1270 FCP134 5660 9350 9350 PHASE VA SUBTOTALS 15250 12750 10970 PHASE VA TOTALS 24600 22100 20320 PANELBOARD VA TOTALS 67020 PANELBOARD AMPS TOTALS 81 PANEL NO: MCC129, 130 MOUNTING: RACK EQUIPMENT TAG: MCC129, 130 TYPE: NEMA 12 LOCATION: ELECTRICAL ROOM VOLTAGE: 480 VAC PHASE: 3 WIRE: MAIN BREAKER: 200 A BUS SIZE: 600 A POWER PANEL FCP 134 (PP1) VA VA BRKR CKT VA VA VA PHASE B PHASE C A/ PLS NO USAGE QTY PHASE A PHASE B PHASE C 2 FCP051 1 560 1270 30/3 4 560 1270 6 560 8 WATER HEATER 1 1500 560 20/3 10 1500 560 12 PUMP RM EMERG LIGHTS 5 250 20/1 14 PUMP RM LIGHTS NO. 1 4 400 120 20/1 *16 EL RM RECEPT -1 20V 3 540 562 20/1 18 SPARE 20/1 *20 PUMP RM RECEPTACLE 4 720 750 20/1 22 PUMP RM LIGHTS NO. 2 10 1000 20/1 24 PATIO LIGHTS 2 50 30/2 *26 EXTERIOR RECEPT -120V 2 400 2500 28 FCP023 1 360 20/1 30 IRIG. CONTROLLER 1 50 20/1 32 FIT555 1 50 20/1 *34 FCP036 RECEPTACLE 4 720 20/1 36 UPS060 1 1500 38 1500 40 42 5400 2392 PHASE VA SUBTOTALS 5130 4680 2410 PHASE VA TOTALS 9920 11080 4802 PANELBOARD VA TOTALS 25802 25% LCL 6451 PANELBOARD VA TOTALS 32253 PANELBOARD AMPS TOTALS 90 PANEL NO: FCP134 MOUNTING: SURFACE EQUIPMENT TAG: FCP134 TYPE: NEMA 12 LOCATION: ELECTRICAL ROOM VOLTAGE: 120/208 VAC PHASE: 3 WIRE: MAIN BREAKER: 100 A BUS SIZE: 200 A DESIGNED BY· Rosu, Cezar -04L28£'.'.04 DRAWN BY: Robledo, Hector -04£'.'.281'.'.04 ~ESSJ~-~~ ~<,'-'"\.~R A'o.r&-~ CHECKED BY: Brown, Ernie-04/28/04 L§llf LEE&RO. Inc. /5 No.£1-154-4 -~' LINE IS 2 INCHES • r.,,.~/M ~ I • AT FULL SIZE • I ~lf-'tcr11<:.f[fl~ ~ CAL~--~ APPR. (IF NOT 2" -SCALE ACCORDINGLY) I I I 6 I 7 I 8 I 9 I 10 CONDUIT AND WIRE SCHEDULE -POWER BRKR I-I- I- 0 0 ::J :r: w z A/ PLS -0 (_') ::J en ::J ill (_') zW r5E u <( w 0 w 0N O'.'. :r: N O'.'. N ~ -o FROM TO ~ uen _J,___ u_ 0... en (_') en COMMENTS 20/3 P1 (2)4 200 P1 SCE CONN. SCE TRANSFORMER 1 SPARE P2 3 20 P2 SCE TRANSFORMEF DPN126 P3 3 100 P3 3 4/0 1 2 DPN126 MBK126 A 20/3 P4 3 50 P4 3 4/0 1 2 REC015 SBK126 /F\ A P5 1 10 P5 3 6 1 10 MCC-A /F\ XFMR134 P6 1 25 P6 3 8 1 10 VFD300 PMP300 THRU J3 50/3 P7 1½ 10 P7 3 2 1 6 XFMR134 FCP134 - P8 1 40 P8 3 8 1 10 VFD200 PMP200 THRU J2 A pg 1 10 pg 3 12 1 12 FCP134 FCP023 1 SPARE /F\ P10 1 50 P10 3 8 1 10 VFD100 PMP100 THRU J1 P11 1 20 P 11 3 10 1 10 FCP134 AC065 P12 1 40 P12 3 12 1 12 FCP134 FAN051 P13 1 30 P13 3 12 1 12 FCP134 FAN053 P14 1 30 P14 3 12 1 12 J16 PMP020 P15 1 30 P15 3 12 1 12 J16 PMP025 P17 1 110 P17 2 8 1 10 FCP134 WATER HEATER P18 1 10 P18 6 12 1 12 J16 MCC129, MCC130 P19 1 10 P19 2 12 1 12 FCP036 AIT050 P21 1 20 P21 2 12 1 12 FCP134 SWI060 ....._ P22 1 10 P22 2 12 1 12 SWI060 FCP036 P23 -10 P23 4 12 2 12 SWI060 UPS060 UPS INPUT /OUTPUT 4 P25 1 50 P25 4 12 1 12 FCP036 FCP030 P26 1 30 P26 3 14 1 12 FCP134 FCP036 P27 3/4 30 P27 2 12 1 12 FCP036 LI034B A /F\ P29 1 30 P29 2 12 1 12 FCP036 LI034A P30 1 25 P30 2 12 1 12 FCP036 JSL039 BRKR P31 1 25 P31 4 12 1 12 FCP036 FIT075, FE075 A A/ PLS P32 1 25 P32 4 12 1 12 FCP134 FIT555, FE555 ff"-, P33 1 40 P33 8 12 3 12 FCP134 FAN067, EL RM EMERG LIGHTS, EL RM LIGHTS 1 20/3 1 50 1" REDUCES TO 3/ 4 ....._ P36 P36 3 12 1 12 FCP134 EXTERIOR LIGHTS P36 1 110 P37 3 12 1 12 FCP134 PATIO LIGHTS 20/2 P38 1 80 P38 3 12 1 12 FCP134 PUMP RM LIGHTS 1 P39 1 80 P39 3 12 1 12 FCP134 PUMP RM LIGHTS 2 20/1 P40 1 60 P40 3 12 1 12 FCP134 PUMP RM EMERG LIGHT 20/1 20/1 P17 1 40 P41 3 12 1 12 FCP134 EL RM RECEPT -120V 20/1 P42 1 40 P42 3 12 1 12 FCP134 XFMR007 20/1 P43 1 40 P43 3 12 1 12 FCP134 EXTERIOR RECEPT-120V 20/1 P44 1 40 P44 3 12 1 12 XFMR 208/240V RECEPT-240V 20/1 P45 1 80 P45 3 12 1 12 FCP134 PUMP RM RECEPT 20/1 P17 1 25 P47 3 12 1 12 FCP134 IRRIGATION CONTROLLER 20/1 P48 3/4 25 P48 3 12 1 12 FCP134 LIT035 ....._ 20/1 P49 1 25 P49 1 COAX 1 STP CAMERA PANEL J5 20/1 P<;n 1 ')<; P<;n 1 "n I\ "X 1 <:;TP ('A\AJ:"RA PL,~IJ:"I II': 20/1 pi:; 1 1 ?5 P51 1 "nA "X 1 STP f"'A' -;;.:. PANFI ,J7 30/2 p<;' 1 ?", p5,; 1 r-n1:,." 1 <:;TP r•~FRA PL,~IFI IQ D<;A 1 i:;n D<;A 'J 1 'J 1 1 'J F('P 1 ,A F\/<; "'"' p <; <; 1 1nn pi:;<; ? 1? 1 12 FC:P1 s.d. ROOF RECEPTACLE P56 1 50 P56 4 12 FCP036 FCP042 P57 1 25 P57 4 12 1 12 FCP036 CAMERA PANEL P58 1 2 14 CAMERA PANEL J5 P59 1 2 14 CAMERA PANEL J6 P60 1 2 14 CAMERA PANEL J7 -P61 1 2 14 CAMERA PANEL J9 P62 2 3 4/0 1 2 MBK129 MCC-A -- ----- P63 2 3 4/0 1 2 MBK130 MCC-B H~• .... unu UHAVVlf\J\. ':i THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY 4 AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. REHABILITATION OF PROJECT NO. JA.-AN/1~l 14TH STREET PUMP STATION 5-51 ! ~1~t ORANGE COUNTY DRAWING NO. <<,__j \ CONDUIT, MCC, AND PANEL E6003 ~~~0 SANITATION DISTRICT SCHEDULES ""'1, / 7t£ \; 70 OF 98 I I I I A - B - C - 0 "C ., J5 e D L. 0 .... u ., - ..<: "' 3: "C -,i 0 0 IO w I '° I ,_ u ., E > - ., .... ·.; 0 a.Cl'.: Eo O ID 53-.!-.... I{) =1 ~ I{) I . ~r /W .... Cl'.: ·F ~x L. .... (/) .c ~E ~o IO I I{) ,.., ci:> 0 /r-- 1'") 0 st 0 ,.N ..., . 0 IO Cl'.:~ 0.. a. .,,.., z (/) . /i\ / I\ IC\ MARK 1 I 2 I /F\ RECORD DRAWING 03/ffi ULTIMA XIR GAS ANALYZER ADDITION 10/0~ SINGLE LINE AND CONTROL DIAGRAM UPDATE 08/0~ DESCRIPTION DATE APPR. I 3 I 4 I 5 I CONDUIT AND WIRE SCHEDULE -CONTROLS w N ~ U) I-LL U) .__,, >-I-I-I-I-z I-0 :J :r: w -0 z ::;, (_') ::;, (_') z z <( w 0 ::;, <( 0 w :::J N O'.'. 0 0 I-u _J 0 U) LL I-u C1 3/4 40 6 14 VFD100 PMP100, TE103 THRU J1 C2 3/4 35 6 14 VFD200 PMP200, TE203 THRU J2 C3 3/4 30 6 14 VFD300 PMP300, TE303 THRU J3 C5 3/4 25 8 /F\ 14 FCP023 HS020A, HS025A, HS019 3 SPARES C6 3/4 40 12 14 J11 HS100, HS1 DOA /4\ C7 3/4 35 12 14 J11 HS200, HS200A - CB 3/4 30 12 14 J11 HS300, HS300A C9 3/4 10 10 14 UPS060 FCP036 C10 1 25 14 14 FAN051 FCP FCP036 C11 1 25 12 14 FAN053 FCP FCP036 C12 3 25 200 14 MCC129, 130 FCP036 C13 3/4 25 6 14 AC065 FCP036 SPARE S14 3/4 25 2 STP FCP030 FCP036 S15 3/4 50 1 STP LI034A FCP036 S16 3/4 25 1 STP . LI034B FCP036 C17 3/4 25 12 14 /F\ ZSC062, ZSC062A FCP036 C18 2 25 40 14 J15 FCP036 S19 1 50 2 ETH + PL CAMERA PANEL TEL CABINET SPARE S20 1 50 2 ETH + PL TEL CABINET FCP036 SPARE S21 1 50 2 ETH + PL CAMERA PANEL FCP036 SPARE C22 3/4 25 2 14 LSH024 FCP036 C23 3/4 25 2 14 YS075B J15 C24 1 25 4 14 FIT555 J15 S25 3/4 25 3 STP FIT555 J14 S27 3/4 25 1 STP FIT075 J14 S29 2 I\ 25 10 ~TP MCC129, 130 FCP036 S30 1 L!... ,25 5 'F\STP J14 FCP036 C31 1-½" 25 36 14 J11 MCC S32 3/4 30 1 STP PIT070 J14 C33 3/4 25 MFC~ 14 LSH040 FCP036 * MANUFACTURER CABLE ** TELEPHONE COMPANY CABLE AND ETHERNET CABLE *** HS556 BOX INCLUDES ZIT556, HS556, HS556A, HS556B, HS556C, AND HS556D NOTES: 1. MFC = MANUFACTURER CABLE, STP -SINGLE TWISTED PAIR CABLE. 2. ETH = ETHERNET CABLE CAT10 3. PH = PHONE LINE DESIGNED BY· Rosu, Cezar -041'.'.281'.'.04 DRAWN BY: Robledo, Hector -041'.'.281'.'.04 ~ESSJ~-~~ ~<,'-"\.~R ol'o.r&-~ CHECKED BY: Brown, Ernie -04/28/04 L§llf LEE&RO. Inc. /5 No.£1-1544 -~' LINE IS 2 INCHES • r.,,.~/M ~ I • • I ~;/tcr11<:.f[fl~ AT FULL SIZE ~ CAI.~--~ (IF NOT 2" -SCALE ACCORDINGLY) I I I 6 I 7 I 8 I 9 I 10 CONDUIT AND WIRE SCHEDULE -CONTROLS w N ~ U) I-LL U) .__,, >-I-I-I-I-z -I-0 :::J :r: w -0 z ::;, (_') ::;, (_') z z <( w 0 ::;, <( 0 w :::J N O'.'. 0 0 I-u _J 0 U) LL I-u -S34 3/4 25 1 MFC* LE035 FCP036 C35 3/4 25 7 14 FSL052 FAN051 FCP C36 3/4 25 7 14 FSL054 FAN053FCP C37 1 25 1 MFC* AC065 TT064 C40 1 25 14 14 HS556 BOX*** J15 C41 1 25 12 14 FCP023 FCP036 S42 3/4 10 6 STP LCP-A FCP036 C43 3/4 25 4 14 ZSC078C J13 C44 3/4 25 4 14 ZSC078D J13 C45 3/4 25 20 14 ZIT556 J15 C46 3/4 40 4 14 ZSC105 J10 C47 3/4 35 4 14 ZSC205 J10 ....._ C48 3/4 30 4 14 ZSC305 J10 C49 3/4 25 6 14 LT019 FCP023 S53 3/4 15 1 STP . FCP050 FCP036 C56 3/4 35 2 14 /F LSH029 FCP036 C64 1 35 18 14 J10 FCP036 S68 3/4 25 1 MFC* JSL039 FCP036 A C71 1 10 20 14 FCP036 LCP-A /F, C72 2 100 10 14 FCP036 DPN113 (ZSC062C, ZSC126) 6 SPARES C76 1 25 16 14 J13 FCP036 4 SPARES C77 3/4 50 6 IF\14 HS051B FAN051 FCP C78 3/4 50 6 14 HS053B FAN053 FCP C81 3/4 20 2 14 FCP030 FCP036 ....._ C83 3/4 25 6 14 FCP023 ME21, ME26, TE22, TE27 C84 1 25 12 14 FCP036 LIT035 S85 3/4 25 2 STP FCP036 LIT035 C86 3/4 25 4 14 FCP036 HS059, HS059A C87 3/4 2 14 J10 ME104 ~ C88 3/4 2 14 J10 ME204 C89 3/4 2 14 J10 ME304 C90 3/4 10 2 14 FCP050 FCP036 C91 3/4 50 2 MFC AIT050 AE050 THRU ULTRASONIC NEMA X PB Lfh ....._ - RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. REHABILITATION OF PROJECT NO. JA--AN/1~l 14TH STREET PUMP STATION 5-51 ! ~1~t ORANGE COUNTY DRAWING NO. <<,__j \ CONTROLS CONDUIT AND WIRE E6004 ~~~0 SANITATION DISTRICT SCHEDULE ""'1, / 7t£ \; 71 OF 98 I I I I 0 ,:, ., .a e L. 0 .... u ., ..c ii:: w (/) :::, -0 :il w I in I ,. u ., 1: .... 'iii 0 a.a:: Eo 0 ID u1 ,,,.,_ +'lfl =1 cil lfl A B C D I .. F Ill (/) <u. /W .... a:: a, X ~ .... (/) ..c :;'. E -c <O I lfl 1 DISCONNENCT AND----+ SCRAP LIGHT FIXTURES 2 3 4 DISCONNECT, REMOVE AND RETURN MOTORS TO DISTRICT PLANT 2. PUMP MOTORS AND PLC PHOTO NO SCALE PR-1 E8001 ~--DISCONNECT, REMOVE AND SCRAP BREAKER PANELS, INSTRUMENTS, AND MISC ELECTRICAL EQUIP. MCC AND EMERGENCY GENERATOR PLUG PHOTO PR-3 NO SCALE 5 6 7 PRESSURE SWITCHES PHOTO PR-2 NO SCALE E8001 8 9 10 DISCONNECT, REMOVE, AND SCRAP PRESSURE SWITCHES AND MISC EQUIP. NOTES: 1. ALL ELECTRICAL EQUIPMENT SHOWN ON THIS PAGE ARE TYPICAL EQUIPMENT IN PUMP STATIONS. ACTUAL CONDITIONS MAY VARY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCRAP OR RETURN TO THE DISTRICT ALL EQUIPMENT IN THE EXISTING PUMP STATION WHETHER SHOWN OR NOT. 2. ALL ELECTRICAL CONNECTIONS TO PUMP STATION ARE TO BE DISACTIVATED OR REMOVED PRIOR TO START OF DEMOLITION WORK. 3. CONTACT EDISON TO REMOVE ELECTRICAL METER AND DISCONNECT SERVICE FROM EDISON TRANSFORMER. 4. ALL EQUIPMENT IN PUMP STATION NOT SHOWN IS TO BE DISCONNECTED, REMOVED AND SCRAPPED FROM PUMP STATION. DISCONNECT, REMOVE AND SCRAP AIR COMPRESSORS PLC, AIR COMPRESSORS, AND UPS PHOTO PR-4 NO SCALE E8001 A------DISCONNECT, REMOVE AND RETURN PLC TO DISTRICT PLANT 2 --DISCONNECT, REMOVE, AND SCRAP UPS RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I") <i:i o----1---------------------------------------------------------------------------------------------------------------4--/r--I") 0 sto ,:'.?-N .., . Q<Xl a::- ~g-z (/) .. w (!) I-;= < CICI A MARK RECORD DRAWING DESCRIPTION DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I , LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) Liff LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION EXISTING PUMP STATION ELECTRICAL DEMOLITION PLAN PROJECT NO. 5-51 DRAWING NO. E8001 72 OF 98 A - B - C - 0 "C ., .0 e D 5 -.... u ., .s::: ci::: w (/) ::::> i E "C 5 0 0 z I '° I ,. L .... rn C -7 ., .... ·;;; 0 a.ct: Ee O CD ~.!. :!:'. I() ·3 I CD ,n ~ .. F <( (/) ,..,..t:J .... ct: ~x L .... (/) .s::: ~E ~c l:;j: 1 VALVES [><] GATE VALVf. BUTTERFLY VALVf. SLIDE/LAUNDER VALVf. [:;:o(] GLOBE VALVf. N NOTE: 3-WAY GLOBE VALVf. NEEDLE VALVf. BALL VALVE 3-WAY BALL VALVE PLUG VALVf. DIAPHRAGM VALVf. CHECK VALVf. WAFER CHECK VALVE 3-WAY VALVE KNIFE GATE VALVE 3-WAY SLIDE VALVf. ANGLE GLOBE VALVE BACKFLOW PREVf.NTER ANGLIE HOSE VALVf. ANGLE VALVf. GLOBE ANGLE HOSE VALVE REFER TO INSTRUMENTATION LEGEND FOR CONTROL VALVf.S AND INSTRUMENT SYMBOLS. PIPE SYMBOLS NEW PRIMARY PIPE NEW SECONDARY PIPE EXISTING PRIMARY PIPE EXISTING SECONDARY PIPE FUTURE PRIMARY PIPE FUTURE SECONDARY PIPE I D D □ -[ -[ 2 I FITTINGS FLANGE BLIND FLANGE WELDED CAP SCREW CAP PLUG HOSE CONNECTION QUICK DISCONNECT OPEN SPACER CLOSE SPACER CONSTRUCTION STATUS BREAK (EXISTING, NEW & FUTURE) LINE BREAK FOR LINE SIZE CHANGE 4-WAY FITTING EQUIPMENT NOZZLES ---j FLANGE NOZZLE ___., BUTTWELD NOZZLE ---->< OTHER NOZZLE SPRAY NOZZLE MANWAY OR MANHOLE EQUIPMENT TAGGING EQUIPMENT LOOP TAG FORMAT: I 1OXYYYY123 I L BLOCK NUMBER (3) '-------OCSD FUNCTIONAL IDENT. ( 4) '--------LOCATION CODES (3) NOTE: FOR LOCATION AND OCSD FUNCTIONAL IDENTIFICATION CODES, SEE LEGEND ON THIS SHEET. RECORD DRAWING / y [SJ 0 rn D [2J 00 3 ( -( ) ) I I I I I LINE TERMINATOR STRAINER Y-TYPE STRAINER FLEXIBLE HOSE VF.NT VENT CANE TYPE DRAIN FILTER HAMMER ARRESTOR FLAME ARRESTOR IN-LINE SILENCER STEAM TRAP FIRE HYDRANT EYE WASH SHOWER/EYE WASH OBSERVATION PORT BREATHER SUMP STRAINER IN-LINE VACUUM MOTOR DIAPHRAGM PUMP CHEMICAL METERING PUMP ELBOW PUMP THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE vvvvvvvvvSJ ~~e~E~~~ i CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. SUMP PUMP '-------' 4 7 ------' Q L --- ----- l /\ /\ /\ /\ /\ /\ 0 [Jp I 5 I 6 COMPONENTS AND MATERIAL HANDLING SYMBOLS VERTICAL LIFT PUMP CENTRIFUGAL PUMP ROTARY PUMP GEAR PUMP AXIAL FAN CENTRIFUGAL BLOWER POSITIVf. DISPLACEMENT BLOWER IN-LINE FILTER PULSATION DAMPENER HYDRAULIC PULSATION DAMPENER CALIBRATION COLUMN GRINDER MIXER IN-LINE MIXER DIFFUSER AIR VACUUM, AIR RELEASE VALVf. AND PRESSURE RELIEF VACUUM BREAKER FLAPPER VALVf. GEAR BOX WEIR GATE {-} STOP LOG SLIDE GATE EEE SLUICE GATE = BAR SCREEN TELESCOPING VALVf. SCREW CONVf.YOR Ii\ I\ 1 H \ Z \ i \I SCUM SKIMMER 1..__~-; ~ l~I SLUDGE COLLECTORS CENTRIFUGAL COMPRESSOR Fl RECIPROCATING COMPRESSOR (-------+---I _I I J COOLING EXCHANGER HEAT EXCHANGER I '--I -I I CONDENSER ('-----+---I ------'I I = IN-LINE EXCHANGER L -:::J SEPARATOR 0 MOTOR OPERA TED STRAINER D DRYER n / A AIR COMPRESSOR DRYER D DESICCANT AIR DRYER DRUM CENTRIFUGE u ENGINE/TURBO BEARING (.? GAS ENGINE ..._,, -...., --~ . C ~ ~ PRE-HEATER I 7 Vf.RTI CAL TANK (~I _ ___,_I) HORIZONTAL TANK BOILER 1 f I I I I I I I I I I I I I I I I I I I I I I CHEMICAL FEEDER I I I I I I I I I I I I LJ BRINE TANK GAS BURNER [Z] FILTER □ CATCH BASIN rmmto PLATE HEAT EXCHANGER D BASKET STRAINER 8 I 9 EQUIPMENT TAG ABBREVIATIONS/FUNCTIONAL ID AC ARV BFP BFV BV BOL BSR BWR GEN CLR CV CLS CMP CND CVY DRY DV ENG EVP EXH EXR FAP FIL FUR FLT FLV GAT GBX GDR GEN GLV GV HTR MTR MXR NV OPS PC PIV PV PMP PNL PRD PRG PRV PRVB RPD AIR CONDITIONING AIR RELEASE VALVf. BELT FlLTER PRESS BUTTERFLY VALVE BALL VALVf. BOILER BARSCREEN BLOWER CENTRIFUGE SCUM OR SLUDGE COLLECTOR CHECK VALVf. CLASSIFIER COMPRESSOR CONDENSER CONVEYOR DRYER DIAPHRAGM VALVE ENGINE EVAPORATOR EXHAUST EXCHANGER FIRE ALARM PANEL FILTRATE FLARE FILTER FLAPPER VALVf. GATE GEARBOX GRINDER GENERATOR GLOBE VALVE GATE VALVf. HEATER MOTOR MIXER NEEDLE VALVE OPERATOR (ACTUATOR) PRIMARY CLARIFIER PINCH VALVf. PLUG VALVf. PUMP PANEL PRES REDUCING VALVE PRES REGULATING VALVE PRES RELIEF VALVf. PRES RELIEF/VACUUM BREAKER REDUCED PRINCIPLE DEVICE SAM SAMPLE SBR SCRUBBER SOF SOFTENER SPD SUMP PUMP DISCHARGE SPR SEPERATOR ST STEAM STR STRAINER SWP SWEEP ARM ASSEMBLY TNK TANK TUB TUB (ELECTRICAL) TUR TURBINE TSV TELESCOPING VALVf. VFD VARIABLE FREQUENCY DRIVE VNTV VF.NT VALVf. VKG KNIFE VALVE wss WASTESIDE STREAM I 10 OPERATING FLUID BD SLOWDOWN BS BOTTOM SLUDGE BYP BYPASS C CHILLED WATER CHEMD CHEMICAL DRAIN CND CONDENSER CS CHLORINE SOLUTION CSL CAUSTIC SOLUTION CW CITY WATER D DRAIN DC DIGESTER CLIEANING I-- DG DIGESTER GAS DS DIGESTED SLUDGE FA FOUL AIR FD FLOOR DRAIN FECL2 FERROUS CHLORIDE FECL3 FERRIC CHLORIDE FM FORCE MAIN FD FUEL OIL FW FEED WATER GR GRIT HCL HYDROCHLORIC ACID HPA HIGH PRESSURE AIR HPDG HIGH PRESSURE DIGESTER GAS HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY H202 HYDROGEN PEROXIDE IA INSTRUMENT AIR IW INDUSTRIAL WATER JWR JACKET WATER RETURN JWS JACKET WATER SUPPLY JDS JOINT OUTFALL SEWER LPA LOW PRESSURE AIR LPDG LOW PRESSURE DIGESTER GAS LO LUBE OIL 1--n----1--------------1 MA MURIATIC ACID NG NATURAL GAS OF OVf.RFLOW 02 OXYGEN P PROPANE PE PRIMARY EFFLUENT Pl PRIMARY INFLUENT POL POLYMER POTW POTABLE WATER PS PRIMARY SLUDGE PW PLANT WATER RS RAW SEWAGE RAS RETURN ACTIVATED SLUDGE REC RECIRCULATION RW RECLAIMED WATER S SCUM SEW SEWER SC SLUDGE CAKE SD SANITARY DRAIN SE SECONDARY EFFLUENT SI SECONDARY INFLUENT SN SUPERNATANT SO SLOP OIL SOD SLOP OIL DRAIN SW SOFTENED WATER I-- SWR SEAL WATER TFE TRICKLING FILTER CLARIFIER EFFLUENT TFS TRICKLING FILTER CLARIFIER SLUDGE TWAS THICKENED WASTE ACTIVATED SLUDGE V VF.NT WAS WASTE ACTIVATED SLUDGE 8ro--F~,;;~~~~~~~~~~~~~~~~~~~,;;~~~~~~~~~:...--------...l.....,.-------...----...J~------------...l.------=·=·~·------...J~----------...JL------------..L.----------JI.--..I.-----------L 'G§ DESIGNED BY· Rosu, Cezar -04/28/04 ~ESS/~ A.,43 •ANlr~ REHABILITATION OF PROJECT NO. <"'. DRAWN BY: Robledo, Hector -04/28/04 ~,;,"-1,';,.R R~~ ,~~~ ~ 14TH STREET PUMP STATION 5-51 ~~ CHECKED BY: Brown, Ernie -04/2804 /!!!{ ~o.E14544 -I~ ""' " = '\~~ ORANGE COUNTY DRAWING NO. ~.ii" & RECORD DR1\WING 13/0, I• ":~':U~'~c;es • I •~;:,:;-;; • A.ll LEE&RO. Inc. ~0,__ ____.c,=~ 0 : SANITATIQN DISTRICT ~JJ:g~:~~~T1i~:~~A~iNJ:?1L NQQQ1 ~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) ctCAl\\ ""' □□ I -73 OF 98 I I I l I I I A - B - C 1 INSTRUMENT SIGNAL LINES INSTRUMENT TO PROCESS SIGNAL )( )( )( )( CAPILLARY TUBE - - - - - - -ELECTRICAL ,f' ,f' ,f' ,f' PNEUMA llC ' ,_ ,_ ,_ ,_ HYDRAULIC GUIDED SONIC SOFTWARE LINK I 0 0 0 0 MECHANICAL LINK DRA~NG/AREA CONNECTORS ( DWG NUMBER I 111122233 I DRA\\1NG CONNECTOR TO/FROM OTHER DRA\\1NGS 11111222331 DWG NUMBER) L DRA\\1NG NUMBER SEQUENCE NUMBER (2) ----DRA\\1NG NUMBER (3) AREA NUMBER (4) ◄ DWG NUMBER 14444555661 "FILLED IN TIP" AREA CONNECTOR TO/FROM OTHER AREA I'.._ I 2 CONTROL VALVE GAllE BALL 3-WAY BALL GLOBE ANGLE GLOBE 3-WAY GLOBE BUTllERFL Y PRESSURE REGULATOR INTERNAL TAP I DIFFERENllAL PRESSURE REGULATOR SOLENOID 3-WAY SOLENOID 4-WAY SOLENOID V DOUBLE SOLENOID PLUG 3-WAY PLUG 4-WAY PLUG DIAPHRAGM 3 I FIELD MOUNTED FRONT MOUNTED CONTROL ROOM PANEL BACK PANEL MOUNTED CONTROL ROOM PANEL 4 0 8 G 8 FRONT MOUNTED FIELD PANEL 0 □ 8 a BACK PANEL MOUNTED FIELD PANEL SHARED DISPLAY COMPUTER NOT NORMALLY ACCESSIBLE TO OPERATOR. SHARED CONTROL AUXILIARY LOCATION SHARED DISPLAY COMPUTER AND OPERATOR INTERFACE IN LINE INSTRUMENT COMPONENT ORIFICE PLADTE AND FLANGES VENTURI AVERAGING PITOT TUBE FLOW NOZZUE ACK AMB ATM BOP Blll BC I 5 INSTRUMENT SYMBOLS PLC INTERLOCK WITH REF. TO LOGIC NO. LOGIC NO. XXX-NC-XXX-AX I AREA--T T n SHEET NO. P & ID NO. ~ L'== NO. IN DIAMOND _LVL ~~A SOFTWARE ALARMS WITH ANALOG ~ DISPLAY WHERE _LVL IS EXTENSION D OF TAG. FOR DESCRIPTION OF LVL, HA, ttA HHA, LA & LLA REF. PCI EXTENSION LIST. K)I Dl~TAL J,NPUb TO ~LC O <)-___ -s ES2:l oo 00 ,.-f/ ,.-f/ / 0 6 I STANDARD PCI llEMPLATE WITH "Rr' IN UPPER TRIANGLE REPRESENTS ABBRE~ATED SERVICE (RUN TIME), LOWER llRIANGLE C13 REPRESENT STANDARD llEMPLATE NO. AT BOTTOM TRIANGLE CHARACTERS IN NO. ARE CROSSING LINES OF llRIANGLE LINES ARE SHOWN BROKEN. INTERLOCK DIAPHRAGM SEAL UL llRASONIC LEVEL TRANSMITTER BUBBLER HORN FLOAT INSTRUMENTATION FUNCTION DESIGNATORS AND ABBREVIATIONS ACKNOWLEDGE AMBIENT ATMOSPHERE BOTTOM OF PIPE BOTTOM TANGENT LINE BATCH COMPLETE BATCH FAILURE FOF FOF EL FT FV FS FTB FTC FACE OF FLANGE FACE OF FLANGE ELEVA Tl ON FEET FULIL VACUUM FAST/SLOW FAIL TO BATCH FAIL TO CLOSE LR LOCAL/REMOTE LRA LOCAL/REMOTIE/ AU TOMA llC M MEDIUM M1,M2 MULTIPLE MEDIUM MAX MAXIMUM MIN MINIMUM MOV MOTOR OPERAllED VALVE 7 I 8 I 9 INSTRUMENT SYMBOLOGY DEFINITION MEANINGS OF IDENllFICA llON LETTERS I THIS TABLE APPLIES ONLY TO THE FUNCTIONAL IDENTIFICAllON OF INSTRUMENTS FIRST-LETTER SUCCEEDING-LETTIERS A B C D E F G H J K L M N 0 p MEASURED OR INlllAllNG VARIABLE ANALYSIS BURNER, COMBUSllON USER'S CHOICE DENSITY VOLTAGE FLOW RAllE USER'S CHOICE HAND CURRENT (ELECTRICAL) POWER llME, TIME SCHEDULE LEVEL MOISTURE USER'S CHOICE USER'S CHOICE PRESSURE, VACUUM Q QUANTITY R RADIAllON S SPEED, FREQUENCY T llEMPERA TURE U PLC/MMI V VIBRATION, MECHANICAL ANALYSIS W WEIGHT, FORCE, TORQUE X UNCLASSIFIED MODIFIER DIFIFERENllAL RATIO (FRACTION) SCAN llME RATE OF CHANGE MOMENTARY COMPUTATION INTEGRATE, TOTALIZE SAFETY X AXIS Y AXIS READOUT OR PASSIVE FUNCllON ALARM USER'S CHOICE SENSOR (PRIMARY ELEMENT) GLASS, VIE\\1NG DEVICE INDICA llE LIGHT USER'S CHOICE ORIFICE POINT (TEST) CONNECTION RECORD MULITIFUNCTION WELL UNCLASSIFIED OUTIPUT FUNCllON USER'S CHOICE CONTROL CONTROL STATION USER'S CHOICE S\\1TCH TIRANSMIT MULTIFUNCTION VALVE, DAMPER, LOUVER UNCLASSIFIED RELAY, COMPUllE, -4444555661 DWG NUMBER► BF BIP BIL BATCH IN PROGRESS BATCH INRATE UEVEL FTO FAIL TO OPEN MA MO MOA NC MANUAL/ AUTO MANUAL/OFF MANUAL/OFF/ AUTO NORM AUL Y CLOSED NORM AUL Y OPEN Y EVENT, STA llE OR PRESENCE CONVERT, SOLENOID VALVE 0 ""O ., J5 e D 5 -.... 0 ., .c 0::: w en :::, ~ E ""O c-,i 0 0 0 z I in ~ DRA\\1NG NUMBER SEQUENCE NUMBER (2) ~---DRA\\1NG NUMBER (3) ~----AREA NUMBER (4) INSTRUMENT LOOP TAG NUMBER ---INSTR FUNC ID XX X 100A L INSTR TAG sumx ---BLOCK NUMBER TYPICAL CALLOUT -ffi-KNIFE -ill-SLIDE f TEMPERATURE REGULATOR f ANGLE TEMPERATURE REGULATOR i 3-WAY TEMPERATURE REGULATOR MUL llVANE DAMPER ~ [X] [2J ffi ROTAMEllER POSlllVE DISPLACEMENT PROPELLER TRAP QUICK CHANGE VALVE WITH ORIFICE ~ ROTAMEllER 111TH ~ CONSTANT DP VALVE ~~ .µ HS , , HYDRAULIC SELECTOR u C "'i") SWITCH VORllEX MAGNETIC 1 RELIEF DEVICES CONTROL VALVE ACTUATOR TYPES ~ ~ .... t. -}-T DIAPHRAGM ~ PILOT ~ -~ PRESSURE RELIEF VALVE I I L__J ·;;; FLUME WEIR Ea PISTON L__J SEGMENT WEDGE CA CE CL CONN CPLG csc cso CTA DE DCS DEC DEO DES DIA DIAG DO DP DR DT DWG EC EL EN EO ES ETM CORROSION ALLOWANCE COMBUSllON ENGINE CENTERLINE ELEVAllON CONNECTION COUPLING CAR SEAL CLOSED CAR SEAL OPEN COMMON TROUBUE ALARM DE-ENERGIZED DISTRIBUllED CONTROL SYSllEM DE-ENERGIZED CLOSE DE-ENERGIZED OPEN DESIGN DIAMEllER DIAGRAM DISSOLVED OXYGEN DESIGN PRESSURE DRAIN DESIGN llEMPERA TURE DRAWING ENERGIZED CLOSE ELEVAllON ENERGIZED ENERGIZED OPEN EMERGENCY STOP ELECTRONIC TIME METER Ro::: ' ~ OID ~ {:°~ -VACUUM RELIEF VALVE ~ STRAIGHllNG VANE FC FAIL CLOSED ON LOSS OF = I T ~ MOllVE POWER OR SIGNAL. 1B If) l(______J.._/ VENT SILENCER I MOTOR FL FAIL LAST .. F ~ ~ -}-D IN-LINE SILENCER FLC FAIL LAST POSITION ON LOSS -:;:'.'!l:! Czlfl PRESSURE/VACUUM RELIEF VALVE I OF CONTROL SIGNAL AND FAIL ~ x SOLENOID -e)-G CLOSED ON LOSS OF AIR .::, SIGHT GLASS SUPPLY. en .c i FILO FAIL LAST POSlllON ON LOSS OF ::i'. E VACUUM SAFETY VALVE i CAPACITY SENSOR I 'u I SONIC CONTROL SIGNAL AND FAIL OPEN ~ ~ ON LOSS OF AIR SUPPLY. I st FTS GPM GR HC HH H HT HA HOA HOR H2S ID IN INST ISBL ID LA LC L LL LO L/L LEL LF LOR LOS FAIL TO STOP GALLONS PER MINUllE GRADE Z POSlllON, DIMENSION Z AXIS DRIVER, ACTUATOR UNCLASSIFIED FINAL CONTROL ELEMENT HOSE CONNECllON HIGH HIGH NO DA OFF/AUTO OPEN/CLOSE OPEN/CLOSE/ AUTO OVERLOAD NOTE: FOR FURTHER EXPLANATORY NOTES WITH REGARD TO ABOVE TABLE, SEE ANSI/ISA-S5.1 STANDARD ENllllLED 'INSTRUMENTATION SYMBOLS AND IDENllFICATION" HIGH HYDRAULIC TURBINE HAND/AUTO HAND/OFF /AUTO HAND /OFF /REMOllE HYROGEN SULFIDE INSIDE DIAMETER INCHES INSTRUMENT oc OCA OL 00 osc OVHD pH PLC PRES PRV ON/OFF OPEN/STOP /CLOSE ~~b~~~t&ABLE LOGIC CONTROLLER ACIDITY LEVEL PRESSURE CSM CONSTANT SPEED MOTOR VSM VARIABLE SPEED MOTOR DCV DRIVE VALVE CONTROL VC PNEUMAllC VALVE CONTROL MV MODULATING VALVE FP FLOW PACING DGN DIAGNOSTIC PID PID CONTROL INSIDE BATllERY LIMITS INCREASE/DECREASE R PRESSURE RELIEF VALVE RESET LIL LEAD/LAG/STAND BY CONSTANT SPEED LOCAL/AUTO LOCKED CLOSED LOW LOW LOW LOCKED OPEN LEAD/LAG RPM s SD SEL sov SP REVOLUllON PER MINUIT START SHUTDOWN SELECTOR SOLENOID VALVE SET POINT SUMMING FUNCTION AVERAGING FUNCllON LOW EXPLOSION LEVEL LOSS OF FLOW LOCAL/OFF /REMOTE ss TEMP VIB START/STOP TIEMPERA TURE DIFFERENCE FUNCllON VIBRATION LOCKOUT STOP ~-------------------------------~ RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 01 [Z]1 1 ld/dtl 1 0 B 1 0 [2:JN=l TEMPLATE SERVICE ABBREVIATIONS LL LEAD/LAG/STAND BY VARIABUE SPEED TS TRANSMITTER SIGNALS RT MOTOR RUN TIME AM AUTO MANUAL STATION CS CASCADE STATION MLS MANUAL LOADING STATION TT TOTALIZER TEMPLAllE FUNCTION LABELS PROPORTIONAL FUNCllON INllEGRAL FUNCTION DERIVAllVE FUNCTION MUL llPL YING FUNCllON DIVIDING FUNCllON SQ ROOT EXTRACTION FUNCTION RAISE TO POWER FUNCTION Ell 1 ~ 1 ~J1 @1 01 ~J1 B 1 EJ1 []1 UNSPECIFIED FUNCTION TIME FUNCTION HIGH SELECTING FUNCTION LOW SELECTING FUNCTION HIGH LIMlllNG FUNCTION LOW LIMlllNG FUNCTION REVERSE PROPORllONAL FUNCllON BIAS FUNCTION BIAS FUNCTION [I]1 ~ ~ ~ 10 MODIFIER USER'S CHOICE CLOSE HIGH LOW, LEFT MIDDLE, INTERMEDIA llE USER'S CHOICE OPEN RIGHT MULTIFUNCllON UNCLASSIFIED BIAS FUNCllON CURRENT TO CURRENT CURRENT TO PNEUMA llC OR PNEUMATIC TO CURRENT RESISTANCE TO CURRENT MONITORING FUNCllON AVERAGE DIRECT ACTION FUNCllON REVERSE FUNCTION ON -OFF FUNCllON - ...._ ...._ ...._ - • FO FAIL OPEN 800_._ _______________ ..11, ______________ ..11, ______________ ....1,i......;.. ___________ 1... ______ _;~~~~~;;;.~~~~~~~~~~~~~~~~~~~~~~~~~~.;:....----------.l..------------'--------------ll--- /r-- 1'") 0 sto ,.N -, . ooo 0::: ~ ~fr z en & RECORD DRAWING )3/0i MARK DESCRIPTION DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 @ESS/0i,:,; DRAWN BY: Robledo, Hector -04/28/04 ~~._,'l.~R H~ ~ ~_:C:::,H.:.::E~C::.:,K:::ED::......::B:.,:Y.:..;: =B=ro=w=n:::, =E=rn=i=e =-=0=4=/=28::::/::::0=4==--~J! ,~7 ~o.E14544"""" ~ I----+----------------------+---+---< tt,,~;;Jt-ct, I • LINE IS 2 INCHES • I • u~ 06/YJ~ ,. AT FULL SIZE ~4tcn1t.~~ (IF NOT 2" -SCALE ACCORDINGLY) ct CAl\~ I I L§l!f LEE&RO. Inc. I I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 14TH STREET PUMP STATION INSTRUMENTATION AND CONTROL SYMBOLS AND ABBREVIATIONS - 2 I I PROJECT NO. 5-51 DRAWING NO. N0002 74 OF 98 A - B - 1 I 2 PUMP CONTROL CONSTANT SPEED FIELD INPUTS: LEVEL LOLO 1--------i REMOTE 1--------i ON ,_____, DRIVE READY ,___,.. INPUTS FROM OPER. SCREENS: ON HMI ,1--------i ONH OFF HMI ' OFH AUTO HMI AUH OOS HMI OSH INS HMI ISH ALARM RESET HMI ALR FAIL ACK HMI FAH DRIVE ACK HMI DAH INPUTS FROM OTHER TEMPLATES: EXTERNAL ALARM 1------1 EXT ALARM ACK 1--------i 00 FIELD OUTPUTS: ,____. RUN OUTPUTS TO OPER. SCREENS: DIS ,_____., DISABLE MODE WAT ' WAIT ONM ON MODE OFM OFF MODE ALIM AUTO MODE OSM OOS MODE ISM INS MODE ON 1--------i ON FAA ,_____, FAIL ALARM F AK FAIL ALM ACK DRA DRIVE ALARM DRK DRIVE ALM ACK GOA COMMON ALARM COK COMMON ALM ACK SYM SYMBOL DISPLAY MOD MOOE DISPLAY OUTPUTS TO OTHER TEMPLATES: AUTO RUN COMMND 1-------.i C COMMON SHUIDOWN ALARM 1------1 ,_____. WAIT ,_____. ON MODE ,_____. AUTO MODE - D 0 "C Q) J5 0 '- '-0 -.... u Q) .c 0:: w VJ :::, ~ E "C t') 0 0 0 z I io I ,(' .... ., C: -? Q) .... "iii 0 C.o:: Eo 0 ID ~.!. .... I() =1 cfi I() I .• F ., (/) < "-/w .... 0:: .,x Q) '-.... (/) .c ;E ~~ COMMON TROUBLE ALARM 1-------j _____ _J PIO CONTROL CLOSED FIELD INPUTS: LEVEL INPUTS FROM OPER. SCREENS: PID RMPRA TE SET , PID PROP SET ' PID INTEG SET PID DERV SET INPUTS FROM OTHER TEMPLATES: C/M CASCADE MOD 1------.i A/M SYS AUT MOD 1--------i PIO CNTRL ENBL 1------1 M/L STATION OUT 1----i OUWUT ,____. ~ PRS PPS PIS PDS LOOP PRP PPP PIP PDP PPV FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: , PID RAMP RA TE SP ' PID PROP SP PID INTEG SP PID DERV SEP PID PRDC VAR OUTPUTS TO OTHER TEMPLATES: 1-------. PID PROC VAR 1-----. SEWOINT 1-----+I CONTIROLLER OUT I 3 I PUMP CONTROL VARIABLE SPEED 4 FIELD INPUTS: FIELD OUTPUTS: REMOTE 1--------i ON 1-------.i DRIVE READY 1-------.i SPEED 1-------I INPUTS FROM OPER. SCREENS: ON HMI ,1--------i ONH OFF HMI' OFH AUTO HMI AUH OOS HMI OSH INS HMI ISH ALARM RESET HMI 1-------.i ALR FAIL ACK HMI 1--------i FAH DRIVE ACK HMI DAH SPEED RAMP SET SRS INPUTS FROM OTHER TEMPLATES: HIHI LVL ALM 1-------.i HI L VL ALM 1------1 LO L VL ALM 1--------i LOLO L VL ALM 1-------.i A/M SYS AUT MOD 1------1 A/M NO SP CHG ,1--------i A/M SYS AUT PID 1-------.i A/M MAN SPD CHG 1------1 AUTO RUN COMMND 1--------i A/M STATION OUT 1-------.i COMMON SHUIDOWN ALARM 1-------.i ,____. RUN 1-------.i SPEED OUTPUTS TO OPER. SCREENS: DIS 1------< DISABLE MODE WAT 1-------.i WAIT ONM 1-----.. ON MODE OFM OFF MODE ALIM , AUTO MODE OSM ' OOS MODE ON 1------< ON FAA ,_____. FAIL ALARM FAK FAIL ALM ACK DRA DRIVE ALARM DRK DRIVE ALM ACK GOA COMMON ALARM COK COMMON ALM ACK SPR SPEED RAMP SP SPD SPEED SYM SYMBOL DISPLAY MOD MODE DISPLAY OUTPUTS TO OTHER TEMPLATES: ,___., WAIT ,_____. ON MODE ,_____., AUTO MODE 1-----.. OOS MODE 1------< PUMP CALL ,_____. PID CNTRL ENBL ,___., OUWUT COMMON TROUBLE ALARM 1-------j _____ _J LEAD/LAG/STANDBY CONSTANT SPEED I 5 I VALVE CONTROL OPENED/CLOSED FIELD INPUTS: REMOTE :1--------i CLOSED :1-------i OPENED :1-------.i INPUTS FROM OPER. SCREENS: OPEN HMI :1--------i OPH CLOSE HMI : CLH AUTO HMI : AUH OOS HMI: OSH INS HMI . ISH ALARM RESET HMI: ALR ALARM ACK HMI : ALH INPUTS FROM OTHER TEMPLATES: AUTO OPEN COMMAND :1------1 COMMON TROUBLE ALARM :1--------i FIELD OUTPUTS: 1-------i· OPEN OUTPUTS TO OPER. SCREENS: OPM 1-------i: OPEN MODE CLM : CLOSE MODE ALIM AUTO MODE OSM 'OOS MODE FAA . FAIL ALARM FAK , FAIL ALM ACK SYM ' SYMBOL DISPLAY MOD : MODE DISPLAY STA , STATUS DISPLAY OUTPUTS TO OTHER TEMPLATES: LEAD/LAG/STANDBY VARIABLE SPEED 6 I 7 I VALVE CONTROL MODULATING FIELD INPUTS: REMOTE ,____. POSITION 1------i INPUTS FROM OPER. SCREENS: OOS HMI ,,_____. OSH INS HMI ' INH INPUTS FROM OTHER TEMPLATES: A/M SYS AUT MOO 1------< A/M STATION OUT ,_____. COMMON TIROUBLE ALARM ,___., FIELD OUTPUTS: ,____. POSITION OUTPUTS TO OPER. SCREENS: OSM ,_____., OOS MODE OPP ' OPENED POS POSITION SPM SYMBOL DISPLAY MOO MODE DISPLAY OUTPUTS TO OTHER TEMPLATES: 1-------. PID CNTIRL ENBL 8 I 9 CHEMICAL ADDITION FLOW PACING FIELD INPUTS: INPUTS FROM OPER. SCREENS: ENB FLO CAL HMI ,1--------i EFH DIS FLO CAL HMI ' DFH FLOW SET FLS SPEC GRAV SET SGS PCT CONG SET COS SPEED RAMP SET SRS INPUTS FROM OTHER TEMPLATES: C/M CASCADE MOD 1------.i PID CNTRL ENBL 1-------t FLOW ,1-----t DOSAGE (MG/L) 1------.i SEWOINT 1---+1 00 FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: EFM 1------+1 ENB FLO CAL MOD FLO FLOW SP SG ,____, SPEC GRAV CON 1------+1 PCT CONC SPP SPEED SP SRP 1-------1 SPEED RAMP SP SPB 1------+1 SPEED BAR OUTPUTS TO OTHER TEMPLATES: 1-------1 FLOW SP 1-------t CONTROLLER OUT LEAD/LAG/STANDBY VARIABLE SPEED LEAD/LAG/STANDBY VARIABLE SPEED I 10 FIELD INPUTS: ~ FIELD OUTPUTS: FIELD INPUTS: ~i'B FIELD OUTPUTS: INPUTS FROM OPER. SCREENS: DUTY SEQ1 HMI :1-------.i DUTY SEQ2 HMI :1-------.i DUTY SEQ3 HMI :1--------i DUTY SEQ4 HMI :1-------.i DUTY SEQ5 HMI :1-------.i DUTY SEQ6 HMI :1--------i LO STIRT L VL SET :1--------i LD STOP L VL SET :1-------.i L1 STIRT L VL SET :1--------i L1 STOP LVL SET :1--------i L2 STIRT L VL SET :1-------i L2 STOP L VL SET :1-------.i INPUTS FROM OTHER TEMPLATES: WAIT :1------1 ON MODE :1------+1 AUTO MODE :1-------i WAIT :1------1 ON MODE :1------+1 AUTO MODE :1-------i WAIT :1-------i ON MODE :1------+1 AUTO MODE :1-----+1 HIHI L VL S\\1TCH :1-------i HI L VL S\\1TCH :1------+1 LO L VL S\\1TCH :1-------i LOLO L VL SWITCH :1-------i LEVEL :1------+1 S1H S2H S3H S4H S5H S6H LSS LTS 1SS ns 2SS 2TS OUTPUTS TO OPER. SCREENS: S1M : DUTY SEQ1 MODE S2M , DUTY SEQ2 MOOE S3M ' DUTY SEQ3 MOOE S4M : DUTY SEQ4 MODE S5M . DUTY SEQ5 MODE S6M DUTY SEQ6 MODE DUT : DUTY DISPLAY DUT : DUTY DISPLAY DUT ' DUTY DISPLAY LSP : LO STRT LVL SP LW : LO STOP LVL SP 1SP , L1 STIRT L VL SP 1W : L1 STOP LVL SP 2SP : L2 STRT LVL SP 2W , L2 STOP LVL SP OUTPUTS TO OTHER TEMPLATES: : AUTO RUN CMMND AUTO RUN CMMND ' AUTO RUN CMMND INPUTS FROM OPER. SCREENS: DUTY SEQ1 HMI S1H DUTY SEQ2 HMI S2H DUTY SEQ3 HMI S3H DUTY SEQ4 HMI S4H DUTY SEQ5 HMI S5H LD STIRT L VL SET LSS LO STOP LVL SET , LTS L1 STRT LVL SET ' 1SS L1 STOP LVL SET ns L2 STIRT LVL SET 2SS L2 STOP LVL SET 2TS L3 STRT L VL SET 3SS L3 STOP LVL SET , 3TS L4 STRT LVL SET ' 4SS L4 STOP LVL SET 4TS INPUTS FROM OTHER TEMPLATES: RUN ' RUN RUN RUN RUN WAIT ONM AUM OUTPUTS TO OSM OPER. SCREENS: WAT S1M DUTY SEQ1 MODE S2M DUTY SEQ2 MODE S3M DUTY SEQ3 MODE S4M DUTY SEQ4 MODE S5M DUTY SEQ5 MODE LSP LD STRT LVL SP LW LO STOP L VL SP 1SP L1 STIRT L VL SP 1TP L1 STOP LVL SP 2SP L2 STIRT L VL SP 2TP L2 STOP LVL SP 3SP L3 STRT LVL SP 3TP L3 STOP LVL SP 4SP L4 STIRT LVL SP 4W L4 STOP LVL SP OUT DUTY DISPLAY OUT DUTY DISPLAY OUT DUTY DISPLAY DUT DUTY DISPLAY OUT DUTY DISPLAY ' '1-----i ' '1-----i ONM AUM OSM WAT ONM AUM OSM WAT ONM AUM OSM WAT ONM ALIM OSM 08001 08002 08003 08004 08005 08006 08007 OUTPUTS TO 08008 OTHER TEMPLATES: ' 08009 08010 08011 AUTO RUN CMMND '1-----i 08012 AUTO RUN CMMND 08013 AUTO RUN CMMND 08014 AUTO RUN CMMND 08015 AUTO RUN CMMND OUWUT PUMP CALL PIO CNTIRL ENBL A/M SYS AUT MOD FOLLOW MODE PUMP CALL , PIO CNTIRL ENBL ' A/M SYS AUT MOD FOLLOW MODE PUMP CALL PIO CNTIRL ENBL EXT SEQ SHUTIDN EXT SEQ PERM EXT SEQ RESTART PIO PROC VAR A/M STATION OUT SPEED SPEED SPEED SPEED SPEED 08016 08017 08018 08019 08020 08021 08022 08023 08024 08025 08026 08027 08028 45001 48001 48002 48003 48004 48005 48006 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 1-- 1-- 1-- - 1-.t- ,.., ro o---l.,_ __________________________________________________________________________________________________________________________________ ... _ /r--,.., 0 """0 ,.N -, . O<Xl 0:: ~ 0.. C. / Q) :z (/) DESIGNED BY· Rosu, Cezar -04/28/04 ~ESS/~ DRAWN BY: Robledo, Hector -04/28/04 ~~1,.t.R Ro};~ ~...::C::.:H~E::::CK:.:.:E:::D:....:::.BY.:..::.=B=r=ow=n:::,=E=r=ni=e=-=0=4:::/2=8:::/=0=4=~-Jl/ "!f ~o.E14544 <>A->< -1---+--------------------+---+---1 I,. LINE IS 2 INCHES • I .,F-=u~=06~~~i/06~:j: AT FULL SIZE ~,$tcn11:.~"t- (IF NOT 2"-SCALE ACCORDINGLY) c.t CA\.\\ & RECORD DRAWING )3/0, MARK DESCRIPTION DATE APPR. I I L§l!f LEE&RO. Inc. I I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 14TH STREET PUMP STATION INSTRUMENTATION AND CONTROL TEMPLATES SHEET - 1 I I PROJECT NO. 5-51 DRAWING NO. N0003 75 OF 98 A - B - C - D 0 'C Q) J5 0 '- '-0 -.... u Q) .c 0:: LJ.J VJ :::, ~ E 'C -4' 0 0 0 z I io I ,(' .... ., C: -? Q) .... 'iii 0 C.o:: Eo 0 ID ~.!. .... 1() =1 cfi It) I •• F ., (/) <u. /LJ.J .... 0:: .,x Q) '-.... (/) .c ;E ~~ 1 FIELD INPUTS: ON INPUTS FROM OPER. SCREENS: RUNTIME RESET , INPUTS FROM OTHER TEMPLATES: FIELD INPUTS: ALARM(C12F) ; LEVEL : INPUTS FROM OPER. SCREENS: HIHI LVL ACKHMI ; HI L VL ACKHMI : LO L VL ACKHMI : LOLO L VL ACKHMI ; HIHI LEVEL SET : HI LEVEL SET : LO LEVEL SET ; LOLO LEVEL SET ; ALARM ACK HMI (C12F) : INPUTS FROM OTHER TEMPLATES: I 2 I MOTOR RUNTIME ~ FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: RTIR RTIM RUNTIME CUMM MSD RTIL RUNTIME CUMM LSD RTC RUNTIME CURR DAY RTIP RUNTIME PREV DAY OUTPUTS TO OTHER TEMPLATES: TRANSMITTER SIGNALS ~ HHH HHA HH HHK LH HA LLH HK HHS LA HS LK LS LLA LLS LLK ALH COA COK LVL HHP HP LP LLP ALA ALK CHOOSE C12A THRU C12F NOTE 1 FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: >----HIHI L VL ALM >----HIHI L VL ALM ACK f----i HI L VL ALM >----HI LVL ALMACK >----LO LVL ALM f----i LO L VL ALM ACK >----, LOLO LVL ALM >----LOLO L VL ALMACK >----' COMMON ALM >----, COMMON ALMACK >----LEVEL >----HIHI LVL SP f----i HI LVL SP >----, LO LVL SP >----LOLO L VL SP f----i ALARM (C12F) f----i ALARM ACK (C12F) OUTPUTS TO OTHER TEMPLATES: f----i HIHI LVL ALM f----i HI LVL ALM >----LO LVL ALM >----' LOLO L VL ALM f----i HIHI L VL S\\1TCH >----, HI L VL S\\1TCH >----LO L VL S\\1TCH >----' LOLO L VL S\\1TCH f----i LEVEL 3 I 4 AUTO/MANUAL STATION FIELD INPUTS: ~ FIELD OUTPUTS: INPUTS FROM OUTPUTS TO OPER. SCREENS: OPER. SCREENS: A/M AUTO HMI , AAH AAM A/M AUTO MODE A/M MANUAL HMI AMH AMM A/M MANUAL MODE A/M MAN SP□ SET ' AMS AMP A/M SPEED SP AMB A/M SPEED BAR INPUTS FROM OUTPUTS TO OTHER OTHER TEMPLATES: TEMPLATES: C/M CASCADE HMI, A/M AUTO HMI C/M CASCADE MOD A/M MANUAL HMI OOS MODE A/M AUTO MODE PID CNTIRL ENBL A/M SYS AUT MOD CONTIROLLER OUT , A/M NO SP CHG OUTPUT A/M STATION OUT I 5 I 6 I 7 I 8 MANUAL LOADING CASCADE STATION STATION FIELD INPUTS: ~ FIELD OUTPUTS: FIELD INPUTS: ~ FIELD OUTPUTS: INPUTS FROM OUTPUTS TO INPUTS FROM OUTPUTS TO OPER. SCREENS: OPER. SCREENS: OPER. SCREENS: OPER. SCREENS: C/M CASCADE HMI, CCH CCM C/M CASCADE MODE M/L MAN SPD SET ; MLS MLP , M/L SPEED SP C/M MAN SPD SET CMS CMP C/M SPEED SP MLB M/L SPEED BAR CMB C/M SPEED BAR INPUTS FROM OUTPUTS TO INPUTS FROM OUTPUTS TO OTHER OTHER OTHER OTHER TEMPLATES: TEMPLATES: TEMPLATES: TEMPLATES: A/M AUTO HMI , C/M CASCADE MODE OUTIPUT ; , M/L SYS AUT MOD A/M MANUAL HMI C/M STATION OUT M/L NO SP CHG OOS MODE M/L STATION OUT PID CNTIRL ENBL CONTIROLLER OUT , SETPOINT I FIELD INPUTS: FLOW INPUTS FROM OPER. SCREENS: OOS HMI INS HMI ' MAN FLORATE SET INPUTS FROM OTHER TEMPLATES: 9 I 10 TOTALIZER TEMPLATE ~ OSH ISH MFS NOTES: 1. C12 VARIATIONS TEMPLATE 12A 12B 12C 12D 12E 12F FLO PRS TIMP FIELD OUTPUTS: OUTPUTS TO OPER. SCREENS: OSM ' OOS MODE ISM , INS MODE MFP : MAN FLORA TE SP CWF : CUR WGHTD FLO CTM , CUR TOT FLO MSD CTIL : CUR TOT FLO LSD CAF : CUR AVERAGE FLO CHF ' CUR HIGHEST FLO CLF : CUR LOWEST FLO PTM : PRV TOT FLO MSD PTIL ' PRV TOT FLO LSD PAF , PRV AVERAGE FLO PHF : PRV HIGHEST FLO PLF : PRV LOWEST FLO OUTPUTS TO OTHER TEMPLATES: ALARMS HIGH HIGH, HIGH, LOW, LOW LOW HIGH HIGH, HIGH (111THOUT BLINKING ALARM) NO ALARMS. TIRANSMITTER SCALING ONLY HIGH HIGH HIGH HIGH, HIGH (111TH BLINKING ALARM) DISCRETE ALARM ONLY FLOW PRESSURE TEMPERATURE RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - >-- >-- >-- - l'<I' ,.., ro o---lt,...------------------------------------------------------------------------------------------------------------------------1--/r-,. ,.., 0 ""0 ,.N --, . O<Xl 0:: ~ 0.. C. / Q) :z (/) DESIGNED BY· Rosu, Cezar-04/28/04 ~ESS/~ DRAWN BY: Robledo, Hector -04/28/04 ~~1.,t.R Ro};~ 1-.:C:.,::HE~C::,:K::::ED::.....:::B..:..:Y:~B=r=ow=n:::, =E=rn=ie=-=0=4:::/2=8=/=04=~~/ "!f ~o.E14544 ~ -o---+--------------------+---+-----< I,. LINE IS 2 INCHES • I .,F-u=~~06~~:'.!:i/06::::::J: AT FULL SIZE ~,$tcn11:.~"t- (IF NOT 2"-SCALE ACCORDINGLY) C¥' CA\.\\ RECORD DRAWING )3/0'i MARK DESCRIPTION DATE APPR. I I L§l!f LEE&RO. Inc. I I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 14TH STREET PUMP STATION INSTRUMENTATION AND CONTROL TEMPLATES SHEET-2 I I PROJECT NO. 5-51 DRAWING NO. N0004 76 OF 98 - T; = ' --:-:) (__;_'-.. ,_----::-;: """C ·----. LJ! •• LC; :..::_: - u:: A B C 1 I I I I D I WI I I ~ >-I 1---1 I I _J DI DI I I 0:::: i551 ~I I :Z:::1 W I I zl =::)I E'.:; 0:1 0:1 DI 0::1 - - -_J__ - _ _J_ ___ _J_ _ ----1 HOR HS I ss□FAN0s I DRY V/C:L_ EXHAUST FAN EFl I I I . TS') T_AH06_4 [> • Cl 2F HIGH TEMP ALM TAH 064 ANN ..,_ co ts,, :r: (f) C- D"¼. w c- :r: '-" 5= .• TSH / TE 1; 064 ;\ 064 . .-. / ·---· I ~:i□AC06:i I CONT'lO_ ROOM A/C SYSTEM BUILDING BUILDING FROM DRY WELL ( FSL 052 ffi TT 064 2 HS 059A PAUSE FANS HS 059 PAUSE FANS I ss□FA~057 I HS 067 3 Cl RESTROOM -HOR ---, HS ) --7 \053B lss□FAl\0531 SUPPLY FAN SF! :~ ORY WELL I ... --------. I FSL. L-' ' 054 4 : NOTE C --------7 I -/ . -. / ' YA / YL \ I . 042 . "RED /. 042 /GREEN I I // -----:--✓ / ·--_,.,, : ~--~---------J : 4 I I ____ _ w u_ <r ~~ ,t ~Ll ~1 ~~~--+-~----+-F-A-IL-+-_l_, • C12A 5 -~----•-•-•-•-•---•-•-. FAIL YA 6 ACTIVE LI L_E~E_L_ 4103487 034B NOTE 5 7 8 NOTES: L APPLY OCSO STANDARD TAG NUMBERS TO ALL EQUIPMENT. MEET AREA CLASSIFICATION. 2. NOT USED. 3. NOT USED. 4. ENTRY WARNING LIGHTS SHALL BE WIRED FAIL SAFE SUCH THAT LOSS OF INPUT SIGNAL OR POWER TO INTERPOSING RELAY WILL CAUSE THE GREEN LIGHT TO GO OUT. 5. ACTIVE LEVEL INDICATOR SHOWS THE LEVEL FROM THE SELECTED LEVEL INSTRUMENT ANO IS VISIBLE FROM THE PUMP CONTROLS. 6. LARGE NEMA 7 LEVEL INDICATOR, POSITION AND QUANTITY SO LEVEL IS VISIBLE FROM EVERY PUMP. 7. NOT USED. 8. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX "550" STATION LOCATION. 9. CUSTOM LOGIC BETWEEN TEMPLATES AND 'DO' NOT SHOWN. / MLs x•Pm AM''., /{L·-._ C15C -...._cg C15C •,.Cll ·. . . . . _OAA VLrr7 ~ /Ts •-•-•-.--~ " C12A _ALA (yA\ ILSMC\ \_035B/ANN \ 035) ' I _JI _, <r I u_ I m ITT "" 50 <r >- • C12F _ALA ·, "LSMA \ 035 9 10 LOGIC BLOCK NOTES: A. FSL ALARM FOR EACH FAN. B. DRYWELL SF! AND EFl RUN CONTINUOUSLY. TIMED STOP HS AT DOOR PAUSED FANS TO ALLOW DOOR TO OPEN EASILY. C. RED IF SF! AND EFl FAIL; OR AIT FAIL; OR ON AAH. D. BUBBLER OR ULTRASONIC CAN BE ACTIVE LEVEL SENSOR. SELECT BUBBLER OR ULTRASONIC WITH PUSHBUTTON. E. PUSHING THE TEST BUTTON ENERGIZES ALL PLC-CONTROLLED LIGHTS. F. FAIL DIAGNOSTICS FOR SIGNALS UNDER 4mA OR ABOVE 20mA. j 15504110001 550-NP-120 ) PLC PUMP I I · ·-,---,---j~5_50_4_11_0_0l~l _5_50_-_NP_-_13_0~> I~ PLC PUMP 2 l RECORD DRAWING 15504110021 550-NP-140 ) PLC PUMP 3 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY ANO HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED ANO FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNERISI WILL NOT BE RESPONSIBLE FOR ANY ERRORISI OR OMISSIONISI WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REOUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNERISI OF THE UTILITIES INVOLVED. -o-o-o-c-c-o-o-,-c-c-c-c-o-•-•-•-•-~-,-,-•-•-c-c ~~--11550411012 I 550-NP-140 ) LEVEL CONTROL I I I --------------------------------- - ------ - ------------------------45504110031 550-NP-140 ) I I , PUMP 3 BACK-UP RUN I ----'------------------------------------------------- - ----15504110041 550-NP-120 ) 1 PUMP 1 BACK-UP RUN ----------------- - --------------------------------45504110051 550-NP-130 ) PUMP 2 BACK-UP RUN D 15504120051 550-NP-120 REMOTE PURGE CYCLE E ES>-~ I 55DSWI030 I I --------------------------------------------------------------------------' WW LEVEL LO LAL0~5 [> LO ALM l55DCMr'032I 55□rTr'030 BUBBLER P~NEL BP! 15504140001 550-NP-140 />-___ l0_"-_F_M-_O_I-_55_0 ______________________________________________________________________ _ FORCEMAIN 1 DRAIN 15504140031 550-NP-140 />---:..:10:..."-.:..F:...M--"O-'-I-.:..55:..:□:..._ _____________________________________________________________________ --' 1"-V-STL-55O FORCEMAIN 2 DRAIN 55DBV100F 15504120031 550-NP-120 )>--------------------------------------1::1=0:f-----------------------------------------«~ VENT, PUMP 1 55DBV200F 15504130011 550-NP-130 :>---.:..l"-...:V:...-S.:..T:..:L...:-5:.::5::..D _____________________________ f:8.(\----------------------------------------~ --' 1"-V-STL-55O VENT, PUMP 2 55DBV300F LE ' 035 -~O_W _ _LE~E_L__D_F~---------------------- - ---- - - ---- - - ---- - ---- - -----------T----1 550411011 I 550-NP-120 > / ' LAH040 HI ALM "LAH : PUMP I LOW LEVEL SHUT OFF · , [> I I 040 ANN I 15504110071 55D-NP-130 > ts, j ~ / : PUMP 2 LOW LEVEL SHUT OFF ii : ':'lj 1-----15504110081 550-NP-140 ) /;-. PUMP 3 LOW LEVEL SHUT OFF _JI w, [c I _JI I "''-31:r: . I LSH \ 040 2"-FM-SST-55O ----------------------------:~ 550-NP-150 15504150001 c-= F (2 ,_ <l 15504140051 55D-NP-140 VENT, PUMP 3 24"-SS-VCP-55D SUMP PUMP DISCHARGE 8"-FM-STL -550 1-~··;------------------------------15504110091 550-NP-120 ) u-: >. I '-=-· LC'.~ C: . n (~ - :-.:c: <f C:::.:.::: 15504100011 w UPSTREAM MANHOLE () 6'-D-PVC-550 15504150021 55D-NP-150 )>---_;:_::....c._;_.;:_.::..:..::...._ _________________________________________________________________________ ~ LE ' STORMWATER DRAIN 030 15504140041 55D-NP-140 )>-----4-'-__ FM_-.:..Sc..:TL:...-.:..55:..:0;__ _________________________________________________________________________ , RECYCLE RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE 03/07 08/05 LI 1:: I.. ·"· I Lcc&l~O: Inc, .LL \, LL WET WELL ORANGE COUNTY SANITATION DISTRICT Pl IN, WETWELL 8"-FM-STL -550 ,_..,__-----------------------------,I550411010 I 550-NP-130 ) ,_..,_ •• _______ B_"-_FM_-_S_TL_-_5_5□------t' 550411013 I 55D-NP-140 !SUCTION! P3 IN, WETWELL REHABILITATION OF 14TH STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM PLC, VENTILATION, PUMP STATION AND MISCELLANEOUS EQUIPMENT P2 IN, WETWELL 55DPSA 5 51 55O-NP-110 7 A B C D E F - T; = ' --:_:) (__;_'-. . ,_----::-;: ,~, ,_ """C ·----. LJ! •• LC; :..::_: - u:: A B C D E c-= F (2 ,_ <l '.j C _,:-' I ·n u-: >. I '-=-· LC'.~ C: . (~ - :-.:c: <f C:::.:.::: 1 ( 550-NP-110 l550412005f---••-~- REMOTE BUBBLER PURGE CYCLE 15504110001 55D-NP-110 >------,-•-· -•-·-- PLC PUMP 1 2 < 550-NP-130 l5504)20J0~•-•-c-c-c-o-c-c-,-c- CLEAN MODE: PMP2 OFF/ NOR ( 550-NP-140 I 550412011 ~----•---•-------- CLEAN MODE: PMP 3 OFF/NOR ( 550-NP-110 15504120081 CLEANING PANEL ACTIVATE ( 550-NP-140 I550412009~----•-----•--------- CONTROL VALVE 15504110061 55D-NP-110 >--•---•-----~- CLEANING PNL ACTIVATE w _J u >-u D w D z w w _J u >-u D z w z -□ <I w 0:: "'C = <.D <D U) -:r: z <I w _J u D f- w 0:: <I o._ w 0:: o._ v z <I w _J u D f- D w 0:: <I o._ w 0:: o._ / f-o._ f-w U) o._ :::l D o._ U) "~/ YL 560A HS YL • 560K ! 560K HS \100L / / " -/ " f-o._ f-w U) z D D o._ U) L. HS • 100M :5CFCP550 CLEAN:NG PANEL LCP A 3 PUMP 1 ON/SPEED: DISABLE LEVEL w _J u >-u (") z z -u (") z _J u D w f-0: <I: f-U) D w f-<I: > ~ u <I: _J z o._ (") z _J u D w w o._ (fl C12F w 0: :::l f- "3 D :,: . ANN 4 MTR WNDG . - • TAH . 103 / ANN :,: _J ------------------------------------------------------------------------------------1 100 100B 100C 100A PUMP 1 BACK-UP RUN : I / I 7 / A ON YL 100J VS/CS .MOD 0 ,---~ I READY YL 100L OFF / YL 100K 8 ..., er "" ~i ' (") I ' ' ';'11 1-- ...... I td □'_J wlw U)' U) ' HS \ 049J ; . - 9 j ¥ l ..., ::s:-er er "" "" Q ts,, (f) C _J :r: >-v 6 ('") D -' w ' (") N f-' f-~ u N u w w □ _J □ _J w w w w U) CD (fl U) . ,.,--- YL HS LCP • 049J ._LCP • .. 049M : LCP / :,: ' er "" Q _J. >- v -D ' w (") ' f- N u w □ _J w w U) en .. ----. ( YL 10 15504120001 55D-NP-140 ) PUMP 3 SEQUENCE ~~15504120011 550-NP-130 ) PUMP 2 SEQUENCE z ~1 IT' "" ts> ~i ~~ ' ' NI NIO ' ' ',w ----;-'1 I-~II- M1td M I b::l □'_J □'_J wlw wlw UJ' en (fl' u; ' ' ---------. / / HS YL . _\ 049M,._~CP \ ~4_9~/ LCP ~4_9N,J LCP -/ PUMP SEQUENCE SELECTION 1 I ~ w _J I -, . ~I >-- f-z w ~~ w ~ D =" "" I' (fl f-- w (") <I: ~ f- i5 ~ ~-1 6 _J _J t3- f-z w l ~s §§ ,s §§ I C12A ~ C12A ~ I <I: tn = 1/) ~1 i§ ~r i§ r•-~ ,__:=_o-•---c t=; Q_ _J <I: ~ LL 0: : "''I ~ = :::l -D ~- w (") <I: ~~ D ~ 0 ea' = I' t3 - f-:::l o._ 2S w en <I :r: o._ I ' 1 ~~~;1~0~~1w 5L5~v-:~-~~uT~;F--------------------------------------------------------------------------------'--i _________________ coN5lROotUBJ~~irnNl ____________ I_____ VAR1~~{~O~P0EED _____ [_ ] co~~~~~f 1~~EEC -~~ sus __ +~-' --, -----~--______________ _r I I ! -t 550411009 55D-NP-110 PUMP 1, WETWELL NOTES: 8"-FM-STL -550 1. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX "550" STATION LOCATION. 2. TYPICAL CONTROLS SHOWN ADJUST P&ID TD FIT PUMP STATION. 3. PROVIDE INOIVIDUAL AS-BUil T P&ID DRAWINGS FOR EACH PUMP. 4. CUSTOM LOGIC BETWEEN TEMPLATES AND 'DO' NOT SHOWN. RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE Ol/07 08/05 I ! I I ! I : 1 i LOS __ JOG : HS VHS : 100 A. 100A ) I _,,,, I I I MSH 1 I 104 I I I I I I I 5:DFCP0J5 : PI 100 55DPV100 3/4" 55DBV100 1" 550BV100A I I : MTR TEMP WIND I L __________________________________________________________________ TSH 103 SEAL ME 104 1" 55DBV100D PI 100A 3/4" 55DBV100B -'-_Ts~·· ·~--___;ZLC 1~~ _ [_L_O _s~o -+!_/=-cz LC.CC_\ CH K V L V CLO SEO C12F • \ _105) LCP ITT• ~ u en, N 6 D w en 0 _J u > _J > "' :r: u zsc 105 55DCV105 1' 55DBV100C 8"-FM-STL -550 f----------"---'--'-'-"-'C.::..:""'------550412002 55D-NP-140 55DPV100A DISCHARGE, FORCE MAIN LOGIC BLOCK NOTES ITHIS DWGI: A. SELECT VS OR CS OPERATION. CHANNEL VS SIGNAL TO VFD . I 55DPMP100 I ~IIMP 1 1' 550CV100 1"-V-STL -550 f---l'----..l---------------------------....!......:.....:~=:...._-----550412003 55D-NP-110 SELECT CORRECT CS LEVEL ON-OFF BASED ON PUMP SEQUENCE FAIL-OVER FROM VS TO CS: SEND FAILED VS TO END OF SEQUENCE. B. PUMP FAILS IF VALVE OPEN TIMES OUT. C. SELECT PUMP SEQUENCE MANUALLY OR VIA SCADA. DISPLAY PUMP SEQUENCE. D. PREPARE TO CLEAN: PUMP 1 ON AT 100% SPEED; WETWELL LEVEL ALARMS INHIBITED: LOW LEVEL CONTROLS DISABLED OR BY-PASSED: WETWELL LEVEL SETPOINT ADJUSTED TO PREPARE TO CLEAN LEVEL: RECYCLE VALVE OPENED TO MAINTAIN PREPARE TO CLEAN LEVEL. START TO CLEAN: ALL WETWELL LEVEL CONTROLS DISENGAGED. END CLEAN CYCLE: ALL PUMPS SHUT-OFF: RECYCLE VALVE CLOSED: WETWELL LEVEL CONTROL 15 RE-ENGAGED FOR NORMAL OPERATION; LEVEL ALARM INHIBITS ARE REMOVED: BUBBLER 15 PURGED: CLEANING PANEL IS DISACTIVATED. LI 1:: I• .". I .LL ,, LL Lcc&l~O,-Inc, 1" 55DBV100E ORANGE COUNTY SANITATION DISTRICT RECORD DRAWING THIS 15 A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED ANO FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT ANO OWNERISI WILL NOT BE RESPONSIBLE FOR ANY ERRORISI OR OMISSIONISI WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNERISI OF THE UTILITIES INVOLVED. REHABILITATION OF 14TH STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM WASTEWATER PUMP NO. 1 VENT, WETWELL 55DPSA 5 51 55O-NP-120 78 , C 98 A B C D E F " T; = ' --:-:) (__;_'-.. ,_----::-;: """C ·----. LJ! •• LC; :..::_: - u:: A B C D E c-= F (2 ,_ <l '.j C'."' I C::-- u-: >. I '-=-· LC'.~ C: . (~ - :-.:c: <f C:::.:.::: 1 15504120011 55D-NP-120 ) • SEQUENCE 15504120101 55D-NP-120 ) • CLEAN MODE: PMPZ OFF/NORM I 550411001 I 55D·NP·110 > ' PLC PUMP 2 2 MTR WNDG TAH 203 ANN 3 4 .. / YA \ • 2008 ' / .T •• I I I I :,: I _J <I' I W1 '61 ANN 5 A MAH -•-•-•-o-o-•-•-•-•-•-c-o-o-0-0-0-~~ •-•-•-•-c-6: -0-0-0-c-c-o-o-o....L-"'-r--J 204 • ANN •. _T_,,, :,: _J <I: w a: :::, c-m D :,: A tj-e;, N, I - RESET HS \ 200H; [1[ l l ~ ,J ,a, ~I Q N c- >-! (/]' A ~, e;, N en• >- 6 SIC . 200 • HOR 01 ,a. ~l Q N LJ :,: ' o_~ (/)" T VS/CS HS ; \ 200K ; / READY a: I c-I A CD e;, e;, N <I: >- C12F CD I ~, ~! ON YL \ 200 OFF 15504110051 550-NP-110 )-------------------j ST HS YL \ YL : : 200 \ 2008,' \_200C _; 200A / PUMP 2 BACK-UP RUN i§c 6l, e;, e;, N N I en, >-'"'. 6 6 ON YL , \ 200J) OFF YL •. , 200K) 6 CSM z D en LJ \200L." .C13 • i I ~----~---~ ------------// ____________ /'--. 1 ~~~~ 11 ~ 0 ~L 5 ~~~~- 1~~u;~;;---------------1 ________________ co~iWJ~8l~gfm~l ____________ l_____ vA~I~iv!l~iiE□ _____ l~-----...,-_ ---~----~--_-]~ ___ co~§~ l~~2~~EE□ J I I I 55DPV200 550411010 550-NP-110 PUMP 2 IN, WETWELL MSH 204 :S5JrTr035 PI 200 3/4' 55DBV200 1" 55DBVZ00A 8"-FM-STL -550 MTR TEMP WIND TSH 203 ___ SEAL I ME ' \ 204 I HS 200 . .JOG HS 200A • Pl , 200A / t 3/4" 55DBV200B I" 55DBV200D B l l I I ~I ~1E;J I gj I ~ I LJ I> I _, I> I I >c I I LJ ZSC 205 .. /-/Ts··---, __ C12F 7 FAIL : 55DU03~ l□nTn STREnM POWER ------------------ c-c- w 'z ~ TS ~ m ~ ~12A ~ =1 w =1 w = U)= CJ) N CLOSED I" 55DBV200C 8 TS C12J/ "'·1 a: MO 0 c- cii' z c-, D :,: a: 13 I 0.. JSL 039 " -·· .CLO • YA \ 079B ; ANN .,. '-.: I I _J m -t, <J: f'-LL 0 <J: LJ >-_J o_ PLC A , YS I----- •. 079B ~ <C tD :::: z LJ -(fl C ------< I W I I ,-----r---------~--------~--------~-----~ I I I I I I I /.L•, INT BYPASS .L .EXT BYPASS _.L_ ,TROUBLE • .L. LOW BATT 11 YS , YS , YS i ESL 050J)UPS \050K/ups \0606/ups • 0~0 UPS : JJUUPS~6~ 1 I UPS JI ·------------------------------------- .CLO / zsc ' 130 I I I / /TS C12F C12F • ZA '.062B ANN I " /TS' C12f z mo ~"I gj LJ a: i'3!2S I ZSC MCC ·A 129 _J__ • MCC ·B zsc 1~0 MCC ZSC DOOR ZSC DOOR ) 062 ELECT. ROOM • •• 062 A 1DRYWELL / _L -,DOOR • zsc ". 062B ' MCC C12F i-----------1 JSL\24VDC ----, 058 LCP I I I I 1LTNSTR.J~FNT PJWFR : -----------~ ' I C __ T,, •1• DOOR zsc " 062C I ,_T_, ' -·1• DOOR zsc ". 0620 PANELS J,AL0~8 [> JAL INST PWR FAIL. 068 ANN 55DPV200A B"·FM·STL ·550 -C..f-----'---t.:CU---------------------------------------------1550413000 55D-NP·140 55DCV205 DISCHARGE, FORCE MAIN NOTES, l:::5DPMP2001 ruMr 2 I" 55DCV200 l---!"..J----------------------------........;l:._"·..;.V....:·S:..:T.=.L ·....:5c::5=:.□ _________________________________ ---,550413001 550-NP-110 1. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX "550' STATION LOCATION. 2. TYPICAL CONTROLS SHOWN ADJUST P&ID TD FIT PUMP STATION. 3. PROVIDE INDIVISUAL AS·BUIL T P&ID DRAWINGS FOR EACH PUMP. 4. CUSTOM LOGIC BETWEEN TEMPLATES AND 'DO' NOT SHOWN. 5. POWER MONITOR SHALL MEASURE & REPORT THE FF. QUANTITIES AT A MINIMUM, VOLTAGE, CURRENT, WATTS, ACCUMULATED WATT-HR, VA-HR. !SEE SPECS FOR FEATURES OF 7500 IDNI RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE WEATHER STATION REMOVAL 03/07 08/05 0J/05 LOGIC BLOCK NOTES !THIS DWGI: A. SELECT VS DR CS OPERATION. CHANNEL VS SIGNAL TD VF□. SELECT CORRECT CS LEVEL ON-OFF BASED ON PUMP SEQUENCE FAIL-OVER FROM VS TD CS; SEND FAILED VS TD ENO OF SEQUENCE. B. PUMP FAILS IF VALVE OPEN TIMES OUT. C. INTERLOCK FOR INDICATION LIGHT CIRCUIT. E. INTERLOCK FOR INDICATION POWER MONITOR. F. INTERLOCK FOR VF□ CABINETISI OVERTEMPERATURE. LI 1:: I• .". I .LL ;, LL 1" 55DBV200E Lcc&l~O: Inc. ORANGE COUNTY SANITATION DISTRICT RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY ANO HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNERISI WILL NOT BE RESPONSIBLE FOR ANY ERRORISI OR OMISSIDNISI WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNERISI OF THE UTILITIES INVOLVED. REHABILITATION OF 14TH STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM WASTEWATER PUMP NO. 2 VENT, WETWELL 55DPSA 5 51 55O-NP-130 7 A B C D E F - T; = ' --:-:) (__;_'-.. ,_----::-;: """C ·----. LJ! •• LC; :..::_: - u:: A B C D E c-= F (2 ,_ <l u-: >. I '-=-· LC'.~ C: ' (~ - :-.:c: <f C:::.:.::: 1 2 15504120001 550-NP-120 ~--,-,-~ ,-,-, SEQUENCE I 550412011 I 550-NP-120 > CLEAN MODE: PMP3 OFF/NORM 15504110021 550-NP-110 >-----~ PLC PUMP 3 MAH 303 ::,: _J M :r:c -----------~ 15504110081 550-NP-110 ) PUMP 3 LOW LEVEL SHUT OFF I I I MTR WNDG TAH 303 ANN ' :,: _J <I CL ,_,_ L c- D 2S 3 'i' ~~ M" !l 3 ~ RESET "@ON/ HS ( SIC \300H M 300 / " ---,• HOR ST HS 300 300B 4 YA 300B ANN I I I I ::,: I ----_J <I' I ----w, QS 1 VS/CS HS \ ::::, I DI a: I c-I ON YL \300K J 300 ------· READY OFF . ---. ! YL \ YL '; 300[ ! 300A . -----· -, . • 5 A ON YL .- ; 300J ; OFF YL " 300K VS/CS _MOD ~ "READY / ·- ' YL \ 300L : _/" i - ---------------C □N\ 1 ~ci~ 1 Rs'1~~frnNl ___ --------_I_ ----Vr'IR 1 l~irl1%i::□ -____ [ ___________ ] ---co~~i~~rj~~EED J 550411013 550-NP-110 PUMP 3 IN, WETWELL 550413000 550-NP-130 PUMP 2 DISCHARGE 550412002 550-NP-120 PUMP 1 DISCHARGE MSH 304 55DFCP035 3/4' 55DBV300 55DPV300 PI 300 [ScQl 1" 55DBV300A MTR TEMP WIND TSH 303 ____ SEAL ME --------------------------------------------------------------------------------\ 304 8"-FM-STL -550 8"-FM-STL -550 RECORD DRAWING I s:J□:iMP3e0 I PUMP 3 I I I _i_LOS __ .JOG HS y HS I ,300 300A; l" 55DBV300D PI 300A_' 3/4" 55DBV300B 6 -----7 j l I ] I j 7 c-C-Z Z ~ TS·-. ~ u "•C12A/ u ~C -•-•--------~--.-=.J w U) <I :r: CL 8 9 10 GENERAL NOTES: I. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX "550" STATION LOCATION, 2, TYPICAL CONTROLS SHOWN ADJUST P&ID TO FIT PUMP STATION, 3. PROVIDE INDIVIDUAL AS-BUil T P&ID DRAWINGS FOR EACH PUMP. 4, CUSTOM LOGIC BETWEEN TEMPLATES AND '00' NOT SHOWN, LOGIC BLOCK NOTES !THIS DWGI: A. SELECT VS OR CS OPERATION. CHANNEL VS SIGNAL TO VF□, SELECT CORRECT CS LEVEL ON-OFF BASED ON PUMP SEQUENCE FAIL-OVER FROM VS TO CS; SEND FAILED VS TO END OF SEQUENCE. B. PUMP FAILS IF VALVE OPEN TIMES OUT. C. WHEN HAND SWITCH 560J IS SET IN START CLEAN CYCLE POSITION, THE VALVE CAN BE OPERATED FROM THE PLC PIO LOOP DR PLC MANUAL MODE WHICH WILL HAVE CONTROL OPTIONS FROM LCP A HAND SWITCHES. ------~------PAH 070 LCP A WILL HAVE OPEN/CLOSE HANDSWITCHES CONVERTED TO A 4-20mA VALVE POSITION OUTPUT AND GENERATED FROM THE 4-20mA VALVE POSITION INDICATOR. w a: ::::, U) U) w a: CL PIT 070 fvvj HI ALM ... - PAHH . ~NN D, WHEN FLOWMETER FIT075 INDICATES A FLOWRATE GREATER THAN THE CAPACITY OF A SINGLE PUMP OR PUMP 1 IS DISABLED, THE CLEANING CYCLE IS DISABLED, P,AHH070t> HI HI ALM ' 070 • ANN .. -. _ YL , <YL5~0P . 550P I CLEANING CYCLE DISABLED LCP D /Ts·· ... c12v /-is ClZF • FI FI075 :i:::I _0_7_5_ LCP-..-.•--T~ I ~i : FI I ◄ FJ075A 1 El "j: \0l5A;LCP A 3":-~: □_J, 0-1 I >-I FE /~~T !(Ys\ j 075/ I 075/~-- -~ 55DPV076A 55DBV070 55DPV076 _CLO ~ ~l ~i o' WI u, ' o, _j I ~__L- zsc 1 078C STL DI r--C(X}-----1550414000 550-NP-110 55DPV078E 55DPV078F FORCEMAIN 1 DRAIN .----'--.--------n:x1---------1 M 1--n::i::1--.--.------------, STL DI STL DI MOD BUS+,~ '-------«XJ-------,---[:sX)-------,550414002 55DPV0780 55DPV078G 55DPV078H ~--~----~ FORCEMAIN 2 LD D lS> w M u, U D u, _j N U > _J > " :r: u zsc 305 55DCV305 ov w' u, I DI d:cHK VLV CLOSED • ZLC 305) LCP l" 55DBV300C 55DPV300A D LD LD ' _J C-U) ' I LL ' ~ 55DPV078 10"-FM-STL -550 1" 55DBV078 55DPV078A 55DPV078B L....-{(Xl-----1550414003 550-NP-110 FORCEMAIN 2 DRAIN STL DI '-----------·D'.>:: 1----1 I BYPASS FI ', FI555 j 555 -◄-'-FLOW---~ ___ /LCP -§1 FI _ +J555_A_° 555A FLOW 3 LCP A '3 LL FE . 555 55DPV555 " < 550-NP-110 I 550411012 I LEVEL CONTROL LOS -LR -OPEN/-STOP/-CLOSE HS 556 ,-- ' I ZIT 556 1 HS 1 556A HS • ! HS \ . HS \ I I I I \5~8/ \556C_ 1 5~□) I I REMOTE t> H?556~ I C9/ /AM C15A l C HS -CLOSE \!i 55~/LCP A / HS .□PEN HS~ fr1PEN -' I 556G 1LCP A < 550-NP-120 15504120091 CONTROL VAL VE z ."'I~ LD - : _ _P_D_5lTIQ~ ._l!T55f~ i POSITION ◄ ~V55q I TROUBLE t> YS~56B I /1'1Av'J ~ : HI TOROUE~H556 ___ _ " • , i TS , ry' TIS • • ~ Cl2F/ •--------•-• r7 ""J,8 NTCL I I , _,_ __ _ ZI M FV , 556 4'-FM-STL-550 -._ 556 LCP A 550PV556 Xl-----1550414004 550-NP-110 RECYCLE,WETWELL THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK □NL Y AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS, THE ENGINEER/ARCHITECT AND OWNERISI WILL NOT BE RESPONSIBLE FOR ANY ERRDRISI DR OMISSIDNISI WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE 1" 55DCV300 l----f'--,.J-------------------------------------------------------------'-1"---'V_-S:...T..::L--'-5:..:5.::.D _____ --1550414005 550-NP-110 RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE Ol/07 08/05 OF THE DISTRICT OR THE OW NERI SI OF THE UTILITIES IN VOL VE□. LI 1:: I.. "I .LL ;, LL 1" 55DBV300E Lcc&l~O: lnco ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM WASTEWATER PUMP NO, 3 VENT, WETWELL 55DPSA 5 51 55O--NP-140 7 A B C D E F , T; = -_:) (__;_'- ' ,_----::-;: 1 <: ,_ """C ,----, LJ! •• LC; :..::_: - u:: A B C D E c-= F (2 ,_ <l '.j C ' -,:=: •• u-: >. I '-=-· LC'.~ (~ - :-.:c: <f C:::.:.::: 1 2 55041200 4,--____ 1_/_2 '_-I_W_-G..:.S_P-..:.5.;;..;50;........, "'----~--_L_----="---- WATER SUPPLY, TOILET 55041200 5f-__ 3,::l_c4_'-c::1Wcc-G::.::S::_P_,-5'-"5"-0-, I--"-..:_-'--1 .::_ll__:::2_'-:.::IWcc-G::.::S::..P_,-5'-"5"---.D "'----~--_L_--~ WATER SUPPLY, RESTROOM 11/2'X3/4' D LD LD ' o__ (f) L:) ' 2S ' "'-"-M 55DGLV003A 1 l/2'X3/ 4' D LO LO ' o__ (f) L:) ' 2S ' 1 l/2'-IW-GSP-550 55DGLV003 2'Xl 1/2' ,---------------- L_ __ _J__ ___ _Jll►-----=-6'_'-D:;_-.;..PV;..;Cc..-5:.:5;.:;;D _____ I STORMWATER COLLECTION 550-NP-110 5504150021------~ TO WETWELL P-TRAP 55DBV002 55DBV002A 1 55JFCP002 I -RAP PRIMER L_ ___________ _ D LO LO ' :::i LJ ' 2S ' N ::, 1 I I _ _j 3 "'-------__t_:c55=--=0---"41c:'._5:'.-'00:_'.__7,----1_1/_4_'-_IW_-_cu_-_55_□ _________________ ..i:._ ___ _j TO IRRIGATION ONSITE (PI\ \E_~ 55DRPD003 DRYWELL RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE Ol/07 08/05 I• u1:: :, ":I1u-::,.,1 .s.I .LL ;LL I :F N:T = ·• LE ~::□RJl~GLY• PI 003 4 5 6 7 8 9 10 GENERAi NOTES, 1. UNLESS OTHERWISE NOTED ALL TAGGED ITEMS SHALL HAVE PREFIX '550' STATION LOCATION. 2. CUSTOM LOGIC BETWEEN TEMPLATES AND 'DO' NOT SHOWN. CITY VALVE FI l----{)@:J------------------cc.2'.::_'-I:!W.::;-Gc::S::_P-:.:;5:;;;50;;__ ______________________________________________________ -t4 003 I "'-------_L_ __ _ TAP TO CITY WATER CITY METER 1 LAH LAH 024 ANN 029 ' , / , __ / > T I I :e::, :,:: I _JI <I: I _JI <I: I I~ I~ ~r CJ". ~I :r:, S[ <I: _J C12f [12f - SC I a-I ~I ~! ~I ~4 I I -, :r: I -, :r: I I I ~ LSH 024 029 ES . ,ANN .ON YS 025A '"s _ TR);UBLE YA028B --[>-@ -¥--__c__c-TR0°UBLi ALM ---~ 0288 "ANN I I I I I I I I zl ZI I □I DI wl .-----<I NI ,;;:!I I I =:) I o_l o_l DI (f)I UJI o::I L I ~I -----------------------------~-----------------L ____ l @HOA B @SP1-ALT-SP2 J '°'@/ON YL 020 / " " ,.,; ~ WINDING 2 / " " / ,, RESET ~ MOISTURE HS 1 \ 023H • 55DFCP023 / " SJMP PJMP C □N-ROL PNL SP! @ HOA B '°'@/ON YL 025 / " " / @ WINDING 7 / " " /. ~ MOISTURE 6 / " {is~ ~2v ~ ~ H >------~ H >------ \_IJ~U I I ~-------------------------7 I I ~----------------- I 1------- 1 I I I I I I I I I I I ~ - - - - - - - ---,--- - - - - - - - - - - - - - -a - - - --,--- - - - - - - - - --,-- -r---- - - - - -I I I I I I I I I I z ~ NIN I I I I I ~I~ I I I I I o::: _J I I I I I (LSMB'\ (Cs1 ~ : ~-~I i (ME\ =::J (f) a: ~ ~ ~ @JOG (Hs\JOG (~LOS ~ ~y 55DCV020 55DBV020 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNERISI WILL NOT BE RESPONSIBLE FOR ANY ERRORISI DR OMISSIDNISI WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY JS REQUIRED. THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNERISI OF THE UTILITIES INVOLVED. 55DBV019 ~ ~ : -~--021 022 : ji2es) ~------~ //J MEc M~c I , , 'i 2'-FM-SST-550 ' ; / ~----;----;-----------~-----f "---.J------j)~--------.---------1::eJ----'' / A 550415000 55D-NP-110 LT 1-------j - -/ SUMP PUMP DISCHARGE A ~9 2'-FM-SST-55D 55DCV025 55DBV025 DRYWELL SUMP Lcc&l~O,° lnco I 35JPMP02□1 SJMP PJ'v!P 1 l55DPMP025I SJMP PJMP 2 ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM DRYWELL SUMP AND SUPPLY WATER 55DPSA 5 51 55O-NP-150 7 A B C D E F 0 ""O ., .0 0 .. .. 0 +' u ., .c ci: w VJ => A B C D 1 2 3 4 5 6 7 8 9 10 -------------------------,-------------------------------------------------------------,71::----,--------------------------~--->-----to---"3~0~A ..... __________________ .Tl,-----------------------_r;, 30A 92 480V/30 >-------o'7"'o-, --"3~0A~-----irt---------------1iMI +!----------------------- 94 >-------oA 30A I i ""-30A ' ' ""-30A I ' i --:-~, =-='----,-----illrt-------------1, INTERNAL I lit---t---------------------H>---r---7 6 PMPxxx 96 98 100 106 108 ., 0 0.9A L1 108A ~----1 Xli-----------.., 1.6A - 108A 0.9A L2 150VA 480V -120V 106N YLxxxM £ w I 1138 I 140 l---'..:=:::;::.:::;_ _____ PROTECT ON I £ 2.5A -6 LOS ~ ------,-1~ 0 7 X2 PROTECT ON I ;st: 1 t::,. E1B--=--------------~--DI Ln_j A LOS ~ 1 44 1 Ar--<>-+-- 112 116 MSHyyy ~ 1-1 -liij;J TSHzzz 6 .._*-'1 B - - -~ - - - N.C. 6 A 1---~11=2---1 ~ ,-~10=6~N-• HIGH MOISllJRE 116 1---'1=06=N-e 144.200 I 118 116 CR116-3 1-----1 HSxxxH 118. 144.2QQ.t,.. I LD,,, I I I 120 I I I 122 C 1 5 I ~SHzzz L_ DI I I I ~~ ------o • 0 120 ~ ~ L_ _________ -----', RUNG 155 : ~ ~ 122 I I 108A 1 124 A RUNG 152 RUNG 152 &-- - - I CR122-2 CR122-3 CR122-4 I HI WIND TMP I VS RESET I I I L_t! --~ --~ -----------+lJE5~~~ NOTES: A. ALL TAG NUMBERS SHALL HAVE "_• PREFIX. B. CONTRACTOR SHALL LABEL ALL TERMINAL BLOCKS AND WIRES. FOREIGN VOLTAGE PLACARD IS REQUIRED. C. CONTRACTOR SHALL DEVELOP OTHER PROTECTIVE CIRCUITS AS NEEDED FOR ACTUAL EQUIPMENT INSTALLED. D. ALL CONTROL RELAYS SHALL HAVE A MINIMUM OF TWO SPDT, SIGNAL-LEVEL CONTACTS RATED MINIMUM TWO AMPS RESISTIVE AT 120 VAC. E. ALL ALARMS ARE ON THE ANNUNCIATOR; ALL STATUS INDICATOR LIGHTS ARE ON THE EQUIPMENT AS SHOWN. 0 COMMON TROUBLE CIRCUIT FROM DRIVE. @ LIFE SAFETY PERMISIIVE (FAILSAFE). @ EQUIPMENT PROTECTION. © SIGNAL LEVEL CONTACT. @ TERMINALS & LSL035 CONTACT FROM THE LCP. © SPRING RETURN TO OFF POSITION. DEVICES ARE LOCATED WITHIN INDICATED ENCLOSURE EXCEPT; .c:,. AT PUMP & MOTOR AT LCP PUMP CONTROL PANEL EQUIPMENT WINDING TEMP. MOISTURE BACKUP LEVEL NO. DESCRIPTION XXX ELEMENT ELEMENT CONTROL SHUTOFF zzz yyy p V PUMP 1 VERTICAL CENTRIFUGAL PUMP 100 103 104 1 4 145 146 148 150 152 154 155 156 158 160 162 164 166 168 170 172 174 176 178 180 182 184 L 138 1.5A 1.5A ~ 30A OL '-,------------------1-----0' ' 'If-I --~,..c-~~ L1 ~ ""-11---JY 250 VA ----------------~---<> I ~-~ __,rvvv-,___ 480V-120V "' 11-----'Jv---- Xl X2 138N cs ' 30A ' I 30A I I ~-'-'14cs,0Ac,__ ___________________ ---( G 1--Y_Lx_xx_C __ VS LOCAL READY VS READY ,--------------------------------~-7 ®1£ CR112-1 HSxxxK HSxxxB I Rv-1 VS CS H R TD145-1 CS-1 I D 3 144D 144E VS>---.. 164,184,200 1 B 1 C 7 J ''\ 1 XO XOO 0.25 sec ---" 144B 144C CR116-1 1 144D l--,--~--'-'13,e8,,_N~'l'---------1-----e 144 13' 1 0-1 sec \::!../JOG6 HSxxxA 2 7 VS 'SJLCS <.-----1--✓.'---0-'I 1 E I 1 '-<>--< TD ,........,-l__ .__....,.GXD_,_,..6.,__--!-__ x_60 __ 1~4~4A-'-;I__ ~ _ ~ - -_J T~E DELA/ ON '-vs RUN l ~ ~ 0.1-10 SEC X2 1 PMPxxx SET @ 0.5 SEC / I • ~--!.ii--< DI)---[~ ( VS SELECTED1 ~ L_j_ _______ ~x:K--+----------+----+-- ....L ~ -i.----.,. )--{.. _A I I RUNGi124 A,'r-------,,o ~----z.!;ti,RUNG 124 : REMOTE I 1 ', RUNG 162 ....L~ ---t..t---< )--{,.i I 1 R i--<:,.....-+--• -------- 0.9A 0.9A ----7 I I I I J _________ ll : 6G -___ DI HS,::NG 1211-i ---------h "'"' ! ::: ~ 0--1-----1---1 R-1 I I ! 194 t ~~~r::--VFD JOG 156B1 7G 1 ~ : I 1196 L3~0;o 1 8 0 R-1 J L1 ,) I . •) ~ 150 V A 480V-120V X2 I I L ___________________ 7 196N 144 144 I REMOTE II % SPD II a I 156D [Gl1-----: I 198 1 SA n L'._5~1---------t---+-------+----+--gi ·--+--- 160 I RUNG ! ------+-2::~A ~OOA1B I ________ I -- ~R112-2_ _ __ L_--i__ TD1 ... "' SICxxx 161 MANUAL I 198 ~ LOS SPEED r;\ HS CONTROL ~ VS RESET xxx 162 164A RUN COMMAND X 1 o-+-.~=--o 201 HSxxxH © I--- RESET CR122-1 202 TD-1 '---0-...__ 0-----~ I r ~ ~ 204 I ~ I 4-20mA L _____ £-~ OUT 24VDC ( +) ~ ~ SPEED ~ L.::.J I CONTROL 24VDC (-) ~---~ 4-20mA IN TROUBLEG) VS-2 184 ON MODBUS PLUS I 178 ol gl a a 206 210 YSxxxB ~--• VS TROUBLE 212 ~ YSxxx I __ J VS ON 214 YLxxx 138N 216 R MODBUS 218 a a a a a a a a PLUS TO PLC 220 G YLxxxA 138N VS OFF g "' VS-3 I OX I TD201-1 H.oiiHF-,_... _cj~o-y0c.......i_JJ,---+-_g2Q!001i;;E-.--o--o... o--0---1---tll--< 2000 I XOO 0.25 sec I CR116-2 I g,i I~ @ I I I JOG 0-1 sec I I ~H~xA L-----------------1----0 ooxo----~MPxxx~--I 200B I I _1ox : o---@--- - -~---11---t.illlt--_J Rp-1 £ OL 196N YLxxxL .__2,.,o""o,,__c ______________ ----1 G l------e CS-2 200 212 YLxxxK 196N ._---,---"'""---------------------n-----~-----1 G l----'-'""'---e L ____________________ OL ------~-,~ __________________ IS_H_xx_x~~---~--~ CS-3 I I ~-~2~0,,__o ______________ YS_x_xx7J ---~--J ~-~2=2~0----;~---1 R YLxxxJ 196N RECORD DRAWING 144 212,218 200 CS JOG CS RUN BACKUP RUN CONTACTS FROM MILTRONICS CS LOCAL READY CS OFF CS READY CS OVERLOAD CS ON CS ON PUMP 2 VERTICAL CENTRIFUGAL PUMP 200 203 204 2 PUMP 3 VERTICAL CENTRIFUGAL PUMP 300 303 304 3 5 6 VFDxxx L ______________________________________________________________ _ TUBxxx THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY I AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND , FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE __j -RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(SJWHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. NOTE: FILED WIRE LABELS INDICATE TO/FROM INTERCONNECTIONS FOR TROUBLE SHOOTING PURPOSES. 5-51 DRAWING NO. NC110 82 OF 98 0 ""O ., J5 0 .. .. 0 .... 0 ., .c A B C D MARK 1 2 MCC-A MCC-B ~ ®A+----,,------+--=-~-=,---7 ">-::c __, B 0. 0. ~o.®-;--+--,...-----,------t--, >~ o C ~ @.1..-+--+-----,,-----'----t-+-, PLUG IN CONNECTOR:-----...._ PUMP 1 PUMP 2 DUPLEX SUMP PUMPS CONTROL DIAGRAM SEE PUMP ADAPTER TABLE (TYPICAL) SUMP PUMP 1 ADAPTER TABLE EQUIPT. DESCRIPTION SUMP PUMP 55DPMP020 SUMP PUMP 1 SUMP A PUMP 1 55DPMP025 SUMP PUMP 2 SUMP A PUMP 2 TERMINATION LOCATION LEGEND SYMBOL TERMINATION LOCATION xx LOCAL CONTROL PANEL ® TERMINAL NUMBERS ASSIGNED BY EQUIPMENT VENDOR. •x MCC RELAY/REMOTE PLC 1/0 PANEL □ DEVICE LOCATION LEGEND SYMBOL DEVICE LOCATION & LOCAL (@ MTR, EQUIPMENT. ETC) ■ MCC RELAY/REMOTE PLC 1/0 PANEL J 3 I -- A HS019 L LOS X1A I 4 .._ 10A FROM PP1 PANEL CIRCUIT 28 X1 X2 HS019J SP1 SP2 5 SUMP PUMP CONTROL PANEL FCP023 HS020A ...L. JOG .\!!-----..-+-LT - +700 HS020B 0 H A 6 N *N I +c~--- @L-+,-0 ___ 0-f-@N ,-+-------,-0-x o_t-+-+ I~~~ --7 I ON I PUMP 1 STARTER xx LSMA019 I oox ,fcxoo J_ I L.... '-=---'"'!: _ _J ALTERNATOR HS025B 0 H A OXO ...L. HS025A 1 OL I M ■ I I ~O~ _ ~ *N YL025 ON L--0 PUMP 2 STARTER ~----------+---------+---o JOG ■ 5A @ PUMP 1 ,--xx 6CR 2CR I I I I L __ ~ MSH TSH 6CR 3CR 021 022 I I L __ _J @ PUMP 2 --f7 ,--~ xx 6CR 4CR I I I I L __ ~ MSH TSH 6CR 5CR 026 027 I I 5CR L _ _J 4CR ~ INTRINSICALLY SAFE RELAYS FOR 3CR PUMP MOISTURE PROBE AND TEMPERATURE SWITCH (TWO SUPPLIED, ONE FOR EACH DEVICE) 2CR (TYP) HS023H 1TR RESET L __ _ THERMOSTAT NOTE 2 TAH022 L--o MAH021 L--o TAH027 L--o MAH026 L--o ~ S028B i -- PUMP 1 0/T HIGH TEMPERATURE PUMP 1 LEAK HIGH MOISTURE PUMP 2 0/T HIGH TEMPERATURE PUMP 2 LEAK HIGH MOISTURE -W•N I TROUBLE RESET I ON DELAY 3 TO 30 S I SET AT 5 S NS::~-~ SUMP PUMPS CONTROL WIRING DIAGRAM SCALE: NT S DESCRIPTION DA TE APPR. (IF NOT 2"-SCALE ACCORDINGLY) 7 8 9 ,---7 ,---7 I MCC I I FCP I I I I I A & B 023 I I I I L _J L __ _J P15 C83 SP1 SP2 SUMP PUMP PLUG IN CONNECTOR DETAIL A SCALE: NT S GENERAL NOTES : 1. PANEL ENCLOSURE AND FACE DEVICES SHALL BE RATED NEMA 12. 2. PROVIDE SPACE HEATER AND THERMOSTAT FOR CONDENSATION PROTECTION. THERMOSTAT TO BE SET FOR DEW POINT RANGE. NOTES : 0 3-POLE CROUSE-HINDS SRD3424D PLUG & RECEPTACLE @ 4-POLE RUSSELLSTOLL RS520R9W PLUG & RECEPTACLE NOTE: FIELD WIRE LABELS INDICATE TO/FROM INTERCONNECTIONS FOR TROUBLE SHOOTING PURPOSES. RECORD DRAWING 10 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 83 OF 98 0 -0 ., .0 0 '- '-0 .... u ., .c 8:i en ::::, A B C D ~ E -0 d t') u z I '° I ~ .... en C: / ., .... "iii 0 a.c,: Eo 0 ID u1 /~ .... I{) =1 iil I{) I •• F en en < u... /w .... c:: a, X ., '-.... en .c ..., E ~o ..-i 1-.t- 1 2 ALL DEVICES ARE LOCATED IN MCC EXCEPT AS INDICATED BY THE FOLLOWING SYMBOLOGY: L:,. AT EQUIPMENT LOCATION ◊ AT REMOTE 1/0 CABINET LOCATION .A. IN FIELD LOCATION 120V FROM UPS CIRCUIT 3 HS059A I o--------HS059 r--------<. DI ~---_______, X2 PAUSE FANS N :r: 0 co I -s. r<) I > (X) 0 N I I HS059 I 0---------_J EXHAUST AND SUPPLY FANS IN PLC PANEL CONTROL ELEMENTARY DIAGRAM L1 L2 L3 N 20A -20A -20A - 2 AMP LOS L:,. HS051 M1 OL1 T1 M1 OL 1 T2 M1 OL 1 T3 HS051BOiF .A. HAND I REMOTE "' y "'---------------r I XOO I I I I I I I I I l ____ -o~-~~AN051~ oox 9 I I I I I I I I I I I I I I HS051 A_f---JOG I L ___ l------,----~ o------~ ___ J _____ --o I ~ox l4B~-__ -~so51B 7 L________________ DI YS051Aj YL051 M1 r-----"'f---:-::=-=-:--H R f------------, f------, 5B __ 4--YS051_ _J OL1 ~ I >------------< ~ __ ~SH05_1_-t ~o---0-__ ~ AL052-+ I I -------------1 L__ READY RUN JOG REMOTE READY ON ON OL TRIP FLOW SWITCH EXHAUST FAN 55DFAN051 CONTROL ELEMENTARY DIAGRAM 4 5 6 UPS INPUT PLUG I I I I 7 8 9 10 BYPASS SWITCH INCOMING POWER: 120 VOL TS AC, 1 PHASE, 3 WIRE, 60Hz INTERNAL CABLE: #14 AWG (2 I I I I I I I I I I I I u p TEST B y TO DISTRIBUTION OR COMPUTER LOAD N :r: 0 co I -s. r<) I > (X) 0 N TB1: UTILITY INPUT RECEPTACLE: UPS UNIT PLUG: UPS OUTPUT s ~i TB4:I CRITICAL LOAD L1 L NEUTRAL N G UPS UPS L1 L1 N NEUTRAL ,---_JI ,---_J : I I TOSHIBA 1400 XL+--,,,---~ 7 I I UNINTERRUPTIBLE Q @Lt[) L1 rg\ I LI--O POWER SUPPLY L1 I = N ~ I L1 OR EQUAL = L -1--o 120 voLT No I = G ~ N 3KVA ~~ I 1 PHASE UPS OUTPUT I RECEPTACLE G __ GROUND_-~ I I L ______ _J ~ROUND __ GROUND L1 L2 A A 20A L1 (BK) M2 OL2 T1 -20A L2 (BK) -M2 OL2 T2 M 20A L3 (BK) M2 OL2 T3 - N (WT) ~-----rr--r1------____jx1 t----------' 2 AMP LOS L:,. --., , I ... '- HS053 HS053B OFF ..._ HAND tREMOTE 1D "' "--------------1 I XOO I I I I I I L ____ --ot-~-~-. -1E I I FAN05~ I I I ~ ~ I I I HS053A I JOG I L---~------t----~ o-----~ 1B ---f------0 oox I 4B~----~S053Bl L________________ DI YS053A-+ YL051 M2 I R e---------, e---_____, 5B _ ---<§>-YS053 ---, OL2 ~ I e---------, ~ _ DI ISH053 ~ ~--I ~ ---@--~ AL054 _.. I I ___________ _. L_ READY RUN JOG REMOTE READY ON ON OL TRIP FLOW SWITCH SUPPLY FAN 55DFAN053 CONTROL ELEMENTARY DIAGRAM YS060~ps 4usLE N L L L BYP TEST BYP TEST AUXILIARY SWITCH CONTACTS BYP 2 TEST BYP 3 TEST UPS BYPASS CONTACT 3 YS060~ INT Y5060KI UPSIE~TERNAL ~SSON ~SSON UPS BYPASS SWITCH N UPS IN NORMAL N UPS IN BYPASS f----e N ESL06~A TTERY wow CONTROL ELEMENTARY DIAGRAM NOTE: FIELD WIRE LABELS INDICATE TO/FROM INTERCONNECTIONS FOR TROUBLE SHOOTING PURPOSES RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED . ..-i ii:i o---1~--------------------------------------------------------------------------------------------------------------+--/r---t') 0 v 0 ,.N ..., - 0 00 c:: ~ a. a. /., A 2 en ........,~,..__,_R_E_C_OR_D_DR_A_W_IN_G ___________ ~0_3~+--1 SINGLE LINE AND CONTROL DIAGRAM UPDATE 08 c:;8 ~ < MARK DESCRIPTION DATE APPR. c,c:, DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§lf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION EXHAUST FAN, SUPPLY FAN, AND UPS BYPASS SWITCH ELEMENTARY DIAGRAMS PROJECT NO. 5-51 DRAWING NO. NC130 84 OF 98 A - B - C - D 0 "tl " _o 0 .. .. -0 ... u " ,C a: w VJ ::::, ~ E "tl ~ [i z I '° I ~ ... en C: -? " ... ·.; 0 C.o::: Eo O(I) ;;?, .!. ... I() =1 1B I() I .. F en VJ <( "-/w ... 0::: a, X " .. ... VJ ,C ~E ~,g 1 I 2 I 120VAC L FROM FCP134, CKT #34 N G '7 ______________ .,~r ~r '!, 20A( 15A ------------. :,,---,;FAN 1 o----on--v--------J M 1--------------6 :,,---,; FAN ~----< M ,__ ____ _____ DOOR 15A SWITCH ------------. / 15W 2 ' --------0 D----<f 15A 15W i---J 3 ,t------0 ~0-----------------, © @---s DOOR 15A SWITCH 4 •--------o -~ 15A ,r 'f 20A ( ,, -1 ' --------0 r - 2A -2, t------0 r - 2A -3, --------0 2A -4, t------0 r - 2A -5, --------0 -----2A - 15W 15W 120VAC FROM UPS I I IHINIGI PRIMARY PLC I I IHINIGI HOT STANDBY PLC I I IHINIGI MODEM I I IHINIGI 1/0 RACK-1 RACK PWR SUPPLY I I IHINIGI l{O RACK-2 RAC PWR SUPPLY 6 o-----ou--~---~ 2A I I IHINIGI 1/0 RACK-3 RACK PWR SUPPLY _, ,r -~ ,r B C 3 I 4 I 5 -~ TERMINAL BLOCK N0.1 ( 8 ~ SEE DWG NC-210 '<-) __ _., AND NC-220 g ~ -n ( TERMINAL BLOCK No.2C's---------- 10A ~SEE DWG NC-230 ) -10~ 0 SPARE • 10A -11 ~ 0 SPARE • 10A 12 ~------------. ~ TERMINAL BLOCK No.sC's---------- 10A ~SEE DWG NC-240 ) 13 ~------------. ~ TERMINAL BLOCK N0.6('.---------- 10A v )SEE DWG NC-240 ) 14 ~ ------------.n ( TERMINAL BLOCK N0.8(~---------- 10A ~SEE DWG NC-240 ) -15~ 0 SPARE 10A -1 6 ~ :;,}-----~ 2A I I 1----------+----- I HIN I G 24 VDC POWER SUPPLY r+7 R 1 OA -u____j) I \-----_.__(TERMINAL BLOCK No.1 oC's-------i )SEE DWG NC-260 ) 1 OA I l±J l=J 24 VDC POWER SUPPLY IHINIG -I I I~--~ 17 ~ 0---------i 2A LCP ELECTRICAL POWER PANEL WIRING DIAGRAM SCALE: N T S I 6 I 7 I A -1 s ~n--v---~I I 5A l~---+------ - IHINIGI PELCO 24VDC PWR SUPPLY 19 ~u---::---~ SA I I 1---~ IHINIGI PELCO 24 voe PWR SUPPLY 8 I 9 NOTE: 1. PROVIDE SPACE HEATER AND THERMOSTAT FOR CONDENSATION PROTECTION TO BE SET FOR DEW POINT RANGE. I 10 NOTE: FIELD WIRE LABELS INDICATE TO/FROM INTERCONNECTIONS FOR TROUBLE SHOOTING PURPOSES RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - - - - I v ,.., 00 o--li--------------------------------------------------------------------------------------------------------------------..... -/r-- 1'1 o va ,.<'I -, -Q<Xl 0::: ~ 0.. C. /a, z VJ DESIGNED BY· Rosu, Cezar -04/28/04 ~ESS/~ DRAWN BY: Robledo, Hector -04/28/04 ~~1,t..ll Hoj; ~ 1-.::.C:.::HE;:::C::,::KE~D:...:::..BY:.:,;: =B=ro=w:::n':::E=r=ni=e =-=04::::/=28:::/=0=4=---W!/ VI_/ ~o.E145~ - ___ -----,,__-----------------+----+--------< I ,. LINE IS 2 INCHES • I ,.F-r,p.3 06~,M:'.::i/fK,::'.=:J: AT FULL SIZE ~Q•CTR\C~~ (IF NOT 2" -SCALE ACCORDINGLY) c.t CAl\\ RECORD DRAWING )3/0, MARK DESCRIPTION DATE APPR. I I L§llf LEE&RO. Inc. I I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 14TH STREET PUMP STATION LCP ELECTRICAL PANEL POWER ELEMENTARY DIAGRAM I I PROJECT NO. 5-51 DRAWING NO. NC140 85 OF 98 A - B - C - D 0 -0 " ..0 0 '- '--0 .... u " .c ii:: w VJ :::, ~ E ""CJ ci LO u z I '° I ~ .... en C: -;;;, " .... ·.; 0 a.a:: Ea 0 CD _s?.. .!-.... LO =1 lfi LO I •• F C/1 VJ < u... /w .... Cl'.: GJ X " '-.... VJ .c ~E ~ .g 1 I 2 I 3 I 4 I 5 I 6 I 7 SWITCH DISCONNECT POWER SUPPLY ,-----,,---------------------------------------------------7 r ~ ! ! ~f------<>----------- 1 I I g I 11 II Yii" f-----+------------< II : : cl ~ I • I @J y~ MTC I I C L-----~ ">---~ 11 REMOTE CONTROL { ---(t -7 --TT+J7 ANALOG INPUT FROM PLC, FV556 - ---13--7--([=}] I I I I POSITION { - --f+ ----,--TT+Jl PLC INPUT, ZIT556 ---t:+---l--[[=}J I ANALOG OUTPUT @ I I I REMOTE I~~ HS556B I >---------~ - - - - - - - -rf--_, I f---< --------+- PLC INPUT -< --------Lf---< TORQUE I f----, WSH 556 If---< TROUBLE (FAIL)~ YS556B I f---< '-- - - - - - ---(f----, 1~~ I I I L ___________________________ T-----------------------~ I HS556A HS556B I I I I I L R ~-I I ~ ;f"'1 ° 0 HS556C I I I ' / I OPEN I I f~I ala I I 1 1 , HS556D STOP I I I I I : I : I I I ! __ , ~-I I - -I O O I I CLOSE I L _______________________ J INTEGRAL PUSHBUTTON STATION TYPICAL MODULATING MOTOR OPERATED VALVE I 8 I 9 I 10 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - - - - 1st- ,., IX) o--1~--------------------------------------------------------------------------------------------------------------+--/r-- 1'") 0 st-0 ,.N ..., -0 IX) a::~ 0.. a. /., z VJ DESIGNED BY· Rosu, Cezar -04/28/04 ~ESS/~ DRAWN BY: Robledo, Hector -04/28/04 ~~1.t..R Ho}%~ 1-..:::CH..:.::E:::_CK:.:_::E:::_D....::B::...:.Y.:..:: =Br=ow=n:::, =Er=ni=e=-=0=4:::/2=8:::/0=4=--W!/ "!o/ ~o.E145~ -0-----+------------------+--+----1 I• LINE IS 2 INCHES • I .,F-"'P:=·06~/?JJ~/fKJ~J: AT FULL SIZE ~,i•CTR\I'..~~ (IF NOT 2" -SCALE ACCORDINGLY) or CA\.\\ RECORD DRAWING )3/0, MARK DESCRIPTION DATE APPR. I I L;Jf LEE&RO. Inc. I I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 14TH STREET PUMP STATION ELECTRICAL MODULATING VALVE CONTROL DIAGRAM I I PROJECT NO. 5-51 DRAWING NO. NC150 86 OF 98 A - B - C - D 0 "O " .0 0 ... ... 0 -.... u " .c ri:' w (/) ::, ~ E "O a 0 N u z I -Ill I ~ .... (/J C -;;;, " .... "iii 0 a.a:: Eo 0 ID ~.!-.... Ill =1 lfi Ill I •• F (/J (/) 5-l!:i .... a:: Gl X :!'! .... (/) .c ;E -" Ill IV 1 I 2 I 3 I 4 I 5 I 6 I 7 I ,-----------------------------------------------------------------------------------------7 I LCP PLC MODBUS +ADDRESS= 10/42 ITEM 16 ,----"'----, ,-------------DROP 1 ---7 ~o QUANTUM PLC PLC A 10/42 1 ~ :::, Q_ ~ u gl 0 - -0 I I v v -"' -Ill I I (/) ::, Q_ Q_ u u 0 0 v v -- ITEM 4 (TYP) -::,;; w ~ t::: 0 DC + ~ 0 CD 0 ::,;; I ~ 0 0 -"' I 0, -I ;::j Q_ I a:: ::,;; u 0 0 z v 0 -~~ -~ ITEM 3 I l::'., ~ >-ID 0 (/) z ~ I ~ Cl) ~ 0 Q_ 0 ~ 0 I 0 0 --I -I 0 I v ---N I'--I I'-I (/) w Cl) I 0 Q_ u z u 0 0 0 v v v " --L-------m-------J C:::..::1-----'-------MB+------~ ITEM 3 ITEM 3 :::,..- ITEM 8 & ITEM 15 ITEM 12 I ~o PLC B 10/42 I -l::'., ~ ~ ::, ::,;; >-Q_ w ID 0 u ~ t::: (/) z 0 ~ I ~ <( DC + ~ 0 v ~ 0 -0 CD 0 I 0 0 ::,;; 0 -I I 0 I -v 0 0 I -"' "' I --LC) Ol -N I'-I I -I I'-N :::, Q_ I (/) w Q_ a:: ::,;; I 0 u u 0 u z 0 0 z 0 0 v v 0 v v --.... " --I'-_, 'I.. -_ _J L MB+ -ITEM 3 8 ITEM 8 & ITEM 15 ~---RIO----, ~-RIO---'l'-------' ~ ~o o._- o._ I =>v (/)- a::- WV) :;::a_ OU ~ (/)-Q_ ITEM 6 DROP 2, RACK 1 QUANTUM REMOTE 1/0 ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 "' I I I I I I I 0, ~ 0 ~ 0 0 I DROP 3, RACK 1 QUANTUM REMOTE 1/0 ~ ~ ~ ~ ~ 0 0 0 0 0 ~ ~o 0 0 0 0 0 ~ ~ ~ ~ ~ o._-0 o._ I 0 0 0 0 0 0 -0 0 0 --=>v "' I I I I I (/)-0, ~ ~ ~ 0 0 0 ~ 0 0 0 ~o ~ ~ ~ o._-0 0 0 o._ I ---I I I =>v (/)- DROP 4, RACK 1 QUANTUM REMOTE 1/0 ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 < < < ~ <( ~ <( 0 ~ ~ ~ ~ ~ 0 -0 0 0 0 0 0 0 "' 0 0 0 0 0 0 0 0, I I I I I I I ~ 0 <( ~ 0 0 I 0 0 0 0 0 0 0 0 0 0 0 N N N N N Q<( a::-Q<( -Q<( 0 0 0 0 0 0 0 0 v v v v v v v v "' "' "' v v v v v a:: Ill LC) LC) LC) LC) LC) LC) LC) W(/) ll'.l ll'.l ll'.l ll'.l ll'.l ll'.l ll'.l ll'.l W(/) "' "' "' N N N N N O::a:: a:: a:: a:: a:: :;::a_ :;::a_ 0 0 0 0 0 0 0 0 u < < < <( < < < u u u u 0 0 0 0 0 u < OU OU 0 0 a:: a:: a:: <( <( <( <( <( 0 ~ ~ ~ 0 0 0 0 0 v 0 0 0 0 0 0 0 0 ~ v ~ v u u u u u 0 0 0 0 0 0 0 0 -(/)--(/)--<( <( <( <( <( 0 0 0 0 0 0 0 0 v v v v v v v v Q_ 0 0 0 0 0 0 0 0 Q_ 0 0 0 0 0 0 0 0 v v v v v v v v v v v --------v v v v v ) > ---------------- ------RIO ------RIO EOL ITEM 6 ITEM 6 ITEM 1 0 _j : - - ----- - - - - - -~ -==-===-= ==-= = =-= = =-===-= = =-===-= = =-= = 7 II I MCC MB+ MB+ MB+ MB+ I 1 ADDRESS= 33 ADDRESS= 34 ADDRESS= 35 ADDRESS -36 1 : I ~~~~~~~~I VFD 1 VFD 2 VFD 3 PM '--------'1"--~l'----------ITEM 7 ---1;---~ I I I MB+ ~------ITEM 5 ---1;--------'I----MB+ I I ITEM 3 -c::;-;:::1-----------e:;--;::;"1,-.J ITEM 3 CD--ITEM 4 CD--ITEM 4 - I ITEM 2 ~-~I----FO FIBER OPTIC CONVERTER ITEM 2 3 QTY 2 I I I I I I I I I I I I I I I I I I I ; I I ; ; ~ I I I L ____ J L ____ J L ____ J L ____ J 1 ITEM 3 ITEM 3 ITEM 3 ITEM 3 L _____________________________ _J DESCRIPTION MODICON -QUANTUM NETWORK OPTION MODULE MODICON -MODBUS PLUS BRIDGE/MUX MODICON -MB+ TAP 8 I 9 NOTES: 1. INSTALL ALL RIO CABLES IN ACCORDANCE WITH MODICON RIO CABLE INSTALLATION GUIDE. I 10 2. CONTRACTOR SHALL PROVIDE ALL COMPONENTS SHOWN. 3. INSTALL ALL MB+ CABLES IN ACCORDANCE WITH MODICON MB+ CABLE INSTALLATION PROCEDURE. 4. CRISP DROP. NUMBER IS 10. 5. CONTRACTOR TO SUPPLY 1" EMT. CONTRACTOR TO COORDINATE WITH PHONE COMPANY AND INSTALL PHONE LINE. LEGEND 0 MB+ CONNECTION PLC □ MB CONNECTION ◊ RIO CONNECTION t>. HOT STANDBY CONNECTION - - -FIBER OPTIC WIRE MB MB+ MMI NIC FO HSBY NOM RIO FT ws OPERATOR WORK STATION, MONITOR, AND KEYBOARD MODICON MB+ TAP MODICON RIO TAP, OR TRUNK SPLITTER UNCONNECTED WIRE CROSSING ~ TERMINATION BOX PART# PROGRAMMABLE LOGIC CONTROLLER MODBUS (CABLE) MODBUS PLUS (CABLE) MAN MACHINE INTERFACE NOT IN CONTACT FIBER OPTIC CABLE HOT STANDBY MODULE NETWORK OPTION MODULE REMOTE INPUT OUTPUT FEET ----------+----MB (NIC) -----------~ IMMl_l __ l ~--MB-----,□ ITEM 13 1,,t-,_-CATS ETHERNET (FUTURE) 1 10 10 1 3 1 40NOM211 00 NW-BMB5C002 990NAD23000 990NAD21110 490NM27103 MA-0185-100 97-5750-000 MA-0329-001 □ : CRISP : L w_o~KSTAT~O-N _J FUTURE CD--ITEM 1 4 I ITEM11looooo 1 L _____________________________________________ _J <D--NOTE 5 ~ ITEM 9 CIRCUIT ID: 2KADB200663 LEASE LINE /1 LcATS ETHERNET (FUTURE) ~ ITEM 17 ,---------------------------------------------7 I PLANT 1 CONTROL CENTER (NIC) CSU/DSU MODEM IO O O O 0 MB DEC SERVER 700 I 0 --1 ETHERNET □ I I I CRISP SERVERS : L __________________ p~~400/P~~4:__ ____________________ J 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 2 1 1 1 3 5 1 1 MODICON -MODBUS PLUS DROP CABLE MODICON -MODBUS PLUS CABLE TP-PVC JACKETED (1000 FT)* MODICON -RIO TAP MODI CON -REMOTE 1/0 CABLE QUAD RG-6 ( 1000 FT) MODICON -REMOTE 1/0 F CONNECTORS (10 PACK) PHONE COMPANY TERMINATION PANEL MODICON -RIO TRUNK TERMINATOR BLACK BOX -CSU/DSU MODEM MODICON -RIO TRUNK SPLITTER MODICON -MB+ PROGRAMMING CABLE (10 FT) MODICON -MB RS232 PROGRAMMING CABLE SELF TERMINATING ADAPTER N-TRON SWITCH CAMERA EQUIP, ETHERNET EQUIP PANEL * SURPLUS TO DISTRICT 52-0422-000 MT132A-R2 MA-0186-100 990-NM-263-20 9 PIN/ 25 PIN 52-0720-000 900 SERIES £ SEE SPECIFICATIONS RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. >-- >-- "' IX) o---11--.--------------------.--..... -----------------..... ------------------------------------------------------------------------------.-----------1--/ i---1') 0 va _?-N d ro a:: -~g- z (/) DESIGNED BY: Rosu, Cezar -104/28/04 ~ESS/~~ DRAWN BY: Robledo, Hector -04/28/04 ~~i-i,.R !ioJ: ~ (-..:C::_H:::E.:::CK~E:::D:....:::.BY.:.::.=B=r=o=wn::::::'=E=r=n i=e =-=0=4::::/2=8:::::/=0=4=~JJ/ !2/ !!_o,E14544 ---+--------------------+---+--~ ~ ~ I • LINE IS 2 INCHES • I « Exp. 06/YJ~/4_--J/ AT FULL SIZE ~jtcn1C~ (IF NOT 2" -SCALE ACCORDINGLY) OF CA\.\\ RECORD DRAWING )3/0~ MARK DESCRIPTION DATE APPR. I I I L§f LEE &RO. Inc. A""( .._A.NI 'A~ i.,,.,~ ~ fcWF ~ :--<c,__/ ,~ ~ 0 RANGE COUNTY ~~· SANITATION DISTRICT '<!Ml ' I I I REHABILITATION OF 14TH STREET PUMP STATION PLC & REMOTE 1/0 BLOCK DIAGRAM I I PROJECT NO. 5-51 DRAWING NO. NC200 87 OF 98 0 ""O " ..0 e ... 0 .... u " .c 85 (/1 ::::, A B C D ~ E ""O ci ~ N (.) z I iii I -'2-.... ., C: ;;;, " .... "iii 0 a.!k'. Eo oai ~.!. :!:'. I() ·3 I !DIO ~ <ii F .,.... ... ...,w " 1k'. a, X ... .... (/1 .c ~E ~c 0l 1~ 1 2 3 TERMINAL BLOCK NO. 1 L N 1-------SEE DWG NC140------_____;;.i CABLEFAST CABLEFAST TSH064 ~2=:i I 2/10/4 ~2=:i -----o--r-o--8 >-----I--C7D+----t{~o ~ I AC SYSTEM 14--....::.., I 'b' I 101 HI TEMP 0.1 Al I I R9-1 'rs 2-10 I 2/10/51 I TB 2-10 2 L.+---.:::.J - ---j f-- -1 2 >---fD11D-t----l@o=lJggl ~~ SYSTEM I I o.1AI HS030J I I 0.1AI 0.1 A I :::i --o o-- HS035J :::i --0 0--- HS034J --0 0--- 0.1 A I HS034K --0 0--- I TB 2-3 4 I I I 2/3/2 TB 2-3 I WW BUBBLER >-----I-C30--l--~o=l]gs SELECT I 2/3/3 I I TB 2-3 I I L....Q6:.......J-1 -<,.DI 5 I WW SONIC 971 SELECT TB 2-3 12 I 2/3/5 TB 2-3 DI 11 0 I WW LEVEL SETPT 96 UP I I I 2/3/6 TB 2-3 TB 2-3 I WW LEVEL SETPT Ll1 40---1---< DI 1 3 o g 5 DOWN I I ~I I 2/3/4 I I I YSOl-35_B_~T:::B}l2j-~3 +--< TB 2-3 I WW SONIC 7~~---j 8 01>-----I-C7D+----{~o =$94 FAIL 0.1 A I I I R3 I 2/9/1 TB 2-9 TB 2-9 I WW SONIC PMP 3 I s~B+---l l-----fi:::::Z2:::J-+--< >--+c:J1=:J-+--4£o393 START I I 0.1 A I I 2/7 /1 I 9 r:1---"~ R1 TB 2-7 2 TB 2-7 I WW SONIC PMP 1 >----+□1=:J-+--~0392 START I I lo I I 0.1A I I R2 I I I 2/8/1 I I I TB 2-8 TB 2-8 WW SONIC PMP 2 I l-----;-IC:::Z:2J--;-1---< 01>-----;{1 =r::1 J--;-l-➔0~911 START I I I I I I 0.1AI HS037J I I I 2/3/1 I I I TB 2-3 TB 2-3 LCP PANEL 114-....::.., --0 0---2 DI >--,-C:::10 1 ------{~o =::m9ol LAMP TEST I I R4 ITB 2-3 I 1 21318 ITB 2-3 I I ww LEVEL ] 20~~1-+------l ~-.....r1rns7-+----t >-----t[J:17L}-1 ------£~o =mag I LO I I I I I ~3~ I I Io I I I I I I I I I I I I I I I I _J L_J L_J L CONTINUED 881 SPARE I I I 4 5 6 L N >-------CONTINUATION------------+□2~5H--#oCi].s7 TROUBLE 1 I 0.1 Al 1 6.+--"'h I I I 0.1 Al ZSC062 I I I I I I I I I I 2/7 /2 TB 2-7 ITB 2-71 I I lo I I lo I I I I I 861 SPARE I I 851 SPARE I I I 17Lf--= ---o-=ro--~4:.......i-1 -<.. DI ;-1 L....,32.......J-1 -~~~· ELEC RM INTRU CLOSED £1 0.1 Al I I 2/8/2 ZSC062A TB 2-8 1 8 4--..::.., ---o--=-o--- 4 TB 2-8 I DRYWELL INTRU DI >-----+C3D+---4oci].s3 CLOSED 1£ 0.1 Al I 2/10/9 I I I JSL068 TB 2-10 1 9Lf---=-i - ---j f-- -C1:222~---< TB 2-10 I INST POWER LCP >----l.02I:1 ]-l---lJ:0Cfls2 ON I I I I I I HS100M I I 2/8/9 I TB 2-8 DI >--+rTB~2-i8+----#Ctl I PUMP 1 vs LCPA 20 --;P o---22 21 ° 81 SPD ON SETPT I I i I I I I I : HS1 OOL I I I 2/8/1 O I I I I I I L--0.,,.........--=-o-_ t.JB 2~-18 I <€)>----ll-cTB:i2ir:-}-l8+-I --+I _J I I 1£ I I I I I I I 0.1 Al I I I I I I PUMP 1 VS LCPA SPD UP SETPT 12, I I I I I Io sol SPARE I I I I I I I I I I o.1AI HS556E I I 1 2;8;11 I I I I TB 2-8 TB 2-8 I RECYC VLV LCPA 22 --;IJ 0---L...£!;261......J-t---<._ DI >-----+U25U-l---4CtJ19 CLOSE L ( I I I HS556G I I I TB 2-8 L...;,0 o--H 28 I ( I I I HS560K I I I TB 2-8 L...;,0 o--H 14 I ( I I I 2/8/12 ~ TB 2-8 ~>---HIC2;u7:::J-I +---+~ I 2/8/6 ~ TB 2-8 ~----H~13t:J-=-+--+~ I HS560L I 2/8/7 I ~-1TB 2-8 ~ TB 2-8 ~ ;,0 o--HL...!.l16Lrl .----~>---HICTI150-I +--+~ I I I HS560M I 2/8/8 I ~-1TB 2-8 ~ TB 2-8 L... --0 o--H[J]1 BD-I f----<~>---Hlw17'.:J--1 +--+_J J £ L_J L_J L CONTINUED ---------1 J RECYC VLV LCPA OPEN CLEANING LCPA PREPARE CLEANING LCPA START CLEANING LCPA END 7 8 9 10 NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 55D. 2. CONTRACTOR TO PROVIDE WIRE AND CABLE COLORS AND NUMBERS PER STANDARD DWG S-465. 3. "INSTRUMENT/ISOLATION GROUND." KEEP SEPARATE FROM "PANEL SAFETY GROUND" AT POINT OF GROUNDING. ALL SHIELDS MUST BE GROUNDED AT THE PANEL SIDE. 4. CONTRACTOR SHALL INSTALL A CONTINUOUS CABLE BETWEEN TERMINAL BLOCKS. NO SPLICING IS PERMITTED UNLESS INDICATED OTHERWISE. 5. TB-N (TERMINAL BLOCK, N= LCP TERMINAL BLOCK NO.) TB D-S (TERMINAL BLOCK, D=RIO DROP, S=SLOT) 6. ALL TERMINAL BLOCKS NOT LABELED ARE TO BE WIRED AND LABELED BY CONTRACTOR. SUBMIT COMPLETED LOOP DIAGRAMS TO THE DISTRICT. 7. I D/S/P (DIGITAL INPUT, D= RIO DROP, S= SLOT, P= POINT) L N -------CONTINUATION------- TB-1 1 0.1~ 123~~1 I I I 0.1 Al 12~~1 I I I 0.1 Al 12:-,t~I I I I r±--"'c, I L+---.:::.J I I o.1AI CABLEFAST HS560J CABLEFAST TB-1 i I I I I I I I I I lo 751 SPARE I I I TB 2-8 27r±-"lc-i --o o--12 I 2/8/5 >--+rTB'.It2-:i:8+---H:0Ci]14I CLEANING LCP 11 ACTIVE I I 0.1 Al 128~~1 I I I 0.1 Al I 29L+---.:::.J I L I I I I I I I L_J CONTINUED I I I I I I I L_J (SEE DWG. NO. 5-51-NC220) I I lo I I I I 731 SPARE I I lr=-0---±,72' SPARE L J RECORD DRAWING £ THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I'")<» a--1-----------------------------------------------------------------------------------------------------------...._ /r-- 1'") 0 -.ta ,.N ..., -a~ 1k'. N 0.. a. /a, z(/1 ,&. RECORD DRAWING SINGLE LINE AND CONTROL DIAGRAM UPDATE MARK DESCRIPTION 03 08 DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) L§l!f LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION LCP TERMINAL BLOCK TB-1 ELEMENTARY DIAGRAM - 1 PROJECT NO. 5-51 DRAWING NO. NC210 88 OF 98 0 ""CJ ., .0 0 ~ ~ 0 .... u ., ..c ci:: w (/) :::, A B C D 1 2 3 TERMINAL BLOCK NO. 1 L N (FROM DWG. NO. 5-51-NC-210) ,_ _______ CONTINUATIONI-------- TB-1 ~£ 11 YS555B I TB 2-71 - --j f-- -~14U--;----------02~2 h---< I I I II WSH 556 I I I TrBI:§:2:J--7+--< Lo---J r -o--L18 I 2/7 /9 ITB2-71 DI 21 I 2/7 /8 TB 2-7 17 I £ I 132 I I 0 I I I I 133 I 10 I HS049J I I I TrBt2t-H3I--< 34 --o o--L22 I 2/3/9 I TB 2-3 DI 21 0 I o.1J HS049M I I I I I I TB 2-31 135 I --0 0--1 24 I I I 2/3/10 I I lo TB 2-3 DI £ I 23 I I I 0.11 HS049N 1TB 2-31 I 2/3/11 1TB 2-31 I 136 --o o--L2£!;6i_____!-j1 ~ I £1 I YS060J TCB 1§2C::::-1H-----< 37 r-1 f--o--16 DI 25 0 I 2/10/7 TB 2-1 15 I : I I I I YS060K ITB 2-1~ I ~ f--o--14 I I I I I 2/10/6 ITB 2-1~ DI I 13 I I I : ESL060 1TB 2-1d I 2/10/8 1TB 2-1d I I Lo---J r -<>--1 8 DI 17 I I 2/7 /4 711 I I 701 I I I I I 691 I 681 I 671 I I 661 I 651 I 641 I I I I I I RECYC FLO XMTR TROUBLE RECYC VLV REMOTE RECYC VLV TROUBLE RECYC VLV HI TORQUE SPARE SPARE PUMP SEQ 1-2-3 SELECT PUMP SEQ 2-3-1 SELECT PUMP SEQ 3-1-2 SELECT UPS INT BYPASS ON UPS EXT BYPASS ON UPS BATTERY LOW b 8 r+--"'~I TB 2-7 8 TB 2-7 I >--t{=7□+--~I~0-=j]63 CKT BKR UTIL CLOSED I I 39 .+--"'~I I I 2/9/4 TB 2-9 8 DI I TB 2-9 I >---l.{'.:::7z::j:..J_ _ ____jl@0~j] 62 CKT BKR MCC A I CLOSED _J L_J L REFER TO LOOP 4 CONTINUED --------DWG. 55D-L -062 FOR NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 55D. 2. CONTRACTOR TO PROVIDE WIRE AND CABLE COLORS AND NUMBERS PER STANDARD DWG S-465. 3. "INSTRUMENT/ISOLATION GROUND." KEEP SEPARATE FROM "PANEL SAFETY GROUND" AT POINT OF GROUNDING. ALL SHIELDS MUST BE GROUNDED AT THE PANEL SIDE. 4. CONTRACTOR SHALL INSTALL A CONTINUOUS CABLE BETWEEN TERMINAL BLOCKS. NO SPLICING IS PERMITTED UNLESS INDICATED OTHERWISE. 5. TB-N (TERMINAL BLOCK, N; LCP TERMINAL BLOCK NO.) TB D-S (TERMINAL BLOCK, D;RIO DROP, S;SLOT) 6. ALL TERMINAL BLOCKS NOT LABELED ARE TO BE WIRED AND LABELED BY CONTRACTOR. SUBMIT COMPLETED LOOP DIAGRAMS TO THE DISTRICT. 7. I D/S/P (DIGITAL INPUT, D; RIO DROP, S; SLOT, P; POINT) ADDITIONAL CLARIFICATION ----.... ' 40 41 42 43 I I I I I L 5 6 CONTINUATION TB-1 TB-1 7 ,-7 ,-7 ' 7 0.1 A I ZSC130 ITB 2-10 I I 2/10/1 ITB 2-101 I CKT BKR MCC B 2 DI 1 0 61 CLOSED I I 0.1 A I £1 I I ZSC126A I TB 2-8 I I 2/8/4 I TB 2-8 I I o 8 7 I I I I I I -CD~-~~tJ 60 CKT BKR MAIN CLOSED I I I I I I 0.1 A I I I I I I '-"---......, 59 POWER MONITOR l-----~----~-@-t----~--1° 0.1 A I I I I I I I JSL039 I I I 2/10 /10 I I I I I 1 24 f-----0---23 0 ITB 2-10 I ITB 2-10 I I --~=tJ 58 PUMP SATION POWER FAIL I I I I I I I I I I I I 0.1 A I I I I I I I 2/7 /5 I YS075B I TB 2-71 I TB 2-71 I o ---l f---12 DI 11 I I I I I I ~--~J] DISCH FLO XMTR 57 TROUBLE 0.1 A I YS050 ---lf--- HS059A _J__ ,0 0--, I I I 2/9/12 TB 2-9 28 DI I HS059 I I I I 2/10/3 I I I TB 2-9 27 0 GAS MONITOR '-'---......, 56 TROUBLE ""--o+J 55 SPARE 0 0 54 SPARE 0 53 SPARE -L _ _j___ J_TB 26-10 TB 2-10 ::::o a::->-~b5b~----4~o =iJ 52 DRYWELL FANS I PAUSE I ZSC062B I TB 2-9 --o 0-, 4 I ,---_J 1: I I : I : I I I ZSC062C 11 I L -o>--=n"O--i I I ~---_J 1: I I 2/9/2 TB 2-9 EXT PNLS INTRU DI 3 0 51 I I CLOSED I I I I I I I I I I : ZSC062D I : I I I I I L-o 0--~ I I I I I _J L _ _J L _ _J L _J i-------SEE DWG NC140-------l 7 8 £ 9 10 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 89 OF 98 1 I 2 I 3 I A - B - C - D a ""Q Q) .Cl a ._ ._ a -+-' u Q) .c ci::: w (/) ::, "' E 3 ""Q c:i I') N (.) z I in I ,_ ._ +-' rn C -? Q) +-' "iii a a.a::: Eo Q(D ~.!-:!= I{) ·-I ~I{) I .. F rn (I) <( I,_ /W +-' 0::: ~x ._ +-' (/) .c ::i'. E ~a «:) I st 4 I 5 TERMINAL BLOCK NO. 2 i--------SEE DWG NC140--------i TB-2 TB-2 17 TB 3-6 TB 3-6 17 I 1 1[t=JaD-~:-~: I I DO CARD 3-6 I I :~--~:@:a=tJ125I I I I I TB 3-7 TB 3-7 ! I 21(t:=JaD-~!-7: : DO 3~~RD ,___,: :~--~@:a=:tJ124I I I I I I I I TB 3-8 TB 3-8 I 3 1(t:=JaD-l-.-7; ;1-----1 DO 3~~RD 1-----1: :r---~"~0~123 I I I I I I I I TB 3-9 TB 3-9 I I 4I~:Jo~--~1 11-----1 DO CARD 1-----11 11 ---~@:a=:tJ,I22 Ll I , , 3-9 , , I I I I I i©-r::\ /F\ "R ,_4 0 3/4/4 TR ' 4 I I 5 1(t=~a~J ~V_ 10 , DO ~, 11 11 i'r-a------±7, I 21 1 I I TEST 'F' I I -~ SAFE ~ I I I I R:~-0--YL042 _________ ~ I I I I TEST I I I ----o NOT SAFE I : Rf~2 -0-~A042 _________ J : : I TB 3-10 TB 3-10 I I ~JD-l---;-1-7' '1-----1 DO CARD 1-----1' I I I 6l_; 0 1 1 1 3-10 1 ir---~"~0~'I20 I I 171 aJt--,1191 I I I I I I I I I a 18 I I I I I I I I 9 1 al L _J i--------SEE DWG NC140---------i ~~ I I I ,118: I I I I DO CARD POWER SUPPLY DO CARD POWER SUPPLY DO CARD POWER SUPPLY DO CARD POWER SUPPLY PUMP STATION ENTRY SAFE DO CARD POWER SUPPLY SPARE SPARE SPARE 6 I 7 I 8 I 9 NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 55D. 2. CONTRACTOR TO PROVIDE WIRE AND CABLE COLORS AND NUMBERS PER STANDARD DWG S-465. 3. "INSTRUMENT/ISOLATION GROUND." KEEP SEPARATE FROM "PANEL SAFETY GROUND" AT POINT OF GROUNDING. ALL SHIELDS MUST BE GROUNDED AT THE PANEL SIDE. 4. CONTRACTOR SHALL INSTALL A CONTINUOUS CABLE BETWEEN TERMINAL BLOCKS. NO SPLICING IS PERMITTED UNLESS INDICATED OTHERWISE. 5. TB-N (TERMINAL BLOCK, N= LCP TERMINAL BLOCK NO.) TB D-S (TERMINAL BLOCK, D=RIO DROP, S=SLOT) 6. ALL TERMINAL BLOCKS NOT LABELED ARE TO BE WIRED AND LABELED BY CONTRACTOR. SUBMIT COMPLETED LOOP DIAGRAMS TO THE DISTRICT. 7. I D/S/P (DIGITAL INPUT, D= RIO DROP, S= SLOT, P= POINT) I RECORD DRAWING 10 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - ...._ ...._ ...._ - l'l ro o----1.,_ __________________________________________________________________________________________________________________ ...,._ /r-,. l'lo st-a ,..N ..., . Q<Xl 0::: ~ 0. a. /a, z(/) MARK RECORD DRAWING DESCRIPTION I )3/0i DATE APPR. DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Rableda, Hector -04/28/04 CHECKED BY: Brawn, Ernie -04/28/04 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) I I L§l!f LEE&RO. Inc. - I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 14TH STREET PUMP STATION LCP TERMINAL BLOCKS TB-2 ELEMENTARY DIAGRAM I I PROJECT NO. 5-51 DRAWING NO. NC230 90 OF 98 A - B - C - D 0 -0 Q) .Cl 0 .. .. 0 -..., u Q) .c ci::: w Vl ::, ~ E -0 c:i st ~ (.) z I in I ~ ..., rn C -? Q) ..., "iii 0 a.a::: Eo OID ~.!. ..., I{) "'I ~I{) I •• F ~~ /W ..., 0::: ~x .. ..., Vl .c ::i'. E ~o «:) 1 I 2 I 3 TERMINAL BLOCK NO. 5 L N .._,-. ..__,.. 1-------SEE DWG NC140------- TB-5 TB-5 r o.2J rh ID~ I I 1 I n I o "301 I I n n 1sR1 n ' I I I I I I I I 2/10/2 Lo---,---o...J_9rr=~ . Cr~ 0.2~ 0 ITl'l ~~ ITR • -1nl ~ I LSH029 ~2~ E....2~ I SUMP LEVEL HI WW LEVEL 21 I l-----tl c:j] I • 0 "29 HI n n isR2 n I I I I r1, I 2/3/7 ~ ..... ~ r-•-, I I L__,_____,...__ 11 1 6 D I • -Ii 1 5 7 I ~o ~ ~ 2~ ~ 2~ I I LSH040 I I o.2J I o . "2sl I I 31 ~I I ~t------01 n n I SR3 ' n I I o.2J 1 r 1 2/4/14 I ZLC105 I ~ ITT'm ~ !TB 2-41 I TB 2-41 ~I 41 - I [t:'.~---01 n n ISR4 ' n I I 0.2~ Q r, I 2/5/14 I ZLC205 I ~ ITT'm ~~2-51 ~2-5! ~I 51 I ~~---0 1 n n ISR5 ' n I I 0.2~ ~I 61 I I o.2J I 2/6/14 I zLc3og._9fr=~[nii7 !TB 2-61 ~2-6! CABLEFAST CABLEFAST ~~---0 1 n n ISR6 ' n I I '" I 2/8/13 Jrr=~w=;iil ZSC078C I TB 2-81 I TB 2-81 ~I CABLEFAST CABLEFAST 71 I I o.2J ~I I n n ISR7 I n I I ., I 2/8/14 ~ Jrr=~G=3ril ZSC078D I TB 2-81 !TB 2-81 CABLEFAST CABLEFAST Bl I I I n n ISR8 I n I I _ I 2/9/5 0 .Y1r~[n'ri7 LSH024 I TB 2-91 ~ 2-91 I I I I 1o "'2~ I I I lo "'2J I I I I o "2J I I I I o 11241 I I I o.2J 9 I ~ I CABLEFAST CABLEFAST I ' 0 >122 PUMP 1 CHK VLV CLOSED PUMP 2 CHK VLV CLOSED PUMP 3 CHK VLV CLOSED FORCEMAIN VLV2 CLOSED FORCEMAIN VLV1 CLOSED DRYWELL LEVEL HI PUMP 1 00 MOTOR HI MOISTURE n n isR9 n I I I _ /F\1 214112 £ I _1 r-...::,i IISR9T __ I -0 -I 28 DI • 1--f27 , _ TO MCC TUB 1 OOA 0.2/1! MSH104 I TB 2-41 I TB 2-41 ~ I CABLEF AST CABLEF AST I PUMP 200 MOTOR 1101 I I n n ISR10 nl--i---~@:03"211 HI MOISTURE I I I .91r .. £1 2;5;12 £ I _1 ~ ,--, 11 SR 1 0 T I I -0 -~-.r: ~ l--f271 I '---- M SH 204 I TB 2-51 I TB 2-51 TO MCC TUB 200A I ~2~ I ,-:. I CABLEFAST CABLEFAST PUMP 300 MOTOR 111 1 I I n n ISR11 n}--i------,1@03"201 HI MOISTURE I I I n.-.. £1 2/6/12 £ I I I I --0 _.:Tl ,2877 ~ Cnnl I I _[ L _J MSH304 I TB 2~~ ~ 2-61 ISR11 T LU ~-cABLEFAsT CABLEFAST i-------SEE DWG NC140-------i TO MCC TUB 300A 4 I 5 I 6 TERMINAL BLOCK NO. 6 L N ..__,.. .... ~ i-------SEE DWG NC140-------i 1 -I I I I I I I I ~ n H 1;1 -LYo3o ~ i I I I I ....1... I I Al 4/3/2 -= I ,-::;-i~ r--, L..(LJT\j II 2 + ~ -:v -ii 2 7 I ~ !TB 4-31 !TB 4-31 CABLEFAST CABLEFAST I WW BUBBLER LEVEL t5AI 2, • bl I llo ~19 SPARE I 0.5AI J, \ 1---------®------------i• ,18: I I I I I I I I I I I I I I I 4 t:A1----------®------------~o 017: I I I I I I I I I I I I I I I 0.5AI I I ,. \ l---------®-----------1• .,.,: I I I 0.2) ~I 't~b~--[ I ' 5 lf I r n n 1/1 - L Y035 r n ' ' I I ..L '-•~ Al 4/4/2 -;;-t TO LIT03_ ~ r--, ., 2+S:-:V-li 2 7 I L'.D, ~4~ ~4~ L~ __J CABLEFAST CABLEFAST I I I I IO ~151 L_ LJ 1-------SEE DWG NC140-------l ..__h NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 550. DISCHARGE FLOW LEVEL INDICATOR LEVEL INDICATOR WW SONIC LEVEL 2. CONTRACTOR TO PROVIDE WIRE AND CABLE COLORS AND NUMBERS PER STANDARD DWG S-465. 3. "INSTRUMENT/ISOLATION GROUND." KEEP SEPARATE FROM "PANEL SAFETY GROUND" AT POINT OF GROUNDING. ALL SHIELDS MUST BE GROUNDED AT THE PANEL SIDE. 4. CONTRACTOR SHALL INSTALL A CONTINUOUS CABLE BETWEEN TERMINAL BLOCKS. NO SPLICING IS PERMITTED UNLESS INDICATED OTHERWISE. 5. TB-N (TERMINAL BLOCK, N= LCP TERMINAL BLOCK NO.) TB 0-S (TERMINAL BLOCK, D=RIO DROP, S=SLOT) 7 I 8 I 9 I 10 L ..__,-, TERMINAL BLOCK NO. 8 N .......... SEE DWG NC140 -----------, TB-8 TB-8 r o.5AI r ----, 11 •~b :---------------®-------------: o >120: SONIC LEVEL 1A I I I L'.D, ~.I I 2, • " 0-----< R1 1 >I 191 PUMP 1 START I LSMA035 I I I ~ I I 3 .,I . R2 I,...,_~_, I IID -,, -,--------H1i--~" 18 PUMP 2 START I LSMB035 I I I I I ~ I I 1£ 4,~~~~"r------0..__ -• ,_,_~,1 I ~ 'I _o--------< R3 ,--------H1i--~ 17 PUMP 3 START I LSMC035 I I I I I ~ I I I 5,(t~, 1-----o-=-ro-1 ---r----j R4 )----------rl1 t=tJ,1 161 PUMPS 1, 2 & 3 I o LOW LEVEL SHUT OFF LSL035 I I L'.D, 1A ~ 7, I!> I 1A ~ 810 bl L _J I I RS 1--------1---1 I I I R6 1-----------1·---' I I I I I lo >1151 I I I 10 >1141 I I I ____._ I 110 ,1131 L _ __J >-----------SEE DWG NC140----------' .._h 6. ALL TERMINAL BLOCKS NOT LABELED ARE TO BE WIRED AND LABELED BY CONTRACTOR. SUBMIT COMPLETED LOOP DIAGRAMS TO THE DISTRICT. 7. CABLEFAST CABLE WITHOUT CABLEFAST TERMINAL BLOCK SHALL BE USED FOR 00s. 8. I D/S/P (DIGITAL INPUT, D= RIO DROP, S= SLOT, P= POINT) 9. Al D/S/P (ANALOG INPUT, D= RIO DROP, S=SLOT, P= INPUT) RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILl1Y IS REQUIRED, THE FACILl1Y SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 1-- 1-- 1-- I-- 1-- I st l"l (X) ~ .... ----~"""'l"'----------------....--...... -...---------------l""------...----------------------,,.,.,"".~--------------------------------------------------.1-~8 DESIGNED BY· Rosu, Cear -04/28/04 ~ESS/0i,~ A.,43 c••lr~ REHABILITATION OF PROJECT NO. <"~ DRAWN BY: Robledo, Hector -04/28/04 ~\-1,.t.ll No:r;"'< <!:,\ 1 ~ ~~ ~ 14TH STREET PUMP STATION 5-51 ~~ CHECKED BY: Brown, Ernie -04/28/04 /i!J <;;~o.E14544~'t I~ ~ ~~t~~ ORANGE COUNTY t& I~ RECORD DRAWING 03/0, I. LINE IS 2 INCHES • I ~1)'''11J;;;-Jt.it,: t-r ... ,. LEE&RO. Inc. off=-=-~ .. ~~\ eel: LCP TERMINAL BLOCKS TB-5, TB-6 ,F\ SINGLE LINE AND CONTROL DIAGRAM UPDATE 08/0~ AT FULL SIZE ~tcrR1c~,.. ~r---0 SANITATION DISTRICT & TB-8 ELEMENTARY DIAGRAMS ~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) GtCA\.\~ "'' M. , ClCl I DRAWING NO. NC240 91 OF 98 I I I l I I I A - B - C - 0 "tJ ., .Cl 0 '- D 5 -..., 0 ., .c ci:: w Ul ::::) ~ E "tJ ci <0 N u z I '° I '.2-..., rn C -?' ., ..., ·.; 0 C.o::: Eci O(I] 53-.!. ..., I{) =1 1B I{) I ""F ~12 /W ..., 0::: ~x '-..., Ul .c ::i'. E ~o <0 I st 1 I 2 I 3 I 4 I 5 I 6 I +24V ~-----TERMINAL BLOCK NO. 10 -TB-10 TB-10 r·-7 1-11 I> 011 lio "42 9 I I I I I I I I I TB 4-3 .----TB 4-3 I 11(t:=:::§0¥--------I. ---,_ Al CARD~ .l-----.lJ:oC:tJ,150 Al CARD L _j 4/3 L _j POWER SUPPLY TB 4-4 .------, TB 4-4 21[!:=Jo~----~ ---,_ Al CARD~ 1-----40C:tJ,,149 Al CARD L _j 4/4 L _j POWER SUPPLY TB 4-5 .------, TB 4-5 31[!:=Jo~-----I ---,_ Al CARD~ .l------;foClc,]148 Al CARD L _j 4/5 L _j POWER SUPPLY 41 o' TB 4-6 .----TB 4-6 . -,_AO CARD~ .t------_t'o~~,i47 AO CARD L _j 4/6 L _j POWER SUPPLY TB 4-7 .------, TB 4-7 51rili""",oo1,.;_I ___ _J_ -,_AO CARD~ l----~oc:tJ,145 AO CARD L _j 4/7 L _j I POWER SUPPLY I I I I I I I TB 4-8 ,----, TB 4-8 I 61(t:=~o~l1 ----I -,_AO CARD~ l-----ioClJc,145 AO CARD L _j 4/8 L _j I POWER SUPPLY I I I I I I I TB 4-9 ,----, TB 4-9 I 7 1(!::~o~t-·----I ---,_ AO CARD~ .t----~"o~~c, 144 AO CARD I L _j 4/9 L _j I POWER SUPPLY I I I I I I I I I I I I I TB 4-10 .----TB 4-10 I 81r.t:=~o~------1. -,_AO CARD~ 1--~@:o=l),I AO CARD L+ I I 43 POWER SUPPLY L _J 4/10 L _J L ·-_J L _,. _J i--------SEE DWG NC140--------< 7 I 8 I 9 I 10 NOTES: 1. UNLESS OTHERWISE NOTED, ALL INSTRUMENTS SHALL HAVE A PREFIX OF 55D. 2. CONTRACTOR TO PROVIDE WIRE AND CABLE COLORS AND NUMBERS PER STANDARD DWG S-465. 3. "INSTRUMENT/ISOLATION GROUND." KEEP SEPARATE FROM "PANEL SAFETY GROUND" AT POINT OF GROUNDING. ALL SHIELDS MUST BE GROUNDED AT THE PANEL SIDE. 4. CONTRACTOR SHALL INSTALL A CONTINUOUS CABLE BETWEEN TERMINAL BLOCKS. NO SPLICING IS PERMITTED UNLESS INDICATED OTHERWISE. 5. TB-N (TERMINAL BLOCK, N= LCP TERMINAL BLOCK NO.) TB D-S (TERMINAL BLOCK, D=RIO DROP, S=SLOT) 6. ALL TERMINAL BLOCKS NOT LABELED ARE TO BE WIRED AND LABELED BY CONTRACTOR. SUBMIT COMPLETED LOOP DIAGRAMS TO THE DISTRICT. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. - ....._ ....._ ....._ - ~00~1,... _________________________________________________________________________________________ ....:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;j;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,-1-_ /r--,.., 0 sto ,.N ..., . ooo 0::: ~ 0.. a. /a, Z Ul RECORD DRAWING MARK )3/0i DESCRIPTION DATE APPR. I DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I • LINE IS 2 INCHES s I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I L§l!f LEE&RO. Inc. I I JA.-AN/1~ 1 ! ~1~r-ORANGE COUNTY --~"'-~ \ ~~r--0 SANITATION DISTRICT "'< I ~ M. I I REHABILITATION OF 14TH STREET PUMP STATION LCP TERMINAL BLOCK TB-10 ELEMENTARY DIAGRAM I I PROJECT NO. 5-51 DRAWING NO. NC260 92 OF 98 A - B - C - D 0 "C ., -" 0 ._ ._ 0 -+' u ., .c Ii:: w (/) => ! E c:i 0 t') (.) z I -Ill I ~ +' "' C: - ~ +' .iii 0 a.a:: Eo 0 aJ <J I ,,,,_ .., Ill =1 iiJ Ill I •• F ., (/) <( "-/W +' a:: ., X ~ +' (/) .c :;'. E ~c <O 1-.t- 1 I 2 I 24V AC 24V AC CAMERA NO. 1 CAMERA NO. 2 SPECTRA III SPECTRA III I I I -h, I -h, / -..... / -..... r " r " VIDEO VIDEO / r 3 I 4 24V AC CAMERA NO. 3 CAMERA 0. 4 SPECTRA III SPECTRA [I I I -h, -..... " / r VIDEO PELCO GENEX (REAR VIEW) I -h, ...... I 5 CAMERA NO. 5 (SPARE, NOT SPECTRA III INSTALLED) " 2 3 4 5 6 7 I 8 6 24V AC POWER SUPPLY PELCO WCS4-20 UPS CKT #18 24V AC POWER SUPPLY PELCO WCS4-20 UPS CKT #19 9 I SPOT MAIN 7 0 w 0 > VCR @y@@ AUX c-----'-~ 0 UT I N @OD □ SVHS I II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IN COM OUT □□ ALARMS 8 N N H occs,l..4- QQQQQQQQ ~~QQ~QQQ 1 Z ll 4 5 I 7 8 9 10111ZHl1418111 ETHERNET ---------~I -~I ffi RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. CISCO 2600 (REAR VIEW) 00 0000 ( ) CISCO 2950 (FRONT VIEW) If 0 0 0 0 - ETHERNET ETHERNET 0 0 0 0 0 0 0 0 ETHERNET CAMERA NETWORK DIAGRAM I 9 I I .+--11---I PELCO NET350 (REAR VIEW) PELCO NET350 (FRONT VIEW) I 24V DC 10W PLUG POWER ADAPTER l QUADRUPLEX 15A RECEPT UPS CKT #7 IN CAMERA PANEL ___ -+'-'12 ..... 0 .... v ~ 11 0-120-50/BOHz 120V AC ~ 10 - I ---1---c TEL. CO. 0 120V AC ~ - ....._ ....._ ....._ - t') <i:i a------1-----------------------------------------------------------------------------------------------------------.--/r--"lo -.j-0 ,'.'.?-N -, -aoo a::- ~g- z (/) & RECORD DRAWING MARK DESCRIPTION I )3/0, DATE APPR. DESIGNED BY: Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector-04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I Liff LEE&RO. Inc. I I ORANGE COUNTY SANITATION DISTRICT I I REHABILITATION OF 14TH STREET PUMP STATION CAMERA NETWORK DIAGRAM I I PROJECT NO. 5-51 DRAWING NO. NC300 93 OF 98 A - B - C - 0 -a ., .0 e D .. 0 .... u ., - .c a: w (/J ::::, "' ;;, -a d ~ w z I '° I .'.2- E .... rn C: -? ., .... ·;;; 0 a.Cl'.: Eo OID ~.!-.... I() "'I lil I() I . rn (I) <Cu... /W .... Cl'.: ~x ·F .. .... (/J .c ~E ~o CD 1-.i- ,.., Ii:> 0 .,.... r-- 1'") 0 -.j-0 ,.N --, . Cl DO Cl'.:~ 0.. a. .,.... ., :z (/J I~ IC\ MARK 1 I 2 I 3 I 4 I 5 I 19.78" 11 2" ?2 0 "---.. ?2 0 55DFCP036 °1 ~ 1 ~ • \ N -~ -~ I 132 I I 31 C=:J 0 0 0-..____ " (j)-'~ 0 0 0 0 I I I I CJ19 CJ20 ©-T I 1 C=:J 2 C=:J 5 C=:J 6 C=:J 7 (Q) 0 0 (Q) (Q) (Q) (Q) 0 C=:J21 C=:J23 C=:J24 C=:J 3 C=:J 4 C=:J 8 C=:J 9 C=:J10 (Q) (Q) 0 0 0 C=:J22 C=:J25 I I I C=:J 1 1 C=:J 1 2 C=:J TI TI <D 13 CJ25 CJ27 4 co 0 0 0 I I I I C=:J14 C=:J15 C=:J16 CJ2s (Q) CJ29 0 0 C=:J30 C=:J C=:J 1 7 C=:J 1 8 34 C=:J ® ® EXTERIOR SCALE: NTS PUMP 1 PUMP 2 PUMP 3 WETWELL WETWELL WETWELL DRYWELL A/C SYSTEM UPS MOISTURE MOISTURE MOISTURE ACTIVE LEVEL LEVEL GAS MONITOR LEVEL TEMPERATURE BYPASS HIGH HIGH HIGH HIGH HIGH HIGH HIGH HIGH HIGH HIGH ON PUMP 1 PUMP 2 PUMP 3 WETWELL WETWELL WETWELL SUMP DRYWELL UPS WINDING WINDING WINDING ACTIVE LEVEL LEVEL GAS MONITOR LEVEL SUPPLY FAN TROUBLE HIGH HIGH HIGH HIGH LOW HIGH HIGH FAIL WETWELL DISCHARGE WETWELL SUMP PUMPS DRYWELL UPS ACTIVE LEVEL PRESSURE GAS MONITOR 1 & 2 EXHAUST FAN BATTERY LOW HIGH HIGH TROUBLE TROUBLE FAIL LOW PUMP 1 PUMP 2 PUMP 3 WETWELL DISCHARGE WETWELL INSTRUMENT FAIL FAIL FAIL ACTIVE LEVEL PRESSURE SONIC POWER SUPPLY LOW LOW HIGH FAIL FAIL ANNUNCIATOR PANEL (AT LCP) DESIGNED BY· Rosu, Cezar -04/28/04 ~OfESS/~ DRAWN BY: Robledo, Hector -04/28/04 ~~<..-1..t.R Ro.r. ~ "' ,;; ~ ~ CHECKED BY: Brown, Ernie -04/28/04 L;Jf LEE&RO. Inc. ~ ~o.E145# \ ~ il "~""u~ 06/YJ;;-~ RECORD DRAWING 03/0, I • LINE IS 2 INCHES .. I SINGLE LINE AND CONTROL DIAGRAM UPDATE 08/0~ AT FULL SIZE f/tcra1t~~ (IF NOT 2" -SCALE ACCORDINGLY) o, CA\.\~ DESCRIPTION DATE APPR. I I I I 6 I 7 I 8 I 9 I 10 REMOTE PLC PNL TAG 1/0 MATERIAL LIST MANUFACTURER PART# QTY PANEL ,. 0 1 1 NEMA 12 ENCLOSURE HOFFMAN LG \ 'J., - 'J., t.. 0 1 1 ENGRAVED NAME PLATE TELSTAR CUSTOM 0 18 -PUSH TO TEST PILOT LIGHT ALLEN BRADLEY 800T-QTH10 R/G ?2 0 6 -INDICATOR (DIGITAL DISPLAY) KESSLER-ELLIS PMT-555.010 0 1 -ANNUNCIATOR PANEL RONAN 410LB2448N ® 8 -PUSH BUTTON SWITCH ALLEN BRADLEY SOOT-A2A -(j) 36 -NAMEPLATE -- 33 ® --COOLING FAN HOFFMAN TFP61 0 --EXHAUST GRILLE HOFFMAN TEP6 NAMEPLATE SCHEDULE REF. NO. TAG NO. DESCRIPTION 1 55DYL030J BUBBLER ACTIVE t-- 2 55DYL035J SONIC ACTIVE TI 3 55DHS030J BUBBLER SELECT 4 55DHS035J SONIC SELECT 5 55DYL049J PUMP SEQ. 1-2-3 ACTIVE 6 55DYL049M PUMP SEQ. 2-3-1 ACTIVE 7 55DYL049N PUMP SEQ. 3-1-2 ACTIVE 8 55DHS049J PUMP SEQ. 1-2-3 ACTIVATE 35 9 55DHS049M PUMP SEQ. 2-3-1 ACTIVATE 10 55DHS049N PUMP SEQ. 3-1-2 ACTIVATE 11 55DYL100L PUMP100 ON t-- 12 55DYL200L PUMP200 ON 13 55DYL300L PUMP300 ON 14 55DZLC105 PUMP100 CHECK VALVE CLOSED 15 55DZLC205 PUMP200 CHECK VALVE CLOSED 16 55DZLC305 PUMP300 CHECK VALVE CLOSED 17 55DYL020 SUMP PUMP 1 (PMP020) ON 18 55DYL025 SUMP PUMP 2 (PMP025) ON 19 55DLI034C LEVEL SETPOINT 20 55DLI034 ACTIVE LEVEL 21 55DHS034J LEVEL SETPOINT UP 22 55DHS034K t--LEVEL SETPOINT DN 23 55DYL560P CLEANING CYCLE DISABLED 24 55DHS560J CLEANING PANEL ACTIVATED 25 55DYL560J CLEANING PANEL ACTIVATE DRYWELL 26 55DLI030 BUBBLER LEVEL INTRUSION 27 55DFI075 FLOWMETER 28 55DLI035A ULTRASONIC LEVEL EXTERNAL 29 55DFl555 RECYCLE FLOWMETER PANEL 30 55DHS037J ANNUNCIATOR TEST INTRUSION 31 -ANNUNCIATOR PANEL - PLC RECORD DRAWING FAIL THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. REHABILITATION OF PROJECT NO . ,,A.'AN/1~l 14TH STREET PUMP STATION 5-51 ~ ~1~r-ORANGE COUNTY DRAWING NO. PLC PANEL LAYOUT <~ \ ~~~· SANITATION DISTRICT (EXTERIOR) NE110 '-' I ~ -94 OF 98 I I I I 1 A B C D 0 ""CJ ., ..c 0 L. L. 0 .... u ., .£: 51 Ii::: w (/J ::::, 24.12" 11" 22" 2 1.-----l 3 1-----++-------l 46 UTILITY 0 0 i--++-----127 00 ,,,---------130 3.25" 7. 75" LEFT SIDE PANEL SCALE: 1-1 /2"= 1 '-0" NOTE: 1. SEE DWG. NE111B FOR BILL OF MATERIALS. 3 2. PLC SHALL BE DELIVERED TO SITE IN SECTIONS NO LARGER THAN 48" IN LENGTH. 4 5 6 7 8 112" 108" r------------,.L.;;-.........,.,.-----------------..----..------------..--,.---------------------+----~ TB 2-4 TB 2-5 TB 2-6 7.5" 12" 24" TB 2-7 TB 2-8 TB 2-9 TB 2-10 12" TB 3-6 12" 1.5" 1. " TB TB 4-4 3-8 TB 4-5 TB 3-9 TB 4-6 TB 3-10 12" 12" 24" 24" FRONT VIEW-BACK PANEL SCALE: 1-1/2"=1 '-0" TB 4-7 TB 4-8 TB 4-9 TB 4-10 @ 12" ©- I I ' ' I i i ! -J ' I -i:: -i i i I ------ I I ' ' ' I i -J ' I -; -i i i ------ 24" 6" 9 10 24" i------1----1-----1 5 ~~~EPT----1----1-----1----i® 7.63" 7.63" 22" RIGHT SIDE PANEL SCALE: 1-1/2"=1 '-0" RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 5-51 DRAWING NO. NE111A ~ 95 OF 98 A - B - C - D 0 ""O ., J5 0 '- '-0 -.... 0 ., .c ci:: LJJ en ::) ! E ai ---LJJ z I io I -'2-.... rn C -;;;, ., .... "iii 0 a.a:: Eo o CD ~.!-.... I() =1 lil I() I •• F rn en ~~ .... a:: :l X '-.... en .c ~E -8 IN 1 I 2 ~ ~ I ITEM QTY 1 1 2 2 3 2 4 2 5 1 ~ 6 5 7 5 8 3 9 8 A 10 13 LQ. 11 AS NEEDED I\ 12 8 L.!:.i 13 AS NEEDED I\ 14 3 ~ 15 3 16 AS NEEDED A 17 5 /F\ 18 5 19 AS NEEDED I\ 20 3 /r \ 21 2 22 AS NEEDED 23 AS NEEDED 24 1 25 1 26 25 27 2 28 1 29 1 A 30 1 oo/F\ 31 175 32 AS NEEDED I\ 33 20 ~ 34 20 35 AS NEEDED I\ 36 AS NEEDED /F 37 AS NEEDED 38 AS NEEDED 39 AS NEEDED 40 AS NEEDED 41 AS NEEDED 42 AS NEEDED 43 AS NEEDED 44 AS NEEDED 45 2 46 20 47 10 48 10 I\ 49 2 /F\ 50 1 51 A 12 52 /F\ 1 53 2 54 1 55 2 56 2 57 1 58 2 59 2 60 3 NOTES: 3 I 4 I 5 BILL OF MATERIALS DESCRIPTION ENCLOSURE 84" x 118" x 24", NEMA 12 WITH 3 POINT LATCH SYSTEM AND LIFTING HOOKS ENCLOSURE BACK PLANE 72" x 54" ENCLOSURE SIDE PLANE 72" x 24" IF\ FLUORESCENT FIXTURE, MOUNTED AT mP" OF THE ENCLOSURE SINGLE POLE BOX MOUNTED LIGHT SWITCH WITH ENCLOSURE . RACK 10 SLOT /F\ POWER SUPPLY REMOTE 1/0 MODULE DIGITAL INPUT CARD CABLE FAST TERMINAL BLOCK FOR DIGITAL OUTPUT AND INPUT CARD I L.!.......::, CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR WITH AT LEAST 6" SLACK DIGITAL OUTPUT CARD, 3xDRC, 5xDAO CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR WITH AT LEAST 6" SLACK ANALOG INPUT CARD CABLE FAST TERMINAL BLOCK FOR ANALOG INPUT CARD CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR WITH AT LEAST 6" SLACK ANALOG OUTPUT CARD CABLE FAST TERMINAL BLOCK FOR ANALOG OUTPUT CARD CABLE FAST CABLE, xx IN PART NUMBER IS LENGTH OF CABLE TO BE DECIDED BY CONTRACTOR WITH AT LEAST 6" SLACK REMOTE 10 TAP REMOTE 10 TAP TRUNK TERMINATOR CABLE FAST TERMINAL BLOCK FUSES, AS NEEDED FOR ALL MODULED IN THE RACK CABLE FAST TERMINAL BLOCK JUMPER, AS NEEDED FOR ALL MODULED IN THE RACK MODBUS PLUS BRIDGE / MUX CSU/DSU MODEM 120 VAC CIRCUIT BREAKERS, 2 x 20 AMP, 4 x 15 AMP, 9 x 10 AMP, 2 x 5 AMP, 8 x 2 AMP, SINGLE POLE HUBBLE (2) 2-POLE, 3 WIRE GROUNDING DUPLEX RECEPTICAL WITH SURGE SUPPRESSON, MOUNTED IN 4" SQUARE BOX WITH APPEL TON #8371 N 1 /2" RAISED COVER OR EQUAL. FOR UTILITY POWER AND UPS POWER COPPER GROUND BAR, 1/4" * 1" * 12" SIZE WITH WIRING HOLES WITH SCREWS ISOLATED COPPER GROUND BAR, 1/4" * 1" * 12" SIZE WITH WIRING HOLES WITH SCREWS FUSED TERMINAL BLOCKS WITH BLOWN FUSE INDICATOR, 120 VAC NON FUSED TERMINAL BLOCKS GROUND TERMINAL BLOCKS END COVERS END HOLDER FUSED TERMINAL BLOCKS WITH BLOWN FUSE INDICATOR, 24 voe WIRE WAY 1" W * 4" H, GRAY WIRE WAY 1" W * 4" H, GRAY, COVER WIRE WAY 3" W * 4" H, GRAY WIRE WAY 3" W * 4" H, GRAY, COVER WIRE WAY 2" W * 1" H, GRAY WIRE WAY 2" W * 1" H, GRAY, COVER WIRE WAY 2" W * 4" H, GRAY WIRE WAY 2" W * 4" H, GRAY, COVER DIN MOUNTING RAIL 24VDC POWER SUPPL Y,REDUNDANT POWER SUPPLY, 120V INPUT, 24VDC OUTPUT SA @ 60 DEG. CENTIRIGADE. WITH FAIL DRY CONTACTS RATED FOR 2A @120VAC I\ INTERPOSING RELAYS ,A ~ MB+ TAP L.C.......> MB+ DROP CABLE REMOTE 1/0 F CONNECTOR 10 PACK A MODEM SPLITTER /F\ INTRINSICALLY SAFE RELAYS TRANSIENT VOLTAGE SUPRESSOR CURRENT TO CURRENT N-TIRON SWITCH RIO COMM DROP, SINGLE DROP MB + COMM, 1 CHANNEL HOT STANDBY KIT, WITH FIBER CONNECTION MB ETHERNET, TCP /IP MODBUS ETHERNET COMMUNICATION MODICON QUANTUM CONTROLLER INTIRINSICALL Y SAFE CONTROLLER 1. CONTRACTOR MAY SUPPLY OTHER MANUFACTURER WITH EQUAL SPECIFICATIONS EXCEPT MODICON SUPPLIED PARTS, WHERE NO EQUAL IS ACCEPTABLE 2. CONTRACTOR SHALL PROVIDE ALL NAME PLATES PER OCSD STANDARDS. 6 I 7 I MANUFACTURER PART NUMBER HOFFMAN A-84XM3EW24FTCLP HOFFMAN CUSTOM L..:.......c> HOFFMAN CUSTOM HOFFMAN A-LF16D18 HUBBELL HBL1201I MODICON 140 XBP 010 00 MODICON /c-\ 140 CPS 114 20 MODICON LC.......:, 10 CRA 931 00 MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON MODICON BLACK BOX A ALLEN BRADLEY /F\ HUBBLE/APPLETON PHOENIX CONTACT PHOENIX CONTACT PHOENIX CONTACT PHOENIX CONTACT PHOENIX CONTACT PHOENIX CONTACT PANDUIT PANDUIT PANDUIT PANDUIT PANDUIT PANDUIT PANDUIT PANDUIT PANDUIT SOLA MODICON MODICON MODICON BLACK BOX MOORE N-TRON MODICON MODICON MODICON MODICON MODICON WARRICK 140 DAI 540 00 5 (EA) 140 CFG 016 00, 8 (EA) 140 CFA 040 00 140 XTS 012 xx ~ 140 DRC 830 00, 140 DAO 840-10 140 XTS 102 xx I\ 140 AVI 030 00 140 CFH 008 00 140 XTS 012 xx 140 ACO 020 00 140 CFJ 004 00 140 XTS 012 xx MA-0185-100 52-0422-000 IF\ 14 CFU 040 00~ 140 CFX 002 10 NW-BM85-000 MT132A-R2 EXAMPLE: 20A TRIP = 1492-1G200 HBL8262S UK5-HESILA250 UK 2.5 N USLKG2.5N D-UK 2.5 E.UK1 #1201413 UK5-HESILED24 G1X4LG6 C1LG6 G3X4LG6 C3LG6 G2X1LG6 C2LG6 G2X4LG6 C2LG6 SDN 5-24-100P 990NAD23000 990NAD21110 MA-0329-001 TL073A-R2 . SCT 900B-N WITH N VIEW OPC FIRMWARE 904 FX-ST WITH 4-100 BASE FIBER 908TX 8 10/100 UTP PORTS 140CRP-931-00I RIO) 140NOM-211-00 MB+) 140CHS-210-00 (HSBY) 140NOE771-11-00(NOE) 140CPU-534-014A(CPU) SERIES 17 8 I 9 I 10 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I-- I-- - l'1 a, o---1i--------------------------------------------------------------------------------------------------------------------..... -/r-,.. l'1 0 st 0 ,.N ..., -o-il:: N a. a. /., z en DESIGNED BY· Rosu, Cezar -04/28/04 ~ESS/a.,~ DRAWN BY: Robledo, Hector -04/28/04 #-'~ 1,.t.R HiJ-,-."'f( /'S'/~<,, U'~ © A 03, 1,0 .. 1 1 _ _:::C:.::HE:::C::.::KE~D:...:::..BY:.:;: =B=ro=w:::n,=E=rn=ie=-=0=4:::/2=8:::/=04=~~/I~ ~o.E14544 1~ \ /{;\ RECORD DRAWING I/, r-1 ... 11 .......,£,...__,1-S=l=NG;__;:;L.;.cE::....L-=IN..ccE'--"A=N'-'-'D::...._CO_N_T-RO_L_D_IAG_R_A_M_U_P_D-AT_E ___ --+=-0=8/...:10'-+-~---1 I • LINE IS 2 INCHES • I ., r,p. r,,fYJ!Q..:Jj IA\ WEATHER STATION REMOVAL 03/0~ AT FULL SIZE ~4tcn1t~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) Gt CA\.\~ I I L§lf LEE&RO. Inc. I I ,f"'~1-ORANGE COUNTY \~?· SANITATION DISTRICT "', Tl-£ I I REHABILITATION OF 14TH STREET PUMP STATION PLC PANEL BILL OF MATERIALS I PROJECT NO. 5-51 DRAWING NO. NE111 B 96 OF 98 I 0 "O ., .0 0 '- '-0 .... u ., .c Ii:: w Vl :::, A B C D ~ E "O d N ;:;::; z I in I ~ .... 1/) C ? ., .... 'iii 0 C.0::: Eo OID ~.!. .... I{) =1 lil I{) I •• F 1/J Vl <( "-/w .... 0::: a, X ., '-.... Vl .c ~E ~o ..... REF. NO NP-1 NP-2 NP-3 NP-4 NP-5 NP-6 NP-7 NP-8 NP-9 NP-10 NP-11 NP-12 NP-13 NP-14 NP-15 NP-16 NP-17 NP-18 1 2 3 27" 0 0 NP-18 ° 55DFCP560 ° 0 0 0 0 0 0 0 0 EXTERIOR CABINET PANEL LCP A SCALE: NONE NAMEPLATE SCHEDULE TAG NO. DESCRIPTION TAG QTY 55DYL560N CLEANING PANEL ACTIVATED 0 1 55DYL560A READY TO CLEAN 55DFI075A FORCEMAIN FLOW 55DLI034D WET WELL LEVEL 0 1 0 - 55DFl555A RECYCLE FLOW 0 1 55DZl556 VALVE POSITION ® 3 55DSl1 OOA PUMP SPEED 55DHS556G RECYCLE VALVE OPEN 55DHS100L PUMP SPEED UP ® 5 0 5 55DHS556E RECYCLE VALVE CLOSE ® 7 55DHS100M PUMP SPEED DOWN ® 1 55DYL560K PREPARED TO CLEAN 55DYL560L STARTED CLEAN CYCLE 55DYL560M ENDED CYCLE @ 1 @ 1 55DHS560K PREPARE TO CLEAN @ 18 55DHS560L START CLEAN CYCLE 55DHS560M END CYCLE 55DFCP560 PANEL NAME PLATE 4 5 l055DFCP56Q 0 1 0 0 NP-1CJ CJ NP-2 a a NP-3c:J c:JNP-4 c:JNP-5 D D 0 ;i-NP-6 c:J NP-7 c:J 0 0 N D D 0 NP-8 c:J NP-9 c:J (Q) NP-10c:J c:J NP-11 (Q) (Q) NP-12c:J c:J NP-13 c:JNP-14 a a NP-15c:J c:J NP-16 c:JNP-17 (Q) (Q) (Q) 0 0 SWING OUT PANEL DOOR FRONT VIEW PANEL LCP A SCALE: NONE BILL OF MATERIALS -FRONT VIEW DESCRIPTION MANUFACTURER NEMA 4X 316 SS ENCLOSURE RECESS MOUNT HOFFMAN (CUSTOM) BACKPLATE HOFFMAN -- SWING OUT PANEL HOFFMAN DOOR ACTIVATED SWITCH FOR DOOR OPEN ALARM - PUSH-TO-START PILOT LIGHT ALLEN BRADLEY INDICATOR (DIGITAL DISPLAY) KESSLER-ELLIS PUSH BUTTON ALLEN BRADLEY LATCH WITH PAD LOCK HANDLE HOFFMAN 60 MINUTE SPRING WOUND WALL SWITCH TIMER SMARTHOME ENGRAVED NAMEPLATE TELSTAR NAMEPLATE TELSTAR 6 @ @ 0 PART# TAG QTY CFM24248SS316 @ 1 CP2424 8 1 -@ - CSP2424 @ - -@ 52 800H-QRTH 1 OG @ 8 PMT -555.010 @) 1 800H-AR2A @ 3 CWHPTO @ 6 4267W @ 1 CUSTOM @ 6 CUSTOM (§ 1 @ - 7 8 9 10 =o T @ @ GENERAL NOTES: 1 . INTERIOR FLUORESCENT LIGHT SHALL BE 0 ENERGIZED BY DOOR SWITCH. LIGHT SHALL BE 0 ACTIVATED W/115V CONVENIENCE RECEPTACLE. HOFFMAN CAT. NO. A-LTD Bl, OR EQUAL. (2 0 REQUIRED) 0 ~ 2. PANEL SHALL MEET NEMA 4X REQUIREMENTS. 0 0 N N 3. PANEL FINISH SHALL MATCH ARCHITECTURAL WALL 0 N FINISH. 6 0 0 0 0 0 22.20" INTERIOR (BACKPLATE) PANEL LCP A SCALE: NONE BILL OF MATERIALS -FRONT VIEW DESCRIPTION MANUFACTURER PART# NEMA 4X 316 SS ENCLOSURE RECESS MOUNT HOFFMAN (CUSTOM) CFM24248SS316 BACKPLATE FOR ABOVE ENCLOSURE HOFFMAN CP2424 WIRE WAY 2"w x 2"H, GRAY PAN DU IT G2X2LG5 WIRE WAY COVER PAN DU IT C2LG6 TERMINAL BLOCKS PHOENIX CONTACT UK 2.5 N 3003347 END CLAMP PHOENIX CONTACT E.UK1 #1201413 DIN MOUNTING RAIL PHOENIX CONTACT 0801681 END COVER PHOENIX CONTACT D-UK 2.5 3001022 FUSED TERMINAL BLOCKS WITH BLOWN FUSE INDICATOR, 120 VAC PHOENIX CONTACT UK5-HESILA250 3004142 120 VAC CIRCUIT BREAKER, 2 AMPM SINGLE POLE ALLEN BRADLEY 1492-1G020 GROUND TERMINAL BLOCKS GROUND BUSBAR 1 / 4"x1 "x6" 120 CAV CIRCUIT BREAKER, 1 PHOENIX CONTACT USLKG 2.5N -- AMP, SINGLE POLE ALLEN BRADLEY 1492-1G010 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. I v ,.., ro a--1---------------------------------------------------------------------------------------------------------------4--/ ..... I") 0 va ,.N --, -oro 0::: ~ 0.. C. /a, ZVl A RECORD DRAWING MARK DESCRIPTION DESIGNED BY· Rosu, Cezar -04/28/04 DRAWN BY: Robledo, Hector -04/28/04 CHECKED BY: Brown, Ernie -04/28/04 I ,. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) L§lf LEE&RO. Inc. ORANGE COUNTY SANITATION DISTRICT REHABILITATION OF 14TH STREET PUMP STATION LCP-A RECYCLE PANEL PROJECT NO. 5-51 DRAWING NO. NE120 97 OF 98 A - B - C - D 0 ""Cl ., .0 0 '- '--0 .... u ., .c Ii,: w V) ::::, ~ E ""Cl d "l ~ w z I in I ,(" .... VJ C: -? ., .... 'iii 0 a.o:: Ec:i 0 al C.J I /~ ~I() ·;:; I al I() I •• F VJ V) <( "-/w .... 0:: ~x '-.... V) .c ;E ~c IX) 1-.t- 1 I 2 I 3 I 4 I 5 I 6 I 7 ~101 01 I I r8 l55DFCP02~ 13 0 r@ r@ 0 - (@) (@) -w 8 I ~ I I I I I I NP-1 NP-2 NP-3 I ,I 6 -a -5 I I I I NP-4 3 NP-5 a a -12)~ ------L--4 v--0 v I I I I ~ NP-6 NP-7 -a □ a ~ I I I I I I 1 1 NP-8 NP-9 NP-1O ~ ~ 0 0 I I lol ol EXTERIOR INTERIOR CONTROL PANEL DETAIL 1 ITEM 0 0 0 0 0 0 0 0 LIST OF MATERIAL DESCRIPTION ENCLOSURE, NEMA 12 2O"x24"x1 O", PADLOCKABLE, DATA POCKET, 316SS HARDWARE BACK PANEL, 17"x21" PUSHBUTTON SENSOR RELAYS INDICATION LIGHT 12O/24VAC TRANSFORMER INTRINSICALLY SAFE RELAY FUSES ALTERNATOR RELAY TERMINAL BLOCKS ON-DELAY TIMER HAND-OFF-AUTO SELECTOR SWITCH RELAYS * MATCH AIC RATING WITH FEEDER BREAKER NO SCALE QTY 4 6 2 2 27 3 7 E1OO3 - NAME PLATE SCHEDULE REF. NO. TAG NO. FIRST LINE NP-1 55DHSO2OB HOA SUMP PUMP 1 NP-2 55DYLO19J SUMP PUMPS SEQ. SELECTOR NP-3 55DHSO25B HOA SUMP PUMP 2 NP-4 55DYLO2O SUMP PUMP 1 ON NP-5 55DYLO25 SUMP PUMP 2 ON NP-6 55DTAHO22 PUMP 1 WINDING TEMP HIGH NP-7 55DTAHO27 PUMP 2 WINDING TEMP HIGH NP-8 55DMAHO21 PUMP 1 SEAL MOISTURE HIGH NP-9 55DHSO29H TROUBLE RESET NP-1O 55DMAHO26 PUMP 2 SEAL MOISTURE HIGH I 8 I 9 I 10 GENERAL NOTES: 1 . INTERIOR FLUORESCENT LIGHT SHALL BE ENERGIZED BY DOOR SWITCH. LIGHT SHALL BE ACTIVATED W/11 SV CONVENIENCE RECEPTACLE. HOFFMAN CAT. NO. A-LTD Bl, OR EQUAL. (2 REQUIRED) 2. PANEL SHALL MEET NEMA 12 REQUIREMENTS. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AND OWNER(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAS BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. 1-- 1-- 1-- 1-- 1-- "l «i:i 5\ .... 1r-,----------------i-.,...-,----"'.'."'"-~-~~~--r------,-----------------"'T"'---------------------,-------------------------------L "lo vo DESIGNED BY· Rosu, Cezar -04£'.'.28£'.'.04 ~--•l•A~ REHABILITATION OF PROJECT NO. ,.N --, . QCXl 0:: ~ 0.. a. /a, z V) & RECORD DRAWING MARK )3/0~ DESCRIPTION DATE APPR. l ~ESSt~ DRAWN BY: Robledo, Hector -04£'.'.28£'.'.04 /4~~<...1,t.ll No.rt-~ CHECKED BY: Brown, Ernie -04/28/04 ~ ~o.E14544 -~ LINE IS 2 INCHES I\""' I ,. • I ~ E,p. 06/Yl/l» .. AT FULL SIZE '!f~tcn1c~~ (IF NOT 2" -SCALE ACCORDINGLY) OF CA\.\~ I ,~ ~ 14TH STREET PUMP STATION 5-51 L§lf LEE&RO. Inc. -\~~ ORANGE COUNTY '."['. ,'I, I .-;" DRAWING NO. eel: b ~<C.,___/ \ ~;:F'· SANITATION DISTRICT SUMP PUMP PANEL NE130 "' ; ' -98 OF 98 I I I I l I